SW8051117_APPROVED PLANS_20051219

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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(NC HIGHWAY 211)
BRUNSWICK COUNTY, NORTHCARO INA
NOV MB R 2005
FOR
LISLE ARCHITECTURE & DESIGN INC.
127 RACINE DRIVE, SUITE 202
WILMINGTON, NORTH CAROLINA 28403
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA
OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS
PRIOR. TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
CONTACT THESE UTILITIES
BRUNSWICK COUNTY ZONING SOUTHEAST BRUNSWICK SEWER DISTRICT
ATTN: MS. HELEN BUNCH, CZO ATTN: MR. TOM SPIVEY
PH: 910-253-2025 PH: 910-457-0006
BRUNSWICK ELECTRIC MEMBERSHIP CORP. ATLANTIC TELEPHONE
PH: 910-642-5011 PH 910-754-4311
BRUNSWICK COUNTY ENGINEERING (WATER) TIME WARNER CABLE
PH: 910-253-2500 PH; 910-763--4638
N.C. NATURAL GAS CO.
PH: 910-763-1636
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
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VICINITY MAP
NOT TO SCALE
SHEET INDEX
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COVER SHEET
C1
GENERAL NOTES AND LEGEND
C2
EXISTING CONDITIONS MAP & DEMOLITION PLAN
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SITE, LAYOUT & UTILITY PLAN
C4
GRADING, DRAINAGE & EROSION CONTROL PLAN
C4A
DRAINAGE AREA MAP
C5
PLANTING PLAN
C6
SITE DETAILS
C7
SITE DETAILS
C8
WATERLINE & SEWER DETAILS
C9
PLANTING DETAIL AND SPECIFICATIONS
SEAL
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5 2005
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DICKSON
community Infrastructure consultants
PROJECT 0 50243.00.WL
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations:
North Carolina Georgia
South Carolina Florida
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FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
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COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS
REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH BRUNSWICK COUNTY
AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND
VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE
CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS.
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING
EASEMENT. THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED
WITH OR REFERENCED IN THE RECORDED EASEMENT.
GEN OTES:
1. EXISTING CONDITIONS WERE TAKEN FROM SURVEY COMPLETED BY BRUNSWICK SURVEYING.
PROJECTJI: 04-398. DATED 5/19/05.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOUSHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
DEMQUIEM NQMS
1. CONTRACTOR TO COORDINATE NTH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
EXISTING SERVICE CONNECTIONS WHEN NECESSARY
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT COMMENCING
WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS BEGUN. AFTERWARDS. A
PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION AND ENDING WITH A
PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER DEMOLITION. THIS RECORD
SHALL BE DELIVERED TO THE OWNER.
7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION.
B. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL.
9. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE
RESPECTIVE COMPANIES.
10. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
11. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
12. EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE.
13. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING
TEST PITS BY HAND.
STORMWATER NOTES:
1. TOTAL SITE AREA = 1.46f AC OR 63,728t SF
2. DISTURBED AREA = 82.100 SF 0.88 AC)
3. % IMPERVIOUS FOR PROPOSED SITE - 34,974 SF / 63,728 SF = 55%
4. DISTURBED AREA DRAINING TO POND = 55,140 SF (1.27 AC)
5. ACTUAL IMPERVIOUS DRAINAGE AREA FOR POND . 42,974 SF
Paved Area = 27.052 SF
Building Area = 6,331 SF
Sidewalk Area = 1,591 SF
Off -Site Area _ 8,000 SF
Total 42,974 SF
6. AN EMERGENCY SPILLWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT
POND. FOR MAINTENANCE EFFORTS, STORMWATER STORED BELOW PERMANENT
POOL SHALL BE PUMPED.
1.
REVISIONS AS PER BRUNSWICK COUNTY ZONING COMMENTS
11$ 05
REV. NO.
DESCRIPTION
DATE
REVISIONS
EROSION AND SEDIMENT CONTROL NOTES
EROSION NTR AND SEQUENQE
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND INSTALL ALL TEMPORARY
SILT FENCES.
2. CLEAR AND REMOVE FROM SITE ALL TREES. ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS.
3. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY GRADING
ACTIVITY.
4• CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
5. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY THE NORTH CAROLINA DIVISION OF LAND RESOURCES.
6, WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NORTH CAROLINA DIVISION OF LAND RESOURCES.
MAINIENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL
2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED
INTO THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
STABILIZATION NOTES
1. ALL SLOPES WALL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE
OF GRADING.
2. ALL OTHER AREAS WALL BE STABILIZED WITHIN 30 DAYS OF CEASE OF ANY PHASE
OF GRADING.
ANENT SEEDING SCHEDULE_ -- MI
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH - JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
Seeding Mixture
.WNTER AND EARLY SPRING
SPECIES RATE (LB/ACRE)
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER
SPECIES RATE (LO/ACRE)
GERMAN MILLET 40
FALL
SPECIES SATE (LBIACRE)
RYE (GRAIN) 120
Seeding dates
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING NTH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED. REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
PROJECT MANAGER DRAWING SCALE
RPB AS SHOWN
DRAWN BY PROJECT DATE
wl<D 11/11/2005
APPROVED BY PROJECT NUMBER
RPB 50243.00.V&
RLE NAME
C3-SITE&LAYOUT
909 MARKET STREET
WK WiLMINGTpN, INC 28401
[phone]
DICKSON Office Locations:
community Iconsultants North Carolina Georgia
nfrastructure
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
BIDDING
CONSTRUCTION
RECORD DWG.
SITE NOTES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS. EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
8. ALL UTILITIES TO SERVICE PROPOSED STRUCTURE SHALL BE UNDERGROUND ON SITE.
9. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER
AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH
THE SPECIFICATIONS.
10. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT' SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
11. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
12. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
13. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
14. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE. COUNTY, AND LOCAL CODES.
15. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
16. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
17. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS. CERTIFICATIONS,
EQUIPMENT. ETC., THAT MAY BE REQUIRED.
18. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED MATH THE PROJECT AS SET FORTH IN THESE PLANS.
GENERAL UTILITY NOTES
1. ?LL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH BRUNSWICK
COUNTY AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE
DRAWINGS.
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED
OTHERWISE ON PLANS.
GELERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF
EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES
IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA
AHEAD OF THE DITCHING OPERATION BY OBSERVATIONS, ELECTRONIC
DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY
COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE
TRENCHING OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE
EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST
RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING BUT
NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE. CONTRACTOR SHALL
ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES,
CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND
INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH
REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL
SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM
INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL
PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR
TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR
OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE
ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN
ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE
OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES" BY THE NCDOT.
4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO
CONSTRUCT THE WORK, SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL
BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY
DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS ARE RECEIVED.
KO
2 852
S
F.
EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE
ACTUAL LOCATION AND AVAILIBLITY OF ALL EXISTING AND PROPOSED UTILITIES
IN THE FIELD PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND
ABOVE GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE
RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD
CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY
DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE
IMMEDIATELY.
