SW8070138_APPROVED PLANS_20070327

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0-1 o 13W
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0 o-I o32-I
YYYYMMDD

ROBERT RUARK DR.
SITE
INDIGO DR. MAPLE
STREET
N.C. HWY 133
N w
U F-
Z Cn
w
9TH STREET O N
W E
E $
NG GRID SYSTEM
NAD83
VICINITY MAP
NOT TO SCALE
APPROVED
t OAROLINA ENVIRONMENTAL
WWAGEMENT COMMISSION
DMSiON OF WATER QUALITY
OWNER/APPLICANT
CAPE FEAR TRADING GROUP IV, LLC
109 N. DAVIS STREET
SOUTHPORT, NORTH CAROLINA 28461
[phone]
CONTACT: MR. ROD HYSON, SR.
CIVIL ENGINEERING
MCKIM & CREED
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA 28401
[phone] (OFFICE)
[phone] (FAX)
CONTACT: RICHARD M. COLLIER, P.E.
BOUNDARY SURVEY
McHENRY SURVEYING
8509-1 E. OAK ISLAND DR.
OAK ISLAND, NORTH CAROLINA 28465
[phone]
CONTACT: MR. BOBBY MCHENRY
DEVELOPMENT COORDINIATOR
CAPE FEAR TRADING GROUP IV, LLC
109 N. DAVIS STREET
SOUTHPORT, NORTH CAROLINA 28461
[phone]
CONTACT: ERIC LAPPALA, P.E.
COMMUNITY DESIGNER & LAND PLANNER
H. BURKERT & COMPANY
668 MIDWAY RD. SE
BOLIVIA, NORTH CAROLINA 28422
[phone]
CONTACT: MS. HEATHER BURKERT, RLA #870
NOTES:
1. FINANCIALLY RESPONSIBLE PARTY:
CAPE FEAR TRADING GROUP IV, LLC
109 N. DAVIS STREET
SOUTHPORT, NORTH CAROLINA 28461
2. 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.
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGITATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY
EVENT, SLOPES LEFFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF
COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVISES, OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
/CALL NC ONE CALL
BEFORE YOU DIG
STO P
1-800-632-4949
LAVOID UTILITY DAMAGE,
PHONE# [phone]
STEVENS PARK -PHASE I
RESIDENTIAL DEVELOPMENT
NCDENR STORMWATER
CAPE FEAR TRADING GROUP IV, LLC
FEBRUARY 26, 2007
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FMI
�CII1ICCi�'1
BURKERT & CO
NDSCAPE ARCHITECTURE & LAND PLANNING
668 Midway Road • Bolivia, NC 28422 • www.hburl<er-t.com
Tele 910.253.951 5 -Bolivia • 910.763.4600 -Wilmington • Fax [phone]
LOCATION MAP
NOT TO SCALE
MqKM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
AA0002667 E80006691
SHEET INDEX
SHEET #
FILE#
DESCRIPTION
1
G-C1
COVER
2
G-(2
GENERAL NOTES
3
CS-01
SITE PLAN
4
CS-02
PARTIAL SITE PLAN
5
CSA03
PARTIAL SITE PLAN
6A
CG101A
DRAINAGE AREA MAP
6
C(�101
SEDIMENT EROSION CONTROL &
STORMWATER PLAN
7
CI-102
e 1
SEDIMENT EROSION CONTROL &
'ITII ITv nl nnl
STORMWATER PLAN
^-1
T�E7
19
& EROSION
CONTROL DETAILS
11
C,-501
GRADING, DRAINAGE,
12
C:-502
GRADING, DRAINAGE,
& EROSION
CONTROL DETAILS
13
C4-501
POND DETAILS (A &
B)
14
C1-502
POND DETAILS (C &
D)
SEAL _
22574 _
qR� M C0�\
„� Iilll Vol
a
PRELIMINARY PLAT
AND MAJOR SUBDIVISION
CAPE FEAR TRADING GROUP IV, LLC
STEVENS PARK -RESIDENTIAL DEVELOPMENT
PHASE 1
0
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www.mckimcreed.com

TEMPORARY SEEDING
,.
GRASS TYPE
AMOUNT/
1000 S.F.
11ME OF
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
AMOUNT
TIME OF
GRASS TYPE
1000 S..
SEEDING
INITIAL
BERMUDA, COMMON
1-2 LBS.
APRIL THRU
JUNE
25
LBS. 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)
SEEDBED PREPARATION
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELLOW).
CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
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.
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 DLO EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE. LIMITS OF CONSTRUCTION = 15.82 ACRES.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
CONTROL PLAN IS A VIOLATION OF THE NCDENR 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 DAYS OF
COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES WITHIN
30 WORKING DAYS OR 120 CALENDAR DAYS, WHICHEVER IS SHORTER.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE NCDENER DLQ ENGINEERING
DEPARTMENT.
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 30
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.
EROSION CONTROL 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. 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 CONSTRUCTION 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% STD. PROCTOR MAXIMUM DRY 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.
STAGE 1 CONSTRUC110N SEQUENCE
1. ESTABLISH LIMITS OF CONSTRUCTION.
2. INSTALL SILT FENCE INLET PROTECTION.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES AS SHOWN ON
PLANS. CONTRACTOR SHALL MAINTAIN A SUFFICIENT GRAVEL
ENTRANCE UNTIL FINAL SUBGRADE IS ESTABLISHED. IF DIRT/MUD
ON THE ROAD BECOMES AND ISSUE, THEN A WASHRACK WILL NEED
TO BE INSTALLED.
4. BEGIN CLEARING AND GRUBBING WITHIN LIMITS.
5. INSTALL TEMPORARY SEDIMENT BASIN WITH BAFFLES(3) AND
SKIMMER, TEMPORARY DIVERSION DITCHES, AND TEMPORARY
SEEDING. TEMPORARY DIVERSION DITCHES WILL BE LINED WITH SOD.
PERMANENT POND WILL ACT TEMPORARY SEDIMENT BASIN. ATTACH
SKIMMER TO OVERFLOW RISER STRUCTURE.
