HomeMy WebLinkAboutSigned Plans - St Stanislaus ChurchEXISTIN
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
06.30.2025
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1. NHC COMMENTS 05.15.2025
1. NHC COMMENTS 05.21.2025
Owner/Applicant
Project Team
Vicinity Map
ST. STANISLAUS CHURCH
4849 CASTLE HAYNE ROAD, CASTLE HAYNE, NC 28429
FINAL DESIGN - NOT FOR CONSTRUCTION
Alfred Benesch & Company
2018 Eastwood Road, Suite 111
Wilmington, NC 28403
www.benesch.com
P 910.500.7081
Corp. NC License: F-1320
SAINT STANISLAUS CATHOLIC PARISH OF CASTLE HAYNE
4849 CASTLE HAYNE ROAD
CASTLE HAYNE, NC 28429
Project Team
Landscape Architect & Civil Engineer
Vicinity Map Site Overview Map (1''=200')
Sheet #Description Rev # Date Seal Date
C001 COVER SHEET 1
C002 GENERAL NOTES & LEGEND 1
C100 OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN 1
C200 OVERALL SITE PLAN
1
C201 SITE PLAN
1
C300
1
C301
GRADING PLAN 1
C302
EROSION CONTROL PLAN 1
C500
POST CONSTRUCTION DRAINAGE AREAS 1
C501
EROSION CONTROL DETAILS 1
C502
EROSION CONTROL DETAILS 1
C503 SITE DETAILS
1
C504
1
C505 WET POND 01 DETAILS
1
C506 WET POND 01 DETAILS
1
Index of Drawings
COVER
C001
Architect
LOCATION MAP
NOT TO SCALE
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MARK LOUDERMILK ARCHITECTURE
1409 MEDICAL CENTER DRIVE
WILMINGTON, NC 28401
EROSION CONTROL DETAILS
SITE DETAILS
C600 LANDSCAPE PLAN
1
1
C101 EXISTING CONDITIONS AND DEMOLITION PLAN
St
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
06.30.2025
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1. NHC COMMENTS 05.15.2025
1. NHC COMMENTS 05.21.2025
GENERAL NOTES
& LEGEND
C002
EXISTING LEGEND
EXISTING FIRE HYDRANT
R/W
EXISTING IRON PINEI
EXISTING UTILITY POLE
DYH
CENTERLINECL
EXISTING CURB AND GUTTER
# OF PARKING SPACES
ACCESSIBLE SPACE
RIGHT-OF-WAY
EXISTING LIGHT POLE
EXISTING IRON PIN
EXISTING SIGN
EXISTING UTILITY POLE
ACCESSIBLE RAMP
PROPERTY LINE
EXISTING FENCEXXX
EXISTING EASEMENTE
EXISTING ASPHALT PAVEMENT
EXISTING OVERHEAD UTILITY LINEOH/U
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING CONTOUR LINE
EXISTING GAS LINE
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
EXISTING UNDERGROUND TELEPHONE LINE
EXISTING FIBER OPTIC LINE
EXISTING STORM DRAINAGE PIPE
EXISTING TREE TO REMAIN
EXISTING STORM MANHOLE
EXISTING SEWER MANHOLE
EXISTING WATER METER
EXISTING WATER VALVE
FES 1
EXISTING DRAINAGE STRUCTURE
EXISTING SPOT ELEVATION+XXX.X
EXISTING TREE LINE
EXISTING GAS METER
EXISTING GAS VALVE
PROPOSED FIRE HYDRANT
PROPOSED GAS LINE
PROPOSED WATER LINE
PROPOSED SANITARY SEWER LINE
PROPOSED WATER VALVE
PROPOSED CHECK VALVE
PROPOSED POST INDICATOR VALVE
PROPOSED FIRE DEPT. CONNECTION
PROPOSED LEGEND
PROPOSED SIGN
PROPOSED BOLLARD
PROPOSED CURB AND GUTTER
PROPOSED FLUSH CURB AND GUTTER
PROPOSED FENCE
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
PROPOSED VEHICULAR CONCRETE PAVEMENT
PROPOSED STANDARD DUTY ASPHALT PAVEMENT
PROPOSED CONTOUR LINE
PROPOSED FLARED END SECTION
MH 1
PROPOSED STORM MANHOLE
PROPOSED STORM DRAINAGE PIPE
PROPOSED ROOF DRAIN PIPE
PROPOSED DRAINAGE STRUCTUREDI 1
PROPOSED SPOT ELEVATION
PROPOSED WATER METER
PROPOSED BACKFLOW PREVENTER
PROPOSED SEWER MANHOLE
SSMH 1
TEMPORARY TREE PROTECTION BARRICADE
TEMPORARY SILT FENCE
LIMITS OF GRADING/CONSTRUCTION
LINED GRASS SWALE
GRASS SWALE
TEMPORARY DIVERSION SWALE
PROPOSED CLEANOUT
PROPOSED DRAINAGE STRUCTURE
DI 1
EXISTING DOWNSPOUT
EXISTING CLEANOUT
TEMPORARY INLET PROTECTION
TEMPORARY ROCK CHECK DAM
TEMPORARY FILTER BERM BASIN
TEMPORARY GRAVEL ENTRANCE
OUTLET PROTECTION
TEMPORARY SILT SACK
PROPOSED CONCRETE SIDEWALK
GENERAL SITE NOTES:
1.DIMENSIONS AND COORDINATE POINTS ARE TO FACE OF CURB, EDGE OF PAVEMENT, OR CORNER OF BUILDING UNLESS
OTHERWISE NOTED.
2.EXISTING CONDITION SHOWN ARE BASED ON INFORMATION PROVIDED BY OTHERS. SEE SHEET C100 FOR ADDITIONAL
INFORMATION.
3.ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL STANDARDS.
4.ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE OWNER OR ENGINEER PRIOR TO
PROCEEDING WITH WORK.
5.PRIOR TO BEGINNING CONSTRUCTION, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR
SHALL SECURE AND PAY FOR ALL PERMITS (BOTH SITE AND BUILDING RELATED) INCLUDING BUT NOT LIMITED TO
REGULATORY FEES, LICENSES, AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK.
6.THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES, AND RIGHT-OF-WAYS, PUBLIC AND
PRIVATE, PRIOR TO WORKING IN THESE AREAS.
7.GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND THE PUBLIC SHALL BE
PROTECTED FROM INJURY.
8.USE CAUTION WHEN REPRODUCING COPIES OF THE CONSTRUCTION DRAWINGS. COPIES ARE SUBJECT TO DISTORTION
AND INACCURACY IN THE SCALE OF DRAWINGS. VERIFY ANY DISCREPANCIES WITH THE DESIGNER OF RECORD.
9.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION AS AMENDED.
10.ALL PAVEMENT MARKINGS SHALL BE FOUR (4) INCHES WIDE UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
11.CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS.
12.CONTRACTOR SHALL SAW-CUT EXISTING ASPHALT PAVEMENT AREAS TO TIE IN SMOOTHLY TO PROPOSED PAVEMENT AT
DRIVEWAY ENTRANCES.
13.REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS.
14.THE ENGINEER WILL PROVIDE THE CONTRACTOR WITH AN ELECTRONIC FILE OF THESE DRAWINGS UPON REQUEST.
15.CONTACT THE UTILITY COMPANY TO RELOCATE ANY UTILITIES REQUIRED FROM COMPLETION OF THE PROJECT. ALL
EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE
RELOCATED AT THE EXPENSE OF THE CONTRACTOR.
16.ALL SIGNAGE MUST CONFORM TO NCDOT AND NEW HANOVER COUNTY STANDARDS.
17.LIGHTING PLAN BY OTHERS. ALL LIGHTING MUST BE IN ACCORDANCE WITH NEW HANOVER COUNTY UDO.
18.STOP BEFORE YOU DIG. CALL 811. IT'S THE LAW.
GRADING AND DRAINAGE NOTES:
1.CONTRACTOR SHALL PERFORM HIS OWN ESTIMATES AND SHALL PROVIDE ALL EARTHWORK NECESSARY TO ACHIEVE THE
DESIGN GRADE, INCLUDING ANY OFFSITE BORROW OR SPOILS REQUIRED.
2.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS, INCLUDING PAVING, LAWN AND LANDSCAPE
AREAS.
3.THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD
CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
4.CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK, BOTH PUBLIC AND
PRIVATE. CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL REPAIR ANY DAMAGE AS A
RESULT OF THIS CONTRACT.
5.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
6.THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, PARKING LOTS AND SIDEWALKS ARE FINISHED
ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR
AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
7.PIPE LENGTHS SHOWN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE SLOPES AND INVERTS AND SHALL NOT BE
CONSTRUED BY THE CONTRACTOR TO REPRESENT THE ACTUAL QUANTITY OF PIPE REQUIRED.
8.STORM STRUCTURE RIM ELEVATIONS LISTED FOR CURB INLETS AREA THE GRATE ELEVATIONS (FRONT OF GUTTER)
UNLESS OTHERWISE INDICATED.
9.CROSS SLOPE OF SIDEWALKS SHALL BE 1/4"/FT. (MAX).
10.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1
11.EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL; BACKFILL ASAP TO MINIMIZE EXPOSURE TO
THE AIR.
12.IN ORDER TO ENSURE ADEQUATE DRAINAGE FLOW LINES IN GUTTERS SHALL BE 0.50% MINIMUM.
13.SPOT ELEVATIONS ON CURB & GUTTER ARE THE FLOW LINE ELEVATIONS UNLESS OTHERWISE INDICATED.
14.ALL UTILITY LINES (ELEC, WATER, SANITARY, STORM) REQUIRE THE USE OF TRACER WIRER/TAPE INSTALLED ABOVE THE
PIPE AT 30" BELOW FINISH GRADE AND WARNING TAPE LOCATED AT 12" ABOVE THE PIPE.
18.THE AMENDED 2018 NCPC SECTION 306.2.4 TRACER WIRE, FOR PLASTIC SEWER (STORM AND SANITARY) PIPING, AN
INSULATED COPPER TRACER WIRE OR OTHER APPROVED CONDUCTOR SHALL BE INSTALLED ADJACENT TO AND OVER THE
FULL LENGTH OF THE PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE SHALL TERMINATE
AT THE CLEANOUT BETWEEN THE BUILDING DRAIN AND BUILDING SEWER. THE TRACER WIRE SIZE SHALL BE NOT LESS
THAN 14 AWG AND THE INSULATION TYPE SHALL BE LISTED FOR DIRECT BURIAL.
UTILITY NOTES:
1.ALL UTILITY CONSTRUCTION (PRIVATE AND PUBLIC) SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND
FEDERAL CODE REQUIREMENTS.
2.ALL UTILITIES MUST CONFIRM TO AQUA NORTH CAROLINA STANDARDS AND SPECIFICATIONS FOR MATERIALS AND
INSTALLATION.
3.CONTRACTOR IS REQUIRED TO SCHEDULE ANY REQUIRED PRE-CONSTRUCTION MEETINGS WITH UTILITY PROVIDERS PRIOR
TO INSTALLATION OF ANY UTILITIES.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES
(STORM DRAINAGE, ELECTRIC, GAS, TELEPHONE, ETC.) PRIOR TO CONSTRUCTION. INFORMATION SHOWN ON THIS PLAN IS
FOR REFERENCE ONLY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR.
5.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY IF ANY DISCREPANCIES BETWEEN THE
CONSTRUCTION PLANS AND ACTUAL FIELD CONDITIONS ARE FOUND.
6.MINIMUM COVER FOR ALL SANITARY SEWER LINES SHALL BE 3'-0". DUCTILE IRON PIPE SHALL BE SUBSTITUTED WHEN
MINIMUM COVER CAN NOT BE MAINTAINED.
7.THE STANDARD DEPTH OF COVER FOR WATER LINES SHALL BE 3'-0" MIN. EXCEPT AT VALVE OR HYDRANT LOCATIONS, OR
OTHER SPECIAL CONDITIONS.
8.THE CONNECTION TO EXISTING WATER MAINS SHALL BE PERFORMED ONLY AFTER ALL PRESSURE TESTING AND
CHLORINATION ARE SUCCESSFULLY COMPLETED AND THE LOCAL REVIEW AUTHORITY HAS APPROVED THE CONNECTION.
THE CONTRACTOR SHALL AVOID DISRUPTION OF EXISTING SERVICE.
9.REFER TO PLUMBING DRAWING SERIES FOR THE LOCATION OF WATER AND SANITARY SEWER SERVICE CONNECTIONS AT
THE BUILDING.
10.UNLESS OTHERWISE NOTED, THE PHYSICAL CONNECTION BETWEEN THE SITE UTILITY LINES AND THE PIPE INSTALLED BY
THE PLUMBING CONTRACTOR SHALL BE MADE BY THE SITE UTILITY CONTRACTOR.
11.PIPE LENGTHS SHOWN ON PLAN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE SLOPES AND INVERTS AND
SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO REPRESENT THE ACTUAL QUANTITY OF PIPE REQUIRED.