LEGEND
EIP O - EXISTING IRON PIPE (FOUND)
ERB O = EXISTING REBAR (FOUND)
TP ❑ - TELEPHONE PEDESTAL
EB ❑ = ELECTRIC BOX
WM o = WATER METER
TES O = TEMPORARY ELECTRIC SERVICE
FO O = FIBER OPTIC SIGN
- UTILITY POLE AND AERIAL UTILITY LINES
= EXISTING GUY WIRE
SBL = BUILDING SETBACKS LINE
- CHAIN LINK FENCE
-o-
-d -
= WOOD FENCE
t
= GROUND SPOT ELEVATION
34.3'
= CONTOUR UNE
= INDEXING CONTOUR LINE
= EXISTING SANITARY SEWER MANHOLE
-- ss = EXISTING SANITARY SEWER
--- 4v = EXISTING WATERLINE
C13 [I = EXISTING CATCH BASIN
- - = EXISTING STORMWATER
= EXISTING FIBER OPTIC
? „ = EXISTING 3'0 MANHOLE WITH BELLSOUTH SYMBOL
® = PROPOSED CURB INLET
= PROPOSED STORM SEWER
0
C.O. = PROPOSED SEWER CLEANOUT
0 = PROPOSED DRAINAGE MANHOLE
© = PROPOSED SANITARY SEWER MANHOLE
= FIRE HYDRANT ASSEMBLY
II
--ASS-- - PROPOSED SANITARY SEWER
W = PROPOSED WATERLINE
�G- = PROPOSED WOOD SHADOW BOX FENCE
"-- = PROPOSED CONTOUR
7-7
= PROPOSED INLET PROTECTION
- LOD - = UMITS OF DISTURBANCE
= PROPOSED SILT FENCE
TC=35. 10
BC=34.60
- PROPOSED SPOT ELEVATION
O EDGE OF PAVEMENT
0
= PROPOSED TREE PROTECTION
0
- PROPOSED PROPERTY CORNER
w
= PROPOSED DRAINAGE AREAS
NOTICE 09OU RM
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA
OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS
PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
CONTACT •CAROLINIA ONE CALL' AT
1-800-632-4949
CONTACT THESE UTILITIES
BRUNSWICK COUNTY ZONING SOUTHEAST BRUNSWICK SEWER DISTRICT
ATTN: MS. HELEN BUNCH, CZO ATTN: MR. TOM SPIVEY
PH: 910-253-2025 PH: 910-457-0006
BRUNSWICK ELECTRIC MEMBERSHIP CORP. ATLANTIC TELEPHONE
PH: 910-642-5011 PH: 910-754-4311
BRUNSWICK COUNTY ENGINEERING (WATER) TIME WARNER CABLE
PH: 910-253-2500 PH: 910-763-4638
N.C. NATURAL GAS CO.
PH: 910-763-1636
EMERGENCY DIAL 911 POLICE - FRE - RESCUE
WACCAMAW BANK
4945 SOUTHPORT-SUPPLY ROAD (NC HWY. 211)
BRIJNBWICK COUNTY, NORTH CAROLINA
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
GENERAL NOTES AND LEGEND

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34.5'
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INV.=29.7'
EXISTING PAVED ROAD I
NC HIGHWAY 211
150' RIGHT—OF—WAY TO SOUTHPORT -----�
34 a GP,ATE=33.75'
GRATE= 34.69'
INV.=31.0'
823' T�0 EXISTING FIRHYDRANT -_--� -Ex. 24�PVC WATER MAIN 'T---__ 1 _ I
FROM C/L OF GINA STREET --_ -�_-- -___-- _.__ _ ._��__-�___.�- T34-�
/ __- _ 18" RCP CH ,(— 18" RCP
�__~__�^ - ~ DITCH �'�i—y= -�
o_-------_. -----_--�-51
.L� }s ue FO - -ate -F0-'----FO-----F6__---
` Illj it I v �� 4 `--� _ � f Fri, ro--- BURIED FIFER OPTIC
li; I I l i Z/CABLE WART lli'JG SIGH
F ( Iilr i1, N1
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aH - v UH - ----_. OH _.. r`�' - EyH ,_ _� - _ aFl -- - -ems-- --- - - (ikl - -
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I III I I I �� •'.
PVG 8" PVC ` 'III I I ` 8' P / S JS W S SS
g �S --^ SS SS SS SS SS SS
III , I5 EX, SEWER MAIN S �2 Y 5S �r -- 3 4'
I a1 it JAMES EARL BELLAMY i ERB
SSMH ; i i I 1 1 TOP=32.43' DEED BOOK 195, PAGE
TOP=31.17' Ent I f INV.=23.1' 205 TRACT �O MAP I ,
{ I CABINET Q, PAGE 64 r' �
INV•=22.1' j 01 r 1 N 11 k EXISTING SILT FENCE
I r 46,762 SQ.FT.{VACANT r
it { i TO BE REMOVED k4
11$" PINE
ZONED CO—CLD r
f
TREE TO BE REMOVED.
4" CEDAR `_ + 34.9'
1 B" PINE
I 11 � I I •', 1
I I i i I t + 33.4' w 8" OAK
I I { III r -` CLUSTER
MARK
OF oEXISTING REBAR`
= 34.24 FEET
.D. 1929
8" PVC ERB
SS S
SSMH
TOP=34.64'
INV.=24.l'
LOT 25
SOUTHGATE JONES
1 I
iii Nil
r
r
SUBDIVISION
MAP BOOK 2 1 /2
PAGE 212
II
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1 1 II
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,
ERBERB
JAMES EARL BELLI
hff a`
DEED BOOK 795, PAGE 205
I
TRACT ONE MAP CABINET Q,
1 I
PAGE 64 VACANT 3 Q. FT.
ZONED CO
CLDLi
LOT 11 A
LOT 11 B
z
_-'
I
EAST TRACE
EAST TRACE
SUBDIVISION
SUBDIVISION
MAP CABINET Q, PAGE 64 I MAP
CABINET Q, PAGE 64
"'
�I
ZONED: CO—CLD I ZONED CO—CLD
1
44
SURVEY NOIES
1. PLAT OF TOPOGRAPHIC SURVEY PROVIDED BY
BRUNSWICK SURVEYING, PROJECT # 04-398, DATED 5--19-05.
2. THE SUBJECT PROPERTY IS LOCATED IN ZONE C (NOT IN 500YR
FLOOD ZONE) ACCORDING TO FEMA FIRM COMMUNITY PANEL
#3702950380E, REVISED APRIL 2, 1991.
3. CURRENT ZONING FOR THIS PROPERTY: C--LD, ACCORDING TO
ZONING REGULATIONS IN EFFECT AS OF 6--1-05.
1.
REVISIONS AS PER BRUNSWICK COUNTY ZONING COMMENTS
11 8 05
REV. NO.
DESCRIPTION
I DATE
REVISIONS
ERB
BUD ST.
(SOIL ROAD)
50' RIGHT-OF-WAY
EIP
Im
ERB
APPROXIMATELY 1225 FT
8' Pvc TO INTERSECTION OF
NC 211 AND NC 133
APEX LODGING, INC
MAP CABINET 21, PAGE 273
ZONED CO—CLD
CONTROL MONUMENT
"SOUTHPORT EAST
BASE RESET"
GRAPHIC SCALE
0
SCALE 10a30'
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
PROJECT MANAGER
RPB
DRAWN BY
WKD
APPRUVED BY
RPB
nLE NAME
C2--EX COND
DRAWING SCALE
AS SHOWN
PROJECT DATE
11/11/2005
PROJECT NUMBER
50243.00.WL
WK
DICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations:
North Carolina Georgia
South Carolina Floddo
RELEASED FOR
DATE
APPROVALS
BIDDI"�
CONSTRUCTION
RECORD DWG.
