HomeMy WebLinkAboutSidbury Phase 2 TRC SUBMITTAL102
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243 North Front Street
Wilmington, North Carolina 28401
Phone: (910)343-1048 , Fax: (910)251-8282
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NEW HANOVER COUNTY, NC
SIDBURY STATION - PHASE 2
APRIL 29, 2022
Know what's below.
before you dig.Call
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PROJECT DATA
NAME OF PROJECT:
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
OWNER:
D. R. HORTON
131 RACINE DRIVE, SUITE 201
WILMINGTON, NC 28403
DEVELOPER:
D.R. HORTON
131 RACINE DRIVE, SUITE 201
WILMINGTON, NC 28403
CONTACT: IAN FLANNERY
PREPARED BY:
MCKIM & CREED, INC
243 NORTH FRONT ST
WILMINGTON, NC 28401
PHONE: (910)343-1048
FAX: (910)251-8282
CONTACT: RICHARD A. MOORE, PE
EMAIL: RAMOORE@MCKIMCREED.COM
COUNTY AND AGENCY CONTACTS
A.New Hanover County Planning
Planning and Land Use
230 Government Center Drive, Suite 110
Wilmington, NC 28403
(910)798-7165
B.New Hanover County Engineering
230 Government Center Drive, Suite 160
Wilmington, NC 28402-1810
(910) 798-7051
C.New Hanover County
Sediment and Erosion Control
230 Government Center Drive, Suite 160
Wilmington, NC 28403
(910) 798-7432
D.Cape Fear Public Utility Authority
235 Government Center Drive
Wilmington, NC 28403
(910) 332-6626
VICINITY MAP
NOT TO SCALE
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SIDBURY
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PHASE 1 PHASE 2 FUTURE
PHASE 3
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131 Racine Drive, Suite 201
Wilmington, North Carolina 28403
Phone: (843) 709-0752
TECHNICAL REVIEW COMMITTEE SUBMITTAL
PHASE 2
PROJECT BOUNDARY
License: F-1222
www.mckimcreed.com
SHEET INDEX
Sheet Number Sheet Title Sheet Description
1 G-001 COVER
2 G-002 GENERAL NOTES
3 G-003 ROADWAY CLASSIFICATIONS
4 G-004 TYPICAL LOT AND STREET SECTIONS
5 CX-101 OVERALL EXISTING CONDITIONS
6 CX-102 EXISTING CONDITIONS
7 CX-103 EXISTING CONDITIONS
8 CX-104 EXISTING CONDITIONS
9 CE-100 OVERALL EROSION CONTROL PLAN
10 CE-101 ENLARGED PH-1 EROSION CONTROL
11 CE-102 ENLARGED PH-1 EROSION CONTROL
12 CE-103 ENLARGED PH-1 EROSION CONTROL
13 CE-104 ENLARGED PH-1 EROSION CONTROL
14 CE-105 ENLARGED PH-1 EROSION CONTROL
15 CE-106 ENLARGED PH-2 EROSION CONTROL
16 CE-107 ENLARGED PH-2 EROSION CONTROL
17 CE-108 ENLARGED PH-2 EROSION CONTROL
18 CE-109 ENLARGED PH-2 EROSION CONTROL
19 CE-110 ENLARGED PH-2 EROSION CONTROL
20 CS-100 OVERALL SITE PLAN
21 CS-101 ENLARGED SITE PLAN
22 CS-102 ENLARGED SITE PLAN
23 CS-103 ENLARGED SITE PLAN
24 CS-104 ENLARGED SITE PLAN
25 CS-105 ENLARGED SITE PLAN
26 CS-106 CURVE DATA
27 CG-100 OVERALL GRADING & STORMWATER PLAN
28 CG-101 ENLARGED GRADING & STORMWATER PLAN
29 CG-102 ENLARGED GRADING & STORMWATER PLAN
30 CG-103 ENLARGED GRADING & STORMWATER PLAN
31 CG-104 ENLARGED GRADING & STORMWATER PLAN
32 CG-105 ENLARGED GRADING & STORMWATER PLAN
33 CU-100 OVERALL UTILITY PLAN
34 CU-101 ENLARGED UTILITY PLAN
35 CU-102 ENLARGED UTILITY PLAN
36 CU-103 ENLARGED UTILITY PLAN
37 CU-104 ENLARGED UTILITY PLAN
38 CU-105 ENLARGED UTILITY PLAN
39 CU-701 PLAN & PROFILE - ROAD I
40 CU-702 PLAN & PROFILE - ROAD M STA 10+00 TO STA 18+000
41 CU-703 PLAN & PROFILE - ROAD M STA 18+00 TO STA 30+00
42 CU-704 PLAN & PROFILE - ROAD M STA 30+00 TO STA 36+35.5
43 CU-705 PLAN & PROFILE - ROAD L STA 20+20 TO STA 32+50
44 CU-706 PLAN & PROFILE - ROAD L STA 32+50 TO STA 38+23.4
45 CU-707 PLAN & PROFILE - ROAD O STA 10+00 TO STA 20+90
46 CU-708 PLAN & PROFILE - ROAD N STA 10+00 TO STA 21+00
47 CU-709 PLAN & PROFILE - ROAD N STA 20+50 TO STA 32+00
48 CU-710 PLAN & PROFILE - ROAD N STA 30+00 TO STA 34+80
49 CU-711 PLAN & PROFILE - ROAD P STA 10+00 TO STA 18+00
50 CU-712 PLAN & PROFILE - ROAD P STA 18+00 TO STA 23+40
51 CU-713 PLAN & PROFILE - ROAD K STA 12+00 TO STA 16+73
52 CL-100 OVERALL LANDSCAPE PLAN
53 CL-101 ENLARGED LANDSCAPE PLAN
54 CL-102 ENLARGED LANDSCAPE PLAN
55 CL-103 ENLARGED LANDSCAPE PLAN
56 CL-104 ENLARGED LANDSCAPE PLAN
57 CL-105 ENLARGED LANDSCAPE PLAN
58 CS-501 SITE DETAILS
59 CE-501 EROSION CONTROL DETAILS
60 CE-502 EROSION CONTROL DETAILS
61 CE-503 EROSION CONTROL DETAILS
62 CG-501 STORM DRAIN DETIALS
63 CG-502 STORM DRAIN DETAILS
64 CG-503 STORM DRAIN DETAILS
65 CG-504 STORM DRAIN DETAILS
66 CU-501 UTILITY DETAILS
67 CU-502 UTILITY DETAILS
68 CU-503 UTILITY DETAILS
69 CU-504 UTILITY DETAILS
70 CU-505 UTILITY DETAILS
71 CU-506 UTILITY DETAILS
72 CL-501 LANDSCAPE DETAILS
73 CN-501 SCM 5 DETAILS
74 CN-502 SCM 6 DETAILS
75 CN-503 SCM 7 DETAILS
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CONSTRUCTION NOTES
1.CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY STANDARDS AND
SPECIFICATIONS.
2.CONTRACTOR IS FULLY RESPONSIBLE FOR ACQUIRING THE LOCATION OF EXISTING UTILITIES FROM THE APPROPRIATE
PARTIES PRIOR TO CONSTRUCTION.
3.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAGMEN, ETC. AS NECESSARY TO ENSURE SAFETY TO
THE PUBLIC.
4.THESE DRAWINGS SHOW INFORMATION OBTAINED FROM THE AVAILABLE RECORDS REGARDING PIPES, CONDUITS,
TELEPHONE LINES, AND OTHER STRUCTURES AND CONDITIONS WHICH EXIST ALONG THE LINES OF WORK AND BELOW THE
SURFACE OF THE GROUND. THE OWNER AND ENGINEER DISCLAIM ANY RESPONSIBILITIES FOR THE ACCURACY OR
COMPLETENESS OF SAID INFORMATION, AND SUCH INFORMATION IS BEING SHOWN ONLY FOR THE CONVENIENCE OF THE
CONTRACTOR WHO MUST VERIFY THE INFORMATION TO HIS OWN SATISFACTION DURING THE BIDDING AND CONSTRUCTION
PHASES. IF THE CONTRACTOR RELIES ON SAID INFORMATION, HE DOES SO AT HIS OWN RISK. THE GIVING OF THE
INFORMATION ON THE CONTRACT DRAWINGS WILL NOT RELIEVE THE CONTRACTOR OF HIS OBLIGATIONS TO SUPPORT
AND PROTECT ALL PIPES, CONDUITS, TELEPHONE LINES, AND OTHER STRUCTURES, WHETHER ABOVE OR BELOW GRADE.
5.SHOULD ANY DAMAGE OCCUR TO EXISTING UTILITIES, IT SHALL BE REPAIRED SOLELY AT THE CONTRACTOR'S EXPENSE.
6.THE CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION OF UNDERGROUND UTILITIES. TEST
PITTING OF EXISTING LINES PRIOR TO CONSTRUCTION, IF NECESSARY, SHALL BE COORDINATED WITH THE OWNER.
7.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, PROJECT SPECIFICATIONS, AND
LOCAL BUILDING CODES.
8.ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE DRAINAGE AND STABILIZED WITH TOPSOIL,
SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL, SEEDING, AND MULCH SHALL BE REPEATED UNTIL SETTLEMENT
SUBSIDES. (SEE EROSION AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.)
9.WATER MAINS WILL BE INSTALLED AT A DEPTH THAT WILL PROVIDE 36" COVER OVER THE PIPES BELOW PROPOSED GRADE
UNLESS SHOWN OTHERWISE ON THESE PLANS OR DIRECTED OTHERWISE BY THE ENGINEER.
10.ALL WATER VALVES, BOXES, AND FIRE HYDRANT ASSEMBLES SHALL BE SET AND ADJUSTED TO FINISHED GRADE.
11.THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, BOTH TEMPORARY AND PERMANENT.
12.THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SURVEY CONTROL PRIOR TO STAKING OUT CONSTRUCTION.
ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH WORK.
13.ANY PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED SOLELY AT THE
CONTRACTOR'S EXPENSE.
14.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FROM THESE PLANS.
15.FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6 FEET FROM BACK OF CURB AND SHALL HAVE A CLEAR
SPACE OF 3 FEET FROM ANY PERMANENT STRUCTURE PER CFPUA STANDARDS.
16.ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY SECTIONS 1016 AND 1018 OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS AND STRUCTURES. SEE
SECTION FOR PLACEMENT AND COMPACTION INFORMATION.
17.THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED IN THE FINAL DRAINAGE SYSTEM AND
AGREE ON THE CONDITION OF THE PIPES PRIOR TO CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES DURING
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE PIPE(S).
18.EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING UNDERCUT EXCAVATION SHALL NOT BE
USED AS FILL MATERIAL AND SHALL BE DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S EXPENSE. THE
CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND FEES FOR DISPOSAL.
19.ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED REGARDLESS OF DEPTH. BURIAL OF ORGANIC
MATERIAL WITHIN THE PROJECT LIMITS IS NOT PERMITTED. OPEN BURNING OF DOWNED TREES AND STUMPS IS NOT
PERMITTED. CHIPPED MATERIALS MUST BE REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT OR TOPSOIL.
20.THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF-SITE SPOIL AREAS FOR DISPOSAL OF EXCESS AND/OR
UNSUITABLE MATERIALS AS NECESSARY. OFF-SITE SPOIL AREAS MUST BE SUBMITTED TO THE ENGINEER AND APPLICABLE
REGULATORY AGENCIES PRIOR TO UTILIZATION BY THE CONTRACTOR. NO AREAS DESIGNATED AS WETLANDS WILL BE
PERMITTED FOR USE AS A DISPOSAL SITE. THE CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE ENGINEER THAT NO
WETLANDS WILL BE IMPACTED. THE ENGINEER WILL NOT CONSIDER ANY DELAYS OR MONETARY CLAIMS OF ANY NATURE
RESULTING FROM THE CONTRACTOR'S FAILURE OR DIFFICULTY IN FINDING NECESSARY DISPOSAL SITES TO MEET THE
TIME FRAMES AND CAPACITIES REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANS, PERMITS, EROSION
AND SEDIMENT CONTROL MEASURES, ETC. REQUIRED BY THE APPROPRIATE REGULATORY AGENCIES FOR UTILIZING
OFF-SITE SPOIL AREAS. THE CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT ALL REQUIRED PERMITS HAVE BEEN
OBTAINED PRIOR TO UTILIZING THE OFF-SITE SPOIL AREAS. ALL COSTS FOR PROCURING AND UTILIZING THE OFF-SITE
SPOIL AREAS ARE TO BE INCIDENTAL TO THE BASE BID.
UTILITY COMPANY CONTACTS
DUKE/PROGRESS ENERGY: SID LIVINGSTON/MARK HATFIELD (910) 452-2777
DUKE ENERGY (TRANSMISSION): BILL WILDER (910) 772-4903
AT&T: JAMES BATSON (910) 452-5300
SPECTRUM: ROBERT JOHN (910) 216-4494
PIEDMONT NATURAL GAS: PAUL GONKA (910) 512-2841
DJ MEDEIROS (910) 431-3233
CAPE FEAR PUBLIC UTILITY AUTHORITY: (910) 332-6550
MATERIALS AND EASEMENT NOTES:
1.ALL CATCH BASINS ARE NCDOT STD 840.02, 840.03
2.ALL DROP INLETS ARE NCDOT STD 840.14, 840.16
3.ALL STORM DRAINAGE PIPING TO BE HP STORM OR HDPE, UNLESS OTHERWISE NOTED
4.ALL STORM DRAINAGE PIPING CONVEYING DISCHARGE FROM THE PUBLIC RIGHT-OF-WAY SHALL BE CONTAINED
WITHIN A PUBLIC DRAINAGE EASEMENT WHOSE WIDTH IS DETERMINED BY THE DEPTH OF BURY
5.ALL SANITARY SEWER LINES AND WATERLINES SHALL BE C-900 PVC, UNLESS OTHERWISE NOTED AND MEET CAPE
FEAR PUBLIC UTILITY SPECIFICATIONS
6.A PUBLIC UTILITY EASEMENT SHALL BE RESERVED WITHIN THE STREET RIGHT-OF-WAY. A 10' NON-MUNICIPAL
EASEMENT SHALL BE RESERVED ALONG BOTH SIDES OF ALL STREETS
7.WATER AND SANITARY SEWER UTILITIES ARE PUBLIC - CAPE FEAR PUBLIC UTILITY AUTHORITY
EXCAVATION, GRADING, AND BACKFILLING NOTES
1.ANY UNDERCUTTING IN GOOD SOIL SHALL BE REPLACED AND THE REPLACEMENT MATERIAL SHALL BE COMPACTED TO
NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT, AS DETERMINED BY THE
ASTM D 698 STANDARD PROCTOR TEST METHOD. IN THE EVENT THAT MATERIAL ENCOUNTERED AT PIPE GRADE,
SUBGRADE OF PARKING OR ROADWAYS AND SUBGRADE OF BUILDING FOUNDATIONS IS FOUND TO BE SOFT, SPONGY,
OR IN ANY OTHER WAY UNSUITABLE, THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER IMMEDIATELY.
SUCH UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH AS SPECIFIED BY THE GEOTECHNICAL ENGINEER AND
REPLACED WITH A MINIMUM OF SIX (6) INCHES OF STONE, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
2.BEFORE BACKFILLING IS COMMENCED OVER PIPES AND OTHER INSTALLATIONS, EARTH FILL SHALL BE SOLIDLY TAMPED
AROUND AND ABOVE THE PIPE TO A DEPTH OF ONE (1) FOOT ABOVE THE TOP OF THE PIPE. CARE SHALL BE TAKEN TO
PREVENT ANY DISTURBANCE TO THE PIPE OR DAMAGE TO NEWLY MADE JOINTS. THE FILLING OF THE TRENCH SHALL BE
CARRIED OUT SIMULTANEOUSLY ON BOTH SIDES OF THE PIPES IN SUCH A MANNER THAT INJURIOUS SIDE PRESSURES
DO NOT OCCUR.
3.THE MATERIAL FOR BACKFILLING SHALL BE FREE FROM ALL PERISHABLE AND OBJECTIONABLE MATERIALS. BEFORE
PLACING ANY BACKFILL, ALL RUBBISH, FORM, BLOCKS, WIRES OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED
FROM EXCAVATION. THE BACK-FILLING OVER PIPES SHALL BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK AND
COMPACTED TO A MINIMUM DENSITY OF NINETY-FIVE (95) PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY
THE MODIFIED PROCTOR COMPACTION TEST TO A DEPTH OF 12 INCHES BELOW FINISHED GRADE. THE LAST 12 INCHES
OF BACKFILL SHALL BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK AND COMPACTED TO A MINIMUM DENSITY OF
NINETY-EIGHT (98) PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION
TEST.
STORM DRAINAGE AND GRADING NOTES
1.IN ACCORDANCE WITH NC GENERAL STATUTES, NPDES REGULATIONS, AND NCDENR REQUIREMENTS, STORMWATER
DISCHARGE OUTFALLS SHALL BE INSPECTED BY THE CONTRACTOR. INSPECTIONS SHALL BE PERFORMED BY THE
CONTRACTOR AFTER EACH STORM EVENT OF 1/2 INCH OR GREATER, WITH ONE WEEKLY INSPECTION MINIMUM.
NCDENR STANDARD INSPECTION REPORTS SHALL BE PREPARED AND SIGNED WITH COPIES PROVIDED TO THE OWNER,
ARCHITECT, AND ENGINEER, BY THE CONTRACTOR.
2.INLET PROTECTION SHALL BE INSTALLED AROUND OUTFALL. DEVICES SHALL BE CONSTRUCTED TO FINAL PROPOSED
CONDITION UPON STABILIZATION OF CONTRIBUTING GROUND SURFACES AND REMOVAL OF SEDIMENT FROM STORM
PIPES.
3.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO
PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE
PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
4.UNLESS OTHERWISE NOTED, GRADES AND SPOT ELEVATIONS NOTED ON PLANS INDICATE FINISHED GRADE OR
PAVEMENT SURFACE. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE INDICATED.
5.COORDINATION WITH CITY SURVEYOR TO DETERMINE MONUMENTATION IS REQUIRED. NOTE ON PLANS.
6.CONTRACTOR TO COORDINATE WITH CITY OF WILMINGTON CONSTRUCTION INSPECTOR TO ENSURE EDGE OF CATCH
BASIN GRATES ALIGN WITH TRAVEL LANE AS REQUIRED.
NOTE (G.S. 113A-57 (2))
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
EROSION CONTROL NOTES
1.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
2.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF
STATE LAW AND IS SUBJECT TO A FINE. ANY BUILDER THAT ANTICIPATED THE DISTURBANCE OF MORE
THAN ONE ACRE WILL BE REQUIRED TO GET AN EROSION CONTROL PERMIT FROM NEW HANOVER
COUNTY.
3.GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
4.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF NEW HANOVER COUNTY.
5.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
6.ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, ENGINEER, AND
OWNER.
7.IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER IS SHORTER), ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED.
8.WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT AND REPAIR, AS
NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
9.ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE COMPLETE PRIOR TO ANY
RAIN EVENT.
FIRE PROTECTION NOTES
1.FIRE SPRINKLERS WILL BE PROVIDED FOR BUILDING.
2.HYDRANT MUST BE WITHIN 150' OF THE FDC.
3.THE FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT.
4.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE
MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC.
5.HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB.
6.COMBUSTIBLE MATERIALS MAY NOT BE STORED OR ERECTED ONSITE WITHOUT CITY FIRE INSPECTOR APPROVAL.
7.NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF THE BUILDING(S).
8.UNDERGROUND FIRE LINE AND PRIVATE WATER MAINS MUST BE PERMITTED AND INSPECTED BY NEW HANOVER COUNTY FIRE
DEPARTMENT FROM THE PUBLIC RIGHT-OF-WAY TO THE BUILDING. CONTACT NEW HANOVER COUNTY FIRE DEPARTMENT AT
910-798-7420.
9.A MINIMUM OF 5' SHALL SEPARATE UNDERGROUND FIRE LINES OR PRIVATE WATER MAINS FROM UNDERGROUND UTILITIES
10.CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.
11.ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROUND CONSTRUCTION SITE AT ALL TIMES.
12.FIRE HYDRANTS ARE TO BE INSTALLED PER CFPUA SPECIFICATIONS.
EROSION CONTROL MAINTENANCE PLAN:
1.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND REPAIRED, AS NECESSARY, EVERY
SEVEN (7) DAYS AND WITHIN 24 HOURS OF EVERY ONE-HALF (0.5) INCH OR GREATER RAINFALL.
2.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION
UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.
ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION
AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
3.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP. THE
SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
4.ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN
THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
5.STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR
SEDIMENT IS TRACKED ON TO THE PAVEMENT. STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF
#4 STONE TO MAINTAIN 6 INCH DEPTH. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS
REQUIRED.
6.INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1
2 INCH OR GREATER)
RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT
COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK
DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY.
IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING
A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.REMOVE SEDIMENT ACCUMULATED BEHIND
THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN
THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM.
ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
7.INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2" OR GREATER)
RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL
DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA
WITH SEDIMENT CONTROLS.
8.CHECK THE SEDIMENT BASIN 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 RISER AND POOL AREA.
9.INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" 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. INLET PROTECTION SHOULD BE CLEANED OUT WHEN IT IS HALF FULL.
10.INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE,
TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT
REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEAN OUT. SEDIMENT
DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE
AREAS HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS,
BRING THE AREA TO GRADE, AND STABILIZE IT.
11.INSPECT THE SKIMMER FOR CLOGGING. PULL THE SKIMMER TO THE SIDE OF THE BASIN AND REMOVE ANY
DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER AND THE ARM OR BARREL PIPE FOR CLOGGING; IF
CLOGGED, REMOVE THE DEBRIS.
12.INSPECT PERMANENT AND TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE
THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
13.INSPECT WATTLES ONCE A WEEK AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT AND
REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE
CHANNEL WHEN NEEDED. CORRECT ALL DAMAGE FROM SUBMERGENCE AND DEPOSITION ABOVE THE CHECK
DAM/WADDLE AND EROSION FROM HIGH FLOWS AROUND EDGES OF DAM IMMEDIATELY.IF SIGNIFICANT EROSION
OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL PER
NCDENR PRACTICE 6.31. REMOVE SEDIMENT ACCUMULATION BEHIND THE DAMS AS NEEDED TO PREVENT
DAMAGE TO THE CHANNEL VEGETATION/LINING, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK
DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM/WADDLE. ADD STONES TO CHECK
DAMS AND REPAIR/REPLACE WATTLES AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
14.INSPECT SILT FENCE ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE
IT IMMEDIATELY. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5
FEET DEEP. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
15.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, OF IF STONES HAVE BEEN
DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR OR REPLACE
RIPRAP AS REQUIRED TO MAINTAIN EFFECTIVENESS. CONTROL WEED AND BRUSH GROWTH AS NEEDED.
16.IF PROPOSED STORMWATER CONTROL MEASURES ARE USED AS SEDIMENT BASINS DURING CONSTRUCTION,
THEN PRIOR TO SCM CERTIFICATION THE CONTRACTOR SHALL CLEAN THE SEDIMENT FROM THE SCM, INSTALL
FOREBAY BERM, INSTALL EMERGENCY OUTFALL MEASURES, AND GENERALLY BRING THE SCM INTO
COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND NCDEQ RULES AND REGULATIONS.
17.INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM
THE FLOW AREA AND REPAIR THE DIKE. CHECK OUTLETS, AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID
GULLY FORMATION. WHEN THE AREA ABOVE THE TEMPORARY DIVERSION DIKE IS PERMANENTLY STABILIZED,
REMOVE THE DIKE, AND FILL AND STABILIZE THE CHANNEL TO BLEND WITH THE NATURAL SURFACE.
DEMOLITION NOTES
1.THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD DEMOLITION CONDITIONS.
2.THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL DEMOLISHED DEBRIS ASSOCIATED WITH THE
PROJECT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
3.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST GENERATED BY THE WORK, INCLUDING BUT NOT LIMITED TO
DEMOLITION AND CONSTRUCTION ACTIVITIES, SITE VEHICULAR TRAFFIC AND RELATED OPERATIONS.
4.THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTING UTILITIES LOCATED PRIOR TO BEGINNING ANY DEMOLITION.
CONTRACTOR SHALL CONTACT NC ONE CALL AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION
TO HAVE EXISTING UTILITIES LOCATED.
5.EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON FIELD SURVEY
AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BEGINNING
RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE AND ENGINEER
IMMEDIATELY.
6.THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF DISCONNECTING AND ABANDONING ALL EXISTING
UTILITIES WITH THE OWNER UNLESS OTHERWISE NOTED. ALL EXISTING UTILITIES AND ASSOCIATED PIPING, ETC. NOT IN
USE ON THE SITE SHALL BE PROPERLY ABANDONED AND REMOVED AS REQUIRED. COORDINATE WITH THE OWNER.
7.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING UTILITIES THAT REMAIN IN SERVICE DURING
DEMOLITION.
8.THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS AND SLOPES ON AND OFF SITE IN
ACCORDANCE WITH THE EROSION CONTROL MEASURES SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS. THE
CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHO IS RESPONSIBLE FOR PROVIDING THE
PERMANENT STABILIZATION MEASURES AND THE TYPE OF PERMANENT MEASURES PRIOR TO BEGINNING DEMOLITION AND
CONSTRUCTION. THE PERMANENT STABILIZATION MEASURES SHALL BE IN PLACE AND ACCEPTABLE TO THE OWNER'S
REPRESENTATIVE AND ENGINEER PRIOR TO PROJECT CLOSEOUT. COORDINATE INSPECTION WITH THE OWNER AND
ENGINEER PRIOR TO PROJECT CLOSEOUT.
9.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING THE ENGINEER FOR THE REQUIRED
INSPECTIONS ON THE PROJECT.
10.WETLANDS DO EXIST ON SITE. WETLANDS WILL NOT BE DISTURBED DURING CONSTRUCTION OF THIS PROJECT.
UTILITY NOTES
1.SCHEDULE A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY AUTHORITY 48 HOURS PRIOR
TO CONSTRUCTION OF WATER AND SEWER LINES.
2.WATER AND SANITARY SEWER UTILITY MAINS ARE PRIVATE BEYOND THE PUBLIC STREET RIGHT-OF-WAY.
3.THIS PROJECT SHALL COMPLY WITH THE CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER
METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND NCDENR HAS ISSUED THE "FINAL
APPROVAL".
4.ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CFPUA WATER SHALL
HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO CFPUA AND APPROVED BY USCFCCCHR OR
ASSE.
5.BACKFLOW PREVENTION AND METERS WILL BE PROVIDED FOR BOTH FIRE LINES (RPDA) AND DOMESTIC
SERVICE (RPZ). FIRE LINE BACKFLOW PREVENTER AND DOMESTIC SERVICE BACKFLOW PREVENTER WILL
BE LOCATED AS SHOWN ON THE UTILITY PLANS. INSTALLER OF BACKFLOW PREVENTERS MUST CONTACT
CFPUA PRIOR TO INSTALLING UNITS TO GIVE CFPUA THE OPTION TO VERIFY INSTALLATION PROCEDURES.
5.1.REDUCED PRESSURE PRINCIPLE ASSEMBLY FOR DOMESTIC WATER SERVICE
5.2.REDUCE PRESSURE DETECTOR ASSEMBLY WILL BE UTILIZED FOR THE BACKFLOW PREVENTER ON
THE FIRE SERVICE.
6.IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE FOR THIS
SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE
DEVELOPER'S SIDE OF THE WATER METER BOX.
7.WATER: 1.5" AND 2" PVC SERVICES SHALL BE CONSTRUCTED USING ASTM D2241, IPS, GASKETED PIPE, SDR
21. 4"-12" PVC MAINS AND SERVICES SHALL BE CONSTRUCTED USING AWWA C-900 PVC, CL235 (DR-18).
REQUIREMENTS OF AWWA C900 ELASOMERIC PUSH-ON JOINTS.
8.SANITARY SEWER: FOR PIPE SIZES 4" AND 6" PIPE SHALL BE SCH 40 CONFORMING TO THE REQUIREMENTS
OF ASTM D1785 WITH SOLVENT WELD JOINTS CONFORMING TO ASTM D2672. FOR PIPE SIZES 8" THROUGH
12", PIPE SHALL BE CLASS 150, DR18 CONFORMING TO THE REQUIREMENTS OF AWWA C900 WITH
ELASTOMERIC PUSH-ON JOINTS CONFORMING TO ASTM D3212 OR ASTM D3139.
9.WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL ENGINEER'S CERTIFICATION
AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL" ISSUED BY PUBLIC WATER SUPPLY SECTION OF
NCDENR AND "FINAL ENGINEERING CERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY OF NCDENR.
10.WATERLINE TRACER WIRE: SEE CFPUA DETAIL WD-17.
11.SITE UTILITY CONTRACTOR TO PROVIDE WATER AND SANITARY SEWER SERVICE TO WITHIN 5 FEET OF THE
BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN CONNECTIONS WITH THE ARCHITECTURAL
BUILDING PLANS.
12.MAXIMUM BENDING RADIUS FOR 8" C-900 PVC WATER MAIN BENDS IS 380' (ONE-HALF MANUFACTURER'S
RECOMMENDED ALLOWABLE LONGITUDINAL BENDING).
13.UNDERGROUND UTILITIES: ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND, EXCEPT WHERE SUCH
PLACEMENT IS PROHIBITED OR DEEMED IMPRACTICAL BY THE UTILITY PROVIDER. UNDERGROUND
TERMINAL FACILITIES FOR STREET LIGHTING ALONG THE PUBLIC STREETS ABUTTING THE SUBJECT SITE
SHALL BE INSTALLED BY THE DEVELOPER.
14.MINIMUM OF 36" COVERAGE ABOVE ALL WATERMAINS.
15.MINIMUM OF 36" VERTICAL SEPARATION BETWEEN WATERLINES AND STORMDRAIN CURB INLETS
16.A VARIANCE IS NOT ANTICIPATED FROM ANY NORTH CAROLINA DIVISION OF WATER QUALITY (DWQ)
REQUIREMENT.
17.PLANS ARE IN COMPLIANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY TECHNICAL STANDARDS AND
SPECIFICATIONS.
RELATION OF WATER MAINS TO SANITARY SEWERS:
1.LATERAL SEPARATION OF SANITARY SEWERS AND WATER MAINS: WATER MAINS SHALL BE LAID AT LEAST 10
FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL CONDITIONS OR BARRIERS
PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH CASE:
1.1.THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE
WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, OR
1.2.THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT
ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND ABOVE THE TOP OF THE SEWER.
2.CROSSING A WATER MAIN OVER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO
CROSS OVER A SEWER THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF
THE WATER MAIN IS AT LEAST 24 INCHES ABOVE THE TOP OF THE SEWER MAIN. UNLESS LOCAL
CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE
WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE
POINT OF CROSSING.
3.CROSSING A WATER MAIN UNDER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO
CROSS UNDER A SEWER MAIN BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF
FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10
FEET ON EACH SIDE OF THE POINT OF CROSSING.
4.CROSSING A SEWER MAIN/WATER MAIN OVER OR UNDER A STORM DRAIN: WHENEVER IT IS NECESSARY
FOR A SEWER MAIN/WATER MAIN TO CROSS A STORM DRAIN PIPE, THE SEWER MAIN/WATER MAIN SHALL BE
LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER MAIN/WATER MAIN NEAREST TO THE
OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 24 INCH CLEAR SEPARATION DISTANCE
HORIZONTAL, OR THE SEWER MAIN/WATER MAIN SHALL EITHER BE CONSTRUCTED OF DUCTILE IRON PIPE
OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT LEAST 5 FEET ON EITHER SIDE OF THE
CROSSING.
G-002
2
N/A
N/A
GENERAL NOTES
CONSTRUCTION SEQUENCE:
1.OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING ACTIVITY.
2.HOLD A PRE-CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR.
3.INSTALL GRAVEL CONSTRUCTION ENTRANCE, COMMENCE CLEARING AND ROUGH GRADING OPERATIONS TO ESTABLISH
TEMPORARY DIVERSION DITCHES, AND SEDIMENT BASINS.
4.ROUGH GRADE ROADWAY AND SITE.
5.INSTALL STORM DRAINAGE SYSTEM WITH INLET PROTECTION DEVICES.
6.CONSTRUCT UNDERGROUND UTILITIES (WATER AND SANITARY SEWER).
7.PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL UNDERGROUND UTILITIES AND
PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE STABILIZED WITH TEMPORARY VEGETATIVE COVER.
8.STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED.
9.ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED, REMOVE TEMPORARY EROSION
CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT BASIN AND RESTORE TO ORIGINAL DIMENSIONS.
TREE PROTECTION NOTES
1.PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED
AROUND PROTECTED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR
VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
2.NO LAND DISTURBANCE, INCLUDING TREE REMOVAL, IS TO OCCUR OUTSIDE THE PROJECT BOUNDARY SHOWN ON
THE PLANS, UNLESS OTHERWISE NOTED. TREE PROTECTION FENCING IS SHOWN OUTSIDE OF PROJECT BOUNDARY
FOR PROTECTION OF EXISTING TREES IN CLOSE PROXIMITY TO PROPOSED CONSTRUCTION.
3.PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT AND
CONTRACTOR SHALL RECEIVE ADEQUATE INSTRUCTIONS ON TREE PROTECTION METHODS.
4.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE
PROTECTION REQUIREMENTS AND METHODS.
5.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN
INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT.
6.ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITH FENCING AND
PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING OF
MATERIALS WILL OCCUR IN THOSE AREAS.
7.REGULATED AND SIGNIFICANT TREES IN THE STREET YARD AND ANY TREES IN ANY REQUIRED BUFFERS SHALL TO
BE RETAINED [62.1-3(1) (A) & (B)].
CAPE FEAR PUBLIC UTILITY AUTHORITY CONSTRUCTION PROCEDURE:
1.THE DESIGN ENGINEERING SHALL SUBMIT 3 SETS OF FINAL DESIGN PLANS AND APPROVED SPECIFICATIONS PRIOR TO
SCHEDULING THE PRE-CONSTRUCTION MEETING.
2.SUBMITTALS FOR MATERIALS SHOULD BE MADE IN ACCORDANCE WITH CFPUA SPECIFICATION SECTION 01340.
MATERIAL SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL PHYSICAL ASSETS TO ENSURE THEY COMPLY WITH
CFPUA TECHNICAL SPECIFICATIONS AND DETAILS. THESE SUBMITTALS ARE PROJECT-SPECIFIC, AND MUST INCLUDE OR
HIGHLIGHT ONLY THE SPECIFIC MATERIALS TO BE USED IN THE PROJECT. THE SUBMITTAL APPROVAL PROCESS IS
GENERALLY AS FOLLOWS:
MATERIAL VENDOR FURNISHES SUBMITTALS TO THE CONTRACTOR BASED ON THE PROJECT REQUIREMENTS.
CONTRACTOR REVIEWS THE SUBMITTALS FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DRAWINGS,
CFPUA TECHNICAL SPECIFICATIONS AND DETAILS, AND FORWARDS TO THE DEVELOPER’S ENGINEER-OF-RECORD
WHEN COMPLETE.
THE DEVELOPER'S ENGINEER-OF-RECORD VERIFIES COMPLIANCE, STAMPS AND SIGNS THE SUBMITTAL, AND FORWARDS
THE PACKAGE TO THE CFPUA CONSTRUCTION MANAGER. IF IT IS DETERMINED THAT THE MATERIAL SHOP DRAWING
SUBMITTAL IS NOT IN COMPLIANCE, THE ENGINEER SHALL RETURN IT TO THE CONTRACTOR FOR CORRECTION AND
RESUBMISSION AS NOTED ABOVE.
CFPUA’S CONSTRUCTION MANAGER REVIEWS THE SUBMITTAL FROM THE DEVELOPER’S ENGINEER-OF-RECORD,
VERIFIES COMPLIANCE, AND NOTIFIES THE ENGINEER THAT THE MATERIALS ARE APPROVED FOR CONSTRUCTION. IF IT
IS DETERMINED THAT THE MATERIAL SHOP DRAWING SUBMITTAL IS NOT IN COMPLIANCE, THE SUBMITTAL WILL BE
RETURNED TO THE ENGINEER FOR CORRECTION AND RESUBMISSION AS NOTED ABOVE.
3.ANY REQUEST FOR DEVIATIONS FROM THE STAMPED DRAWINGS AND MATERIAL SUBMITTALS MUST BE SUBMITTED TO
THE CFPUA CONSTRUCTION MANAGER. THE DEVIATION WILL BE REVIEWED BY CFPUA STAFF. THE ENGINEER,
CONTRACTOR AND CFPUA INSPECTOR WILL BE NOTIFIED IF IT IS APPROVED, NEEDS TO BE REVISED AND RESUBMITTED
OR REJECTED. ANY CHANGES TO THE STAMPED CONSTRUCTION DOCUMENTS MADE IN THE FIELD BY THE CONTRACTOR
MUST BE APPROVED BY THE ENGINEER OF RECORD AND CFPUA CONSTRUCTION MANAGER. THE CFPUA INSPECTOR
CANNOT APPROVE MAJOR CHANGES FROM THE STAMPED CONSTRUCTION DOCUMENTS.
4.THE CFPUA INSPECTOR SHALL BE NOTIFIED WHEN ANY MATERIAL IS DELIVERED TO THE JOB SITE. THE CFPUA
INSPECTOR WILL VERIFY THAT ALL MATERIALS MEET CFPUA SPECIFICATIONS, DETAILS, AND/OR APPROVED SUBMITTAL.
THE CFPUA INSPECTOR WILL NOTIFY THE CONTRACTOR AND THE CFPUA CONSTRUCTION MANAGER OF ANY
UNAPPROVED MATERIAL, AND THAT THE UNAPPROVED MATERIAL MUST BE REMOVED FROM THE PROJECT SITE.
5.CONTRACTOR SHALL GIVE TWO (2) BUSINESS DAYS NOTIFICATION FOR SCHEDULING TO THE ASSIGNED CFPUA
INSPECTOR FOR EACH OF THE FOLLOWING:
-OPERATING A CFPUA VALVE (INCLUDES TAPPING VALVES)
-WHEN BEGINNING CONSTRUCTION AND IF THE CONTRACTOR PULLS OFF THE SITE
-LAYING OUT OF ANY CONNECTION IN EXISTING MANHOLE
-CUTTING IN ANY NEW MANHOLES ON EXISTING LINES
-CORING ANY MANHOLES
-CONNECTING TO AN EXISTING SEWER FORCE MAINS
-CONNECTING ONTO EXISTING WATER LINES
-ANY BORES AND THREADING CARRIER PIPES
-ALL CAMERA WORK, TESTING, CHLORINATION AND WATER SAMPLING
-ALL TESTING
CAPE FEAR PUBLIC UTILITY AUTHORITY TESTING PROCEDURE:
1.ALL STRUCTURES, PRESSURE PIPING AND GRAVITY SEWER PIPING SHALL BE TESTED BY THE CONTRACTOR AS
SPECIFIED IN THE CFPUA SPECIFICATIONS IN ACCORDANCE WITH APPLICABLE REGULATIONS AND AS DIRECTED BY
THE CFPUA INSPECTOR. ALL TESTING MUST BE CONDUCTED IN THE PRESENCE OF THE CFPUA INSPECTOR. THE
CONTRACTOR IS TO GIVE TWO (2) BUSINESS DAYS NOTIFICATION FOR SCHEDULING, TO THE ASSIGNED CFPUA
INSPECTOR FOR ALL TESTING.
2.ALL PRESSURE PIPE LINES MUST BE SUBJECTED TO HYDROSTATIC TESTING IN ACCORDANCE WITH THE APPROPRIATE
CFPUA SPECIFICATION. THESE PIPE LINES SHALL BE TESTED TO 150 PSI FOR A PERIOD OF TWO (2) HOURS. IF THE
PRESSURE DROPS MORE THAN THREE (3) PSI, THE TEST FAILS. REFER TO THE APPROPRIATE CFPUA SPECIFICATION
FOR MORE INFORMATION ON THE PROCEDURE.
3.ALL WATER MAINS AND SERVICES MUST BE FLUSHED, CHLORINATED AND SAMPLED IN ACCORDANCE WITH THE
CFPUA SPECIFICATION 02660 AND AS DIRECTED BY THE CFPUA INSPECTOR.
