SW8060729_APPROVED PLANS_20060925

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW O a1
DOC TYPECURRENT
PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

VICINITY MAP
Site Development For
Cedar an n
g
Condos
Brunswick County, North Carolina
JULY 24f 2006
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4—Story Condominium
over Parking .
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DESCRIPTION EXISTING PROPOSED
PROPERTY BOUNDARY
- - - -
EASEMENT
— — —
STREAM
— — —
STRUCTURE
••••■�•••■•••••�■•
MINOR CONTOURS
- - - - 8 - - - -
8
MAJOR CONTOURS
10
10
GAS LINE
-G—
--G G
OVERHEAD POWER
—OHP— --OHP—
WATER LINE
— W- — r -W
W W
SANITARY SEWER LINE
ss-- — --ss—
Ss -
Ss --SANITARY SEWER MANHOLE
Q
STORM DRAINAGE PIPE
STORM DRAINAGE STRUCTURE
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TREE
11 f' O A K`
CONCRETE
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SILT FENCE
TREE PROTECTION FENCE
TP F TP F —
FIRE HYDRANT ASSEMBLY
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PROPERTY V
BY DEED BOOK
-
2361. PACE 997 �
I PREPARED BY: I
WITHERS & RAVENEL
ENGINEERS 1 PLANNERS I SURVEYORS
7040 Wrightville Avenue, Suite 101, Wilmington, North Carolina 28403
tel:[phone] fax:[phone] www.witherravenel.com
50'
INDEX OF SHEETS
SHT
C-0
COVER SHEET
SHT
C-1
EXISTING CONDITIONS
SHT
C-2
GENERAL NOTES
SHT
C-3
DEMOLITION PLAN
SHT
C-4
SITE PLAN
SHT
C-5
UTILITY PLAN
SHT
C-6
GRADING, DRAINAGE, AND EROSION
CONTROL
SHT
C-7
DRAINAGE AREA
SHT
C-8.1
DETAILS
SHT
C-8.2
DETAILS
APPROVED R4JTI ED
NORTH CARDLINA ENVIRONk4EN7AL
MANAGEVIENT C01k! "'SSI^y
DNISIJN OF WATER QUALITY
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a SEAL r
19742 W _ RECEIVED
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,9� FN�INE�P O
�''�;zz 11 HA�� AUG 0 4 2006
DWQ
PROD o -SW yd(eo--Z9
DEVELOPER/OWNER
Stewart Montgomery
200 Lindy Lane
Wrightville Beach, NC 28480
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w�© MYRTLE B. SMITH -f� 9.r: -7
(REPU(REPUTED P'
TED OWNER) ��� . �°� / 17 x 7�2 _ - 7. 7.08
DEED BOOK 144, PAGE 620 ►�'� A` /-x Aagl flc� •' - : ; eg gsi
EIP ` S' �\ �� ep 1 B 9�0 r 1.
l ERB .01 �� �%' 6 W 7� 1 �t Total Tract Area: 1.77 ac. f
l N55`25'38"W Z ( QC' /' g' xgs� I
0.26' CA 169� J� 7:07 1
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signpst 45
P x s Impervious Surfaces:
8 , �� POPLAR x 714
fl 1I I I
�l92
/�" / P+$ 93.1a Total -- 51,348 s.f. (66.8%)
s .g .
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toe / \ \ ICKORY gr s
ick 04
r�� / / �Xg 8 K gate Post
EIP s .{ �7s S � � 1� most :,
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7 -'1P x toe 9 gs 9 \ r--Tf'°g g x gs: /fir
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�' 0�; )�6.97 pool ..-.:_._ , . .. JERRY & ANNE HAILEY
2 toe g o1 1' hl ''` 6.65 (REPUTED OWNER) WITHERS �'r RAVENEL -
herd ! O��' O� �'� / ncps x 7.1 efb7 8.97 .84 . g DEED BOOK 1229, PAGE 1fi8 BRU NSWICK SURVEYING
`� ERB 01 ep1 t@bc 1027 SABBATW HOME Ri3., SW
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I ... - .. • . �s SUPPLY, NORTH CAR!]LINA 28462
/ x 7. O . ' .. EAVES
x 4.12 t4e1 die -�C 138 x 6.8$ _ .I
nsill0 1� 9,1 / ck 1 gs NOTES:
I }8 _ THE SURVEYED TRACT APPEARS TO BE IN FLOOD HAZARD ZONE AE',
X 7.C�3 T' 1 'i ,3 9 I N V BASE ELEVATION 14% F.I.R.M. 370295 0335 E. DATED 4/2/91.
