2023.05.23 Sidbury Phase 2 TRC Resubmittal Plans102
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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
MAY 23, 2023
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
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PROJECT SITE
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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
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-100 EXISTING CONDITIONS
6 CX-101 TREE REMOVAL PLAN
9 CE-100 OVERALL EROSION CONTROL PLAN PHASE 1
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
14.1 CE-200 OVERALL EROSION CONTROL PLAN PHASE 2
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 CE-504 EROSION CONTROL DETAILS
63 CG-501 STORM DRAIN DETIALS
64 CG-502 STORM DRAIN DETAILS
65 CG-503 STORM DRAIN DETAILS
66 CG-504 STORM DRAIN DETAILS
67 CU-501 UTILITY DETAILS
68 CU-502 UTILITY DETAILS
69 CU-503 UTILITY DETAILS
70 CU-504 UTILITY DETAILS
71 CU-505 UTILITY DETAILS
72 CU-506 UTILITY DETAILS
73 CL-501 LANDSCAPE DETAILS
74 CN-501 SCM 5 DETAILS
75 CN-502 SCM 6 DETAILS
76 CN-503 SCM 7 DETAILS
77 CN-504 SCM 8 DETAIL
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 DANDY SACKS OF SEDIMENT AND 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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
18.DITCHES BEHIND DITCH PLUGS ARE INTENDED TO BE BACKFILLED IMMEDIATELY UPON INSTALLATION AND PRIOR TO ANY
RAIN EVENT. AFTER BACKFILL OF THE DITCH HAS OCCURRED, THIS AREA IS TO BE TREATED LIKE ANY OTHER DISTURBED AREA. IN
THE EVENT IT DOES RAIN PRIOR TO BACKFILLING OF THE DITCHES, INSPECT THE DITCH PLUGS AND THE AREA ADJACENT TO THEM
FOR ANY SIGNS OF EROSION. BACKFILL AND COMPACT ANY AREAS OF FAILURE IMMEDIATELY, REMOVE ANY SEDIMENTATION
AND BACKFILL THE DITCHES ONCE THEY DRY.
19.SILT FENCE OUTLETS ARE TO BE INSPECTED ONCE A WEEK AND AFTER EACH RAIN EVENT. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. SHOULD THE STONE BECOME CLOGGED WITH SEDIMENT, IT SHALL BE CLEANED AND/OR REPACED PRIOR TO THE
NEXT STORM EVENT. IF WASHOUT BETWEEN THE STONE AND SILT FENCE OCCURS, THE AREAS SHALL BE REPAIRED
IMMEDIATELY.
20.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.
INV 28.59'
INV 28.87'
PIPE SPLIT
IN HOLE
(TIE)
UNDER GR
O
U
N
D
STORM PIP
E
(BURIED)
30"CMP 18"CMP
24"CMP
24"CMP
24"CMP
18"CMP
18"CMP
19"DIP
SUBMERGED STORM
P
I
P
E
UNABLE TO OBTAIN
SIZE OR INVERTS
19"DIP
19"DIP
18"DIP
19"DIP
19"DIP
18"CMP ACE 21
ACE 22
ACE 24
ACE 25
ACE 26
INV 34.62
'
INV 32.93
'
18"RCP
INV 35.46'
INV 35.29'
12"CPP
INV 36.49'
INV 35.17'
INV 35.07
'
VX98
DI
TOP 33.94'
INV 29.49'
HEAVY SIL
T
VX99
65KS
STONE HW
STONE HW
STONE HW
ACE 04L
65KS
INV 28.42'
FESI 29.95
'
INV 31.41'INV 31.32
'
FESI 33.35'
FESI 33.92'
FESI 34.43
'
FESI 34.74
'
FESI 34.46'
FESI 34.24'
24"CMP
INV 29.08'
INV 28.98'
BRICK
HEADWALLS
INV 35.15'
INV 34.98'
INV 37.45'
INV 37.25'
INV 36.92'
INV 40.15'
INV 36.41'
INV 36.58'
INV 35.85'
INV 36.00'INV 35.65'
INV 35.72'
24"CMP
INV 23.52'
2@72"CMP
INV 18.32'INV 18.04'
HEADWALL
40K
ACE 52
24"HDPEINV 33.06'
INV 33.98'
SURVEY LIMITS
SURVEY LIMITS
SU
R
V
E
Y
L
I
M
I
T
S
S
U
R
V
E
Y
L
I
M
I
T
S
SU
R
V
E
Y
L
I
M
I
T
S
SU
R
V
E
Y
L
I
M
I
T
S
SUR
V
E
Y
L
I
M
I
T
S
SUR
V
E
Y
L
I
M
I
T
S
18"DIP INV 34.92'INV 33.60'
18"C
P
P
INV 3
4
.
7
2
'
INV 3
4
.
5
6
'
SU
R
V
E
Y
L
I
M
I
T
S
COLLECTOR STREET (TYP.)
LOCAL STREET (TYP.)
CUL-DE-SAC STREET (TYP.)
P
H
A
S
E
1
P
H
A
S
E
2
P
H
A
S
E
2
P
H
A
S
E
3
COLLECTOR STREET WITH MEDIAN
SYMBOL LEGEND
SYMBOL DESCRIPTION
TRAVELWAY
WIDTH (FOC
TO FOC)
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
R
O
A
D
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
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
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
E
M
E
N
T
NO
N
-
M
U
N
I
C
I
P
A
L
E
A
S
E
M
E
N
T
2.5%2.5%
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
I
C
I
P
A
L
E
A
S
E
M
E
N
T
2.5%2.5%
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
TYPICAL PRIVATE STREET TURNAROUND DETAIL
SCALE: NTS
SCALE: NTSTYPICAL PRIVATE STREET TURNAROUND2SCALE: AS SHOWNTYPICAL ROADWAY SECTIONS3
0
SCALE 1" = 20'
40'20'20'
PHASE LINE (TYP)
404
WETLAND
S
25' WETL
A
N
D
SETBACK
(
T
Y
P
)
P
H
A
S
E
2
PH
A
S
E
2
(TIE)
R/W
R/W
19"DIP
INV 35.15'
INV 34.98'
40K
ACE 52
24"HDPEINV 33.06'
INV 33.98'
N/F
NC DEPT
O
F
T
R
A
N
S
P
O
R
T
A
T
I
O
N
DEED BOO
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
SURVEY LIMITS
SU
R
V
E
Y
L
I
M
I
T
S
S
U
R
V
E
Y
L
I
M
I
T
S
37.4
PIN
FLAG
"ECS"
38.6
SU
R
V
E
Y
L
I
M
I
T
S
ACE 27
INV. 35.14'TV PED
IPF
FENCE
INV. 35.52'
18" RCP
INV. 35.73
FENCE
ACE 29
GUY WIRE
FES 36.24'
STOP SIGN
R/W MON.18" CMP
FES 36.06'
ACE 30
ACE 43
ACE 44
INV. 34.95'
18" RCP
INV. 34.40'
FES 34.84'
18" RCP
GATE
FES 35.01'
FENCE
FES 35.11'
16" CMP
GATE RBC #101
NC GRID NADA 83/2011
N 214245.77 GRID
E 2348679.04
ELV. 40.06
FES 35.50'
IPF
ACE 45
STORM PIPE
BURIED
ACE 47
ACE 48
ACE 49
ACE 50
R/W MON.
ACE 51
RBC #100
NC GRID NAD83/2011
N 2146330.27 GRID
E 2350205.43 GRID
EL. 39.50'
IPF
NC GRID NAD83/2011
N 214610.72
E 2350267.38
R/W MON.
IRS
SIDBURY
R
O
A
D
-
S
R
1
3
3
6
100' R/W
(
P
U
B
L
I
C
)
50' GAS LI
N
E
E
A
S
E
M
E
N
T
P
N
G
C
I
N
C
.
DB 5249 P
G
3
3
8
DB 5351 P
G
1
8
7
0
N 75°51'5
0
"
E
1
6
4
1
.
6
9
'
(
R
E
C
O
R
D
)
N 75°51'4
1
"
E
1
5
7
4
.
0
8
'
(
G
R
I
D
)
(
T
I
E
)
N 75°51'4
1
"
E
1
5
7
4
.
0
5
'
(
G
R
O
U
N
D
)
IPF (DISTURBED)
0.73' OFF LINE
IPF
IPF (DISTURBED)
0.40' OFF LINE
N/F
CORBETT INDUSTRIES INC.
DB 5578 PG 338
N/F
SIDBURY LAND & TIMBER LLCHARBOWY HELEN C ETAL
DB 2105 PG 656
COHAN JASIN ERIN
DB 6081 PG 1890
GAS LINE
1515
17
24 12
18
18
1813
19
14109
19
12
14
17
13
16
19 1814
16
20
18
1514 17
14
15
16
12
16
12
16
14
16
16
13
17
15
15 1515
15
13
17
17
16
8
15 15 15
12
12
12
12
12
13
12
12
13
13
13
12
12
14
14
14
14
14
14
14
16
16
16
20
17
16
12
18
14
14
13
19
13
14
14 12
19
19
15
15 12
12
18 14
1618
98
13
13
13
13
1313
1313
13
1414
14
14
14
14
12
12
15
1515
1616
16
16
17
17
17
16
18
18
14
14
14
14
14
14
14
12
12
13
13
15
17
17
16
13 13
14
14
14
1213
14 1512
13
13 13
13
13
13
13
12
12
12 12
12
12
14
14 14
14
14
14
15
15
15
15
16
16
16
16
17
15
19
18
12
22
12
12
12
12
1212
12
1212
12
12 12
12
13
13
12
13
13
13
13
13
13
13
1313
13
13
14
14
14
14
14
14
14
13
14
15
1515
12
16
16
16
16
14
17
17
16 18
18
19
19
17
13
12
12
1212
12
12
12
12
12
12 12
12 12 12
12
121212
12
12
12 12
12
13
13
13
13
13
13
13
13
13
14
14
14
14
141414
14 14
14 1315
15 15
15
15
16
16
16
16
16
20
18
12
12
12
12
12
12
121212
12121313
1313
14
14
14
14
14
14
17
17
17
16
1818
19
19
19
20
13
1414
15 15 16
12
12
12
12
12
12
12
12
13
13
13
131313
13
13
13
13
13
13
14
1414
14
1414
15
15
16
17 19
19
19
5
12
12
12
12
12
12 12
12
13
13
13
13
13
13
13
14
14
13
15
14
16
16
16
1616
15
17
17
20
19
12
1212
12
1212
12
13
13
1313
13
13
13
13
14
14 14
14
14
14
15 15
15
18
17
1188
1618 16 17
1613
13
12
12
12
12
12
12
12
12 12 12
13 13
1313
13
13
13
13
13
13
13
13
13
13
13
13
14
141413
14
14
14
14
14
15 1314
15
15
15
16
17
17
8
12
121212
12
12
12
13
13
12
13
13
1313
13
13
14
14
14
1414
15
15 15
15
15
15 15
16
16
16
16
16
17
17
16
18
17
12
12
12
12
12
1313
13
13
13
13
13
14
14
14
14
14
14
14
13
8
2010
9
15
16
15
15
17
16
17
1715
18
18
17
17
17
18
21
8
8
8
912
12
12
12
12
1212
12
9
13 13 13
13
13
1313
13
13 11
11
12
11
14
14
1414
14 14 14
14
14
15
15
15
15
16
16
18
17 19
17
19
18
17
18
12
12
12
13
1313
1313
13 13 14
14
11
15
15
16
16
20
18
19
9
8
17
19
13
13
13
13131212
12
1211
21
9 16 16
1411
14
16
8
13
13
13
13
13
13
13
1313
13
131313
13
13
13
13
12 12
12
12
12
12
12
12
14
1414
14
15
15
15
15
16
14
15
10 16
15
9
20
17
13
14
1314 12
12
12
12
12
12
13
13
13
1313
13
15
1515
16
9
10
8
14
12 12
121212
12
12
12
12
1212
12
12
12
12 12 12 12
12 12
12
1212
12
13
13
13
13
13
13
13
1313 13
13
13
13
1313
13
14
14
14
14
14
14
15
15
16
17
9
12
1212
12
14
14
15
16
18
188
13
5
12 12
12
1212
12
12
12
12
12
1212
12
12
12
12 12 12
12
13
1313
131313
13
13
13
13
13
13
13
1313
13
13
13
14
14
14
14
14
15
15
15
15
15
14
15
15
15
16
18
208
16
13
13
13
13
13
1313
12
12
12
12
12
14
14
1414
15
15
15
15
16
8
12
121212
12
1212
12 12
12
12
121212
12
12
1212
1212
12
1212
12
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
12
14
14
14
14
1414
14
14
14 14
14
14
14
14
14
14 14
15
15
15
15
15
17
16
16
16
16
16
16
20
17
19
18
15
16
8
12
12
12
12
13
13
1313
14
14
14
14
13
16
16
15
17
17
17
15
9
8
12
12
12
12
12
12
12
12
12
1212
12
12
12
1313
13
13
13 13
13
13
13
14
14
14
14
14
14 14
14
14
14 14
14
16
16
16
9
18
18
17
17
17
17
24
19
12
12
1212
12
12
12
13
13
13
13 1314
1414
14 14
14
15
16
12
1212
13 13
13
13
1414
1414
14
1415
13
15
15
19
17
15
17178
12 12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12 13 13
13
13
1313
1313
13
13
13
13 13 13 13
13
13
13
13
14 14
1414
14
1414
14
14
14
14
15 15
15
15
1514
15
15 1515
17
16
17
9
19
1818 17
18
1212 12
12 12
12
12
12
1212
12
1212
12
12
12
12
12
13
13
13
13
13
13
13
13
13
13
14
1414
1414
1414
14
14 14
14
14
151816
17
15
15
15
16
16 151515
16
66
15
17
15
15
1817
18 16
16
15
1420
15
166
12
1212
12
12
12
12
12
12
12
12
12
1212
12
12
12
1212
12
12
13
12
12
12
12
12
12 12
13
13
12
13
13
13
13
13
14
1414
14
14
14
14
14
15
15
15
15
18
17
16
16
16
16
16
16
16 16
16
8
15
13
12
12
1212
12 13
13 13
13
13
12
13
13
15
1412
1414
141414
1414
14
14
14 14
1414
14
15
15
15
15
15
15 15
1515
15
15
15
15
15
15
1616
16 16
1616
16
1616
8
178
179
15
16
12
12
15
15
14
14
12
12
12
1212
12
12
13
13
13
12
12
14
14
1214
14
14
14
14
1415
15
15
15
15
15
1616
16
18
17
18
17
16
16
22
15
16
16
18
15
16
17
19
12
13
13
15
14
14
14
14
17
18
15
21
14
COHAN JASIN ERIN
DB 6081 PG 1890
E
D
N
A
B
U
C
K
R
D
NORRIS DONE W
FRANCES M
DB 2166 PG 980
NORRIS DONE W
FRANCES M
DB 2166 PG 988
STEED PERRY C
ELIZZABETH
DB 6092 PG 19
PHASE LINE (TYP)
P
H
A
S
E
2
P
H
A
S
E
1
PH
A
S
E
1
PH
A
S
E
2
LEGEND
RBC
LINE LEGEND
SURVEYOR'S NOTES:
SUE NOTES
TREE LEGEND
18
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
CX-100
5
N/A
EXISTING CONDITIONS
1"=150'
LEGEND AND NOTES1EXISTING CONDITIONS2 LEGEND AND NOTES1
0
SCALE: 1"=150' (Horiz.)
300'150'150'
KEY MAP
SCALE: NTS
KEY MAP
SCALE: NTS
N/F
RMP SIDB
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4
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MAP BOO
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2
0
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A
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8
9
(TIE)
19"DIP
INV 35.15'
INV 34.98'
40K
ACE 52
24"HDPEINV 33.06'
INV 33.98'
N/F
NC DEPT
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F
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A
N
S
P
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(TIE)
19"DIP
INV 35.15'
INV 34.98'
40K
ACE 52
24"HDPEINV 33.06'
INV 33.98'
N/F
NC DEPT
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2
MAP BOOK 20 PAGE
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18
1212 12
12 12
12
12
12
1212
12
1212
12
12
12
12
12
13
13
13
13
13
13
13
13
13
13
14
1414
1414
1414
14
14 14
14
14
151816
17
15
15
15
16
16 151515
16
66
15
17
15
15
1817
18 16
16
15
1420
15
166
12
1212
12
12
12
12
12
12
12
12
12
1212
12
12
12
1212
12
12
13
12
12
12
12
12
12 12
13
13
12
13
13
13
13
13
14
1414
14
14
14
14
14
15
15
15
15
18
17
16
16
16
16
16
16
16 16
16
8
15
13
12
12
1212
12 13
13 13
13
13
12
13
13
15
1412
1414
141414
1414
14
14
14 14
1414
14
15
15
15
15
15
15 15
1515
15
15
15
15
15
15
1616
16 16
1616
16
1616
8
178
179
15
16
12
12
15
15
14
14
12
12
12
1212
12
12
13
13
13
12
12
14
14
1214
14
14
14
14
1415
15
15
15
15
15
1616
16
18
17
18
17
16
16
22
15
16
16
18
15
16
17
19
12
13
13
15
14
14
14
14
17
18
15
21
14
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
LEGEND AND NOTES1
KEY MAP
SCALE: NTS
0
SCALE: 1"=150' (Horiz.)
300'150'150'
TREE REMOVAL PLAN2 LEGEND AND NOTES1
KEY MAP
SCALE: NTS
TREE REMOVAL PLAN
1.TREE REMOVAL WILL INVOLVE CLEARING OF THE VEGETATION UNDER
THE ESSENTIAL SITE IMPROVEMENTS.
DEMOLITION NOTES
1.NO EARTH DISTURBING ACTIVITIES SHALL COMMENCE UNTIL ALL
PERIMETER EROSION CONTROL MEASURES ARE IN PLACE IN ACCORDANCE
WITH THE EROSION CONTROL SEQUENCE SHOWN IN THESE PLANS.
2. NO EARTH-DISTURBING ACTIVITY OR OTHER WORK SHALL TAKE PLACE
WITHIN WETLANDS AREAS NOTED ON SURVEY. CONTRACTOR SHALL FIELD
VERIFY WETLAND LIMITS FLAGGING IN PLACE AND SHALL NOT ENTER
WETLAND AREAS. IF WETLAND FLAGGING IS MISSING OR OTHERWISE
DAMAGES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTE WETLAND
LIMITS AND PREVENT DISTURBANCE OR OTHER ACTIVITY WITHIN WETLANDS.
2.THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE
PROTECTION OF ALL PROPERTY CORNER MONUMENTS, AND SHALL HAVE, AT
HIS EXPENSE, ALL CORNER MONUMENTS REPLACED WHICH ARE DISTURBED
BY CONSTRUCTION ACTIVITIES.
3.CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY
EXISTING IMPROVEMENTS, AT HIS EXPENSE, DURING CONSTRUCTION, SUCH
AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB,
ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS.
4.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTEND WITH ALL
REGULATIONS GOVERNING THE DEMOLITION, REMOVAL, TRANSPORTATION
AND DISPOSAL OF ALL DEMOLITION DEBRIS.
5.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE
LATEST OSHA STANDARDS FOR EXCAVATION AND TRENCHING PROCEDURES.
CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, ETC. AS
NECESSARY FOR THESE OPERATIONS, AND SHALL COMPLY WITH ALL OSHA
PERFORMANCE CRITERIA.
6.CONTRACTOR SHALL TAKE SPECIAL CARE TO PROTECT ALL UTILITIES
AND APPURTENANCES TO REMAIN.
LIMITS OF
DISTURBANCE
EXISTING TREE LINEEXISTING TREE LINE
EXISTING TREE LINE
FEEDER TO PRINCE GEORGE CREEK
FEEDER TO ISLAND CREEK
CX-101
6
N/A
TREE REMOVAL PLAN
1"=150'
Sidbury Farms
04245-0023
Total Regulated/Significant Trees to be Removed
Type Regulated Trees
Total Inches of
Regulated Trees to be
Removed Significant Trees
Total Inches of Significant
Trees to be Removed
Conifers 1095 15428 10 119
Hardwoods 47 459 0 0
Flowering Trees 0 0 0 0
Total 1142 15887 10 119
Significant Trees for Mitigation
Tree Species
Total Caliper
Inches Removed
Required Caliper
Inches to be
Replanted
Pine 48 (48)*(2)96
Bay 71 (71)*(2)142
Total 238
Proposed Replanting
Tree Species Quantity Caliper Total Inches Replanted
Willow Oak 89 2 178
Southern Live Oak 132 2 264
Allee Lacebark Elm 66 2 132
Total 287 574
Tree Removal Overview
Total Mitigation Required 238 Caliper Inches
Total Proposed
Replanting 574 Caliper Inches
Extra 336 Caliper Inches
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL 2; CE-501
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL 2; CE-501
(SF 1)
SEE DETAIL 1; CE-501
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL 2; CE-501
(SF 2)
SEE DETAIL 1; CE-501
(SF 2)
SEE DETAIL 1; CE-501
(SF 3)
SEE DETAIL 1; CE-501
(SF 3)
SEE DETAIL 1; CE-501
(SF 1)
SEE DETAIL 1; CE-501
(SF)
SEE DETAIL 1; CE-501
(SF 1)
SEE DETAIL 1; CE-501
(SF 4)
SEE DETAIL 1; CE-501
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LEGEND
RBC
TREE LEGEND
18
(TIE)
0
0
E
40K
ACE 52
G
G
G
G
G
G
G
G
G
G
G
G
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LOD
LODLOD
LOD
LOD
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
LOD
LOD
LOD
LOD
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
SF
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
>TDD >TDD >TDD >TDD >TDD
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>TDD >TDD >TDD
SF
SF
SF
SF
SF
SF
SF
SF
SF
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
S
F
35
40
40
35
30
2835
40
4
0
3
5
30
40
28
27
30
35
37
35
30
29293035
40
4035
3027
27 30
35 3640
3
9
3
5
3
4
343539
39
3
5
3
4
S
F
>TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD
SF
SF
SF
S
F
SF
SF
SF
SF
SF
SF
SF
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>TDD>TDD>TDD
>
T
D
D
>
T
D
D
>
T
D
D
>TDD >TDD >TDD >TDD >TDD >TDD >TDD
>T
D
D
>T
D
D
>T
D
D
>TDD
>TDD
>TDD
LO
D
LOD
LOD
LOD
LOD
LOD
L
O
D
LOD
LOD
LO
D
LOD
LOD
LO
D
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
LOD
L
O
D
LOD
LOD
LODLOD
LOD
LODLOD
LOD
LODLODLOD
LOD
L
O
D
L
O
D
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LODLO
D
LO
D
LO
D
LOD LOD LOD LOD LO
D
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
L
O
D
LOD
LOD
L
O
D
L
O
D
L
O
D
LOD
LO
D
LODLOD
LO
D
39
35 36 37 38
35 36 37 38 39
35 36 37 38 39
34 35 36 37 38 39
34
SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSF
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>C
W
D
>T
D
D
SF
SF
SF
SF
>T
D
D
>T
D
D
(TIE)
0
0
E
40K
ACE 52
G
G
G
G
G
G
G
G
G
G
G
G
TSB-8
TSB-7
TSB-5
TSB-6
AMENITY
POND
PHASE II
TSB-6
STOCKPILE
AREA
TSB-9
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 DAVEY RESOURCE
GROUP WETLAND MAP DELINEATION 7/31/2022 .
·TEMPORARY SEDIMENT BASINS MAY BE EXTENDED TO THE
FULL SIZE OF THE PROPOSED SCM AS THE PROJECT
PROGRESSES FOR THE USE OF FILL SOIL. THE SEDIMENT
BASIN SHALL BE MAINTAINED AS THE BASINS EXPAND
THROUGHOUT THE PROJECT
·FOR ALL EROSION CONTROL MEASURES' MAINTENANCE
REFER TO SHEET G-002
PRELIMINARY DISTURBED AREA = 44.36 ACRES
EXPANDED LOD FOR STOCKPILE = 7.22 ACRES
*TOTAL DISTURBED AREA =84.99 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 PRELIMINARY LIMITS OF DISTURBANCE AS SHOWN TO INSTALL
CONSTRUCTION ENTRANCES, DITCH PLUGS, SILT FENCE, TEMPORARY DIVERSION
DITCHES AND SEDIMENT BASINS.
3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AS SHOWN. CONTRACTOR
SHALL MAINTAIN A SUFFICIENT GRAVEL ENTRANCE UNTIL FINAL SUB-GRADE IS
ESTABLISHED.
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.PLUG DITCHES AS SHOWN. PLUG DITCHES DURING PERIODS OF FORECAST DRY
WEATHER. BACKFILL DITCHES AS SOON AS THE PLUGS ARE INSTALLED AND PRIOR TO
ANY RAIN EVENT.
7.COMMENCE CLEARING, GRUBBING AND ROUGH GRADING WITHIN THE OVERALL LIMITS
OF DISTURBANCE.
8.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.
9.COORDINATE DISCONNECTION OF EXISTING UTILITIES - KNOWN UTILTIES INCLUDE:
·ELECTRICAL SERVICES AND POLES WITH DUKE ENERGY PROGRESS
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 PLAN PHASE 12 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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
DITCH TO BE FILLED
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL 2; CE-501
OVERALL LIMITS
OF DISTURBANCE
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAIL 3; CE-502
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL 2; CE-501
OVERALL LIMITS
OF DISTURBANCE
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAIL 3; CE-502
CLEAN WATER DIVERSION
AND WATTLES TO REMAIN
IN PLACE UNTIL FUTURE PHASES
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 (TYP.)
SEE DETAIL 5; CE-503
(TDD-2)
SEE DETAIL 1; CE-502
WATTLE (TYP.)
SEE DETAIL 2; CE-502
(SF 1)
SEE DETAIL 1; CE-501
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
DITCH TO BE FILLED (TYP)
OVERALL LIMITS
OF DISTURBANCE
FEEDER TO ISLAND CREEK
(JURISDICTIONAL STREAM)
DITCH PLUG (TYP)
SEE DETAIL 5; CE-503
DITCH TO BE FILLED (TYP)
FILL EXISTING
DITCH (TYP)
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL 2; CE-501 SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
CE-100
9
1"=150'
N/A
OVERALL EROSION CONTROL PLAN
PHASE 1
KEY MAP
SCALE: NTS
0
SCALE: 1"=150' (Horiz.)