11
WACCAMAW BANK
4945 SOUTHPORT-SUPPLY ROAD (NC HWY. 211)
sMMwCc COMM NOKm cnKa.ru
EXISTING CONDITIONS MAP
� vFMounaa ruw
cz
11

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CONTRACTOR SHALL REFER TO
NCDOT STD. 1205.05 FOR TURN LANE
PROPOSED TURN ARROW CONSTRUCTION
NCDOT STD.DETAIL 1205.01
PROPOSED 4" MINI SKIP PROPOSED 4" SOLID
STRIPE. NCDOT STD. STRIPE. AIL 1 STD.
DETAIL 1205.01 DETAIL 205.Q1
55' TURN LANE BAY
18" RCP
50' _ ' 50'
_ _ _ _ _ LISTING PAVED ROA
823't W EXISTING FIRE�HY€}RANT W -- W Ex. 24" PVC WATER MAIN— �� - � W
FROM C/L OF GINA STREET -'` = "
T�T _._--_
�RO_P.._E.^W-T"—l6�AIV I� &
BACK2APPEOVIED
�09
OT- EQ--10F�--
�. PROPOSED 1"WATER METER do s _^ __-� j
0�I'--�T* off BACKFLOYIf PREVENTEF#. 4 `a,i
SEE DETAIL SHEET C9
SS 6" PVC SS SS SS —i S —J € 14 SS Ex. SEWER MAIN 8 P € — S
-01 -
!
y-'190:04`
o I I € I Y
4 coI I I j16Ato
I PRO II OSED 12' C v
- CURB AND 'GU. R r.+ 3� - . �I.. .
SE DETAL SHEET C71 ( .} € , : =' 0' =T.O.i 'PR©TEflTtvE:'CARD' T.
•
I ! [I od
I kOPOSED ASPH LT ' r I
IPAVING SEf DE 1IL
i f .0.) R .
{ I SHEET CI7 ( .). I I ' 3 R R
a PROPOSED
9.0'� SIGN. SEE
P OPOSE CONCRE SI € / 3•R 1 "� 11 ,SHEET C7
SEE Ill SHEE� C7. , € 25' 0 6 c
10R
I S
I I I i 1 a ago HC C
VAN v
;t i I x
GRAPHIC SCALE
0
SCALE: 1'=3W
PARCEL:
THIS PARCEL WAS PLATTED DECEMBER 4, 1985 AS EAST
TRACE SUBDIVISION. CABINET Q, PAGE 64.
EXTEENAL L -
ALL EXTERNAL LIGHTING WILL BE INTERNALLY ORIENTED AND
WILL NOT EXCEED FORTY FEET (40) IN HEIGHT.
LANQ.I2I5D_E93ANQE NOTE
SITE EXCEEDS ONE ACRE IN DISTURBANCE, ALL STATE
PERMITS WILL HAVE TO BE SECURED PRIOR TO ISSUANCE
OF A BUILDING PERMIT.
FEM A N OTE:
THE SUBJECT PROPERTY IS LOCATED IN ZONE C
(NOT IN 500YR FLOOD ZONE) ACCORDING TO FEMA
FIRM COMMUNITY PANEL #3702950380E, REVISED
APRIL 2, 1991.
1.
REVISIONS AS PER BRUNSWICK COUNTY ZONING COMMENTS
11 8 05
REV. NO.1
DESCRIPTION
DATE
REVISIONS
PROPOSED RAISED MEDIAN
SEE DETAIL SHEET C7
PROPOSED STOP SIGN
NC HIGHWAY 211 VAS PER M.U.T.C.D. STANDARDS
150' RIGHT—OF—WAY TO SOUTHPORT no
105.8' DRIVE -WAY GRATE= 34.69'
SEPERATION I N V. = 31.0'
GRATE=33.75'
- - - INV.=30.2
_
0- _ _ CBPROPOSED-DOUBLE-4"— ---- - --
_ — .._ -
SOUll STRIPE. _
SEE —
NCDOT STD. 1205.01 BEN MARK
TOP "EXISTING REBAR"
ELE .= 34.24 FEET
N.G. v.D. 1929
2_ 8" PVCS
F SS SC _ S SS --••.....
T5 PROPOSED 1" WATER SERVICE. (EE TOSS34.fi4'
ARCHITECTURAL PLANS FOR EXA T
UTIUTY PENETRATION LOCATION.) INV.=24.!'
7
i 1 � 18" PINE
µ PROPOSED 4" SEWER SERVICE. (SEE
1 ARCHITECTURAL PLANS FOR EXA T
_ 115I,1TIUTY PENETRATION LOCATION.)
18 PINE
25,R
a •
in
ANDICAP
.TAIL
25'R
9�
•
CON*ACTORI SHALL Cb=
N
k
� j'� 3'R
�'19.5
0' rci
1-k
r
PROPOSED CONCR�' 1
WHEELCHAIR RAMP. r
I�
NTH UTIUTY OWNER TP RE!
EXISTING GUY WIDE OUT OE PR
C
p
€ .
:
<
°� II
SEE DETAIL SHEET
C7 (TYP.).
..3{
10.
43.2'
I
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IRE 3'R
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:
(S ARCHI TURA
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42.0
12,0� 1€ ' R 41?
1
8" OAK
CLUSTER
LOT 25
SOUTHGATE JONES
SUBDIVISION
MAP BOOK 2 1/2
PAGE 212
ZONED: CO-CLD
!r
h1
— EHO OF CHAIN
LINK � EtdCE
o I I I ! i `� I ` I I v
3 I 3'R 70.V, r ,
15I € 125'R X'. HC HC
I j 9.0' ^ VAN
3'R (TYP.) 8.0 i€ 3'R loll i„ -11 , I '
r
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9.Q'
I I '�•+ �j-lt r `lam � � 1..,-_y,.,•,:�.±r_.e1 € •�k x�Y.
I I Icl I l c;,d
5' R
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1 ► I.16`- DAK'� �.
QI �3
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I '1
I:. Y-a.�_:..�---�.,Y. •.Y- -,-._ .. ...... ' '• 1.'. Y.': .',".k', '•
:f F -..k i _,.flJ-_ll•:j-� i..'7, ;,L---'j}. If 3 „j.,k �y-Y�.a..,,v
Ir9 i
JAMES EARL BELLAMY PROPOSED s' w000
l DEED BOOK 795, PAGE 205 SHADOW BOX FENCE.
j I TRACT ONE MAP CABINET Q, SEE DETAIL SHEET C6
PAGE 64 16.966 $Q. FT. w
1 VACANT I I �'
ZONED COrCLD I x
LOT 11 A LOT 11 8 ='
EAST TRACE I EAST TRACE
SUBDIVISION SUBDIVISION
I MAP CABINET Q, PAGE 64 MAP CABINET Q, PAGE 64 1
ZONED: CO-CLD ZONED CO-CLD
i T,
PROJECT MANAGER
DRAWING SCALE
RPB
AS SHOWN
WK
PROJECT DALE
DRAWN BY
WKD
11/11/2005
D�CKS�N
PROJECT NUMBER
APPROVED BY
Ill50243.00.WL
RLE NAME
community infrastructure consultants
C3-SITE& AYOUT
M
BUD ST.
(SOIL ROAD)
50' RIGHT—OF—WAY
909 MARKET STREET RELEASED FOR
WILMINGTON, NC 28401 APPROVALS
[phone]
BIDDING
Office Locations:
North Carolina Georgia CONSTRUCTION
South Carolina Florida RECORD DWG.
