SW8060722_APPROVED PLANS_20060816

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �%2a
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

r, R\ ! l i 1 mot... n Ii.S,XtVkli' iI,F...�
Site
VICINITY MAP
(N. T. S.)
LEGEND
DESCRIPTION EXISTING PROPOSED
PROPERTY BOUNDARY --- -- -----
EASEMENT -- -- -- --- --- —
STREAM
—
STRUCTURE
■.■i■■R'>rrrr
MINOR CONTOURS
-----8-----
8
MAJOR CONTOURS
— — -1 Q— — —
10
GAS LINE
— --G — — --G —
— -G
OVERHEAD POWER
—OHP-- — —OHP—
WATER LINE
—--—
W W
SANITARY SEWER LINE
— 5 S-- -- -- -Ss—
—SS— ss—
SANITARY SEWER MANHOLE
QS
QS
STORM DRAINAGE PIPE
STORM DRAINAGE STRUCTURE
0 L J
.
TREE
I ! 11 OAK le
CONCRETE
`": :':
: =� ►' -_ `'
SILT FENCETREE
PROTECTION PROTECTION FENCE
TPF TPF -
FIRE HYDRANT ASSEMBLY��
OWNER
W. DELYNN RICHARDSON
3135 RUSTIC LANE
CASTLE HAYNE, NC 28429
TEL [phone]
Site Development For
DULY
visa
1812006
TOWN OF BURGAW
PENDER COUNTY
NORTH CAROLINA
KA Elam
� �----, �---,
Odr i i i i i i I _ It I ��4R 6•f� pR i
l Q� = 1 1 / 1 1 1 1 I { 1
1 28 1 i 27' I' 26 i i i f i i M► — — �� ,�2
I t 25 ;, 24 1 1 1 rerY�
K!=•� tt
7Q , 1 23 ; ; ;I i 1`b�4R1 1 1 1 1 f 1 1 1 j7NiI'Ii'�'N i iI s4 1 r 1 r 20 1 1 1
J LL 1� yT' I 22 1 1 I I B,W: qR 1
M• >fTJ17101 !.� r �r ' "I�
1 mil'
It 16 r /
4�1'5 6 I ��1 I I 15tL7 I
, '4�r ae.alri i 7 r I'
Rim= s~ �'3 I I I i j'jw- wR i E PMM
1
12
I wool
will M
________________________Y____-._—___________—__________—__
020M CARR
PQce SUMWO
AM
PREPARED BY:
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101, Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
www.withersravenel.com
INDEX OF SHEETS
SHT
0.0
COVER SHEET
SHT
1.0
EXISTING CONDITIONS PLAN
SHT
2.0
GENERAL NOTES
SHT
3.0
LAYOUT PLAN
SHT
4.0
UTILITY PLAN
SHT
5.0
GRADING PLAN
SHT 6.0 PHASE I — EROSION & SEDIMENT
CONTROL PLAN
SHT 7.0 DRAINAGE AREA & EROSION &
SEDIMENT CONTROL PLAN
SHT 8.0 MIKAYLA DRIVE PLAN & PROFILE
SHT
9.0
PAISLEY LANE PLAN & PROFILE
SHT
10.0
STORM DRAINAGE DETAILS
SHT
10.1
POND DETAILS
SHT
11.0
TYPICAL & EROSION & SEDIMENT
CONTROL & LANDSCAPE DETAILS
SHT
12.0
STANDARD DETAILS
SHT
13.0
UTILITY DETAILS
SHT
13.1
UTILITY DETAILS
SHT
14.0
NCDOT PERMIT PLAN
SITE DATA
DEVELOPMENT DATA:
1. TOTAL TRACT AREA-
60-1, 950 SF (13.819 ACf)
2. TOTAL TRACT ACREAGE OF REQUIRED OPEN SPACE (90, 607SF)
3. IMPERVIOUS SURFACES:
ROADS —
57,638 S.F.
SIDEWALKS —
14,154 S.F.
LOTS --
108,360 S.F.
PUMP STATION —
1 5D0 S.F.
TOTAL —
181,646 S.F. (30.2Y. f)
4. TOTAL NUMBER OF
LOTS=28 LOTS
5. TOTAL LINEAR FEET
OF STREETS=1,535 LF
6. AVERAGE LOT SIZE
— 13,519 SF
MINIMUM LOT SIZE
— 1 Z 067 SF
GENERAL NOTES:
1. PENDER COUNTY PARCEL NO.:
3219— 75-1913-0000
DB/PG: 25051012
2. EXISTING ZONING DISTRICT: R--12
J. LAND CLASSIFICATION: RESIDENTIAL
4. THIS SITE 1S NOT LOCATED WITHIN A FLOOD ZONE AS
DETERMINED BY FEMA MAPS
DEVELOPMENT _DOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH PENDER
COUNTY, THE TOWN OF BURGAW AND THE STATE OF NORTH
CAROLINA REGULATIONS.
6 // � �/46 6
APPR10VEDe/
NORM AN GEMENT COMMISSION AL
DtSU12�' fi6G � � 1'7
s� 0�,o7�=?�
.S •ti ;
- • a SEAL
031315 -
'�
P �
PROJECT: WILLIAMS WALK
W&R PROJECT NUMBER: 05477.01
T.
- i1 11" "�,};jr�:''i:•F.!`.9 t4T�:�w� 1�.�.'�- -:4!: T,'5�'.�i 7lT•;-!a 7" .,-- r----�•���-"--_�j '- .
r i� 1 , i fri t'� r , e i S ��_�r :+f5 , �" i }. tlt� j.�}%.• �t�k 11' r!-
i; lit

3
_ sf ._ _.� � — e r , ,-f r ri J -� 1'� �•�., a y',�-.,l ii<;��'S• .•Y• ni}••�.pF ,e• _

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 PENDER 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
NTH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES:
1. ALL TOPOGRAPHY, BOUNDARY, AND UTILITIES. HAVE BEEN TAKEN FROM A MAP PREPARED BY THOMPSON &
JONES SURVEYING COMPANY.
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 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 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 -SITE.
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 [phone] 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.
Designer
GSP
Scale s
au
Drawn By
Date
GSP
July 18, 2006
Checked By
Job No.
GSP
03050477.01
Town of Bu
EROSION AND SEDIMENT CONTROL NOTES
EROSION CONTROL AND SEQUENCE
OF CONSTRUCTION NOTES:
I. 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 IS USED WITH 8 FOOT STAKE SPACING.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
STABILIZATION NOTES
1. ALL 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
ST. AUGUSTINE
Seeding Dates
MARCH -.TUNE
RATE (LB/ACRE)
10--20
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 WINTERZEARLY 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
SPECIES
GERMAN MILLET
FALL
SPECIES
RYE (GRAIN)
Seeding dates
5�1
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.
Williams Walk Subdivision
Pender
North Carolina
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 RESPONS113LE 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 HDPE PIPE ADS N-12 OR EQUIVALENT.
General Notes
PREPARED FOR:
W. Delynn Richardson
3135 Rustic Lane
Castle Hayne, North Carolina 28429
910-612-5134
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 REQUIRED
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
1-800-6324949
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
UTILITY NOTES:
1. EXISTING SANITARY SEWER SERVICE & WATER SERVICES
CONNECTED TO THE EXISTING BUILDING ARE TO BE ABANDONED.
NEW SERVICES WILL BE PROVIDED TO PROPOSED BUILDING.
2. ALL UTILITY SERVICES, SUCH AS ELECTRIC POWER, CAN, AND
TELEPHONE SHALL BE INSTALLED UNDERGROUND.
3. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO
PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
4. ANY BROKEN OR MISSING SIDEWALK OR CURB & GUTTER
SECTIONS WILL BE REPAIRED OR REPLACED AS NECESSARY.
5. MECHANICAL EQUIPMENT & ALL TRASH RECEPTACLES SHALL
BE SCREENED BY AN OPAQUE FENCE OR KEPT INSIDE BUILDING.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION
AND PROTEC1ION OF EXISTING UTILITIES DURING
CONSTRUCTION. CALL U•_,LOCO AT 1-800-632-4949.
CALL BELLSOUTH ® 1-910-392-8712.
7. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND
REPLACEMENTS OF ANY UTILITIES, CURB & GUTTER,
PAVEMENT, ETC. THAT MAY BE DAMAGED DURING
CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED
TO AT LEAST THE QUALITY OF WORKMANSHIP FOUND
8. NEW CONSTRUCTION SHALL BE GRADED FOR POSITIVE
FLOW TO EXISTING DRAINAGE PATTERNS.
WITHERS RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www,withersravenel.com
Sheet No.
2.0
.i ; I I �� r,,
r'S !I, •5
•5
F r•'�it •1•illti rfi
ifs Iji s T�
�itd
1
1.r
��-i: it I
� I
%.� j�
t !

