SW8050426_APPROVED PLANS_20050616

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 OS Ot}Z�lo
DOC TYPE ❑ CURRENT PERMIT
'91 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 2 ao 5 Q) fin
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MARCH 2005
FOR
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430 EASTTOOD ROAD
WILMINGTION , NC 28403
NOTICE_REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. U
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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 NC211 SHEET INDEX
PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
CO COVER SHEET
CONTACT "CAROLINA ONE CALL" AT GENERAL NOTES AND LEGEND
1-800-632-4949 C2 EXISTING CONDITIONS MAP
C3 SITE & LAYOUT PLAN
CONTACT THESE UTILITIES
SUE C4 GRADING, DRAINAGE & EROSION CONTROL PLAN
BRUNSWICK COUNTY ZONING SOUTHEAST BRUNSWICK SEWER DISTRICT C4A DRAINAGE AREA MAP
AT1N: MS. HELEN BUNCH, CZO ATTN: MR. TOM SPIVEY
C5 UTILITY PLAN & PROFILE
PH: 910-253-2025 PH: 910-457-0006 C6 UTILITY PLAN & PROFILE
BRUNSWICK ELECTRIC MEMBERSHIP CORP. ATLANTIC TELEPHONE ST. JAMES ��, C7 UTILITY PLAN & PROFILE
PH: 910-642-5011 PH: 910-754-4311 C8 UTILITY PLAN & PROFILE
N.C. NATURAL GAS CO. TIME WARNER CABLE P� t'G SITE DETAILS
a C10 SITE DETAILS
PH: 910-763-1636 PH: 910-763-4638 �ww4 C11 DUPLEX GRINDER PUMP STATION DETAILS
�wP�e SOUTHPORT C12 SEWER DETAILS
EMERGENCY DIAL 911 POLICE - TIRE - RESCUE C13 WATERLINE DETAILS
E1 LIFT STATION ELECTRICAL PLAN
OAK ISLAND f
VICINITY MAP
NOT TO SCALE
RECEIVED
PREPARED BY:
DWK
MIN MARKET STREET .' y / APR 2 7 2005
WILMINGTON, NC 28401 C _ Q SE t' y C� � �-1 s�' "
(910) 762-4200 a � Q��
0 885 S 1 ' Sw�C�e5C�4ZlO
DICKSON Office Locations
ZS0S PROJ #
community infrastructure consultants North Carolina Georgia v� Fh'ri1N P �Q"
South Carolina Florida
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FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION

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OFF EROSION AND SEDIMENT CONTROL NOTES SITE NOTES EXISTING UTILITY NOTES
# COORDINATION NOTES
U�u 1. ANY DISCREPANCY IN THIS PAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
oa 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS EROSION CONTROL AND SEQUENCE TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
Ih-j� REQUIRED FOR CONSTRUCTION OF THESE PANS. OF CONSTRUCTION NOTES:
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN LOCATION AND AVAIUBLITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
i`s 2. ALL WORK IS TO BE IN ACCORDANCE WITH BRUNSWICK COUNTY HEREON BEFORE BEGINNING CONSTRUCTION. FIELD PRIOR TO GROUND BREAKING.
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND INSTALL ALL TEMPORARY 2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
PH. AND THE STATE OF NORTH CAROLINA. SILT FENCES. 2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
,M AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
&� 3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND 2. CLEAR AND REMOVE FROM SITE ALL TREES. ROOTS. ROOT MAT, ETC. FROM THE AREA DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE WITHIN DESIGNATED CLEARING LIMITS. TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
L
�3 > CONTRACTOR IS T COMPUTE THE LAYOUT OF THE ENTIRE SITE PAN IN 3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
3. PANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY GRADING SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
c6� ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. ACTIVITY.
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE 4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
�No IMPROVEMENT STAKEOUT(S). 4• CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
€gig CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES 5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
oy EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID 5. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
"�� EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION 6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
a ;nm FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED AND APPROVAL BY THE NORTH CAROLINA DIVISION OF AND RESOURCES. OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
wo'� WITH OR REFERENCED IN THE RECORDED EASEMENT.
65&X 6. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL 7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS' LEGEND
QN J APPROVAL BY NORTH CAROLINA DIVISION OF AND RESOURCES. BROOM CLEAN AT ALL TIMES. ------•--51:.I----- = EXISTING WETLANDS
Nis
rXg GENERAL NOTES:
-2s 8. ALL UTILITIES TO SERVICE PROPOSED RESIDENCES SHALL BE UNDERGROUND ON SITE. FM = EXISTING FORCE MAIN
1. EXISTING CONDITIONS WERE TAKEN FROM SURVEY COMPLETED BY BRUNSWICK SURVEYING, MAINTENANCE PLAN
�aeWSTABILITY -- - = EXISTING WATERLINE
PROJECTI/: 04-383, DATED FEBRUARY 25,2005. 1 OPERATIONOFOLLOWANGIEVERYCRUNO�F-PRODUCED RAINFALL BUT EN NO CASE LE S THAN 9• ALL STREET SURFACES. DRIVEWAYS. CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER = TELEPHONE RISER
o � 2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES PRACTICES AS DESIGNED. THE
A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH Pr® = IRON PIPE FOUND
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL THE SPECIFICATIONS.
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL Rs® = IRON ROD SET
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED 10. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE CMFI7 = CONCRETE MONUMENT FOUND
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING INTO THE STREET WALL BE IMMEDIATELY REMOVED. 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 = SIGN
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES TRANSMITTAL LETTER TO THE ENGINEER.
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY A,-- = EXISTING LIGHT POLE
11. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS -----2a = EXISTING CONTOUR
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL 26.3 = EXISTING SPOT ELEVATION
CABLES, WATER LINES, ETC... 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED BE MADE WITHOUT THE PERMISSION OF THE OWNER. ® = CATCH BASIN
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, 12. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE D = DRAINAGE MAN HOLE
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT DENSE VEGETATIVE COVER. O
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PANS AND WHERE
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE STABILIZATION NOTES SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO o = DROP INLET
OCCUPATIONAL SAFETY AND HEALTH ACT. EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. >-- = FIRE HYDRANT
1. ALL SLOPES WALL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR = WATER VALVE
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO OF GRADING. FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO ` '
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE ® = GAS VALVE
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS 2. ALL OTHER AREAS WILL BE STABILIZED WITHIN 30 DAYS OF CEASE OF ANY PHASE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE OF GRADING. TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE aC.o. = SEWER CLEAN OUT
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. © = CONCRETE SLAB
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 "CONSTRU�;iION AND 13. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES- PERMANENT SEEDING SCHEDULE - MIXTURE 5CP = PROPOSED CURB INLET
14. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
BY THE DOT. Seeding Mixture APPLICABLE STATE, COUNTY, AND LOCAL CODES. ® = PROPOSED STORM SEWER
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK SPECIES RATE (LB/ACRE) 15. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. = PROPOSED SEWER CLEANOUT
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE. CENTIPEDE GRASS 10-20 C.O.
16. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE = PROPOSED DRAINAGE MANHOLE
OF CURB UNLESS OTHERWISE NOTED. O
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD OF Seeding Dates
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. MARCH - JUNE 17. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, © = PROPOSED SANITARY SEWER MANHOLE
7. CONTRACTOR SHALL CALL THE NORTH CAROU EQUIPMENT, ETC., THAT MAY BE REQUIRED.
NA ONE-CALL CENTER AT 1 [phone] AND ALLOW Soil Amendments
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE 18 THENEER
ASSOCIATED D WITHOR OWNER I THE IPROJ CT AS SET M ANY ROLE IN nFORTH HE NN�THESE PLANS.
UCTION NS = PROPOSED FIRE HYDRANT ASSEMBLY
8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CUR'O & GUTTER WITHIN 10-10-10 FERTILIZER.
II
LIMITS OF DEMOLITION AS SHOWN ON PAN. Mulch ss- = PROPOSED SANITARY SEWER
DO NOT MULCH.
.GENERAL UTILITY NOTES W = PROPOSED WATERLINE
Maintenance
DEMOLITION NOTES FERTILIZEE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. 1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ❑ = PROPOSED WOOD SHADOW BOX FENCE
VERY
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. BRUNSWICK COUNTY AS SPECIFIED ON THE DRAWINGS AND
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE IN THE PROJECT SPECIFICATIONS. 28 = PROPOSED CONTOUR
EXISTING SERVICE CONNECTIONS WHEN NECESSARY
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION TEMPORARY SEEDING-LATE WINTER/EARLY SPRING 2• BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE _ THE DRAWINGS.
