SW8060725_APPROVED PLANS_20060911

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
f�
WYYMMDD

Site Development For
MAGNOLIA TRACE INDEX OF SHEETS
SHT 0.0 COVER SHEET
SHT 1.0 EXISTING CONDITIONS PLAN
SHT 2.0 GENERAL NOTES
SHT 3.0 LAYOUT PLAN
Ir )VV 41 t 4 S SHT 4.0 UTILITY PLAN
SHT 5.0 SANITARY SEWER PLAN & PROFILES
SHT 6.0 GRADING PLAN
Site
JULY 24/ 2006SHT 7.0 PHASE 1 EROSION & SEDIMENT
CONTROL PLAN
01111111 SHT 8.0 DRAINAGE AREA & EROSION, &
WILMINGT10N, N� I TH C)l IIZC)LINA SEDIMENT CONTROL PLAN
SHT 9.0 LANDSCAPE PLAN & SPECIFICATION
TABLES
I 1 SHT 10.0 TYPICAL & LANDSCAPE DETAILS
SHT 11.0 EROSION & SEDIMENT CONTROL &
I I POND DETAILS
i I
I I SHT 12.0 STORM DRAINAGE DETAILS
VICINITY MAP SHT 13. 0 WATER DETAILS
(N. T. S.) I � � I
I I I I SHT 14.0 NEW HANOVER COUNTY SEWER
I I k I Silver Lake atlst Churctl D.B. DETAILS —SHEET 1
t 34 493
1 7adng: R-15
�� €��
— — --� --- -- — — SHT 15.0 NEW HANOVER COUNTY SEWER
r er.reer [iL
I DETAILS — SHEET 2
I
1 I ! 1 71 12 13 14 15 16 17 18 19 zo z 1 z2 23 24 %Ile SHT 16.0 NCDOT TURN LANE PLAN
LEGEND 8 9 10 ;
7
f 6
4 :'r7 i_ -7 "MFt l'_ •'r.Y-s± ,,} _1•� :r:�Y:;:� •?4 Sp,
DESCRIPTION EXISTING PROPOSED I
=. 1f'yti-1 f i ='r.: '?t`.d F'r',`.- _::..4. .P•-= ,
Q l:t.
i i 2 3 `F
SITE DATA
PROPERTY BOUNDARY --- -- ----- I
;71
� _ �::. ,
32
EASEMENT — --- — — — — I I I I o ,
{ 29 =' 34 ! South College
STREAM —... —... — _� I O 26 27 28 h. - s" 35 D.B. 1847-498
.,:. Associates 1. TOTAL TRACT AREA — 279,696 SF (6.42 ACf)
z5 TOTAL DRAINAGE AREA TO POND — 204,470 SF (4.69 ACf)
I I a l I _ ., t; • r-' 3 Zon€ng: R-15
i 37 ,� 'r'. use: vacant
t :t r= 111^�
STRUCTURE nrrrrr.rrr.rrarrrrrr.■ I^. � I -��- `-.y.
2. IMPERVIOUS SURFACES:
MINOR CONTOURS — — — — -- $ — — — — — $ I M z I ; ;1. >s =� ROOFTOPS -- 69,380 S.F.
is ;:::; i — 28,040 S.F.
J 3r :t t 'K _* - ;,:: 40 39 lee
PAVEMENT
MAJOR CONTOURS — --- ---10— -- — _ :•_ , : r 4 r a� CONC. WALKS — 6, 080 S.F.
!° 4z
GAS LINE — � — — - - — —G 1 , i 50 49 46 45 43 ' / �/ / Treetops
! — PERVIOUS CONC. DRIVEWAYS — ? 9,fi68 S.F.
0.8. 3888—,eS
OVERHEAD POWER —OH P- — -OH P— , i I I ; 48 47 '" — �� = — — Lana se. S,�e ML/ POOL FACILITY 4
I —
_ TOTAL — 125,568 S.F. (37.9%f) SITE
TOTAL — 125,568 S.F. (61.4%f) POND
WATER LINE — — -- — — w i I II I
I R0°a Treetops SEWER LINE --S s —S� ��5� wdos M.G. 1
37.731 FERAL NOTE5:
SANITARY SEWER MANHOLE 0I--'"_, Bg-�g-�,e
_ _ _ 1. NEW HANOVER COUNTY PARCEL NO.:
STORM DRAINAGE PIPE t• j I , ' y
_ _ _ 3134(05) — 09 — 8480
r -� F _ 3134(05) — 09 — 9331
I l � --�
STORM DRAINAGE STRUCTURE Q L J . I I ` 3134(05) — 09 — 9184
TREE I 1 OAK i I i I I Vkm 2. ZONING DISTRICT. R 15ROLINA BEACH ROAD
s� �
3, LAND CLASSIFICATION: DEVELOPED
CONCRETE : i : •> : ` :..
4. THIS PROPERTY IS NOT WITHIN A SPECIAL FLOOD ZONE AS
I DETERMINED BY THE FEMA MAPS.
SILT FENCE ��� ���
TREE PROTECTION FENCE TPF�PF— DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW
FlRE HYDRANT ASSEMBLY �! —N-� HANOVER COUNTY, THE CITY OF WILMINGTON do THE STATE OF
p NORTH CAROLINA REGULATIONS.
PREPARED BY. ���� �r
OWNER
r
WITHERS RAVENEL����.�
MAGNOLIA TRACE TOWNHOMES, L.L.C.
ENGINEERS I PLANNERS I SURVEYORS
416 OCEANA WAYS
,,� L llEtilifr .
7040 Wrightsville Ave, Suite 101, Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
CAROLINA BEACH, NC 28428 www.withersnvenel.com
Z�:
'Q SEAS =
03131 : yr .rye,? O&V 77
U1 CJ I
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PROJECT: MAGNOLIA TRACE TOWNHOMES
W&R PROJECT NUMBER: 03050597.01
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I IN
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! 23.01 j I xj �1. , `x 23.46
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22.13 a6 .23 0.6lyi"� Ix 21,9D x 22.11 r 1417�' (9.
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o 22.55 // I x 23. 86 D t` I ? 4
I - - 23.60 2S I �.
1 I ; o0 1 I 1,( --- _ ' 15 x1�0.5, x 223.31 x 25.39
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2 .a4 ! x 23.5D �3.11
'f9 x-1 71 x l� .79 / ( ! x 23.2Ei j 2
----` ; %' 1 x 23.84 f x 23.17 x 23.15 0,
4� 42 , x' 3�,` 25 i 11 x 23.23 /y/ r
I
09 !; x x 25 x 23. -- - x 24,75 ! - x 23.64
I
l x 23. i6
I iy Il; kf I x 19.16 ! i x 23.41a 23.72 23.09 r
0 1 1 7 l x 4. 23.57
6.89 r
f \ , x , \ x x
x x 21.25 1�9c1� 1 ', / / .�
�} >22 19 _ _ ,'' ,' ,;! ,; X '19 % 'i `+, 24.04 -',r -- x 22.68 `, /
V ' -
I x1213` I x 20.90 'x x 4/28 ,`-- � / � � .��--'',••
' 1' x x 22.52
I` I ,, 23.9 000
(T ' ,-' STING ? g x 21.32 it \ x 16.00 / rL x 2 .63 x 30�--' r
1'( ;''` ON D TOgg1 --- x 23 '
� 2' I �v [ 31 ,' 1 23. 26 x c2� �` � ,•�'' �'•'!