•- _e....r.- - ...--_�_L- .. .e. i....'.v,.il. .._!.
a
it
LO
0
N
m
N
f
d
J
m
b
r
1 I
II
' N.D. ENGLI5H
I PIN #
I I 3219-65-5812-0000
1 ,�! 19 ZONING: R-12
I I I 'MANHOLEI — — — — F
II T P= 48.29 Z r----------- r--------- , r----------1 r------------ 1 ---------1 r---------r---------
.� 41.23'
I JACK TERSEEK cP
I I I I D8 2090, PG 160 I
i8 ,2i 1i 2(o:il
25
I W —4
--2/iN 22°2q, 1E 15,457sqt.1 ,(sq, �. 12,742 sq,, 13470 5qfta 2 i�II
,E+
1 I I I I I I I ,
I ti25' 1 I I I I I 1 , 14,249 sq,rt.
'vII1 1II II I II �i5' CO -NC _S/123 iI I 1i1 221
FRONT
PsI0630 s9.1
LIS2q-0�444.92 PROPOSED
ROP. PUN (T�) PRC- 4+-
8,261 S-F. 4.4T- `- ---� 19, 959STATION
150o sPC=1 +09.92 PCB16� 76.15
.`OrI1
YARD SETS
I I I I rr, rrTm ii rr riT`�'T'fTTTT�111 rrrrrr
36" �cp
INV. LEV.I
=4 r 2'
i I
I
I
45'R
1044.43'
C-)
7
a a�
\a
a aV
a
\a
lg-
\%
as\ate
CURVE TABLE
LENGTH
RADIUS
C1
30.31'
310.00'
FCURVE
C2
57.57'
310.00'
C3
121.41'
310.00'
C4
150.33'
1 310.00'
�o ay
r 1 - w r vw A- I 1 vv v a ^.
I PROPOSED11 I i i i I i I I i i I I i i I I ��` �~ — --� —— -1--- O 9�G
OPENS ACri I I I I I I I I I I I + I �� l----------------------
ill 4 783 S.F. I I I 1 3I I I I I 1 I r 1
! 1 I I I I I I 4+ I I 1 + r I 30 R c6
I I I 2I 1 + I I I , , € r I I--- -
+ �IW I I I u a N
I 1 1 I + I I IG E I r. to 1 1 a O
I I 12,313 sq,ft. I 12,161 sq,ft. I 1 1 I 1 1 I I 1 1 5' +C{31<1G�/W . ,� o I I , a°
I , , 12,416 sq,ft. , , ----_ , , , 11204 sq,ft{ I r , 1 r 1 I -_ T ` 1 l a a p
I I I 1 13 757 5 ft.l I 1 I —~' I I I I I 1 13 138 5 ft� I I l I ( ) 7 r---------------------� �'�{ ` ;n�a , 12,067 sq,ft. ± i \ p
I , r , I 1 �� ~--~~~�—' I qr I N
7
, L---------------------..I \ °.
I a I 1 I I 3, 815 sq, f t; 1 `J 1 1 , 1 , , 1 o I a
I 1 I
+ I I 4 a , a . " ` " — —•1 I I , , I 1 r I I , 1 10
J 1 I , , p .,,� _ ��
" 4 s d~�- L- I , 1 ; 13,839 sq,f}1.1 I , g1 r Lj 1 , , I O C3
Al a- ' " e ~� I I 1 1 12 (0245 f Y. ( 1 a
9 '`----� 1 1 , , , r q. , , + 13,288 sy,ft. I + 5 CONC S W �a
j q 1-----------
1 24 RUP s S'� FL
INV. 1 EdV _ G °� " d a b _ b . , -- i I : I I 112 881 s ftr E. PAISLEY I�At�E 1 �TYP�--- I
I = 3.s �R a,, b HAROLD �'UTRELL 3q — d ;~__ I I I I ; ; �------___---}B!_ily iR0 2 0 ! 14
I �, . 59 3, ` a
D8 142, PG 19 5 q 23'�1;� ' o " p b " . , --' -- I 1 1 ; i i I 0 A 11 ; 12, 201 sq, ft. ; rn °Jv7
I _ l.. C L RESI!]E[1 � 35 R I I , to
4 13 ZONING. R-12 4� " " " - �— _ I , + + ,
33 ° 14' ++ 7' 8 Y?i 9 - '---� I ; I I I (TYP)
a 43 A q " o i- ,---------------------- L----------------------i
1 38.01 W �R� e I 1
I t—'----_•..—..•,._—M-- . 'r''�a r / e " �v I I i I 45'R — — ° p
a
I
I r----`— N 2844'00"E 518' Sy 3 ; ' " `_� _ ' ' ( )
1 y 5 '„ 4 I 2, ; r` .a
24" RCP I Ir-53 2 , S " �`-a I 14, 650 sq,ft. I ' of 1 I
I; I INV. ELEV. 10 MARGARET DEVANE 4 44°56 ,� �- d ; I o 13
I a a a
=43.9 52 it a . b a L` I I ) , , a
II D5 460, PG 6�4 e . " " �_� 1 1 I 1 j + a
I I ) -- 1 40'R : ,I 13, 071 sq,ft. ; a\
J a a �._-_ Tli `a
yJ a o L-_-- +
1 N
__ ____
—N 28'44 57bE — — 209. 95' _ — — — — Z 41 08 t of ,
I I L
4
a a
i S S3 ;�) '9ZP ,
I S2'W
I I
II -------------------------- ------------------------------_. — ..------------- - —p -- — --------�-------------..._--..,.__,.-----..-----------------'------�---------..,.,...._....-.—_--------------
N 28 44 00 E — 1640
1 HOWARD CARR
1
iEx. SEWER D5 1062, PG 013
MANHOLE
FOP = 48.76'
F
INV = 38.96'
I
1
1
I to
1
SITE DETAILS
Reference N.C.D.O.T. 'Minimum Construction
Standards for Subdivision Roads.'
3:I MAX.
SLOPE
TO GRAD- 2'-0" n 2'-0'
VALLEY 6 205F9.5A VALLEY
GUTTER ABC GUTTER
Residential Collector Road X-Section
60' RIGNT-OF-WAY
6` 34' V-V %(0'
n u
(w/ Valley Gutter)
J
60' RIGI-IT-OF-WAY
6` 26' V-V 6'
41 MAX. 3:1 MAX. u 3:1 MAX.
SLOPE SLOPE I� 1/4 / SLOPE
GRADE TO GRADE 2' OpFT, l/ °� ° FT 1/22�-Ou TO GRADE
VALLEY 6 2'SF9.5A VALLEY
GUTTER ABC GUTTER
Local Residential Road X-Section
(w/ Valley Gutter)
10' UTILITY E5MT.
Temporary CUL-DE-SAC
(w/ Valley Gutter)
a
\a14
a�
i ap
I � a
f 18
I 131 (098 sq,ft. Oa\
Lllve---------------------
a
I a\aN
1 I I c 40
1 13, (M sq,ft. I I PROPOSED a s
I I OPENSPACE a G
I T
L--------------------------j t1.54A.c. a a
671055 S.F. a
o a a\
---------------
l TOP OF aaQ
E� V 45.00' a
12, 849 sq,
I
L------------------ ----I
NORMAL POOL
--H ELEV=
20' PEDESTRIAN/STORK DRAINAG
EA5MENT
•4 SEA �.
031315 `
FNG 1 NE�
I S4 i1e1P\\\\
GRAPHIC SCALE off, k�loe;
so 0 s5 50 100 zoo
( IN FEET )
t inch = 50 ft.
Revision
Designer GSP
Scale 1"-50'
Drawn By
Date
GSP
July 18. 2006
Checked By
Job No.
GSP
03050477.01
:Town of Bu
Williams Walk Subdivision
Pender
North Carolina
Layout Plan
- - - ? l,� 5 � 7 _.� ,' r' • �! `�.i `.i�:'4 � w` r � I s 5` � '� �� I! �i rrr T .. r rk• q' ' F.� '7'x., • � �: i.
•u 1L ,1 � 4 1 ti 1 � .I �, r. • . � •. � i ,, . f,l .'�'i vtj { Is ' f •i: t"+ i � •
- �1� y r i� ��' ,1. .�.� i.! .. •.-���.�1.�•..,41:. .�. .. .., ..... .'•z.�..., r.,.-.- ��, c } r'1'C.[}iL:�. :i IiRt:3+�+�I����11. -1���aA�f 4-.- t .�,��l�r{r'.
r
PREPARED FOR:
W. Delynn Richardson
3135 Rustic Lane
Castle Hayne, North Carolina 28429
910-612-5134
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
XtrittlMiti�iHlit�fl1wa16t�aryQ111tAfitrlf�toifj[fAoZRg�raldel: 69dc�214-46r�638YAA+.Mrikbe�tht��d�drcom
Sheet No.