4.SEWER LINE SEGMENT TESTING: EACH SEWER LINE SEGMENT (THE SEWER MAIN BETWEEN MANHOLES) SHALL BE
TESTED:
THIRTY (30) DAYS AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, ALL SEWER LINE
SEGMENTS AND ALL SERVICES SHALL BE CAMERA INSPECTED AND VIDEO RECORDED. THE CFPUA INSPECTOR WILL
REVIEW THE VIDEO RECORDING FOR ACCEPTANCE.
AS AN ALTERNATIVE TO WAITING THIRTY (30) DAYS TO PERMIT STABILIZATION OF THE SOIL-PIPE SYSTEM, THE CFPUA
MAY ACCEPT CERTIFICATION FROM A SOIL TESTING FIR VERIFYING THAT THE BACKFILL OF THE TRENCH HAS BEEN
COMPACTED TO AT LEAST 95% MAXIMUM DENSITY.
AFTER TWO (2) PAPER COPIES OF THE AS-BUILTS HAVE BEEN SUBMITTED TO THE CFPUA INSPECTOR. AFTER
GRAVEL HAS BEEN INSTALLED ON ALL ROADWAYS.
5.VIDEO INSPECTION TESTING: THE CONTRACTOR SHALL PROVIDE A DVD(S) OF EACH SEWER LINE SEGMENT AND
SERVICE LINE TO ENSURE THAT THE LINES MEET MINIMUM STANDARDS. THE DVD(S) WILL BE REVIEWED IN THE
ORDER THEY ARE RECEIVED. THE TYPICAL REVIEW TIME IS GENERALLY TEN (10) TO FIFTEEN (15) BUSINESS DAYS BUT
WILL DEPEND ON THE COMPLEXITY OF THE PROJECT, SIZE, QUALITY OF THE DVD(S), ETC.
THE MAIN LINE CAMERA INSPECTION MUST HAVE PROJECT NAME, FOOTAGES, MANHOLE NUMBERS, AND DATES
OF INSPECTION.
THE SERVICE LINE CAMERA INSPECTION MUST INCLUDE PROJECT NAME, FOOTAGES, ADDRESS AND/OR LOT
NUMBER, AND DATE OF INSPECTION.THE CAMERA INSPECTION MUST SHOW THE FULL DIAMETER OF THE PIPE.
THE CAMERA INSPECTION MUST BE PERFORMED UPON COMPLETION OF CLEANING AND POTABLE WATER
INTRODUCED INTO THE SYSTEM TO BE TESTED. ALL DEFECTS IN THE PIPELINE AND APPURTENANCES SHALL BE
REMEDIED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE CFPUA AND WILL BE RE-INSPECTED AS
OUTLINED ABOVE.
6.TWO (2) SETS OF AS-BUILT RECORD DRAWINGS SHALL BE PROVIDED IN ACCORDANCE WITH CFPUA SPECIFICATION
SECTION 01720 FOR REVIEW.
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
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COLLECTOR STREET WITH MEDIAN
SYMBOL LEGEND
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TRAVELWAY
WIDTH (FOC
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COLLECTOR STREET 26'-0"
COLLECTOR STREET WITH MEDIAN 26'-0"
LOCAL STREET 24'-0"
CUL-DE-SAC STREET 22'-0"
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
G-003
3
1"=300'
N/A
ROADWAY CLASSIFICATIONS
0
SCALE 1" = 300'
600'300'300'
NOTES:
-ALL TRAVELWAY WIDTHS BASED ON ROAD DESIGN STANDARDS
FROM NEW HANOVER COUNTY SUBDIVISION REGULATIONS
-ALL RIGHT OF WAYS ARE 50'
SIDBUR
Y
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12'-0"12'-0"
25'-0"
28-0" BOC TO BOC
11'
PLANTING
STRIP
2'-0" C+G2'-0" C+G 5'
PLANTING
STRIP(26'-0" FOC TO FOC (TRAVELWAY WIDTH [W])
50'-0"
25'-0"
RO
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E
R
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RI
G
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A
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TRAVEL LANE
5' SIDEWALK
RI
G
H
T
O
F
W
A
Y
1'-0"
TRAVEL LANE
10'
NON-MUNICIPAL
EASEMENT
10'
NON-MUNICIPAL
EASEMENT
NO
N
-
M
U
N
I
C
I
P
A
L
E
A
S
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M
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-
M
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P
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L
E
A
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E
M
E
N
T
11'-0"11'-0"
25'-0"
26-0" BOC TO BOC
12'
PLANTING
STRIP
2'-0" C+G2'-0" C+G 5'
PLANTING
STRIP(24'-0" FOC TO FOC (TRAVELWAY WIDTH [W])
50'-0"
25'-0"
RO
A
D
C
E
N
T
E
R
L
I
N
E
RI
G
H
T
O
F
W
A
Y
TRAVEL LANE
5' SIDEWALK
RI
G
H
T
O
F
W
A
Y
2'-0"
TRAVEL LANE
10'
NON-MUNICIPAL
EASEMENT
10'
NON-MUNICIPAL
EASEMENT
NO
N
-
M
U
N
I
C
I
P
A
L
E
A
S
E
M
E
N
T
NO
N
-
M
U
N
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C
I
P
A
L
E
A
S
E
M
E
N
T
RESIDENTIAL LOT (TYP.)
RESIDENTIAL LOT (TYP.)
RESIDENTIAL LOT (TYP.)
RESIDENTIAL LOT (TYP.)
RESIDENTIAL LOT (TYP.)
RESIDENTIAL LOT (TYP.)
PROPOSED SIDEWALK ON
RIGHT SIDE OF STREET (TYP.)
RIGHT OF WAY (TYP.)
SIDE LOT LINES (TYP.)
STREET TREES LOCATED ON
PRIVATE PROPERTY (TYP.)
50.00' RIGHT OF WAY (TYP.)
PLANTING STRIP
(WIDTH VARIES)
5.00'
PLANTING
STRIP
5.00' SIDEWALK
(TYP.)
TRAVELWAY
(WIDTH VARIES)
±6
0
.
0
0
'
O
N
C
E
N
T
E
R
(
T
Y
P
.
)
10.00'
NON-MUNICIPAL
EASEMENT
10.00'
NON-MUNICIPAL
EASEMENT
RIGHT OF WAY
(TYP.)
NON-MUNICIPAL
EASEMENT (TYP.)
SIDE SETBACK
(TYP.)
LOT LINE (TYP.)
REAR SETBACK
(TYP.)
5.00'5.00'
10
.
0
0
'
60.00'
12
0
.
0
0
'
10
.
0
0
'
RIGHT OF WAY
(TYP.)
NON-MUNICIPAL
EASEMENT (TYP.)
SIDE SETBACK
(TYP.)
LOT LINE (TYP.)
REAR SETBACK
(TYP.)
70.00'
12
0
.
0
0
'
5.00'10.00'
10
.
0
0
'
10
.
0
0
'
G-004
4
AS
SHOWN
N/A
TYPICAL LOT AND STREET SECTIONS
SCALE: NTSTYPICAL LOT DIMENSIONS1
TYPICAL LOCAL ROADWAY SECTION
SCALE: 1" = 10'-0"
TYPICAL COLLECTOR ROADWAY SECTION
SCALE: 1" = 10'-0"
TYPICAL ROADWAY PLAN VIEW
SCALE: 1" = 10'-0"
NOTE: REFER TO SHEET
G-003 FOR ROADWAYS
CLASSIFICATION DIAGRAM
FOR ALL TYPICAL ROADWAY
SECTION LOCATIONS
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
TYPICAL PRIVATE STREET TURNAROUND DETAIL
SCALE: NTS
SCALE: NTSTYPICAL PRIVATE STREET TURNAROUND2SCALE: AS SHOWNTYPICAL ROADWAY SECTIONS3
0
SCALE 1" = 20'
40'20'20'
I:
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)
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(5
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P
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A
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W
)
ROAD U
(50' PRIV
A
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E
R
/
W
)
N75°39'11"E
35.29'
N75°51'40"
E
1
6
4
1
.
6
6
'
S5
6
°
5
1
'
1
3
"
E
6
8
3
.
3
6
'
N 214610.
7
2
E 2350267
.
3
8
100' R/W
(
P
U
B
L
I
C
)
SIDBURY
R
O
A
D
-
S
R
1
3
3
6
38.6
RBC #101
NC GRID NAD83/2011
N 214245.77 GRID
E 2348679.04 GRID
EL. 40.06
N75°51'41"
E
1
5
7
4
.
0
8
'
(
G
R
I
D
)
N75°51'41
"
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0
5
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(
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D
)
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24 12
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12
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16
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16
20
18
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16
12
16
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16
16
13
17
15
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13
17
17
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8
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12
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12
13
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13
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12
12
14
14
14
14
14
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20
17
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18
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14
13
19
13
14
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19
19
15
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13
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3
8
N75°39'11"E
35.29'
N75°51'40"
E
1
6
4
1
.
6
6
'
S5
6
°
5
1
'
1
3
"
E
6
8
3
.
3
6
'
N 214610.
7
2
E 2350267
.
3
8
100' R/W
(
P
U
B
L
I
C
)
SIDBURY
R
O
A
D
-
S
R
1
3
3
6
38.6
RBC #101
NC GRID NAD83/2011
N 214245.77 GRID
E 2348679.04 GRID
EL. 40.06
N75°51'41"
E
1
5
7
4
.
0
8
'
(
G
R
I
D
)
N75°51'41
"
E
1
5
7
4
.
0
5
'
(
G
R
O
U
N
D
)
1515
17
24 12
18
18
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19
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19
12
14
17
13
16
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16
20
18
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14
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13
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100' R/W (
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.
1
NOTE:
·SILT FENCE TO BE PLACED AT LIMITS OF
DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
FOR CLARITY.
·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF
IN PERMANENT DIVERSION DITCH.
·WETLAND INFORMATION BASED ON THE DELINEATION
PROGRESS SKETCH - WETLANDS FLAGGED AS OF
11.30.18, PREPARED BY LAND MANAGEMENT GROUP.
PHASE 1 DISTURBED AREA = 52.00 ACRES
PHASE 2 DISTURBED AREA = 77.18 ACERS
TOTAL DISTURBED AREA =77.18 ACRES
PHASE 1 CONSTRUCTION SEQUENCE
1.A PRE-CONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR TO THE START OF ANY
CONSTRUCTION ACTIVITIES. THE EROSION CONTROL INSPECTOR, ENGINEER, AND CONTRACTOR SHALL
MEET AT THE NEW HANOVER COUNTY EROSION CONTROL INSPECTOR'S OFFICE.
2.WORK IN THE INITIAL LIMITS OF DISTURBANCE AS SHOWN TO INSTALL CONSTRUCTION ENTRANCES,
DITCH PLUGS, SILT FENCE, TEMPORARY AND PERMANENT DIVERSIONS, PERIMETER DIKE AND
SEDIMENT BASINS.
3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AS SHOWN. CONTRACTOR SHALL MAINTAIN
A SUFFICIENT GRAVEL ENTRANCE UNTIL FINAL SUB-GRADE IS ESTABLISHED. IF DIRT/MUD GETS ON THE
STREET, THEN A WASH RACK WILL NEED TO BE INSTALLED.
4.INSTALL SILT FENCE AS NOTED ON PLANS BEFORE COMMENCING ANY LAND DISTURBING ACTIVITY
OUTSIDE OF THE INITIAL LIMITS OF DISTURBANCE. SILT FENCE WILL BE INSTALLED JUST INSIDE THE
LIMITS OF DISTURBANCE LINE. FILL EXISTING DITCHES AS SHOWN ON THE PLANS AFTER THE DITCH
PLUGS HAVE BEEN INSTALLED.
5.INSTALL TEMPORARY SKIMMER BASINS WITHIN THE LIMITS OF CONSTRUCTION AS SHOWN ON THE
PLANS IN ORDER TO TREAT SEDIMENT LADEN WATER. BASINS SHALL BE CONSTRUCTED PRIOR TO
CONSTRUCTION OF ANY DIVERSION DITCHES THAT CONVEY WATER TO THE BASINS. CONTRACTOR TO
FIELD ADJUST TEMPORARY DIVERSION DITCHES AS REQUIRED TO MAINTAIN THE DIVERSION TO THE
BASINS.
6.COMMENCE CLEARING, GRUBBING AND ROUGH GRADING WITHIN THE OVERALL LIMITS OF
DISTURBANCE.
7.COMMENCE DEMOLITION OF EXISTING BUILDINGS, DRIVES, FENCES, GATES, WELLS, GARDENS AND
EXISTING UTILITY SERVICES. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF, SALVAGED, OR
RECYCLED PER THE PROJECT SPECIFICATIONS.
8.COORDINATE DISCONNECTION OF EXISTING UTILITIES - KNOWN UTILTIES INCLUDE:
·ELECTRICAL SERVICES AND POLES WITH DUKE ENERGY PROGRESS
9.PROVIDE TEMPORARY STABILIZATION AND SEEDING AS NECESSARY TO PREVENT EROSION. REFER TO
CE-501 FOR SEEDBED PREPARATION NOTES AND SEEDING SCHEDULE.
LIMITS OF DISTURBANCE LOD
TEMPORARY SILT FENCE SF
CLEAN WATER DIVERSION DITCH >CWD
TEMPORARY CONSTRUCTION ENTRANCE
DISCHARGE PIPE
FAIRCLOTH SKIMMER
EXISTING WETLANDS
PROJECT BOUNDARY
WATTLE / CHECK DAM
RIPRAP OUTLET PAD
TEMPORARY DIVERSION DITCH >TDD
OVERALL EROSION CONTROL PLAN2 LEGEND AND NOTES1
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
DITCH TO BE FILLED
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL 2; CE-501
TEMPORARY SILT
FENCE (SF 2)
SEE DETAIL SHEET
CE-501
PHASE 2 LIMITS
OF DISTURBANCE
TSB-7
TSB-5
TSB-6
TEMPORARY SILT
FENCE (SF 2)
SEE DETAIL SHEET
CE-501
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAIL 3; CE-502
CLEAN WATER DIVERSION
AND WATTLES TO REMAIN
IN PLACE UNTIL DRAINAGE
MEASURES IN PLACE
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL 2; CE-501
PHASE 2 LIMITS
OF DISTURBANCE
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAIL 3; CE-502
CLEAN WATER DIVERSION
AND WATTLES TO REMAIN
IN PLACE
LAST WATTLE TO BE A 6-WATTLE PYRAMID: 3 WATTLES ON
THE BOTTOM: 2 WATTLES ON TOP OF THAT. AND A SINGLE
WATTLE ON TOP OF THAT
DITCH PLUG
SEE DETAIL 5; CE-503
TEMPORARY 18" CULVERT
CROSSING (TYP.)
SEE DETAIL 5; CE-501
TEMPORARY DIVERSION DITCH
(TDD-7)
SEE DETAIL 1; CE-502
WATTLE (TYP.)
SEE DETAIL 2; CE-502
TEMPORARY SILT FENCE (SF 2)
SEE DETAIL 1; CE-501
TEMPORARY SILT FENCE (SF 2)
SEE DETAIL 1; CE-501
TEMPORARY SILT FENCE (SF 2)
SEE DETAIL 1; CE-501
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
TEMPORARY SILT FENCE (SF 2)
SEE DETAIL 1; CE-501
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
DITCH TO BE FILLED (TYP)
PHASE 2 LIMITS
OF DISTURBANCE
FEEDER TO ISLAND CREEK
INSTALL 24" RCP
CULVERT CROSSING
SEE DETAIL X; CE-501
DITCH PLUG (TYP)
SEE DETAIL 5; CE-503
DITCH TO BE FILLED (TYP)
FILL EXISTING
DITCH (TYP)
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
TEMPORARY DIVERSION DITCH
(TDD-7)
SEE DETAIL 1; CE-502
TEMPORARY DIVERSION DITCH
(TDD-7)
SEE DETAIL 1; CE-502
TEMPORARY DIVERSION DITCH
(TDD-7)
SEE DETAIL 1; CE-502
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL 2; CE-501
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
TEMPORARY DIVERSION DITCH
(TDD-7)
SEE DETAIL 1; CE-502
CE-100
9
1"=150'
N/A
OVERALL EROSION CONTROL PLAN
KEY MAP
SCALE: NTS
0
SCALE: 1"=150' (Horiz.)
300'150'150'
N
STOCKPILE AREA
STOCKPILE AREA
PHASE 1 LIMITS
OF DISTURBANCE
I:
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0
4
2
4
5
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0
2
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1
TEMPORARY CONSTRUCTION
ENTRANCE
SEE DETAIL 2; CE-501
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501OVERALL LIMITS OF
DISTURBANCE
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
TEMPORARY CONSTRUCTION
ENTRANCE
SEE DETAIL 2; CE-501
TEMPORARY DIVERSION DITCH (TDD-7)
SEE DETAIL 1; SHEET CE-502
TEMPORARY DIVERSION DITCH (TDD-7)
SEE DETAIL 1; SHEET CE-502
LAST WATTLE TO BE A
6-WATTLE PYRAMID; 3
WATTLES ON THE BOTTOM, 2
WATTLES ON TOP OF THAT,
AND A SINGLE WATTLE ON TOP
OF THAT.
PHASE 1 LIMITS OF DISTURBANCE
WATTLE (TYP)
SEE DETAIL 2; CE-502
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
CLEAN WATER DIVERSION
AND WATTLES TO REMAIN IN
PLACE UNTIL DRAINAGE
MEASURES IS IN PLACE
CLEAN WATER DIVERSION
AND WATTLES FROM
PHASE 1
DITCH PLUG
SEE DETAIL 5;
SHEET CE-503
DITCH PLUG
SEE DETAIL 5; SHEET CE-503
PHASE 2 PROJECT BOUNDARY
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLOD
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF
>TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD
>TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD>TDD
>TDD>TDD
>TDD>TDD
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
SF
SF
SF
SF
SF
SF
SFSFSFSFSF
SF
SFSF
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LAST WATTLE TO BE A
6-WATTLE PYRAMID; 3
WATTLES ON THE BOTTOM, 2
WATTLES ON TOP OF THAT,
AND A SINGLE WATTLE ON TOP
OF THAT.
CE-101
10
1"=50'
N/A
ENLARGED PH-1 EROSION CONTROL
NOTE:
·SILT FENCE TO BE PLACED AT LIMITS OF
DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
FOR CLARITY.
·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF
IN PERMANENT DIVERSION DITCH.
·WETLAND INFORMATION BASED ON THE DELINEATION
PROGRESS SKETCH - WETLANDS FLAGGED AS OF
11.30.18, PREPARED BY LAND MANAGEMENT GROUP.
PHASE 1 EROSION PLAN DISTURBED AREA = 52.00 ACRES
TOTAL DISTURBED AREA =77.18 ACRES
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
ENLARGED PH-1 EROSION CONTROL2 LEGEND AND NOTES1
LIMITS OF DISTURBANCE LOD
TEMPORARY SILT FENCE SF
CLEAN WATER DIVERSION DITCH >CWD
TEMPORARY CONSTRUCTION ENTRANCE
DISCHARGE PIPE
FAIRCLOTH SKIMMER
EXISTING WETLANDS
PROJECT BOUNDARY
WATTLE / CHECK DAM
RIPRAP OUTLET PAD
TEMPORARY DIVERSION DITCH >TDD
DITCH TO BE FILLED
0
SCALE: 1"=50' (Horiz.)
100'50'50'
N
KEY MAP
SCALE: NTS
SE
E
S
H
E
E
T
C
U
-
1
0
2
MA
T
C
H
L
I
N
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SEE SHEET CU-104
MATCHLINE
I:
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2
4
5
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0
2
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DITCH TO BE FILLED
(TYP)
TEMPORARY 18"
CULVERT CROSSING
SEE DETAIL X; CE-501
TEMPORARY 18"
CULVERT CROSSING
SEE DETAIL X; CE-501
TEMPORARY 18"
CULVERT CROSSING
SEE DETAIL X; CE-501
DITCH PLUG
SEE DETAIL 5; SHEET
CE-503
DITCH PLUG
SEE DETAIL 5; SHEET
CE-503
DITCH PLUG
SEE DETAIL 5; SHEET
CE-503
DITCH TO BE FILLED
(TYP)
DITCH TO BE FILLED
(TYP)
DITCH TO BE FILLED
(TYP)
DITCH TO BE FILLED
(TYP)
PHASE 1 LIMITS OF DISTURBANCE
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
TEMPORARY DIVERSION DITCH (TDD-7)
SEE DETAIL 1; SHEET CE-502
LAST WATTLE TO BE A 6-WATTLE
PYRAMID; 3 WATTLES ON THE BOTTOM,
2 WATTLES ON TOP OF THAT, AND A
SINGLE WATTLE ON TOP OF THAT.
TEMPORARY DIVERSION DITCH (TDD-7)
SEE DETAIL 1; SHEET CE-502
TEMPORARY DIVERSION DITCH
(TDD-7)
SEE DETAIL 1; SHEET CE-502
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
WATTLE (TYP)
SEE DETAIL 2; CE-502
CLEAN WATER DIVERSION
AND WATTLES TO REMAIN IN
PLACE
PHASE 1 LIMIT OF
DISTRURBANCE
PHASE 1 LIMIT OF
DISTRURBANCE
OVERALL LIMIT OF
DISTRURBANCE
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD
>TDD>TDD>TDD
>TDD>TDD
>TDD>TDD>TDD>TDD>TDD
>TDD>TDD>TDD>TDD>TDD
>TDD>TDD>TDD>TDD>TDD
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LODLOD
LO
D
L
O
D
L
O
D
L
O
D
LO
D
LODLODLODLODLODLOD
LO
D
LO
D
LO
D
LOD
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
25
3540
35
35
25
40 35 25
30
25
30
35
40
4
0
3
5
30
30
30
25 30 35 40
3
0
2
5
25
2630353739
39
36
37
3530
26
26
30
3536
3635
30
27
27
30
35
37
39
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
TEMPORARY DIVERSION DITCH (TDD-7)
SEE DETAIL 1; SHEET CE-502
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
ENLARGED PH-1 EROSION CONTROL2
CE-102
11
1"=50'
N/A
ENLARGED PH-1 EROSION CONTROL
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
LEGEND AND NOTES1LEGEND AND NOTES1
NOTE:
·SILT FENCE TO BE PLACED AT LIMITS OF
DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
FOR CLARITY.
·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF
IN PERMANENT DIVERSION DITCH.
·WETLAND INFORMATION BASED ON THE DELINEATION
PROGRESS SKETCH - WETLANDS FLAGGED AS OF
11.30.18, PREPARED BY LAND MANAGEMENT GROUP.
PHASE 1 EROSION PLAN DISTURBED AREA = 52.00 ACRES
TOTAL DISTURBED AREA =77.18 ACRES
LEGEND
LIMITS OF DISTURBANCE LOD
TEMPORARY SILT FENCE SF
CLEAN WATER DIVERSION DITCH >CWD
TEMPORARY CONSTRUCTION ENTRANCE
DISCHARGE PIPE
FAIRCLOTH SKIMMER
EXISTING WETLANDS
PROJECT BOUNDARY
WATTLE / CHECK DAM
RIPRAP OUTLET PAD
TEMPORARY DIVERSION DITCH >TDD
DITCH TO BE FILLED
SEE SHEET CE-103
MATCHLINE
SE
E
S
H
E
E
T
C
E
-
1
0
1
MA
T
C
H
L
I
N
E
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
N
I:
\
0
4
2
4
5
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0
2
3
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DITCH PLUG
SEE DETAIL 5; SHEET
CE-503
TEMPORARY 18"
CULVERT CROSSING
SEE DETAIL X; CE-501
TEMPORARY 18"
CULVERT CROSSING
SEE DETAIL X; CE-501
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
DITCH PLUG
SEE DETAIL 5; SHEET
CE-503
DITCH TO BE FILLED
(TYP)
DITCH TO BE FILLED
(TYP)
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
OVERALL LIMITS OF DISTURBANCE
TEMPORARY DIVERSION DITCH (TDD-7)
SEE DETAIL 1; SHEET CE-502
TEMPORARY DIVERSION DITCH (TDD-7)
SEE DETAIL 1; SHEET CE-502
WATTLE (TYP)
SEE DETAIL 2; CE-502
WATTLE (TYP)
SEE DETAIL 2; CE-502
INSTALL 18" RCP
CULVERT CROSSING
SEE DETAIL X; CE-501
INSTALL 24" RCP
CULVERT CROSSING
SEE DETAIL X; CE-501
CLEAN WATER DIVERSION
AND WATTLES TO REMAIN IN
PLACE
PHASE 1 LIMIT OF DISTURBANCE
LOD
LOD
LOD
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF
S
FSFSFSFSFSFSFSFSFSFSFSFSFSF
>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD
>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
27
3035373530
29
2930
35
40
40
35
30
27
27
30
35 36
40
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
CE-103
12
1"=50'
N/A
ENLARGED PH-1 EROSION CONTROL
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
ENLARGED PH-1 EROSION CONTROL2 LEGEND AND NOTES1
NOTE:
·SILT FENCE TO BE PLACED AT LIMITS OF
DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
FOR CLARITY.
·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF
IN PERMANENT DIVERSION DITCH.
·WETLAND INFORMATION BASED ON THE DELINEATION
PROGRESS SKETCH - WETLANDS FLAGGED AS OF
11.30.18, PREPARED BY LAND MANAGEMENT GROUP.
PHASE 1 EROSION PLAN DISTURBED AREA = 52.00 ACRES
TOTAL DISTURBED AREA =77.18 ACRES
LEGEND
LIMITS OF DISTURBANCE LOD
TEMPORARY SILT FENCE SF
CLEAN WATER DIVERSION DITCH >CWD
TEMPORARY CONSTRUCTION ENTRANCE
DISCHARGE PIPE
FAIRCLOTH SKIMMER
EXISTING WETLANDS
PROJECT BOUNDARY
WATTLE / CHECK DAM
RIPRAP OUTLET PAD
TEMPORARY DIVERSION DITCH >TDD
DITCH TO BE FILLED
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
N
SE
E
S
H
E
E
T
C
E
-
1
0
4
MA
T
C
H
L
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SEE SHEET CE-105
MATCHLINE
I:
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2
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35
36
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TV
TV
TEMPORARY CONSTRUCTION
ENTRANCE
SEE DETAIL 2; CE-501
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
OVERALL LIMITS OF DISTURBANCE
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
PHASE 1 LIMITS OF DISTURBANCE
PHASE 2 PROJECT BOUNDARY
LO
D
LO
D
LO
D
LO
D
LODLO
D
LO
D
LO
D
LODLODLOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
LOD
S
F
S
F
S
F
SFSFSFSFSFSF
SF
SF
SF
SF SF SF SF SF SF SF SF
SFSFSFSFSFSFSF
>TDD>TDD
>TDD>TDD
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
LODLODLODLOD
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
CLEAN WATER DIVERSION
AND WATTLES TO REMAIN IN
PLACE UNTIL DRAINAGE
MEASURES IS IN PLACE
FL ELEV. 31.60
CE-104
13
1"=50'
N/A
ENLARGED PH-1 EROSION CONTROL
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
ENLARGED PH-1 EROSION CONTROL2 LEGEND AND NOTES1
NOTE:
·SILT FENCE TO BE PLACED AT LIMITS OF
DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
FOR CLARITY.
·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF
IN PERMANENT DIVERSION DITCH.
·WETLAND INFORMATION BASED ON THE DELINEATION
PROGRESS SKETCH - WETLANDS FLAGGED AS OF
11.30.18, PREPARED BY LAND MANAGEMENT GROUP.
PHASE 1 EROSION PLAN DISTURBED AREA = 52.00 ACRES
TOTAL DISTURBED AREA =77.18 ACRES
LEGEND
LIMITS OF DISTURBANCE LOD
TEMPORARY SILT FENCE SF
CLEAN WATER DIVERSION DITCH >CWD
TEMPORARY CONSTRUCTION ENTRANCE
DISCHARGE PIPE
FAIRCLOTH SKIMMER
EXISTING WETLANDS
PROJECT BOUNDARY
WATTLE / CHECK DAM
RIPRAP OUTLET PAD
TEMPORARY DIVERSION DITCH >TDD
DITCH TO BE FILLED
S
E
E
S
H
E
E
T
C
E
-
1
0
5
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C
E
-
1
0
3
MA
T
C
H
L
I
N
E
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
N
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
i
n
g
s
\
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-
1
0
1
_
0
4
2
4
5
0
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2
3
.
d
w
g
,
5
/
2
/
2
0
2
2
6
:
3
7
:
5
8
P
M
,
_
A
u
t
o
C
A
D
P
D
F
(
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r
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l
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n
t
a
t
i
o
n
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.
p
c
3
OHE
OHE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
100' R/
W
(
P
U
B
L
I
C
)
SIDBUR
Y
R
O
A
D
-
S
R
1
3
3
6
39
3
9
39
39
39
39
40
3
9
3
9
38 39
40
39
38
39
40
39 38
37
37 38 3939
OHE
OHE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
100' R/
W
(
P
U
B
L
I
C
)
SIDBUR
Y
R
O
A
D
-
S
R
1
3
3
6
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
OVERALL LIMITS OF DISTURBANCE
PHASE 2 PROJECT BOUNDARY
DITCH PLUG
SEE DETAIL 5; SHEET
CE-503
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
S
F
S
F
S
F
SFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSF SFSFSFSF
SFSFSF
SF
SF
S
F
S
F
S
F
S
F
S
F
373530
29
2930
35
40
3
9
3
5
3
4
3435
39
3
9
3
5
3
4
2- 18" HP PIPES
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
FL ELEV. 34.46
FL ELEV. 32.33
FL ELEV. 31.60
CE-105
14
1"=50'
N/A
ENLARGED PH-1 EROSION CONTROL
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
ENLARGED PH-1 EROSION CONTROL2 LEGEND AND NOTES1
NOTE:
·SILT FENCE TO BE PLACED AT LIMITS OF
DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
FOR CLARITY.
·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF
IN PERMANENT DIVERSION DITCH.
·WETLAND INFORMATION BASED ON THE DELINEATION
PROGRESS SKETCH - WETLANDS FLAGGED AS OF
11.30.18, PREPARED BY LAND MANAGEMENT GROUP.
PHASE 1 EROSION PLAN DISTURBED AREA = 52.00 ACRES
TOTAL DISTURBED AREA =77.18 ACRES
LEGEND
LIMITS OF DISTURBANCE LOD
TEMPORARY SILT FENCE SF
CLEAN WATER DIVERSION DITCH >CWD
TEMPORARY CONSTRUCTION ENTRANCE
DISCHARGE PIPE
FAIRCLOTH SKIMMER
EXISTING WETLANDS
PROJECT BOUNDARY
WATTLE / CHECK DAM
RIPRAP OUTLET PAD
TEMPORARY DIVERSION DITCH >TDD
DITCH TO BE FILLED
SEE SHEET CE-103
MATCHLINE
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
NS
E
E
S
H
E
E
T
C
E
-
1
0
4
M
A
T
C
H
L
I
N
E
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
i
n
g
s
\
C
E
-
1
0
1
_
0
4
2
4
5
0
0
2
3
.
d
w
g
,
5
/
2
/
2
0
2
2
6
:
3
8
:
1
3
P
M
,
_
A
u
t
o
C
A
D
P
D
F
(
G
e
n
e
r
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l
D
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m
e
n
t
a
t
i
o
n
)
.
p
c
3
3
8
3
7
37
38
3
8
4
0
41
41
4
2
40
39
41
40
38
23
38
38 39 40 41
3
9
3
9
4
1
ROAD M
(50' PRIVATE R/W)
ROAD I
(50' PRIVATE R/W)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
X
X
X X X
X
X
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLOD
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSF
SF
SFSF
TEMPORARY CONSTRUCTION
ENTRANCE
SEE DETAIL 2; CE-501
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
TEMPORARY CONSTRUCTION
ENTRANCE
SEE DETAIL 2; CE-501
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
PHASE 2 PROJECT BOUNDARY
DITCH TO BE FILLED
(TYP)
DITCH TO BE FILLED
(TYP)
DITCH TO BE FILLED
(TYP)
INLET PROTECTION
(TYP)
INLET PROTECTION
(TYP)
CE-106
15
1"=50'
N/A
ENLARGED PH-2 EROSION CONTROL
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
ENLARGED PH-2 EROSION CONTROL2 LEGEND AND NOTES1
NOTE:
·SILT FENCE TO BE PLACED AT LIMITS OF
DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
FOR CLARITY.
·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF
IN PERMANENT DIVERSION DITCH.
·WETLAND INFORMATION BASED ON THE DELINEATION
PROGRESS SKETCH - WETLANDS FLAGGED AS OF
11.30.18, PREPARED BY LAND MANAGEMENT GROUP.
PHASE 2 EROSION PLAN DISTURBED AREA = 77.18 ACRES
TOTAL DISTURBED AREA =77.18 ACRES
LEGEND
LIMITS OF DISTURBANCE LOD
TEMPORARY SILT FENCE SF
CLEAN WATER DIVERSION DITCH >CWD
TEMPORARY CONSTRUCTION ENTRANCE
DISCHARGE PIPE
FAIRCLOTH SKIMMER
EXISTING WETLANDS
PROJECT BOUNDARY
WATTLE / CHECK DAM
RIPRAP OUTLET PAD
TEMPORARY DIVERSION DITCH >TDD
DITCH TO BE FILLED
0
SCALE: 1"=50' (Horiz.)
100'50'50'
N
KEY MAP
SCALE: NTS
SE
E
S
H
E
E
T
C
E
-
1
0
7
MA
T
C
H
L
I
N
E
SEE SHEET CE-109
MATCHLINE
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
i
n
g
s
\
C
E
-
1
0
6
_
0
4
2
4
5
0
0
2
3
.
d
w
g
,
5
/
2
/
2
0
2
2
6
:
4
0
:
4
4
P
M
,
_
A
u
t
o
C
A
D
P
D
F
(
G
e
n
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r
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l
D
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e
n
t
a
t
i
o
n
)
.
p
c
3
37
38
38
3738
39
39
39
39
3939
3738
38
39
38
39
38
RO
A
D
M
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
P
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD P
(50' PRIVATE R/W)
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
25
3540
35
35
25
40 35 25
30
25
30
35
40
4
0
3
5
30
30
30
25 30 35 40
3
0
2
5
25
2630353739
39
36
37
3530
26
26
30
3536
3635
30
27
27
30
35
37
39
DITCH PLUG
SEE DETAIL 5; SHEET
CE-503
DITCH PLUG
SEE DETAIL 5; SHEET
CE-503
DITCH TO BE FILLED
(TYP)DITCH TO BE FILLED
(TYP)
DITCH TO BE FILLED
(TYP)
DITCH TO BE FILLED
(TYP)
PHASE 2 LIMITS OF DISTURBANCE
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
LAST WATTLE TO BE A 6-WATTLE
PYRAMID; 3 WATTLES ON THE BOTTOM,
2 WATTLES ON TOP OF THAT, AND A
SINGLE WATTLE ON TOP OF THAT.
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
CLEAN WATER DIVERSION
AND WATTLES TO REMAIN IN
PLACE
OVERALL LIMIT OF
DISTRURBANCE
DITCH TO BE FILLED
(TYP)
INLET PROTECTION
(TYP)
DITCH TO BE FILLED
(TYP)
ENLARGED PH-2 EROSION CONTROL2
CE-107
16
1"=50'
N/A
ENLARGED PH-2 EROSION CONTROL
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
LEGEND AND NOTES1LEGEND AND NOTES1
NOTE:
·SILT FENCE TO BE PLACED AT LIMITS OF
DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
FOR CLARITY.
·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF
IN PERMANENT DIVERSION DITCH.
·WETLAND INFORMATION BASED ON THE DELINEATION
PROGRESS SKETCH - WETLANDS FLAGGED AS OF
11.30.18, PREPARED BY LAND MANAGEMENT GROUP.
PHASE 2 EROSION PLAN DISTURBED AREA = 77.18 ACRES
TOTAL DISTURBED AREA =77.18 ACRES
LEGEND
LIMITS OF DISTURBANCE LOD
TEMPORARY SILT FENCE SF
CLEAN WATER DIVERSION DITCH >CWD
TEMPORARY CONSTRUCTION ENTRANCE
DISCHARGE PIPE
FAIRCLOTH SKIMMER
EXISTING WETLANDS
PROJECT BOUNDARY
WATTLE / CHECK DAM
RIPRAP OUTLET PAD
TEMPORARY DIVERSION DITCH >TDD
DITCH TO BE FILLED
SEE SHEET CE-108
MATCHLINE
SE
E
S
H
E
E
T
C
E
-
1
0
6
MA
T
C
H
L
I
N
E
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
N
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
i
n
g
s
\
C
E
-
1
0
6
_
0
4
2
4
5
0
0
2
3
.
d
w
g
,
5
/
2
/
2
0
2
2
6
:
4
0
:
5
9
P
M
,
_
A
u
t
o
C
A
D
P
D
F
(
G
e
n
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r
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l
D
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m
e
n
t
a
t
i
o
n
)
.
p
c
3
39
39
3
9
3
9
39
39
39
39
39
40
40
4
1
40
3
9
ROAD L
(50' PRIVATE R/W)
ROAD N
(50' PRIVATE R/W)
ROAD O
(50' PRIVATE R/W)
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
PUMP STATION
X
LOD
LOD
LOD
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF
S
FSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
27
3035373530
29
2930
35
40
40
35
30
27
27
30
35 36
40
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
DITCH TO BE FILLED
(TYP)
DITCH TO BE FILLED
(TYP)
DITCH TO BE FILLED
(TYP)
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
OVERALL LIMITS OF DISTURBANCE
SILT FENCE (SF 2)
CLEAN WATER DIVERSION
AND WATTLES TO REMAIN IN
PLACE
FEEDER TO ISLAND CREEK
INLET PROTECTION
(TYP)
CE-108
17
1"=50'
N/A
ENLARGED PH-2 EROSION CONTROL
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
ENLARGED PH-2 EROSION CONTROL2 LEGEND AND NOTES1
NOTE:
·SILT FENCE TO BE PLACED AT LIMITS OF
DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
FOR CLARITY.
·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF
IN PERMANENT DIVERSION DITCH.
·WETLAND INFORMATION BASED ON THE DELINEATION
PROGRESS SKETCH - WETLANDS FLAGGED AS OF
11.30.18, PREPARED BY LAND MANAGEMENT GROUP.
PHASE 1 EROSION PLAN DISTURBED AREA = 77.18 ACRES
TOTAL DISTURBED AREA =77.18 ACRES
LEGEND
LIMITS OF DISTURBANCE LOD
TEMPORARY SILT FENCE SF
CLEAN WATER DIVERSION DITCH >CWD
TEMPORARY CONSTRUCTION ENTRANCE
DISCHARGE PIPE
FAIRCLOTH SKIMMER
EXISTING WETLANDS
PROJECT BOUNDARY
WATTLE / CHECK DAM
RIPRAP OUTLET PAD
TEMPORARY DIVERSION DITCH >TDD
DITCH TO BE FILLED
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
N
SE
E
S
H
E
E
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SEE SHEET CE-107
MATCHLINE
SEE SHEET CE-110
MATCHLINE
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(5
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LO
D
LO
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LO
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LO
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LODLO
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LO
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LODLODLOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
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LO
D
LO
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LO
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LO
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LO
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L
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L
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L
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LOD
LOD
LOD
LOD
LOD
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SFSFSFSFSFSF
SF
SF
SF
SF SF SF SF SF SF SF SF
SFSFSFSFSFSFSF
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SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
TEMPORARY CONSTRUCTION
ENTRANCE
SEE DETAIL 2; CE-501
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
OVERALL LIMITS OF DISTURBANCE
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
TEMPORARY
SILT FENCE (SF 2)
SEE DETAIL 1;
SHEET CE-501
PHASE 2 PROJECT BOUNDARY
INLET PROTECTION
(TYP)
CE-109
18
1"=50'
N/A
ENLARGED PH-2 EROSION CONTROL
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
ENLARGED PH-2 EROSION CONTROL2 LEGEND AND NOTES1
NOTE:
·SILT FENCE TO BE PLACED AT LIMITS OF
DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
FOR CLARITY.
·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF
IN PERMANENT DIVERSION DITCH.
·WETLAND INFORMATION BASED ON THE DELINEATION
PROGRESS SKETCH - WETLANDS FLAGGED AS OF
11.30.18, PREPARED BY LAND MANAGEMENT GROUP.