12.IF WATER LINE CROSSES OVER SANITARY SEWER WITH LESS THAN 18" INCHES VERTICAL CLEARANCE BOTH PIPES SHALL
BE DUCTILE IRON 10' EACH SIDE. IF WATER CROSSES UNDER THE SEWER REGARDLESS OF CLEARANCE, BOTH PIPES SHALL
BE DUCTILE IRON 10' EACH SIDE. IF WATER LINE RUNS PARALLEL TO SEWER LINE WITH LESS THAN 18" VERTICAL
CLEARANCE AND LESS THAN 10' SIDE CLEARANCE BOTH PIPES SHALL BE DUCTILE IRON.
13.ALL CONSTRUCTION SHALL ADHERE TO THE NEW HANOVER COUNTY AND NCDEQ STANDARDS. IN THE EVENT OF
CONFLICTING REQUIREMENTS, THE MOST STRINGENT SHALL APPLY.
14.IF REQUIRED BY NUMBER 10 ABOVE, REPLACE EXISTING SEWER WITH DUCTILE IRON PIPE, CLASS 350 WORKING PRESSURE
WITH GASKETED JOINTS, 10' EACH SIDE OF WATER MAIN.
15.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS,
OR OTHER WATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS
REQUIRED BACKFLOW PREVENTER.
16.EACH REQUIRED BACKFLOW PREVENTION ASSEMBLY IS REQUIRED TO BE TESTED BY THE PROVIDER AND APPROVED
PRIOR TO PLACING THE WATER SYSTEM IN SERVICE.
17.CONTRACTOR IS REQUIRED TO REQUEST ANY REQUIRED UTILITY INSPECTION AND PROVIDE DOCUMENTATION OF PASSING
INSPECTION TO THE ENGINEER PRIOR TO USE.
18.UTILITY PROVIDER MUST BE ONSITE TO WITNESS THE METER RELOCATION AND ALL METER AND NEW TAP INSTALLATIONS.
IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WORK WITH UTILITY PROVIDER.
19.UTILITY PROVIDER MUST BE ONSITE TO WITNESS SEWER CONNECTIONS. IT IS THE CONTRACTORS RESPONSIBILITY TO
COORDINATE WORK WITH UTILITY PROVIDER .
STORMWATER AND EROSION CONTROL PERMITTING NOTES:
1.AN NCDEQ STORMWATER PERMIT IS REQUIRED FOR THE PROJECT. NO IMPERVIOUS CAN BE PLACED ONSITE PRIOR TO
APPROVAL OF AN NCDEQ STORMWATER PERMIT.
2.AN NCDEQ SEDIMENT AND EROSION CONTROL PERMIT WILL BE REQUIRED. NO DISTURBANCE OF GREATER THAN 1 ACRE
CAN OCCUR PRIOR TO APPROVAL.
3.THERE ARE NO KNOWN SURFACE WATERS OR WETLANDS LOCATED WITHIN THE PROJECT AREA.
EXISTING BRICK CHURCHFFE: ±25.3
EXISTING ADMIN BLDGFFE: ± 25. 0
EXISTING PARISH HALL
EXISTING DRAIN FEILD
PUMPTANK
SEPTICTANK
CO
CO
COCO
COCO
CO
CO
COCO
CO
CO
EX. CB 2RIM: ± 22.5IE. 20.93
EX. CB 1RIM: ± 21.25IE. 19.05
15"
R
C
P
15" R
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WELL
EXISTING BRICK CEMETERY
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
06.30.2025
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1. NHC COMMENTS 05.15.2025
1. NHC COMMENTS 05.21.2025
40 0 20 40 80
SCALE: 1"=40'
NORTH
Know what's below.
before you dig.Call
R
OVERALL
EXISTING
CONDITIONS AND
DEMOLITION
PLAN
C100
CASTLE HAYNE ROAD (NC 133)
100' PUBLIC ROW
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GENERAL NOTES:
1.SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.
2.SEE SHEET C200 FOR OVERALL SITE PLAN.
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
EXISTING BRICK CHURCH
FFE: ±25.3
EXISTING ADMIN BLDG
FFE: ± 25. 0
EXISTING PARISH HALL
EXISTING DRAIN FEILD
PUMP
TANK
SEPTIC
TANK
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
EX. CB 2
RIM: ± 22.5
IE. 20.93
EX. CB 1
RIM: ± 21.25
IE. 19.05
15
"
R
C
P
15
"
R
C
P
WELL
EXISTING BRICK CEMETERY
40'
30'
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
06.30.2025
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1. NHC COMMENTS 05.15.2025
1. NHC COMMENTS 05.21.2025
40 0 20 40 80
SCALE: 1"=40'
NORTH
Know what's below.
before you dig.Call
R
EXISTING
CONDITIONS AND
DEMOLITION
PLAN
C101
CASTLE HAYNE ROAD (NC 133)
100' PUBLIC ROW
M
A
R
A
T
H
O
N
A
V
E
N
U
E
(
S
R
1
3
3
7
)
6
0
'
P
U
B
L
I
C
R
O
W
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
REMOVE CONCRETE
SIDEWALK (TYP)
SAWCUT AND REMOVE
ASPHALT
REMOVE RCP PIPE
TREE CLEARING AS REQUIRED
FOR POND GRADING (TYP)
GENERAL NOTES:
1.SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.
2.SEE SHEET C200 FOR OVERALL SITE PLAN.
3.NORTHERN PROPERTY LINE BORDERING MARATHON AVENUE SHALL BE STAKED WITH PROPERTY IRONS OR CONCRETE
MONUMENTS FOR CLEAR IDENTIFICATION.
GENERAL SITE NOTES:
1.SURVEY INFO PROVIDED BY OWNER. ELEVATIONS AND DISTANCES BASED ON NAD83 AND NAVD88.
2.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. FOOT UNLESS OTHERWISE NOTED.
3.PROPERTY MAY BE SUBJECT TO ANY/ALL EASEMENTS AND RESTRICTIONS OF RECORD. THIS SURVEY IS A CORRECT
REPRESENTATION OF THE LAND PLATTED AND OR DEEDED AND HAS BEEN PREPARED WITHOUT THE BENEFIT OF A FULL
TITLE REPORT. A NORTH CAROLINA LICENSED ATTORNEY-AT-LAW SHOULD BE CONSULTED REGARDING CORRECT
OWNERSHIP, WIDTH AND LOCATION OF EASEMENTS, AND OTHER TITLE EXAMINATION.
4.NCGS MONUMENT MARATHON PID: EA2876 IS WITHIN 2,000 FEET OF PROPERTY.
5.FLOOD NOTE: THIS PROPERTY IS LOCATED IN ZONE AE ACCORDING TO FEMA FLOOD MAP: | NEW HANOVER COUNTY-CID:
372032 | PANEL: 3221 | SUFFIX: K | EFFECTIVE DATE: 8/28/2018 |
6.PROJECT AREA DOES NOT ENCROACH INTO THE FEMA FLOOD ZONE.
7.THERE ARE NO REGULATED TREES WITHIN THE PROJECT AREA.
EXISTING BRICK CHURCH
FFE: ±25.3
EXISTING ADMIN BLDG
FFE: ± 25. 0
EXISTING PARISH HALL
EXISTING DRAIN FEILD
PUMP
TANK
SEPTIC
TANK
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
EX. CB 2
RIM: ± 22.5
IE. 20.93
EX. CB 1
RIM: ± 21.25
IE. 19.05
15
"
R
C
P
15
"
R
C
P
WELL
EXISTING BRICK CEMETERY
40'
30'
X
X
X
X
X X
X
X
X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
06.30.2025
Y:
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1. NHC COMMENTS 05.15.2025
1. NHC COMMENTS 05.21.2025
40 0 20 40 80
SCALE: 1"=40'
NORTH
Know what's below.
before you dig.Call
R
OVERALL
SITE PLAN
C200
CASTLE HAYNE ROAD (NC 133)
100' PUBLIC ROW
M
A
R
A
T
H
O
N
A
V
E
N
U
E
(
S
R
1
3
3
7
)
6
0
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P
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PR
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F
F
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ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
GENERAL NOTES:
1.SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.
2.SEE SHEET C100 FOR EXISTING CONDITIONS AND DEMOLITION PLAN.
3.SEE SHEET C200 FOR OVERALL SITE PLAN.
SITE DATA:
1.PARCEL ID: R01700-003-003-000
2.PROJECT ADDRESS:
4849 CASTLE HAYNE ROAD
CASTLE HAYNE, NC 28429
3.PROPERTY DEED AND PLAT
DB: 6580 PG: 1906
MB: 61 PG: 56
4.SAINT STANISLAUS CATHOLIC PARISH OF CASTLE HAYNE
4849 CASTLE HAYNE ROAD
CASTLE HAYNE, NC 28429
5.LAND USE:
CURRENT LAND USE - CHURCH
PROPOSED LAND USE -CHURCH
6.ZONING - RA (RURAL AGRICULTURE)
7.PARCEL ACREAGE: 41.98 AC
8.BUILDING SETBACKS:
FRONT: 40 FEET
SIDE: 30 FEET (STREET), 20 FEET (INTERIOR)
REAR: 30 FEET
9.PARKING SPACES:
RELIGIOUS ASSEMBLY (MAX. BUILDING OCCUPANCY OF 400)
EXISTING TO REMAIN:110 SPACES
REQUIRED: 1 SPACE / 5 SEATS IN ASSEMBLY AREA
80 SPACES
PROPOSED:38 SPACES
TOTAL SPACES:148 SPACES (10 ADA ACCESSIBLE, 138 STANDARD)
REQUIRED EV PARKING:15 SPACES - 20% X 80 SPACES = 16 SPACES > 15 SPACES MAX.
PROVIDED:15 SPACES
UTILITY NOTES:
1.EXISTING SEPTIC SYSTEM EXPANSION IS NOT REQUIRED. THE NEW BUILDING SHALL
BE USED AS ANCILLARY TO EXISTING SANCTUARY AND WILL NOT INCREASE TOTAL
NUMBER OF PARISHIONERS CURRENTLY USING THE FACILITY. THE NEW BUILDING
MAY NOT BE USED AS A DAYCARE OR K-12 SCHOOL. DO NOT EXCEED 400
PARISHIONERS. FOUNDATION MUST BE 5 FEET FROM LPP LINES AND SEPTIC/PUMP
TANK. SITE IS SUBJECT TO A ONCE EVERY 3-YEAR ROUTINE INSPECTION BY NEW
HANOVER COUNTY ENVIRONMENTAL HEALTH.
EXISTING BRICK CHURCH
FFE: ±25.3
EXISTING ADMIN BLDG
FFE: ± 25. 0
EXISTING PARISH HALL
EXISTING DRAIN FEILD
PUMP
TANK
SEPTIC
TANK
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
EX. CB 2
RIM: ± 22.5
IE. 20.93
EX. CB 1
RIM: ± 21.25
IE. 19.05
15
"
R
C
P
15
"
R
C
P
WELL
40'
30'
X
X
X
X
X
X
DI 102
RIM 19.95
IE OUT W 16.20
IE IN NE 16.20
IE IN SE 16.67
9
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F
2
4
"
R
C
P
@
1
.
8
8
%
DI 103
RIM 19.98
IE OUT SW 16.73
106-LF
24" RCP @0.50%
FES 100
IE IN E 14.50
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
06.30.2025
Y:
\
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1. NHC COMMENTS 05.15.2025
1. NHC COMMENTS 05.21.2025
20 0 10 20 40
SCALE: 1"=20'
NORTH
Know what's below.
before you dig.Call
R
SITE PLAN
C201
STANDARD DUTY ASPHALT
PAVING (TYP)
24
'
9'
(TYP)18
'
(T
Y
P
)
M
A
R
A
T
H
O
N
A
V
E
N
U
E
(
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R
1
3
3
7
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6
0
'
P
U
B
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I
C
R
O
W
CONCRETE SIDEWALK (TYP)
CONCRETE SIDEWALK AND
CROSSWALK
PROPOSED DROP INLET
POND SECURITY FENCE (6'
HT CHAIN LINK)
STORMWATER CONTROL MEASURE
(SCM) (SEE DETAIL SHEETS)
DUMPSTER PAD W/
ENCLOSURE
12'
12
'
4'
PROPOSED FFEC
BUILDING
3,710 SF
FFE: 25.0 1" WATER SERVICE (PVC OR CTS) MIN. 36" COVER
AT ALL LOCATIONS. CONTRACTOR TO
COORDINATE FINAL CONNECTION LOCATION TO
SUPPLY (SITE SERVED BY WELL)
4" SANITARY SEWER
SERVICE (SCH 40)
(TO SEPTIC TANK)
(MIN. 1.0% SLOPE)
CONNECT TO BUILDING
PLUMBING. COORDINATE FINAL
LOCATION AND DEPTH WITH
PLUMBING PLANS. (TYP)
SSCO
RIM 24.5'
IE 22.0'
CONNECT TO
EXISTING LINE TO
SEPTIC TANK
SEWER CONNECTION PENDING
CONFIRMATION OF CAPACITY
FROM NHCEH
HVAC UNIT
(DESIGN BY OTHERS)
HVAC SCREENING WALL,
100% OPAQUE (SEE
ARCHITECTURAL PLANS)
GENERAL NOTES:
1.SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.
2.SEE SHEET C100 FOR EXISTING CONDITIONS AND DEMOLITION PLAN.