3e0

JACK TERBEEK
D5 20g0, PG 160
1p 9
}
I �
ji
I�
n D
17
a�
H.D. ENGLI5H
PIN #
321q--65-5812--0000 a
ZONING: R-12 a` o
a,
y� S
.I 1044.43
N 28°44 01 E r=' ; \
_ - R :
-__--------
i .00 I `' 19 ! I I I I I N. ! I I r► `� } I I I i 1, i( + 1 Q r�
+ 2i Y I(� �/v ao
I yl r i `
O I ! I ! __ 46 6' 46 'i 46 i `` °\
III �9
ft. 00
W � i I i '� } 1:-------- 1hJ4D ft. �, � r ! 13,698 5q,ft. !! r'
C) N I \4`. I I I I I I L----�- I I It------- ------
W.
6-00 I I 6' I I �'-1, I I + I rrr I I y . F11ry
t-----r �v - \`,`�` I
t 1 I I I 2-
A I �� I I l y I I r! 1 I u,('�,� I I � � ; I , I 1 `2���` I I ; y � I �' \ _ .-� _- _ -_ ' '"" ��_ _ _ RE1QEN� AL ____-- _ __ __-- '
p I I 1 1 I I - �1 124
1 `�_--r - I E I I- -- ,\-i i-- Q_ _ i
22° ' E� 1 ; 1 -fit } 1 i - V' I `i- I I
2l , 15,4 7 sq,ft.l - -I�,b I-sq, I .4 ; 12,742 sq, t. , 15,470 c�
Sr p �I n \
OF
--- t I 1 ,�I 1 13+ //,�-
D l r N. i ; r I Lamr ' ; i I _2-2- t47 T V 4S I 4 45 117
13,(098,5q,ft. ; '` P OPOSI I��_ ,Q \
r ___�I6�630�5q, , I 1 I---_�d' 12 0 5 fe! I I I OP
ROP. Pul'1 I __�__S 4$ �_-__ I 1 1� ! - ! I 1 ! `-�_ q' I 1 I �I I I ,
F. STATEON L -- `� - �I �I 1 -` j lq, c15ci 5q, t. -- - r-- I ---------- ----- ±I.
r rig ' -�+-- ``+ 1 I ! t---= - -�- __-_ ----y L------�� J \` 67,05 S.F�\i\ \`` \1\0�Q
1500 s ft. -� �- _
■ R 14
, \�\
,I----------------
___-- --------1 a
48
Lq
�2,266 j ` 12,8 5 ft. ! \\ 1 \,,1N a
-- - i
. � I 4 1 1
VJ NJ
60' UBLIC ROW --, ; -�� ; I `4$+---_� `47-- 1
RLLZ�CTORrROAD ' i I I I I I 48 i G 4 Sr1 -� 1\\ o` io` �or�S. (�
_
! I .f L__ =-----
� I `` H
t I~2i3_5 ft. -12 0?� ft. "' \; T 32+ i �\\`;\`\ �;� b p
! I 1 I n I I I 71 1 47
, !---- c�o'�� --r- 7 q. , i 204 sq,fj I I I 1 I 1 1 -� 47 \`� 8 7-I I I \1\\\, \,a, O
1,13 13B & ft� I I I i i I ~-'� r--___�__---T-- --- ; r 12,067 sq,ft. i 1 `� \`�\�`;���aV 0
13,815 sq,ft�
it I I I I
- - - L� ► q.ft' I ' i O i ,+
3 83q 5
I ' l 12, 624sq fi♦. I 13 288 s ft. 46 r 4 21 + �s
_- F� 0 1 , I 1 1 r i I ! I, I r--------_.
- Q �\ �__ I 1 1 1 I l I E. AISLES �A Z
p ��` - ' I I l I I 112, 881 sq,f I r• I , ' } ��`�"� �\
HAROLD FUTREL------- - �� 3�, '-' I ; I I �j I I I I e ------ '-- -' t ; ', JA" I \ L�� E l \\At-
-�3B~ f142, PG 19 23 ftI�V ' , - ___J i i i i I I --- 12,201 sq,ft. �" ��� j \`\ `�v7
ZONING: R-12
--_ 7 t P e -J 1 A_
N 28 44 00 E 518 0 �aS 05
I 1 0 ' 1 f 12
,--------- J------- l 1 `
S3 2j S �a� `'_� ! 14 50 5q,ft. 48 1 I 1 1 1 `
MARGARET DEVANE � 4 r�• ; ; � � �13
� ` � --- ���
DB 460, PG 64 p L -�1 1, f \
CF� L-----------------`
20' WIDE EMERGENCY` 4------
SPILLWAY,ELEV=45.0 _ g
P ��,g;:
------�.---.---------------------_.-------------........----_.._._--_...----.�...------.-----�--- -----------------------------------------------------------------_.--.....-------
N 28'44'00"E 1640'- � I_101_ -_.:
EX. SEWER
MANHOLE
(TOP = 48.76'
;INV = 38.96'
1
I 1
1
I 1
I
1
r
1
STRUCTURE
LENGTH
DIAMETER
TYPE OF
SLOPE
INV. UP
INV. DOWN
RIM
COMMENTS
FROM
TO
ft(in)_PIPE
7
ft(ft2.
ft
2
1
66.29
42
RCP
0.30
40.20
40.00
45.22
2-1
3
2
192.50
42
RCP
0.30
40.78
40.20
46.65
3-2
4
3
53.54
36
RCP
0.30
40.94
40.78
46.59
4-3
14
4
34.00
15
RCP
0.29
43.30
43.20
46.59
14-4
12
3
143.26
18
RCP
0.30
41.80
41.37
45.20
12-3
5
4
209.50
36
RCP
0.30
41.57
40.94
46.71
5-4
13
12
26.00
15
RCP
0.31
41.88
41.80
45.20
13-12
15
5
34.00
15
RCP
0.29
43.40
43.30
46.71
15-5
6
5
132.62
30
RCP
0.30
41.97
41.57
46.61
6-5
16
6
34.00
15
RCP
0.29
43.30
43.20
46.61
16-6
7
6
142.19
30
RCP
0.30
42.40
41.97
47.46
7-6
17
7
34.00
15
RCP
0.29
44.10
44.00
47.46
17-7
8
7
143.40
24
RCP
0.30
42.83
42.40
47.05
8-7
9
8
84.71
24
RCP
0.30
43.08
42.83
47.65
9-8
10
9
131.05
24
RCP
0.30
43.47
43.08
47.14
10-9
11
10
34.00
24
RCP
0.29
43.80
43.70
47.14
11-10
18
8
34.00
15
RCP
0.29
43.70
43.60
47.02
18-8
19
9
34.00
15
RCP
0.29
44.30
44.20
47.75
19-9
20
3
88.85
15
RCP
0.30
41.90
41.63
45.35
20-3
21
20
26.00
15
RCP
0.31
41.98
41.90
45.35
21-20
23
22
104.00
48
HDPE
0.30
41.00
40.69
N/A
23--22
Revision
Designer GSQ
Scale
Drawn By
Date
GSP
Jui 18. 2006
Checked By
lob No.
GSP
03050477.01
Town of
NOWARD CARR
DB 1062, PG 013
Williams Walk Subdivision
Pender Cou
North Carolina
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 DEWnON 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.
Grading Plan
PREPARED FOR:
W. Delynn Richardson
3135 Rustic lane
Castle Hayne, North Carolina 28429
910-612-5134
BOTTOM OF1 acz
DITCH
ELEV. = 40.0' °
a
�11111f I!//
�o
ti75
•'Q SEAL ��• _
031315 -
�NG I sE: -
� Y }St; QP� \\
d�l L(r fOro
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
WITHERS & RAVEN EL
ENGINEERS I PLANNERS 1 SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fart: 910-256.2584 www.withersravenel.com
b
Sheet No.