PHASE 2 EROSION PLAN DISTURBED AREA = 77.18 ACRES
TOTAL DISTURBED AREA =77.18 ACRES
LEGEND
LIMITS OF DISTURBANCE LOD
TEMPORARY SILT FENCE SF
CLEAN WATER DIVERSION DITCH >CWD
TEMPORARY CONSTRUCTION ENTRANCE
DISCHARGE PIPE
FAIRCLOTH SKIMMER
EXISTING WETLANDS
PROJECT BOUNDARY
WATTLE / CHECK DAM
RIPRAP OUTLET PAD
TEMPORARY DIVERSION DITCH >TDD
DITCH TO BE FILLED
S
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E
S
H
E
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T
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-
1
1
0
M
A
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H
L
I
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E
S
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-
1
0
8
MA
T
C
H
L
I
N
E
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
N
I:
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W
(
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SIDBUR
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1
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40
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40
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37
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100' R/
W
(
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)
SIDBUR
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R
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1
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LOD
LOD
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LOD
LOD
LOD
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LOD
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LOD
LOD
LOD
LOD
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373530
29
2930
35
40
3
9
3
5
3
4
3435
39
3
9
3
5
3
4
DITCH TO BE FILLED
(TYP)
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
OVERALL LIMITS OF DISTURBANCE
PHASE 2 PROJECT
BOUNDARY
DITCH PLUG
SEE DETAIL 5; SHEET
CE-503
INLET PROTECTION
(TYP)
CE-110
19
1"=50'
N/A
ENLARGED PH-2 EROSION CONTROL
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
ENLARGED PH-2 EROSION CONTROL2 LEGEND AND NOTES1
NOTE:
·SILT FENCE TO BE PLACED AT LIMITS OF
DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET
FOR CLARITY.
·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF
IN PERMANENT DIVERSION DITCH.
·WETLAND INFORMATION BASED ON THE DELINEATION
PROGRESS SKETCH - WETLANDS FLAGGED AS OF
11.30.18, PREPARED BY LAND MANAGEMENT GROUP.
PHASE 1 EROSION PLAN DISTURBED AREA = 77.18 ACRES
TOTAL DISTURBED AREA =77.18 ACRES
LEGEND
LIMITS OF DISTURBANCE LOD
TEMPORARY SILT FENCE SF
CLEAN WATER DIVERSION DITCH >CWD
TEMPORARY CONSTRUCTION ENTRANCE
DISCHARGE PIPE
FAIRCLOTH SKIMMER
EXISTING WETLANDS
PROJECT BOUNDARY
WATTLE / CHECK DAM
RIPRAP OUTLET PAD
TEMPORARY DIVERSION DITCH >TDD
DITCH TO BE FILLED
SEE SHEET CE-108
MATCHLINE
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
NS
E
E
S
H
E
E
T
C
E
-
1
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9
M
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CURVE TABLE
CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA ∆
E
D
N
A
B
U
C
K
D
R
I
V
E
6
0
'
R
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H
T
O
F
W
A
Y
OUT PARCEL
±5 ACRES
PH
A
S
E
3
PH
A
S
E
2
ROAD M
(50' PRIVATE R
/
W
)
R
O
A
D
J
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD I
(50' PRIVATE R/
W
)
ROAD B
(50' PRI
V
A
T
E
R
/
W
)
R
O
A
D
J
(
5
0
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P
R
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A
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/
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)
ROAD C
(50' PRI
V
A
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R
/
W
)
RO
A
D
G
(5
0
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P
R
I
V
A
T
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R
/
W
)
ROAD I
(50' PRIVATE R/W)
R
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A
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K
(
5
0
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P
R
I
V
A
T
E
R
/
W
)
ROAD H
(50' PRIVATE R/W)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
G
(5
0
'
P
R
I
V
A
T
E
R
/
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)
ROAD L
(50' PRIVATE R
/
W
)
R
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A
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M
(5
0
'
P
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A
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0
'
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)
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A
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L
(5
0
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P
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A
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E
R
/
W
)
ROAD P
(50' PRIVATE R/
W
)
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD N
(50' PRIVATE R/
W
)
ROAD O
(50' PRIVATE R/
W
)
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
P
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD O
(50' PRIVATE R/
W
)
RO
A
D
Q
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
Q
(5
0
'
P
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I
V
A
T
E
R
/
W
)
R
O
A
D
X
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD U
(50' PRIVA
T
E
R
/
W
)
R
O
A
D
Q
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD P
(50' PRIVATE R/
W
)
M
A
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C
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"
A
"
EOI
100' R/W
(
P
U
B
L
I
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)SIDBURY
R
O
A
D
-
S
R
1
3
3
6
PHASE 2
M
A
T
C
H
L
I
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"
A
"
EOI
100' R/W
(
P
U
B
L
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)SIDBURY
R
O
A
D
-
S
R
1
3
3
6
P
H
A
S
E
2
P
H
A
S
E
2
PH
A
S
E
2
PH
A
S
E
1
PHASE 1
P
H
A
S
E
1
P
H
A
S
E
3
OVERALL SITE PLAN2
CS-100
20
1"=150'
N/A
OVERALL SITE PLAN
NOTES:
WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS
SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY
LAND MANAGEMENT GROUP.
SOILS INFORMATION BASED ON INFORMATION OBTAINED ONLINE
ON 03.06.19 VIA NEW HANOVER COUNTY GIS SERVICES.
TYPICAL SINGLE FAMILY LOT IS 60' x 120', 70' x120' AT STREET
CORNERS.
DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREET
LIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTY
SUBDIVISION ORDINANCE, SECTION 52-9.
ALL COMMUNITY OWNED OPEN SPACE AVAILABLE FOR USE AS
DRAINAGE AND/OR UTILITY EASEMENT.
SITE DATA TABLE
GENERAL INFORMATION
PROPERTY OWNER:RMP SIDBURY ROAD LLC
PARCEL ID:R01900-002-004-000, R01900-002-009-000
CURRENT ZONING:R15
TOTAL ACREAGE:75.09 AC (3,270,903 SF)
PROPOSED USE:PERFORMANCE RESIDENTIAL
ADDRESS:6010 SIDBURY RD; 6220 SIDBURY RD
BUILDING SETBACKS REQUIRED PROPOSED
PROPERTY PERIPHERY 20'20'
DETACHED SINGLE FAMILY
DWELLING UNITS 10' SEPARATION 10' SEPARATION
AREA CALCULATIONS
RESIDENTIAL USE 75.09 ACRES (3,270,903 SF)
TOTAL SITE ACREAGE 75.09 ACRES
PROPOSED UNITS 222 DU
PROPOSED DENSITY 2.96 DU/ACRE
REQUIRED PROVIDED
OPEN SPACE REQUIREMENT
.03 AC * 222 DU = 6.66 ACRES
ACTIVE OPEN SPACE = 50%, 3.33
ACRES
PASSIVE OPEN SPACE = 50%, 3.33
ACRES
6.66 ACRES TOTAL
3.33 ACRES (ACTIVE)
3.33 ACRES
(PASSIVE)
16.79 ACRES TOTAL
±731,664 SF
±9.67 ACRES
±421,382 SF
(ACTIVE)
±7.12 ACRES
±310,282 SF
(PASSIVE)
PROPOSED UNITS
PHASE 2 TOWNHOMES
(30' x 120')
SINGLE FAMILY
(60' x 120')
TOTAL UNITS 59 163
TOTAL BEDROOM COUNT (3 PER UNIT)666
STRUCTURE AREAS
RIGHT OF WAY
PROPOSED WIDTH 50'
PROPOSED AREA 12.37 ACRES (539,932 SF)
OPEN SPACE LEGEND:
ACTIVE RECREATION SPACE
PASSIVE RECREATION SPACE
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
LEGEND AND NOTES1
0
SCALE: 1"=150' (Horiz.)
300'150'150'
I:
\
0
4
2
4
5
\
0
0
2
3
\
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0
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ROAD M
(50' PRIVATE R/W)
ROAD I
(50' PRIVATE R/W)
RO
A
D
L
(5
0
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P
R
I
V
A
T
E
R
/
W
)
RO
A
D
L
(5
0
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P
R
I
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A
T
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R
/
W
)
253
N83° 56' 16.13"W
693.639
N83° 56' 16.13"W
568.639
L =1 9 6 .
20' PERIPHERY SETBACK (TYP.)
2' VALLEY CURB (TYP.)
BACK OF CURB (TYP.)
FACE OF CURB (TYP.)
EDGE OF PAVEMENT (TYP.)
PEDESTRIAN CROSSING
SIGN (TYP.)5' SIDEWALK (TYP.)
PROJECT BOUNDARY
5' SIDEWALK (TYP.)
10' UTILITY EASEMENT
EX
I
S
T
I
N
G
P
H
A
S
E
1
PH
A
S
E
2
EXISTING PHASE 1
PHASE 2
EXISTING
AMENITY CENTER
22
'
50
'
R
/
W
50
'
R
/
W
20
.
0
'
D
R
A
I
N
A
G
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EA
S
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T
10
'
EXISTING
AMENITY POND
10
'
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T
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L
I
T
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EA
S
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M
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N
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AC
T
I
V
E
O
P
E
N
S
P
A
C
E
(T
Y
P
.
)
22
'
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
LEGEND AND NOTES1ENLARGED SITE PLAN2
NOTES:
WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS
SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY
LAND MANAGEMENT GROUP.
SOILS INFORMATION BASED ON INFORMATION OBTAINED ONLINE
ON 03.06.19 VIA NEW HANOVER COUNTY GIS SERVICES.
TYPICAL SINGLE FAMILY LOT IS 60' x 120', 70' x120' AT STREET
CORNERS.
DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREET
LIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTY
SUBDIVISION ORDINANCE, SECTION 52-9.
ALL COMMUNITY OWNED OPEN SPACE AVAILABLE FOR USE AS
DRAINAGE AND/OR UTILITY EASEMENT.
OPEN SPACE LEGEND:
ACTIVE RECREATION SPACE
PASSIVE RECREATION SPACE
CS-101
21
1"=50'
N/A
ENLARGED SITE PLAN
SE
E
S
H
E
E
T
C
S
-
1
0
2
MA
T
C
H
L
I
N
E
SEE SHEET CS-104
MATCHLINE
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
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n
g
s
\
C
S
-
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1
_
0
4
2
4
5
0
0
2
3
.
d
w
g
,
5
/
2
/
2
0
2
2
6
:
4
5
:
2
2
P
M
,
_
A
u
t
o
C
A
D
P
D
F
(
G
e
n
e
r
a
l
D
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m
e
n
t
a
t
i
o
n
)
.
p
c
3
RO
A
D
M
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
P
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
9 6 .3 5 0 ,R =1 2 5.0 0 0
D =9 0 .0 0 0 0
S6
°
0
3
'
4
3
.
8
7
"
W
76
5
.
4
3
7
N6
°
0
3
'
4
3
.
8
7
"
E
79
6
.
2
1
9
S6
°
0
3
'
4
3
.
8
7
"
W
67
1
.
2
1
9
L
=
1
9
6
.
3
5
0
,
R
=
1
2
5.0
0
0
D
=
9
0
.
00
0
0
S83° 56' 16.13"E
462.708
ROAD P
(50' PRIVATE R/W)
N/F
10x70 NCDOT
SIGHT DISTANCE
TRIANGLE (TYP.)
10x70 NCDOT
SIGHT DISTANCE
TRIANGLE (TYP.)
PEDESTRIAN CROSSING
SIGN (TYP.)PEDESTRIAN CROSSING
SIGN (TYP.)
PEDESTRIAN CROSSING
SIGN (TYP.)
PEDESTRIAN CROSSING
SIGN (TYP.)
PEDESTRIAN CROSSING
SIGN (TYP.)
10x70 NCDOT
SIGHT DISTANCE
TRIANGLE (TYP.)
5' SIDEWALK (TYP.)5' SIDEWALK (TYP.)
20' PERIPHERY SETBACK
(TYP.)
50' R/W
50' R/W
10' UTILITY EASEMENT
50
'
R
/
W
PROJECT BOUNDARY
50' R/W
10' UTILITY EASEMENT
50
'
D
R
A
I
N
A
G
E
EA
S
E
M
E
N
T
30
'
D
R
A
I
N
A
G
E
EA
S
E
M
E
N
T
50' DRAINAGE
EASEMENT
50' DRAINAGE
EASEMENT
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
10' UTILITY EASEMENT
SCM POND 5
SCM POND 6
R25.00'
ACTIVE OPEN SPACE
(TYP.)
50' DRAINAGE
EASEMENT
20
'
D
R
A
I
N
A
G
E
EA
S
M
E
N
T
ENLARGED SITE PLAN2
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
LEGEND AND NOTES1
NOTES:
WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS
SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY
LAND MANAGEMENT GROUP.
SOILS INFORMATION BASED ON INFORMATION OBTAINED ONLINE
ON 03.06.19 VIA NEW HANOVER COUNTY GIS SERVICES.
TYPICAL SINGLE FAMILY LOT IS 60' x 120', 70' x120' AT STREET
CORNERS.
DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREET
LIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTY
SUBDIVISION ORDINANCE, SECTION 52-9.
ALL COMMUNITY OWNED OPEN SPACE AVAILABLE FOR USE AS
DRAINAGE AND/OR UTILITY EASEMENT.
OPEN SPACE LEGEND:
ACTIVE RECREATION SPACE
PASSIVE RECREATION SPACE
CS-102
221"=50'
N/A
ENLARGED SITE PLAN
PHASE LINE
SEE SHEET CS-103
MATCHLINE
SE
E
S
H
E
E
T
C
S
-
1
0
1
MA
T
C
H
L
I
N
E
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
i
n
g
s
\
C
S
-
1
0
1
_
0
4
2
4
5
0
0
2
3
.
d
w
g
,
5
/
2
/
2
0
2
2
6
:
4
5
:
3
5
P
M
,
_
A
u
t
o
C
A
D
P
D
F
(
G
e
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a
l
D
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m
e
n
t
a
t
i
o
n
)
.
p
c
3
ROAD L
(50' PRIVATE R/W)
ROAD N
(50' PRIVATE R/W)
ROAD O
(50' PRIVATE R/W)
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
S6
°
0
3
'
4
3
.
8
7
"
W
N83° 56' 16.13"W
1047.188
N83° 56' 16.13"W
1047.188
N83° 56' 16.13"W
1047.188
N83° 56' 16.13"W
1047.188
L
=
4
2
8
.
6
7
2
,
R
=
3
4
0
.
0
0
0
D
=
7
2
.
2
3
8
5
L =2 2 6 .9 6 9 ,R =10 0 0 .0 0 0D=1 3 .0 0 4 4
S83° 56' 16.13"E
465.338
R
=
2
0
0
.
0
0
0
2
5
S6
°
0
3
'
4
3
.
8
7
"
W
40
9
.
1
9
8
L =4 .2 7 6,R =100.000
D =2.4 4 98
N78° 18
'
0
2
.
6
2
"
E
35.515
PUMP STATION
PEDESTRIAN CROSSING
SIGN (TYP.)
PEDESTRIAN CROSSING
PEDESTRIAN CROSSING
SIGN (TYP.)
PEDESTRIAN CROSSING
SIGN (TYP.)
PEDESTRIAN CROSSING
SIGN (TYP.)
PEDESTRIAN CROSSING
SIGN (TYP.)
PEDESTRIAN CROSSING
SIGN (TYP.)
PEDESTRIAN CROSSING
SIGN (TYP.)
10x70 NCDOT
SIGHT DISTANCE
TRIANGLE (TYP.)
10x70 NCDOT
SIGHT DISTANCE
TRIANGLE (TYP.)
10x70 NCDOT
SIGHT DISTANCE
TRIANGLE (TYP.)
10x70 NCDOT
SIGHT DISTANCE
TRIANGLE (TYP.)
10x70 NCDOT
SIGHT DISTANCE
TRIANGLE (TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
50' R/W
ACTIVE
OPEN SPACE
(TYP.)
ACTIVE
OPEN SPACE
(TYP.)
R30.00'
BRANCH OF ISLAND CREEK
50
'
R
/
W
50
'
D
R
A
I
N
A
G
E
EA
S
E
M
E
N
T
R30.00'
R25.00'
R25.00'
R25.00'R30.00'
1
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
50
'
R
/
W
R30.00'
R30.00'50
'
R
/
W
R25.00'R30.00'
50' R/W
SCM POND 7
R30.00'
R30.00'
10
'
U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
10
'
U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
ENLARGED SITE PLAN2
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
LEGEND AND NOTES1
NOTES:
WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS
SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY
LAND MANAGEMENT GROUP.
SOILS INFORMATION BASED ON INFORMATION OBTAINED ONLINE
ON 03.06.19 VIA NEW HANOVER COUNTY GIS SERVICES.
TYPICAL SINGLE FAMILY LOT IS 60' x 120', 70' x120' AT STREET
CORNERS.
DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREET
LIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTY
SUBDIVISION ORDINANCE, SECTION 52-9.
ALL COMMUNITY OWNED OPEN SPACE AVAILABLE FOR USE AS
DRAINAGE AND/OR UTILITY EASEMENT.
OPEN SPACE LEGEND:
ACTIVE RECREATION SPACE
PASSIVE RECREATION SPACE
CS-103
23
1"=50'
N/A
ENLARGED SITE PLAN
PHASE LINE
SE
E
S
H
E
E
T
C
G
-
1
0
4
MA
T
C
H
L
I
N
E
SEE SHEET CG-102
MATCHLINE
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
SEE SHEET CS-105
MATCHLINE
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
i
n
g
s
\
C
S
-
1
0
1
_
0
4
2
4
5
0
0
2
3
.
d
w
g
,
5
/
2
/
2
0
2
2
6
:
4
5
:
4
5
P
M
,
_
A
u
t
o
C
A
D
P
D
F
(
G
e
n
e
r
a
l
D
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e
n
t
a
t
i
o
n
)
.
p
c
3
1
2
3
4
5
6
R
O
A
D
J
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
R
O
A
D
K
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
246
248
249
254
255
256
257
258
L=174.947,
R=125.000
D=80.1898
S
1
4
°
2
0
'
4
9
.
3
7
"
E
2
2
8
.
5
0
0
L =4 5 8 .9 9 9 ,R =4 4 5 .0 0 0
D =5 9 .0 9 8 2
L
=
1
4
7
.
247
PEDESTRIAN CROSSING
SIGN (TYP.)
5' SIDEWALK (TYP.)
PASSIVE
OPEN SPACE
(TYP.)
E
X
I
S
T
I
N
G
P
H
A
S
E
1
P
H
A
S
E
2
EXISTING PHASE 1
PHASE 2
EXISTING
AMENITY CENTER
50
'
R
/
W
50
'
R
/
W
50' R/W
50
'
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
SCM POND 8
ACTIVE OPEN SPACE
(TYP.)
EXISTING
AMENITY POND
PASSIVE OPEN SPACE
(TYP.)
10' NO
N
-
M
U
N
I
C
I
P
A
L
EASEM
E
N
T
50
'
D
R
A
I
N
A
G
E
EA
S
E
M
E
N
T
1
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
ENLARGED SITE PLAN2
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
LEGEND AND NOTES1
S
E
E
S
H
E
E
T
C
S
-
1
0
5
M
A
T
C
H
L
I
N
E
NOTES:
WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS
SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY
LAND MANAGEMENT GROUP.
SOILS INFORMATION BASED ON INFORMATION OBTAINED ONLINE
ON 03.06.19 VIA NEW HANOVER COUNTY GIS SERVICES.
TYPICAL SINGLE FAMILY LOT IS 60' x 120', 70' x120' AT STREET
CORNERS.
DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREET
LIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTY
SUBDIVISION ORDINANCE, SECTION 52-9.
ALL COMMUNITY OWNED OPEN SPACE AVAILABLE FOR USE AS
DRAINAGE AND/OR UTILITY EASEMENT.
OPEN SPACE LEGEND:
ACTIVE RECREATION SPACE
PASSIVE RECREATION SPACE
CS-104
24
1"=50'
N/A
ENLARGED SITE PLAN
SE
E
S
H
E
E
T
C
S
-
1
0
3
MA
T
C
H
L
I
N
E
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
i
n
g
s
\
C
S
-
1
0
1
_
0
4
2
4
5
0
0
2
3
.
d
w
g
,
5
/
2
/
2
0
2
2
6
:
4
5
:
5
5
P
M
,
_
A
u
t
o
C
A
D
P
D
F
(
G
e
n
e
r
a
l
D
o
c
u
m
e
n
t
a
t
i
o
n
)
.
p
c
3
R
O
A
D
M
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
L =2 2 6 .9 6 9 ,R =10 0 0 .0 0 0D=1 3 .0 0 4 4
L
=
1
4
7
.
6
9
8
,
R
=
2
0
0
.
0
0
0
D
=
4
2
.
3
1
2
5
S
4
9
°
1
8
'
1
4
.
6
9
"
E
28
0
.
8
9
2
S6
°
0
3
'
4
3
.
8
7
"
W
40
9
.
1
9
8
100' R/
W
(
P
U
B
L
I
C
)
SIDBUR
Y
R
O
A
D
-
S
R
1
3
3
6
PEDESTRIAN CROSSING
SIGN (TYP.)
10x70 NCDOT
SIGHT DISTANCE
TRIANGLE (TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
20' PERIPHERY
SETBACK (TYP.)
PASSIVE
OPEN SPACE
(TYP.)
R30.00'
50
'
R
/
W
1
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
50
'
R
/
W
50
'
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
10
'
U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
5
0
'
G
A
S
L
I
N
E
E
A
S
E
M
E
N
T
50
'
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
AMENITY POND
SCM POND 8
50
'
D
R
A
I
N
A
G
E
EA
S
E
M
E
N
T
ENLARGED SITE PLAN2
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
LEGEND AND NOTES1
SEE SHEET CS-103
MATCHLINE
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
NOTES:
WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS
SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY
LAND MANAGEMENT GROUP.
SOILS INFORMATION BASED ON INFORMATION OBTAINED ONLINE
ON 03.06.19 VIA NEW HANOVER COUNTY GIS SERVICES.
TYPICAL SINGLE FAMILY LOT IS 60' x 120', 70' x120' AT STREET
CORNERS.
DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREET
LIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTY
SUBDIVISION ORDINANCE, SECTION 52-9.
ALL COMMUNITY OWNED OPEN SPACE AVAILABLE FOR USE AS
DRAINAGE AND/OR UTILITY EASEMENT.
OPEN SPACE LEGEND:
ACTIVE RECREATION SPACE
PASSIVE RECREATION SPACE
CS-105
25
1"=50'
N/A
ENLARGED SITE PLAN
S
E
E
S
H
E
E
T
C
S
-
1
0
4
M
A
T
C
H
L
I
N
E
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
i
n
g
s
\
C
S
-
1
0
1
_
0
4
2
4
5
0
0
2
3
.
d
w
g
,
5
/
2
/
2
0
2
2
6
:
4
6
:
0
5
P
M
,
_
A
u
t
o
C
A
D
P
D
F
(
G
e
n
e
r
a
l
D
o
c
u
m
e
n
t
a
t
i
o
n
)
.
p
c
3
CURVE TABLE
CURVE
C188
C189
C190
C191
C192
C193
C194
C195
C196
C197
C198
C199
C200
C201
C202
C203
C204
C206
C207
C208
C209
C210
C211
C212
C213
C215
C218
C219
RADIUS
150.00
100.00
150.00
150.00
469.99
470.00
470.00
470.00
470.00
470.00
470.00
470.04
975.00
975.10
1117.17
1025.00
1025.00
225.00
150.00
150.00
150.00
150.00
100.00
150.00
99.98
225.00
150.00
150.00
LENGTH
60.00
157.08
60.00
40.00
57.00
57.00
57.00
56.99
56.99
56.99
56.99
56.99
60.27
60.04
59.08
58.85
111.34
101.54
55.00
55.00
55.00
55.00
147.06
27.37
10.02
24.55
23.36
10.00
TANGENT
30.41
100.00
30.41
20.12
28.53
28.53
28.53
28.53
28.53
28.53
28.53
28.53
30.14
30.03
29.55
29.43
55.73
51.65
27.81
27.81
27.81
27.81
90.45
13.72
5.01
12.29
11.70
5.00
BEARING
N75°40'46.81"E
N51°03'43.87"E
S32°48'00.78"W
S13°42'05.84"W
S43°54'31.98"W
S50°51'26.50"W
S57°48'20.10"W
S64°45'12.94"W
S71°42'05.04"W
S78°38'56.45"W
S85°35'47.22"W
N87°27'23.10"W
N89°15'42.88"W
N85°43'37.04"W
N84°59'11.22"W
N88°12'52.11"W
S87°01'43.56"W
S30°04'24.90"E
N61°19'44.43"E
N40°19'14.00"E
N19°18'43.57"E
N1°41'46.86"W
S33°31'21.14"W
S78°42'35.78"E
N11°28'38.86"W
N46°07'42.31"W
S88°23'58.18"E
N73°44'35.13"E
CHORD
59.60
141.42
59.60
39.88
56.96
56.96
56.96
56.96
56.96
56.96
56.95
56.95
60.26
60.03
59.07
58.84
111.29
100.68
54.69
54.69
54.69
54.69
134.16
27.34
10.01
24.54
23.34
10.00
DELTA
22°55'06"
90°00'00"
22°55'06"
15°16'44"
6°56'55"
6°56'54"
6°56'53"
6°56'52"
6°56'52"
6°56'51"
6°56'50"
6°56'48"
3°32'30"
3°31'40"
3°01'48"
3°17'23"
6°13'26"
25°51'26"
21°00'30"
21°00'30"
21°00'30"
21°00'30"
84°15'39"
10°27'21"
5°44'25"
6°15'09"
8°55'24"
3°49'11"
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
CURVE DATA2 LEGEND AND NOTES1
CS-106
26
NA
N/A
CURVE DATA
I:
\
0
4
2
4
5
\
0
0
2
3
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3
ROAD M
(50' PRIVATE R
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R
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(
5
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ROAD I
(50' PRIVATE R/
W
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ROAD B
(50' PRI
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R
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(
5
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ROAD C
(50' PRIV
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RO
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(5
0
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)
ROAD I
(50' PRIVATE R/W)
R
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K
(
5
0
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P
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V
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/
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ROAD H
(50' PRIVATE R/W)
R
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F
(
5
0
'
P
R
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V
A
T
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/
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)
RO
A
D
L
(5
0
'
P
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V
A
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R
/
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)
RO
A
D
G
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD L
(50' PRIVATE R/
W
)
R
O
A
D
M
(5
0
'
P
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V
A
T
E
R
/
W
)
RO
A
D
M
(5
0
'
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A
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R
/
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)
RO
A
D
L
(5
0
'
P
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A
T
E
R
/
W
)
ROAD P
(50' PRIVATE R
/
W
)
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD N
(50' PRIVATE R/
W
)
ROAD O
(50' PRIVATE R
/
W
)
RO
A
D
S
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
P
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD O
(50' PRIVATE R/
W
)
RO
A
D
Q
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
Q
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
R
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
R
O
A
D
X
(
5
0
'
P
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V
A
T
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/
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)
RO
A
D
L
(5
0
'
P
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V
A
T
E
R
/
W
)
ROAD U
(50' PRIVA
T
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R
/
W
)
R
O
A
D
Q
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD P
(50' PRIVATE R/
W
)
3
9
3
9
3
9
39
38
38
40
39
39
39
39
40
39
39 39
39
4
0
40
4
0
4
0
40
40
40
40404
0
38
38
3838
38
38
3
9
38
38 38
3838
38
39
38 38
38
38 39
39
3
9
39
39
40
40
39
39
39
39
38
38
39
3
9
3
9
40
39
38
37
36
25
30
26
27
28
29
31
32
33
34
25
27
36
39
38
37
36
3
7
3
7
3
2
3738 39 37 31
35
3
1
3
2
33
3
4
3
6
3
7
3
8
3
9
3
9
353436373839
40
373839
29 27
N/F
RMP SIDB
U
R
Y
R
O
A
D
L
L
C
DEED BO
O
K
5
6
1
7
P
A
G
E
4
4
2
MAP BOO
K
2
0
P
A
G
E
8
9
N/F
NC DEPT
O
F
T
R
A
N
S
P
O
R
T
A
T
I
O
N
DEED BO
O
K
3
0
9
9
P
A
G
E
3
4
4
N/FCORBETT INDUSTRI
E
S
I
N
C
.
DEED BOOK 5578 P
A
G
E
3
3
8
EOI
N/F
NC DEPT
O
F
T
R
A
N
S
P
O
R
T
A
T
I
O
N
DEED BO
O
K
3
0
9
9
P
A
G
E
3
4
4
N/FRMP SIDBURY ROAD
L
L
C
DEED BOOK 5617 PA
G
E
4
4
2
MAP BOOK 20 PAGE
8
9
100' R/W
(
P
U
B
L
I
C
)SIDBURY
R
O
A
D
-
S
R
1
3
3
6
CG-100
27
1"=150'
N/A
OVERALL GRADING &
STORMWATER PLAN
CG-101
CG-102
CG-103
PHASE LINE
POND 7
SCM 5
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
OVERALL GRADING & STORMWATER PLAN2 LEGEND AND NOTES1
0
SCALE: 1"=150' (Horiz.)
300'150'150'
CG-104
CG-105
SCM 6
POND 8
POND 9
PHASE LINE
PHASE LINE
PHASE LINE
I:
\
0
4
2
4
5
\
0
0
2
3
\
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\
8
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p
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3
3
8
3
7
37
38
3
8
4
0
41
41
4
2
40
39
41
40
38
23
38
38 39 40 41
3
9
3
9
4
1
ROAD M
(50' PRIVATE R/W)
ROAD I
(50' PRIVATE R/W)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
253
288
289
290
291
292
293
294
295296297298299300
301
302
303
304
305
306
307
308 309 310 311 312 313
314
315
316317318319320321322
323 324 325 326 327 328 329 330 331 332
333
38
38
38
38
38
38
38
3838
38
38
18" HP
(24LF @ -0.50%)
18" HP
(144LF @ 0.50%)
18" HP
(24LF @ 1.00%)
30" HP
(142LF @ 0.50%)
18" HP
(32LF @ 1.00%)
36" HP
(252LF @ 0.50%)
18" HP
(24LF @ -1.00%)
42" HP
(72LF @ 0.50%)
42" HP
(118LF @ 0.50%)
36" HP
(369LF @ 0.78%)
24" HP
(113LF @ 0.50%)
18" HP
(24LF @ 0.50%)18" HP
(24LF @ 1.00%)
18" HP
(24LF @ 1.00%)
Structure - (225)
RIM=37.87
Structure - (226)
RIM=37.87
Structure - (57)
RIM=37.77
Structure - (58)
RIM=37.77
Structure - (138)
RIM=38.30
Structure - (139)
RIM=38.18
Structure - (220)
RIM=38.06
Structure - (141)
RIM=38.05
Structure - (144)
RIM=37.81
Structure - (145)
RIM=37.81
Structure - (63)
RIM=38.12
Structure - (62)
RIM=37.71
Structure - (223)
RIM=37.75
Structure - (224)
RIM=37.75
PROJECT BOUNDARY
EXISTING PHASE 1
STORMWATER PIPE
NETWORK
50' PRIVATE R/W (TYP)
EX
I
S
T
I
N
G
P
H
A
S
E
1
PH
A
S
E
2
EXISTING PHASE 1
PHASE 2
EXISTING
AMENITY
CENTER
EXISTING
AMENITY POND
Structure - (266)
RIM=37.74
18" HP
(24LF @ 1.00%)
Structure - (265)
RIM=37.74
24" HP
(28LF @ 0.50%)
36" HP
(25LF @ 0.50%)
Structure - (264)
RIM=37.85
Structure - (263)
RIM=37.84
18" HP
(24LF @ 1.00%)
CG-101
28
1" = 50'
N/A
ENLARGED GRADING &
STORMWATER PLANDESCRIPTIONSDATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
ENLARGED GRADING & STORMWATER PLAN2 LEGEND AND NOTES1
0
SCALE: 1"=50' (Horiz.)
100'50'50'
KEY MAP
SCALE: NTS
SE
E
S
H
E
E
T
C
G
-
1
0
2
MA
T
C
H
L
I
N
E
SEE SHEET CG-104
MATCHLINE
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
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n
g
s
\
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0
1
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0
4
2
4
5
0
0
2
3
.
d
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,
5
/
2
/
2
0
2
2
6
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8
P
M
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A
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t
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A
D
P
D
F
(
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n
t
a
t
i
o
n
)
.
p
c
3
37
38
38
3738
39
39
39
39
3939
3738
38
39
38
38
RO
A
D
M
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
P
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
334
335
336
337
338
339
340
341
342 343 344 345 346 347 348
349
350
351
352
353
354
355
356
357
358
359
360
361
362
363 364 365 366 367 368 369 370 371 372 373
374375376377378379380381382383
384
385
386
387
388
389
390
391
392
393
394
395
396
397
398
399
400
401
402
403
404
405
406
407
408 409 410 411 412 413 414 415
ROAD P
(50' PRIVATE R/W)
SCM POND 5
SCM POND 6
3
9
38
39
3
9
40
40
39
39
39
39
38
3839
3
9
3
9
40
39
38
37
36
25
30
26
27
28
29
31
32
33
34
25
27
36
39
38
37
36
18" HP
(32LF @ 1.00%)
48" HP
(54LF @ 0.50%)
18" HP
(24LF @ -1.00%)
48
"
H
P
(1
7
8
L
F
@
0
.
5
0
%
)
42" HP
(48LF @ 0.50%)
48
"
H
P
(2
8
8
L
F
@
0
.
5
0
%
)
18" HP
(24LF @ 4.01%)
60" HP
(140LF @ 0.50%)
60"
H
P
(54
L
F
@
0
.
5
0
%
)
48
"
H
P
(1
4
5
L
F
@
0
.
5
0
%
)
18" HP
(24LF @ 0.99%)
36
"
H
P
(3
3
7
L
F
@
-
0
.
5
2
%
)
18" HP
(24LF @ -1.00%)
30
"
H
P
(1
8
6
L
F
@
-
0
.
5
0
%
)
18" HP
(24LF @ 1.44%)
18" HP
(105LF @ -0.50%)
18" HP
(24LF @ -0.50%)
18" HP
(24LF @ 0.50%)
24" HP
(194LF @ 0.50%)
18" HP
(26LF @ 0.50%)
24" HP
(122LF @ 0.50%)
24" HP
(26LF @ 0.50%)
36
"
H
P
(1
2
1
L
F
@
0
.
5
0
%
)
18" HP
(26LF @ 1.00%)
36
"
H
P
(1
8
6
L
F
@
0
.
5
0
%
)
18" HP
(26LF @ 1.00%)
36
"
H
P
(2
9
4
L
F
@
0
.
5
0
%
)
54" HP
(159LF @ 0.50%)
54"
H
P
(71
L
F
@
0
.
5
0
%
)
48
"
H
P
(1
1
7
L
F
@
1
.
3
5
%
)
18" HP
(25LF @ 1.00%)
Structure - (227)
RIM=37.88
Structure - (167)
RIM=37.70
Structure - (60)
RIM=37.94
Structure - (142)
RIM=37.93
Structure - (181)
RIM=38.89
Structure - (221)
RIM=38.42
Structure - (146)
RIM=38.46
Structure - (54)
RIM=38.46
Structure - (55)
RIM=42.32
Structure - (213)
RIM=38.62
Structure - (204)
RIM=38.65
Structure - (209)
RIM=38.75Structure - (205)
RIM=38.76
Structure - (212)
RIM=38.03Structure - (206)
RIM=38.04
Structure - (210)
RIM=38.36
Structure - (208)
RIM=38.33
Structure - (132)
RIM=38.03
Structure - (133)
RIM=38.62
Structure - (173)
RIM=39.37
Structure - (125)
RIM=38.83
Structure - (124)
RIM=38.84
Structure - (127)
RIM=39.27
Structure - (128)
RIM=38.85
Structure - (172)
RIM=38.85
Structure - (131)
RIM=39.53
Structure - (129)
RIM=39.54
Structure - (105)
RIM=39.18
Structure - (106)
RIM=36.13
Structure - (169)
RIM=38.73
Structure - (56)
INV.=26.56 Structure - (107)
INV.=28.52
PROJECT BOUNDARY
50' PRIVATE R/W (TYP)
50' PRIVATE R/W (TYP)
PH
A
S
E
2
FU
T
U
R
E
P
H
A
S
E
3
24" HP
(51LF @ 0.30%)
24" HP
(51LF @ 0.30%)
24" HP
(58LF @ 0.30%)
24" HP
(261LF @ 0.30%)
24" HP
(60LF @ 0.30%)
24" HP
(262LF @ 0.30%)
Structure - (271)
RIM=37.85
48" HP
(53LF @ 0.50%)
18" HP
(47LF @ 0.50%)
18" HP
(24LF @ 0.50%)
Structure - (260)
RIM=37.92
Structure - (259)
RIM=37.92
Structure - (306)
RIM=36.84
Structure - (307)
RIM=36.83
18" HP
(26LF @ 1.00%)
Structure - (267)
RIM=39.19
???" HP
(???LF @ ???)
???" HP
(???LF @ ???)
CG-102
29
1" = 50'
N/A
ENLARGED GRADING &
STORMWATER PLANDESCRIPTIONSDATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
ENLARGED GRADING & STORMWATER PLAN2 LEGEND AND NOTES1
SEE SHEET CG-103
MATCHLINE
SE
E
S
H
E
E
T
C
G
-
1
0
1
MA
T
C
H
L
I
N
E
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
i
n
g
s
\
C
G
-
1
0
1
_
0
4
2
4
5
0
0
2
3
.
d
w
g
,
5
/
2
/
2
0
2
2
6
:
5
2
:
0
0
P
M
,
_
A
u
t
o
C
A
D
P
D
F
(
G
e
n
e
r
a
l
D
o
c
u
m
e
n
t
a
t
i
o
n
)
.
p
c
3
39
39
3
9
3
9
39
39
39
39
39
40
40
4
1
40
3
9
ROAD L
(50' PRIVATE R/W)
ROAD N
(50' PRIVATE R/W)
ROAD O
(50' PRIVATE R/W)
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
342 343 344 345 346 347 348 408 409 410 411 412 413 414 415
416417418419420421422423424425426427428429430
431 432 433 434 435 436 437 438 439 440 441 442 443 444 445
446447448449450451452453454455456457458459460
476 477
478 479 480
PUMP STATION
SCM POND 7
40
39
39
39 39
4
0
40
4
0
4
0
40
40
4040
40
4
0
3
8
38 38
38
39 39 3
9
39
3
9
40
37
3839
29
27
36" HP
(54LF @ 1.40%)
36
"
H
P
(9
6
L
F
@
1
.
4
7
%
)
48
"
H
P
(1
4
5
L
F
@
0
.
5
0
%
)
18" HP
(27LF @ 1.00%)
30" HP
(68LF @ 0.50%)
18" HP
(24LF @ 1.00%)
48" HP
(30LF @ 0.50%)
18" HP
(24LF @ 1.00%)
18" HP
(112LF @ 0.50%)
18" HP
(24LF @ 1.00%)
24" HP
(95LF @ 0.50%)
18" HP
(54LF @ -1.00%)
18" HP
(24LF @ -1.00%)
36" HP
(29LF @ 0.50%)
48
"
H
P
(1
1
7
L
F
@
1
.
3
5
%
)
18" HP
(25LF @ 1.00%)
48" HP
(31LF @ 0.50%)
30" HP
(79LF @ 1.91%)
48" HP
(46LF @ 0.50%)
18" HP
(24LF @ 1.00%)
24" HP
(115LF @ 1.00%)
18" HP
(24LF @ 1.00%)
15" HP
(29LF @ 1.00%)
42" HP
(213LF @ 0.50%)
18" HP
(26LF @ 1.00%)
42" HP
(32LF @ 0.50%)
30" HP
(117LF @ 0.50%)
24" HP
(45LF @ 0.50%)
18" HP
(24LF @ 1.00%)
18" HP
(119LF @ 0.50%)
18" HP
(24LF @ 0.50%)
18" HP
(27LF @ 0
.
5
0
%
)
1
8
"
H
P
(
1
3
0
L
F
@
0
.
5
0
%
)
24" HP
(49LF @ 0.60%)
24" HP
(25LF @ 0.50%)
30"
H
P
(16
0
L
F
@
0
.
5
0
%
)
1
8
"
H
P
(
7
0
L
F
@
0
.
5
0
%
)
18" HP
(25LF @ 1.00%)24" HP
(46LF @ 1.00%)
36" HP
(334LF @ 0.53%)42" HP
(56LF @ 0.50%)
48" HP
(57LF
@
0
.
5
0
%
)
18" HP
(26LF @ 1.00%)
36
"
H
P
(1
9
7
L
F
@
0
.
