HomeMy WebLinkAboutSW8061222_APPROVED PLANS_20061220STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�T/�/a�'�+
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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YYYYMMDD
SITE DEVELOPMENT PLAN
DESCRIPTION
V CONTOUR INTERVAL
5' CONTOUR INTERVAL
PROPERTY LINE
ROADWAY CENTERLINE
RIGHT OF WAY LIMITS
EASEMENT LINE
CURB & GUTTER
SANITARY SEWER FACILITIES
STORM SEWER FACILITIES
WATERLINE
FIRE HYDRANT ASSEMBLY
WATERWAYS
PROPOSED LOT AND S.F.
OPEN SPACE LABEL
BUILDING SET BACKS
PRIVATE SANITARY SET BACKS
FLOW DIRECTION
LEGEND
EXISTING
PROPOSED
5,000 s. f.
0
FOR
BRUNSWICK COUNTY,, NORTH CAROLINA
DECEMBER 13,
2006
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STREET SIGN
404 WETLANDS
OPEN SPACE
DEVELOPER/OWNER
BARKER & CANADY CUSTOM HOMES, INC.
6800 WRIGHTSVILLE AVENUE, SUITE #7
WILMINGTON, NC 28403
PREPARED BY:
WITHERS & R"ENEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Avenue, Suite 101, Wilmington, North Carolina 28403
Tel:910-256-9277 Fax:910-256-2584
www.withersravenel.com
APPROVED
NORTH CAROLINA ENVIrRCIdMENTA..
MANAGEMENT COMMIS` ION
DIVISION OF WATER QUALITY
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INDEX OF SHEETS
SHT C-0 COVER SHEET
SHT C-1 EXISTING CONDITIONS
SHT C-2 GENERAL NOTES
SHT C-3 SITE PLAN
SHT C-4 UTILITY PLAN
SHT C-5 GRADING, DRAINAGE, AND
EROSION CONTROL PLAN
SHT C-6 DRAINAGE AREA PLAN
SHT C— 7.0— 7. 1
SHT C-8
SHT C-9.0-9.3
PATRICK NEWTON DR. PLAN &
PROFILE
POND DETAILS
MISCELLANEOUS DETAILS
DEVELOPMENT DATA :
TOTAL LOTS PROPOSED — 45
AVERAGE LOT SIZE — 8,301 S.F.
AREA OF LOTS PROPOSED — 8.70 Ac.
AREA OF R/W PROPOSED — 2.30 Ac.
TOTAL PROPOSED ROAD LENGTH -- 2,415.74 L.F.
TOTAL ROAD SURFACES (PROPOSED) — 63,120 S.F.
DENSITY (UNITS/ACRE) — 2.76 Units/Ac,
GENERAL NOTES:
1. BRUNSWICK COUNTY PARCEL NO.(S):
221AE001-221AE063
2. TOTAL TRACT AREA: 16.29 AC.
3. EXISTING ZONING DISTRICT: R-6000
4. LAND CLASSIFICATION:
VACANT/UNDEVELOPED
5. THIS PROPERTY IS NOT LOCATED WITHIN A
FLOOD ZONE AS DEFINED BY THE FEMA
MAPS. PER F. I. R. M., EFFECTIVE APRIL 3, 2006
6. THIS PROPERTY DOES NOT CONTAIN
ANY A.E.0 AREAS OR IS UNDER CAMA
JURISTICTION.
7. THIS PROPERTY DOES CONTAIN 404
FEDERAL WETLANDS WHICH HAVE
BEEN APPROVED BY THE U.S.A.C.O.E
NOTE:
ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE
WITH COUNTY OF BRUNSWICK & STATE OF NORTH CAROLINA
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PROJECT NAME: TIDEMARSH LANDING
W&R PROJECT #: 060145.01
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.
GENERAL NOTES:
1. ALL EXISTING TOPOGRAPHY, BOUNDARY, WETLANDS, AND UTILITIES, HAVE BEEN TAKEN FROM A MAPS
PREPARED BY WITHERS & RAVENEL, INC.
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 DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-51TE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED 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 (800) 632-4949 AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN
LIMITS OF DEMOLITION AS SHOWN ON PLAN.
DEMOLITION NOTES
1. CONTRACTOR TO COORDINATE WITH 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. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL.
8, 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.
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
11. 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.
EROSION AND SEDIMENT CONTROL NOTES
GENERAL NOTES:
1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS.
2. PLANT GRASS OVER ALL GRADED AREAS WITHIN 21 DAYS OF CEASE OF ANY GRADING
ACTIVITY.
3. 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
4. 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 NCDENR DIVISION OF LAND QUALITY,
5_ WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NCDENR DIVISION OF LAND QUALITY.
MAINTENANCE 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 15 USED WITH 8 FOOT STAKE SPACING.
4, INSPECT THE INLET PROTECTION FABRIC AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED.
REMOVE SEDIMENT FROM THE POOL AREA AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE FABRIC DURING
SEDIMENT REMOVAL. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,
REMOVE ALL MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF THEM PROPERLY. BRING
THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND COMPACT IT,
APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
5. 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 DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY
PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTHER
UNSTABILIZED AREAS.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
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 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
TEMPORARY SEEDING --LATE WINTER EARLY SPRING
Seeding Mixture
WINTER 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
GERMAN MILLET
FALL
SPECIES
RYE (GRAIN)
Seeding dates
RATE (LB/ACRE)
120
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 WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
GENERAL 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.
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. 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.
9. 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,
10. 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.
11, ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
13, FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS,
14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
15, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
GENERAL UTILITY NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH BRUNSWICK
COUNTY AND NCDOT REQUIREMENTS 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.
EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY 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.
UTILITY CONTACTS:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800-632-4949
NOTICE RE
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
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 ANY EXCAVATION OR DEMOLITION,
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
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GENERAL NOTES
PREPARED FOR:
BARKER & CANADY CUSTOM HOMES, INC.