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION. =
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE PROPOSED INLET PROTECTION
REINFORCED C
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE Seeding MixtureINDICATED OTHERWISE ONIPE PANS.FORMING TO ASTM C-76, UNLESS
ND
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND LOD = LIMITS OF DISTURBANCE
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE WINTER AND EARLY SPRING
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND PROPOSED SILT FENCE
AS SHOWN ON THESE PLANS. SPECIES RATE (LB/ACRE)
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES Rye (GRAIN) 120 /EP=35.sa = PROPOSED SPOT ELEVATION
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50 ` ® EDGE OF PAVEMENT
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OWNER. OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND 0 = PROPOSED TREE PROTECTION
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE BEYOND JUNE.
OFF-SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE SUMMER
O = PROPOSED PROPERTY CORNER
CONTRACTOR.
6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT COMMENCING SPECIES RATE (LB/ACRE) = PROPOSED DRAINAGE AREAS
WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS BEGUN. AFTERWARDS, A GERMAN MILLET 40
PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION AND ENDING WITH A
PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER DEMOLITION. THIS RECORD FALL
SHALL BE DELIVERED TO THE OWNER. NOTICE REQUIRED
7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR DEMOLITION SPECIES RATE (LB/ACRE)
ALL EXISTING UNDEFGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION. RYE (GRAIN) 120 CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
8. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL Seeding dates
CONTRACTORS SHAL_ NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA
9. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES COASTAL PLAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING OF PROPOSED COMMENCEMENT
F LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE APRIL 15 - AUG. 15 - SUMMER PRIOR TO COMMENC=NEWT OF EXCAVATION OR DEMOLITION.
RESPECTIVE COMPANIES.
AUG. 15 - DEC. 30 - FALL CONTACT •CAROLINA ONE CALL• AT
10. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE Soil amendments
DEMOLISHED. 'i-800-832-4949
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
11. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. CONTACT THESE UTILITIES
REGULATIONS AS WELL AS OSHA REGULATIONS.
Mulch BRUNSWICK BOUNTY ZONING SOUTHEAST BRUNSWICK SEWER DISTRICT
12. EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A ATTN: MS. HELEN BUNCH, CZO ATTN: MR. TOM SPIVEY
13. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS PH: 910-253--2025 PH: 910-457-0006
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING A MULCH ANCHORING TOOL.
TEST PITS BY HAND. BRUNSWICK EECTRIC MEMBERSHIP CORP. ATLANTIC TELEPHONE
Maintenance PH: 910-642-5011 PH: 910-754-4311
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
STORMWATER NOTES: IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. N.C. NATURAL GAS CO. TIME WARNER CABLE
PH: 910-763-1636 PH: 910-763-4638
1. TOTAL SITE AREA - 23.74f AC OR 1,033,997f SF
2. DISTURBED AREA = 682,453 SF (15.67 AC)
3. DISTURBED AREA DRAINING TO POND = 577,324 SF (13.25 AC)
4. ACTUAL IMPERVIOUS DRAINAGE AREA FOR POND = 292,851SF (50.7%) EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
5. AN EMERGENCY SPILLWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT
POND. FOR MAINTENANCE EFFORTS, STORMWATER STORED BELOW PERMANENT
POOL SHALL BE PUMPED. T , Ag D,, �( 7�J�J !/J/T
AIR 27 L'
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BY:
FINAL DESIGN- NOT RELEASED FOR CONSTRUCTION
PROJECT MANAGER DRAWNG SCALE RELEASED FOR DATE o'•u"Ca u
RPB AS SHOWN 909 MARKET STREET �•`
DRANK BY RBOICT DATE WK WILMINGTON, NC 28401 / / ,• BILL CLARK
(910) 762-4200 APPROVALS 4 18 05 .� C1
RPB MARCH 2005 - 9 = GENERAL NOTES AND LEGEND
- APPROVED BY PROdCT NUMBER DICKSON 61DDNc - - HOMES
RPB 50080.DO.WL Office Locations: o es 2 430 EASTWOOD ROAD
LE NAME PLOT DATE cOrnmunit Infrastructure consultants North Carolina Georgia CONSTRUCTION
REV. NO. DESCRIPTION DATE Y
REVISIONS COI-NOTES 4/18/05 South Carolina Florida RECORD DWG. Q-;� WILIhAINGTON, NORTH CAROLINA 2&403 C13

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I. EXISTING CONDITIONS SURVEY PROVIDED BY \ /
BRUNSWICK SURVEYING, PROJECT 4 04-383, DATED 2-25-05. /
2. THIS PARCEL 15 LOCATED WITHIN FLOOD ZONE C ACCORDING
TO FEMA FIRM COMMUNITY-PANEL NO. 370295 0360E 4 370295 0380E / ' / 37
DATED APRIL 2, 1991. ZONE C DESIGNATES AREAS OF MINIMAL APR .� 7 2005 FLOODING OUTSIDE OF THE 500 YR. FLOOD INTERVAL. S.� � Zy
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FINAL DESIGN- NOT RELEASED FOR CONSTRUCTION
PROJECT MANAGER DRAVMG SCALE `,, `,,I^IfHh,-,
RPB AS SHOWN 909 MARKET STREET RELEASED FOR DATE `� �� N�
WILMINGTON, NC 28401
DRAVM BY PRWEC7 DATE �WK (910) 762-4200 APPROVALS 4/18/OS � sILL CLERK
RPB MARCH—NUMBER
p�GKSON
APPROVED BY PROJECT NUMBER BIDDING SE HOMES EXISTING CONDITIONS MAP
RPB 50080.00.WL Office Locations: - 0 8 Q
REV. NO. DESCRIPTION DATE FlLE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION
05 430 EASTWOOD ROAD
REVISIONS CO2-EX 4/18/O5 South Carolina Florida RECORD DWG. ,�'s"�c �)►cIN�Q P� WILIVIINGTON, NORTH CAROLINA 28403 C13
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ltxa \ CURRENT ZONING: R7500 (LOW DENSITY RESIDENTIAL)
3-
� TOTAL SITE AREA: 23.74 AC (11034, 114 SF)
BENCH MARK - \ AREA DRAINING TO POND: 13.25 AC 577 324 SF TOP OF "MAC NAIL" '� qr ( , )
ELEV.- 42.75 FEE w �,z1 51 PERCENT IMPERVIOUSNESS: 50.7% (2g2,851 SF)
N.G.V.D. 1929
8 6 '
_ 9' SITE INFORMATION REQUIRED
��F r _ ,-' / MINIMUM LOT SIZE 7 500 SF
- -
�b - - - - --- __ h - -- . -/ 75 FT.
- ROPOSED 2' MODIFIED 26'R ° \ m.4 .� UM LOT WIDTH
/ \ MI IM
ono - a - _ REEK DRIVE VALLEY GUTTER 26 \p R [;
ARL7Q!•QQ-_ v - SEE DETAIL SHL C13 (TYP.) c e N \s 254 sq. ft. \ SETBACK STANDARDS
��� --- - -- _ VO �bv acres �y� MINIMUM SIDE YARD:YARD:MINIMUM FRONT 55FT.
- _ _ ---__ ___ R/W) = -
0 2Y
a8= SIDE YARD
_ _ _ m S0
cte �� \�� 4�A \ \�� / MINIMUM REAR YARD: G FT
q a --- - -- - - PROPOSED 2' MODIFIED p74 MINIMUM CORNER LOT S 15 FT.