5
0
%
)
24" HP
(121LF @ 1.00%)
18" HP
(24LF @ 2.00%)
30" HP
(242LF @ 1.33%)
Structure - (148)
RIM=37.90
Structure - (53)
RIM=37.95
Structure - (136)
RIM=37.84
Structure - (134)
RIM=37.84
Structure - (240)
RIM=39.30
Structure - (239)
RIM=38.16
Structure - (202)
RIM=38.74
Structure - (219)
RIM=37.76
Structure - (203)
RIM=38.24
Structure - (215)
RIM=38.75
Structure - (218)
RIM=38.74
Structure - (169)
RIM=38.73
Structure - (104)
RIM=38.78
Structure - (103)
RIM=38.82
Structure - (102)
RIM=38.67
Structure - (170)
RIM=38.65
Structure - (111)
RIM=38.21
Structure - (110)
RIM=38.21
Structure - (130)
RIM=38.90
Structure - (234)
RIM=38.90
Structure - (171)
RIM=39.69
Structure - (101)
RIM=39.69
Structure - (176)
RIM=39.97
Structure - (98)
RIM=40.08
Structure - (180)
RIM=38.81
Structure - (179)
RIM=38.40
Structure - (236)
RIM=38.78
Structure - (235)
RIM=38.78
Structure - (78)
RIM=40.18
Structure - (79)
RIM=40.18
Structure - (82)
RIM=39.33
Structure - (81)
RIM=39.23
Structure - (228)
RIM=39.25Structure - (83)
RIM=39.91
Structure - (96)
RIM=40.08
Structure - (229)
RIM=39.87
Structure - (84)
RIM=39.41
Structure - (86)
RIM=39.77
Structure - (89)
RIM=40.00
Structure - (88)
RIM=38.95
Structure - (87)
RIM=38.95
Structure - (194)
RIM=39.82
Structure - (51)
RIM=39.87 Structure - (69)
RIM=38.72
Structure - (70)
RIM=38.72
Structure - (147)
RIM=38.07
Structure - (183)
Structure - (302)
RIM=38.34
18" HP
(24LF @ 1.00%)
Structure - (303)
RIM=38.34
24" HP
(61LF @ 1.00%)
18" HP
(24LF @ 0.50%)
Structure - (261)
RIM=38.11
Structure - (262)
RIM=38.09
18" HP
(23LF @ 1.00%)
Structure - (283)
RIM=38.03
24" HP
(144LF @ 1.00%)
18" HP
(24LF @ 8.68%)
Structure - (285)
RIM=39.07
Structure - (284)
RIM=39.10
18" HP
(59LF @ 0.50%)Structure - (287)
RIM=38.83
18" HP
(25LF @ 1.00%)
Structure - (286)
RIM=38.82 Structure - (298)
RIM=38.83
18" HP
(24LF @ 0.50%)
Structure - (299)
RIM=38.78
30" HP
(142LF @ 0.50%)
Structure - (300)
RIM=38.41
18" HP
(24LF @ 1.00%)
Structure - (301)
RIM=38.40
36
"
H
P
(1
2
3
L
F
@
1
.
1
4
%
)
Structure - (279)
RIM=39.37
18" HP
(27LF @ 8.62%)
Structure - (278)
RIM=39.32
18" HP
(127LF @ 0.50%)
18" HP
(26LF @ 0.50%)
Structure - (290)
RIM=39.84
Structure - (291)
RIM=39.84
3
0
"
H
P
(
8
5
L
F
@
0
.
5
0
%
)
18" HP
(26LF @ 0.73%)
Structure - (275)
RIM=39.46
Structure - (276)
RIM=39.73
CG-103
30
1" = 50'
N/A
ENLARGED GRADING &
STORMWATER PLANDESCRIPTIONSDATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
ENLARGED GRADING & STORMWATER PLAN2 LEGEND AND NOTES1
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
SE
E
S
H
E
E
T
C
G
-
1
0
4
MA
T
C
H
L
I
N
E
SEE SHEET CG-102
MATCHLINE
SEE SHEET CG-105
MATCHLINE
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
i
n
g
s
\
C
G
-
1
0
1
_
0
4
2
4
5
0
0
2
3
.
d
w
g
,
5
/
2
/
2
0
2
2
6
:
5
2
:
0
5
P
M
,
_
A
u
t
o
C
A
D
P
D
F
(
G
e
n
e
r
a
l
D
o
c
u
m
e
n
t
a
t
i
o
n
)
.
p
c
3
39
3
9
42
41
41
4
1
40
39 38
23
3
8
2
3
40
38
39
39
39
39
38
3
9
3939
40
40
39
39
4
0
39
39
39
3
9
3
8
3
8
38
3
9
39
3
9
35
36
37
3
8
1
2
3
4
5
6
R
O
A
D
J
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
R
O
A
D
K
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
246
248
249
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279 280 281 282
283 284 285
286
287
288
461
462
463
464
465
466
467
468
247
SCM POND 8
3
9
3
9
3
9
39
38
38
40
39
39
39
39
3
7
3
7
3
2
37
38 39
37
31
35
31
32
33
34
36
37
38
39
3
9
2
4
"
H
P
(1
1
0
L
F
@
-
0
.
5
0
%
)
36" HP
(170LF @ 0.50%)
36" HP
(136LF @ 0.50%)
24" HP
(111LF
@
0
.
5
0
%
)
18" HP
(26LF @ 1.00%)
18" HP
(221LF @ -1.00%)
18" HP
(26LF @ 1.00%)24" H
P
(164
L
F
@
0
.
5
0
%
)
24"
H
P
(13
4
L
F
@
0
.
5
0
%
)
18" HP
(26LF @ -0.50%)
Structure - (237)
RIM=39.05
Structure - (193)
RIM=38.74
Structure - (199)
RIM=38.73
Structure - (192)
RIM=39.18
Structure - (198)
RIM=39.17
Structure - (191)
RIM=39.72
Structure - (197)
RIM=39.33
Structure - (242)
RIM=39.31
E
X
I
S
T
I
N
G
P
H
A
S
E
1
P
H
A
S
E
2
EXISTING PHASE 1
PHASE 2
EXISTING
AMENITY POND
EXISTING
AMENITY CENTER
50.00' GAS EASEMENT
24" HP
(50LF @ 0.30%)
18" HP
(398LF @ 0.15%)
18" HP
(400LF @ 0.15%)
Structure - (283)
Structure - (250)
RIM=38.17
1
8
"
H
P
(
2
4
L
F
@
0
.
5
0
%
)
Structure - (251)
RIM=38.17
24
"
H
P
(7
6
L
F
@
0
.
5
0
%
)
Structure - (252)
RIM=39.25
2
4
"
H
P
(
7
6
L
F
@
0
.
5
0
%
)
Structure - (253)
RIM=39.15
30" HP
(206LF
@
0
.
5
0
%
)
2
4
"
H
P
(
9
4
L
F
@
-
1
.
5
4
%
)
Structure - (255)
RIM=38.92
Structure - (254)
RIM=38.92
18" HP
(24LF @ -0.50%)
18" HP
(46LF @ 0.50%)
Structure - (295)
RIM=38.96
24" HP
(55LF @ 0.50%)
Structure - (289)
RIM=38.84
Structure - (241)
RIM=38.87
CG-104
31
1" = 50'
N/A
ENLARGED GRADING &
STORMWATER PLANDESCRIPTIONSDATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
ENLARGED GRADING & STORMWATER PLAN2 LEGEND AND NOTES1
S
E
E
S
H
E
E
T
C
G
-
1
0
5
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C
G
-
1
0
3
MA
T
C
H
L
I
N
E
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
i
n
g
s
\
C
G
-
1
0
1
_
0
4
2
4
5
0
0
2
3
.
d
w
g
,
5
/
2
/
2
0
2
2
6
:
5
2
:
1
0
P
M
,
_
A
u
t
o
C
A
D
P
D
F
(
G
e
n
e
r
a
l
D
o
c
u
m
e
n
t
a
t
i
o
n
)
.
p
c
3
39
3
9
39
39
39
39
40
3
9
3
9
38 39
40
39
38
39
40
39 38
37
37 38 3939
R
O
A
D
M
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
463
464
465
466
467
468
469 470
471
472 473 474 475
476 477
478 479
AMENITY
POND 9
SCM POND 8
40
40
4
0
3
7
3
7
3
2
37
38 39
37
31
35
31
32
33
34
36
37
38
39
3
9
35 3436373839
40
3839
29
2
4
"
H
P
(1
1
0
L
F
@
-
0
.
5
0
%
)
18" HP
(24LF @ 0.50%)
24" HP
(117LF @ -0.50%)
36" HP
(54LF @ 1.40%)
36
"
H
P
(9
6
L
F
@
1
.
4
7
%
)
48" HP
(57LF
@
0
.
5
0
%
)
18" HP
Structure - (86)
RIM=39.77
Structure - (74)
RIM=39.31
Structure - (72)
RIM=39.15
Structure - (71)
RIM=38.97
Structure - (89)
RIM=40.00
Structure - (88)
RIM=38.95
Structure - (183)
50.00' GAS EASEMENT
P
H
A
S
E
2
F
U
T
U
R
E
P
H
A
S
E
3
SIDBU
R
Y
R
O
A
D
(
S
R
1
3
3
6
)
(100'
P
U
B
L
I
C
R
/
W
)
24" HP
(50LF @ 0.30%)
18" HP
(398LF @ 0.15%)
18" HP
(400LF @ 0.15%)
18" HP
(37LF @ 5.73%)
18" HP
(35LF @ 6.04%)
36
"
H
P
(1
2
3
L
F
@
1
.
1
4
%
)
Structure - (279)
RIM=39.37
18" HP
(27LF @ 8.62%)
Structure - (278)
RIM=39.32
(127LF @ 0.50%)
18" HP
(26LF @ 0.50%)
Structure - (290)
RIM=39.84
Structure - (291)
RIM=39.84
Structure - (305)
RIM=39.15
Structure - (304)
RIM=39.15
CG-105
32
1" = 50'
N/A
ENLARGED GRADING &
STORMWATER PLANDESCRIPTIONSDATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
ENLARGED GRADING & STORMWATER PLAN2 LEGEND AND NOTES1
SEE SHEET CG-103
MATCHLINE
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
S
E
E
S
H
E
E
T
C
G
-
1
0
4
M
A
T
C
H
L
I
N
E
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
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3
3
6
ROAD M
(50' PRIVATE R/
W
)
R
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5
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ROAD I
(50' PRIVATE R/
W
)
ROAD B
(50' PRI
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R
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5
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ROAD C
(50' PRIV
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ROAD I
(50' PRIVATE R/W)
R
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5
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ROAD H
(50' PRIVATE R/W)
R
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)
RO
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)
RO
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(5
0
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)
ROAD L
(50' PRIVATE R
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W
)
R
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0
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ROAD P
(50' PRIVATE R/
W
)
RO
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(5
0
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/
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ROAD N
(50' PRIVATE R/
W
)
ROAD O
(50' PRIVATE R/
W
)
RO
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(5
0
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R
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)
RO
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(5
0
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V
A
T
E
R
/
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)
RO
A
D
P
(5
0
'
P
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V
A
T
E
R
/
W
)
ROAD O
(50' PRIVATE R/
W
)
RO
A
D
Q
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
Q
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
R
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
R
O
A
D
X
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD U
(50' PRIVA
T
E
R
/
W
)
RO
A
D
Q
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD P
(50' PRIVATE R/
W
)
CU-100
33
1"=150'
N/A
OVERALL UTILITY PLAN
PROPOSED PUBLIC 8" PVC
C-900 WATER MAIN (TYP.)
BLOWOFF ASSEMBLY
(TYP.)
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
CU-1002 LEGEND AND NOTES1
KEY MAP
SCALE: NTS
0
SCALE: 1"=150' (Horiz.)
300'150'150'
PROPOSED PUBLIC 6" PVC
C-900 WATER MAIN (TYP.)
PROPOSED PUBLIC 6" PVC
C-900 WATER MAIN (TYP.)
FIRE HYDRANT
ASSEMBLY
PROPOSED PUBLIC 4" PVC
C-900 WATER MAIN (TYP.)
PROPOSED PUBLIC 8" PVC
C-900 WATER MAIN (TYP.)
PROPOSED PUBLIC 6" PVC
C-900 WATER MAIN (TYP.)
FIRE HYDRANT
ASSEMBLY
PROPOSED PUBLIC 8" PVC
C-900 GRAVITY SEWER (TYP.)
PROPOSED PUBLIC 8" PVC
C-900 GRAVITY SEWER (TYP.)
SANITARY SEWER
MANHOLE
(TYP.)PROPOSED PUBLIC 10" PVC
C-900 WATER MAIN (TYP.)
CONNECT TO EXISTING
C-900 10" WATER MAIN
CONNECT TO EXISTING
C-900 8" WATER MAIN
CONNECT TO EXISTING
C-900 8" WATER MAIN
BLOWOFF ASSEMBLY
(TYP.)
BLOWOFF ASSEMBLY
(TYP.)
BLOWOFF ASSEMBLY
(TYP.)
I:
\
0
4
2
4
5
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0
0
2
3
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p
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3
ROAD M
(50' PRIVATE R/W)
ROAD I
(50' PRIVATE R/W)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
253
288
289
290
291
292
293
294
295296297298299300
301
302
303
304
305
306
307
308 309 310 311 312 313
314
315
316317318319320321322
323 324 325 326 327 328 329 330 331 332
333
X
X
X X X
X
X
10W
6W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
2W
2W
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
6W
6W
6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W
8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W
SS SS SSSSSSSS SSSS
SSSSSSSSSSSSSSSS
REMOVE 8" PLUG AND
TIE TO EXISTING 8"
WATERMAIN.
PROPOSED 8" PVC
C-900 WATER MAIN
(TYP.)
(1) 8"x6" REDUCER
(1) 6" GV
10' UTILITY EASEMENT
REMOVE 6" PLUG AND
TIE TO EXISTING 6"
WATERMAIN.
PHASE LINE
10' UTILITY EASEMENT
50' R/W
50' R/W
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
50' DRAINAGE
EASEMENT
EX
I
S
T
I
N
G
P
H
A
S
E
1
PH
A
S
E
2
EXISTING PHASE 1
PHASE 2
EXISTING
AMENITY
CENTER
EXISTING
AMENITY POND
SSMH-65
RIM 38.00
SSMH-69
RIM 38.01
SSMH-70
RIM 37.90
SSMH-64
RIM 38.55
SSMH-63
RIM 38.11
8" C-900 400.00'
8" C-900 121.91'
8" C-900 69.17'
8" C-900 139.50'8" C-900 393.61'
CU-101
34
1"=50'
N/A
ENLARGED UTILITY PLAN
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
LEGEND AND NOTES1ENLARGED UTILITY PLAN2
0
SCALE: 1"=50' (Horiz.)
100'50'50'
N
KEY MAP
SCALE: NTS
SE
E
S
H
E
E
T
C
U
-
1
0
2
MA
T
C
H
L
I
N
E
SEE SHEET CU-104
MATCHLINE
I:
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0
4
2
4
5
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2
3
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8
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RO
A
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(5
0
'
P
R
I
V
A
T
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R
/
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)
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
P
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
334
335
336
337
338
339
340
341
342 343 344 345 346 347 348
349
350
351
352
353
354
355
356
357
358
359
360
361
362
363 364 365 366 367 368 369 370 371 372 373
374375376377378379380381382383
384
385
386
387
388
389
390
391
392
393
394
395
396
397
398
399
400
401
402
403
404
405
406
407
408 409 410 411 412 413 414 415
ROAD P
(50' PRIVATE R/W)
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6
W
6
W
6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W
6W
6W
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSS
(1) 6" MJ TEE
(2) 6" GV
FHA (TYP.)
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
50' R/W
50' R/W
FHA (TYP.)
FHA (TYP.)
(1) 6" MJ TEE
(2) 6" GV
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTION
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
50' R/W
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
50' R/W
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
SCM POND 6
SCM POND 7
10' UTILITY
EASEMENT
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
50' DRAINAGE
EASEMENT
50' DRAINAGE
EASEMENT
30' DRAINAGE
EASEMENT
SSMH-66
RIM 37.89
SSMH-101
RIM 38.94
SSMH-100
RIM 39.06
SSMH-67
RIM 38.10
SSMH-68
RIM 38.97
SSMH-71
RIM 38.99
SSMH-99
RIM 38.23
SSMH-98
RIM 39.35
SSMH-103
RIM 39.98
SSMH-102
RIM 39.50
8"
C
-
9
0
0
6
8
.
0
5
'
8"
C
-
9
0
0
1
6
8
.
1
8
'
8"
C
-
9
0
0
2
3
7
.
7
2
'
8"
C
-
9
0
0
2
3
7
.
7
2
'
8"
C
-
9
0
0
2
6
5
.
7
2
'
8"
C
-
9
0
0
4
0
0
.
0
0
'
8"
C
-
9
0
0
3
9
2
.
5
7
'
8"
C
-
9
0
0
3
9
2
.
6
5
'
8" C-900 145.22'8" C-900 288.88'
PH
A
S
E
2
FU
T
U
R
E
P
H
A
S
E
3
CU-102
35
N/A
ENLARGED UTILITY PLAN
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
LEGEND AND NOTES1ENLARGED UTILITY PLAN2
1" = 50'
SEE SHEET CU-103
MATCHLINE
SE
E
S
H
E
E
T
C
U
-
1
0
1
MA
T
C
H
L
I
N
E
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
N
I:
\
0
4
2
4
5
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2
3
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ROAD L
(50' PRIVATE R/W)
ROAD N
(50' PRIVATE R/W)
ROAD O
(50' PRIVATE R/W)
RO
A
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(5
0
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P
R
I
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A
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/
W
)
(50' PR
I
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A
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/
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)
416417418419420421422423424425426427428429430
431 432 433 434 435 436 437 438 439 440 441 442 443 444 445
446447448449450451452453454455456457458459460
476 477
478 479 480
PUMP STATION
X
X
X
X
X
6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W 6W 6W 6W 6W 6W 6W 6W
6W
6W
6W
6
W
6
W
6
W
6
W
6
W
6
W
6
W
6
W
6
W
6
W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8
W
4
W
8W
8W
8W
8W 8W 8W 8W 8W 8W 8W 8W 8W
8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W
SS SS SSSSSSSS SS SS SSSSSSSS SS SS SSSSSSSS
SS
SS
SS
SS
SS SSSSSS SS SSSSSS SS SSSSSS SS SSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SSSS
SSSSSSSSSSSSSSSSSSSS
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
6W
10' UTILITY
EASEMENT
50' R/W
50' R/W
50' R/W
50' R/W
50' R/W
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTION
PROPOSED 8" PVC
C-900 WATER MAIN
(TYP.)
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
PROPOSED 8" PVC
C-900 WATER MAIN
(TYP.)
(1) 8" MJ TEE
(1) 8"x6" REDUCER
(1) 8" GV
(1) 6" GV
(1) 8" MJ CROSS
(1) 8"x6" REDUCER
(1) 8" GV
(1) 6" GV
FHA (TYP.)
(1) 8" MJ CROSS
(2) 8"x6" REDUCER
(1) 8" GV
(2) 6" GV
FHA (TYP.)
(1) 8" MJ TEE
(1) 8"x6" REDUCER
(1) 8" GV
(1) 6" GV
FHA (TYP.)
(1) 6" GV
(1) 6" MJ TEE
(1) 6" GV
FHA (TYP.)
FHA (TYP.)
(1) 6" MJ TEE
(1) 6" GATE VALVE
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTION
(1) 6" MJ TEE
(1) 6" GATE VALVE
(1) 6" MJ TEE
(1) 6" GATE VALVE(1) 8" MJ TEE
(1) 8"x6" REDUCER
(1) 6" GATE VALVE
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTION
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTION
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTION(1) 8" MJ TEE
(1) 8"x4" REDUCER
(1) 8" GV
(1) 4" GV
FHA (TYP.)
50' DRAINAGE
EASEMENT
SSMH-86
RIM 39.83
SSMH-90
RIM 40.45
SSMH-79
RIM 39.03
SSMH-74
RIM 38.50
SSMH-91
RIM 39.58
SSMH-77
RIM 40.06
SSMH-85
RIM 39.26
SSMH-73
RIM 38.44
SSMH-78
RIM 38.75
SSMH-97
RIM 40.50
SSMH-75
RIM 39.11
SSMH-80
RIM 40.06
SSMH-96
RIM 40.26
SSMH-92
RIM 40.15
SSMH-76
RIM 39.03SSMH-72
RIM 38.07
SSMH-95
RIM 39.74
SSMH-94
RIM 39.51
SSMH-93
RIM 39.69
SSMH-87
RIM 39.82
8" C-900 352.00'8" C-900 352.00'8" C-900 354.19'
8"
C
-
9
0
0
2
9
0
.
0
0
'
8" C-900 252.30'8" C-900 252.30'8" C-900 276.80'8" C-900 276.80'
8"
C
-
9
0
0
2
9
0
.
0
0
'
8"
C
-
9
0
0
2
7
9
.
2
7
'
8"
C
-
9
0
0
1
3
5
.
4
3
'
8
"
C
-
9
0
0
9
0
.
5
5
'
8"
C
-
9
0
0
1
5
1
.
6
4
'
8
"
C
-
9
0
0
1
0
0
.
0
3
'
8
"
C
-
9
0
0
9
9
.
4
6
'
8
"
C
-
9
0
0
1
0
0
.
5
4
'
8"
C
-
9
0
0
9
5
.
7
6
'
8" C-900 301.97'
8" C-900 334.14'
8" C-
9
0
0
9
5
.
7
6
'
SCM POND 8
6" C900 FORCE MAIN
CU-103
36
N/A
ENLARGED UTILITY PLAN
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
LEGEND AND NOTES1ENLARGED UTILITY PLAN2
1"= 50'
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
N
SE
E
S
H
E
E
T
C
U
-
1
0
4
MA
T
C
H
L
I
N
E
SEE SHEET CU-102
MATCHLINE
SEE SHEET CU-105
MATCHLINE
I:
\
0
4
2
4
5
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0
0
2
3
\
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\
8
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p
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3
SCM POND 9
1
2
3
4
5
6
R
O
A
D
J
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
R
O
A
D
K
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
246
248
249
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279 280 281 282
283 284 285
286
287
288
461
462
463
464
465
466
467
468
247
1
0
W
1
0
W
1
0
W
1
0
W
1
0
W
1
0
W
1
0
W
1
0
W
1
0
W
1
0
W
10
W
10
W
10W
10
W
10
W
10
W
SSSS
S
S
S
S
SSSS
S
S
S
S
6W
6W
6W
6W
6W
6W
W
W
F
M
F
M
FM
FM
10W
10W
10W
10W
10W
10W
10W
10W
10W
10W 8W 8W 8W 8W 8W 8W
4
W
4
W
4
W
SSSSSSSS
SSSS
SSSS
SSSS
S
S
S
S
S
S
S
S
W
W
FM
FM
FM
FM
FM
FM FM FM FM
6W
6W
6W
6
W
6
W
6
W
6
W
6
W
6
W
6
W
6
W
50' R/W
50' R/W
PROPOSED 4" PVC
C-900 WATER MAIN
(TYP.)
REMOVE 10" PLUG AND
TIE TO EXISTING 10"
WATERMAIN.
PROPOSED 10" PVC
C-900 WATER MAIN
(TYP.)
10' UTILITY
EASEMENT
PROPOSED 8" PVC
C-900 WATER MAIN
(TYP.)
(1) 10"x8" REDUCER
(1) 8" GV
REMOVE 6" PLUG AND
TIE TO EXISTING 6"
WATERMAIN.
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
BLOW OFF ASSEMBLY
(TYP.)
10' UTILITY
EASEMENT
50' DRAINAGE
EASEMENT
E
X
I
S
T
I
N
G
P
H
A
S
E
1
P
H
A
S
E
2
EXISTING PHASE 1
PHASE 2
EXISTING
AMENITY POND
EXISTING
AMENITY CENTER
SSMH-82
RIM 39.29
SSMH-83
RIM 39.90
SSMH-105
RIM 39.29
SSMH-104
RIM 39.67
SSMH-106
RIM 39.44
SSMH-107
RIM 38.70
SSMH-84
RIM 39.65
SSMH-81
RIM 38.96
8" C-900 299.34'
8" C-900 12
6
.
8
5
'
8" C-
9
0
0
1
3
9
.
8
5
'
8" C
-
9
0
0
1
4
2
.
2
8
'
8
"
C
-
9
0
0
2
4
6
.
1
5
'
8
"
C
-
9
0
0
8
1
.
4
7
'
8"
C
-
9
0
0
7
0
.
4
3
'
8" C-900 70.67'
50.00' GAS EASEMENT
SCM POND 9
TIE TO EXISTING
MANHOLE
CU-104
37
N/A
ENLARGED UTILITY PLAN
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
LEGEND AND NOTES1ENLARGED UTILITY PLAN2
1" = 50'
S
E
E
S
H
E
E
T
C
U
-
1
0
5
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C
U
-
1
0
3
MA
T
C
H
L
I
N
E
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
N
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
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0
4
2
4
5
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3
.
d
w
g
,
5
/
2
/
2
0
2
2
6
:
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8
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4
5
P
M
,
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A
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t
o
C
A
D
P
D
F
(
G
e
n
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r
a
l
D
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m
e
n
t
a
t
i
o
n
)
.
p
c
3
SCM POND 9
R
O
A
D
M
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
463
464
465
466
467
468
469 470
471
472 473 474 475
476 477
478 479
W
W
W
W
W
W
W
8W
8W
8W
8W
8W
8W
8
W
4
W
4
W
4
W
4
W
4
W
4
W
4
W
4
W
4
W
8W
8W
8W
8W 8W 8W 8W 8W 8W 8W
SSSS
SSSS
SSSSSSSS
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
50' R/W
50' R/W
10' UTILITY
EASEMENT
PROPOSED 4" PVC
C-900 WATER MAIN
(TYP.)
PROPOSED 8" PVC
C-900 WATER MAIN
(TYP.)
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTION(1) 8" MJ TEE
(1) 8"x4" REDUCER
(1) 8" GV
(1) 4" GV
FHA (TYP.)
BLOW OFF ASSEMBLY
(TYP.)
10' UTILITY
EASEMENT
50' DRAINAGE
EASEMENT
SSMH-86
RIM 39.83
SSMH-88
RIM 39.42
SSMH-90
RIM 40.45
SSMH-85
RIM 39.26
SSMH-89
RIM 39.89
SSMH-87
RIM 39.82
8"
C
-
9
0
0
1
3
5
.
4
3
'
8
"
C
-
9
0
0
9
0
.
5
5
'
8" C-900 90.05'
8" C-900 334.14'
8"
C
-
9
0
0
2
9
9
.
3
3
'
50.00' GAS EASEMENT
P
H
A
S
E
2
F
U
T
U
R
E
P
H
A
S
E
3
SIDBU
R
Y
R
O
A
D
(
S
R
1
3
3
6
)
(100'
P
U
B
L
I
C
R
/
W
)
AMENITY POND
SCM POND 9
CU-105
38
N/A
ENLARGED UTILITY PLAN
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
LEGEND AND NOTES1ENLARGED UTILITY PLAN2
1" = 50'
SEE SHEET CU-103
MATCHLINE
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
NS
E
E
S
H
E
E
T
C
U
-
1
0
4
M
A
T
C
H
L
I
N
E
I:
\
0
4
2
4
5
\
0
0
2
3
\
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N
G
\
8
0
-
D
r
a
w
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s
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0
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2
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5
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3
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d
w
g
,
5
/
2
/
2
0
2
2
6
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:
5
5
P
M
,
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A
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t
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D
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t
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.
p
c
3
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD I
(50' PRIVATE R/W)
RO
A
D
M
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
206
207
209 293
294
295296297298299300
302
303
304
305
308 309 310 311 312 313
314
315
336
337
338
339
208
6W 6W 6W 6W 6W
8W
8W
8W
8W
8W
8W
8W
8W
SSSS
SSSS
SSSS
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W
SSSS
SS
SS
SS
SS
SSSSSSSSSSSSSSSS
REMOVE 6" PLUG AND
TIE TO EXISTING 6"
WATERMAIN
(1) 6" MJ TEE
(2) 6" GV
FHA (TYP.)
10' UTILITY EASEMENT
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
50' R/W
50' R/W
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
Structure - (224)
Structure - (223)
Structure - (266)
Structure - (265)
Structure - (62)
Structure - (63)
Structure - (263)Structure - (145)
Structure - (144)Structure - (264)
Structure - (221)
Structure - (181)
SSMH-70
8" C900 393.61'
SSMH-69
8" C900 139.50'SSMH-68
EXISTING PHASE 1
PHASE 2
20
25
30
35
40
45
50
55
20
25
30
35
40
45
50
55
0.39%
1.75%
-0.50%0.50%-0.50%0.75%2.00%
PVI STA: 22+39.39
PVI ELEV: 38.92
K: 150.00
LVC: 150.00
HP STA: 22+39.39
HP ELEV: 38.73
BV
C
S
:
2
1
+
6
4
.
3
9
BV
C
E
:
3
8
.
5
4
EV
C
S
:
2
3
+
1
4
.
3
9
EV
C
E
:
3
8
.
5
4
PVI STA: 19+07.30
PVI ELEV: 38.50
K: 44.44
LVC: 100.00
HP STA: 19+35.08
HP ELEV: 38.30
BV
C
S
:
1
8
+
5
7
.
3
0
BV
C
E
:
3
7
.
6
2
EV
C
S
:
1
9
+
5
7
.
3
0
EV
C
E
:
3
8
.
2
5
PVI STA: 20+31.47
PVI ELEV: 37.88
K: 125.00
LVC: 125.00
LP STA: 20+31.47
LP ELEV: 38.03
BV
C
S
:
1
9
+
6
8
.
9
7
BV
C
E
:
3
8
.
1
9
EV
C
S
:
2
0
+
9
3
.
9
7
EV
C
E
:
3
8
.
1
9
PVI STA: 24+39.82
PVI ELEV: 37.91
K: 120.09
LVC: 150.00
LP STA: 24+24.86
LP ELEV: 38.14
BV
C
S
:
2
3
+
6
4
.
8
2
BV
C
E
:
3
8
.
2
9
EV
C
S
:
2
5
+
1
4
.
8
2
EV
C
E
:
3
8
.
4
8
18+20 19+00
38
.
1
7
38
.
1
7
38
.
2
8
38
.
2
8
20+00
38
.
0
7
38
.
0
7
38
.
0
5
38
.
0
5
21+00
38
.
2
2
38
.
2
2
38
.
4
7
38
.
4
7
22+00
38
.
6
8
38
.
6
8
38
.
7
3
38
.
7
3
23+00
38
.
6
1
38
.
6
1
38
.
3
6
38
.
3
6
24+00
38
.
1
7
38
.
1
7
38
.
1
7
38
.
1
7
25+00
38
.
3
7
38
.
3
7
38
.
7
4
38
.
7
4
25+79
36" HP 369 LF @ 0.78
%
24" HP 113 LF @ 0.50%
St
r
u
c
t
u
r
e
-
(
2
2
3
)
ST
A
.
1
8
+
9
0
.
2
7
(1
2
.
1
9
'
R
)
St
r
u
c
t
u
r
e
-
(
2
2
4
)
ST
A
.
1
8
+
9
0
.
2
7
(1
2
.
1
5
'
L
)
42" HP 118 LF @ 0.50%
St
r
u
c
t
u
r
e
-
(
6
3
)
ST
A
.
2
0
+
3
1
.
4
6
(1
2
.
1
2
'
L
)
St
r
u
c
t
u
r
e
-
(
6
2
)
ST
A
.
2
0
+
3
1
.
3
4
(1
2
.
1
7
'
R
)
St
r
u
c
t
u
r
e
-
(
1
4
4
)
ST
A
.
2
4
+
2
4
.
8
8
(1
2
.
1
6
'
L
)
St
r
u
c
t
u
r
e
-
(
1
4
5
)
ST
A
.
2
4
+
2
4
.
8
9
(1
2
.
1
4
'
R
)
St
r
u
c
t
u
r
e
-
(
2
2
1
)
ST
A
.
2
5
+
4
3
.
3
5
(1
2
.
1
2
'
L
)
SSMH-68
STA = 25+73.52
RIM = 38.97'
INV IN = 31.45' (SSMH-67)
INV OUT = 31.45'
INV OUT = 31.45'
SS
M
H
-
7
0
ST
A
=
2
0
+
4
0
.
4
0
RI
M
=
3
7
.
9
0
'
IN
V
I
N
=
3
3
.
5
8
'
(
S
S
M
H
-
6
9
)
SS
M
H
-
6
9
ST
A
=
2
4
+
3
4
.
0
2
RI
M
=
3
8
.
0
1
'
IN
V
I
N
=
3
2
.
0
1
'
(
S
S
M
H
-
6
8
)
IN
V
O
U
T
=
3
2
.
0
1
'
394LF - 8" S.S.
@ -0.40% SLOPE
139LF - 8" S.S.
@ -0.40% SLOPE
24" HP 28 LF @ 0.50%
St
r
u
c
t
u
r
e
-
(
2
6
6
)
ST
A
.
2
0
+
0
3
.
3
2
(1
2
.
1
2
'
L
)
St
r
u
c
t
u
r
e
-
(
2
6
5
)
ST
A
.
2
0
+
0
3
.
4
3
(1
2
.
1
4
'
R
)
St
r
u
c
t
u
r
e
-
(
2
6
3
)
ST
A
.
2
3
+
9
9
.
9
2
(1
2
.
1
2
'
R
)
St
r
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c
t
u
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e
-
(
2
6
4
)
ST
A
.
2
4
+
0
0
.
1
7
(1
2
.
2
6
'
L
)
3' MIN COVER
CU-701
39
1"=50'
1"=5'
PLAN & PROFILE - ROAD I
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
PLAN & PROFILE - ROAD I2 LEGEND AND NOTES1
0
SCALE: 1"=50' (Horiz.)
100'50'50'
EXISTING
GRADE
PROPOSED
GRADE
REMOVE 6" PLUG AND TIE TO
EXISTING 6" WATERMAIN
6" PVC C-900
WATER MAIN
0
SCALE: 1"=5' (Vert.)
10'5'5'
I:
\
0
4
2
4
5
\
0
0
2
3
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N
G
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8
0
-
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3
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5
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2
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2
2
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9
P
M
,
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t
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C
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F
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p
c
3
ROAD M
(50' PRIVATE R/W)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
205
206
306
307
315
316317318319320321322
323 324 325 326 327 328 329 330 331 332
333
334
335
8W
8W
8W
2W
2W
SSSS
SSSS
6W
6W
6W
6W
6W
8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W
SS SS SSSSSSSS SSSS
REMOVE 8" PLUG AND
TIE TO EXISTING 8"
WATERMAIN
PROPOSED 8" PVC
C-900 WATER MAIN
(TYP.)
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
(1) 8"x6" REDUCER
(1) 6" GV
10' UTILITY EASEMENT
50' R/W
Structure - (226)
Structure - (225)
SSMH-63
Structure - (58)
Structure - (57)Structure - (138)
Structure - (139)
SSMH-64
Structure - (220)
Structure - (141)
Structure - (268)
SSMH-65
Structure - (167)
Structure - (227)
SSMH-66
SSMH-67
Structure - (142)
Structure - (60)
8" C900 400.00'8" C900 121.91'
8" C
9
0
0
6
9
.
1
7
'
8"
C
9
0
0
6
8
.
0
5
'
PROPERTY BOUNDARY
EX
I
S
T
I
N
G
P
H
A
S
E
1
PH
A
S
E
2
20
25
30
35
40
45
50
55
20
25
30
35
40
45
50
55
-0.50%0.50%-0.50%0.50%
-2.00%1.75%
PVI STA: 10+60.94
PVI ELEV: 38.57
K: 44.44
LVC: 100.00
HP STA: 10+88.71
HP ELEV: 38.38
BV
C
S
:
1
0
+
1
0
.
9
4
BV
C
E
:
3
7
.
7
0
EV
C
S
:
1
1
+
1
0
.
9
4
EV
C
E
:
3
8
.
3
2
PVI STA: 14+36.93
PVI ELEV: 39.13
K: 200.00
LVC: 200.00
HP STA: 14+36.93
HP ELEV: 38.88
BV
C
S
:
1
3
+
3
6
.
9
3
BV
C
E
:
3
8
.
6
3
EV
C
S
:
1
5
+
3
6
.
9
3
EV
C
E
:
3
8
.
6
3
PVI ELEV: 37.91
K: 150.00
LVC: 150.00
LP STA: 11+92.76
LP ELEV: 38.10
BV
C
S
:
1
1
+
1
7
.
7
6
BV
C
E
:
3
8
.
2
9
EV
C
S
:
1
2
+
6
7
.
7
6
EV
C
E
:
3
8
.
2
9
PVI STA: 17+08.76
PVI ELEV: 37.77
K: 199.32
LVC: 200.00
LP STA: 17+08.42
LP ELEV: 38.02
BV
C
S
:
1
6
+
0
8
.
7
6
BV
C
E
:
3
8
.
2
7
EV
C
S
:
1
8
+
0
8
.
7
6
EV
C
E
:
3
8
.
2
8
10+00
37
.
8
5
37
.
8
5
37
.
2
8
38
.
2
1
11+00
38
.
3
6
37
.
0
5
37
.
2
0
38
.
1
6
12+00
38
.
1
0
37
.
3
4
37
.
4
0
38
.
2
1
13+00
38
.
4
5
37
.
4
6
37
.
5
2
38
.
6
9
14+00
38
.
8
5
37
.
5
7
37
.
6
5
38
.
8
8
15+00
38
.
7
8
37
.
7
1
37
.
6
5
38
.
5
7
16+00
38
.
3
2
37
.
6
1
37
.
5
4
38
.
1
1
17+00
38
.
0
3
37
.
3
9
37
.
3
1
38
.
0
7
18+00
38
.
2
3
37
.
5
2
37
.
9
5
38
.
4
8
19+00
38
.
7
4
38
.
1
3
St
r
u
c
t
u
r
e
-
(
2
2
6
)
ST
A
.
1
0
+
4
8
.
8
2
(1
2
.
1
3
'
L
)
St
r
u
c
t
u
r
e
-
(
2
2
5
)
ST
A
.
1
0
+
4
8
.
6
4
(1
2
.
1
5
'
R
)
St
r
u
c
t
u
r
e
-
(
5
8
)
ST
A
.
1
1
+
9
2
.
8
5
(1
2
.
1
8
'
L
)
St
r
u
c
t
u
r
e
-
(
5
7
)
ST
A
.
1
1
+
9
2
.
6
2
(1
2
.
1
7
'
R
)
St
r
u
c
t
u
r
e
-
(
1
3
9
)
ST
A
.
1
3
+
1
2
.
9
7
(1
2
.
1
1
'
L
)
St
r
u
c
t
u
r
e
-
(
1
3
8
)
ST
A
.
1
3
+
3
4
.
4
8
(1
2
.
2
2
'
R
)
St
r
u
c
t
u
r
e
-
(
1
4
1
)
ST
A
.
1
5
+
8
6
.
5
8
(1
2
.
1
1
'
L
)
St
r
u
c
t
u
r
e
-
(
2
2
0
)
ST
A
.
1
5
+
8
6
.
4
9
(1
2
.
1
4
'
R
)
St
r
u
c
t
u
r
e
-
(
1
6
7
)
ST
A
.
1
7
+
0
8
.
7
5
(1
2
.
1
3
'
R
)
St
r
u
c
t
u
r
e
-
(
2
2
7
)
ST
A
.
1
7
+
0
8
.
3
8
(1
9
.
6
8
'
L
)
18" HP 144 LF @ 0.50%
30" HP 142 LF @ 0.50%
18" HP 32
L
F
@
1
.
0
0
%
36" HP 252 LF @ 0.50%
48" HP 54 LF @ 0.50%
SS
M
H
-
6
5
ST
A
=
1
6
+
4
8
.
7
2
RI
M
=
3
8
.
0
0
'
IN
V
I
N
=
3
2
.
6
6
'
(
S
S
M
H
-
6
4
)
IN
V
O
U
T
=
3
2
.
6
6
'
SS
M
H
-
6
6
ST
A
=
1
7
+
2
4
.
5
5
RI
M
=
3
7
.
8
9
'
IN
V
I
N
=
3
2
.
3
9
'
(
S
S
M
H
-
6
5
)
IN
V
O
U
T
=
3
2
.
3
9
'
SS
M
H
-
6
3
ST
A
=
1
1
+
2
5
.
0
0
RI
M
=
3
8
.
1
1
'
IN
V
O
U
T
=
3
5
.
1
1
'
122LF - 8" S.S.
@ 0.40% SLOPE
69LF - 8" S.S.