22�� I ,X '" x 2 ,�0 ,x' . I
1 I . x 2b.58 / 0 ''� ' ', x 23.� ' i /
?2.78 2 j I, i t w' BE FIL -�8.,' x 2a., .5a ' x 22.62 '!xx 60
�'�.3 0.1
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1 --- -
11 ' i-/
I3'�98 }+ TREE PROTECTION
I� ` 1 - -
' 'cN'. I ' j lobo0.424, +` x 23-65 ; ` FENCING (TYP) '���«�3.67 .01 / / n /F
2.86 12 3.2 4 I I I _ l" ------ --� --- ' .00, _ I
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j i s C i x)26F.U6 i �' '
x 19.40, 1 EXISTING TREE TO x : 4 i' ��. / 66- -
I x 22.45 BE REMOVED (TYP.) x 85 -:i .. _-- 23.49 �'��'
82 x 21.26 1 -_- �� �
N 1 1 88 - -```'-x�?.1C�0
j 3; 22 I -- - -x 2 84 Land Use. Access i
�--` -�
Q! Open Space I
x 23.08
�. �.► ~ I+I 1 / + 4 `Y 'Y`Zr) -
Qq� 1 90 1 1 ^ _- -"` -�- e ll�� x 2z-.�� DRIP LINE
- �_'l- - �j�J _ r
I, I;' ;` I I 1.21 51 .81
x 23.15 " �'�� p r,� a _
I I I I I Vi I f I ►-/000
1 68 �� _ _ _ METAL STAKES
--� 0 _ - WOOD OR
_- , '! � r� ` `..�'rs'f �.•_ - I
1.72 _ '"' `jg _-- --- r I -
20. T �l 50 3 - r • r
file'60 _- 6
x 23 4,_ `
2.91 I I th I I Ili, !, I 30 2 0 __-` - r Treetops
' l l ih II k,'I r04 �� ���� o
7 + l --
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11< 20.02
4•1�$6 A
ALL BOUNDARY AND TOPOGRAPHIC INFORMA11ON TAKEN
FROM A MAP PREPARED BY ARNOLD W. CARSON, PLS,
PC.
Designer
GSP
Scale M '
1 =30
Drawn By
Date
GSP
July 24 2006
Checked By
jab No.
GSP
03050597.01
Magnolia Trace Townhomes
Masonboro Township New Hanover County _ North Carolina
Existing Conditions &
Demolition Plan
PREPARED FOR;
Sass & Schwenker, L.L.C.
416 Oceana Way
Carolina Beach, North Carolina 28428
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
x 23.02 x 23.31 /
x 23.E
�- 97 „�-2.31
.71
if .59. x 2-1. �13. 44 /
x �OW44
/
' x 23.51
56 x 23.44
IGT.
NCTE:
PRIOR TO ANY LAND DISTURBING ACTIVRIES,
TREE PROTECTION FENCES SHALL BE IISTALLEO
ALONG THE DRIP LINES OF ALL EXISTING TREES
L48UM AS TO BE RETAINED; NO STORAGE
OF MAMMA FILL, M. AND NO PEDESRAIAN
OR VEHICULAR TTtAiM SHALL 13E ALLOWED
INSIDE OF THE FENCES DURING CONlin CTTON.
Tree Protection Fence Detail
\�IW ' I//,,
A
03131 -
% G 1 NEB
?
/j
C1� I1 O6
a I+
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.
100
--......
- -----
Tj
i

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 NEW HANOVER COUNTY, THE CITY OF WILMINGTON
AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND
VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE
CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS.
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING
EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED
WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES:
1. ALL TOPOGRAPHY, BOUNDARY, AND UTILITIES, HAVE BEEN TAKEN FROM A MAP PREPARED BY ARNOLD
W. CARSON, PLS. PC.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4, CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'
BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -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.
DEM LITION 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
Drawn By
Date
GSP
July 24 2006
Checked By
lob No.
GSP
I 03050597.01
EROSION AND SEDIMENT_ CONTROL NOTES
EROSIONCONTROL AND SEQUENCE
QF_ CONSTRUCTION NOTES:
1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS.
2. PLANT GRASS OVER ALL GRADED AREAS WITHIN 21 CALENDAR 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 THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT.
5, WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NEW HANOVER COUNTY.
6, PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE
INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES AND NO CONSTRUCTION WORKERS,
TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
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.
5. INSPECT TEMPORARY SEDIMENT BASIN AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE
SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE BASIN. SEDIMENT SHALL BE
DISPOSED IN SUITABLE AREAS AND IN SUCH A MANNER THAT IT WILL NOT ERODE OR CAUSE
SEDIMENTATION PROBLEMS. THE BASIN EMBANKMENT SHOULD BE CHECKED REGULARLY TO
ENSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION OR
CONSTRUCTION EQUIPMENT. EMERGENCY SPILLWAYS SHOULD BE CHECKED REGULARLY TO
ENSURE THAT ITS LINING IS WELL ESTABLISHED AND EROSION RESISTANT
6. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL.
REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE
THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE
CONTAMINATED PART THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE
DEPTH OF THE SPILLWAY TO ENSURE IT IS A MAXIMUM OF 1.5 FT BELOW THE LOW POINT OF
THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY
ABOVE THE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACE
IMMEDIATELY.
AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE
THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE
ADJOINING AREAS AND STABLIZE PROPERLY.
STABILIZATION NOTES
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTHER
UNSTABILIZED AREAS.
Magnolia Trace Townhomes
Masonboro Township New Hanover County North Carolina
NERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE.
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED.
SITE NOTES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
3• CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
8. CONTRACTCR 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 I-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 CONSTRJCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
13. FOR BUILDIN^ DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
14. ALL DIMENSDNS 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.
17. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS ARE TO BE
THERMOPLASTC AND MEET CITY AND/OR NCDOT STANDARDS.
18. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN
TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES) STANDARDS.
GENERAL U_;ILITY NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NEW HANOVER
COUNTY AND NCDOT REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND
IN THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON
THE DRAWINGS.
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS
INDICATED OTHERWISE ON PLANS.
PERMANEN i SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH - JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILZER.
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,
General Notes
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 UTIUTIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
UTILITY NOTES:
1. PROJECT SHALL COMPLY NTH CITY OF WILMINGTON CROSS
CONNECTION CONTROL REQUIREMENTS. WATER METER(S)
CANNOT BE SET AND ACTIVATED UNTIL ALL REQUIREMENTS ARE
MET AND NCDENR HAS ISSUED THEIR "FINAL APPROVAL".