6. STRIP 6" OF TOPSOIL
STAGE 2 CONSTRUCTION SEQUENCE
1. INSTALL PROPOSED STORM DRAINAGE SYSTEM.
2. INSTALL SILT FENCE INLET PROTECTION.
3. ONCE ROADWAYS ARE RAVED, REMOVE SILT FENCE INLET
PROTECTION AND INSTALL BLOCK & GRAVEL INLET PROTECTION.
SILT FENCE INLTET PROTECTION FOR CATCH BASIN IN FUTURE
PHASES WILL REMAIN IN PLACE UNTIL FURTHER NCDENR EROSION
CONTROL PERMIT IS OBTAINED.
4. INSTALL RIPRAP APRONS.
5. INSTALL PERMANENT SEEDING.
6. TEMPORARY SEDIMENT BASIN MUST REMAIN INSTALLED AND
FUNCTIONING PROPERLY. THE TEMPORARY SEDIMENT BASIN WILL BE
UTILIZED IN PHASE 1. EROSION CONTROL DEVICES SUCH AS SILT
FENCE AND TEMPORARY SEDIMENT BASIN MUST REMAIN INSTALLED
AND FUNCTIONING PROPERLY UNTIL THE DRAINAGE AREA HAS BEEN
PERMANENTLY STABILIZED.
NOTE (G.S.113A-9 (2))
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGITATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVISES,
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
V-6"
1/2" RADIUS �\ t�-6'---�
3' RADIUS
el i 4,000 PSI 1/g" RADIUS
L-
!MPX
2'
2' STANDARD CURB AND GUTTER
NOT TO SCALE
PAVEMENT SECTION
NOT TO SCALE
R/W
1 30'-0'
5,-0" 6 6„
SIDEWALK
C
CITY OF STHPORT - PREUMINARY PLAT REVISION
2/26/07
B
TOWN 1' SOOUUTHPORT - PRELIMINARY PLAT COMMENT REVISIONS
2/5/07
A
PREUMWARY PLAT SUBMITTAL TO CITY OF SOUTHPORT
12/15/06
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
VALLEY GUTTER
SEAL
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
20.0
SPOT ELEVATION
LIMITS OF CONSTRUCTION-LOQ-L00--
INLET PROTECTION
TEMP. CONTT. ENTRANCE
TEMP. ROCK CHECK DAM
SILT FENCE ❑ ----o ---a-- -n
TREE PROTECTION FENCE
TEMPORARY
_)ID mT-
�f'
DIVERSION DITCH
PROPERTY LINE
EASEMENT
W
WATER LINE
FM
FORCE MAIN
SS
SANITARY SEWER
STORM DRAIN
6 1/2"
4,000 PSI
e18" RADIUS e ,
e
e
2'-0"
2'-0' VALLEY GUTTER
NOT TO SCALE
SURFACE COURSE SF 9.5 A L-n
INTERMEDIATE COURSE 1 19.0 B --1.5' 1 19.0 B
COMPACTED SUBGRADE
HEAVY DUTY ASPHALT
.5" SF 9.5 A PAVEMENT SECTION (ROADWAYS)
.5" 1 19.0 B NOT TO SCALE
N
ABC STONE
SURFACE COURSE SF 9.5 A/�
MPACTED BACKFILL i G C GQ5 �rgSE` RS l�QC
COMPACTED SUBGRADE
LIGHT DUTY ASPHALT PAVEMENT
SEC11ON (PARKING LOTS)
NOT TO SCALE
60' R/W
6'-6" 5'-0"
SIDEWA
PARKING AISLE
1/4":1 FT
SEE PAVMENT SECTION 2'-0" VALLEY 7.7Z:
ROADWAY SECTION (37' B/C)
WITH AISLE PARKING (60' R/W)
NOT TO SCALE
- ,p
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 TOWN OF LELAND AND BRUNSWICK COUNTY WATER AND
SEWER DISTRICT 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
4,000 PSI CONCRETE SIDEWALK,
BROOM FINISH, SLOPE 1/4" /FOOT
IN DIRECTION OF DRAINAGE
1
COT =1 I 1=1I 1=1I1=1II-1I
FIN
COMPACTED SUBGRADE
1" RADIUS
0.9
PAVEMENT
STANDARD CONCRETE SIDEWALK SEC11ON
NOT TO SCALE
STANDARD SIDEWALK DETAIL
NOT TO SCALE
le
L411� 111 ►ELT
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 AND SHALL BE DISPOSED OF OUTSIDE THE PROJECT LIMITS
AT THE CONTRACTOR'S EXPENSE. CONTRACTOR IS RESPONSIBLE FOR 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 DEPTF'.
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. ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS III UNLESS OTHERWISE NOTED ON THE PLANS.
7. 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 FOR REVIEW AND APPROVAL BY APPLICABLE REGULATORY AGENCIES
AND 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.
8. 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. THE TRUCKS SHALL BE FULLY COVERED
TO PREVENT MATERIAL FROM LEAVING THE TRUCK DURING HAULING. 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.
9. 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.
10.REFER TO BRUNSWICK COUNTY WATER AND SEWER SPECIFICATIONS AND TO BRUNSWICK COUNTY
WATER AND SEWER EXTENSION POLICY.
11. DO NOT PLANT TREES OVER WATER MAINS, SEWER MAINS OR WITHIN THEIR EASEMENTS.
12. 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.
13. 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.
EDGE LINE
�4 /8
YELLOW OR WHITE
TURN LANE LINE
0707/7
WHITE
T�4"/6"*
1
CENTER LINE
/8
YELLOW
T�4
T
GORE LINE
�8 /12
WHITE
T
DIAGONAL LINE
S8
YELLOW OR WHITE
T
CROSSWALK LINE
8"/24"*
10' SKIP LINES
YELLOW OR WHITE
I I 4"
I- 10'
30
40
2' MINI -SKIP LINES
YELLOW OR WHITE
4
2
15 --�
WHITE i
STOP OR TRANSVERSE BAR I 24"
*NOTE: WHERE TWO WIDTHS ARE INDICATED, THE
WIDTH APPLIES FORA "NORMAL" WIDTH LINE. THE SECOND
WIDTH APPLIES FOR A "WIDE" LINE. "WIDE" LINES ARE
REQUIRED WHEN DESIGNATED IN THE PLANS, OR WHEN
DIRECTED BY THE ENGINEER.