56W J SOUTHEAST BP,UNSWCK SANITARY 26'R 26'R VALLEY GUTTER SOT46'55"W 626.77' C73 ,
6 €� DISTRICT SEWER LINE EASEMENT SEE DETAIL SHL C13 TYP. 75.00 1e.oe' �� 3\ N. f \ r \\m.0 sw RESIDENTIAL
(TYP.) 75.0D• -------------7 �"�- ` ` 27 SITE
(MAP BOCK 31 FACE 494 166.52' ___, f-- a\� $b C j �r /
----------, r \ 0 22 acr / 14 SF31,023
- - " ----------- r- I 9,477 v�q..,f . 25 \ aw OPEN SPACE:
13m --- \ cre / _ SF
�___________________7 r �\ I I I I 1 1
I I � � \\_• 4`\,, es `\\ "` •w `\ 8,845 sq. ft \ \ •� / MIN OPEN SPACE: 3% OF 1,034 I
r. A 2D�a s
\�` - N / PROVIDED OPEN SPACE: 571706 SF
0 6 I I 1 /S h / � � t I I I I I I ru \VA s
y p ol� 53 /� o' 42 '� ( � / POND AREA (minus wetlands): 36,877 SF
I I ♦ 1 ,o f�'/ 1 I l i / A '\ v A
c3 0 • . 1 43 � - 8,033 sq. f . � ' /� J v v - � ��/ v v v �:' '�
1 $�g a t0,667 s ft. 45 41 / r sc" �pd v�d GREEN SPACE AREA (Cemetery): 16,g07 SF
Q a R I 8,01.4�q. fft. _ m q• ��3 1 391 s ft. q » r q o y 49 ( )° /
898 s ft. 0.18 acre p0 898 s ft' \ ,' / ` OPEN SPACE Area ALB minus wetlands 3 922 SF
q• '� \ �. TOTAL: 57 706 SF
o z 0.24 acr s o 0.25 acres q = I 0.20 acre / -^ / \ \
21 r I 0.18 acr s a o 9 s 28 a es k cres
a3w 1 1 IY4 / 46 w . .' ` ''' S2 i A ' 0 V ` /
m 1 3 1 I / i $, 1. �• .
p�U + + ��h . 11 596 s ft. 4 \\ 8, 1 s \1 \
oSy„ I I �g r o r, 0.27 Ares _ --__ f e 0.19 acres)` C
• 8 671 sq. ft. LAND DISTURBANCE NOTE:
-N735 - a� � � `,\ �� --- �,.\\ » �\ / \ \\/0.7�d acres \ , SITE EXCEEDS ONE ACRE IN DISTURBANCE, ALL STATE
J L
K
; � -^ I 1 2 $ 1° 105.E ` j` \ i`1 /
wcv sos55ft \ \ ' / ' PERMITS WILL HAVE TO BE SECURED PRIOR TO ISSUANCE
- - _V .r- \ 3 7s'°° 23.m' cs2 3�1 0 4A OF A BUILDING PERMIT.
dam '. // , 21.98' 75.00 \ , o, \: \ \ �
- - ^ - ___$2A0__ ♦ Y \
r 4s =w i 1 ''�• i " �0P N SPACE `\ T i CS 508'00'S4'W 195.07 i' 40 \ \4 `�, - //'\ ,
S 48
_ FEMA NOTE:
wEz AREA A ti\\ ���, ��, / \ \8,317 sq. f \ a \ `es
¢ 6< Q 19 802 S ft. m, \ \\ �. c?k 1+00 2+00 / \ \'\ \ m. ys1
so6roo's4'w w / 0.19 acres' /
8x I o q' m� yO `. 47 soaroo'Sa"w �- - - - O.
o f3� 1 6.45 acres �, w - �-- - 152.40' �> \� �, 29 ,`' \ C 23 `
ooi �� c\ 8616 s f 1 926sIDEW CT. /' 8,186sq. ft:\ '�C� < siy THIS PARCEL IS LOCATED WITHIN FLOOD ZONE C ACCORDING
20 �" $ ' WETLAND AREA O q• t• / 8 ' pRl BTE (SO' o \ e ,,-' \1\ ?y, 8, 6 sq. ft/ TO FEMA FIRM COMMUNITY-PANEL NO. 370295 0360E &
0.20 acres + 370295 0380E DATED APRIL 2, 1991. ZONE C DESIGNATES
a o I 2 137 SF,0.0031 AC 7T \ e9' 0.19,ticres \> \ - s�
zs a soeroo's+'w u'o o Sa8'� �/b. acr $
Y W I 7,763 S .1 ft. WETLAND AREA"B' °e. _1 ,
w_z 0.18 a r�s 241SF.0.0055AC \\ _ J 8 R 38'R 6'69 6'R s ,- �_ - •at .F \ \ AREAS OF MINIMAL FLOODING OUTSIDE OF THE 500 YR.
m ---- ° '� FLOOD INTERVAL.
0 m n I 1 $ ` �' Si3'?4• -1 - 81'R I \ I / 1``a, ' q•
U 3'i ``?: xr• ; 101>t3'--- I \ / a'�
ceQ + p ' D 57'17 r 10,624 s -ft./
-.._ �a_v 1 •'1• p� \r• t^ \ 4'R T I \ �9 / �,/0.24 acres \\
oQ w 13y1 y0 �6 'Z /\\\ 7 I x 7R r / ' Q� 2Go
47 I
e . / 9 916 s ft.
Q o i \ 4 sq.\ T9 39'R I 3_7 G18 __ / / 30 q. \ \ 1
T " y �\ q• ,' i i 11 047 s :fi. cP 0 2 acres
y / �, N �\ �52 > ��fi \ 7.925 s f}\` c57 c 7.725 sl ` �? q , \ ,
3 r 8�15 s ft. >� 0.18 acre �v (7 y ,' t025cres ` ji
i q• ^ §§§ n 0.18 a re ♦ I
8,001 S ft. \ i \\ \\ , I8 \r� �S - - \ \
}
1 g q• 0.20 acres ,
1 \/ 0.18 acre$ \ i S� N \ ,' I N \ ,j 05 ,' \ Fy`:. WIR \ V ,e�C3"_
(< ZP 81
61 sq. ft.
/ I I
�i / \\ :/ /^ �� WA, m \\ i �•.� --SOBVO'5'4"w _� ` 0.20 acres- i 1 % 4' %` '' \ _
I / •'S'�fY'-/ / \a+ d \ ? \ i ,� 4_ I I I in r____ \ /aA� �\ \ i �0 ;/ �t ��' /'
io
T y , m Y 6 31 ry C IDI U7
- I \./ •Y05 }�.�' Sr •t Cb " , WETLA ARE ' a m \ ',L7 / /^\ \ ` < \, \ \ i'� 6 $ \ 21 ` W 166sF,o. 12,0 4 q. ft1 \ -' yew -' i' �q- / z6'R I m
I m I '6 / / \ \ 8 468 ft. " X 1\ I
I j{ .\ •a 1 �' � ,4o c ✓� ` p.19 a es 3 \ �0 4f12 sq. ft. I o 46
``i1 D 265acF St �11 l 0.2 °cres 1 a a 3 8 36 81.52 ,,- I \\ \ ,pp9 kcp/ �.24 acres I i
\ \/~ `\ q. ' p g n I 1 \ \ 3 .F, a '\ C/6 11 I1/PI -0
r Y 4 > �� n a 90.21 acrest. r' _I, f k9 g1; s \ r v IT,
` _ h
10,866 8q. ft \ 1r� >1 �i 1 -- i " i ` 1 `\ 6q .1$9> g1. 06 \ _ of C>
1 / ' �'\ S `Cs�. y, '9• . 1�i N 1�---------- �9e'S4-w- --- 3 z ,G \ 32 \ \\ ��. s . 1/ ,' 1\ 11`f ,�yo`s9"E�� �-i u DT` _
0 25 aCr4ls . �. L r I 1 1 .1 �9,063\sq• ft > _ ' S0 y-. 4 p7 I _
0 2� v / --
1 �' ,� . �9. '�• .` 11 �. ---------138:13'-------I I L----Spg pp'S4'w--------J �• 0 21 cres f z __. .