CALL 343-3910 FOR INFORMATION.
2. IF CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION,
HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST
PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW
PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF
THE WATER METER BOX.
3. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER
SHALL COMPLY WITH THE CITY'S CROSS CONNECTION
CONTROL REGULATIONS. CALL 343-3910 FOR INFORMATION.
4. WATER SERVICES CAN NOT BE SET AND ACTIVATED ON NEW WATER
MAINS UNTIL THE ENGINEER'S CERTIFICATION AND APPLICANTS'S
CERTIFICATION HAVE BEEN PROVIDED AND N.C.D.E.N.R. HAS
ISSUED "FINAL APPROVAL." CALL 343-3910 FOR INFORMATION.
5. WHEN PVC WATER MAINS AND/OR POLYETHYLENE SERVICES ARE
PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED
COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED TO
THE PIPES NTH DUCT TAPE. THE INSULLATED WIRE IS TO BE
STRIPPED TO BARE WIRE AND SECURED TO ALL VALVES AND FITTINGS.
THIS WIRE IS TO BE ACCESSIBLE AT ALL FIRE HYDRANTS AND WATER
METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
6. ALL COMMERICAL WATER SERVICES AND ANY IRRIGATION SYSTEMS
SUPPLIED BY CITY WATER SHALL HAVE A BACKFLOW PREVENTION
DEVICE ACCEPTABLE TO THE CITY AND APPROVED BY USCFCCHR
OR ASSE. CALL 343--3910 FOR INFORMATION.
7. ALL UTILITY SERVICES, SUCH AS ELECTRIC POWER, CAN, AND
TELEPHONE SHALL BE INSTALLED UNDERGROUND.
S. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO
PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
9. ANY BROKEN OR MISSING SIDEWALK OR CURB & GUTTER
SECTIONS WILL BE REPAIRED OR REPLAG .D AS NECESSARY.
BE SCREENED BY AN OPAQUE FENCE OR KEPT INSIDE BUILDING.
10. MECHANICAL EQUIPMENT & ALL TRASH RECEPTACLES SHALL
BE SCREENED BY AN OPAQUE FENCE OR KEPT INSIDE BUILDING
11. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF EXISTING UTILITIES ]URING
CONSTRUCTION. CALL U-LOCO AT 1-800-632-4949.
CALL BELLSOUTH 0 1-910-392-8712.
12. 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
13. NEW CONSTRUCTION SHALL BE GRADED VOR POSITIVE
FLOW TO EXISTING DRAINAGE PATTERNS.
TEMPORARY SEEDING -LATE WINTER EARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SPECIES RATE (LB/ACRE)
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIED-MONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
FALL
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
Seeding dates
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 -- AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10--10-10 FERTILIZER.
Mulch '
�,• '.-7 -
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A •4 L
MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS = 03 EAA =
A MULCH ANCHORING TOOL.
•
Maintenance .,�C���;GI.NelZ
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH RRIY S
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
p� 1,� Gb
PREPARED FOR:
Sass & Schwenker, L.L.C.
416 Oceana Way
Carolina Beach, North Carolina 28428
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
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Designer GSP
Scale#"=30'
Drawn By
Date
GSP
July 24. 2006
Checked By
job No.
GSP
03050597.01
Magnolia Trace Townhomes
Masonboro Township New Hanover County North Carolina
Layout Plan
PREPARED FOR:
Magnolia Trace Townhomes, LI.0
416 Oceana Way
Carolina Beach, North Carolina 28428
`\Ali�ti�itt
0" �/"
4 SEAL r; _
031315
• • 1
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GRAPHIC SCALE
( IN FEET
1 inch = 30
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910.25&9277 fax: [phone] www.wkhersmvend.com
0
Sheet No.
3.0
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Q223.04 i-1 f� ;� ,�j l-'��`� �___xa$.71 x 19.79 `I !r ,' ` , 1 yy II x 23.84 i i x 23.17 x 23.1 `1 i
X5.25,� 1 r, f x 23.23 �,_�
�X /' ,�' / I I x 23. ,N~--' x 24.75 (' x 23.6T t ,'Y�~ _�-__ '
1 ,X �,' !r z x ��25 �i �i` x 23.7i r1 /�r
07 I I ,I t1 `1G x 11� t w'.9.16 , rr 1 x 23.46 `, x 3.72 f' �. x 23.09 x 23.57
Q I 111 x 1 .7� 4.1016.89 � � r y � � / II
I�� ltll__i11 �19 x i' /' x g I i `� `` r __ i/
` tll+ • I`�:� 2'25 x 11� r r , >xZV14 //
x r371 'I ,/ �/ �� // x `124.04 , 11 x 22.68 /
I �r i I /
C= I x�+ z I �,�21�' x 20,90 �,�� x 4. 1 �,28 ��' ,'��- ' x 21.32 It ,��` x 23.90 1 - ___- % x 22.52 x 16.00 h ;'2 .63 x �•3.30 /�/ _
Zw.I it + Irr I '� 4� j � 1 ,,-"_�'. 1 i�� x 23-26 xx 2 '/ 60 2�4,-
,22�g2,80 1.01
I I I
I f i'tI x 2+0, 8 f x �8�96' / x 1 x 23.� x 22.62 / -%i" 60 ///
2.78 23 I '-i'8�.413 g 20.7 -0.50- I � � "� i
1 j f ;x � wx x ic�l�.J ,3 _ _ -' �i x 22.69� x 23.6P 1� /-, �, ./ ///
+�t I t I xj�;98 ,' I ti r 1 � =-" - � / 011 /
` t� - y ��3.67 s
I l I� I l I , p 1 / /
' i
I �✓ C l 1i 1111 I - 4 �� x x 20. E x 23.65 -_ -Y- . �/ //� �. ' I
' C - _ --~ _-__ - p
86 23.24 I � � -- - - / T
wit `1'9 ' / /' I t �''t�
t I,i` ~�ti --71-9 x 21.09 ' r / r;.rl
i x 5 I
I I 1 1illity` I I '� x r X'Q2x 22.07 t� yy �' /�/ �/� i;'•u. ,, �I"'�G. I
4 ,, ,' K �/ � D.B. 3966-163
I I i b y i I1 y x 22.45 x 23.08 yt 23.49 /
I I i sI j i i1611. .'' r i � - � /
ti 82 /
I � I I '�� / � ` - _ ,• x 23.97 �, - __ r x 3 � �/ ZOnir�g. I
I N I fi , j x 21.5 21.88 --____ -' ��- t� t
��, I x 23-33 I _-'"�� _-x 23.-W4 Lang, Use: 4,cce .S �S111 ."