@ 0.39% SLOPE
68LF - 8" S.S.
@ 0.40% SLOPE
400LF - 8" S.S.
@ 0.40% SLOPE
St
r
u
c
t
u
r
e
-
(
2
6
8
)
ST
A
.
1
6
+
5
4
.
2
1
(1
5
.
2
1
'
R
)
St
r
u
c
t
u
r
e
-
(
2
7
1
)
ST
A
.
1
7
+
5
8
.
1
7
(1
4
.
2
8
'
R
)
St
r
u
c
t
u
r
e
-
(
6
0
)
ST
A
.
1
8
+
0
6
.
1
0
(1
2
.
0
9
'
R
)
St
r
u
c
t
u
r
e
-
(
1
4
2
)
ST
A
.
1
8
+
0
5
.
5
3
(1
2
.
1
5
'
L
)
3' MIN COVER
CU-702
40
1"=50'
1"=5'
PLAN & PROFILE - ROAD M
STA 10+00 TO STA 18+000DESCRIPTIONSDATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
PLAN & PROFILE - ROAD M STA 10+00 TO STA 18+0002 LEGEND AND NOTES1
EXISTING
GRADE
0
SCALE: 1"=50' (Horiz.)
100'50'50'
0
SCALE: 1"=5' (Vert.)
10'5'5'
SEE SHEET CU-703
MATCHLINE
PROPOSED
GRADE
8" PVC C-900
WATER MAIN
6" PVC C-900
WATER MAIN
REMOVE 8" PLUG AND TIE
TO EXISTING 8" WATERMAIN
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
i
n
g
s
\
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U
-
7
0
2
_
0
4
2
4
5
0
0
2
3
.
d
w
g
,
5
/
2
/
2
0
2
2
7
:
0
5
:
2
5
P
M
,
_
A
u
t
o
C
A
D
P
D
F
(
G
e
n
e
r
a
l
D
o
c
u
m
e
n
t
a
t
i
o
n
)
.
p
c
3
RO
A
D
I
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
O
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD M
(50' PRIVATE R/W)
284
285286287288289290291292293294
314315316
334
335 336 337 338 339 340
341
342
343
344 428
429
430 431
432
433 458
459
460
461 462
463
6W
6W
6W
6W
6W
6W
6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W
6
W
6
W
6
W
6W
6W
6W
6W
8W
8W
8W
8W
8W
8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W
8W
8W
8W
8W
8W
8W
S
S
S
S
SSSS SS SSSSSS SS SSSSSS
SS
SS
SS
SS
SSSS
SS SSSSSS
SS
SS
SS
SS
SS SSSSSS
SSSS
FM
FM
FM
FM
FM
FM
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
(1) 8"x6" REDUCER
(1) 6" GV
(1) 6" MJ TEE
(2) 6" GV
FHA (TYP.)
10' UTILITY
EASEMENT
50
'
R
/
W
50
'
R
/
W
PROPOSED 8" PVC
C-900 WATER MAIN
(TYP.)
(1) 8" MJ TEE
(1) 8"x6" REDUCER
(1) 8" GV
(1) 6" GV (1) 8" MJ CROSS
(1) 8"x6" REDUCER
(1) 8" GV
(1) 6" GV
FHA (TYP.)
SSMH-66
SSMH-67
SSMH-68
SSMH-71
SSMH-72
SSMH-80
SSMH-85
Structure - (88)
Structure - (87)
Structure - (183)
Structure - (194)Structure - (51)Structure - (147)
Structure - (283)Structure - (148)
Structure - (53)
Structure - (136)
Structure - (134)
Structure - (54)
Structure - (146)
Structure - (55)
Structure - (56)
Structure - (181)
Structure - (221)
Structure - (60)
Structure - (142)
Structure - (271)
Structure - (167)
Structure - (227)
8" C
9
0
0
6
8
.
0
5
'
8" C900 168.18'8" C900 237.72'
8"
C
9
0
0
1
3
9
.
5
0
'
8" C900 237.72'8" C900 290.00'8" C900 279.27'
8"
C
9
0
0
2
9
9
.
3
4
'
8"
C
9
0
0
3
5
2
.
0
0
'
8"
C
9
0
0
2
5
2
.
3
0
'
PHASE 2
EXISTING PHASE 1
SCM POND 5
SCM POND 7
15
20
25
30
35
40
45
50
55
15
20
25
30
35
40
45
50
55
-0.50%
1.00%
-0.50%
PVI STA: 20+90.79
PVI ELEV: 39.70
K: 199.32
LVC: 200.00
HP STA: 20+91.13
HP ELEV: 39.45
BV
C
S
:
1
9
+
9
0
.
7
9
BV
C
E
:
3
9
.
1
9
EV
C
S
:
2
1
+
9
0
.
7
9
EV
C
E
:
3
9
.
2
0
PVI STA: 27+05.55
PVI ELEV: 40.27
K: 133.33
LVC: 200.00
HP STA: 27+38.89
HP ELEV: 39.94
BV
C
S
:
2
6
+
0
5
.
5
5
BV
C
E
:
3
9
.
2
7
EV
C
S
:
2
8
+
0
5
.
5
5
EV
C
E
:
3
9
.
7
7
PVI STA: 24+62.08
PVI ELEV: 37.84
K: 133.33
LVC: 200.00
LP STA: 24+28.75
LP ELEV: 38.17
BV
C
S
:
2
3
+
6
2
.
0
8
BV
C
E
:
3
8
.
3
4
EV
C
S
:
2
5
+
6
2
.
0
8
EV
C
E
:
3
8
.
8
4
PVI ELEV: 39.05
K: 200.00
LVC: 200.00
LP STA: 29+49.97
LP ELEV: 39.30
BV
C
S
:
2
8
+
4
9
.
9
7
BV
C
E
:
3
9
.
5
5
19+00
38
.
7
4
38
.
1
3
38
.
0
7
38
.
9
9
20+00
39
.
2
4
36
.
6
6
38
.
1
8
39
.
4
0
21+00
39
.
4
4
38
.
3
1
38
.
1
7
39
.
3
6
22+00
39
.
1
5
37
.
8
1
37
.
7
6
38
.
9
0
23+00
38
.
6
5
38
.
1
0
38
.
3
6
38
.
4
0
24+00
38
.
2
0
38
.
3
9
38
.
1
5
38
.
1
9
25+00
38
.
3
6
38
.
5
6
38
.
8
5
38
.
7
2
26+00
39
.
2
2
38
.
9
1
38
.
7
0
39
.
6
5
27+00
39
.
8
8
38
.
9
4
38
.
9
8
39
.
9
4
28+00
39
.
8
0
38
.
7
8
38
.
9
7
39
.
5
5
29+00
39
.
3
7
39
.
1
8
39
.
4
8
39
.
3
0
30+00
39
.
3
7
38
.
7
2
St
r
u
c
t
u
r
e
-
(
1
8
1
)
ST
A
.
1
9
+
8
4
.
1
5
(1
2
.
1
3
'
R
)
St
r
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e
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(
5
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)
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+
7
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0
5
(1
2
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5
2
(1
2
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1
7
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)
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A
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2
4
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7
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5
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2
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8
9
'
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)
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r
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(
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)
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A
.
2
4
+
2
8
.
6
9
(1
2
.
1
0
'
L
)
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r
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-
(
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7
)
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3
(1
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(
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1
)
ST
A
.
2
7
+
2
7
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1
7
(1
1
.
2
4
'
R
)
48" HP 288 LF @ 0.50%
18" HP 2
7
L
F
@
1
.
0
0
%
30" HP 242 LF
@
1
.
3
3
%
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7
)
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9
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9
8
(1
3
.
1
5
'
L
)
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r
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-
(
8
8
)
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A
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2
9
+
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9
.
8
7
(1
3
.
1
4
'
R
)
SS
M
H
-
7
2
ST
A
=
2
4
+
4
2
.
9
3
RI
M
=
3
8
.
0
7
'
IN
V
I
N
=
2
9
.
5
5
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(
S
S
M
H
-
7
1
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IN
V
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=
2
9
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5
5
'
IN
V
O
U
T
=
2
9
.
5
5
'
SS
M
H
-
8
0
ST
A
=
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7
+
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2
.
9
3
RI
M
=
4
0
.
0
6
'
IN
V
I
N
=
2
8
.
3
9
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(
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S
M
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-
7
2
)
IN
V
O
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T
=
2
8
.
3
9
'
IN
V
O
U
T
=
2
8
.
3
9
'
IN
V
O
U
T
=
2
8
.
3
9
'
SS
M
H
-
6
8
ST
A
=
1
9
+
6
7
.
4
9
RI
M
=
3
8
.
9
7
'
IN
V
I
N
=
3
1
.
4
5
'
(
S
S
M
H
-
6
7
)
IN
V
O
U
T
=
3
1
.
4
5
'
IN
V
O
U
T
=
3
1
.
4
5
'
SS
M
H
-
7
1
ST
A
=
2
2
+
0
5
.
2
1
RI
M
=
3
8
.
9
9
'
IN
V
I
N
=
3
0
.
5
0
'
(
S
S
M
H
-
6
8
)
IN
V
O
U
T
=
3
0
.
5
0
'
279LF - 8" S.S.
@ -0.40% SLOPE
290LF - 8" S.S.
@ 0.40% SLOPE
238LF - 8" S.S.
@ 0.40% SLOPE
238LF - 8" S.S.
@ 0.40% SLOPE
30" HP 68 LF @ 0.50%
48" HP 145 LF @ 0.50%
St
r
u
c
t
u
r
e
-
(
2
8
3
)
ST
A
.
2
4
+
8
5
.
1
6
(1
2
.
2
2
'
L
)
3' MIN COVER
CU-703
41
1"=50'
1"=5'
PLAN & PROFILE - ROAD M
STA 18+00 TO STA 30+00DESCRIPTIONSDATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
PLAN & PROFILE - ROAD M STA 18+00 TO STA 30+002 LEGEND AND NOTES1
EXISTING
GRADE
PROPOSED
GRADE
0
SCALE: 1"=50' (Horiz.)
100'50'50'
0
SCALE: 1"=5' (Vert.)
10'5'5'
SEE SHEET CU-702
MATCHLINE
SE
E
S
H
E
E
T
C
U
-
7
0
4
MA
T
C
H
L
I
N
E
8" PVC C-900
WATER MAIN
I:
\
0
4
2
4
5
\
0
0
2
3
\
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N
G
\
8
0
-
D
r
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P
M
,
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A
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C
A
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n
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.
p
c
3
ROA
D
N
(50
'
P
R
I
V
A
T
E
R
/
W
)
ROAD M
(50' PRIVATE R/W)
460
463
464
465
466
467 468 469
470
471
476
477
478
W
8
W
8
W
8
W
8
W
8
W
8
W
8
W
8
W
8
W
4W
4W
4W 4W 4W 4W 4W 4W 4W
8W
8W
8W
8W
8W
S
S
S
S
S
S
S
S
SSSS
SS SSSSSS
W
50' R
/
W
10' UTILITY EASEMENT
PROPOSED 4" PVC
C-900 WATER MAIN
(TYP.)
PROPOSED 8" PVC
C-900 WATER MAIN
(TYP.)
(1) 8" MJ TEE
(1) 8"x4" REDUCER
(1) 8" GV
(1) 4" GV
FHA (TYP.)
BLOW OFF ASSEMBLY
(TYP.)
10' UTILITY EASEMENT
SSMH-85
SSMH-86
SSMH-87
SSMH-88
SSMH-89
8
"
C
9
0
0
1
3
5
.
4
3
'
8
"
C
9
0
0
9
0
.
5
5
'
8" C9
0
0
9
0
.
0
5
'
8" C900 299.33'
Structure - (278)
Structure - (279)
Structure - (89)
Structure - (86)
Structure - (74)Structure - (72)
Structure - (71)
SCM POND 7
SCM POND 8
15
20
25
30
35
40
45
50
55
15
20
25
30
35
40
45
50
55
0.50%0.50%-0.50%
PVI STA: 31+93.11
PVI ELEV: 40.27
K: 200.00
LVC: 200.00
HP STA: 31+93.11
HP ELEV: 40.02
BV
C
S
:
3
0
+
9
3
.
1
1
BV
C
E
:
3
9
.
7
7
EV
C
S
:
3
2
+
9
3
.
1
1
EV
C
E
:
3
9
.
7
7
EV
C
S
:
3
0
+
4
9
.
9
7
EV
C
E
:
3
9
.
5
5
PVI STA: 34+37.61
PVI ELEV: 39.05
K: 200.00
LVC: 200.00
LP STA: 34+37.61
LP ELEV: 39.30
BV
C
S
:
3
3
+
3
7
.
6
1
BV
C
E
:
3
9
.
5
5
EV
C
S
:
3
5
+
3
7
.
6
1
EV
C
E
:
3
9
.
5
5
30+00
39
.
3
7
38
.
7
2
38
.
8
5
39
.
5
5
31+00
39
.
8
0
39
.
0
0
39
.
2
5
39
.
9
7
32+00
40
.
0
2
39
.
0
6
38
.
8
1
39
.
9
4
33+00
39
.
7
3
39
.
3
9
39
.
5
0
39
.
4
9
34+00
39
.
3
3
39
.
1
6
39
.
4
6
39
.
3
0
35+00
39
.
3
9
39
.
6
0
39
.
7
7
39
.
6
1
36+00
39
.
8
6
39
.
8
4
36+36
39
.
3
0
36" HP 96 LF
@
1
.
4
7
%
St
r
u
c
t
u
r
e
-
(
7
4
)
ST
A
.
3
3
+
2
9
.
2
2
(1
1
.
0
0
'
R
)
St
r
u
c
t
u
r
e
-
(
7
2
)
ST
A
.
3
4
+
3
8
.
0
9
(1
2
.
1
1
'
R
)
St
r
u
c
t
u
r
e
-
(
7
1
)
ST
A
.
3
4
+
3
7
.
4
6
(1
2
.
1
6
'
L
)
24" HP 117 LF @ -0.50%
24" HP 110 LF @ -0.50%
SS
M
H
-
8
8
ST
A
=
3
3
+
3
5
.
0
4
RI
M
=
3
9
.
4
2
'
IN
V
I
N
=
3
0
.
7
7
'
(
S
S
M
H
-
8
7
)
IN
V
O
U
T
=
3
0
.
7
7
'
SS
M
H
-
8
7
ST
A
=
3
2
+
4
1
.
5
9
RI
M
=
3
9
.
8
2
'
IN
V
I
N
=
3
0
.
4
1
'
(
S
S
M
H
-
8
6
)
IN
V
O
U
T
=
3
0
.
4
1
'
SS
M
H
-
8
6
ST
A
=
3
1
+
4
7
.
6
2
RI
M
=
3
9
.
8
3
'
IN
V
I
N
=
3
0
.
0
5
'
(
S
S
M
H
-
8
5
)
IN
V
O
U
T
=
3
0
.
0
5
'
SS
M
H
-
8
5
ST
A
=
3
0
+
1
2
.
1
9
RI
M
=
3
9
.
2
6
'
IN
V
I
N
=
2
9
.
5
1
'
(
S
S
M
H
-
8
0
)
IN
V
O
U
T
=
2
9
.
5
1
'
SSMH-89
STA = 36+34.53
RIM = 39.89'
INV IN = 31.97' (SSMH-88)
135LF - 8" S.S.
@ -0.40% SLOPE
91LF - 8" S.S.
@ -0.40% SLOPE
90LF - 8" S.S.
@ -0.40% SLOPE
299LF - 8" S.S.
@ -0.40% SLOPE
36" HP 123 LF @
1
.
1
4
%
St
r
u
c
t
u
r
e
-
(
2
7
9
)
ST
A
.
3
0
+
7
2
.
8
1
(1
4
.
0
5
'
R
)
St
r
u
c
t
u
r
e
-
(
2
7
8
)
ST
A
.
3
0
+
7
2
.
9
4
(1
3
.
2
2
'
L
)
St
r
u
c
t
u
r
e
-
(
8
6
)
ST
A
.
3
2
+
1
7
.
6
4
(1
4
.
9
2
'
R
)
St
r
u
c
t
u
r
e
-
(
8
9
)
ST
A
.
3
1
+
6
6
.
9
6
(1
5
.
5
2
'
R
)
3' MIN COVER
CU-704
42
1"=50'
1"=5'
PLAN & PROFILE - ROAD M
STA 30+00 TO STA 36+35.5DESCRIPTIONSDATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
PLAN & PROFILE - ROAD M STA 30+00 TO STA 36+35.52 LEGEND AND NOTES1
4" PVC C-900
WATER MAIN
EXISTING
GRADE
PROPOSED
GRADE
8" PVC C-900
WATER MAIN
PROPERTY
BOUNDARY
0
SCALE: 1"=50' (Horiz.)
100'50'50'
0
SCALE: 1"=5' (Vert.)
10'5'5'
SEE
S
H
E
E
T
C
U
-
7
0
3
MAT
C
H
L
I
N
E
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
i
n
g
s
\
C
U
-
7
0
4
_
0
4
2
4
5
0
0
2
3
.
d
w
g
,
5
/
2
/
2
0
2
2
7
:
1
2
:
0
1
P
M
,
_
A
u
t
o
C
A
D
P
D
F
(
G
e
n
e
r
a
l
D
o
c
u
m
e
n
t
a
t
i
o
n
)
.
p
c
3
RO
A
D
M
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
M
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROA
D
L(50' P
R
I
V
A
T
E
R
/
W
)
RO
A
D
L
(50
'
P
R
I
V
A
T
E
R
/
W
)
254
271
273
274
275
276
277
278
279
280
281
282
283
284
285
286
287 430
431
432
433
434
435
436
437
438
454
455
456
457
458
459
460
461
462
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
10
W
10
W
10
W
10W
8W
FM
10W
10W
10W
10W
10W
10W
10W 10W 10W
10W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SSSS
SSSSFM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
10' UTILITY EASEMENT
10' UTILITY EASEMENT
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
REMOVE 10" PLUG AND
TIE TO EXISTING 10"
WATERMAIN
PROPOSED 10" PVC
C-900 WATER MAIN
(TYP.)
(1) 8" MJ CROSS
(1) 8"x6" REDUCER
(1) 8" GV
(1) 6" GV
FHA (TYP.)
10' UTILITY EASEMENT
PROPOSED 8" PVC
C-900 WATER MAIN
(TYP.)
(1) 10"x8" REDUCER
(1) 8" GV
SSMH-84
SSMH-83
SSMH-82
SSMH-81
SSMH-80
SSMH-79
8" C9
0
0
3
5
2
.
0
0
'
8" C90
0
2
9
9
.
3
4
'
8" C900 126.85'
8" C900 1
3
9
.
8
5
'
8" C
9
0
0
1
4
2
.
2
8
'
Structure - (242)
Structure - (197)
Structure - (191)
Structure - (192)
Structure - (198)
Structure - (289)
Structure - (193)
Structure - (199)
Structure - (241)
Structure - (237)
Structure - (51)
Structure - (194)
Structure - (284)
Structure - (285)
Structure - (69)
Structure - (70)
Structure - (287)
Structure - (286)
EXISTING AMENITY POND
E
X
I
S
T
I
N
G
P
H
A
S
E
1
P
H
A
S
E
2
EXISTING
AMENITY
CENTER
15
20
25
30
35
40
45
50
55
15
20
25
30
35
40
45
50
55
0.50%-0.50%0.50%-0.50%0.50%
PVI STA: 24+84.03
PVI ELEV: 38.71
K: 300.00
LVC: 300.00
LP STA: 24+84.03
LP ELEV: 39.09
BV
C
S
:
2
3
+
3
4
.
0
3
BV
C
E
:
3
9
.
4
6
EV
C
S
:
2
6
+
3
4
.
0
3
EV
C
E
:
3
9
.
4
6
PVI STA: 30+52.44
PVI ELEV: 38.79
K: 200.23
LVC: 200.00
LP STA: 30+52.32
LP ELEV: 39.04
BV
C
S
:
2
9
+
5
2
.
4
4
BV
C
E
:
3
9
.
2
9
EV
C
S
:
3
1
+
5
2
.
4
4
EV
C
E
:
3
9
.
2
9
20+15
39
.
5
8
37
.
5
8
39
.
7
6
21+00
39
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9
7
37
.
7
8
38
.
0
2
40
.
0
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22+00
40
.
0
3
38
.
3
4
38
.
4
0
39
.
8
8
23+00
39
.
6
3
38
.
6
6
38
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9
1
39
.
3
9
24+00
39
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2
1
39
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4
0
39
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2
5
39
.
1
1
25+00
39
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0
9
39
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3
1
39
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0
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39
.
1
6
26+00
39
.
3
1
39
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38
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7
4
39
.
5
4
27+00
39
.
7
8
39
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0
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39
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39
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9
1
28+00
39
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9
1
39
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39
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39
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7
9
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39
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5
6
39
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3
4
39
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39
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39
.
1
1
39
.
1
8
39
.
3
9
39
.
0
4
31+00
39
.
1
0
38
.
9
9
39
.
0
9
39
.
2
8
32+00
39
.
5
3
39
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1
5
32+50
39
.
6
9
39
.
6
1
St
r
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)
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A
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2
7
+
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4
6
(1
1
.
2
6
'
R
)
24" HP 121 LF @ 1
.
0
0
%
St
r
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)
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A
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2
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0
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8
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5
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3
.
1
7
'
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-
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)
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A
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4
.
4
0
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3
.
0
6
'
R
)
St
r
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)
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A
.
2
6
+
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0
.
9
9
(1
3
.
1
8
'
L
)
24" HP 134 LF @ 0.50%
24" HP 164 LF @ 0.50%
24" HP 111 LF @ 0.50%
36" HP 136 LF @ 0.50%
SS
M
H
-
8
4
ST
A
=
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5
.
4
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M
=
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6
5
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=
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1
.
2
2
'
(
S
S
M
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-
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3
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SS
M
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-
8
3
ST
A
=
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+
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0
.
1
6
RI
M
=
3
9
.
9
0
'
IN
V
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N
=
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0
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6
6
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(
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S
M
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-
8
2
)
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V
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T
=
3
0
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6
5
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SS
M
H
-
8
2
ST
A
=
2
3
+
4
2
.
3
6
RI
M
=
3
9
.
2
9
'
IN
V
I
N
=
3
0
.
1
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(
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S
M
H
-
8
1
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V
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U
T
=
3
0
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1
0
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SS
M
H
-
8
0
ST
A
=
2
7
+
7
0
.
7
2
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M
=
4
0
.
0
6
'
IN
V
I
N
=
2
8
.
3
9
'
(
S
S
M
H
-
7
2
)
IN
V
O
U
T
=
2
8
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3
9
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IN
V
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T
=
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9
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(
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S
M
H
-
8
0
)
IN
V
O
U
T
=
2
6
.
9
8
'
142LF - 8" S.S.
@ -0.40% SLOPE 140LF - 8" S.S.
@ -0.40% SLOPE
299LF - 8" S.S.
@ -0.40% SLOPE
St
r
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t
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e
-
(
2
8
9
)
ST
A
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2
4
+
3
1
.
1
9
(1
3
.
6
3
'
L
)
24" HP 55 LF @ 0.50%
18" HP 59 LF @ 0.50%
24" HP 144 LF @ 1
.
0
0
%
St
r
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e
-
(
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8
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)
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9
+
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1
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1
.
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5
'
R
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r
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.
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)
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A
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.
9
5
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.
3
5
'
R
)
3' MIN COVER
CU-705
43
1"=50'
1"=5'
PLAN & PROFILE - ROAD L
STA 20+20 TO STA 32+50DESCRIPTIONSDATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
PLAN & PROFILE - ROAD L STA 20+20 TO STA 32+502 LEGEND AND NOTES1
PROPOSED
GRADE
0
SCALE: 1"=50' (Horiz.)
100'50'50'
0
SCALE: 1"=5' (Vert.)
10'5'5'
SE
E
S
H
E
E
T
C
U
-
7
0
6
MA
T
C
H
L
I
N
E
EXISTING
GRADE 10" PVC C-900
WATER MAIN
6" PVC C-900
WATER MAIN
REMOVE PLUG
AND CONNECT
TO EXISTING 10"
WATER MAIN
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
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n
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s
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-
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0
4
2
4
5
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0
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3
.
d
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g
,
5
/
2
/
2
0
2
2
7
:
1
5
:
1
5
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M
,
_
A
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t
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A
D
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(
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e
n
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l
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t
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.
p
c
3
ROAD L
(50' PRIVATE R/W)
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
437 438 439 440 441 442 443 444 445
446447448449450451452453454
PUMP STATION
6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W
6W
6W
6W
6W
6W
6W
6W
6W
6
W
SS SS SSSSSSSS SS SS SSSSSSSS
SSSS
SSSS
FM FM FM FM FM FM FM FM FM FMFM
50' R/W
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
(1) 6" GV
(1) 6" MJ TEE
(1) 6" GV
FHA (TYP.)
8" FORCE MAIN
8" C900 352.00'
SSMH-78
8" C900 354.19'
SSMH-77Structure - (235)
Structure - (236)
Structure - (301)
Structure - (180)
Structure - (300)
Structure - (298)
Structure - (299)
Structure - (176)
Structure - (101)
Structure - (98)
Structure - (179)
Structure - (171)
10
15
20
25
30
35
40
45
50
55
10
15
20
25
30
35
40
45
50
55
-0.50%0.60%
2.00%
PVI STA: 35+60.36
PVI ELEV: 38.45
K: 181.61
LVC: 200.00
LP STA: 35+51.76
LP ELEV: 38.73
BV
C
S
:
3
4
+
6
0
.
3
6
BV
C
E
:
3
8
.
9
6
EV
C
S
:
3
6
+
6
0
.
3
6
EV
C
E
:
3
9
.
0
5
32+50
39
.
6
9
39
.
6
1
33+00
39
.
6
8
39
.
2
6
39
.
3
3
39
.
5
1
34+00
39
.
2
6
39
.
3
0
39
.
3
7
39
.
0
1
35+00
38
.
8
0
39
.
2
4
39
.
8
2
38
.
7
3
36+00
38
.
7
9
39
.
3
6
39
.
1
7
38
.
9
9
37+00
39
.
2
9
39
.
4
9
39
.
6
2
39
.
5
9
38+00
39
.
8
8
39
.
8
8
38+23
40
.
1
9
40
.
0
5
St
r
u
c
t
u
r
e
-
(
2
3
5
)
ST
A
.
3
4
+
2
8
.
1
1
(1
2
.
0
7
'
L
)
St
r
u
c
t
u
r
e
-
(
2
3
6
)
ST
A
.
3
4
+
2
8
.
6
4
(1
1
.
9
8
'
R
)
St
r
u
c
t
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r
e
-
(
1
7
9
)
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A
.
3
5
+
5
1
.
8
2
(1
2
.
1
8
'
L
)
St
r
u
c
t
u
r
e
-
(
1
8
0
)
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A
.
3
5
+
5
1
.
5
7
(1
2
.
1
8
'
R
)
St
r
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c
t
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r
e
-
(
1
7
6
)
ST
A
.
3
8
+
1
0
.
7
3
(1
1
.
1
0
'
R
)
18" HP 119 LF @ 0.50%
30" HP 117 LF @ 0.50%
SS
M
H
-
7
8
ST
A
=
3
4
+
7
4
.
7
2
RI
M
=
3
8
.
7
5
'
IN
V
I
N
=
2
5
.
5
7
'
(
S
S
M
H
-
7
9
)
IN
V
O
U
T
=
2
5
.
5
7
'
354LF - 8" S.S.
@ 0.40% SLOPE
30" HP 142 LF @ 0.50%
St
r
u
c
t
u
r
e
-
(
2
9
8
)
ST
A
.
3
6
+
6
9
.
4
5
(1
2
.
7
3
'
L
)
St
r
u
c
t
u
r
e
-
(
2
9
9
)
ST
A
.
3
6
+
6
8
.
8
6
(1
1
.
6
9
'
R
)
St
r
u
c
t
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r
e
-
(
3
0
0
)
ST
A
.
3
5
+
4
8
.
3
1
(1
2
.
2
9
'
L
)
St
r
u
c
t
u
r
e
-
(
3
0
1
)
ST
A
.
3
5
+
4
7
.
9
7
(1
2
.
1
8
'
R
)
352LF - 8" S.S.
@ 0.40% SLOPE
3' MIN COVER3' MIN COVER
CU-706
44
1"=50'
1"=5'
PLAN & PROFILE - ROAD L
STA 32+50 TO STA 38+23.4DESCRIPTIONSDATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
PLAN & PROFILE - ROAD L STA 32+50 TO STA 38+23.42 LEGEND AND NOTES1
0
SCALE: 1"=50' (Horiz.)
100'50'50'
0
SCALE: 1"=5' (Vert.)
10'5'5'
SE
E
S
H
E
E
T
C
U
-
7
0
5
MA
T
C
H
L
I
N
E
EXISTING
GRADE
PROPOSED
GRADE
8" FORCE MAIN
6" PVC C-900
WATER MAIN
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
i
n
g
s
\
C
U
-
7
0
6
_
0
4
2
4
5
0
0
2
3
.
d
w
g
,
5
/
2
/
2
0
2
2
7
:
1
8
:
3
7
P
M
,
_
A
u
t
o
C
A
D
P
D
F
(
G
e
n
e
r
a
l
D
o
c
u
m
e
n
t
a
t
i
o
n
)
.
p
c
3
ROAD O
(50' PRIVATE R/W)
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
286
287
288
289
290
342 343 344 345 346 347 348 408 409 410 411 412 413 414 415
416417418419420421422423424425426427428429430
10' NON-MUNICIPAL
EASEMENT
10' NON-MUNICIPAL
EASEMENT
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTION
PROPOSED 8" PVC
C-900 WATER MAIN
(TYP.)
(1) 8" MJ TEE
(1) 8"x6" REDUCER
(1) 8" GV
(1) 6" GV
(1) 8" MJ CROSS
(2) 8"x6" REDUCER
(1) 8" GV
(2) 6" GV
FHA (TYP.)
(1) 8" MJ TEE
(1) 8"x6" REDUCER
(1) 8" GV
(1) 6" GV
FHA (TYP.)
SSMH-72
SSMH-73
SSMH-74
SSMH-75
SSMH-76Structure - (148)
Structure - (53)
Structure - (136)
Structure - (134)
Structure - (240)
Structure - (239)
Structure - (202)
Structure - (219)Structure - (203)
Structure - (262)Structure - (261)
Structure - (204)Structure - (213)
Structure - (215)
Structure - (218)
Structure - (234)
Structure - (130)Structure - (303)
Structure - (302)
Structure - (111)
Structure - (110)
Structure - (103)
Structure - (104)
Structure - (169)
Structure - (102)Structure - (170)
8" C900 276.80'8" C900 276.80'8" C900 252.30'8" C900 252.30'
15
20
25
30
35
40
45
50
55
15
20
25
30
35
40
45
50
55
-0.50%
-2.00%0.50%-0.50%
1.20%
2.00%0.50%-2.00%-0.50%
PVI STA: 11+93.90
PVI ELEV: 38.90
K: 200.00
LVC: 200.00
HP STA: 11+93.90
HP ELEV: 38.65
BV
C
S
:
1
0
+
9
3
.
9
0
BV
C
E
:
3
8
.
4
0
EV
C
S
:
1
2
+
9
3
.
9
0
EV
C
E
:
3
8
.
4
0
PVI STA: 16+19.58
PVI ELEV: 40.02
K: 102.97
LVC: 175.00
HP STA: 16+55.65
HP ELEV: 39.72
BV
C
S
:
1
5
+
3
2
.
0
8
BV
C
E
:
3
8
.
9
7
EV
C
S
:
1
7
+
0
7
.
0
8
EV
C
E
:
3
9
.
5
9
PVI STA: 19+54.51
PVI ELEV: 38.35
K: 150.08
LVC: 150.00
LP STA: 19+54.47
LP ELEV: 38.54
BV
C
S
:
1
8
+
7
9
.
5
1
BV
C
E
:
3
8
.
7
3
EV
C
S
:
2
0
+
2
9
.
5
1
EV
C
E
:
3
8
.
7
3
PVI STA: 14+28.37
PVI ELEV: 37.73
K: 117.65
LVC: 200.00
LP STA: 13+87.19
LP ELEV: 38.08
BV
C
S
:
1
3
+
2
8
.
3
7
BV
C
E
:
3
8
.
2
3
EV
C
S
:
1
5
+
2
8
.
3
7
EV
C
E
:
3
8
.
9
3
PVI STA: 21+45.86
PVI ELEV: 38.32
K: 100.00
LVC: 100.00
LP STA: 21+45.86
LP ELEV: 38.45
BV
C
S
:
2
0
+
9
5
.
8
6
BV
C
E
:
3
8
.
5
7
10+00
38
.
2
3
38
.
1
8
38
.
3
2
38
.
1
8
11+00
38
.
4
3
38
.
4
2
38
.
5
0
38
.
6
0
12+00
38
.
6
5
38
.
4
5
38
.
3
7
38
.
5
7
13+00
38
.
3
7
38
.
3
4
38
.
3
0
38
.
1
4
14+00
38
.
0
9
38
.
3
3
38
.
3
9
38
.
2
5
15+00
38
.
6
2
38
.
4
7
38
.
5
6
39
.
1
7
16+00
39
.
5
6
38
.
5
9
38
.
5
9
39
.
7
1
17+00
39
.
6
2
38
.
6
2
38
.
6
8
39
.
3
7
18+00
39
.
1
2
38
.
7
5
38
.
8
5
38
.
8
7
19+00
38
.
6
4
38
.
7
6
38
.
5
6
38
.
5
4
20+00
38
.
6
1
38
.
5
8
38
.
7
3
38
.
9
4
21+00
38
.
5
5
38
.
9
2
St
r
u
c
t
u
r
e
-
(
2
3
4
)
ST
A
.
1
7
+
7
9
.
5
0
(1
2
.
1
6
'
L
)
St
r
u
c
t
u
r
e
-
(
1
3
0
)
ST
A
.
1
7
+
7
9
.
0
3
(1
2
.
1
6
'
R
)
St
r
u
c
t
u
r
e
-
(
1
1
0
)
ST
A
.
1
9
+
5
4
.
5
0
(1
2
.
1
4
'
L
)
St
r
u
c
t
u
r
e
-
(
1
1
1
)
ST
A
.
1
9
+
5
4
.
4
4
(1
2
.
1
6
'
R
)
St
r
u
c
t
u
r
e
-
(
1
0
3
)
ST
A
.
2
0
+
3
3
.
4
6
(1
1
.
6
7
'
R
)
24" HP 115 LF
@
1
.
0
0
%
30" HP 7
9
L
F
@
1
.
9
1
%
St
r
u
c
t
u
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e
-
(
5
3
)
ST
A
.
1
0
+
1
2
.
8
9
(3
1
.
0
7
'
R
)
18" HP 27 LF @
1
.
0
0
%
St
r
u
c
t
u
r
e
-
(
1
3
6
)
ST
A
.
1
0
+
3
6
.
0
6
(1
2
.
2
0
'
R
)
St
r
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t
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-
(
1
3
4
)
ST
A
.
1
0
+
3
6
.
2
0
(1
2
.
1
3
'
L
)
St
r
u
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t
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-
(
2
3
9
)
ST
A
.
1
2
+
7
4
.
6
2
(1
2
.
1
8
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L
)
St
r
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-
(
2
1
9
)
ST
A
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1
3
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8
7
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0
6
(1
2
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1
6
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L
)
St
r
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t
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-
(
2
0
2
)
ST
A
.
1
3
+
8
7
.
2
0
(1
2
.
1
6
'
R
)
St
r
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t
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-
(
2
0
3
)
ST
A
.
1
4
+
8
1
.
9
7
(1
1
.
8
8
'
R
)
St
r
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c
t
u
r
e
-
(
2
1
5
)
ST
A
.
1
5
+
3
6
.
1
9
(1
2
.
1
2
'
R
)
St
r
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t
u
r
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-
(
2
1
8
)
ST
A
.
1
5
+
3
5
.
7
5
(1
2
.
1
3
'
L
)
18" HP 112 LF @ 0.50%
24" HP 95 LF @ 0.50%
18" HP 54 LF @ -1.00%
St
r
u
c
t
u
r
e
-
(
2
4
0
)
ST
A
.
1
2
+
7
5
.
0
3
(1
2
.
1
4
'
R
)
SS
M
H
-
7
3
ST
A
=
1
2
+
4
6
.
8
0
RI
M
=
3
8
.
4
4
'
IN
V
I
N
=
2
8
.
5
4
'
(
S
S
M
H
-
7
2
)
IN
V
O
U
T
=
2
8
.
5
4
'
SS
M
H
-
7
4
ST
A
=
1
4
+
9
9
.
0
9
RI
M
=
3
8
.
5
0
'
IN
V
I
N
=
2
7
.
5
3
'
(
S
S
M
H
-
7
3
)
IN
V
O
U
T
=
2
7
.
5
3
'
IN
V
O
U
T
=
2
7
.
5
3
'
SS
M
H
-
7
5
ST
A
=
1
7
+
7
5
.
8
9
RI
M
=
3
9
.
1
1
'
IN
V
I
N
=
2
6
.
4
2
'
(
S
S
M
H
-
7
4
)
IN
V
O
U
T
=
2
6
.
4
2
'
SS
M
H
-
7
6
ST
A
=
2
0
+
5
2
.
6
9
RI
M
=
3
9
.
0
3
'
IN
V
I
N
=
2
5
.
3
1
'
(
S
S
M
H
-
7
5
)
IN
V
O
U
T
=
2
5
.
3
1
'
IN
V
O
U
T
=
2
5
.
3
1
'
252LF - 8" S.S.
@ 0.40% SLOPE
277LF - 8" S.S.
@ 0.40% SLOPE
277LF - 8" S.S.
@ 0.40% SLOPE
3' MIN COVER
3' MIN COVER
CU-707
45
1"=50'
1"=5'
PLAN & PROFILE - ROAD O
STA 10+00 TO STA 20+90DESCRIPTIONSDATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
PLAN & PROFILE - ROAD O STA 10+00 TO STA 20+902 LEGEND AND NOTES1
EXISTING
GRADE
0
SCALE: 1"=50' (Horiz.)
100'50'50'
0
SCALE: 1"=5' (Vert.)
10'5'5'
6" PVC C-900
WATER MAIN
PROPOSED
GRADE
I:
\
0
4
2
4
5
\
0
0
2
3
\
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G
\
8
0
-
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0
4
2
4
5
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3
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/
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2
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A
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A
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n
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.
p
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3
ROAD N
(50' PRIVATE R/W)
464
465
466
471
472 473 474 475
476 477
478 479 480
10' NON-MUNICIPAL
EASEMENT
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
PROPOSED 8" PVC
C-900 WATER MAIN
(TYP.)
PROPOSED 4" PVC
C-900 WATER MAIN
(TYP.)
PROPOSED 8" PVC
C-900 WATER MAIN
FHA (TYP.)
(1) 6" MJ TEE
(1) 6" GATE VALVE
(1) 6" MJ TEE
(1) 6" GATE VALVE
(1) 6" MJ TEE
(1) 6" GATE VALVE
(1) 8" MJ TEE
(1) 8"x6" REDUCER
(1) 6" GATE VALVE
TEMPORARY
BLOW OFF ASSEMBLY
(FOR FUTURE CONNECTION, TYP.)
(1) 8" MJ TEE
(1) 8"x4" REDUCER
(1) 8" GV
(1) 4" GV
FHA (TYP.)
SSMH-90
SSMH-91
SSMH-92
SSMH-93
SSMH-94
SSMH-95
Structure - (86)
Structure - (89)
Structure - (290)
Structure - (291)
Structure - (84)
Structure - (230)
Structure - (93)
Structure - (83)
Structure - (96)
Structure - (229)
Structure - (82)
Structure - (81)Structure - (228)
Structure - (276)
Structure - (275)
TEMPORARY
BLOW OFF ASSEMBLY
(FOR FUTURE CONNECTION,
TYP.)
TEMPORARY
BLOW OFF ASSEMBLY
(FOR FUTURE CONNECTION, TYP.)
8" C900 334.14'
8" C900 301.97'
8" C9
0
0
9
5
.
7
6
'
8"
C
9
0
0
9
5
.
7
6
'
8
"
C
9
0
0
1
0
0
.
5
4
'
8
"
C
9
0
0
9
9
.
4
6
'
TEMPORARY
BLOW OFF ASSEMBLY
(FOR FUTURE CONNECTION, TYP.)