300'150'150'
N
STOCKPILE AREA
(TDD-5)
SEE DETAIL 1; CE-502
(TDD-5)
SEE DETAIL 1; CE-502
(TDD-7)
SEE DETAIL 1; CE-502
(TDD-7)
SEE DETAIL 1; CE-502
(SF 2)
SEE DETAIL 1; CE-501
(SF 2)
SEE DETAIL 1; CE-501
(SF 3)
SEE DETAIL 1; CE-501
(SF 3)
SEE DETAIL 1; CE-501
(SF 1)
SEE DETAIL 1; CE-501
(SF)
SEE DETAIL 1; CE-501
(TDD-1)
SEE DETAIL 1; CE-502
PRELIMINARY LIMITS
OF DISTURBANCE FOR
INSTALLATION OF EROSION
CONTROL MEASURES
(TDD-3)
SEE DETAIL 1; CE-502
(TDD-4)
SEE DETAIL 1; CE-502
(TDD-6)
SEE DETAIL 1; CE-502
FILL EXISTING
DITCH (TYP)
STOCKPILE AREA
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 2; CE-504
PRELIMINARY TEMPORARY
SEDIMENT BASINS
INITIAL TEMPORARY
SEDIMENT BASINS
PRELIMINARY TEMPORARY
SEDIMENT BASINS
(SF 1)
SEE DETAIL 1; CE-501
(SF 4)
SEE DETAIL 1; CE-501
INSTALL CULVERT 2
SEE DETAIL 1; CE-504
PRELIMINARY LIMITS
OF DISTURBANCE FOR
INSTALLATION OF EROSION
CONTROL MEASURES
(TDD-4)
SEE DETAIL 1; CE-502
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAIL 3; 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
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
FILL EXISTING
DITCH (TYP)
EXPANDED PHASE 3 LIMITS
OF DISTURBANCE
7.22 ACRES
TEMPORARY
CONSTRUCTION
ENTRANCE
FILL EXISTING
DITCH (TYP)
(SF 5)
SEE DETAIL 4; CE-505
DITCH PLUG (TYP)
SEE DETAIL 5; CE-503
(SF 6)
SEE DETAIL
4;CE-505
TEMPORARY
CONSTRUCTION
ENTRANCE
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 1; CE-505
TEMPORARY
SKIMMER BASIN (TYP.)
SEE DETAIL 1; CE-505
1 LOD INCREASE FOR STOCK PILE 3/16/2023
(TDD-8)
SEE DETAIL
2; CE-505
(TDD-9)
SEE DETAIL
2; CE-505
253
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
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 LOD
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD
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
>TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>TDD >TDD >TDD
SF
SF
LODLODLODLODLODLODLODLODLODLODLODLODLO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
SF
SF
SF
SF SF
SF SF SF SF SF SF
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
TEMPORARY CONSTRUCTION
ENTRANCE
SEE DETAIL 2; CE-501
(SF 2)
SEE DETAIL 1; CE-501
OVERALL LIMITS OF
DISTURBANCE
TEMPORARY CONSTRUCTION
ENTRANCE
SEE DETAIL 2; CE-501
(TDD-5)
SEE DETAIL 3; CE-504
OVERALL LIMITS OF DISTURBANCE
WATTLE (TYP)
SEE DETAIL 2; CE-502
(SF 2)
SEE DETAIL 1; CE-501
DITCH PLUG
SEE DETAIL 5; CE-503
DITCH PLUG
SEE DETAIL 5; CE-503
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 TO BE FILLED
(TYP)
(TDD-6)
SEE DETAIL 3; CE-504
DITCH TO BE FILLED
(TYP)
WATTLE (TYP)
SEE DETAIL 2; CE-502
PRELIMINARY LIMITS
OF DISTURBANCE FOR
INSTALLATION OF
EROSION CONTROL
MEASURES
DITCH TO BE FILLED
(TYP)
37
37
38
3
8
38
353536
CE-101
10
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
E
-
1
0
2
MA
T
C
H
L
I
N
E
SEE SHEET CE-104
MATCHLINE
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 DAVEY
RESOURCE GROUP WETLAND MAP DELINEATION
7/31/2022 .
PRELIMINARY DISTURBED AREA = 44.36 ACRES
TOTAL DISTURBED AREA =77.76 ACRES
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LODSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
>TDD >TDD >TDD
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>TDD
>TDD >TDD >TDD >TDD >TDD >TDD >T
D
D
>T
D
D
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
LO
D
LO
D
LO
D
LODLODLOD
LOD LOD
35
40
40
35
30
28
35
40
4
0
3
5
30
40
28
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD
>
T
D
D
>TDD
>
T
D
D
>
T
D
D
>
T
D
D
>
T
D
D
>TDD
>
T
D
D
>
T
D
D
>
T
D
D
>
T
D
D
LO
D
LO
D
LODLODLODLODLODLODLODLOD
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLOD
LOD LOD
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LOD LOD
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LOD LOD LOD
LO
D
LO
D
LO
D
LODLOD
39
35 36
37 38
34
SF
SF
SF
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
>
T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
DITCH TO BE FILLED
(TYP)
DITCH PLUG
SEE DETAIL 5; CE-503
DITCH PLUG
SEE DETAIL 5; CE-503
DITCH PLUG
SEE DETAIL 5; CE-503
DITCH TO BE FILLED
(TYP)
DITCH TO BE FILLED
(TYP)
OVERALL LIMITS OF DISTURBANCE
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.
(TDD-7)
SEE DETAIL 3; CE-504
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
(SF 3)
SEE DETAIL 1; CE-501
WATTLE (TYP)
SEE DETAIL 2; CE-502
WATTLE (TYP)
SEE DETAIL 2; CE-502
CLEAN WATER DIVERSION
AND WATTLES TO REMAIN IN
PLACE UNTIL FUTURE PHASES
OVERALL LIMIT OF
DISTRURBANCE
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
(TDD-5)
SEE DETAIL 3; CE-504
(TDD-7)
SEE DETAIL 3; CE-504
(SF 3)
SEE DETAIL 1; CE-501
PRELIMINARY TEMPORARY
SEDIMENT BASIN #5
EXCAVATION LIMITS
DITCH TO BE FILLED
(TYP)
DITCH TO BE FILLED
(TYP)
STOCKPILE AREA
(TDD-6)
SEE DETAIL 3; CE-504
PRELIMINARY LIMITS
OF DISTURBANCE FOR
INSTALLATION OF
EROSION CONTROL
MEASURES
PRELIMINARY LIMITS
OF DISTURBANCE FOR
INSTALLATION OF
EROSION CONTROL
MEASURES
PHASE 2 TSB-6
3
8
38
38
38
38
38
39
39
38
39
3
9
39
39
3636
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
LEGEND AND NOTES1LEGEND AND NOTES1
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
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
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 DAVEY
RESOURCE GROUP WETLAND MAP DELINEATION
7/31/2022 .
PRELIMINARY DISTURBED AREA = 44.36 ACRES
TOTAL DISTURBED AREA =77.76 ACRES
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
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 SF
S
F
SFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
27
30
35
37
35
30
292930
35
40
40
35
30
27
27
30
35 36
40
>TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD
SF SF SF SF SF SF SF
SF
SF
S
F
S
F
S
F
S
F
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLODLOD
LO
D
L
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLOD
LO
D
35 36 37 38 39
35 36 37 38 39
DITCH PLUG
SEE DETAIL 5; CE-503
SF
SEE DETAIL 1;
SHEET CE-501
DITCH PLUG
SEE DETAIL 5; 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
CLEAN WATER DIVERSION
AND WATTLES TO REMAIN IN
PLACE UNTIL FUTURE PHASES
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
(SF 3)
SEE DETAIL 1;
CE-501
INSTALL 2-30" RCP PIPE
SEE DETAIL 1; CE-504
PRELIMINARY
TEMPORARY
SEDIMENT BASIN #7
EXCAVATION LIMITS
PRELIMINARY TEMPORARY
SEDIMENT BASIN #6
EXCAVATION LIMITS(TDD-4)
SEE DETAIL 3; CE-504
(TDD-3)
SEE DETAIL 3; CE-504
(SF 4)
SEE DETAIL 1;
SHEET CE-501
STOCKPILE AREA
(TDD-7)
SEE DETAIL 3; CE-504
WATTLE (TYP)
SEE DETAIL 2; CE-502
DITCH TO BE FILLED
(TYP)
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 3; CE-502
PRELIMINARY LIMITS
OF DISTURBANCE FOR
INSTALLATION OF
EROSION CONTROL
MEASURES
INV. 35.82'
INV. 35.75'
CULVERT 2
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
DITCH TO BE FILLED
(TYP)
DITCH TO BE FILLED
(TYP)
3
9
39
39
39
39
39
39
39
39
39
39
39
4
0
4
040
3
9
39
40
40
4
1
41
41
4
1
41
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-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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
ENLARGED PH-1 EROSION CONTROL2 LEGEND AND NOTES1
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
I
N
E
SEE SHEET CE-105
MATCHLINE
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
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 DAVEY
RESOURCE GROUP WETLAND MAP DELINEATION
7/31/2022 .
PRELIMINARY DISTURBED AREA = 44.36 ACRES
TOTAL DISTURBED AREA =77.76 ACRES
TV
G
G
G
G
G
G
TV
G
G
G
G
G
G
1
2
3
4
5
6
246
248
249
254
255
256
257
258
247
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
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
LOD
LOD
LOD
LOD
LOD
S
F
S
F
S
F
SFSFSFSFSFSF
S
F
S
F
S
F
S
F
S
F
S
F
SF
SF
SF
SF SF SF SF SF SF SF
SFSFSFSFSFSFSF
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
S
F
S
F
SF
SF
>TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
>TDD >TDD >TDD
>
T
D
D
>
T
D
D
>
T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD
L
O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
L
O
D
L
O
D
L
O
D
LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
L
O
D
LO
D
L
O
D
L
O
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
LO
D
LOD
LO
D
LO
D
LOD LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
34 35 36 37 38 39
TEMPORARY CONSTRUCTION
ENTRANCE
SEE DETAIL 2; CE-501
(SF)
SEE DETAIL 1; CE-501
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
OVERALL LIMITS OF DISTURBANCE
(SF 2)
SEE DETAIL 1; CE-501
(SF 1)
SEE DETAIL 1; CE-501
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
(SF 1)
SEE DETAIL 1;
CE-501
DITCH TO BE FILLED
(TYP)
DITCH TO BE FILLED
(TYP)
PRELIMINARY TEMPORARY
SEDIMENT BASIN #8
EXCAVATION LIMITS
(TDD-1)
SEE DETAIL 3; CE-504
(TDD-4)
SEE DETAIL 3; CE-504
(SF 1)
SEE DETAIL 1;
SHEET CE-501
STOCKPILE AREA
PRELIMINARY TEMPORARY
SEDIMENT BASIN #8
EXCAVATION LIMITS
WATTLE (TYP)
SEE DETAIL 2; CE-502
WATTLE (TYP)
SEE DETAIL 2; CE-502
WATTLE (TYP)
SEE DETAIL 2; CE-502
PRELIMINARY LIMITS
OF DISTURBANCE FOR
INSTALLATION OF
EROSION CONTROL
MEASURES
STOCKPILE AREA
(TDD-5)
SEE DETAIL 3; CE-504
TEMPORARY CONSTRUCTION
ENTRANCE
SEE DETAIL 2; CE-501
39
39
39
40
38
3
8
36
39
39
40
39
39
3
9
40
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
ENLARGED PH-1 EROSION CONTROL2 LEGEND AND NOTES1
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
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
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 DAVEY
RESOURCE GROUP WETLAND MAP DELINEATION
7/31/2022 .
PRELIMINARY DISTURBED AREA = 44.36 ACRES
TOTAL DISTURBED AREA =77.76 ACRES
OHE
OHE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
OHE
OHE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
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
LO
D
LOD
S
F
S
F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
S
F
S
F
S
F
37
35
30
292930
35
40
3
9
3
5
3
4
34
3539
39
3
5
3
4
S
F
SF
>TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD
>
T
D
D
>
T
D
D
>
T
D
D
>
T
D
D
>
T
D
D
>T
D
D
>T
D
D
>T
D
D
>T
D
D
>TDD >TDD >TDD >TDD >TDD
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLOD
LO
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
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
LODLODLODLOD
LO
D
LO
D
LO
D
LODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
34 35 36 37 38 39
(SF 1)
SEE DETAIL 1;
SHEET CE-501
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
OVERALL LIMITS OF DISTURBANCE
DITCH PLUG
SEE DETAIL 5; CE-503
PRELIMINARY TEMPORARY
SEDIMENT BASIN #8
EXCAVATION LIMITS
(TDD-2)
SEE DETAIL 3; CE-504
STOCKPILE AREA
PRELIMINARY TEMPORARY
SEDIMENT BASIN #8
EXCAVATION LIMITS
WATTLE (TYP)
SEE DETAIL 2; CE-502
PRELIMINARY LIMITS
OF DISTURBANCE FOR
INSTALLATION OF
EROSION CONTROL
MEASURES
DITCH TO BE FILLED
(TYP)
STOCKPILE AREA
AMENITY POND
40
39
39
4
0
3
9
40
39
39
39
4
0
39
39
39
38
37 39
41
41
4
1
41
39
38
3
9
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
ENLARGED PH-1 EROSION CONTROL2 LEGEND AND NOTES1
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
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
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 DAVEY
RESOURCE GROUP WETLAND MAP DELINEATION
7/31/2022 .
PRELIMINARY DISTURBED AREA = 44.36 ACRES
TOTAL DISTURBED AREA =77.76 ACRES
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
(TIE)
0
0
E
40K
ACE 52
N/F
NC DEPT
O
F
T
R
A
N
S
P
O
R
T
A
T
I
O
N
DEED BOO
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
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LOD
LODLOD
LOD
LOD
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
LOD
LOD
LOD
LOD
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
SF
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
35
40
40
35
30
2835
40
4
0
3
5
30
40
28
27
30
35
37
35
30
29293035
40
4035
3027
27 30
35 3640
3
9
3
5
3
4
343539
39
3
5
3
4
S
F
SF
SF
SF
S
F
SF
SF
SF
SF
SF
SF
SF
26
27
303536
3530
26
40
35
30
26
35 31
37
30
SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSF
>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
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
(TIE)
0
0
E
40K
ACE 52
N/F
NC DEPT
O
F
T
R
A
N
S
P
O
R
T
A
T
I
O
N
DEED BOO
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
TSB-8
TSB-7
TSB-5
ROAD M
(50' P.U.E.)
R
O
A
D
J
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD I
(50' P.U.E.)
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 I
(50' PRIVATE R/W)
R
O
A
D
K
(
5
0
'
P
.
U
.
E
.
)
ROAD H
(50' PRIVATE R/W)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD L
(50' P.U.E.)
R
O
A
D
M
(5
0
'
P
.
U
.
E
.
)
RO
A
D
M
(5
0
'
P
.
U
.
E
.
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
ROAD N
(50' P.U.E.)
ROAD O
(50' P.U.E.)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
RO
A
D
P
(5
0
'
P
.
U
.
E
.
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD P
(50' P.U.E.)
TSB-6
AMENITY
POND
OVERALL EROSION CONTROL PLAN PHASE 22 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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL 2; CE-501
OVERALL LIMITS
OF DISTURBANCE
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAIL 3; CE-502
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL 2; CE-501
OVERALL 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
TEMPORARY SILT FENCE (SF 1)
SEE DETAIL 1; CE-501
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
OVERALL LIMITS
OF DISTURBANCE
FEEDER TO ISLAND CREEK
(JURISDICTIONAL STREAM)
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL 2; CE-501 SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
CE-200
14.1
1"=150'
N/A
OVERALL EROSION CONTROL PLAN
PHASE 2
KEY MAP
SCALE: NTS
0
SCALE: 1"=150' (Horiz.)
300'150'150'
N
SF 2
SEE DETAIL 1; CE-501
SF 2
SEE DETAIL 1; CE-501
SF 3
SEE DETAIL 1; CE-501
SF 3
SEE DETAIL 1; CE-501
TEMPORARY SILT FENCE (SF 1)
SEE DETAIL 1; CE-501
TEMPORARY SILT FENCE
SEE DETAIL 1; CE-501
SF 1
SEE DETAIL 1; CE-501
SF 4
SEE DETAIL 1; CE-501
PHASE 2 CONSTRUCTION SEQUENCE
1.BEGIN PHASE 2 SEDIMENT AND EROSION CONTROL UPON COMPLETION OF CLEARING AND GRUBBING
OPERATIONS, ROUGH GRADING OF THE SITE AND INSTALLATION OF THE STORM WATER COLLECTION
SYSTEM.
2.MAINTAIN MEASURES FROM PHASE 1 AS SHOWN IN THIS PHASE 2 SEDIMENT AND EROSION CONTROL
DRAWING.
3.REMOVE MEASURES FROM PHASE 1 AS SHOWN. THIS INCLUDES TEMPORARY DIVERSIONS. STABILIZE
THESE AREAS ACCORDING TO THE STABILIZATION MEASURES REQUIRED HEREIN.
4.INSTALL INLET PROTECTION AS SHOWN IN THE PHASE 2 PLAN AND CONSTRUCTION DETAILS.
5.COMPLETE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
6.UPON COMPLETION OF CONSTRUCTION, ESTABLISH PERMANENT GROUND COVER AND OVERALL SITE
STABILIZATION.
7.REMOVE THE SEDIMENT AND EROSION CONTROL MEASURES.
8.REFER TO G-002 FOR EROSION AND SEDIMENT CONTROL NOTES AND MAINTENANCE PLAN.
CULVERT 1
CULVERT 2
CULVERT 3
CULVERT 4
TEMPORARY
CONSTRUCTION
ENTRANCE
SEE DETAIL 2; CE-501
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 DAVEY
RESOURCE GROUP WETLAND MAP DELINEATION
7/31/2022 .
PRELIMINARY DISTURBED AREA = 44.36 ACRES
TOTAL DISTURBED AREA =77.76 ACRES
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
INLET PROTECTION
DANDY SACK INLET PROTECTION
CULVERT 5
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
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
ROAD M
(50' P.U.E.)
ROAD I
(50' P.U.E.)
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
)
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
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
LOD LOD LOD
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD
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
SF
SF
SF
SF
SF
SF SF
SF SF SF SF SF SF
TEMPORARY CONSTRUCTION
ENTRANCE
SEE DETAIL 2; CE-501
OVERALL LIMITS OF
DISTURBANCE
TEMPORARY CONSTRUCTION
ENTRANCE
SEE DETAIL 2; CE-501
(SF 2)
SEE DETAIL 1; CE-501
INLET PROTECTION (TYP)
(SEE DETAIL 2/CE-504)
(SF 2)
SEE DETAIL 1; CE-501
(SF 2)
SEE DETAIL 1; CE-501
40
39
39
40
39
35
35
32
39
39
40
40
37
38
39
40
CULVERT 4
48" RCP
(101LF @ 0.10%)
INV. 30.60'
INV. 30.50'
INLET PROTECTION (TYP.)
(SEE DETAIL 4/CE-501 -
2/CE-504)
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
48" RCP
(101LF @ 0.10%)
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
ENLARGED PH-2 EROSION CONTROL2 LEGEND AND NOTES1
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
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 DAVEY
RESOURCE GROUP WETLAND MAP DELINEATION
7/31/2022 .
PRELIMINARY DISTURBED AREA = 44.36 ACRES
TOTAL DISTURBED AREA =77.76 ACRES
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
INLET PROTECTION
DANDY SACK INLET PROTECTION
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
RO
A
D
M
(5
0
'
P
.
U
.
E
.
)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
RO
A
D
P
(5
0
'
P
.
U
.
E
.
)
ROAD P
(50' P.U.E.)
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LODSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
26
27
30
3536
35
30
26
40
35
30
26
30
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
OVERALL 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.
CLEAN WATER DIVERSION
AND WATTLES TO REMAIN IN
PLACE UNTIL FUTURE PHASES
OVERALL LIMIT OF
DISTRURBANCE
(SF 3)
SEE DETAIL 1; CE-501
(SF 3)
SEE DETAIL 1; CE-501
(SF 3)
SEE DETAIL 1; CE-501
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
40
39
41
40
O-5
INV.=26.87 O-5.1
INV.=30.72 O-6
INV.=28.87
60"
R
C
P
(54
L
F
@
0
.
5
0
%
)
42"
R
C
P
(60
L
F
@
0
.
5
0
%
)
60"
R
C
P
(71
L
F
@
0
.
5
0
%
)
CULVERT 3
36" RCP
(82LF @ 0.11%)
INV. 34.44'
INV. 34.35'
INLET PROTECTION (TYP.)
(SEE DETAIL 4/CE-501 -
2/CE-504)
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
36" RCP
(82LF @ 0.11%)
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
LEGEND AND NOTES1LEGEND AND NOTES1
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
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 DAVEY
RESOURCE GROUP WETLAND MAP DELINEATION
7/31/2022 .
PRELIMINARY DISTURBED AREA = 44.36 ACRES
TOTAL DISTURBED AREA =77.76 ACRES
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
INLET PROTECTION
DANDY SACK INLET PROTECTION
ROAD L
(50' P.U.E.)
ROAD N
(50' P.U.E.)
ROAD O
(50' P.U.E.)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
LOD LOD LOD LOD LOD LOD LOD LOD 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
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 SF
S
F
SFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF SF SF SF SF SF SF
SF
SF
S
F
S
F
S
F
S
F
35 36 37 38 39
35 36
37 38 39
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
OVERALL LIMITS OF DISTURBANCE
SEE DETAIL 1; CE-501
CLEAN WATER DIVERSION
AND WATTLES TO REMAIN IN
PLACE UNTIL FUTURE PHASES
FEEDER TO ISLAND CREEK
(SF)
SEE DETAIL 1; CE-501
(SF 4)
SEE DETAIL 1; CE-501
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
3939
40
40
39
39
40
41
41
41
39
O-7
INV.=30.69
O-7.1
INV.=31.53
42
"
R
C
P
(4
3
L
F
@
0
.
5
0
%
)
48" RC
P
(79LF
@
0
.
5
0
%
)
24" RCP
(51LF @ 0.17%)
24" RCP
(51LF @ 0.17%)
30" RCP
(52LF @ 0.14%)
30" RCP
(51LF @ 0.14%)
INV. 36.47'
INV. 36.38'INV. 35.82'
INV. 35.75'
CULVERT 1 CULVERT 2
INLET PROTECTION (TYP.)
(SEE DETAIL 4/CE-501 -
2/CE-504)
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
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-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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
ENLARGED PH-2 EROSION CONTROL2 LEGEND AND NOTES1
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
N
SE
E
S
H
E
E
T
C
E
-
1
0
9
MA
T
C
H
L
I
N
E
SEE SHEET CE-107
MATCHLINE
SEE SHEET CE-110
MATCHLINE
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 DAVEY
RESOURCE GROUP WETLAND MAP DELINEATION
7/31/2022 .
PRELIMINARY DISTURBED AREA = 44.36 ACRES
TOTAL DISTURBED AREA =77.76 ACRES
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
INLET PROTECTION
DANDY SACK INLET PROTECTION
R
O
A
D
J
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
R
O
A
D
K
(
5
0
'
P
.
U
.
E
.
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
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
LOD
LOD
LOD
LOD
LOD
S
F
S
F
S
F
SFSFSFSFSFSF
S
F
S
F
S
F
S
F
S
F
S
F
SF
SF
SF
SF SF SF SF SF SF SF
SFSFSFSFSFSFSF
S
F
S
F
SF
SF SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
35 31
37
34 35 36 37 38 39
TEMPORARY CONSTRUCTION
ENTRANCE
SEE DETAIL 2; CE-501
TEMPORARY
SILT FENCE
DETAIL 1; CE-501
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
OVERALL LIMITS OF DISTURBANCE
(SF)
SEE DETAIL 1; CE-501
(SF 1)
SEE DETAIL 1; CE-501
(SF 1)
SEE DETAIL 1; CE-501(SF 1)
SEE DETAIL 1; CE-501
TEMPORARY CONSTRUCTION
ENTRANCE
SEE DETAIL 2; CE-501
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
41
4
0
3
9
40
40
41
40
39
39
39
41
40
41
41
39
O-8
INV.=32.62
30" RCP
(206LF
@
0
.
5
7
%
)
24"
R
C
P
(40
1
L
F
@
0
.
3
0
%
)
24"
R
C
P
(39
9
L
F
@
0
.
3
0
%
)
INLET PROTECTION (TYP.)
(SEE DETAIL 4/CE-501 -
2/CE-504)
CULVERT 5
INV. 35.66'
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
ENLARGED PH-2 EROSION CONTROL2 LEGEND AND NOTES1
S
E
E
S
H
E
E
T
C
E
-
1
1
0
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C
E
-
1
0
8
MA
T
C
H
L
I
N
E
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
N
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 DAVEY
RESOURCE GROUP WETLAND MAP DELINEATION
7/31/2022 .
PRELIMINARY DISTURBED AREA = 44.36 ACRES
TOTAL DISTURBED AREA =77.76 ACRES
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
INLET PROTECTION
DANDY SACK INLET PROTECTION
R
O
A
D
M
(5
0
'
P
.
U
.
E
.
)
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
LO
D
LOD
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
S
F
SF
35 31
37
34 35 36
37 38 39
SKIMMER AND OUTLET
STRUCTURE (TYP.)
SEE DETAIL 5; CE-502
OVERALL LIMITS OF DISTURBANCE
INLET PROTECTION (TYP.)
(SEE DETAIL 4/CE-501 -
2/CE-504)
(SF 1)
SEE DETAIL 1; CE-501
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
41
41
41
41
40
41
40
INV.=32.62
O-7
INV.=30.69
O-7.1
INV.=31.53
42
"
R
C
P
(4
3
L
F
@
0
.
5
0
%
)
48" RC
P
(79LF
@
0
.
5
0
%
)
24"
R
C
P
(40
1
L
F
@
0
.
3
0
%
)
24"
R
C
P
(39
9
L
F
@
0
.