toel �1�3 C $ f 6:8a *ALL ELEVATIONS ARE BASED ON N.G.V.D. 1929.
r /..0,�� 7.08 \BUCKEYE .......� - k x gr 1 *BASED ON PROPOSED FLOOD MAPS, THE SURVEYED TRACT APPEARS
/ flag3 IcS) TO BE IN FLOOD HAZARD ZONE AE". BASE ELEVATIONS 15' & 16.
/ _ de _ : : *FUTURE CONSTRUCTIONSEE MAP. THE SHOULD BE DESIGNED BASED ONMAPS ARE BASED ON NTHE MOST
x� rb " 1 x 7. 16.79 'ep15 RESTRICTIVE F.I.R.M. INFORMATION BASED ON BEST AVAILABLE DATA
6.85 GRAVEL
8 HICKORY $ ick 9s 05 x mns I AND PUBLISHED MAPS. CONSULT THE BRUNSWICK COUNTY BUILDING
6:49 - 1 INSPECTIONS DEPARTMENT.
.85 deck egr -1 StC�bc *BUILDING SETBACKS ARE AS FOLLOWS FRONT-25. SIDE=V. REAR-W
/ P ( TOTAL LOT AREA - 76.881 SQ. FL
/ 00 7 29 o_, 6.71 gs *TOTAL IMPERVIOUS AREAS - 51.348 S0.FT.
/ X ep1 *PERCENT OF IMPERVIOUS COVERAGE = 66.8%
9s 2$"QA�C�A r. 1r ° ' "IMPERVIOUS AREAS. EXCLUDING BUILDINGS. WERE FLAGGED BY LAND
6-.28 " TRACT ONE
3"OAK BUILDING : ep1'77, 6. MAP CABINET U. PAGE 171 MANAGEMENT GROUP.
oak x gs ~7~ 511 4 6.49 gs .
d c ,ep1
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/ 7.29 d o 9s �) LEGEND,
43 7.16 NRB O NEW RE-BAR(SET) SP © SIGN POST
offi.ee.. -
ERB er A} g3 1 REPAIR . 6.39 Ir EIP O EXISTING D20N PIPE(FDUND) TP CI TELEPHONE PEDESTAL
OD POST
,> `� 'JET SK ec : 1q RWNO RIGKT-OF-0 EXISTING WAY MONUMENT WPBAINFOUND)[Cy UTILITY POLE
/ 7.17 HICKORY x 9� 1 OFFICE . .. ec 1 5 3 CAT O CABLE TELEVISION Ft R WT © WATTER METER
4 ........ 6.21 `'X TAW
/ z / TP I e i - '6.64- . 9 FP G FLAG POLE +0.00 SPOT ELEVATION
C 1,8'h �$ P . -'x �$ PT 0 PROPANE TALC ---X FENCE LINE
f 7.1 / X 6.29 I SBL BUILDING SETBACK LINE -AU-AERIAL UTILITY LINE
77
15"HICKORY st 2 Ivoak ; 9s
599
7. c 3 x p8 rbl�l t, ' o / Xep1HUFFS THREE x 1 . . � i-.
(REPUTED OWNER) 9S f ,-� epi2 _6,/ •:a�s...N.C. BOATYARD, L.L.C. : .
DEED BOOK 704, PAGE 1$8 y.t �, f _ e(�r : REPUTED OWNER} :. - .I�
MAP CABINET R, PAGE 388 10.22 t o N� 4 -� 6 29 �. DEED BOOK 2165, PAGE 1129
--� �► O 7.21 x6.9a .� eP1 x5. l:.l 'MAP CABINET 32, PAGE 508: I .
