D-1387-SP RF551_v1 (3)US
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20'X24' CONCRETE
DUMPSTER PAD
W/FENCED ENCLOSURE
VA H/C SIGN
TRUNCATED
DOMES (TYPICAL)
H/C SIGN
UNDERGROUND STORAGE
TANKS (TYPICAL)
FUEL TANK
LANDING PAD
FUEL DISPENSER
ISLAND (TYPICAL)DIRECTIONAL
SIGN
DIRECTIONAL
SIGN
AUXILIARY SIGN
(25 SQ.FT. MAX AREA)
(10'-0" MAX HEIGHT)
AUXILIARY SIGN
(25 SQ.FT. MAX AREA)
(10'-0" MAX HEIGHT)
PRIMARY SIGN
(50 SQ.FT. MAX AREA)
(20'-0" MAX HEIGHT)
STORMWATER MANAGEMENT AREA
ROYAL FARMS
TYPE KING-CON (LEFT)
4,649 S.F.
95'-4"
40
'
47.6'
58.
2
'
27.7'
46
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36'
3
6
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42
'
30'52.94
'
9'
20
'
9'5'11'
20
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9'
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R30'
R3
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R10
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R5'
R3'
R3'
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R30'
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R10'
X X X X X
X
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X X X XPROPOSED CMU
WALL (BY OTHERS)
PROPOSED FENCE
PROTECT EXISTING 41" OAK
LEGEND
EXISTING PROPOSED
TA=X.XX
TC=X.XX
BC=X.XX
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01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
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Site Data
TOTAL ACREAGE IN SITE:2.40± AC
TOTAL ACREAGE IN PROJECT LIMITS:2.40± AC
DISTURBED ACREAGE:2.63± AC
CURRENT ZONING:B-1 (NEIGHBORHOOD BUSINESS)
PARCEL ID:R04100-003-007-000
LAND USE CLASSIFICATION:528-NEIGHBORHOOD RETAIL
GROSS FLOOR AREA:5,154 SF
BUILDING LOT COVERAGE:17.2% EXIST., 3.0% PROPOSED
BUILDING HEIGHT:21'-9" TOP OF PARAPET (1 STORY)
32'-5" TOP OF GABLE
38'-5" TOP OF CUPOLA
TOTAL SQ. FEET OF EXIST. IMPERVIOUS AREA:33,825 SF
TOTAL SQ. FEET OF PROP. IMPERVIOUS AREA:40,823.8 SF
REFERENCES:D.B. 644, PG. 1326
ADDRESS:1824 CASTLE HAYNE ROAD
WILMINGTON, NC 28401
Vicinity Map
SCALE: 1" = 1000'
As-Built Survey Note:
A SURVEY FOR THE AS-BUILT PLANS MUST BE COMPLETED BY A LAND SURVEYOR
REGISTERED IN THE STATE OF NORTH CAROLINA AND CONFIRMED THE AS-BUILT PLAN MEET
THE DESIGN REQUIREMENTS BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF
NORTH CAROLINA. THE SURVEY SHALL INCLUDE REQUIRED AND AS-BUILT ELEVATIONS OF
THE BASIN BOTTOM, ORIFICE, WEIR, TOP OF EMBANKMENT AND SPILLWAY.
Survey Note:
BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED BY
ENCOMPASS, PLLC, AS SHOWN ON DRAWING ENTITLED "ALTA/NSPS LAND TITLE SURVEY OF
PROPERTY OWNED BY ARK-ROYAL FARMS STORE #551" CASTLE HAYNE ROAD/N 23RD
STREET, NEW HANOVER COUNTY, N.C., DATED OCTOBER 14, 2022, ATTACHED TO THIS
DRAWING SET FOR REFERENCE.
Parking Requirements:
Sheet Index
#Title
C1.0 Site Plan / Cover
C1.1 Future Roadway Improvements Plan
C2.0 Demolition & Ph 1 Erosion Control Plan
C2.1 Demolition & Ph 2 Erosion Control Plan
C3.0 Grading Plan
C3.1 Stormwater Wet Pond
C4.0 Utility Plan
C5.0 Landscaping Plan
C6.0 - C6.5 Details
C7.0 - C7.4 Details
C8.0 - C8.2 Details
REF Survey - Encompass, PLLC (1 sheet)
Engineer Developer
Two Farms Inc.
3611 Roland Ave.
Baltimore, MD 21211
(410)889-0200
Contact: Chris Bollino
realestate@royalfarms.comKNOW WHAT'S BELOW
CALL BEFORE YOU DIG!
1-800-632-4949
WWW.NC811.ORG
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SCALE 1 inch = ft
30'
30
30'15'
PARKING REQUIRED:AUTOMOTIVE FUEL SALES & CONVENIENCE STORE RETAIL
CONVENIENCE STORE: 5,154 SF @ 2.5 SPACE / 1,000 SF 13 SPACES
FUEL SALES: 5,154 SF @ 1.5 SPACE / 1,000 SF 8 SPACES
TOTAL REQUIRED PARKING:21 SPACES
TOTAL PARKING PROVIDED:40 SPACES
Ark Consulting Group, PLLC
2755 Charles Blvd - Suite B
Greenville, NC 27858
(252) 565-1017
Contact:Dan Withers, PE
dan.withers@arkconsultinggroup.com
SITE
General Notes:
1.CONTACT NORTH CAROLINA ONE-CALL CENTER, INC. (NC
ONE-CALL) AT 811 TO HAVE ALL UNDERGROUND UTILITIES
LOCATED PRIOR TO EXCAVATING OR TRENCHING.
2.ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO NEW
HANOVER COUNTY STANDARDS.
3.ALL REQUIRED UTILITY IMPROVEMENTS SHALL CONFORM TO
CAPE FEAR UTILITY AUTHORITY MATERIAL SPECIFICATIONS
MANUAL, TECHNICAL SPECIFICATIONS FOR CONSTRUCTION, AND
STANDARD DRAWING DETAILS.
4.THIS PROPERTY IS LOCATED IN FLOOD ZONE X (AREA DETERMINED
TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN), ZONE X
SHADED AS SHOWN ON THE FEMA FLOOD INSURANCE RATE MAP
NUMBER 3720312900K, EFFECTIVE AUGUST 28, 2018.
5.ELECTRIC AND TELEPHONE UTILITIES SHALL BE INSTALLED
UNDERGROUND.
6.PAVEMENT SECTIONS ARE AS INDICATED ON PLAN SHEET C-5.
7.PROVIDE ALL NECESSARY SIGNAGE FOR HANDICAP PARKING.
8.PARKING LOT SHALL BE STRIPED IN ACCORDANCE WITH PLAN.
9.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
10.REFER TO M.E.P. PLANS FOR COORDINATION OF BUILDING UTILITY
SERVICES.
11.CONTRACTOR SHALL STOCKPILE TOPSOIL FOR USE IN LANDSCAPE
AREAS.
12.STORMWATER MANAGEMENT FOR THIS SITE IS REQUIRED.
13.THIS PROJECT DISTURBS MORE THAN 1 ACRE. EROSION CONTROL
PLAN APPROVAL IS REQUIRED.
14.ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE
NOTED.
15.A REDUCED PRESSURE PRINCIPAL BACKFLOW DEVICE IS REQUIRED
ON THE DOMESTIC WATER SERVICE.
16.SITE SHALL MEET ALL RELATED ACCESSIBILITY CODE
REQUIREMENTS.
17.NEW BUILDINGS MUST COMPLY WITH NC FIRE CODE SECTION 510 -
EMERGENCY RESPONDER RADIO COVERAGE.
GORDON R
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Landowner
The ER Quiver Family Limited Partnership
1705 Chestnut Street
Wilmington, NC 28405
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20'X24' CONCRETE
DUMPSTER PAD
W/FENCED ENCLOSURE
VA H/C SIGN
TRUNCATED
DOMES (TYPICAL)
H/C SIGN
UNDERGROUND STORAGE
TANKS (TYPICAL)
FUEL TANK
LANDING PAD
FUEL DISPENSER
ISLAND (TYPICAL)DIRECTIONAL
SIGN
DIRECTIONAL
SIGN
AUXILIARY SIGN
(25 SQ.FT. MAX AREA)
(10'-0" MAX HEIGHT)
AUXILIARY SIGN
(25 SQ.FT. MAX AREA)
(10'-0" MAX HEIGHT)
PRIMARY SIGN
(50 SQ.FT. MAX AREA)
(20'-0" MAX HEIGHT)
STORMWATER MANAGEMENT AREA
ROYAL FARMS
TYPE KING-CON (LEFT)
4,649 S.F.
95'-4"
40
'
47.6'
58.
2
'
27.7'
X X X X X
X
X
X
X X X X
APPROXIMATE
LOCATION OF FUTURE
NCDOT EASEMENT
APPROXIMATE
LOCATION OF FUTURE
NCDOT RIGHT-OF-WAY
APPROXIMATE LOCATION
OF FUTURE CURB AND
GUTTER (TYPICAL)
PROPOSED CMU
WALL (BY OTHERS)
PROPOSED FENCE
PROTECT EXISTING 41" OAK
LEGEND
EXISTING PROPOSED
TA=X.XX
TC=X.XX
BC=X.XX
WM
GMGV
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01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
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KNOW WHAT'S BELOW
CALL BEFORE YOU DIG!
1-800-632-4949
WWW.NC811.ORG
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C1.1
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SCALE 1 inch = ft
30'
30
30'15'
THIS SHEET SHOWS OFFSITE IMPROVEMENTS PROPOSED BY NCDOT PROJECT U-5954.
IMPROVEMENTS SHOWN ARE BASED UPON 25% DESIGN PLANS PROVIDED BY DIVISION DESIGN
CONSTRUCT - DIVISION THREE VIA EMAIL ON SEPTEMBER 7, 2022. IMPROVEMENTS SHOWN
ARE FOR INFORMATION ONLY AND ARE SUBJECT TO CHANGE SHOULD THEIR CONSTRUCTION
MOVE FORWARD.
LOD
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PROTECT EX. UTILITIES (TYP)
PROTECT EX. UTILITIES (TYP)
PROTECT EX. UTILITIES (TYP)
PROTECT EX. UTILITIES (TYP)
PROTECT ADJOINING
PROPERTY (TYP)
REMOVE 18" STORM PIPE
REMOVE (2) 12" STORM PIPES
REMOVE 12" STORM PIPE
REMOVE STORM DI
POWER POLE TO BE
RELOCATED (TYP)
CONCRETE
WASHOUT
TEMPORARY GRAVEL
CONSTRUCTION
ENTRANCE
(20'Wx50'Lx6"THICK)
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TREE PROTECTION AREA
PROTECT EXISTING 41" OAK
LEGEND
EXISTING PROPOSED
TA=X.XX
TC=X.XX
BC=X.XX
WM
GMGV
CO
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SCALE 1 inch = ft
30'
30
30'15'
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01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
S
C
R
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P
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N
DA
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NC
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KNOW WHAT'S BELOW
CALL BEFORE YOU DIG!
1-800-632-4949
WWW.NC811.ORG
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Construction Sequence:
CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCITON MEETING WITH THE
EROSION CONTROL INSPECTOR PRIOR TO INITIATING ANY LAND DISTURBING
ACTIVITY.
1.INSTAL ALL PERIMETER CONTROL DEVICES, INCLUDING PIPE INLET
PROTECTION ON THE DOWNSTREAM CULVERT, SILT FENCING, AND
TEMPORARY CONSTRUCTION ENTRANCE.
2.CLEAR AND GRUB THE SITE.
3.STRIP AND STOCKPILE TOPSOIL.
4.STORM DRAINAGE INSTALLATION
5.ROUGH GRADING
6.BUILDING PAD(S) INSTALLATION
7.ROUGH GRADING COMPLETION
8.UTILITY INSTALLATION
9.INSTALLATION OF CONCRETE CURB AND GUTTER
10.PLACEMENT OF STONE BASE
11.BUILDING CONSTRUCTION
12.UNDERGROUND ELECTRIC INSTALLATION
13.FINE GRADING OF PARKING LOTS
14.PLACEMENT OF CONCRETE / ASPHALT PAVEMENT
15.INSTALL PAVEMENT MARKINGS / SIGNAGE
16.INSTALL LANDSCAPING AND COMENCE SEEDING AND MULCHING
NOTE:
1.MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATION IS
ESTABLISHED (>80% COVERAGE)
2.REMOVE ALL EROSION CONTROL MEASURES AND VEGETATE / STABILIZE
LOCATION OF PREVIOUS EROSION CONTROL MEASURES
SEVERAL ITEMS LISTED ABOVE MAY BE CONSTRUCTED SIMULTANEOUSLY.
AN ANTICIPATED TIME SCHEDULE OF 10 MONTHS IS EXPECTED FOR THIS
PROJECT.
Demolition Notes:
1.CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL CENTER (NC 811)
BY DIALING 811 OR 1-800-632-4949 AT LEAST 72 HOURS IN ADVANCE OF ANY
LAND DISTURBING ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND
UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING.
2.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE
PERMITS REQUIRED FOR DEMOLITION WORK.
3.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER
AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO
PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION
AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS.
4.EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND
ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL, ELECTRICAL AND
MISCELLANEOUS STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO
BIDDING ON THE DEMOLITION WORK FOR THIS PROJECT. IF CONDITIONS
ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN
THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
5.ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR
AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE
WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS.
6.THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED
UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL
AUTHORITIES.
7.ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE REMOVED
BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. CONTRACTOR SHALL
NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED.
8.CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY
CORNERS, AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED,
CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR
AT NO ADDITIONAL COST TO THE OWNER.
9.CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHA
REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND UTILITIES.
10.CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN
ACCORDANCE WITH THE NCDOT STANDARDS, AND AS REQUIRED BY LOCAL
AGENCIES WHEN WORKING IN AND/OR ALONG STREETS, ROADS, HIGHWAYS,
ETC. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL
AND COORDINATE WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE
NEED, EXTENT, AND LIMITATIONS ASSOCIATED WITH INSTALLING AND
MAINTAINING TRAFFIC CONTROL MEASURES.
11.CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND
ITEMS FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION ACTIVITIES
12.CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS
WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE.
13.TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE
REMOVED SHALL BE PROTECTED.
Erosion Control Provisions
1.NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING
THE NC DEPARTMENT OF WATER QUALITY OF THE DATE THAT THE LAND
DISTURBING ACTIVITY WILL BEGIN.
2.SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF
COMPLETION OF ANY PHASE OF GRADING ON PERIMETER AREAS AND SLOPES
STEEPER THAN 3:1. ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 DAYS.
3.CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION
CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT.
FAILURE TO KEEP ALL EROSION CONTROL DEVICES IN PROPER WORKING ORDER
MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP TO $5,000.00 PER
DAY OF VIOLATION.
4.THE CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION
CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO
BE INADEQUATE.
5.EROSION CONTROL MEASURES SHALL BE MAINTAINED AND INSPECTED AS PER
THE DETAIL SHEETS SHOWN.
6.PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING
BUFFERS ALONG WATERCOURSES IN THE NEUSE AND TAR/PAMLICO RIVER
BASINS. THESE RULES ARE ENFORCED BY THE DIVISION OF WATER QUALITY
(DWQ). DIRECT ANY QUESTIONS ABOUT THE APPLICABILITY OF THESE RULES TO
YOUR PROJECT TO THE REGIONAL WATER QUALITY SUPERVISOR, WASHINGTON
REGIONAL OFFICE AT (252) 946-6481.
7.ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR
COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY LAWS, REGULATION
AND RULES. IN ADDITION LOCAL CITY AND COUNTY ORDINANCES OR RULES
MAY ALSO APPLY TO THIS LAND DISTURBING ACTIVITY. APPROVAL BY THE CITY
DOES NOT SUPERSEDE ANY OTHER PERMIT OR APPROVAL.
8.LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE
EROSION CONTROL MAY NOT PROCEED UNTIL EROSION CONTROL MEASURES
ARE INSPECTED AND APPROVED BY THE CITY.
9.SCHEDULING OF A PRE-CONSTRUCTION CONFERENCE WITH THE EROSION
CONTROL INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING
ACTIVITIES. FOR INSPECTION CALL (252) 329-4467. 24 HOUR NOTICE IS
REQUIRED.
10.INSTALL ROCK INLET SEDIMENT TRAPS AROUND ALL CATCH BASINS, DROP
INLETS, AND YARD INLETS.
11.PROVIDE 20' X 50' X 6" STONE CONSTRUCTION ENTRANCES AS SHOWN ON
PLAN.
