SW8060213_APPROVED PLANS_20060314

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

. ; _�_ .Lai e. i..,r. ;.. � ,._ _ ... ..._ _ .., L-" -' - - -�_ __.. �.�.v f _..� ii6..1.i���:. tt1 rl�.l_si 1__:• {;i �.
SCALE: 1 " = 40'
LEGEND
IRF
IRON ROD FOUND
CP
COMPUTED POINT
N.C.S.R,
NORTH CAROUNA STATE ROAD
R/W
RIGHT OF WAY
S.F.
SQUARE FEET
DB
DEED BOOK
AC.
ACRES
PG
PAGE
®
WATER METER
PB
PLAT BOOK
R1b
UTIUTY POLE
N/F
NOW OR FORMERLY
91
TELEPHONE PEDESTAL
C.F.
COMBINED FACTOR
GUY WORE
w
WATER VALVE
♦
WETLANDS FLAG
'f 17
FLAG NUMBER
NOTES:
1. ALL DISTANCES ARE HORIZONTAL GROUND IN U.S SURVEY
FEET UNLESS 07HERWISE SHOWfY.
2. BEARING REFERENCED TO MAGNE77C PS 29 PG 16
3. BOUNDARY INFORMAAON AND LOT LINES FROM
PLAT BOOK 29 PAGE 16.
4. NOT PREPARED FOR RECORDING PER GS 47-30 AS AMMENDED.
5. WETLANDS DELINEATED BY LAND MANAGEMENT GROUP, INC.
SUI TE 14
DOWNEY BRANCH OFFICE PARK
3805 WRIGHTSVILLE AVENUE
WILM/NGTQN N.C. 2840J
E TM REND
B No D E428gyo 16736 IRE
PIN
N/F
RICHARD AND AUDREY JORDAN
DB 1200 PG 556
PB 28 PG 117
PIN 428820815336
v�t�vt�cx�
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA 28401
TELE: [phone]
FAX: [phone]
DATE:
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY OF THE
JURISDICITION OF SECTION 404 OF THE CLEAN
WATER ACT PURSUANT TO THE 1987 CORPS OF
ENGINEERS WETLANDS DELINEATION MANUAL AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTION 404 JURISDICTION MAY BE RELIED ON
FOR A PERIOD OF FIVE YEARS FROM THIS DATE.
Lig)i
SINGATURE OF U.S. ARMY S6pENGINEERS dFFICIAL
DATE
rc
NCSR 15t8
VICINITY MAP
NOT TO SCALE
N/F
ROE HOLDING CO.
DB 738 PG 158
PIN 428820819727
LINE TABLE
LINE
BEARING
DISTANCE
L1
S71'23'59"W
14.82
L2
S48'57'24"W
9.40
L3
S73'D3'43"W
35.07
L4
S74'28'36"W
27.38
L5
570"12'15"W
45.06
L6
S16.53'02"W
34.83
1-7
S12'04'22"E
0.60
L$
I S30*22'35"E
29.81
L9
N7 '03'1
36.67
L11
24.2 '43"W
13.59
L12
S86'24'28"W
23.46
L13
N09'28' "
7.54
IRF
l 4 F
g4
IRF Sj242:49
`.
fIR;:-c
IRF N-1242 49
i
WETLANDS DELINEATION SURVEY
SEASIDE DEVELOPERS LLC,
DB 2292 PG 900, PB 29 PG 16—A
OWNERS: SEASIDE DEVELOPERS, LLC.
STUMP SOUND TOWNSHIP — ONSLOW COUNTY - NORTH CAROLINA
December 23, 2004 1" = 40'
SITE
�sw
JOB NUMBER 02781--0009
DWG NUMBER vw102-027810009.dw
PLS DLJ
PARTY CHIEF JR
CAD TECH MBH
FIELD BOOK
SHEET 1 OF 1
--T-r—,...r�rF'� RIr •4 a

... !. I.
-1I1
LACOSTA BAY
NORTH TOPSAIL BEACH
ONSLOW COUNTY, NORTH CAROLINA
NOTES:
FINANCIALLY RESPONSIBLE PARTY:
LACOSTA DEVELOPMENT CORPORATION
P.O. BOX 2294
WILMINGTON, NC 28402
2. TOTAL AREA OF PROJECT = 2.82 ACRES
DISTURBED AREA = 1.80 ACRES
3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN AND
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
NCDENR-DLQ EROSION AND SEDIMENT CONTROL ORDINANCE.
4. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIIJ 21 CALENDAR DAYS OF
COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE. SEEDED AND MULCHED
WITHIN 21 CALENDAR DAYS OF COMPLETION.
etALL NC ONE CALL
BEFORE YOU DIG
STOP64
,AVOID UTILITY DAMAGE]
PHONE# [phone]
FEBRUARY 2006
N
NC HIGHWAY 172
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NCSR 1518 Z SITE
06'
P�
VICINITY MAP
NOT TO SCALE
SHEET INDEX
1
G-001
COVER SHEET
2
G-002
GENERAL NOTES & LEGEND
3
CX-101
EXISTING CONDITIONS
4
CS-101
SITE PLAN
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GRADING, DRAINAGE, & EROSION CONTROL PLAN
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CG-101
A
DRAINAGE AREA MAP
CG-501
DETAILS
CG-502
DETAILS
6G
563
BET —AILS
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v MCM&CREED CARq!'o,,•
243 North Front Street
Wilmington, North Carolina 28401 =__ oEAL a ISSUED FOR PERMITTING
Phone: [phone], Fax: [phone] asp
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AA0002667 EB0006691
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7I
CONSTRUCTION SEOUENCE
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING ACTIVITY.
2, HOLD A PRE -CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE, COMMENCE CLEARING AND ROUGH GRADING
OPERATIONS TO ESTABLISH TEMPORARY DIVERSION BERMS, SEDIMENT TRAPS, AND BASINS,
4. ROUGH GRADE ROADWAY AND SITE.
5. INSTALL STORM DRAINAGE SYSTEM WITH INLET PROTECTION DEVICES.
6. CONSTRUCT UNDERGROUND UTILITIES (WATER AND SANITARY SEWER).
7. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL
UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE
STABILIZED WITH TEMPORARY VEGETATIVE COVER.
8. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL GRADES
ARE ESTABLISHED. (WITHIN 21 CALENDAR DAYS)
9. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED, REMOVE
TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT BASIN AND
RESTORE TO ORIGINAL DIMENSIONS.
SEEDBED PREPARATION
1• CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELLOW).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6, SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7, MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL
LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE
FERTILIZER - 1000 LBS/ACRE (10-10-10)
SUPER PHOSPHATE - 500 LBS/ACRE (20%)
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
ANCHOR -- ASPHALT EMULSION AT 450 GAL
EROSION CONTROL NOTES
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE NCDENR DLQ EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE. LIMITS OF CONSTRUCTION = 1.80 ACRES.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
CONTROL PLAN IS A VIOLATION OF THE NCDENER DLQ EROSION
CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY
SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE
DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS
PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL
GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 CALENDAR
DAYS OF COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN
SLOPES WITHIN 21 CALENDAR DAYS.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE NCDENR-DLQ.
5. SLOPES SHALL BE GRADED No STEEPER THAN 3:1.
6. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE
FIELD INSPECTOR, ENGINEER, AND OWNER.
7. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 21
CALENDAR DAYS, ALL DISTURBED AREAS MUST BE SEEDED, MULCHED,
AND TACKED UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION
CONTROL OFFICER.
8, FOLLOWING EVERY RAINFALL EVENT, CONTRACTOR SHALL INSPECT AND
REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
CONTROL
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. THE SEDIMENT TRAPS SHALL BE CLEANED OUT WHEN 1/2 FULL. GRAVEL
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
DRAINS PROPERLY.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT
FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A
BARRIER.
4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
5. GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIMENT
ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE
ASPHALT AND STONE WILL BE PERIODICALLY TOP DRESSED WITH 2
INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH.
GRADING NOTES
1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING
CLEARING AND GRADING OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION, PROTECT
VEGETATION BEYOND GRADING LIMITS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND
STOCKPILE.
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED
WITH NO GREATER THAN 3:1 SLOPES.
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF
STANDING WATER OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED
GRADE.
8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN
RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE
IN THE DIRECTIONS INDICATED ON THE PLAN.
A I ISSUED FOR PERMITTING
REV.NO.
LEGEND
DESCRIPTION EXISTING PROPOSED
TREELINE
PROPERTY LINE
EASEMENT - - -
CONTOUR LINE---`-5----- 5
20.0
SPOT ELEVATION ® ASPHALT SURFACE
EDGE OF PAVEMENT
WATER LINE W
FORCE MAIN F
SANITARY SEWER SS
STORM DRAIN
SWALE DIRECTION No • • • W
LIMITS OF CONSTRUCTION - LOC
SILT FENCE
WATER SERVICE
-Ez
WATER VALVE
FIRE HYDRANT ASSEMBLY
POWER POLE
SANITARY SEWER MANHOLE •
SILT FENCE INLET PROTECTION
TEE
PLUG
CHECK DAM
AEC 75' SETBACK LINE
AEC 30' BUFFER LINE
MHWL
TEMPORARY SEEDING
GRASS TYPE
AMOUNT
000 S V
SEEDING
INITIAL
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
BROWNTOP MILLET
1-2 LBS,
JUNE THRU AUG.
25 LBS. 10-10-10
PERMANENT SEEDING
GRASS TYPE
000USY
SEEDING
INITIAL
BERMUDA, COMMON
1-2 LBS.
APRIL THRU JUNE
25 LOS. 10-10-10
FESCUE, TALL
5-7 LBS.
JUNE THRU AUG.
25 LBS. 10-10--10
KENTUCKY 31
FEB. THRU OCT.
SERICEA
1-2 LBS.
MARCH THRU APRIL
25 LBS. 10-10-10
LESPEDEZA (SLOPES)
SEAL
SITE DATA:
ZONING: R-5
24 UNITS
TOTAL RESIDENTIAL FLOOR AREA 10,813 SF
AREA: 2.82 AC
BUILDING SETBACKS
FRONT: 20'
SIDE: 8'
CORNER SIDE: 15'
REAR: 10'
PROPOSED IMPERVIOUS AREA
IMPERVIOUS AREA: 33,798 SF (0.77 AC)
=27.3%
PARKING
REQUIRED: 24 UNITS (3 BR) x 3 SPACES = 72 SPACES
HANDICAP SPACES 2
TOTAL PROVIDED: 60 SPACES
BUILDING HEIGHT
MAXIMUM: 50' TO PEAK FROM LOWEST ADJACENT GRADE
PROPOSED: 50 (3 STORIES)
SITE REFERENCE!
1. SURVEY INFORMATION BASED ON
MCE FIELD SURVEY PERFORMED IN JANUARY , 2005
2. BUILDING INFORMATION BASED ON
LISLE ARCHITECTURE PLANS RECEIVED MARCH 31, 2005
3. GENERAL CONTRACTOR TO VERIFY PROPOSED GRADE
MEETS THE NORTH TOPSAIL BEACH BASE FLOOD PLUS 2'
CLEARANCE JO THE BOTTOM OF THE LOWEST HORIZONTAL
STRUCTURAL MEMBER.
A
4L*-j& EM,
WUPM CUED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
AA0002667 EB0006691
www.mckimcreed. corn
CONSTRUCTION NOTES:
1. THESE DRAWINGS SHOW INFORMATION OBTAINED FROM THE AVAILABLE
RECORDS REGARDING PIPES, CONDUITS, TELEPHONE LINES, AND OTHER
STRUCTURES AND CONDITIONS WHICH EXIST ALONG THE LINES OF WORK AND
BELOW THE SURFACE OF THE GROUND. THE OWNER AND ENGINEER DISCLAIM ANY
RESPONSIBILITIES FOR THE ACCURACY OR COMPLETENESS OF SAID INFORMATION,
AND SUCH INFORMATION IS BEING SHOWN ONLY FOR THE CONVENIENCE OF THE
CONTRACTOR WHO MUST VERIFY THE INFORMATION TO HIS OWN SATISFACTION
DURING THE BIDDING AND CONSTRUCTION PHASES. IF THE CONTRACTOR RELIES ON
SAID INFORMATION, HE DOES SO AT HIS OWN RISK. THE GIVING OF THE
INFORMATION ON THE CONTRACT DRAWINGS WILL NOT RELIEVE THE CONTRACTOR
OF HIS OBLIGATIONS TO SUPPORT AND PROTECT ALL PIPES, CONDUITS, TELEPHONE
LINES, AND OTHER STRUCTURES, WHETHER ABOVE OR BELOW GRADE.