7M8 7b VES x 9s 3 g 1 :'63 773 SQ.FT.. I
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HICKORY C 7. 8 av�e 1 9VES es �• x 6.31 '- _ I
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14 HICKORY�\ r 1 I GRATED INLET -
" • - : , ,-y CHAIN LINK -
8 HICKORY / ye 7193 x g•83 rTOP=5.20f _ r
11"HICKORY--_ T hick s '- '- INV.=3.76a7r 6.20 ^FENCE _
13"HICKORY r ~ �8� -_174 s 5.76 e2 x
1 35 ) ?� .7 din---------- g g 1 ep1 1 , e2 i�r 5" SQUARE _
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SEAL
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1 _ VIP w - -r 19742
L 5. 2 AMP N ' ' 7.7NR7 91 7, 6 Jury
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TAB WATERWAY
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No. R vision Date B.
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m
a
pesigw
Sole
1 20'
Drawn By
Date
MNH
7 24 OB
Checked By
lob Na.
03060134
PREPARED FOR:
Steart Montgomery WITHERS RAV E N E L Sheet No.
Cedar LandingCondosEXISTING200 Lindy Lane C.
Wrightville Beach, NC 28480 ENGINEERS 1 PLANNERS I SURVEYORS C 1
Fockwood Folly Township Brunswick Coun North Carolina 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax.[phone] www.withersravenel.com
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COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS
REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH NEW HANOVER COUNTY
AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND
VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE
CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS.
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING
EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED
WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES:
1. ALL TOPOGRAPHY, BOUNDARY, AND UTILITIES, HAVE BEEN TAKEN FROM MAP PREPARED BY
WITHERS & RAVENEL - BRUNSWICK SURVEYING, DATED MARCH 31, 2006 AND SIGNED BY GARY L
GURGANUS.
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.
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
Scale
Drawn By
Date
MNH
7 24 OS
Checked By
Job No.
03060134
EROSION AND SEDIMENT CONTROL NOTES
EROSION CONTROLAND, SEQUENCE
OF CONSTRUCTION NOTES:
1. INSTALL TEMPOARY CONSTRUCTION ENTRANCE AS SHOWN ON EROSION & SEDIMENT CONTROL
PLAN.
2. INSTALL PERIMETER CONTROLS (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 WITHIN LIMITES OF DISTURBANCE.
4. UPON BRINGING THE SITE TO ROUGH GRADE, STABLIZE ALL AREAS WITH TEMPORARY
VEGETATION IF LEFT UNDISTURBED FOR 21 DAYS.
5. ONCE PARKING AREAS AND UTILITIES ARE IN PLACE, INSTALL INLET PROJECT AND OUTLET
PROTECTION AS SHOWN ON THE EROSION & SEDIMENT CONTROL PLANS.
6. UPON BRINGING THE PARKING AREAS 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 CAN 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
ST. AUGUSTINE SOD.
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. INSPECT THE INLET PROTECTION FABRIC AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED.
REMOVE SEDIMENT FROM THE POOL AREA AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE FABRIC DURING
SEDIMENT REMOVAL. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,
REMOVE ALL MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF THEM PROPERLY. BRING
THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND COMPACT IT.
APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
6. INSPECT THE INFILTRATION BASINS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL.
REMOVE SEDIMENT AND RESTORE THE INFILTRATION BASIN 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.
STABILIZATION NOTES
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 CALENDAR 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 - SOD
Seeding Dates
MARCH - JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
TEMPOEARY SEEDING -LATE WINTE_/EARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SPEQIES 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
DES
GERMAN MILLET
FALL
SPECIES
RYE (GRAIN)
Seeding dates
:r E
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, REFERTTLIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
Cedar Landing Condos
Lockwood Folly Township Brunswick Coun
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 RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE.
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
4• ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED,
SITE NOTES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
8. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
=UQQ0
Fgg��0 c�ti
SEAL r y
19742
GIN6EP p
-71 z S
GENERAL NOTES
GENERAL UTILITY 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.
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:
I. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800--632-4949
NOTICE REOUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
PREPARED FOR:
Steam Montgomery
200 Lindy Lane
Wrightville Beach, NC 28480
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
WITHERS RAV E N E L Sheet No.