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
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L
O
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L
O
D
L
O
D
L
O
D
L
O
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L
O
D
L
O
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L
O
D
L
O
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LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
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LO
D
LO
D
LO
D
LO
D
LO
D
LO
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LO
D
LO
D
LOD
LO
D
LO
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LO
D
LOD
LOD
LOD
US
H
W
Y
1
3
3
-
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
N
O
R
T
H
2
3
r
d
S
T
R
E
E
T
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
S
F
S
F
S
F
S
F
S
F
PROTECT EX. UTILITIES (TYP)
PROTECT EX. UTILITIES (TYP)
PROTECT EX. UTILITIES (TYP)
PROTECT EX. UTILITIES (TYP)
PROTECT ADJOINING
PROPERTY (TYP)
CONCRETE
WASHOUT
TEMPORARY GRAVEL
CONSTRUCTION
ENTRANCE
(20'Wx50'Lx6"THICK)
TEMPORARY
24" RCP
TDD
TDD
TDD
TDD
TDD
TDD
TDD
T
D
D
TD
D
TD
D
TD
D
TD
D
TD
D
TD
D
TD
D
TD
D
TD
D
TDD
T
D
D
T
D
D
T
D
D
T
D
D
T
D
D
T
D
D
T
D
D
T
D
D
SKIMMER SEDIMENT BASIN (SSB-1)
BOTTOM EL. 22.0
15' WEIR EL. 24.0
TOP EL. 25.5
TEMP. DIVERSION DITCH (TDD-1)
UPSTREAM INV.: 26.0
DOWNSTREAM INV.: 22.0
MIN. DEPTH: 2'-0"
TEMP. DIVERSION DITCH (TDD-2)
UPSTREAM INV.: 26.0
DOWNSTREAM INV.: 22.0
MIN. DEPTH: 2'-0"
T
P
F
T
P
F
TREE PROTECTION AREA
PROTECT EXISTING 41" OAK
LEGEND
EXISTING PROPOSED
TA=X.XX
TC=X.XX
BC=X.XX
WM
GMGV
CO
GR
I
D
0
SCALE 1 inch = ft
30'
30
30'15'
27
5
5
-
B
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a
r
l
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s
B
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.
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EN
G
I
N
E
E
R
S
&
P
L
A
N
N
E
R
S
01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
#
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&
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#
5
5
1
1/2/2023
NC
L
i
c
e
n
s
e
:
P
-
1
1
9
9
KNOW WHAT'S BELOW
CALL BEFORE YOU DIG!
1-800-632-4949
WWW.NC811.ORG
R
C2.1
PH
A
S
E
2
E
R
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
Construction Sequence:
CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCITON MEETING WITH THE
EROSION CONTROL INSPECTOR PRIOR TO INITIATING ANY LAND DISTURBING
ACTIVITY.
1.INSTAL ALL PERIMETER CONTROL DEVICES, INCLUDING PIPE INLET
PROTECTION ON THE DOWNSTREAM CULVERT, SILT FENCING, AND
TEMPORARY CONSTRUCTION ENTRANCE.
2.CLEAR AND GRUB THE SITE.
3.STRIP AND STOCKPILE TOPSOIL.
4.STORM DRAINAGE INSTALLATION
5.ROUGH GRADING
6.BUILDING PAD(S) INSTALLATION
7.ROUGH GRADING COMPLETION
8.UTILITY INSTALLATION
9.INSTALLATION OF CONCRETE CURB AND GUTTER
10.PLACEMENT OF STONE BASE
11.BUILDING CONSTRUCTION
12.UNDERGROUND ELECTRIC INSTALLATION
13.FINE GRADING OF PARKING LOTS
14.PLACEMENT OF CONCRETE / ASPHALT PAVEMENT
15.INSTALL PAVEMENT MARKINGS / SIGNAGE
16.INSTALL LANDSCAPING AND COMENCE SEEDING AND MULCHING
NOTE:
1.MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATION IS
ESTABLISHED (>80% COVERAGE)
2.REMOVE ALL EROSION CONTROL MEASURES AND VEGETATE / STABILIZE
LOCATION OF PREVIOUS EROSION CONTROL MEASURES
SEVERAL ITEMS LISTED ABOVE MAY BE CONSTRUCTED SIMULTANEOUSLY.
AN ANTICIPATED TIME SCHEDULE OF 10 MONTHS IS EXPECTED FOR THIS
PROJECT.
Demolition Notes:
1.CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL CENTER (NC 811)
BY DIALING 811 OR 1-800-632-4949 AT LEAST 72 HOURS IN ADVANCE OF ANY
LAND DISTURBING ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND
UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING.
2.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE
PERMITS REQUIRED FOR DEMOLITION WORK.
3.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER
AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO
PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION
AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS.
4.EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND
ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL, ELECTRICAL AND
MISCELLANEOUS STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO
BIDDING ON THE DEMOLITION WORK FOR THIS PROJECT. IF CONDITIONS
ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN
THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
5.ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR
AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE
WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS.
6.THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED
UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL
AUTHORITIES.
7.ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE REMOVED
BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. CONTRACTOR SHALL
NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED.
8.CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY
CORNERS, AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED,
CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR
AT NO ADDITIONAL COST TO THE OWNER.
9.CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHA
REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND UTILITIES.
10.CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN
ACCORDANCE WITH THE NCDOT STANDARDS, AND AS REQUIRED BY LOCAL
AGENCIES WHEN WORKING IN AND/OR ALONG STREETS, ROADS, HIGHWAYS,
ETC. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL
AND COORDINATE WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE
NEED, EXTENT, AND LIMITATIONS ASSOCIATED WITH INSTALLING AND
MAINTAINING TRAFFIC CONTROL MEASURES.
11.CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND
ITEMS FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION ACTIVITIES
12.CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS
WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE.
13.TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE
REMOVED SHALL BE PROTECTED.
Erosion Control Provisions
1.NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING
THE NC DEPARTMENT OF WATER QUALITY OF THE DATE THAT THE LAND
DISTURBING ACTIVITY WILL BEGIN.
2.SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF
COMPLETION OF ANY PHASE OF GRADING ON PERIMETER AREAS AND SLOPES
STEEPER THAN 3:1. ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 DAYS.
3.CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION
CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT.
FAILURE TO KEEP ALL EROSION CONTROL DEVICES IN PROPER WORKING ORDER
MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP TO $5,000.00 PER
DAY OF VIOLATION.
4.THE STATE AND THE ENGINEER RESERVE THE RIGHT TO REQUIRE ADDITIONAL
EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION
PROVE TO BE INADEQUATE.
5.EROSION CONTROL MEASURES SHALL BE MAINTAINED AND INSPECTED AS PER
THE DETAIL SHEETS SHOWN.
6.PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING
BUFFERS ALONG WATERCOURSES IN THE NEUSE AND TAR/PAMLICO RIVER
BASINS. THESE RULES ARE ENFORCED BY THE DIVISION OF WATER QUALITY
(DWQ). DIRECT ANY QUESTIONS ABOUT THE APPLICABILITY OF THESE RULES TO
YOUR PROJECT TO THE REGIONAL WATER QUALITY SUPERVISOR, WASHINGTON
REGIONAL OFFICE AT (252) 946-6481.
7.ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR
COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY LAWS, REGULATION
AND RULES. IN ADDITION LOCAL CITY AND COUNTY ORDINANCES OR RULES
MAY ALSO APPLY TO THIS LAND DISTURBING ACTIVITY. APPROVAL BY THE CITY
DOES NOT SUPERSEDE ANY OTHER PERMIT OR APPROVAL.
8.LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE
EROSION CONTROL MAY NOT PROCEED UNTIL EROSION CONTROL MEASURES
ARE INSPECTED AND APPROVED BY THE CITY.
9.SCHEDULING OF A PRE-CONSTRUCTION CONFERENCE WITH THE EROSION
CONTROL INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING
ACTIVITIES. FOR INSPECTION CALL (252) 329-4467. 24 HOUR NOTICE IS
REQUIRED.
10.INSTALL ROCK INLET SEDIMENT TRAPS AROUND ALL CATCH BASINS, DROP
INLETS, AND YARD INLETS.
11.PROVIDE 20' X 50' X 6" STONE CONSTRUCTION ENTRANCES AS SHOWN ON
PLAN.
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
LOD
L
O
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L
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D
L
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L
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D
L
O
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L
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L
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L
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L
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L
O
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L
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L
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LODLOD
L
O
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L
O
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L
O
D
L
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L
O
D
LOD
L
O
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LOD
L
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D
L
O
D
L
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D
L
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L
O
D
LODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
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LO
D
LOD
LO
D
LO
D
LO
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LO
D
LO
D
LOD
LOD
LOD
LOD
25
25
2121
22
22
23
23
24
24
24
26
26
27
27
28
28
29
29
27
28
28
28
29
27
27
28
2
9
2
0
20
17
1718
18
1
9
19
2
1
21
22
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
SFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
S
F
S
F
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F
S
F
S
F
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S
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S
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S
F
S
F
CB-101
RIM 29.10
INV. 22.77 (S)
OUT 23.06 (N)
CB-102
RIM 27.47
INV. 22.77 (S)
OUT 23.55 (NE)
27.71
TC/TA
29.19
TC/TA
27.50
TC/TA
29.00
BC
29.10
BC
29.16
BC
29.12
BC
29.20
BC
27.48
BC
27.66
BC
27.83
BC 27.85
BC
27.36
BC
27.55
BC
27.15
BC 27.37
BC
27.18
BC
27.20
BC
27.31
BC
27.22
BC
27.20
BC27.58
BC
28.21
BC
28.10
TC/TA
27.98
TC/TA
27.23
TC/TA
28.10
TC/TA
28.30
TC/TA
27.46
BC
28.30
TC/TA
29.19
TC/TA
27.60
BC
28.58
BC
29.49
TC29.22
TC
29.42
TC29.01
TC
29.00
BC/TC
29.49
TC29.49
TC
29.42
TC
29.50
TC
27.47
BC
27.54
BC
27.32
BC
27.66
BC
29.53
BC
28.36
TC/TA
29.16
TC
29.11
TC
29.28
TC
29.22
TC
27.52
BC 27.57
BC
27.62
BC
27.66
BC
27.88
BC
STORMWATER MANAGEMENT AREA
ROYAL FARMS
TYPE KING-CON (LEFT)
4,649 S.F.
47.6'
58
.
2
'
27.7'
46
'
36'
3
6
'
42
'
30'52.94
'
9'
20
'
9'5'11'
20
'
9'
R15
'
R30'
R3
0
'
R10
'
R5'
R3'
R3'
R
1
5
'
R30'
R
3
0
'
R10'
X X X X X X X
X
X
X
X
X
X X X X X X X
18
"
R
C
P
@
0
.
6
5
%
1
5
"
R
C
P
@
0
.
3
0
%
29.15
TC
29.05
TC
29.09
TC
28.87
TC
29.49
TC
PROPOSED CMU
WALL (BY OTHERS)
PROPOSED FENCE
TOP: 29.00'
BOTTOM: 25.00'
TOP: 29.00'
BOTTOM: 25.00'
INLET PROTECTION (TYP.)
CB-101
RIM 29.10
INV. 22.77 (S)
OUT 23.06 (N)
CB-106
RIM 27.58
OUT 24.62 (NW)
CB-102
RIM 27.47
INV. 22.77 (S)
OUT 23.55 (NE)
CB-103
RIM 27.36
INV. 23.06 (SW)
INV. 23.55 (E)
CB-105
RIM 27.18
INV. 24.23 (SE)
OUT 24.23 (NW)
CB-104
RIM 27.15
INV. 23.93 (SE)
OUT 23.93 (W)
FES-400
INV. 21.84
FES-200
INV. 22.50
FES-301
INV. 23.50
FES-300
INV. 23.25
FES-201
INV. 23.50
FES-100
INV. 22.00
15" RCP @ 0.35%
1
5
"
R
C
P
@
0
.
3
0
%
1
8
"
R
C
P
@
0
.
3
1
%
18
"
R
C
P
@
1
.
2
9
%
15"
R
C
P
@
0
.
4
6
%
18
"
R
C
P
@
-
1
.
3
3
%
18" R
C
P
@
0
.
3
0
%
1
5
"
R
C
P
@
0
.
7
4
%
LEGEND
OHE
G
S
W
X
EXISTING PROPOSED
UGE
S
TA=X.XX
TC=X.XX
BC=X.XX
WM
GMGV
CO
C
RD
TPF
TPF
GR
I
D
0
SCALE 1 inch = ft
20'
20
20'10'
27
5
5
-
B
C
h
a
r
l
e
s
B
l
v
d
.
Gr
e
e
n
v
i
l
l
e
,
N
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2
7
8
5
8
(2
5
2
)
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5
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8
8
8
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w
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g
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o
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.
c
o
m
EN
G
I
N
E
E
R
S
&
P
L
A
N
N
E
R
S
01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
#
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
,
N
o
r
t
h
C
a
r
o
l
i
n
a
IN
T
E
R
S
E
C
T
I
O
N
O
F
U
S
H
W
Y
1
3
3
&
N
2
3
r
d
S
T
R
E
E
T
RO
Y
A
L
F
A
R
M
S
#
5
5
1
1/2/2023
NC
L
i
c
e
n
s
e
:
P
-
1
1
9
9
C3.0
GR
A
D
I
N
G
P
L
A
N
KNOW WHAT'S BELOW
CALL BEFORE YOU DIG!
1-800-632-4949
WWW.NC811.ORG
R
Grading Notes:
1.ALL AREAS WITHIN LIMITS OF DISTURBANCE SHALL BE CLEARED AND
GRUBBED.
2.CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND
IMPROVEMENTS WITHIN LIMITS OF DISTURBANCE UNLESS NOTED
OTHERWISE.
3.TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO
BE REMOVED SHALL BE PROTECTED.
4.THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE
ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM
THE LOCAL AUTHORITIES.
5.ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE
CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND
IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT
REQUIREMENTS.
6.CONTRACTOR TO GRADE ALL AREAS WITHIN THE LIMITS OF
DISTURBANCE FROM BUILDING TO PROPERTY LINES AND TO EDGE OF
PAVEMENT ON STREET SIDES, INCLUDING ROW.
7.TOP SOIL SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS,
STOCKPILED AND REDISTRIBUTED OVER GRADED AREAS. PROVIDE
EROSION AND SEDIMENTATION CONTROLS AROUND STOCKPILES
DURING CONSTRUCTION.
8.TILL SOIL TO A DEPTH OF 4" MINIMUM.
9.REMOVE ALL ROCKS LARGER THAN 1" MEASURED IN LARGEST
DIRECTION.
10.GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING.
11.ALL GRADED AREAS TO RECEIVE SEED OR SOD, TOP SOIL, STRAW AND
WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.
12.INSTALL TEMPORARY TURF REINFORCEMENT MATTING ON ALL SLOPES
STEEPER THAN 3:1. MATTING SHALL BE CONTECH LANDLOK C2 OR
EQUAL.
13.REFER TO SHEET C-8 FOR DETAILS OF PAVEMENT IN PARKING AND DRIVE
AREAS.
14.DUMPSTER PAD AND APRON SHALL BE 6" THICK 4,000 PSI CONCRETE
OVER NOT LESS THAN 4" OF COMPACTED AGGREGATE BASE COURSE.
REINFORCING SHALL BE #4 REBAR @ 12" ON CENTER IN EACH
DIRECTION. REBAR SHALL BE LOCATED IN UPPER 1/3 OF SLAB AND
SUPPORTED ON CHAIRS.
15.ALL SIDEWALKS SHALL BE CONSTRUCTED OF 4" THICK 3,500 PSI
CONCRETE REINFORCED WITH 6x6 W1.4xW1.4 WELDED WIRE FABRIC.
ALL SIDEWALKS SHALL HAVE TOOLED CONTROL JOINTS NOT EXCEEDING
5' SPACING IN ANY DIRECTION.
16.ALL BUILDING, SIDEWALK, AND PAVEMENT SUB-GRADES SHALL BE
COMPACTED TO 100% OF ASTM D698 TO A DEPTH OF 24" AND TO 95%
OF ASTM D698 BELOW 24" DEPTHS. ALL OTHER NON-STRUCTURAL
AREAS SHALL BE COMPACTED TO 90% OF ASTM D698.
17.ALL BUILDING, SIDEWALK, AND PAVEMENT SUB-GRADE COMPACTIONS
SHALL BE INTERMEDIATELY TESTED AND APPROVED BY THE
GEOTECHNICAL ENGINEER. ALL SUB-GRADES SHALL BE THOROUGHLY
PROOF-ROLLED TO IDENTIFY SMALL LOCALIZED AREAS OF UNSUITABLE
SOILS. ALL UNSUITABLE SOILS SHALL BE UNDERCUT, REPLACED WITH
STRUCTURAL FILL, AND COMPACTED AS DESCRIBED ABOVE.
18.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY
PROVIDERS FOR THE RELOCATION / ABANDONMENT OF EXISTING
UTILITIES AND INSTALLATION OF NEW UTILITY SERVICES AS WELL AS FEES
ASSOCIATED WITH SUCH WORK.
19.COORDINATE WITH MEP PLANS FOR ELECTRICAL SERVICE INFORMATION.
