HomeMy WebLinkAboutSIGNED Site Plan 11-14-2025 - 3705 US HWY 421 NSITE INFORMATION SITE TABULATIONS
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DESIGN TEAM
DGNR.
PM./DP.
G. FRANKS
E. TOLLE
09/19/2024
N/A
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STORE OR BLDG NO.:
VERSION OR PROJECT ID:
RVWR.
G. FRANKS
42657
SHEET TITLE
ADDRESS
ISSUE DATE:
3705 N. US HWY 421
WILMINGTON, NC 28401
7-ELEVEN
3705 N. US HWY 421, WILMINGTON, NC
SITE #: 1055368
STORE#: 42657
SITE LOCATION MAPVICINITY MAP
SHEET INDEX
SHEET
CV-1.0 COVER SHEET AND INDEX
DESCRIPTIONTR
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REVISION
CX-2.0 EXISTING CONDITIONS
CV-1.0
COVER SHEET
AND INDEX
CES-3.0 E&S CONTROL PLAN
CES-3.1 E&S CONTROL PLAN
CES-3.2 E&S CONTROL NOTES AND DETAILS
CES-3.3
CES-3.4
E&S CONTROL NOTES AND DETAILS
E&S CONTROL NOTES AND DETAILS
CD-4.0 DEMOLITION PLAN
CL-5.0 LAYOUT PLAN
CL-5.1
LAYOUT NOTES & DETAILS
CU-6.0 UTILITY PLAN
CL-5.2
LAYOUT NOTES & DETAILS
CG-7.0 GRADING PLAN
CG-7.1
CG-7.2
CG-7.3
EXISTING DRAINAGE AREAS
CG-7.5
PROPOSED DRAINAGE AREAS
LA-8.0
LANDSCAPE PLANLA-8.1
LT-9.0 LIGHTING PLAN
CDT-10.0 MISC. NOTES AND DETAILS
DRAINAGE NOTES & DETAILS
STORM SEWER PROFILES
CDT-10.1 MISC. NOTES AND DETAILS
CDT-10.2 MISC. NOTES AND DETAILS
CU-6.2 UTILITY NOTES & DETAILS
CU-6.1 UTILITY PLAN
CG-7.4
DRAINAGE NOTES & DETAILS
CX-2.1 EXISTING CONDITIONS
CES-3.5 E&S CONTROL NOTES AND DETAILS
LAYOUT PLAN
TRUCK ROUTE/ SIGHT DISTANCE PLAN
CL-5.3
CL-5.3
GRADING PLAN
CG-7.6
LT-9.1 LIGHTING NOTES AND DETAILS
LA-8.2 LANDSCAPE DETAILS
TREE MITIGATION PLAN
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CES-3.6 E&S CONTROL NOTES AND DETAILS
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CX-2.0
HW
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4
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7
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MATCHLINE - SHEET CX-2.1 SURVEY NOTES
Know what's below.
before you dig.Call
R DRAWING SCALE
EX
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C
O
N
D
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CX-2.1
HW
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4
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7
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SURVEY NOTES
MATCHLINE - SHEET CX-2.0
Know what's below.
before you dig.Call
R DRAWING SCALE
E&
S
C
O
N
T
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O
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P
L
A
N
CES-3.0
HW
Y
4
2
1
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7
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Know what's below.
before you dig.Call
R
EROSION CONTROL LEGEND:
CONSTRUCTION SEQUENCING:
EXISTING UTILITY NOTE:
DRAWING SCALE
MATCHLINE - SHEET CES-3.1
E&
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CES-3.1
HW
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4
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7
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N
Know what's below.
before you dig.Call
R
EROSION CONTROL LEGEND: EXISTING UTILITY NOTE:
DRAWING SCALE
MATCHLINE - SHEET CES-3.0
E&S CONTROL/STORMWATER NARRATIVE:
HW
Y
4
2
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7
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E&
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CES-3.2
HW
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E&
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CES-3.3
HW
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E&
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CES-3.4
HW
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E&
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CES-3.5
HW
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E&
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CES-3.6
HW
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4
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Know what's below.
before you dig.Call
R
EXISTING UTILITY NOTE:
DEMOLITION NOTES:
DEMOLITION LEGEND:
DE
M
O
L
I
T
I
O
N
P
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A
N
CD-4.0
DRAWING SCALE
MATCHLINE - SHEET CD-4.1
HW
Y
4
2
1
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7
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N
Know what's below.
before you dig.Call
R
EXISTING UTILITY NOTE:
DEMOLITION LEGEND:
DE
M
O
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I
T
I
O
N
P
L
A
N
CD-4.1
DRAWING SCALE
MATCHLINE - SHEET CD-4.0
3
+
1
D
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3
+
1
D
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L
F
20,000
G
A
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DSL
7,000
G
A
L
DEF
F
20,00
0
G
A
L
RUL
12,000
G
A
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DSL
8,000
G
A
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PUL
F
F
LAYOUT PLAN LEGEND
LAYOUT PLAN LEGEND
HATCH LEGEND
LA
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A
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CL-5.0
HW
Y
4
2
1
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7
-
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V
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N
Know what's below.
before you dig.Call
R
DRAWING SCALE
MATCHLINE - SHEET CL-5.1
PUL
LAYOUT PLAN LEGEND
HATCH LEGEND
LA
Y
O
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P
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CL-5.1
HW
Y
4
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7
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LAYOUT GENERAL NOTES
Know what's below.
before you dig.Call
R DRAWING SCALE
MATCHLINE - SHEET CL-5.0
NCDOT NOTES
3
+
1
D
S
L
3
+
1
D
S
L
F
20,000
G
A
L
DSL
7,000 G
A
L
DEF
F
20,000
G
A
L
RUL
12,000
G
A
L
DSL
8,000 G
A
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PUL
F
F
TR
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C
K
R
O
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P
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A
N
CL-5.2
HW
Y
4
2
1
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7
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N
Know what's below.
before you dig.Call
R
DRAWING SCALE
LA
Y
O
U
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N
O
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E
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&
D
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T
A
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CL-5.3
HW
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4
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7
-
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V
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N
ACCESSIBLE PARKING SYMBOL
SYMBOL STRIPING DETAIL
ACCESSIBLE PARKING STALL DETAILS
VAN ACCESSIBLE
HANDICAP SIGN DETAIL ACCESSIBLE PARKING
TYPICAL TURN LANE CROSS SECTION
3
+
1
D
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3
+
1
D
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F
20,000
G
A
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DSL
7,000
G
A
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DEF
F
20,000
G
A
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RUL
12,00
0
G
A
L
DSL
8,000
G
A
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PUL
F
F
SANITARY SEWER SCHEDULE:
UTILITY LEGEND:
UT
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T
I
Y
P
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A
N
CU-6.0
HW
Y
4
2
1
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7
-
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V
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N
UTILITY NOTES:
Know what's below.
before you dig.Call
R DRAWING SCALE
MATCHLINE - SHEET CU-6.1
PUL
SANITARY SEWER SCHEDULE:
UTILITY LEGEND:
UT
I
L
I
T
I
Y
P
L
A
N
CU-6.1
HW
Y
4
2
1
-
7
-
E
L
E
V
E
N
UTILITY NOTES:
Know what's below.