3.SEE SHEET C200 FOR OVERALL SITE PLAN.
4.PER NEW HANOVER COUNTY UDO, ELECTRIC VEHICLE (EV) CAPABLE SPACES SHALL
HAVE CONDUITS AND WIRE REQUIRED TO RUN ELECTRICITY FOR FUTURE EV CHARGING
ASSEMBLIES. SPACES ARE NOT TO BE FIELD MARKED. CHARGING ASSEMBLIES ARE NOT
TO BE INSTALLED.
5.NORTHERN PROPERTY LINE BORDERING MARATHON AVENUE SHALL BE STAKED WITH
PROPERTY IRONS OR CONCRETE MONUMENTS FOR CLEAR IDENTIFICATION.
SITE DATA:
1.PARCEL ID: R01700-003-003-000
2.PROJECT ADDRESS:
4849 CASTLE HAYNE ROAD
CASTLE HAYNE, NC 28429
3.PROPERTY DEED AND PLAT
DB: 6580 PG: 1906
MB: 61 PG: 56
4.SAINT STANISLAUS CATHOLIC PARISH OF CASTLE HAYNE
4849 CASTLE HAYNE ROAD
CASTLE HAYNE, NC 28429
5.LAND USE:
CURRENT LAND USE - CHURCH
PROPOSED LAND USE -CHURCH
6.ZONING - RA (RURAL AGRICULTURE)
7.PARCEL ACREAGE: 41.98 AC
8.BUILDING SETBACKS:
FRONT: 40 FEET
SIDE: 30 FEET (STREET), 20 FEET (INTERIOR)
REAR: 30 FEET
9.PARKING SPACES:
RELIGIOUS ASSEMBLY (MAX. BUILDING OCCUPANCY OF 400)
EXISTING TO REMAIN:110 SPACES
REQUIRED: 1 SPACE / 5 SEATS IN ASSEMBLY AREA
80 SPACES
PROPOSED:38 SPACES
TOTAL SPACES:148 SPACES (10 ADA ACCESSIBLE, 138 STANDARD)
REQUIRED EV PARKING:15 SPACES - 20% X 80 SPACES = 16 SPACES > 15 SPACES MAX.
PROVIDED:15 SPACES
UTILITY NOTES:
1.EXISTING SEPTIC SYSTEM EXPANSION IS NOT REQUIRED. THE NEW BUILDING SHALL
BE USED AS ANCILLARY TO EXISTING SANCTUARY AND WILL NOT INCREASE TOTAL
NUMBER OF PARISHIONERS CURRENTLY USING THE FACILITY. THE NEW BUILDING
MAY NOT BE USED AS A DAYCARE OR K-12 SCHOOL. DO NOT EXCEED 400
PARISHIONERS. FOUNDATION MUST BE 5 FEET FROM LPP LINES AND SEPTIC/PUMP
TANK. SITE IS SUBJECT TO A ONCE EVERY 3-YEAR ROUTINE INSPECTION BY NEW
HANOVER COUNTY ENVIRONMENTAL HEALTH.
CONDUIT FOR FUTURE ELECTRIC
VEHICLE SERVICE (TYP)
ELECTRIC VEHICLE (EV) CAPABLE
DESIGNATED SPACES (15 SPACES). CONDUIT
IS TO BE PROVIDED FOR EACH SPACE.
SPACES ARE NOT TO MARKED IN FIELD.
EXISTING PUMP SUPPLY
LINE TO BE RELOCATED
MIN. 5 FT OFF BUILDING
AND PROPERTY LINE
10' X 70' SIGHT TRIANGLE
10' X 70' SIGHT TRIANGLE
3
5
'
-
1
"
CASTLE HAYNE ROAD (NC 133)
100' PUBLIC ROW
EXISTING BRICK CHURCH
FFE: ±25.3
EXISTING ADMIN BLDG
FFE: ± 25. 0
EXISTING PARISH HALL
EXISTING DRAIN FEILD
PUMP
TANK
SEPTIC
TANK
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
EX. CB 2
RIM: ± 22.5
IE. 20.93
EX. CB 1
RIM: ± 21.25
IE. 19.05
15
"
R
C
P
15
"
R
C
P
WELL
EXISTING BRICK CEMETERY
40'
30'
X
X
X
X
X X
X
X
X X X X
X
X
X
X
X
X
X
X
X
X
X
X
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24.27
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18
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
06.30.2025
Y:
\
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1. NHC COMMENTS 05.15.2025
1. NHC COMMENTS 05.21.2025
40 0 20 40 80
SCALE: 1"=40'
NORTH
Know what's below.
before you dig.Call
R
CASTLE HAYNE ROAD (NC 133)
100' PUBLIC ROW
M
A
R
A
T
H
O
N
A
V
E
N
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(
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1
3
3
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6
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P
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B
L
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O
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GRADING PLAN
C300
PR
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P
O
S
E
D
F
F
E
C
BU
I
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D
I
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G
FF
E
:
2
5
.
0
GENERAL NOTES:
1.SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.
2.SEE SHEET C100 FOR EXISTING CONDITIONS AND DEMOLITION PLAN.
3.SEE SHEET C200 FOR OVERALL SITE PLAN.
STORMWATER AND EROSION CONTROL:
1.A NCDEQ STORMWATER AND EROSION CONTROL PERMIT WILL BE REQUIRED FOR THE PROJECT.
2.STREAM NAME: PRINCE GEORGE CREEK
3.STREAM INDEX:18-74-53
4.RIVER BASIN:CAPE FEAR
5.CLASSIFICATION:C;Sw
6.THERE ARE NO KNOW SURFACE WATERS OR 404 WETLANDS WITHIN THE PROJECT BOUNDARY
ONSITE SOIL TYPES:
TYPE:HYDROLOGIC SOIL GROUP:
BORROW PITS (Bp) B
KENANSVILLE FINE SAND (Ke)A
LAKELAND SAND (La)A
SEAGATE FINE SAND (Se)B
EXISTING BRICK CHURCH
FFE: ±25.3
EXISTING ADMIN BLDG
FFE: ± 25. 0
EXISTING PARISH HALL
EXISTING DRAIN FEILD
PUMP
TANK
SEPTIC
TANK
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
EX. CB 2
RIM: ± 22.5
IE. 20.93
EX. CB 1
RIM: ± 21.25
IE. 19.05
15
"
R
C
P
15
"
R
C
P
WELL
EXISTING BRICK CEMETERY
40'
30'
X
X
X
X
X X
X
X
X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
DA 2
1.49 AC
DA 1
0.31 AC
B
B
B
B
B
B
1
0
1
5
7
8
9
1
1
1
2
1
3
1
4
1
6
1
7
10 9
111213
15
1
3
1
4
1
6
1
7
15
20
16
17
18
19
8
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
06.30.2025
Y:
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1. NHC COMMENTS 05.15.2025
1. NHC COMMENTS 05.21.2025
40 0 20 40 80
SCALE: 1"=40'
NORTH
Know what's below.
before you dig.Call
R
PR
O
P
O
S
E
D
F
F
E
C
BU
I
L
D
I
N
G
CONSTRUCTION SEQUENCE:
1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NEW HANOVER COUNTY.
2.CONTRACTOR TO SET UP A ON-SITE PRE-CONSTRUCTION CONFERENCE WITH THE NEW HANOVER COUNTY
EROSION CONTROL INSPECTOR AND PROVIDE MIN 72 HOURS NOTICE OF THE MEETING TO THE ENGINEER.
3.FLAG LIMITS OF LAND DISTURBANCE.
4.INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT BASIN, AND OTHER MEASURES AS SHOWN ON PLANS,
CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
5.ROUGH GRADE SITE, STOCKPILE TOPSOIL, INSTALL DRAINAGE PIPE, AND INSTALL INLET AND OUTLET
PROTECTION.
6.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES.
7.STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
8.INSTALL ANY ADDITIONAL SILT FENCE THAT MAY NOT BE SHOWN BUT MAY BE NEEDED.
9.FINE GRADE SITE. PLACE TOPSOIL. IMMEDIATELY PROVIDE PERMANENT VEGETATION AS SHOWN IN THE
SPECIFICATIONS OR ON THE DRAWINGS.
10.REMOVE ANY REMAINING SEDIMENT FROM THE PROJECT SITE AND DISPOSE OF IN ACCORDANCE WITH ALL LOCAL,
STATE AND FEDERAL REGULATIONS.
11.AFTER FINAL STABILIZATION, COORDINATE WITH NEW HANOVER COUNTY EROSION CONTROL INSPECTOR PRIOR TO
REMOVAL OF EROSION CONTROL MEASURES.
12.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND REMOVED IN ACCORDANCE WITH THE NCDEQ
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE AND NEW
HANOVER COUNTY EROSION AND SEDIMENTATION CONTROL ORDINANCE.
LIMITS OF DISTURBANCE: 1.80 AC
EROSION
CONTROL PLAN
C301
GRAVEL CONSTRUCTION
ENTRANCE (TYP)
SILT FENCE ROCK
OUTLET (TYP)
SILT FENCE ALONG LOD,
SHOWN OFFSET FROM LOD
FOR CLARITY (TYP)
LIMITS OF
DISTURBANCE (TYP)
GENERAL NOTES:
1.SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.
2.SEE SHEET C100 FOR EXISTING CONDITIONS AND DEMOLITION PLAN.
3.SEE SHEET C200 FOR OVERALL SITE PLAN.
STORMWATER AND EROSION CONTROL:
1.A NCDEQ STORMWATER AND EROSION CONTROL PERMIT WILL BE REQUIRED FOR THE PROJECT.
2.STREAM NAME: PRINCE GEORGE CREEK
3.STREAM INDEX:18-74-53
4.RIVER BASIN:CAPE FEAR
5.CLASSIFICATION:C;Sw
6.THERE ARE NO KNOW SURFACE WATERS OR 404 WETLANDS WITHIN THE PROJECT BOUNDARY
ONSITE SOIL TYPES:
TYPE:HYDROLOGIC SOIL GROUP:
BORROW PITS (Bp) B
KENANSVILLE FINE SAND (Ke)A
LAKELAND SAND (La)A
SEAGATE FINE SAND (Se)B
CASTLE HAYNE ROAD (NC 133)
100' PUBLIC ROW
M
A
R
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H
O
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3
3
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'
P
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L
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EMERGENCY SPILLWAY AND FOREBAY
BERM TO BE INSTALLED WITH
SEDIMENT BASIN
PROPOSED WET POND TO BE
USED AS TEMPORARY
SEDIMENT BASIN
BAFFLES (TYP)
SKIMMER (TYP)
TEMPORARY INLET
PROTECTION (TYP)
EXISTING BRICK CHURCH
FFE: ±25.3
EXISTING ADMIN BLDG
FFE: ± 25. 0
EXISTING PARISH HALL
EXISTING DRAIN FEILD
PUMP
TANK
SEPTIC
TANK
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
EX. CB 2
RIM: ± 22.5
IE. 20.93
EX. CB 1
RIM: ± 21.25
IE. 19.05
15
"
R
C
P
15
"
R
C
P
WELL
EXISTING BRICK CEMETERY
40'
30'
X
X
X
X
X X
X
X
X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
DA #1
4.52 AC
DA #2
1.79 AC
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
06.30.2025
Y:
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1. NHC COMMENTS 05.15.2025
1. NHC COMMENTS 05.21.2025
40 0 20 40 80
SCALE: 1"=40'
NORTH
Know what's below.
before you dig.Call
R
PR
O
P
O
S
E
D
F
F
E
C
BU
I
L
D
I
N
G
POST
CONSTRUCTION
DRAINAGE AREAS
C302
GENERAL NOTES:
1.SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.
2.SEE SHEET C100 FOR EXISTING CONDITIONS AND DEMOLITION PLAN.
3.SEE SHEET C200 FOR OVERALL SITE PLAN.
EXISTING IMPERVIOUS AREA
BUILDINGS:18,558 SF 0.43 AC
PARKING / DRIVES:43,679 SF 1.00 AC
SIDEWALKS:3,548 SF 0.08 AC
OTHER:250 SF 0.01 AC
TOTAL:66,035 SF 1.52 AC
TOTAL PROP. AREA:274,695 SF 6.31 AC
% IMPERVIOUS:24.0 %
POST-DEVELOPMENT IMPERVIOUS AREA
BUILDINGS:22,268 SF 0.51 AC
PARKING / DRIVES:59,526 SF 1.37 AC
SIDEWALKS:5,264 SF 0.12 AC
OTHER:442 SF 0.01 AC
FUTURE 13,000 SF 0.30 AC
TOTAL:100,500 SF 2.31 AC
TOTAL PROP. AREA:274,695 SF 6.31 AC
% IMPERVIOUS:36.6 %
STORMWATER AND EROSION CONTROL:
1.A NCDEQ STORMWATER AND EROSION CONTROL PERMIT WILL BE REQUIRED FOR THE PROJECT.