10
15
20
25
30
35
40
45
50
55
60
10
15
20
25
30
35
40
45
50
55
60
0.50%-0.50%0.50%-0.50%
PVI STA: 11+75.13
PVI ELEV: 40.89
K: 200.04
LVC: 200.00
HP STA: 11+75.13
HP ELEV: 40.64
BV
C
S
:
1
0
+
7
5
.
1
3
BV
C
E
:
4
0
.
3
9
EV
C
S
:
1
2
+
7
5
.
1
3
EV
C
E
:
4
0
.
3
9
PVI STA: 17+00.95
PVI ELEV: 40.61
K: 199.99
LVC: 200.00
HP STA: 17+00.94
HP ELEV: 40.36
BV
C
S
:
1
6
+
0
0
.
9
5
BV
C
E
:
4
0
.
1
1
EV
C
S
:
1
8
+
0
0
.
9
5
EV
C
E
:
4
0
.
1
1
PVI STA: 14+66.55
PVI ELEV: 39.44
K: 200.02
LVC: 200.00
LP STA: 14+66.54
LP ELEV: 39.69
BV
C
S
:
1
3
+
6
6
.
5
5
BV
C
E
:
3
9
.
9
4
EV
C
S
:
1
5
+
6
6
.
5
5
EV
C
E
:
3
9
.
9
4
PVI STA: 19+48.87
PVI ELEV: 39.37
K: 199.98
LVC: 200.00
LP STA: 19+48.87
LP ELEV: 39.62
BV
C
S
:
1
8
+
4
8
.
8
7
BV
C
E
:
3
9
.
8
7
EV
C
S
:
2
0
+
4
8
.
8
7
EV
C
E
:
3
9
.
8
7
10+00
40
.
0
2
39
.
1
3
40
.
0
6
40
.
2
7
11+00
40
.
5
0
40
.
7
3
41
.
2
5
40
.
6
3
12+00
40
.
6
3
41
.
1
0
40
.
9
4
40
.
5
0
13+00
40
.
2
7
40
.
8
9
41
.
0
0
40
.
0
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14+00
39
.
8
0
40
.
6
5
40
.
5
3
39
.
6
9
15+00
39
.
7
1
40
.
4
4
40
.
6
0
39
.
8
6
16+00
40
.
1
0
40
.
5
8
40
.
4
2
40
.
2
9
17+00
40
.
3
6
40
.
5
0
40
.
8
2
40
.
3
0
18+00
40
.
1
1
40
.
7
2
40
.
7
9
39
.
8
6
19+00
39
.
6
8
41
.
0
2
41
.
0
8
39
.
6
2
20+00
39
.
6
8
40
.
7
7
40
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5
0
39
.
8
7
21+00
40
.
1
2
40
.
4
8
St
r
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-
(
8
4
)
ST
A
.
1
4
+
4
1
.
6
6
(1
3
.
1
4
'
R
)
St
r
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t
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(
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1
7
+
7
8
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3
9
(1
3
.
0
8
'
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St
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(
2
2
9
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1
7
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5
6
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4
8
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3
.
0
9
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L
)
St
r
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(
9
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1
7
+
7
9
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0
0
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3
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2
1
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L
)
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r
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t
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9
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6
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8
5
(1
3
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9
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9
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3
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8
1
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4
.
5
8
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L
)
36" HP 334 LF @ 0.53%
18" HP 25 LF
@
1
.
0
0
%
30" HP 160 LF @ 0.50%
24" HP 25 LF @ 0.50%24" HP 49 LF @ 0.60%
SS
M
H
-
9
5
ST
A
=
2
0
+
5
0
.
7
1
RI
M
=
3
9
.
7
4
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IN
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=
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5
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5
6
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(
S
S
M
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9
6
)
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V
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=
2
5
.
5
6
'
SS
M
H
-
9
4
ST
A
=
1
9
+
5
1
.
4
2
RI
M
=
3
9
.
5
1
'
IN
V
I
N
=
2
5
.
9
6
'
(
S
S
M
H
-
9
5
)
IN
V
O
U
T
=
2
5
.
9
6
'
SS
M
H
-
9
2
ST
A
=
1
7
+
6
2
.
3
4
RI
M
=
4
0
.
1
5
'
IN
V
I
N
=
2
6
.
7
2
'
(
S
S
M
H
-
9
3
)
IN
V
O
U
T
=
2
6
.
7
2
'
SS
M
H
-
9
1
ST
A
=
1
4
+
6
1
.
0
0
RI
M
=
3
9
.
5
8
'
IN
V
I
N
=
2
7
.
9
3
'
(
S
S
M
H
-
9
2
)
IN
V
O
U
T
=
2
7
.
9
3
'
SS
M
H
-
9
0
ST
A
=
1
1
+
2
7
.
3
1
RI
M
=
4
0
.
4
5
'
IN
V
I
N
=
2
9
.
2
7
'
(
S
S
M
H
-
9
1
)
SS
M
H
-
9
3
ST
A
=
1
8
+
5
6
.
8
8
RI
M
=
3
9
.
6
9
'
IN
V
I
N
=
2
6
.
3
4
'
(
S
S
M
H
-
9
4
)
IN
V
O
U
T
=
2
6
.
3
4
'
334LF - 8" S.S.
@ -0.40% SLOPE
302LF - 8" S.S.
@ -0.40% SLOPE 96LF - 8" S.S.
@ -0.40% SLOPE 96LF - 8" S.S.
@ -0.40% SLOPE 101LF - 8" S.S.
@ -0.40% SLOPE
18" HP 127 LF @ 0.50%
St
r
u
c
t
u
r
e
-
(
2
9
0
)
ST
A
.
1
3
+
1
7
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0
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(1
3
.
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4
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L
)
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2
.
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'
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)
30" HP 85 LF @ 0.50%
3' MIN COVER
CU-708
46
1"=50'
1"=5'
PLAN & PROFILE - ROAD N
STA 10+00 TO STA 21+00DESCRIPTIONSDATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
PLAN & PROFILE - ROAD N STA 10+00 TO STA 21+002 LEGEND AND NOTES1
EXISTING
GRADE
0
SCALE: 1"=50' (Horiz.)
100'50'50'
0
SCALE: 1"=5' (Vert.)
10'5'5'
PROPOSED
GRADE
6" PVC C-900
WATER MAIN
I:
\
0
4
2
4
5
\
0
0
2
3
\
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N
G
\
8
0
-
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l
D
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n
t
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)
.
p
c
3
ROAD N
(50' PRIVATE R/W)
ROAD N
(50' PRIVATE R/W)
386387
388389390391392393394395
413
414
415416
417
418443
444
445446
447
448
PUMP STATION
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTION
(1) 8" MJ CROSS
(2) 8"x6" REDUCER
(1) 8" GV
(2) 6" GV
FHA (TYP.)
(1) 6" GV
(1) 6" MJ TEE
(1) 6" GV
(1) 6" MJ TEE
(1) 6" GATE VALVE
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTION
(1) 6" MJ TEE
(1) 6" GATE VALVE
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTION
Structure - (81)
Structure - (82)
Structure - (276)
Structure - (275)
Structure - (79)
Structure - (78)Structure - (98)
Structure - (176)
Structure - (101)
Structure - (171)
Structure - (102)
Structure - (170)
Structure - (103)
Structure - (104)
Structure - (169)
Structure - (105)
Structure - (267)
Structure - (129)
Structure - (131)
SSMH-94
8" C
9
0
0
1
0
0
.
5
4
'
SSMH-95
8" C9
0
0
9
9
.
4
6
'
SSMH-96
8" C900 100.
0
3
'
SSMH-97
8" C900 151.64'
SSMH-77
8"
C
9
0
0
3
5
4
.
1
9
'
8" C900 290.00'
SSMH-76
8"
C
9
0
0
2
7
6
.
8
0
'
8" C900 392.57'
SSMH-103
8" C900 392.65'
Structure - (298)Structure - (299)
Structure - (110)Structure - (111)
Structure - (303)Structure - (302)
Structure - (106)
10
15
20
25
30
35
40
45
50
55
10
15
20
25
30
35
40
45
50
55
0.50%-0.50%0.50%-0.50%
PVI STA: 22+53.75
PVI ELEV: 40.89
K: 200.03
LVC: 200.00
HP STA: 22+53.77
HP ELEV: 40.64
BV
C
S
:
2
1
+
5
3
.
7
5
BV
C
E
:
4
0
.
3
9
EV
C
S
:
2
3
+
5
3
.
7
5
EV
C
E
:
4
0
.
3
9
PVI STA: 30+25.25
PVI ELEV: 40.45
K: 200.20
LVC: 200.00
HP STA: 30+25.17
HP ELEV: 40.20
BV
C
S
:
2
9
+
2
5
.
2
5
BV
C
E
:
3
9
.
9
5
EV
C
S
:
3
1
+
2
5
.
2
5
EV
C
E
:
3
9
.
9
5
PVI STA: 26+83.95
PVI ELEV: 38.74
K: 200.22
LVC: 200.00
LP STA: 26+84.02
LP ELEV: 38.99
BV
C
S
:
2
5
+
8
3
.
9
5
BV
C
E
:
3
9
.
2
4
EV
C
S
:
2
7
+
8
3
.
9
5
EV
C
E
:
3
9
.
2
4
21+00
40
.
1
2
40
.
4
8
40
.
5
0
40
.
3
7
22+00
40
.
5
7
39
.
9
8
39
.
6
2
40
.
6
4
23+00
40
.
5
9
39
.
7
3
39
.
8
9
40
.
4
1
24+00
40
.
1
6
39
.
9
9
39
.
5
6
39
.
9
1
25+00
39
.
6
6
39
.
3
6
39
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1
9
39
.
4
1
26+00
39
.
1
7
39
.
0
3
39
.
0
1
39
.
0
2
27+00
39
.
0
0
38
.
8
3
39
.
0
8
39
.
1
0
28+00
39
.
3
2
39
.
1
2
39
.
1
1
39
.
5
7
29+00
39
.
8
2
39
.
0
1
38
.
8
5
40
.
0
6
30+00
40
.
1
8
38
.
9
6
39
.
0
6
40
.
1
8
31+00
40
.
0
6
39
.
1
0
38
.
9
9
39
.
8
2
32+00
39
.
5
7
38
.
9
3
St
r
u
c
t
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e
-
(
7
8
)
ST
A
.
2
1
+
7
2
.
1
2
(1
3
.
6
8
'
L
)
St
r
u
c
t
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e
-
(
7
9
)
ST
A
.
2
1
+
7
0
.
9
0
(1
3
.
1
8
'
R
)
18" HP 130 LF @ 0.50%
St
r
u
c
t
u
r
e
-
(
9
8
)
ST
A
.
2
3
+
5
9
.
6
7
(1
4
.
1
5
'
R
)
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r
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(
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0
1
)
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A
.
2
4
+
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6
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8
1
(1
3
.
1
7
'
R
)
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r
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t
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r
e
-
(
1
7
1
)
ST
A
.
2
4
+
3
6
.
7
5
(1
3
.
1
4
'
L
)
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r
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t
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e
-
(
1
0
2
)
ST
A
.
2
6
+
4
9
.
8
9
(1
4
.
3
3
'
R
)
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-
(
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7
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)
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+
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9
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4
2
(1
4
.
3
7
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L
)
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t
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e
-
(
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0
4
)
ST
A
.
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7
+
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6
.
5
5
(1
2
.
1
5
'
R
)
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-
(
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6
9
)
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.
2
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+
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6
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6
6
(1
3
.
1
3
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L
)
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r
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t
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-
(
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0
5
)
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2
8
+
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3
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1
9
(1
3
.
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4
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)
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r
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-
(
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2
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)
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A
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3
1
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7
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3
6
(1
3
.
1
7
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)
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r
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t
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-
(
1
3
1
)
ST
A
.
3
1
+
3
7
.
4
8
(1
3
.
1
7
'
L
)
42" HP 213 LF @ 0.50%
48" HP 117
L
F
@
1
.
3
5
%
36" HP 294 LF @ 0.50%
St
r
u
c
t
u
r
e
-
(
1
0
3
)
ST
A
.
2
6
+
9
5
.
5
0
(1
3
.
7
2
'
R
)
48" HP 31 LF @ 0.50%
St
r
u
c
t
u
r
e
-
(
1
7
6
)
ST
A
.
2
4
+
0
4
.
9
3
(1
2
.
6
8
'
R
)
42" HP 32 LF @ 0.50%
SS
M
H
-
9
6
ST
A
=
2
1
+
4
8
.
9
2
RI
M
=
4
0
.
2
6
'
IN
V
I
N
=
2
5
.
1
6
'
(
S
S
M
H
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9
7
)
IN
V
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T
=
2
5
.
1
6
'
SS
M
H
-
9
7
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A
=
2
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+
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7
.
7
1
RI
M
=
4
0
.
5
0
'
IN
V
I
N
=
2
4
.
7
6
'
(
S
S
M
H
-
7
7
)
IN
V
O
U
T
=
2
4
.
7
6
'
SS
M
H
-
7
7
ST
A
=
2
3
+
9
9
.
3
3
RI
M
=
4
0
.
0
6
'
IN
V
I
N
=
2
4
.
1
5
'
(
S
S
M
H
-
7
8
)
IN
V
I
N
=
2
4
.
1
5
'
(
S
S
M
H
-
7
6
)
IN
V
O
U
T
=
2
4
.
1
5
'
SS
M
H
-
7
6
ST
A
=
2
6
+
8
9
.
3
3
RI
M
=
3
9
.
0
3
'
IN
V
I
N
=
2
5
.
3
1
'
(
S
S
M
H
-
7
5
)
IN
V
O
U
T
=
2
5
.
3
1
'
IN
V
O
U
T
=
2
5
.
3
1
'
SS
M
H
-
1
0
3
ST
A
=
3
0
+
8
1
.
9
0
RI
M
=
3
9
.
9
8
'
IN
V
I
N
=
2
6
.
8
8
'
(
S
S
M
H
-
7
6
)
IN
V
O
U
T
=
2
6
.
8
8
'
152LF - 8" S.S.
@ -0.40% SLOPE
100LF - 8" S.S.
@ -0.40% SLOPE
393LF - 8" S.S.
@ -0.40% SLOPE
3' MIN COVER
CU-709
47
1"=50'
1"=5'
PLAN & PROFILE - ROAD N
STA 20+50 TO STA 32+00DESCRIPTIONSDATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
PLAN & PROFILE - ROAD N STA 20+50 TO STA 32+002 LEGEND AND NOTES1
PROPOSED
GRADE
EXISTING
GRADE
0
SCALE: 1"=50' (Horiz.)
100'50'50'
0
SCALE: 1"=5' (Vert.)
10'5'5'
6" PVC C-900
WATER MAIN
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
i
n
g
s
\
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-
7
0
9
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0
4
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4
5
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2
3
.
d
w
g
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5
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2
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2
0
2
2
7
:
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8
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5
P
M
,
_
A
u
t
o
C
A
D
P
D
F
(
G
e
n
e
r
a
l
D
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e
n
t
a
t
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o
n
)
.
p
c
3
ROAD N
(50' PRIVATE R/W)
374
375
376
377
384385
386387
388389390391
FHA (TYP.)
(1) 6" MJ TEE
(2) 6" GV
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTIONPROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
8" C900 392.57'
SSMH-103
8" C900 392.65'SSMH-102
8"
C
9
0
0
1
4
5
.
2
2
'
SSMH-101
Structure - (173)
Structure - (127)Structure - (128)
Structure - (172)
Structure - (129)
Structure - (131)
15
20
25
30
35
40
45
50
55
15
20
25
30
35
40
45
50
55
0.50%
PVI STA: 33+23.36
PVI ELEV: 38.96
K: 200.02
LVC: 200.00
LP STA: 33+23.35
LP ELEV: 39.21
BV
C
S
:
3
2
+
2
3
.
3
6
BV
C
E
:
3
9
.
4
6
EV
C
S
:
3
4
+
2
3
.
3
6
EV
C
E
:
3
9
.
4
6
32+00
39
.
5
7
38
.
9
3
38
.
9
9
39
.
3
4
33+00
39
.
2
2
38
.
8
4
38
.
1
8
39
.
2
2
34+00
39
.
3
5
38
.
4
6
38
.
6
6
39
.
5
7
34+80
39
.
6
1
38
.
6
9
St
r
u
c
t
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r
e
-
(
1
2
8
)
ST
A
.
3
3
+
2
3
.
4
9
(1
3
.
1
4
'
R
)
St
r
u
c
t
u
r
e
-
(
1
7
2
)
ST
A
.
3
3
+
2
3
.
3
9
(1
3
.
1
3
'
L
)
St
r
u
c
t
u
r
e
-
(
1
2
7
)
ST
A
.
3
4
+
4
4
.
4
9
(1
3
.
8
5
'
R
)
St
r
u
c
t
u
r
e
-
(
1
7
3
)
ST
A
.
3
4
+
7
0
.
4
2
(1
4
.
1
6
'
R
)
36" HP 121 LF @ 0.50%
24" HP 26 LF @ 0.50%
24" HP 122 LF @ 0.50%
36" HP 186 LF @ 0.50%
SSMH-102
STA = 34+74.55
RIM = 39.50'
INV IN = 28.45' (SSMH-103)
INV OUT = 28.45'
3' MIN COVER
CU-710
48
1"=50'
1"=5'
PLAN & PROFILE - ROAD N
STA 30+00 TO STA 34+80
EXISTING
GRADE
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
PLAN & PROFILE - ROAD N STA 30+00 TO STA 34+802 LEGEND AND NOTES1
0
SCALE: 1"=50' (Horiz.)
100'50'50'
0
SCALE: 1"=5' (Vert.)
10'5'5'
PROPOSED
GRADE
6" PVC C-900
WATER MAIN
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
i
n
g
s
\
C
U
-
7
1
0
_
0
4
2
4
5
0
0
2
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ROAD P
(50' PRIVATE R/W)
348
349 350 351 352 353 354 355 356 357 358 359 360 361 362
363
383
396397398399400401402403404405406407408
409
FHA (TYP.)PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
10' NON-MUNICIPAL
EASEMENT
(1) 8" MJ TEE
(1) 8"x6" REDUCER
(1) 8" GV
(1) 6" GV
FHA (TYP.)
Structure - (218)
Structure - (215)
Structure - (203)
Structure - (261)
Structure - (262)
Structure - (202)
Structure - (219)
Structure - (204)
Structure - (213)
Structure - (205)
Structure - (209)
Structure - (206)
Structure - (212)
Structure - (208)
Structure - (210)
SSMH-99
8" C900 400.00'
SSMH-98
8" C900 265.72'
SSMH-74
8"
C
9
0
0
2
7
6
.
8
0
'
8"
C
9
0
0
2
5
2
.
3
0
'
15
20
25
30
35
40
45
50
55
15
20
25
30
35
40
45
50
55
-2.00%
-0.50%0.50%
PVI STA: 13+41.08
PVI ELEV: 39.86
K: 200.00
LVC: 200.00
HP STA: 13+41.08
HP ELEV: 39.61
BV
C
S
:
1
2
+
4
1
.
0
8
BV
C
E
:
3
9
.
3
6
EV
C
S
:
1
4
+
4
1
.
0
8
EV
C
E
:
3
9
.
3
6
PVI STA: 16+98.91
PVI ELEV: 38.07
K: 166.22
LVC: 200.00
LP STA: 16+82.01
LP ELEV: 38.37
BV
C
S
:
1
5
+
9
8
.
9
1
BV
C
E
:
3
8
.
5
7
EV
C
S
:
1
7
+
9
8
.
9
1
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:
3
8
.
7
8
10+00
38
.
4
6
38
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4
6
38
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9
0
38
.
4
1
11+00
38
.
6
6
38
.
8
6
38
.
7
0
38
.
9
1
12+00
39
.
1
6
38
.
5
8
38
.
4
6
39
.
4
0
13+00
39
.
5
7
38
.
6
8
38
.
6
7
39
.
6
1
14+00
39
.
5
3
38
.
5
5
36
.
8
0
39
.
3
2
15+00
39
.
0
7
38
.
2
7
38
.
3
8
38
.
8
2
16+00
38
.
5
7
38
.
4
6
38
.
2
0
38
.
4
0
17+00
38
.
3
7
38
.
0
9
38
.
3
3
38
.
5
0
18+00
38
.
7
8
38
.
5
0
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(
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ST
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5
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6
2
(1
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4
1
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St
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(
2
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3
)
ST
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1
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+
5
9
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3
9
(1
2
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0
5
'
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9
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5
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1
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6
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'
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8
0
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1
3
(1
2
.
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)
St
r
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t
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e
-
(
2
0
8
)
ST
A
.
1
7
+
7
9
.
7
5
(1
2
.
1
4
'
L
)
36" HP 337 LF @ -0.52%
30" HP 186 LF @ -0.50%
18" HP 105 LF @ -0.50%
St
r
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-
(
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0
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8
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(1
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)
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1
0
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2
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1
2
(4
2
.
5
9
'
L
)
36" HP 29 LF @ 0.50%
SS
M
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-
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4
ST
A
=
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+
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5
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5
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RI
M
=
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0
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IN
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=
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7
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(
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7
3
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V
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=
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7
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5
3
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IN
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=
2
7
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5
3
'
SS
M
H
-
9
8
ST
A
=
1
2
+
7
1
.
2
2
RI
M
=
3
9
.
3
5
'
IN
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N
=
2
8
.
5
9
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(
S
S
M
H
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7
4
)
IN
V
O
U
T
=
2
8
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5
9
'
SS
M
H
-
9
9
ST
A
=
1
6
+
7
1
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2
2
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=
3
8
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2
3
'
IN
V
I
N
=
3
0
.
1
9
'
(
S
S
M
H
-
9
8
)
400LF - 8" S.S.
@ -0.40% SLOPE
266LF - 8" S.S.
@ -0.40% SLOPE
36" HP 119 LF @ 0.50%
St
r
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-
(
2
6
2
)
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(1
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7
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R
)
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r
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.
1
0
+
4
0
.
6
0
(1
2
.
2
0
'
L
)
3' MIN COVER
CU-711
49
1"=50'
1"=5'
PLAN & PROFILE - ROAD P
STA 10+00 TO STA 18+00DESCRIPTIONSDATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
PLAN & PROFILE - ROAD P STA 10+00 TO STA 18+002 LEGEND AND NOTES1
PROPOSED
GRADE EXISTING
GRADE
0
SCALE: 1"=50' (Horiz.)
100'50'50'
0
SCALE: 1"=5' (Vert.)
10'5'5'
6" PVC C-900
WATER MAIN
I:
\
0
4
2
4
5
\
0
0
2
3
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N
G
\
8
0
-
D
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/
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p
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3
362
363 364 365 366 367 368 369 370 371 372 373
374375376377378379380381382383
ROAD P
(50' PRIVATE R/W)
FHA (TYP.)
FHA (TYP.)
(1) 6" MJ TEE
(2) 6" GV
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTION
10' NON-MUNICIPAL
EASEMENT
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
Structure - (127)
Structure - (173)
Structure - (133)
Structure - (132)Structure - (259)
Structure - (260)
Structure - (208)
Structure - (210)
Structure - (206)Structure - (212)
Structure - (125)
Structure - (124)
SSMH-100
8" C900 288.88'
SSMH-101
8" C900 145.22'
SSMH-102
8"
C
9
0
0
3
9
2
.
6
5
'
15
20
25
30
35
40
45
50
55
15
20
25
30
35
40
45
50
55
-0.50%
1.35%
0.70%-1.35%
0.00%
2.00%
PVI STA: 19+32.33
PVI ELEV: 39.71
K: 97.41
LVC: 200.00
HP STA: 19+00.83
HP ELEV: 39.25
BV
C
S
:
1
8
+
3
2
.
3
3
BV
C
E
:
3
9
.
0
1
EV
C
S
:
2
0
+
3
2
.
3
3
EV
C
E
:
3
8
.
3
6
PVI STA: 22+22.75
PVI ELEV: 40.03
K: 108.36
LVC: 200.00
HP STA: 22+68.57
HP ELEV: 39.66
BV
C
S
:
2
1
+
2
2
.
7
5
BV
C
E
:
3
8
.
6
8
EV
C
S
:
2
3
+
2
2
.
7
5
EV
C
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:
3
9
.
5
3
18+00
38
.
7
8
38
.
5
0
38
.
4
7
39
.
1
2
19+00
39
.
2
5
38
.
3
7
38
.
3
5
39
.
1
3
20+00
38
.
7
5
38
.
3
9
38
.
4
2
38
.
2
5
21+00
38
.
3
7
38
.
4
2
38
.
4
4
39
.
0
1
22+00
39
.
4
4
38
.
4
6
38
.
5
6
39
.
6
5
23+00
39
.
6
2
38
.
7
0
23+39
39
.
7
2
38
.
7
3
St
r
u
c
t
u
r
e
-
(
1
7
3
)
ST
A
.
2
2
+
8
2
.
0
1
(9
.
6
3
'
L
)
St
r
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t
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-
(
1
3
2
)
ST
A
.
2
0
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8
8
.
0
8
(1
2
.
1
5
'
R
)
St
r
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-
(
1
3
3
)
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.
2
0
+
8
8
.
2
3
(1
2
.
2
1
'
L
)
SS
M
H
-
1
0
0
ST
A
=
1
8
+
6
7
.
5
7
RI
M
=
3
9
.
0
6
'
IN
V
I
N
=
3
0
.
1
9
'
(
S
S
M
H
-
1
0
1
)
SS
M
H
-
1
0
1
ST
A
=
2
1
+
5
6
.
4
4
RI
M
=
3
8
.
9
4
'
IN
V
I
N
=
2
9
.
0
3
'
(
S
S
M
H
-
1
0
2
)
IN
V
O
U
T
=
2
9
.
0
3
'
SS
M
H
-
1
0
2
ST
A
=
2
3
+
0
1
.
6
6
RI
M
=
3
9
.
5
0
'
IN
V
I
N
=
2
8
.
4
5
'
(
S
S
M
H
-
1
0
3
)
IN
V
O
U
T
=
2
8
.
4
5
'
145LF - 8" S.S.
@ -0.40% SLOPE
289LF - 8" S.S.
@ -0.40% SLOPE
St
r
u
c
t
u
r
e
-
(
2
6
0
)
ST
A
.
2
0
+
4
1
.
4
9
(1
2
.
1
1
'
L
)
24" HP 194 LF @ 0.50%
18" HP 47 LF @ 0.50%
24" HP 262 LF @ 0.30%24" HP 261 LF @ 0.30%
St
r
u
c
t
u
r
e
-
(
2
5
9
)
ST
A
.
2
0
+
4
1
.
5
6
(1
2
.
1
5
'
R
)
3' MIN COVER
CU-712
50
1"=50'
1"=5'
PLAN & PROFILE - ROAD P
STA 18+00 TO STA 23+40DESCRIPTIONSDATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
PLAN & PROFILE - ROAD P STA 18+00 TO STA 23+402 LEGEND AND NOTES1
PROPOSED
GRADEEXISTING
GRADE
0
SCALE: 1"=50' (Horiz.)
100'50'50'
0
SCALE: 1"=5' (Vert.)
10'5'5'
6" PVC C-900
WATER MAIN
I:
\
0
4
2
4
5
\
0
0
2
3
\
E
N
G
\
8
0
-
D
r
a
w
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n
g
s
\
C
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-
7
1
2
_
0
4
2
4
5
0
0
2
3
.
d
w
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,
5
/
2
/
2
0
2
2
7
:
3
7
:
5
5
P
M
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A
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C
A
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P
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F
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)
.
p
c
3
ROAD K
(50' PRIVATE R/W)
259 260 261 262 263 264
265266267
268
269
270
271
272
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
BLOW OFF ASSEMBLY
(TYP.)
10' NON-MUNICIPAL
EASEMENT
REMOVE 6" PLUG AND
TIE TO EXISTING
WATERMAIN INSTALLED
BY OTHERS.
8" C900 246.15'
8" C900 81.47'
8"
C
9
0
0
7
0
.
4
3
'
8
"
C
9
0
0
7
0
.
6
7
'
8"
C
9
0
0
1
5
3
.
1
9
'
15
20
25
30
35
40
45
50
55
15
20
25
30
35
40
45
50
55
-0.50%1.50%
-0.50%0.50%
PVI STA: 13+43.67
PVI ELEV: 39.83
K: 50.00
LVC: 100.00
HP STA: 13+68.67
HP ELEV: 39.64
BV
C
S
:
1
2
+
9
3
.
6
7
BV
C
E
:
3
9
.
0
8
EV
C
S
:
1
3
+
9
3
.
6
7
EV
C
E
:
3
9
.
5
8
PVI STA: 12+38.64
PVI ELEV: 38.25
K: 37.50
LVC: 75.00
LP STA: 12+19.89
LP ELEV: 38.39
BV
C
S
:
1
2
+
0
1
.
1
4
BV
C
E
:
3
8
.
4
4
EV
C
S
:
1
2
+
7
6
.
1
4
EV
C
E
:
3
8
.
8
1
PVI STA: 15+09.76
PVI ELEV: 39.00
K: 200.00
LVC: 200.00
LP STA: 15+09.76
LP ELEV: 39.25
BV
C
S
:
1
4
+
0
9
.
7
6
BV
C
E
:
3
9
.
5
0
EV
C
S
:
1
6
+
0
9
.
7
6
EV
C
E
:
3
9
.
5
0
12+00
38
.
4
4
38
.
0
0
38
.
5
1
13+00
39
.
1
7
38
.
0
8
38
.
1
9
39
.
6
0
14+00
39
.
5
4
38
.
3
5
38
.
2
2
39
.
3
3
15+00
39
.
2
5
39
.
2
9
16+00
39
.
4
5
38
.
5
8
39
.
7
0
16+74
38
.
6
0
24" HP 76 LF @ 0.50%24" HP 76 LF @ 0.50%
24" HP 94 LF @ -1.54%
St
r
u
c
t
u
r
e
-
(
2
5
2
)
ST
A
.
1
3
+
3
4
.
5
8
(1
2
.
8
7
'
L
)
St
r
u
c
t
u
r
e
-
(
2
5
3
)
ST
A
.
1
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)
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=
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0
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V
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=
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1
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(
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S
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V
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V
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T
=
3
2
.
2
4
'
SSMH-104
STA = 16+72.11
RIM = 39.67'
INV OUT = 33.22'
246LF - 8" S.S.
@ 0.40% SLOPE81LF - 8" S.S.
@ 0.40% SLOPE70LF - 8" S.S.
@ 0.40% SLOPE
St
r
u
c
t
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r
e
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(
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A
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5
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L
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18" HP 46 LF @ 0.50%
3' MIN COVER
CU-713
51
1"=50'
1"=5'
PLAN & PROFILE - ROAD K
STA 12+00 TO STA 16+73DESCRIPTIONSDATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
PLAN & PROFILE - ROAD K STA 12+00 TO STA 16+732 LEGEND AND NOTES1
EXISTING
GRADE
0
SCALE: 1"=50' (Horiz.)
100'50'50'
0
SCALE: 1"=5' (Vert.)
10'5'5'
EXISTING
GRADE
REMOVE PLUG AND TIE
IN TO EXISTING
WATERMAIN INSTALLED
BY OTHERS
6" PVC C-900
WATER MAIN
I:
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TREES BOTANICAL / COMMON NAME
QUERCUS PHELLOS
WILLOW OAK
QUERCUS VIRGINIANA
SOUTHERN LIVE OAK
ULMUS PARVIFOLIA `ALLEE`
ALLEE LACEBARK ELM
GROUND COVERS BOTANICAL / COMMON NAME
VEGETATIVE SHELF PLANTING
NOTES:
-ALL STREET TREES LOCATED ON PRIVATE PROPERTY
-ALL STREET TREES LOCATED OUTSIDE NCDOT 10'x70' SIGHT
DISTANCE TRIANGLE
PLANT SCHEDULE
TREES BOTANICAL / COMMON NAME
QUERCUS PHELLOS
WILLOW OAK
QUERCUS VIRGINIANA
SOUTHERN LIVE OAK
ULMUS PARVIFOLIA `ALLEE`
ALLEE LACEBARK ELM
GROUND COVERS BOTANICAL / COMMON NAME
VEGETATIVE SHELF PLANTING
NOTES:
-ALL STREET TREES LOCATED ON PRIVATE PROPERTY
-ALL STREET TREES LOCATED OUTSIDE NCDOT 10'x70' SIGHT
DISTANCE TRIANGLE
PLANT SCHEDULE
ROAD M
(50' PRIVATE R/
W
)
R
O
A
D
J
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD I
(50' PRIVATE R/
W
)
ROAD B
(50' PRIV
A
T
E
R
/
W
)
R
O
A
D
J
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD C
(50' PRIV
A
T
E
R
/
W
)
RO
A
D
G
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD I
(50' PRIVATE R/W)
R
O
A
D
K
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD H
(50' PRIVATE R/W)
R
O
A
D
F
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
G
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD L
(50' PRIVATE R/
W
)
R
O
A
D
M
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
M
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD P
(50' PRIVATE R/
W
)
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD N
(50' PRIVATE R/
W
)
ROAD O
(50' PRIVATE R/
W
)
RO
A
D
S
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
P
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD O
(50' PRIVATE R/
W
)
RO
A
D
Q
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
Q
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
R
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
R
O
A
D
X
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD U
(50' PRIVA
T
E
R
/
W
)
RO
A
D
Q
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD P
(50' PRIVATE R/
W
)
OVERALL LANDSCAPE PLAN2
CL-100
52
1"=150'
N/A
OVERALL LANDSCAPE PLAN
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
LEGEND AND NOTES1
0
SCALE: 1"=150' (Horiz.)
300'150'150'
I:
\
0
4
2
4
5
\
0
0
2
3
\
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\
8
0
-
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TREES BOTANICAL / COMMON NAME
QUERCUS PHELLOS
WILLOW OAK
QUERCUS VIRGINIANA
SOUTHERN LIVE OAK
ULMUS PARVIFOLIA `ALLEE`
ALLEE LACEBARK ELM
GROUND COVERS BOTANICAL / COMMON NAME
VEGETATIVE SHELF PLANTING
PLANT SCHEDULE
NOTES:
-ALL STREET TREES LOCATED ON PRIVATE PROPERTY
-ALL STREET TREES LOCATED OUTSIDE NCDOT 10'x70'
SIGHT DISTANCE TRIANGLE
38
38
38
38
38
38
38
3838
38
38
ROAD M
(50' PRIVATE R/W)
ROAD I
(50' PRIVATE R/W)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
288
289
290
291
292
293
294
295296297298299300
301
302
303
304
305
306
307
308 309 310 311 312 313
314
315
316317318319320321322
323 324 325 326 327 328 329 330 331 332
333
STREET TREES TO BE
INSTALLED DURING PHASE
2 CONSTRUCTION (TYP.)
10 x 70 NCDOT SIGHT
DISTANCE TRIANGLE (TYP.)
20 - ULM ALL
21 - QUE VIR
10' NON-MUNICIPAL
EASEMENT
STREET TREES TO BE
INSTALLED DURING PHASE
1 CONSTRUCTION (TYP.)
PHASE LINE
2 - ULM ALL
CL-101
53
1"=60'
N/A
ENLARGED LANDSCAPE PLAN
ENLARGED LANDSCAPE SHEET2 LEGEND AND NOTES1
0
SCALE: 1"=50' (Horiz.)
100'50'50'
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
MA
T
C
H
L
I
N
E
SEE SHEET CL-104
MATCHLINE
SE
E
S
H
E
E
T
C
L
-
1
0
2
I:
\
0
4
2
4
5
\
0
0
2
3
\
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\
8
0
-
D
r
a
w
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g
s
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2
4
5
0
0
2
3
.
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,
5
/
2
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2
0
2
2
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:
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3
SCM POND 5
SCM POND 6
3
9
38
39
3
9
40
40
39
39
39
39
38
3839
3
9
3
9
40
39
38
37
36
25
30
26
27
28
29
31
32
33
34
25
27
36
39
38
37
36
RO
A
D
M
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
P
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
334
335
336
337
338
339
340
341
342 343 344 345 346 347 348
349
350
351
352
353
354
355
356
357
358
359
360
361
362
363 364 365 366 367 368 369 370 371 372 373
374375376377378379380381382383
384
385
386
387
388
389
390
391
392
393
394
395
396
397
398
399
400
401
402
403
404
405
406
407
408 409 410 411 412 413 414 415
ROAD P
(50' PRIVATE R/W)
12 - ULM ALL
10 x 70 NCDOT SIGHT
DISTANCE TRIANGLE (TYP.)
22 - QUE VIR
10' NON-MUNICIPAL
EASEMENT
39 - QUE PHE
VEGETATIVE SHELF
PLANTING, SEE DETAIL
4/CL501 (TYP.)
VEGETATIVE SHELF
PLANTING, SEE DETAIL
4/CL501 (TYP.)
TREES BOTANICAL / COMMON NAME
QUERCUS PHELLOS
WILLOW OAK
QUERCUS VIRGINIANA
SOUTHERN LIVE OAK
ULMUS PARVIFOLIA `ALLEE`
ALLEE LACEBARK ELM
GROUND COVERS BOTANICAL / COMMON NAME
VEGETATIVE SHELF PLANTING
PLANT SCHEDULE
NOTES:
-ALL STREET TREES LOCATED ON PRIVATE PROPERTY
-ALL STREET TREES LOCATED OUTSIDE NCDOT 10'x70'
SIGHT DISTANCE TRIANGLE
CL-102
54
1"=60'
N/A
ENLARGED LANDSCAPE PLAN
ENLARGED LANDSCAPE SHEET2 LEGEND AND NOTES1
0
SCALE: 1"=50' (Horiz.)
100'50'50'
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
SE
E
S
H
E
E
T
C
L
-
1
0
1
MA
T
C
H
L
I
N
E
SEE SHEET CL-103
MATCHLINE
I:
\
0
4
2
4
5
\
0
0
2
3
\
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G
\
8
0
-
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5
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2
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2
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A
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TREES BOTANICAL / COMMON NAME
QUERCUS PHELLOS
WILLOW OAK
QUERCUS VIRGINIANA
SOUTHERN LIVE OAK
ULMUS PARVIFOLIA `ALLEE`
ALLEE LACEBARK ELM
GROUND COVERS BOTANICAL / COMMON NAME
VEGETATIVE SHELF PLANTING
PLANT SCHEDULE
NOTES:
-ALL STREET TREES LOCATED ON PRIVATE PROPERTY
-ALL STREET TREES LOCATED OUTSIDE NCDOT 10'x70'
SIGHT DISTANCE TRIANGLESCM POND 7
40
39
39
39 39
4
0
40
4
0
4
0
40
40
4040
40
4
0
3
8
38 38
38
39 39 3
9
39
3
9
40
37
3839
29
27
ROAD L
(50' PRIVATE R/W)
ROAD N
(50' PRIVATE R/W)
ROAD O
(50' PRIVATE R/W)
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
342 343 344 345 346 347 348 408 409 410 411 412 413 414 415
416417418419420421422423424425426427428429430
431 432 433 434 435 436 437 438 439 440 441 442 443 444 445
446447448449450451452453454455456457458459460
476 477
478 479 480
PUMP STATION
32 - ULM ALL
14 - QUE VIR
10 x 70 NCDOT SIGHT
DISTANCE TRIANGLE (TYP.)
2 - QUE PHE
30 - QUE VIR
7 - QUE VIR
32 - QUE PHE
10' NON-MUNICIPAL
EASEMENT
10 x 70 NCDOT SIGHT
DISTANCE TRIANGLE (TYP.)
PHASE LINE
VEGETATIVE SHELF
PLANTING, SEE DETAIL
4/CL501 (TYP.)
CL-103
55
1"=60'
N/A
ENLARGED LANDSCAPE PLAN
ENLARGED LANDSCAPE SHEET2 LEGEND AND NOTES1
0
SCALE: 1"=50' (Horiz.)
100'50'50'
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
SE
E
S
H
E
E
T
C
L
-
1
0
4
MA
T
C
H
L
I
N
E
SEE SHEET CL-105
MATCHLINE
I:
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2
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5
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t
a
t
i
o
n
)
.