34
7
18 N I hd . J `� 1 0 ,3 1 I m 427AG-----------i T 29 �. °4 \- �'1 .' 1 1 1 1 n, �
9, 9 Sq._ \ \ • rya' 1 1 .1 m N� I
s 50 i 0.21 acres �� / 91536 sq. 1 20 iw_ a ��
5 > a e p 11,661 s -ft. 1 M i 35 i \ \�''' / 0.22 acres 1 9 3' sq. ft. I i -OW I
' �? 11 q' a 9 475 s ft 2 - acres 14,1 sq. ft. ;^ °� 111 0. a es i 0.22 acres ai ,-''--- ap0 �,"9 �\ p+ 13 m i �� 45 I
3 acres ,.' `'' ry yl9 ,6 I r`'rn
WETLAND AREA
0 I `----- 1 / ;i.\ •' ,S" j Imo___ -J O I
\,/ (g7 -_ WETLAND AREA'A" I L__ _____ ___� , \ , a 2Q• SpFi52'03"1r- __ �
1 260SF,0.0060 AC 'l5 ` x I O 41 / _,mil \
m i `� \ 3.53V8F9.091QAC._� A s,� C �OIO w�_ \ , �-- r
w
C43 1 C42 �. l J a^6 \� ,%/ ,i i --_r 16414-- I D
bV , .0. �-� 1 -I
6
ti 26'R =_ _�__ ' �� C I I
\\ 4,189 sq. ft. �\ \ 26R c68 0 9+,a c69 v \ 8,245 q/ ft. r
19q I it N i
33 acres .44, 7+00 C680.19 cy`es I `0.18 acres EXISTING CEMETERY \ A VO- ? 71 `7 i 14 16,907 sq. ft. �\ i 4 ' t ------�J
PROPOSED 2' MODIFIED , \ �- \ \
9,9U12 s 0.39 acres s \ 9 ° --Nos'o3-40 E---- 44
i q•. / C11 C12 3 VALLEY GUTTER \ , 2
N493
0.23 Oc es I c C10 4 PRC�OSED ASPHALT SEE DETAIL SHT. C13 (TYP.) � u� 8 \
44
PAt1NG SEE DETAIL 13,W 1 \
PHASE III N EI" r SJ� --- -------- I s m a
�' ' i ---1 SHL C10 (TYP.) 4R95'
3474, < q + i i-- I I 1 N i e+32 0 1,4.S46ae ft. �\ \
ss� wfT / 8.403 s ft� ./ u;
\ �:\ IA
• ` ' \ ' ' fT c�J w ' I j -1 T STORMWATER MANAGEMENT POND '`�' S1t 9• "
CURVE TABLE ' 19 acres, w y{ � 10 l 8 34 s ft. � _� 0.34 c es \
9,769 sq. Ift. $ 0 0 m 11 q' o �1 1
CURVE LENGTH DIRECTION CHORD RADIUS �F / / ro \_ h 8, 83 sq. ft. 5 0.19 acre OPEN SPACE o
C1 65.31 N8328'18"W 65.13 255.00 � i 0.22 acr 3 i ' iYd 1 rt \\ yR V,y� a., �� 0�
fX3 �` 0 20 acres 1 I 39,807 sq. ft. '°' _ N` \ =
C2 81.58 S82'1624'W 61.43 255.00 \ rn I 1 `1t \
` ! ' 0.91 acres - `
OPEN SPACE
C3 67.97 S87'43'07"W 67.77 255.00 1 I ` 14 \
17 AREA B 1 F-
C4 37.57 551.43•W 37.53 255.00 ,7r I I g
C5 34.98 s48'ss'o9"W 34.97 375.00 <? ' ; �-.� 6,846 sq. ft. i 'ch. I I __ i 14,161 sq, ft. •lea `� cz3 ,:' �\ ,\ �. \\"4,\ 43 r '�
C6 65.84 S4 6' "W 65.76 375.00 J k 0.16 acres I I I 114:54•--- -V 0.33 acres%
C7 65.41 1'14'22"W 65.33 375.00 �\ VtW L-- -_--- I-- .77h' ` r
C8 64.96 S21'7647•W 64.88 375.00 CURVE T46LE ---- ----' N1oroo'as•E 69.32• I\ %�� \\i ------ ��I i �` �` \ems \�,\�`'•
7253' 25.30' 78.09'
C9 46.35 S72'46'33'W 48.32 375.00 49.08' NO2.5740"E .
CIO 34.55 SOB'35'43•W 34.54 633.77 CURVE LENGTH DIRECTON CHORD RADIUS N0T43'49"E 146.9r ` i i Y t7
C41 97.79 S03 5'53'E 97.42 325.00 �O 4.5 % i i % i 1 1 \20,597 sq.
C11 41.52 41.51 649.39 . / 15 I I
C42 38.71 S08'26'0"W 38.69 325.00 �� / ' ' ' ' �L_ 1 1 0.47 acre
C12 8i.8i NO858'23"E 8i.79 941.16 / /
C44 39.20 N10ro0'34"E 83.31 991.1B 1,4,443 sq, ft. , 16 ; I
C13 6.28 N11'39'16'E 8.28 941.16 404 � N `_ .•°r /
C14 201.17 S03' 1.2 "E 198.77 375.An C44 39.20 S53ro5'3D'W 35.37 25.00 `1�• wES y^
J C45 39.27 N3659'0i"W M36 25.00 JURISDICTIONAL WETLAND 4gs0+ / {y�T i b• 3 0 85 �.{/ 1 ,009 sq. f
C15 4236 2V7.39'E 4234 375.00 LOCATED BY F WET "-'/
C16 46.49 N275424E 40.07 25.00 C48 30.77 N4318'48'E 28.87 25.00
c47 41.70 40.50 50.00 BRUNSUCK SURVEYING, INC. a�3j,
C17 45.76 N 456'54E 45.73 347.58 JANUARY, 2005
C18 84.23 S84'20'16•E 84.02 347.58 C48 40.00 S07.50'37•W 3&94 50.00 LINE TABLE -
C19 23.12 S5054'19•E 22.30 25.00 C49 40.00 S375935 38.94 50.00 LINE LENGTH BEARING N 57,5a,
C20 36.75 N45 8'09"W 35.93 50.00 C50 40.00 S83'49'47•E 38.94 50.00 L7 397.29 N76'10'54"W ?944' �-
L2 21.97 57050'27•W / / ,{ i 1 1 `•, .�
I _ \
- C51 40.00 N5020'D7' 38.94 50.00
C22 40.00 N8926'18'W 38.94 50.00 -
C22 �_� S44.43.18•W �94 r�•Op C52 18.93 N7T4 5"E 16.85 50.00 L3 31.77 S0028'40'E --"�--
053 18.02 NO2'18'14'W 17.93 50.00
C23 40.00 SOt '54" 38.94 50.00 L4 25.44 5425244•E
C24 40.00 54657'O6'E 38.94 50.00 C54 40.00 N35'33'27"M 38.94 50.00 L5 39.12 SO4ro7'37'W N?82g. i ,i VET 11 II i _ 155.59'
C25 40.73 N 6'4r28•E 39.62 50.00 C55 40.00 N8123'3911 38.94 50.00 L6 39.54 S30'03'1 t"W £ �' L_____________ TlX_�-_____--'" NOpg123E
C26 3.45 N6128'28"E 3.45 50.00 C56 52.28 S45' 'W 49.93 50.00 L7 31.01 S49ro9'51'W ----- US 41•
C57 18.65 Spy '18•W 18.55 50.00 L8 29.41 S02'15.33"W 39.74' N08•gp•15 L 0 \
C27 19.32 68,'38'o9•W ,8.84 25.00 404 WETLANDS f '
C28 47.93 47.90 397.58 C58 45.21 N46'1 28" 39.30 25.00 L9 4.26 S48'27'43"W \ / \
C29 67.39 S5759'18"E 67.31 397.58 C59 39.60 S36*WO4 35.59 25.00 L10 45.02 75ro4'08"W
C30 66.69 N8221'D7'E 66.62 397.58 C80 98.58 S172820' 98.20 325.00 OPEN SPA CE/PA SSI VE RECREATION L11 87.74 S31'79'47"W
C61 29.21 S28'44'11'N 29.20 325.00
C31 69.23 N72W'22'E 69.14 397.58 L12 19.47 S4722'03"E i '\
C62 115.32 S4126.35y 114.72 325.00 L13 32.94 i
__- C32 25.36 N85'44'28'E 25.36 397.58 295,446 sq. ft. -
C33 48.79 S6518'58"W 48.78 996.32 C63 74.98 2'O7'D9 74.56 205.00 L14 28.50 S32'48'12"E
C34 79.32 S68'59'59•W 79.30 996.32 C64 111.88 110.49 205,00 6.78 acres L15 36.69 S22'19'17"W i / ` 39
C35 66.37 S73'11'21'W 66.36 996.32 C65 209.84 $7T4513"N 202.46 230.00 L16 28.26 S64'4534"W
C38 54.57 573'36Y2"W 54.56 1046.32 C66 291.30 S27'47'S4'W 282.96 350.00 L17 29.93 SOB28.45"W 37
C37 71.00 570 •55"W 70.99 1046.32 C67 21.24 N0435'07 21.24 966.16 L78 15.90 S43'18'53'W �P�, 2 7 ZOOS `
C68 111.81 NOB' 1'49 111.75 966.16 -
C38 74.87 S66'10'38"W 74.86 1048.32 L79 2295 N8720'S5'W ER 5 G� 1 ...� ,,\f 11 C� �JJ�J '� /•�"'r8/C 1 (^, -�
C69 227.30 S06'45'33 223.33 350.00 / C,
C39 39.49 S70.36'57'E 35.51 25.00 L20 2292 S50'30'43"W F _ /
C40 74.56 S184729'E 74.40 325.00 C70 265.12 S8891'53" 259.56 372.58 L21 23,40 S57'30'11"E M8 Q P 113Y;, U Jr- Y'�
L22 25.99 S14ro7'05'W / i Z ,fir =`; MO-�- _ ---
C71 46.63 N6729'S4 46.60 37258 / �, �- __.i .�t. i _
C72 199.38 56970'19M 199.05 1021.32 L23 69.10 S1517'56"E
C73 75.05 SD5'OCI4 75.02 79283 L24 31.28 S11'12'37"E
L5 C74 32.15 S01'11'50' 32-15 79283
L25 39.40 52626'00'W Cs L26 24.31 S02'47'0o'W C75 11211 SO4W'S5 11202 79283 � - -
L3 L28 33.03 S7129'S3"W / 36
v C76 50.20 509 2'49 50.19 79283 /^ ,\\:P�',.