WHITE
PAVEMENT MARKINGS LINE TYPES
NOT TO SCALE
�� i,P• ' ♦ STEVENS PARK DATE: FEB 2007 SCALE M&C FILE NUMBER
S !p �",� %, VICE PROD. # 04685-0003 G-002
'9� �ITv,MCIQM&CREED PHASE 1 -PRELIMINARY PLAT DRAWN BQE HORIZONTAL: DRAWING NUMBER
SEAL' SOUTHPORT NORTH CAROLINA DESIGNED BCE NA
„ ti 243 North Front Street CAPE FEAR TRADING GROUP, LLC CHECKED RMC VERTICAL: 2
Ze REV ti ;y- y Wilmington, North Carolina 28401
PROJ. MGR. RMC NA
GO /� Phone: [phone] Fax: [phone]
If ''6E 1,b AA0002667 EB0006691 GENERAL NOTES & LEGEND CTATUs:PRELIMINARY
REVISION
www.mckimcreed.com DESIGN
NOT RELEASED FOR CONSTRUMNO
6
s

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E
r
c
51
n
i-
11
LEGEND
EXISTING CONTOUR - --- -- -- `� -- -- --
PROPOSED CONTOUR 5
LIMITS OF CONSTRUCTION �LOO--
INLET PROTECTION .I
TEMP. CONST. ENTRANCE
TEMP. ROCK CHECK DAM
¢NdT
NOM
M 66
.66 n,
BURKERT & CO.
.NDSCAPE ARCHITECTURE & LAND PLANNING
668 Midway Road • Bolivia. NC 28422 • www.hburkert.com
Tcic 910.253.9515 -Bolivia • 910.763.4600 -Wilmington • Fax [phone]
us
V J � J 1 1 � v � ♦ ♦ • ♦ ill
STEVENS PARK
PHASE II ti » J/ { ✓/ ;„ "�"i7 +' E TS D� + L "
(FUTURE)
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C
CITY OF SOUTHPORT - PRELMINARY PUT REVISION
2/26/07
B
TONV OF SOUTHPORT - PREU INARY PUT COMMENT REVISIONS
2/5/07
A
TOM OF SOUTHPORT - PREUMINARY PLAT
12/04/06
REVAO.
DESCRIPTIONS
DATE
IONS
SESLI
t
SEAL
022574
•,. Kiam s
0
9TH STREET
v N FKII I&CREED
v
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
STEVENS PARK
PHASE II
(FUTURE)
M
N
200 0 1 200 400
SCALE: 1 "=200'
CAPE FEAR TRADING GROUP, LLC
SITE NOTES -
1. PROPERTY ADDRESS: 808 WEST 9TH STREET, BRUNSWICK COUNTY, NORTH CAROLINA
2. CURRENT LAND USE (LAND CLASSIFICATION) : VACANT/UNDEVELOPED
3. PROPOSED LAND USE: RESIDENTIAL SUBDIVISION
4. ZONED : R-10 AND R-20
5. PARCEL # 2370000401
6. DEED REFERENCE: BOOK 2220 - PAGE 1117
7. TOTAL TRACT AREA: 97.00t ACRES
8. TOTAL DRAINAGE AREAS = 104.94 ACRES
9. WATERSHED = CAPE FEAR RIVER
10. WATERSHED CLASSIFICATION = SC; Sw
11. AVERAGE EXISTING GROUND Slope = 1%
12. SOIL TYPE(S) = C, A, D
13. THIS PROPERTY IS WITHIN A FLOOD AREA ZONE X AS DETERMINED BY THE FEMA MAPS.
3720209600J, MAP REVISED JUNE 2, 2006.
14. THIS PROPERTY DOES NOT CONTAIN ANY A.E.C. AREAS AND IS NOT UNDER CAMA
JURISDICTION.
15. WATER SERVICE TO BE PUBLIC PIPED DISTRIBUTION SYSTEM OWNED AND OPERATED BY
CITY OF SOUTHPORT.
16. SEWER SERVICE TO BE PRIVATE PIPED DISTRIBUTION SYSTEM OWNED AND OPERATED BY
HOMEOWNER'S ASSOCIATION (HOA).
17. HOA SHALL BE FORMED TO GUARANTEE CONTINUAL MAINTENANCE OF THE COMMON
AREAS AND OPEN SPACE.
18. ALL INTERIOR ROADWAYS ARE TO BE BUILT TO CURRENT CITY OF SOUTHPORT UNIFIED
DEVELOPMENT ORDINANCE (UDO) STANDARDS.
19. ALL INTERIOR ROADWAYS ARE PRIVATE AND SHALL BE DEDICATED TO THE HOA UNLESS
OTHERWISE STATED.
20, THIS PLAN IS PRELIMINARY AND IS SUBJECT TO CHANGE IN ACCORDANCE WITH THE
PROVISIONS OF THE CITY OF SOUTHPORT UDO.
21. THE DEVELOPERS HAVE THE SOLE RIGHT TO MODIFY THIS MASTER PLAN IN
ACCORDANCE WITH MARKET CONDITIONS OR OTHER CONDITIONS THAT INDICATE A
CHANGE IS DESIRED OR REQUIRED. ANY AND ALL CHANGES MUST BE REVIEWED BY
THE PLANNING DEPARTMENT.
22. BUFFERS WILL BE PROVIDED PER CURRENT CITY OF SOUTHPORT LIDO.
23. ALL LOTS SHALL MEET CURRENT CITY OF SOUTHPORT UDO.
24. WETLANDS IMPACTED BY DEVELOPMENT WILL BE MITIGATED IN ACCORDANCE WITH
ECOSYSTEM ENHANCEMENT PROGRAM.
25. TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD.
MINIMUM LOT REQUIREMENTS:
ZONING DISTRICT
R-10
RESIDENTIAL CLUSTER
R-20
RESIDENTIAL CLUSTER
MINIMUM LOT WIDTH (FEET)
_
40
40
MINIMUM AREA (SO FT)
6,000 (60% CLUSTER)
10,000 (REG R-10)
9,000 (60% CLUSTER)
15,000 (REG R-20 W/ PUB.