2.STREAM NAME: PRINCE GEORGE CREEK
3.STREAM INDEX:18-74-53
4.RIVER BASIN:CAPE FEAR
5.CLASSIFICATION:C;Sw
6.THERE ARE NO KNOW SURFACE WATERS OR WETLANDS WITHIN THE PROJECT BOUNDARY
DA #1 IMPERVIOUS AREA
BUILDINGS:11,285 SF 0.26 AC
PARKING / DRIVES:37,006 SF 1.23 AC
SIDEWALKS:1,873 SF 0.05 AC
OTHER:0 SF 0.00 AC
FUTURE 0 SF 0.30 AC
TOTAL:50,164 SF 1.84 AC
TOTAL PROP. AREA:196,753 SF 4.52 AC
% IMPERVIOUS:41.0 %
EXISTING:PROPOSED:TOTAL:
29,892 SF 80,056 SF
0 SF
16,547 SF
153 SF
192 SF
13,000 SF
11,285 SF
53,553 SF
2,026 SF
192 SF
13,000 SF
DA #2 IMPERVIOUS AREA
BUILDINGS:7,273 SF 0.25 AC
PARKING / DRIVES:5,973 SF 0.14 AC
SIDEWALKS:1,452 SF 0.07 AC
OTHER:250 SF 0.006 AC
FUTURE 0 SF 0.00 AC
TOTAL:14,948 SF 0.47 AC
TOTAL PROP. AREA:78,005 SF 1.79 AC
% IMPERVIOUS:26.0 %
EXISTING:PROPOSED:TOTAL:
5,496 SF 20,444 SF
3,710 SF
1,786 SF
10,983 SF
5,973 SF
3,238 SF
250 SF
0 SF0 SF
0 SF
0 SF
CASTLE HAYNE ROAD (NC 133)
100' PUBLIC ROW
M
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DI 102
DA = 0.17 AC
DI 103
DA = 0.59 AC
EX CB 1
DA = 0.30 AC
EX CB 2
DA = 0.42 AC
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
06.30.2025
Y:
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1. NHC COMMENTS 05.15.2025
1. NHC COMMENTS 05.21.2025
EROSION
CONTROL
DETAILS
C500
2 Temporary Gravel Construction Entrance
NCDEQ STD. 6.06
24
"
19-GUAGE HARDWARE
CLOTH (14" MESH
OPENINGS)
3'
2:1
NCDOT #5 OR #57
WASHED STONE
24
"
FILTERED
WATER
NCDOT #5 OR #57
WASHED STONE
CONSTRUCTION SPECIFICATIONS
1.UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING INLET.
2.DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POST EVENLY AROUND
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3.SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT
THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS
RECOMMENDED.
4.PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE,
AND SMOOTH TO AN EVEN GRADE.
5.ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING ELEVATIONS.
6.COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
MAINTENANCE
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 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.
REFERENCES
INLET PROTECTION
6.52, BLOCK AND GRAVEL INLET PROTECTION
6.54, ROCK DOUGHNUT INLET PROTECTION
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROADS AND STRUCTURES
4 Hardware Cloth and Gravel Inlet Protection
NCDEQ STD. 6.51
16
"
12
'
M
I
N
.
50' MIN.
50' MIN.
SOIL STABILIZATION FABRIC
UNDER 2"-3" DIAMETER
COURSE AGGREGATE
PUBLIC STREET
6"
M
I
N
.
PU
B
L
I
C
S
T
R
E
E
T
NOTES:
1.A STABILIZED ENTRANCE PAD OF 2"-3" COURSE AGGREGATE SHALL BE LOCATED WHERE TRAFFIC
WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2.FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE
CONSTRUCTION ENTRANCE.
3.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE
PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4.ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE
REMOVED IMMEDIATELY.
5.WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A
PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH
CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
6.SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED.
MAINTENANCE:
1.MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO TO
PUBLIC ROADWAYS.
CONSTRUCTION SPECIFICATIONS:
1.CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE
MATERIAL AND PROPERLY GRADE IT.
2.PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH
IT.
3.PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4.USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS
SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
5 Temporary Stone Dam in Silt Fence Opening
N.T.S.
U-CHANNEL
POST
ORANGE BARRIER
FENCING
NOTES
1.CONTRACTOR TO INSTALL AND MAINTAIN ORANGE BARRIER FENCING
AROUND EXISTING TREES WHERE DELINEATED ON PLAN.
2.NO PARKING OF EQUIPMENT OR MATERIALS SHALL BE PERMITTED INSIDE
THIS AREA.
3.MAINTAIN BARRIER FENCING THROUGH CONSTRUCTION. REMOVE ALL
BARRIERS UPON COMPLETION OF PROJECT.
4.REFER TO NCDEQ STANDARDS FOR GENERAL SPECIFICATIONS
REGARDING TREE PROTECTION.
5.6' MINIMUM WIDTH FOR 2" CAL. TREES OR SMALLER.
6.ONE FOOT OF LINEAR DISTANCE FROM THE TREE TRUNK FOR EACH INCH
OF TRUNK DIAMETER, OR 12 HEIGHT OF THE TREE WHICHEVER IS
GREATER UNLESS OTHERWISE SHOWN ON PLAN.
6 Temporary Tree Protection Barricade
N.T.S.
1 Temporary Silt Fence
NCDEQ STD. 6.62
STEEL POST
WIRE FENCING
WOVEN FILTER
FABRIC
4"
MIN.
8"
MI
N
.
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
8' MAX. STANDARD STRENGTH FENCE WITH WIRE FENCE
6' MAX. W/EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
PLASTIC OR
WIRE TIES
24
"
STEEL POST
WIRE FENCING
WOVEN FILTER
FABRIC
FILL
S
L
O
P
E
GENERAL NOTES:
1.FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2.WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
FOR A PERIOD OF MORE THAN 30 DAYS.
3.STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF-FASTENER ANGLE STEEL TYPE.
4.WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6
LINE WIRES WITH 12" STAY SPACING.
5.TURN SILT FENCE UP SLOPE AT ENDS.
6.WIRE MESH SHALL BE MIN. 14 GAGE WITH MAXIMUM 6" OPENINGS.
7.ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE
(WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO SWIM BUFFERS OR
WETLANDS (REFER TO SWIM BUFFER GUIDELINES).
MAINTENANCE NOTES:
1.INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL EVENT.
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.
36
"
18
"
-
2
4
"
3 Seeding Specifications for Temporary Erosion Control
NCDEQ STD. 6.10
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER
AND EARLY SPRING
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN)120
SEEDING DATES
MOUNTAINS-AUG. 15 - DEC. 30
COASTAL PLAIN AND PIEDMONT-AUG. 15 - DEC. 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE
REPAIR AND RE-FERTILIZE DAMAGED AREAS IMMEDIATELY.
TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF
NECESSARY TO EXTENT TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COSTAL
PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE
FEBRUARY OR EARLY MARCH.
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN)120
ANNUAL LESPEDEZA (KOBE IN
PIEDMONT AND COSTAL PLAIN,
KOREAN IN MOUNTAINS)50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY
COVER IS NOT TO EXTEND BEYOND JUNE.
SEEDING DATES
MOUNTAINS-ABOVE 2500 FEET: FEB. 15 - MAY 15
BELOW 2500 FEET: FEB. 1 - MAY 1
PIEDMONT-JAN. 1 - MAY 1
COASTAL PLAIN-DEC. 1 - APRIL 15
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE.
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
GERMAIN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED
SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE.
SEEDING DATES
MOUNTAINS-MAY 15 - AUG. 15
PIEDMONT-MAY 1 - AUG. 15
COASTAL PLAIN-APR. 15 - AUG. 15
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE.
4' UNLESS OTHERWISE
NOTED ON PLAN
4' UNLESS OTHERWISE
NOTED ON PLAN
1'
-
6
"
M
I
N
.
12" OF #5 OR #57
WASHED STONE
3'
M
A
X
.
1'-6" MIN.
SILT FENCE
SILT FENCE
SILT FENCE
FILTER FABRIC
CLASS B EROSION
CONTROL STONE
POST
NOTES
1.STONE OUTLETS SHOULD BE PLACED ON LOW ELEVATION AREAS OF
SILT FENCE AND BASED ON FIELD CONDITIONS.
MAINTENANCE
1.PER NCG-01, INSPECT OUTLET AT LEAST ONCE A WEEK AND AFTER
EACH 1 INCH OR GREATER RAINFALL EVENT. COMPLETE ANY REQUIRED
REPAIRS IMMEDIATELY. FRESHEN STONE WHEN SEDIMENT
ACCUMULATION EXCEEDS 6 INCHES. KEEP MESH FREE OF DEBRIS TO
PROVIDE ADEQUATE FLOW.
2.REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
3.REPLACE STONE AS NEEDED TO FACILITATE DE-WATERING.
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
06.30.2025
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1. NHC COMMENTS 05.15.2025
1. NHC COMMENTS 05.21.2025
EROSION
CONTROL
DETAILS
C5013NCG01 Standard Details (NCDEQ)
N.T.S.
1 Temporary Silt Sack
N.T.S.
DUMP STRAPS
2 EACH
EXPANSION RESTRAINT
(1/4" NYLON ROPE,
2" FLAT WASHERS)
DUMP STRAP
1" REBAR FOR BAG
REMOVAL FORM INLET
SEDIMENT SACK
DUMP STRAP
TYPICAL INLET
PROTECTION
DETAIL
MAINTENANCE NOTES:
1.SILT SACKS SHALL BE INSPECTED BY THE FINANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER
EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED
RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE
IMMEDIATELY.
2.SHOULD THE FABRIC DECOMPOSE OR BECOME
INEFFECTIVE PRIOR TO THE END OF THE EXPECTED
USABLE LIFE AND THE SILT SACK STILL IS NECESSARY, THE
DEVICE SHALL BE REPLACED PROMPTLY.
3.SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN
DEPOSITS REACH APPROX. HALF THE HEIGHT OF THE SILT
SACKS.
2 Riprap Outlet Protection
N.T.S.
CONSTRUCTION SPECIFICATIONS:
1.ENSURE THAT THE SUBGRADE FOR THE FILTER AND
RIPRAP FOLLOWS THE REQUIRED LINES AND GRADE
SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN
THE SUBGRADE TO THE DENSITY OF THE SURROUNDING
UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE
ON UNDISTURBED SOIL MAY ALSO BE FILLED BY
INCREASING THE RIPRAP THICKNESS.
2.THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE
SPECIFIED GRADING LIMITS SHOWN ON THE PLANS.
3.FILTER CLOTH, WHEN USED, MUST MEET DESIGN
REQUIREMENTS AND BE PROPERLY PROTECTED FROM
PUNCHING OR TEARING DURING INSTALLATION. REPAIR
ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING
ANOTHER ANOTHER PIECE OF FILTER CLOTH OVER THE
DAMAGED AREA. ALL CONNECTING JOINTS SHOULD
OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM
LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS
EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
4.RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE
TO AVOID DAMAGING THE FILTER.
5.THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5
TIMES THE MAXIMUM STONE DIAMETER.
6.RIPRAP MAY BE FIELD STONE OR QUARRY STONE. IT
SHOULD BE HARD, ANGULAR, HIGHLY
WEATHER-RESISTANT AND WELL GRADED.
7.CONSTRUCT THE APRON ON ZERO GRADE WITH NO
OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP AT
THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA
OR SLIGHTLY BELOW IT.
8.ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH
THE RECEIVING STREAM AND PREFERABLY STRAIGHT
THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO SIT
SITE CONDITIONS. PLACE IT IN THE UPPER SECTION OF
THE APRON.
9.IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL
DISTURBED AREAS WITH VEGETATION.
MAINTENANCE NOTES:
1.INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND
AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE
RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN
DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
PREVENT FURTHER DAMAGE.
LABEL
Q25
(CFS)
DO
(IN)
3DO
(FT)
La
(FT)
W
(FT)
FES 100 15.56 24 6.00 9.00
POND
OUTFALL 16.20 30 7.50 16.00 18.50
5.60
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
06.30.2025
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1. NHC COMMENTS 05.15.2025
1. NHC COMMENTS 05.21.2025
EROSION
CONTROL
DETAILS
C502
1 Temporary Sediment Basin
NCDENR STD. 6.61
SEED IMMEDIATELY
1' FREEBOARD (MIN.)10'
TO FES
3
1
3
1PERM. RISER/ DETENTION
STRUCTURE
(SEE BMP DETAILS)
TOP OF DAM 'B'
SPILLWAY ELEVATION 'D'
RISER
CREST 'C'
PROVIDE ROPE
TETHER TO BANK
BOTTOM OF BASIN 'A'
12"
EXCAVATED AREA
UNDER SKIMMER
CONC. ANCHOR 'S'
CLEAN OUT STAKE.
SEDIMENT CLEAN
OUT ELEV.
SKIMMER CONSTRUCTION SPECIFICATIONS
1.SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR
PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
2.PLACE THE BARREL (TYPICALLY 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE OR AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE
MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2
FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY
CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
3.ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURES INSTRUCTIONS, OR AS DESIGNED.
4.LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL
PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS
WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
MAINTENANCE
1.INSPECT SEDIMENT BASINS AT LEAST WEEKLY AND AFTER
EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL
EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND
RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN
SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE
FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT
THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED.
EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT
JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE
SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN
DOES NOT HOLD DOWN THE SKIMMER.
2.REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR
THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR
AROUND THEM.