2. SHOULD ANY DAMAGE OCCUR TO EXISTING UTILITIES, IT SHALL BE REPAIRED
SOLELY AT THE CONTRACTOR'S EXPENSE.
3. THE CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION OF
UNDERGROUND UTILITIES. TEST PITTING OF EXISTING LINES PRIOR TO
CONSTRUCTION, IF NECESSARY, SHALL BE COORDINATED WITH THE OWNER,
4. THE CONTRACTOR SHALL NOTIFY ONSLOW COUNTY WATER AND SEWER
AUTHORITY AND NORTH TOPSAIL UTILITIES AT LEAST TWO (2) WEEKS PRIOR TO
THE START OF CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION
PHASES WITH THEM.
5. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE
DRAWINGS, PROJECT SPECIFICATIONS, AND LOCAL BUILDING CODES.
6. ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE
DRAINAGE AND STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT
OCCURS, TOPSOIL, SEEDING, AND MULCH SHALL BE REPEATED UNTIL SETTLEMENT
SUBSIDES. (SEE EROSION AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.)
7. WATER MAINS WILL BE INSTALLED AT A DEPTH THAT WILL PROVIDE 36" COVER
OVER THE PIPES BELOW PROPOSED GRADE UNLESS SHOWN OTHERWISE ON THESE
PLANS OR DIRECTED OTHERWISE BY THE ENGINEER.
8. WHEREVER SEWER OR WATER MAINS CROSS ONE ANOTHER, A MINIMUM
VERTICAL CLEARANCE OF 18" SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE
WATER PIPE AND THE TOP OF THE SEWER PIPE.
9. WHEREVER SEWER OR WATER MAINS RUN PARALLEL TO EACH OTHER, A
MINIMUM HORIZONTAL SEPARATION OF 10' SHALL BE PROVIDED, OR 18" VERTICAL
SEPARATION .
IF NEITHER OF THESE CONDITIONS CAN BE MET, THEN THE SEWER SHALL BE
CLASS 50 DIP, MINIMUM OF 50 LF CENTERED OVER THE CROSSING.
10. ALL WATER VALVES, BOXES, AND FIRE HYDRANT ASSEMBLES SHALL BE SET
AND ADJUSTED TO FINISHED GRADE.
11. THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, BOTH
TEMPORARY AND PERMANENT.
12. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SURVEY CONTROL
PRIOR TO STAKING OUT CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT
TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH WORK.
13. ANY PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION
SHALL BE REPLACED SOLELY AT THE CONTRACTOR'S EXPENSE.
14. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FROM
THESE PLANS.
La Costa Development Corp,
P.O. BOX 2294
MWINGTON, NC 28401
[phone]
GENERAL NOTES:
1. ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY
SECTIONS 1016 AND 1018 OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS AND
STRUCTURES.
2. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED
IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF THE PIPES
PRIOR TO CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES DURING
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR
REPLACEMENT OF THE PIPE(S).
3. EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING
UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL MATERIAL AND SHALL BE
DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S EXPENSE. THE
CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND FEES FOR DISPOSAL.
4. ALL PIPE BEDDING SHALL BE CLASS "C' UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
5. ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED
REGARDLESS OF DEPTH. BURIAL OF ORGANIC MATERIAL WITHIN THE PROJECT
LIMITS IS NOT PERMITTED. OPEN BURNING OF DOWNED TREES AND STUMPS IS
NOT PERMITTED. CHIPPED MATERIALS MUST BE REMOVED PRIOR TO THE
PLACEMENT OF EMBANKMENT OR TOPSOIL.
6. THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF -SITE SPOIL AREAS
FOR DISPOSAL OF EXCESS AND/OR UNSUITABLE MATERIALS AS NECESSARY.
OFF -SITE SPOIL AREAS MUST BE SUBMITTED TO THE ENGINEER AND APPLICABLE
REGULATORY AGENCIES PRIOR TO UTILIZATION BY THE CONTRACTOR. NO AREAS
DESIGNATED AS WETLANDS WILL BE PERMITTED FOR USE AS A DISPOSAL SITE, THE
CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE ENGINEER THAT NO
WETLANDS WILL BE IMPACTED. THE ENGINEER WILL NOT CONSIDER ANY DELAYS OR
MONETARY CLAIMS OF ANY NATURE RESULTING FROM THE CONTRACTOR'S FAILURE
OR DIFFICULTY IN FINDING NECESSARY DISPOSAL SITES TO MEET THE TIME FRAMES
AND CAPACITIES REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
PLANS, PERMITS, EROSION AND SEDIMENT CONTROL MEASURES, ETC. REQUIRED BY
THE APPROPRIATE REGULATORY AGENCIES FOR UTILIZING OFF -SITE SPOIL AREAS.
THE CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT ALL REQUIRED PERMITS
HAVE BEEN OBTAINED PRIOR TO UTILIZING THE OFF -SITE SPOIL AREAS. ALL COSTS
FOR PROCURING AND UTILIZING THE OFF -SITE SPOIL AREAS ARE TO BE
INCIDENTAL TO THE BASE BID.
7. APPROVED COVERS TO PREVENT MATERIAL FROM LEAVING THE TRUCKS MUST
BE INSTALLED OVER ALL LOADED TRUCKS HAULING BORROW, EXCAVATED MATERIAL
AND/OR FINE AGGREGATES TO OR FROM THE PROJECT SITES OVER STATE
MAINTAINED ROADS. ANY MATERIALS DELIVERED, TRANSPORTED, OR REMOVED IN
UNCOVERED TRUCKS WILL BE INCORPORATED INTO THE PROJECT OR REMOVED
FROM THE SITE WITH NO ADDITIONAL PAYMENT TO THE CONTRACTOR FOR
FURNISHING, REMOVING, OR PLACING THE MATERIALS INVOLVED.
8. FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6 FEET
FROM BACK OF CURB AND SHALL HAVE A CLEAR SPACE OF 3 FEET
FROM ANY PERMANENT STRUCTURE.