MINIMUM FRONT YARD (FEET)
15
15
MINIMUM REAR YARD (FEET)
12
12
MINIMUM SIDE YARD (FEET)
6
6
MAXIMUM HEIGHT (FEET)
35
35
NOTE PARKING FOR INDIVIDUAL LOTS TO BE LOCATED ON PARCEL. TWO (2) SPACES FOR A TOrAL
OF 308. ALL LOTS REAR ACCESS UNLESS OTHERWISE SPECIFIED. TOTAL OF 427 AUXILIARY PARKING
INCLUDING BALL FIELDS AND SWIMMING AREAS. TWO (2) SPACES FOR 100 SF OF WATER AREA
AND ONE (1) SPACE FOR 100 SF OF FLOOR AREA FOR CLUBHOUSE. REQUIRED: 319 SPACES.
ADDITIONAL TO BE USED FOR BALL FIELDS.
DEVELOPMENT DATA::
LOT YIELD
PROPOSED 154 LOTS
PROPOSED 154 UNITS
*ATTACHED LOT YIELD PLAN ALLOWS FOR 155 LOTS
PROPOSED LOT DATA:
ZONING DISTRICT
R-10
RESIDENTIAL CLUSTER
R-20
RESIDENTIAL CLUSTER
TOTAL LOTS PROPOSED
18
136
TOTAL UNITS PROPOSED
18
136
AREA OF LOTS PROPOSED (AC)
2.69
35.28
AVERAGE LOT SIZE (SO FT)
6,512
11,380
SMALLEST LOT SIZE (SO FT)
6,007
8,903
LARGEST LOT SIZE (SO FT)
7,385
23,652
REQUIRED OPEN SPACE:
OPEN SPACE CALCULATIONS
ZONING DISTRICT CALCULATION
R-10 RESIDENTIAL CLUSTER TOTAL PROPOSED # OF DWELLING UNITS X (1/57) OR (0.0175) = (X)
+ (15% X TOTAL GROSS TRACT AREA) = REQUIRED OPEN SPACE (AC)
THEREFORE, 18 PROPOSED UNITS X 0.0175 = 0.32 AC +/- (0.15 X 5.90 AC)
0.32 AC +/- +0.89 AC
REQUIRED OPEN SPACE = 1.21 AC +/-
R-20 RESIDENTIAL CLUSTER TOTAL PROPOSED # OF DWELLING UNITS X (1/57) OR (0.0175) = (X)
+ (15°% X TOTAL GROSS TRACT AREA) = REQUIRED OPEN SPACE (AC)
THEREFORE, 136 PROPOSED UNITS X 0.0175 = 2.36 AC +/- (0.15 X 82.87 AC)
2.36 AC +/- +12.43 AC
REQUIRED OPEN SPACE = 14.79 AC +/-
'BASE INFORMATION SUPPLIED BY H. BURKERT & CO.
TOTAL REQUIRED OPEN SPACE = 1.21 + 14.79 = 16 AC
TOTAL PROPOSED OPEN SPACE = 22.87 AC (1/2 STORMWATER PONDS AND WETLANDS + AREAS AS SHOWN)
(T26 AC + 12.76 AC)
STEVENS PARK
PHASE 1 -PRELIMINARY PLAT
SOUTHPORT, NORTH CARD INA
OVERALL SITE PLAN
DATE:
FEB 2007
MICE PROJ. #
4685-0003
DRAWN
BCE
DESIGNED
BCE
CHECKED
RMC
PROJ. MGR.
RMC
SCALE
HORIZONTAL
1* = 200'
VERTICAL:
NA
M&C RLE NUMBER
CS-101
D?A1NG NUMBER
3
STATUS: PRELIMINARY DESIGN REVISION
NOT RELEASED FOR CONSTRUCTION C
rn

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C
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I I 1 1
w W
W W W W W
v" 4, A, N, v W W W W
W W W W W A, W W W W W
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W W W W W V, W W W W W W W W W
W W W W A, W W IV W v W W W W
W W 4" W W W W W W W W W W W
W W W W IV W W W W W W W W W
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59 A,It,W W III, IV
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W W + W \ SITE NOTES' W N,A,W N,N,W W IV W W W W IVN, W
W N, A,
W W W W W W W IVW W W W W N,W W
\ W W W W W W W W W W W W W w W W W W \ AT PRO Rrr uC� N, W 1. PROPERTY ADDRESS: 808 WEST 9TH STREET, BRUNSWICK COUNTY, NORTH CAROLINA
W NI,W W A, N, JW W W ..• W W W 10 Bu ER W W W W 2. CURRENT LAND USE (LAND CLASSIFICATION) VACANT/UNDEVELOPED / W W A,W IV
W W W IV
W N,W W W IV
W W W W W W
\ � W W W W W W W W W v W W W W W W W W 3. PROPOSED LAND USE: RESIDENTIAL SUBDIVISION
W W W W W W W W W W J" W J, N, W W W 'y N, W W W W W W 4. ZONED : R-10 AND R-20
W W W W W W N, W IVW W IV III, W 5. PARCEL 2370000401
\ W W N,W N,W W W N, IV
W IVA,N,W W IV IV IV N, N, W W IV#
W W W W A, N,6. DEED REFERENCE: BOOK 2220 -PAGE 1117
W W W W W W W W W P A$G v W W W W W W W W - W W W 7. TOTAL TRACT AREA: 97.00t ACRES
W W W N, W W W W W __ 8. TOTAL DRAINAGE AREAS = 104.94 ACRES
W W W W W W W W 1 W W W W W W W W W W W W9. WATERSHED = CAPE FEAR RIVER
W W W W W W W W W W W W W W W W W W W W W W N,10. WATERSHED CLASSIFICATION = SC;Sw
W W W W W 11. AVERAGE EXISTING GROUND Slope = 1%
I W W W W W W W W W W W W W W W W W W W W W 12. SOIL TYPE(S) = C, A, D
W W W W 13. THIS PROPERTY IS WITHIN A FLOOD AREA ZONE X AS DETERMINED BY THE FEMA MAPS.
W W W W W W W W W W W W W W W W W
3720209600J, MAP REVISED JUNE 2, 2006.
•0 W W W W W W W W W W W W W W W W 14. THIS PROPERTY DOES NOT CONTAIN ANY A.E.C. AREAS AND IS NOT UNDER CAMA
/ JURISDICTION.
W W W W W W W W W W W W W W W W 44 15. WATER SERVICE TO BE PUBLIC PIPED DISTRIBUTION SYSTEM OWNED AND OPERATED BY
/s.555 SF � CITY OF SOUTHPORT.