6800 WRIGHTSVI LLE AVENUE, SUITE 07
WILMINGTON, NC 28403
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wri¢hhviMe Ave, Salk 101. Wilnieooel, Noe'llr CoAm 2"03 1tk 910-1563377 6= 910.486-YSe4 www. rarrwl. m
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1 k k k
kk I II
t EX
k k
E k \ k } k II Ii l
k k k k k k k k k k k k k k k k k 1��A- k k k k k k k k k k —_,\ aRl�
k k k Ii I � � I
k k k k k k k k k k k k k k k k k k k k k k 1 IIl 411 �jiTr
z 1 1
k k k k k k k k k k k k k k k k k k k k k k F 11 III-' '� $ i r r1 !
k k k k k k k k k k k k k k 1 f Ili .'�__ I I I fJ l! II I!
k
k k k k k k k k k k k
k k k k E k k k k E k I III II it I f t N= I I I11 411j� II
k k
k k k k k k` _ s k k k k 1 + III I I y I Y o ct I I I+I I I
k k k k k k k k k g I I ti
k k k k k k k
k k k k k k k k k k I III +III
k
k k k k k k k k I I Ill ii ! } I f++!
k k ll
k k k k
k
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k-P�~
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k III I I � � _ � + !III
\ E k-__---------..-.----- � �~ � c}_ `✓- --= - — — __
' _ —X ~
cu
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_ 1
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• 03131 -` ii II111
GINS . 'Q' 1 I II
Ry . QPQ
MAP NOTE:
ALL BOUNDARY, TOPOGRAPHIC, UTILITY &
WETLAND DELINATION HAS BEEN TAKEN
FROM MAPS PREPARED BY WITHERS &
RAVENEL,
11.
GRAPHIC SCALE
50 0 25 50 100
1 inch , 50 h.
ppipwr
WdcR
scat.
1 "-50'
�ifir
Date
W&R
12 13 06
checked 6y
kh No.
GSP
03060145
TIDEMARSH LANDING
SMITHVILLE TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA
EXISTING CONDITIONS
PREPARED FOR:
BARKER & CANADY CUSTOM HOMES, INC
6800 WRIGHTSVILLE AVENUE, SUITE #7
WILMINGTON, NC 28403
WITHERS RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7"a WrfSW"Ic Ave, S.Ite 101. MwAms pa, North CaeYaa 26W3 id: 9W2549277 6= 910-256-2584 www.w1dmnmvend wm
Owd No.
C-2
A
I
117.52'
,
�, !`:,L_ 11i.1 C-)I1Tf-l"O_ 11r_,, It,l+:
7-,,r
� � N 20'47'59E 920.31' 1 Tr--- 17 MINIMUM
i 4 1 1 7,568 SQ.FT. 6,654 5Q.FT. I! 11!/-
k \ \ / / NORMAL POOL --
k k \ 10,491 SQ.FT. I j 6,39s SQ.FT. J 1 1 10 / / / ---
k E \ 15 \ 1 1 I I O / / / / ELEVATION 30.5 - - --
LO T 1 S k k k k k \ \\\ l , J L ` , -J L-___ ! 1 7,385 SQ.FT. 11 I ® / / / - - _ - --------
k k t k k \ 16,743 SQ.FT. ` �, _ _J // / 9,921 SQ.FT. / / __.
k k E \ 3
k
k k /
k E k \ 24" VAL / 16,332 SQ.FT.
k k k k k k O N \ \ GUT TYP. / do - 00+EZ//
k k Vr%riLANt AREA q
1
k k E t k k k k `i ol '�i I-�1 1 1 , _` � \ \� ///
101
k k k k k // &36 I l Fkk k n \ 1 1 6,561 SQ. T. I! OFT ! /
k k k k _ C:' / / / \\\\ 6,114 SQ.FT. 1 III s,aoo SQ.FT. j ! 16,544 sQ.FT. / I \ \ oo \ < / /10,
LOT 1i k k k X /
k f k k oo / \ ! ! 1 I / / 1 \ �\ o�\ \ 6,600 SQ.FT. / / / \
k k k k k k / // 35 \\ \ I L ! I I /// 40 \> ♦` \ \ / j// \\\
:1 k k k f 6.207 S k J ! I 7,327 SQ.FT,
i t
k E k t k k k k / \\ k \ \ / k k k `� // // ///�\\ \\ ` \ \v/// \� CA
a k k � / � \ k k k k v /
a k k k k \ \h \ k / / k k k k k k k \ < 6,601 SQ.FT,/ / / �\ (oNi
41
k k k k �l � k k \k , k k k k k f k k k k k k k k k // // 7,663 SQ.FT, \\ \ \\ \\ / \\ \\ m
k k k k rn / 6,$9 SQ.FT.f / k k k k k k k k k
� � k` k k k k k f k k k // \ d` ` \ v-
LO T l 6 ! t �� k / t k k k k k k k k k E k j/ \ \ \ \ e 6,601 SQ.FT.-
l' k k k t k k \ / //
k�� � �-- /k k k E k k / \ \
! 16 7 I t ��� k k k k k k k k k k \�,/ 42
� k k k k k k E k k E k k /
8.196 SQ.FT. 1 k f k k k k t k 6,000 SQ.FT.
p k d k k k k k k k E k k k k k k k E k
t' 1 k 7.638 �SQ.FT. k k k k k k k k \ // ,'\ \ �O \ O N
! -`J! 1 I k k kl k k k k k E E k k k k k k k \ 6,629 SQ.FT.
--- ! j k r k k J t k k k k k f k k E t k k k // / R30� Tl'P. ` 00
1 Lk-l-"��� k k k k k k k k k k
k k k k k k k k k V97LAND k k k 7,000 SQ.FT. \� ` o.
j + I 4- 7c k f k k kAREA 9 E k /
8.289 SQ.FT. I I k k k k k k k 2fd60 t AB. k E //
2 > k t t E k k k k k k f \ /%/ �\ \ 6 726 SQ.FT.
Or 15 r J I ik / t k k �` k E k E C
k 7 SQ.FT.��� k E k k k k k k k k k \ /�/
! k // / !��__ k k k k k k k k t
! 0 // / k t k k
7 / / 7 _ k k k k E XO . \ \ 6.760 SQ.FT. 1 I I
1 \ / I l 1 1 r k E E k k k k k E `/ ���
8,598 SQ.FT. 1 ! \ \� /j / 31 / / 1 k k t k E k /k // \ ox
/ _ k k / - ��/ \ \ < / / 12,467 SQ.FT.
49'b' /</ 7,534 SO. FT. / 1/ 30 / // / k k k k E k k k /� /f� \ \\ ` ,\Q,� \\ \ � \ / 1
J \ 1 1 1 1 1 f k / k F i \ Q• I I 1
I - _ = � r� \ / 7,609 SQ.FT. 1 k /
x°Q `\ 29 / / kl k k k k k k E k /� o /// 44 % \\ \� �
17.488 SQ.FT. /1 / 1 E k 4e / E �� k ` 9,075 SO.FT..
14 �L \ �� 4, 1 I / 28 k k k /
� 19 \\ \ R25, TYP, �� �/ 1/ 11 / O kl k t //k k 'k k �� k \ \\ ♦// \ �\ op ��I IPATRICK NEWTON DRIVE
r 0 _ -r / ` / 17,931 SQ.FT.. k k / )r k \ \ / //i / 91 -� ~ ` �- - - - 40' PRIVATE VATE R W
j 10,385 SQ.FT. j _ _ / I 1 / k / k \ / / 45 ` S 15'29'55" W 357.87'
/^��\ Zsj00 �`� L�_���r, -- k /k E k k k \�/// 7,446 SQ.FT.