DVIEW = 326
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
N
O
R
T
H
2
3
r
d
S
T
R
E
E
T
25
25
2121
22
22
23
23
24
24
24
26
26
27
27
28
29
29
2
0
20
17
1718
18
1
9
19
2
1
21
22
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
CB-101
RIM 29.10
INV. 22.77 (S)
OUT 23.06 (N)
STORMWATER MANAGEMENT AREA
ROYAL FARMS
TYPE KING-CON (LEFT)
4,649 S.F.
X X X X X X X
X
X
X
X
X
X X X X X X X
0+00
1+0
0
2+
0
0
3+
0
0
4
+
0
0
4
+
2
8
.
4
2
TOP: 29.00'
BOTTOM: 25.00'
TOP: 29.00'
BOTTOM: 25.00'
CB-101
RIM 29.10
INV. 22.77 (S)
OUT 23.06 (N)
FES-400
INV. 21.84
FES-100
INV. 22.00
18
"
R
C
P
@
-
1
.
3
3
%
18" R
C
P
@
0
.
3
0
%
GRI
D
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
+-25 0+00 +25 +50 +75 1+00 +25 +50 +75 2+00 +25 +50 +75 3+00 +25 +50 +75 4+00 +25 +50 +75 5+00 +25 5+50
PERMANENT POOL
(MAIN POOL) = 22.00
PERMANENT POOL
(FOREBAY) = 22.00
TEMPORARY POOL = 22.60
PROPOSED POND
BOTTOM 18.0
PROPOSED POND
BOTTOM 20.0
SEDIMENT STORAGE 17.0
SEDIMENT STORAGE 19.0
TOP OF RISER
ELEV. = 24.00
1.50" ORIFICEELEV. 22.00
(REFER TO ORIFICE DETAIL)
3' WEIR ELEV. = 22.75
(ON 4 SIDES)
INV = 21.84
CB-101
RIM 29.10
INV. 22.77 (FES-100)
OUT 23.06 (CB-102)
18" RCP @ -1.33
%
18" RCP @ 0.30%
OUTLET STRUCTURE DETAIL
NTS
4" THREADED C.O. CAP
6"
4" PVC CAP WITH
4" PVC
EL. 22.0
ORIFICE DETAIL
NTS
1'
FITTING
1.50" ORIFICE HOLE
TOP=24.0
SECTION A-A
4'
SET RISER ON 12" THICK 3/4"
STONE BASE LEVELING PAD.
18" RCP
INV. ELEV.22.0
TOP OF SLAB EL. 0.0
6" THICK CONC. SLAB
6"
NOTES:
MORTAR JOINTS 12" + 18" THICK CLASS 'AA'
CONCRETE TO BE USED.
THE POURING OF FLOOR SLAB TO BE
ACCOMPLISHED BY FORMING.
METAL STEPS TO BE PROVIDED ON 1'-2" +
CENTERS.
SOLID CONCRETE BLOCK MAY BE USED IN
LIEU OF CLAY BRICK. JUMBO BRICK WILL BE
PERMITTED.
WATER QUALITY VOLUME (ELEV. 22.60)
PERMANENT POOL ELEVATION (ELEV. 22.0)
EL.18.0 (POND BOTTOM)
EL.17.0 (1' OF SEDIMENT STORAGE)
PLAN VIEW
A
4'
4'
18" RCP
6" MIN.
6"
M
I
N
.
A
NOTES FOR SLAB:
REINFORCEMENT: #4 @ 6" OCEW
(MIN.)
CONCRETE: 4000 PSI @ 28 DAYS
SEE NCDOT STD DWG. 840.45, PAGE
2 OF 2, FOR ADDITIONAL DETAILS.
6" EXTENDED BASE
(ALL 4 SIDES)
6.0'x6.0' EXTENDED BASE
6" EXTENDED BASE
(ALL 4 SIDES)
6" MIN.
B
B
4" PVC WITH 1.50"
ORIFICE
(SEE ORIFICE DETAIL)
TRASH RACK
SECTION B-B
SET RISER ON 12" THICK 3/4"
STONE BASE LEVELING PAD.
18" RCP
INV. ELEV. 22.0
TOP OF SLAB EL. 0.0
6" THICK CONC. SLAB
6"
NOTES:
MORTAR JOINTS 12" + 18" THICK
CLASS 'AA' CONCRETE TO BE
USED.
THE POURING OF FLOOR SLAB
TO BE ACCOMPLISHED BY
FORMING.
METAL STEPS TO BE PROVIDED
ON 1'-2" + CENTERS.
SOLID CONCRETE BLOCK MAY
BE USED IN LIEU OF CLAY
BRICK. JUMBO BRICK WILL BE
PERMITTED.
4'
4'
TRASH RACK3.0' WIDE WEIR ON (3) SIDES
ELEV.=22.75
PERMANENT POOL
ELEVATION
(ELEV. 22.0)
WATER QUALITY
VOLUME
(ELEV. 22.60)
3' WIDE
WEIR ON
THREE SIDES
ELEV.=22.75
PLAN VIEW
NOTE:
1)INSTALL TEMPORARY SEDIMENT BASIN
2)INSTALL WET POND UPON STABILIZATION OF SITE AND REMOVAL OF SEDIMENT BASIN.
SITE TO BE COMPLETELY STABILIZED WITH GROUND COVER (SEED, SOD OR TURF REINFORCEMENT
MAT) AND STONE BASE MUST BE INSTALLED ON PARKING LOT DRAINING TO SEDIMENT BASIN PRIOR
TO CONSTRUCTION OF WET POND.
1.INSTALL 18" RCP OUTLET PIPE BETWEEN OUTLET STRUCTURE AND FLARED END SECTION.
2.CONSTRUCT OUTLET STRUCTURE WITH FAIRCLOTH SKIMMER AS SHOWN ON PLANS FOR TEMPORARY SEDIMENT BASIN. OUTLET
STRUCTURE SHALL SERVE AS EMERGENCY SPILLWAY FOR SEDIMENT BASIN DURING CONSTRUCTION
3.WET POND TO BE EXCAVATED TO ELEVATION 56 AND USED AS TEMPORARY SEDIMENT BASIN UNTIL STABILIZATION OF SITE HAS BEEN
COMPLETED.
4.UPON STABILIZATION OF SITE, MUCK OUT ALL SEDIMENT AND CONVERT SEDIMENT BASIN TO WET POND AS DEPICTED ON PLANS.
CONSTRUCTION SEQUENCE
15'
5'
15' X 5'
OVER-EXCAVATION
AT SKIMMER
OUTLET
DEVICE
18" RCP
3' FLEXIBLE HOSE
6' SCHEDULE 40
PVC PIPE (BARREL
OR ARM)
Recommended Plant List - Vegetative Shelf:
1.STOCKPILE ALL TOPSOIL FOR LATER USE. EXCAVATE
POND SLIGHTLY DEEPER THAN FINISHED GRADE ON ALL
PLANTED SLOPES TO ALLOW FOR REPLACEMENT OF
TOPSOIL.
2.CATTAILS NOT TO BE USED.
3.COORDINATE PLANTINGS WITH ENGINEER.
General Planting Notes:
SHALLOW WATER PLANTS - TO BE PLANTED BETWEEN 30.0' AND 30.5'
PLANTING RATE @ 2' O/C = 50 HERBACEOUS PLANTS PER 200 SF
SWEETFLAG (ACORUS SUBCORDATUM)
BLUE FLAG IRIS (IRIS VIRGINICA)
ARROW ARUM (PELTANDRA VIRGINICA)
DUCK POTATO (SAGITTARIA LATIFOLIA)
SHALLOW LAND PLANTS - TO BE PLANTED BETWEEN 30.5' AND 34.0'
PLANTING RATE @ 2' O/C = 50 HERBACEOUS PLANTS PER 200 SF
SWAMP MILKWEED (ASCLEPIAS INCARNATA)
WHITE TURTLEHEAD (CHELONE GLABRA)
JOE PYE WEED (EUPATORIADELPHUS FISTULOSUS)
LONGLEAF LOBELIA (LOBELIA ELONGATA)
TEMPORARY SKIMMER SEDIMENT BASIN
SCALE: N.T.S.
CROSS SECTION
15' OVER-EXCAVATION AT SKIMMER
6' SCHEDULE 40 PVC
PIPE (BARREL OR ARM)
3' FLEXIBLE
HOSE
OUTLET
DEVICEFLOAT
1.75" FAIRCLOTH SKIMMERPVC VENT PIPE
4.0" PVC
INV. ELEV.=22.00
18" RCP
INV. ELEV.=22.00SET RISER ON 12" THICK 3/4"
STONE BASE LEVELING PAD
KNOW WHAT'S BELOW
CALL BEFORE YOU DIG!
1-800-632-4949
WWW.NC811.ORG
R
27
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S
01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
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#
5
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1/2/2023
NC
L
i
c
e
n
s
e
:
P
-
1
1
9
9
0
SCALE 1 inch = ft
30'
30
30'15'
VERT.1 inch = ft3
C3.1
ST
O
R
M
W
A
T
E
R
W
E
T
P
O
N
D
WET POND CROSS-SECTION
SCALE: 1"=30'VERT.: 1"=3'
0
SCALE 1 inch = ft
20'
20
20'10'
US
H
W
Y
1
3
3
-
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
N
O
R
T
H
2
3
r
d
S
T
R
E
E
T
G G
G
G
G
G
G
G
S
SCOCO
G
G
C
C
C
C
C
C
W
W
W
W
W
W
W
W
RD
GV
CO
S
S
SSCO
FM
FM
FM
FM
RDRDRDRDRD
E
GM
WM
S S
CO
CO
CO
U
G
E
UG
E
UG
E
UGE
UGE
UGE
UGE
UG
E
RD
RD
RDRDRDRDRD
RD
STORMWATER MANAGEMENT AREA
ROYAL FARMS
TYPE KING-CON (LEFT)
4,649 S.F.
47.6'
58.
2
'
27.7'
X X X X X
X
X
X
X X X X GREASE
HOLDING TANK
2" DOMESTIC
WATER SERVICE
GAS METER
PROPOSED GAS LINE FROM
GAS METER FOR
CONNECTION AT STORE
APPROXIMATE LOCATION OF PRIMARY
UNDERGROUND ELECTRIC SERVICE.
EXACT LOCATION TO BE COORDINATED
WITH UTILITY PROVIDER.
SECONDARY ELECTRIC RUN
FROM PAD MOUNTED
TRANSFORMER TO MEP ROOM.UNDERGROUND
TELEPHONE LINE TO BE
ROUTED TO MEP ROOM.
APPROXIMATE LOCATION OF PAD MOUNTED
TRANSFORMER. EXACT LOCATION TO BE
COORDINATED WITH UTILITY PROVIDER.
2" WATER METER (DOMESTIC) AND
1" WATER METER (IRRIGATION) TO
BE INSTALLATED BY CFPUA UPON
APPLICATION AND PAYMENT OF
FEES BY OWNER
2" RPZ IN ABOVE GROUND HEATED
ENCLOSURE (BY CONTRACTOR)
CLEAN OUT INV. TO BE
INSTALLED MIN. 3'-9"
BELOW FINISHED FLOOR
ELEVATION.
PROPOSED 1500 GALLON
GREASE INTERCEPTOR
6" SANITARY SEWER
@ 2.0% MIN.
COMMERCIAL
DUPLEX GRINDER
PUMP STATION
TIE INTO EXISTING 2" FORCE
MAIN WITH SCH 40 PVC TEE.
COORDINATE TEMPORARY
SHUTOFF OF NEARBY
SERVICES AS REQUIRED
WITH CFPUA.
FORCE MAIN PARALLEL TO N 23RD STREET
TO BE CONSTRUCTED BY OTHERS. REFER TO
"PRIVATE FORCE MAIN EXTENSION" PLANS
FOR CASTLE HAYNE INVESTMENTS PREPARED
BY HANOVER DESIGN SERVICES, P.A.
TAPPING SLEEVES AND VALVES
TO BE INSTALLED BY CFPUA
UPON APPLICATION AND
PAYMENT OF FEES BY OWNER
WM
1" IRRIGATION RPZ IN ABOVE GROUND
HEATED ENCLOSURE (BY CONTRACTOR)
VALVE AT RIGHT
OF WAY LINE IS
CFPUA POINT OF
SERVICE
LEGEND
EXISTING PROPOSED
TA=X.XX
TC=X.XX
BC=X.XX
WM
GMGV
CO
GR
I
D
0
SCALE 1 inch = ft
30'
30
30'15'
27
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E
R
S
&
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L
A
N
N
E
R
S
01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
#
Ne
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#
5
5
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1/2/2023
NC
L
i
c
e
n
s
e
:
P
-
1
1
9
9
KNOW WHAT'S BELOW
CALL BEFORE YOU DIG!
1-800-632-4949
WWW.NC811.ORG
R
C4.0
UT
I
L
I
T
Y
P
L
A
N
Utility Providers:
STORM DRAINAGE:
New Hanover County
Contact:Jerry May
Phone:(910) 798-7129
ELECTRIC UTILITIES:
Duke Energy
Contact:Distribution Construction Service
Phone:(800) 452-2777
WATER & SANITARY SEWER:
Cape Fear Public Utility Authority
Contact:Engineering/Inspections
Phone:(910) 322-6550
NCDOT:
Division of Highway
Contact:D. Chad Kimes, PE
Phone:(910) 341-2001
CABLE TV:
Spectrum
Contact:General
Phone:(800) 892-4357
GAS:
Piedmont Natural Gas
Contact:Cathy Pleasant
Phone:(910) 251-2827
PUBLIC STREETS:
New Hanover County
Contact:Staff
Phone:(910) 798-7053
TELEPHONE:
AT&T/Bell South
Contact:Steve Dayvault
Phone:(910) 341-0741
Utility Separation Requirements
A.SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR
PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN
CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, THE
APPROPRIATE REVIEWING AGENCY MAY ALLOW DEVIATION ON A CASE BY CASE
BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. SUCH DEVIATION MAY
ALLOW INSTALLATION OF THE SEWER CLOSER TO A WATER MAIN, PROVIDED THAT
THE WATER MAIN IS IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF
LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THE BOTTOM OF
THE WATER MAIN IS AT LEAST 24 INCHES ABOVE THE TOP OF THE SEWER.
B.IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED ABOVE OR ANYTIME THE SEWER IS OVER THE WATER MAIN, BOTH WATER
MAIN AND SEWER MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING WITH
PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150 PSI TO
ASSURE WATERTIGHTNESS BEFORE BACKFILLING.
C.A 24 INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND
SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED.
CROSSINGS:
A.SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL
DISTANCE OF 24 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE
OUTSIDE OF THE SEWER. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER
JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN
JOINTS.
B.WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION
AS STIPULATED ABOVE, ONE OF THE FOLLOWING METHODS MUST BE SPECIFIED:
I. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND SHALL
BE PRESSURE TESTED AT 150 PSI TO ASSURE WATERTIGHTNESS PRIOR TO
BACKFILLING, OR
II. EITHER THE WATER MAIN OR THE SEWER LINE MAYBE ENCASED IN A WATERTIGHT
CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING,
MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF
MATERIALS APPROVED BY THE REGULATORY AGENCY OF USE IN WATER MAIN
CONSTRUCTION.
Utility Notes:
1.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY PROVIDERS FOR
THE RELOCATION / ABANDONMENT OF EXISTING UTILITIES AND INSTALLATION OF
NEW UTILITY SERVICES AS WELL AS FEES ASSOCIATED WITH SUCH WORK.
2.COORDINATE WITH MEP PLANS FOR ELECTRICAL SERVICE INFORMATION.
3.ADJUSTMENT OF MH TOPS TO BE ACCORDANCE WITH GUC MANUAL. (NO MORE
THAN 2 GRADE RINGS)
4.ANY CLEANOUT THAT FALLS IN PAVEMENT WILL NEED TO BE PER DETAIL S-3 GUC
MANUAL.
5.TEMPORARY BACTERIOLOGICAL SAMPLE POINTS (BSP) SHALL BE CONSTRUCTED OF
THE SAME MATERIALS AS ONE INCH WATER SERVICES. SAMPLE POINTS SHALL BE
INSTALLED SUCH THAT THE ANGLE BALL VALVE IS SECURELY LOCATED 36" MIN.
ABOVE FINISH GRADE. UPON APPROVAL OF FINAL BACTERIOLOGICAL SAMPLES, THE
SERVICE TUBING AND BALL VALVE SHALL BE REMOVED, THE CORPORATION STOP
CLOSED AND A CAP PLACED ON THE CORPORATION STOP.
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
US
H
W
Y
1
3
3
-
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
N
O
R
T
H
2
3
r
d
S
T
R
E
E
T
G G
G
G
G
G
G
G
S
SCOCO
G
G
C
C
C
C
C
C
W
W
W
W
W
W
W
W
GV
CO
S
S
SSCO
FM
FM
FM
FM
GM
WM
S S
CO
CO
CO
U
G
E
UG
E
UG
E
UGE
UGE
UGE
UGE
UG
E
STORMWATER MANAGEMENT AREA
ROYAL FARMS
TYPE KING-CON (LEFT)
4,649 S.F.