/ W W W W W v W W W W W W W W W 0.36 AC
y yse.. 16. SEWER SERVICE TO BE PRIVATE PIPED DISTRIBUTION SYSTEM OWNED AND OPERATED BY
WETLANDS TO BE PLACED IN ' y1e'!' _ HOMEOWNER'S ASSOCIATION (H).
W W W W W W W W W W W L 17. HOA SHALL BE FORMED TO GUAAARANTEE CONTINUAL MAINTENANCE OF THE COMMON
CONSERVATION EASEMENT AREAS AND OPEN SPACE.
18. ALL INTERIOR ROADWAYS ARE TO BE BUILT TO CURRENT CITY OF SOUTHPORT UNIFIED
bs
It, It, N, W W 9F
it DEVELOPMENT ORDINANCE (LIDO) STANDARDS.
I / 65 / i / /gjjp. W W W 10.31ACit a z 19. ALL INTERIOR ROADWAYS ARE PRIVATE AND SHALL BE DEDICATED TO THE HOA UNLESS
/ 10.332ACF !/ '4SF .'� - W W W W W W W J W W W W W W W `.. J" \`
y - _ OTHERWISE STATED.
ot3' MFHr' \ - ^' 20. THIS PLAN IS PRELIMINARY AND IS SUBJECT TO CHANGE IN ACCORDANCE WITH THE
C4 / / •>- W W W W .o- W W W W W . w W W W W "z PROVISIONS OF THE CITY OF SOUTHPORT LIDO.
14,971 SF //dddddd i : !, > \� l
0.34 AC i' / ! 6 W W W �. W W W W �W W W. W w W I10, - / 21. THE DEVELOPERS HAVE THE SOLE RIGHT TO MODIFY THIS MASTER PLAN IN
63 / i �' •\ \ wry. �/ ACCORDANCE WITH MARKET CONDITIONS OR OTHER CONDITIONS THAT INDICATE A
/ 15,00 SF W W- W It, III, It, N, N,W W46
0.34 AC i 9 /: ;/ / 141 SF ,�/ CHANGE S DESIRED OR REQUIRED. ANY AND ALL CHANGES MUST BE REVIEWED BY
62 / / i "'T W W W W W C G •y •y .y �$ 1-w 0.32 AC /' THE PLANNING DEPARTMENT.
>� j 14,996 SF // L Vi 22. BUFFERS WILL BE PROVIDED PER CURRENT CITY OF SOUTHPORT UDO.
0.34 AC I" POND* W I W W ^h/ W _ , _ /� 23. ALL LOTS SHALL MEET CURRENT CITY OF SOUTHPORT UDO.
aG S TI /
15,WO SF j/ ! :/ W W \ W W W W W,' yi \� � / 24. WETLANDS IMPACTED BY DEVELOPMENT WILL BE MITIGATED IN ACCORDANCE WITH
0.34 AC n .> ECOSYSTEM ENHANCEMENT PROGRAM.
60 It, W ,I, V, 15.00 SF 25. TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD.
15,001 SF /�1 / /: Fgss \ / 034 AC
0.34 AC i .y+ / �M .. W W v\ W It, A, /V, It,W �\
///
/ 59 cr �0
15,085 SF / ./1\y,/ - �\�..\
0.
�A / \ 15,00 Sr ' �>§.• :/ / i : / 16,086 SF / // / \!flf W W W W 'W 0.34 AC
/ 0.37 AC
o ^
i • ��.t• ./ / 14,989 3 L 15,000 SF . /
W W 0.34 AC /
]6
i0 vi 14,98J Sr \
0.34 AC
g �
15,000
F 0.34 AC �..� yN:/15,003 SF
X
75
0.26 AC
78
B2 0.34 AC
j 19J51 SF I r' - / `'
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AS
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15,008 SF
I 0.34 AC
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m
74
0,610
10.24 AC
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,
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111,145 SF 1 11.258 SF I
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0.21 AC •o I
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II II II li
91 90 89 66 87 Q
9.00 SF j 9= SF i j 9,00 SF 1 9.000 SF I IZ702 SF I
0.21 AC - I : 0.21 AC - I : 0.21 AO -' 1 : 0.21 AC - I 0.29 AC- : r
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EMENT_
�0 UTI-LI_TY Ef
IF
II I I I I
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10452 SF
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I
C
CITY OF SOUTHPORT - PREUMINARY PLAT REVISION
2/26/07
6
1 TOWN OF SOUTHPORT - PREUMINARY PLAT COMMENT REMSION
1/5/07
A
TOWN OF SOUTHPORT - PRELIMINARY PLAT
12/04/06
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
RAISED INTERSECTION
SEE SHEET D.1
'CONS
RVR110N EAS
ENT- --
- -'
.' 1i
ii
1i
II
\ \
I
1
1 \ \
10.29 ACC
1. I I '\
III
1:
55 III
54 III 53 1
14.093 SF
\.\ 0.32 AC
'
15988 SF 1
I
15,002 SF
0.44 AC
1 14.992 SF 111 14.992 SF tit
1 0.34 AO I 0.34 AC I :
52
1 0 3] AC
I I
13.729 5F
0.32 AC
L_..-Li'
79:-
EASEM NT
1
/
-'- SOH LAKE IDE DRIVE 112 LF)-5'0-TWO-WAY
RO /
t
EASEMENT
i i i
_UTILI _
i
_
i i i I
1
I I I
1 III
1 16J 9 SF
0.39 AC Id
I
111
17.02 SF I
0.39 AC I
I I I I
III
42
15,000 SF I Q1 15,051 sF<I
It-fl 0.34 AC 1 0.35 AC n' 1
r8
6
li
I
ii
ii I
i
I
L
-75',
t. :7fiJ
I� , r ' r.-., _--1 r _.�
I ! I I I i! i i
v
v� &CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
CAPE FEAR TRADING GROUP, LLC I
N
100' 0 100' 200'
SCALE: 1"=100' (Horiz.)