/ �Ix/ 3 .� �r k k k E \ /
9,004 SQ.FT. // r _ I� C5 k ---..k\ /
21_ w 00 /// k k k k k k k -/
v / k
7582 SQFT / / / ram- - - \ k k
22 /
7 _ k k E 430.5 i'
7,407 SQ,FT. l lI ~1
k
_ ,C/ / 11/ 23-r-J E
7,391 SQ.FT. 1 11 ! ! 1 1 r 11� 13,443 SQ.FT. / 2
LOT 12 24
1 7,813 SO.FT,
`/ L__ I! 9,426 SQ.FT-
LOT I j 14,23 SQ.FT.
2
I 11 2 / N J !! 1 1
I 2 E LOT '� ' ! , 1 , , / ,�o GRAPHIC SCALE
w
,oa
' 10 2 1 /
C c7 644, s, 1 , / v
I� I LOT L 1� 1 1I f inch -50ft.
DEVELOPMENT DATA
TOTAL LOTS PROPOSED - 45
AVERAGE LOT SIZE - 8,301 S.F.
SMALLEST LOT SIZE - 6,000 S.F.
AREA OF LOTS PROPOSED - 8.70 Ac.
AREA OF R/W PROPOSED - 2.30 Ac.
TOTAL PROPOSED ROAD LENGTH - 2,415.74' L.F.
TOTAL ROAD SURFACES (PROPOSED) - 63,120 S.F. (1.45 AC„ 8.90%)
DENSITY (UNITS/ACRE) - 2.76 Units/Ac.
WETLAND NOTES:
1-0.359982,LO.359982;1. WETLANDS IMPACTED BY PLANNED
RIGHT -OF --WAYS WILL BE MITIGATED IN ACCORDANCE WITH ANY
REQUIREMENTS OF APPLICABLE STATE AND FEDERAL PERMITS.
1-0.36,LO.36; 2. ALL WETLANDS AREAS OR AREAS CONTAINED WITHIN
WETLANDS AREAS MAY NOT BE FILLED, DISTURBED, OR ALTERED IN
ANY WAY UNLESS PROPERLY PERMITTED BY THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES AND/OR THE.
U.S. ARMY CORP OF ENGINEERS.
PROPOSED BUILDING SETBACKS:
FRONT 25'
REAR 9'
SIDE 5'
CORNER 15'
ANY PERIPHERAL PROPERTY LINE STRUCTURES -- AS
PER NORTH CAROLINA STATE BUILDING CODE
*NOTE: SETBACKS PER CURRENT BRUNSWICK
COUNTY ORDINANCE.
00+tL 00+T4 OD+Fl
N 15'29'55" E 357, 53'
I
40' RIGHT-OF-WAY
8' 22' V-V 6'
3x 3
SLOPE1 7
2" FT' SLOPE
TO GRADE 2 - o . T. _ " } 2'-0. TO GRADE
VALLEY 10 2"SF9.5A VALLEY
GUTTER ABC 1-2 GUTTER
Residential Cul-De--Sac Road X-Section
(w/ Valley Gutter)
MINIMUM LOT DIMENSIONS
AREA IN (S.F) 6,000S.F
MIN LOT WIDTH (FT) 60'
MAIN CHORD AT ROW 40'
FOR CUL-DE-SAC
GENERAL NOTES
1. BRUNSWICK COUNTY PARCEL NO.(S):
221 AE001-221 AE063
2. TOTAL TRACT AREA: 16.29 AC,
3. EXISTING ZONING DISTRICT: R-6000
4. LAND CLASSIFICATION:
VACANT/UNDEVELOPED
5. THIS PROPERTY IS not LOCATED WITHIN A
FLOOD ZONE AS DEFINED BY THE FEMA
MAPS. PER F.I.R.M., EFFECTIVE APRIL 3, 2006
6. THIS PROPERTY DOES NOT CONTAIN
ANY A.E.0 AREAS OR IS UNDER CAMA
JURISTICTION.
7. THIS PROPERTY DOES CONTAIN 404
FEDERAL WETLANDS WHICH HAVE
BEEN APPROVED BY THE U.S.A.C.O.E
-- o
IEX.
CONC
DRIVE
A Sp�
DR/ r�
1
2'
Er
24" VALLEY
GUTTER, TYP,
R35'
E
00+ l L as 0 00 a.L-
O L++ R35'
�
O
Z
�c 1
n
CI
=
;0l
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
BEARING
C1
331.71
335.41
318.36
N43.45'36'E
C2
205.89
230.00
199.08
S46.26'40'W
C3
324.12
230.00
297,95
S19'34'15'E
C4
224.77
150100
204.33
N77.07'48'E
C5
209.19
230.00
2
02.06 N08.08'42'E
CAR
EAL
OPEN SPACE NOTES: = 031315 -
OPEN SPACE REQUIRMENTS CALCULATIONS:
TOTAL TRACT ACREAGE (16.29 Ac.) X 3% = 0.49 ±Ac. i �NGINE�'4'�
`OPEN SPACE REQUIRED ® 3% TOTAL TRACT AREA OR 1/2 a,c WHICH 0RYx I • PP��\\\
EVER IS GREATER.
ALL PROPOSED OPENSPACE/RECREATION AREAS ARE
NON -BUILDABLE FOR ANY TYPE OF DEVELOPMENT UNLESS
APPROVED BY BRUNSWICK COUNTY.
OPEN SPACE ALLOCATION
PARCEL
ACREAGE
SF
PROPOSED USE
O
0.51
22,215
MULTI -USE
RECREATION SPACE
O
0.44 1
18,954
MULTI -USE
RECREATION SPACE
No.1 Revision I Date I RY
wa�R
scaleDedper
1 "_50'
Drawn gy
Dame
W&R
12 13 06
BY
job No.
GSP
03060145
TIDEMARSH LANDING
SMITHVILLE TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA
SITE PLAN
PREPARED FOR:
BARKER & CANADY CUSTOM HOMES, INC.