5*0
�yy, K jt�S
. .F ` � � .��.l I. .�. :.i �J, .'y.l •J 1, I1. � �< 14 1 {I1J f (, ;h 1�! `�l �1:�1 �y.� L1 If. �rr4''f ;J�i t�l�l 11 3;�'�I.�.JyN�-

_ ... ... _ .. 'is 1'- _.
w
a
b
a
O
N
t7i
y
3
11
0
Ld
,
i
0
to
Y
b
0
E
0
f
.I
0
i
0
I
c
0
.�S`��
1
i
it
'i
SEDIMENT DRAINAGE REQUIRED PROVIDED
I; TRAPPING AREA STORAGE STORAGE
I ' DEVICE
(1,800CF/AC) (CF)
I SEDIMENT BASIN #1 11.54 20,772 96,595
1
I'
i
I'
1
H.D. ENGLISH�g.
i PIN #
a
I I 32Iq-65-5812-0000 . L
I 1I ji ZONING: R-12 ,
�I � i LIMITS OF ; � , �u �
r-CLEMING AND
,ZR 4 Z : �. GRADING ,�
N l e)'44 1 ' , \\
�s SILT / J ' `
I I rol
' FENCE
,r I o TEMPORARY(�6 {{1\
�— �� \ (VERSION ' I I r / , J ` \\\ ,L�\ '0
Z} ! rc O [ j q 1 J r / i
1 _
I ' ! JACK TERBEEK � ---- -°°
4 I I DB 2090, PG 160 C\ C \\\ \��
I j I l F I �``\ OD
ON
m J 1 \ \
T—
r i ' o�-------------\ \, \' 1\ 11
1 I SILT
NCE
I I ;fl LIMITS OF f' { �� -�,- ,\l ` \i `,\`N�'i
CLEARING AND DA-11.59 ACRES -T0--~- / \, 'A `;�; ;A
GRADING
�
J / IT
--._ SEDIMENT BASIN
GRADING { \ r rJ �'
I I D I Op
�_ ! 1 CCP
!
(71
` I IX,51
PORAY
�� c� •b'I1\ '� ` \ \ i'i
\\`�\,
-- ---- CONSTRU016N o
r`'i wlaW
va Q
ENTRAWE
I� SILT ! LIMITS OF
I CLEARING AND
T I �I
GRADING t__---`'"~1
} FENCE r
_ _ _
I I III I �� J
00' LV _ ,!� rJ I I t a i `\ \ >\ \
I I I
thy\ l i
24" RCP
INV. ELEV =43.8 -�'� �----- j �- �,. ---° ___IN
�� � TEMPORARY 6�
hIAROLD_ Ft1-IRF_L>{� ----- ___------ IVERSION
PG 19
ZONING. R-12 �� AG>�-�,. SEDIM \r
,► . MITgOF~ ------- - - ff�`k.� ��� _ _ \ BASIN rO
0
Uj
I o 'y, i p _ ARINfr AND - Q. ���...y ` - E r -- o �r r "A
GRADING-----._... ----- ;
I - �► N 28'44 DD'E 518' O
1NV. ELEV.R43.9' I � Oa � _-Qa� _ �-�,__� ,,,4: � � � � ' � .� � op `� �\``��`
I I o I o MARGARET DEVANE
DB 460, PG 64
o
Ann
j 1
-' } _ _ a-_ tiL—= = � `5 � r1 4 \g\ •' l.I
I' _ N 28"44 57 IE _ 209.95' �.. o _, - U' `Inv
zr; �—
i IN AND
BNG 1
AR N�1
-y { } }
I II
CP
._—_-----•^-------------- +--� —_----'---- �---- �----_-- �--'—_.......-_-------_..........._._..........----_......,..---__„r_.. -..———._------- ...,.... — --
.,...
111 �-O- HOWARD CARR
DIVERSION
' DS I062MANHOLE, PG 013 p��H
TOP - 4&78• .,i �
I I 38.88' i ECG Y.
i COMPACTED SOIL = `a SEAL
EROSION CONTROL NOTES: 031315
18" MIN. - PROPOSED PONDS SHALL BE USED AS %�fc GI�1E�4i4\Z��
FLOW SEDMINET BASINS. CONTRACTOR SHALL �,q - R �•
I REMOVE ALL SEDIMENT TO THE DESIGNED yin y S
jXt
ELEVATIONS AFTER THE SITE HAS BEEN 0 4-111106
STABILIZED. GRAPHIC SCALE
1
4.5' MIN. 50 0 25 50 100 200
I
I TEMPORARY DIVERSION { IN FEET
N.T.S. 1 inch = 50 &
Designer GSP
Scale 4n—w,
1
Drawn By
Date
GSP
July 18, 2006
Checked BY
Job No.
GSP
03050477.01
Town of Bu
Williams Walk Subd0
ivision
Pender Cou
North Carolina
Phase 1 - Erosion & Sediment
Control Plan
PREPARED FOR:
W. Delynn Richardson
3135 Rustic Lane
Castle Hayne, North Carolina 28429
910-612-5134
WITHERS & RAVEN EL
ENGINEERS I PLANNERS II SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.v ithersraverid.corn
Sheet No.
6*0

1
1
!
i
1
1
1
1
1
i!
1
1
I
ISEWER
ANNOLE
48.20'
I I I v ; -T7;—t—
JACK TERSEEK
DB 2090, PG 160
I-I.D. ENGLISH
PIN #
321q-(o5-5812-0000
ZONING: R-12 t475 OF
AND
! \ \ 9 ttc�
\� i
\&
C[�tq
X �d
VI
1\A,,i1
\, �1 ` NN-
t t \\
,
e`11�
\ �`I\,11t
1
4
\ �1
; `
t
v tV\1� 1\\
\
•Q fr l i` — —��— �� apc __..--- i i I 1 '—T-.�---� �-----�
�� �;.� J '-� __- '_____ L � ar _ �` I 1 r I I � �� ' \` L V-
I i 1 -L 0.4 C
24 " RCP �'� � IV 28'44'00'E 518' r A
I INV. ELEV. =43.9
T STR—
' , \
!
1"1ARGARET DEVANE
I I 1
DB 460PG 64- 1
I 1 I o _-------
_ `t
28'44 57 E 209.95' �_ _- r \��' \,
j to
NN 1\�
A, -FENCE 1,,
!
1 ff I
LUM OF
---------.......--........,.--_-----------_--_—_—...__.—...._....,..—.....—.....°._.....-------------.,...-----.------------- 28'44000soE —9 —--_.-----------.._------....._.--------_ --...--__,_....--------._......,...------.......,.—.._.�.....--�—.--------------
' Ek SEWER HOWARD CARR
`''`'
IAANN«E
DB 10(02, PG 013 Borran�
�` DITCH
!NY - -law �� .O 'rr ELEV.
1
SEA r;
0313 5
1 R}
1
GRAPHIC SCALE
i50 0 25 50 100 200
!
!
1
( IN FEET }
1 inch = 50 ft.
Designer GSP
Scale 1*=5W
Drawn By
Date
GSP
Ju 18, 2006
Checked By
Job No.
GSP
03050477.01
Town of B
Williams Walk Subdivision
Pender
North Carolina
Drainage Area & Erosion &
Sediment Control Plan
PREPARED FOR:
W. Delynn Richardson
3135 Rustic lane
Castle Hayne, North Carolina 28429
910-612-5134
WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
��f�u�+'W�I rolllgi: 7�F�6'h'Iti�11�3?9-�6ri4�b761�.�md�om
Sheet No-
7.0
7
/314� 1 itr _-r _ _—_.. r Si T7 j•`Tv-•
i Y , � t �.�1 ...t � •.� .. ..�.til ,� } �.. f., ii.;�, ._,1.r'i .! �':• •o,k�i�i+ill ..:ia .! .,a, i,i.'>.�
- - - - .. .... - .... � +. - .'-?' f•.S Imo. f i+S'.1S'1•:+•�',i i ��",'�1"'': 'r; : a' •r nF+•�'

• !
;I I I 17 �_________________-___1
r -----------
- - - - - - - - - r
- - - - - - - -- - - - - - - - - -- r
f I 1 0
21I M
�� `.� 1 � � 1 i i i i i 1 i I i i I i i i i +
I I �••�J�AC/K���T7 ERBEE`K `, , ' F i I ; 12, 40osc6ft. 1
r I I DB 20g0, PG 160 _s I 1 I ! I 1 1 i € € = O
1 k`: I I 1 1 I 1 1 L------_ +
I I W—PA1 SL O
EY to +-�-
1 I I II 1 `! i i r� 88—P#fBttC� 28 i27 i I 2(o I I I ! I I I I
1 1 1 1 25 I 1 1 I __
,...----JAMALRESIDENMAL Fr
, `}'t' �` i f Sc4ft.), i 12 b31 r '
t [ I I ti �24
�.r 15 457 I , sq, € 1 12, 742 sq,A. , 13, 470 sq,ft,' i I , € I I I 1
I I 1 ! I I 1 I fr I 1 I I 1 1 j
u I 1 I 3
' I I I ! I I , 1 14, 249 sq. T t• I € I I I I 1 20 ! I 13
__j I ' i ' ! I I I 1 2 2 j ; 1
I ca PR D 1 - I I �-_------ I i _- -_ - i 1 i ' 16, 630 sq, f,,t. 1 € I 12,400 ft. I
OPEN AGE ROP. PUr'i I 1 _ -� PRC— 4+�. _1 1_ I I + ! € ! I I I ► �'
STATION �-------- �_ __� PT = 15 3". 4 - --' p ' fi 15 1 I 1 1 i 19,959 sq,trt. (I L------- '
1500 ft.