47.6'
58.
2
'
27.7'
46
'
36
'
3
6
'
42
'
30'52.94'
9'
20
'
9'5'11'
20
'
9'
R15
'
R30'
R3
0
'
R10
'
R5'
R3'
R3'
R1
5
'
R30'
R
3
0
'
R10'
X X X X X
X
X
X
X X X X
T
P
F
T
P
F
WM
PROTECT EXISTING 41" OAK
GR
I
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0
SCALE 1 inch = ft
30'
30
30'15'
27
5
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EN
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I
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E
R
S
&
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L
A
N
N
E
R
S
01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
S
C
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N
DA
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#
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1
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3
&
N
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S
#
5
5
1
1/2/2023
NC
L
i
c
e
n
s
e
:
P
-
1
1
9
9
C5.0
LA
N
D
S
C
A
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P
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A
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KNOW WHAT'S BELOW
CALL BEFORE YOU DIG!
1-800-632-4949
WWW.NC811.ORG
R
Vegetation Legend:
PROPOSED SHADE TREE
PROPOSED ORNAMENTAL TREE
PROPOSED SHRUB
PROPOSED SHRUB(S)
Landscaping Requirements
PARKING LOT INTERIORS
- 8% OF TOTAL VEHICULAR AND PEDESTRIAN AREA
- LANDCAPE ISLANDS MINIMUM 12' WIDE
- 1 TREE / 144 SF
- MIN. 1 TREE / ISLAND
- >=75% OF TREES MUST BE SHADE/CANOPY SPECIES
- 120' MAX FROM ISLAND TO PARKING SPACE
STREET YARD
- 18 SF / LF OF STREET YARD FRONTAGE (9 SF/LF ON SECONDARY FRONTAGES)
- 9' MIN. WIDTH
- 27' MAX. WIDTH
- 1 CANOPY/SHADE TREE (3 UNDERSTORY IF OHE PRESENT) + 6 SHRUBS / 600
SF OF STREET YARD AREA
FOUNDATION PLANTINGS
- ALL PORTIONS OF BUILDINGS ADJACENT TO PARKING LOTS OR INTERNAL
DRIVE AISLES
- MINIMUM OF 12% AREA OF BUILDING FACE
STREET YARDS
STREET YARD AREA: 10,457 SF
STREET TREES REQUIRED: 18
STREET SHRUBS REQUIRED: 105
FOUNDATION PLANTINGS
BUILDING FACE AREA = 106' WIDE X 25' HEIGHT = 2,650 SF
FOUNDATION PLANTING AREA = 2,650 SF X .12 = 318 SF
FOUNDATION PLANTING TREES REQUIRED = 1
FOUNDATION PLANTING SHRUBS REQUIRED = 3
TREE MITIGATION
SIGNIFICANT TREES TO BE REMOVED: 53"
SPECIMEN TREES TO BE REMOVED: 0"
NATIVE TREES TO BE RETAINED: 0"
NON-NATIVE TREES TO BE RETAINED: 0"
CREDIT ALLOCATION:
TOTAL NATIVE INCHES RETAINED: 0"
TOTAL NON-NATIVE INCHES RETATAINED: 0"
SIGNIFICANT TREE REMOVAL MITIGATION: 0"
SPECIMEN TREE REMOVAL MITIGATION: 0"
REQUIRED SIGNIFICANT TREE MITIGATION INCHES: 106"
PROVIDED SIGNIFICANT TREE MITIGATION INCHES: 106" (36 - 3" CALIPER)
TOTAL TREES REQUIRED: 18 + 1 + 36 = 55
TOTAL TREES PROVIDED: 55
TOTAL SHRUBS REQUIRED: 105 + 3 = 108
TOTAL SHRUBS PROVIDED: 108
DIAGONAL BARS TO BE
INNERMOST LAYER OF
REINFORCEMENT
EXTRA BARS EQUIVALENT
TO AREA OF INTERRUPTED
BARS. PLACE 1/2 THE
NUMBER OF BARS ON EACH
SIDE OF OPENING, ALL
AROUND & ON EA. FACE
VARIES VARIES
2" CL. (TYP.)
(2) #6 BARS
EA. FACE
(TYP.)
(2) #6 BARS
EA. FACE
(TYP.)
"B" LAP LENGTH (TYP.)
2"
C
L
.
(
T
Y
P
.
)
"B" LAP
LENGTH
(TYP.)
2"
C
L
.
(
T
Y
P
.
)
"B" LAP
LENGTH
(TYP.)
CIRCULAR RECTANGULAR EXPANSION JOINTS ARE
REQUIRED TO ISOLATE
STRUCTURES FROM
CONCRETE. EXPANSION
MATERIALS SHALL BE
USED CONSISTING OF 1/2"
PREMOLDED
COMPRESSIVE FILLER
COMPLYING WITH ASTM
D1752, TYPE 1
TYPICAL OPENING REINFORCING DETAILS FOR CONCRETE AREAS W/VEHICLE ACCESS
NOT TO SCALE
1/2" ISOLATION JOINT HELD
1/2" BELOW FINISH
SIDEWALK WITH SEALANT
4" COMPACTED GRAVEL BASE
COMPACTED SUBGRADE
TO 98% MAX DRY
DENSITY PER ASTM D1557
FINISH FLOOR
2% CROSS
SLOPE (MAX)SEE NOTE
USE ZIP STRIPS- FILL WITH
POURABLE CAULK WIDTH= 1/4"
BUILDING EXTERIOR WALL
4"
NOTE:
1.ALL CONCRETE CURBS AND SIDEWALKS TO BE 4,000 P.S.I. CONCRETE.
SIDEWALK PAVEMENT DETAIL
NOT TO SCALE
SIDEWALKS ADJACENT TO THE
STORE ARE TO BE COLORED
CONCRETE BROOM FINISHED
PERPENDICULAR TO STORE
FOR CONTROL/ EXPANSION
JOINTS, PLEASE REFER TO
EXHIBIT E.4 - COORDINATE W/
RF & CIVIL ENGINEER.
COLORED CONCRETE:
MANUFACTURER: INCRETE
COLOR-CRETE
COLOR: COAL MEDIUM FT9120
SEALANT: KAUFMAN KRYSTAL
25 OTC
CONCRETE & FIBER REINFORCEMENT: F'C= 4,000
PSI NORMAL WEIGHT AIR-ENTRAINED, MAX W/C =
0.45; FIBER 1.5 LBS/ CUBIC YARD EUCLID TYPE F
FIBRILLATED MICRO FIBER PSI FIBERSTRAND TO
BE ADDED AT CONCRETE PLANT
WORKABILITY: ADD HIGH RANGE WATER
REDUCER (SUPERPLASTICIZER) AS NECESSARY
TO ACHIEVE PROPER WORKABLE CONCRETE
(APPROX. SLUMP = 6")
BITMUNOUS
CONCRETE
PAVEMENT
OR
CONCRETE
PER SITE
PLAN
POUR
FLUSH W/
PROP.
PAVEMENT
GRADE
TACK COAT 0.2
GAL./SQ. YARD
CR-6 STONE
SUBBASE
SECTION VIEW
CONCRETE & FIBER REINFORCEMENT: F'C= 4,000 PSI
NORMAL WEIGHT AIR-ENTRAINED, MAX W/C = 0.45; FIBER
1.5 LBS/ CUBIC YARD EUCLID TYPE F FIBRILLATED MICRO
FIBER PSI FIBERSTRAND TO BE ADDED AT CONCRETE
PLANT
WORKABILITY: ADD HIGH RANGE WATER REDUCER
(SUPERPLASTICIZER) AS NECESSARY TO ACHIEVE
PROPER WORKABLE CONCRETE (APPROX. SLUMP = 6")
SEE PLAN FOR
SIZE
6"
8"
6" CONCRETE PARKING PAD
PAVEMENT DETAIL
NOT TO SCALE
COMPACTED PREPARED
SUBGRADE - MIN 98%
COMPACTION
COLORED CONCRETE:
MANUFACTURER: INCRETE COLOR-CRETE
COLOR: COAL MEDIUM FT9120
SEALANT: KAUFMAN KRYSTAL 25 OTC
FOR CONTROL/ EXPANSION JOINTS, PLEASE REFER TO
EXHIBIT E.4
BITMUNOUS
CONCRETE
PAVEMENT OR
CONCRETE PER
SITE PLAN
28 DAY 4,000 PSI
CLASS "A"
CONCRETE
TACK COAT 0.2
GAL./SQ. YARD
COMPACTED PREPARED
SUBGRADE
#8 STONE SUBBASE
SECTION VIEW
CONCRETE & FIBER REINFORCEMENT : F'C= 4,000 PSI NORMAL
WEIGHT AIR-ENTRAINED, MAX W/C = 0.45; FIBER 1.5 LBS/ CUBIC
YARD EUCLID TYPE F FIBRILLATED MICRO FIBER PSI
FIBERSTRAND TO BE ADDED AT CONCRETE PLANT
WORKABILITY : ADD HIGH RANGE WATER REDUCER
(SUPERPLASTICIZER) AS NECESSARY TO ACHIEVE PROPER
WORKABLE CONCRETE (APPROX. SLUMP = 6")
SEE PLAN FOR SIZE
8"
8"
8" CONCRETE FUEL TANK PAD DETAIL/
FUEL TANK LANDING PAD/
DIESEL FUEL CANOPY PAD/
DUMPSTER APRON PAD
NOT TO SCALE
8" COMPACTED STONE BASE
(COMPACTED TO 98% COMPACTED
PER GEOTECHNICAL REPORT)
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
2" ASPHALT SURFACE COURSE
(COMPACTED TO 92-96%
DENSITY)
3" ASPHALT BINDER COURSE
(COMPACTED TO 92-96% DENSITY)
NOTE:
1.REVISE TO MEET JOB AND LOCAL JURISDICTION REQUIREMENTS AND
GEOTECHNICAL REPORT REQUIREMENTS. THE MINIMUM REQUIRED THICKNESS
ARE SHOWN IN THE DETAIL. USE LOCAL DOT PAVEMENT MIX DESIGN FOR
WEARING AND BINDING COURSES.
2.PROOF ROLL PREPARED SUBBASE SURFACE TO CHECK FOR UNSTABLE AREAS
AND AREAS REQUIRING ADDITIONAL COMPACTION. NOTIFY ENGINEER OF
UNSATISFACTORY CONDITIONS. DO NOT BEGIN PAVING WORK UNTIL DEFICIENT
SUBBASE AREAS HAVE BEEN CORRECTED AND ARE READY TO RECEIVE PAVING.
3.VERIFY WITH GEOTECHNICAL ENGINEER FOR PAVEMENT THICKNESS.
STANDARD ASPHALT PAVEMENT DETAIL
NOT TO SCALE
1:12 MAX. SLOPE
(TYP.)
BUILDING WALL
DEPRESSED
CURB
SIDEWALK AREA
DE
P
R
E
S
S
E
D
WI
D
T
H
P
E
R
SIT
E
P
L
A
N
C-
1
0
1
EXTEND BUILDING
WALL FINISH TO
THIS AREA.
NOTES:
1.ALL CONCRETE CURBS AND SIDEWALKS TO BE 4,000 P.S.I. CONCRETE.
2. PROVIDE EXPANSION JOINT MATERIAL WHERE CURB RAMP ADJOINS ANY
RIGID PAVEMENT, SIDEWALK OR STRUCTURE WITH THE TOP OF JOINT FILLER
PLUS SEALANT FLUSH WITH ADJACENT CONCRETE SURFACE.
3. SEAL JOINTS WITH AN APPROVED SEALING MATERIAL.
4. PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BROOMING
TRANSVERSE TO THE SLOPE OF THE RAMP. EXTEND TEXTURE THE FULL
WIDTH AND LENGTH OF THE CURB RAMP INCLUDING FLARED SIDE RAMPS.
5. CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB
HEIGHT AND THE SIDEWALK PITCH. SEE TABLE A FOR TYPICAL RAMP
DIMENSIONS.
6. WHENEVER POSSIBLE, CONSTRUCT THE TRANSITION SLOPE FROM THE
CURB RAMP AND FLARE SIDES TO ADJOINING SURFACES WITH A GRADUAL
CURVE RATHER THAN AN ABRUPT ANGLE.
7. DETECTABLE WARNING SURFACE COLOR TO BE : "BRICK RED"
DEPRESSED CURB
7.5% MAX.SLOPE
TOP OF CURB
ROADWAY SURFACE
DEPRESSED CURB
4"
COMPACTED
GRAVEL
BASE
ROADWAY
SURFACE
DETECTABLE
WARNING SURFACE PREMOLDED EXP.
JOINT FILLER (TYP.)
4" CONC. SIDEWALK
LANDING
MIN. 3'-0" FOR SIDEWALK
WIDTHS LESS THAN 8'-0".
MIN. 4'-0" FOR SIDEWALK
WIDTHS MIN. 8'-0" OR
WIDER PER CURRENT
ADA STANDARDS.
CURB RAMP SECTION CURB RAMP ELEVATION
CROS
S
-
S
E
C
T
I
O
N
WIDTH
S
A
M
E
A
S
SIDE
W
A
L
K
5'-0"
M
I
N
.
BUILDING WALL
PERIMETER CURB RAMP DETAIL
NOT TO SCALE
18"
6"1"
6"
1"
PAVEMENT DIMENSION(S) ON PLAN VIEW
REFER TO FACE OF CURB
1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. @ 28 DAYS.
2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB.
3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS
WITH BOTTOM OF ASPHALT PAVEMENT.
4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS,
MAXIMUM, AND ALL P.C.'S.
18"
6"
1"
1"
1"
SPILL CURB & GUTTER COLLECTOR CURB & GUTTER
6"
PAVEMENT DIMENSION(S) ON PLAN
VIEW REFER TO FACE OF CURB
5"
NOTES:
1-1/2"R 1-1/2"R
CONCRETE CURB & GUTTER DETAIL
NOT TO SCALE
NOT TO SCALE
MOUNTABLE CURB DETAIL
BITMUNOUS
CONCRETE
PAVEMENT OR
CONCRETE
PER SITE PLAN
28 DAY 4,000 PSI
CLASS "A"
CONCRETE
POUR FLUSH
W/
PROP.
PAVEMENT
GRADE
TACK COAT 0.2
GAL./SQ. YARD
#8 STONE SUBBASE
SECTION VIEW
SEE PLAN FOR SIZE
6"
8"
6" CONCRETE FUEL CANOPY PAD
PAVEMENT DETAIL
NOT TO SCALE
COMPACTED PREPARED
SUBGRADE - MIN 98%
COMPACTION
COLORED CONCRETE:
MANUFACTURER: INCRETE COLOR-CRETE
COLOR: COAL MEDIUM FT9120
SEALANT: KAUFMAN KRYSTAL 25 OTC
ABOVE NOTE APPLIES TO DIESEL FUEL PAD & DIESEL TANK PAD.
NOTE: CR-6 STONE SUBBASE FOR DUMPSTER APRON PAD ONLY, ALL OTHERS TO BE #8 STONE.
BITMUNOUS
CONCRETE
PAVEMENT OR
CONCRETE
PER SITE PLAN
28 DAY 4000 PSI
CLASS "A"
CONCRETE
POUR FLUSH W/
PROP. PAVEMENT
GRADE
TACK COAT 0.2
GAL./SQ. YARD
COMPACTED PREPARED
SUBGRADE
CR-6 STONE
SUBBASE
SECTION VIEW
SEE PLAN FOR
SIZE
6"
4% (REFER TO GRADING
PLAN FOR SLOPE)
2"
8"
INSULATED 6" CONCRETE PAVEMENT
AT CAR WASH DE-ICING SYSTEM DETAIL
NOT TO SCALE
2" SQUARE EDGE XPS,
EXTRUDED
POLYSTYRENE
INSULATION
2"
5/8" O.D. PEX TUBING
CONCRETE & FIBER REINFORCEMENT: F'C= 4,000 PSI
NORMAL WEIGHT AIR-ENTRAINED, MAX W/C = 0.45; FIBER 1.5
LBS/ CUBIC YARD EUCLID TYPE F FIBRILLATED MICRO FIBER
PSI FIBERSTRAND TO BE ADDED AT CONCRETE PLANT
WORKABILITY: ADD HIGH RANGE WATER REDUCER
(SUPERPLASTICIZER) AS NECESSARY TO ACHIEVE PROPER
WORKABLE CONCRETE (APPROX. SLUMP = 6")
6"
M
I
N
9"
BA
C
K
O
F
C
U
R
B
6"2'
14"
R
.