9. REFER TO ONSLOW COUNTY WATER AND SEWER AUTHORITY AND NORTH
TOPSAIL UTILITIES FOR WATER AND SEWER EXTENSION POLICY.
10. DO NOT PLANT TREES OVER WATER MAINS, SEWER MAINS OR WITHIN
THEIR EASEMENTS.
11. DEWATERING: THE CONTRACTOR SHALL AT ALL. TIMES PROVIDE AND MAINTAIN
AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE
OF ANY AND ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE
WORK AND KEEP ALL EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND
GRADING IS COMPLETED. NO WATER SHALL BE ALLOWED TO RISE AROUND THE
PIPE IN UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER
MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 24 HOURS). ALL
WATER PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A
MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT PROPERTY OR
OTHER CONSTRUCTION.
12. DRIVEWAYS ARE NOT TO BE LOCATED OVER WATER METERS, METERS WILL NOT
BE SET IF WATER METER BOXES, SEWER CLEAN -OUTS, VALVE BOXES OR OTHER
APPURTENANCES ARE DAMAGED OR IMPROPERLY POSITIONED.
La Costa Ba -14,
F0slow
psail Island, stump �ound Township County, North Carolina
GENERAL !VOTES AND LEGEND
DATE:
5/23/2005
M PRO .
DRAWN
1=
WJ0
DESIGNED
Tic
CHECKED
RMC
PROJ. MGR.
RMC
SCALE
N/A
VERTICAL:
N/A
M&C FILE NUMBER
C-002
2
3TATU S: REVISION
ISSUED FOR PERMITTING A
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1, DAVID L. JONES, JR. PLS L-3672,
CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION FROM
INFORMATION SHOWN IN DEED BOOKS AND (OR) MAPS
REFERENCED ON THIS PLAT, THAT LINES NOT ACTUALLY SURVEYED
APPEAR AS BROKEN LINES AND WERE PLOTTED FROM INFORMATION
AS NOTED ON THE PLAT,- THAT THE RATIO OF PRECISION AS
CALCULATED BY LATITUDES AND DEPARTURES WAS GREATER THAN
1: 10,000; THAT THE AREA IS COMPUTED BY COORDINATE METHOD;
THAT THIS PLAT WAS PREPARED /N ACCORDANCE WITH THE
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, LICENSE
NUMBER, AND SEAL THIS THE DAY OF OHE
AD
DAVID L. JONES, ✓R.
PROFESSIONAL LAND SURVEYOR L-3672
NOTES
1. ALL DISTANCES ARE HORIZONTAL GROUND /N U.S. SURVEY
FEET UNLESS OTHERWISE SHOWN.
2. BEARING REFERENCED TO MAGNETIC PB 29 PG 16
3. BOUNDARY INFORMATION AND LOT LINES FROM
PLAT BOOK 29 PAGE 16.
4. NOT PREPARED FOR RECORDING PER GS 47-30 AS AMMEND£D,
5. WETLANDS DELINEATED BY LAND MANAGEMENT GROUP, INC.
SUITE 14
DOWNEY BRANCH OFFICE PARK
3505 WRIGHTSVILLE AVENUE
KILM/NGTON N.C. 28403
N
N
00 O
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S69°17'1
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o �RFo lRF
fv
U>
5
OHE OHE HE OHE OHE
333.57'
N.C.S.R. 1568
60' PUBLIC R/W
24,5 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
P.O. BOX 2294
WILMINGTON, NC 28401
[phone]
O
OHE OHE
�RF
30.0'
NCSR 1518
VICINITY MAP
NOT TO SCALE
LINE TABLE
LINE
I BEARING
DISTANCE
L1
S71-23.59"W
14.82
L2
S48'57'24"W
9.40
L3
S73'03'43"W
35.07
L4
S74'28'36"W
27.38
L5
S70'12'15"W
45.06
L6
S16'53'02"W
34.83
L7
S12'04'22"E
0.60
L8
S30'22'35"E
29.81
L9
N78'03'12"W
36.67
L10
S58'40'S9"W
26.14
111
S24'211 ",W
13.59
L12
S86'24'28,
23.46
L13
N09'28'22"E
7.54
SITE
SCALE: 1" = 40'
0 20 40 80 120
I l
OHE I 0
TIE LINE — —
z S72°42'49"W 74.94' lRF
M
M
0)
O0 TIE LINE
N72°42'49"E 74.94'
4Rf---------------- ---
� l
RF
La Costa Bay
N. Topsail Islanc, Stump Sound Township
Oslow County, North Carolina
Existng Conditions
DATE:
5 /232005
MCE PROJ. N
02781-0009
DRAWN
wJC
DESIGNEE
TJC
CHECKED
RMC
PROJ MGR.
RMC
TU S:
SCALE
MtC FILE NUMBER
Cx-101
HORIZONTAL:
DRAVANG NUMBER
N/A
VERTICAL:
3
1"=20'
REVISION
ZM11MNG
r

/ N/F
HUNTER HEATH ESTATE
NO DEED REFERENCE
cti'��, / PIN 428820816736 NOW OR FORMERLY
NF
N71'23'59' _
r 253.43'
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r
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GH
Mf -LI - y + y �k 411 ♦ TIMBER RETAINING
WALL
\ i
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01
Cp r P S WOOD DECKING
0
30, AEA- p
OCEAN BAY VILLAGE
M.B. 22, P. 109
N71 "23'S9"E 245.00'
C!5*
BUIL6INGTBACK * * I4
+ y i
i y r
r y i y
i y
y +
+
+ N /Fr
SEASIDE DEVELOPMENT, LLC. r y i r ` * i Ln
m+`
+ DB 2-A92 PG 900 r ` ' + 1
PB 29 PC* 16 i * ` + ` n 8.0'
122,928 S.F. r +I
2.82 AC. r + r
y * I I 30.0'
*
* + � PUBLIC
i y r
� I UTILITY EASEMENT
i y ! I I I
i y y I
r WOOD DECKING I I
* I I
* 17-
- --
71
+ y FOOT PATH AT GRADE
y r . TOTAL POOL LAREA A I I
e ei� -- 2,358 sq. i I
Ui
r -
y CONCRETE
CP y ` � 46.4'
CP ' I I
* co (rp I I
i eSa 09 //// • /SoO
, �I I
+--- ---- — --- 1 —I—
� I j
15' PUBLIC I I
UTILITY EASEMENTLn
02 In
I I
ti_ k _..-.-. . _ 18.8
75' AEC SETBACK
N /F
RICHARD AND AUDREY JORDAN
DB 1200 PG 556
PB28PG117
PIN 428820815336
B BUILDING RELOCATED. RE -ISSUED FOR PERMITTING "J°l
A ISSUED FOR PERMITTING 9/28/05
REV.NO. DESCRIPTIONS DATE
164.4' 10 1 PUBLIC
UTIL4TY °EASEMENT
� I BUILDING /AREA
-�-.