�.=1 +09.s2 ^� _ 1 1 I I 1 -- .r. _______-_J
I I I _____________ +
(n
v} 0 0 I 11 +00 12 000 1 +0 B 9 1 +00 1 s Oo 1 7+O PRf=1+sue' 55__ I
�I I
1212" sq,ft.
al I -�--- r may_ �-
—10''UTILII.Y EASMENT
• I IC I I''�------------___-___ — fi0' PUBLIC ROW r___ --- - - -- - i I ; ' ---- -� �___ _ ~ •
Im I I} i- - i iT i RfSIQENTIAC -I OAI� i i i 1 ' ' I i i G 20+00 4 1 +00 +
# PRO E i -
I I ENS AG
I 1 1 I I I I I
mi21 + 2
4,78F c63
1 0 1
2
11 4LILL
I� I I! I1 I1 12,313 gq,ft. I I 12i161 ft. I II I iI ftG 1 -7
12,41sf. i I I i IIII iSSMH 1 24II1 1€Il
I IIl'
rI1 -------------
-------I5q,ft.1 1131138 sq13
4-8.isR1MELEV.
1W. EEV= 39.81, 1I
,32
13,515 sq,ft,
t]C I a I I ��—�x F' �a ti �� I I 1 I I I € 1 I t I 1 I I 1 jjj
1 I 24 RCP I L� I 1 I 1 0 I 1
I
E I .a , , r , G . :> �,. �`� 1 I 1 i 1 € I3, 839 5q, ft� I i 12 b24 f fi. i ' ' 21 +
�wV ma, INS! ELEV.=43•� ��_ ca .%- . - .�� �__�, ! 1 1 13,213$ sq,Ft. I
E. PAISLEY LANE
$; HARDLD FUiR `��� � L~~ ''� I I � f ! ; I '12,881 sq,ftr i €
I ; ELL .� — I , ! L----------
V' , .� �__ I 1 1 1 1 I fry--PuBL-IE �4ow�
DB 1142, PG 19 -� a a ` _ _� 1 t 1 1 1
-
I ZONING: R-12 �# �_ ►-y I �- I E ' .......LOCAL RE�.�d�1 F
.I 1 . 1 . 1 -. 1 . I_ .
Ir--------------------------
1 18
13,698 sq,ft.
11 '
' -----
17
I ' 13 698 sq, ft.
1 I
€ 1
iL-------------------------..,1
-------------------
, r
12, 649 5q,ft. �' 1
I
� i f
I---------------------
I
r--------------------- i`
i I 1
I I 12, %7 sq,ft. I
t 1 1
I I i
1----------- I
14
1 ' E
12,201 sq,ft. 1
i
�
!,
.
•_rTir!i
� �
�
.
�_ ■ � �
=11c• 11,li ��.7
;1�:f9I
� �
1,�
II•i1i
_
. . a
�
i11`:'�'
ia�
..
■ #
C�Tii
•ti�i
.
.
-
.
I
,
NNW
a r #
• E E
.
_ ..
■ /
'.1
■ra
e . .S
. i
• 1 _
e
.!
■ i
1' i° ■:
• 1 1 ■
1 .
:
• i =
r +
`+
_
MUMS 1
i752
M&I
_t
i
F
-6118
M1
-1 I
View
IONI
mull
.
JI
•r
�
[a
Igo
M
M
Amm
I
III
11r
�•�—._ 4
#
�Il�l��lw�•.I,Iy
w
i►
1 - • '
_ #
::, �`
.-r111i■111�■"
+
.
will,
t
II�
if
II
1�
II
II
!t
•
if
I II
I
I
I
�
I
slow
��
�
�■Ilrl■rIl■r•.rrll�■^_'
1 �
I
. �
,1• �
I
;1 "��- �'
+��i'
�t��
;;,•
■r
a
-�`i+,
■r
�
.r
.�I
�
-i
_
Ei
W
•a�
1�?
•
/ s•
1.
N
■I.
r
i
r
•
�
�..
i
/.
'y
. •
a
/
r
r
• '
_
'�
•
�.
-
Rom•:'
•
•
.> i•
•
••
•
10+00 + 11 +00 + 12+00 + 13+00 + 14+00 + 15+00 + 16+00 + 17+00 + 18+00 + 19+00 + 20+00 + 21 +00 +
Revision
r,
Designer GSP
scale i =5W
Drawn By
Date
GSP
July 18, 2006
Checked By
job No.
GSP
03050477.01
Williams Walk Subdivision
Town of Bur aw Pender Coun!y North Carolina
Mikayla Drive
Plan & Profile
PREPARED FOR:
W. Delynn Richardson
3135 Rustic Lane
Castle Hayne, North Carolina 28429
910-612-5134
41O
g0
10
,toZ\;5F
E:1
0
v
e
m
a
A�
y r�
,
• 031
GRAPHIC S C ALE
50 0 25 50 100 200
( 1N FEET )
1 inch = 50 ft..
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] wrvw.withersravenel.com
Sheet No.
8oO
�I :.� .1 , /
li9 -•[.�• •1 } _i� ,i. �. �� ... .. ..
.i .s. .. ., �i� r-r.. sr•,f :•i1;!:�S

CV
r-
Id-
LOW POINT EILEV = 45.58
)W POINT STIK = 10+90.41
Mi:
10+00 11+00 12+00
Designer GSP
Scale
Drawn By
Date
GSP
-_ July - 18. 2006
Checked By
Job No.
Gsp,
03050477.01J
Williams Walk Subdivision
Town of Burgaw Pender County North Carolina
rAM
...... ....... ...... ....... . . . . . . . . . . .
0
oil
04
A,
N■
11
Jill
;1
JIM�
lf'
�il
�
wigRt
-- ---- ----- --- ---
----
-
-----
Paisley Lane
Plan &Profile
10+00 11+00 12+00
PREPARED FOR:
W. Delynn Richardson
3135 Rustic Lane
Castle Hayne, North Carolina 28429
910-612-5134
ZZI SEA
031
y S
cq(4
GRAPHIC SCALE
0 25 50 too 21O
(INFEET )
I inch = 50 M
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.witherstavenel.com
Sheet No.
900
T 7-

- - - " . '�,'� _.- . _ L L.L. c �i .! 1:: ���1 ii .. � --�-- - .-_. � __ .. .., �. ... ... ,�. �4.'!r semis_` �.i:.�'.I.�.i��:ss�'.1..�iat-.�:.�._.-s�.•t,-. i.
v •" y MCK OF am GLASS 'r 00111 11 111110UNHOUr. v
C-q E1><PAIIaION JOI 1- .q X " PlID1?IM ALL t�11CN iAquipi wM V-2' IN affm wrm Xr it,
N*w� a" E-�I w-B" 4'- " id s1.4 w f� n ON OL71Tfi1. ilia 2 llION tlO�LY *IYII M. 011ANItli aW.A2. ii
Q , a' a fL hw _4 •.:•` f:d_t ;,• :__ 4_�.w I01
�Ni tlr Tw '.
M _ . r�0.ae FRAME M7 1 �; Y .: Y uM1e FOR�C�017-Nk1LTIQE Mlr T1! rorlaM al Ar.'� 2 , „
IN
�p_
m
" Y2 1 H0°D " A- - - - - '• IF MINFOOM oOloEli PM is Wr IN DD1•lar 0.0 OF M, Aon Ta SLAB "' MARKED: SANITARY _
W �� "�' '` � ;:: a �•;; Ai e1Rw1 aN M. 11a. a+o.nD. 1.L1�1�� SEWER OR 1 ��-11 3 4"
1OE TYM `T:", "F- AND 11' 4114101 UNLESS Ot1lRrISE I OMM. F• �+
z,., r-'n \ �aW� atf M zz
w STORM DRAIN AS „
w p w 6 . o FOCI S'-V IN NEIWMr ON UM W e 1 LL# Ale will ISM, 011N tL -
R7•°-2 TO IV-Ir 0 NM:IOIT = r a1LLa AM WF M Sur. ADJUST �QW� REQUIRED �� ,75"
aWNrITIEa A17COlDIr T. Z , w 2. 2J
R PL�11d r PLAN Pr .,. • .'a'"•.w ' owisrNucr 1MiTN FIFE allo1.w a«3CNI11N. I�M�1 TOP OF COVER rr 1.5„
L CM AM WTM WIN VAIM N114IM ON VMP SW r Q x sn mm OW" A" M7a0� 001iiN6 1'. � � p
Tw SECTION X_x OL40 Ma MDT Ta SOMA.
'y • ee RAT 1 A EXI'IM�ION J o e i> 5"
AM Q 4.75" 0.5"
1-10 1 /4"
o>a•N� auTTEM LI1S1 - - `' `" . sTo sres - srra. W. s�o.ar 0.5"
2 -0 1 2
PLAN OF TOP SLAB SECTION S-S
ELEVATION ' A 2-
Natlrlu. caalle ►ura eurTflt ON LZMItr aMUM1Ee Z p - '►, z " BOTTOM OF COVER
t�D i :a. ::¢ :�:. E�I SECTION
� s NDtM+1t. Barret LINE W t'7 � a• '' . �. � � Mou "A -A"
N a" E 'il' BARS k arA1 " EXPANSION , W S• M N m n C "° _ + a x
.� GLEN _ SECTION = an; PLAN
In PIN Wrims M r!