3"
1'-11
4"1034"
6"
1. A REVERSE GUTTER PAN SHALL HAVE A GUTTER SLOPE OF 4.17% AWAY FROM THE FLOW LINE, AND SHALL
NOT BE USED WHERE THIS DRAINAGE CREATES A HAZARDOUS CONDITION
2. GUTTER PAN AT THE MEDIAN EDGE OF INTERMEDIATE ARTERIALS OR THE HIGH SIDE OF SUPER ELEVATED
SECTIONS SHALL BE SLOPED AT THE SAME RATE AND IN THE SAME DIRECTION AS THE PAVEMENT. MATCH
PAVEMENT CROSS SLOPE WHEN CURB IS LOCATED ON THE LOW SIDE OF SUPER ELEVATED SECTION AND THE
RATE OF SUPER ELEVATION IS GREATER THAN 3% FOR MODIFIED CURB AND GUTTER.
3. A MINIMUM OF TWO (2) FEET OF COMPACTED STABILIZED EARTH. OR EQUIVALENT, SHALL SUPPORT THE
ENTIRE BACK OF CURB.
4. A POSITIVE DRAINAGE SHALL BE PROVIDED BOTH BEHIND THE CURB AND ALONG THE GUTTER AND FLOW LINE.
NOTE:
MODIFIED COMBINATION CURB AND GUTTER
POUR FLUSH
W/ PROP.
PAVEMENT
GRADE
27
5
5
-
B
C
h
a
r
l
e
s
B
l
v
d
.
Gr
e
e
n
v
i
l
l
e
,
N
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2
7
8
5
8
(2
5
2
)
5
5
8
-
0
8
8
8
ww
w
.
a
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k
c
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s
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t
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c
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m
EN
G
I
N
E
E
R
S
&
P
L
A
N
N
E
R
S
01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
#
Ne
w
H
a
n
o
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,
N
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i
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a
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1
3
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&
N
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A
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F
A
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M
S
#
5
5
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1/2/2023
NC
L
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C6.0
DE
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NOTES:
1. STEEL FOR POSTS SHALL CONFORM TO THE MECHANICAL REQUIREMENTS OF
ASTM A 499-81 GRADE 60 AND TO THE CHEMICAL REQUIREMENTS OF ASTM AI-76
CARBON STEEL TEE RAIL HAVING NOMINAL WEIGHT OF 3 LB. OR GREATER PER
LINEAR FOOT.
2. AFTER FABRICATION ALL STEEL POSTS SHALL BE GALVANIZED TO MEET THE
REQUIREMENTS OF ASTM A-123.
3. SIGN MOUNTING HEIGHT TO BE PER MUTCD REQUIREMENTS.
4. ALL SIGN POSTS SHALL HAVE "BREAK AWAY" FEATURES THAT MEET AASHTO
REQUIREMENTS CONTAINED IN "STANDARD SPECIFICATIONS FOR STRUCTURAL
SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS". THE
"BREAK AWAY" FEATURES SHALL BE STRUCTURALLY ADEQUATE TO CARRY THE
SIGN SHOWN ON THE PLANS AT 60 MPH WIND LOADINGS. INSTALLATIONS SHALL
BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
HOLE LOCATION
DETAIL B
TAPER
OPTIONAL
3/
8
"
D
I
A
.
H
O
L
E
S
1
"
O
.
C
.
LE
N
G
T
H
A
S
R
E
Q
'
D
F
O
R
S
I
G
N
S
I
Z
E
HO
L
E
S
1
"
O
.
C
.
3/
8
"
D
I
A
.
LE
N
G
T
H
A
S
R
E
Q
'
D
F
O
R
S
I
G
N
S
I
Z
E
TAPER
OPTIONAL
DETAIL A
HOLE LOCATION
3"
1"GALVANIZED
STEEL
GALVANIZED
STEEL
1"
1"
TYPICAL
METAL SIGN
C
B
A
WT.A B C
3 LB.
OR
3 LB.
4 LB.
1-5/8"
1-5/16"
1-5/8"
1-3/4"
1-7/8"
1-3/4"
3-1/2"
3-1/2"
3-1/2"
TYPICAL METAL SIGN POST DETAIL
NOT TO SCALE
SEE PLAN VIEW
1'-
6
"
4'
TY
P
.
WHITE REFLECTIVE
TRAFFIC PAINT
STOP BAR
STOP SIGN
STOP BAR GRAPHIC
NOT TO SCALE
3" NON SHRINK GROUT, 1" SIKAFLEX -
2C POLYURETHANE SEALANT -
REDWOOD (OR EQUIVALENT)
PEA GRAVEL
6" SCH.40 STEEL PIPE
10" SCHEDULE 40 PVC
SLEEVE 1" BELOW FINISHED
SIDEWALK ELEVATION
1" SIKAFLEX - 2C
POLYURETHANE
SEALANT -
REDWOOD
3" NON SHRINK GROUT
3000 PSI CONCRETE
PVC SLEEVE
CUT 1" BELOW FINISHED
SIDEWALK ELEVATION
PRESCORE
NEOPRENE TAPE
1/8" PLASTIC SLEEVE
BY IDEAL SHIELD (OR EQUIVALENT)
1/2" BELOW FINISH INTO
SEALANT
PEA GRAVEL
CAP/PLATE WELDED TO END OF
BOLLARD
SUBGRADE
DRILL 1/8"Ø HOLE IN BOLLARD SLEEVE
6" ABOVE GRADE
CURB AT PARKING LOT ISLANDS AND ADJACENT TO SIDEWALKS
OR 4" WHITE PAINT LINE IN NON CURBED DOUBLE PARKING BAYS.
NOTES:
1.PROVIDE 2 COATS OF PAINT ON ALL SITE STRIPING.
2.SEE SITE PLAN FOR ACTUAL SPACE LOCATION AND DIMENSIONS.
3.CONCRETE JOINT TO LAND ON STRIPING.
4" WHITE PAINT
LINE (TYP.)20
'
-
0
"
(
T
Y
P
.
)
4'-6"
TYPICAL 9' PARKING SPACE DETAIL
NOT TO SCALE
2'-3"2'-3"
TYPICAL BOLLARD LAYOUT -
SEE EXHIBIT "G" STANDARD
DETAILS 4 FOR ADDITIONAL
INFORMATION
5'-0"12'-0"12'-0"
PROP. CONCRETE CURB
PROP. DUAL
VACUUM
(CONTACT CAR
WASH VENDOR)
20
'
-
0
"
DUAL VACUUM PARKING PENINSULA
LAYOUT WITH CAR WASH DETAIL
NOT TO SCALE
12'-0"
CAR WASH SITES ONLY
TRASH CAN
℄
REMOTE E-STOP ON
REMOVABLE BOLLARD DETAIL
NOT TO SCALE
REMOVABLE
BOLLARD (TYP.)
PROP. DUAL
VACUUM
(CONTACT CAR
WASH VENDOR)
TRASH
CAN
REMOVABLE
BOLLARD (TYP.)
12'-0"5'-0"
CURB AT PARKING LOT ISLANDS AND ADJACENT TO SIDEWALKS
OR 4" WHITE PAINT LINE IN NON CURBED DOUBLE PARKING BAYS.
NOTES:
1.PROVIDE 2 COATS OF PAINT ON ALL SITE STRIPING.
2.SEE SITE PLAN FOR ACTUAL SPACE LOCATION AND DIMENSIONS.
3.CONCRETE JOINT TO LAND ON STRIPING.
4" WHITE PAINT
LINE (TYP.)20
'
-
0
"
(
T
Y
P
.
)
5'-0"
TYPICAL 10' PARKING SPACE DETAIL
NOT TO SCALE
2'-6"2'-6"
TYPICAL BOLLARD LAYOUT -
SEE EXHIBIT "G" STANDARD
DETAILS 4 FOR ADDITIONAL
INFORMATION
REMOTE E-STOP ON REMOVABLE BOLLARD PLAN
NOT TO SCALE
3500 P.S.I. CONCRETE
SAND CUSHION
4" SEWER CLEANOUT CAP
6" PVC ENCASEMENT PIPE
ASPHALT OR
CONCRETE AS
DETERMINED BY
TRAFFIC SURFACE
4,000 P.S.I
CONCRETE
TRAFFIC RATED CLEANOUT COVER
2" ASPHALT OR CONCRETE
FINISHED
GRADE
18" SQUARE CONCRETE
ENCASEMENT
(3500 P.S.I CONCRETE)
4"
M
A
X
.
18
"S
TRAFFIC RATED CLEANOUT DETAIL
NOT TO SCALE
NOTE: ALL PENNSYLVANIA
STORE LOCATIONS TO
PROVIDE NON-REMOVABLE
BOLLARDS AT FUEL
CANOPY ONLY - STEEL PIPE
AND FOOTER TO BE FILLED
WITH CONCRETE IN LIEU OF
PEA GRAVEL AS SHOWN.
TYPICAL REMOVABLE BOLLARD DETAIL
NOT TO SCALE
SITE LIGHT POLE
PROTECTION W/O CURB
NOT TO SCALE
3" NON SHRINK GROUT, 1"
SIKAFLEX - 2C
POLYURETHANE SEALANT
- REDWOOD (OR
EQUIVALENT)PEA GRAVEL
6" SCH.40 STEEL PIPE
10" SCHEDULE 40 PVC
SLEEVE 1" BELOW FINISHED
SIDEWALK ELEVATION
1" SIKAFLEX -
2C
POLYURETHANE
SEALANT -
REDWOOD
3" NON SHRINK GROUT
CONCRETE
PVC SLEEVE
PAVING
CUT 1" BELOW FINISHED
SIDEWALK ELEVATION
PRESCORE
NEOPRENE TAPE
1/8" PLASTIC SLEEVE
BY IDEAL SHIELD (OR
EQUIVALENT)
1/2" BELOW FINISH INTO
SEALANT
PEA GRAVEL
CAP/PLATE WELDED
TO END OF BOLLARD
SUBGRADE
SIGN B
GALVANIZED NUTS
& BOLTS TYP.
SIGN A
DRILL 1/8"Ø HOLE IN
BOLLARD SLEEVE 6"
ABOVE GRADEEXPANSION JOINT
REMOVABLE BOLLARD DETAIL AT HC PARKING
NOT TO SCALE
PROP. FREE AIR
(CONTACT KATHY RETER
@ ROYAL FARMS HQ.)
PROP. CONCRETE CURB
ALL SITES APPLICABLE
FREE AIR & FREE AIR/ PAY VAC
COMBO CONCRETE PAD LAYOUT ALL
SITES DETAIL
NOT TO SCALE
3'-
0
"
3'-0"
LEAST TRAVELED DRIVE ISLE
3'-
0
"
3'-0"
FREE AIR / PAY VACUUM
(CONTACT KATHY RETER
@ ROYAL FARMS HQ.)
1" D CONDUIT 4" FROM
BACK SIDE
CAR WASH DE-ICING SYSTEM DETAIL (PLAN
VIEW)NOT TO SCALE
TRAFFIC SIGN FOUNDATION DETAIL
NOT TO SCALE
TYPICAL 42" FENCE DETAIL
NOT TO SCALE
4" DIA.
3000 PSI
CONCRETE
BASE
FINISHED
GRADE
30
"
M
I
N
SIGN
SIGN POST
GOVERNING CODE:IBC 2015
WIND VELOCITY =115 MPH
EXPOSURE B
SOIL BEARING CAPACITY =2,000 PSI
LATERAL DESIGN PRESSURE =300 PSF/FT
CONCRETE F'c =4,500 PSI (A/E)
MAX W/C =0.45
24" DIA.
2'-
0
"
T
O
3
'
-
0
"
3" CL. CONC.
COVER
7'-
0
"
SE
E
E
L
E
C
T
R
I
C
A
L
/
M
E
P
PL
A
N
S
VA
R
I
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S
:
M
A
X
2
0
'
-
0
"
5/8" CHAMFERED
EDGE, ALL FOUR
SIDES
TOTAL MAX. AREA OF LIGHT
FIXTURES = 4.0 SQ. FT.
LIGHT POLE, SEE
ELECTRICAL/MEP DWGS
ANCHOR BOLTS, LEV. NUTS,
ETC. BY MANUF., COORDINATE
WITH LIGHT POLE SHOP
DWGS.
FINISH GRADE
PVC CONDUIT
DRILLED CONC. PIER
REINF. w/ (8) #7 VERT.,
#4 TIES @ 16"o.c.
NOT TO SCALE
DRILLED CONC. PIER
REINF. w/ (8) #7 VERT.,
#4 TIES @ 16"o.c.
PLAN
LIGHT POLE FOUNDATION DETAIL
2'-6"
1'
-
3
"
1'-3"EMERGENCY STOP
PROTECTIVE BOLLARD
GAS
CURB
1'
-
6
"
4'
3'
-
6
"
2"
PROTECTIVE BOLLARD
REMOVABLE
BOLLARDS, TYP.
4'-0"
℄
℄
SITE LIGHT POLE BASE
W/O CURB PROTECTION
2'-0"2'-0"
4'-
0
"
2'-
0
"
2'
-
0
"
EMERGENCY STOP
3/4" SEAL-OFF
CONDUIT STRAP
3/4" CONDUIT
6" BOLLARD 2'
-
7
1
/
2
"
2'-
0
"
MI
N
.
GRADE LINE
1'-
2
7
/
8
"
45' CAR WASH
1,248 S.F.℄℄
CAR WASH
FOUNDATION
WALL
UNDERGROUND CAR WASH
ENTRANCE DE-ICING SYSTEM PIPES
(SEE 6" INSULATED CONCRETE
PAVEMENT DETAIL)
TRENCH
DRAIN
CAR WASH
FOUNDATION
WALL
UNDERGROUND CAR WASH
ENTRANCE DE-ICING SYSTEM PIPES
(SEE 6" INSULATED CONCRETE
PAVEMENT DETAIL)
TRENCH
DRAIN
SEE BUILDING PLUMBING
DRAWINGS FOR CONNECTION
DETAILS IN SUBSLAB PIPING 27
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&
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A
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S
01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
S
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N
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C
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W
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1 : 10
1 : 10
1 : 12
1 : 12
1 : 12
1 : 12
1 : 12
1 : 12
1 : 12
1 : 12
1 : 12
CURB HEIGHT PLUS RISE OF SIDEWALK CROSS SLOPE
USE ONLY WHEN SPACE LIMITATIONS PROHIBIT THE
CONSTRUCTION OF 1 : 12 OR FLATTER SLOPES.
6.0 FT.
5.0 FT.
4.0 FT.
3.0 FT.
5.0 FT.
4.2 FT.
3.3 FT.
2.5 FT.
5.0 FT.
4.2 FT.
3.3 FT.
2.0 FT.
1 : 10
1 : 8
6"
5"
4"
3"
SIDE FLARE
DIMENSION AT
CURB (1 : 12)
SIDE FLARE
DIMENSION AT
CURB (1 : 10)
NOMINAL RAMP
LENGTH
MAX. RAMP
SLOPE
MAX. RISE
OF RAMP
CURB RAMP DIMENSIONS EXISTING CONDITION
5.0 FT.
4.2 FT.
8"
11.0 FT.
12.0 FT.
10.0 FT.
9.0 FT.
8.0 FT.
7.0 FT.
6.0 FT.
5.0 FT.
4.0 FT.
3.0 FT.
10.0 FT.
9.2 FT.
8.4 FT.
7.5 FT.
6.7 FT.
5.8 FT.
3.3 FT.
2.5 FT.
12.0 FT.
11.0 FT.
10.0 FT.
9.0 FT.
8.0 FT.
7.0 FT.
6.0 FT.
5.0 FT.
4.0 FT.
3.0 FT.1 : 12
12"
11"
10"
9"
7"
6"
5"
4"
3"
SIDE FLARE
DIMENSION AT
CURB (1 : 12)
SIDE FLARE
DIMENSION AT
CURB (1 : 10)
NOMINAL RAMP
LENGTH
(1 : 12)
MAX. RAMP
SLOPE
RISE OF
RAMP
CURB RAMP DIMENSIONS NEW CONSTRUCTION
NOTE:
1.REFER TO LOCAL CODE REQUIREMENTS FOR LIMITATIONS ON RAMP SLOPE,
LENGTH, RISE, AND SIDE FLARE.
*
*
*
**
**
TABLE A
NOT TO SCALE
3500 P.S.I. CONCRETE
SAND CUSHION
4" SEWER CLEANOUT CAP
6" PVC ENCASEMENT PIPE
ASPHALT OR
CONCRETE AS
DETERMINED BY
TRAFFIC SURFACE
4,000 P.S.I
CONCRETE
TRAFFIC RATED CLEANOUT COVER
2" ASPHALT OR CONCRETE
FINISHED
GRADE
18" SQUARE CONCRETE
ENCASEMENT
(3500 P.S.I CONCRETE)
4"
M
A
X
.
18
"S
TRAFFIC RATED CLEANOUT DETAIL
NOT TO SCALE
8'-
0
"
12
'
-
0
"
TRASH ENCLOSURE DETAIL
NOT TO SCALE
11'-0"11'-0"
24'-0"
BRICK
VENEER
TO MATCH
BUILDING
CONTROL JOINT
8" REINFORCED
CONCRETE SLAB
6"
1'11'11'1'
6"6"
STD. 8
CUBIC
YARD
DUMPSTER
STD. 8
CUBIC
YARD
DUMPSTER
SEE
STRUCTURAL
FOR
BOLLARD
DETAIL.