before you dig.Call
R DRAWING SCALE
MATCHLINE - SHEET CU-6.0
UT
I
L
I
T
Y
N
O
T
E
S
&
D
E
T
A
I
L
S
CU-6.2
HW
Y
4
2
1
-
7
-
E
L
E
V
E
N
3
+
1
D
S
L
3
+
1
D
S
L
F
20,000
G
A
L
DSL
7,000
G
A
L
DEF
F
20,000
G
A
L
RUL
12,00
0
G
A
L
DSL
8,000
G
A
L
PUL
F
F
STORM SEWER LEGEND DA-A
STORM SEWER LEGEND DA-B
GR
A
D
I
N
G
P
L
A
N
CG-7.0
HW
Y
4
2
1
-
7
-
E
L
E
V
E
N
LEGEND OF GRADE NOTATIONS:
Know what's below.
before you dig.Call
R
DRAWING SCALE
MATCHLINE - SHEET CG-7.1
STORM SEWER LEGEND DA-A
STORM SEWER LEGEND DA-B
PUL
ROADSIDE DITCH SECTION C-C
GR
A
D
I
N
G
P
L
A
N
CG-7.1
HW
Y
4
2
1
-
7
-
E
L
E
V
E
N
LEGEND OF GRADE NOTATIONS:
Know what's below.
before you dig.Call
R DRAWING SCALE
MATCHLINE - SHEET CG-7.0
DRAINAGE/ GRADING NOTES:
EX
I
S
T
I
N
G
D
R
A
I
N
A
G
E
A
R
E
A
S
CG-7.2
HW
Y
4
2
1
-
7
-
E
L
E
V
E
N
Know what's below.
before you dig.Call
R
DRAWING SCALE
3
+
1
D
S
L
3
+
1
D
S
L
F
20,000
G
A
L
DSL
7,000
G
A
L
DEF
F
20,000
G
A
L
RUL
12,000
G
A
L
DSL
8,000
G
A
L
PUL
F
F
PR
O
P
O
S
E
D
D
R
A
I
N
A
G
E
A
R
E
A
S
CG-7.3
HW
Y
4
2
1
-
7
-
E
L
E
V
E
N
Know what's below.
before you dig.Call
R
DRAWING SCALE
3
+
1
D
S
L
3
+
1
D
S
L
F
20,000
G
A
L
DSL
7,000
G
A
L
DEF
F
20,000
G
A
L
RUL
12,000
G
A
L
DSL
8,000
G
A
L
PUL
F
F
MI
N
O
R
D
R
A
I
N
A
G
E
A
R
E
A
S
CG-7.4
HW
Y
4
2
1
-
7
-
E
L
E
V
E
N
Know what's below.
before you dig.Call
R
DRAWING SCALE
DR
I
N
A
G
E
N
O
T
E
S
&
D
E
T
A
I
L
S
CG-7.5
HW
Y
4
2
1
-
7
-
E
L
E
V
E
N
INFILTRATION BASIN CROSS SECTION A-A
INFILTRATION BASIN CROSS SECTION B-B DR
I
N
A
G
E
N
O
T
E
S
&
D
E
T
A
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S
CG-7.6
HW
Y
4
2
1
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7
-
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E
V
E
N
ST
O
R
M
S
E
W
E
R
P
R
O
F
I
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E
S
CG-7.7
HW
Y
4
2
1
-
7
-
E
L
E
V
E
N
3+
1
DS
L
3+
1
DS
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DESIGNED BY: GIJV
DRAWN BY: GIJV
REVIEWED BY:
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LA-8.0
DEVELOPMENT SERVICES
GROUP INC.
457 COURT STREET
PORTSMOUTH VA, 23704
757-373-1590
WWW.DSGENG.COM
3+
1
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L
3+
1
DS
L
COUNTY REQUIREMENTS:
ONE TREE AND 6 SHRUBS
PER 600 SF OF STREET YARD
HWY 421 (25 FT STREET YARD)
12,660 SF / 600 SF = 21 TREES AND 126 SHRUBS
PLUS 1 TREE EVERY 40LF WITHIN 10' OF ROW
505 LF / 40 LF = 13 TREES
PRIVATE ROAD (25 FT STREET YARD)
5,493 SF / 600 SF = 9 TREES AND 54 SHRUBS
STREET YARD
INTERIOR PARKING
PLANTING AREA
FOUNDATION
PLANTINGS
ONE PLANTED OR EXISTING TREE SHALL BE REQUIRED FOR EVERY 144 SQUARE
FEET ROUNDED TO THE NEXT LOWEST WHOLE NUMBER OF TOTAL INTERIOR
LANDSCAPED AREA, WITH A MINIMUM OF ONE TREE IN EACH ISLAND.
16,589 SF X 8% / 144 SF = 10 TREES
FOUNDATION PLANTINGS REQUIRED BETWEEN BUILDING AND THE PARKING LOT.
FOUNDATION PLANTINGS ARE EXEMPT FROM PORTIONS OF THE BUILDING USED FOR
ACCESS OR ALONG BUILDING SIDES NOT ADJACENT TO A PUBLIC RIGHT-OF-WAY
WHEN LESS THAN 10 PERCENT OF THE TOTAL REUIRED PARKING IS LOCATED ALONG
THAT BUILDING SIDE.
4,813 SF X 12% = 578 SF
A MINIMUM OF 15 TREES SHALL BE RETAINED OR PLANTED FOR EACH ACRE OR
PROPORTIONATE AREA DISTURBED.
15 X 4.02 ACRES = 60 TREES
RETENTION
STANDARDS
PROV.REQ.
60 TREES 66 TREES
1.CONTRACTORS SHALL HAVE UNDERGROUND UTILITIES LOCATED, LEGIBLY MARKED, AND SHALL REPAIR ANY AND ALL DAMAGE WHICH MAY OCCUR AS A RESULT OF LANDSCAPE INSTALLATION. UTILITIES
SHOWN ON THIS PLAN ARE APPROXIMATED, AND SHOULD BE VERIFIED ON THE CIVIL UTILITY PLAN AND IN THE FIELD.
2.UNDER NO CIRCUMSTANCES WILL LANDSCAPE WORK BE APPROVED FOR PAYMENT IF PLANT SIZE AND GENERAL HEALTH ARE NOT AS REQUIRED ON PLAN.
3.ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED ON PLANT LIST.
4.ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS AS SPECIFIED. LARGE CANOPY STREET TREES AND THOSE TREES LOCATED NEAR GROUND SIGNAGE SHALL BE
LIMBED UP TO A HEIGHT OF 8' ABOVE GRADE TO ENSURE SAFE SIGHT LINES ARE ACHIEVED FOR VEHICULAR NAVIGATION TO AND FROM THE SITE.
5.ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND THE OWNER BEFORE, DURING AND AFTER INSTALLATION.
6.THE LANDSCAPE ARCHITECT MUST APPROVE ANY ALTERATIONS OR REVISIONS TO THE LANDSCAPE PLAN.
7.THE LANDSCAPE ARCHITECT MUST APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL BEFORE INSTALLATION.
8.THE CONTRACTOR SHALL PROTECT EXISTING FEATURES ON SITE.
9.ALL PLANTING AREAS, AND UNPAVED AREAS ON SITE NOT SPECIFIED FOR BED AREAS, MUST BE COMPLETELY SODDED, SEEDED, OR HYDROSEEDED. ANY PERMEABLE AREAS (ON SITE, OFF SITE, OR IN
RIGHT-OF-WAY, DAMAGED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND SODDED, SEEDED OR HYDROSEEDED. ALL SLOPES THAT EXCEED 3:1 SHALL BE TREATED WITH SOD UNLESS SPECIFIED
OTHERWISE ON PLAN.