- �- - - -•I .
10,813 sq. ft.
10 I PUBLIQ
,i . UTILITY EASEMENT i I
\•` �� - -- - -I
I
o 00 I l
o 5.0 �`7 tnlr� I I
. �.' .fir _ ` r •Y. _ j. '..rs+'L°' :..• r T� •.s i-•_ r. : C''•:• _ -�• r,. 0 U1 I
bo 5. D I 1
• . 8. 5' �' I �� . o II
o, I I I 1
x � I
S69'1 T07"WS69'9 7'Q „�
Q0�O o
o:r I
BUILDING SETBACK Q- o
W o �� - ° — — — ----------
NCDOT EXPANSION EASEMENT o - - -
o -CONCRETE i -I '
DUMPSTER PADJ
LD
S69'i T11 --� 333.57• . 0 M
� I i
PUMP x
STATION
O
�j
x
110
N._C.S.R. 156_8 N o
- 60' PUBLIC R/W - - - N 20' 0 20' 40'
6 _
9973462 SCALE: 1"-20' (Horiz.)
R/W �. — —..�_ — — — -- —� _. — 0 iRF
SEAL
��i{111111I1<f`1
�44 �10
,,���Illllltltl�
SEAL
A
AGA N110M&
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: (910)251---8282
AA0002667 EB0006691
www.mckimcreed.com
La Costa Development Corp.
P.O. BOX 2294
WILMINGTON, NC 28401
[phone]
La Costa Ba
N. Topsail Island, Stump Bay
Township
Onslow County, North Carolina
SITE PLAN
DATE:
23 May 2005
IBC€ PROD,
2751-0009
DRAWN
wJC
DESIGNED
MAG
CHECKED
MAG
PROJ. MIGR.
MAG
SCALE M&C FILE NumBER
0S--101
HORIZONTAL: DRAw,Nc NUMBER
1 " = 20F
VERTICAL: 4
NA
STATUS: REVISION
.—ISSUED FOR PERMITTING B
� T t 1 rl i S'1 �1 �ri 1_r 5=r �, r. .i •� _l _.1 -, i 7 - ,5 }�` �.�r iI•r2���rry fr 1, �':�►I ..1 11 i'�ir 1. Jf�rt; �' k Y-
I; f l{ 1+.�Ij� Lr.F,;r��.r� ,1.'•'r r� . , 'I'. f 1f
4 4 pp f IF .1

FLOOD ZONE BOUNDARY
F
LiNe �
Cp —
FLOOD ZONE BOUNDARY
a
a ` + r a r
! a r r r r + a d
BUILDING �TBACK � r r +
\` ! -ft
+ ! + 4% r ! ` 4% ` a
r r r r ! r y + ! y +
r !
r r TT r
+ r r r ` + ! a r ` a ` + a CJ.J
! +
2F ` \ r a a + + a +
+ i ; a r r ` r a r � r
4� ` + 4% r .� r 0
` * ! ! r r r
'% ! r r i + + + SILT FENCE (TYP) y a LO M r
a r + r 4f + + ! —�
r + ` + '4 a ` C D r ` + ` ` r
r \ r + r r ~ r r ` r
r r r r
\ r ! ! r
r BOG a +
_ .* i + a / NOTE: CONCRETE AREA ` +
- .. ti TO BE SLOPED `
Cp \ r + r ! + o� TOWARDS THE POOL `
` \ ` ` a • \ 4
` r WOOD DECKING_ 6
!
+ r r ! ! !
:. -
—_—
. r r r .
r y +
.* + I-
r r ` y FOOTPATH AT GRAD46 E \ -.� •,'t ti. , ' ' _ ..r y
+ + r r ` y 6fl ~� TOTAL P00
a AL gA eP CP ep — L AREA
+ + + sip 2,358 Sq. ft.
-
q eb ,% +
! r
r - + y dgR��q r ! r r ' ..
CONCRETE
MEANf{
. -INIGH 4k TIMBER RETAINING
- .VVATCF - - r ` WALL
r !
14
\ r r +
r � 44 /
9] �
FLOOD ZONE VE
ELEV. 13'
- \ r r + 9� gA gfa eA� 9 36 I.,
aA eA aA eP � C � O .
6 x
g PUMP
+ s 9 Q STATION
WOOD DECKING 8 �
9
92O 9 QQ- ( GRAVEL
AEC 3UFFF_R '�- k 3j• - .: Il DRIVE X
30 -
�� A `.
j
TEMPORARY 4.