2" DIA. GALVANIZED
SLEEVE RECEIVING 1 3/8"
DIA. DROP ROD @ GATE.
(TYP. EA. SIDE. RECEIVING
SLEEVE SHALL PROJECT 1"
ABOVE FINISHED ASPHALT
PAVING
1-3/8" DIA. DROP ROD
2" DIA. GALVANIZED
RECEIVING SLEEVE
1"
9"
TRUNCATED DOME DETAIL AT CURB RAMP
NOT TO SCALE
NOTE:
1. DETECTABLE WARNING SURFACE TO BE COLOR "BRICK RED"
2. DETECTABLE WARNING STRIP SHALL BE "CAST IN PLACE" TYPE
DUMPSTER
ENCLOSURE
HT. = 8'-0"
COMPACTED STONE BASE (CR-6) TO 95%
DENSITY
COMPACT SUB-GRADE OR STONE BASE TO 95%
MODIFIED OR 98% STANDARD PROCTER
HOT MIX ASPHALT SURFACE
COURSE (2" MIN.) EXTEND 2'
ON EACH SIDE OF TRENCH
HOT MIX ASPHALT BINDER
COURSE (4" MIN.)
UTILITY TRENCH / PAVEMENT REPAIR DETAIL
NOT TO SCALE
SAW CUT EXIST. PAVING
#57 STONE BEDDING PER MANUF. SPECIFICATIONS
UTILITIES AS REQ'D
REPAIRED PORTION SHALL
MATCH EXIST. PAVING GRADES
FUEL DISPENSER
10"
MAX.
2"
MA
X
TYPICAL MOUND-UP DETAIL @ FUEL DISPENSER
NOT TO SCALE
ELEVATION
TOP OF PANEL
2' MIN OVERHANG 2' MIN OVERHANG
SURFACE COURSE
SURFACE COURSE
3" CL.
3'-6"
1'-
0
"
3'-
0
"
M
I
N
.
8'
-
0
"
M
A
X
.
2'-
6
"
L
A
P
NOT TO SCALE
DUMPSTER ENCLOSURE WALL & SLAB DETAIL
#5 @ 32"o.c.
STD. HOOK #6 DOWEL @
16"o.c.
(4) #5 CONT.,
3" CL. CONC. COVER
12" CMU GROUTED SOLID
BELOW GRADE, TYP.
TYP.
6" CONC. SLAB ON
GRADE REINF. w/
#4-16"o.c. EA. WAY,
F'c=4,000 PSI A/E
6"
FINISH GRADE VARIES,
SEE CIVIL DWGS.
8" CMU REINFORCED w/
#6-16"o.c. VERT. REINF,
FILL ALL CMU w/ PEA
GRAVEL CONCRETE
1/2" EXPANSION
JOINT
PIPE BOLLARDS:
1. MINIMUM 6" DIA.
SCH 80 PIPE FILLED
WITH CONCRETE,
COORDINATE WITH
SITE/CIVIL DWGS.
2. MINIMUM
16"x16"x3'-0" TALL
CONCRETE
ENCASEMENT.
STD 'DUR-O-WAL'
REINF @ 16"o.c.
STD 'DUR-O-WAL'
REINF @ 16"o.c.
VENEER TIES @ 16"o.c.
HORIZ. & 16"o.c. VERT.
VENEER TIES @ 16"o.c.
HORIZ. & 16"o.c. VERT.
BRICK VENEER,
SEE ARCH DWGS.
BRICK VENEER,
SEE ARCH DWGS.
27
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&
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A
N
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01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
S
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SCALE: 1" = 10'
TYPICAL BOLLARD/ CONCRETE JOINT LAYOUT
8'
8'
2'2'4'2'2'4'
2'2'4'
2'-6"
4'-6"4'-2"
2.5'4'-6"4'-6"
6"
4'-
6
"
TY
P
4'-
6
"
TY
P
7'
9'
TY
P
9'-10"
TYP
4'-6"AS
S
P
E
C
I
F
I
E
D
CONTROL JOINT SECTION
NOT TO SCALE
CONTROL JOINTS, 1"
DEEP, 1/2" RADIUS
AS
S
P
E
C
I
F
I
E
D
EXPANSION JOINT SECTION
1/2'' PREMOLDED EXP. JT. FOR FULL DEPTH OF CONCRETE
NOT TO SCALE
EXPANSION JOINT SEALANT
AS
S
P
E
C
I
F
I
E
D
27
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5
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2
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5
8
(2
5
2
)
5
5
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8
8
8
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w
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a
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c
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EN
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R
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&
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A
N
N
E
R
S
01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
S
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CONTROL JOINTS AT
PUMPS AND
MIDPOINTS
BETWEEN PUMPS
(TYP)
13'
TYP
12'
TYP
10
'
12
'
TY
P
10
'
7'
7'
10
'
15'
TYP
12'
TYP
15
'
TY
P
12'
TYP
12'
TYP
12
'
-
6
"
12
'
-
6
"
15'
TYP
30' 0"
TYP
60
'
-
0
"
TY
P
30' 0"
TYP
60
'
-
0
"
TY
P
30' 0"
TYP
60
'
-
0
"
TY
P
30' 0"
TYP
30' 0"
TYP
30' 0"
TYP
27
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5
2
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01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
S
C
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I
P
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DA
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#
Ne
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,
N
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C
a
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1
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2
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A
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S
01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
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1/2/2023
NC
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1
9
9
C6.5
DE
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S
TOP OF SILT FENCE
MUST BE AT LEAST
1' ABOVE THE TOP
OF WASHED STONE
30
"
M
I
N
.
HE
I
G
H
T
OF
S
T
O
N
E
BURY WIRE FENCE, FILTER FABRIC
AND HARDWARE CLOTH IN TRENCH
STEEL FENCE POST SET MAX 2'
APART18" INTO SOLID GROUND
SILT FENCE
BURY 6" OF UPPER EDGE
OF FILTER FABRIC IN TRENCH
BURY WIRE FENCE
AND HARDWARE CLOTH
3' FILTER FABRIC ON GROUND
FILTER STONE
FILTER OF 1" DIA.
WASHED STONE
SECTION VIEW
FRONT VIEW
SILT FENCE OUTLET
NOT TO SCALE
SHRUB PLANTING
NOT TO SCALE
UNDISTURBED
SUBGRADE
CREATE 3" WATER SAUCER FOR INDIVIDUALLY
PLANTED SHRUBS, CREATE MULCHED BEDS
FOR MASS PLANTING
REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL
TRIPLE SHREDDED HARDWOOD BARK MULCH
(NON -DYED) MIN 4"D. DO NOT PLACE MULCH IN
CONTACT WITH THE TRUNK. TOP OF ROOTBALL
SHALL BE 1" - 2" ABOVE SURROUNDING FIN. GRADE
SELECTIVELY THIN ALL BRANCHING TO REMOVE
DISCOLORED FOLIAGE MAINTAIN PLANT SHAPE
EXCAVATE 2X ROOT BALL DIAMETER.
PLACE BACKFILL MIXTURE IN 12" LIFTS &
THOROUGHLY WATER BETWEEN LIFTS.
TAMP SOIL AROUND ROOT BALL BASE
FIRMLY WITH FOOT PRESSURE SO THAT
ROOT BALL DOES NOT SHIFT.
BACKFILL MIXTURE (REFER TO SPECS)
PLACE IN 12" LIFTS & THOROUGHLY
WATER BETWEEN LIFTS
CONTAINER STOCK: REMOVE CONTAINER
AND LOOSEN ROOTBALL PRIOR TO INSTALLATION
LARGE AND SMALL TREE PLANTING
NOT TO SCALE
EACH TREE MUST BE PLANTED SUCH THAT THE
TRUNK FLARE IS VISIBLE AT THE TOP OF THE
ROOT BALL. TREES WHERE THE TRUNK FLARE
IS NOT VISIBLE SHALL BE REJECTED. DO NOT
COVER THE TOP OF THE ROOT BALL WITH SOIL.
4" HIGH TOPSOIL SAUCER BEYOND EDGE OF ROOT BALL.
MULCH RING 8' DIA.
REMOVE ALL TWINE, ROPE, WIRE AND
BURLAP FROM TOP HALF OF THE ROOT BALL.
IF THE PLANT IS SHIPPED WITH A WIRE BASKET AROUND
THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES
AND FOLD DOWN 8" INTO PLANTING HOLE.
PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL.
TAMP SOIL AROUND ROOT BALL BASE FIRMLY
WITH FOOT PRESSURE SO THAT ROOT BALL
DOES NOT SHIFT.
NOTE:
TREES SHALL BE STAKED ONLY IF
DIRECTED BY THE OWNER.
SET ROOT BALL
FLUSH WITH FINISH GRADE
TRIPLE SHREDDED HARDWOOD
BARK MULCH (NON -DYED) MIN
4"D. DO NOT PLACE MULCH IN
CONTACT WITH THE TREE TRUNK.
EXCAVATE 2X ROOT BALL DIAMETER.
PLACE BACKFILL MIXTURE IN 12" LIFTS AND
THOROUGHLY WATER BETWEEN LIFTS.
SIDEWALK DETAIL
NOT TO SCALE
5'2.5'
1/4" PER FOOT SLOPE (MAX)
CONCRETE
CURB & GUTTER
COMPACTED SUBGRADE
4" CONCRETE SIDEWALK
STEEL BOLLARD
NOT TO SCALE
6" DIA. STD. STEEL PIPE BOLLARD(S) (PAINTED)
SET IN 4,000 PSI CONCRETE MIN 12" x 12" x 36" DEEP.
FILL PIPE SOLID W/ CONCRETE, ROUND TOP FINISH
ASPHALT SURFACE
ABC BASE COURSE
4,000 PSI CONCRETE
CONCRETE SIDEWALK
4'
-
0
"
3'
-
0
"
(
M
I
N
.
)
1'-6"
8"
12"
STANDARD FRAME, GRATE AND HOOD
FOR USE ON STANDARD CATCH BASIN
NOT TO SCALE
PLAN
FRAME, GRATE & HOOD ASSEMBLY
B
B
D
D
3'-7"
C C
2'
-
6
"
A A
NOTE:
USE TYPE 'C' GRATE, UNLESS
OTHERWISE INDICATED.
SECTION - BB
SECTION - AA
SECTION - CC
SECTION - DD
1 34"1 34"
1 12"58"
1 12"
2 34"
1 12"1 12"
1 34"
1"
2 34"1 12"
FRAME PLAN
3'-0"
2'
-
6
"
2'
-
4
12"
J
J
K K
3"
9"
9"
3"
L M
L M
SECTION - RR
R3"
4 58"
1 58"
1 14"
1"4 34"
34"
5 78"12"
3 12"
1116"
12"
58"1 12"
SECTION - MM SECTION - LL
SECTION - PP SECTION - NN
2 34"7"
2 18"
1"
1"
1"
1 38"1 38"
P P34"
2 18"
7"
1 34"
1"N N
SECTION - JJ
SECTION - KK
HOOD ELEVATION
DETAIL #1
SEE DETAIL #1
1116" SLOT FOR 12" BOLT
7"58"
2'-0"
4 58"
58"4"
1 34"
4 34"
10"
10"
4"3"
34"
14"
2'-11 12"
R
R
1'-2"11"34"34"
1 12"
4"
3'- 78"
3'-0"3 12"3 12"
34"34"
34"
TOP OF SILT FENCE
MUST BE AT LEAST
1' ABOVE THE TOP
OF WASHED STONE
BURY WIRE FENCE, FILTER
FABRIC AND HARDWARE
CLOTH IN TRENCH
SILT FENCE
BURY 6" OF UPPER
EDGE OF FILTER
FABRIC IN TRENCH
BURY WIRE FENCE AND
HARDWARE CLOTH
3' FILTER
FABRIC ON
GROUND
FILTER STONE
FILTER OF 1" DIA.
WASHED STONE
SECTION VIEW
FRONT VIEW
SILT FENCE OUTLET
NOT TO SCALE
8" MIN.
12' M
I
N
.
5
0
'
NOT TO SCALE
CLASS 'A' STONE
8" MIN. DEPTH
NOTES:
1.PROVIDE TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS.
2.LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES.
3.MUST BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR DIRECT FLOW OF
MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE WILL BE
NECESSARY.
4.ANY MATERIAL TRACKED ONTO THE ROADWAY
MUST BE CLEANED UP IMMEDIATELY.
5.LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL
POINTS OF INGRESS AND EGRESS UNTIL SITE IS
STABILIZED. PROVIDE FREQUENT CHECKS OF THE
DEVICE AND TIMELY MAINTENANCE.
6.NUMBER AND LOCATION OF CONSTRUCTION
ENTRANCES TO BE DETERMINED BY THE ENGINEER.
7.USE CLASS 'A' STONE OR OTHER COARSE
AGGREGATE APPROVED BY THE ENGINEER.
8.INSTALL CONSTRUCTION ENTRANCES IN A WAY TO
PREVENT VEHICLES FROM BYPASSING
CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
NOTE:
PLACE FILTRATION
GEOTEXTILE
BENEATH STONE
PUB
L
I
C
R
O
A
D
(CONSTRUCT IN ACCORDANCE WITH NCDOT DETAIL No. 1607.01)
NCDOT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
WIRE FABRIC
UV RESISTANT
GEOTEXTILE FABRIC
TAMPED
BACKFILL
6' MAX. EXTRA STRENGTH FABRIC W/O WIRE FENCE
12 GAUGE, 4"x 4" WELDED WIRE FABRIC
8' MAX. STANDARD STRENGTH FABRIC W/ WIRE FENCE
24
"
FILL S
L
O
P
E
36
"
GROUND LINE
24
"
NOTES:
1. INSPECT SEDIMENT FENCES AT LEAST
ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT
FENCE COLLAPSE, TEAR, DECOMPOSE
OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON
THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING
CLEANOUT.
4. REMOVE ALL FENCING MATERIALS
AND UNSTABLE SEDIMENT DEPOSITS
AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED.
STEEL POST
TEMPORARY SILT FENCE
NOT TO SCALE
8" DOWN & 4" FORWARD
ALONG THE TRENCH
NOTES:
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
10 mil PLASTIC LINING
B B
PLAN
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
PLYWOOD
48"X24"PAINTED WHITE
BLACK LETTERS
6" HEIGHT
LAG SCREWS
36"
36"
TYPE "ABOVE GRADE" WITH STRAW BALES
2"
8"1.12" DIASTEEL WIRE
STAPLE
DETAIL
CONCRETE
WASHOUT
10' MINIMUM
VARIES
10 mil PLASTIC LINING
PLAN
NOT TO SCALE
10 mil PLASTIC LINING
WOOD FRAME SECURELY
FASTENED AROUND
ENTIRE PERIMETERWITH TWO STAKES
TWO-STACKED
2X12 ROUGH
WOOD FRAME
STAKE
(TYP)
TYPE "ABOVE GROUND"
WITH WOOD PLANKS
SECTION B-B
B B
VARIES
10' MINIMUM
AA
10 mil PLASTIC LINING
10 mil PLASTIC LINING
SANDBAG
BERM
BERM
3'
LATH ANDFLAGGING ON
3 SIDES
PLAN
NOT TO SCALE
SECTION A-A
SANDBAG
TYPE "BELOW GRADE"
WOOD POST
3.5"X3.5"X8'
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 SHALLBE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION.
CONCRETE WASHOUT
NOT TO SCALE
MAXIMUM POST SPACING 4 FT.
SECTION A-A
MULTI-DIRECTIONAL FLOW
CONTROL STONE
SEDIMENT
2'
2'
1'-6"
A
DIMENSION VARIABLEAVERAGE BOX
2'
6"
12"
1/4" WIRE MESH
A
NOTES:
1. SEDIMENT CONTROL STONE SHALL BE NO. 5 OR
NO. 57 AND SHALL BE PAID FOR AT THE
CONTRACT UNIT PRICE PER TON "SEDIMENT
CONTROL STONE."
2. WIRE MESH SHALL BE HARDWARE CLOTH 23
GAUGE MIN. AND SHALL HAVE 1/4 INCH MESH
OPENINGS.TOP OF WIRE MESH SHALL BE A
MINIMUM OF ONE FOOT BELOW THE
SHOULDER OR ANY DIVERSION POINT.
3. STEEL POST SHALL BE 5 FT. IN HEIGHT, BE
INSTALLED 1.5 FT. DEEP MINIMUM, AND BE OF
THE SELF-FASTENER ANGLE STEEL TYPE.
4. WOOD POST SHALL BE 6 FT. IN HEIGHT, BE
INSTALLED TO 1.5 FT. DEEP MINIMUM, AND BE
3 INCHES IN DIAMETER. POST SPACING SHALL
BE A MAXIMUM OF 4 FT.