3
0
%
)
24" RCP
(32LF @ 0.30%)
24" RCP
(31LF @ 0.30%)
24" RCP
(51LF @ 0.17%)
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
CULVERT 5
INV. 35.66'
INV. 36.97'
AMENITY POND
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
ENLARGED PH-2 EROSION CONTROL2 LEGEND AND NOTES1
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
0
9
M
A
T
C
H
L
I
N
E
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 DAVEY
RESOURCE GROUP WETLAND MAP DELINEATION
7/31/2022 .
PRELIMINARY DISTURBED AREA = 44.36 ACRES
TOTAL DISTURBED AREA =77.76 ACRES
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
INLET PROTECTION
DANDY SACK INLET PROTECTION
CURVE TABLE
CURVE
C20
C19
C18
C14
C15
RADIUS
139.14'
470.00'
420.00'
100.00'
365.00'
LENGTH
24.73'
11.46'
433.21'
18.03'
573.34'
TANGENT
12.40'
5.73'
238.10'
9.04'
365.00'
BEARING
S70°55'52"W
N36°15'56"E
N66°30'47"E
N70°29'18"E
S38°56'16"E
CHORD
24.70'
11.46'
414.26'
18.00'
516.19'
DELTA ∆
10°10'59"
1°23'49"
59°05'54"
10°19'46"
90°00'00"
E
D
N
A
B
U
C
K
D
R
I
V
E
6
0
'
R
I
G
H
T
O
F
W
A
Y
OUT PARCEL
±5 ACRES
PH
A
S
E
3
PH
A
S
E
2
ROAD M
(50' P.U.E.)
R
O
A
D
J
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD I
(50' P.U.E.)
ROAD B
(50' PRI
V
A
T
E
R
/
W
)
R
O
A
D
J
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD C
(50' PRI
V
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
.
U
.
E
.
)
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
/
W
)
ROAD L
(50' P.U.E.)
R
O
A
D
M
(5
0
'
P
.
U
.
E
.
)
RO
A
D
M
(5
0
'
P
.
U
.
E
.
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
ROAD N
(50' P.U.E.)
ROAD O
(50' P.U.E.)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
RO
A
D
P
(5
0
'
P
.
U
.
E
.
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD P
(50' P.U.E.)
(TIE)
PHASE 2
(TIE)
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
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
289
290
291
292
293
294
295296297298299300
301
302
303
304
305
306
307
308 309 310 311 312 313 314
315
316
317318319320321322
323 324 325 326 327 328 329 330 331 332 333
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
374
375
376
377
378379
380
381
382
383
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
416417418419420421422423
424425426427428429430
431 432 433 434 435 436 437
438 439 440 441 442 443 444 445
446447448449450451452453454455456457458459460461
462
463
464
465
466
467
468
469
470
471
472 473 474 475
476 477 478 479 480
N06°03'44"E 132.78'
N51°03'44"E 25.46'
N06°03'44"E 50.00'
N40°34'28"W 24.76'
N51°03'44"E 25.46'
N06°03'44"E 50.00'
N40°34'28"W 24.76'
N0
6
°
0
3
'
4
4
"
E
1
7
3
.
0
0
'
S83°56'16"E 120.
0
0
'
S0
6
°
0
3
'
4
4
"
W
1
9
0
.
0
0
'
N06°03'44"E 120.00'
S06°03'44"W 120.00'
S83°56'16"E 40.00
'
N0
6
°
0
3
'
4
4
"
E
4
3
0
.
0
0
'
S83°56'16"E 120.00'
N06°03'44"E 45.44'
N83°56'16"W 120.00'
N06°03'44"E 120.00'
N83°56'16"W 70.00'
N06°03'44"E 120.00'
N83°56'16"W 76.6
4
'
N53°02'10"W 50.00'
N29°50'50"W 38.15'
N14°20'49"W 160.00'
N22°01'14"W 50.04'
C14
S75°39'11"W 20.00'
N
1
4
°
2
0
'
4
9
"
W
4
6
0
.
9
7
'
S
1
4
°
1
6
'
3
7
"
E
2
4
8
.
6
0
'
S08°22'48"E 70.84'
S03°12'34"W 50.06'
S06°04'30"W 70.00'
S83°56'16"E 393.
3
4
'
C
1
5
S0
6
°
0
3
'
4
4
"
W
1
0
9
.
9
2
'
S83°56'16"E 120.00'
S06°03'44"W 60.00'
N83°56'16"W 120.00'
S0
6
°
0
3
'
4
4
"
W
2
2
2
.
0
0
'
S38°56'15"E 25.46'
S06°03'41"W 50.00'
S51°03'44"W 25.46'
S06°03'44"W 711.22'
N83°56'16"W 1783
.
8
3
'
N75°51'40
"
E
9
6
1
.
8
7
'
C18
C19
C20
N0
6
°
0
3
'
4
4
"
E
2
0
5
.
0
0
'
S83°56'16"E 46.64
'
S83°56'16"E 360.0
0
'
N5
4
°
2
5
'
5
9
"
W
9
9
.
6
3
'
N75°39'11"E 45.00'
OVERALL SITE PLAN2
CS-100
20
1"=150'
N/A
OVERALL SITE PLAN
NOTES:
THERE ARE NO WETLANDS LOCATED WITHIN THE STORMWATER
PROJECT BOUNDARY. THERE ARE NO SURFACE WATERS MEETING
THE CRITERIA DEFINED BY 15A NCAC 02H .1019 (6)(b) WITHIN THE
STORMWATER PROJECT BOUNDARY. THIS IS BASED UPON THE
JURISDICTIONAL DETERMINATION ISSUED FOR THE ENTIRE TRACT
(PHASES 1-3) FOR THIS PROJECT, SAW-2019-02224.
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
LEGEND AND NOTES1
KEY MAP
SCALE: NTS
0
SCALE: 1"=150' (Horiz.)
300'150'150'
N/F
PARCEL ID: RO1900-001-010-002
COHAN JASON ERIN
ZONING: R-15
N/F
PARCEL ID: RO1200-002-003-000
SIDEBURY LAND & TIMBER LLC
ZONING: R-15
N/F
PARCEL ID: RO1900-001-011-000
HARBOWY HELEN C ETAL
ZONING: R-15
STORMWATER
MANAGEMENT AREA (TYP.)
SCM
POND 5 SCM
POND 6
SCM
POND 7
PHASE LINE (TYP.)
20' PERIPHERY
SETBACK (TYP.)
20' PERIPHERY
SETBACK (TYP.)
SCM
POND 8
AMENITY
POND 9
50' DRAINAGE EASEMENT
50' DRAINAGE EASEMENT
50' DRAINAGE EASEMENT
30' DRAINAGE EASEMENT
50' DRAINAGE EASEMENT
N/F
RMP SIDBURY ROAD LLC
DEED BOOK 5617 PAGE
442
MAP BOOK 20 PAGE 89
N/F
CORBETT INDUSTRIES
INC.
DEED BOOK 5578 PAGE
338
N/F
NC DEPT OF
TRANSPORTATION
DEED BOOK 3099 PAGE 344
N/F
RMP SIDBURY ROAD LLC
DEED BOOK 5617 PAGE
442
MAP BOOK 15 PAGE 27
N/F
PARCEL ID: RO1900-001-010-003
COHAN JASON ERIN
ZONING: R-15
N/F
PARCEL ID: RO1900-001-010-004
NORRIS DON W FRANCES M
ZONING: R-15
N/F
PARCEL ID: RO1900-001-010-006
STEED PERRY C ELIZABETH
ZONING: R-15
N/F
PARCEL ID: RO1900-001-010-005
NORRIS DON W FRANCES M
ZONING: R-15
50' DRAINAGE EASEMENT
50' DRAINAGE EASEMENT
WATERS OF THE US (TYP) -
IMPACTS TO BE PERMITTED
SIDBURY STATION PHASE 1
- PREVIOUSLY PERMITTED
FUTURE SIDBURY
STATION PHASE 3
SIDBURY STATION
FUTURE PHASE 3
SIDBURY STATION PHASE 1
- PREVIOUSLY PERMITTED
VICINITY MAP
NOT TO SCALE
SIDBUR
Y
R
D
.
CR
O
O
K
E
D
P
I
N
E
R
D
.
MA
R
K
E
T
S
T
.
I-140
N
.
C
O
L
L
E
G
E
R
D
.
BL
U
E
C
L
A
Y
R
D
.
I
-
4
0
SI
D
B
U
R
Y
R
D
.
PROJECT SITE
WATERS OF THE US (TYP) -
IMPACTS TO BE PERMITTED
PUMP STATION
ROAD M
(50' P.U.E.)
ROAD I
(50' P.U.E.)
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
N83° 56' 16.13"W
693.639
N83° 56' 16.13"W
568.639
L =1 9 6 .
SU
R
V
E
Y
L
I
M
I
T
S
IPF (DISTURBED
)
0.73' OFF LINE
IPF N/F
CORBETT INDUS
T
R
I
E
S
I
N
C
.
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
E
EA
S
E
M
E
N
T
10
'
EXISTING
AMENITY POND
10
'
U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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'
RO
A
D
M
(5
0
'
P
.
U
.
E
.
)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
RO
A
D
P
(5
0
'
P
.
U
.
E
.
)
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' P.U.E.)
IPF (DISTURBED
)
0.40' OFF LINEN/F
CORBETT INDUS
T
R
I
E
S
I
N
C
.
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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'
FU
T
U
R
E
S
I
D
B
U
R
Y
S
T
A
T
I
O
N
P
H
A
S
E
3
ROAD L
(50' P.U.E.)
ROAD N
(50' P.U.E.)
ROAD O
(50' P.U.E.)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
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
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
S
-
1
0
4
MA
T
C
H
L
I
N
E
SEE SHEET CS-102
MATCHLINE
KEY MAP
SCALE: NTS
0
SCALE: 1"=50' (Horiz.)
100'50'50'
SEE SHEET CS-105
MATCHLINE
FU
T
U
R
E
S
I
D
B
U
R
Y
S
T
A
T
I
O
N
P
H
A
S
E
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
.
U
.
E
.
)
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
SU
R
V
E
Y
L
I
M
I
T
S
STORM PIPE
BURIED
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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'
R
O
A
D
M
(5
0
'
P
.
U
.
E
.
)
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
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
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
)
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
CURVE DATA2 LEGEND AND NOTES1
CS-106
26
NA
N/A
CURVE DATA
ROAD M
(50' P.U.E.)
R
O
A
D
J
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD I
(50' P.U.E.)
ROAD B
(50' PRI
V
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
.
U
.
E
.
)
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' P.U.E.)
R
O
A
D
M
(5
0
'
P
.
U
.
E
.
)
RO
A
D
M
(5
0
'
P
.
U
.
E
.
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
ROAD N
(50' P.U.E.)
ROAD O
(50' P.U.E.)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
RO
A
D
P
(5
0
'
P
.
U
.
E
.
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD P
(50' P.U.E.)
353436373839
39
40 39
38
39
40
3940
4039
39
38
39
4039
39
3938
3938
38
39
3938
40
4039
37
40
3939
40
41
40
40
39
38
40
40
39
2627
40
40
39
4
0
40
41
41
40
40
39
40
40
40
39
37
41
40
41
41
40
41
4
041
4
0
40 38
39 40
41
40
39
39
40
4
0
3838
3838
3
8
39
39
40
393532333436
35
323334 36
3738
3935323334363738
35
323334 363738
35
353333343436
36
37
3738
3839
3535 40343436
36
37
37 38
3839
3535 40343436
36
37
3738
3839
3535 403636
37
3738
3839
4
0
41
40
39
3
9
39
40
40
40
40
40
40
40
41
41
41 41
4
1
39
4
0
4
0
40
4
0
4
1
3
9
4
1
4039
40
30
35
40
28
29
31
32
33
34
36
37
38
39
3
0
3
5
40
2
8
2
9
3
1
3
2
3
3
3
4
3
6
3
6
3
6
37
38
39
30
35
26
27
28
29
31
32
33
34
36
30
35
272829 31323334 36
30 35 402728293132333436373839
30 35 40293132333436373839
30
35
40
26
27
28
29
31
32
33
34
36
37
38
39
35
31323334
36
37
35
323334
36
37
35 3132333436373839
3
5
3
1
3
2
3
3
3
4
3
6
3
7
3
8
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
(TIE)
ACE 26
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
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
EXISTING SIDBURY
STATION PHASE 1 FUTURE SIDBURY
STATION PHASE 3
MATCHLINE
ROAD M
(50' P.U.E.)
ROAD I
(50' P.U.E.)
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
252
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
33339
40
39
38
39
4040
39
39
38
39
39
39
39
38
39 38
38
39
39
38
40
39
37
38
38
3838
3
8
39
39
40
39
35
32 33 34
36
35
32 33 34
36
37 38
39
35
32 33 34
36 37 38
35
32 33 34
36 37 38
15" HP
(24LF @ -0.50%)
15" HP
(144LF @ 0.50%)
24" HP
(142LF @ 0.50%)
2-12" HP
(32LF @ 0.30%)
30" HP
(324LF @ 0.50%)
42" HP
(118LF @ 0.30%)
15" HP
(24LF @ 0.30%)15" HP
(24LF @ 1.00%)
15" HP
(24LF @ -1.00%)
CB-5-11
RIM=37.87
CB-5-11.1
RIM=37.87
CB-5-10
RIM=37.77
CB-5-9.2
RIM=37.77
CB-5-9
RIM=38.30
CB-5-9.1
RIM=38.18
CB-5-15
RIM=37.81
CB-5-15.1
RIM=37.81
CB-5-16
RIM=37.70
CB-5-16.1
RIM=37.71
CB-5-17.1
RIM=37.75
CB-5-17
RIM=37.75
PROJECT BOUNDARY
EXISTING
PHASE 1
POND 4
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
24" HP
(141LF @ 0.30%)
30" HP
(393LF @ 0.30%)
CB-5-8
RIM=37.88
INV.=30.60
CULVERT 4
2 - 48" HP
(101LF @ -0.10%)
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
INV.=30.50
2-12" HP
(120LF @ 0.28%)
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
RO
A
D
M
(5
0
'
P
.
U
.
E
.
)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
RO
A
D
P
(5
0
'
P
.
U
.
E
.
)
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' P.U.E.)
SCM POND 5
SCM POND 6
39
40
40
40
40
40
39
2627
40
40
39
4
0
40
41
41
35
35
3333
34
34
36
36
37
37 38
38 39
35
35
40
34
34
36
36
37
37 38
38 39
35
35
40
3434
36
36
37
37 38
38 39
35
35
40
36
36
37
37 38
38 39
4
0
41
40
3
9
30
35
40
28
29
31
32
33
34
36
37
38
39
3
0
3
5
40
2
8
2
9
3
1
3
2
3
3
3
4
3
6
3
6
3
6
37
38
39
30
35
26
27
28
29
31
32
33
34
3
6
30
35
27 28 29 31 32 33 34 36
30
35
40
26
27
28
29
31
32
33
34
36
37
38
39
15" HP
(46LF @ -0.30%)
48" HP
(54LF @ 0.50%)
48
"
H
P
(8
2
L
F
@
0
.
5
0
%
)
42" HP
(23LF @ 0.30%)
48" HP
(288LF @ 0.50%)
42" HP
(24LF @ 0.30%)
60" HP
(140LF @ 0.50%)
60"
H
P
(54
L
F
@
0
.
5
0
%
)
36
"
H
P
(1
4
5
L
F
@
0
.
5
0
%
)
15" HP
(24LF @ 0.99%)
24
"
H
P
(3
3
7
L
F
@
-
0
.
5
0
%
)
15" HP
(24LF @ -1.00%)
24
"
H
P
(1
8
6
L
F
@
-
0
.
4
9
%
)
15" HP
(24LF @ 1.00%)
24" HP
(200LF @ 0.40%)
15" HP
(26LF @ 0.50%)
15" HP
(122LF @ 0.50%)
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
.
4
9
%
)
60" HP
(159LF @ 0.50%)
60"
H
P
(71
L
F
@
0
.
5
0
%
)
48
"
H
P
(1
1
7
L
F
@
1
.
0
5
%
)
15" HP
(25LF @ 1.00%)
CB-5-7.1
RIM=37.71
CB-5-7
RIM=37.70
CB-5-5
RIM=37.94
CB-5-7.3
RIM=37.93
CB-5-3
RIM=38.89
CB-5-14
RIM=38.42
CB-5-12
RIM=38.46
CB-5-2
RIM=38.46
JB-5-1
RIM=42.32
CB-5-24.1
RIM=38.62
CB-5-24
RIM=38.65
CB-5-25.1
RIM=38.75
CB-5-25
RIM=38.76
CB-5-26.1
RIM=38.03
CB-5-26
RIM=38.06
JB-6-5
RIM=39.37
CB-6-6
RIM=38.83
CB-6-6.1
RIM=38.84
CB-6-4
RIM=38.85
CB-6-4.1
RIM=38.85
CB-6-3.1
RIM=39.53
CB-6-3
RIM=39.54
CB-6-2
RIM=39.18
JB-6-1
RIM=39.60
CB-6-8.1
RIM=38.73
RIM=38.78
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
2 - 24" HP
(51LF @ 0.30%)
24" HP
(211LF @ 0.30%)
24" HP
(279LF @ 0.30%)
24" HP
(215LF @ 0.30%)
24" HP
(283LF @ 0.30%)
CB-5-6
RIM=37.85
48" HP
(53LF @ 0.50%)
15" HP
(24LF @ 0.50%)
CB-6-7
RIM=38.47
CB-6-7.1
RIM=38.16
Structure - (306)
RIM=39.18
Structure - (307)
RIM=39.25
15" HP
(26LF @ 1.00%)
CB-6-2.1
RIM=39.19
JB-5-7.2
RIM=37.78
15" HP
(41LF @ -0.30%)
JB-5-13
RIM=38.89
42" HP
(287LF @ 0.30%)
JB-5-23
RIM=40.06
42" HP
(140LF @ 0.50%)
OUTLET STRUCTURE
(SEE SHEET CN-501)
OUTLET STRUCTURE
(SEE SHEET CN-502)
CULVERT 3
2-36" HP
(82LF @ 0.11%)
INV.=34.35
42"
H
P
(60
L
F
@
0
.
5
0
%
)
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
O-5.1
INV.=30.72
O-5
INV.=26.87 O-6
INV.=28.87
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502 INV.=34.44
EMERGENCY SPILLWAY
(SEE SHEET CN-501)
EMERGENCY SPILLWAY
(SEE SHEET CN-502)
CB-5-4
RIM=38.34
48
"
H
P
(9
7
L
F
@
0
.
5
0
%
)
24" HP
(24LF @ 0.30%)
INV.=34.43'
INV.=34.60'
36
"
H
P
(1
4
7
L
F
@
0
.
4
8
%
)
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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'
FU
T
U
R
E
S
I
D
B
U
R
Y
S
T
A
T
I
O
N
P
H
A
S
E
3
ROAD L
(50' P.U.E.)
ROAD N
(50' P.U.E.)
ROAD O
(50' P.U.E.)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
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
SCM POND 7
39
39
40
41
40
39
38
40
40
40
39
40
40
40
39
37
41
40
41
41
40
39
3
9
39
40
4040
40
40
4040
41
41
30
35
40
27 28 29 31 32 33 34 36 37 38 39
30
35
40
29 31 32 33 34
36
37
38 39
30" HP
(54LF @ 0.50%)
36
"
H
P
(9
6
L
F
@
0
.
5
0
%
)
36
"
H
P
(1
4
5
L
F
@
0
.
5
0
%
)
15" HP
(27LF @ 1.00%)
24" HP
(68LF @ 0.50%)
18" HP
(24LF @ 1.00%)
18" HP
(30LF @ 1.00%)18" HP
(24LF @ 1.00%)
24" HP
(95LF @ 0.50%)
15" HP
(54LF @ -1.00%)
15" HP
(24LF @ -1.00%)
30" HP
(29LF @ 0.50%)
48
"
H
P
(1
1
7
L
F
@
1
.
0
5
%
)
15" HP
(25LF @ 1.00%)
48" HP
(31LF @ 0.50%)
36" HP
(79LF @ 1.91%)
36" HP
(46LF @ 0.50%)
18" HP
(24LF @ 1.00%)
15" HP
(29LF @ 1.00%)
36" HP
(213LF @ 0.50%)
15" HP
(26LF @ 1.00%)
36" HP
(32LF @ 0.50%)
30" HP
(117LF @ 0.50%)
15" HP
(45LF @ 0.50%)
24" HP
(24LF @ 1.00%)
24" HP
(25LF @ 0.50%)
30"
H
P
(17
0
L
F
@
0
.
4
0
%
)
18" HP
(25LF @ 1.00%)18" HP
(46LF @ 1.00%)
30" HP
(334LF @ 0.49%)36" HP
(56LF @ 0.50%)
48" HP
(79LF
@
0
.
5
0
%
)
15" HP
(26LF @ 1.00%)
36
"
H
P
(1
9
7
L
F
@
0
.
5
0
%
)
15" HP
(24LF @ 0.50%)
24" HP
(242LF @ 1.17%)
CB-5-18.1
RIM=37.90
CB-5-18
RIM=37.95
CB-5-18.2
RIM=37.84
CB-5-18.3
RIM=37.84
CB-5-30
RIM=37.76
CB-5-30.1
RIM=37.76
JB-5-28
RIM=38.24
CB-5-29
RIM=38.75
CB-5-29.1
RIM=38.74
CB-6-8.1
RIM=38.73
CB-6-8
RIM=38.78
JB-6-9
RIM=38.82
CB-6-12
RIM=38.67
CB-6-12.1
RIM=38.65
CB-6-10
RIM=38.21
CB-6-10.1
RIM=38.21
CB-6-13.1
RIM=39.69
CB-6-13
RIM=39.69
JB-6-14
RIM=39.88
CB-6-14.1
RIM=40.03
CB-6-16
RIM=38.40
CB-6-16.1
RIM=38.40
CB-7-19
RIM=39.33
CB-7-19.1
RIM=39.23
CB-7-19.2
RIM=39.25CB-7-18
RIM=39.91
CB-7-18.1
RIM=39.85
CB-7-18.2
RIM=39.87
CB-7-16
RIM=39.41
CB-7-22
RIM=39.30
CB-7-21
RIM=39.31
CB-7-11
RIM=39.78
CB-7-10
RIM=40.00
CB-7-1
RIM=38.95
CB-7-1.1
RIM=38.95
JB-7-2
RIM=39.82
JB-5-20
RIM=39.87
CB-5-22
RIM=38.72
CB-5-22.1
RIM=38.72
CB-5-19
RIM=38.07
CB-6-11.1
RIM=38.34
15" HP
(24LF @ 1.00%)
CB-6-11
RIM=38.34
24" HP
(61LF @ 1.00%)
15" HP
(24LF @ 0.50%)
CB-5-27.1
RIM=38.11
CB-5-27
RIM=38.09
15" HP
(23LF @ 1.00%)
CB-5-19.1
RIM=38.03
24" HP
(144LF @ 1.00%)
15" HP
(24LF @ 1.00%)
CB-5-21
RIM=39.07
CB-5-21.1
RIM=39.10
CB-6-15.1
RIM=38.83
15" HP
(24LF @ 0.50%)
CB-6-15
RIM=38.78
36
"
H
P
(1
2
3
L
F
@
2
.
1
3
%
)
CB-7-9
RIM=39.31
15" HP
(26LF @ 1.03%)
CB-7-9.1
RIM=39.32
15" HP
(127LF @ 1.00%)
15" HP
(26LF @ 0.50%)
CB-7-17.1
RIM=39.84
CB-7-17
RIM=39.84
1
5
"
H
P
(
7
5
L
F
@
1
.
2
5
%
)
15" HP
(26LF @ 0.50%)
CB-7-20.1
RIM=39.46
CB-7-20
RIM=39.45
24" HP
(33LF @ 0.30%)
42" HP
(144LF @ 0.50%)
JB-7-15
RIM=40.51
42" HP
(73LF @ 0.50%)
JB-7-14
RIM=40.63
42" HP
(43LF @ 0.50%)
OUTLET STRUCTURE
(SEE SHEET CN-503)
CULVERT 2
2 - 30" RCP CLASS V
(51LF @ 0.14%)
CULVERT 1
2 - 24" RCP CLASS V
(51LF @ 0.17%)
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
O-7.1
INV.=31.53
O-7
INV.=30.69
EMERGENCY SPILLWAY
(SEE SHEET CN-503)
24" HP
(121LF @ 0.96%)
36" HP
(142LF @ 0.50%)
INV.=36.24'
INV.=35.82'
INV.=35.75'
24" HP
(47LF @ 0.50%)
INV.=36.47'
INV.=36.38'
HEAD WALL
(SEE DETAIL 1/CG-505)
HEAD WALL
(SEE DETAIL 1/CG-505)
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
FU
T
U
R
E
S
I
D
B
U
R
Y
S
T
A
T
I
O
N
P
H
A
S
E
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
.
U
.
E
.
)
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
247
SCM POND 8
40
40
41
4
0
40
38
39
40
41
40
39
39
40
41
41
4
0
4
0
4
0
4
1
3
9
4
1
40
39
40
35
31
32
33
34
36
37
35
32
33
34
36
37
35
313233343637
3839
3
5
3
1
3
2
3
3
3
4
3
6
3
7
3
8
36" HP
(170LF @ 0.50%)
15" HP
(26LF @ 1.00%)
15" HP
(26LF @ 1.00%)15" H
P
(164
L
F
@
0
.
5
0
%
)
15"
H
P
(13
4
L
F
@
0
.
5
0
%
)
15" HP
(26LF @ -0.50%)
CB-7-13.1
RIM=39.14
CB-7-3
RIM=39.05
CB-7-4
RIM=38.74
CB-7-4.1
RIM=38.73
CB-7-6
RIM=39.18
CB-7-6.1
RIM=39.17
JB-7-7
RIM=39.72
CB-7-8
RIM=39.32
CB-7-8.1
RIM=39.30
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
CULVERT 5
2 - 24" HP
(401LF @ 0.30%)
CB-8-3.1
RIM=38.17
1
8
"
H
P
(
2
4
L
F
@
0
.