3.IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS
WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL
MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE
DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL
THE SKIMMER OVER TO THE SIDE OF THE BASIN AND
REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE
SKIMMER TO SEE IT IF IS CLOGGED; IF SO REMOVE THE
DEBRIS.
4.IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE
ORIFICE CAN BE REMOVED AND THE OBSTRUCTION
CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH
WATER. BE SURE AND REPLACE THE ORIFICE BEFORE
REPOSITIONING THE SKIMMER.
5.CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND
MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS
THE FULL WIDTH OF THE SPILLWAY. CHECK THE
EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND
SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE
SKIMMER AND POOL AREAS.
6.FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE
BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN
THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING
WITH ICE.
GENERAL NOTES:
1.CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED. CLEAR, GRUB,
AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH
AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED
DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
2.THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES,
ROCKS, ORGANIC MATERIAL, OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH
EQUIPMENT WHILE BEING CONSTRUCTED. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVERFILL THE
EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS
SHOULD BE LINED AND/OR RIPRAPPED.
3.ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHNICAL ENGINEER.
4.SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
5.STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY. AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED
THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW
OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
6.REQUIRED STORAGE IS 3600 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DISTURBED AREA. MINIMUM REQUIRED SURFACE AREA
REQUIRED SHALL BE 435 ST PER CFS OF Q10 PEAK INFLOW.
7.THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. EARTHEN SPILLWAYS-INSTALL THE SPILLWAY IN
UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADES, DESIGN, WIDTH, AND
ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED
WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM
AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR
PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC
MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS
INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE
UPPER SECTIONS(S) SHOULD OVERLAP THE LOWER SECTIONS(S) SO THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER
EDGES AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS.
8.INLETS-DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH
OUTLET PROTECTION TO DIVERT SEDIMENT-LADEN WATER IN UPPER END OF THE TRAP.
9.EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM
BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL
OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION
10.WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES
SHOULD BE PROVIDED IN THE BASIN, BASED ON SECTION 6.65.
11.CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED SHOWING
THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
12.SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT TRAPS THAT ARE IN VICINITY TO NON-CONSTRUCTION PEDESTRIAN
TRAFFIC AND NOT ALREADY PROTECTED BY FENCING.
13.FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE
REQUIRED.
14.THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE AND BASIN MAY BE REMOVED
IF PERMISSION HAS BEEN GRANTED BY NCDEQ LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND
HAS BEEN ESTABLISHED.
15.ALL EROSION CONTROL MEASURES ARE TO BE CONSTRUCTED TO THE STANDARDS DOCUMENTED IN THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT, HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
'D'
PERMANENT BARREL
REFER TO STORM SCHEDULE
ANTI-SEEP COLLARS (SEE
PLANS)
2.0" SKIMMER FIXTURE
·
·
·
·
PERSPECTIVE VIEW
BAFFLE DETAIL
2 Temporary Porous Baffle
NCDEQ STD. 6.66
SKIMMER (SEE DETAIL).
SEE SKIMMER ELEVATION BELOW.
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
06.30.2025
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1. NHC COMMENTS 05.15.2025
1. NHC COMMENTS 05.21.2025
SITE DETAILS
C503
1 Asphalt Pavement Detail
N.T.S.
FINISH GRADE
PROVIDE COMPACTED
BEVELED EDGE
Standard Duty Paving Section
Heavy Duty Paving Section
CARRY BASE COURSE 12"
BEYOND SURFACE COURSE
12"
CURB AND GUTTER
AT LOCATIONS WITHOUT
(2 LIFTS), SEE GEOTECH REPORT
3.0" S.9.5B SUPERPAVE ASPHALT SURFACE COURSE
1
2
NOTES
COMPACTED
ABC
6"
(98% STD. PROCTOR)
COMPACTED SUBGRADE 98% STD.
PROCTOR. COMPACT UPPER 24" MINIMUM
OF 100% DENSITY (ASTM D-698). SEE
SPECIFICATIONS
CARRY ABC COURSE
BEYOND BACK OF CURB
FINISH GRADE
1
2
CARRY BASE COURSE 12"
BEYOND SURFACE COURSE
12"
CURB AND GUTTER
AT LOCATIONS WITHOUT
PROVIDE COMPACTED BEVELED EDGE
2" - S9.5B SUPERPAVE ASPHALT
6"
2"
(2 LIFTS, MIN)
COMPACTED SUBGRADE 95% STD. PROCTOR.
COMPACT UPPER 24" MINIMUM OF 100% DENSITY
(ASTM D-698). SEE SPECIFICATIONS
6" COMPACTED ABC
(98% STD. PROCTOR)
CURB AND GUTTER, SEE
DETAIL
6"
6"
18"
2 Concrete Paving - Heavy Duty
N.T.S.
2' LONG. GREASE STEEL
6"
8"
ABC
6" COMPACTED
COMPACTED
CONSTRUCTION JOINT (AS REQUIRED)
INSTALL 1" DIA. SMOOTH
STEEL DOWELS 18" O.C.-
AND SEAL AS NOTED.
28 DAYS
MEDIUM BROOM FINISH
4,000 PSI CONCRETE @
SCORE JOINT
MIN. 1/8" X 1-1/2" SAW CUT
AS SHOWN
NEW POUR IS CONTIGUOUS TO ANY
STRUCTURE, AND AT 25' O.C. MAX.
EXPANSION JOINT. PLACE EXP. JOINT
WHERE SHOWN ON PLAN AND WHERE
SEALER AS SPECIFIED-1/2" THICK
1/16" BELOW FLUSH ON 1/2" THICK
JOINT @ 30' O.C. WITH JOINT
PROVIDE 1/2" BIT. EXPANSION
SUBGRADE
PROVIDE FIBERMESH REINFORCING.
USE FIBERMESH 650 BY PROPEX. MIX
AT 4LBS/CUBIC YARD.
STEEL REINFORCING @ 24" O.C. MAX. BOTH
WAYS, 2 1/2" (MIN). SEE DETAIL #10 SHEET
5.3.1 FOR MORE INFO.
12"12"
3/8"
3/
8
"
3/8"MACHINE CUT 3/8"x3/8" CHAMFER; CAULK JOINT
W/SONOLASTIC SL 2 POLYURETHANE SEALANT
AS MANUFACTURED BY SONNEBORN. INSTALL
IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS
1"Øx18" GRADE 40 SMOOTH STEEL DOWEL
@ 18" O.C., COATED WITH EPOXY PER ASTM
M 284. GREASE FULL LENGTH. OMIT WHERE
INDICATED ON PAVING PLAN.
SEE PAVEMENT SECTION FOR
ADDITION INFORMATION
BACKER ROD
CUT OFF ALL WIRES THAT CROSS
JOINTS BEFORE PLACING
CONCRETE.
NOTE:
1.ALL TIE WIRES CROSSING THE JOINT SHALL BE
REMOVED AFTER BASKETS ARE IN PLACE AND PRIOR
TO POURING CONCRETE.
2.NO DOWELS ALLOWED WITHIN 12" OF A CROSS JOINT.
CONTRACTION JOINT DETAIL
3 Concrete Sidewalk Detail
N.T.S.
HAND TROWEL SCORE JOINT- 1/4"X3/4" DEEP
SEE SITE PLAN FOR SCORE JOINT SPACING
PROVIDE 12" BIT. EXPANSION JOINT @ 30' O.C. WITH
JOINT SEALER AS SPECIFIED-1/2" THICK, 1
16" BELOW
FLUSH ON 1
2" THICK EXPANSION JOINT. PLACE EXP.
JOINT WHERE SHOWN ON PLAN, WHERE NEW POUR
IS CONTIGUOUS TO ANY STRUCTURE, AND AT 30' O.C.
MAX.
3500 PSI FIBER-
REINFORCED CONCRETE COMPACTED SUBGRADE
95% STD. PROCTOR
ASTM D 698
MEDIUM BROOM FINISH
PERPENDICULAR TO
TRAFFIC FLOMIN. 1/4" X 3/4" TOOLED JOINT
WITH RADIUS EDGES.
4"
SIDEWALK CONTRACTOR TO
BACKFILL ALL SIDEWALKS WITH
SUITABLE SOIL
WI
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MEDIUM BROOM FINISH
PERPENDICULAR TO TRAFFIC FLOW
1.PAVEMENT RECOMMENDATIONS TO BE CONFIRMED BY GEOTECH.
2.PERFORM COMPACTION IN ACCORDANCE WITH SECTION 520 OF THE MOST RECENT
VERSION OF THE NCDOT STANDARD SPECIFICATION FOR ROADWAYS AND
STRUCTURES.
NOTES:
1.PROVIDE CONTRACTION JOINTS SPACED EQUAL TO THE SIDEWALK WIDTH AND
EXPANSION JOINT BETWEEN ALL TRANSITIONS TO CURBING AND BUIDLINGS, AND AT A
MAXIMUM SPACING OF 50' O.C.
4 Accessible Parking/Signage/Striping Detail
N.T.S.
RESERVED
PARKINGPARKING
DISABLED
PASSENGER
LOADING
ONLY
CAB C C
NOTES
1.RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN 1:12.
2.GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED THROUGH THE RAMP AREA.
3.IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED AT LOADING ZONE AREA.
4.COORDINATE CONSTRUCTION TO COMPLY WITH LOCAL AND FEDERAL ADA STANDARDS.
5.ALL 12"x18" ACCESSIBLE SIGNS (R7-8a AND R7-1) SHALL BE MOUNTED AT 7 FEET FROM GRADE TO BOTTOM
EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED IN AN AREA
BETWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT EXPECTED TO USE.
6.REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) U.S. DEPARTMENT OF
TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
7.THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE FLOWLINE OF THE CURB AND GUTTER.
8.REFER TO PLAN SHEETS FOR ALL GRADING AND RAMP LOCATIONS/CONFIGURATIONS.
2% SLOPE
12"
12"
1"6"WIDTH VARIES, SEE PLAN
4" THICK
CONCRETE WALK
TAPERED CURBSEALED EXPANSION
JOINT
FINISH GRADE
ASPHALT
PAVEMENT
A
A
2%
S
L
O
P
E
1:12 SLOPE
TAPER CURB AND WALK
DOWN TO GUTTER GRADE
CURB AND GUTTER
4" WIDE WHITE
PAINTED LINE
4" WIDE WHITE PAINTED
STRIPES @45° ANGLE
EQUAL SPACES, 5' O.C.
18
'
8'
5', (8' WIDE FOR
VAN ACCESSIBLE)
8'
6'6'
FLUSH CURB
WIDTH VARIES,
SEE SITE PLAN
SIDEWALK
ACCESSIBLE PARKING SIGN
CENTERED IN SPACE, (TYP.)
R7-8e
12"x6"
R7-8D
12"x9"
MUTCD
R7-8a
12"x18"
MUTCD
R7-8a
12"x18"
R7-8D
12"x9"
MUTCD
R7-1
12"x18"
MAXIMUM
PENALTY
$ 250
MAXIMUM
PENALTY
$ 250
RESERVED
PARKING
VAN
ACCESSIBLE
A B C
ACCESSIBLE ROUTE (SEE
NOTE #3)
SIGNAGE
ONE OUT OF EVERY SIX (6) ACCESSIBLE SPACE,
BUT NOT LESS THAN ONE, IS REQUIRED TO BE
VAN ACCESSIBLE
8'8'5'8'8'8'
VAN
ACCESSIBLE
SPACE
1:12 SLOPE
MAXIMUM
PENALTY
$ 250
RESERVED
PARKING
VAN
ACCESSIBLE
FINISH
GRADE
2'
-
6
"
MI
N
.
R7-8e 6"x12"
SIGN AT VAN
ACCESSIBLE
SPACES ONLY
R7-8 OR R7-8a
12"x18" SIGN
R7-8D
GS 20-37.6
9"x12" SIGN
2 LB/FT. GALV. U
CHANNEL DRIVEN
2'-6" MIN. INTO
COMPACTED EARTH
SE
E
N
O
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E
#
5
WHITE
SYMBOL
BLUE
WHITE
BACKGROUND
GREEN
5 Painted Crosswalk
N.T.S.
CROSSWALK PLAN
FLUSH CURB, SEE
DETAIL
CURB AND GUTTER
12" WIDE x 6'-0" LONG WHITE
PAINTED BARS
6'-0"
2'
-
6
"
±
TY
P
.
VEHICULAR PAVING
CURB AND GUTTER
FLUSH CURB, SEE
DETAIL
1. CROSSWALK SHALL MEET 'MANUAL OF TRAFFIC CONTROL DEVISES' MIN REQ.
NOTES
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
06.30.2025
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1. NHC COMMENTS 05.15.2025
1. NHC COMMENTS 05.21.2025
SITE DETAILS
C504
3 Cleanout
N.T.S.
CLEANOUT IN UNPAVED AREAS
CLEANOUT IN PAVED AREAS
PVC BODY WITH BRONZE PLUGCLEANOUT TO BE FLUSH WITH
GRADE
ALL PIPE BENDS AND
CONNECTIONS SHALL BE 45°
MAX.
NOTE: ENGRAVE "SS" IN SANITARY SEWER PLUG AND ENGRAVE "SD"
IN STORM DRAIN PLUG.