5. INSPECT INLETS AT LEAST WEEKLY AND AFTER
EACH SIGNIFICANT (12 INCH OR GREATER)
RAINFALL EVENT. CLEAR THE MESH WIRE OF
ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT
THE WIRE MESH DURING SEDIMENT REMOVAL.
REPLACE STONE AS NEEDED.
FILTERED
WATER
ROCK INLET SEDIMENT TRAP
NOT TO SCALE
TREE PROTECTION FENCING / BARRIER FENCING
NOT TO SCALE
SIGNAGE:
TREE PROTECTION SIGNAGE SHALL BE
PROVIDED ON THE FENCE AT 100' ON
CENTER. PROVIDE AT LEAST ONE SIGN
PER PROTECTED AREA.
40" MIN.
18
"
M
I
N
.
NO TRESSPASSING
TREE PROTECTION AREA
NOTES:
1.FENCING SHALL BE INSTALLED AFTER CLEARING AND PRIOR TO COMMENCEMENT OF GRADING.
2.INSTALL FENCING AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER.
3.ALL TREES TO BE SAVED IN AREAS TO BE GRADED SHALL RECEIVE FENCING.
4.CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF THE FENCING UNTIL ALL SITE WORK IS COMPLETED.
5.FENCING SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION.
6.NO GRADING, PUMPING, STORAGE, PEDESTRIAN OR VEHICULAR TRAFFIC ALLOWED IN FENCED AREAS.
EXISTING GRADE
2'
-
0
"
M
I
N
.
4'
-
0
"
M
I
N
.
10'-0" MAX.
ORANGE SAFETY FENCE FABRIC
ATTACH FABRIC WITH
PREFORMED HOOKS
TO METAL POSTS
27
5
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EN
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S
&
P
L
A
N
N
E
R
S
01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
S
C
R
I
P
T
I
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N
DA
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#
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1/2/2023
NC
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P
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1
1
9
9
C7.0
DE
T
A
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S
3:1 (MA
X
.
)
TEMPORARY STOCKPILE
3:1 (M
A
X
.
)
TEMPORARY STOCKPILE
NOT TO SCALE
INSTALL TEMPORARY SILT FENCE WHERE
NECESSARY TO RETAIN SEDIMENT
10
'
M
A
X
.
H
E
I
G
H
T
EXISTING GRADE
TEMPORARILY SEED AS SOON AS POSSIBLE
(NO MORE THAN 21 CALENDAR DAYS AFTER
FORMATION OF THE STOCKPILE.)
IF STOCKPILE WILL NOT BE USED WITHIN 90
DAYS STABILIZE WITH PERMANENT VEGETATION.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3.Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4.Provide ponding area for containment of treated Stormwater before discharging
offsite.
5.Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
HAZARDOUS AND TOXIC WASTE
1.Create designated hazardous waste collection areas on-site.
2.Place hazardous waste containers under cover or in secondary containment.
3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EQUIPMENT AND VEHICLE MAINTENANCE
1.Maintain vehicles and equipment to prevent discharge of fluids.
2.Provide drip pans under any stored equipment.
3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4.Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5.Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.Never bury or burn waste. Place litter and debris in approved waste containers.
2.Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3.Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4.Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5.Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6.Anchor all lightweight items in waste containers during times of high winds.
7.Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8.Dispose waste off-site at an approved disposal facility.
9.On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2.Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3.Contain liquid wastes in a controlled area.
4.Containment must be labeled, sized and placed appropriately for the needs of site.
5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1.Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2.Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3.Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
HERBICIDES, PESTICIDES AND RODENTICIDES
1.Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2.Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3.Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4.Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1.Do not discharge concrete or cement slurry from the site.
2.Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3.Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4.Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7.Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8.Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9.Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10.At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3.Provide stable stone access point when feasible.
4.Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
A
A
BELOW GRADE WASHOUT STRUCTURE
1:1SIDE SLOPE
(TYP.)
10 MILPLASTICLINING
3'-
0
"
MIN
.
& X
'
MA
X
.
SECTION A-A
NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURENOT TO SCALE
PLAN
SECTION B-B
HIGHCOHESIVE &LOW FILTRATIONSOIL BERM
8"
6"
2'
HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE(TYP.)
10 MILPLASTIC LINING
B
B
3'-
0
"
MIN
.
& X
'
MA
X
.
A
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)OR STAPLES
SANDBAGS (TYP.)OR STAPLES
SANDBAGS (TYP.)OR STAPLES
NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES75% OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BECLEARY MARKED WITH SIGNAGE NOTING DEVICE.
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURESSHALL BE MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF THESTRUCTURES CAPACITY TO PROVIDE
ADEQUATE HOLDING CAPACITY WITH AMINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDSTO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
CONCRETE
WASHOUT CONCRETE
WASHOUT
PLAN
CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)
SILT FENCE
10'MIN
10'
MIN
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within this
many calendar
days after ceasing
land disturbance
7
7
7
14
None
None
(a)Perimeter dikes,
swales, ditches, and
perimeter slopes
(b)High Quality Water
(HQW) Zones
(c)Slopes steeper than
3:1
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d)Slopes 3:1 to 4:1
(e)Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
Self-inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1.E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make this
requirement not practical:
(a)This general permit as well as the certificate of coverage, after it is received.
(b)Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically-available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard-copy records.
(c)All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.Occurrences that must be reported
Permittees shall report the following occurrences:
(a)Visible sediment deposition in a stream or wetland.
(b)Oil spills if:
·They are 25 gallons or more,
·They are less than 25 gallons but cannot be cleaned up within 24 hours,
·They cause sheen on surface waters (regardless of volume), or
·They are within 100 feet of surface waters (regardless of volume).
(a)Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b)Anticipated bypasses and unanticipated bypasses.
(c)Noncompliance with the conditions of this permit that may endanger health or the
environment.
2.Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at (800) 662-7956, (800)
858-0368 or (919) 733-3300.
NOTES:
1.REMOVE ANY EXISTING VEGETATION AND
SCARIFY OR BENCH ADJACENT SOILS PRIOR
TO PLACING BERM.
2.BERM MATERIALS MUST BE ADEQUATELY
COMPACTED AND IMMEDIATELY STABILIZED.
3.DIVERSION DITCHES/BERMS MUST BE
IMMEDIATELY STABILIZED TO PREVENT
EROSION AND TRANSPORT OF SEDIMENT.
4.FOLLOW 02300 EARTHWORK SPECIFICATION.
TYPICAL VEE SHAPED DIVERSION
CHANNEL LINED TO
PREVENT EROSION
(SEE TABLE IN THIS DETAIL)
NOTE 1
DESIGN FLOW DEPTH
12" MIN. FREEBOARD
W NOTE 2
3 1
TYPICAL PARABOLIC DIVERSION
CHANNEL LINED TO
PREVENT EROSION
(SEE TABLE IN THIS DETAIL)
NOTE 1
DESIGN FLOW DEPTH
12" MIN. FREEBOARD W NOTE 2
3 1
CHANNEL LINED TO
PREVENT EROSION
(SEE TABLE IN THIS DETAIL)
NOTE 1
DESIGN FLOW DEPTH
12" MIN. FREEBOARD W NOTE 2
3 1
TYPICAL TRAPEZOIDAL DIVERSION
LONG
I
T
U
D
I
N
A
L
S
L
O
P
E
DIVERSION DITCH
NOT TO SCALE
STAKE TOSUPPORT WIRE
SUPPORT ROPE TO WIRETO PREVENT SAGGING 4'MAX
SUPPORT POST 24" INTOBOTTOM OR SIDES
DESIGN LIFE OF FABRIC
IS 6-12 MONTHS COIR MESH OR JUTE, TRENCHEDINTO BOTTOM AND SIDE
CO
M
P
A
C
T
E
D
EAR
T
H
E
N
D
A
M
3' MIN
TEMPORARY RISER
OUTLET PIPE
5' CRESTWIDTH
3:1 SIDE SLOPES
SKIMMER
TETHER
EXTEND BAFFLES UP SIDES
AS TO NOT ALLOW FLOWAROUND THE ENDS.
SECOND CHAMBER25% OF SURFACE AREA
FIRST CHAMBER25% OF SURFACE AREA
INLET ZONE35% OF SURFACE AREA
STONE ENERGY
DISSIPAT0R
INLET
F
L
O
W
(PIPE
O
R
D
I
T
C
H
)
BAFFLE (TYP.)
PERSPECTIVE VIEW
SKIMMER BASIN
BAFFLE DETAIL
NOTE:
BAFFLES TO BE REMOVED UPON SITE STABILIZATIONAND PRIOR TO EXCAVATION FOR FINAL CONTOURSFOR WET DETENTION POND.
SKIMMER SEDIMENT BASIN
CROSS SECTION VIEW
COIR MESH OR JUTE
BAFFLES
INLET FLOW
(PIPE OR DITCH)
DEWATERINGZONE
FILTER FARBRIC
SEDIMENT
STORAGE ZONE
STONE PAD
OUTLET PIPE
TEMPORARYOUTLET STRUCTURE
TETHER
NOTES:
1.SKIMMER IS TO BE A SURFACE DEWATERING
DEVICE SUCH AS BMP SKIMMER OR APPROVED
DEVICE.
2.SKIMMER SHOULD RISE TO LEVEL OF WEIRHEIGHT IN TEMPORARY BASIN OR TO RISER
INLET.
3.ROPE ATTACHED TO SKIMMER TO HELP KEEP
SKIMMER CLEAN.
4.SKIMMER SHALL BE 2" SKIMMER WITH ORIFICESIZE INDICATED ON SHEET C-4 AS
MANUFACTURED BY J.W. FAIRCLOTH & SON,
INC. (919) 732-1244 OR 2" SKIMMER
MANUFACTURED BY IAS, LLC (336) 698-4275.
WATER ENTRY UNIT WITH
TRASH SCREEN
ORIFICE OPENING INSIDE THE
HORIZONTAL TUBE WITH ACONSTANT HYDRAULIC HEAD
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
FLEXIBLE HOSE
TOP VIEW
PVC VENT PIPE
WATER ENTRY UNIT
FLOAT
END VIEW
EARTHEN EMBANKMENT
EMERGENCY SPILLWAY TOP OF PROPOSED
OUTLET STRUCTURE
OUTLET
PIPE
SIDE VIEW
STONE PAD
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
L= MIN. 5'
FLEXIBLE HOSE MUST BE
SECURELY FASTENED TOTHE DISCHARGE
OPENING.
FLEXIBLE HOSE
FLOAT
PVC VENT PIPE
SKIMMER DISCHARGE SYSTEM
WITH OUTLET STRUCTURE
NOT TO SCALE
NOTES:
1.FILTER TYPES SHALL BE APPROVED BY THE INSPECTOR PRIOR TO
INSTALLATION.
2.FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THEDIRECTION OF THE INSPECTOR.
3.FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR BASIS
(NOT BE MORE THAN HALF FULL AT ANY TIME).4.FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING NCDOT ROADS.
FILTER BAG INLET PROTECTION
NOT TO SCALE
INSTALLATIONSECTION
GRATE HOOD
EXPANSION
RESTRAINT
GRATE
DEFLECTOR
CATCH BASIN
DUMP LOOPS
FILTER BAG
1" REBAR FOR BAG
REMOVE FROM INLET
OULET
MAINTENANCE:
INSPECT FILTER BAG AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
RAINFALL EVENT (12 INCH OR GREATER) AND CLEAN AS NEEDED. REMOVE
SEDIMENT AND CLEAN FILTER WHEN FILTER BAG IS 1/2 FULL OF SEDIMENT
TO MAINTAIN EFFICIENCY AND FLOW THROUGH FILTER BAG. ONCE
CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED AND
APPROVAL OF INSPECTOR HAS BEEN GRANTED, REMOVE SEDIMENT FILTERBAG FROM INLET.
FILTER BAG
27
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01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
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DE
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STANDARD ASPHALT PAVEMENT SECTION
NOT TO SCALE
SUB-GRADE TO STANDARD PROCTOR -
98% MIN. COMPACTION
STONE BASE TO MODIFIED PROCTOR -
100% MIN. COMPACTION
WELL-DRAINED SUB-GRADE
6.0" CABC
2" ASPHALT CONCRETE
(NCDOT TYPE S-9.5B SURFACE COURSE)
HEAVY DUTY ASPHALT PAVEMENT SECTION
NOT TO SCALE
SUB-GRADE TO STANDARD PROCTOR -
98% MIN. COMPACTION
STONE BASE TO MODIFIED PROCTOR -
100% MIN. COMPACTION
WELL-DRAINED SUB-GRADE
8.0" CABC
3" ASPHALT CONCRETE
(NCDOT TYPE S-9.5B SURFACE COURSE)
INSTALL IN TWO 1.5" LIFTS
CONCRETE PAVEMENT SECTION
NOT TO SCALE
SUB-GRADE TO STANDARD PROCTOR -
98% MIN. COMPACTION
STONE BASE TO MODIFIED PROCTOR -
100% MIN. COMPACTION
WELL-DRAINED SUB-GRADE
5.0" CABC
6" 4,000 PSI CONCRETE
CLASS "D"
FINISHED GRADE
BACKFILL
PIPE
12" MIN.
4" MIN.
TRENCH SECTION DETAIL FOR THE INSTALLATION OF PVC
GRAVITY STORM DRAIN & SANITARY SEWER PIPING
(NOT TO SCALE)
GRANULAR EMBEDMENT
SELECT BACKFILL
CLASS "F"
FINISHED GRADE
EMBEDMENT
BACKFILL
PIPE
12" MIN.
TRENCH SECTION DETAIL FOR THE INSTALLATION
OF REINFORCED CONCRETE PIPE
(NOT TO SCALE)
THICKENED EDGE CONCRETE WALK
ASPHALT SURFACE
ABC BASE COURSE
SLOPE AS INDICATED ON PLAN1/4" PER FOOT SLOPE (MAX.)
8"
12
"
AS INDICATED ON PLAN
8"
NOT TO SCALE
COMPACTED
SUBGRADE
4"
CURB AND GUTTER AND PAVEMENT DETAIL
24"
6"
6"
12
"
3" R
.3"R.
7"
18"
NOT TO SCALE
COMPACTED
SUBGRADE
ABC STONE BASE
COURSE (SEE PLAN
FOR TYP. THICKNESS)
BITUMINOUS CONCRETE
SURFACE COURSE (SEE PLAN
FOR TYPICAL THICKNESS)
CONCRETE CURB
AND GUTTER
6'-0"6'-0"5'-0"
1:12 MAX SLOPE 1:12 MAX SLOPE
(C) SIDEWALK RAMPS
ACCESSIBLE RAMPS
RAMP FLOOR DETAIL
INSET A
SEE NOTE
PLAN
SECTION
0.
2
"
O.
C
.
2.
3
5
"
O.C.
2.35"
TAPER 6" CURB HEAD TO
BE FLUSH WITH CONC. WALK
CURB HEAD
(6" WIDTH & 6" HEIGHT)
2'
-
0
"
7' CONCRETE
SIDEWALK
7' CONCRETE
SIDEWALK
6"-8"
(NOT TO SCALE)
NOTES:
1. WARNING SURFACE
TO BE RED IN COLOR
SLIP-RESISTANT
WARNING SURFACE
0.9" DIA.
RAISED DOMES
0.9" DIA.
RAISED DOMES
NOTE:
RAMPS MUST COMPLY WITH NATIONAL AND LOCAL CODES
SEE INSET 'A'
AND NOTE
NOTE:
RAMP FLOOR SHALL BE
CONSTRUCTED TO CONTRAST
VISUALLY WITH ADJOINING
SURFACES. WARNING SURFACE
TO BE RED IN COLOR.
THIS POINT TO BE FLUSH
WITH PAVEMENT
STEEL BOLLARD DETAIL
NOT TO SCALE
ASPHALT SURFACE
ABC BASE COURSE8"
6" DIA. STD. STEEL PIPE BOLLARD(S)
(PAINTED) SET IN 4000 PSI CONCRETE
MIN 12" x 12" x 36" DEEP. FILL PIPE
SOLID W/CONCRETE, ROUND TOP
FINISH.
1' - 6"
4'
-
0
"
3'
-
0
"
(
M
I
N
.
)
CONCRETE SIDEWALK
12"4000 PSI CONCRETE
NOT TO SCALE
5'
M
I
N
I
M
U
M
WIDTH VARIES (5' MINIMUM)
CODE REQUIRED EXIT
DOOR (WIDTH VARIES)
14" PER 1' MAXIMUM
SLOPE IN ANY DIRECTION
REQUIRED BUILDING EXIT DOOR
ACCESSIBLE GRADES DETAIL
0.5' MINIMUM 1.5' MIN.