C77 45.79 51 0'S 45.78 79283 L29 09.9 S88'44'29"W Q � � y �� ,., - - - - _�_�-� -
LS �g L29 509.92 S73'45'07"E �;---% � ^.({/y1 --�-
US
�(50 -
u7 GRAPHIC SCALE
-� 50 0 25 50 100
try L22
v ST. JAMES DEVELOPMENT CO. LLC ?ate - ,
DEED BOOK 1407, PAGE 984 - 1 Inch = 50 Feet
FINAL DESIGN NOT RELEASED FOR CONSTRUCTION
PROJECT MANAGER LRAWNG SCALE �� �N CAR
w 909 MARKET STREET RELEASED FOR DATE Q�
DRAM BY IROECEI AS CTTlDATE WK WILMINGTON, NC 28401 APPROVALS 4/18/05
RPB MARCH 9005 (910) 762-4200 I3I1.,L CLf1-RK
APPROVED BY R10.ECT NUMBER DICKSON Office Locations: BIDDING 88 2 HOMES SITE & LAYOUT PLAN C.3
RPB sooao.00.wL CONSTRUCTION
430 EASTWOOD ROAD
REV. N0. DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia ' C13
REVISIONS
CO3-SITE&LAYDIIT 4/16/05 South Carolina Florida RECORD DWG. I�:vF' FHGIN `� - WILMINGTON, NORTH CAROLINA 28403
P �.,, FMy R �� ��.
'�annnn„�1

Lxa PROPOSED CONSTRUCTION
$; BENCH MARK ENTRANCE. SEE DETAIL
PROPOSED CONSTRUCTION TOR OF "MAG NAI SHEET C9.
•-
N-G.V. 42.75
' ENTRANCE. SEE DETAILFEET
'
- - - f SHEET C9. - -
� - N G.V.D. 1929
29
_.._.. _ P! __ . 'N
n
a
_ R CREEK_- -30
DRLVE
,
-._- -
v -
12 \` jj
LsU S` SOUTHEAST BRUNSI4ICK SANITARY
DISTRICT SEWER �iN- „EAS FMEN-T
_--r,. -ru ! 4t �". V`.rl� Vets Va "
S
4F �t\ ti.
(MaP BooK ,31 PACE 494) ''\ � \
----
I1+21.69 1
r ,
C
'IT .� Ay
m
tit' ,1NI 1'
zR
-42.00 PROPOSED SILT ENCE. ��; �w , -,w -' � � p', \ •�g { ; i f I SEE DETAIL SH C9 = \ \ \ \O
m I 1 r PROPOSED SILT FENCE.
8 v. 3 � ,_ _ of _ 11 v ••fig S SEE DETAIL SHEETC9 \.
w o
CO x I } I , - ill __ _. �, ``, ... , 78 \\ _ �4� I_
�j� -
x�x� - -- -1 ' -- -- ---- --- --- -- I; I PROPOSED INLET-- ;. �- _ ate, 1
I
.o - I � r- PROTECTION. SEE
038
a � 1 i ` F' DETAIL SHEET G9. (__ P) � --`�-- LINE 3s -
- � ., if , ._•__ -___ . 2 39.35 8 9.61 uNE ,
r..
ib B5 ig� I i I I II
39.e2� �T
1 W WETLANDAREA'C 0 ,Z Is7 SF.000alAc, rr� /
WETLANDAREA B"It ?0^
r
\
241SF.0.00b5 AG• EP=3983
_
,
EP ao 83IN
FFE g ' IN
I I I- 1 � '^ - - - �" � ' � ,�' , '�� � 1 � ,DSO=d_- � ✓,' � '
5
EIII
� � t � 1 y � A�_Av .=• A.��;: �,`.a 14; ^r�::�w� o - I-s
Y'
1 -
/f
J
-a8S�Ao. dtil1�'. 4.1 J \
/J I I ` k FFE=38.75
% -j
I r \� t
_
/
FE'E_4 FF
�'I
rn
Fs _ '7 0.`� •'� . ex - i 6 ,... - o7s.• '� i ,' j I I ! I ' 1
i
18
,
36 / �,
PROPOSED INLET
PROTECTION. SEE t , , i� ' PROPOSED LIMITS I
- '- - + �\ DISTURBANCE OF 1
�.,`�\. �F�\ ' WETLAND AREA"A" )
•; DETAIL SHEET C �� j' I , � I
W ETLAIJD AREA'C"
\ 2605F,0 0060 AC •.,- '��\ � /-3.530 SF,0.0810 AC35
"-: _ ` \O"i� �\�" �\\i I i1• I'1 r ` 'I ' '`i
� � = LINE 94r
_�, ^;` � � � _ , ,E� r� / "'" I L.P. �you M � _ _ ;� ,.e, f yy� � - �� �/ •r 1'i i�17 1 1� I 1 �r�
UNE 21 uN 34 L. FFE-37.251 i
Z. EP 5
_
u
,
EXIS SING '
I
CEMETEII?Y
- r
1 PH` 11 M 3 26 tco r33lf� a' A ��
4
PROPOSED SW - •-.b. _ - - - °, - - = ---- K L- EP_}ssa \ \ O7\�
SEE DETAIL SHEET W o STORMWATER
STORM SEWER SCHEDULE CIO (TYP) r�
o MANAGEMENT PON
`- . PERMANENT POOL 7
F _.� n 3 u - EL 2$.00
DRAINAGE PIPE DATA �. - _ �F,w 2 ',
LINE FROM TO Pipe Pipe LENGTH SLOPE RIM UPSTREAM DOWNSTREAM REMARKS <`
NUMBER STRUCT. STRUCT. Type/ Size ELEV. INVERT INVERT -T °° 4
9 - 3
_ 4 '
N0. N0. Class in � ft fd ft � - _ _ S �;^?
1 CI-1 OUTFALL RCP III 48" 27 LF 0.50 33.58 25.45 25.31 DOUBLE INLET
2 MH-1 CI-1 RCP III 36" 136 LF 0.50 33.68 27.91 27.24
3
3 CI-2 MH-1 RCP III 30 51 LF 0.51 34.87 29.50 29.24 PROPOSED SILT FENCE. `•`
4 CI-3 CI-2 RCP Ill 30" 23 LF 0.53 34.87 2 29.50 DOUBLEIN L SEE DETAIL SHEET C9 _
5 CI-4 CI-3 RCP III 301, 157 LF 0.50 37.66 0.L 29.62 E w
PROPOSED EMERGENCY - 3� ' --
6 CI-5 CI-4 RCP III 15 23 LF 0.53 37.66 4. 4.2
7 CI-6 CI-4 RCP IV 24" 117 LF 2.00 39.02 PROPOSED LIMITS OF SPILLWAY (EL=32.20)
8 CI-7 CI-6 RCP IV 24" 57 LF 0.51 39.34 35.87 ` 35.58 DISTURBANCE SEE DETAIL SHEET CIO n \
9 CI-8 CI-7 RCP IV 18" 27 LF 0.50 39.34 36.25 36.12 4
10 CI-9 MH-1 RCP III 30 64 LF 0.86 33.48 28.f6 28.41 ✓ PROPOSED STORMWATER
11 CI-10 CI-9 RCP III 15 23 LF 0.53 33.48 30.Q 30.21 MANAGEMENT POND /
12 CI-11 CI-9 RCP III 24" 155 LF 0.50 35.31 30.35 29.58 SEE DETAIL SWEET CIO - V'V T -
13 CI-12 CI-11 RCP III 15" 23 LF 0.53 35.31 32.35 32.23
GRAPI,1IC SCALE
14 CI-13 CI-11 RCP III 24 206 LF 0.50 37.20 33.13 32.10 DOUBLE IN 404 WE/L/ NDS PROPOSED RIP-RAP � \
15 CI-14 CI-13 RCP III 18 23 LF 0.53 37.35 34.5 34.23 APRON. SEE DETAIL WETLAND NOTES: ROOF DRAIN NOTE: so o 25' so too
16 CI-13a CI-13 RCP III 18" 92 LF 0.50 37.35 33,:9 33.13 ✓ t7 AJ �] A f+f-"l +,�e l�[ e� j� Tt Af SHEET CIO 1) WETLANDS EXIST ON THIS SITE AS DELINEATED BY 1) Al PROPOSED RESIDENCES SHALL DIVERT ROOF
160 CI-15 CI-13a RCP 111 15 105 LF 0.50 39.60 34.6 33.84 OPEN Y /t 1�6.. J d L / t t 11I LAND MANAGEMENT GROUP, 2004, AND AS DRAINAGE TO STREET VIA ROOF GUTTERS, LEADERS AND 1 Inch = 50\Feet
17 CI-16 CI-15 RCP III 15 23 LF 0.53 39.60 34.18 34.36 , DAD 12/
18 CI-17 CI-1 RCP III 15" 23 LF 0.58 33.58 29.68 29.75 SURVEYED BY BRUNSWICK SURVEYING, DATED 2/25/05. -UNDERGROUND SCHEDULE 40 PVC CONDUIT.