10.ALL BEDS AREAS SHALL BE PREPARED FOR PLANTING BY REMOVING GRASS AND WEEDS FROM THE AREA, ROTO TILLING TO A MINIMUM DEPTH OF 6", AND MIXING BED AMENDMENT INTO THE PREPARED
BED AREA TO A DEPTH OF 4". AMOUNT AND TYPE OF AMENDMENT TO BE LOCALLY SOURCED BED MIX AND/OR COMPOST FREE OF DEBRI, ROOTS, AND SEED.
11.ALL BED AREAS SHALL RECEIVE A MINIMUM 2" SHREDDED HARDWOOD MULCH OVER WEED BARRIER FABRIC UNLESS SPECIFIED ON PLAN DIFFERENTLY. BED AREAS ADJACENT TO TURF GRASS LAWN
AREAS SHALL BE SEPARATED FROM THE LAWN WITH LANDSCAPE EDGING.
12.THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THESE PLANS, BEFORE PRICING THE WORK.
13.THE LANDSCAPE CONTRACTOR SHALL FULLY MAINTAIN ALL PLANTING (INCLUDING BUT NOT LIMITED TO WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS AND LAWNS FOR 90
DAYS AFTER SUBSTANTIAL COMPLETION.
14.THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL
PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE GUARANTEE PERIOD (AS PER DIRECTION OF THE OWNER).
15.ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE
SAME SPECIES, QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS.
16.STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUMS QUALITY REQUIREMENTS FOR PLANT MATERIAL.
17.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FINISHED GRADING ALL LANDSCAPE PARKING ISLANDS. FINISHED GRADE IN ISLANDS IS TO BE CROWNED APPROXIMATELY 12"-18" ABOVE THE TOP OF
CURB. SOIL IN ISLANDS IS TO BE FREE OF UNSUITABLE MATERIAL AND DEBRIS I.E. GRAVEL OR ASPHALT.
18.IF CONTRACTOR IS UNABLE TO DIG PLANT PITS TO A DEPTH THAT WILL PROVIDE THE AREA OF SOIL AROUND THE ROOT BALL DUE TO ROCK, CONTACT ARCHITECT, CIVIL ENGINEER, AND CITY
HORTICULTURIST IMMEDIATELY.
19.THE TOP EDGE OF ALL LANDSCAPE EDGING SHALL BE A MINIMUM OF 5" BELOW FINISHED FLOOR ELEVATION.
20.THE LANDSCAPE CONTRACTOR SHALL PROVIDE AND INSTALL SITE IRRIGATION SYSTEM AFTER DESIGN IS SUBMITTED FOR APPROVAL. IRRIGATION SLEEVES SHALL BE PROVIDED UNDER ALL ENTRANCE
DRIVES.
GENERAL LANDSCAPE NOTES:
10 TREES 10 TREES
578 SF 930 SF
21 TREES
126 SHR.
13 TREES
21 TREES
126 SHR.
13 TREES
9 TREES
54 SHRUBS
9 TREES
57 SHRUBS
SYMBOL QTY COMMON / BOTANICAL NAME CONT CAL SIZE
TREES
17 Existing to Remain /B & B
22 Red Maple / Acer rubrum B & B 2"Cal 12-14` HT
13 White Ash / Fraxinus americana B & B 2"Cal 12-14` HT
14 Shumard Red Oak / Quercus shumardii B & B 2"Cal 12-14` HT
SYMBOL QTY COMMON / BOTANICAL NAME CONT MIN. HT
SHRUBS
23 Glossy Abelia / Abelia x grandiflora `Kaleidoscope`5 gal 24"
73 Japanese Barberry / Berberis thunbergii `Aurea Nana`5 gal 24"
68 Schillings Dwarf Yaupon Holly / Ilex vomitoria 'Schillings Dwarf'5 gal 24"
19 Spartan Juniper / Juniperus chinensis `Spartan`5 gal 24"
65 East Bay Japanese Privet / Ligustrum japonicum 'East Bay'5 gal 24"
22 Ruby Fringe Flower / Loropetalum chinense rubrum 'Ruby'5 gal 24"
167 Dwarf Wax Myrtle / Myrica cerifera `Pumila`3 gal 24"
SYMBOL QTY COMMON / BOTANICAL NAME CONT SPACING
GROUND COVERS
67,354 sf Tif 419 Bermuda Grass / Cynodon dactylon `Tif 419`sod
PLANT SCHEDULE
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457 COURT STREET
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757-373-1590
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757-373-1590
WWW.DSGENG.COM
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0
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2
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2
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2
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28
37
4
1
4
3
4
2
4
1
4
3
4
4
4
4
43
40
41
43
43
43
40
40
42
4
3
4
3
4
1
3
9
4
1
4
2
43
42
40
40
42
43
43
41
40
4
2
4
3
4
4
4
2
4
0
4
0
42
41
37
29
3
4
46
52
54
52
50
53
55
55
54
5
0
5
2
5
5
5
5
5
4
5
1
50
53
55
54
52
50
52
54
54
5
3
5
0
5
1
5
4
5
5
5
5
52
50
53
55
55
53
50
51
53
52
47
3
6
35
48
54
5
5
5
4
5
3
5
5
5
7
5
7
55
53
54
57
58
57
54
53
56
57
5
7
5
5
5
3
5
4
5
7
5
7
56
53
53
56
57
57
54
53
5
5
5
7
5
7
5
6
5
3
5
3
5
5
54
49
37
3
5
4
7
53
55
53
53
55
57
57
55
53
54
5
7
5
8
5
7
5
4
5
3
5
6
57
57
55
53
54
57
57
56
5
3
5
4
5
6
5
7
5
7
5
5
5
3
55
57
57
56
53
53
55
54
49
3
7
34
46
51
53
5
1
5
0
5
3
5
5
5
5
5
3
50
51
54
55
54
51
50
53
55
55
5
2
5
0
5
2
5
5
5
5
5
4
51
51
54
55
55
52
51
53
55
5
5
5
4
5
0
5
1
5
3
52
4
7
36
2
6
3
6
40
4
2
40
39
41
43
43
42
40
40
4
3
4
3
4
3
4
1
4
0
4
2
43
43
41
40
41
43
44
43
41
41
4
3
4
4
4
4
4
2
4
1
43
4
5
45
43
41
41
42
41
38
2
9
2
5
2
7
2
8
2
8
29
27
36
39
38
39
40
38
4
6
5
0
4
8
4
9
5
1
4
8
53
57
56
56
59
54
57
61
6
0
6
1
6
3
5
8
59
6
4
62
63
65
59
59
64
63
63
6
5
6
0
5
9
6
5
6
3
64
66
60
58
63
62
62
64
5
8
5
5
6
0
5
9
59
61
55
51
55
54
54
5
6
5
0
4
2
4
4
4
0
3
7
36
32
33
34
32
30
30
2
7
2
1
2
3
2
2
2
2
21
19
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Know what's below.
before you dig.Call
R
DRAWING SCALE
Luminaire Schedule
S\PERO 4W\LDEHO AUUDQJHPHQW L0F LXP LXPHQV LXP :DWWV PDUW 1XPEHU
32 &P<F13L SLQJOH 1000 1370 8&P<20&13L7.7FULD0:++=
12 &P<F13L %=S,1GLE 1000 1370 8&P<20&13L7.7FULD0:+%=
7 &P<FL S,1GLE 1000 90 31 &P<20&L7.7FULD0%.+=
7 2S4:S,1GLE 1000 020 27 2S4:&L7.730UL:0%.