CAST IRON BODY WITH BRONZE
PLUG
12"X12"X8" CONCRETE PAD
FLUSH TO GRADE (3000 PSI
MIN.)
CLEANOUT TO BE FLUSH WITH
GRADE
4" PVC RISER
ALL PIPE BENDS AND
CONNECTIONS SHALL BE 45°
MAX.
4" PVC RISER
SEE DRAINAGE OR UTILITY
PLAN FOR PIPE SIZE AND
MATERIAL
SEE DRAINAGE OR UTILITY
PLAN FOR PIPE SIZE AND
MATERIAL
NOTES:
1.STUB-UP INSTALLED BY UTILITY CONTRACTOR TO ALLOW LOCATION OF LATERAL BY
PLUMBER.
2.SERVICE LINE BY PLUMBER MUST CONNECT TO TAPPED END OF CLEAN OUT WYE.
3.STUB-UP TO BE CUT-OFF & CLEAN-OUT PLUG INSTALLED FLUSH WITH GRADE AFTER
LANDSCAPING.
4.SAN. SWR. LATERAL PIPE TO BE ASTM D3034-SDR 35 PVC PIPE.
1 Utility Trench
N.T.S.
C L
NOTES:
1.BACKFILL TO 95% OF MAXIMUM DENSITY WHERE EXCAVATIONS CUT THROUGH
PAVEMENTS, CURBS, DRIVEWAYS AND SIDEWALKS, AND UNDER OR ADJACENT TO
STRUCTURES.
2.STONE TO BE SIZE 1
2" TO 1-1
2", WELL TAMPED.
3.STONE IS REQUIRED TO 6" BELOW PIPE WHERE WET CONDITIONS OR ROCK IS
ENCOUNTERED, ONLY AS DIRECTED.
4.HAND SHAPE TRENCH BOTTOM FOR LOWER QUADRANT OF PIPE AND BELLS.
5.PROVIDE MINIMUM 3'-0" COVER OVER PIPE.
6.STONE TO 12 PIPE DIA. NOT REQUIRED FOR C-900 PVC OR DUCTILE IRON PIPE.
BOTTOM OF
EXCAVATION (SEE
NOTE 3)
STONE
PIPE
LINE
TRENCH WIDTH
18
"
1
2 PIPE DIA.
(SEE NOTE 6)
SE
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B
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F
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9
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%
OF
M
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BA
C
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F
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TO
9
5
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O
F
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A
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DE
N
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P
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AS
N
O
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D
8"
MIN.
8"
MIN.
2 Concrete Wheelstop Detail
N.T.S.
7"
SEE PLAN FOR
PAVEMENT TYPE
12" RECESS. GROUT RECESS FLUSH
WITH TOP OF WHEELSTOP
4"1 1
2"
CONCRETE WHEELSTOP
±2
'
-
6
"
1'-
6
"
6'CONCRETE APRON
WHEELSTOP CENTERED IN
PARKING SPACE (TYP.)
COMPACTED SUBGRADE
4"
CONCRETE
APRON
#5 REBAR @ 1'-6" DEPTH IN
UNDISTURBED SOIL. HAMMER SHARP
END AND RECESS FROM TOP OF
WHEELSTOP 1/2". (2) REBAR TOTAL
AT 1'-0" FROM EACH END OF
WHEELSTOP 3.
5
'
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X
X
X
X
X
X
X
X
10
15
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111213
14
16
17
10
9
11
12
13
15
13
14
16
17
1
5
16 17 18
8
90-LF
24" RCP @1.88%
FES 100
IE IN E 14.50
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
06.30.2025
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1. NHC COMMENTS 05.15.2025
1. NHC COMMENTS 05.21.2025
WET POND 01
DETAILS
C505
20 0 10 20 40
SCALE: 1"=20'
NORTH
Know what's below.
before you dig.Call
R
TO
F
E
S
MANHOLE STEPS
6'-0"
6'
-
0
"
PLAN VIEW
SI
D
E
S
E
C
T
I
O
N
N.T.S.
2"X2" STEEL
ANGLE FRAME
THIS SECTION TO HINGE
OPEN FOR ACCESS.
ALIGN WITH STEPS
2"X2" STEEL ANGLE
WELDED TO SUPPORT
2"X2" STEEL
ANGLE WELDED
TO SUPPORT
HINGE
ASSEMBLY
#4 BARS @ 6" O.C.
NOTES:
1. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL
2. SHOP PRIME AND PAINT TRASH RACK WITH 2 COATS OF GREY
EXTERIOR ENAMEL.
1.
5
'
1' MIN.
SEE PLAN FOR PIPE DIA. (TYP.)
EXTEND CONCRETE 12" MINIMUM INTO
UNDISTURBED TRENCH BOTTOM. BEDDING
MATERIAL SHALL NOT BE INSTALLED WHERE
ANTI-SEEP COLLAR IS LOCATED.
NOTES:
1.SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL.
2.CONTRACTOR SHALL PROVIDE SUITABLE FORMING (TO BE REMOVED) TO CONTAIN
CONCRETE FOR PROPER SHAPE AND DIMENSIONS.
3.PLACE ANTI-SEEP COLLARS AT LOCATIONS AND SPACING SHOWN ON SAND FILTER / DRY
DETENTION DETAILS.
4.ANTI-SEEP COLLARS SHOULD BE FORMED AND INSPECTED PRIOR TO POURING.
1.
5
'
OUTSIDE PIPE DIA. +3'
1.5'1.5'
SIDE VIEWFRONT VIEW
CLASS B
CONCRETE
TRENCH
BOTTOM
ANTI-SEEP COLLAR
POND CONSTRUCTION:
1. UPPER SIX (6") INCHES OF FINE GRAINED SOILS (ML, MH, CL, CH, SC). IF GRANULAR SOILS ARE ENCOUNTERED IN THE PROPOSED POND BOTTOM
AND SIDES UP TO 2' ABOVE WATER LEVEL. THEY ARE TO BE UNDERCUT SIX (6") INCHES AND REPLACED WITH THE AFOREMENTIONED FINE SOILS.
2. EXISTING MATERIALS IN THE POND BOTTOM AND SIDES SHALL BE CONDITIONED TO ACHIEVE A PERMEABILITY (K) RATE OF 1X10^-5CM/S IN ORDER
TO MAINTAIN THE REQUIRED NORMAL POOL ELEVATION.
3. THE UPPER SIX (6") INCHES OF SOIL IS TO BE SCARIFIED AND COMPACTED TO A MINIMUM OF NINETY-EIGHT (98%) OF IT'S STANDARD PROCTOR
MAXIMUM DRY DENSITY. MOISTURE CONTENT OF SOILS SHALL BE ADJUSTED TO WITHIN TWO (2) TO SIX (6) PERCENT WET OF OPTIMUM MOISTURE
9"
T
H
K
.
12"
TOP EL.=14.25
18" COVER MIN.
WATER QUALITY ORIFICE,
SEE DETAIL ON RIGHT
6"
30" RCP
INV. = 13.50
6'-0" OUTSIDE
5'-0" INSIDE
TOP OF BANK EL.= 17.50
WQV EL.= 14.25
CAST-IN-PLACE BASE SECTION
TO FES
RUBBER SEAL, FILL JOINTS WITH
GROUT
MANHOLE STEPS @ 14" O/C
8'X8' 4000 PSI CONC.
FOOTING WITH (2) MATS OF
#5 BAR @ 6" O/C EACH WAY
6" THICK, 4000 PSI CONC.
WALL WITH #5 BAR @ 6"
O/C EACH WAY
HEAVY DUTY PRECAST REINFORCED
CONCRETE RISER SECTIONS PER
N.C.D.O.T. SPECIFICATIONS
12" OF #57 STONE
COMPACTED TO 98%
FRONT ELEVATION
SIDE SECTION
WATER QUALITY ORIFICE DETAIL
OUTLET
STRUCTURE
1.50" WATER
QUALITY
ORIFICE
1.50" PVC PIPE
9"
T
H
K
.
12"
6"
5'-0" OUTSIDE
1 Dry Detention Pond Details
N.T.S.
30" RCP (CLASS III) W/
O-RING GASKETS
18" CONCRETE GROUT
COMPACTED
SUBGRADE, 95% STD.
PROCTOR
COMPACTED
SUBGRADE, 95% STD.
PROCTOR
ANCHOR TOP
N.T.S.
N.T.S.N.T.S.
INV. OUT= 13.50
5-0" INSIDE
8'X8' 4000 PSI
CONC. FOOTING
8"
INV: 13.50
PYRAMID TRASH RACK
(SEE PLAN VIEW)
PYRAMID TRASH RACK (SEE PLAN
VIEW)
PRECAST OUTLET STRUCTURE
ALLOWED WITH APPROVED SHOP
DRAWING.
TOP OF BANK EL.= 17.50
4"
EMERGENCY SPILLWAY EL= 15.90
ORIFICE EL. = 13.50
CLASS B RIPRAP
CHANNEL, MIN 18"
DEPTH
FILTER FABRIC, OVERLAP
SEAMS 1 FT. MIN.
OUTLET STRUCTURE
POND PLAN VIEW
EMERGENCY SPILLWAY
EL. 15.90
EL.=15.90 EMERGENCY SPILLWAY
CLASS "B" RIP RAP
12" THICK
SEDIMENT
FOREBAY
30" RCP (CLASS III)
W/ O-RING GASKETS
ALIGN CONTROL
STRUCTURE
W/ TRASH RACK10' MIN.EMBANKMENT PLACED IN
LIFTS AND COMPACTED
TO STANDARD PROCTOR.
1 3
BOTTOM EL.= 9.0
SEDIMENT STORAGE
ELEV. = 8.0
1
3
POND MAINTENANCE INFORMATION MUST BE POSTED
AT SITE. FIELD CONFIRM LOCATION OF SIGN WITH
ENGINEER. SIGN PROVIDED BY CONTRACTOR.
FOREBAY BERM
TO FES
ANTI-SEEP COLLARS (TYP.)
WIDTH = BARREL DIA. PLUS 3'.
SEDIMENT STORAGE ELEV.= 6.0
100-YR ELEV.= 16.07
TOP OF BERM
EL 13.50 PRESSURE TREATED
4"X4" POST
CONCRETE FOOTING
24"X30" ALUMINUM SIGN. SEE
DETAIL 4 THIS SHEET. SUBMIT
SHOP DRAWINGS FOR APPROVAL.
BEVELED TOP
BOTTOM ELEV.= 7.0
TEMP WQv POOL ELEV.= 14.25
EL.= 17.50
POND SECTION VIEW
PERM. POOL ELEV.= 13.50
POND SLOPES:
1.VEGETATED SHELF - 6':1'
2.ABOVE VEGETATED SHELF - 3':1'
3.BELOW VEGETATED SHELF - 2':1'
6'
WQV EL.= 14.25
EMERGENCY
SPILLWAY (TYP)
FLARED END
SECTION (TYP)
PROVIDE NCDEQ APPROVED
PLANTING SPECIES AND FREQUENCY
FOR VEGETATED SHELF
FOREBAY BERM
(TYP)
POND SECURITY FENCE (6'
HT CHAIN LINK)
OUTLET
STRUCTURE
(SEE DETAIL)
31-LF
30" RCP @ 1.00%
POND
OUTFALL FES
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X
X
X
X
X
X
X
X
10
15
789
111213
14
16
17
10
9
11
12
13
15
13
14
16
17
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
06.30.2025
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1. NHC COMMENTS 05.15.2025
1. NHC COMMENTS 05.21.2025
WET POND 01
DETAILS
C506
INSTALL STORM SEWER (INCLUDING OUTLET STRUCTURE AND PIPES) PRIOR TO EXCAVATING DETENTION BASIN.
EXCAVATE DETENTION BASIN. PROVIDE WHATEVER DE-WATERING MEASURES ARE NEEDED FOR CONSTRUCTION.
PROVIDE WHATEVER TEMPORARY SEEDING IS NEEDED TO STABILIZE BOTTOM AND SLOPES.
USE AS A TEMPORARY SEDIMENT BASIN UNTIL ENTIRE PROJECT DENUDED AREA HAS BEEN STABILIZED WITH
VEGETATION.
AFTER SITE STABILIZATION, REMOVE ALL SEDIMENT, RE-CONTOUR POND IF NECESSARY.
LANDSCAPE STORM WATER WETLAND PER PLANT SCHEDULE LISTED ON THIS SHEET.
PROVIDE AS-BUILTS OF BASIN. AS-BUILTS SHALL BE DONE PRIOR TO THE RELEASE OF THE CERTIFICATE OF
OCCUPANCY. SEE EARTHWORK SPECIFICATIONS FOR ADDITIONAL AS-BUILT INFORMATION.
SCM CONSTRUCTION SEQUENCE:
STORM WATER WET POND INSPECTION AND MAINTENANCE PLAN
A.
1.
2.
VEGETATION
1.
B.EROSION PROBLEMS
THE FOLLOWING ITEMS SHALL BE INSPECTED/MAINTAINED BY THE OWNER.
C.
3.
2.
BLOCKAGE OF OUTLETS
2.
1.