5
0
%
)
CB-8-3
RIM=38.17
24
"
H
P
(7
6
L
F
@
0
.
3
0
%
)
JB-8-2
RIM=39.25
3
0
"
H
P
(
7
6
L
F
@
0
.
3
0
%
)
JB-8-1
RIM=39.15
30" HP
(206LF
@
0
.
5
7
%
)
1
5
"
H
P
(
9
4
L
F
@
-
1
.
2
2
%
)
CB-8-4.1
RIM=38.92
CB-8-4
RIM=38.91
15" HP
(24LF @ -0.50%)
24" HP
(55LF @ 0.50%)
CB-7-5
RIM=38.84
OUTLET STRUCTURE
(SEE DETAIL CN-504)
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
O-8
INV.=32.62
EMERGENCY SPILLWAY
(SEE SHEET CN-504)
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
12
"
H
P
(2
9
L
F
@
0
.
3
0
%
)
18" HP
(111LF
@
0
.
5
0
%
)
36" HP
(136LF @ 0.50%)
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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'
R
O
A
D
M
(5
0
'
P
.
U
.
E
.
)
463
464
465
466
467
468
469
470
471
472 473 474 475
476 477
478 479
AMENITY
POND 9
SCM POND 8
35 3436373839
41
41
41
40
41
4
0
41
4
1
39
4
0
30
35
40
29 31 32 33 34 36
37
38 39
35
31
32
33
34
36
37
35
34
36
37
35
313233343637
3839
3
5
3
1
3
2
3
3
3
4
3
6
3
7
3
8
15" HP
(60LF @ -0.47%)
15" HP
(24LF @ 0.50%)
18" HP
(117LF @ -0.50%)
30" HP
(54LF @ 0.50%)
36
"
H
P
(9
6
L
F
@
0
.
5
0
%
)
48" HP
(79LF
@
0
.
5
0
%
)
15" HP
(26LF @ 1.00%)
CB-7-11
RIM=39.78
JB-7-12
RIM=39.31
CB-7-13
RIM=39.14
CB-7-13.1
RIM=39.14
CB-7-10
RIM=40.00
CB-7-1
RIM=38.95
CB-7-1.1
RIM=38.95
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
)
CULVERT 5
2 - 24" HP
(401LF @ 0.30%)
CULVERT 5
2 - 24" HP
(31LF @ 0.30%)
36
"
H
P
(1
2
3
L
F
@
2
.
1
3
%
)
CB-7-9
RIM=39.31
15" HP
(26LF @ 1.03%)
CB-7-9.1
RIM=39.32
(127LF @ 1.00%)
15" HP
(26LF @ 0.50%)
CB-7-17.1
RIM=39.84
CB-7-17
RIM=39.84
Structure - (305)
RIM=40.61
Structure - (304)
RIM=40.62
JB-7-14
RIM=40.63
42" HP
(43LF @ 0.50%)
OUTLET STRUCTURE
(SEE DETAIL CN-504)
INV.=36.97
CULVERT 1
2 - 24" RCP CLASS V
(51LF @ 0.17%)
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
RIPRAP OUTLET
PROTECTION (TYP)
SEE DETAIL 3; CE-502
O-7.1
INV.=31.53
O-7
INV.=30.69
INV.=32.62
12
"
H
P
(2
9
L
F
@
0
.
3
0
%
)
INV.=36.47'
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
(TIE)
ROAD M
(50' P.U.E.)
R
O
A
D
J
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD I
(50' P.U.E.)
ROAD B
(50' PRI
V
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
.
U
.
E
.
)
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' P.U.E.)
R
O
A
D
M
(5
0
'
P
.
U
.
E
.
)
RO
A
D
M
(5
0
'
P
.
U
.
E
.
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
ROAD N
(50' P.U.E.)
ROAD O
(50' P.U.E.)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
RO
A
D
P
(5
0
'
P
.
U
.
E
.
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD P
(50' P.U.E.)
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
289
290
291
292
293
294
295296297298299
300
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
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
416417418419420421422423
424425426427428429430
431 432 433 434 435 436 437
438 439 440 441 442 443 444 445
446447448449450451452453
454455456457458459460461
462
463
464
465
466
467
468
469
470
471
472 473 474 475
476 477
478 479 480
CU-100
33
1"=150'
N/A
OVERALL 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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
OVERALL UTILITY PLAN2 LEGEND AND NOTES1
0
SCALE: 1"=150' (Horiz.)
300'150'150'
CU-701
CU-702 CU-703
CU-703
CU-704
CU-705
CU-705 CU-706
CU-707
PROPOSED PUBLIC 8" PVC
C-900 WATER MAIN (TYP.)
BLOWOFF ASSEMBLY
(TYP.)
KEY MAP
SCALE: NTS
PROPOSED PUBLIC 6" PVC
C-900 WATER MAIN (TYP.)
PROPOSED PUBLIC 6" PVC
C-900 WATER MAIN (TYP.)
FIRE HYDRANT
ASSEMBLY
PROPOSED PUBLIC 2" 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.)
REMOVE BLOW-OFF
ASSEMBLY AND TIE TO
EXISTING 8" WATER MAIN
REMOVE BLOW-OFF
ASSEMBLY AND TIE TO
EXISTING 8" WATER MAIN
BLOW-OFF ASSEMBLY
FOR FUTURE CONNECTION
(TYP.)
BLOW-OFF ASSEMBLY
FOR FUTURE CONNECTION
(TYP.)
BLOW-OFF ASSEMBLY
FOR FUTURE CONNECTION
(TYP.)
PROPOSED PUBLIC
PUMP STATION
BLOW-OFF ASSEMBLY
FOR FUTURE CONNECTION
(TYP.)
PROPOSED PUBLIC 8" PVC
C-900 GRAVITY SEWER (TYP.)
PROPOSED PUBLIC 6" PVC
C-900 WATER MAIN (TYP.)
PROPOSED PUBLIC 8" PVC
C-900 WATER MAIN (TYP.)
PROPOSED PUBLIC 6" PVC
C-900 WATER MAIN (TYP.)
REMOVE BLOW-OFF
ASSEMBLY AND TIE TO
EXISTING 10" WATER MAIN
REMOVE PLUG AND TIE TO
EXISTING 8" FORCE MAIN
BLOWOFF ASSEMBLY
(TYP.)
CU-707
CU-708
CU-708
CU-709
CU-709
CU-710
CU-711
CU-712
CU-713
NOTE:
ALL WATER MAINS TO BE INSTALLED WITH MINIMUM
COVER OF 3' AND MAXIMUM COVER OF 5' UNLESS
OTHERWISE INDICATED.
ROAD M
(50' P.U.E.)
ROAD I
(50' P.U.E.)
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
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 BLOW-OFF ASSEMBLY
AND TIE TO EXISTING 8"
WATER MAIN.
PROPOSED 8" PVC
C-900 WATER MAIN
(TYP.)
(1) 8"x6" REDUCER
(1) 6" GATE VALVE
10' UTILITY EASEMENT
REMOVE BLOW-OFF ASSEMBLY
AND TIE TO EXISTING 6"
WATER MAIN.
PHASE LINE
10' UTILITY EASEMENT
50' R/W
50' R/W
PROPOSED 6" PVC
C-900 WATER MAIN
(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
SSMH-65
RIM 38.00
SSMH-69
RIM 38.01
SSMH-70
RIM 38.03
SSMH-64
RIM 38.55
SSMH-63
RIM 38.02
8" C-900 372.56'
8" C-900 121.91'
8" C-900 69.17'
8" C-900 139.50'8" C-900 345.00'
10' UTILITY EASEMENT
10' UTILITY EASEMENT
50' DRAINAGE
EASEMENT
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
IPF (DISTURBED
)
RO
A
D
M
(5
0
'
P
.
U
.
E
.
)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
RO
A
D
P
(5
0
'
P
.
U
.
E
.
)
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' P.U.E.)
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
SS SS SSSSSSSS
(1) 6" MJ TEE
(2) 6" GATE VALVE
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" GATE VALVE
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 5
SCM POND 6
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-86
RIM 39.35
SSMH-67
RIM 38.10
SSMH-68
RIM 38.97
SSMH-71
RIM 38.99
SSMH-84
RIM 38.25
SSMH-83
RIM 39.35
SSMH-88 (5' MH)
RIM 39.98
SSMH-87
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
3
8
5
.
0
0
'
8"
C
-
9
0
0
3
9
2
.
5
7
'
8"
C
-
9
0
0
3
9
2
.
6
5
'
8" C-900 100.52'
PH
A
S
E
2
FU
T
U
R
E
P
H
A
S
E
3
50' DRAINAGE
EASEMENT
10' UTILITY
EASEMENT
SSMH-85
RIM 39.04
8" C-900 340.52'
10' UTILITY
EASEMENT
EASEMENT
50' DRAINAGE
EASEMENT
40' DRAINAGE
EASEMENT
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
ROAD L
(50' P.U.E.)
ROAD N
(50' P.U.E.)
ROAD O
(50' P.U.E.)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
416417418419420421422423424425426427428429430
431 432 433 434 435 436 437 438 439 440 441 442 443 444 445
446447448449450451452453454455456457458459460
476 477
478 479 480
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
2
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
SSSS SS SSSSSS SS SSSSSS SS SSSSSS
SS
SS
SS
SS
SSSS
SSSS
SSSS
S
S
S
S
SSSSSSSSSSSSSSSSSSSS
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
SSSS
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" GATE VALVE
(1) 6" GATE VALVE
(1) 8" MJ CROSS
(1) 8"x6" REDUCER
(1) 8" GATE VALVE
(1) 6" GATE VALVE
FHA (TYP.)
(1) 8"x6" MJ CROSS
(2) 8" GATE VALVE
(2) 6" GATE VALVE
FHA (TYP.)
(1) 8"x6" MJ TEE
(1) 8" GATE VALVE
(1) 6" GATE VALVE
FHA (TYP.)
(1) 6" GATE VALVE
(1) 6" MJ TEE
(1) 6" GATE VALVE
FHA (TYP.)
FHA (TYP.)
(1) 6"x2" MJ TEE
(1) 6" GATE VALVE
(1) 2" GATE VALVE
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTION
(1) 6" MJ TEE
(2) 6" GATE VALVE
(1) 6"x2" MJ TEE
(1) 6" GATE VALVE
(1) 2" GATE VALVE
(1) 8" MJ TEE
(1) 8"x6" REDUCER
(1) 8" GATE VALVE
(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" GATE VALVE
(1) 4" GATE VALVE
FHA (TYP.)
50' DRAINAGE
EASEMENT
SSMH-102
RIM 40.13
SSMH-101
RIM 40.48
SSMH-74 (5' MH)
RIM 39.03
SSMH-80
RIM 38.50
SSMH-100
RIM 39.58
SSMH-76 (5' MH)
RIM 40.06
SSMH-89
RIM 39.47
SSMH-79
RIM 38.44
SSMH-75 (5' MH)
RIM 38.75
SSMH-94 (5' MH)
RIM 40.50
SSMH-81
RIM 39.15
SSMH-73 (5' MH)
RIM 40.06
SSMH-95 (5' MH)
RIM 40.26
SSMH-99
RIM 40.15
SSMH-82 (5' MH)
RIM 39.03SSMH-72
RIM 38.07
SSMH-96
RIM 39.74
SSMH-97
RIM 39.50
SSMH-98
RIM 39.69
SSMH-104
RIM 39.87
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-900 167.71'8" C-900 252.30'8" C-900 267.23'8" C-900 286.37'
8"
C
-
9
0
0
2
9
0
.
0
0
'
8"
C
-
9
0
0
1
0
5
.
5
0
'
8"
C
-
9
0
0
1
8
4
.
8
7
'
8
"
C
-
9
0
0
4
5
.
3
7
'
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
6
.
0
3
'
8"
C
-
9
0
0
9
0
.
4
5
'
8" C-900 301.97'
8" C-900 334.14'
8" C-
9
0
0
9
5
.
7
6
'
SCM POND 7
8" C900 FORCE MAIN FHA (TYP.)
PUMP STATION
SSMH-103
RIM 39.25
8" C-900
1
3
2
.
8
7
'
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
SSMH-78
RIM 38.19
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
SCM POND 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
.
U
.
E
.
)
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
247
10W
10W
10W
10W
10W
10W
10W
10W
10W
10W 8W 8W 8W 8W 8W 8W
2
W
2
W
2
W
SSSSSSSS
SSSS
SSSS
SSSS
S
S
S
S
S
S
S
S
W
W
6W
6W
6W
6
W
6
W
6
W
6
W
6
W
6
W
6
W
6
W
FM
FM
FM
FM
FM
FM FM FM FM FM
50' R/W
50' R/W
PROPOSED 4" PVC
C-900 WATER MAIN
(TYP.)
REMOVE BLOW-OFF ASSEMBLY
AND TIE TO EXISTING 10"
WATER MAIN
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" GATE VALVE
REMOVE BLOW-OFF ASSEMBLY
AND TIE TO EXISTING 6"
WATER MAIN.
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-91
RIM 39.29
SSMH-92
RIM 39.90
SSMH-108
RIM 39.29
SSMH-107
RIM 39.67
SSMH-109
RIM 39.44
SSMH-110
RIM 38.70
SSMH-93
RIM 39.65
SSMH-90
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 8
TIE TO EXISTING
MANHOLE
8" C-900 FORCE MAIN
(TYP.)
REMOVE PLUG AND
TIE TO EXISTING
8" FORCE MAIN
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
SCM POND 8
R
O
A
D
M
(5
0
'
P
.
U
.
E
.
)
463
464
465
466
467
468
469
470
471
472 473 474 475
476 477
478 479
8W
8W
8W
8W
8W
8W
8
W
2
W
2
W
2
W
2
W
2
W
2
W
2
W
2
W
8W
8W
8W
8W 8W 8W 8W 8W 8W 8W
SSSS
SSSSSSSS
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
SSSS
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" GATE VALVE
(1) 4" GATE VALVE
FHA (TYP.)
BLOW OFF ASSEMBLY
(TYP.)
10' UTILITY
EASEMENT
50' DRAINAGE
EASEMENT
SSMH-102
RIM 40.13
SSMH-105
RIM 39.44
SSMH-101
RIM 40.48
SSMH-106
RIM 39.40
SSMH-104
RIM 39.87
8"
C
-
9
0
0
1
8
4
.
8
7
'
8
"
C
-
9
0
0
4
5
.
3
7
'
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 8
SSMH-103
RIM 39.25
8" C-900
1
3
2
.
8
7
'
10' UTILITY
EASEMENT
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD I
(50' P.U.E.)
RO
A
D
M
(5
0
'
P
.
U
.
E
.
)
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
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
SSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
REMOVE BLOW-OFF ASSEMBLY
AND TIE TO EXISTING 6"
WATER MAIN
(1) 6" MJ TEE
(2) 6" GATE VALVE
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.)
CB-5-17
CB-5-17.1
CB-5-16.1
CB-5-16
CB-5-15.1
CB-5-15
CB-5-14
CB-5-3
SSMH-70
8" C900 345.00'
SSMH-69
8" C900 139.50'SSMH-68
EXISTING PHASE 1
PHASE 2
JB-5-13
10' UTILITY EASEMENT
CB-5-4
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
CB
-
5
-
1
7
.
1
ST
A
.
1
8
+
9
0
.
2
7
(1
2
.
1
9
'
R
)
CB
-
5
-
1
7
ST
A
.
1
8
+
9
0
.
2
7
(1
2
.
1
5
'
L
)
42" HP 118 LF @ 0.30%
CB
-
5
-
1
6
ST
A
.
2
0
+
3
1
.
4
6
(1
2
.
1
2
'
L
)
CB
-
5
-
1
6
.
1
ST
A
.
2
0
+
3
1
.
3
4
(1
2
.
1
7
'
R
)
CB
-
5
-
1
5
ST
A
.
2
4
+
2
4
.
8
8
(1
2
.
1
6
'
L
)
CB
-
5
-
1
5
.
1
ST
A
.
2
4
+
2
4
.
8
9
(1
2
.
1
4
'
R
)
CB
-
5
-
1
4
ST
A
.
2
5
+
4
3
.
3
5
(1
2
.
1
2
'
L
)
SSMH - 68
STA = 25+73.52
RIM = 38.97'
INV IN = 30.74' (67)
INV OUT = 30.74'
INV OUT = 30.74'
SS
M
H
-
7
0
ST
A
=
2
0
+
8
9
.
0
2
RI
M
=
3
8
.
0
3
'
IN
V
I
N
=
3
2
.
6
8
'
(
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
1
.
3
0
'
(
6
8
)
IN
V
O
U
T
=
3
1
.
3
0
'
345LF - 8" S.S.
@ -0.40% SLOPE 139LF - 8" S.S.
@ -0.40% SLOPE
24" HP 141 LF @ 0.30%
JB
-
5
-
1
3
ST
A
.
2
5
+
6
6
.
1
4
(1
2
.
4
2
'
L
)
42" HP 23 LF @ 0.30%
3' MIN COVER
2.2' SEPARATION
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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'
SEE SHEET CU-703
MATCHLINE
SEE SHEET CU-703
MATCHLINE
NOTE:
·ALL WATER MAINS TO BE INSTALLED WITH
MINIMUM COVER OF 3' AND MAXIMUM COVER OF 5'
UNLESS OTHERWISE INDICATED.
·REFERENCE CFPUA DETAIL WS-11 WHILE
UTILIZING 12" SEPARATION BETWEEN WATER
MAINS AND STORM DRAINS.
ROAD M
(50' P.U.E.)
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
6W
6W
6W
6W
6W
8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W
SS SS SSSSSSSS SSSS
8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 6W
6W
6W
6W
6W
SS SS SSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSS
REMOVE BLOW OFF ASSEMBLY
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
CB-5-11.1
CB-5-11
SSMH-63
CB-5-9.2
CB-5-10 CB-5-9
CB-5-9.1 SSMH-64
CB-5-8
SSMH-65
CB-5-7
CB-5-7.1
SSMH-66
SSMH-67
CB-5-7.3
CB-5-5
8" C900 372.56'
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
CB-5-6
JB-5-7.2
10' UTILITY EASEMENT
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%
-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 STA: 11+92.76
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
CB
-
5
-
1
1
.
1
ST
A
.
1
0
+
4
8
.
8
2
(1
2
.
1
3
'
L
)
CB
-
5
-
1
1
ST
A
.
1
0
+
4
8
.
6
4
(1
2
.
1
5
'
R
)
CB
-
5
-
9
.
2
ST
A
.
1
1
+
9
2
.
8
5
(1
2
.
1
8
'
L
)
CB
-
5
-
1
0
ST
A
.
1
1
+
9
2
.
6
2
(1
2
.
1
7
'
R
)
CB
-
5
-
9
.
1
ST
A
.
1
3
+
1
2
.
9
7
(1
2
.
1
1
'
L
)
CB
-
5
-
9
ST
A
.
1
3
+
3
4
.
4
8
(1
2
.
2
2
'
R
)
CB
-
5
-
7
ST
A
.
1
7
+
0
8
.
7
5
(1
2
.
1
3
'
R
)
CB
-
5
-
7
.
1
ST
A
.
1
7
+
0
8
.
3
3
(1
2
.
3
1
'
L
)
15" HP 144 LF @ 0.50%
24" HP 142 LF @ 0.50%
12" HP 32 LF @ 0.30%
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
1
.
9
6
'
(
6
4
)
IN
V
O
U
T
=
3
1
.
9
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
1
.
6
8
'
(
6
5
)
IN
V
O
U
T
=
3
1
.
6
8
'
SS
M
H
-
6
3
ST
A
=
1
1
+
5
2
.
4
4
RI
M
=
3
8
.
0
2
'
IN
V
O
U
T
=
3
3
.
9
4
'
122LF - 8" S.S.
@ 0.40% SLOPE
69LF - 8" S.S.
@ 0.40% SLOPE 68LF - 8" S.S.
@ 0.40% SLOPE373LF - 8" S.S.
@ 0.40% SLOPE
CB
-
5
-
8
ST
A
.
1
6
+
5
4
.
2
1
(1
5
.
2
1
'
R
)
CB
-
5
-
6
ST
A
.
1
7
+
5
8
.
1
7
(1
4
.
2
8
'
R
)
CB
-
5
-
5
ST
A
.
1
8
+
0
6
.
1
0
(1
2
.
0
9
'
R
)
CB
-
5
-
7
.
3
ST
A
.
1
8
+
0
5
.
5
3
(1
2
.
1
5
'
L
)
SS
M
H
-
6
7
ST
A
=
1
7
+
9
8
.
9
0
RI
M
=
3
8
.
1
0
'
IN
V
I
N
=
3
1
.
4
1
'
(
6
6
)
IN
V
O
U
T
=
3
1
.
4
1
'
168LF - 8" S.S.
@ 0.40% SLOPE
SS
M
H
-
6
4
ST
A
=
1
5
+
2
5
.
0
0
RI
M
=
3
8
.
5
5
'
IN
V
I
N
=
3
2
.
4
5
'
(
6
3
)
IN
V
O
U
T
=
3
2
.
4
5
'
JB
-
5
-
7
.
2
ST
A
.
1
7
+
6
0
.
2
5
(1
2
.
1
6
'
L
)
30" HP 324 LF @ 0.50%36" HP 60 LF @ 0.50%
15" HP 46 LF @ -0.30%15" HP 41 LF @ -0.30%
48" HP 53 LF @ 0.50%
48" HP 82 LF @ 0.50%
12" HP 120 LF @ 0.28%
CB
-
5
-
4
ST
A
.
1
8
+
8
7
.
6
3
(1
2
.
1
0
'
R
)
3' MIN COVER
0.5' SEPARATION
1.3' SEPARATION
20LF 8" DIP S.S.
CENTERED UNDER
STRUCTURAL BRIDGE
(SEE DETAIL 4/CU-502)
STRUCTURAL BRIDGE
(SEE DETAIL 4/CU-502)
20LF 8" DIP S.S.
CENTERED UNDER
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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 BLOW-OFF
ASSEMBLY AND TIE TO
EXISTING 8" WATERMAIN
NOTE:
·ALL WATER MAINS TO BE INSTALLED WITH
MINIMUM COVER OF 3' AND MAXIMUM COVER OF 5'
UNLESS OTHERWISE INDICATED.
·REFERENCE CFPUA DETAIL WS-11 WHILE
UTILIZING 12" SEPARATION BETWEEN WATER
MAINS AND STORM DRAINS.
RO
A
D
I
(5
0
'
P
.
U
.
E
)
RO
A
D
O
(5
0
'
P
.
U
.
E
.
)
RO
A
D
L
(5
0
'
P
.
U
.
E
.
)
ROAD M
(50' P.U.E.)
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
S
S
S
S
SSSS SS SSSSSS SS SSSSSS
SS
SS
SS
SS
SSSS
SS SSSSSS
SSSS
SSSS
SSSS
FM
FM
FM
FM
FM
6W
6W
6W
8W
8W
8W
8W
6W
6W
6W
6W
6W
6W
8W
6
W
6
W
6
W
6W
6W 6W 6W 6W 8W 8W 8W 8W 8W 8W 8W
8W
8W
8W
8W
8W
8W
S
S
S
S
S
S
S
S
S
S
SSSSSSSSSS SS SSSSSSSSSSSSSSSSSS SS SSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSS
SS SSSSSSSSSSSSSSSSSS
SSSSSSSSSS
SSSSSSSSSS
SSSSSSSSSS
FM
6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 8W 8W8W8W8W
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
(2) 8" GV
(1) 6" GV
FHA (TYP.)
SSMH-66
SSMH-67
SSMH-68
SSMH-71
SSMH-72
SSMH-73 (5' MH)
SSMH-89
CB-7-1
CB-7-1.1
JB-7-2JB-5-20CB-5-19
CB-5-19.1CB-5-18.1
CB-5-18
CB-5-18.2
CB-5-18.3
CB-5-2
CB-5-12
JB-5-1
O-5
CB-5-3
CB-5-14
CB-5-5
CB-5-7.3
CB-5-6
CB-5-7
CB-5-7.1
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 105.50'
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
1
6
7
.
7
1
'
PHASE 2
EXISTING PHASE 1
SCM POND 5
SCM POND 7
JB-5-7.2
JB-5-13
10' UTILITY
EASEMENT
CULVERT 1
2-24" RCP CLASS V
CB-5-4
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
CB
-
5
-
3
ST
A
.
1
9
+
8
4
.
1
5
(1
2
.
1
3
'
R
)
CB
-
5
-
2
ST
A
.
2
2
+
7
2
.
0
5
(1
2
.
1
3
'
R
)
CB
-
5
-
1
2
ST
A
.
2
2
+
7
2
.
5
2
(1
2
.
1
7
'
L
)
CB
-
5
-
1
8
ST
A
.
2
4
+
1
7
.
3
5
(1
2
.
8
9
'
R
)
CB
-
5
-
1
8
.
1
ST
A
.
2
4
+
2
8
.
6
9
(1
2
.
1
0
'
L
)
CB
-
5
-
1
9
ST
A
.
2
4
+
8
5
.
6
3
(1
1
.
1
1
'
R
)
JB
-
5
-
2
0
ST
A
.
2
7
+
2
7
.
1
7
(1
1
.
2
4
'
R
)
48" HP 288 LF @ 0.50%
15" HP 2
7
L
F
@
1
.
0
0
%
24" HP 242 LF @ 1.17%
JB
-
7
-
2
ST
A
.
2
7
+
5
2
.
6
0
(1
4
.
3
7
'
R
)
CB
-
7
-
1
.
1
ST
A
.
2
9
+
4
9
.
9
8
(1
3
.
1
5
'
L
)
CB
-
7
-
1
ST
A
.
2
9
+
4
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
8
.
8
4
'
(
7
1
)
IN
V
O
U
T
=
2
8
.
8
4
'
SS
M
H
-
7
3
(
5
'
M
H
)
ST
A
=
2
7
+
3
2
.
9
3
RI
M
=
4
0
.
0
6
'
IN
V
I
N
=
2
7
.
6
8
'
(
7
2
)
IN
V
O
U
T
=
2
7
.
6
8
'
IN
V
O
U
T
=
3
0
.
1
8
'
IN
V
O
U
T
=
3
0
.
1
8
'
SS
M
H
-
6
8
ST
A
=
1
9
+
6
7
.