SEDIMENT TRAP 1; • -
cp (TST #1 T BUILDING AREA 9•Q a
10,813 sq. ft. 3 5
$g5 j64
NOTE: ALL ROOF DRAINS MUST _ B,B,? 8.63
TIE INTO THE STORMWATER 1 8. 3
7�iy °� \ 00 MANAGEMENT SYSTEM
75 AEC SETBACK SF I
==
a 6 • �'
g •� o
0 • ¢2 -ems—� 8, 96 .f 896 8.65
s s • 'f..` • :* �:.•• '•'t-:'OBSERVATION PORTS/:.- 3 8 6¢ $ 33 8
\50' VEGETATIVE or 8.3 SEDIMENT CLEANOUTS �? 8 9y �`' 83 8,¢3 8.¢ 859 �9
'FILTER ¢ • _ (TYPICAL —BOTH ENDS)ti, 8,� " O
\�p aa:t z . r _:r. Ns . .... , y: ... ,. - :.yYk _ • 5 •3
10 LEVEL
SPREADER ... __.. i. a.r ,,rs.W��..y ���" ,., .� 3j
\ DETAIL y..,.._: '. •IL _a, ;�. ,.V�s.;�.e:r/ . �., wd. �... •_ 8 8.. 8'
(SEE „�� .. .Y Y;
°gSHEET CG-502) 'o, CB #2 • .E, _. �= ° x ..,.- a... ' Q8 Q ]� e 0 8
Q�
\ .4 < • u{ctLi' • J aii- •14f tides iY +a:. '.s...,FieA:. „ c V `
CB #1
r1
3 LF
\ FES 1 V a. . - r.�. ax _ 8• Q 63 LF 6" DI ® 0.0% q w # ^ r _ .. -1.. ,.,.:_.n_SfdF�i•. n�.;;:i.e.:<c. .,,�.., lr.t...:+k�, r y<_?- L.�a's O •-
°°� INV=6.80 a �f�• -` -d �_ 8 s3 — `. : � 8 ]0 8 l2 8 Q 7 y y o
a-Srrs
C8 � - _ 7 'C - �� •a r¢!Wr4..v 'r -ci, .L .... .. .. .. .. _. .. ....:y.s•e• "` .r ^w.43.G,:gd. < -w.... _ - • .r -.. /$ 0
1o� JB #1 . INLET .PROTECTION (TYP.
BUILDIN SET _ . . • r..:.. • 7
BA K - .'BYPASS SYSTEM -— • 8, = *�7
FLOOD ZONE VE SILT FENCE (TYP) a Q ¢ 150 LF 6" DI O 0.0%
ELEV. 15 ao o •
,0 R1W
Temporary Sediment'I'rap MAX SAc__J
Rxtionul Methud ('Aleulaions Q-0A
Trap Efcienc,� for 75%: Surface Area 1sq. fI.l=(IN'a1.11oss ►(O.ol 1ta3S4Ul
'Ira 1 Efficiency
DiT-mioatr
lksign
Total Trap
Disturk
drainaec'11 nisd
Required�(Ovfffi:ienl
C'
I
Q
Required
Surface Area of
Ayeraj
Average
ProvitJed
13otlom-Bp;tom. Top
Surface
Top Provided
w'eirsired
Weir
'fr' 1#
Sri-(acI _•a-rcuta �forarea
stora4c
Inlensi,1_'.-1varAim
Tray (mb ft.
Hei hl widll
Ten h
s A. nidth le h: idt
Icnethl storimc
for
TST#1 O.W. 0.40 ac 0.40 ac 724 cf 060 5.03
121
526 2.0' 16' IS'
768 14' A8' 18' 50' I 840 cf 0.40 ac 0.6
20' 0 20'
40'
OBSERVATION PORTS/
SEDIMENT CLEANOUTS r
TRENCH #1 (TYPICAL — BOTH ENDS) 7
8 ROWS OF 12" HDPE CORRUGATED PERFORATED PIPE 150 LF EA. AND 2 LO \
FLOOD ZONE VE
ELEV. 14'
TRENCH #2
5 ROWS OF 12" HDPE CORRUGATED PERFORATED PIPE 36 LF EA
IN 5' TRENCHES. SEE DETAIL.
TRENCH DIMENSIONS = 40' X 25' X 1.5'
VOLUME REQUIRED = 531 OF
VOLUME PROVIDED = 684 OF
ROWS OF 12" HDPE CORRUGATED PERFORATE0 PIPE 36 LF EA. IN 5' '¢S 6 ,
TRENCHES. SEE DETAIL. A' p 0 6
'VSS
TRENCH DIMENSIONS = 154' X 40' X 1.5' — — -C-S-R. 1568
VOLUME REQUIRED = 3,613 CIF 6 Q' PUBLIC R /W
VOLUME PROVIDED = 4,295 CF
TEMPORARY CONSTRUCTION
ENTRANCE
SCALE: 1"=20' (Horiz.) — — — — —
p REVISED PER NCDENR COMMENTS 02/17/06
B BUILDING RELOCATED, RE -ISSUED FOR PERMITTING 12/8/05
A ISSUED FOR PERMITTING 9/28/05
REV.NO. DESCRIP110NS DALE
REVISIONS
SEAL
t;1111111lH"',
GARq
aIL34a
SEAL
025Z�•
:9 E
�ar� � =
��r�rrrtttA.
tti►��
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
La Costa Development Corp.
P.O. BOX 2294
WILMINGTON, NC 28401
[phone]
La Costa Bay
N. Topsail Island, Stump Sound Township
Onslow County, North Carolina
GRADING, DRAINAGE, AND
EROSION CONTROL PLAN
1RFO
DATE:
23 May 2005
DRAWN
wit
DESIGNED
MAG
CHECKED
MAG
PR0,1 MGR.
MAG
SCALE
0C FILE NUMBER
CG-1 01
HO I ONIAl
k w4 NUMBER
1"=20'
VFRTICAt '
10
NA
STATUS: REMStON
,,..ISSUED FOR PERMITTING D
_' .
i 6
1 � Y.b, a r.-, F:l S i. -a I- ,. 1: at. kl a1/ i14, is f�l! rl.i4."f{ �i� L � �..e. , J ;♦` i+ i:, i�
F . . ,'.1 . •1 rl.}'�' if. .. t'. .. r �. .. .4...l,+all',1'.r,.tl*/h�74,'!l•�li,l Flt 1. Y'iP'. ,l I.r a. T..

N/F
HUNTER HEATH ESTATE
NO DEED REFERENCE
GOP f
PIN 428820816736
FLOOD ZONE BOUNDARY
0
R/W
SEAL
BUILDING RELOCATED. REISSUED FOR PERMITTING A ISSUED FOR PERMITTING 9/28/05 1
N.C.S.R. 1568
60' PUBLIC R/W
24J Norm tront z>treei
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
P.O. BOX 2294
WILMINGTON, NC 28401
[phone]
La Costa Bay 1
N. Topsail Island, Stump Sound Township
Onslow Cointy, North Carolina
DRAINAGE AREA MAP
K
20' 0 20' 40'
SCALE: 1"=20' (Horiz,)
0 iRF1
DATE:
23 May 200
M4- PRQ
DRAWN
wic
DESIGNED
MAG
CHECKED
MAG
PROJ. MGR.