D.SEDIMENT ACCUMULATION
GOOD GRASS COVER SHALL BE MAINTAINED AROUND THE POND PERIMETER TO
PREVENT EXCESSIVE SEDIMENT FROM ENTERING THE POND. THE POND
PERIMETER SHALL BE MOWED ON A QUARTERLY BASIS. (DO NOT MOW WETLAND
PLANTS)TO PRESERVE THE HYDRAULIC CAPACITY OF THE POND SYSTEM AND TO
PREVENT RUNOFF FROM BACKING UP, INLET AND OUTLET AREAS SHALL BE KEPT
CLEAR OF HEAVY VEGETATION.
THE ENTIRE POND AREA SHALL BE INSPECTED QUARTERLY FOR SIGNS OF EROSION, PAYING
SPECIAL ATTENTION TO THE FOLLOWING AREAS:
RILL EROSION OF THE POND EMBANKMENT SHALL BE REPAIRED BY FILLING THE
SMALL CHANNELS WITH SUITABLE SOIL, COMPACTING, AND SEEDING. INSPECT
FOR, AND IMMEDIATELY REPAIR, ANY EROSION ON THE DAM EMBANKMENTS.
OPEN CHANNELS WITH ERODED AREAS SHALL BE SEEDED/SODDED AND
PROTECTED WITH TEMPORARY VELOCITY DISSIPATION (SUCH AS EXCELSIOR
MATTING, STRAW BALES, ETC.).
THE WET DETENTION POND'S ORIFICE(S), PRINCIPAL SPILLWAY, AND THE EMERGENCY
SPILLWAY SHALL BE INSPECTED FOR BLOCKAGE THAT WOULD IMPAIR THE POND'S WATER
QUALITY AND HYDRAULIC FUNCTIONALITY.
THE LOW FLOW ORIFICE SHALL BE INSPECTED FOR BLOCKAGE TWICE A MONTH
AND AFTER LARGE STORMS.
THE FOREBAY MUST BE DREDGED WHEN SEDIMENT DEPOSITION IN THE FOREBAY
EXCEEDS THE DESIGNED SEDIMENT STORAGE CAPACITY FOR THE FOREBAY. AN
INDICATION OF WHEN THE FOREBAY SEDIMENT CAPACITY IS EXCEEDED IS WHEN
SEDIMENT BARS ARE VISIBLE NEAR THE INLET DISCHARGE OR WHEN THE SEDIMENT LEVEL
AT THE INLET TO THE POND IS LESS THAN ONE FOOT BELOW THE NORMAL POOL SURFACE.
DEPTH MEASUREMENTS RELATIVE TO THE NORMAL SURFACE ELEVATION (BOTTOM OF
WATER QUALITY ORIFICE) SHALL BE TAKEN AT SEVERAL LOCATIONS AROUND THE POND
(TYPICALLY FOREBAYS WILL NEED TO BE DREDGED EVERY 5 TO 10 YEARS).
DREDGING OF THE FOREBAY (AND PERMANENT POOL AREA, IF NECESSARY) WILL BE ACCOMPLISHED
BY USING A DREDGE LINE, "GRADE ALL" OR SIMILAR PIECE OF MACHINERY.
ERODED AREAS AT PIPE INLET OR OUTLET AREAS SHALL BE FILLED WITH GOOD
COMPACTABLE SOIL AND COVERED WITH GEOTEXTILE AND RIP-RAP.
INSPECT ANNUALLY FOR DEAD OR DISEASED PLANT MATERIAL. REPLACE DEAD
OR DISEASED PLANT MATERIAL.
3.
TO ENSURE THE HYDRAULIC CAPACITY OF THE SPILLWAYS, SPILLWAY SHALL
BE INSPECTED FOR BLOCKAGE ONCE A MONTH AND AFTER LARGE STORMS. THE
TRASH RACK SHALL BE MAINTAINED ON THE RISER. VEGETATIVE GROWTH IN THE
RISER SHALL BE REMOVED PROMPTLY SO THAT THE DESIGN CAPACITY OF THE
SPILLWAY IS MAINTAINED. THE OUTLET PIPE SHALL BE CLEAR OF TREE LIMBS,
SEDIMENT ACCUMULATION, ETC.
3 Pond Maintenance Plan
N.T.S.
BASIN CONVERSION:
DETENTION BASIN SHALL BE USED AS EROSION
CONTROL BASIN DURING CONSTRUCTION. DO
NOT CONVERT EROSION CONTROL BASIN UNTIL
THE MAJORITY OF THE CONTRIBUTING BASIN IS
STABILIZED. PRIOR TO CONVERSION, EXCAVATE
ACCUMULATED SEDIMENT AND SPREAD ON-SITE.
ENSURE POND IS EXCAVATED TO DESIGN
ELEVATIONS AS SHOWN ON PLAN PRIOR TO
PLANTING AND FINISHING THE BASINS.AFTER COMPLETION OF CONSTRUCTION OF THE PROJECT, AN ASBUILT SURVEY OF THE
STORM DRAINAGE SYSTEM (INCLUDING THE BMP PONDS WITH OUTLET STRUCTURE
INFORMATION) SHALL BE COMPLETED AND SUBMITTED TO THE DESIGNER FOR REVIEW.
CONTRACTOR SHALL INCLUDE THIS COST IN THEIR BID.
DESIGN MODIFICATIONS TO PONDS AS A RESULT OF IMPROPER CONSTRUCTION AND
CITY REVIEW WILL BE AT THE EXPENSE OF THE CONTRACTOR.
SOIL
ORGANIC LAYER
REMOVE PREVIOUS MULCH
LAYER BEFORE APPLYING NEW
LAYER (OPTIONAL)
ONCE EVERY TWO
OR THREE YEARS
ANY ADDITIONAL MULCH ADDED ONCE A YEAR
PLANTS
REMOVE AND REPLACEMENT OF
ALL DEAD AND DISEASED
VEGETATION CONSIDERED
BEYOND TREATMENT
SEE PLANTING
SPECIFICATIONS TWICE A YEAR
TREAT ALL DISEASED TREES AND
SHRUBS N/AMECHANICAL OR
BY HAND
VARIES, BUT WILL
DEPEND ON INSECT OR
DISEASE INFESTATION
WATERING PLANT MATERIAL
SHALL TAKE PLACE AT THE END
OF EACH DAY FOR FOURTEEN
CONSECUTIVE DAYS AND AFTER
PLANTING HAS BEEN COMPLETED
BY HAND IMMEDIATELY
AFTER
COMPLETION OF
PROJECT
REPLACEMENT OF SUPPORT
STAKES ONLY REMOVE STAKES
IN THE SPRINGBY HAND ONCE A YEAR
REPLACE ANY DEFICIENT STAKES
AND WIRES WHENEVER NEEDED WHENEVER NEEDED
VEGETATED SHELF MAINTENANCE SCHEDULE:
DESCRIPTION METHOD FREQUENCY TIME OF YEAR
2 Pond Notes
N.T.S.
1 Wet Pond Planting Plan
N.T.S.
8" OF TOPSOIL
BOTTOM OF
POND
NORMAL POOL: 13.50
2
1
3
1
NOTES:
1. CONSTRUCTION SHALL COMPLY WITH WETLAND PLANT SPECIFICATIONS H.A.R.P. SELECTION AND PLANTING
GUIDE FOR AQUATIC AND WETLAND PLANTS IN THE PIEDMONT REGION OF NORTH CAROLINA.
2. WHEREVER POSSIBLE, HARVEST PLANTS FROM LOCAL AREAS WITH PERMISSION.
3. PLANTS MAY BE BARE ROOT OR CONTAINERIZED.
LITTORAL SHELF SECTION C-C
PLANT SLOPES AND
DAM WITH PERMANENT
GRASS PER SEEDING
SCHEDULE.
INSTALL NA GREEN S150 OR
APPROVED EQUAL EROSION
CONTROL FABRIC ON ALL POND
SLOPES AND EMBANKMENTS.
1.IF BARE ROOT SPECIMENS ARE NOT TO BE USED WITHIN 4 DAYS, THEY SHOULD BE PLANTED IN SUITABLE BEDS
WITH THE ASSUMPTION THAT IT WILL BE A WHILE BEFORE THEY CAN BE USED, AND THEY SHOULD BE PROVIDED
WITH CONDITIONS MAKING IT POSSIBLE FOR THEM TO SURVIVE AND GROW AS OPTIMALLY AS POSSIBLE.
2.CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY (SEVERAL TIMES DAILY WHEN WEATHER IS HOT)
3.PIN ALL SUBMERGED/FLOATING PLANT MATERIAL SECURELY TO THE BOTTOM OF POND WITH 12" BENT WIRE PINS.
4.CUT BACK TALL AND EASILY BROKEN LEAVES AND STEMS AT THE TIME OF TRANSPLANTING.
5.NEWLY RECEIVED NURSERY STOCK AND DISTURBED TRANSPLANTS SHOULD NOT BE EXPOSED TO DIRECT SUN ANY
MORE THAN NECESSARY UNTIL THEY ARE PLACED IN THEIR PERMANENT POSITIONS.
6.INSERT DRY FERTILIZER TABLETS OR SPIKES NEAR THE PLANTS AT THE TIME OF TRANSPLANTING.
7.FENCE ENTIRE PLANTING AREA WITH 36" TALL PLASTIC FENCING WITH 1.5"X2" OPENINGS. PLASTIC SHALL BE UV
STABLE. COLOR SHALL BE BLACK. INSTALL WITH STEEL POSTS SPACED AT 10' O.C. MAX. PIN THE BOTTOM LAYER
OF THE FABRIC TO THE GROUND WITH 10-12" PINS. FENCING TO REMAIN IN PLACE FOR A PERIOD OF ONE YEAR
POST INSTALLATION OF PLANT MATERIAL.
8.STAKE PLANTING ZONES PRIOR TO INSTALLATION AND VERIFY AREAS ON PLAN.
9.PLANTS ARE TO BE INSTALLED IN A RANDOM ARRANGEMENT WITHIN THEIR RESPECTIVE ZONES. INDIVIDUAL
SPECIES MAY BE PLANTED TOGETHER IN GROUPS OF 3 TO 5. PLANTS MAY ALSO BE PLANTED INDIVIDUALLY.
10.PLANT QUANTITIES ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION. PLANTS SHALL NOT BE
COMPLETELY SUBMERGED WHEN PLANTED.
11.PLANT HERBACEOUS PLANTS BETWEEN MARCH 15TH AND SEPTEMBER 30TH. AMEND SOILS AND ADD ORGANICS
TO UP TO 6 INCHES ON LITTORAL SHELF AREA.
12.CONTRACTOR SHALL PROVIDE MAINTENANCE OF ALL BMP PLANTING FOR 12 MONTHS AFTER INITIAL ACCEPTANCE
OF INSTALLATION, INCLUDING RE-SEEDING OR BARE AREAS AS REQUIRED TO ESTABLISH PERMANENT GROUND
COVER, AND SUPPLEMENTAL WATERING AS REQUIRED TO ESTABLISH PLANTINGS.
13.MONITORING AND REMOVAL OF INVASIVE PLANT SPECIES (INCLUDING CATTAILS) SHALL BE INCLUDED IN REQUIRED
MAINTENANCE.
14.SUBSTITUTIONS OF PLANT SPECIES MUST BE APPROVED BY BENESCH, PRIOR TO INSTALLATION.
SEE NOTES THIS SHEET FOR SCM MAINTENANCE AND RESPONSIBILITIES OF THE CONTRACTOR
SCM PLANTING NOTES:SCM PLANTING REQUIREMENTS
ZONE AREA
MIN. REQUIRED
PLANTS (50 PLANTS
PER 200 SQ. FT.)
SHALLOW WATER 856 SF 214
SHALLOW LAND 888 SF 222
20 0 10 20 40
SCALE: 1"=20'
NORTH
POND PLAN VIEW
EMERGENCY
SPILLWAY (TYP)
FLARED END
SECTION (TYP)
PROVIDE NCDEQ APPROVED
PLANTING SPECIES AND FREQUENCY
FOR VEGETATED SHELF
FOREBAY BERM
(TYP)
POND SECURITY FENCE
(6' HT CHAIN LINK)
EXISTING BRICK CHURCH
FFE: ±25.3
EXISTING ADMIN BLDG
FFE: ± 25. 0
EXISTING PARISH HALL
EXISTING DRAIN FEILD
PUMP
TANK
SEPTIC
TANK
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
EX. CB 2
RIM: ± 22.5
IE. 20.93
EX. CB 1
RIM: ± 21.25
IE. 19.05
15
"
R
C
P
15
"
R
C
P
WELL
40'
30'
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
06.30.2025
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1. NHC COMMENTS 05.15.2025
1. NHC COMMENTS 05.21.2025
40 0 20 40 80
SCALE: 1"=40'
NORTH
Know what's below.
before you dig.Call
R
LANDSCAPE PLAN
C600
PR
O
P
O
S
E
D
F
F
E
C
BU
I
L
D
I
N
G
12
QS
LEGEND
LANDSCAPE REQUIREMENTS:
STREET YARDS:
REQUIRED: 50 LF OF STREET FRONTAGE X 12 SF = 600 SF
PROVIDED: 715 SF
FOR EVERY 600 SF, PROVIDE 1 CANOPY/SHADE TREE, 3 UNDERSTORY TREES, AND 6 SHRUBS.