LEGEND
EXISTING CONTOUR
- "- -- - °--- - --- ---
PROPOSED CONTOUR
5
LIMITS OF CONSTRUCTION
LOO--
INLET PROTECTION
TEMP. CONST. ENTRANCE
TEMP. ROCK CHECK DAM
r STEVENS PARK
PHASE 1 -PRELIMINARY PLAT
SOUTHPORT, NORTH CAROLINA
PARTIAL SITE PLAN
DATE:
FEB 2007
MCE PROJ. #
4685-0003
DRAWN
BCE
DESIGNED
BCE
CHECKED
RMC
PROJ. MGR.
RMC
N.
SCALE
HORIZONTAL:
1-=100'
VERTICAL:
NA
McC RLE NUMBER
CS-102
el
STATUS: PRELIMINARY DESIGN REVISION
NOT RELEASED FOR CONSTRUCTION C
m

EASEMENT FOR EGRI
INGRESS, & REGRE
PER DB 550 PG 1
(2.66 AC / 116,093
- CITY OF SOUTHPORT OMITS + + + + + + +
(APPROX LOCATION) - - _ _
PROPOSED RAISED
PEDESTRIAN CROSSWALK
SPEED CONTROL DEVICE
SEE SHEET DA
C
CITY OF SOUIHPORT - PREUMINARY PLAT REVISION
2/26/07
B
TOWN CF SOUTHPORT - PREUMINARY PLAT COMMENT REV.
2/5/07
A
TOWN OF SOUTHPORT - PREUMINARY PLAT
12/04/06
REV.NO.
DESCRIPTIONS
DATE
REMSIO S
+
+
-i-
+
+
+
+-
+
+
+
+
+
+
+
+
+
+
+
.
+ I
+
-+
{.
f
-F
+
+
+
+
I
�v FMM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
9TH STREET
RAISED INTERSECTIONS
SEE SHEET D.1
CAPE FEAR TRADING GROUP, LLC I
SITE NOTES
1. PROPERTY ADDRESS: 808 WEST 9TH STREET, BRUNSWICK COUNTY, NORTH CAROLINA
2. CURRENT LAND USE (LAND CLASSIFICATION) : VACANT/UNDEVELOPED
3. PROPOSED LAND USE: RESIDENTIAL SUBDIVISION
4. ZONED : R-10 AND R-20
5. PARCEL # 2370000401
6. DEED REFERENCE: BOOK 2220 - PAGE 1117
7. TOTAL TRACT AREA: 97.00t ACRES
8. TOTAL DRAINAGE AREAS = 104.94 ACRES
9. WATERSHED = CAPE FEAR RIVER
10. WATERSHED CLASSIFICATION = SC;Sw
11. AVERAGE EXISTING GROUND Slope = 1%
12. SOIL TYPE(S) = C, A, D
13. THIS PROPERTY IS WITHIN A FLOOD AREA ZONE X AS DETERMINED BY THE FEMA MAPS.
3720209600J, MAP REVISED JUNE 2, 2006.
14. THIS PROPERTY DOES NOT CONTAIN ANY A.E.C. AREAS AND IS NOT UNDER CAMA
JURISDICTION.
15. WATER SERVICE TO BE PUBLIC PIPED DISTRIBUTION SYSTEM OWNED AND OPERATED BY
CITY OF SOUTHPORT.
16. SEWER SERVICE TO BE PRIVATE PIPED DISTRIBUTION SYSTEM OWNED AND OPERATED BY
HOMEOWNER'S ASSOCIATION (HOA).
17. HOA SHALL BE FORMED TO GUARANTEE CONTINUAL MAINTENANCE OF THE COMMON
AREAS AND OPEN SPACE.
18. ALL INTERIOR ROADWAYS ARE TO BE BUILT TO CURRENT CITY OF SOUTHPORT UNIFIED
DEVELOPMENT ORDINANCE (UDO) STANDARDS.
19. ALL INTERIOR ROADWAYS ARE PRIVATE AND SHALL BE DEDICATED TO THE HOA UNLESS
OTHERWISE STATED.
20. THIS PLAN IS PRELIMINARY AND IS SUBJECT TO CHANGE IN ACCORDANCE WITH THE
PROVISIONS OF THE CITY OF SOUTHPORT UDO.
21. THE DEVELOPERS HAVE THE SOLE RIGHT TO MODIFY THIS MASTER PLAN IN
ACCORDANCE WITH MARKET CONDITIONS OR OTHER CONDITIONS THAT INDICATE A
CHANGE IS DESIRED OR REQUIRED. ANY AND ALL CHANGES MUST BE REVIEWED BY
THE PLANNING DEPARTMENT.
22. BUFFERS WILL BE PROVIDED PER CURRENT CITY OF SOUTHPORT UDO.
23. ALL LOTS SHALL MEET CURRENT CITY OF SOUTHPORT UDO.
24, WETLANDS IMPACTED BY DEVELOPMENT WILL BE MITIGATED IN ACCORDANCE WITH
ECOSYSTEM ENHANCEMENT PROGRAM.
25. TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD.
100 0 1 100 200
SCALE: 1 "=100'
STEVENS PARK
PHASE 1 -PRELIMINARY PLAT
SOUTHPORT, NORTH CAROLINA
PARTIAL SITE PLAN
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
- - - ----5-... - --
LIMITS OF CONSTRUCTION
(LL0---�
INLET PROTECTION
�0
I®1!
TEMP. CONST. ENTRANCE
j// j
TEMP. ROCK CHECK DAM
DATE:
FEB 2007
MCE PROD. #
4685-0003
DRAWN
BCE
DESIGNED
BCE
CHECKED
RMC
PROD. MGR.
RMC
SCALE 1
HORIZONTAL
1" = 60'
VERTICAL:
NA
PRELIMINARY DESIGN
M&C RILE NUMBER
CS-103
E
REVISION
C

9 MT f
40M. @ R
IN 05
"AC/11f
--,aqw Wq
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C
CITY OF SOUTHPORT - PRELMINARY PLAT REASION
2/26/07
B
TOWN OF SOUTHPORT - PRELIMINARY PLAT COMMENT RENSIONS
2/5/07
A
TOWN OF SOUTHPORT - PRELIMINARY PLAT
12/04/06
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
i
i
r
SEAL 1 '
022574 T' _
6
if
Irlr
lrl
r
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i
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A
LJ
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L.J
Ll
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v &CREED
�243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EBOD06691
www.mckimcreed.com
CAPE FEAR TRADING GROUP, LLC J
STEVENS PARK
PHASE 1 -PRELIMINARY PLAT
SOUTHPORT, NORTH CAROLINA
DRAINAGE AREA MAP
N
200 0 1 200 400
SCALE: 1 "=200'
DATE:
FEB 2007
MCE PROJ. #
4685-0003
DRAWN
BCE
DESIGNED
BCE
CHECKED
RMC
PROJ. MGR.