MAG
SCALE
' M&C FILE NUMBER I
CG-1 01 A
LURI/UNIAL;
D000 NUMBER
1* = 20'
VERTICAL
10A
NA
STATUS: REMWIN
ISSUED FOR PERMITTING B.

I-- - l 1 _ .._ _. �_'_ 1.!' ism �.—, �_ .., . : e'. . ? ' .. 1 1.' . _:i'
N
w
a
LL
m
a
ca
- U
co
n
DI
12 MIN. COVER
EL. 7.0 MIRAFI 140N OR
APPROVED EQUIVALENT,
'� 1\ OVERLAP AT THE TOP 12"
00 _ #57 WASHED STONE
12" ADS N-12 HDPE CORRUGATED
EL. 5.5 PERFORATED PIPE, OR ENGINEER
APPROVED EQUIVALENT. INSTALL WITH
Z FILTER FABRIC.
EL. 3.50 SEASONAL iti 60"
HIGH WATER TABLE BOTTOM OF TRENCH SHALL
BE LINED WITH 4" OF CLEAN SAND
N OTE:
SEE PLAN FOR LOCATION AND
LENGTHS OF EXFILTRATION PIPE.
TYPICAL INFILTRATION SYSTEM DETAIL
CTRENCH #1)
NOT TO SCALE
OVERFLOW STRUCTURE
GRATE ELEV_ = 8.0
I
A
O vC'
GROUT
TOP OF TRENCH ELEV=7.0
�
[[F`00 o800° 0 000
Fj
n 0 0 O O6% 8
[1L
TOP OF CLEANOUT TO BE FLUSH
WITH PAVEMENT
0 a 0� �°�°O0 8 o o°g000c - �C�°o o '00 Oo
12" ADS N-12 HDPE CORRUGATED r
PERFORATED PIPE, OR ENGINEER L
APPROVED EQUIVALENT. INSTALL WITH
CATCH BASIN-�� FILTER FABRIC. CATCH BASIN
#57 WASHED STONE
1 SUMP BELOW INVERTS OF PIPE (TYP)
TEE JOINT WITH RISER
TYPICAL INFILTRATION SYSTEM SECTION
(TRENCH #0
NOT TO SCALE
9" MIN. COVER
/ / / / i
EL. 7.0
OD
EL. 5.5
EL. 3.50 SEASONAL N 60"
HIGH WATER TABLE
INFILTRATIO
FRAME & GRA
DEWEY BROS.
H2O LOADING
REQUIRED
FOOTING (T
PLAN
PIPE
CONTINUOUS CONCRETE COPING
6" DIP BYPASS PIPE
a
EL = 7.0
W
Q
OUTFLOW PIPE 12"
TO INFILTRATION SYSTEM N
FOOTING
L. = 5.75
#4 BARS 0 12" O.C. EACH WAY
SECTION
NOTE: WHERE JUNCTION BOX IS SPECIFIED
FRAME AND GRATE SHALL BE REPLACED BY
4" THK. 48" x 48" FLAT 3,000 PSI CONC.
TOP w/#4 REBARB 0 12" O.C. BOTH WAYS.
CATCH BASIN AND JUNCTION BOX
NOT TO SCALE
D REVISED PER NCDENR COMMENTS 02/17/06
ISSUED FOR PERMITTING 9/28/05
MIRAFI 140N OR
APPROVED EQUIVALENT;
OVERLAP AT THE. TOP 12"
#57 WASHED STONE
12" ADS N-12 HDPE CORRUGATED
PERFORATED PIPE, OR ENGINEER
APPROVED EQUIVALENT. INSTALL WITH
V - FILTER FABRIC.
BOTTOM OF TRENCH SHALL
BE LINED WITH 4" OF CLEAN SAND
NOTE:
SEE PLAN FOR LOCATION AND
LENGTHS OF EXALTRATION PIPE.
TYPICAL INRLTRATION SYSTEM - DETAL
CrRENCH #2
NOT TO SCALE
SEAL
CARS
SEAL = 3
Oda
mow.
r
0
z
F
x
W
Drop inlet Wire Fabric Metal Post
with grate
10 0' MIN. #57 Washed Stone
�-
--1 2.5'
----------------
Y, a
--- --=- #4 STONE _ ------ - Gather III —III —I I i—� I I —I
excess Buried Wire Fabric 111= I I
:------ ___------------------ _7 at corners q
--------=-- -- ------- _---== - '--� �y
��
PLAN 100' MIN.
CONSTRUCTION SPECIFICATIONS
T
3'
5'
1' min.
min.
2'
LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
2. CAREFULLY FIT HARDWARE CLOTH OR
COMPARABLE
�l
ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL
WIRE MESH WITH 1/2-INCH OPENING
OVER ALL
SECTION.
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
BLOCK OPENING TO HOLD GRAVEL IN
PLACE.
TEMPORARY CONSTRUCTION ENTRANCE
AT LEAST 2 INCH BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST
3. USE CLEAN GRAVEL,3/4-TO 1/2-INCH
IN
NOT TO SCALE
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
DIAMETER, PLACED 2 INCHES BELOW
THE TOP
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
OF THE BLOCK ON A 2:1 SLOPE OR
FLATTER AND
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
SMOOTH IT TO AN EVEN GRADE. DOT
#57 WASHED
ROWS BY PLACING 2x4 WOOF] STUDS THROUGH
STONE IS RECOMMENDED
BLOCK OPENINGS.
INLET PROTECTION
NOT TO SCALE
TOP OF CLEANOUT TO BE FLUSH
WITH PAVEMENT
OVERFLOW STRUCTURE GROUT
GRATE ELEV. = 7.75 VARIES AS DIRECTED BY ENGINEER 10' MAX.