_ 112le1 NT. w " r• NOTE:
{� = t�PAMrIaN •-4 j:1 -�--� c "0 4C vmum 1'-0' ° •. -... .: a'1!4. ° RING & COVER CONTACT SURFACES SHALL BE MACHINED SO AS TO
s DOW L ELEVATION �.- W F _ a, a aMiE ml�Fr� uem INSURE EVEN BEARING OF COVER ON RING
1"+ SECTION R-R MUM. CURB me wrnm 001 STMp atAWS v � = w � w- := SECTION H-M ' ' � �
m 1 a M, �" P ■1 w i M' nk mum � MINIMUM lGHT RING 190 LBS
1GIu1M1� DIMiwIO1r No OLANnITao MaN oiMORiTri OATON rArINMrA M ON MIN. N Mff M inTM1 No MaSiAI M,y =" NMoid1 Off.
� COVER 120 LBS.
�{ aulrwaaNa of oe1 AM FIFE Mnri11 . TMIr. Cm. IN De11CiI011e � VARIES - - - - - - - -
a RM @Nii 1WR lam pm on. Wffiff Di�3N r1WS-tl MRn.Y -r MAL TOP EDTTOY �` � W S = � �
IM W STANDARD MANHOLE RING AND COVER
D A a C a M i F NO. LNIM MD. Na. in. KAN MAr C,O, R.C.
a,.A:::: -r::..
12' a�-o• Y-2• r-r - -- - - osar o.ota n.oar .;, r M :. � _ ,._ - a : • .
Is,
0.066
-a a.Srr a.m 0.01a A
-a• r-;• - D.MII n.oia Dowa N.T.S.
SO' ar-i" r-2" al-e a -a' V-2" 4'-0' 4 V-11" 2 Y-a" a a'-e so 0.12i Mon 0.11112 n-127 s`• p " e•'I � � : i
a-. _2• a-1 4 d 1'• 4 f -11 -a' a -M 0.178
42 -0 2'-2" • -a' a 11-5 V4 4 1•-a- 2 a%wl a 1 r-wl a 0.112 0.616 F Sala SNSIN! 42' TO W PIPE W UIIID
�• a'-r' 2'->!' d-0" - 2fr•a 2'-(r a r-11S-1f
a 0.44r S.ai2 D..a77 DETAIL 8K1i YE110D
d-7" d r-4-1OaA : - - e . - A , w' r: r, v r: ray •'+ 'r:}
NOW
2 O/F 2 S!1&ET a OF 12 f OF 2 OF RISER t�)NS'I'RUCTItfN PLAN t OF 2
84G-(IIZ •MISER HAS C .2� UMIC YANDd; or caNCNETe ref M'011T 1EIs1MT 840.02 "0.02 PLAN 840.02
D+8' MIN
D+36' MAX
1" DEPRESSION
toIWO 11¢ -"I� tom" "�` BUILDING
M CLASS N CLASS w
m �1-1 W
!R >� : T Y !I It
E ' E c � 1-9 1 OR 1I ' - I OR II
_f 1 � U„0 MATERIAL BACKFILL
s CM1 204 * INJECTION MOLDED FITTINGS ARE
Dow ` SECTION G-{ �-6 1.4 1 v AVAILABLE IN TEES, WYES, REDUCERS, 45` BENDS AND
2 1L H v 4 BELL/BELL COUPLERS.
Cli1 as `tyr :Y r : * WT INJECTION MOLDED FITTINGS AND WT PIPE CAN BE
NIP1'-41¢" 1'-4;¢" F-wj / �� D/2 SUBSTITUTED FOR WATER TIGHT APPLICATIONS
*1 PLAN OF FRAME t - :. :'may t
r•`� �i i:-�r•r.••- �Y=�Tr'•r�'t r._tr,�••
CONCRETE R sue;{-`,': y `. v CLASS I
CAST IRONi e .T- �'s'a.+]y Y•+� 4 MIN. f k1. {� '}�•}•-x1'i"�• r•o.:
O -•;:'�t'f-.: ►,- y.s BEDDING ke,....c=.. k+'.;*�;: ;•:� 4' 1�AlN.
M v, PLAN OF GRATING o \
N Re2'-S14" CART IRON
Z 2 0 ' CLASS A CLASS B CLEAN OUT END CAP
110 ADJUST GRADE PER ENGINEERS PLAN
0� FINISHED GRADE
1u ill
IL.
DOWNSPOUT ADAPTER
h++
" SECTION H-H " " " > _
p $ % � * co Z INJECTION MOLDED ST
3r-2n 2'-2" M " CUSS N CLASS *INJECTION MOLDED ST 45 WYE 49 BEND
v W C W I, II OR ill I, II OR fll ; (OR INJECTION MOLDED TEE)
INSERT INJECTION MOLDED, GASKETED
-1 2 " _ BACKFILL BACKFILL\
SPIGOT BY BELL REDUCER *INJECTION
Q 9'-1" 2' _ 1 N SNAP CONNECTION MOLDED ST
p
� Vf-8^ 2'-" atL 9ti BEND
- V V
NNW
t oft SECTION E - E V Y'
SECTION F - F 3MI ' o= ' D/4
$40.16 84t1.18 CLASs
OR Ik-r�
L..,;r�t•��'� 4" MIN.
BEDDINGr'�..
\ ct�'I'I.f,'�
INJECTION MOLDED WT HDPE PIPE OR �� t' ;
TEE FITTING PVC SDR 35 (TYP)
CLASS "C" CLASS "D„ "? EA{.
03131
s"� BEDDING DETAILS ROOF DRAIN DETAIL WITH CLEANOUT
M MAN "r' C01e1iTE t1i10US1101R �
m M Ais ao Ille eTa aroR -a" IN wM " sm IT" 12• ea
1-1 {aN e�6l1ER. uE ar�i a c,1106 Y SM SM. DJ11Ya11 "a.m. 1� „�I t.., • N.T.S.
N.T. . T. S. . ,,pI
� � 1 ! I x f2w C�� 607111 O6 rY �Ri1�1. S' iM MY nN M RM Will" AT R O � �
yof Mx I }}} UM PCNri MOII t1O O01MtI W211M OF m e rarl Sur. p E� p
IF COMM PIPE IS SET IN rDT1UM rur OF M. ADD M Sur I
��
is iNoei am nr. NO. 10116I. W EXISTING GROUND
00NatO1aT 'rI1N FIMfc CIM1Ml lMiT011I11i. � �
I� TD. MANHOLE COVER,
- - ' L11rTAu a' rw+lolis AS DIRECI>! BY TIE MS6DE101. 1 '
' F= 00 a1''>, W.. AT WN IMP 09016 ON °1D sT TO I�1eo;N"�1. gin SEE SD 14-01 \
CHAIM ALL Davies COMM 11. `
'� \ D BACKFlLL TO
Y�J pwmW wr 10 aMA11• w \// IFIED PROCTOR
PL111M \\ \ PAVEMENT
/
rrrnM aw►te a I teloaEo © H MANHOLE STEPS
I
� :. AS SPECIFIED
m essac ooPnMetltMClaBrrAL� s ��\ �\\`
TOP P.f tF R � � fie. IN LLJ
_j
= 1-t aiAtaifls . Itto M:1AME J M ell
/ /
a i Cw)0 2 w -.� � �
^? Z RAM-NEK JOINT MAT'L �\
9 a` r- r a" p Q OR APPROVED EQUAL or,
a _ ILt A A a (TYPICAL) PRECAST MANHOLE \\\ \\\\
lam 6' g' 4'-(3` B` 6' C47$ SECTION, A.S.T,M• \\\ LOPE WALLS TO ANGLE OF
a v v w // EPOSE OF SOIL OR AS
M o _ 0I DOMEL iE \;\\ %\\` APPROVED BY THE ENGINEER
N - --r • W it
5' MIN.
"U = !4 `o SEE t1DrE SECTION iC-X oMNMfou Nam) WX. PIPE THIS SIDE � � r x EO
r" SECTION Y-Y F+ z CARRIER PIPE I S SPECIFIE \/
0'-6" M❑NOLITHIC // I \ PACTED PIPE EMBEDMENT
DzEISYCRe rro Fan tNMOP rrR.tr eA1e� oN IItIlt. Nl�Iext N w MIN.