ENGINEERS I PLANNERS I SURVEYORS C-2
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.withersravenel.rom
j � ±- !; : � �1 i111 t ' � 1 t 1� 1 1 i. � 1 1 r i�1 1 -1 'i I f ' , i , I':h � 1� .r � 1 'rr •,
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t
8
N
COARSE AGGREGATE
PLAN VIEW
50' MIN.
6' DIVERSION TO DIRECT RUNOFF FROM R/
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S.
+---EXISTING TREE
DRiPLINE
3' MIN. STAKE
HEIGHT ABOVE
GRADE
r jjI\j
NOTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPL INE.
DRIP LINE — THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
N.T.S.
RIP RAP COMPUTATIONS
UPSTREAM
DOWNSTREAM
LENGTH
SIZE RCP
WIDTH
WIDTH
12"
3'
4'
4'
STORM DRAIN PIPE
PLAN
— 0% TAILER
�i--W'
FILTER FABRIC
—../ \—N.C.D.O.T. CLASS B
SECTION RIPRAP, MINIMUM
18" THICK, TYPICAL
RIP —RAP APRON
N.T.S.
No.
eyision
Date
B
1
REVISED ROOFDRAIN DETAIL
8 3 06
MNH
Designer
Scale
Drawn By
Date
MNH
7 24 O6
Checked By
job No.
03060134
0
CLEANOU T
91-00
1-1/2' SURFACE COURSE, SF9.5A
6' CRUSHED AGGREGATE BASE COURSE
PRIVATE DRIVE SECTION
N.T.S.
24' CURB & GUTTER
ROOF DRAIN DETAIL WITH CLEANOUT
N.T.S.
FIG. 1
CLASS - C
SHAPED BOTTOM
LOAD 1TCTOR
z
W Bc W x
LIGHTLY ZO
HAND SHAPED FRUM
FIRM UNDISTURBED SOIL
LLgqFIG. 2 CC
SHAPESBOTTOM
LOAD1A CTOR
W Bc W
COMPACTED
BACKFILL71,,
Bc/4 BUT NOT
LESS THAN 4'
"IBct- 0.5
MIN.
HAND SHAPED FROM
ANGULAR BEDDING MATERIAL
LINE WIRES MIN.
#12-1/2 GUAGE
1 /2" SURFACE COURSE, SF9.5A
CRUSHED AGGREGATE BASE COURSE
COMPACTED SUBGRADE
PAVEMENT DETAIL
N.T.S.
VARIES (6' MAX.)
1 TOP STRAND MIN. #10 GUAGE STAY WIRES MIN,
A #12-1/2 GUAGE
BOTTOM STRAND MIN. #10 GUAGE
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WA1DTH 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 3" OR MORE IN DIAMETER
WIRE FABRIC SHALL BE FASTENED TO WOODEN
POST WITH NOT LESS THAN #9 WIRE STAPLES
1-1/2- LONG
3
3
CLASS B
CLASS B
LOAD FACTOR
LOAD FACTOR
1.9
1.9
W Bc V
CU
Bc
a
CAREFULLY
COMPACTED
C
BACKFILL
B CKF LL
"
ANGULAR
r
'_ :=Y.'. ' .: `.`� �;'
j..i
........ ...
ti`' C
MATERIAL
i•'=`r=•'. :
.,s S 4 ' � ��1
�
HAND SHAPED FROM
UNDISTURBED FIRM SOIL
Bc/4
BUT NOT
`Z �0�� 5j0'19/7 '
SD 2-17
LESS
THAN 4'
= n SEAL
19742 -S
GUIDELINES FOR BEDDING
DETAILS, STORM
SEWER CLASSES (B & C)
%,�"G'"e�o�o
o N. H AQ`
S 3 c9 6
Cedar Landing Condos
Lockwood Folly Township Brunswick County North Carolina
DETAILS
PREPARED FOR:
Steart Montgomery
200 Lindy Lane
Wrightville Beach, NC 28480
1 STAKE AT
EACH CORNER
STEEL OR WOOD POST
GROUND LINE -\
SILT FENCE
N.T.S.
GROUND
A
A ,
�aox
OPMNG �I
� 1
«:
SILT BARRIER FENCE
NOTE: FOR CURB INLETS AND DROP INLETS
DROP INLET PROTECTION
N.T.S.