DATE � `'�� �* C
S EAL
12 85
APPROXIMATELY 1225 FT
8` PVC TO INTERSECTION OF
NC 211 AND NC 133
APEX LODGING, INC
MAP CABINET 21, PAGE 273
ZONED= CO-CLD
WACCAMAW BANK
4945 SOUTHPORT-SUPPLY ROAD (NC HWY. 211)
BRUW5WICK COUNTY, NORTH CAROLNA
C0[J IROL MONUMEN I
"SOUTHPORT EAST
BASE RESET"
CURRENT ZONING: C—LD (COMMERCIAL LOW DENSITY
TRANSPORTATION OVERLAY
ZONE
WACCAMAW BANK
4945 SOUTHPORT—SUPPLY ROAD (NC HWY.
211)
BRUNSWICK COUNTY PARCEL #:
221AC010
MAXIMUM BUILDING HEIGHT-
30,
1 ST FLOOR SF:
3,833 SF
TOTAL BUILDING W/ DRIVE—THRU:
6,331 SF
SITE INFORMATION
REQUIRED
PROVIDED
MINIMUM LOT SIZE
N/A
63,728 SF (1.46 AC.)
PROJECT BUILT —UPON AREA
N/A
55%
TOTAL BUILDING (W/ DRIVE—THRU)
N/A
6,331 SF
ON —SITE PARKING
N/A
27,052 SF
ON —SITE SIDEWALKS
N/A
1,591 SF
TOTAL
N/A
34,974 SF
LOT COVERAGE: 55%
DISTURBED AREA: $2,100 5F (1.88 AC.}
SETBACK STANDARDS
MINIMUM FRONT YARD:
25 FT.
TRANSPORTATION OVERLAY ZONE:
50 FT.
MINIMUM SIDE YARD:
15 FT.
MINIMUM REAR YARD:
10 FT.
MINIMUM CORNER LOT SIDE YARD:
25 FT.
BUFFERYARD SETBACK STANDARDS
MINIMUM FRONT YARD:
N/A
N/A
MINIMUM REAR YARD:
20 FT.
20 FT.
SITE PARKING_/LOADING _REQUI EMENTS:
PROPOSED PARKING: 24 42
(1) Space per (200)sf of gross floor area
plus (1) space for each (2) employees
(9 EMPLOYEES MAX. AT ONE TIME)
HANDICAP SPACES: 2 4
LOADING SPACES: 0 0
i
FINAL DESIGN = NOT RELEASED FOR CONSTRUCTION
SITE LAYOUT AND UTILITY PLAN
11

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2.
REVISIONS AS PER NCDENR DIVISION OF WATER QUALITY
12 8 05
1.
REVISIONS AS PER BRUNSWICK COUNTY ZONING COMMENTS
11 8 05
REV. NO.
DESCRIPTION
I DATE
REVISIONS
3
NC HIGHWAY 211
150' RIGHT-OF-WAY
18" R''P
iN V. - 29.7'
L00 LOD LddJ1VE - LOD LOO LOD
�1V T Ex. � WATER MAIN ', ._
w ry --- �.�s_ - _ -w - - -- - W
g._ - --- -
ti i DITCH
I k:' 31
31
I✓I -I I � _'�--- rl 32 r
f{jW -� t I OH ------ _-° , Cl,a
y TC� 4.83
I 1 BC_ 3
�E c^ L", 7l '., r .1AlH
t
4 (4 ,
I I ! + SSMH
10P=32.43'
i I 04 j INV.-23.1' $'
C) I , { i i yl PROPOSED SILT FENCE
! (382 LF).
Ln SEE DETAIL SHEET C6.
! I I p I I TC-34.49
33 BC-- .9
I
1 !
34.46 7C-34.7
I ; BC-34.2
E
! I
I j I TC-3 9
4 I I BC- .79
o j I
I I T 34.73
C-34. 3 TC=35.30 TC-35.3
BC-34. SCSC=34.
1
I c
TC=35.30
i
Z BC-34.80
j
4
prn�
3.833 S F
i`�
(S ARCHI iURA
o
IRE
.
P S F EXA
Old,-i
BUILD ENSI
3 I
I!
TC=35.0
F.F.E.- .5
i
BG=34.53
I DG. HT. - 9.5'
1
i
II
34.65
PROPOSED CONSTRUCTION ENTRANCE.
SEE DETAIL SHEET C6.
TO SOUTHPORT -�
INV,=31.0'
48
;RATE=33_?5'
INV -3(},-�
BEN
MARK
-I !
TOP
"EXISTING REBAR"
T -34.83
ELE
.=
34.24 FEET
BC=34.32
E,
N.G.
D.
1929
r
STORM SEWER SCHEDULE
DRAINAGE PIPE
DATA
LINE
NUMBER
FROM
STRUCT.
NO.
TO
STRUCT.
NO.
Pipe
Type/
Class
Pipe
Size
in
LENGTH
SLOPE
RIM
ELEV.
ft
UPSTREAM
INVERT
ft
DOWNSTREAM
INVERT
ft
REMARKS
1
CI-1
OUTFALL
RCP III
18"
17 LF
0.71
33.50
29.12
29.00
2
CI-2
CI-1
RCP III
15"
69 LF
0.51
34.17
29.47
29.12
3
CI-3
CI-2
RCP III
15
120 LF
0.50
33.51
30.07
29.47
4
CI-4
CI-1
RCP III
15
117 LF
0.50
33.50
29.70
29.12
5
CI-5
CI-4
RCP lil
15
66 LF
0.50
33.53
30.03
29.70
6
CI-6
CI-5
RCP III
15
111 LF
0.50
33.78
30.58
30.03
7
N A
N/A
RCP IV
15"
49 LF
0.51
N A
8.50
28.25
1 DRIVEWAY CULVERT
8
N/A
N/A
RCP III
15
52 LF
0.5(
N/A
1 27.58
27.32
1 POND OUTLET
RCP III = CLASS III RCP
Cl - CURB INLET
MH - MANHOLE
APPROXIMATELY 1225 FT
a wvc TO INTERSECTION OF
NC 211 AND NC 133
ERB PROPOSED LIMITS OF
DISTURBANCE. = Ia
I Tr)P34.64'
INV.=24.1' CONTROL MONUMENT
"SOUTHPORT EAST
BASE RESET"
TC-34.27
BC-33.77
TC-34-41
I
1
BC-33.91
'
-35.30 TC=35.19
-34.80 BC-34.69
18" PINE
PROPOSED SILT FENCE
SEE DETAIL SHEET C6.
18" PINE
PROPOSED TREE
PROTECTION. SEE
DETAIL SHEET C6.
(TYP• )
8" OAK
-CLUSTER
�i
r7
N
C=34.4� CONTRACTOR SHALL GRADE TO
v� NSURE POSITIVE DRAINAGE -NO
/PONDING OF RUNOFF.
V)
,',-- EraD r�r CIS<.Ila
E NK [.1,110E
I I I I FILI
Z I I TC=35.30 TC535.19
I I I y 8C-34. 7C-35.34 BC-34.69
I (a I I I BC=34.80 i,�
f0 II I 1 t j , Ff, •i
II T-3.
EP 30.2 f I " TC=34.
SC-33.41
I r BC- 0 ' ♦ . % '
# II ky EXISTING
BUI �� G . F,
"'"IF" BC=34.80 HC-34 TC=35.10 t , f
1 TC�34.80 BC-34.60 .k ,
rc+= .77 C-34.30 PROTECTION.
o I Z 2 c=33 zz ; ry
TC-34.25
=34. a
BC-33.68 16" �[
I tr BC-3 .75ERE
TG 30 PROPOSED � TREE,
_ ' ! ec
LINE 4 DETAIL SHEET C6.
EP 29.7 I ODl i ! a (TYP.)