C❑NCRETE BASE, \/\\ \\/ 90% MODIFIED PROCTOR
o 911101"M OF Soot a PIPE awe YMMoe aw"Ili1�IS Pat EFFLUENT EFFLUENT n
orlrE eF,at trtaatr �M. 11EIO1IT EM1TTor IN rood old PII"F LINE LINE 0'-6' 6 3000 PSI N
N C.M. D A 6 N N.E.
our FT. Mr. � i 1 2 H LaMIN. CONCRETE
0 1P' a'-O S •a• 0.2n 0.21f2 a -am 0.016 a.0118 �' • \�\/ �/\
MPACTED GRANULAR MATERIAL
_ /\� / IF REQUIRED BY THE
a. 7e _S o.a4r D.oPa a.aee SHAPE INVERT ¢ { 6' MIN. \ \
o ie - 8.7ar p o.a4r • t .
I NMI a.a14 Mt.oae o.aea eNEET t oP t �' r
t or t r _ a s -a o.222 a.21r2 a.alola a.tiae a. t>xr
1R" MIN, /\/ \ ENGINEER
84G,14 840.14 USHER ST❑
A - A f f CARRIER PIPE THRU M.H. N❑TE1 \/ /\//\//\/\
TO BE CENTERED, D.T. PIPE
*CONCRETE STRUCTURES ARE AVAILABLE IN BRICK. SEE 840.15 BRICK DROP INLET IN THE NCDOT DIVISION OF HIGHWAY STANDARDS. EXTENDED BASE MAY NOT BE REQUIRED WHERE MANHOLES PIPE WIDTH +24'
INTERFERENCE STORM DRAIN MANHOLE ARE GREATER THAN 4 FEET INSIDE DIAMETER TRENCH BOTTOM
PRECAST MANHOLE
N.T.S.
x N.T.S. STANDARD PIPE TRENCH DETAIL
N.T.S.
E
O
3•
No.
Revision
Date
�"�`
GSP
scale
on
Williams Walk SubdivisiDrainage
Town of Bur aw Pender County North Carolina
�
Storm Details
PREPARED FOR:
W3DdynnRicl-ar sson
Castle Hayne, North Carolina 28429
910-612-5134
WITHERS RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel:910-25t:-9277 Mx:910-256.2584 www.widwnravenel.com
Sheet No.
1000
Drawn By
asp
Date
July18, 2006
Checked By
GSP
lob No.
03050477.01
.... �- -------�-�-. - �-- ,-;w.r _- , ; .n - •,r {•, .. r tt. . s.l r, a ,,..sF ..
'� � fT LL• / r i - ' '•'M I' C.t.� 'f��l'.d T:i t�. 1.
' �, a 1 r � , t `' � � 3 . ,`:y;', 11 1 i` I �,i 1� I , '•`r ,I ' .', r': rr
ti �. ` � 1 � h . � 1, 'I '� r ll (� ✓` r I 4 V 1�. j, S I I '� I r I,'
r •r

W
a
20.0'
EL. 45.50
10.0'
I4-1 2.0'
24"
I__
a 0.5'
Z�
d EL. 42.00
r EL. 43.50
50YR Q= 61,48
Y"124
FILTER FABRIC 12 THICK CLASS
Q= CLH 3/2
H= 1.02'
ILTER FABR
12' THICK CLAS
'B'
B' RIP -RAP
RIP -RAP
50YR WSE= 44.52
FOREBAY RIP —RAP
EMERGENCY SPILLWAY
N.T.S.
N.T.S.
311 MAX
2011 SIDESL❑P!
FROM ELEV=4i
TO ELEV=43
1-INCH STORAGE
NORMAL POOL ELEV
-
800
E
311 SIDESLOPE
10 '
SIDESLOPE
iL POOL ELEV
EL. 38.00
POND BOTTOM
10 '
EL. 42.50
MAX
2flt1 SIDESLOPE
ROM ELEV=42
TO ELEV=43
611 SIDESL❑PE
RED TOP GRASS SEED
ALONG LITTORAL SHELF
(ARG❑SITS ALBA)
SURFACE AREA
SURFACE AREA
FORE BAY
FORE BAY
POND #
NORMAL POOL
ELEVATION
POND DEPTH
(FT)
1" STORAGE
ELEVATION
REQUIRED
PROVIDED
VOLUME REQ.
VOLUME PROVIDED
(SF)
(SF)
(CF)
(CF)
POND 1
42.00
4.0
42.50
16,034
16,948
8,712
8.286
POND CROSS-SECTION
N.T.S.
LENGTH
STORM DRAIN PIPE RIP-RAP
APRON
rw.La
FILTER FABRIC
PLAN
Teu wesPQ
1 \.-N.C.D.O.T. CLASS B
SECTION RIPRAP, MINIMUM
18" THICK, TYPICAL
RIP -RAP SCHEDULE
O
. DIA PIPE IN.)
{
LENGTH (FT.)
UPSTREAM
WIDTH (FT.)
DOWNSTREAM
WIDTH (FT.)
1
42
21
10.5
14
22
48
24
12
16
Revision
RIP —RAP APRON
N.T.S.
4'x4' REINF❑RCED CONCRETE BOX
❑R BRICK BOX
1' ST❑RAGE= 42.50
2' SCH. 40 PVC OUTLET -
NORMAL POOL EL, = 42,00
g;1 StiDE SLOPE
2 FT MIN
/ E
/
/
10-YR PEAK Q= 37.50 CFS
WS ELEV= 43.80'
100-YR PEAK Q= 69.90 CFS
WS ELEV= 44.61'
2_�O. 5 B5025'00''E 230.14'=> => => N` AN
I �' Y
��� _ _ :t; => =>
nn __ _
7 F S=;:- E— jj��
---------- ---- -- -------------------- — V4-------------_---------- — — — -------- -- —�— —— _ ----
_-_-- r _
45.00
------ -Y--- — -,�-__---------- - ----- ---- _� -_ ----T _--- _--- - _---------- �- ----
---- _----- --_--- _- - __g.3
00
--- - ----_ ...-�. -x/46� o /
-------------
GALVANIZED BAR GRATING V 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. M❑RTOR FRAME TO TOP OF
OUTLET STRUCTURE - 4' MAXIMUM TRASH RACK ❑PENING
RIM ELEV = 43.50 -
8' CULVER
r N INV. EL, = 41.00
r
3- 12'x36' OPENINGS PLACE 1/2' GALVANIZED
HARDWARE CLOTH OVER ❑RFICE ❑PENING WITH
STAINLESS STEEL FASTENERS
INV.= 42.50
6' EXTENDED BASE
OUTLET STRUCTURE DETAIL —POND 1 23
N.T.S.
Designer
GSP
Scale
10=5W
Drawn By
Date
GSP
July 18, 2006
Checked by
Job No.
GSP
03050477.01
Williams Walk Subdivision
Town of Bur aw Pender County_North Carolina
Pond Details
STORM DRAINAGE POND PLAN
SCALE: 1 "=20'
PREPARED FOR:
W. Delynn Richardson
3135 Rustic Lane
Castle Hayne, North Carolina 28429
910-612-5134
/ �x • / 20' EMERGENCY
SPILLWAY
ELEV - 43.50
J r41
X /87
74
�,\�u 1 /////
CNN C R 0 ���i
a EA r; -
03131
R Y g
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] Fax: [phone] www.withersravenel.com
Sheet No.
1091
_rj_j 7F r + i — T
1�
-1�
.il 4�1 41 rs��F�?7if
�tl�`��r�, f1 �'S��i�rj M•'
r t
+ {. it
:'� i,
.}f s :I. }; 1 "Ii5 ,
�1
! i.�'� a�!'•t4'j ai/ ! it
e�'

GENERAL NOTES
ASPHALT RAMP P
SI"r
I. LOCATION OF WHEELCHAIR RAMPS,
1, IN ACCORDANCE WITH THE RATIFIED HOUSE BILL 1296, ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSTRUCTED FOR
MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1,
1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTERS AND
SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW.
2. WHEELCHAIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS, HOWEVER EXISTING LIGHT POLES, FIRE HYDRANTS, DROP
INLETS, ETC. MAY AFFECT PLACEMENT.
II. CONSTRUCTION NOTES,
1. NO SLOPE SHALL EXCEED V=I' (120 ON THE RAMP OR SIDEWALK.
2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40' (3'-4'). WIDTHS MAY EXCEED 40' IF NECESSARY.
3. USE CLASS 'A' CONCRETE WITH THE SURFACE HAVING A ROUGH, NON-SKID TYPE FINISH,
4. 112' EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
5. CONSTRUCTION METHODS SHALL CONFORM WITH THOSE OF THE GOVERNING BODY WHICH HAS JURISDICTION OF THE PARTICULAR STREET.
III. ADDITIONAL NOTES'
1. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION RADII WHERE MARKED (SEE NOTE 6>.