RMC
SCALE
G-101
HORIZONTAL:
DRAWING NUMBER
1" = 200'
VERTICAL:
6A
NA
STATUS: PRELIMINARY DESIGN RENSION
NOT RELEASED FOR CONSTRUCTION C

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C 1 CITY OF SOUTHPORT - PRELIMINARY PLAT REVISION �°/"'
B TOWN OF SOUTHPORT - PRELIMINARY PLAT COMMENT REVISIONS I 2/5/07
A I TOWN OF SOUTHPORT - PRELIMINARY PLAT _ 12/04/06
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i
e McIQM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 E80006691
www.mckimcreed.com )
2
NNI
l
GENERAL NOTES
1. BOUNDARY INFORMATION FOR THE SITE WAS TAKEN FROM A
BOUNDARY SURVEY PREPARED BY MCHENRY SURVEYING,
DATED JULY 2005.
2. TOPOGRAPHIC INFORMATION FOR THE SITE WAS PROVIDED
BY N.C. FLOOD MAPPING PROGRAM.
� 3. PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR
/ SHALL CONTACT THE UTILITY COMPANIES INVOLVED AND
SHALL REQUEST A VERIFICATION AT THE CONSTRUCTION SITE
OF THE LOCATIONS OF THEIR UNDERGROUND UTILITIES AND
WHERE THEY MAY POSSIBLY CONFLICT WITH THE PLACEMENT
OF IMPROVEMENTS AS SHOWN ON THESE PLANS. THE
/ CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CONTRACT
¢ SHALL NOTIFY NORTH CAROLINA ONE CALL
(1-800-632-4949) AND ALL UTILITY SERVICE PROVIDERS
I 48 HOURS IN ADVANCE OF PERFORMING WORK.
/ ANY UTILITIES DAMAGED BY CONSTRUCTION ACTIVITES SHALL
/ BE REPAIRED BY THE CONTRACTOR.
/
/ 4. CONTRACTOR SHALL MAINTAIN EMERGENCY, SERVICE, AND
, DELIVERY VEHICLE ACCESS TO THE SURROUNDING AREA.
STORMWATER NOTE:
1. STORMWATER BASINS TO TREAT ALL RUNOFF.
2. DRIVEWAYS AND LOTS TO BE GRADED TO R.O.W.
3. ALL ROOFDRAINS SHALL BE DIRECTED TOWARD THE
STORMWATER TREATMENT COLLECTION SYSTEM.
N
100' 0 50' 100'
\ 1
11 I 1 � SCALE: 1"=100'
I I
I 1
d
CAPE FEAR TRADING GROUP, LLC I
STEVENS PARK
PHASE 1 -PRELIMINARY PLAT
SOUTHPORT, NORTH CAROLI A
SEDIMENT, EROSION CONTROL AND
STORMWATER PLAN
�'�yltill�J
EXISTING CONTOUR
PROPOSED CONTOUR 5
LIMITS OF CONSTRUCTION
INLET PROTECTION RAT
TEMP. CONST. ENTRANCE
TEMP. ROCK CHECK DAM
DATE:
JAN 2007
MCE PROD. #
4685-0003
DRAWN
BCE
DESIGNED
BCE
CHECKED
RMC
PROD. MGR.
RMC
SCALE
HORIZONTAL:
1"=100'
VERTICAL:
NA
CG-1011
STATUS: PRELIMINARY DESIGN REVISION
NOT RELEASED FOR CONSTRUCTION C
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154
LEGEND
EXISTING CONTOUR ---
PROPOSED CONTOUR 5
LIMITS CF CONSTRUCTION
INLET PROTECTION
TEMP. CONST. ENTRANCE
TEMP. ROCK CHECK DAM
I
1
27 '
28 i
18
_ w
J �..
I
GENERAL NOTES:
1. BOUNDARY INFORMATION FOR THE SITE WAS TAKEN FROM A
BOUNDARY SURVEY PREPARED BY MCHENRY SURVEYING,
DATED JULY 2005.
2. TOPOGRAPHIC INFORMATION FOR THE SITE WAS PROVIDED
BY N.C. FLOOD MAPPING PROGRAM.
3. PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR
SHALL CCNTACT THE UTILITY COMPANIES INVOLVED AND
SHALL REQUEST A VERIFICATION AT THE CONSTRUCTION SITE
OF THE LOCATIONS OF THEIR UNDERGROUND UTILITIES AND
WHERE THEY MAY POSSIBLY CONFLICT WITH THE PLACEMENT
OF IMPROVEMENTS AS SHOWN ON THESE PLANS. THE
CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CONTRACT
SHALL NOTIFY NORTH CAROLINA ONE CALL
(1-800-632-4949) AND ALL UTILITY SERVICE PROVIDERS
48 HOURS IN ADVANCE OF PERFORMING WORK.
ANY UTILITIES DAMAGED BY CONSTRUCTION ACTIVITIES SHALL
BE REPAIRED BY THE CONTRACTOR.
4. CONTRACTOR SHALL MAINTAIN EMERGENCY, SERVICE, AND
DELIVERY VEHICLE ACCESS TO THE SURROUNDING AREA.
STORMWATER NOTE:
1. STORMWATER BASINS TO TREAT ALL RUNOFF.
2. DRIVEWAYS AND LOTS TO BE GRADED TO R.O.W.
3. ALL ROOFDRAINS SHALL BE DIRECTED TOWARD THE
STORMWATER TREATMENT COLLECTION SYSTEM.
Iv 1
f 30' PERMANENT STORM
/ DRAINAGE EASEMENT TO BE
DEDICATED TO THE CITY OF
SOUTHPORT.