4
9
RI
M
=
3
8
.
9
7
'
IN
V
I
N
=
3
0
.
7
4
'
(
6
7
)
IN
V
O
U
T
=
3
0
.
7
4
'
IN
V
O
U
T
=
3
0
.
7
4
'
SS
M
H
-
7
1
ST
A
=
2
2
+
0
5
.
2
1
RI
M
=
3
8
.
9
9
'
IN
V
I
N
=
2
9
.
7
9
'
(
6
8
)
IN
V
O
U
T
=
2
9
.
7
9
'
106LF - 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
24" HP 68 LF @ 0.50%36" HP 145 LF @ 0.50%
CB
-
5
-
1
9
.
1
ST
A
.
2
4
+
8
5
.
1
6
(1
2
.
2
2
'
L
)
JB
-
5
-
1
3
ST
A
.
3
1
+
4
6
.
8
5
(1
0
6
0
.
0
7
'
R
)
SS
M
H
-
8
9
ST
A
=
2
8
+
3
8
.
4
3
RI
M
=
3
9
.
4
7
'
IN
V
I
N
=
3
0
.
6
0
'
(
7
3
(
5
'
M
H
)
)
36" HP 197 LF @ 0.50%
42" HP 287 LF @ 0.30%
3' MIN COVER
1.0' SEPARATION1.0' SEPARATION
0.8' SEPARATION
1.0' SEPERATION
1.8' SEPARATION
3.2' SEPARATION
STRUCTURAL BRIDGE
(SEE DETAIL 4/CU-502)
20LF 8" DIP S.S.
CENTERED UNDER
6" HDPE W.M.
(SEE DETAIL
3/CU-502)
8" DIP W.M.
(SEE DETAIL 3/CU-502)
8" HDPE W.M.
(SEE DETAIL 3/CU-502)
CULVERT 1
48" HP 97 LF @ 0.50%
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
SEE SHEET CU-701
MATCHLINE
SEE SHEET CU-705
MATCHLINE
SEE SHEET CU-705
MATCHLINE
SEE SHEET CU-707
MATCHLINE
NOTE:
·ALL WATER MAINS TO BE INSTALLED WITH
MINIMUM COVER OF 3' AND MAXIMUM COVER OF 5'
UNLESS OTHERWISE INDICATED.
·REFERENCE CFPUA DETAIL WS-11 WHILE
UTILIZING 12" SEPARATION BETWEEN WATER
MAINS AND STORM DRAINS.
RO
A
D
N
(50
'
P
.
U
.
E
.
)
ROAD M
(50' P.U.E.)
460
463
464
465
466
467 468 469
471
476
477
478
8
W
8
W
8
W
8
W
8
W
8
W
8
W
8
W
8
W
2W
2W 2W 2W 2W 2W 2W 2W
8W
8W
8W
8W
8W
S
S
S
S
SS SSSSSS
W
SSSS
S
S
S
S
S
S
S
S
S
S
SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS
50' R
/
W
10' UTILITY EASEMENT
PROPOSED 2" PVC
C-900 WATER MAIN
(TYP.)
PROPOSED 8" PVC
C-900 WATER MAIN
(TYP.)
(1) 8" MJ TEE
(1) 8"x2" REDUCER
(1) 8" GV
(1) 2" GV
FHA (TYP.)
BLOW OFF ASSEMBLY
(TYP.)
10' UTILITY EASEMENT
SSMH-102
SSMH-104
SSMH-105
SSMH-106
8
"
C
9
0
0
1
8
4
.
8
7
'
8"
C
9
0
0
4
5
.
3
7
'
8" C9
0
0
9
0
.
0
5
'
8" C900 299.33'
CB-7-9.1
CB-7-9
CB-7-10
CB-7-11
JB-7-12 CB-7-13
CB-7-13.1
SCM POND 7
SCM POND 8
103
10' UTILITY EASEMENT
50' DRAINAGE
EASEMENT
SSMH-101
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: 150.00
LVC: 150.00
HP STA: 31+93.11
HP ELEV: 40.08
BV
C
S
:
3
1
+
1
8
.
1
1
BV
C
E
:
3
9
.
8
9
EV
C
S
:
3
2
+
6
8
.
1
1
EV
C
E
:
3
9
.
8
9
EV
C
S
:
3
0
+
4
9
.
9
7
EV
C
E
:
3
9
.
5
5
PVI STA: 33+90.89
PVI ELEV: 39.28
K: 149.37
LVC: 150.00
LP STA: 33+90.57
LP ELEV: 39.47
BV
C
S
:
3
3
+
1
5
.
8
9
BV
C
E
:
3
9
.
6
5
EV
C
S
:
3
4
+
6
5
.
8
9
EV
C
E
:
3
9
.
6
6
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
40
.
0
2
32+00
40
.
0
8
39
.
0
6
38
.
8
1
39
.
9
7
33+00
39
.
7
3
39
.
3
9
39
.
5
0
39
.
5
2
34+00
39
.
4
7
39
.
1
6
39
.
4
6
39
.
5
9
35+00
39
.
8
3
39
.
6
0
39
.
7
7
40
.
0
8
36+00
40
.
3
3
39
.
8
4
36+36
39
.
3
0
36" HP 96 LF @ 0.50%
JB
-
7
-
1
2
ST
A
.
3
3
+
2
9
.
2
2
(1
1
.
0
0
'
R
)
CB
-
7
-
1
3
ST
A
.
3
3
+
8
9
.
0
3
(1
2
.
1
2
'
R
)
CB
-
7
-
1
3
.
1
ST
A
.
3
3
+
8
9
.
8
0
(1
2
.
1
1
'
L
)
18" HP 117 LF @ -0.50%15" HP 60 LF @ -0.47%
SS
M
H
-
1
0
5
ST
A
=
3
3
+
3
5
.
0
4
RI
M
=
3
9
.
4
4
'
IN
V
I
N
=
3
2
.
9
3
'
(
1
0
4
)
IN
V
O
U
T
=
3
2
.
9
3
'
SS
M
H
-
1
0
4
ST
A
=
3
2
+
4
1
.
5
9
RI
M
=
3
9
.
8
7
'
IN
V
I
N
=
3
2
.
5
7
'
(
1
0
2
)
IN
V
O
U
T
=
3
2
.
5
7
'
SSMH - 102
STA = 31+94.88
RIM = 40.13'
INV IN = 32.39' (103)
INV OUT = 32.39'
INV OUT = 32.39'
SSMH - 106
STA = 36+34.53
RIM = 39.40'
INV IN = 34.13' (105)
185LF - 8" S.S.
@ 0.40% SLOPE 45LF - 8" S.S.
@ -0.40% SLOPE
90LF - 8" S.S.
@ -0.40% SLOPE
299LF - 8" S.S.
@ -0.40% SLOPE
36" HP 123 LF @ 2.13%
CB
-
7
-
9
ST
A
.
3
0
+
7
2
.
7
4
(1
3
.
1
5
'
R
)
CB
-
7
-
9
.
1
ST
A
.
3
0
+
7
2
.
9
4
(1
3
.
2
2
'
L
)
CB
-
7
-
1
1
ST
A
.
3
2
+
1
7
.
6
4
(1
4
.
9
2
'
R
)
CB
-
7
-
1
0
ST
A
.
3
1
+
6
6
.
9
6
(1
5
.
5
2
'
R
)
SSMH - 103
STA = 30+08.43
RIM = 39.25'
INV OUT = 33.13'
30" HP 54 LF @ 0.50%
3' MIN COVER
1.0' SEPARATION
1.5' SEPARATION
1.6' SEPARATION
0.9' SEPARATION
STRUCTURAL BRIDGE
(SEE DETAIL 4/CU-502)
STRUCTURAL BRIDGE
(SEE DETAIL 4/CU-502)
20LF 8" DIP S.S.
CENTERED UNDER
2" HDPE W.M.
(SEE DETAIL 3/CU-502)
CULVERT 5
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
PLAN & PROFILE - ROAD M STA 30+00 TO STA 36+35.52 LEGEND AND NOTES1
2" 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
SEE SHEET CU-708
MATCHLINE
NOTE:
·ALL WATER MAINS TO BE INSTALLED WITH
MINIMUM COVER OF 3' AND MAXIMUM COVER OF 5'
UNLESS OTHERWISE INDICATED.
·REFERENCE CFPUA DETAIL WS-11 WHILE
UTILIZING 12" SEPARATION BETWEEN WATER
MAINS AND STORM DRAINS.
RO
A
D
M
(5
0
'
P
.
U
.
E
.
)
RO
A
D
M
(5
0
'
P
.
U
.
E
.
)
ROA
D
L
(50' P
.
U
.
E
.
)
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
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SSSS
SSSS
SSSS
10W
10W
10W
10W
10W
10W
10W 10W 10W
10W
8W
8W
8W
8W
8W
8W
8W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
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
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSS
SSSSSSSSSS
SSSSSSSSSS
FM
8W
8W
8W
8W
10' UTILITY EASEMENT
10' UTILITY EASEMENT
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
REMOVE BLOW-OFF ASSEMBLY
AND IE TO EXISTING 10"
WATERMAIN
PROPOSED 10" PVC
C-900 WATER MAIN
(TYP.)
(1) 8" MJ CROSS
(1) 8"x6" REDUCER
(2) 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-93
SSMH-92
SSMH-91
SSMH-90
SSMH-73 (5' MH)
SSMH-74 (5' MH)
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
'
CB-7-8.1
CB-7-8
JB-7-7
CB-7-6
CB-7-6.1
CB-7-5
CB-7-4
CB-7-4.1
CB-7-3
JB-5-20
JB-7-2
CB-5-21.1
CB-5-21
CB-5-22
CB-5-22.1
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
PROPOSED 8" PVC
C-900 SEWER FORCE MAIN
(TYP.)
10' UTILITY EASEMENT
10' UTILITY EASEMENT
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: 21+62.66
PVI ELEV: 40.32
K: 199.99
LVC: 200.00
HP STA: 21+62.66
HP ELEV: 40.07
BV
C
S
:
2
0
+
6
2
.
6
6
BV
C
E
:
3
9
.
8
2
EV
C
S
:
2
2
+
6
2
.
6
6
EV
C
E
:
3
9
.
8
2
PVI STA: 27+76.16
PVI ELEV: 40.17
K: 200.38
LVC: 200.00
HP STA: 27+76.25
HP ELEV: 39.92
BV
C
S
:
2
6
+
7
6
.
1
6
BV
C
E
:
3
9
.
6
7
EV
C
S
:
2
8
+
7
6
.
1
6
EV
C
E
:
3
9
.
6
7
PVI STA: 32+73.05
PVI ELEV: 39.90
K: 149.68
LVC: 150.00
HP STA: 32+72.83
HP ELEV: 39.71
BV
C
S
:
3
1
+
9
8
.
0
5
BV
C
E
:
3
9
.
5
2
PVI STA: 24+84.03
PVI ELEV: 38.71
K: 299.94
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+52.41
PVI ELEV: 38.79
K: 200.08
LVC: 200.00
LP STA: 30+52.32
LP ELEV: 39.04
BV
C
S
:
2
9
+
5
2
.
4
1
BV
C
E
:
3
9
.
2
9
EV
C
S
:
3
1
+
5
2
.
4
1
EV
C
E
:
3
9
.
2
9
20+15
39
.
5
8
37
.
5
8
39
.
7
6
21+00
39
.
9
7
37
.
7
8
38
.
0
2
40
.
0
7
22+00
40
.
0
3
38
.
3
4
38
.
4
0
39
.
8
8
23+00
39
.
6
3
38
.
6
6
38
.
9
1
39
.
3
9
24+00
39
.
2
0
39
.
4
0
39
.
2
5
39
.
1
1
25+00
39
.
0
9
39
.
3
1
39
.
0
7
39
.
1
6
26+00
39
.
3
1
39
.
1
7
38
.
7
4
39
.
5
4
27+00
39
.
7
8
39
.
0
5
39
.
2
7
39
.
9
1
28+00
39
.
9
1
39
.
0
7
39
.
3
6
39
.
7
9
29+00
39
.
5
5
39
.
3
4
39
.
2
8
39
.
3
1
30+00
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
.
1
5
32+50
39
.
6
9
39
.
6
1
SS
M
H
-
7
3
(
5
'
M
H
)
ST
A
=
2
7
+
7
0
.
7
2
RI
M
=
4
0
.
0
6
'
IN
V
I
N
=
2
7
.
6
8
'
(
7
2
)
IN
V
O
U
T
=
2
7
.
6
8
'
IN
V
O
U
T
=
3
0
.
1
8
'
IN
V
O
U
T
=
3
0
.
1
8
'
299LF - 8" S.S.
@ -0.40% SLOPE
352LF - 8" S.S.
@ 0.40% SLOPE
127LF - 8" S.S.
@ -0.40% SLOPE
140LF - 8" S.S.
@ -0.40% SLOPE
142LF - 8" S.S.
@ -0.40% SLOPE
SS
M
H
-
9
2
ST
A
=
2
2
+
0
0
.
1
6
RI
M
=
3
9
.
9
0
'
IN
V
I
N
=
3
2
.
4
5
'
(
9
1
)
IN
V
O
U
T
=
3
2
.
4
5
'
SS
M
H
-
9
3
ST
A
=
2
0
+
5
5
.
4
6
RI
M
=
3
9
.
6
5
'
IN
V
I
N
=
3
3
.
0
2
'
(
9
2
)
SS
M
H
-
9
1
ST
A
=
2
3
+
4
2
.
3
6
RI
M
=
3
9
.
2
9
'
IN
V
I
N
=
3
1
.
8
9
'
(
9
0
)
IN
V
O
U
T
=
3
1
.
8
9
'
SS
M
H
-
7
4
(
5
'
M
H
)
ST
A
=
3
1
+
2
2
.
7
2
RI
M
=
3
9
.
0
3
'
IN
V
I
N
=
2
6
.
2
7
'
(
7
3
(
5
'
M
H
)
)
IN
V
O
U
T
=
2
6
.
2
7
'
SS
M
H
-
9
0
ST
A
=
2
4
+
7
1
.
2
2
RI
M
=
3
8
.
9
6
'
IN
V
I
N
=
3
1
.
3
8
'
(
7
3
(
5
'
M
H
)
)
IN
V
O
U
T
=
3
1
.
3
8
'
JB
-
7
-
2
ST
A
.
2
7
+
9
0
.
5
9
(1
4
.
1
8
'
L
)
15" HP 164 LF @ 0.50%
15" HP 134 LF @ 0.50%
36" HP 170 LF @ 0.50%
24" HP 55 LF @ 0.50%
CB
-
7
-
8
ST
A
.
2
0
+
3
1
.
8
0
(1
3
.
1
5
'
L
)
CB
-
7
-
8
.
1
ST
A
.
2
0
+
3
2
.
1
1
(1
3
.
0
7
'
R
)
CB
-
7
-
6
ST
A
.
2
3
+
2
2
.
7
4
(1
3
.
2
1
'
L
)
CB
-
7
-
6
.
1
ST
A
.
2
3
+
2
2
.
5
0
(1
3
.
1
9
'
R
)
CB
-
7
-
3
ST
A
.
2
6
+
2
0
.
9
9
(1
3
.
1
8
'
L
)
CB
-
7
-
4
ST
A
.
2
4
+
8
4
.
5
2
(1
3
.
1
7
'
L
)
CB
-
7
-
4
.
1
ST
A
.
2
4
+
8
4
.
4
0
(1
3
.
0
6
'
R
)
CB
-
7
-
5
ST
A
.
2
4
+
3
1
.
1
9
(1
3
.
6
3
'
L
)
JB
-
7
-
7
ST
A
.
2
1
+
6
2
.
8
5
(1
3
.
1
5
'
L
)
JB
-
5
-
2
0
ST
A
.
2
7
+
8
7
.
4
6
(1
1
.
2
6
'
R
)
CB
-
5
-
2
1
.
1
ST
A
.
2
9
+
3
1
.
1
0
(1
2
.
4
6
'
L
)
CB
-
5
-
2
1
ST
A
.
2
9
+
3
1
.
3
6
(1
1
.
7
5
'
R
)
CB
-
5
-
2
2
.
1
ST
A
.
3
0
+
5
2
.
3
1
(1
2
.
1
7
'
L
)
CB
-
5
-
2
2
ST
A
.
3
0
+
5
2
.
5
4
(1
2
.
1
6
'
R
)
24" HP 144 LF @ 1.00%
18" HP 111 LF @ 0.50%
36" HP 136 LF @ 0.50%24" HP 121 LF @ 0.96%
3' MIN COVER
2.4' SEPARATION 2.5' SEPARATION
2.0' SEPARATION
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
BLOW-OFF
ASSEMBLY AND
CONNECT TO
EXISTING 10"
WATER MAIN
8" PVC C-900
WATER MAIN
8" PVC C-900
SEWER FORCE MAIN
REMOVE PLUG AND
TIE TO EXISTING 8"
FORCE MAIN
REMOVE PLUG AND
TIE TO EXISTING 8"
FORCE MAIN
8" PVC C-900
SEWER FORCE MAIN
SEE
S
H
E
E
T
C
U
-
7
0
3
MATC
H
L
I
N
E
SEE
S
H
E
E
T
C
U
-
7
0
3
MATC
H
L
I
N
E
NOTE:
·ALL WATER MAINS TO BE INSTALLED WITH
MINIMUM COVER OF 3' AND MAXIMUM COVER OF 5'
UNLESS OTHERWISE INDICATED.
·REFERENCE CFPUA DETAIL WS-11 WHILE
UTILIZING 12" SEPARATION BETWEEN WATER
MAINS AND STORM DRAINS.
ROAD L
(50' P.U.E.)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
437 438 439 440 441 442 443 444 445
446447448449450451452453454
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
SS SS SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSS
SSSSSSSSSS
50' R/W
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
(1) 6" MJ TEE
(2) 6" GV
FHA (TYP.)
8" PVC C-900 SEWER FORCE MAIN
SSMH-74 (5' MH)
8" C900 352.00'
SSMH-75 (5' MH)
8" C900 354.19'
SSMH-76 (5' MH)
CB-6-16
CB-6-15.1
CB-6-15
JB-6-14
CB-6-13
CB-6-14.1
CB-6-16.1
CB-6-13.1
PUMP STATION
SSMH-77 (5' MH)
10' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
FHA (TYP.)
10
15
20
25
30
35
40
45
50
55
10
15
20
25
30
35
40
45
50
55
-0.50%0.60%
0.04%
EV
C
S
:
3
3
+
4
8
.
0
5
EV
C
E
:
3
9
.
5
2
PVI STA: 35+60.36
PVI ELEV: 38.45
K: 180.99
LVC: 200.00
LP STA: 35+51.79
LP ELEV: 38.72
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
9
33+00
39
.
6
8
39
.
6
8
39
.
5
1
39
.
5
1
34+00
39
.
2
6
39
.
2
6
39
.
0
1
39
.
0
1
35+00
38
.
8
0
38
.
8
0
38
.
7
2
38
.
7
2
36+00
38
.
7
9
38
.
7
9
38
.
9
9
38
.
9
9
37+00
39
.
2
9
39
.
2
9
39
.
5
9
39
.
5
9
38+00
39
.
8
8
39
.
8
8
39
.
9
6
39
.
9
6
39+00
39
.
9
8
39
.
9
8
39
.
9
9
39
.
9
9
39+68
40
.
0
0
40
.
0
0
JB
-
6
-
1
4
ST
A
.
3
8
+
1
0
.
7
3
(1
1
.
1
0
'
R
)
CB
-
6
-
1
5
ST
A
.
3
6
+
6
8
.
8
6
(1
1
.
6
9
'
R
)
CB
-
6
-
1
5
.
1
ST
A
.
3
6
+
6
9
.
4
5
(1
2
.
7
3
'
L
)
CB
-
6
-
1
6
ST
A
.
3
5
+
5
1
.
5
7
(1
2
.
1
8
'
R
)
30" HP 117 LF @ 0.50%
CB
-
6
-
1
6
.
1
ST
A
.
3
5
+
5
1
.
8
2
(1
2
.
1
8
'
L
)
SS
M
H
-
7
6
(
5
'
M
H
)
ST
A
=
3
8
+
2
8
.
9
1
RI
M
=
4
0
.
0
6
'
IN
V
I
N
=
2
3
.
4
4
'
(
7
5
(
5
'
M
H
)
)
IN
V
I
N
=
2
3
.
4
4
'
(
8
2
(
5
'
M
H
)
)
IN
V
O
U
T
=
2
5
.
8
3
'
IN
V
O
U
T
=
2
3
.
4
4
'
352LF - 8" S.S.
@ 0.40% SLOPE
354LF - 8" S.S.
@ 0.40% SLOPE
SS
M
H
-
7
7
(
5
'
M
H
)
ST
A
=
3
9
+
2
0
.
3
8
RI
M
=
4
0
.
3
0
'
IN
V
I
N
=
2
3
.
2
4
'
(
7
6
(
5
'
M
H
)
)
IN
V
O
U
T
=
2
3
.
2
4
'
SS
M
H
-
7
5
(
5
'
M
H
)
ST
A
=
3
4
+
7
4
.
7
2
RI
M
=
3
8
.
7
5
'
IN
V
I
N
=
2
4
.
8
6
'
(
7
4
(
5
'
M
H
)
)
IN
V
O
U
T
=
2
4
.
8
6
'
91LF - 12" S.S.
@ 0.22% SLOPE
36" HP 142 LF @ 0.50%
3' MIN COVER
1.0' SEPARATION
2.0' SEPARATION
2.3' SEPARATION
8" HDPE F.M.
AT PIPE CROSSING
6" HDPE W.M.
(SEE DETAIL 3/CU-502)
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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" PVC C-900
SEWER FORCE MAIN
6" PVC C-900
WATER MAIN
SEE SHEET CU-709
MATCHLINE
SEE SHEET CU-709
MATCHLINE
NOTE:
·ALL WATER MAINS TO BE INSTALLED WITH
MINIMUM COVER OF 3' AND MAXIMUM COVER OF 5'
UNLESS OTHERWISE INDICATED.
·REFERENCE CFPUA DETAIL WS-11 WHILE
UTILIZING 12" SEPARATION BETWEEN WATER
MAINS AND STORM DRAINS.
ROAD O
(50' P.U.E.)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
286
287
288
289
290
342 343 344 345 346 347 348 408 409 410 411 412 413 414 415
416417418419420421422423424425426427428429430
10' UTILITY
EASEMENT
10' UTILITY
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"x6" MJ CROSS
(2) 8" GV
(2) 6" GV
FHA (TYP.)
(1) 8"x6" MJ TEE
(1) 8" GV
(1) 6" GV
FHA (TYP.)
SSMH-72
SSMH-79
SSMH-80
SSMH-81
SSMH-82 (5' MH)
CB-5-18.1
CB-5-18
CB-5-18.2
CB-5-18.3
CB-5-30
CB-5-30.1
JB-5-28
CB-5-27 CB-5-27.1
CB-5-24 CB-5-24.1
CB-5-29
CB-5-29.1
CB-6-11
CB-6-11.1
CB-6-10
CB-6-10.1
JB-6-9
CB-6-8
CB-6-8.1
CB-6-12 CB-6-12.1
8" C900 286.37'8" C900 267.23'8" C900 252.30'8" C900 167.71'
SSMH-78
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
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
CB
-
6
-
1
0
.
1
ST
A
.
1
9
+
5
4
.
5
0
(1
2
.
1
4
'
L
)
CB
-
6
-
1
0
ST
A
.
1
9
+
5
4
.
4
4
(1
2
.
1
6
'
R
)
JB
-
6
-
9
ST
A
.
2
0
+
3
3
.
4
6
(1
1
.
6
7
'
R
)
36" HP 79 LF @ 1.91%
CB
-
5
-
1
8
ST
A
.
1
0
+
1
2
.
8
9
(3
1
.
0
7
'
R
)
15" HP 27 LF @ 1.00%
CB
-
5
-
1
8
.
2
ST
A
.
1
0
+
3
6
.
0
6
(1
2
.
2
0
'
R
)
CB
-
5
-
1
8
.
3
ST
A
.
1
0
+
3
6
.
2
0
(1
2
.
1
3
'
L
)
CB
-
5
-
3
0
.
1
ST
A
.
1
3
+
8
7
.
0
6
(1
2
.
1
6
'
L
)
CB
-
5
-
3
0
ST
A
.
1
3
+
8
7
.
2
0
(1
2
.
1
6
'
R
)
JB
-
5
-
2
8
ST
A
.
1
4
+
8
1
.
9
7
(1
1
.
8
8
'
R
)
CB
-
5
-
2
9
ST
A
.
1
5
+
3
6
.
1
9
(1
2
.
1
2
'
R
)
CB
-
5
-
2
9
.
1
ST
A
.
1
5
+
3
5
.
7
5
(1
2
.
1
3
'
L
)
24" HP 95 LF @ 0.50%
15" HP 54 LF @ -1.00%
SS
M
H
-
7
9
ST
A
=
1
2
+
4
6
.
8
0
RI
M
=
3
8
.
4
4
'
IN
V
I
N
=
2
9
.
9
4
'
(
7
8
)
IN
V
O
U
T
=
2
9
.
9
4
'
SS
M
H
-
8
0
ST
A
=
1
4
+
9
9
.
0
9
RI
M
=
3
8
.
5
0
'
IN
V
I
N
=
2
8
.
9
3
'
(
7
9
)
IN
V
O
U
T
=
2
8
.
9
3
'
IN
V
O
U
T
=
2
8
.
9
3
'
SS
M
H
-
8
1
ST
A
=
1
7
+
6
6
.
3
2
RI
M
=
3
9
.
1
5
'
IN
V
I
N
=
2
7
.
8
6
'
(
8
0
)
IN
V
O
U
T
=
2
7
.
8
6
'
SS
M
H
-
8
2
(
5
'
M
H
)
ST
A
=
2
0
+
5
2
.
6
9
RI
M
=
3
9
.
0
3
'
IN
V
I
N
=
2
6
.
7
1
'
(
8
1
)
IN
V
O
U
T
=
2
4
.
6
0
'
IN
V
O
U
T
=
2
6
.
7
1
'
252LF - 8" S.S.
@ 0.40% SLOPE
267LF - 8" S.S.