6800 WRIGHTSVILLE AVENUE, SUITE #7
WILMINGTON, NC 28403
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 WrWovife Ave, Sulk 101. V4bWmpm, Nw& Cmv&w 25M teE 91a- 3"277 f�m !10 Z5645a4 wrrw WmIk araweael"
Shoe No.
C-3
- N/F f�
ISLAND CONTRACTING, INC
DB 1663/313 j
1
21-16#290 E 117.521, ! u LIMITS OF
•� CLEARING
"— :fin ` GRADING
-loom
13
14 1 1 ' v568 SQ.FT. I 6,654
k\ k \ 15 \ \\ 1Q.4'9\SQ.FT. 1 j _ J�~ f ' ��.389 SQ.FT 1 1 1 0
LOT 18 // k`�'/ k k k \ O \ \ 1 lr— --- L---- 1 1 7, 1
/ k k \ k \ 16,743 SQ.FT. \ \ UTIUTY L- — / 9,921 SQ.FT. /
/ k k k k k`` k \ \ \I__\�_ ���'�— -10'�.�� EASEMENT
k k k k E \ �> /II' \ h A 16 r �� C`�
E 16.3
k k k k 1/ k \ / �' 00+£z J t
� / � 00 �
N /F
ISLAND CONTRACTING, INC
DB 1663/313
/
0.FT. 2
k k WFkTLANt k AiREA 1 E , / �`
A
k 0.86 t ACC l k E
E k k k k / / ' I — — 10' 11 k
k E k+
k
k E k k k+
k k k k 1
LOT 17 k k k
k
{Ak k k k k
CDk k
l
Y k E
k k k / k
r k E k k %
k k 1 k
k k k k/ k
\ k k
1 � E�
LO; 16\\
r
q.FT.
-1NLET`PROTECT1UN
1
1 r 17 f
8.289 SQ.FT. I
LOT 15 �, J
r 8.598 SQ.FT. 1 I
1 r �
LOT 14
rr
' 3fi l 1 1 37 fit 38 f f 39
o, 1 6,561 SQ.T. f r f f r 0
\\\\6,114 SQ.FT. � 1 r f f s.0sc
NG
NO
ll
Il
TOTAL WETLANDS DISTURBED - 0.69 AC (29.951 So
I
SILT FENCE (TYP)
1 FOREBAY
RIP RAP \ \ \1
i I++
I! {1
I
N /F
1I HEWETT
I inn
121.3' O 0.23x
,/i \ c� 1 / IZ467 SQfT. I I 1 ( 11I
\\ ♦ \ �J / I ! i 48" HOPE 11 ICI +i+l
Q44 405.4' O 0.237E
i \ , �, ` — _ _ + r II + I 1 CONCRET JUNCTION BOX
9 5 SQ.FT. / i
-1-1 � — \ k �'� � � � ` _......_ .� — — ` ._. or � 341 ` I ll1 I � + i � TON BET TRAFFIC 1.
L k d/ \ I
lam \ \ \ 11I 11 28 k k k %�i �� k \ �� �/ j -I \\ �N `��� I I— I ►PATRICK NEWTON DRIVE
19 \� `Y _► / `_ 7,93t SQ.FT. k !,� /jr100, k \ \ // i 45 \ rr e1 `
f 10,385 SQ.FT. J/ `2s — ' , k k \ ♦ 1 O '
/� L �,.��— k k k / /
N. � � 00 � � �,� • � � SQ.FT.
woo k
- -- 1 k
FENCh k
- 9,004\SQ.FT. j �/ % �. —� 1
� /�
SILT k
k k
C //
/ 21 / \\ � _ i��_ J '� / k k k k
k k
3 / / //\ 7,582 SOFT. / \ 1 /'_ - k k k - [+� 2 .lI -
22 y / -7 k k -- --
7,407 SQ.FT. 11 /1 / � ��_ ~--- � c� �k-� k �
�1\11 27 k AC
7,391 SQ.FT. 11 r r I r �'�l \ 11 13,443 SQ.FT.
LOT 12 24 r `p \
7,813 FT. r f 25 ' 1 4 \\ \
9,426 S. ` 14.2 26
ff
LOT I
rN•34
I LOT10
I .Zg• - �_ 4 1 1 \ / UMITS of
% I I LOT 9 'I 1 \ / CLEARING
GRADING
I ' LOT 8
I ' I LOT 7NF
I
I PA NEWTON PROPERTIES. LLCI I ' w I
� Ds 1458/1248 � Esr rRqC
�L4� I I I MO R/S2E
1. ALL STORM SEWER TO BE HDPE ADS, N-12, OR EQUIVALENT I '
2. ALL STORM SEWER PIPE IN DOT RIGHT-OF-WAY TO HAVE 1.5' COVER OR
BE RCP-
3. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SEWER
SYSTEM AND DISCHARGED TO DETENTION POND.
4. POND WILL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF
EMERGENCY. 1
5. PRIOR TO USE AS A WET DETENTION BASIN, SEDIMENT BASIN WILL BE
MUCKED OUT. _
6. NO LAND DISTURBING ACTIVITIES CAN COMMENCE WITHIN THE WETLANDS
AREA UNTIL PERMITS ARE OBTAINED FROM ALL REGULATORY AGENCIES.
♦ / INLET OTEC�IQ�'`�
TYP. ` � I I
/ 1
6,600 SOST. %/ ! \490?1 ♦ ��\ \\ \\ 00 o
7,327 SQ.FT. /� ^ ♦\ \ \\ // / \\ \ �, +(!! I ! I
k k k k ® A SILT FAWW (TV) \ \ \ / n �O ! 1 + � 'xb' INLET BOX C N � � 1
• k k k // / \ \ \ 6.601 FT. / ! 4NV 'QUT-30.50 k k
i k k k k k k E k k & 41 \\ \` 7 \\ /// ID 1 0l !�
k k k k k / / / 7,663 SQ.FT. � \ \ \ /
k k k k E k k k k k $ `\ \ //// \\ \ +I! � / I I /) 11 r J I
k k k k k k k /�\ \ \ v //
k k k k k k—�. k k k E� // /'\ \ ` \ ! 6,60 .FT.k k- ®
k Ole
k WE S DIStIMQED k 1 k YC\ k k k k / / / 42 \\ \ \ \ ol'/ / / \ I1+ I a. H PE
O Q.237L
k p.48 A� (1a829`SF)k k�, k \ k Arc IS7UR k \ \ \ \ /�/A 1 1 { } I
k k k k �k k k k k 6. SQ.FT.