19 CI-18 CI-17 RCP III 15 69 LF 0.50 33.93 30..2 29.88 /
20 CI-19 CI-1 RCP III 36 87 LF 0.50 34.00 26.98 26.45 2) CONTRACTOR SHALL ENSURE WETLANDS REMAIN
22 CI-21 CI-19 RCP III 36" 123 LF 0.50 33.58 27.50 26.88 UNDISTURBED DURING CONSTRUCTION AND ANY WETLAND/ " \
23 CI-22 CI-21 RCP III 15 23 LF 0.53 33.58 30.63 30.56 MITIGATION IS IN STRICT ACCORDANCE WITH APPROVED
24 CI-23 CI-21 RCP Ill 30 158 LF 0.50 33.80 28.79 28.00
25 CI-24 CI-23 RCP III 15 25 LF 0.74 33.80 30.6' 30.43 PERMITS. \
26 MH-2 CI-23 RCP III 30 46 LF 0.99 34.05 29.2t 28.79 / t // I� 11.C'
27 CI-25 MH-2 RCP III 24 54 LF 0.50 34.85 30.5Z 30.25 EROSION & SEDIMENT CONTROL NOTE: APR 2 7 200
28 CI-26 CI-25 RCP III 15 23 LF 0.53 34.85 32.00 31.88 ' 1) CONTRACTOR SHALL UTILIZE THE PROPOSED E40�! Cc 5 9 u,
J e -
29 CI-27 CI-25 RCP III 24 149 LF 0.50 37.78 32.41 31.75 STORMWATER POND AS A SEDIMENT POND DURING EARTH Ij3y. 7
30 CI-28 CI-27 RCP III 15" 23 LF 0.53 37.78 34.36 34.24 MOVING ACTIVITIES. CONTRACTOR SHALL USE TEMPORARY (�
31 CI-29 CI-27 RCP III 18 148 LF 0.50 41.22 35.10 34.36 ✓ DIVERSION DITCHES DURING GRADING ACTIVITIES TO DIVERT
A {� _
32 CI-30 CI-29 RCP Ill 18 23 LF 0.53 41.22 37.80 37.68 ✓ RUNOFF TO POND. ONCE ALL DISTURBED AREAS HAVE O^'` _�t -
33 CI-31 MH-2 RCP III 30 54 LF 0.50 34.31 29.79 29.52
BEEN STABILIZED, THE STORMWATER POND SHALL BE
34 CI-32 CI-31 RCP IV 24 23 LF 0.53 34.31 31.02 30.90 / ----� CLEANED OF ALL SEDIMENT AND RESTORED TO PROPOSED _
35 CI-33 CI-31 RCP III 30 45 LF 0.50 1 34.63 30.01 29.79 / ELEVATIONS.
36 CI-34 CI-33 RCP III 30 83 LF 0.50 34.87 30.92 30.51
37 CI-35 CI-34 RCP III 24 23 LF 0.53 34.87 31.30 31.18 ✓ //
38 N A N A RCP IV 15 91 LF 0.48 N A 32.3� 31.89 � /�
-�/ \'' / 2) TOTAL DISTURBED AREA: 682,453 SF OR 15.67 AC.
39I CI-7a CI-7 I RCP III 1 18 70 LF 0.50 39.70 36.4; 1 36.12 1 /
RCP III = CLASS III RCP 'Cl CURB INLET FINAL DESIGN- NOT - RELEASED FOR CONSTRUCTION
- �-
MH - MANHOLE
C n
PROJECT MANAGER DRAANG SCALE 909 MARKET STREET RELEASED FOI DATE
RPB A5 SHOWN WILNINGTON, NG 28401 APPROVALS 4/18/05 �`` 9 B1LL CLARK
ORAq BY PROJECT DATE WK C4
RPB MARCH 2005 (910) 762-4200 ;: ¢ SEA _ HOMES GRADING, DRAINAGE &
APPROVED BY PrrOJ:CT NUMBER DICKSON BIDDING = 0 88 2 '
RPB 50080.00.WL Office Locations: `` V ,4P 430 EA5TWOOD ROAD EROSION CONTROL PLAN
REV. NO DESCRIPTION DATE FILE NAME k01DATE community infrastructure consultants North Carolina Georgia CONSTRUCTI "s D
REVISIONS Ca4 GRADINGIEC 4/IB/05 South Carolina Florida RECORD DWG. �,�`c"�N�.O�,P�.•�� WILMINGTON, NORTH CAROLINA 28403 C13

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r f
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50 0 25 50 100
1 Inch = 50 Feet
FINAL DESIGN— "NOT RELEASED FOR CON I
.....,_...... . _._ _ .
I.
PROJECT MANAGER PAWING SCALE RELEASED FOR DATELCA�r,
RPB AS SHOWN ��/��//��� 909 MARKET STREET
RAW MARCH 005 • WIININ(9 0) N 62-42 Ol ``,` �1
DRAWN BY RroJECT DATE APPROVALS 4/18/0$ BILL CLARK C`1'A
APPROVED BY rROJECT MIMBER BIDDING _ sF� HOMES DRAINAGE AREA MA1' -
1 REVISED BAR SCALE AS PER NCDENR DW COMMENTS 4 27 0 RPB 50080.00.WL DDICKSON Office Locations: CONSTRUCTION 's 0 t� 2j 430 EASTWOOD ROAD
REV. NO. DESCRIPTION DATE nLE NAME PLOT DATE community infrastructure consultants North Carolina Georgia �1 Z
REVISIONS c4A-0RArt+ AREA 4/18/05 South Carolina Florida RECORD DWG. %✓��F �N, WILMINGTON, NORTH CAROLINA 28403 I J
P
I:.

00
NS 4
Fyaorn B" Z
3- I`-126 I p z O o
m
Tj <-1 DETAIL SHOWING TYPES OF GRATES 2�d° as <. _-___43" NOTE: USE TYPE "E" "F" AND "G" GRATE a Q~2'-11�$" Q 3 UNLESS OTHERWISE NOTED. °I Z
USE ON FLAT GRADES 2 �Hp9 USE ACCORDING TO WATER FLOW. oifl
�'`n Hopp r H LL J�"Z
'[ ��
6 AND NDER 5 5 , mz�xn �- oQyx ^ xo
r-O-n-1m u. 0" mo �� - c oo IL
zb
k 2 m TYPE »Grr TYPE rrErr TYPE »F" A A wQ�g"IL n0 C� IN I Q x
3 3 VIEW WHEN 8"x 6" CURB oo =xcoo �000000 '� �9 rr wr oow x000 2� MM
�b DEPRESSED oo Oo,-, ~xO MT oy'mrm _ secttoN - LL SECTION w~i;oJ
IS USED IN PLACE OF HOOD o m C o y { - z
GUTTER LINE �� -Ta -WATER FLOW SAG WATER FLOW � II(���lf��I� I 9rig" zr.+ �� S A ALIGN FRAME WITH INSIDE �.�.,
c 5' <i ____ ______________ oUUoO 0 000000o a•�-' .+ , o A o o EDGE OF WALL TO ALLOW - = r W O
FAH ELEVATION I I .. _________________ �_ -_
�� NORMAL CURB AND GUTTER ON LIGHT GRADES o c O
E ^r CD „ C z o FOR VERTICAL ADJUSTMENT °. o V, O
I----I 'L , ..i
K2$ U.
