HomeMy WebLinkAbout1725-500693 - Site Plans_v1 (1)St
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
04.04.2025
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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 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
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
04.04.2025
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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.
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
04.04.2025
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40 0 20 40 80
SCALE: 1"=40'
NORTH
Know what's below.
before you dig.Call
R
EXISTING
CONDITIONS AND
DEMOLITION
PLAN
C100
CASTLE HAYNE ROAD (NC 133)
M
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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.
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 X ACCORDING TO FEMA FLOOD MAP: | NEW HANOVER COUNTY-CID:
372032 | PANEL: 2100 & 3100 | SUFFIX: K | EFFECTIVE DATE: 8/28/2018 |
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
GENERAL NOTES:
1.SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.
2.SEE SHEET C100 FOR EXISTING CONDITIONS AND DEMOLITION PLAN.
3.SEE SHEET C201 FOR ENLARGED SITE PLAN.
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
04.04.2025
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R
OVERALL
SITE PLAN
C200
CASTLE HAYNE ROAD (NC 133)
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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:
EXISTING TO REMAIN:110 SPACES
PROPOSED:38 SPACES
TOTAL PARKING:148 SPACES
(10 ADA ACCESSIBLE, 138 STANDARD)
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
ZONING: RA
USE: RESIDENCE
40'
30'
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
04.04.2025
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R
SITE PLAN
C201
STANDARD DUTY
ASPHALT PAVING (TYP)
24
'
9'
(TYP)18
'
(T
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CONCRETE SIDEWALK
(TYP)
CONCRETE SIDEWALK
AND CROSSWALK
PROPOSED DROP
INLET
100 LF OF 18" CLASS V
RCP @ 0.25%
DI 102
RIM 19.95
IE. ± 16.67
PROPOSED 24" FES
WITH RIP-RAP
IE. 14.5
POND SECURITY FENCE
(6' HT CHAIN LINK)
STORMWATER CONTROL
MEASURE (SCM) (SEE
DETAIL SHEETS)
DUMPSTER PAD W/
ENCLOSURE
12'
12
'
4'
PROPOSED FFEC
BUILDING
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
DI 103
RIM 19.98
IE. 16.92 88 LF OF 24" CLASS V
RCP @ 2.46%
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:
EXISTING TO REMAIN:110 SPACES
PROPOSED:38 SPACES
TOTAL PARKING:148 SPACES
(10 ADA ACCESSIBLE, 138 STANDARD)
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.
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
04.04.2025
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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
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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
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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
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#
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
04.04.2025
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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)
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8"
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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
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CONCRETE WHEELSTOP
±2
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-
6
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1'-
6
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6'CONCRETE APRON
WHEELSTOP CENTERED IN
PARKING SPACE (TYP.)
COMPACTED SUBGRADE
4"
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#5 REBAR @ 1'-6" DEPTH IN
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END AND RECESS FROM TOP OF
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AT 1'-0" FROM EACH END OF
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30'
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725-500693
04.04.2025
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SCALE: 1"=40'
NORTH
Know what's below.
before you dig.Call
R
LANDSCAPE PLAN
C600
CASTLE HAYNE ROAD (NC 133)
M
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12
QS
LEGEND
LANDSCAPE REQUIREMENTS:
STREET YARDS: N/A
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.CANOPY AND UNDERSTORY TREES TO BE INSTALLED IN ACCORDANCE TO DETAIL 1 THIS PAGE.
2.SHRUBS TO BE INSTALLED IN ACCORDANCE TO DETAIL 2 THIS PAGE.
3.GROUNDCOVERS TO BE INSTALLED IN ACCORDANCE TO DETAIL 3 THIS PAGE.
4.CONTRACTOR TO SUBMIT PHOTOS OF PLANT MATERIAL AS SHOP DRAWINGS FOR APPROVAL.
5.ANY PROPOSED PLANT SPECIES SUBSTITUTIONS MUST BE REQUESTED IN WRITING TO THE DESIGNER
OF RECORD FOR APPROVAL.
6.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 17 Rhododendron 'Gumpo' Series / Satsuki Azaleas
#5 Container 4` O.C.18-24" HT.Ilex glabra / Inkberry Holly
TURF
BERMUDA SOD
QP 22 Quercus phellos / Willow Oak Full Matched Specimen
IG 10
#5 Container 4` O.C.18-24" HT.
PLANTBSCHEDULE
QP
22
IG
10
MG
6
AZ
17
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
2
PC
3
B & B 2"-2.5" Cal.8-10` HT.CM 2 Lagerstroemia / Crape Myrtle
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:
EXISTING TO REMAIN:110 SPACES
PROPOSED:38 SPACES
TOTAL PARKING:148 SPACES
(10 ADA ACCESSIBLE, 138 STANDARD)