FILTER FABRIC
- r- FILL SLOPE
Z x
N
IN
b
ANCHOR FILTER FABRIC
SKIRT
SILT BARRIER
FENCE
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: 91¢256-2584 www.witheismverLei.com
Sheet No.
C-8.1
I�1
— !.r'1 _•
T�_ -
i f1T II -
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1
I
A
PLACE 1" GALVANIZED
HARDWARE CLOTH
OVER ALL OPENINGS
IT�A
WITH STAINLESS
3:1 SIDESLOPE
STEEL FASTENERS
2 S„
1.5 "STORAGE
4"
Lo
ti
CONTINUOUS
o CONCRETE COPING
EL. SEE TABLE
W
K RIM ELEV: BRICK WEIR
� �
�
INFILTRATION BASIN BOTTOM
SEE GRADING PLAN ELEV.
T
COVER "A" COVER "B"
.
INFILTRATION
1.5" VOLUME
1.5" VOLUME
BOTTOM SURFACE
BASIN
BOTTOM
1.5" STORAGE
REQUIRED
PR VIDED
AREA PROVIDED
NUMBER
ELEVATION
ELEVATION
(CF)
�CF)
(SF)
1
6.3
6.75
1,792
1,994
4,186
2
6.5
7.2
1,549
1,609
2,021
PIPE A" n1 PIPE C" «t - �O* 8" — $"
4' r O
8" 8" N 3 4" CEMENT
A ALL TYP.
PLACE 1,� GALVANIZED 2 OUTLET PIPE AI LL ES
HARDWARE CLOTH PIPE "B" (A STEP
OVER ALL OPENINGS
WITH STAINLESS
j
STEEL FASTENERS
OUI�ALL�'
PIPE
IM
,�
PIPE "A" AND "C"
• '<.
INFILTRATION CROSS—SECTION FOR NCDWQ BASIN
r
s a
'4
N �
Wi•ti
N.T.S.
~•
IPE OUTLET
P
..' ', r ;•., :..4
�
PI E
SECTION A --A
N.T.S.
r=
4'—O"
�1
4' x
2OUTLET STRUCTURE NOTES:
PLAN
SECTION "A —A" CLASS "A" CONC.
N.T.S. A 1) DROP INLET BOX CAN BE EITHER REINFORCED
CONCRETE OR BRICK.
2) INSTALLED GALVANIZED HARDWARE CLOTH OVER
NOTE: USE SHALLOW
FRAME &
GRATE SUCH AS EAST JORDAN NO. 5346
nDrrJiur_c !AI -X' V o' onV ei en
STRUCTURE
PIPE "A"
PIPE "B"
PIPE "C"
OUTFALL
BRICK WEIR
COVER "A"
COVER "B"
3) FOR PIPE DIAMETERS AND MATERIAL SEE STORM,
WITH TYPE M2 GRATE (WHICH IS ONLY 4 INCHES THICK), OR APPROVED EQUAL.
4"x4" PRESSURE TREATED POST
I'm _ r----"
INFILTRATION, AND ROOF DRAIN COMPUTATIONS
ON SHEETS 6.0 AND 7.0.
n o n o IKII C T
OF-2
6.35
6.35
6.35
6.DO
6 75
SOLID
SOLID
OF-11
5.55
6.55
6.55
6.7
7.2
SOLID
SOLID
SWALE COMPUTATIONS
MINIMUM
SIDE
DITCH
SWALE
TYPE
SLOPE
SLOPE
TYPE
LINER
ST. AUGUSTINE
SWALES
0.30%
5:1
TRIANGULAR
SOD
--
No.1
Revi i n
Date
B
1REVISED
OVERFLOW WEIR ELEVATION FOR BASIN NO. 1
S 3 06
MNH
Designer
Scale
Drawn By
Date
MNH
7 24 06
Checked By
Job No,
03060134
PREPARED FOR:
Cedar LandingCondos st2oo MollyomeryWITHER3 RAVENEL Sheet No.
DETAILSC-8,2WrightvilleBeach,NC28480 ENGINEERS I PLANNERS I SURVEYORS
Lockwood FollyTownshi Brunswick Count North Carolina
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.withersravenel.com