a3 2 - � �- 5,mt. 0pe'n Space
-- ' Q.¢_ -��y` i / x 21xi121.90 �t y,'` _- SIB x
jr 2
3
x 23,31
. 23. 3t
Jr2 .67 /
4 /
x �.�
.44
x 23.51
56 x 23.44
SEDIMENT
DRAINAGE
REQUIRED
PROVIDED
TRAPPING
AREA
STORAGE
STORAGE
DEVICE
(1,800CF/AC)
(CF)
SEDIMENT BASIN #11
4.69
1 8,442
1 33,353
s \ 1 oil r. ,
r, CP I i fA I 1 i 1,/i' _ _ x 2190 1...�PcC -
f)A -e _ -
I I y1 i I lil rrl ' ,I I 21 21 21.81 n1 �--------
x x 22.51 �`� x 23.15 x-
I x 21.68,1r
I I I I l t +t� I r I I/ D T �� `~-- V ` -
I I I l t it t r r1 I n
{ Ir,II:II1 �/I 21 72-
1
9 1 x 2:.
r I 2 - .%� - x 23.�'� - TEMPORARY
1 ■ x 2.60 -
8 �' C- O �' DIVERSION f f C Tops
22 1 2 .60 5 Q- ��� �' o p
'.91 I llt I:III t t- -
�Nlltf II+ ' �-
! CNI1 III O _- - h
I _ _ _
I i ill oil 2 .14_ - _.-��i� C� __-•6$ 1
I II I I I + \ - y - , .�!" _ �, _ 18' MIN.
1 t i It II i y `�'' �` �� �- 1
-
123.26 I i iii *fIII I _'� i� x2 .49
j1!'xZ1�� \\6 1
� 1
I ` -
I x 23. �2• _��
I� I x 5.71
wo
I I •�2�31 / 1
I 1C896 20.02
IEx.
5 34 1,89
To ' 1 1
I P l f
Inv 1. $6
EROSION CONTROL NOTES:
PROPOSED PONDS SHALL BE USED AS
SEDMINET BASINS. CONTRACTOR SHALL
REMOVE ALL SEDIMENT TO THE DESIGNED
ELEVATIONS AFTER THE SITE HAS BEEN
STABILIZED.
1111111- DIVERSION DIKE
PP-
./ -COMPACTED SOIL
'r..•..
FLOW
4.5' MIN.
TEMPORARY DIVERSION
N.T.S.
GRAPHIC SCALE
15 30 60
( n1FEET )
1 inch = 30 ft.
120
Deal GSP
Scale
1
Drawn BY
Date
GSP
Ju 24 2008
Checked By
Job No.
GSP
03050597.01
Magnolia Trace Townhomes
Masonboro Township New Hanover County North Carolina
Phase 1 Erosion & Sediment
Control Plan
PREPARED FOR:
Sass & Schwenker, L.L.C.
416 Oceana Way
Carolina Beach, North Carolina 28428
WITHERS & RAVENEL
ENGINEERS 1 PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910-25f►r9277 fax: [phone] www.withewavenel rnm
Sheet No.
6*0

n/F
x x 22.93 x 21.81 51 Iver Lake Baptist C- 3urch
23,5 I x 23.46 D.B. 147 ! -- �26 2 .58
TIE ROOFtj: on I n q : 1<' - I DRAINS TO
A
x 23.02
• [r„�I'�I e•:.- � • I-=ii�i0 Z. •• -- �'�� "��;:--��.�.'� :�oj� _ �;' �,� _ ��'�� ,j_r-#or�� � .. _ �r � +�., �. ; I � . - ►fir- i •
a " 5)�' � r� � .+r • c _ T• _ -ri ► �•,..i •WO NO
lr�� �! •�� ,�•!•►�r�i r I `7 SA�`�I�.►'"�. - `" • •
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•fill
•
r • I
`r• nw and P AWP
.70
r.I F
. ■ • Illf ■ 1 • I ■ . _ .
• i • r rA., t1i�0' • ■ • ■
. ■ : IN
,
ICLEARING
LIMITS
1 :NOWX�.
.�5�•r_�1 ii •.',:'�ri .�i � / I�.; S:��"a+ :� �i��r �,� r'!A• ■ 1■ ■,_ 1r 'tr •
I�..�..� ��=►ems= ��... �LJ� �� �=••wri��r�,rrllr.w��
I • � l IL7•r�ll� /�" ..yy
r
/ •Ope
1, "iasmll SPOC
OEM 9
%� •' `i \�
•� 1 f
111 l+ 'f�
r 1 / �•, L.`� a , �� n..� n •.��1 \ L . r "y , 1. ►.1,11► r
'71i'l •�1111 �' i�/ f�� �,� �' ff%/.:.5 A � �
i f: 7�•.� o _ .�►�� �� �i 1:f��•Y�t. ���s':- / >� � �;!"r
y y�
22.76
22.70 23
Lc
22
'L S .62 s
; l i N .1
■
■ •' • • /# ►
�f f. :; .a i �., i s , .
• - .73
/ CLEARING LIMITS A, 2 88
23.
2
6 x 2 .51
F
x 23.31
' I J
22- 23.13 838.01 X/1 X 18�69-j / 50 2 x / x/L2.62 + 23 �' / fi0 /
2. 78 • ! / x 3 X 1 Fes. W, 30 x 23• / / 1. ALL STORM SEWER TO BE HDPE ADS, N-12. OR EQUIVALENT
/-U 13 �. x 3 7 / 6 23 /� 2. ALL RUNOFF FROM ROOFTOPS TO BE DISCHARGED TO STORM SYSTEM
/ DRAINING TO POND,
x •9 2 1 I % - 67 / / �':' 3. POND WILL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF
20. / i F 1 3/ / f EMERGENCY.
�4 I1 _ _ 2 _ f
`V II 1$ 21 09 �' - - GPR �/ x Treetops 4. PRIOR TO USE AS A WET DETENTION BASIN, SEDIMENT BASIN WILL BE
X r x MUCKED OUT.
E j I III ' x �2 g X 2 .0 I x ` X i / / N -� r C - 5. THERE ARE NO WETLANDS LOCATED ON SITE, PER SITE VIST BY JENNIFER
I 1 I x I -1 3 x l 4 �- - /♦ D. B. 3 q 6 (o -;� 3 FR1rE (usAcoE) ON 03/09/2006.
I 1 II t / - 23,49 /
I I III IK I I � 22. - x 3.08 r .2 •p� _!- '! / /
• I I I I 1 x 21 x � L x 23.97 `GN'tk 2 � � I_ � 3 / Zon'nq : 1, - E
I 1 21. 2i.88 _ ~ - 3 �'_ Land Use: access Esn�t.,.,
3`' r I x �' FF_ f x 23.33 ���_ _ f STORM COMPUTATIONS
P /I eq 4 03 : _ �- 5r o 0per; Space
2,711 �c
4 2 23 36 x S�
21,90
,� I 1 1111 I I x 21. 81 - x - ! 1� (�►�P'
1 22.51 23. xx2 1
x 23.(-30
I III Il�II � �
I II II II! �t _- -�� _ - C ARING
23• .9 1 60 23.45 -LIMITS
I I I I 11V�• - --
91 ,III III 1\ 12 _�'°r� o
°= f Treetops
I ll; ll l +23 I"i B 37.331
IFT VA
23.26
1 I I I I I I! 22.49_
2 -
213.