PARKING INTERIOR LANDSCAPING
TREES REQUIRED (75% CANOPY, 1 TREE PER 144 SF): 11
PROVIDED: 11
GROSS PAVED AREA: 19,415 SF
LANDSCAPE REQUIRED: 1,553 SF (19,415 SF X 8%)
LANDSCAPE PROVIDED: 1,616 SF (8%)
PARKING PERIMITER LANDSCAPING
TREES REQUIRED: 1 PER 20 LF, PROVIDED: 17
FOUNDATION PLANTING: N/A
FOUNDATION PLANTINGS: 12% AREA OF FIRST FLOOR FRONT BUILDING FACE
LANDSCAPE NOTES
3 Foundation Groundcover Planting Detail
N.T.S.
MEASURED COMPRESSED
ROTARY-TILL ORGANIC MATTER
AND OTHER ADDITIVES INTO TOP
8" OF SOILSECTION
STAGGERED PLANTING LAYOUT
O.C.
DIMENSION
O.C.
DIMENSION
1/2 O.C.
DIMENSION
CONTAINER SOIL
BREAK
SUBGRADE SOIL
PLANT MATERIAL
1.MINIMUM TREE SIZE AT PLANTING IS 3" CALIPER DBH AND 8-10' FEET TALL FOR SINGLE-STEM CANOPY
TREES. ALL MULTI-STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 10'
TALL.. ALL UNDERSTORY TREES AT THE TIME OF PLANTING SHALL HAVE A MINIMUM 2' CALIPER DBH AND
AN AVERAGE MINIMUM HEIGHT OF 10 FEET.
2.ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERS INTACT TO THE TOP
OF THE CROWN UNLESS MULTI-STEM TREES ARE SPECIFIED. ALL TREES SHALL BE TYPICAL OF THEIR
SPECIES AND VARIETY, HAVE NORMAL GROWTH HABITS, HAVE WELL-DEVELOPED BRANCHES, BE
VIGOROUS AND HAVE FIBROUS ROOT SYSTEMS. TREES WITH CO-DOMINANT BRANCHING WILL NOT BE
ACCEPTED. TREES THAT HAVE BEEN SHEARED, TOPPED OR CUT BACK TO MULTIPLY THE BRANCHING
STRUCTURE WILL NOT BE ACCEPTED. TREES SHALL BE FREE OF ABRASIONS, DAMAGE, DISEASE, PESTS
AND CRACKS. ALL PRUNING CUTS GREATER THAN 12" DIAMETER SHALL HAVE CALLUS TISSUE FORMED
PRIOR TO PLANTING. NO PRUNING CUT ON THE TRUNK SHALL BE MORE THAN ONE-HALF THE DIAMETER
OF THE CENTRAL LEADER AT THE HEIGHT WHERE THE CUT WAS MADE. ROOT FLARES SHALL BE
LOCATED AT GRADE. TREES WITH MORE THAN 2" OF SOIL COVERING THE ROOT BALL/FLARE FROM WILL
NOT BE ACCEPTED.
3.SIZE OF PLANTS, SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH ANSI Z60.1
(LATEST EDITION) AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION.
4.ALL TREES OF A PARTICULAR SPECIES AND VARIETY SHALL BE UNIFORM IN SIZE AND CONFIGURATION.
PLANTING REQUIREMENTS
5.PLASTIC HOSE PARTS WILL NOT BE ACCEPTED FOR TREE STAKING. SEE DETAILS AND SPECIFICATIONS
FOR APPROVED STAKING METHOD/MATERIALS.
6.ALL STRAPPING, AND TOP 12 OF WIRE BASKET AND BURLAP MUST BE CUT AWAY AND REMOVED FROM
ROOT BALL WHEN PLANTING.
7.FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS;
REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL, OR TILL AND AMEND THE TOP 24" OF EXISTING
SOIL TO MEET TOPSOIL/ PLANTING MIX STANDARDS FOR TREES.
8.ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING.
9.THE TOP OF ALL ROOT BALLS FOR SHRUBS & GROUNDCOVERS SHALL BEAR THE SAME RELATIONSHIP
TO FINISHED GRADE, AS BORN TO PREVIOUS GROWING CONDITIONS.
10.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING.
11.MULCH A MINIMUM 4 FOOT AREA AROUND EACH TREE AND - MULCH A CONTINUOUS AREA AROUND ALL
SHRUB BEDS, AS INDICATED ON THE PLAN. MULCH SHALL BE 3-4" THICK. MULCH AROUND TREES SHALL
BE TAPERED TOWARD TRUNK SO THAT NO MORE THAN 2" IS PLACED AT TREE TRUNK AS SHOWN ON
DETAIL. SEE SPECIFICATIONS FOR TYPE.
12.SEE EROSION CONTROL PLANS FOR TEMPORARY SEEDING PLAN.
13.ALL DISTURBED AREAS SHALL BE SEEDED AND PERMANENTLY ESTABLISHED.
UTILITY ISSUES
14.LARGE MATURING TREES MAY NOT BE PLANTED WITHIN 15' OF OVERHEAD POWER DISTRIBUTION OR
TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL LANDSCAPE
ARCHITECT TO RESOLVE BEFORE PLANTING.
15.CONTRACTOR IS RESPONSIBLE FOR HAVING ALL UNDERGROUND UTILITIES LOCATED AND CLEARLY
PAINTED WITHIN 10 DAYS OF ANY GROUND DISTURBING ACTIVITY. OWNER WILL NOT PAY FOR UTILITY
REPAIRS DUE TO FAILURE TO MARK AND OBSERVE UTILITY LOCATIONS.
16.ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES- PLANT 10' FROM ALL
UNDERGROUND UTILITIES (SEWER AND STORM DRAINAGE, GAS WATER, PHONE AND ELECTRICAL
LINES).
GENERAL
17.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE QUANTITY OF PLANTS SHOWN ON
THE PLAN. ANY DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LIST SHALL BE BROUGHT
TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND ANY FIELD ADJUSTMENTS OR QUANTITY
ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO PLANTING.
18.ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE (1) YEAR AFTER
ACCEPTANCE BY OWNER OF ALL PLANT MATERIAL.
19.ALL DISTURBED AREAS SHALL BE SEEDED AS SPECIFIED.
20.SEE EROSION CONTROL/GRADING PLAN FOR ADDITIONAL TREE PRESERVATION NOTES.
21.CONTRACTOR TO SUBMIT IRRIGATION PLAN FOR APPROVAL PRIOR TO INSTALLATION. PROVIDE PVC
SLEEVES TO LANDSCAPE AREAS IF IRRIGATIONS IS NOT INSTALLED PRIOR TO INSTALLATION OF
HARDSCAPE.
1 Tree Planting
N.T.S.
MINIMUM TREE SIZE: MULTI-STEM 3-5 STEMS, 8' TALL
MINIMUM TREE SIZE: SINGLE STEM 3" CALIPER, 10-12' TALL
PLANTING REQUIREMENTS.
REMOVE TOP 2/3 OF WIRE
BASKET WHERE PRESENT
AND ANY NAILS/PINS, ETC.
REMOVE TOP 1/3 BURLAP
PLANTING MIX (AS SPECIFIED)
BERM OUTSIDE OF BACKFILL
4" MAXIMUM HIGH WATER
4" MAXIMUM LAYER OF MULCH
THAN 3" .
FIRM SOIL UNDER ROOT BALL.
REJECT PLANTS WITH MORE
FROM GROWER OVER ROOT
FINISH GRADE
DRIVEN IN LINE WITH STRAP
RAISE PIT BOTTOM TO SET BUTTRESS
ROOTS AT THE CORRECT HEIGHT.
SYSTEM, UP TO 1" DEPTH.
REMOVE TYPICAL EXCESS SOIL
UNDISTURBED SOIL
6" SLIP KNOT WITH STOP KNOT.
(6" LARGER THAN TREE DIAMETER)
KEEP MULCH AWAY FROM
TRUNK 1" TO 2"
3/4" NYLON STRAP
STAKING REQUIRED
CONTRACT. SEE GENERAL NOTES:
SEE ATTACHED LANDSCAPE CONSTRUCTION STANDARDS FOR OTHER
SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
REMOVE WIRE OR NYLON TWINE FROM BALL.
BE AT FINISH GRADE 1"
ROOT CROWN TO
WITH CENTERED 3/8" HOLE
1"x2"x18" WOOD STAKE
(FOR SINGLE AND MULTI-STEM TREES)
FOR STREET TREES. 2 1/2" CALIPER, 8-10' IN LANDSCAPE
BUFFERS.
2 Shrub Planting
N.T.S.
GRADEEXISTING
THAT ARE POT BOUND
IN CONTAINERIZED PLANTS
CUT ROOTS AS NECESSARY
EQUAL SPACING
TAMP SOIL MIX UNDER
MINIMIZE SETTLEMENT
EACH PLANT BALL TO
BETWEEN ALL PLANTS
AMENDED NATIVE SOIL
TYP.
BED
ROWS
EDGE OF PLANTING
FINAL
EDGE OF
MULCH
MIN. 2" HT.
MIN. 4" LAYER
TYP. COLLAR
OF APPROVED
REMOVE ANY BROKEN OR
DEAD AND DISEASED LIMBS
"V" TRENCH AROUNDENTIRE PLANTING BED
PLANTING BED
GRADE
SEE LANDSCAPE PLAN
SPACING VARIES
ADDITIONAL LANDSCAPE NOTES:
1.ALL DISTRUBED AREAS ARE TO BE SODDED.
2.CANOPY AND UNDERSTORY TREES TO BE INSTALLED IN ACCORDANCE TO DETAIL 1 THIS PAGE.
3.SHRUBS TO BE INSTALLED IN ACCORDANCE TO DETAIL 2 THIS PAGE.
4.GROUNDCOVERS TO BE INSTALLED IN ACCORDANCE TO DETAIL 3 THIS PAGE.
5.CONTRACTOR TO SUBMIT PHOTOS OF PLANT MATERIAL AS SHOP DRAWINGS FOR APPROVAL.
6.ANY PROPOSED PLANT SPECIES SUBSTITUTIONS MUST BE REQUESTED IN WRITING TO THE DESIGNER
OF RECORD FOR APPROVAL.
7.PLANTING PLAN PROVIDED REPRESENTS THE MINIMUM REQUIRED FOR COMPLIANCE WITH ZONING
AND IS FOR INFORMATION ONLY. FINAL DESIGN MUST BE REVIEWED, PREPARED AND SEALED BY A NC
LICENSED LANDSCAPE ARCHITECT.
TREES QTY BOTANICAL / COMMON NAME ROOT CAL.REMARKS SIZE (MIN)
B & B 2"-2.5" Cal.8-10` HT.
SHRUBS QTY BOTANICAL / COMMON NAME CONT REMARKS HEIGHT SPREAD
AZ 26 Rhododendron 'Gumpo' Series / Satsuki Azaleas
#5 Container 4` O.C.18-24" HT.Ilex glabra / Inkberry Holly
TURF
BERMUDA SOD
QP 24 Quercus phellos / Willow Oak Full Matched Specimen
IG 10
#5 Container 4` O.C.18-24" HT.
PLANTBSCHEDULE
QP
24
IG
10
MG
6
AZ
26
MG 6 Muhlenbergia Capillaris 'Pink' / Muhly Grass 'Pink'#5 Container 4` O.C.18-24" HT.
B & B 2"-2.5" Cal.8-10` HT.PC 3 Taxodium Ascendens / Pond Cypress
CM
8
PC
3
B & B 2"-2.5" Cal.8-10` HT.CM 8 Lagerstroemia / Crape Myrtle
CASTLE HAYNE ROAD (NC 133)
100' PUBLIC ROW
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HVAC SCREENING WALL,
100% OPAQUE (SEE
ARCHITECTURAL PLANS)
SITE DATA:
1.PARCEL ID: R01700-003-003-000
2.PROJECT ADDRESS:
4849 CASTLE HAYNE ROAD
CASTLE HAYNE, NC 28429
3.PROPERTY DEED AND PLAT
DB: 6580 PG: 1906
MB: 61 PG: 56
4.SAINT STANISLAUS CATHOLIC PARISH OF CASTLE HAYNE
4849 CASTLE HAYNE ROAD
CASTLE HAYNE, NC 28429
5.LAND USE:
CURRENT LAND USE - CHURCH
PROPOSED LAND USE -CHURCH
6.ZONING - RA (RURAL AGRICULTURE)
7.PARCEL ACREAGE: 41.98 AC
8.BUILDING SETBACKS:
FRONT: 40 FEET
SIDE: 30 FEET (STREET), 20 FEET (INTERIOR)
REAR: 30 FEET
9.PARKING SPACES:
RELIGIOUS ASSEMBLY (MAX. BUILDING OCCUPANCY OF 400)
EXISTING TO REMAIN:110 SPACES
REQUIRED: 1 SPACE / 5 SEATS IN ASSEMBLY AREA
80 SPACES
PROPOSED:38 SPACES
TOTAL:148 SPACES (10 ADA ACCESSIBLE, 138 STANDARD)