3 ;SPLG30E S,1GLE 1000 23800 18;SPLGD+730E2L7.7UL%.1
;SPLG0E S,1GLE 1000 23800 18;SPLGD+70E2L7.7UL%.1
3 ;SPLG0E2 2 @ 90°1000 23800 18;SPLGD+70E2L7.7UL%.1
1 ;SPLG0E2 180 2 @ 180°1000 23800 18;SPLGD+70E2L7.7UL%.1
;SPLG0E3 3 @ 90°1000 23800 18;SPLGD+70E2L7.7UL%.1
Calculation Summary (Footcandles calculated using LMF: 1.00)
LDEHO UQLWV AYJ 0D[0LQ AYJ0LQ 0D[0LQ
&AL&S FF 228 00 1A1A
GAS &A12P<FF 887 8 2188 223
7RU&. &A12P<FF 83 19 237
A,R9A&FF 1110 111 111 100 100
APPR2A&+ 1 FF 0 92 17 321
APPR2A&+ 2 FF 29 91 2203 30
APPR2A&+ 3 FF 09 27 189 237
%LDG S,DE:AL. S72REFR217 P.G FF 108 171 127
&A12P< 72 %U,LD,1G FF 1188 31 21 12
PA9E0E17 FF 7233 12 3 192
7A1. PAD FF 119 19 71 13 22
7RAS+ PAD FF 1081 127 79 137 11
7RU&. PA9E0E17 FF 131 13 39 1008
Pole Schedule
(9) SSS-4-11-17-CW-BS-OT-N-BK (17' X 4" X 11ga STEEL SQUARE POLE)
(8) SSS-6-7-30-CW-BS-OT-N-BK (30' X 6" X 7ga STEEL SQUARE POLE)
Proposed poles meet 140 MPH sustained winds.
Additional Equipment:
(8) PD-1H4BK (Single Head Tenon)
(1) PD-2H4(180)BK (Twin Head Tenon @ 180°)
(3) PD-2H4(90)BK (Twin Head Tenon @ 90°)
(4) PD-3H4(90)BK (Triple Head Tenon @ 90°)
*** CUSTOMER TO VERIFY ORDERING INFORMATION AND
CATALOGUE NUMBER PRIOR TO PLACING ORDER ***
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14" WIDE x 14" OF THICKNESS OF
SLAB - TOOLED JOINT
ASPHALT IMPREGNATED EXPANSION JOINT
WITH "SNAP-CAP" BY W.R. MEADOWS
PROVIDE SEALANT
SLAB CONTROL JOINT (C.J.)EXTERIOR SLAB EXPANSION
JOINT (E.J.)
FOR 5' OR 8' WALKS, INSTALL A CONTROL JOINT
EVERY 5' AND ONE IN THE CENTER (5' FROM THE
BACK OF THE BUILDING FOR EXAMPLE)
DETAILS ONLY APPLY TO BUILDING SIDEWALK.
THEY DO NOT APPLY TO INTERIOR SLAB OR SITE
CONCRETE.
CONCRETE PAVEMENT JOINT DETAILS
TYPE OF JOINT USE DESCRIPTION DETAIL
A. CONTROL JOINT
("SJ" ON FUEL PROTOTYPES)
1. SAWN
2. PREMOLD STRIP
3. HAND FORMED AND SAWN
AT CRITICAL JOINTS
B. EXPANSION JOINT
(ISOLATION JOINT)
C. CONSTRUCTION JOINT
("CJ" ON FUEL PROTOTYPES)
USE SPECIFICATION ACI 360R-06 TO PLACE
CONTROL JOINTS SO AS TO UNIFORMLY DIVIDE
SLABS INTO NOMINAL 12' x 12' (STANDARD-DUTY)
OR 16' x 16' (HEAVY-DUTY) SECTIONS. (SEAL
CONTROL JOINTS ONLY IF SPECIFIED ON
DRAWINGS OR BY OWNER'S REPRESENTATIVE.
PLACE AGAINST CONCRETE TANK SLAB,
ABUTTING ROADWAY PAVEMENTS AND
STRUCTURES (BUILDINGS, CANOPY COLUMNS,
CATCH BASINS, ETC.)
CONSTRUCTION JOINTS MUST BE APPROVED BY
OWNER'S REPRESENTATIVE. PLACE WHEN
CONTINUOUS POUR OPERATIONS ARE
SUSPENDED FOR MORE THAN 30 MINUTES.
D
D
D
D
OR
D/
3
14"
JOINT SEALANT - 34" DEEP (MIN.)
HELD 14" BELOW SURFACE
NEW
WORK
EXISTING CONCRETE
PAVEMENT OR
STRUCTURE
JOINT SEALANT - 34" DEEP (MIN.)
HELD 14" BELOW SURFACE
12" EXPANSION MATERIAL
USE REMOVABLE MATERIAL
DURING FORMING REQUIRED
TO OBTAIN A 34" RECESS
12" THICK ASPHALT IMPREGNATED
EXPANSION JOINT MATERIAL
GASOLINE RESISTANT JOINT SEALING
COMPOUND-REF SPEC SECTION V
CONCRETE / PART 2 - PRODUCTS / 2.1.9
Ø1" DOWEL x 18" LONG AT
12" O.C. WITH COATING
MEETING ASTM B117
NEW
WORK
TAPERED
KEYWAY
1'
5'-0"3'
34" MIN.
D/
2
PAVING EXECUTION NOTES:
1. LOCATE AND INSTALL CONSTRUCTION, ISOLATION, AND
EXPANSION JOINTS AS INDICATED OR REQUIRED.
2. PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN
PLANNED JOINTS OR SECTIONS. DO NOT ADD WATER TO ADJUST
SUMP.
3. FLOAT SURFACES TO TRUE PLANES WITHIN A TOLERANCE OF 14INCH IN 10 FEET.
4. TOOL EDGES AND JOINTS TO A RADIUS OF 14 INCH FOR SIDEWALKS.
5. ALLOW CONCRETE PAVING TO CURE FOR A MINIMUM OF 28 DAYS
AND DRY BEFORE STARTING PAVEMENT MARKING.
6. APPLY TRAFFIC PAINT WITH MECHANICAL EQUIPMENT TO A
MINIMUM WET FILM THICKNESS OF 15 MILS.
7. PROTECT CONCRETE PAVING FROM DAMAGE. EXCLUDE TRAFFIC
FROM PAVING FOR AT LEAST 14 DAYS.
CONCRETE PAVEMENT GENERAL NOTES:
1. SEE FUEL PROTOTYPE FOR ADDITIONAL REQUIREMENTS FOR TANK
SLABS.
2. SEE FUEL PROTOTYPE FOR ADDITIONAL REQUIREMENTS FOR
DISPENSER ISLAND SLABS.
3. A GEOTEXTILE OR GEOGRID IS ONLY NEEDED WHEN THE
GEOTECHNICAL REPORT AND/OR A GEOTECH EXPERT REQUIRES IT
FOR THE SPECIFIC SITE'S SOIL CONDITIONS.
4. UNDISTURBED SOIL OR COMPACTED BACK FILL NOT LESS THAN 95%
OF MODIFIED PROCTOR DENSITY (AASHTO-T-180).