IIOU
8.
x2 - � t
l � os
1� 61 2 0.0 2
¢
//Ex. 5 1.89 1
Top 22.3 I
Date
Der GSP
Scale
1 •=30'
Drawn By
Date
GSP
July 24, 2006
Checked By
lob No.
(SP
03050597.01
Magnolia Trace Townhomes
Mamnboro Township New Hanover County North Carolina
00-0
0.000,
N
1 -- - s-
rn .. ,;rt
•�
tr r r`
,j --
1,., 1�M•}.
,. I,-
�.r:�,. l..�i.. A .. .. .., „ .. ...s,. ,.i. r .,'�... 1.
' y
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5S,���,I-;j
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l
1
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f
v
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ti 1 r• I' 1� �.., f
.t it r;p ••M.=1' /�PI'rr.
!.. -�.l a i {, t .ti, �I,. t j.
, ,S�l
STRUCTURE
LENGTH
DIAMETER
TYPE OF
SLOPE
INV. UP
INV. DOWN
RIM
COMMENTS
FROM
TO
ft
in
PIPE
ft
ft
ft
2
1
90.8
30
HDPE
0.30
18.47
18.20
22.88
2-1
2A
1 2
104.1
15
HDPE
0.30
18.78
18.47
22.60
2A-2
3
2
268.5
30
HDPE
0.30
19.28
18.47
23.75
3-2
4
3
115.2
24
HDPE
0.30
19.63
19.28
22.60
4-3
5
4
107.8
24
HDPE
0.30
19.95
19.63
23.10
5-4
6
5
7&5
15
HDPE
0.75
20.54
19.95
23.20
6-5
8
7
73.4
24
HDPE
0.30
18.22
18.00
23.25
8-7
9
8
71.9
24
HDPE
0.30
18.44
18.22
22.00
9-8
10
9
82.5
24
HDPE
0.30
18.69
18.44
22.25
10-9
11
10
121.8
24
HDPE
0.30
19.06
18.69
22.50
11-10
12
11
102.5
15
HDPE
0.30
19.37
19.06
22.75
12-11
13
9
73.9
15
HDPE
0.30
18.66
1&44
22.25
13-9
15
14
38.00
15
HDPE
0.39
19.00
18.85
21.75
POND OUTFALL
17
16
69.00
24
HDPE
0.47
17.21
16.88
N/A
ROAD CULVERT
R1
11
126.4
12
HDPE
1.00
20.63
19.37
23.00
ROOF DRAIN
R4
R1
143.8
8
HDPE
0.50
21.35
20.63
23.50
ROOF DRAIN
R2
R1
69.0
8
HDPE
0.50
20.98
20.63
23.50
ROOF DRAIN
R3
R2
122.8
8
HDPE
0.50
21.59
20.98
23.60
ROOF DRAIN
R5
6
122.0
12
HDPE
1.00
21.76
20.54
1 .10
ROOF DRAIN
R6
R5
143.2
8
HDPE
0.50
22.85
22.48
24.20
ROOF DRAIN
R7
R5
135.8
8
HDPE
0.50
23.59
22.44
2410
ROOF DRAIN
rmEr't1RCiJ rvR:
Magnolia Trace Townhomes, LLC
416 Oceana Way
Carolina Beach, North Carolina 28428
�jl4llf! 1
a SEAL
031315 -
GRAPHIC SCALE
30 0 15 30 60
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910-2W9277 fax: 910-25&2584 www.wkhersravenelxom
120
Shed No.
7.0

Revision.�■�_
I I I I
I { 123.51 I
{ {� 23.19
! x
xi -
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Ile
x
I
I
I I
23.59 i
2
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I i3.04 II yl
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3 I,
x 21.28 II~19
� Z II xr T
I (T II ,
l I %r22 =•
22.78 22 I ,
/ 22.73
I I l I
22.86 1 23.2 4-
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I l 24"
Inv
16,20
r' h/
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r
i I 123.a+ri
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122.79
22.91
I I
I I I I I�I1
I I I II II
123.26
I I 1 ; Ilf i�i ljjF 1
I I I I I Ir 1 1.
j 2.r.
I I { x 23. 2
x 22.93
x 23.46
x 21.81
n/f
Sliver Lake Bcpt.lst Churdh D.8-
-1 4 77-=.4-ic 23.26
2 .73 f
x 23. I ,i
98 SOUth College
x .97
3.02 1x 24 Z2 .62 Associates
r 1- 23,86 � I 1 7- -q 8
x 23.43 ; 2S
x 23.5
Zorl:ng:
' Lond Use: Vccnnt
X23.1 �C<C��/ � x23.1 ,� � �
x 23 G /
+ 24gp
/ x 23.57
i 00
f '\
x 6• 1i Jr 2 .63 x 56, %To
i
00
00
.'�f'60 �64..wo-
+�
Oi 2/ 2 23 0 i
3.67
- D.G. 3gf F, -- i,
LEM
GRADUi.0, mooning:
00
CEO
EET $ -�: x 23.15 ��'� P r;�a _
! _ ice/ � ♦ � _� �� 2� A � _ �
E - T60� x 23.4�,
r d _
=2� 1 ZZ "_ - 5 OOdrJ --_-- - ��
! _ ode22049
e _-
Ear e�1
FEN( _
--1
-"A
Treetops
M.-P. 3-17.33
1
LCICI USE: r',(--CeSS ISM',
Op6n Space
x 5.71
i 1
2�3
20.02
1.89
Al
.
op
123.43 1�
x 22.96x 1 ► 1�,j 1+�1 �i _ _ �
Dear" GSP Scab i'=30r
Drawn By Date
GSP Ju 24, 2006
Checked By lob No.
GSP 03050597.01
Magnolia Trace
Masonboro Township New Hanover
Townhomes
North Carolina
Drainage Area, Erosion &
Sediment Control Plan
PREPARED FOR:
Sass & Schwenker, L.L.C.
416 Oceana Way
Carolina Beach, North Carolina 28428
x 23.02 x 23.31
x 23.
71 g3.34 24.31
`, ��G�P
.6731'2 .b9 x 21,�13.44
- EAL _
03131 '
41G I iV E
Ry
Tot;'
GRAPHIC SCALE
30 0 15 30 so 120
( IN FEET )
i inch = 80 ft.
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 1011. Wilmington, North Carolina 28403 tei: 910-256.9277 fax: [phone] www-withersraveneixom
Sheet No.