1 OA
PROPOSED TEMPORARY
o0
SEDIMENT TRAP. SEE I i I 32 iz*► h- ate,
DETAIL SHEET C7 do ' I I 31 30
SIZING CHART of ; '' I A '
THIS SHEET. (TYI 01 8 ' LINE' 8 ,n
Z I J EL -32.00
1i I
F-
L I I f lI� l 2.8 �1..
x t
1
PROPOSED RIP -RAP 4 y0 y PROPOSED RIP APRONDETAIL
APRON #2. SEE DETAIL r - -
32 SHEET C
SHEET C7.
'
ERB PROPOSED - p-- -xx---x- p x-x- - --x=x- --x-x--x ERB
❑
y STORMWATER
MANAGEMENT POND
PROPOSED EMERGENCY SEE DETAIL SHEET C7. X
SPILLWAY (EL-33.00).
SEE DETAIL SHEET C7. { I
I
I I .
ERB EIP
lolls
BUD ST.
(SOIL ROAD)
50' RIGHT-OF-WAY
PROJECT MANAGER DRANING SCAM
RPB AS SHOWN
BY DRAM PROJECT DATE
MR 11 /1, /2005
APPROVED BY PROJECT NUMBER
RPB 50243.00.WL
ME NAME
C4 GRADING&EC
909 MARKET STREET
WILMINGTON, NC 28401
WK(910) 762-4200
DICKSON Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
BIDDING
CONSTRUCTION
RECORD DWG.
I
I
ERB
WACCAMAW BANK
4945 SOUTHPORT-SUPPLY ROAD (NC HWY. 211)
OKLINSIMM couranr, NORTH CAROLNA
TEMPORARY
SEDIMENT TRAP
SIZE &
ELEVATIONS
MIN. STORAGE
TOP
BOTTOM
WEIR
AREA
VOLUME
DIMENSIONS
ELEVATION
ELEVATION
LENGTH
TST-#
(SO
(cf)
(ft)
(ft)
(ft)
(ft)
1
30,707
1,269
12' x 53'
29.50
27.50
4.0
WETLAND NOTES:
1. NO WETLANDS EXIST ON THIS SITE AS DELINEATED BY LAND
MANAGEMENT GROUP, DATED 11 /4/2005.
EROSION & SEDIMENT CONTROL NOTE:
1. CONTRACTOR SHALL UTILIZE THE PROPOSED STORMWATER
POND AS A SEDIMENT POND DURING EARTH MOVING
ACTIVITIES. CONTRACTOR SHALL USE TEMPORARY DIVERSION
DITCHES DURING GRADING ACTIVITIES TO DIVERT RUNOFF TO
POND. ONCE ALL DISTURBED AREAS HAVE BEEN STABILIZED,
THE STORMWATER POND SHALL BE CLEANED OF ALL SEDIMENT
AND RESTORED TO PROPOSED ELEVATIONS.
2. TOTAL DISTURBED AREA: 82,100 SF OR 1.88 AC.
ROOF DRAINS:
1. ALL ROOF DRAIN DISCHARGE SHALL BE DIRECTED TOWOARDS
COLLECTIONS SYSTEM AND ROUTED TO STORMWATER POND.
1.7
GRAPHIC SCALE
15 30 so 0
SCALE: 1 "+30'
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
GRADINGe DRAMNAGE &
EROSION CONTROL PLAN
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1.
REVISIONS AS PER BRUNSWICK COUNTY ZONING COMMENTS
11 8 05
REV. NO.1
DESCRIPTION
DATE
REVISIONS
PROJECT MANAGER
DRAWING SCALE
R
ASHOWN
DRAWN BY
PROJECT DATE
WK
WKD
APPROVED BY
11 /11 /2005
PROJECT NUMBER
DICKNIS.10N
RPB
50243.00.WL
FlLE NAIL
community infrastructure consultants
C4A-DRAIN AREA
BUD ST.
(SOIL ROAD)
50' RIGHT-OF-WAY
909 MARKET STREET RELEASED FOR
WILMINGTON, NC 28401 APPROVALS
[phone]
BIDDING
Office Locations: CONSTRUCTION
North Carolina Georgia
South Carolina Florida RECORD DWG.
DATE
CA
U;___r_SF_ALU�
0288 2
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•, Fib. 6 �;
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WACCAMAW BANK
4945 SOUTHPORT-SUPPLY ROAD (NC HWY. 211)
BRUNSWICK COUNTY, NORTH CAROLINA
GRAPHIC SCALE
0
SCALE' 1'-30'
FINAL DESIGN = NOT RELEASED FOR CONSTRUCTION
DRMAGE AREA MAP
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ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
^1 A �*
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END ELEVATION
WHERE 30" TO 36" PIPE IS USED
SECTION J-J
BACK
OF CUF
PLAN
PLAN
5' 5'
u ]
5 I_I
PLAN
CURB AND GUTTER
WITH CATCH BASIN ON STEEP GRADES
#4 BARS "V"
EQUALLY SPACED
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S 1.5.
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PLAN OF TOP SLAB
NOTES:
- MORTAR JOINTS 1/2". 1/8" THICK.
- CLASS "B" CONCRETE TO BE USED.
- THE POURING OF FLOOR SLAB TO BE
ACCOMPLISHED BY FORMING.
- USE TYPE "E" GRATE, PER STD. NO. 840.03
- JUMBO BRICK WILL BE PERMITTED. CONRETE
BRICK OR 4" SOUD CONCRETE BLOCKS MAY BE
USED IN LIEU OF CLAY BRICK.
- IF REINFORCED CONCRETE PIPE IS SET IN
BASE SLAB OF BOX, MIN. OF 6" CONCRETE
SHALL BE PROVIDED UNDER PIPE
- FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL.
OVER 8'-0" IN HEIGHT USE 12" WALL TO
6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE
REMAINING 6'-0'.
T/G ELEV
SEE PLAN
a
N
LBUD
INV.
T SEE PLAN
`I
ac
SECTION X-X
MIN. DIMENSIONS
AND QUANTITIES
FOR BRICK CATCH BASIN
DI
NSION
6 AND PIPE
COVER
DIMENSION
REINFORCING
CIJBIC YARDS OF
CONCRETE IN BOX
BRICK MASONRY
H1
H1 CY/
FT.HT.
ADD T
FT. HT.
DEDUCTIONS
FOR ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
HEIGHT
HEIGHT
BARS-U
I
BARS-V
BARS-W
ITOTAL
D
I A
C
.
LENGTH
NO.
LENGTHI
ffs-.Top
FLAB
FLOOR
TOTAL
U.YD
PER FT.HT
12
3 -0
2 -2
-
-
-
-
0.7
0.321
ABOVE
MIN H1
0.321
--
0.0198
0.032
15
-
---
2-6
21
--
0,0308
0.04
18
18
2 -10
0.909
0.321
-
0.0442
0.065
24"30
--
-
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1.070
0.321
---
0.0784
3 -4
-
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4 -4
4
1 -6
3
4 -1
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45
0.147
0.374
1
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0.378
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0.1224
. 0
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3 -10
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1.586
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0.108
0.1760
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1.811
0.391
.117
0.2400
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-
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2.147
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0.3131
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54
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5 -7
5 -4
3 -3
-6
6
3 -3
3
3 -3
48
0.211
2.511
0.449
0.117
0.3958
0.535
CURB INLET
NOT TO SCALE
PLAN YltW
W WL
r
6 DIVERSION TO DIRECT RUNOFF FROM R/W
SECTION VIEW
TEMPORARY
CONSTRUCTION ENTRANCE
NOT TO SCALE
1.