k k k k k k\ k \k k k k E k k k 10, E
k k k k k k SIL'Ir FENI f k k k k k k k j/ \ \ 6.629 SQ.FT. /// \\ r +!� o f 'a sp + 1 I
k k k k k k �J k k E k k k k /� 43 \ \ " \ \ / // > 11 I C kk
k k k k k k k k k k \ N �� /// / 1 i! IN 30.23 N /F 1 / i t I
k k k k k k k k k k wT*LA�VD 4AREA B k k k k SQ.FT. / i� o• �\ \// i JOY ASSEMBLY OF GOD
k k k k k k k k 2k.6Okf Ae. k k k k / � ` \ \ \r / 6.726S .FT. / / �, + DB 813/156 I kll 1} N
k k k / rl
�-I - / /- k k k k k k k -- k k k k �� / \ / j I 1 B SSIM1
SQ. / — k k k k WET$ANDS DIS11ORBED•1 k E k k \v � 1 // / 1' 1 `I 1 J 111 4 +
k k {j03 A6 (1 J12 SFj 4t � E k / 2 /
/ 1 _ k k k k k ` k k k ^ \ / / O .FT. ' 1 1 ! + HOPE
N�1H�2R.3' I 1 }
/ l k k WFk7'LAND3 a TUROM. k k \ / 6 760 SQ.FT. / !
k k k k k k 0.11< AC (6271 SF)
\ j // I,1AITS OF CLEARii7+ �. O k k k k k k /
7,534 SQ.F.T / / 30 / )t DISTURBANCE / k k k oe
r — r '/ 7609 SQ.FT. / 29 k k k k k k k k k k
8 _ 17,488 SO -FT. k
��4(r PRIVATE-R VIA}- S 15'29'550 W 357.8Z
\\ I
E
N /F I
ST. PETERS LUTHERAN CHURCH I
DB 1338/990 j
LOT 6
LOT 5 ' I
I_
I
LOT
I ' I
I
I _
I LOT
I I
I / I
I I LOT 2
5,29'W E 3J75Y �— SILT FENCE (rYP)
1
1 \1111� C3N 44
1`-- 33�f/
zz
N /F
ST. PETERS LUTHERAN CHURCH
DB 1338/990
GRAPHIC SCALE
so 0 25 50 100
IL
t inch - 50 f .
N /F
Date
WacR
scalle
1 ~-�
Dawn By
Date
W&R
12 13 O6
Chedmd By
lob No.
GSP
03060145
TIDEMARSH LANDING
SMITHVILLE TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA
GRADING & EROSION
CONTROL PLAN
PREPARED FOR:
BARKER & CANADY CUSTOM HOMES, INC
6800 WRIGHTSVILLE AVENUE, SUITE #7
WILMINGTON, NC 28403
WITHERS & RAVEN EL
ENGINEERS I PLANNERS 1 SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 25403 tel: 910-256.9277 fay 910-256.2594 www.wkherwaven&mmm
Sleet W.
C-5
N 21.16'29" E
117.52' I
k
k klk
k k
k
)T 18 r:k k k k k
r k k
k k k
k k k k kt k k kWILT LANt AREA A
k 0.06tAcf k k k
k
k k
k k
k t k
k k k k k
k t k k k
k k k
k k k t
k k r t
k t k k
)T 17 k k r t
k k k t
k k k k
v k k k
+� k k k k
-pt k k k k
rn k k k
t k k
71 k k
---•- k r k /
k k k r ,�
i3
1 I11 II
7,568 SQ.FT. I I 6,654 SQ.FT.
f I
\` 14 � 1 l l I I 6'1
\ \ 10,491 SQ.FT.
i5 \ \ i4=�
16,743 SQ•FT•
IA
/ as+�z
.00 00010
N 20'? 7'59" E 920.31'
TIT
'
SO.
FT.
1 1 71385 SQ.FT. I 1 9,92o Solt
=C.74 A // 16,332 SQ.FT. ,' 2
\ T / / / 2.7 ACRE
611 OVERLAND SHEET
/ FLOW TO POND
DRAPOND
NAAGE AREA:
y 527,131 SF (12.10 AC.)
i
1
1 N/F
l HEWF T1 ti {
DB 95%;''Bgo
vp an
00'0I GRAPHIC SCALE
�9 Z l
"' 1 inch � so ft. N
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STORM COM j&j]0N3
STRUCTURE
FROM TO
2 1
3 2
4 3
LENGTH
ft
112.06
120.65
22.00
DIAMETER
in
36
36
36
TYPE OF
PIPE
HDPE
HDPE
HDPE
SLOPE
0.30
0.30
0.30
INV. UP
ft
28.34
2&70
2&77
INV. DOWN
ft
2&00
2&34
28.70
RIM
ft
36.09
34.51
34.51
COMMENTS
2-1
3-2
4-3
5
4
167.05
36
HDPE
0.30
29.27
28.77
34.53
5-4
6
5
22.00
36
HDPE
0.30
29.34
29.27
34.53
6-5
7
6
110.71
30
HDPE
0.30
29.67
29.34
33.86
7-6
8
7
100.86
24
HDPE
0.30
29.97
29.67
34.56
8-7
9
8
144.13
24
HDPE
0.30
30.40
29.97
34.98
9-8
10
9
142.03
15
HDPE
0.30
30.83
30.40
34.17
10--9
25
10
22.01
15
HDPE
0.30
30.90
30.83
34.17
25-10
16
4
96.49
36
HDPE
0.30
29.06
28.77
33.85
16-4
11
5
44.91
36
HDPE
0.30
29.40
29.27
33.91
11-5
22
7
22.00
15
HDPE
0.30
29.74
29.67
33.86
22-7
23
8
22.00
15
HDPE
0.30
30.04
29.97
34.56
23-8
24
9
22.00
15
HDPE
0.30
30.47
30.40
34.98
24-9
17
16
156.70
36
HDPE
0.30
29.53
29.06
35.00
17-16
12
11
76.98
30
HDPE
0.30
29.63
29.40
33.39
12-11
18
17
116.85
30
HDPE
0.30
29.88
29.53
34.04
18-17
Designer
WdcR
scale
1 r-50s
Drawn By
Date
W&R
12 13 OB
cheered By
lob Nm
GSP
03060145
k k k
r k k k k k N 24'34'10" E 430 57.