1 PLAN Z s I'L rr �._�� HALL SECTION a: ��
=W NORMAL "" '_ �_ CURB AND GUTTER » oo L -��
GUTTER WITH CATCH BASIN ON STEEP GRADES t1s� m� SECTION - BB SECTION - PP SECTION - NN
at LINE USE ON GRADES T �� �� SECTION B-B
gFiw 00 2% AND OVER { #4 BARS "V" #8 BARS "W" ----- ------ z ,r PLAN �{ Z
#4 BARS U. #4 BARS "V" mo ------ tad 2Ld L-
�i3 SECTION R-R EQUALLY SPACED 9 "W m F 'OC N T m RAMS GRATE, 3 HOOD ASS'Y w R C Q rc F z -�WATER FLOW -� SAG WATER FLOW -- O O z _ LL O
i�b� 10" 0 3"-1 I M _. _ SECTION A-A LL _ = m z 0» G" = - z x
-� w DEPRESSED I #4 BARS "U" - I- S -65• M m y - -- O p
agm 12" MAX GUTTER LINE 3" r I 3 O x rr n .. „ n TYPE E ~ G Q z x - - Q Z Q-{NU Z N TYPE F TYPE E" TYPE G" O O O 3'-0" _ n v - T 2 Q U
Z >w '� o !/1 �'�p '' RAISED FLOW ARROW n p a O D ' ° o o O
�� Is ELEVATION r T R R y z HIGH 2 cO� s z a � " O
03 F • ° d z M D RAISED FLOW ARROW ! 2 " N¢ C m y K L ��M K: Q W G
NORMAL CURB AND GUTTER ON STEEP GRADES In u. Dyo YT, HIGH D O o � zd Aye SECTION - AA
� m SECTION 5-S a % a Qy �` o
V'oai M 7 D Z a O O ,1'2" c 1L¢" - Z D Z f J L I'M a7 � 19 x z
i O 1 tD n = O i 0 f-r FRAME PLAN SECTION - JJ
o jJ w = 0cG) 7g^ HWw s cz, nNWw
,3�F��"' A N II N S E D O O O li 1'Ln - a O q 1�-II~ n CD
z = D Q O IL- � -_ q____ 3" R w CC
x
l�ldPiTj �8" = J 8 B _8" I`�I .NiCy ! 1 » 1 „ LB' iL2R n wLLC HCa7 "-11�2
LLz p�rr 44 _i u. z >5r3zQ G PLAN OF TOP SLAB 2'-1, , _{�-��8'r 2'-„ 3D" B ,> ' I
a� ± t SECTION - KK D x x D = 1 SECTION A-A - I dig""1 SHEET 2 DF 2 TYPE - a SECTION A-A SHEET 2 OF 2 HEET 1 OF 2 SECTION - RR SHEET 1 OF 2
1 840.03 TYPE G 840.03 840.03 HOOD ELEVATION 840.03
510E ELEVATION END ELEVATION NOTE
- MORTAR JOINTS 1/2". 1/8" THICK.
WHERE 42" TO 54" PIPE IS USED. WHERE 30" TO 36" PIPE IS USED - CLASS "B" CONCRETE TO BE USED.
SECTION M-M SECTION .J-J - THE POURING OF FLOOR SLAB TO BE FRAME; GRATE AND HOOD DETAIL FRAME GRATE AND HOOD DETAIL
ACCOMPLISHED BY FORMING.
E - USE TYPE "E" GRATE, PER STD. NO. 840.03 NOT TO SCALE NOT TO SCALE
- JUMBO BRICK WILL BE PERMITTED. CONRETE
o BRICK OR 4" SOLID CONCRETE BLOCKS MAY BE
USED IN LIEU OF CLAY BRICK.
M O A M J RA
J - IF REINFORCED CONCRETE PIPE IS SET IN
m BASE SLAB OF BOX, MIN. OF 6" CONCRETE
SHALL BE PROVIDED UNDER PIPE
o c - FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL, l
OVER 8'-0" IN HEIGHT USE 12" WALL TO �rtXISTING TREE
6'-0- FROM TOP OF WALL, AND 8" WALL FOR THE
REMAINING 6'-0".
PLAN PLAN
BACK X S/EE PLAN �-
OF CURB A ^ II
8" 8» iD Y Y 8» B
I
A m =
= o UD-'� SEE PLAN DRIPLINE
OUTLET X T. VARIES AS DIRECTED BY ENGINEER (6' MAX.)
1, 3' MIN. STAKE
SECTION Y-Y PLAN SECTION X-X TOP STRAND MIN. #10 GUAGE STAY WIRES MIN. #12-1/2 GLACE I r �---HEIGHT ABOVE
PROTECTIVE BARRIER �t. + I 6s GRADE
MIN. DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN Z
COVER REINFORCING :'UBIC YARDS OF BRICK MASONRY HI CY/ ADD T DEDUCTIONS w R X AND PIPE DI NSIONFOR ONE PIPE - `
PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT DIMENSION BARS-U BARS-V BARS-W TOTAL CONCRETE IN BOX H1 FT.HT. FT. HT. s
D A B C G LENGTH N0. LENGTH LES. TOP SLAB FLOOR TOTAL .YDS. PER FT.HT - M• 3 0 c
12 3-0 -1-_2 - - - - 0.748 0.321 - 0.0198 z �
0.321 _
3-0 -2 - - 2-6 - 0.802 ABOVE 0.321 - 0.0308 0.047 `A
78 - - 2-10 - 0.909 MIN H1 0.321 - 0.0442 0.065 Imo'1
24 - - -4 - 281 281 1.070 0.321 0.0784 ^T
30 3-4 3-2 , VA I t -10 4-4 4 1 -6 3 4-1 4-1 45 0.147 0.374 0.521 1.205 0.378 0.108 0.1224 0
36 3-10 - - - 4-4 4 2-0 4 4-1 4-1 49 0.187 0.415 02 1.586 0.403 0.108 0.1760 \ /\//\/\/\/\/\/\/\/\/ //\/ \//\/\/\/\//\ /
42 - 4-5 - -1 3-6 4 1 -9 3 3-3 3 3-3 38 0.13 1.811 0 321 0.391 0.717 0.240U
48 -0 4-10 2-8 3-6 4 3- 3 3-3 40 0.173 2.147 H2 O.420 0.117 0.3131 0.422 / BOTTOM STRAND MIN. #10 GUAGE /
54 3-0 2-2 - 5'-7" 5-4 3-3 3'-6" 4 3'- - 6 3'-3" 3 3'-3" 48 0.211 2.511 0.449 0.117 0.3958 0.535 / >,N / \ NOTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
CURB INLET PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
\/\ \ / \ DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
NOT TO SCALE j THE TIPS OF THE OUTERMOST BRANCHES.
STEEL OR WOOD POST \\\ METHOD OF TREE PROTECTION
FILTER FABRIC DURING CONSTRUCTION
NOTES:
NOT TO SCALE
1. WIRE SHALL BE A MINIMUM OF 32" IN o
WIDTH AND SHALL HAVE A MINIMUM OF 6 I FILL SLOPE
LINE WIRES W/12' STAY SPACING GROUND LINE n N
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED 6� /\\/
OPT - , ADEQUATELY TO THE WIRE AS DIRECTED MIN.
BY THE ENGINEER /\\/\\ STAKES
g0, M/q, 3. STEEL POST STALL BE 5' 0" IN HEIGHT N � �
u- ✓ \ \ \ \ \
AND BE OF SELF FASTENER ANGLE F o //\//
STEEL TYPE o, \\/\\/\\/\\
- PJ\��b 4. WOOD POSTS SHALL BE A MINIMUM OF 6' o \�/�\//��/��/ / f FESILT
NCE
IN HEIGHT AND 3"'4OR MORE IN DIAMETER p ° w \ \ \\/\\/\\/\\/\\/ 1 STAKE AT GROUND .....
WIRE FABRIC SHALL BE FASTENED TO WOODEN 3::
EACH CORNER
6" IN.