REVISIONS AS PER BRUNSWICK COUNTY ZONING COMMENTS
11 S 05
REV. NO.1
DESCRIPTION
DATE
REVISIONS
1 STAKE AT GROUND
EACH CORNER
A A
C0PTNX1NG--,-_/
STAKES
r
.................
SILT
:- / FENCE
SILT FENCE SECTION A - A
NOTE:
FOR CURB INLETS AND DROP INLETS
INLET PROTECTION
NOT TO SCALE
M
v
C
Cn 0
DETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
2114
+ n
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YPE "E" TYPE "F"
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-WATER FLOW $AG WATER FLOW
�00 I �9
URI
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-----------------------------------
ITT 1 i` n 1 n
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SECTION B-B
om
--------------------------------------
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SECTION A -A
_
=
TYPE nFrr TYPE 'rEn -TYPE "G"to
=
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1" SECTION A -A
In
TYPE - F
TYPE G SECT -ION A -A
0 T
SHEET 2 OF 2
EET 2 OF 2
840.03
840.03
FRAME, GRATE AND HOOD DETAIL
NOT TO SCALE
L SEDIMENT
ON5IRUCTION 5PECIF1C6TION5
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW TO
ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW
THE CREST OF THE STORM DRAIN. PUKE THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF
THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED. GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING 2X4 WOOD STUDS
THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS
OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4 TO 1/2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. DOT #57
WASHED STONE IS RECOMMENDED.
DROP INLET PROTECTION
NOT TO SCALE
PROJECT MANAGER
DRAWING SCALE
909 MARKET STREET
RELEASED FOR
RPB
AS SHOWN
vw
WILMINGTON, NC 28401 (910} 762- 4200
APPROVALS
PROJECT DATE
DRANK BY
WKD
11/11/2005
BIDDING
DATE
APPROVED BY PROJECT MMSER DICKSON
-USE
RPB 50243.RO.WL CONSTRUCTIa Georgia ON
Office Locations: �
North CarolinCONSTRUCTIONFILENAME community infrastructure cCN1I3LlItflTltB South Carolina Florida � 'DS
CB -DETAILS RECORD DWG. �. v 4 t
v
vM
< 43" NOTE: USE TYPE "E", "F,r AND "G" GRATE
�A3 O UNLESS OTHERWISE NOTED.
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ISHF9T 1 OF 2
840.03
2. FENCING
SPECIFICATIONS FOR WOOD FENCES
THE FOLLOWING SPECIFICATIONS, DERIVED FROM ASTM F 537 AND STANDARD
PRACTICE IN THE FENCE INDUSTRY. SHALL APPLY TO THE MATERIALS AND
CONSTRUCTION OF WOOD FENCES-
A. POSTS AND FRAMING - POST SPACING SHALL NOT EXCEED EIGHT FEET
(W). ALL POST HOLES SHOULD BE A MINIMUM OF THIRTY INCHES (3(r) DEEP
FOR FOUR FEET (4') HIGH FENCES AND THIRTY-SIX INCHES (36-) DEEP
FOR FENCES HIGHER THAN FOUR FEET (4') UP TO SIX FEET (6'). ALL
TERMINAL. CORNER AND GATE POSTS SHOULD BE SET TO THIRTY-SIX
INCHES (36") DEEP.
B. POST HOLES SHOULD BE AT LEAST FOUR INCHES (4") LARGER IN DIAMETER
THAN THE LARGEST DIMENSION OF THE POST. ALL TERMINAL. CORNER AND
GATE POSTS SHOULD BE SET IN CONCRETE.
C. FENCES UP TO FIVE FEET (5') SHALL HAVE A MINIMUM OF TWO RAILS
(STRINGERS) TOP AND BOTTOM. FENCES OVER FIVE FEET (5') SHALT.. HAVE A
THIRD RAIL AT CENTER HEIGHT. STRINGERS SHALL BE 2X6 MINIMUM (NOMINAL).
D. MATERIALS - ALL MATERIALS USED IN WOOD FENCING SHOULD BE EITHER
(1) NATURALLY ROT -RESISTANT WOOD (SUCH AS CEDAR). (2) A WOOD PRESSURE
TREATED FOR ROT -RESISTANCE. OR (3) BE COATED THOROUGHLY WITH A
PAINT OR PROTECTIVE COATING IMMEDIATELY ON ERECTION.
E. FASTENERS - FASTENERS SHALL BE MADE OF A NON -RUSTING,
NON -CORROSIVE MATERIAL OR COATED TO RESIST RUSTING. NAILS SHALL BE
LONG ENOUGH TO PENETRATE THE RECEIVING MEMBER TWNCE THE THICKNESS OF
OF THE THINNER MEMBER BUT NOT LESS THAN ONE AND ONE-HALF INCHES (1
F. COVER BOARDS SHALL BE 1/2- MINIMUM THICKNESS
G. SOLD WOOD FENCES SHOULD ALLOW FOR EXPANSION TO AVOID BUCKLING AS
FOLLOWS:
FOR WIDTHS 2 TO 4 INCHES. A ONE SIXTEENTH INCH (1/16-) SPACE SHOULD
BE PROVIDED, FOR WIDTHS 6 M 8 INCITES. A MINIMUM SPACE OF ONE
EIGHTH INCH (1/8") SHOULD BE PROVIDED.
H. THE TOPS OF THE COVER BOARDS SHALL BE CUT AS DOG EAR (CORNERS
CUT OFF AT 45 DEGREE ANGLES).
I. BARBED WIRE SHALL BE 12-1/2 GAUGE GALVANIZED, WATH 4 BARBS
AT 5 INCH SPACING. BARBED WARE SHALL BE STRETCHED TIGHT.
ADEQUATELY SECURED TO EACH ANGLE ARM AND COATED
CONFORMING TO ASTM A-392 FOR CLASS 2 FABRIC.
VARIES AS DIRECTED BY ENGINEER (8' MAX.)
TOP STRAND MIN. /10 GAUGE STAY WIRES MIN. 112-1/2 GAUGE
BOTTOM STRAND MIN. J10 GAUGE
STEEL OR WOOD POST
"INSIDE
SECTIONLL
A ALIGN FRAMEEDGE
OF WAL.,.
FOR VERTICA
:..
(WALL BEGTION
SECTION - BB
T_
PLAN
FRAME,GRATE, 3 HOOD ASS'Y
n rr
c
3 "
SECTION - KK
THE TOP AND BOTTOM WOOD
CROSS BRACES SHALL BE PLACED 6'
FROM THE END OF THE WOOD
PICKETS. THE MIDDLE BRACE SHALL
BE CENTERED WITHIN THE FENCE
FILTER FABRIC
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN +
WIDTH AND SHALL HAVE A MINIMUM OF 6 -I
FILL SLOPE
LINE WIRES W/12- STAY SPACING GROUND LINE ")
16
2 FILTER FABRIC SHALL BE A MINIMUM OF
I
38- IN WIDTH AND SHALL BE FASTENED
a
B"ADEQUATELY
TO
BY THE ENfANEER E WIRE AS DIRECTED
MIN. /\
3. STEEL POST SHALL BE 5' 0' IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL. TYPE pCL
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
IN HEIGHT AND 3" OR MORE IN DIAMETER
WIRE FABRIC SHALL BE FASTENED TO WOODEN
�\
POST WITH NOT LESS THAN #9 WARE STAPLES
\
1-1/2 LONG \\ ANCHOR FILTER
FABRIC SKIRT
\\�\\ AS DIRECTED BY
THE ENGINEER
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
WACCAMAW BANK
4945 SOUTHpORT-SUP LY ROAD (NC HWY. 211)
BRUNSWU COMITY, NORTH CAROLINA
CONCRETE
FOUNDATION -
(TV.)