R.
r
j
' 1 � r �
r1 '1
!,/,`I , :., � ,
� � t t+ 1 t / r' :I ars, H's �� � � i � 1) r I+� t r • d,4 ,!t 'i � f
, �y
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lir'♦4� �
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- � 1 I .- - ... .. ..? �i�ail�i�i. 1<�1 �,� li:.. �:.i. r ... .. .I. .r� '[

QD
37
o X
20.0' EL. 23.10 10.0 I��--�-:::: - - -�
24 2.0' EL, 1950 �" CA' 3 i i f ° Cj�� II� - - -� r=_ _ - - ..-..� !�- - __ - - IN -8
I -----I t-- -i w 1 -- - - ` - - - - - _. _ -
- ' _ _ _
------------- �- - --- __
EL. 21.75 c� EL. 19.00 24" ,( � + - :�- �- -s�-- -� - -
� I
0. 5' s �'SS
��------m--_�_-_�_-_��.E. }IN 8T A, XISTING 8" 0
_ -Q - -�--
50YR Q= 11,16 r� 24 �- 1 +I + I+, I+ �K----�K-"��NI�IW*��QG -3 _ -M--- - - ' -M- 4-OR
-- r K -- ----M "
F Q= CLH 3/2 FILTER FABRI FILTER FABRIC 12' THICK CLAS . -.
12' THICK CLASS
B' RIP -RAP H= 0.31' 'B' RIP -RAP -�- +l , a'ti r i► er-T� aF �,� 4, r-
50YR WSE= 22.06 ; � ��'�+�`,11'�,+ �+ �- } li � �
FOREBAY RIP -RAP y /401 RGENCY , ,lp
EMERGENCY SPILLWAY N.T.S. 1 �11 ;.; -tiS WAY +y
N.T.S. � ��� -�t�j\` ELF .=21.75 `
y11 IV-3 i y , l0 ♦ - -
� s
Y 5 1 ~V
311 MAX y s
1 1 V 1 -
IDESL❑PE ;1 SIDESL❑PE 3` 10 1 SIDESL❑P 10 y,.+,11y y+y r i
1-INCH STORAGE 1-[NCH STORAGE 3�1 MAX + � # I � QUTLET STRUCTURE
1 1 A\','+i BOTTOM OF POND
NORMAL POOL ELEV NORMAL POOL ELEV SIDESL❑PE
t ',` �++� �I ELEV = 14,00
`6=1 SIDESL❑PE
EL. 14.00 � 1
1 SIDESL❑PE EL. 14.00 RED TOP GRASS SEED + O r
FORE BAY POND BOTTOM ALONG LITTORAL SHELF = y \
(ARG❑SITS ALBA)
I
SURFACE AREA SURFACE AREA FORE BAY FORE BAY 1 1 11 NORMAL EL19.0
ELEV = 19.00 `
POND # NORMAL POOL POND DEPTH 1 STORAGE REQUIRED PROVIDED VOLUME REO. VOLUME PROVIDED r `
ELEVATION (FT) ELEVATION (SF) (SF) (CF) (CF)
FOR.. AY
POND 1 19.0 5.0 20.1 9,036 9,181 4,605 4,643 y,y II r� }
19,OC +
-SECTION
POND CROSS 1 , AV TOP ❑F POND ,
1, I ELEV = 23.00 O ,
N.T.S.
� 1 1 ' 1 V1• r n
1 1 r I BOTTOM OF F❑REBAY ,
ELEV 14.00
LENGTH
1111 y _
STORM DRAIN PIPE RIP -RAP
APRON 1
y
PLAN
SLOPE TAILWATER
��1 ♦ •
NORMrAIN PIPE
-
FILTER FABRIC \.N.C,D.O.T. CLASS B
SECTION RIPRAP, MINIMUM
18" THICK, TYPICAL
RIP -RAP SCHEDULE
#
O
PIPE DIA. (IN.)
LENGTH (FT.)
UPSTREAM
(FT.)
DOWNSTREAM
WIDTH (FT.)
INV.WIDTH
14
15
7.5
3.75
7.5
19.00
16
1 18
1 9.0
4.5
6.0
16.88
17
1 18
1 9.0
4.5
6.0
17.21
RIP -RAP APRON
N.T.S.
4'x4' REINFORCED CONCRETE BOX
OR BRICK BOX
1 STAKE AT
EACH CORNER
A
BOX
OPENING `I +
SILT BARRIER
SILT E
FENCE
GROL
FENCE SECTION A - A
NOTE: FOR CURB INLETS AND DROP INLETS
DROP INLET PROTECTION
N.T.S.
VARIES (6' MAX.)
TOP STRAND MIN. #10 GUAGE-
GALVANIZED BAR GRATING 1" x 1/8' BEARING BARS. LINE WIRES MIN,
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4' x 1 1/4' x 1/4' #12-1/2 GUAGE
GALVANIZED ANGLE FRAME. M❑RT❑R FRAME TO TOP OF
OUTLET STRUCTURE - 4' MAXIMUM TRASH RACK ❑PENING
RIM ELEV = 21,75 \ \\ \\ \\ \ \ \\ \\
jBOTTOM STRAND MIN. #10 GUAG
V ST❑RAGE= 20,10
1 1/2' SCH. 40 PVC ❑UTLET
NORMAL POOL EL. = 19.00
to <v
SIDE SIOPE
Q� 2 FT MIN
SRO
5' CULVER
"INV. EL = 19.00
\-3- 6'x24' OPENINGS PLACE 1/2' GALVANIZED
HARDWARE CLOTH OVER ❑RFICE ❑PENING WITH
STAINLESS
STEEL FASTENERS
INV.= 20,10
6'. EXTENDED BASE
OUTLET STRUCTURE DETAIL -POND 1 15
N.T.S.
Desiom
ScalecsP NT5
Drawn By
Dab
GSP
July 24 2006
Chederd By
lob No.
GSP
03050597.01
Mag
Masonboro Townshit
NOTES:
1. WIRE SHA L BE A MINIMUM OF 32" IN
WIDTH AN� 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
AN F D BE 0 SELF FASTENER ANGLE
STEEL TYPE
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
IN HEIGHT AND 3 OR MORE IN DIAMETER
WIRE FABRIC SHALL BE FASTENED TO WOODEN
POST WITH NOT LESS THAN #9 WIRE STAPLES
1-1/2" LONG
0
nolia Trace Townhomes
I New Hanover County North Carolina
STAY WIRES MIN.
#12-1/2 GUAGE
STEEL OR WOOD POST
FILTER FABRIC
T FILL SLOPE
GROUND LINE Z
I
In O d
= I wW
a
I
a
3 to
\� ANCHOR FILTER FABRIC
i.� SKIRT
SILT FENCE
N.T.S.
TO P +
BAN
STORM DRAINAGE POND PLAN
SCALE: 1 "=20'
OF
NK
SWALE COMPUTATIONS
TYPE
AVERAGE
SIDE
DITCH
SWALE
SLOPE
SLOPE
TYPE
LINER
BYPASS SWALE
0.50%
2.1
TRAPEZOIDAL
GRASS
NOTE: 2-YR PEAK Q= 3.52 CFS
A PUMP IS TO BE PR❑VIDED WS ELEV= 20,75'
TO DRAIN THE POND FOR 10-YR PEAK Q= 4.42 CFS
EMERGENCIES OR MAINTENANCE. WS ELEV= 21.26'
25-YR PEAK Q= 4.94 CFS
WS ELEV= 21.57'
100-YR PEAK Q= 12.93 CFS
mommmmmmmmmmmn WS ELEV= 22.09'
NOTE: SEE
CALCULATIONS FOR
MORE DETAILED
SWALE
INFORMATION,
SWALE CROSS
SECTION
DETAIL
FOR
BYPASS SWALE
FLAN VItW
50' MIN,
6' DIVERSI❑N TO DIRECT RUNOFF FROM R/
mw
aCTI ON VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.T. S.