5. REFER TO CIVIL DESIGN GUIDELINES (CDG) FOR PAVEMENT
LOCATION GUIDANCE.
6. CONTRACTOR REFER TO THE GEOTECH REPORT FOR PAVEMENT
AND FOUNDATION DESIGN AND CONSTRUCTION
RECOMMENDATIONS IF MORE STRINGENT THAN PROTOTYPE
DETAILS.
7. COMPACTION IS NOT REQUIRED OVER THE TANK PIT(S).
ASPHALT SEALING
1. SURFACE CLEANING
THE SURFACE TO BE SEALED SHALL BE FREE FROM DIRT AND OTHER FOREIGN
MATTER. ANY ACCUMULATIONS OF OIL PR GREASE SHALL BE CLEANED OFF THE
PAVEMENT WITH DETERGENT SOLUTION. THE RESIDUE OF WHICH SHALL BE
THOROUGHLY WASHED AWAY WITH CLEAN WATER BEFORE SEALANT IS APPLIED.
2. SEALING:
THE SEAL COATING MATERIAL SHALL BE COMPRISED OF A RUBBERIZED COAL-TAR
PITCH EMULSION AND SHALL MEET OR EXCEED FEDERAL SPECIFICATION R-P-355e.
SUPPLIED IN CONCENTRATED FORM, IT SHALL BE DILUTED A MINIMUM OF 15% AND A
MAXIMUM OF 25% WITH FRESH, CLEAN WATER. THE SEALANT MATERIAL SHALL
CONTAIN 5-6 LBS. PER GALLON OF FINE , CLEAN, DRY SILICAS AND MEETING THE
FOLLOWING GRADATION:
SIEVE SIZE
#16
#30
#50
#100
% PASSING
100
80-100
10-60
0-5
THE SEALANT SHALL BE APPLIED TO THE PAVEMENT IN TWO COATS AT THE RATE OF
0.08 TO 0.12 GALLONS PER SQUARE YARD. A LATEX ADDITIVE MAY ALSO BE ADDED
TO THE SEALANT TO ALLOW FOR QUICKER DRYING TIME IN THOSE AREAS SPECIFIED
BY OWNER'S REPRESENTATIVE.
CONTRACTOR MUST REFER TO THE GEOTECH
REPORT FOR PAVEMENT AND FOUNDATION DESIGN
AND CONSTRUCTION RECOMMENDATIONS
WHERE OVERLAY IS NOT SPECIFIED FOR ENTIRE EXISTING SURFACE, THE
INTERFACE BETWEEN THE NEW OVERLAY AND THE OLD PAVEMENT
SURFACE SHALL BE PER THE ABOVE DETAIL. FEATHERING OF THE
ASPHALT TO MEET THE EXISTING PAVEMENT WILL NOT BE ACCEPTABLE.
EXISTING PAVEMENT
TACK COAT, SEE OVERLAY
NOTES #4 & #5
1
12"
MI
N
.
EDGE DETAIL
CONCRETE SUBBASE
ASPHALT SUBBASE
ASPHALT PAVEMENT GENERAL NOTES:
1. ALL WORK SHALL BE IN CONFORMANCE WITH OWNER'S
SPECIFICATIONS FOR ASPHALTIC CONCRETE PAVING.
2. GEOGRID IS ONLY NEEDED WHEN THE GEOTECHNICAL
REPORT AND/OR A GEOTECH EXPERT REQUIRES IT FOR
THE SPECIFIC SITE'S SOIL CONDITION.
3. FOR SUBSURFACE DRAINAGE OR STABILITY ISSUES
DURING CONSTRUCTION (UNDER DIRECTION BY GEOTECH
EXPERT):
A. SUBSURFACE DRAINAGE ISSUE - REFER TO
GUIDELINES FOR DEWATERING ISSUES TO DERIVE
ACCEPTABLE OPTIONS.
B. SUBSURFACE STABILITY ISSUE - INSTALL GEOGRID
PER GEOTECH EXPERT RECOMMENDATION.
4. THE PAVEMENT SHALL BE THOROUGHLY CLEANED AND A
TACK COAT OF ASPHALT SHALL BE APPLIED BEFORE THE
OVERLAY IS PLACED.
5. REFER TO CIVIL DESIGN GUIDELINES (CDG) FOR
PAVEMENT LOCATION GUIDANCE.
OVERLAY DETAIL NOTES:
1. THE OVERLAY SHALL BE PLACED IN ACCORDANCE WITH
OWNER'S SPECIFICATIONS.
2. ALL FAILED AREAS SHALL BE REPAIRED WITH PROPER
PATCHES BEFORE OVERLAY IS PLACED.
3. IF THE SURFACE IS DISTURBED, THE CONTRACTOR SHALL
CONSTRUCT LEVELING COURSES TO RESTORE PROPER
LINE AND CROSS SECTION.
4. THE PAVEMENT SHALL BE THOROUGHLY CLEANED AND A
TACK COAT OF ASPHALT SHALL BE APPLIED BEFORE THE
OVERLAY IS PLACED.
5. ALL VERTICAL SURFACES COMING IN CONTACT WITH THE
OVERLAY SHALL BE SPRAYED OR PAINTED WITH A
UNIFORM COATING OF EMULSIFIED ASPHALT
IMMEDIATELY PRIOR TO PAVEMENT CONSTRUCTION.
6. CONTRACTOR IS RESPONSIBLE FOR ENSURING PROPER
SURFACE DRAINAGE. PONDING OR PUDDLING OF WATER
ON THE FINAL SURFACE WILL BE UNACCEPTABLE.
7. REPLACE IN KIND ANY EXISTING TRAFFIC LOOPS AND/OR
RELATED SENSOR EQUIPMENT THAT IS REMOVED OR
DAMAGED DUE TO PAVEMENT MILLING ACTIVITY.
6"
6"
8"
8"
4"
4"
3"
6"
2"
2"
8"
8"
VA
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4,000 PSI FIBER-REINFORCED CAST-IN-PLACE CONCRETE
BASE: COMPACTED CRUSHED LIMESTONE OR EQUAL
GEOTEXTILE FABRIC OR GEOGRID, SEE CONCRETE
PAVEMENT GENERAL NOTE 3.
SUBGRADE: COMPACTED CLEAN EARTH MATERIAL
AUTO PARKING AREAS, AUTO CANOPY SLAB, AND OTHER LIMITED SERVICE TRAFFIC AREAS
HEAVY LOAD TRAFFIC AREAS
AUTO TANKS, CFL TANKS, AND COMBINED TANK PITS
PEDESTRIAN TRAFFIC AREAS
AUTO PARKING AREAS AND OTHER LIMITED SERVICE TRAFFIC AREAS
HEAVY LOAD TRAFFIC AREAS
SUBGRADE: COMPACTED CLEAN EARTH MATERIAL
SUBGRADE: COMPACTED CLEAN EARTH MATERIAL
SUBGRADE: COMPACTED CLEAN EARTH MATERIAL
SUBGRADE: COMPACTED CLEAN EARTH MATERIAL
4,000 PSI FIBER-REINFORCED CAST-IN-PLACE CONCRETE
BASE: COMPACTED CRUSHED LIMESTONE OR EQUAL
GEOTEXTILE FABRIC OR GEOGRID, SEE CONCRETE
PAVEMENT GENERAL NOTE 3.