k k r
k k
k k
k kk
�i /F rrj }URCi3
ST. Pc_-IER.S t.0 THERAN
D8 1-538/`990
STRUCTURE
LENGTH
DIAMETER
TYPE OF
SLOPE
INV. UP
INV. DOWN
RIM
COMMENTS
FROM
TO
ft
in
PIPE
ft
ft
ft
13
12
170.96
30
HDPE
0.30
30.14
29.63
34.01
13-12
19
18
96.11
30
HDPE
0.30
30.17
29.88
34.65
19-18
14
13
72.47
18
HDPE
0.30
30.36
30.14
33.44
14-13
20
19
148.67
30
HDPE
0.30
30.62
30.17
34.63
20-19
15
14
117.00
18
HDPE
0.30
30.71
30.36
34.33
15-14
21
20
5&87
24
HDPE
0.30
30.80
30.62
34.38
21-20
30
15
22.00
18
HDPE
0.30
30.78
30.71
34.33
30-15
27
12
22.00
24
HDPE
0.30
29.47
29.40
33.39
27-12
32
18
22.00
15
HDPE
0.30
29.95
29.88
34.04
32-18
28
13
2200
18
HDPE
0.30
29.95
29.88
34.01
28-13
33
19
22.00
15
HDPE
0.30
30.24
30.17
34.65
33-19
29
1 14
1 2200
18
HDPE
0.30
30.43
30.36
33.44
29-14
34
20
22.00
24
HDPE
0.30
30.69
30.62
34.63
34-20
39
38
405.40
48
HDPE
0.23
29.93
29.00
35.00
39-38
38
37
128.30
48
HDPE
0.23
30.23
29.93
35.00
38-37
37
t 36
117.10
48
HDPE
0.23
30.50
30.23
35.00
37-36
41
1 40
62.83 48
HDPE
0.30
2&81
1 21162
N/A_
41-40
TIDEMARSH LANDING
SMITHVILLE TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA
DRAINAGE AREA PLAN
3 (40' PRIVATE R/W) "to 1
r
OO+z l o ' O Z
I �.
6
g 0+II o
00+1'1 _ `� aC
I � Cal
• 15°29' S5" E 357.53' I
N � a
n-sto
.r• �--•- ^�- W
SSW
04'
l ---
D F
a a� rt
LA
RAN PETERS UUT�ti CHURCH
T . E�¢ II
D8 1338/990 N
0
I
111
� I til I
l 4 w ol
PREPARED FOR:
BARKER & CANADY CUSTOM HOMES, INC.
6800 WRIGHTSVILLE AVENUE, SUITE #7
WILMINGTON, NC 28403
I
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NQM:
1. ALL STORM SEWER TO BE HDPE ADS, N-12, OR EQUIVALENT
2. ALL STORM SEWER PIPE IN DOT RIGHT-OF-WAY TO HAVE 1.5' COVER OR
BE RCP.
3. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SEWER
SYSTEM AND DISCHARGED TO DETENTION POND.
4. POND WILL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF
EMERGENCY.
5. PRIOR TO USE AS A WET DETENTION BASIN, SEDIMENT BASIN WILL BE
MUCKED OUT.
6. NO LAND DISTURBING ACTIVITIES CAN COMMENCE WITHIN THE WETLANDS
AREA UNTIL. PERMITS ARE OBTAINED FROM ALL REGULATORY AGENCIES.
,�1111111,af
CA
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= •a SEAL _
031315 ;
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NE`` • �:
WITHERS & RAVENEL
ENGINEERS 1 PLANNERS 1 SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmlr%ton, North Carolina 26403 teh 9%-25"277 f m 910.2S&2584 www.
simet No.
C=6
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10+00
+ 11 +00
+
12+00 +
13+00
+
14+00
+ 15+00 +
16+00
+ 17+00
+
18+00
+ 19+00 +
20+00
+
21 +00 +
22+00
+
23+00
+
f No.l Revision I Date I BY I
Dedpw
W&R
scale : : S
•=50'
Drawn my
Dais
W&R
12 13 06
Chedaell By
Jab No.
GSP
1 03060145
TIDEMARSH LANDING
SMITFIVILLE TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA
PATRICK NEWTON DR.
PLAN & PROFILE
PREPARED FOR:
BARKER & CANADY CUSTOM HOMES, INC.
6800 WRIGHTSVILLE AVENUE, SUITE #7
WILMINGTON, NC 28403
\�\ ` u A R '///
1.
\�0. . �i
�
a SEAL
- • 15 .
0313
F +
N �
iiqR
R
Y S P
AQ �\
ii*
GRAPHIC SCALE
so 0 25 50 100
mmmmIIIll
1 Inch - 50 fL
WITHERS RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7"0 WrIOUVUIe AVe, Slihe 101. WUob*oa, N" CWONRa 26"3 1* 910 n"277 Uuc: 910a36-25" www.wWw*jYmmLCM
Sheet No.
C-7,0
.. , $ 7 -- --- .._ _. - - --_.. _ _ " - ___.__ --
Dedpw
W&R
0:1 m=50'
Drawn NY
Dals
W&R
12/13 06
chedled my
job No.
Gsp
03060145
TIDEMARSH LANDING
-SMITHVILLE TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA.
PATRICK NEWTON DR.
PLAN &PROFILE
6800 WRIGHTSVILLE AVENUE, SUITE #7
WI LMI NGTON, NC 28403
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7"0 Wr~k Ave, SvIW 101. Wilms es, North CaroRm 23403 1* 91Q2S6-9277 4m 910356-25" www.wkbvvavendAxm
V'7;
7�
0.
.6 i -'Z ),4L L�': 1
r r it i
Fo AY
OTTOM FOREBAY RIP RAP
E V= 26.00 ELEV= 30.00
1
POND #1
1-YEAR
PEAK
Q=4.59
CFS
WS
ELEV-31.47
10-YEAR PEAK Q=18.46 CFS
WS ELEV=32.30
POND #1
BOTTOM
ELEV=25.00
� I
� �3
� J
tQ
6t601 S
36
5'X5
5
6,601 SQ.FT•0. 61726 SO.FT,
00
X5�
3{
1 �
f i �
~ 1
j
r�i ti
I
50-YEAR PEAK Q=25.84
WS ELEV=32.71
TOP OF EMBANKMENT
ELEV=34.00
GRAPHIC SCALE
20 0 10 20 40
1 Inch - 20 ft.
5'x5' REINFORCED CONCRETE BOX -�
OR BRICK BOX
3 - 18"X24" OPENINGS
PLACE 1/2" GALVANIZED HARDWARE
CLOTH OVER ORFICE OPENING
WITH STAINLESS STEEL FASTENERS
INV ELEV 31.10
2' SCH. 40 PVC OUTLET
FLOOD POOL EL. = 31.10
NORMAL POOL EL. = 30.50
Sz
a
.5;:
6"
0
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'
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE - 4' MAX TRASH RACK OPENING
RIM ELEV = 33.50
iv INV. EL. = 30.50
6' EXTENDED BASE
OUTLET STRUCTURE DETAIL FOR POND #1
N.T.S.