8' GRAVEL BASE
SECTION - PP
J+
KF; N N
L M
`C9
L M
J FRAME PLAN
3'-0 "
iF- III
" n� 4D"
N" O
I"''�`
2 -i1i�
R
HGOO ELEVATION
FRAME, GRATE AND HOOD DETAIL
NOT TO SCALE
3 STRANDS GALVANIZED
BARBED WIRE
4_4'
0
H �
H¢
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SECTION - RR SHEET 1 OF 2
840.03
ANGLE MLA BRACKET FOR
BARBED WIRE SUPPORT
ATTACH EACH 2 x 8
CROSS BRACE TO THE
4 x 4 TREATED WOOD
OST MATH 2-3' x 1/4'
GALVANIZED uC BOLTS
IIITH WASHERS
2 x 6 TREATED WOOD
CROSS BRACE (TYP.)
oo PC�T (�D
gTYP.)
ATTACH EACH 1 x 6
WOOD PICKET TO THE
2 x 6 CROSS BRAG WITH
3 GALVANIZED NAILS (TYP.)
1 x 6 TREATED WOOD
PICKET (TV.)
TOP OF CONCRETE
FOUNDATION TO BE
A RECTANGULAR SHAPE
ELEVATION w00D FENCE SECTION (�
WATER TOWER COMPOUND SIDE 4 x 4 TREATED WOOD POST (TYP.)
4 x 4 TREATED WOOD POST (TYP.)
INSTALL 1 x 6 BOARD
AT END OF FENCE IF
SIDE IS VISIBLE
1 x 6 TREATED WNDOD PICKET (TYP.) 2 x 6 TREATED WOW CROSS BRACE (TYP.)
PLAN VIEW
SHADOW BOX FENCE DETAIL
NOT TO SCALE
FINAL
DRIPLINE -�
�I 3' MIN. STAKE
I _d­--rHEIGHT ABOVE
PROTECTIVE BARRIER I GRADE
-L-
r
r
TREES O BE SAVED HALL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPUNE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES,
METHOD OF TREE PROTECTION
DURING CONSTRUCTION
NOT TO SCALE
SIGN - NOT RELEASED FOR CONSTRUCTION
SITE PETALS

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5 - to
N
Aj 4
3Fam
-0-:0
//em�
G< U`
X Z cc
C'w`
n.uv�5
U GCDI
_- 10.0'
EL. 32.00,
14, 0.3' EL. 31.70'
FILTER FABRIC - 6" THICK CLASS 'B' RIP -RAP-/
FOREBAY KIP -CHAP
NOT TO SCALE
-'- 20.0'
EL. 33.30'
0.3, EL, 33.00'
FILTER FABRIC J 6" THICK CLASS 'B' RIP -RAPS
EMERGENCY 5PILLWAY
NOT TO SCALE
GENERAL NOIES:
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT
THAT A 15 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE
USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED
BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR
FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED
BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2" SHALL BE OBTAINED.
ALL CONTRACTION JOINTS EXCEPT IN 8" X 6' MEDIAN CURB SHALL BE FILLED
WITH JOINT SEALER.
EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT
TO ALL RIGID OBJECTS.
1/2- R � 6" 18"
3" R 1 /8' R
! p
s 10
N e
p
N .p' e N o \ e . . 6"
... -
LEVEL
24"
(TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND
OR AS SPECIFIED BY THE APPROIATE CITY/COUNTY ENGINEERING
DEPARTMENT OR THE DESIGN ENGINEER.)
24" CURS AND GUTTER
(REVERSE SLOPE}
NOT TO SCALE
1/2" R 18"
s"
3" R 1 /8" R
C14
e 7
co u e
I 24"
24" CURB AND GUTTER
NOT TO SCALE
5'
SIDEWALK
777
CURB 12:1 MAX.
AVEMENT
SECTION A -A
A
WHEELCHAIR RAMP (DROP CURBS
NOT TO SCALE
2.
REVISIONS AS PER NCDENR DIVISION OF WATER QUALITY
12 8 05
1.
REVISIONS AS PER BRUNSWICK COUNTY ZONING COMMENTS
11 8 05
REV. NO.1
DESCRIPTION
I DATE
REVISIONS
3:1 SIDESLOPE
2.4' 10 ' 3:1 SIDESLOPE 10 '
1-INCH STORAGE _ _ _ _ _ _ _ _ _ _ _ EL. 32.88' T
NORMAL POOL_ T EL_32.00' _
FORE BAY POND BOTTOM �6:1 SIDESLOPE
BERM 6:1 SIDESLOPE RED TOP GRASS SEED
ALONG LITTORAL SHELF
(ARGOSITS ALBA)
SURFACE AREA
SURFACE AREA
FORE BAY
FORT BAY
NORMAL POOL
POND DEPTH
1" STORAGE
REQUIRED
PROVIDED
VOLUME REQ.
VOLUME PROVIDED
ELEVATION
(FT)
ELEVATION
(SF)
(SF)
(CF)
(CF)
32.0
4.0
32,88
3,194
4,832
ri.251
2,265
POND CK055-SECTION
NOT TO SCALE
1 /8"
RAD.
1 /8"
4
�
4
4"
1/2- JOINT
I Z118" RADIUS, TYP.
SEALER
DUMMY GROOVE
E P N IJQINT
CONIRACTI.4N JOINT
VARIES 3000 PSI
CONCRETE
1 /4' PER FT.
6„�
4
SECTION
EXPANSION JOINT-\
VIEW
6" CONCRETE CURB
�- & GUTTER
1/2" EXPANSION JOINT- MAX. 50' O.C.
& BETWEEN STRUCTURES
GROOVED CONTRACTION -�
JOINT 5'
PLAN VIEW
CONCRETE WALK DETAIL
NOT TO SCALE
PROJECT MANAGER
9RAIMNG SCALE
R
AS SHOWN
WK
PROJECT DATE
DRAWN BY
WKD
11 /11 /2005
D I C "SO N
PROJECT NUMBER
APPROVED
APPR04ED BY
RPB
50243.00.WL
community infrastructure consultants
FILE NAME
C6-DETAILS
Office Locations:
North Carolina
South Carolina
�' 2" � 12»
I-rT
RESERVED VAN
PARKING s" R7-ea
ACCESSIBLE
2"
j
` PARKING
MUTCO
R7-B
18"
. 12x18"
MAXIMUM
PENALTY
9" 2"
7, $ 250 MAXIMUM
PENALTY R7-8o
$ 2 50 12■xs*
AVEMENTGRASS
5
NOTES:
METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90.
POST HOLES SHALL BE FILLED WITH GRANULAR EACKFILL IN 3-INCH TO 4-INCH LIFTS.
THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.
CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI.
SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE
WITH ASTM STD B-209. THICKNESS SHALL BE 0.30 INCHES.
TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A
SUB -RESISTANT PRESSURE SENSITIVE NON -YELLOWING ADHESIVE, 'SKOTCHCAL"
TRANSPARENT FILE #639 OR APPROVED EQUAL.
REFLECTIVE FACING MATERIAL SHALL BE SCOTCH,JTE HIGH INTENSITY, MANUFACTURED
BY 3M COMPANY OR APPROVED EQUAL.
SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS
SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75"
SPACING BETWEEN LINES.
CORNER RADIUS OF SIGNS SHALL BE 2.5"
ARROWS SHALL BE 5.625" LONG BY 3.75* HIGH.