4,000 PSI FIBER-REINFORCED CAST-IN-PLACE CONCRETE
BACKFILL: PEA GRAVEL (OR APPROVED EQUAL)
UNDERGROUND STORAGE TANK
4,000 PSI FIBER-REINFORCED CAST-IN-PLACE CONCRETE
BASE: COMPACTED CRUSHED LIMESTONE OR EQUAL
COMPACTED ASPHALT CONCRETE
AGGREGATE BASE: COMPACTED CRUSHED LIMESTONE OR EQUAL
GEOGRID, SEE ASPHALT PAVEMENT GENERAL NOTE 3.
WEARING COURSE: COMPACTED ASPHALT CONCRETE
TACK COAT, SEE ASPHALT PAVEMENT GENERAL NOTE 4.
BASE: COMPACTED ASPHALT CONCRETE
AGGREGATE BASE: COMPACTED CRUSHED LIMESTONE OR EQUAL
GEOGRID, SEE ASPHALT PAVEMENT GENERAL NOTE 3.
EXISTING PAVEMENT
TACK COAT, SEE OVERLAY
DETAIL NOTE 4
ASPHALT OVERLAY FABRIC,
SEE OVERLAY DETAIL NOTE 2
LEVELING COURSE - DEPTH TO
BE DETERMINED BY PAVEMENT
CONDITION
1 12" WEARING COURSE
TACK COAT, SEE OVERLAY
DETAIL NOTE 4
EXISTING CONCRETE
TACK COAT, SEE OVERLAY
DETAIL NOTE 4
ASPHALT OVERLAY FABRIC,
SEE OVERLAY DETAIL NOTE 2
LEVELING COURSE - DEPTH TO
BE DETERMINED BY PAVEMENT
CONDITION
1 12" WEARING COURSE
TACK COAT, SEE OVERLAY
DETAIL NOTE 4
10 CONCRETE WALK JOINTING SECTIONS
NOT TO SCALE
9 CONCRETE PAVEMENT JOINTING SECTIONS
NO SCALE
8 ASPHALT OVERLAY PAVEMENT SECTIONS
NOT TO SCALE
7 ASPHALT SEALING NOTES
NO SCALE
6 HEAVY-DUTY ASPHALT PAVEMENT SECTION
1 1/2" = 1'-0"
5 STANDARD-DUTY ASPHALT PAVEMENT SECTION
1 1/2" = 1'-0"
4 CONCRETE WALK PAVEMENT SECTION
1 1/2" = 1'-0"
3 TANK SLAB CONCRETE PAVEMENT SECTION
1 1/2" = 1'-0"
2 HEAVY-DUTY CONCRETE PAVEMENT SECTION
1 1/2" = 1'-0"
1 STANDARD-DUTY CONCRETE PAVEMENT SECTION
1 1/2" = 1'-0"
1.
5
"
3"
5.
5
"
SUBGRADE: COMPACTED MEETING NCDOT STANDARDS
WEARING COURSE: S9.5C
TACK COAT, SEE ASPHALT PAVEMENT GENERAL NOTE 4.
INTERMEDIATE COURSE: I19.0C
AGGREGATE BASE: B25.0C
GEOGRID, SEE ASPHALT PAVEMENT GENERAL NOTE 3.
7 NCDOT TURN LANE ASPHALT PAVEMENT SECTION
1 1/2" = 1'-0"CONFINAL LIFT OF ASPHALT SHOULD BE MILLED INSIDE
EXISTING TRAVEL LANE TO ERADICATE CONFLICTING
MARKINGS AND LOCK IN THE PAVEMENT MI
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PLAN @ BASE PLATE
S20 PIPE BOLLARD
PLAN VIEW
ELEVATION
3'
-
0
"
6"
3'
-
0
"
4'-1"
Ø1'-0"
6"
3'
-
9
"
1'-6"
12" EXPANSION JOINT
MATERIAL TYP.
CONCRETE
PAVEMENT
CONCRETE FOOTING
PER SPECS - Ø12"
SONOTUBE x 36" LONG
TOP OF GRADE 1'-
1
0
12"
1'
-
1
0
12"
DISPENSER ISLAND
RAISED
ISLAND
GALVANIZED POST, ALL MATERIAL & INSTALLATION
METHODS WILL MEET STATE HIGHWAY DEPT.
STANDARD GUARDRAILS AND POSTS WILL BE
FURNISHED & INSTALLED BY CONTRACTOR
1'-6" UNLESS OTHERWISE NOTED
PAVED AREA
EDGE OF PAVEMENT
DRIVE
AREA
BERM
3'
-
6
"
2'
-
3
"
84"
1.5"
12" MIN.
TO EDGE
NUMBER OF RUNGS MAY
VARY PER LOCAL CODE
2" SCH. 40 STEEL PIPE
12" REBAR
R6.00"
2.375"
3"
POURED CONCRETE BASE
34
"
47
"
13
"
RE
F
.
10
.
2
5
"
1.5"
GRADE
3 TIMES
PIPE Ø
GENERAL NOTES:
1. MAXIMUM BOLLARD SPACING IS 5' ON CENTER
2. CONCRETE TO BE 4,000 PSI MIN. UNCONFINED COMPRESSIVE STRENGTH.
3. REINFORCING STEEL CONFORMS TO ASTM A615 GRADE 60.
4. BOLLARD PIPE IS ASTM A53, TYPE E, GRADE B OR A500 GRADE B/C.
5. PROVIDE HIGH-DENSITY POLYETHYLENE (HDPE) BOLLARD COVER. COVER
TO BE IDEALSHIELD (OR APPROVED EQUAL) 1/8" THICK, BLACK, 6" PIPE FIT,
DOME TOP, 48" TALL.
6. DO NOT FILL BOLLARD PIPE WITH CONCRETE. TEMPORARILY SEAL BOTTOM
AS NECESSARY TO PREVENT CONCRETE INTRUSION WHILE POURING.
7. USE SONOTUBE IN SANDY OR OTHER SOILS THAT MIGHT CAVE IN.
8. DIMENSIONS IN PARENTHESIS ARE NOMINAL.
9. COLD JOINT ACCEPTABLE THIS LINE FOR NEW INSTALLATIONS IN
MONOLITHIC POUR CONCRETE PAVEMENT.
10. SLOPE TOP OF CONCRETE AWAY FROM BOLLARD 1/4" FROM PIPE TO EDGE
OF DRILLED SHAFT OR CAP.
11. INCREASE DEPTH OF CAISSON AND BOLLARD PIPE TO MEET LOCAL
JURISDICTION MIN. FROST DEPTH REQUIREMENT.
12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY NO UTILITY
CONFLICTS EXIST WHERE BOLLARDS ARE TO BE INSTALLED, PRIOR TO
INSTALLATION.
DESIGN SPECIFICATIONS: ASTM F3016-19 CONDITION DESIGNATION S20
AISLE WIDTH CAN VARY,
MAINTAIN A MINIMUM 4.5'
O.C. SPACING, MAXIMUM
5.0' SPACING.
PARKING
STRIPE
12
"
(
T
Y
P
.
)
4.5"
TYP.
4.5"
TYP.
SIDEWALK
PROPOSED
BOLLARD
(0.
4
3
2
"
)
(Ø
6
.
6
2
5
"
)
83
"
(Ø6.625")
A A
SECTION A-A
N.T.S.