2. THE WHEELCHAIR RAMP SHALL BE LOCATED SO THAT THE BEGINNING OF THE WHEEL CHAIR RAMP WILL BE TWO FEET FROM THE INSIDE
PEDESTRIAN CROSSWALK LINE.
3. THE WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REQUIRED TO ACCOMMODATE THE PEDESTRIAN
TRAFFIC.
4. STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN
COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN, OR OTHER LEGAL REQUIREMENTS.
5. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS, U.S GOVERNMENT
PRINTING OFFICE, WASHINGTON, D.C. 20402.
GUIDELINES FOR WHEELCHAIR RAMPS
/2- FIBER EXPANSION
1/2" JOINT WITH SEALANT
- 4" CONCRETE WALK
•DRAINAGE FILL OR
UNDISTURBED SOIL
SEE SOILS REPORT
NOTE:
PROVIDE CONSTRUCTION JOINTS AT 25' O.C. MAX.
IN EITHER DIRECTION WITH SQUARE FOOTAGE LESS
THAN 400 S.F. AND AT CURVES, TANGENTS, AND
CORNERS (UNLESS NOTED OTHERWISE).
CONSTRUCTION JOINT
N.T.S.
ASPHALT DETAIL FOR PARKING LOT
PAVEMENT DETAIL
N.T.S.
2,-0.
1-00 , 11--0r
-1/2- SURFACE COURSE, SF9.5A
" CRUSHED AGGREGATE BASE COURSE
COMPACTED SUBGRADE
2' SF9.5A TYPE 'I' ASPHALT
10
rn
F
C❑MPACTED iO 6' ABC STONE
EARTH o
MODIFIED VALLEY CURB AND GUTTER
N.T.S.
1 /8"
1 /8" RADIUS
6'
SIDEWALK
SECTION A -A
WHEELCHAIR RAMP (DROP CURB)
WHEELCHAIR RAMP
N.T.S.
JOINT (5' MAX. O.C.)
z-3600 P.S.I. CONCRETE
•-4 - a
- d
r\\ \\ \\
CONCRETE SIDEWALK DETAIL
STAKES
..':. SILT BARRIER
''..'.'.'''''' ..........- FENCE
GROUND
_-
CL o 4f
SECTION A - A
1 STAKE AT
EACH CORNER
•R4 A
A
eax
COr. :
--a
SILT BARRIER FENCE
NOTE: FOR CURB INLETS AND DROP INLETS
DROP INLET PROTECTION
N.T.S.
1 /$"
1 /8" RADIUS
INCORRECT
BARRIER SHOULD BE INSTALLED AT THE DRIP
LINE OF TREE BRANCHES
NOTES:
CORRECT
IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES
REPAIR ANY DAMAGE TO THE CROWN, TRUCK OR ROOT SYSTEM IMMEDIATELY.
- FENCE SHALL BE PLACED 1.5 TIMES THE DIAMETER OF THE PLANT
- REPAIR R130TS BY REMOVING THE DAMAGED AREAS WITH A CLEAN CUT.
- REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREAS.
- CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN
BRANCH.
LINE WIRES MIN.
#12-1/2 GUAGE
EXAMPLE OF TREE PROTECTION FENCING
N.T.S.
VARIES (6' MAX.)
]Ur- ainpumU M11.. )Yju UUM L_ STAY TIRES MIN.
#12-1 /2 GUAGE
\�
BOTTOM STRAND MIN. #10 GUAGE �\
STEEL OR WOOD POST -7
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE
3. STEEL POST SHALL BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
IN HEIGHT AND Y OR MORE IN DIAMETER
WIRE FABRIC SHALL BE FASTENED TO WOODEN
POST WITH NOT LESS THAN #9 WIRE STAPLES
1-1/2" LONG
JOINT (5' MAX. O.C.)
�--3600 P.S.I. CONCRETE
a a'
f A f
<<< /"N��/,I\x
XX
COMPACTED SUBGRADE
SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS
GENER
AL NOTESj
A GROOVE JOINT 1' DEEP WITH 1/8' RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2' EXPANSION
JOINT WILL BE REQUIRED AT 45' INTERVALS. A 1/2' EXPANSION J❑INT
WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB & GUTTER
AND ANY RIGID STRUCTURES.
IN SIDEWALKS & PLAZA AREAS EXPANSION J❑INTS ARE REQUIRED
AT NO GREATER THAN 30' INTERVALS
CONCRETE SHALL BE 3600 PSI. IN 28 DAYS. CONCRETE SIDEWALK
N.T.S.
COMPACTED SUBGRADE
FILTER FABRIC
FILL SLOPE
GROUND LINE
ANCHOR FILTER FABRIC
SKIRT
SILT FENCE
N.T.S,
FLAN VILW
50' MIN.
r6' DIVERSION TO BIRECT RUNOFF FROM R/W
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S.
FII
NEVER CUT A LEADER
PRUNE PROPORTIONALLY TO
COMPENSATE FOR REDUCTION
OF ROOTS AND TO PROMOTE
NATURAL CHARACTER OF
GROWTH; HOWEVER. PLANT
SHALL BE THE SIZE SPECI-
FIED AFTER PRUNING HAS
BEEN ACCOMPLISHED.
(3) LOOPS RUBBER GARDEN
HOSE TWICE THE DIAMETER OF
THE TREE TRUNK
TWISTED GALVANIZED WIRE,
NO. 9 GAUGE
(3) 2"X4" STAKES AS APPROVED
BY THE LANDSCAPE ARCHITECT
WRAP TREE TRUNK WITH
BURLAP, HEAVY CREPE PAPER
OR OTHER MATERIAL IN 6"-10"
WIDE STRIPS
TREE SHALL BEAR SAME REAL-
TIONSHIP TO FINISHED GRADE
AS TO PREVIOUS EXISING
GRADE
CUT ROOTS AS NECESSARY
IN CONTAINERIZED PLANTS
THAT ARE POT BOUND
SUBSOIL BROKEN W/PICK
THAN WIDTH
OF BALL
TYPICAL DECIDUOUS TREE PLANTING DETAIL
N.T.S.
PRUNE PROPORTIONALLY TO
COMPENSATE FOR REDUCTION
OF ROOTS AND TO PROMOTE
NATURAL CHARACTER OF
GROWTH; HOWEVER, PLANT
SHALL BE THE SIZE SPECIFIED
AFTER PRUNING HAS BEEN
ACCOMPLISHED.
4" MULCH
SAUCER WIDTH
FINISHED GRADE
PLANTING SOIL TO BE
WORKED -UP SOIL DUG +,
FROM THE PLANTING HOLE +•
SUBSOIL BROKEN I
W/ PICK II
CUT ROOTS AS NECESSARY VARIES
IN CONTAINERIZED PLANTS 2' GREATER
THAT ARE POT BOUND
THAN WIDTH
SHRUBS SHALL BEAR THE SAME OF CONTAINER
RELATIONSHIP TO FINISHED GRADE
AS TO PREVIOUS EXISTING GRADE
TYPICAL SHRUB PLANTING DETAIL
N.T.S.
SEQUENCE OF CONSTRUCTION
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON
EROSION & SEDIMENT CONTROL PLAN.
2. INSTALL PERIMETER CONTROLS (TEMPORARY DIVERSIONS, 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. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING
MEASURES ARE INSTALLED CLEAR AND GRUB SITE WITHIN LIMITS
OF DISTURBANCE.
4. UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL
AREAS WITH TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR 21
DAYS.
5. ONCE THE ROADS, SANITARY SEWERS, WATERLINES AND STORM
SEWERS ARE IN PLACE, INSTALL INLET PROTECTION AND OUTLET
PROTECTION AS SHOWN ON THE EROSION & SEDIMENT CONTROL
PLANS.
6. UPON BRINGING THE ROADS TO SUBGRADE ELEVATIONS,
STABILIZE THE AREAS BY PLACING STONE BASE AS EARLY AS
POSSIBLE.
7. FOR TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED
AREAS SEE NOTE REFERENCING THE EROSION CONTROL PROGRAM
AND SPECIFICATIONS.
8. 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.
GSP
Scale
i•=�o'
Drawn By
Date
GSP
July 18. 2006
Checked By
lob No.
GSP
03050477.01
Williams Walk Subdivision
Town of Bur aw Pender County North Carolina
Typical & Erosion & Sediment
Control & Landscape Details
v '*,. :i,:. .+.�. ,fir .f .. •y.4,iel..'IiF}e.,t:lA .1i,.�ti„ e.l,'ti,f
. . , .. ... . _ . .. ...... .... ... F^s• i r r.t •1!aa.�3 i .i'�:'1 .r: .'-',R� •r h,
PREPARED FOR:
W. Delynn Richardson
3135 Rustic Lane
Castle Hayne, North Carolina 28429
910-612-5134
WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910-2S6-9277 fnx 910.25&2584 www.withemavenel cam
Sheet No.
1100