TOP OF TRENCH ELEV=7.0 TOP STRAND MIN, #10 GUAGESTAYWIRES MIN. #12-1/2 GUA
pp o�
ao°o O '00 80°0 �°�b°°8 o0 �a
0 0 0 0 0 ° Li ca
� N
wl
Z N
J r
0 o .q� a o
O O y °p° Oo o 0p p
° 8 0 '�o O 8 ° °�O°O�' ��°0 ° °° ♦ / 77`TT�7r�7`
BOTTOM STRAND MIN. #10 GUAGE
12" ADS N--12 HDPE CORRUGATED / \\
PERFORATED PIPE, OR ENGINEER \� /
APPROVED EQUIVALENT. INSTALL WITH
CATCH BASIN FILTER FABRIC. \�
#57 WASHED STONE
� TEE JOINT WITH RISER
TYPICAL INFILTRATION SYSTEM SECTION
(TRENCH C21
NOT TO SCALE
w
0
Z
0
0
JOINT SEALANT Fn
I1
6 x 6- W1.4 x W1.4 WIRE FABRIC 0
t EXPANSION JOINT FILLER
10 MIL IMPERMEABLE LINER .
COMPACTED SOIL
0
SECTION _
N
CONCRETE DUMPSTER PAD
NOT TO SCALE
CN
BITUMINOUS SURFACE COURSE 1-2
cAGGREGATE � A� CDURSE9
Cl���..�
'COMPACTED SUBGRADE
ASPHALT PAVEMENT SEC11ON
NOT TO SCALE
WOOD HAND RAIL
EL = 8.0
STEEL OR WOOD POST
NOTES:
1. WIRE SHALL. BE A MINIMUM OF 32" IN
o
WIDTH AND SHALL HAVE A MINIMUM OF fi
1
LINE WIRES W/12" STAY SPACING GROUND
LINE to
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN W DTH AND SHALL BE FASTENED
ADEQUA'iELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
3. STEEL P0SS SHALL BE 5' 0" IN HEIGHT
V)
AND BF `)F SELF FASTENER ANGLE
0.
STEEL i PE
0-0 I
4. WOOD P''.STS SHALL BE A MINIMUM OF 6'
,.
1 `WN
IN HEIGHT AND 3" OR MORE IN DIAMETER
C)
WIRE FABRIC SHALL BE FASTENED TO WOODEN
O Lo
POST WITH NOT LESS THAN #9 WIRE STAPLES
3-
1-1/2" LONG
TEMPORARY SILT FENCE
NOT 10 SCALE
FILTER FABRIC
CHOR FILTER FABRIC SKIRT
DIRECTED BY THE ENGINEER
\\i\� \\\ \\\
1
CABLE 5' MIN.��
oo0o
6 i%p 1 1800 CU FT/ ACRE ti ?� 5' MAX.
0� 3
2"x6" PLANKSLL
1 -
I�I� -
ANCHOR III III II! I ! I I I I I �I I II-
8%8" TIMBER UNIT 8%8" TIMBER F LTER FABRIC
® 3'-6" OC Q UNIT CONTINUOUS CR�DSS SECT
00
,,0_D DESIGN 21 MIN.
°c)000 NOTE: SEITL D roF� �\ OORRFILL 6 SETTLEMENT
g��A �� ALL TIMBER TREATED - 1.5, _ - WEIR WIDTHI-
EL = 3.0 og�Qi°�o J FOR GROUND CONTACT �� - I�
5. MAX I SIDE ANCHOR III '' _' II'I Si_OPE MA EMERGENCY
BY—PASS 6"
"X8" TIMBERFILTER FABRI I — III 1:1 SIDE BELOW LED
TOPOF
UNIT CONTINUOUS
CABLE NATURAL
GROUND
STONE SECTION
TEMPORARY SEDIMENT TRAP
TIMBER RETAINING WALL
NOT TO SCALE
La Costa om"hevelopment Corp.
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 E80006691
www.mckimcreed.com
P.O. BOX 2294
WILMINGTON, NC 28402
[phone]
NOT TO SCALE
La Costa Boy
N.Topsall Beach, Stump Sound Township
Onslow County, North Carolina
DETAILS
DATE:
23 May 2005
MCE PROJ.
2781-0009
DRAWRI
WJc
DESIGNED
MAG
CHECKED
MAG
PKOJ. MGR.
MAG
SCALE M&C FILE NUMBER
CG-501
HCHiZQNTAL,
1- = 20'
VERTICAL: 11
NA
STATUS: REVISION
ISSUED FOR PERMITTING D
.'4
I t� � �., � I r •� r � � :� •' i i„ { 1 1r i � � � I; � :�I ,I Iy
-�.t

7,
i
G
LEVEL SPREADER DETAIL (FLAN VIEW)
NOT TO SCALE
LEVEL SPREADER DETAIL (PROFILE VIEW
NOT TO SCALE
NTES7
1. ENSURE THAT THE SPREADER UP IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF.
2. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL)
iAL 1
D REVISED PER NCDENR COMMENTS
A -ISSUED FOR PERMITTING 9/28/OS
REV.NO. I DESCRIPTIONS DALE
1
1111114 040'
CAR 0.
r SEAL
_+ 7�
cf?
,���+/f1111111111,,
SEAL
Z N fM & =D
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed, com
10 LF 1 23 LF
I 6- DIP
00.0%
JB #1
CB #2
6" DIP BYPASS PIPE
INV. OUT=7.0
INV. IN= 7.0
150 LF
6" DIP ®0.0%
TRENCH #1
----------------------- _ f
CB #1
-rr2r-Ai^Lr 1Ln
6" DIP BYPASS PIPE
INV. OUT=7.0
INV. IN=7.0
INFILTRATION SYSTEM BYPASS DETAIL: (PROFILE)
NOT TO SCALE
La Costa DelvIlelopment Corp.
P.O. BOX 2294
IRLMINGTONf NC 28402
[phone]
23 LF
6" D1 00.0%
63 LF
6" DIP 00.0% --�
-- 7.0
------------------------- --
TRENCH #2 ;
-�---------------------- - �--�
5.5
CB #3
La Costa Bay
N.Topsaii Beach, Stump Sound Township
Onslow County, North Carolina
DETAILS
6" DIP BYPASS PIPE
INV. OUT=7.0
INV. IN=7.O
DATE:
23 May 2005
MCE PROJ.
2781-0009
DRAWN
wic
DESIGNED
MAG
CHECKED
MAG
PROD. MGR.
MAG
SCALE
M&-C FILE NUMBER
CG-- 502
HORIZONTAL:
DRA1HNsi NUfr1IER
1- = 20'
VER TI CAL:
12
NA
A TU S: ■��,■■., RE
MSON
ISSUED FOR PERMITTING D
IN
66
— - - •, - - --- •i�- --� a .�-,},- ,�_ ,.- -
s