HDPE BOLLARD COVER
6" SCH. 80 PIPE BOLLARD (DO
NOT FILL WITH CONCRETE)
SIDEWALK PAVEMENT
CONCRETE PAVEMENT
SEE NOTE 10
SEE NOTE 9
DRILLED SHAFT CONCRETE FOUNDATION
IN-SITU SOIL
44
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48
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39
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42
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3"
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Ø14"
BOLLARD LAYOUT
LIGHT POLE, FIXTURE, LAMP & CONDUCTOR
INSTALL PER MANUFACTURER'S INSTRUCTIONS
GENERAL NOTES:
1. RUB CONCRETE TO REMOVE SONOTUBE FORM
LINES AND FILL ALL HOLES FOR SMOOTH FINISH.
WEATHERSEAL ALL EXPOSED CONCRETE.
2. VERIFY ANCHOR ROD LAYOUT AND EMBEDMENT
REQUIREMENTS WITH POLE SUPPLIER.
3. COORDINATE LOCATIONS WITH CIVIL.
4. LIGHT POLE FOUNDATIONS LOCATED IN CFL
TRAFFIC AREAS OR PARKING AREAS ARE
RECOMMENDED TO EXTEND 5'-0" ABOVE GRADE
AND BE A MIN. Ø3'-0".
CAMERA HARDWARE MOUNTED AND FINAL
CONNECTIONS BY OTHERS
WEATHER TIGHT GLANDS AND NUTS
CONTRACTOR TO CUT HOLES IN COVER FOR WIRING
34" FLEXIBLE CONDUIT BY CONTRACTOR
JUNCTION BOX @ HAND HOLE (FIELD CONNECTIONS BY CONTRACTOR)
INSTALL #12 AWG CU BONDING JUMPER FROM EACH GROUNDING
CONDUCTOR IN CONDUITS TO LIGHT POLE FRAME. ENSURE METAL
TO METAL CONTACT FROM GROUNDING CONDUCTOR TO FRAME.
BASE PLATE COVER
CONDUITS STUBBED UP TO BOTTOM OF HAND HOLE
NOTE:
NUTS & WASHERS BOTH ABOVE & BELOW BASE.
FINISH NUTS & WASHERS TO MATCH POLE. (TYP.)
APPLIES TO FLOOD LIGHT POLES AND SIGN POLES.
ROUND FORMED CONCRETE PIER TO BE
CONSTRUCTED ON ONE CONTINUOUS POUR,
CONCRETE STRENGTH: 4,000 PSI MIN. (28 DAY) (ACI
301) WITH ASTM AG15, GRADE 60 REINF.
EOR TO DESIGN LIGHT POLE FOUNDATION
GRADE
1" ELECTRICAL CONDUIT 120 VAC
(LIGHTING POWER SUPPLY)
STUB 1" CONDUIT FROM OFFICE FOR FUTURE USE OR
SECURITY CAMERA SIAMESE CABLE AND 24 VAC,
CAMERA ENCLOSURE POWER SUPPLY AS NEEDED
PER PLOT PLAN
CONC.
ANCHOR BOLTS PER POLE
MANUFACTURER24"
MIN.
CONCRETE BASE BELOW
CONDUIT(S)
11
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17
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3'
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3" CLR.
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4"
1" @ 45° CHAMFER
1"
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ELECTRICAL STUB-UP WITH
ELECTRICAL WEATHERPROOF BOX
3'
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512"
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AIR/VACUUM BY
AIR-SERV GROUP, LLC
PLAN VIEW
ELEVATION
1. ELECTRICAL NEEDS ARE #10 WIRE (30 AMP) WITH GROUND
MA
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2
%
SL
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DESIGNER NOTES:
1. CALIFORNIA SITES REQUIRE AIR/WATER AND THAT THERE BE A
FREE OPTION THROUGH THE REMOTE SYSTEM.
2. DESIGNER TO SEPARATE THE VACUUM SERVICE AT CAR WASH
LOCATIONS IF TWO PLACEMENTS ARE AVAILABLE. OPTION TO
PROVIDE AIR/WATER/VACUUM THOUGH THE SAME MACHINE IF
NECESSARY.
NOTE:
MAXIMUM 2 PERCENT GRADE SLOPE EACH WAY REQUIRED FOR
AMERICANS WITH DISABILITIES ACT.
G.C. TO PROVIDE CONCRETE SLAB AND UTILITIES. AIR-SERV TO
PROVIDE EQUIPMENT AND MAKE FINAL CONNECTIONS.
6"
4' (MAX.)
3'
-
6
"
(
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END POSTS AND EVERY FOURTH POST
BETWEEN MUST BE EPOXY GROUTED
INTO PIPE SLEEVE AND FLANGED WITH
4" MIN. SQUARE FLANGE.
ALL RAILS AND POSTS SHALL BE
Ø1- 12" ALUMINUM OR GALVANIZED
CARBON STEEL PIPE.
ALL PICKETS SHALL BE 12" SQUARE OR ROUND
STOCK OF ALUMINUM OR GALVANIZED CARBON
STEEL PLACED 4" MAXIMUM ON CENTER.
4" MIN. SQUARE FLANGE WITH (4) Ø 38" MIN.
CONCRETE ANCHOR BOLTS WITH 1- 12" MIN.
EMBEDMENT AT EACH POST BETWEEN
EPOXY GROUTED POSTS. (EXPANSION
ANCHORS ARE UNACCEPTABLE)6'-0"
6"
3'
-
0
"
1'-6"
DEEP MOUNT S20 BOLLARD IN CONCRETE PAVING
U-SHAPED BOLLARD LOCATED AT ALL AUTO CANOPY
LAYOUTS. SEE FUEL PROTOTYPE FOR LOCATIONS.
(8) #8 VERTICAL
REBAR
#4 HORIZONTAL
REBAR
FORM ABOVE GRADE
DO NOT FORM
BELOW GRADE
(8) #8 VERTICAL
REBAR
#4 HORIZONTAL
REBAR
CONCRETE
GRADE
C C
5'
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8'-
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2'-6"
3'-0"
3"3"
3'-0"
1'
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3"
1'
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10
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9'-8"
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Ø2'-0"3"
CLEARANCE BAR BY
SIGNAGE VENDOR
BASE PLATE AND
ANCHOR BOLTS BY
SIGNAGE VENDOR
NATURAL FINISH OR
ENGINEERED FILL
ROAD BEDCURB AND GRADE MAY
VARY PER LOCATION
(4) Ø12" PER SIGNAGE VENDOR
SITE-ADAPT ENGINEER TO DESIGN
FOUNDATION REINFORCEMENT
NOTE:
G.C. RESPONSIBLE FOR CLEARANCE BAR FOUNDATION
ONLY. SIGNAGE VENDOR TO SUPPLY CLEARANCE BAR,
POST, AND ANCHORAGE TO FOUNDATION.
DESIGNER NOTE:
SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY
SITE-ADAPT LICENSED ENGINEER.
CLEARANCE BAR HEIGHT
MAY REQUIRE ADJUSTMENT
TO ACCOMODATE CURB
AND/OR FOUNDATION HEIGHT
4 GUARDRAIL SECTION
NOT TO SCALE
9 CAR WASH CLEARANCE BAR
NOT TO SCALE 8 AREA LIGHT POLE FOUNDATION
NOT TO SCALE
7 SAFETY RAIL
NOT TO SCALE
6 BIKE RACK
NOT TO SCALE
5 AIR-VAC MACHINE
NOT TO SCALE 3 HEAVY-DUTY GUARD POST
NOT TO SCALE
2 ISLAND GUARD POST
NOT TO SCALE
1 STORE FRONT GUARD BOLLARDS
NOT TO SCALE
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CDT-10.1
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CDT-10.2
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FOR USE WHEN COLD WEATHER CONDITIONS CAUSE ASPHALT PAVEMENT
TO BE PLACED BEFORE THE CONCRETE CURB.