9. MOUNT ON BUILDING OR METAL POST AS DIRECTED.
HANDICAP SIGN DETAIL
NOT TO SCALE
•�` C A
909 MARKET STREET RELEASED FOR DATE
WILMINGTON, NC 28401 APPROVALS
[phone] ..
G =_" SEAL`.)
N 02885
.� . RUCTION
Georgia
Florida RECORD DWG. ��'�.,v� �,* I «,�.•��1P���`��
0 m y" VARIABLE G
H � > 1�" RADIUS 40d SPIKE g" - W CO
0.02 SLOPE �'� N Q
N00 Q
Z �• ♦ `■
}r 0 n ,� CA :' :.: ;..: '� r- .:.:"'.:.:' .:'d._,,,..:: It �•..- F'"r Q � U
TTI Z = d..• ..'K. I -.'K. ..'K. /.: v.. '�. p:, a p'.e" ' p`.e': d .n':' P .d'.. p. p`.d'•' P .e 2 RADIUS U, .Jar-s z
P.
O
O C7 '
w
rn - W
_ � Q a
00
-n =
JOINT SEALER ~ 0 0 CD
x 0 0 0 JOINT FILLER BASE COURSE 1 RADIUS VAR, Q F- "
z o Fr., SHOWING EXPANSION JOINT SURFACE COURSE � j � a 0 J
•"Dnn fir, 5" MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED) 0 co
ON ASPHALT CONCRETE PAVEMENT
co > Lb" RADIUS 1--1
Z r (USE ON ISLAND 4' WIDE OR GREATER) 1 Uj Ca
VARIABLE
:..: 0.02 SLOPE g rr
�N
-... •-•:'�;-:"--::-�:..��" SEE TYPICAL SECTIONS
JOINT SEALER FOR PAVEMENT DEPTH.
KEY IN ON THE
LAST LAYER OF 7':
SHOWING GROOVED JOINT PAVEMENT SURFACE
COURSE SURFACE COURSE 2" �RADIUS
PARTIAL LONGITUDINAL SECTIONS BASE COURSE BINDER COURSE 1 ,1 0
OF PAVED ISLANDS OR EXISTING PAVEMENT �
5 MONOLITHIC CONCRETE ISLAND (KEYED IN y
= NOTE: ON ASPHALT CONCRETE PAVEMENT Z
N (USE ON ISLAND LESS THAN 4' WIDE)
WHEN MONOLITHIC CONCRETE I5LAND IS ON TOP OF SURFACE VARIABLE J
m z COURSE, DRIVE 40d SPIKES INTO SURFACE UNDER MONOLITHIC L¢" x 6" LONG DIA. DEFORM _ O ca
p BARS ON 24 C STAGGERED E.{
R1 CONCRETE ISLAND. STAGGER SPIKES ON 2' CENTERS EACH WAY. 0.02 SLOPE a Q ,;r
0 W
CO)d a .. •. v ' o :v ' o-, a . - ' a. r ._ • o. v .. • s. v .. ' e. v .. d • v
~ IN THE CONCRETE PAVEMENT (ISLAND) AND CONCRETE ISLAND = '' W
1'- D (MONOLITHIC) PLACE 1,t" EXPANSION JOINTS AT 30' INTERVALS E- //�J.'
> AND GROOVED JOINTS 1" DEEP AT 10' INTERVALS BETWEEN 144" RADIUS 2" RADIUS N Z
EXPANSION JOINTS. 5" MONOLITHIC CONCRETE ISLAND a 0
Co I7 (SURFACE MOUNTED) ON CONCRETE PAVEMENT
0 LINE UP THE JOINTS IN THE CONCRETE PAVEMENT (ISLAND) VARIABLE Z
WITH THE JOINTS IN THE CURB OR CURB AND GUTTER, JOINT SEALER W
FILL AND SEAL THE TOP 11" OF THE EXPANSION JOINTS AND JOINT FILLER
CURB AND GUTTER 3" CONC. COVER
THE ENTIRE DEPTH OF GROOVED JOINTS WITH JOINT SEALER. AS CALLED FOR ON 0.02 SLOPE
PLANS.
' v ' y ' a . ' p v ' v • a ." a • y .' rr . ti v . a ..
FOR JOINTS IN THE CURB AND/OR CURB AND GUTTER, SEE SURFACING o p=ab o a �n, �.p�ra .�..
STANDARD N0. 846.01 o .r ,INCIDENTAL STONE •,� ;o o n� o o .o
1HEET 1 OF 1
852�01 ., SHEET 1 OF 1
6 1 PAVED CONCRETE ISLAND 552.01
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1 /4" x 1 1 /4" x 1 /4"
GALVMAX.,AMORDTORNGLE FRAME TOETOP ROF�OUTLET STRUCTURE NG BARS WILL BE " O.C.
1-1/2" ITEM 404 ASPHALTIC
ONCRETE SURFACE COURSE
-1/2" ITEM 402 BITUMINOUS
3GREGATE BASE
'ITEM 304 AGGREGATE BASE
DURSE 100% ASTM D698
COMPACTED SUBGRADE
100% ASTM D698 TO
12" DEPTH
TYPICAL PAVEMENT SECTION
NOT TO SCALE
NOTES:
1. THE TRAP SHALL BE CLEANED
OUT WHENEVER THE SEDIMENT
REACHES 1/2 THE TOTAL
DEPTH OF THE TRAP.
2. SEE PLAN SHEETS FOR
SEDIMENT TRAP LOCATIONS.
ISOMETRIC VIEW
CARRY CLASS 8 STONE V 2'
UP SIDES OF SPILLWAY N MIN.
N.C.D.O.T. NO. 57
WASHED STONE ON UPSTREAM FACE 2 2 1
oW
WITH
FILTER FABRIC MIN. DEPTHEOF p TCI
SECTION B-B
3' MIN.
SECTION A -A
N.C.D.O.T. CLASS B
EROSION CONTROL
STONE
T H
N.C.D.O.T. CLASS B
EROSION CONTROL
STONE:
FILTER FABRIC
TEMPOKARY SEDIMENT TRAP
NOT TO SCALE
WACCAMAW BANK
4945 SOUTHPOU-SUPPLY KOAP (NC HWY. 211)
13KMSWICK COUNTY, NOKTH CAKOLINA
My R.
�M�I if Ir IFyltt
y!
77
'7.4
t
r
bbb t
..,t-
GRATE EL. = 32.88
3/4" SCH. 40 PVC OUTLET
FLOOD POOL EL. = 32.88
NORMAL POOL EL. = 32.00
7
in
6:1 SIDE SLOPE - -
v
INV. EL. _
r 2 FT MIN. �� 27.50
4
6" EXTENDED BASE
15" CULVERT
INV. EL. = 27.58
3'x3' REINFORCED
CONCRETE BOX
OUTLET STRUCTURE DETAIL
NOT TO SCALE
STORM DRAIN PIPE
E=0%
STORM DRAIN PIPE
FILTER FABRIC
SECTION
RIP -RAP SCHEDULE
NOTE:
A PUMP WILL BE PROVIDED FOR
MAINTENANCE AND TO DRAIN
THE POND IN EMERGENCIES.
TAILWATER
` FLOW
N.C.D.O.T. CLASS B
RIPRAP, MINIMUM
18" THICK, TYPICAL
UPSTREAM
DOWNSTREAM
®
PIPE DIA. (IN.)
LENGTH (FT,)
WIDTH (FT.)
WIDTH (FT.)
1
18
6
4.5
6
2
15
5
3.75
5
RIP -RAP APRON
NOT TO SCALE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
SITE DETAILS
11