Erosion & Sediment Control
& Pond Details
PREPARED FOR:
Magnolia Trace Townhomes, LLC
416 Oceana Way
Carolina Beach, North Carolina 28428
16-�y
SEA r'
0313 - -
�RR�r SI
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 WrWdwiNe Ave, Suite tot. W14pim&n, Naet6 CvaNma 28M Irk 910-" 9777 i= 910-33fr2Si4 mmmitlenravemelxm
Shot No.
1160
3
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IF RIEIN OROMt1 CONORETE PIER I9 SET IN 0011 9LAI OF 90K. ,mM 70 SIM
d ':y AM axME ON MTD. N0. M0.00.
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dw
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.+
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MARKED: SANITARY � "
SEWER OR . n
1 -11 3 4
STORM DRAIN AS _
�� REQUIRED 1 ��," • 2.75" „
.
a
'
°,:.':�: .:,:.:a:;'.
-"I GmTW1Cr WITH PIPE CROWNS MILTNI11101. wI��I � PLANk
' PLAN X M NOTE GRAMPNMI ALL MWOM COMM 1•_ 1 G0 t3a� 1 � � � � � CM AND GUTTfn WITH CATON GAdIN ON STEEP GRAM
I
�n � TOP OF COVER � " 1.5
SECTION X-X ORANIN HOT To am".
a 4 0 TOP d'
`es e a UNE 09 FLATS EXPANMidN d0 n 5»
SPAM 2ti AID NMDER 4.75 1 0.5
TOP ELWTIOM
=i�:.
sTO. .aa 9mm - UM. W. 540.9a 8' 0" --- 0 GurT> R LIEA 2A ,LAtIBIpi.j�1'-10 1/4"
------ 2 '-'0 1 2
m PLAN OF TOP SLAB SECTION S-S /s �ELEVATION � 2'-9 1 4nA ILrz Nn 9 NOIMNAL CM AID GUTTER ON LIGHT ORAOEa IL z "BOTTOM OF COVER
:SaF°I cr M"1 1/2Z f., 9° Z"
CWAPC s" E-4 r LU j NORMAL GUTTFA LIRE W f? ff
+• _ to t7IPMIGION JOINT " � � S E C TI ON A - A
it sIECTi011 Y-Y °' 0 8" 0 " d"KE"W" SAIIB NM MAR " ._ " PLAN
ill"Um c m "; c t - " aunt:R LINE t o NOTE:
"I°g"`T' ° i Ul o�ANSIaN,wINr RING &COVER CONTACT SURFACES SHALL BE MACHINEQ SO AS TO
1NARILW t,_0+ °. w .5 •' ... :4 Q A -1 , a ; ��'vR=NIEE ROTE, -,sue':.: W _p " INSURE EVEN BEARING OF COVER ON RING
10"TOwJ-� Y MINIMUM WEIGHTS: RING 190 LBS
Wes SECTION TO VMS Lresn v = DOWEL ELEVATION I-• F-
.6 SECTION M-M FN SECTION R-R NORMAL OLM� AID ONITTe1 NNNN STEEP GRJAWS 04
_v. 11~ N 'D F N GV
V I-1 WHERE 42 W S4 PIPE IS um � � CM T � � v c:m
z #AW1E a9' W aa" rim is =Wra " _ �
o �ERHr. -� p 14 �I
Z
LU
A
dC
1EBW 48' TO 44" PIPE is USED r;:�''"0;:6,-:.•-,:•.e,:: _:ec• v' :.•v':if..-..?-...p•.'-�:_.o
DETAIL SHOWING METHOD
COVER 120 LBS.
f"3
STANDARD MANHOLE RING AND COVER
N.T.S.
1 OF s OF RISER CONSTBIlC'FION PLAN PLAN 1 of 2 s OF z 1M■ET a of x
840. 02 840. 02 840. 02 •RISER NAd .a9a taNMla YARDS OF 11'ONGRE fE PER POOR NMiIYxT 840.-0-2-11
D+8" MIN
D+36" MAX
x
CLASS N CLASS N
4s" NOTE: l� TYPE "E". "F" AND "t�" GRATE _ n d F I OR II,P I I OR 11
UNLESS OTHENISE NOTED.
r4 v &AM AS DOUXATTa ON FLAW
¢ " MATERIAL I3ACKFlLL
'i-R df14 9D OF PIPE
PERM Q "� ,< 1 � 2 "1 TO FACE OF WILLL
CD
y LTD ".i•' 0/4 '=%° '• .r• D 2
SECTION - LL SEGTIUN W O �� TO \'.:. - „•
A ALIGN FRA11E WM INSIDE L I 1 x " r,••••. ? t:: tir..
_ n `} � I I i I r N�IC. `! \ .}f:'; ..-.. k..s L_`Y�"� 7-,:-e-r l•e L - ,:;}!t
N SPIPE I- <L _Jy i. +�• fi.•x� :-�:-7.
ap.4 OF MLL TO ALLOW C C CTr n�`� CLASS
;.•:: y
' W© EDGE ` WO ' , a4-BAlld (L© CONCRETE 'i,}i.` 'f .fK:�i{.•'�•`5�4;: «_�. " CLA$$ I \ isn't.
p _ _ • ' I l .Pvn VWICAL ADJUSTMENT ,, �' I I L I �- BEDDING .' e"' �' �: r s��;` -= r 4" MIN.
" '��_ :� .'•` ' y 4 MIN. •,,�:-••t... ,�:•::;..�;
O M#"JL WOTIORI 4' �14
� � ySECTION - B6 NRNR dry" p
sv
A� SECTION - PP
SECTION - NN L-
FOOTINLS
n 0 (If COIIdT. aoIMT is IIBEDI W Cj 1-..l� S S ) iA'r CLASS " B „
PLAN _ r z y
m FTiA1Mr,ORA•TE, S NOW ASHY I I Q 14 `= Z e M e END ELEVA INI RAN- NJ(n Q pi ~
p
= z pM r u' �W co
=HIMa1 0IW71aIl>!la
AM
obwx = FOR
OOIIIRETE CATCH SAWNWAM ON RIM. NWIWIT H.
WITH iD
RISEN •
OIMENSICIE
OF
on AEI PIPE
OLidIMICH
cu. YOS.
C0110. IN 00060110TIOMa
0Ntl PIti
O.M. R.O.
POPE
SPAN
=1
MOTH
SPAR
MINI. i0W_
_p
SMS-Y
W
TffAL
TOP
SLAM
D
A
■
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a
N
E
No.
LMM
W.
Inc.
LMS.