PREFERRED METHOD
ALTERNATE METHOD
EXISTING GRADE
BOTTOM OF CURB POUR
APROX. 1'-0" BELOW GRADE
BASE
EXISTING PAVEMENT
NEW EXTRUDED CONC. CURB
SOIL TIE WITH WIRE TOP
AND BOTTOM
BASE
EXISTING PAVEMENT
NEW EXTRUDED CONC. CURB
SOIL
EXISTING GRADE
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1
2
1
SUPPORT WITH #4 BARS 4'-0" C-C THE
LENGTH OF THE CURB EXTENDING INTO
THE SOIL ENOUGH TO SUPPORT
DURING THE POUR.
2 USE (2) #4 BARS WITH 3" OF COVER ON
SIDES, TOP AND BOTTOM AND 2"
COVER ON ENDS OF CURB.
2
TIE WITH WIRE
1 SUPPORT WITH #4 BARS 4'-0" C-C THE
LENGTH OF THE CURB EXTENDING 1'-0"
INTO THE PAVEMENT AND BASE.
2 USE (1) #4 BAR CENTERED
LONGITUDINALLY IN THE CURB WITH 2"
OF COVER ON ENDS OF CURB.
1'
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0
"
12" EXPANSION JOINT ONLY IF DRIVE IS
CONCRETE (FULL DEPTH OF CONC. SLAB)
TOOLED CONTROL
JOINTS @ 12' O.C.
#4 BAR CONT.
SEE PLOT OR LANDSCAPING PLAN
FOR PLANTING REQUIREMENT
NOTE:
CONTRACTOR MAY SUBSTITUTE CURB &
GUTTER (2/CPC-2) UNLESS SPECIFIED
OTHERWISE ON PLOT PLAN.
NOTE:
GUTTER TO BE SLOPED DOWN GRADIENT TOWARDS CURB WHEN SITE GRADE
IS TOWARDS CURB. GUTTER TO BE SLOPED DOWN GRADIENT AWAY FROM
CURB WHEN SITE GRADE IS AWAY FROM CURB. MAY BE MACHINE FORMED.
UNDISTURBED OR COMPACTED
SUBGRADE
COMPACTED BASE MATERIAL
EXTEND TO BOTTOM OF
PAVEMENT SECTION
FINISH GRADE TO TOP OF
CURB UNLESS OTHERWISE
SPECIFIED ON CONTOUR PLAN
6"
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6"
6"
BITUMINOUS PAVING
SLOPE 34" PER FT.
(SEE NOTE BELOW)R1"
3"12" MIN.
CONCRETE WALK WITH
MEDIUM BROOM FINISH
4,000 PSI C.I.P. CONCRETE
WITH FIBER REINFORCING
TOOLED SCORE
NOTES:
1.TYPICALLY THERE IS 0" CURBING AROUND THE BUILDING
2.EXCEPTION: CA REQUIRES SIDEWALK CURBING AROUND THE BUILDING
12" EXPANSION JOINT REQUIRED IF ADJACENT PAVEMENT
IS CONCRETE (FULL DEPTH) OF CONCRETE SLAB)
"BASE" COMPACTED
CRUSHED LIMESTONE
OR EQUAL"SUBGRADE"
COMPACTED CLEAN
EARTH MATERIAL
REFER TO PLOT PLAN
FOR MATERIAL OF
ADJACENT PAVEMENT
(NORMAL STRENGTH
PAVEMENT SHOWN)
HEIGHT OF EXPOSED FACE
VARIES - REFER TO
GRADING PLAN. NOT TO
EXCEED 6"
NOTE:
REFERENCE TYPICAL CONCRETE
JOINT DETAILS ON 9/CPC-1
6.0"3.0"
10
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8.
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R1
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R1
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6.
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24.0"
6.
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"
4.5"
TOP SOIL
AGGREGATE BASE
THICKNESS 4" MIN.
AGGREGATE BASE
THICKNESS 4" MIN.
60" WIDE MOUNTABLE PAVEMENT STRIP
BACKFILL
WET (SEE NOTE BELOW)
CONCRETE MOUNTABLE CURB IS TO BE USED AT APPROACHES THAT DO NOT MEET STANDARD WIDTH
ROLLED CURB AND GUTTER NOTES:
1.WET: GUTTER TO BE SLOPED DOWN GRADIENT TOWARDS CURB WHEN SITE GRADE IS TOWARD CURB.DRY: GUTTER TO BE SLOPED DOWN GRADIENT AWAY FROM CURB WHEN SITE GRADE IS AWAY FROM CURB.
2.REFERENCE THE CONCRETE PAVEMENT JOINT DETAILS THIS SHEET
3.EXPANSION JOINTS ARE REQUIRED AT STORM INLETS AND 100' MAXIMUM SPACING.
4.CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' SPACINGS. SPACING SHALL BE 5' ON CURVE RADII.
5.CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN CONTINUOUSLY POURED CURBS TO A DEPTH OF 12" MIN.
4,000 PSI FIBER
REINFORCED CONCRETE.
MEDIUM BROOM FINISH.
3"
DOWELED CONSTRUCTION JOINT:
REFERENCE 9/CPC-1
ROLLED CURB AND GUTTER:
REFERENCE 4/CPC-2
6.0"3.0"
10
.
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"
8.
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"
R1
8
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"
R1
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"
17
.
5
"
24.0"
4.5"
TOP SOIL
AGGREGATE BASE
THICKNESS 4" MIN.
BACKFILL
DRY (SEE NOTE BELOW)
4,000 PSI FIBER
REINFORCED CONCRETE.
MEDIUM BROOM FINISH.
6.
0
"
0.
5
"
4,000 PSI FIBER REINFORCED
CONCRETE. MEDIUM BROOM FINISH.WWF 6x6, W2.9xW2.9
TOP SOIL
BACKFILL
PREPARED SUBGRADE COMPACTED
PER DOT STANDARD SPECIFICATIONS
LOW POINT3.0"
3.0"
PREPARED SUBGRADE COMPACTED
PER DOT STANDARD SPECIFICATIONS
PREPARED SUBGRADE
COMPACTED PER DOT
STANDARD SPECIFICATIONS
8"
6 COLD WEATHER CURB INSTALLATION
NOT TO SCALE
5 CONCRETE MOUNTABLE CURB SECTION
1" = 1'-0"
4 CONCRETE ROLLED CURB AND GUTTER SECTION
1" = 1'-0"
3 CONCRETE MONOLITHIC CURB AND WALK SECTION
1" = 1'-0"
2 CONCRETE STANDING CURB AND GUTTER SECTION
1" = 1'-0"
1 CONCRETE STANDING CURB SECTION
1" = 1'-0"
PVM'T.
6"
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6"
1'
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4"
4"2"
2"
6"VARIES SEE PLAN
R1"
ROLLED CURB AND GUTTER IS TO BE USED AT APPROACHES
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CDT-10.3
ACCESSIBLE PARKING SYMBOL
SYMBOL STRIPING DETAIL
ACCESSIBLE PARKING STALL DETAILS
VAN ACCESSIBLE
HANDICAP SIGN DETAIL ACCESSIBLE PARKING
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CDT-10.4