*REFER TO ARCHITECTURAL DRAWING(S) FOR REQUIRED EXIT DOOR LOCATION(S)
48" CONCRETE VALLEY GUTTER
ACCESSIBLE PARKING DETAIL
TYPICAL PARKING DETAIL - (REFER TO PLAN)
NOT TO SCALE
NOTE:
HANDICAP SPACES FOR PHYSICALLY HANDICAPPED
PERSONS SHALL BE IDENTIFIED BY ABOVE-GRADE
SIGNS STATING "RESERVED PARKING".
REFER TO "ACCESSIBLE PARKING SIGN" DETAIL.
"HANDICAP PARKING"HANDICAP
RAMP
"HANDICAP PARKING"
VAN ACCESSIBLE SIGN
CONCRETE
SIDEWALK
11'5'8'
18
'
WHEELSTOP (TYP)
CONCRETE PAVING14" P
E
R
1
'
M
A
X
14" PER 1' MAX
2'
CURB AND GUTTER DETAIL
NOT TO SCALE
6"18"
7"
6 12"
12
"
R3"
R3"
6"18"
12
"
R3"
R3"
7"
R1/8"
6"
R1/2"
See Note
24" CONCRETE CURB AND GUTTER - SPILL 24" CONCRETE CURB AND GUTTER
SPECIAL GUTTER
12
"
1/2"
SURFACE OF GUTTER
1/8" RADIUS
1/8" RADIUS
JOINT SEALER6"18"6"
30"
6"
6"
R3"
R3"
12
"
GENERAL NOTES:
1.CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS,
EXCEPT THAT A 15' SPACING MAY BE USED WHEN A MACHINE IS
USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM
CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10'
INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER
TO PREVENT UNCONTROLLED CRACKING.
2.CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE
SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM
DEPTH OF 1 1/2" SHALL BE OBTAINED.
3.ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT FILLER.
4.EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS, AND
ADJACENT TO ALL RIGID OBJECTS.
5.ALL CURB AND GUTTERS ARE TO BE POURED WITH CLASS "A"
CONCRETE. (3000 PSI)
6.FLEXIBLE FORMS ARE TO BE USED WHEN RADII IS LESS THAN 200.
24"24"
3"
(TYP)6" (TYP)
#5 REBAR ON CHAIRS
(TYP)
8"2"
CURB RAMPS - DIRECTIONAL RAMPS
NOT TO SCALE
6"x12" CONCRETE CURB
TYPE 1
REFER TO ROADWAY STANDARD DRAWING NUMBER 848.05 SHEET 3 OF 3 FOR ALL RAMP NOTES
CONCRETE DEPRESSED CURB
DETECTABLE WARNING SURFACE
SEE R.S.D.N. 848.05
4'-0" MIN.
5'-0" MAX
GRADE BREAKDEPRESSED 2'-6"
CURB & GUTTER
8.33% (12:1) MAX SLOPE
NOTES:
1.8.33% (12:1) MAX RAMP SLOPE
2.CROSS SLOPE: 2.00%
3.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.
SLOPE: ZERO - 2.00%
SIDEWALK
5' MIN.1 3
ACCESSIBLE PARKING SIGN
NOT TO SCALE
NOTES:
1.MOUNT POST IN SIDEWALK. PROVIDE PROTECTION FOR POST.
2.PAINT STEEL/METAL POST TO MATCH BUILDING.
PAVEMENT/GRASS
MUTCD R7-8D
12"x9"
MUTCD R7-8
12"x18"
MUTCD R7-8A
12"x6"
PAINT
(OWNER TO SELECT COLOR)
VAN ACCESSIBLE SIGNNOTE:
SIGN TO MEET ALL STATE,
LOCAL AND ADA REQUIREMENTS
12"
18
"
6"
9"
7'-
0
"
9"
2"
18
"
2"
6"
27
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S
&
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A
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N
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S
01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
S
C
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I
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1/2/2023
NC
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15'
TRANSITION TO FLUSH
FLOW LINE OF GUTTER
(NOT TO SCALE)
GUTTER RISES TO MATCH
TOP OF CURB GRADE
TOP OF CURB ELEVATION
NOTE:
THIS DETAIL ILLUSTRATES THE TRANSITION FROM STANDARD CURB & GUTTER - W/ 6" ELEVATION DIFFERENCE BETWEEN TOP
OF CURB AND FLOWLINE, TO FLUSH CONDITION - W/ TOP OF CURB AND FLOWLINE OF GUTTER AT SAME ELEVATION.
TYPICALLY USED AT ENTRANCE/EXIT TO CAR WASH AND AT SIDEWALK/CURB & GUTTER TRANSITION POINTS ALONG BUILDING.
15' TRANSITION(TYP) - AT ENTRANCE
6"5"
TOP OF CURB ELEVATION = TOP
OF WALK ELEVATION = FRONT
OF GUTTER =
FLOW LINE ELEVATION
TOP OF CURB ELEVATION
ISOMETRIC VIEW
PROFILE
FLOW LINE OF GUTTER
FRONT OF GUTTER
FRONT OF GUTTER 24"
TOP OF CURB ELEVATION =
TOP OF WALK ELEVATION =
FRONT OF GUTTER =
FLOW LINE ELEVATION
24" CURB AND
GUTTER (TYP.)
CURB AND GUTTER TO FLUSH PAVING TRANSITION
CURB AND GUTTER DETAIL
NOT TO SCALE
6"18"
7"
6 12"
12
"
R3"
R3"
6"18"
12
"
R3"
R3"
7"
R1/8"
6"
R1/2"
See Note
24" CONCRETE CURB AND GUTTER - SPILL
24" CONCRETE CURB AND GUTTER
30" CONCRETE CURB AND GUTTER
SPECIAL GUTTER
6"24"
12
"
R3"
R3"
6"
R1/2"
7"
R1/8"
12
"
1/2"
SURFACE OF GUTTER
1/8" RADIUS
1/8" RADIUS
JOINT SEALER
6"18"6"
30"
6"
6"
R3"
R3"
12
"
CONCRETE VALLEY GUTTER
18"18"
3"
(TYP)
6" (TYP)#5 REBAR ON CHAIRS
(TYP)
8"2"
GENERAL NOTES:
1.CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS,
EXCEPT THAT A 15' SPACING MAY BE USED WHEN A MACHINE IS
USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM
CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10'
INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER
TO PREVENT UNCONTROLLED CRACKING.
2.CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE
SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM
DEPTH OF 1 1/2" SHALL BE OBTAINED.
3.ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT FILLER.
4.EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS, AND
ADJACENT TO ALL RIGID OBJECTS.
5.ALL CURB AND GUTTERS ARE TO BE POURED WITH CLASS "A"
CONCRETE. (3000 PSI)
6.FLEXIBLE FORMS ARE TO BE USED WHEN RADII IS LESS THAN 200.
STANDARD CATCH BASIN FRAME
IN CURB AND GUTTER
NOT TO SCALE
FRAME, GRATE, AND HOOD
5'
M
I
N
.
5' M
I
N
.
12" EXPANSION JOINT
12" EXPANSION JOINT
CURB AND GUTTER
CL
8"
7"
12"
VARIAB
L
E
CURB AND GUTTER TO FLUSH PAVING TRANSITION
NOT TO SCALE
TOP OF CURB ELEVATION =
TOP OF WALK ELEVATION =
FRONT OF GUTTER =
FLOW LINE ELEVATION
PROFILE
ISOMETRIC VIEW
15' TRANSITION (TYP) - AT ENTRANCE TOP OF CURB ELEVATION
FRONT OF GUTTER
FLOW LINE OF GUTTER
6"5"
TOP OF CURB ELEVATION =
TOP OF WALK ELEVATION =
FRONT OF GUTTER =
FLOW LINE ELEVATION
TRANSITION TO FLUSH
GUTTER RISES TO MATCH
TOP OF CURB GRADE
FRONT OF GUTTER
TOP OF CURB ELEVATION
FLOW LINE OF GUTTER
24" CURB AND GUTTER (TYP)
NOTE:
THIS DETAIL ILLUSTRATES THE TRANSITION FROM STANDARD CURB
& GUTTER - W/ 6" ELEVATION DIFFERENCE BETWEEN TOP OF CURB
AND FLOWLINE, TO FLUSH CONDITION - W/ TOP OF CURB AND
FLOWLINE OF GUTTER AT SAME ELEVATION. TYPICALLY USED AT
ENTRANCE/EXIT TO CAR WASH AND AT SIDEWALK/CURB & GUTTER
TRANSITION POINTS ALONG BUILDING.
24"
15'
CURB TAPER DETAIL
NOT TO SCALE
2'
EXPANSION JOINT
(SEE DETAIL)
27
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&
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N
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S
01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
S
C
R
I
P
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I
O
N
DA
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#
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#
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NC
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9
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C7.3
DE
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A
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S
2'-0"
GRADE
FINISHED
SEWER SERVICE PIPE AS SHOWN
ON PLANS OR SPEC.
CLEAN OUT TO BE INSTALLED IF
SPECIFIED ON PLANS AND IS IN
THE BID SCHEDULE
CONCRETE CLEAN
OUT RING
GRAVITY SEWER CLEAN-OUT
NOT TO SCALE
45° BEND
BOLTED PLUG VARIES
SEE SITE PIPING FOR SIZES
CONC. COLLAR
(SEE DETAIL)
PIPE CONTINUATION
FOR ON LINE C.O.
FITTING AS REQ'D
SEE SITE PIPING
FLOW
EXTERIOR CLEAN-OUT DETAIL
NOT TO SCALE
BLDG
5'-0"
3'-
5
'
D
E
E
P
FLOW
SEE SITE PIPING
FOR SIZES
COMBINATION
WYE AND 18 BEND
CLEAN OUT CAP TO
BE SET 1" ABOVE
FINAL GRADE
STUB OUT 1' PAST WYE AND
INSTALL RUBBER TEST CAP
NO. TP6 AS MANUFACTURED
BY JONES MANUFACTURING
CO. OR EQUIVALENT
SEWER SERVICE CONNECTION DETAIL
NOT TO SCALE
STANDARD BRICK CATCH BASIN 15" THROUGH 54" PIPE
NOT TO SCALE
NOTES:
1.MORTAR JOINTS 1/2" ± 1/8" THICK. CLASS "AA" CONCRETE TO BE USED.
2.THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING.
3.ALL CATCH BASINS OVER 3' 6" IN DEPTH SHALL BE PROVIDED WITH STEPS 1' 2" ON CENTERS.
4.STEPS SHALL BE IN ACCORDANCE WITH STD No. 25.12.
5.CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. JUMBO BRICK WILL BE PERMITTED.
6.FOR 8' 0" IN HEIGHT OR LESS USE 8" WALL. OVER 8' 0" IN HEIGHT USE 12" WALL TO 6' 0" FROM
TOP OF WALL, AND 8" WALL FOR THE REMAINING 6' 0".
7.LEAVE WEEP HOLES AS DIRECTED BY THE ENGINEER.
PLAN
Y Y
X
X
A
B
2"
BACK OF CURB
SECTION - XX
FRAME, GRATE & HOOD
12"
B
8"8"
D
6"
HI
D
8"
6"
6"
HI
C
B8"8"
HI +
6
END ELEVATION
WHERE 30" TO 36" PIPE IS USED
SECTION - JJ
H2
12"
E
SECTION - YY
OUTLET
6"
HI
8"8"
8"6"6"
A
D
SIDE ELEVATION
WHERE 42" TO 54" PIPE IS USED
SECTION - MM
8"
6"
6"
HI
E
D
G
A
STEP
8"8"
HI +
6
H2
PLAN PLAN
F
E
Y Y
A
B F
E
M MBA
STANDARD BRICK CATCH BASIN 15" THROUGH 54" PIPE
NOT TO SCALE
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADE
USE ON FLAT GRADE
2% AND OVER
NORMAL GUTTER LINE
12"5'-0"
DEPRESSED
GUTTER LINE
8"6"
10
"
M
A
X
.
SECTION - SS
F
6"
1 12"
3"3"
#4 BARS "U"
EQUALLY SPACED
ELEVATION SECTION - RR
PLAN
CURB AND GUTTER W/ CATCH BASIN ON STEEP GRADE
PLAN OF TOP SLAB
NORMAL CURB AND GUTTER ON LIGHT GRADE
USE ON FLAT GRADE
2% AND UNDERE
6"
1 12"
#8 BARS "W"
#4 BARS "U"
#4 BARS "V"
6"6"
8"
DEPRESSED
GUTTER LINE
3'-0"3'-0"
5'-0"
5'-0"5'-0"
FLOW
R R
S
S
E
3"6"
1 12"
#4 BARS "V"
EQUALLY SPACED #8 BARS "W" EQUALLY SPACED
F
#4
B
A
R
S
"
U
"
EQ
U
A
L
L
Y
S
P
A
C
E
D
3"
3"
54"
48"
42"
36"
30"
24"
18"
15"
D
PIPE
3'-0"
A
SPAN
2'-2"
B
WIDTH
C
WIDTH
5'-7"
5'-0"
4'-5"
G
SPAN
5'-4"
4'-10"
4'-4"
3'-8"
3'-2"
3'-4"
2'-10"
2'-6"
MIN. H'
HEIGHT
---
HEIGHT
H2
---
---
V
E
ARIABL
---
---
---
---
---
---
---
---
---
---
---
3'-10"
3'-4"
3'-0"2'-2"
DIMENSIONS OF BOX AND PIPE COVER
DIMENSIONS
3'-3"
2'-8"
2'-1"
E
---
---
---
1'-10"
2'-4"
3'-6"
3'-6"
3'-6"
F
---
---
---
4'-4"
4'-4"
4
4
4
No.
---
---
---
4
4
3'-0"
2'-6"
1'-9"
LENGTH
---
---
---
1'-6"
2'-0"
6
4
3
No.
---
---
---
3
4
3'-3"
3'-3"
3'-3"
L
---
---
---
4'-1"
4'-1"
3
3
3
No.
---
---
---
3
3
3'-3"
3'-3"
3'-3"
L
---
---
---
4'-1"
4'-1"
REINFORCEMENT
BARS-U BARS-V BARS-W TOTAL
LBS
48
40
38
---
---
---
45
49
CUBIC YARDS OF
CONCRETE IN BOX H'
BRICK MASONRY
CU. YDS PER FT. OF HEIGHT
0.321
ABOVE H2
0.321
ABOVE MINIMUM H'
DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASINSTANDARD BRICK 15"-54" PIPE
2.146
1.811
0.802
0.909
1.070
1.306
1.586
2.510
0.583
0.508
0.281
0.281
0.281
0.521
0.602
0.659
0.410
0.373
0.281
0.281
0.281
0.374
0.415
0.448
0.173
0.135
---
---
---
0.147
0.187
0.211
TOTALFLOORTOP SLAB
STANDARD FRAME, GRATE AND HOOD
FOR USE ON STANDARD CATCH BASIN
NOT TO SCALE
PLAN
FRAME, GRATE & HOOD ASSEMBLY
B
B
D
D
3'-7"
C C
2'
-
6
"
A A
NOTE:
USE TYPE 'C' GRATE, UNLESS
OTHERWISE INDICATED.
SECTION - BB
SECTION - AA
SECTION - CC
SECTION - DD
1 34"1 34"
1 12"58"
1 12"
2 34"
1 12"1 12"
1 34"
1"
2 34"1 12"
FRAME PLAN
3'-0"
2'
-
6
"
2'
-
4
12"
J
J
K K
3"
9"
9"
3"
L M
L M
SECTION - RR
R3"
4 58"
1 58"
1 14"
1"4 34"
34"
5 78"12"
3 12"
1116"
12"
58"1 12"
SECTION - MM SECTION - LL
SECTION - PP SECTION - NN
2 34"7"
2 18"
1"
1"
1"
1 38"1 38"
P P34"
2 18"
7"
1 34"
1"N N
SECTION - JJ
SECTION - KK
HOOD ELEVATION
DETAIL #1
SEE DETAIL #1
1116" SLOT FOR 12" BOLT
7"58"
2'-0"
4 58"
58"4"
1 34"
4 34"
10"
10"
4"3"
34"
14"
2'-11 12"
R
R
1'-2"11"34"34"
1 12"
4"
3'- 78"
3'-0"3 12"3 12"
34"34"
34"
27
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EN
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R
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&
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L
A
N
N
E
R
S
01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
S
C
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I
P
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N
DA
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#
Ne
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A
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#
5
5
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1/2/2023
NC
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P
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DE
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E
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R
S
&
P
L
A
N
N
E
R
S
01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
S
C
R
I
P
T
I
O
N
DA
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E
#
Ne
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#
5
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1/2/2023
NC
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&
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A
N
N
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R
S
01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
S
C
R
I
P
T
I
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N
DA
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#
Ne
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5
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1/2/2023
NC
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R
S
&
P
L
A
N
N
E
R
S
01-02-2023
Drawn By:
Checked By:
Project Manager:
Project Number:
Drawing Number:
22075
D-1387
JDW
BAB/KWJ
JDW
Date:
REVISIONS:
DE
S
C
R
I
P
T
I
O
N
DA
T
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#
Ne
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5
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1/2/2023
NC
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