12"
$,.a-
2'-R"
-'
-"
M'-0"
-•
••
-•
--
--
--
••
••
••
O.O1S
O.ONIS
15
3'-0'
2'-2'
-0
O.00S
0.035
la"
a'-0'
r-2'
a -a
l4e-
7wm
0.=1
0.018
24'
3'•0"
L1•-a'
-9
0.000
0.000
ar
R.0"
ie-M'
a'•4"
4'•a'
T'-2"
4
T-a"
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ao
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4 -a
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4
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a
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0.1a1
0.1E
0.178
42'
a•-9'
2•-:"
4'-a"
-a
1'-a-
s' 2-
4
i'-a'
:
9'-11'
8
!'-11'
a2
0.172
10.440
O.a1a
,.
O.iSO
O.a4S
40"
a'-0"
2'-R'
d•0"
6-S
LN-
•M"
4
a
1"
9
2'-11'
W
0.14a
0.a0S
0.030
0.317
9A"
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L'-a"
-7"
-r
a•-
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4
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M
2'-11
11"1
41
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0.1017
10.401
li " g©
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SECTION - AA m 0 L 00MEL
J d ut
CL
Z W a* CLASS N CLASS CV
7- - C7 � ' p -0 ? LTPrU AL omm" UCTIaL JOINT � W J � 1, II OR Ill I, II OR III
L.
L
N ID Q
p 1� i1 FRAME PLAN SECTION - ii '� °
IFlu 161.1 C Z I£LIrYA7i0N
v _ h . - -- - q M Uzi06
z 7 " - r " ill
SECTION - IOC-
g
nOI" IM "Pit MSTM 1111101101010 08010 MI "M
PIPE
LOC. CIA.
11IMMLE PIPE
DOU LE PIPE
15•
IV
24"
30"
3S"
42"
1 49-
15'
18-
24"
ad•
3e
Mr
4r
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w4
"X"
"X"
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"x"
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"x"
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"X"
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"x"
or
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a
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3
a
4
4
2
a
2
2
2
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$
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3
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-
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1
2
2
a
2
3
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4
2
3
3
4
4
d
3
2
a
a
4
4
S
TOTAL_4ML
9
9
14
14
1!
a5
dS
12
12
18
19
E
77
02
mummIEM ANW cMMNMtEre emRRTITIan
USIMS OONIMM PIPE
COWWN OIimum
ME" PIN
OOIWLE PIPE
0
N
M
d
1 T
d
L
T'0
9
L
IV
3'-3'
1'-S"
2`-d"
214'
Slg"
5'-d"
0.7
2'-2"
7'-R"
1.0
18'
3'-7'
1'-10"
3'-2'
2%0
10"
S'-4"
1.0
204"
IM-110
1.2
24"
a-2"
2'-1'
4'-0'
3"
le"
0'-0"
1-6
3'-5.
11'-5"
g.O
300
1V-0"
W-d"
4'-r
4-Wr
111¢
S'-9"
2.3
4'-S"
13' S"
$.I
90"
W-s"
2'-$"
1 W-S"
44'
IlIt"
T1'-0`
3.1
1 5'-0'
16'-0"
4.5
W-1"
W-4"
MSC"
111jL
12'-S"
4.5
5'-10"
Te'-d'
0.0
4d"
9•-a'
I W-5"
I Y-2-
WAS"
IM114--el
6.0
141.3.
a1'-0'
B.G
0
.
I,
-
I
OR It
BEDDINC
I1 O•Il1/I1
CLASS CLASS
BEDDING DETAILS
DETAIL1 : TYPES OF GRATES DESIGNER'S PLAN
CERTMCATION
'9 I
1 MANHOLE COVER,
USE ACCORDING TO WATER FLOW.SEE SD 14-01
- - -
1- following designees1 1certification 1 1 1- shown on each plan . drawing 1 �f'4 r ��OJJ/�� ��/`��f� �J�� /O :\�� /O/O ��\� �\Designer's Plan Certification: LL-
15110
mMANHOLE STEPS
1
I��II1'IIhFill
� rTI _ 1 - iny-Laii-rLmi pion 1. 1-- r 1 1. -1 1 1 / 1 1 1- •' 1 '/-%-/ /•/✓ / /-// / •/-/✓✓NY
;
Hanover County Ordinances 1+StormWaterDesign 1
i• JOINT L AN\ \ \ \ \ \ \ \ \ r
\
/////////////I/✓/I///////✓/
I► . ORAPPROVED EQUAL'
>�>,.r:rla l'1aa l I:f M'r. Registration
Number:" 1 zz
-----------------------------------
WATER
FLOW WATER FLOW 0--p
MEN
t WiOi,.1 Y 1- 11 11 1 )- IN• 1! 1 1 1 11' 1- /
1111� I
RAISED FLOW ARROW �--AS SPECIFIE1
Property Owner Certification: *,'�Zlll
RAISED FLOW ARROW Y S�
1
�HIGH
hereby1 1 - • 11 i'current owner1 1' property 11 1:
i
L12✓�i ►upon receipt1 1 1 1 1 1 1 1 1clearing,3 grading, 1 L 1 A 1 N • 1 f\� �`;\�,
development,will 1' performed 1 1thisI accordance 11 1 I 1, 1applicable
ordinances l irules1 NewHanoverCounty, theState 1 North Carolina 11 - 1 - -
``�`� Goverrunentand its agencies
- 1 1 1arehereby madepartof this1. 1 1- ov&er, i E �'E'�'•; i•G1yG1.OGl-Gi'o-E'ti Gl'GI f'iF"GI-a-D-GI i'\`'\�'\,' ��' `'�`1,I ` 9 - I
GID���DEdGIDG1DSGIG1tGIGIGl1!=EGID*w� P'DD~ IW�jNIw t �i� 1
- 1 1 1 1 1 1 1 1 1 1 1 1 . 1 1 1 1• , i 1 1 . 1 1 u• 1- e. 1 - 1 1- •�E��E+E�'/]{GI���� ��!'WWr � �f�s*�E��`#*��*�lsw`D
proposed facilities.not - II 1 1 transfer 1this responsibility1'
r
1authorization 1New HanoverCounty."
lilt
w iilr;r:r r:RLLi% 1 1 1 S i it 1 S
SECTIONIWI SECTION A -A Printed Name and Title:
,Date:
i •
L1 , � , � ■ EM , 1
Designer
GSP
Scale
NHS
Drawn By
Date
GSP
July 24. 200E
Checked By
Job No.
GSP
03050597.01
PREPARED FOR:
Sheet"°-
Magnolia
Trace Townhomes
Storm Drainage
Details
sass46oNW�Wa.l_.C-
w�rHERs RAVENEL
y
Carolina Beach, North Carolina 28428
ENGINEERS I PLANNERS I SURVEYORS 110
Masonboro Township New Hanover County North Carolina
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 2UO3 tel:[phone] Fatc:910-25&2.5M www.wW*nravenel.dzam
L
1
1 •, ,, '� 'Y �`• ,K: 1 i•j
1 � I r 1 � • l + I
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11
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