@ 0.40% SLOPE
286LF - 8" S.S.
@ 0.40% SLOPE
SS
M
H
-
7
8
ST
A
=
1
0
+
7
9
.
0
8
RI
M
=
3
8
.
1
9
'
IN
V
O
U
T
=
3
0
.
6
1
'
CB
-
6
-
1
1
ST
A
.
1
8
+
9
3
.
5
3
(1
2
.
1
6
'
R
)
CB
-
6
-
1
1
.
1
ST
A
.
1
8
+
9
3
.
3
6
(1
2
.
1
1
'
L
)
24" HP 61 LF @ 1.00%
168LF - 8" S.S.
@ 0.40% SLOPE
18" HP 30 LF @ 1.00%
3' MIN COVER
3' MIN COVER
1.0' SEPARTION
2.5' SEPARATION
8" HDPE W.M.
(SEE DETAIL 3/CU-502)
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
SEE SHEET CU-703
MATCHLINE
SEE SHEET CU-703
MATCHLINE
SEE SHEET CU-709
MATCHLINE
SEE SHEET CU-711
MATCHLINE
SEE SHEET CU-709
MATCHLINE
NOTE:
·ALL WATER MAINS TO BE INSTALLED WITH
MINIMUM COVER OF 3' AND MAXIMUM COVER OF 5'
UNLESS OTHERWISE INDICATED.
·REFERENCE CFPUA DETAIL WS-11 WHILE
UTILIZING 12" SEPARATION BETWEEN WATER
MAINS AND STORM DRAINS.
ROAD N
(50' P.U.E.)
464
465
466
471
472 473 474 475
476 477
478 479 480
10' UTILITY
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"x2" MJ TEE
(1) 6" GATE VALVE
(1) 2" GATE VALVE
(1) 6" MJ TEE
(2) 6" GATE VALVE
(1) 6"x2" MJ TEE
(1) 2" GATE VALVE
(1) 6" GATE VALVE
(1) 8" MJ TEE
(1) 8"x6" REDUCER
(1) 6" GATE VALVE
(1) 8" 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-101
SSMH-100
SSMH-99
SSMH-98
SSMH-97
SSMH-96
CB-7-11
CB-7-10
CB-7-17.1
CB-7-17 CB-7-16
CB-7-21
CB-7-22
CB-7-18
CB-7-18.1
CB-7-18.2
CB-7-19
CB-7-19.1CB-7-19.2
CB-7-20
CB-7-20.1
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
0
.
4
5
'
8
"
C
9
0
0
1
0
6
.
0
3
'
8
"
C
9
0
0
9
9
.
4
6
'
TEMPORARY
BLOW OFF ASSEMBLY
(FOR FUTURE CONNECTION, TYP.)
SSMH-102
8" C900 1
3
2
.
8
7
'
JB-7-15
JB-7-14
10' UTILITY
EASEMENT
10
15
20
25
30
35
40
45
50
55
60
10
15
20
25
30
35
40
45
50
55
60
0.44%-0.50%0.50%-0.50%
PVI STA: 12+00.13
PVI ELEV: 40.89
K: 213.36
LVC: 200.00
HP STA: 11+93.47
HP ELEV: 40.66
BV
C
S
:
1
1
+
0
0
.
1
3
BV
C
E
:
4
0
.
4
6
EV
C
S
:
1
3
+
0
0
.
1
3
EV
C
E
:
4
0
.
3
9
PVI STA: 17+25.95
PVI ELEV: 40.61
K: 199.99
LVC: 200.00
HP STA: 17+25.94
HP ELEV: 40.36
BV
C
S
:
1
6
+
2
5
.
9
5
BV
C
E
:
4
0
.
1
1
EV
C
S
:
1
8
+
2
5
.
9
5
EV
C
E
:
4
0
.
1
1
PVI STA: 14+91.55
PVI ELEV: 39.44
K: 200.02
LVC: 200.00
LP STA: 14+91.54
LP ELEV: 39.69
BV
C
S
:
1
3
+
9
1
.
5
5
BV
C
E
:
3
9
.
9
4
EV
C
S
:
1
5
+
9
1
.
5
5
EV
C
E
:
3
9
.
9
4
PVI STA: 19+73.87
PVI ELEV: 39.37
K: 199.98
LVC: 200.00
LP STA: 19+73.87
LP ELEV: 39.62
BV
C
S
:
1
8
+
7
3
.
8
7
BV
C
E
:
3
9
.
8
7
EV
C
S
:
2
0
+
7
3
.
8
7
EV
C
E
:
3
9
.
8
7
10+00
40
.
0
2
39
.
1
3
40
.
0
6
40
.
2
4
11+00
40
.
4
6
40
.
7
3
41
.
2
5
40
.
6
2
12+00
40
.
6
6
41
.
1
0
40
.
9
4
40
.
5
9
13+00
40
.
3
9
40
.
8
9
41
.
0
0
40
.
1
4
14+00
39
.
9
0
40
.
6
5
40
.
5
3
39
.
7
3
15+00
39
.
6
9
40
.
4
4
40
.
6
0
39
.
7
7
16+00
39
.
9
8
40
.
5
8
40
.
4
2
40
.
2
1
17+00
40
.
3
4
40
.
5
0
40
.
8
2
40
.
3
4
18+00
40
.
2
2
40
.
7
2
40
.
7
9
39
.
9
9
19+00
39
.
7
6
41
.
0
2
41
.
0
8
39
.
6
3
20+00
39
.
6
4
40
.
7
7
40
.
5
0
39
.
7
6
21+00
40
.
0
0
40
.
4
8
CB
-
7
-
1
6
ST
A
.
1
4
+
4
1
.
6
6
(1
3
.
1
4
'
R
)
CB
-
7
-
1
8
ST
A
.
1
7
+
7
8
.
3
9
(1
3
.
0
8
'
R
)
CB
-
7
-
1
8
.
2
ST
A
.
1
7
+
5
6
.
4
8
(3
3
.
0
9
'
L
)
CB
-
7
-
1
8
.
1
ST
A
.
1
7
+
7
9
.
0
0
(3
3
.
2
1
'
L
)
CB
-
7
-
1
9
ST
A
.
1
9
+
5
7
.
1
3
(1
3
.
1
7
'
R
)
CB
-
7
-
1
9
.
1
ST
A
.
1
9
+
5
7
.
0
9
(3
4
.
2
3
'
L
)
CB
-
7
-
1
9
.
2
ST
A
.
1
9
+
3
4
.
8
1
(3
4
.
5
8
'
L
)
30" HP 334 LF @ 0.49%
18" HP 25 LF @ 1.00%
30" HP 170 LF @ 0.40%
24" HP 25 LF @ 0.50%
SS
M
H
-
9
6
ST
A
=
2
0
+
5
0
.
7
1
RI
M
=
3
9
.
7
4
'
IN
V
I
N
=
2
8
.
1
5
'
(
9
5
(
5
'
M
H
)
)
IN
V
O
U
T
=
2
8
.
1
5
'
SS
M
H
-
9
7
ST
A
=
1
9
+
4
6
.
0
6
RI
M
=
3
9
.
5
0
'
IN
V
I
N
=
2
8
.
5
7
'
(
9
6
)
IN
V
O
U
T
=
2
8
.
5
7
'
SS
M
H
-
9
9
ST
A
=
1
7
+
6
2
.
3
4
RI
M
=
4
0
.
1
5
'
IN
V
I
N
=
2
9
.
3
1
'
(
9
8
)
IN
V
O
U
T
=
2
9
.
3
1
'
SS
M
H
-
1
0
0
ST
A
=
1
4
+
6
1
.
0
0
RI
M
=
3
9
.
5
8
'
IN
V
I
N
=
3
0
.
5
2
'
(
9
9
)
IN
V
O
U
T
=
3
0
.
5
2
'
SS
M
H
-
1
0
1
ST
A
=
1
1
+
2
7
.
3
1
RI
M
=
4
0
.
4
8
'
IN
V
I
N
=
3
1
.
8
6
'
(
1
0
0
)
IN
V
I
N
=
3
1
.
8
6
'
(
1
0
2
)
SS
M
H
-
9
8
ST
A
=
1
8
+
5
6
.
8
8
RI
M
=
3
9
.
6
9
'
IN
V
I
N
=
2
8
.
9
4
'
(
9
7
)
IN
V
O
U
T
=
2
8
.
9
3
'
334LF - 8" S.S.
@ -0.40% SLOPE
302LF - 8" S.S.
@ -0.40% SLOPE 96LF - 8" S.S.
@ -0.40% SLOPE 90LF - 8" S.S.
@ -0.40% SLOPE 106LF - 8" S.S.
@ -0.40% SLOPE
15" HP 127 LF @ 1.00%
CB
-
7
-
1
7
.
1
ST
A
.
1
3
+
1
5
.
1
8
(1
3
.
0
9
'
L
)
CB
-
7
-
1
7
ST
A
.
1
3
+
1
5
.
0
6
(1
3
.
1
6
'
R
)
CB
-
7
-
2
0
ST
A
.
2
0
+
3
5
.
2
5
(1
3
.
0
9
'
R
)
CB
-
7
-
2
0
.
1
ST
A
.
2
0
+
3
7
.
7
0
(1
2
.
7
8
'
L
)
15" HP 75 LF @ 1.25%
133LF - 8" S.S.
@ 0.40% SLOPE
99LF - 8" S.S.
@ -0.40% SLOPE
3' MIN COVER
1.3' SEPARATION
1.0' SEPARATION 1.0' SEPARATION
1.0' SEPARATION 1.0' SEPARATION
1.0' SEPARATION
STRUCTURAL BRIDGE
(SEE DETAIL 4/CU-502)
20LF 8" DIP S.S.
CENTERED UNDER
STRUCTURAL BRIDGE
(SEE DETAIL 4/CU-502)
20LF 8" DIP S.S.
CENTERED UNDER
6" HDPE W.M.
(SEE DETAIL 3/CU-502)
8" HDPE W.M.
(SEE DETAIL 3/CU-502)
6" HDPE W.M.
(SEE DETAIL 3/CU-502)
6" HDPE W.M.
(SEE DETAIL 3/CU-502)
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
SEE SHEET CU-703
MATCHLINE
SE
E
S
H
E
E
T
C
U
-
7
0
3
MA
T
C
H
L
I
N
E
SEE SH
E
E
T
C
U
-
7
0
9
MATCH
L
I
N
E
NOTE:
·ALL WATER MAINS TO BE INSTALLED WITH
MINIMUM COVER OF 3' AND MAXIMUM COVER OF 5'
UNLESS OTHERWISE INDICATED.
·REFERENCE CFPUA DETAIL WS-11 WHILE
UTILIZING 12" SEPARATION BETWEEN WATER
MAINS AND STORM DRAINS.
ROAD N
(50' P.U.E.)
ROAD N
(50' P.U.E.)
386387
388389390391392393394395
413
414
415416
417
418443
444
445446
447
448
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTION
(1) 8"x6" MJ CROSS
(2) 8" GATE VALVE
(2) 6" GATE VALVE
FHA (TYP.)
(1) 6" MJ TEE
(2) 6" GATE VALVE
(1) 6"x2" MJ TEE
(1) 6" GATE VALVE
(1) 2" GATE VALVE
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTION
(1) 6" MJ TEE
(2) 6" GATE VALVE
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTION
CB-7-19.1
CB-7-19
CB-7-20
CB-7-20.1 CB-6-14.1
JB-6-14
CB-6-13
CB-6-13.1
CB-6-12
CB-6-12.1
JB-6-9
CB-6-8
CB-6-8.1
CB-6-2
CB-6-2.1
CB-6-3
CB-6-3.1
SSMH-97
8" C
9
0
0
1
0
6
.
0
3
'
SSMH-96 8" C9
0
0
9
9
.
4
6
'
SSMH-95 (5' MH)
8" C900 100.
0
3
'
SSMH-94 (5' MH)
8" C900 151.64'
SSMH-76 (5' MH)
8"
C
9
0
0
3
5
4
.
1
9
'
8" C900 290.00'
SSMH-82 (5' MH)
8"
C
9
0
0
2
8
6
.
3
7
'
8" C900 392.57'
SSMH-88 (5' MH)
8" C900 392.65'
CB-6-15.1 CB-6-15
CB-6-10.1
CB-6-10
CB-6-11CB-6-11.1
JB-6-1
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
PROPOSED 8" PVC
C-900 WATER MAIN
(TYP.)
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
8" C-900 FORCE MAIN
(TYP.)
CULVERT 2
2-30" HP PIPE
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+78.75
PVI ELEV: 40.89
K: 200.03
LVC: 200.00
HP STA: 22+78.77
HP ELEV: 40.64
BV
C
S
:
2
1
+
7
8
.
7
5
BV
C
E
:
4
0
.
3
9
EV
C
S
:
2
3
+
7
8
.
7
5
EV
C
E
:
4
0
.
3
9
PVI STA: 30+50.25
PVI ELEV: 40.45
K: 200.20
LVC: 200.00
HP STA: 30+50.17
HP ELEV: 40.20
BV
C
S
:
2
9
+
5
0
.
2
5
BV
C
E
:
3
9
.
9
5
EV
C
S
:
3
1
+
5
0
.
2
5
EV
C
E
:
3
9
.
9
5
PVI STA: 27+08.95
PVI ELEV: 38.74
K: 200.22
LVC: 200.00
LP STA: 27+09.02
LP ELEV: 38.99
BV
C
S
:
2
6
+
0
8
.
9
5
BV
C
E
:
3
9
.
2
4
EV
C
S
:
2
8
+
0
8
.
9
5
EV
C
E
:
3
9
.
2
4
21+00
40
.
0
0
40
.
4
8
40
.
5
0
40
.
2
5
22+00
40
.
4
9
39
.
9
8
39
.
6
2
40
.
6
2
23+00
40
.
6
3
39
.
7
3
39
.
8
9
40
.
5
2
24+00
40
.
2
9
39
.
9
9
39
.
5
6
40
.
0
4
25+00
39
.
7
9
39
.
3
6
39
.
1
9
39
.
5
4
26+00
39
.
2
9
39
.
0
3
39
.
0
1
39
.
0
8
27+00
38
.
9
9
38
.
8
3
39
.
0
8
39
.
0
3
28+00
39
.
2
0
39
.
1
2
39
.
1
1
39
.
4
5
29+00
39
.
7
0
39
.
0
1
38
.
8
5
39
.
9
5
30+00
40
.
1
3
38
.
9
6
39
.
0
6
40
.
2
0
31+00
40
.
1
3
39
.
1
0
38
.
9
9
39
.
9
5
32+00
39
.
7
0
38
.
9
3
CB
-
6
-
1
4
.
1
ST
A
.
2
3
+
5
9
.
6
7
(1
4
.
1
5
'
R
)
CB
-
6
-
1
3
ST
A
.
2
4
+
3
6
.
8
1
(1
3
.
1
7
'
R
)
CB
-
6
-
1
3
.
1
ST
A
.
2
4
+
3
6
.
7
5
(1
3
.
1
4
'
L
)
CB
-
6
-
1
2
ST
A
.
2
6
+
4
9
.
8
9
(1
4
.
3
3
'
R
)
CB
-
6
-
1
2
.
1
ST
A
.
2
6
+
4
9
.
4
2
(1
4
.
3
7
'
L
)
CB
-
6
-
8
ST
A
.
2
7
+
2
6
.
5
5
(1
2
.
1
5
'
R
)
CB
-
6
-
8
.
1
ST
A
.
2
7
+
2
6
.
6
6
(1
3
.
1
3
'
L
)
CB
-
6
-
2
ST
A
.
2
8
+
4
3
.
1
9
(1
3
.
0
4
'
R
)
CB
-
6
-
3
ST
A
.
3
1
+
3
7
.
3
6
(1
3
.
1
7
'
R
)
CB
-
6
-
3
.
1
ST
A
.
3
1
+
3
7
.
4
8
(1
3
.
1
7
'
L
)
36" HP 213 LF @ 0.50%
48" HP 117 LF @ 1.05%
36" HP 294 LF @ 0.49%
JB
-
6
-
9
ST
A
.
2
6
+
9
5
.
5
0
(1
3
.
7
2
'
R
)
48" HP 31 LF @ 0.50%
JB
-
6
-
1
4
ST
A
.
2
4
+
0
4
.
9
3
(1
2
.
6
8
'
R
)
36" HP 32 LF @ 0.50%
SS
M
H
-
9
5
(
5
'
M
H
)
ST
A
=
2
1
+
4
8
.
9
2
RI
M
=
4
0
.
2
6
'
IN
V
I
N
=
2
7
.
7
5
'
(
9
4
(
5
'
M
H
)
)
IN
V
O
U
T
=
2
7
.
7
5
'
SS
M
H
-
9
4
(
5
'
M
H
)
ST
A
=
2
2
+
4
7
.
7
1
RI
M
=
4
0
.
5
0
'
IN
V
I
N
=
2
7
.
3
5
'
(
7
6
(
5
'
M
H
)
)
IN
V
O
U
T
=
2
7
.
3
5
'
SS
M
H
-
7
6
(
5
'
M
H
)
ST
A
=
2
3
+
9
9
.
3
3
RI
M
=
4
0
.
0
6
'
IN
V
I
N
=
2
3
.
4
4
'
(
7
5
(
5
'
M
H
)
)
IN
V
I
N
=
2
3
.
4
4
'
(
8
2
(
5
'
M
H
)
)
IN
V
O
U
T
=
2
5
.
8
3
'
IN
V
O
U
T
=
2
3
.
4
4
'
SS
M
H
-
8
2
(
5
'
M
H
)
ST
A
=
2
6
+
8
9
.
3
3
RI
M
=
3
9
.
0
3
'
IN
V
I
N
=
2
6
.
7
1
'
(
8
1
)
IN
V
O
U
T
=
2
4
.
6
0
'
IN
V
O
U
T
=
2
6
.
7
1
'
SS
M
H
-
8
8
(
5
'
M
H
)
ST
A
=
3
0
+
8
1
.
9
0
RI
M
=
3
9
.
9
8
'
IN
V
I
N
=
2
8
.
2
8
'
(
8
2
(
5
'
M
H
)
)
IN
V
O
U
T
=
2
8
.
2
8
'
152LF - 8" S.S.
@ -1.00% SLOP
E
100LF - 8" S.S.
@ -0.40% SLOPE
393LF - 8" S.S.
@ -0.40% SLOPE
36" HP 46 LF @ 0.50%
15" HP 45 LF @ 0.50%
3' MIN COVER
1.0' SEPARATION 2.4' SEPARATION
8" HDPE SEWER
FORCE MAIN
AT PIPE CROSSING
6" HDPE W.M.
(SEE DETAIL
3/CU-502)
290LF - 8" S.S.
@ 0.40% SLOPE
CULVERT 2
CB
-
6
-
2
.
1
ST
A
.
2
8
+
4
3
.
5
3
(1
3
.
1
5
'
L
)
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
SEE SHEET CU-707
MATCHLINE
SEE SHEET CU-706
MATCHLINE
S
E
E
S
H
E
E
T
C
U
-
7
0
8
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C
U
-
7
1
0
MA
T
C
H
L
I
N
E
NOTE:
·ALL WATER MAINS TO BE INSTALLED WITH
MINIMUM COVER OF 3' AND MAXIMUM COVER OF 5'
UNLESS OTHERWISE INDICATED.
·REFERENCE CFPUA DETAIL WS-11 WHILE
UTILIZING 12" SEPARATION BETWEEN WATER
MAINS AND STORM DRAINS.
PUMP STATION
ROAD N
(50' P.U.E.)
371
372
373374
375
376
377
384385
386387
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 392.65'SSMH-87
JB-6-5
CB-6-4
CB-6-4.1
10' UTILITY
EASEMENT
CB-6-6.1
CB-6-6
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
CULVERT 3
2- 36" RCP PIPE
15
20
25
30
35
40
45
50
55
15
20
25
30
35
40
45
50
55
0.50%
PVI STA: 33+48.36
PVI ELEV: 38.96
K: 200.02
LVC: 200.00
LP STA: 33+48.35
LP ELEV: 39.21
BV
C
S
:
3
2
+
4
8
.
3
6
BV
C
E
:
3
9
.
4
6
EV
C
S
:
3
4
+
4
8
.
3
6
EV
C
E
:
3
9
.
4
6
32+00
39
.
7
0
38
.
9
3
38
.
9
9
39
.
4
5
33+00
39
.
2
6
38
.
8
4
38
.
1
8
39
.
2
1
34+00
39
.
2
7
38
.
4
6
38
.
6
6
39
.
4
6
34+80
39
.
5
8
38
.
6
9
CB
-
6
-
4
ST
A
.
3
3
+
2
3
.
4
9
(1
3
.
1
4
'
R
)
CB
-
6
-
4
.
1
ST
A
.
3
3
+
2
3
.
3
9
(1
3
.
1
3
'
L
)
JB
-
6
-
5
ST
A
.
3
4
+
7
0
.
4
2
(1
4
.
1
6
'
R
)
15" HP 122 LF @ 0.50%
36" HP 186 LF @ 0.50%
SSMH - 87
STA = 34+74.55
RIM = 39.50'
INV IN = 29.85' (88 (5' MH))
INV OUT = 29.85'
393LF - 8" S.S.
@ -0.40% SLOPE
3' MIN COVER
3.7' SEPARATION
36" HP 147 LF @ 0.48%
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
SEE SHEET CU-712
MATCHLINE
SE
E
S
H
E
E
T
C
U
-
7
0
9
MA
T
C
H
L
I
N
E
NOTE:
·ALL WATER MAINS TO BE INSTALLED WITH
MINIMUM COVER OF 3' AND MAXIMUM COVER OF 5'
UNLESS OTHERWISE INDICATED.
·REFERENCE CFPUA DETAIL WS-11 WHILE
UTILIZING 12" SEPARATION BETWEEN WATER
MAINS AND STORM DRAINS.
RO
A
D
O
(5
0
'
P
.
U
.
E
.
)
ROAD P
(50' P.U.E.)
348
349 350 351 352 353 354 355 356 357 358 359 360 361 362
363
396397398399400401402403404405406407408
409
FHA (TYP.)PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)
10' UTILITY
EASEMENT
(1) 8"x6" MJ TEE
(1) 8" GV
(1) 6" GV
FHA (TYP.)
CB-5-29.1
CB-5-29
JB-5-28
CB-5-27.1
CB-5-27
CB-5-30CB-5-30.1
CB-5-24
CB-5-24.1
CB-5-25
CB-5-25.1
CB-5-26
CB-5-26.1
SSMH-84
8" C900 385.00'
SSMH-83
8" C900 265.72'
SSMH-80
8"
C
9
0
0
2
6
7
.
2
3
'
8"
C
9
0
0
2
5
2
.
3
0
'
SSMH-85
10' UTILITY
EASEMENT
Structure - (307)
Structure - (306)
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
EV
C
E
:
3
8
.
7
8
10+00
38
.
4
6
38
.
4
6
38
.
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
CB
-
5
-
2
4
ST
A
.
1
1
+
5
9
.
6
2
(1
2
.
4
1
'
R
)
CB
-
5
-
2
4
.
1
ST
A
.
1
1
+
5
9
.
3
9
(1
2
.
0
5
'
L
)
CB
-
5
-
2
5
ST
A
.
1
4
+
9
6
.
5
7
(1
2
.
1
2
'
R
)
CB
-
5
-
2
5
.
1
ST
A
.
1
4
+
9
6
.
6
4
(1
2
.
1
2
'
L
)
CB
-
5
-
2
6
ST
A
.
1
6
+
8
1
.
7
5
(1
2
.
1
6
'
R
)
CB
-
5
-
2
6
.
1
ST
A
.
1
6
+
8
2
.
0
7
(1
2
.
1
0
'
L
)
24" HP 337 LF @ -0.50%
24" HP 186 LF @ -0.49%
JB
-
5
-
2
8
ST
A
.
1
0
+
1
1
.
8
8
(1
1
.
6
2
'
R
)
CB
-
5
-
2
9
ST
A
.
1
0
+
1
2
.
1
2
(4
2
.
5
9
'
L
)
30" HP 29 LF @ 0.50%
SS
M
H
-
8
0
ST
A
=
1
0
+
0
5
.
5
0
RI
M
=
3
8
.
5
0
'
IN
V
I
N
=
2
8
.
9
3
'
(
7
9
)
IN
V
O
U
T
=
2
8
.
9
3
'
IN
V
O
U
T
=
2
8
.
9
3
'
SS
M
H
-
8
3
ST
A
=
1
2
+
7
1
.
2
2
RI
M
=
3
9
.
3
5
'
IN
V
I
N
=
2
9
.
9
9
'
(
8
0
)
IN
V
O
U
T
=
3
0
.
6
0
'
SS
M
H
-
8
4
ST
A
=
1
6
+
5
6
.
2
2
RI
M
=
3
8
.
2
5
'
IN
V
I
N
=
3
2
.
1
4
'
(
8
3
)
385LF - 8" S.S.
@ -0.40% SLOPE
266LF - 8" S.S.
@ -0.40% SLOPE
30" HP 119 LF @ 0.73%
CB
-
5
-
2
7
ST
A
.
1
0
+
4
0
.
7
8
(1
1
.
7
3
'
R
)
CB
-
5
-
2
7
.
1
ST
A
.
1
0
+
4
0
.
6
0
(1
2
.
2
0
'
L
)
3' MIN COVER
1.4' SEPARATION
1.0' SEPARATION
2.4' SEPARATION
2.7' SEPARATION
6" HDPE W.M.
(SEE DETAIL 3/CU-502)
6" HDPE W.M.
(SEE DETAIL 3/CU-502)
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
SEE SHEET CU-707
MATCHLINE
SEE SHEET CU-707
MATCHLINE
SEE SHEET CU-712
MATCHLINE
NOTE:
·ALL WATER MAINS TO BE INSTALLED WITH
MINIMUM COVER OF 3' AND MAXIMUM COVER OF 5'
UNLESS OTHERWISE INDICATED.
·REFERENCE CFPUA DETAIL WS-11 WHILE
UTILIZING 12" SEPARATION BETWEEN WATER
MAINS AND STORM DRAINS.
362
363 364 365 366 367 368 369 370 371 372 373
374375376377378379380381382383
ROAD P
(50' P.U.E.)