N
T 124
FILTER (FABRIC-
SLOPE TO TOP OF POND VARIES
-311 SIDESLOPE
_TKirw CT65ArM
EL. 26.00
FORE BAY
EL. 30.50
o EL. 30.00
12' THICK CLASS
'B' RIP --RAP
FOREBAY RIP -RAP POND #1
N. T.S.
10 ' 311 SIDESLOPE
NORMAL POOL
16,1 SIDESLOPE EL. 25.00
POND BOTTOM
CULVERT
10 '
SURFACE AREA
SURFACE AREA
FORE BAY
FORE BAY
NORMAL POOL
POND DEPTH
1" STORAGE
REQUIRED
PROVIDED
VOLUME REQ,
VOLUME PROVIDED
ELEVATION
(FT)
ELEVATION
(SF)
(SF)
(CF)
(CF)
30.50
5.5
31.10
13,907
14,207
7,966
8,461
m
v�
H
H�
�N
r--;5 -n
hm-M z D
?�1 m
= W O O
m
w
m a
.31
PLAN
CROSS-SECTION POND 1
N.T.S.
AL MANHOLE
LI_
D -`
e O C7 y �}•� ti
log ila
ev
10.54 C
FOR MANHOLE COVER S FRAME ...
OPTIONAL SPACED S
C. TO C.
BRICK MAY BE USED
TO ADJUST FRAME A
COVER TO SURFACE
ELEVATION MAX. V
�filll�il� M.:=:■
SECTION Y-Y
SLOPE TO TOP OF POND VARIES
611 SIDESLOPE
RED TOP GRASS SEED
ALONG LITTORAL SHELF
(ARGOSITS ALBA>
SEVERAL NOTES*
~� 3 C;
CHAMFER ALL EXPOSED CORNERS 1".
LL J O R Z
USE CLASS "B" CONCRETE THR0009M.
O O ca m
OPTIONAL CONSTRUCTION - MONOLITHIC POMIR 2" NOeYYNAY OR
M4 MAR DOWELS AT 12 CENTERS AS DIRECTED BY THE ENGINEER.
w u- _
Q � O (y
USE FORMS TO CONSTRUCT THE BOTTOM BLAB.
H = �'• xp Wj
IF REINFORCED CONCRETE PIPE 18 SET IN BASE SLAB OF BOX,
O a O "
ADD TO BASE AS SHOWN ON STANDARD NO. B40.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-8" 1N OEM WITH STEPS
12 ON CENTERS IN ACCORDANCE WITH STD. ND. B40.80.
G� d
,
ADJUST THE STEEL CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE 1I.E. DLABONAL BARS
SIORTENED AROUND OPENIND IN TOP SLAB, ITIOIAL
VARIABLE
HEIGHT BRICK MASONRY, OPEMIND IN TOP 94 )
MAX. DEPTH OF THIS BTRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION 18 12 FEET.
DOWEL
DIMENBION8 AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP BLAB
DIMENSIONS
CURIO YARD$
IN BOX
TOTAL MUTITIES
80X AND SLABS
DEDUCTIONS FOR ONE
PIPE OU•YDB.
PIPE
SPAN
WIDTH
HEI81R
D
A
B
H
NO.
LENGTH
E
F
TOP
BLAB
BOTTOM
BLAB
W.0
FT. OF HT.
L.N.
REIMF
CU. Ym
MIN. "N
G.B.
R.C.
12"
2'-0"
2'-0"
E'-3"
12
2'-9"
V-0"
V-O"
0.187
0.167
0.185
22
0.750
O.O1B
0.024
13"
V-8"
V4"
2'-/"
12
B'-0'
V-B"
8'-8"
0. IN
0.190
0.204
24
O.B02
O.m
C.Ou
le"
2'-5"
2'-84
2'-B•
14
8'-8"
3'-S"
8'-S'
0.227
0.W
0.222
So
LOSS
0.030
0.049
24"
3'-0"
8'-0"
8'-3"
10
so. an
4'-0"
VO"
0.290
0.288
0.255
40
1.484
0.0011
0. Oft
30"
8'-0"
S'-0"
3'-9"
10
4'-3"
4'-8"
4'•0"
0.375
0.375
0.280
51
1". ago
0.092
0.127
3I"
4'-0"
4'-0'
4'-8"
20
4'-B'
6'-0•
5'-0"
0.463
0.403
0.393
84
2.341
0.132
0.178
42"
4'-S•
4'-B"
4'-B•
22
S'-3'
I'-0'
5'-8"
0.580
0.500
0.870
77
2.870
0.180
0.243
4a"
5'-4"
B'-4"
5'-3"
PO
V-S'
0'-4•
5%4"
0.743
0.743
0.407
111
3.023
0.238
0.317
54"
51710"
I"o"
5'-0"
20
B'-7"
B'-10"
0'-10.
0.885
0.806
0.444
128
4.253
0.287
0.401
BO"
a'-0"
6'-8'
0'-S"
30
T-3"
I am
T-B"
I.OU
1.042
0.481
148
S.0B0
0.387
0.4SI
dB"
7'-1"
7%1•
S'-B'
32
7'-10"
0'•1•I
W-1'
1.210
1.210
0 .-I1BS
S.S17
0.444
O.ISB
1840.31
[-No.1 Rev on Date I B
o.rrw
WdtR
sd.
1 "=20'
Drawn By
Dde
W&R
12 13 06
Chaff By
Jab No.
GSP
1 03060145
TIDEMARSH LANDING
SMITHVILLE TOWNSHIP BRUNSWICK COUNTY NORTH CAROLlNA
POND DETAILS
PREPARED FOR:
BARKER & CANADY CUSTOM HOMES, INC.
68M WRIGHTSVILLE AVENUE, SUITE #7
WILMINGTON, NC 28403
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wr{obvYie Ave, Saba 101. WMmhon, Nor& C#rOfMa 28403 tot 910-nG- 177 fax: 916a5f- B" www.vAtbmmwvWjdA0m
Shoot No.
C-8
_1 -" .. e 1 , - . .5 r -- _ .. ... . . ...��� ....51 . t.. - ! _ - . . . ... - t 4 .-ice I. . i'' _ ., •1. 'I . J. .S:
5'—D" O.C. MAXIMUM
WEATHERPROOF SIGN (AS SHOWN ABOVE):
SEE NOTES BELOW FOR CONSTRUCTION
AND SPACtldwG DATA.