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TREES BOTANICAL / COMMON NAME
QUERCUS PHELLOS
WILLOW OAK
QUERCUS VIRGINIANA
SOUTHERN LIVE OAK
ULMUS PARVIFOLIA `ALLEE`
ALLEE LACEBARK ELM
GROUND COVERS BOTANICAL / COMMON NAME
VEGETATIVE SHELF PLANTING
PLANT SCHEDULE
NOTES:
-ALL STREET TREES LOCATED ON PRIVATE PROPERTY
-ALL STREET TREES LOCATED OUTSIDE NCDOT 10'x70'
SIGHT DISTANCE TRIANGLE
SCM POND 8
3
9
3
9
3
9
39
38
38
40
39
39
39
39
3
7
3
7
3
2
37
38 39
37
31
35
31
32
33
34
36
37
38
39
3
9
R
O
A
D
J
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
R
O
A
D
K
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279 280 281 282
283 284 285
286
287
288
461
462
463
464
465
466
467
468
4 - QUE PHE
12 - QUE PHE
STREET TREES TO BE
INSTALLED DURING PHASE
2 CONSTRUCTION (TYP.)
24 - QUE VIR
PHASE LINE
STREET TREES TO BE
INSTALLED DURING PHASE
1 CONSTRUCTION (TYP.)
CL-104
56
1"=60'
N/A
ENLARGED LANDSCAPE PLAN
LEGEND AND NOTES1
0
SCALE: 1"=50' (Horiz.)
100'50'50'
ENLARGED LANDSCAPE SHEET2 LEGEND AND NOTES1
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
S
E
E
S
H
E
E
T
C
L
-
1
0
5
M
A
T
C
H
L
I
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SE
E
S
H
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T
C
L
-
1
0
3
MA
T
C
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L
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E
I:
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4
2
4
5
\
0
0
2
3
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8
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0
4
2
4
5
0
0
2
3
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5
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2
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2
0
2
2
7
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TREES BOTANICAL / COMMON NAME
QUERCUS PHELLOS
WILLOW OAK
QUERCUS VIRGINIANA
SOUTHERN LIVE OAK
ULMUS PARVIFOLIA `ALLEE`
ALLEE LACEBARK ELM
GROUND COVERS BOTANICAL / COMMON NAME
VEGETATIVE SHELF PLANTING
PLANT SCHEDULE
NOTES:
-ALL STREET TREES LOCATED ON PRIVATE PROPERTY
-ALL STREET TREES LOCATED OUTSIDE NCDOT 10'x70'
SIGHT DISTANCE TRIANGLE
AMENITY
POND 9
SCM POND 8
40
40
4
0
3
7
3
7
3
2
37
38 39
37
31
35
31
32
33
34
36
37
38
39
3
9
35 3436373839
40
3839
29
R
O
A
D
M
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
463
464
465
466
467
468
469 470
471
472 473 474 475
476 477
478 479
100' R/
W
(
P
U
B
L
I
C
)
SIDBUR
Y
R
O
A
D
-
S
R
1
3
3
6
14 - QUE VIR
14 - QUE VIR
10 x 70 NCDOT SIGHT
DISTANCE TRIANGLE (TYP.)
PHASE LINE
CL-105
57
1"=60'
N/A
ENLARGED LANDSCAPE PLAN
ENLARGED LANDSCAPE SHEET2 LEGEND AND NOTES1
0
SCALE: 1"=50' (Horiz.)
100'50'50'
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
0
SCALE: 1"=50' (Horiz.)
100'50'50'
MATCHLINE
S
E
E
S
H
E
E
T
C
L
-
1
0
4
M
A
T
C
H
L
I
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SEE SHEET CL-103
MATCHLINE
I:
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2
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5
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2
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SCALE: NTSSTANDARD DRIVEWAY DETAIL1
SCALE: NTSHANDICAP ACCESSIBILTY RAMP2
CS-501
58
N/A
N/A
SITE DETAILS
30'
5'
SECTION A-A
5'
A A
CONTROL JOINT
4"
1/2"
SECTION B-B
SCORE
1/4"
1"
B B
NOTES:
1.JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS.
2.SANITARY SEWER CLEAN-OUTS, WATER METERS, MANHOLES, AND VALVE LIDS TO BE
LOCATED OUTSIDE SIDEWALK WHERE FEASIBLE.
3.MINIMUM SIDEWALK WIDTH TO BE 6' MINIMUM IF PLACED AT BACK OF CURB.
4.CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAIN WITHIN A
DRIVEWAY APRON) SHALL BE CLASS "A" - 3,000 PSI.
5.MINIMUM REPLACEMENT FOR REPAIRS IS A 5' X 5' PANEL
6.4" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS
7.MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12"
8.MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1
9.MIN GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST 1 DIRECTION. MAX CROSS
SLOPE IS 2%. MAX LONGITUDINAL SLOPE IS 8.3%, 10% IF LIMITED BY EXISTING
CONDITIONS, OR NO GREATER THAN THE SLOPE OF THE EXISTING ADJACENT ROAD.
FILLED
EXPANSION
JOINT
FILLED
EXPANSION
JOINT
FILLED
EXPANSION
JOINT
A
B
4'-
0
"
M
I
N
.
A
A
B
BW
A B
W
6"
SEE PLAN
12:1 MAX. RAMP
3"
GRASS STRIP
SIDEWALK (5' STD.)
6'-0"6'-0"
CURB
TRANSITION
4'-0"
MIN.CURB
TRANSITION
SIDEWALK
ELEVATION
VARIABLE SLOPE NOT
TO EXCEED 12:1 (8.33%)
GUTTER
TOP OF CURB
NOTE:
EXPANSION JOINT
SIDEWALK
EXPANSION JOINT
EXPANSION JOINT
SIDEWALK
5' 0.0' 5.8' 5.8' 5.0'*
6' 0.0' 6.8' 6.8' 6.0'**
7' 0.0' 7.8' 7.3' 6.5'**
8' 0.0' 8.8' 7.3' 6.5'**
5' 2.0' 7.8' 7.8' 5.0'
5' 2.5' 8.3' 8.1' 4.8'
5' 3.0' 8.8' 8.3' 4.4'
5' 3.5' 9.3' 8.4' 4.1'
5' 4.0' 9.8' 8.6' 3.8'
5' 4.5' 10.3' 8.7' 3.4'
5' 5.0' 10.8' 8.9' 3.1'
W A W+A+9"X B
B = X-(A+9")
B = DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12:1 (8.33%) SLOPE.
BACK OF SIDEWALK DROP REQUIRED FOR ALL
SIDEWALK SLOPES.
BACK OF SIDEWALK DROP REQUIRED FOR SIDEWALK
SLOPES 0.04.
*
**
SECTION B-B
SECTION A-A
ISOMETRIC VIEW
PLAN VIEW
PRO
P
O
S
E
D
SIDE
W
A
L
K
(5' S
T
D
.
)
NOT LESS THAN 2' OF FULL
HEIGHT CURB BETWEEN
RAMPS
DEPRESSED CURB
& GUTTER
0.02(MIN.)
0.08(MAX.)
0.04(NORM.)
0.01(MIN.)
0.04(MAX.)
0.02(NORM.)
A PORTION OF ONE OR BOTH
RAMPS MAY EXTEND OUTSIDE
THE CURB RETURN.
THIS PORTION OF RAMP
MUST FALL WITHIN
CROSSWALK LIMITS.
PRIVATE DRIVE
SIDEWALK SECTION
DRIVEWAY APRON
CURB
PLAZAPLAZA
SIDEWALK OR
SIDEWALK AREA
EXPANSION JOINT 1/2"
EXPANSION JOINT 1/2"
CURB RETURN
5' (1.5m) MIN. RESIDENTIAL
13' (4.0m) MIN. OTHER
PAVEMENT PLAN
EXPANSION JOINT 1/2"
6"
1'-6"3'-0"5'-0"0'-2"
VARIABLE
FINISH PLAZA GRADE
1/4 PER 1'-0"
1/4 PER 1'-0"
EXPANSION JOINT
0'-6"
0'-6"1'-6"0'-2"
12'-0' MINIMUM
6" CONCRETE
3'
-
0
"
R
A
A
B B
SECTION A-A SECTION B-B
R I G H T T U R N OUT R
I
G
H
T
T
U
RN IN
1" DEEP
SCORED LINE
EXPANSION JOINT 1/2"
24" TYPE A CURB & GUTTER
12'-18'
SCALE: NTSVALLEY SPILL CURB3
SCALE: NTSTYPICAL PAVEMENT SECTION5
SCALE: NTSSIDEWALK DETAIL6
SCALE: NTSHEAVY DUTY CONCRETE SECTION7
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
NOT TO SCALE
4" MIN.
COMPACTED BACKFILL
6" ABC STONE
1 1/2" SF-9.5B
1" SF-9.5A
NOTE: ALL ROADWAYS SHALL BE UNDERCUT TO A MINIMUM
OF 18" BELOW THE FINISHED GRADE TO ENSURE
ADEQUATE STABILITY.
18" RADIUS10
"
3/
4
"
25" RADIUS
2'-0"
6 1/2"
7"
PAVEMENT
UNDER VALLEY GUTTER
ABC STONE
10
"
2'-0" VALLEY GUTTER
2'-0"UNDER VALLEY GUTTER
ABC STONE
10
"
6"
18" RADIUS
25" RADIUS PAVEMENT
7 3/8"
.02 FT/FT
NOTE: PAVEMENT SHALL BE CONSTRUCTED OF 4,000 PSI
CONCRETE. REINFORCEMENT SHALL BE WELDED WIRE FABRIC
SPACED 6" O.C. BOTH DIRECTIONS, AS INDICATED BELOW.
SURFACE FINISHES AND JOINTS SHALL BE AS INDICATED IN
SPECIFICATIONS.
2"
12" COMPACTED,
NON-RUTTING
SUBGRADE,
COMPACTED 98% OF
THE STANDARD
PROCTOR MAXIMUM
DRY DENSITY (ASTM D
698)
4" COMPACTED CABC
6" 4,000 PSI @ 28
DAYS CONCRETE
MESH - 6X6 W1.4/W1.4
SCALE: NTSVALLEY STANDARD CURB4
I:
\
0
4
2
4
5
\
0
0
2
3
\
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G
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8
0
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5
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4
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2
3
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7
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6
P
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SCALE: NTSTEMPORARY SILT FENCE1
SCALE: NTSTEMPORARY CONSTRUCTION ENTRANCE2
SCALE: NTSSILT FENCE OUTLET3SCALE: NTSTREE PROTECTION SIGNAGE5
SCALE: NTSGENERAL NOTES8 SCALE: NTSTEMPORARY INLET PROTECTION4
SCALE: NTSSEEDING AND STABILIZATION7
CE-501
59
N/A
N/A
EROSION CONTROL DETAILS
SILT FENCE
2'
MIN
1' - 6"
1' - 6"
MIN.
SILT FENCE
3' MAX.1'1
2
FL
O
W
TOP VIEW
FRONT VIEW
NOTE
STRUCTURAL STONE SHALL BE
(CLASS "B") STONE FOR EROSION
CONTROL PURPOSES. SEDIMENT
CONTROL STONE SHALL BE NO.
5 OR NO. 57 STONE.
SEDIMENT
CONTROL
STONE
STRUCTURAL
STONE
SILT FENCE SHALL
REMAIN IN PLACE AND
BE FOLDED OVER TO
ACCOMMODATE OUTLET.
SILT FENCE
POST
12'-
0
"
MIN
.
6"
PUB
L
I
C
R
O
A
D
2"-3" COARSE
AGGREGATE OR
#4 STONE
50
'
M
I
N
L
E
N
G
T
H
M
A
Y
B
E
M
O
D
I
F
I
E
D
T
O
A
C
C
O
M
M
O
D
A
T
E
B
U
I
L
D
I
N
G
P
A
D
W
I
T
H
A
P
P
R
O
V
A
L
B
Y
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
N
G
I
N
E
E
R
I
N
G
D
E
P
T
.
BOTTOM STRAND MIN. #14 GUAGE
TOP STRAND MIN. #14 GUAGE
8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE
MI
N
.
2
'
-
0
"
GROUND LINE
2'
-
0
"
STEEL POST
FIL
L
S
L
O
P
E
MA
X
.
2
'
-
0
"
STAY AND LINE WIRES MIN. #14 GUAGE
MI
N
.
2
'
-
0
"
4" X 8" TRENCH LINED W/ 12" OF FABRIC
AND COMPACTED FILL ON TOP
NOTES:
1. WIRE FENCE (IF USED) SHALL BE MINUMUM 14 GAUGE WITH A
MAXIMUM MESH OPENING OF 6-INCHES.
2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF
POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE
REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN
ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO
ASTM D 4355.
3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS
INSTALLING SEDIMENT FENCE USING THE SLICING METHOD
MACHINERY.
6' MAX. STD. STRENGTH FABRIC W/O WIRE FENCE
TEMPORARY SEEDING
GRASS TYPE AMOUNT/
1000 S.F.TIME OF SEEDING INITIAL
RYE GRAIN 1-2 LBS.APRIL - JUNE 25 LBS. 10-10-10
BROWNTOP MILLET 1-2 LBS JUNE - AUGUST 25 LBS 10-10-10
PERMANENT SEEDING
GRASS TYPE AMOUNT/
1000 S.F.TIME OF SEEDING INITIAL
BERMUDA,
COMMON 1-2 LBS.APRIL - JUNE 25 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)5-7 LBS JUNE - AUGUST
FEB. - OCT.25 LBS 10-10-10
SERICEA
LESPEDEZA
(SLOPES
1-2 LBS MARCH - APRIL 25 LBS 10-10-10
NOTE (G.S. 113A-57 (2))
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER T
HAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT,
SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION
OF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
TREE PROTECTION NOTES:
1.NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE LIMITS OF DISTURBANCE
SHOWN ON THE PLANS. [18-457(b)]
2.PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.
[18-458]
3.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE
PROTECTION REQUIREMENTS AND METHODS. [18-457(d)]
4.ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST PROPERLY BARRICADED WITH FENCING
AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING
OF MATERIALS WILL OCCUR IN THOSE
AREAS. [18-458]
5.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS
BEEN INSTALLED AND APPROVED. [18-458]
6.REGULATED AND SIGNIFICANT TREES IN THE STREET YARD [18-456(c)] AND ANY TREES IN ANY REQUIRED
BUFFERS [18-456(b)] ARE REQUIRED TO BE RETAINED.
SEEDBED PREPARATION:
1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
AVAILABLE.
2.RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.
3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH
AND UNIFORM.
4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE
BELOW*).
5.CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO
6 INCHES DEEP.
6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
CULTIPACK AFTER SEEDING.
7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING
SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL
LIME, FERTILIZER AND SEEDING RATES.
9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
PERMANENT COVER IS ESTABLISHED.
10.APPLY:
AGRICULTURAL LIMESTONE - 2 TONS/ACRE
FERTILIZER - 1000 LBS/ACRE (10-10-10)
SUPERPHOSPHATE - 500 LBS/ACRE (20%)
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
ANCHOR - ASPHALT EMULSION AT 450 GAL/ACRE
NOTE:
THE CRITICAL ROOT ZONE (CRZ) OF A TREE IS
WHERE THE MAJORITY OF A TREE'S ROOTS LAY.
85% OF MOST TREE ROOTS ARE FOUND IN THE TOP
24" OF THE SOIL AND SUPPLY THE MAJORITY OF
NUTRIENTS AND WATER. GENERALLY, ROOTS
SPREAD OUT 2-3X THE HEIGHT OF THE TREE.
ORANGE SAFETY FENCE
OR ORANGE SILT FENCE
(TYPICAL)
CRZ
NOTES:
1. PROTECT CRITICAL ROOT ZONE (CRZ) OF TREES PRIOR TO CONSTRUCTION. CLEARLY
MARK THE TREES AND ERECT A PROTECTIVE BARRIER AT THE CRZ. BARRIER SHALL
MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
2.CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH).
3.IF CONSTRUCTION OCCURS WITHIN THE CRZ, AT LEAST 12" OF MULCH AND/OR LOGGING
MATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL COMPACTION IN
THIS ZONE.
4. WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ, EXTRA CARE SHALL BE TAKEN TO
AVOID DAMAGE TO THE ROOTS. ALTERNATE CONSTRUCTION METHODS, SUCH AS A
REINFORCED SIDEWALK, SHALL BE IMPLEMENTED AS NECESSARY.
5. FOR ALL TREES, CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK IS PROHIBITED. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE
ALLOWED TO PARK UNDER TREES. NO MATERIALS OR EQUIPMENT SHALL BE STORED
BENEATH TREES. DAMAGING THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR
ANYTHING ELSE IS PROHIBITED. CONTRACTOR SHALL REPAIR DAMAGE TO TREES.
6. FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A STOP
WORK ORDER AND FINE OF $500/DAY. DISTURBANCE OTHER THAN THAT ALLOWED ON THE
APPROVED PLAN WILL REQUIRE OWNER TO POST A LETTER OF CREDIT FOR 3 YRS FOR TREE
MITIGATION.
3' MIN
DBH
NOTE:
CROWN OF THE TREE IS NEEDED FOR LEAF
GROWTH TO PRODUCE OXYGEN, FILTER
THE AIR, REDUCE WIND AND SOFTEN NOISE.
DO NOT DISFIGURE CROWN WITH
INTENSIVE PRUNING.
8' MAX
STEEL POST
FRONT VIEW
SIDE VIEW
2'
-
0
"
3'
-
0
"
26
"
WARNING SIGN DETAIL
18"
VARIABLE AS DIRECTED BY THE ENGINEER
8' MAX.
GRADE
TREE PROTECTION AREA
DO NOT ENTER
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
WARNING SIGN
PLASTIC OR
WIRE TIES
NOTES:
1. THE TREE PROTECTION FENCING SHALL NOT BE VIOLATED FOR THE ENTIRE DURATION OF THE
PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY STAFF.
2. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. LETTERS TO BE 3"
HIGH, MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR
TREE PROTECTION AND 50' ON CENTER THEREAFTER. FOR TREE PROTECTION AREAS LESS
THAN 100' IN PERIMETER, PROVIDE NO LESS THAN TWO SIGNS PER PROTECTION AREA.
4. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE PROTECTION FENCE
AND SIGNS THROUGHOUT DURATION OF PROJECT.
5. TREE PROTECTION FENCING AND SIGNAGE SHALL BE REMOVED AFTER CONSTRUCTION.
6. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF WILMINGTON, BASED ON ACTUAL FIELD
CONDITIONS.
WARNING SIGN
ZONA PROTECTORA PARA
LOS ARBOLES
PROHIBIDO ENTRAR
TREE PROTECTION AREA
DO NOT ENTER
ZONA PROTECTORA PARA
LOS ARBOLES
PROHIBIDO ENTRAR
GROUND STABILIZATION CRITERIA
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME STABILIZATION TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES
AND SLOPES 7 DAYS NONE
HIGH QUALITY WATER ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10 FT OR LESS IN IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 TO 4:1 14 DAYS
- 7 DAYS FOR SLOPES GREATER THAN 50 FT IN LENGTH
AND WITH SLOPES STEEPER THAN 4:1 - 7 DAYS FOR
PERIMETER DIKES, SWALES, DITCHES, PERIMETER
SLOPES AND HQW ZONES - 10 DAYS FOR FALLS
LAKE WATERSHED
AREAS WITH SLOPES FLATTER THAN
4:1 14 DAYS
- 7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES,
PERIMETER SLOPES AND HQW ZONES - 10
DAYS FOR FALLS LAKE WATERSHED UNLESS THERE IS
ZERO SLOPE
NOTES:
1. DRIVE 5-FOOT STEEL POSTS (1.25 lb/lf steel) 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF
THE INLET, A MAXIMUM OF 4 FEET APART.
2. SURROUND THE POSTS WITH AT LEAST 19-GAUGE HARDWARE CLOTH WITH A
1/4-INCH MESH OPENING. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE
TOP, MIDDLE, AND BOTTOM FOR A MIN. 2 FEET ABOVE THE GROUND. PLACING A
2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING AND
REMOVAL IS RECOMMENDED.
3. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. THE TOP
ELEVATION OF THE STRUCTURE MUST BE AT LEAST 12-INCHES LOWER THAN THE
SURROUNDING GROUND ELEVATION DOWNSLOPE FROM THE INLET TO ENSURE
THAT STORM FLOWS GET INTO THE INTENDED INLET; UNLESS OTHER
SEDIMENT-CONTROL DEVICES ARE INSTALLED TO
PREVENT OFF-SITE SEDIMENT-RUNOFF.
ALTERNATE MEASURE:
THE USE OF A PYRAMID SHAPED STEEL STRUCTURE OR PID
CAN BE USED AS AN ALTERNATE MEASURE DEVICE. CONTACT
TRIANGLE STORMWATER SOLUTIONS OR OTHER MANUFACTURERS.
STEEL POSTS 2 FT IN
GROUND.
19-GAUGE & 0.25" MESH
OPENING HARDWARE CLOTH
EXTENDS MIN. 2 FT ABOVE
GROUND.
NCDOT #5 OR #57 WASHED STONE
PLACED TO A HEIGHT OF 16"
MINIMUM ABOVE TOP OF BOX
@ 2:1 SLOPE.
MAX. 4-FT
SCALE: NTSTEMPORARY TREE PROTECTION6
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
I:
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CE-502
60
N/A
N/A
EROSION CONTROL DETAILS
SCALE: NTSTEMPORARY DIVERSION DTICH1
SCALE: NTSCHECK DAM / WATTLES2
OUTLET BARREL
(SEE PLANS FOR
MATERIAL)
BAFFLES (3)
INLET ZONE:
25%
FIRST
CELL: 25%
SECOND
CELL: 25%
OUTLET
ZONE: 25%
6" MIN INVERT ELEVATION
SKIMMER
(SEE DETAIL)
3:1 SLOPES
CMP RISER
STAKE - WITH MARKER AT
SEDIMENT CLEAN OUT DEPTH
WATER LEVEL
DURING STORM
TOP OF DAM
(8' MIN WIDTH)
EMERGENCY
SPILLWAY
SEDIMENT
STORAGE
NOTES
1.BAFFLE MATERIAL SHALL BE MATERIALS SUCH AS 700 G/M COIR
EROSION BLANKET, COIR MESH, OR TREE PROTECTION FENCE FOLDED OVER
TO REDUCE PORE SIZE.
2.THE BAFFLE MATERIAL NEEDS TO BE SECURED AT THE BOTTOM AND
SIDES USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
NOTES (CONT'D)
3.LOCATE THE EMERGENCY SPILLWAY ON NATURAL SOILS. AVOID PLACING IT
THROUGH FILL MATERIAL WHEREVER POSSIBLE.
4.ALL RUNOFF MUST DISCHARGE TO THE INLET SIDE OF THE BASIN.
DISCHARGE RUNOFF INTO THE BASIN IN A MANNER THAT MINIMIZES EROSION.
3:1 SLOPES
CONCRETE BASE
EARTH DAM
SCALE: NTSSKIMMER SEDIMENT BASIN4
SCALE: NTSFAIRCLOTH SKIMMER5
A A
PLAN
PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
3d d
La
t
oo
NCDOT CLASS B (d50=8")
EROSION CONTROL STONE
ON A LAYER OF 4" NCDOT #5
OR #57 STONE
NON-WOVEN FILTER
FABRIC
NOTES:
1. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM
TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.
SIDE SLOPES
2:1 SLOPE (MAX)
POSITIVE GRADE 1.0% MAX.
FILL SLOPE
UPSLOPE TOE
PLAN VIEW
CROSS SECTION
18"GRADE
WIDTH
2' MIN2:1 MAX
#57 STONE CHECK DAM
6" TOP WIDTH, 12" TALL
SIDE SLOPES 2:1
- STABILIZE DIVERSION DITCH WITH
TEMPORARY SEEDING AND EROSION
CONTROL NETTING
2' MIN
COMPACTED
SEDIMENT LADEN
WATER FLOW
NOTES:
1. USE MINIMUM 18" DIA. EXCELSIOR WATTLE.
2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPE
AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE.
3. STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE
BOTTOM OF THE SWALE.
2' UPSLOPE &
DOWNSLOPE STAKES, TYP.
SECURE WATTLE
WITH UPSLOPE AND
DOWNSLOPE STAKES
AND STAPLES.
MIN. 10 LF EXCELSIOR MATTING
2' MIN. ON UPSLOPE
AND 8' MIN. ON DOWNSLOPE
#57 STONE CHECK DAM
6" TOP WIDTH, 12" TALL
SIDE SLOPES 2:1
SCALE: NTSRIPRAP OUTLET PROTECTION3
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
I:
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CE-503
61
N/A
N/A
EROSION CONTROL DETAILS
SCALE: NTSNCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING1
SCALE: NTSNCG01 GROUND STABLIZATION AND MATERIALS HANDLING2
SCALE: NTSDITCH PLUG4
NOTES:
1.BUILD RIDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELS
OF CONSTRUCTION EQUIPMENT. COMPACTED RIDGE MUST BE AT
OR ABOVE DESIGN GRADE AT ALL POINTS.
2.LEAVE SUFFICIENT AREA TO PERMIT CLEAN OUT AND REGRADING.
3.CONSTRUCT SILT FENCE ON DOWNSTREAM SIDE OF BERM.
TEMP.
EARTHEN
BERM
2' MIN. TOP AREA
10%
T.O.B.
EXISTING
DITCH
3:1
M
A
X
I
M
U
M
3
:
1
M
A
X
I
M
U
M
SETTLEMENT
2' ABOVE
SILT FENCE
SCALE: NTSPERMANENT DIVERSION DITCH3
SIDE SLOPES
3:1 SLOPES
POSITIVE GRADE 1.0% MAX.
FILL SLOPE
UPSLOPE TOE
PLAN VIEW
CROSS SECTION
18"GRADE
WIDTH
3'
3:1
#57 STONE CHECK DAM
6" TOP WIDTH, 12" TALL
SIDE SLOPES 2:1
- STABILIZE DIVERSION DITCH WITH
TEMPORARY SEEDING AND EROSION
CONTROL NETTING
2' MIN
COMPACTED
SEDIMENT LADEN
WATER FLOW
#57 STONE CHECK DAM
6" TOP WIDTH, 12" TALL
SIDE SLOPES 2:1
SILT FENCE
LOCATED ON LOT LINE
(SHOWN OFFSET FOR CLARITY)
ROADWAY
TEMP. LOT
CONSTRUCTION
ENTRANCE
PROPERTY LINE/
LIMITS OF DISTURBANCE
NEW HOME UNDER
CONSTRUCTION
SILT FENCE
ALONG BACK
OF CURB
NOTES:
1.SEE EROSION CONTROL DETAILS FOR
SPECIFIC INSTALLATION REQUIREMENTS.
2.INDIVIDUAL PROPERTY OWNERS SHALL
FOLLOW THESE PLAN DURING LOT
CONSTRUCTION OR PROVIDE AN
INDIVIDUAL PLAN TO NEW HANOVER
COUNTY ENGINEERING DEPARTMENT.
3.EROSION CONTROL SHALL BE INSTALLED
BY LOT OWNER PRIOR TO CONSTRUCTION
AND MAINTAINED UNTIL FINAL
STABILIZATION HAS OCCURRED.
4.IF MULTIPLE ADJACENT LOTS ARE BEING
CONSTRUCTED AT THE SAME TIME, THE
LOD AND SF CAN BE EXTENDED AROUND
THE BLOCK OF HOMES IN A CONTINUOUS
MANNER.
RIGHT-OF-WAY
INLET PROTECTION
(AS APPLICABLE)
SHEET FLOW
AWAY FROM HOME
CONSTRUCTION AREA
(TYPICAL)
PAINT WASHDOWN
AREA ON EACH LOT
SHEET FLOW
AWAY FROM HOME
CONSTRUCTION AREA
(TYPICAL)
SCALE: NTSTYPICAL SINGLE FAMILY LOT EROSION CONTROL5
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
I:
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SCALE: NTSCONCRETE CATCH BASIN 12" THRU 54" PIPE (SHEET 1 OF 2) 1
SCALE: NTSCONCRETE CATCH BASIN 12" THRU 54" PIPE ( SHEET 2 OF 2)2
CG-501
62
N/A
N/A
STORM DRAIN DETIALS
SCALE: NTSFRAME, GRATES, AND HOOD FOR USE ON STANDARD CATCH BASIN (SHEET 2 OF 2)4
SCALE: NTSCONCRETE DROP INLET 12" THRU 30" PIPE5SCALE: NTSANCHORAGE FOR FRAMES 8
SCALE: NTSTRAFFIC BEARING PRECAST DRAINAGE STRUCTURE9 SCALE: NTSDROP INLET FRAME AND GRATES6 SCALE: NTSFRAME, GRATES AND HOOD FOR USE ON STANDARD CATCH BASIN (SHEET 1 OF 2)3
SCALE: NTSFRAMES AND WIDE SLOT SAG GRATES7
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
I:
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SCALE: NTSPRECAST MANHOLE 4', 5', AND 6' DIAMETER1
SCALE: NTSMANHOLE FRAME AND COVER2
CG-502
63
N/A
N/A
STORM DRAIN DETAILS
SCALE: NTSPAVEMENT MARKINGS, LINE TYPES AND OFFSETS (SHEET 1 OF 2)4
SCALE: NTSCONCRETE MOUNTABLE MEDIAN 5SCALE: NTSSTANDARD PIPE TRENCH DETAIL8
SCALE: NTSGUIDELINES FOR BEDDING STORM SEWER CLASS C9 SCALE: NTSPAVEMENT MARKINGS, LINE TYPES AND OFFSETS (SHEET 2 OF 2)6 SCALE: NTSDRAINAGE STRUCTURE STEPS3
SCALE: NTSASPHALT TO COCNRETE TRANSITION7
ASPHALT TO CONCRETE TRANSITION
MIN.
6"6"
PAVEMENT DETAIL
COMPACTED SUBGRADE TO
95% STANDARD PROCTOR
AGGREGATE
COURSE BASE
CONCRETE
SEE ASPHALT
PAVEMENT DETAIL
SEE CONCRETE
12"
NOT TO SCALE
MESH-REINFORCED
PREPARED SUBGRADE
6" 4,000 PSI CONCRETE
6" COMPACTED ABC
PAVEMENT SHALL BE CONSTRUCTED OF 4,000 PSI
CONCRETE. REINFORCEMENT SHALL BE WELDED WIRE
FABRIC SPACED 6" O. C. BOTH DIRECTIONS, AS INDICATED
BELOW. SURFACE FINISHES AND JOINTS SHALL BE AS
INDICATED IN SPECIFICATIONS.
NOT TO SCALE
MESH-REINFORCED
2"
STORM DRAINAGE NOTES:
1.ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
2.ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS III UNLESS
OTHERWISE NOTED ON THE PLANS.
3.DO NOT PLANT TREES WITHIN UTILITY AND DRAINAGE EASEMENTS.
4.THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING
PIPES USED IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE
CONDITION OF THE PIPES PRIOR TO CONSTRUCTION. IF DAMAGE
OCCURS TO THESE PIPES DURING CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE
PIPE(S).
5.THE CONTRACTOR SHALL CONTACT ONECALL BEFORE COMMENCING
ANY WORK. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
UNDERGROUND UTILITIES WHETHER INDICATED ON THE DRAWINGS OR
NOT. THE CONTRACTOR WILL ASSURE THE PRESENCE ONSITE OF A
REPRESENTATIVE OF THE GAS COMPANY WHEN WORKING IN THE
VICINITY OF ANY GAS MAINS.
12
"
VA
R
I
A
B
L
E
6"
PI
P
E
W
I
D
T
H
PIPE WIDTH +24"
TRENCH BOTTOM
COMPACTED BACKFILL TO
90% MODIFIED PROCTOR
EXISTING GROUND COMPACTED BACKFILL TO
95% MODIFIED PROCTOR
IF UNDER PAVEMENT
SLOPE WALLS TO ANGLE OF
REPOSE OF SOIL
COMPACTED PIPE EMBEDMENT
TO 90% MODIFIED PROCTOR
COMPACTED GRANULAR MATERIAL
IF REQUIRED BY THE ENGINEER
STORMWATER PIPE BEDDING
PER STANDARD DETAIL SD 2-17
WATER & SEWER PIPE BEDDING
PER CFPUA DETAILS & SPECIFICATIONS
PIPE
·EXCAVATION FOR STORM DRAINAGE PIPE SHALL BE TO THE LINES AND GRADES AS SHOWN ON THE PLANS.
·THE BEDDING SHALL BE SHAPED IN ACCORDANCE WITH CLASS “C” BEDDING AS SHOWN ON CITY STANDARD DETAIL SD 2-17.
·THE BEDDING SHALL PROVIDE A FIRM FOUNDATION OF UNIFORM DENSITY ALONG THE ENTIRE LENGTH OF PIPE. RECESSES
SHALL BE MADE TO ACCOMMODATE BELLS AND JOINTS.
·WHERE UNSTABLE SOILS ARE ENCOUNTERED AS DETERMINED BY GEOTECHNICAL ENGINEER, A MINIMUM 4-INCH THICK BEDDING
OF STONE SHALL BE PLACED, SEE FIGURE 2, SD 2-17.
·THE STONE SHALL BE UNIFORMLY GRADED FROM 3/4 INCH TO NO. 4 IN ACCORDANCE WITH ASTM C-33. CARE SHALL BE TAKEN
TO PREVENT UNDERCUTTING IN SUITABLE SOIL.
·AREAS UNDERCUT SHALL BE FILLED WITH SUITABLE SOIL AND COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM
MOISTURE CONTENT AS DETERMINED BY ASTM D 1557 STANDARD TEST METHOD.
6"
M
I
N
.
W WBc W WBc
0.5Bc
MIN.
COMPACTED
BACKFILL
0.5Bc
MIN.
FIG. 1
CLASS - C
SHAPED BOTTOM
FIG. 2
CLASS - C SHAPED
BOTTOM
LOAD FACTOR
1.5
LOAD FACTOR
1.5
W=12"
Bc=PIPE I.D.BEDDING STONE
Bc/4 BUT NOT LESS
THAN 4"
LIGHTLY
COMPACTED
BACKFILL
HAND SHAPED FROM ANGULAR
BEDDING MATERIAL
HAND SHAPED FROM FIRM
UNDISTURBED SOIL
6"
M
I
N
.