POST WITH NOT LESS THAN #9 WIRE STAPLES \
1-1/2" LONG / \ ANCHOR FILTER
2" - 3 FABRIC SKIRT -
COARSE AGGREGATE AS
PLAN VIEW \\/\\ THERENGINEER IRECTED BY - j,r S A OPENING\l ,e A
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL ,j, F. ,;; NoS: +,?f�'0 �
so' MIN. I NOT TO SCALE
�6" DIVERSION TO DIRECT RUNOFF FROM R/Y
SILT FENCE
SECTION A A
SECTION VIEW
APR 2 7 2005 NOTE:
FOR CURB INLETS AND DROP INLETS
T=3Y_.-w _ J
TEMPORARY DROP INLET PROTECTION
CON5TRUCTION ENTRANCE
' NOT TO SCALE
NOT TO SCALE
FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION
PROJECT MANAGE RA'MNG SCALE RELEASED FOR DATE '
RPB AS SHOWN 909 MARKET STREET
WILMINGTON, NC 28401 -9 9 s jjjL,j, CL.�RK C9
DRAWN BY ROJECT DATE (910) 762-4200 APPROVALS 4/,8/O5 SE
RPB MARCH 2O05 DDICKSON BIDDING 0 $8�2 HOMES SITE DETAILS
APPROVED-BY WOJECT NUMBERy ,,sS - 430 EASTWOOD ROAD
RPB 50080.00.WL Office Locations: CONSTRUCTION '
_ REV. N0. DESCRIPTION DATE FllE NAME LOT DATE community infrastructure consultants North Carolina Georgia +'•�✓� IN ?` Q'�' C1 3
South Carolina Florida '•. --� �P,., WILMINGTON, NORTH CAROLINA 2&403
REVISIONS C09-DETAILS 4/18/05 RECORD DWG. .y�r�`MY R e �
nronnmT

4
Fyz
i� � LENGTH _yI GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS. 50 FT R/W
FASTEN WITH J—CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4" 12' 2' 22' 2' 12'
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
w OUTLET STRUCTURE
/z' PER PT 1/4" PER FT 1/4" PER FT 1/2" PER FT
SLOPES= 3:1 SLOPES= 3:1
>1a STORM DRAIN PIPE IP—RAP o
62
APRON 3 WIDTH VARIES 2" SCH. 40 PVC OUTLET
96S SEE PLAN MODIFIED VALLEY CURB s' ABc & 1-1/2' I-z
SEED & MULCH AFTER
DIGGING DITCH — SEE TOP OF BANK FLOOD POOL EL. = 30.25 ✓ 24" CULVERT
$Z� PLAN NOTE BELOW Env
NORMAL POOL EL. = 29.00 J�
�a \ \/ \ SLOPE = 0% TAILWATER %//j/// / VARIES i\//�/%� TYPICAL ROAD CRO55 SECTION
\\ \\ \\ \\ \ �� \ \ \ \
SEE PLAN / ////j//j//\�/i/ — � _ INV. EL. = 28.00 NOT TO SCALE
FLOW \\•\\.\%\%\%\%\i / / / %\/\%\%\%\\/
SLOP
SIDE E
W STORM DRAIN PIPE NOTES: ��/ //.\ . //\/� s INV. EL. _
m \\ \ \ \\ ' 4'x3' REINFORCED
2 FT MIN. 26.00 CONCRETE BOX 50 FT R/W
�� o \/\/�/Ji\/�/�\l�\%�%i��%�%/�//�\ /\f /�\�\�\✓ 1. SIDESLOPE VARIES, SEE PLAN FOR PROPOSED CONTOURS S�OQ
F > .�.
12' 2' 22' 30' 22' 2' 12'
\� 2. DITCH TO BE FULLY LINED WITH EROSION CONTROL BLANKETS PRIOR �� =a- ='''
$€� FILTER FABRIC N.C.D.O.T. CLASS B TO SEEDING & MULCHING FROM TOP OF BANK TO TOP OF BANK.
eF mw SECTION RIPRAP, MINIMUM /
io'j 18" THICK, TYPICAL 6 EXTENDED BASE
a< TYPICAL 5WALE SLOPES SLOPES
is MDFIED
w jJ RIP—RAP SCHEDULE NOT TO SCALE VALLEYCIURB
�12620
3iE UPSTREAM DOWNSTREAM GRADES VARY. SEE Z6' ABC & 1-1/2" 1-2 (TYP-)
(0 0
mW ® PIPE DIA. (IN.) LENGTH (FT.) WIDTH (FT.) WIDTH (FT.) OUTLET 5TRUCTURE DETAIL GRADING PLAN FOR
EXACT ELEVATIONS
06z 1 24 8 6 8 NOT TO SCALE (TYP•)
s86a5i TYPICAL CUL-DE-5AG CR055 SECTION
RIP-RAP APRON NOT TO SCALE
NOT TO SCALE
/ A L= THE DISTANCE SUCH THAT POINTS B
A AND B ARE OF EQUAL ELEVATION o� DITCH NOTES;
1. THE TRAP
OUT WHENEVER THE BE
CLEANED
10.0' � /�\ y y y liev V DREACHE TOTAL
EPTHEOFITHETTRAP.
EL. 29.00' \\/\ \/�/ y y y "y 2. SEE PLAN SHEETS FOR
y y y SEDIMENT TRAP LOCATIONS.
—r 0.3' EL. 28.70' y v y /
- / 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC i
J/ FOUNDATION. ISOMETRIC VIEW
FILTER FABRIC 6" THICK CLASS 'B' RIP—RAP 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL
WHERE THE DAM ABUTS THE CHANNEL BANKS.
FORE13AY RIP-RAP 3. EXTEND STONE AT LEAST 1.5 FT. BEYOND THE DITCH BANKS TO KEEP
MODIFIED VALLEY CURB NOT TO SCALE OVERFLOW FROM UNDERCUTTING THE DAM AS IT RE—ENTERS THE CHANNEL.
CARRY CLASS B STONE t' 2' N.C.D.O.T. CLASS B
NOT TO SCALE 4. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES BELOW CHECK UP SIDES OF SPILLWAY MIN.MIN. EROSION CONTROL
DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. STONE
N.C.D.O.T. N0. 57 H
5. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT. WASHED STONE ON 2
UPSTREAM FACE �1
FLOW
STONE CHECK DAM DETAIL ��, ,.
NOT TO SCALE VARIES WITH
FILTER FABRIC MIN. DEPTH OF DITCH
SECTION B—B
3:1 SIDESLOPE
2.4' 10 ' 3:1 SIDESLOPE 10
1—INCH STORAGE -- — -------------------- — EL._30.25-- ------
----- ----------------------------------------
NORMAL POOL ELEV _—__________ __ ________ _____NORMAL POOL _______ EL. 29.00'
---------------- - - - --------
ry�\�. 2' MIN.
FORE BAY POND BOTTOM 20,0' EROSION CONTROL
STONE
�6:1 SIDESLOPE 2
BERM 6:1 SIDESLOPE RED TOP GRASS SEED EL. 32.50 s
ALONG LITTORAL SHELF
(ARGOSITS ALBA) 0.3' EL. 32.20' </
FILTER FABRIC
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) FILTER FABRIC 6" THICK CLASS 'B' RIP—RAP SECTION A—A
29.0 5.5 30.25 18,851 19,641 11,796 13,158
EMERGENCY SPILLWAY
NOT TO SCALE TEMPORARY SEDIMENT TRAP
POND CR055-5ECTION NOT TO SCALE
NOT TO SCALE
t/z)lQ5 fV
it PR ` s zoos
� ' 7* -'
FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION
a�N CA'R'.
PROJECT MANAGER DRA'MNG SCALE RELEASED FOR DATE .` `••
RPB AS SHOWN w 909 MARKET STREET �.• "" •� �
DRAWN BY PROJECT DATE WK WILMINGTON, NC 28401 APPROVALS 4/16/05 ?, BILL CLARK r
RPB MARCH 2O05 (910) 762-4200 6 V 1 O
APPROVED BY PROJECT NUMBER DICKSON BIDDING se z a HOMES SITE DETAILS
- 1 REVISED AS PER COMMENTS BY NCDENR DWQ 4 28 OS RPB 50080.00.WI. Office Locations: a 430 EASTWOOD ROAD
North Carolina Georgia CONSTRUCTION ��
REV. N0. DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants South Carolina Florida �(� N � ��_�
REVISIONS Cos-DETAILS 4/18/05 RECORD DWG. %,y�pF�. .. vP r WILMINGTON, NORTH CAROLINA 2&403
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