FHA (TYP.)
FHA (TYP.)
(1) 6" MJ TEE
(2) 6" GV
TEMPORARY BLOW OFF
ASSEMBLY (TYP.)
FOR FUTURE CONNECTION
10' UTILITY
EASEMENT
PROPOSED 6" PVC
C-900 WATER MAIN
(TYP.)JB-6-5
CB-6-7.1
CB-6-7
CB-5-26 CB-5-26.1
CB-6-6
CB-6-6.1
SSMH-86
8" C900 100.52'
SSMH-87
8"
C
9
0
0
3
9
2
.
6
5
'
SSMH-85
8" C900 340.52'
10' UTILITY
EASEMENT
50' DRAINAGE
EASEMENT
15
20
25
30
35
40
45
50
55
15
20
25
30
35
40
45
50
55
-0.50%
1.25%0.70%
2.00%
-0.86%
PVI STA: 19+32.33
PVI ELEV: 39.71
K: 127.77
LVC: 200.00
HP STA: 19+22.18
HP ELEV: 39.33
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
.
8
5
PVI STA: 22+22.75
PVI ELEV: 40.03
K: 114.42
LVC: 200.00
HP STA: 22+65.54
HP ELEV: 39.67
BV
C
S
:
2
1
+
2
2
.
7
5
BV
C
E
:
3
8
.
7
8
EV
C
S
:
2
3
+
2
2
.
7
5
EV
C
E
:
3
9
.
5
3
PVI STA: 20+89.34
PVI ELEV: 38.36
K: 23.70
LVC: 50.00
LP STA: 20+84.77
LP ELEV: 38.49
BV
C
S
:
2
0
+
6
4
.
3
4
BV
C
E
:
3
8
.
5
8
EV
C
S
:
2
1
+
1
4
.
3
4
EV
C
E
:
3
8
.
6
7
18+00
38
.
7
8
38
.
5
0
38
.
4
7
39
.
1
2
19+00
39
.
3
1
38
.
3
7
38
.
3
5
39
.
3
0
20+00
39
.
0
9
38
.
3
9
38
.
4
2
38
.
7
0
21+00
38
.
5
4
38
.
4
2
38
.
4
4
39
.
0
9
22+00
39
.
4
8
38
.
4
6
38
.
5
6
39
.
6
6
23+00
39
.
6
2
38
.
7
0
23+39
39
.
7
2
38
.
7
3
JB
-
6
-
5
ST
A
.
2
2
+
8
2
.
0
1
(9
.
6
3
'
L
)
SS
M
H
-
8
6
ST
A
=
2
2
+
0
1
.
1
4
RI
M
=
3
9
.
3
5
'
IN
V
I
N
=
3
0
.
2
5
'
(
8
7
)
IN
V
I
N
=
3
0
.
2
5
'
(
8
5
)
SS
M
H
-
8
7
ST
A
=
2
3
+
0
1
.
6
6
RI
M
=
3
9
.
5
0
'
IN
V
I
N
=
2
9
.
8
5
'
(
8
8
(
5
'
M
H
)
)
IN
V
O
U
T
=
2
9
.
8
5
'
101LF - 8" S.S.
@ -0.40% SLOPE
CB
-
6
-
7
ST
A
.
2
0
+
8
1
.
8
0
(1
2
.
0
7
'
L
)
24" HP 200 LF @ 0.40%
CB
-
6
-
7
.
1
ST
A
.
2
0
+
8
2
.
1
6
(1
2
.
0
8
'
R
)
SS
M
H
-
8
5
ST
A
=
1
8
+
6
0
.
3
1
RI
M
=
3
9
.
0
4
'
IN
V
O
U
T
=
3
1
.
6
1
'
341LF - 8" S.S.
@ 0.40% SLOPE
3' MIN COVER
1.0' SEPARATION2.7' SEPARATION 2.2' SEPARATION
6" HDPE W.M.
(SEE DETAIL 3/CU-502)
1.0' SEPARATION
6" HDPE W.M.
(SEE DETAIL
3/CU-502)
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
SEE SHEET CU-711
MATCHLINE
SEE SHEET CU-710
MATCHLINE
NOTE:
·ALL WATER MAINS TO BE INSTALLED WITH
MINIMUM COVER OF 3' AND MAXIMUM COVER OF 5'
UNLESS OTHERWISE INDICATED.
·REFERENCE CFPUA DETAIL WS-11 WHILE
UTILIZING 12" SEPARATION BETWEEN WATER
MAINS AND STORM DRAINS.
ROAD K
(50' P.U.E.)
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' UTILITY
EASEMENT
REMOVE BLOW-OFF ASSEMBLY
AND TIE TO EXISTING 6"
WATER MAIN
SSMH-107
CB-8-4.1
JB-8-1
CB-8-4
JB-8-2
CB-8-3
CB-8-3.1
8" C900 246.15'
SSMH-108
8" C900 81.47'
SSMH-109
8"
C
9
0
0
7
0
.
4
3
'
SSMH-110
8
"
C
9
0
0
7
0
.
6
7
'
10' UTILITY
EASEMENT
CONNECT TO EXISTING
SSMH-62
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 @ 0.30%
30" HP 76 LF @ 0.30%
15" HP 94 LF @ -1.22%
JB
-
8
-
2
ST
A
.
1
3
+
3
4
.
5
8
(1
2
.
8
7
'
L
)
JB
-
8
-
1
ST
A
.
1
4
+
1
6
.
2
4
(1
2
.
2
4
'
L
)
CB
-
8
-
4
.
1
ST
A
.
1
5
+
1
0
.
0
6
(1
2
.
1
4
'
R
)
CB
-
8
-
4
ST
A
.
1
5
+
0
9
.
7
6
(1
2
.
0
0
'
L
)
CB
-
8
-
3
.
1
ST
A
.
1
2
+
4
6
.
3
4
(1
2
.
1
4
'
R
)
CB
-
8
-
3
ST
A
.
1
2
+
4
8
.
4
1
(1
2
.
1
5
'
L
)
SS
M
H
-
1
1
0
ST
A
=
1
2
+
7
7
.
5
1
RI
M
=
3
8
.
7
0
'
IN
V
I
N
=
3
1
.
6
3
'
(
1
0
9
)
IN
V
O
U
T
=
3
1
.
6
3
'
SS
M
H
-
1
0
9
ST
A
=
1
3
+
4
5
.
8
2
RI
M
=
3
9
.
4
4
'
IN
V
I
N
=
3
1
.
9
1
'
(
1
0
8
)
IN
V
O
U
T
=
3
1
.
9
1
'
SS
M
H
-
1
0
8
ST
A
=
1
4
+
2
5
.
9
6
RI
M
=
3
9
.
2
9
'
IN
V
I
N
=
3
2
.
2
4
'
(
1
0
7
)
IN
V
O
U
T
=
3
2
.
2
4
'
SSMH - 107
STA = 16+72.11
RIM = 39.67'
INV OUT = 33.22'
246LF - 8" S.S.
@ 0.40% SLOPE
81LF - 8" S.S.
@ 0.40% SLOPE70LF - 8" S.S.
@ 0.40% SLOPE
3' MIN COVER
0.6' SEPARATION
1.5' SEPARATION
STRUCTURAL BRIDGE
(SEE DETAIL 4/CU-502)
STRUCTURAL BRIDGE
(SEE DETAIL 4/CU-502)
20LF 8" DIP S.S.
CENTERED UNDER
20LF 8" DIP S.S.
CENTERED UNDER
EX
I
S
I
T
I
N
G
S
S
M
H
-
6
2
ST
A
=
1
2
+
0
7
.
3
6
RI
M
=
3
8
.
4
4
'
IN
V
I
N
=
3
1
.
4
0
IN
V
O
U
T
=
3
1
.
4
0
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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'
PROPOSED
GRADE
REMOVE BLOW-OFF
ASSEMBLY AND TIE IN TO
EXISTING 6" WATER MAIN
6" PVC C-900
WATER MAIN
NOTE:
·ALL WATER MAINS TO BE INSTALLED WITH
MINIMUM COVER OF 3' AND MAXIMUM COVER OF 5'
UNLESS OTHERWISE INDICATED.
·REFERENCE CFPUA DETAIL WS-11 WHILE
UTILIZING 12" SEPARATION BETWEEN WATER
MAINS AND STORM DRAINS.
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
24-QUE VIR
ROAD M
(50' P.U.E.)
R
O
A
D
J
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD I
(50' P.U.E.)
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
.
U
.
E
.
)
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' P.U.E.)
R
O
A
D
M
(5
0
'
P
.
U
.
E
.
)
RO
A
D
M
(5
0
'
P
.
U
.
E
.
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
ROAD N
(50' P.U.E.)
ROAD O
(50' P.U.E.)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
RO
A
D
P
(5
0
'
P
.
U
.
E
.
)
RO
A
D
L
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
ROAD P
(50' P.U.E.)
24-QUE VIR
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
LEGEND AND NOTES1
0
SCALE: 1"=150' (Horiz.)
300'150'150'
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
39
40
39
38
39
4040
39
39
38
39
39
39
39
38
39 38
38
39
39
38
40
39
37
38
38
3838
3
8
39
39
40
39
35
32 33 34
36
35
32 33 34
36
37 38
39
35
32 33 34
36 37 38
35
32 33 34
36 37 38
ROAD M
(50' P.U.E.)
ROAD I
(50' P.U.E.)
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
SCM POND 5
SCM POND 6
39
40
40
40
40
40
39
2627
40
40
39
4
0
40
41
41
35
35
3333
34
34
36
36
37
37 38
38 39
35
35
40
34
34
36
36
37
37 38
38 39
35
35
40
3434
36
36
37
37 38
38 39
35
35
40
36
36
37
37 38
38 39
4
0
41
40
3
9
30
35
40
28
29
31
32
33
34
36
37
38
39
3
0
3
5
40
2
8
2
9
3
1
3
2
3
3
3
4
3
6
3
6
3
6
37
38
39
30
35
26
27
28
29
31
32
33
34
3
6
30
35
27 28 29 31 32 33 34 36
30
35
40
26
27
28
29
31
32
33
34
36
37
38
39
RO
A
D
M
(5
0
'
P
.
U
.
E
.
)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
RO
A
D
P
(5
0
'
P
.
U
.
E
.
)
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' P.U.E.)
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
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
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 TRIANGLESCM POND 7
39
39
40
41
40
39
38
40
40
40
39
40
40
40
39
37
41
40
41
41
40
39
3
9
39
40
4040
40
40
4040
41
41
30
35
40
27 28 29 31 32 33 34 36 37 38 39
30
35
40
29 31 32 33 34
36
37
38 39
ROAD L
(50' P.U.E.)
ROAD N
(50' P.U.E.)
ROAD O
(50' P.U.E.)
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
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
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
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
SCM POND 8
40
40
41
4
0
40
38
39
40
41
40
39
39
40
41
41
4
0
4
0
4
0
4
1
3
9
4
1
40
39
40
35
31
32
33
34
36
37
35
32
33
34
36
37
35
313233343637
3839
3
5
3
1
3
2
3
3
3
4
3
6
3
7
3
8
R
O
A
D
J
(
5
0
'
P
R
I
V
A
T
E
R
/
W
)
R
O
A
D
K
(
5
0
'
P
.
U
.
E
.
)
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
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.)
VEGETATIVE SHELF
PLANTING, SEE DETAIL
4/CL501 (TYP.)
24-QUE VIR
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
S
E
E
S
H
E
E
T
C
L
-
1
0
5
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C
L
-
1
0
3
MA
T
C
H
L
I
N
E
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
AMENITY
POND 9
SCM POND 8
35 3436373839
41
41
41
40
41
4
0
41
4
1
39
4
0
30
35
40
29 31 32 33 34 36
37
38 39
35
31
32
33
34
36
37
35
34
36
37
35
313233343637
3839
3
5
3
1
3
2
3
3
3
4
3
6
3
7
3
8
R
O
A
D
M
(5
0
'
P
.
U
.
E
.
)
463
464
465
466
467
468
469
470
471
472 473 474 475
476 477
478 479
14 - QUE VIR
14 - QUE VIR
10 x 70 NCDOT SIGHT
DISTANCE TRIANGLE (TYP.)
PHASE LINE
VEGETATIVE SHELF
PLANTING, SEE DETAIL
4/CL501 (TYP.)
VEGETATIVE SHELF
PLANTING, SEE DETAIL
4/CL501 (TYP.)
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
N
E
SEE SHEET CL-103
MATCHLINE
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
NOT TO SCALE
4" MIN.
COMPACTED BACKFILL
8" ABC STONE
1 1/2" SF-9.5B
1 1/2" 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
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.
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
SILT FENCE Drainage Length Acre 0.25 Acre
No.Area per 100 ft per 100 ft
ac ft YES/NO
SILT FENCE
SF 1 6.10 3283 0.19 YES
SF 2 4.55 1823 0.25 YES
SF 2 0.94 1382 0.07 YES
SF 4 1.87 1038 0.18 YES
CE-502
60
N/A
N/A
EROSION CONTROL DETAILS
SCALE: NTSSKIMMER SEDIMENT BASIN - INITIAL CLEARING AND GRUBBING CONSTRUCTION1
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
RCP RISER - SEE SCM DETAIL SHEETS
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 BASIN - PHASE 2 CONSTRUCTION4
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.
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.
4. LAST WATTLE AT THE END OF THE CWDD SHOULD BE A 6 WATTLE PYRAMID COMPRISED OF 3
WATTLES ON THE BOTTOM, 2 WATTLES ON SECOND ROW AND 1 WATTLE ON THE TOP.
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
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
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
CONNECT TO PROPOSED PERMANENT WATER QUALITY ORIFICE OPENING
RCP RISER - SEE SCM DETAIL SHEETS
CONNECT TO PROPOSED PERMANENT WATER QUALITY ORIFICE OPENING
CE-503
61
N/A
N/A
EROSION CONTROL DETAILS
SCALE: NTSNCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING1
SCALE: NTSNCG01 GROUND STABLIZATION AND MATERIALS HANDLING2SCALE: 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.
4.DITCHES ARE TO BE FILLED IMMEDIATELY AFTER INSTALLATION OF A
DITCH PLUG AND PRIOR TO A RAIN EVENT.
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
- STABILIZE DIVERSION DITCH WITH
TEMPORARY SEEDING AND EROSION
CONTROL NETTING
2' MIN
COMPACTED
SEDIMENT LADEN
WATER FLOW
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
WATTLE CHECK DAM
LAST WATTLE TO BE A 6 WATTLES IN A
PYRAMID.
(SEE DETAIL 2/CE-502)
CE-504
62
N/A
N/A
EROSION CONTROL DETAILS
SCALE: NTSTEMPORARY DITCH CROSSING1
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
NTSDANDY SACK INLET PROTECTION2
STORM
SEWER GRATE
REINFORCED
CORNERS
MANAGEABLE
2 FOOT
CONTAINMENT AREA
LIFT
STRAPS
OPTIONAL
OVERFLOW
PORTS
DUMPING
STRAPS
STORM
INLET
DANDY SACK
Ô
Ô
Ô
Grab Tensile Strength ASTM D 4632 kN (lbs)1.78 (400) x 1.40 (315)
Grab Tensile Elongation ASTM D 4632 %15 x 15
Puncture Strength ASTM D 4833 kN (lbs)0.67 (150)
Mullen Burst Strength ASTM D 3786 kPa (psi)5506 (800)
Trapezoid Tear Strength ASTM D 4533 kN (lbs)0.67 (150) x 0.73 (165)
UV Resistence ASTM D 4355 %90
Apparent Opening Size ASTM D 4751 Mm (US Std Sieve)0.425 (40)
Flow Rate ASTM D 4491 1/min/m (gal/min/ft )2852 (70)
Permittivity ASTM D 4491 Sec 0.90-1
22
Ô
Grab Tensile Strength ASTM D 4632 kN (lbs)1.62 (365) X 0.89 (200)
Grab Tensile Elongation ASTM D 4632 %24 X 10
Puncture Strength ASTM D 4833 kN (lbs)0.40 (90)
Mullen Burst Strength ASTM D 3786 kPa (psi)3097 (450)
Trapezoid Tear Strength ASTM D 4533 kN (lbs)0.51 (115) X 0.33 (75)
UV Resistence ASTM D 4355 %90
Apparent Opening Size ASTM D 4751 Mm (US Std Sieve)0.425 (40)
Flow Rate ASTM D 4491 1/min/m (gal/min/ft )5907 (145)
Permittivity ASTM D 4491 Sec 2.1-1
22
Ô
SCALE: NTSTEMPORARY DIVERSION DTICH3
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
WATTLE CHECK DAM
(SEE DETAIL 2/CE-502)
- STABILIZE DIVERSION DITCH WITH
TEMPORARY SEEDING AND EROSION
CONTROL NETTING
2' MIN
COMPACTED
SEDIMENT LADEN
WATER FLOW
NTSCHECK DAM4
NOTES:
1.IF A 6-WATTLE PYRAMID FAILS, INSTALLATION OF A STONE
CHECK DAM WILL BE REQUIRED.
2.PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN
THE PLAN ON A FILTER FABRIC FOUNDATION.
3.KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES
BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS
THE CHANNEL BANKS.
4.EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK
TO KEEP WATER FROM CUTTING AROUND THE ENDS OF THE
CHECK DAM.
5.SET SPACING BETWEEN DAMS TO ASSURE THAT THE
ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS
THE TOE ELEVATION OF THE UPPER DAM.
6.PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM
FROM HEAVY FLOW THAT COULD CAUSE EROSION.
7.MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST
UPSTREAM DAM IS STABLE.
8.ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS
CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT
SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED
STONES.
CLASS B RIP-RAP
NO.5 OR NO.57 STONE
12" MIN. THICKNESS
NON-WOVEN
FILTER FABRIC
PLAN VIEW
CROSS-SECTION VIEW
1
2
NON-WOVEN
FILTER FABRIC
CE-505
62.1
N/A
N/A
EROSION CONTROL 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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
NTSTEMPORARY SKIMMER BASIN1
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.
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.
5.PHASE 2 SKIMMER CONNECTION WILL BE MADE AT THE INVERT OF THE BOTTOM OF THE
STORMWATER STRUCTURE AS SHOWN IN SHEETS CN-501 THROUGH CN-507.
OUTLET BARREL
(SEE PLANS FOR
MATERIAL)
SKIMMER
(SEE DETAIL 1/C12.1)
WATER LEVEL
DURING STORM
TOP OF DAM
(8' MIN WIDTH)EMERGENCY
SPILLWAY
EARTH DAM
POROUS BAFFLES, SEE DETAIL 2/C12.1
700g/m² COIR FABRIC
BAFFLE 1=25% X BASIN WIDTH
BAFFLE 2=50% X BASIN WIDTH
BAFFLE 3=75% X BASIN WIDTH
BA
F
F
L
E
1
BA
F
F
L
E
2
BA
F
F
L
E
3
STAKE - WITH MARKER AT
SEDIMENT CLEANOUT DEPTH
3:1
M
I
N
.
3:
1
M
I
N
.
3:
1
M
I
N
.
3:1
M
I
N
.
SEDIMENT STORAGE
BASIN SECTION
NOTES:
1. Q10 PEAK FLOW WERE TAKEN FROM RATIONAL METHOD.
2. REQUIRED SURFACE AREAS AND VOLUMES WERE TAKEN FROM NCDENR ESC MANUAL.
3. FAIRCLOTH SKIMMER SELECTION TABLE TAKEN FROM TABLE 4-2. NCDOT LEVEL III-A DESIGN OF
SEDIMENT & EROSION CONTROL PLANS MANUAL
4. EMERGENCY WEIR WIDTH TAKEN FROM SKIMMER BASIN CRITERIA SECTION OF NCDENR ESC
MANUAL TABLE AND/OR HYDRAULIC ROUTING OF THE BASIN TO ENSURE NON-EROSIVE VELOCITY.
5. MINIMUM BARREL PIPE ON THE SKIMMER IS 4-INCHES. (ON A 1% SLOPE THE CAPACITY IS 100
GPM)
TEMPORARY SKIMMER
BASIN ELEVATIONS
"B"
"A"
"C"
"D"
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.
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.
5.PHASE 2 SKIMMER CONNECTION WILL BE MADE AT THE INVERT OF THE BOTTOM OF THE STORMWATER STRUCTURE AS SHOWN IN
SHEETS CN-501 THROUGH CN-504.
BAFFLE POST ENLARGEMENT BAFFLE SECTION
NTSCOIR BAFFLE3
BAFFLE LAYOUT PLAN
NTSTEPORARY / CLEAN WATER DIVERSION DITCH2
NOTES:
1.REMOVE AND PROPERLY DISPOSE
OF ALL TREES, BRUSH, STUMPS, OR
OTHER OBJECTIONABLE MATERIAL.
FILL AND COMPACT ALL DITCHES,
SWALES, OR GULLIES THAT WILL BE
CROSSED TO NATURAL GROUND
LEVEL OR ABOVE.
2.JUST BEFORE PLACEMENT OF FILL,
THE BASE OF THE RIDGE SHOULD
BE DISKED BY MACHINERY.
3.EXCAVATE, SHAPE, AND STABILIZE
THE DIVERSION TO LINE, GRADE,
AND CROSS SECTION, AS REQUIRED
IN THE DESIGN PLAN.
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
WATTLE CHECK DAM
(SEE DETAIL 5/C12.0)
- STABILIZE DIVERSION DITCH WITH
TEMPORARY SEEDING AND EROSION
CONTROL NETTING
2' MIN
COMPACTED
SEDIMENT LADEN
WATER FLOW
NTSTEMPORARY SILT FENCING4
BOTTOM STRAND MIN. #14 GUAGE
TOP STRAND MIN. #14 GUAGE
8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE
MI
N
.
2
'
-
0
"
2'
-
0
"
STEEL POST
FIL
L
S
L
O
P
E
MA
X
.