CONCRETE PAVEMENT SECTION
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
I:
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STRUCTURE TABLE
STRUCTURE NAME
Structure - (71)
Structure - (72)
Structure - (74)
Structure - (78)
Structure - (79)
Structure - (81)
Structure - (82)
Structure - (83)
Structure - (84)
Structure - (86)
Structure - (87)
Structure - (88)
Structure - (89)
Structure - (90)
Structure - (91)
Structure - (92)
Structure - (93)
Structure - (94)
Structure - (95)
Structure - (96)
Structure - (183)
Structure - (191)
Structure - (192)
Structure - (193)
Structure - (194)
Structure - (197)
DETAILS
RIM = 38.97
INV OUT = 35.17
RIM = 39.15
INV IN = 35.05
INV IN = 35.05
RIM = 39.31
INV IN = 34.50
INV OUT = 34.50
RIM = 40.18
INV OUT = 36.05
RIM = 40.18
INV IN = 35.92
INV OUT = 35.92
RIM = 39.23
INV IN = 35.15
INV OUT = 35.15
RIM = 39.33
INV IN = 34.86
INV IN = 34.85
INV OUT = 34.85
RIM = 39.91
INV IN = 34.05
INV IN = 35.16
INV OUT = 34.05
RIM = 39.41
INV IN = 32.28
INV IN = 32.28
INV IN = 33.35
INV OUT = 32.28
RIM = 39.77
INV OUT = 33.91
INV OUT = 33.91
RIM = 38.95
INV OUT = 35.25
RIM = 38.95
INV IN = 34.99
INV IN = 30.34
INV IN = 30.34
INV OUT = 30.34
RIM = 40.00
INV IN = 33.15
INV OUT = 33.15
RIM = 38.97
INV OUT = 35.17
RIM = 38.97
INV IN = 35.04
INV OUT = 35.04
RIM = 39.39
INV IN = 33.55
INV IN = 35.55
INV OUT = 33.55
RIM = 39.30
INV IN = 32.69
INV IN = 32.69
RIM = 39.90
INV OUT = 35.99
RIM = 39.86
INV IN = 35.87
INV OUT = 35.87
RIM = 40.08
INV IN = 35.62
INV OUT = 35.62
RIM = 35.92
RIM = 39.72
INV IN = 34.51
INV OUT = 34.51
RIM = 39.18
INV IN = 33.69
INV IN = 35.31
INV OUT = 33.69
RIM = 38.74
INV IN = 32.86
INV IN = 34.77
INV OUT = 32.86
RIM = 39.82
INV IN = 31.33
INV OUT = 31.33
RIM = 39.33
INV OUT = 35.18
INV OUT = 35.18
STRUCTURE TABLE
STRUCTURE NAME
Structure - (198)
Structure - (199)
Structure - (228)
Structure - (229)
Structure - (230)
Structure - (231)
Structure - (232)
Structure - (233)
Structure - (237)
Structure - (242)
Structure - (243)
Structure - (256)
Structure - (257)
Structure - (258)
Structure - (275)
Structure - (276)
Structure - (278)
Structure - (279)
Structure - (289)
Structure - (290)
Structure - (291)
Structure - (292)
Structure - (293)
DETAILS
RIM = 39.17
INV OUT = 35.57
RIM = 38.73
INV OUT = 35.03
RIM = 39.25
INV IN = 35.27
INV OUT = 35.27
RIM = 39.87
INV OUT = 35.87
RIM = 39.31
INV OUT = 32.56
INV OUT = 32.56
RIM = 39.38
INV OUT = 35.81
RIM = 38.73
INV IN = 34.42
INV IN = 34.42
INV OUT = 34.42
RIM = 38.74
INV OUT = 35.04
RIM = 39.05
INV IN = 32.18
INV OUT = 32.18
RIM = 39.31
INV IN = 35.31
RIM = 39.53
INV IN = 35.52
INV OUT = 35.52
RIM = 0.00
RIM = 40.50
INV IN = 31.56
INV OUT = 31.56
RIM = 36.74
INV IN = 31.19
INV OUT = 31.19
RIM = 39.46
INV OUT = 35.46
RIM = 39.73
INV IN = 35.27
INV IN = 35.27
INV OUT = 35.27
RIM = 39.32
INV OUT = 33.55
RIM = 39.37
INV IN = 31.75
INV IN = 31.20
INV OUT = 31.75
RIM = 38.84
INV IN = 33.13
INV OUT = 33.13
RIM = 39.84
INV OUT = 34.11
RIM = 39.84
INV IN = 33.98
INV OUT = 33.98
RIM = 38.85
INV OUT = 34.85
RIM = 38.90
INV IN = 34.13
INV IN = 34.60
INV OUT = 34.13
STRUCTURE TABLE
STRUCTURE NAME
Structure - (51)
Structure - (53)
Structure - (54)
Structure - (55)
Structure - (56)
Structure - (57)
Structure - (58)
Structure - (60)
Structure - (62)
Structure - (63)
Structure - (69)
Structure - (70)
Structure - (134)
Structure - (136)
Structure - (138)
Structure - (139)
Structure - (141)
Structure - (142)
Structure - (144)
Structure - (145)
Structure - (146)
Structure - (147)
Structure - (148)
Structure - (167)
Structure - (181)
Structure - (202)
DETAILS
RIM = 39.87
INV IN = 31.82
INV OUT = 31.82
INV OUT = 31.82
RIM = 37.95
INV IN = 28.26
INV IN = 28.26
INV IN = 33.66
INV OUT = 28.26
RIM = 38.46
INV IN = 27.53
INV IN = 27.84
INV IN = 33.88
INV OUT = 27.53
RIM = 42.32
INV IN = 26.83
INV OUT = 26.83
RIM = 32.14
INV IN = 26.56
RIM = 37.77
INV IN = 33.64
INV IN = 33.33
INV OUT = 33.33
RIM = 37.77
INV OUT = 33.88
RIM = 37.94
INV IN = 30.17
INV OUT = 30.17
INV OUT = 32.69
RIM = 37.71
INV OUT = 33.91
RIM = 38.12
INV IN = 33.67
INV IN = 33.12
INV OUT = 33.12
RIM = 38.72
INV IN = 34.01
INV IN = 34.47
INV OUT = 34.47
RIM = 38.72
INV OUT = 34.50
RIM = 37.84
INV OUT = 33.80
RIM = 37.84
INV IN = 33.56
INV OUT = 28.41
RIM = 38.30
INV IN = 32.62
INV IN = 34.18
INV OUT = 32.62
RIM = 38.18
INV OUT = 34.50
RIM = 38.05
INV IN = 33.11
RIM = 37.93
INV IN = 32.93
RIM = 37.81
INV IN = 30.11
INV OUT = 34.01
INV OUT = 30.11
RIM = 37.81
INV IN = 33.77
RIM = 38.46
INV OUT = 34.85
RIM = 38.07
INV IN = 28.60
INV IN = 33.85
INV OUT = 28.60
RIM = 37.90
INV OUT = 33.93
RIM = 37.70
INV IN = 30.70
INV IN = 33.76
INV OUT = 30.70
RIM = 38.89
INV IN = 29.28
INV IN = 29.28
INV OUT = 29.28
RIM = 38.74
INV IN = 33.20
INV IN = 33.52
INV OUT = 33.20
STRUCTURE TABLE
STRUCTURE NAME
Structure - (203)
Structure - (204)
Structure - (205)
Structure - (206)
Structure - (208)
Structure - (209)
Structure - (210)
Structure - (212)
Structure - (213)
Structure - (215)
Structure - (218)
Structure - (219)
Structure - (220)
Structure - (221)
Structure - (222)
Structure - (223)
Structure - (224)
Structure - (225)
Structure - (226)
Structure - (227)
Structure - (239)
Structure - (240)
Structure - (241)
Structure - (261)
Structure - (262)
Structure - (263)
DETAILS
RIM = 38.24
INV IN = 32.73
INV OUT = 32.73
INV OUT = 33.96
RIM = 38.65
INV IN = 32.00
INV IN = 34.31
INV OUT = 31.29
INV OUT = 31.29
RIM = 38.76
INV IN = 33.05
INV OUT = 33.05
INV OUT = 34.51
RIM = 38.04
INV IN = 33.98
INV IN = 33.98
INV OUT = 33.98
RIM = 38.33
INV IN = 34.63
RIM = 38.75
INV IN = 34.75
RIM = 38.36
INV IN = 34.51
INV OUT = 34.51
RIM = 38.03
INV OUT = 34.33
RIM = 38.62
INV OUT = 34.55
RIM = 38.75
INV IN = 34.50
INV OUT = 34.50
RIM = 38.74
INV IN = 34.74
RIM = 37.76
INV OUT = 33.76
RIM = 38.06
INV IN = 31.36
INV OUT = 31.36
INV OUT = 32.87
RIM = 38.42
INV IN = 29.52
INV OUT = 29.52
RIM = 32.23
RIM = 37.75
INV OUT = 33.95
RIM = 37.75
INV IN = 33.83
INV OUT = 33.83
RIM = 37.87
INV OUT = 34.05
INV OUT = 34.05
RIM = 37.87
INV IN = 34.17
RIM = 37.88
INV OUT = 34.08
RIM = 38.16
INV OUT = 34.00
RIM = 39.30
INV IN = 33.76
INV OUT = 33.76
RIM = 38.87
INV IN = 34.03
RIM = 38.11
INV OUT = 34.11
RIM = 38.09
INV IN = 32.59
INV IN = 33.99
INV OUT = 32.59
RIM = 37.84
INV OUT = 34.04
STRUCTURE TABLE
STRUCTURE NAME
Structure - (264)
Structure - (265)
Structure - (266)
Structure - (268)
Structure - (271)
Structure - (283)
Structure - (284)
Structure - (285)
Structure - (286)
Structure - (287)
Structure - (308)
Structure - (309)
DETAILS
RIM = 37.85
INV IN = 33.80
INV IN = 30.23
INV OUT = 30.23
RIM = 37.74
INV OUT = 33.94
RIM = 37.74
INV IN = 33.26
INV IN = 33.70
INV OUT = 33.26
RIM = 37.88
INV IN = 31.00
INV OUT = 31.00
RIM = 37.85
INV IN = 30.43
INV OUT = 30.43
RIM = 38.03
INV OUT = 34.08
RIM = 39.10
INV OUT = 33.39
RIM = 39.07
INV IN = 33.26
INV IN = 31.29
INV OUT = 33.26
RIM = 38.82
INV OUT = 35.02
RIM = 38.83
INV IN = 34.77
INV OUT = 34.77
RIM = 35.59
INV IN = 30.59
INV OUT = 30.59
RIM = 33.71
INV IN = 30.29
STRUCTURE TABLE
STRUCTURE NAME
Structure - (98)
Structure - (101)
Structure - (102)
Structure - (103)
Structure - (104)
Structure - (105)
Structure - (106)
Structure - (107)
Structure - (110)
Structure - (111)
Structure - (124)
Structure - (125)
Structure - (127)
Structure - (128)
Structure - (129)
Structure - (130)
Structure - (131)
Structure - (132)
Structure - (133)
Structure - (169)
Structure - (170)
Structure - (171)
Structure - (172)
Structure - (173)
Structure - (176)
Structure - (179)
Structure - (180)
Structure - (234)
DETAILS
RIM = 40.08
INV OUT = 36.08
RIM = 39.69
INV IN = 32.70
INV IN = 35.43
INV OUT = 32.70
RIM = 38.67
INV IN = 31.63
INV IN = 34.36
INV OUT = 31.63
RIM = 38.82
INV IN = 31.40
INV IN = 31.40
INV OUT = 31.40
RIM = 38.78
INV IN = 31.24
INV IN = 34.48
INV OUT = 31.24
RIM = 39.18
INV IN = 29.67
INV IN = 29.67
INV IN = 34.93
INV OUT = 29.67
RIM = 36.13
INV IN = 28.88
INV OUT = 28.88
RIM = 33.02
INV IN = 28.52
RIM = 38.21
INV OUT = 34.20
RIM = 38.21
INV IN = 33.96
INV IN = 32.91
INV OUT = 32.91
RIM = 38.84
INV OUT = 34.71
RIM = 38.83
INV IN = 34.58
INV OUT = 34.58
RIM = 39.27
INV IN = 32.67
INV OUT = 32.67
RIM = 38.85
INV IN = 32.07
INV IN = 34.89
INV OUT = 32.07
RIM = 39.54
INV IN = 31.14
INV IN = 35.24
INV OUT = 31.14
RIM = 38.90
INV IN = 34.66
INV OUT = 34.66
RIM = 39.53
INV OUT = 35.50
RIM = 38.03
INV OUT = 34.82
RIM = 38.62
INV IN = 34.70
INV IN = 33.77
INV OUT = 33.77
RIM = 38.73
INV OUT = 34.73
RIM = 38.65
INV OUT = 34.65
RIM = 39.69
INV OUT = 35.69
RIM = 38.85
INV OUT = 35.15
RIM = 39.37
INV IN = 33.97
INV IN = 32.80
INV OUT = 32.80
RIM = 39.97
INV IN = 35.85
INV IN = 32.86
INV OUT = 32.86
RIM = 38.40
INV OUT = 34.40
RIM = 38.81
INV IN = 34.16
INV IN = 34.16
INV OUT = 34.16
RIM = 38.90
INV OUT = 34.90
STRUCTURE TABLE
STRUCTURE NAME
Structure - (235)
Structure - (236)
Structure - (259)
Structure - (260)
Structure - (267)
Structure - (298)
Structure - (299)
Structure - (300)
Structure - (301)
Structure - (302)
Structure - (303)
DETAILS
RIM = 38.78
INV OUT = 34.98
RIM = 38.78
INV IN = 34.86
INV OUT = 34.78
RIM = 37.92
INV OUT = 34.12
RIM = 37.92
INV IN = 34.00
INV OUT = 34.00
RIM = 39.19
INV OUT = 35.19
RIM = 38.83
INV OUT = 34.43
RIM = 38.78
INV IN = 33.57
INV IN = 34.31
INV OUT = 33.57
RIM = 38.41
INV OUT = 34.42
RIM = 38.40
INV IN = 34.18
INV IN = 34.18
INV OUT = 34.18
RIM = 38.34
INV OUT = 34.34
RIM = 38.34
INV IN = 33.51
INV IN = 34.10
INV OUT = 33.51
SCALE: NTSSTORM PIPE STRUCTURE AND PIPE TABLES1
CG-503
64
N/A
N/A
STORM DRAIN DETAILS
ABBREVIATION KEY:
CB - CATCH BASIN
FES - FLARED END SECTION
O - OUTLET
OS - OUTLET STRUCTURE
SDMH - STORM DRAIN MANHOLE
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
I:
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3
STORM DRAINAGE PIPE DATA TABLE
FROM
Structure - (293)
Structure - (292)
Structure - (291)
Structure - (290)
Structure - (289)
Structure - (279)
Structure - (278)
Structure - (276)
Structure - (275)
Structure - (258)
Structure - (257)
Structure - (243)
Structure - (237)
Structure - (233)
Structure - (232)
Structure - (231)
Structure - (230)
Structure - (230)
Structure - (229)
Structure - (228)
Structure - (199)
Structure - (198)
Structure - (197)
Structure - (197)
Structure - (194)
Structure - (193)
Structure - (192)
Structure - (191)
Structure - (96)
Structure - (95)
Structure - (94)
Structure - (92)
Structure - (91)
Structure - (90)
Structure - (89)
Structure - (88)
Structure - (87)
Structure - (86)
Structure - (86)
Structure - (84)
Structure - (83)
Structure - (82)
Structure - (81)
Structure - (79)
Structure - (78)
Structure - (74)
Structure - (71)
TO
Structure - (92)
Structure - (293)
Structure - (84)
Structure - (291)
Structure - (193)
Structure - (88)
Structure - (279)
Structure - (82)
Structure - (276)
Structure - (258)
Structure - (228)
Structure - (194)
Structure - (232)
Structure - (293)
Structure - (92)
Structure - (93)
Structure - (84)
Structure - (96)
Structure - (81)
Structure - (193)
Structure - (192)
Structure - (242)
Structure - (191)
Structure - (88)
Structure - (237)
Structure - (289)
Structure - (192)
Structure - (83)
Structure - (243)
Structure - (95)
Structure - (93)
Structure - (232)
Structure - (91)
Structure - (279)
Structure - (88)
Structure - (89)
Structure - (74)
Structure - (257)
Structure - (84)
Structure - (83)
Structure - (82)
Structure - (276)
Structure - (79)
Structure - (72)
Structure - (72)
LENGTH
116.71'
25.06'
126.60'
26.47'
54.91'
122.95'
27.26'
84.74'
25.98'
42.70'
73.31'
49.30'
169.61'
26.39'
58.02'
26.36'
26.33'
55.78'
24.71'
24.53'
26.24'
26.40'
26.22'
134.44'
197.27'
136.46'
111.44'
163.74'
46.30'
70.07'
24.47'
171.43'
123.03'
26.22'
95.62'
57.01'
26.29'
54.39'
117.33'
143.98'
333.98'
160.30'
48.59'
129.55'
26.88'
109.52'
24.28'
SIZE
30"
18"
18"
18"
24"
36"
18"
30"
18"
42"
42"
18"
36"
18"
24"
18"
42"
42"
18"
24"
18"
18"
18"
24"
36"
36"
24"
24"
24"
18"
18"
42"
24"
18"
36"
48"
18"
36"
24"
48"
36"
30"
24"
18"
18"
24"
18"
PIPE TYPE
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
SLOPE
0.50%
1.00%
0.50%
0.50%
0.50%
1.14%
8.62%
0.50%
0.73%
0.50%
0.50%
0.50%
0.50%
2.35%
0.50%
1.00%
-0.50%
0.50%
1.00%
0.50%
1.00%
1.00%
-0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
1.00%
0.50%
0.50%
0.50%
0.50%
0.50%
1.47%
0.50%
1.00%
1.40%
-0.50%
0.50%
0.53%
0.50%
0.60%
0.50%
0.50%
-0.50%
0.50%
UPSTREAM
INVERT
34.13
34.85
33.98
34.11
33.13
31.75
33.55
35.27
35.46
31.19
31.56
35.52
32.18
35.04
34.42
35.81
32.56
32.56
35.87
35.27
35.03
35.57
35.18
35.18
31.33
32.86
33.69
34.51
35.62
35.87
35.99
33.55
35.04
35.17
33.15
30.34
35.25
33.91
33.91
32.28
34.05
34.85
35.15
35.92
36.05
34.50
35.17
DOWNSTREAM
INVERT
33.55
34.60
33.35
33.98
32.86
30.34
31.20
34.85
35.27
30.98
31.19
35.27
31.33
34.42
34.13
35.55
32.69
32.28
35.62
35.15
34.77
35.31
35.31
34.51
30.34
32.18
33.13
33.69
35.16
35.52
35.87
32.69
34.42
35.04
31.75
30.05
34.99
33.15
34.50
31.56
32.28
34.05
34.86
35.27
35.92
35.05
35.05
STORM DRAINAGE PIPE DATA TABLE
FROM
Structure - (308)
Structure - (287)
Structure - (286)
Structure - (285)
Structure - (284)
Structure - (283)
Structure - (271)
Structure - (268)
Structure - (266)
Structure - (265)
Structure - (264)
Structure - (263)
Structure - (262)
Structure - (261)
Structure - (240)
Structure - (239)
Structure - (227)
Structure - (225)
Structure - (225)
Structure - (224)
Structure - (223)
Structure - (221)
Structure - (220)
Structure - (220)
Structure - (219)
Structure - (215)
Structure - (213)
Structure - (212)
Structure - (210)
Structure - (206)
Structure - (205)
Structure - (205)
Structure - (204)
Structure - (204)
Structure - (203)
Structure - (203)
Structure - (202)
Structure - (181)
Structure - (167)
Structure - (148)
Structure - (147)
Structure - (146)
Structure - (144)
Structure - (144)
Structure - (139)
Structure - (138)
Structure - (136)
Structure - (134)
Structure - (70)
Structure - (69)
Structure - (63)
Structure - (62)
Structure - (60)
Structure - (60)
Structure - (58)
TO
Structure - (309)
Structure - (69)
Structure - (287)
Structure - (51)
Structure - (285)
Structure - (147)
Structure - (60)
Structure - (167)
Structure - (63)
Structure - (266)
Structure - (144)
Structure - (264)
Structure - (204)
Structure - (262)
Structure - (202)
Structure - (240)
Structure - (167)
Structure - (57)
Structure - (226)
Structure - (266)
Structure - (224)
Structure - (181)
Structure - (141)
Structure - (268)
Structure - (202)
Structure - (218)
Structure - (204)
Structure - (206)
Structure - (208)
Structure - (210)
Structure - (209)
Structure - (206)
Structure - (308)
Structure - (205)
Structure - (215)
Structure - (262)
Structure - (203)
Structure - (54)
Structure - (271)
Structure - (53)
Structure - (53)
Structure - (54)
Structure - (221)
Structure - (145)
Structure - (138)
Structure - (220)
Structure - (53)
Structure - (136)
Structure - (69)
Structure - (285)
Structure - (264)
Structure - (63)
Structure - (142)
Structure - (181)
Structure - (57)
LENGTH
60.22'
59.41'
24.61'
143.90'
24.21'
23.34'
52.71'
60.09'
28.14'
24.26'
24.71'
24.38'
118.85'
23.93'
112.18'
24.32'
31.81'
143.98'
24.28'
113.05'
24.34'
47.80'
24.26'
72.15'
24.31'
24.26'
24.46'
24.26'
24.23'
105.16'
24.24'
186.19'
140.08'
336.95'
54.22'
28.90'
94.77'
287.90'
54.33'
27.44'
68.30'
24.30'
118.47'
24.30'
32.47'
252.01'
29.89'
24.33'
24.34'
121.18'
368.71'
24.28'
24.24'
178.22'
24.36'
SIZE
36"
18"
18"
24"
18"
18"
48"
48"
24"
18"
36"
18"
36"
18"
18"
18"
18"
18"
18"
24"
18"
42"
18"
42"
18"
18"
18"
18"
18"
18"
18"
30"
36"
36"
18"
36"
24"
48"
48"
18"
30"
18"
42"
18"
18"
36"
48"
18"
18"
24"
36"
18"
18"
48"
18"
PIPE TYPE
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
SLOPE
0.50%
0.50%
1.00%
1.00%
8.68%
1.00%
0.50%
0.50%
0.50%
1.00%
0.50%
1.00%
0.50%
0.50%
0.50%
1.00%
1.00%
0.50%
-0.50%
0.50%
0.50%
0.50%
-1.00%
0.50%
1.00%
-1.00%
0.99%
1.44%
-0.50%
-0.50%
-1.00%
-0.50%
0.50%
-0.52%
-1.00%
0.50%
0.50%
0.50%
0.50%
1.00%
0.50%
4.01%
0.50%
1.00%
1.00%
0.50%
0.50%
1.00%
2.00%
1.00%
0.78%
1.00%
-1.00%
0.50%
1.00%
UPSTREAM
INVERT
30.59
34.77
35.02
33.26
33.39
34.08
30.43
31.00
33.26
33.94
30.23
34.04
32.59
34.11
33.76
34.00
34.08
34.05
34.05
33.83
33.95
29.52
32.87
31.36
33.76
34.50
34.55
34.33
34.51
33.98
34.51
33.05
31.29
31.29
33.96
32.73
33.20
29.28
30.70
33.93
28.60
34.85
30.11
34.01
34.50
32.62
28.41
33.80
34.50
34.47
33.12
33.91
32.69
30.17
33.88
DOWNSTREAM
INVERT
30.29
34.47
34.77
31.82
31.29
33.85
30.17
30.70
33.12
33.70
30.11
33.80
32.00
33.99
33.20
33.76
33.76
33.33
34.17
33.26
33.83
29.28
33.11
31.00
33.52
34.74
34.31
33.98
34.63
34.51
34.75
33.98
30.59
33.05
34.50
32.59
32.73
27.84
30.43
33.66
28.26
33.88
29.52
33.77
34.18
31.36
28.26
33.56
34.01
33.26
30.23
33.67
32.93
29.28
33.64
STORM DRAINAGE PIPE DATA TABLE
FROM
Structure - (57)
Structure - (55)
Structure - (54)
Structure - (53)
Structure - (51)
Structure - (51)
TO
Structure - (138)
Structure - (56)
Structure - (55)
Structure - (54)
Structure - (241)
Structure - (147)
LENGTH
141.86'
54.43'
140.07'
145.31'
220.71'
241.54'
SIZE
30"
60"
60"
48"
18"
30"
PIPE TYPE
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
SLOPE
0.50%
0.50%
0.50%
0.50%
-1.00%
1.33%
UPSTREAM
INVERT
33.33
26.83
27.53
28.26
31.82
31.82
DOWNSTREAM
INVERT
32.62
26.56
26.83
27.53
34.03
28.60
STORM DRAINAGE PIPE DATA TABLE
FROM
Structure - (303)
Structure - (302)
Structure - (301)
Structure - (300)
Structure - (299)
Structure - (298)
Structure - (267)
Structure - (260)
Structure - (259)
Structure - (236)
Structure - (235)
Structure - (234)
Structure - (180)
Structure - (179)
Structure - (176)
Structure - (173)
Structure - (172)
Structure - (171)
Structure - (170)
Structure - (169)
Structure - (133)
Structure - (132)
Structure - (131)
Structure - (130)
Structure - (129)
Structure - (128)
Structure - (127)
Structure - (125)
Structure - (124)
Structure - (111)
Structure - (110)
Structure - (106)
Structure - (105)
Structure - (104)
Structure - (103)
Structure - (102)
Structure - (101)
Structure - (98)
TO
Structure - (111)
Structure - (303)
Structure - (180)
Structure - (301)
Structure - (176)
Structure - (299)
Structure - (105)
Structure - (133)
Structure - (260)
Structure - (301)
Structure - (236)
Structure - (130)
Structure - (299)
Structure - (180)
Structure - (101)
Structure - (127)
Structure - (128)
Structure - (101)
Structure - (102)
Structure - (104)
Structure - (173)
Structure - (133)
Structure - (129)
Structure - (303)
Structure - (105)
Structure - (129)
Structure - (128)
Structure - (173)
Structure - (125)
Structure - (103)
Structure - (111)
Structure - (107)
Structure - (106)
Structure - (105)
Structure - (104)
Structure - (103)
Structure - (102)
Structure - (176)
LENGTH
60.91'
24.27'
3.60'
24.47'
141.87'
24.43'
26.19'
46.73'
24.25'
119.32'
24.06'
24.32'
117.30'
24.36'
31.89'
25.93'
26.27'
26.31'
28.71'
25.27'
193.80'
24.36'
26.34'
114.50'
294.18'
186.13'
121.00'
121.74'
26.47'
79.02'
24.30'
71.36'
158.73'
116.64'
31.09'
45.62'
213.08'
45.28'
SIZE
24"
18"
18"
18"
30"
18"
18"
18"
18"
18"
18"
18"
30"
18"
42"
24"
18"
18"
15"
18"
24"
18"
18"
24"
36"
36"
36"
24"
18"
30"
18"
54"
54"
48"
48"
48"
42"
24"
PIPE TYPE
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
SLOPE
1.00%
1.00%
0.50%
1.00%
0.50%
0.50%
1.00%
0.50%
0.50%
0.50%
0.50%
1.00%
0.50%
1.00%
0.50%
0.50%
1.00%
1.00%
1.00%
1.00%
0.50%
0.50%
1.00%
1.00%
0.50%
0.50%
0.50%
0.50%
0.50%
1.91%
1.00%
0.50%
0.50%
1.35%
0.50%
0.50%
0.50%
0.50%
UPSTREAM
INVERT
33.51
34.34
34.18
34.42
33.57
34.43
35.19
34.00
34.12
34.78
34.98
34.90
34.16
34.40
32.86
32.80
35.15
35.69
34.65
34.73
33.77
34.82
35.50
34.66
31.14
32.07
32.67
34.58
34.71
32.91
34.20
28.88
29.67
31.24
31.40
31.63
32.70
36.08
DOWNSTREAM
INVERT
32.91
34.10
34.16
34.18
32.86
34.31
34.93
33.77
34.00
34.18
34.86
34.66
33.57
34.16
32.70
32.67
34.89
35.43
34.36
34.48
32.80
34.70
35.24
33.51
29.67
31.14
32.07
33.97
34.58
31.40
33.96
28.52
28.88
29.67
31.24
31.40
31.63
35.85
SCALE: NTSSTORM PIPE STRUCTURE AND PIPE TABLES1
CG-504
65
1"=50'
1"=5'
STORM DRAIN DETAILS
ABBREVIATION KEY:
CB - CATCH BASIN
FES - FLARED END SECTION
O - OUTLET
OS - OUTLET STRUCTURE
SDMH - STORM DRAIN MANHOLE
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
I:
\
0
4
2
4
5
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2
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SCALE: NTSPIPE CASING SUPPORT DETAIL1
SCALE: NTSPIPE EMBEDMENT TYPES2
SCALE: NTSTYPICAL BORING & JACK DETAIL3
SCALE: NTSC.O.W. TYPICAL ROAD REBUILD6
SCALE: NTSTRACER WIRE DETAIL5
SCALE: NTSC.O.W. PAVEMENT REPAIRS - UTILITY CUTS8 SCALE: NTSNCDOT-PAVEMENT REPAIR4
SCALE: NTSVALVE DETAIL7
CU-501
66
N/A
N/A
UTILITY DETAILS
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
I:
\
0
4
2
4
5
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2
3
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CU-502
67
N/A
N/A
UTILITY DETAILS
SCALE: NTSTAPPING SLEEVE AND VALVE ASSEMBLY (4"-24")1
SCALE: NTSPRESSURE MAIN DITCH AND STORM DRAIN DITCH CROSSING - DIP2
SCALE: NTSPRESSURE MAIN AND STORM DRAIN CROSSING - HDPE3
SCALE: NTSSTANDARD NOTES6
SCALE: NTSTHRUST BLOCK5
SCALE: NTSSTRUCTURAL BRIDGING OVER WATER & SEWER PIPELINES4
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
I:
\
0
4
2
4
5
\
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2
3
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3
SCALE: NTSPRECAST CONCRETE MANHOLE SECTION - ECCENTRIC CONE1
SCALE: NTSPRECAST CONCRETE MANHOLE SECTION-FLAT TOP (DEPTH 4" OR LESS)2
SCALE: NTSDROP MANHOLE SECTION3
SCALE: NTSDROP MANHOLE FLOOR PLAN AND STRAP DETAIL6
SCALE: NTSMANHOLE FLOOR PLAN5
SCALE: NTSAIR/VACUUM AND AIR RELEASE COMBINATION VALVE PLAN8 SCALE: NTSSTANDARD VENT MANHOLE SECTION4
SCALE: NTSAIR/VACUUM AIR RELEASE COMBINATION VALVE SECTION7
CU-503
68
N/A
N/A
UTILITY DETAILS
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
I:
\
0
4
2
4
5
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2
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.
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3
SCALE: NTSSEWER SERVICE CONNECTION - SHORT-SIDE1
SCALE: NTSSEWER SERVICE CONNECTION - LONG-SIDE2
SCALE: NTSSEWER SERVICE CONNECTION- MAIN TO LATERAL (< 8' DEEP)3
SCALE: NTSFORCE MAIN CONNECTION - PRIVATE TO PUBLIC6
SCALE: NTSSEWER SERVICE CONNECTION - TYPICAL CLEAN-OUT5
SCALE: NTSSEWER SERVICE CONNECTION - MAIN TO LATERAL (> 8' DEEP)4
SCALE: NTSMANHOLE RIM ADJUSTMENTS7
CU-504
69
N/A
N/A
UTILITY DETAILS
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
I:
\
0
4
2
4
5
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3
SCALE: NTSSINGLE WATER SERVICE CONNECTION - TYPICAL SHORT-SIDE1
SCALE: NTSSINGLE WATER SERVICE CONNECTION - LONG-SIDE2
SCALE: NTSCOMMERCIAL WATER SERVICE - 1 1/2 OR 2-INCH METERS3
SCALE: NTS2-INCH BLOW-OFF6
SCALE: NTSDOUBLE WATER SERVICE - DOMESTIC AND IRRIGATION SPLIT5
SCALE: NTSFIRE HYDRANT ASSEMBLY8 SCALE: NTSCOMMERCAIL WATER SERVICE - 3-INCH AND LARGER METERS4
SCALE: NTSSAMPLING STATION7
CU-505
70
N/A
N/A
UTILITY DETAILS
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
I:
\
0
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SCALE: NTSREDUCED PRESSIRE PRINCIPLE ASSEMBLY1
SCALE: NTSDOUBLE CHECK VALVE ASSEMBLY2
SCALE: NTSFIBREGLASS GREASE INTERCEPTOR3
SCALE: NTSFIRE SERVICE REDUCED PRESSURE DETECTOR ASSEMBLY6
SCALE: NTSFIRE SERVICE DOUBLE CHECK DETECTOR ASSEMBLY5
SCALE: NTSCONCRETE GREASE INTERCEPTOR4
CU-506
71
N/A
N/A
UTILITY DETAILS
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
I:
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A.ALL EXISTING VEGETATION THAT IS USED TO MEET
LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED
LIVING MATERIAL, AND ALL REQUIRED BERMS SHALL BE
MAINTAINED BY THE OWNER OF THE PROPERTY ON A
CONTINUING BASIS. ANY PLANTED MATERIAL WHICH BECOMES
DAMAGED OR DISEASED OR DIES SHALL BE REPLACED BY THE
OWNER WITHIN 60 DAYS OF THE OCCURRENCE OF SUCH
CONDITION. IF, IN THE OPINION OF THE ZONING
ADMINISTRATOR THERE ARE SEASONAL CONDITIONS WHICH
WILL NOT PERMIT THE TIMELY REPLACEMENT OF THE
VEGETATION (E.G. TOO HOT OR TOO COOL FOR SUCCESSFUL
REPLANTING) THIS REQUIREMENT MAY BE ADMINISTRATIVELY
WAIVED UNTIL A TIME CERTAIN WHEN THE REPLANTING
WOULD BE SUCCESSFUL.
B.VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES
AS SHOWN ON THE LANDSCAPE PLANS AND IN THE PLANT LIST
SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE
CONTRACTOR. THE LANDSCAPE ARCHITECT SHALL BE
NOTIFIED OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING
OR INSTALLATION.
C.ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING
CODES AND REGULATIONS, CONFORM TO REQUIREMENTS OF
PLANT LIST AND TO THE AMERICAN ASSOCIATION OF
NURSERYMEN "AMERICAN STANDARD OF NURSERY STOCK"
AND "HORTICULTURAL STANDARDS" AS TO SPECIES, AGE, SIZE,
AND PLANTING RECOMMENDATIONS.
D.LANDSCAPE MATERIAL PLACED IN PREPARED HOLES SHALL BE
PROPERLY BACKFILLED PRIOR TO THE END OF THE WORKING
DAY.
E.ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED
IMMEDIATELY FOLLOWING INSTALLATION.
F.ALL PREPARED GROUND COVER AND ANNUAL BED
INSTALLATIONS SHALL BE PROPERLY SOAKED AND MULCHED
PRIOR TO THE END OF THE DAY.
G.LANDSCAPE ARCHITECT SHALL APPROVE ANY ON-SITE PLANT
STORAGE AREA FOR ACCESSIBILITY, SHADE CONDITIONS,
HEALING-IN MULCH MATERIAL AND TEMPORARY WATERING
METHODS.
H.ALL ROPE AND WRAPPING TWINE SHALL BE CUT AND
REMOVED FROM AROUND THE UPPER PARTS OF THE ROOT
BALL. METAL BASKET WIRES AND BURLAP SHALL BE PULLED
BACK AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS
ON ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP
SHALL BE REMOVED FROM PLANT BALLS PRIOR TO BACK
FILLING.
I.ALL PLANT BEDS OR RAISED SAUCER RINGS SHALL BE EDGED
WITH SMOOTH, CONTINUOUS CURVES.
J.ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AND
WIDTHS AS ILLUSTRATED IN PLANTING DETAILS.
K.TREE GUYING SHALL BE PERFORMED WITHIN A WEEK OF
PLANTING. THE LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVING ALL TREE GUYING STRAPPING
AND STAKES AFTER THE FIRST FULL GROWING SEASON OR
ONE YEAR, WHICH EVER COMES FIRST.
L.CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND
UTILITIES PRIOR TO PLANTING.
M. ANY EXPOSED OR UNCOVERED LINES SHALL BE SHOWN TO
GENERAL CONTRACTOR PRIOR TO BACKFILLING.
N.ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE
GRADED TO PROVIDE ADEQUATE DRAINAGE AND SHALL BE
MULCHED AS SPECIFIED.
O.ALL MATERIALS, PLANTING AND LANDSCAPE WORK SHALL
CONFORM TO THE CURRENT MUNICIPAL AUTHORITIES
STANDARD SPECIFICATIONS AND DETAILS.
P.ALL LANDSCAPE AREAS THAT ARE NOT PLANTED AND
MULCHED OR PAVED SHALL BE SEEDED OR SODDED.
Q.FIRST YEAR PRUNING OF TREE CROWN SHALL BE LIMITED TO
REMOVAL OF DEAD & DAMAGED WOOD.
R.TREE PROTECTION FENCE SHALL BE INSTALLED, INSPECTED
AND APPROVED PRIOR TO CLEARING, GRADING AND
CONSTRUCTION ACTIVITY OR ISSUANCE OF ANY RELATED
PERMITS. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS
OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION
FENCING.
S.MULCH LINE TO BE CONSTRUCTED OF SMOOTH CONTINUOUS
CURVES. CLEAR OUT FIRST 5' FROM DEBRIS AND UNDERBRUSH
AT AREAS OF EXISTING VEGETATION TO REMAIN.
T.ALL TREES NOT WITHIN A PLANT BED TO BE TREATED WITH A 6'
DIAMETER MULCH RING TYPICAL, UNLESS OTHERWISE
INDICATED ON THE PLANTING PLANS.
U.ALL TREES TO HAVE A MINIMUM 2" CALIPER AT THE TIME OF
PLANTING, UNLESS OTHERWISE INDICATED IN THE PLANTING
SPECIFICATION. CALIPER TO BE MEASURED 48" ABOVE THE
ROOT BALL.
V.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM
SEWER/WATER CONNECTIONS OR AS OTHERWISE DICTATED
BY LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FOR
DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES.
W.SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY
OCCUR WITH PRIOR APPROVAL BY LANDSCAPE ARCHITECT.
X.AREAS DAMAGED BY ACTIVITIES OF CONTRACTOR SHALL BE
RE-ESTABLISHED TO PRE-DISTURBANCE CONDITION AT NO
ADDITIONAL COST TO THE OWNER.
Y.USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER
CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE,
AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL
RESTRICTIONS.
Z.CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS
FREE OF FIRE ANTS PRIOR TO INSTALLATION.
STAKING
PLAN
2 TO 3 TIMES THE
ROOT BALL DIAMETER
6"
GENERAL NOTES:
A.TREE TO BE STRAIGHTENED PRIOR TO BACKFILL AND GUYING
B.SCARIFY BOTTOM AND SIDES OF PLANT PIT.
C.STAKE AND GUY TREES 3" CALIPER OR GREATER, OR TREES IN WINDING
LOCATIONS AS DIRECTED BY LANDSCAPE ARCHITECT.
D.DO NOT WRAP TREE TRUNK.
E.MARK NORTH SIDE OF TREE AT NURSERY AND PLANT WITH MARKING FACING
NORTH.
F.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, PACK SOIL
AROUND BASE OF ROOTBALL TO STABILIZE, INSTALL REMAINDER IN 9" LAYERS,
HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER
2"4"
120°
NATIVE SUBGRADE
4" DEEP SHOVEL
DUG "V" TRENCH,
SEE LANDSCAPE
PLAN FOR
LOCATIONS
"ARBORTIE" HEAVY DUTY
TREE GUY STRAPPING,
COLOR TO BE GREEN, 900LB
BREAK STRENGTH, SLACK
STRAP LIGHTLY TO ALLOW
SLIGHT MOVEMENT IN TREE
TREE AS SPECIFIED PER
LANDSCAPE PLAN(S)
MULCH AS SPECIFIED,
KEEP 6" AWAY FROM
TREE TRUNK
LOOP STRAPPING JUST
ABOVE FIRST LIMB AND
AROUND CENTRAL
LEADER, REFER TO
MANUFACTURER'S
RECOMMENDATION FOR
TYING METHOD
PULL BACK TOP 14 OF
BURLAP, TWINE TIES AND
WIRE BASKET, LEAVE
REMAINDER AROUND
ROOT BALL
FINISH GRADE
2" X 2" X 30" UNTREATED
LUMBER STAKES (TYP.), (3)
TOTAL EQUALLY SPACED
AROUND TREE, INSTALL
OUTSIDE OF ROOTBALL
AND BACKFILLED SOIL
MIXTUREBALLED AND BURLAP
ROOT BALL TOPSOIL
ROOT FLARE TO BE SET
2" ABOVE EXISTING
GRADE
PREVAILING
WINDS
STAKE
TRUNK
COMPACTED NATIVE
SOIL PEDESTAL
SECTION
NATIVE SOIL, TILL SOIL
TO A 6" MIN. DEPTH
TREES BOTANICAL NAME COMMON NAME SIZE CALIPER HEIGHT QTY REMARKS
QUERCUS PHELLOS WILLOW OAK B & B 2" CAL.12`-14` HT.89 SINGLE DOMINANT LEADER,
UNIFORM CANOPY & MATCHED
QUERCUS VIRGINIANA SOUTHERN LIVE OAK B & B 2" CAL.12`-14` HT.132 SINGLE DOMINANT LEADER,
UNIFORM CANOPY & MATCHED
ULMUS PARVIFOLIA `ALLEE`ALLEE LACEBARK ELM B & B 2" CAL.12`-14` HT.66 SINGLE DOMINANT LEADER,
UNIFORM CANOPY & MATCHED
GROUND COVERS BOTANICAL NAME COMMON NAME SIZE SPACING QTY
VEGETATIVE SHELF PLANTING ---34,841 SF SEE VEGETATIVE SHELF PLANTING
DETAILS
PLANT SCHEDULE
2 - RHY WHI34 - LOB SIP11 - EUP FIS
12 - RHY WHI
4 - LOB SIP
480'-0"
3'
-
0
"
3'
-
0
"
6'
-
0
"
EUP FIS EUPATORIADELPHUS FISTULOSUS JOE PYE WEED 1 GAL. 18"-24" HT. 30" O.C. 8
LOB SIP LOBELIA SIPHILITICA GREAT LOBELIA 5" DEEP PLUG 12"-18" HT. 18" O.C. 38
RHY WHI RHYNCHOSPORA COLORATA STARRUSH WHITETOP 4" POT 12"-18" HT. 36" O.C. 14
TYPICAL PLANTING SCHEDULE PER 40' LF
GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY
CYN DAC CYNODON DACTYLON BERMUDA GRASS SEED 3 LBS / 1000 SF SEE PLAN
SUBMERSIBLE CODE BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING QTY
STORM WATER POND
POND UP SLOPE
VA
R
I
E
S
,
SE
E
PL
A
N
MAINTENANCE BENCH
TYPICAL
PLANTING PLAN
CYN-DAC
PERMANENT POOL ELEVATION
SCALE: NTSTYPICAL TREE PLANTING2
SCALE: NTSGENERAL LANDSCAPE NOTES3 SCALE: NTSPLANT SCHEDULE1
CL-501
72
LANDSCAPE DETAILS
--
--
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
SCALE: NTSVEGETATIVE SHELF PLANTING DETIAL4
I:
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)
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X
(
5
0
'
P
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R
/
W
)
CN-501
73
1"=30'
N/A
SCM 5 DETAILS
0
SCALE 1" = 30'
60'30'30'
FOREBAY AND STORAGE POND SECTION
FOREBAY MAIN BAY
STORM ELEVATIONS
WET POND
1.5" DEPTH = 27.60'
DESIGN STORM
1-YEAR = 28.76'
2-YEAR = 29.06'
10-YEAR = 29.67'
25-YEAR = 30.22'
50-YEAR = 30.75'
100-YEAR = 31.24'
NOTE
SEE PLAN/PROFILE SHEETS FOR
STORM DRAINAGE INFORMATION.
EMERGENCY SPILLWAY SECTION
3:1 SLOPE
OUTLET STRUCTURE
SEE DETAIL, THIS SHEET
EMERGENCY SPILLWAY
EL = 31.0'
3:1 SLOPE
RIPRAP OUTLET
PROTECTION
SEE DETAIL, THIS SHEET
TOP OF POND
PLAN VIEW
SECTION VIEW
DRAINAGE
EASEMENT
30' ACCESS
EASEMENT
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
I:
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5
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W
)
RO
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P
(5
0
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P
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V
A
T
E
R
/
W
)
CN-502
74
1"=30'
N/A
SCM 6 DETAILS
0
SCALE 1" = 30'
60'30'30'
FOREBAY AND STORAGE POND SECTION
FOREBAY MAIN BAY
STORM ELEVATIONS
WET POND
1.5" DEPTH = 27.60'
DESIGN STORM
1-YEAR = 28.76'
2-YEAR = 29.06'
10-YEAR = 29.67'
25-YEAR = 30.22'
50-YEAR = 30.75'
100-YEAR = 31.24'
NOTE
SEE PLAN/PROFILE SHEETS FOR
STORM DRAINAGE INFORMATION.
EMERGENCY SPILLWAY SECTION
3:1 SLOPE
OUTLET STRUCTURE
SEE DETAIL, THIS SHEET
EMERGENCY SPILLWAY
EL = 31.0'
3:1 SLOPE
RIPRAP OUTLET
PROTECTION
SEE DETAIL, THIS SHEET
TOP OF POND PLAN VIEW
SECTION VIEW
DRAINAGE
EASEMENT
30' ACCESS
EASEMENT
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
I:
\
0
4
2
4
5
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2
3
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p
c
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5 5
4
4
4
4
4
4
4
4
4
6
4
4
5
RO
A
D
N
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD O
(50' PRIVATE R/W)
RO
A
D
P
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD P
(50' PRIVATE R/W)
CN-503
75
1"=30'
N/A
SCM 7 DETAILS
0
SCALE 1" = 30'
60'30'30'
FOREBAY AND STORAGE POND SECTION
FOREBAY MAIN BAY
STORM ELEVATIONS
WET POND
1.5" DEPTH = 27.60'
DESIGN STORM
1-YEAR = 28.76'
2-YEAR = 29.06'
10-YEAR = 29.67'
25-YEAR = 30.22'
50-YEAR = 30.75'
100-YEAR = 31.24'
NOTE
SEE PLAN/PROFILE SHEETS FOR
STORM DRAINAGE INFORMATION.
EMERGENCY SPILLWAY SECTION
3:1 SLOPE
OUTLET STRUCTURE
SEE DETAIL, THIS SHEET
EMERGENCY SPILLWAY
EL = 31.0'
3:1 SLOPE
RIPRAP OUTLET
PROTECTION
SEE DETAIL, THIS SHEET
TOP OF POND PLAN VIEW
SECTION VIEW
DRAINAGE
EASEMENT
30' ACCESS
EASEMENT
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
M&C FILE NUMBER
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
SIDBURY STATION - PHASE 2
NEW HANOVER COUNTY, NORTH CAROLINA
4245-0023
4/15/2022
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
TRC SUBMITTAL
I:
\
0
4
2
4
5
\
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2
3
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