Construction Area
DO NOT ENTER
iT MAY BE EITHER 4" DIAMETER PINE,
DIAMETER OAK, OR 1.33 Ib/LF STEEL
:HAIN LINK FENCE f
SUBGRADE rI
NOTES
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
LETTERS ARE TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE, AND SPACED AS DETAILED. 4
SIGNS ARE TO BE PLACED NO GREATER THAN 200' ON CENTER. 3"
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 4"
MAINTAIN CONSTRUCTION AREA FENCE THROUGHOUT DURATION OF PROJECT, 3.,
4'•
CONSTRUCTION AREA FENCE
N.T.S.
��-- 1
8 Mir
°a0'°° J♦
°
CONSTRUCTION SPECIFICATIONS
o
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
�o�o
ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL -�
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
AT LEAST 2 INCH BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK 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 TEMPORARY SEDIMENT
WIRE MESH WITH 1/2—INCH OPENING OVER ALL POOL
BLOCK OPENING TQ 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 J57 WASHED 2
STONE IS RECOMMENDED
SIGN
40
Construction Area
DO NOT ENTER
SIGN DETAIL
CONCRETE BLOCK
SEDIMENT
BLOCK AND GRAVEL DROP INLET PROTECTION
N.T.S.
STEEL POST
WOVEN WIRE FABRIC
WARNING SIGN
SILT FENCE GEOTEXTILE FABRIC
N
FILL SLOPE
i+7
GRADE
6" MIN. COVER
�j
OVER SKIRT •
C4
EXTEND WIRE 6" MIN. INTO TRENCH
AND ANCHOR SKIRT AS
DIRECTED BY ENGINEER •
M 0 TE:
—USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1 /4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
—END OF SILT FENCE NEEDS TO 8E TURNED UPHILL.
Deisner
W&R
Scale
N.T.S.
Dr1lwn By
Dottie
W&R
12 13 06
Checked BY
Jab No.
GSP
0306014
CHAIN LINK FENCE
1 B" MIN.
COMPACTED SOIL
FLOW
4.5' MIN,
�4VIVI�r+Ir�r�++IrVr�� DD
D D
lil DIVERSION DIKE
N . T. S.
18"
1 STAKE AT GROU
EACH CORNER
• . .
A
C0PE0NXlNG"`l--/
..
s.
SILT BARRIER FENCE
NOTE: FOR CURB INLETS AND DROP INLETS
DROP INLET PROTECTIC,U
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
FRONT VIEW FIT
SECTION A — A
N.T.S.
GRADE FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
4fl"
TREE PROTECTION AREA
Ct
16f.
i7 DO NOT ENTER
NOTES: WARNING SIGN DETAIL
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
LETTERS TO $E 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTEC77ON AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTEC77ON AREA,
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
STANDARD TEMPORARY SILT / TREE PROTECTION FENCE
N.T.S.
TIDEMARSH LANDING
SMITHVILLE TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA
IARRIER
GRADING, DRAINAGE &
EROSION CONTROL DETAILS
PLAN VIEW
50' MIN,
6" DIVERSION T0 DIRECT RUNOFF FROM R W SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S.
SEQUENCE OF CONSTRUCTION
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON
EROSION & SEDIMENT CONTROL PLAN.
2. INSTALL PERIMETER CONTROLS (TEMPORARY DIVERSION DIKES, SILT
FENCE & TREE PROTECTION FENCING) AS SHOWN ON THE EROSION &
SEDIMENT CONTROL PLAN, THIS STEP NEEDS TO BE COMPLETED
PRIOR TO UPSLOPE LAND DISTURBING ACTIVITIES.
3, THE PROPOSED STORMWATER MANAGEMENT POND WILL ACT AS A
SEDIMENT BASIN DURING CLEARING AND GRUBBING ACTIVITIES,
4, ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING MEASURES
ARE INSTALLED CLEAR AND GRUB SITE WITHIN LIMITS OF DISTURBANCE.
5. UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL AREAS
WITH TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR 21 DAYS.
6. ONCE THE ROADS, SANITARY SEWERS, WATERLINES AND STORM
SEWERS ARE IN PLACE, INSTALL INLET PROTECTION AND OUTLET
PROTECTIONS AS SHOWN ON THE EROSION & SEDIMENT CONTROL
PLANS.
7. UPON BRINGING THE ROAD BEDS TO SUBGRADE ELEVATIONS,
STABILIZE THE AREAS BY PLACING STONE BASE AS EARLY AS
POSSIBLE.
8. FOR TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED
AREAS SEE NOTE REFERENCING THE EROSION CONTROL PROGRAM AND
SPECIFICATIONS.
9. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL
DISTURBED AREAS HAVE STABILIZED, MECHANICAL SEDIMENT CONTROLS
SHALL BE REMOVED. SEDIMENT FROM TEMPORARY SEDIMENT TRAPPING
DEVISES SHALL BE DISPOSED OF BY SPREADING ON THE SITE OR
HAULING AWAY IF NOT SUITABLE FOR FILL. ALL DENUDED AREAS ARE
TO BE PERMANENTLY STABILIZED WITH PERMANENT VEGETATION.
STORM DRAIN PIPE
PLAN
OPE = 0%
STORM DRAIN PIPE
FILTER FABRIC
SECTION
RIP —RAP SCHEDULE
TAILWATER
FLOW
N.C.D.O.T. CLASS B
RIPRAP, MINIMUM
1811 THICK, TYPICAL
RIPRAP LOCATIONS
PIPE DIA, {IN,)
LENGTH {FT.)
UPSTREAM
WIDTH (FT.)
DOWNSTREAM
WIDTH (FT.)
INLET FOR ROAD CULVERT
48
24
12
16
OUTLET FOR ROAD CULVERT
48
24
12
16
PREPARED FOR:
BARKER & CANADY CUSTOM HOMES, INC.
6800 WRIGHTSVILLE AVENUE, SUITE 87
WILMINGTON, NC 28403
RIP -RAP APRON
N.T.S.
,� 1ltllrr
1//
a SEAL r•
031315
•. F
�� 0' NGrNE��'
WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
7MO WdoUvllle Ave, Sine 101. Wlimbooe, Now Camlml 25403 td: 9101364277 6X910-296-2834 www.wj0wvaveed.cm
Sheet No.
C-9.3
�-^
$ 1 1. •�(`T•�' �Iv;��., r,--� r.�—.--i -'�--;
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