2
'
-
0
"
STAY AND LINE WIRES MIN. #14 GUAGE
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
SECTION
ELEVATION
GROUND
LINE
STEEL STAKE
STEEL STAKE
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
63
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
SCALE: NTSPRECAST MANHOLE 4', 5', AND 6' DIAMETER1
SCALE: NTSMANHOLE FRAME AND COVER2
CG-502
64
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
STRUCTURE TABLE
STRUCTURE NAME
CB-7-1
CB-7-1.1
CB-7-3
CB-7-4
CB-7-4.1
CB-7-5
CB-7-6
CB-7-6.1
CB-7-8
CB-7-8.1
CB-7-9
CB-7-9.1
CB-7-10
CB-7-11
CB-7-13
CB-7-13.1
CB-7-16
CB-7-17
CB-7-17.1
CB-7-18
CB-7-18.1
CB-7-18.2
CB-7-19
CB-7-19.1
CB-7-19.2
CB-7-20
DETAILS
RIM = 38.95
INV IN = 34.99
INV IN = 31.09
INV IN = 31.09
INV OUT = 31.09
RIM = 38.95
INV OUT = 35.25
RIM = 39.05
INV IN = 32.93
INV OUT = 32.93
RIM = 38.74
INV IN = 33.61
INV IN = 34.77
INV OUT = 33.61
RIM = 38.73
INV OUT = 35.03
RIM = 38.84
INV IN = 33.88
INV OUT = 33.88
RIM = 39.18
INV IN = 34.44
INV IN = 35.31
INV OUT = 34.44
RIM = 39.17
INV OUT = 35.57
RIM = 39.32
INV OUT = 35.93
INV OUT = 35.93
RIM = 39.30
INV IN = 36.06
RIM = 39.31
INV IN = 33.71
INV IN = 35.38
INV OUT = 33.71
RIM = 39.32
INV OUT = 35.65
RIM = 40.00
INV IN = 34.19
INV OUT = 34.19
RIM = 39.78
INV OUT = 34.46
INV OUT = 34.46
RIM = 39.14
INV IN = 35.60
INV IN = 35.34
RIM = 39.14
INV OUT = 35.72
RIM = 39.41
INV IN = 32.83
INV IN = 32.83
INV IN = 35.19
INV OUT = 32.83
RIM = 39.84
INV IN = 36.46
INV OUT = 36.46
RIM = 39.84
INV OUT = 36.59
RIM = 39.91
INV IN = 34.46
INV IN = 35.16
INV OUT = 34.46
RIM = 39.85
INV IN = 35.62
INV OUT = 35.62
RIM = 39.87
INV OUT = 35.87
RIM = 39.33
INV IN = 35.14
INV IN = 35.14
INV OUT = 35.14
RIM = 39.23
INV IN = 35.38
INV OUT = 35.38
RIM = 39.25
INV OUT = 35.50
RIM = 39.45
INV IN = 36.08
INV OUT = 36.08
STRUCTURE TABLE
STRUCTURE NAME
CB-7-20.1
CB-7-21
CB-7-22
CB-7-23
CB-7-23.1
CB-7-24
CB-7-24.1
CB-7-25
CB-7-25.1
JB-7-2
JB-7-7
JB-7-12
JB-7-14
JB-7-15
O-7
O-7.1
DETAILS
RIM = 39.46
INV OUT = 36.21
RIM = 39.31
INV OUT = 33.11
INV OUT = 33.11
RIM = 39.30
INV IN = 33.24
INV IN = 33.24
RIM = 39.39
INV IN = 34.10
INV IN = 35.55
INV OUT = 34.10
RIM = 39.38
INV OUT = 35.81
RIM = 38.90
INV IN = 34.68
INV IN = 35.35
INV OUT = 34.68
RIM = 38.85
INV OUT = 35.60
RIM = 38.89
INV IN = 35.23
INV OUT = 34.97
RIM = 38.74
INV OUT = 35.49
RIM = 39.82
INV IN = 32.08
INV OUT = 32.08
RIM = 39.72
INV IN = 35.26
INV OUT = 35.26
RIM = 39.31
INV IN = 35.05
INV OUT = 35.05
RIM = 40.63
INV IN = 31.74
INV OUT = 31.74
RIM = 40.51
INV IN = 32.11
INV OUT = 32.11
RIM = 35.19
INV IN = 30.69
RIM = 35.48
INV IN = 31.53
STRUCTURE TABLE
STRUCTURE NAME
CB-5-2
CB-5-3
CB-5-4
CB-5-5
CB-5-6
CB-5-7
CB-5-7.1
CB-5-7.3
CB-5-8
CB-5-9
CB-5-9.1
CB-5-9.2
CB-5-10
CB-5-11
CB-5-11.1
CB-5-12
CB-5-14
CB-5-15
CB-5-15.1
CB-5-16
CB-5-16.1
CB-5-17
CB-5-17.1
CB-5-18
CB-5-18.1
CB-5-18.2
DETAILS
RIM = 38.46
INV IN = 27.84
INV IN = 27.84
INV IN = 31.47
INV OUT = 27.84
RIM = 38.89
INV IN = 29.28
INV OUT = 29.28
RIM = 38.34
INV IN = 29.76
INV OUT = 29.76
RIM = 37.94
INV IN = 30.17
INV OUT = 30.17
RIM = 37.85
INV IN = 30.43
INV OUT = 30.43
RIM = 37.70
INV IN = 30.70
INV IN = 33.89
INV OUT = 30.70
RIM = 37.71
INV OUT = 33.96
INV OUT = 33.96
RIM = 37.93
INV IN = 34.22
RIM = 37.88
INV IN = 31.00
INV OUT = 31.00
RIM = 38.30
INV IN = 32.62
INV IN = 34.56
INV OUT = 32.62
RIM = 38.18
INV IN = 34.67
INV OUT = 34.66
RIM = 37.77
INV OUT = 35.01
RIM = 37.77
INV IN = 33.33
INV OUT = 33.33
RIM = 37.87
INV OUT = 34.05
INV OUT = 34.05
RIM = 37.87
INV IN = 34.17
RIM = 38.46
INV IN = 31.54
INV OUT = 31.54
RIM = 38.42
INV IN = 32.47
INV OUT = 32.47
RIM = 37.81
INV IN = 32.83
INV OUT = 34.32
INV OUT = 32.83
RIM = 37.81
INV IN = 34.56
RIM = 37.70
INV IN = 34.22
INV IN = 34.01
INV OUT = 34.01
RIM = 37.71
INV OUT = 34.46
RIM = 37.75
INV IN = 34.43
INV OUT = 34.43
RIM = 37.75
INV OUT = 34.50
RIM = 37.95
INV IN = 28.57
INV IN = 34.05
INV IN = 34.38
INV OUT = 28.57
RIM = 37.90
INV OUT = 34.65
RIM = 37.84
INV IN = 34.35
INV OUT = 34.35
STRUCTURE TABLE
STRUCTURE NAME
CB-5-18.3
CB-5-19
CB-5-19.1
CB-5-21
CB-5-21.1
CB-5-22
CB-5-22.1
CB-5-24
CB-5-24.1
CB-5-25
CB-5-25.1
CB-5-26
CB-5-26.1
CB-5-27
CB-5-27.1
CB-5-29
CB-5-29.1
CB-5-30
CB-5-30.1
JB-5-1
JB-5-7.2
JB-5-13
JB-5-20
JB-5-23
JB-5-28
O-5
DETAILS
RIM = 37.84
INV OUT = 34.59
RIM = 38.07
INV IN = 28.91
INV IN = 34.54
INV OUT = 28.91
RIM = 38.03
INV OUT = 34.77
RIM = 39.07
INV IN = 33.17
INV IN = 35.61
INV OUT = 33.17
RIM = 39.10
INV OUT = 35.85
RIM = 38.72
INV IN = 34.38
INV OUT = 34.33
RIM = 38.72
INV OUT = 34.50
RIM = 38.65
INV IN = 31.72
INV IN = 34.31
INV OUT = 31.72
INV OUT = 31.72
RIM = 38.62
INV OUT = 34.55
RIM = 38.76
INV IN = 33.40
INV OUT = 33.40
INV OUT = 34.51
RIM = 38.75
INV IN = 34.75
RIM = 38.06
INV IN = 34.31
INV IN = 34.54
RIM = 38.03
INV OUT = 34.78
RIM = 38.09
INV IN = 32.59
INV IN = 33.99
INV OUT = 32.59
RIM = 38.11
INV OUT = 34.11
RIM = 38.75
INV IN = 34.50
INV OUT = 34.50
RIM = 38.74
INV IN = 34.74
RIM = 37.76
INV IN = 33.52
INV OUT = 33.20
RIM = 37.76
INV OUT = 33.76
RIM = 42.32
INV IN = 27.14
INV OUT = 27.14
RIM = 37.78
INV IN = 34.10
INV OUT = 34.10
RIM = 38.89
INV IN = 32.40
INV OUT = 32.40
RIM = 39.87
INV IN = 31.73
INV OUT = 31.73
RIM = 40.06
INV IN = 31.02
INV OUT = 31.02
RIM = 38.24
INV IN = 32.73
INV OUT = 32.73
INV OUT = 33.96
RIM = 31.91
INV IN = 26.87
STRUCTURE TABLE
STRUCTURE NAME
O-5.1
DETAILS
RIM = 34.14
INV IN = 30.72
STRUCTURE TABLE
STRUCTURE NAME
CB-6-2
CB-6-2.1
CB-6-3
CB-6-3.1
CB-6-4
CB-6-4.1
CB-6-6
CB-6-6.1
CB-6-7
CB-6-7.1
CB-6-8
CB-6-8.1
CB-6-10
CB-6-10.1
CB-6-11
CB-6-11.1
CB-6-12
CB-6-12.1
CB-6-13
CB-6-13.1
CB-6-14.1
CB-6-15
CB-6-15.1
CB-6-16
CB-6-16.1
JB-6-1
JB-6-5
JB-6-9
DETAILS
RIM = 39.18
INV IN = 30.02
INV IN = 30.02
INV IN = 34.93
INV OUT = 30.02
RIM = 39.19
INV OUT = 35.19
RIM = 39.54
INV IN = 31.47
INV IN = 36.02
INV OUT = 31.47
RIM = 39.53
INV OUT = 36.28
RIM = 38.85
INV IN = 32.40
INV IN = 35.34
INV OUT = 32.40
RIM = 38.85
INV OUT = 35.60
RIM = 38.83
INV IN = 35.46
INV OUT = 35.08
RIM = 38.84
INV OUT = 35.59
RIM = 38.47
INV IN = 34.55
INV OUT = 33.90
RIM = 38.16
INV OUT = 34.67
RIM = 38.78
INV IN = 31.24
INV IN = 34.48
INV OUT = 31.24
RIM = 38.73
INV OUT = 34.73
RIM = 38.21
INV IN = 33.96
INV IN = 32.91
INV OUT = 32.91
RIM = 38.21
INV OUT = 34.20
RIM = 38.34
INV IN = 34.10
INV OUT = 33.51
RIM = 38.34
INV OUT = 34.34
RIM = 38.67
INV IN = 31.63
INV IN = 34.36
INV OUT = 31.63
RIM = 38.65
INV OUT = 34.65
RIM = 39.69
INV IN = 32.70
INV IN = 35.41
INV OUT = 32.70
RIM = 39.69
INV OUT = 35.67
RIM = 40.03
INV OUT = 36.77
RIM = 38.78
INV IN = 33.57
INV IN = 34.31
INV OUT = 33.57
RIM = 38.83
INV OUT = 34.43
RIM = 38.40
INV IN = 34.16
INV OUT = 34.16
RIM = 38.40
INV OUT = 34.40
RIM = 39.60
INV IN = 29.23
INV OUT = 29.23
RIM = 39.37
INV IN = 34.47
INV IN = 33.10
INV OUT = 33.10
RIM = 38.82
INV IN = 31.40
INV IN = 31.40
INV OUT = 31.40
STRUCTURE TABLE
STRUCTURE NAME
JB-6-14
O-6
DETAILS
RIM = 39.88
INV IN = 36.54
INV IN = 32.86
INV OUT = 32.86
RIM = 33.91
INV IN = 28.87
STRUCTURE TABLE
STRUCTURE NAME
CB-8-3
CB-8-3.1
CB-8-4
CB-8-4.1
JB-8-1
JB-8-2
O-8
DETAILS
RIM = 38.17
INV IN = 34.25
INV OUT = 34.25
RIM = 38.17
INV OUT = 34.37
RIM = 38.91
INV IN = 34.93
INV OUT = 35.00
RIM = 38.92
INV IN = 35.12
RIM = 39.15
INV IN = 33.79
INV OUT = 33.79
INV OUT = 33.79
RIM = 39.25
INV IN = 34.02
INV OUT = 34.02
RIM = 35.49
INV IN = 32.62
SCALE: NTSSTORM PIPE STRUCTURE AND PIPE TABLES1
CG-503
65
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
STORM DRAINAGE PIPE DATA TABLE
FROM
JB-7-15
JB-7-14
JB-7-12
JB-7-7
JB-7-2
CB-7-25.1
CB-7-25
CB-7-24.1
CB-7-24
CB-7-23.1
CB-7-23
CB-7-21
CB-7-21
CB-7-20.1
CB-7-20
CB-7-19.2
CB-7-19.1
CB-7-19
CB-7-18.2
CB-7-18.1
CB-7-18
CB-7-17.1
CB-7-17
CB-7-16
CB-7-13.1
CB-7-11
CB-7-11
CB-7-10
CB-7-9.1
CB-7-9
CB-7-8
CB-7-8
CB-7-6.1
CB-7-6
CB-7-5
CB-7-4.1
CB-7-4
CB-7-3
CB-7-1.1
CB-7-1
TO
JB-7-14
O-7.1
CB-7-13
CB-7-6
CB-7-1
CB-7-25
CB-7-24
CB-7-24
CB-7-23
CB-7-23
CB-7-22
CB-7-22
CB-7-16
CB-7-20
CB-7-19
CB-7-19.1
CB-7-19
CB-7-18
CB-7-18.1
CB-7-18
CB-7-16
CB-7-17
CB-7-16
JB-7-15
CB-7-13
CB-7-10
JB-7-12
CB-7-9
CB-7-9
CB-7-1
CB-7-8.1
JB-7-7
CB-7-6
CB-7-5
CB-7-4
CB-7-4
CB-7-3
JB-7-2
CB-7-1
O-7
LENGTH
73.31'
42.70'
60.46'
163.74'
197.27'
26.39'
58.02'
25.06'
116.71'
26.36'
171.43'
26.33'
55.78'
25.98'
74.93'
24.53'
47.40'
169.87'
24.71'
46.30'
333.98'
26.25'
126.60'
143.98'
24.24'
54.39'
117.33'
95.70'
26.36'
122.88'
26.22'
134.44'
26.40'
111.44'
54.91'
26.24'
136.46'
169.61'
26.29'
79.22'
SIZE
42"
42"
15"
15"
36"
18"
24"
18"
30"
18"
36"
36"
36"
15"
15"
24"
24"
30"
18"
18"
30"
15"
15"
42"
15"
30"
18"
36"
15"
36"
15"
15"
15"
18"
24"
15"
36"
36"
15"
48"
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
SLOPE
0.50%
0.50%
-0.47%
0.50%
0.50%
1.00%
0.50%
1.00%
0.50%
1.00%
0.50%
-0.50%
0.50%
0.50%
1.25%
0.50%
0.50%
0.40%
1.00%
1.00%
0.49%
0.50%
1.00%
0.50%
0.50%
0.50%
-0.50%
0.50%
1.03%
2.13%
-0.50%
0.50%
1.00%
0.50%
0.50%
1.00%
0.50%
0.50%
1.00%
0.50%
UPSTREAM
INVERT
32.11
31.74
35.05
35.26
32.08
35.49
34.97
35.60
34.68
35.81
34.10
33.11
33.11
36.21
36.08
35.50
35.38
35.14
35.87
35.62
34.46
36.59
36.46
32.83
35.72
34.46
34.46
34.19
35.65
33.71
35.93
35.93
35.57
34.44
33.88
35.03
33.61
32.93
35.25
31.09
DOWNSTREAM
INVERT
31.74
31.53
35.34
34.44
31.09
35.23
34.68
35.35
34.10
35.55
33.24
33.24
32.83
36.08
35.14
35.38
35.14
34.46
35.62
35.16
32.83
36.46
35.19
32.11
35.60
34.19
35.05
33.71
35.38
31.09
36.06
35.26
35.31
33.88
33.61
34.77
32.93
32.08
34.99
30.69
STORM DRAINAGE PIPE DATA TABLE
FROM
JB-5-28
JB-5-28
JB-5-23
JB-5-20
JB-5-13
JB-5-7.2
JB-5-1
CB-5-30.1
CB-5-30
CB-5-29
CB-5-27.1
CB-5-27
CB-5-26.1
CB-5-25
CB-5-25
CB-5-24.1
CB-5-24
CB-5-24
CB-5-22.1
CB-5-22
CB-5-21.1
CB-5-21
CB-5-19.1
CB-5-19
CB-5-18.3
CB-5-18.2
CB-5-18.1
CB-5-18
CB-5-17.1
CB-5-17
CB-5-16.1
CB-5-16
CB-5-15
CB-5-15
CB-5-14
CB-5-12
CB-5-11
CB-5-11
CB-5-10
CB-5-9.2
CB-5-9.1
CB-5-9
CB-5-8
CB-5-7.1
CB-5-7.1
CB-5-7
CB-5-6
CB-5-5
CB-5-4
CB-5-3
CB-5-2
TO
CB-5-29
CB-5-27
O-5.1
CB-5-19
CB-5-12
CB-5-7.3
O-5
CB-5-30
JB-5-28
CB-5-29.1
CB-5-27
CB-5-24
CB-5-26
CB-5-25.1
CB-5-26
CB-5-24
JB-5-23
CB-5-25
CB-5-22
CB-5-21
CB-5-21
JB-5-20
CB-5-19
CB-5-18
CB-5-18.2
CB-5-18
CB-5-18
CB-5-2
CB-5-17
CB-5-16
CB-5-16
CB-5-15
CB-5-14
CB-5-15.1
JB-5-13
CB-5-2
CB-5-10
CB-5-11.1
CB-5-9
CB-5-9.1
CB-5-9
CB-5-8
CB-5-7
CB-5-7
JB-5-7.2
CB-5-6
CB-5-5
CB-5-4
CB-5-3
CB-5-2
JB-5-1
LENGTH
54.22'
28.90'
60.22'
241.54'
287.12'
40.65'
54.43'
24.31'
94.77'
24.26'
23.93'
118.85'
24.26'
24.24'
186.19'
24.46'
140.08'
336.95'
24.34'
121.18'
24.21'
143.90'
23.34'
68.30'
24.33'
29.89'
27.44'
145.31'
24.34'
141.19'
24.28'
393.42'
118.47'
24.30'
22.79'
24.30'
143.98'
24.28'
141.86'
120.12'
32.47'
324.03'
60.09'
24.44'
46.50'
54.33'
52.71'
81.71'
96.52'
287.90'
140.07'
28.54'
SIZE
15"
30"
42"
24"
42"
15"
60"
18"
24"
15"
15"
30"
15"
15"
24"
15"
42"
24"
15"
24"
15"
24"
15"
24"
18"
18"
15"
36"
15"
24"
15"
30"
42"
15"
42"
42"
15"
15"
24"
12"
12"
30"
36"
24"
15"
48"
48"
48"
48"
48"
60"
12"
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
SLOPE
-1.00%
0.50%
0.50%
1.17%
0.30%
-0.30%
0.50%
1.00%
0.50%
-1.00%
0.50%
0.73%
1.00%
-1.00%
-0.49%
0.99%
0.50%
-0.50%
0.50%
0.96%
1.00%
1.00%
1.00%
0.50%
1.00%
1.00%
1.00%
0.50%
0.30%
0.30%
1.00%
0.30%
0.30%
-1.00%
0.30%
0.30%
0.50%
-0.50%
0.50%
0.28%
0.30%
0.50%
0.50%
0.30%
-0.30%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.30%
UPSTREAM
INVERT
33.96
32.73
31.02
31.73
32.40
34.10
27.14
33.76
33.20
34.50
34.11
32.59
34.78
34.51
33.40
34.55
31.72
31.72
34.50
34.33
35.85
33.17
34.77
28.91
34.59
34.35
34.65
28.57
34.50
34.43
34.46
34.01
32.83
34.32
32.47
31.54
34.05
34.05
33.33
35.01
34.66
32.62
31.00
33.96
33.96
30.70
30.43
30.17
29.76
29.28
27.84
34.66
DOWNSTREAM
INVERT
34.50
32.59
30.72
28.91
31.54
34.22
26.87
33.52
32.73
34.74
33.99
31.72
34.54
34.75
34.31
34.31
31.02
33.40
34.38
33.17
35.61
31.73
34.54
28.57
34.35
34.05
34.38
27.84
34.43
34.01
34.22
32.83
32.47
34.56
32.40
31.47
33.33
34.17
32.62
34.67
34.56
31.00
30.70
33.89
34.10
30.43
30.17
29.76
29.28
27.84
27.14
34.57
STORM DRAINAGE PIPE DATA TABLE
FROM
JB-6-14
JB-6-9
JB-6-5
JB-6-1
CB-6-16.1
CB-6-16
CB-6-15.1
CB-6-15
CB-6-14.1
CB-6-13.1
CB-6-13
CB-6-12.1
CB-6-12
CB-6-11.1
CB-6-11
CB-6-10.1
CB-6-10
CB-6-8.1
CB-6-8
CB-6-7.1
CB-6-7
CB-6-6.1
CB-6-6
CB-6-4.1
CB-6-4
CB-6-3.1
CB-6-3
CB-6-2.1
CB-6-2
TO
CB-6-13
CB-6-8
CB-6-4
O-6
CB-6-16
CB-6-15
CB-6-15
JB-6-14
JB-6-14
CB-6-13
CB-6-12
CB-6-12
JB-6-9
CB-6-11
CB-6-10
CB-6-10
JB-6-9
CB-6-8
CB-6-2
CB-6-7
JB-6-5
CB-6-6
JB-6-5
CB-6-4
CB-6-3
CB-6-3
CB-6-2
CB-6-2
JB-6-1
LENGTH
31.89'
31.09'
146.93'
71.36'
24.36'
117.30'
24.43'
141.87'
45.28'
26.31'
213.08'
28.71'
45.62'
24.27'
60.91'
24.30'
79.02'
25.27'
116.64'
24.15'
200.23'
26.47'
121.74'
26.27'
186.13'
26.34'
294.18'
26.19'
158.73'
SIZE
36"
48"
36"
60"
24"
30"
15"
36"
15"
15"
36"
15"
36"
15"
24"
18"
36"
15"
48"
15"
24"
15"
15"
18"
36"
18"
36"
15"
60"
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
SLOPE
0.50%
0.50%
0.48%
0.50%
1.00%
0.50%
0.50%
0.50%
0.50%
1.00%
0.50%
1.00%
0.50%
1.00%
1.00%
1.00%
1.91%
1.00%
1.05%
0.50%
0.40%
0.50%
0.50%
1.00%
0.50%
1.00%
0.49%
1.00%
0.50%
UPSTREAM
INVERT
32.86
31.40
33.10
29.23
34.40
34.16
34.43
33.57
36.77
35.67
32.70
34.65
31.63
34.34
33.51
34.20
32.91
34.73
31.24
34.67
33.90
35.59
35.08
35.60
32.40
36.28
31.47
35.19
30.02
DOWNSTREAM
INVERT
32.70
31.24
32.40
28.87
34.16
33.57
34.31
32.86
36.54
35.41
31.63
34.36
31.40
34.10
32.91
33.96
31.40
34.48
30.02
34.55
33.10
35.46
34.47
35.34
31.47
36.02
30.02
34.93
29.23
STORM DRAINAGE PIPE DATA TABLE
FROM
JB-8-2
JB-8-1
JB-8-1
CB-8-4
CB-8-3.1
CB-8-3
TO
JB-8-1
O-8
CB-8-4
CB-8-4.1
CB-8-3
JB-8-2
LENGTH
75.69'
206.44'
93.52'
24.14'
24.38'
76.02'
SIZE
30"
30"
15"
15"
18"
24"
PIPE TYPE
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
Concrete Pipe
SLOPE
0.30%
0.57%
-1.22%
-0.50%
0.50%
0.30%
UPSTREAM
INVERT
34.02
33.79
33.79
35.00
34.37
34.25
DOWNSTREAM
INVERT
33.79
32.62
34.93
35.12
34.25
34.02
SCALE: NTSSTORM PIPE STRUCTURE AND PIPE TABLES1
CG-504
66
1"=50'
1"=5'
STORM DRAIN DETAILS
ABBREVIATION KEY:
CB - CATCH BASIN
FES - FLARED END SECTION
JB - JUNCTION BOX
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
CG-505
66.1
1"=50'
1"=5'
STORM DRAIN 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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
SCALE: NTSCONCRETE ENDWALL DETAILS1
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
67
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
CU-502
68
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
72
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
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
73
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
SCALE: NTSVEGETATIVE SHELF PLANTING DETIAL4
RO
A
D
M
(5
0
'
P
.
U
.
E
.
)
RO
A
D
P
(5
0
'
P
.
U
.
E
.
)
289
290
291
292
293
294
314
315
316
333
334
335
336
337
338
339
340
341
349
350
351
352
353
354
355
356
357
358
359
360
361
362
396
397
398
399
400
401
402
403
404
405
406
407
CN-501
74
1"=30'
N/A
SCM 5 DETAILS
0
SCALE 1" = 50'
100'50'50'
FOREBAY AND STORAGE POND SECTION
FOREBAY MAIN BAY
STORM ELEVATIONS
WET POND
1.5" DEPTH = 36.00'
DESIGN STORM
1-YEAR = 36.50'
2-YEAR = 36.73'
10-YEAR = 37.15'
25-YEAR = 37.32'
50-YEAR = 37.53'
100-YEAR = 37.80'
NOTE
SEE PLAN/PROFILE SHEETS FOR
STORM DRAINAGE INFORMATION.
EMERGENCY SPILLWAY SECTION
5:1 SLOPE
OUTLET STRUCTURE
SEE DETAIL, THIS SHEET
EMERGENCY SPILLWAY
EL = 38.00'
2:1 SLOPE
RIPRAP OUTLET
PROTECTION
SEE DETAIL, 3/CE502
TOP OF POND
PLAN VIEW
SECTION VIEW
DRAINAGE
EASEMENT
50' DRAINAGE
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
30' DRAINAGE
EASEMENT
3:1 SLOPE
FOREBAY BERM
RO
A
D
N
(5
0
'
P
.
U
.
E
.
)
RO
A
D
P
(5
0
'
P
.
U
.
E
.
)
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
ROAD P
(50' P.U.E.)
CN-502
75
1"=30'
N/A
SCM 6 DETAILS
0
SCALE 1" = 50'
100'50'50'
FOREBAY AND STORAGE POND SECTION
FOREBAY MAIN BAY
STORM ELEVATIONS
WET POND
1.5" DEPTH = 36.53'
DESIGN STORM
1-YEAR = 37.03'
2-YEAR = 37.25'
10-YEAR = 37.88'
25-YEAR = 38.00'
50-YEAR = 38.15'
100-YEAR = 38.32'
NOTE
SEE PLAN/PROFILE SHEETS FOR
STORM DRAINAGE INFORMATION.
EMERGENCY SPILLWAY SECTION
3:1 SLOPE
OUTLET STRUCTURE
SEE DETAIL, THIS SHEET
EMERGENCY SPILLWAY
EL = 38.25'
5:1 SLOPE
RIPRAP OUTLET
PROTECTION
SEE DETAIL, 3/CE-502
TOP OF POND
50' DRAINAGE
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
2:1 SLOPE
DRAINAGE
EASEMENT
FOREBAY
BERM
30' DRAINAGE
EASEMENT
PLAN VIEW
SECTION VIEW
DRAINAGE
EASEMENT
ROAD N
(50' P.U.E.)
446447448449450451452453454455456457458459460
476 477
478 479 480
CN-503
76
1"=30'
N/A
SCM 7 DETAILS
0
SCALE 1" = 50'
100'50'50'
FOREBAY AND STORAGE POND SECTION
FOREBAY MAIN BAY
STORM ELEVATIONS
WET POND
1.5" DEPTH = 37.15'
DESIGN STORM
1-YEAR = 37.57'
2-YEAR = 37.78'
10-YEAR = 38.35'
25-YEAR = 38.44'
50-YEAR = 38.53'
100-YEAR = 38.71'
NOTE
SEE PLAN/PROFILE SHEETS FOR
STORM DRAINAGE INFORMATION.
EMERGENCY SPILLWAY SECTION
3:1 SLOPE
OUTLET STRUCTURE
SEE DETAIL, THIS SHEET
EMERGENCY SPILLWAY
EL = 38.75'
RIPRAP OUTLET
PROTECTION
SEE DETAIL, 3/CE-502
TOP OF POND
FOREBAY
BERM
50' DRAINAGE
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
PLAN VIEW
SECTION VIEW
3:1 SLOPE
2:1 SLOPE
2:1 SLOPE
R
O
A
D
K
(
5
0
'
P
.
U
.
E
.
)
R
O
A
D
M
(5
0
'
P
.
U
.
E
.
)
259
260
261
262
265
266
267
268
269
463
464
465
466
467
468
471
CN-504
77
--
N/A
SCM 8 DETAIL
0
SCALE 1" = 50'
100'50'50'
FOREBAY AND STORAGE POND SECTION
FOREBAY MAIN BAY
STORM ELEVATIONS
WET POND
1.5" DEPTH = 37.20'
DESIGN STORM
1-YEAR = 37.38'
2-YEAR = 37.51'
10-YEAR = 37.73'
25-YEAR = 37.80'
50-YEAR = 37.93'
100-YEAR = 38.05'
NOTE
SEE PLAN/PROFILE SHEETS FOR
STORM DRAINAGE INFORMATION.
EMERGENCY SPILLWAY SECTION
3:1 SLOPE
OUTLET STRUCTURE
SEE DETAIL, THIS SHEET
EMERGENCY SPILLWAY
EL = 38.00'
RIPRAP OUTLET
PROTECTION
SEE DETAIL, 3/ CE-502
TOP OF PONDFOREBAY
BERM
50' DRAINAGE
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
5/1/2023
GHS
GHS
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
3:1 SLOPE
2:1 SLOPE
2:1 SLOPE
3:1 SLOPE
SECTION VIEW