/
, I /i
(PUB'CIC
d/ / / l eo. //
30' /L/ EL
/--SPRE DER
(SE HEET
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UTILITY ASEMENT
10 UTILITY EASEMENT 11 9_EASI1MEtqT­
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/ \ e _ __-- _ ,���___ MAINTEN/ NCE
r f SCALE: 1"=100'
C
CITY OF SOUTHPORT - PREUMINARY PLAT REVISION
02/26/07
B
TOWN OF SOUTHPORT - PRELIMINARY PUT COMMENT REVISION
2/5/07
A
TOWN OF SOUTHPORT - PRELIMINARY PLAT
12/04/06
REV.NO.
DESCRIPTIONS
DATE
6.
REVISIONS
SEALI
�N 44C9C �/
8 � 9
SEAL l 8
22574 a _
8
v 1V�I0 M&CREED
�243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: (910)25'-8282
AA0002667 EB0006691
www.mckimcreed.com
CAPE FEAR TRADING GROUP, LLC I
STEVENS PARK
PHASE 1 -PRELIMINARY PLAT
SOUTHPORT, NORTH CAROLINA
SEDIMENT, EROSION CONTROL AND
STORMWATER PLAN
DATE:
JAN 2007
VICE PROJ. #
4685-0003
DRAWN
BCE
DESIGNED
BCE
CHECKED
RMC
PROD. MGR.
RMC
SCALE
HORIZONTAL:
t" = 1 10,
VERTICAL:
NA
ATUS: PRELIMINARY DESIGN
M&C RLE NUMBER
CG-102
7
REVISION
C

UTILITY NOTES:
1. ALL DISTANCES ARE GROUND HORIZONTAL.
2. WATER AND SEWER TO BE SERVED BY CITY OF SOUTHPORT
3. ELECTRIC, CABLE, T.V. AND TELEPHONE SERVICE IS TO BE
INSTALLED UNDER GROUND.
4. ALL UTILITIES IN THIS PHASE SHALL BE PUBLIC AND
CONSTRUCTED IN ACCORDANCE WITH CITY OF SOUTHPORT
STANDARDS.
5. ALL ROADS IN THIS PHASE SHALL BE PUBLIC AND CONSTRUCTED
IN ACCORDANCE WITH NCDOT STANDARDS, AND CITY OF SOUTHPORT
STANDARDS.
6. CONTRACTOR SHALL USE 20' SECTION DUCTILE IRON PIPE,
CENTERED UNDER STORM WATER CULVERT, WHERE 18" VERTICAL
CLEARANCE CANNOT BE MET BETWEEN STORMWATER AND DOMESTIC
WATER.
7. ALL PRESSURE SEWER MAINS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE PROFILE SHOWN UNLESS APPROVED BY THE
ENGINEER AND SHALL HAVE A MINIMUM OF 4.0' COVER AS MEASURED
FROM FINISHED GRADE AT THE LOCATION WHERE INSTALLED.
8. ALL WATER MAINS AND SEWER MAINS SHALL HAVE A MIN. OF 3'
COVER AS MEASURED FROM FINISHED GRADE AT THE LOCATION
WHERE INSTALLED, UNLESS FERROUS PIPE MATERIAL IS SPECIFIED,
PROPER BEDDING SHALL BE PROVIDED WHERE SEWER MAINS ARE
SUBJECT TO TRAFFIC BEARING LOADS.
9. AT THE CONTRACTOR'S OPTION, WATER MAIN AND SEWER MAIN
CROSSINGS MAY BE INSTALLED WITH EITHER, 18" VERTICAL
SEPARATION WHEN WATER MAINS ARE OVER SEWER MAINS, OR 10
FEET HORIZONTAL SEPARATION. WHEN THE ABOVE CONDITIONS
CANNOT BE MET, FERROUS PIPE IS REQUIRED. THE FERROUS PIPE
MATERIAL SHOULD EXTEND 10' EACH SIDE OF THE CROSSING FOR
BOTH THE WATER AND SEWER MAINS. HORIZONTAL CONTROL AND
POINTS FILE TO BE PROVIDED BY THE ENGINEER.
10. WATER MAINS AND SANITARY SEWER FORCE MAINS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH CITY OF SOUTHPORT
STANDARDS. AT THE CONTRACTOR'S OPTION, THE SANITARY SEWER
FORCE MAIN SHALL BE INSTALLED, (A) AT A UNIFORM GRADE FROM
TIE-IN TO TIE-IN, OR (B) AT A UNIFORM DEPTH WITH AIR RELEASE
VALVES INSTALLED AT HIGH POINT LOCATIONS.
11. ALL SANITARY SEWER LINES SHALL HAVE 4' MINIMUM COVER.
CONTRACTOR TO VERIFY CROSSINGS OF WATER AND SEWER MAINS
UNDER STORM CROSSINGS AND MAINTAIN CLEARANCE.
12. CONTRACTOR SHALL BE REQUIRED TO SET FINAL GRADES AT
+ /- 6" BEFORE REQUESTING SUBSTANTIAL COMPLETION (BEFORE
SEWER & WATER CAN BE SET)
�6" 4=0" 6'1
KNOCKOUT PANELS
IN ALL WALLS PLAN
DEWEY BROS.
CH-BN-3A
FRAME AND GRATE
/
a
/
OUTLET PIPE
WALL THICKNESS: AS REQUIRED
BY MANUFACTURER.
CONCRETE: 4,000 PSI 0 28 DAYS
REINFORCING: AS REQUIRED BY MFR.
USE FOR 6"0 TO 15"0 PIPE.
FOR PIPE SIZES 30" TO 48" USE
SECTION
6'-0"x 6'-0" CATCH BASIN
FOR PIPE SIZES GREATER THAN 48" USE
8'-0"x 8'-0" CATCH BASIN
DROP INLET DETAIL
NOT TO SCALE
*NOTE: DROP INLET SHALL BE H-20 TRAFFIC RATED
C
CITY OF SOUTHPORT - PRELIMINARY PUT REVISION
1 02/26/07
B
TOMI OF SOUTHPORT - PRELIMINARY PLAT COMMENT REVISIONS
2/5/07
A
I TOM OF SOUTHPORT - PRELIMINARY PLAT
12/15/06
REV.NO.
DESCRIPTIONS
DATE
REMSIONS
N
w'
io
0
3
UA
a
a
io
FINISHED GRADE
PIPE WIDTH +24"
TRENCH BOTTOM
STANDARD PIPE TRENCH DETAIL
NOT TO SCALE
COMPACTED BACKFILL TO
98% STANDARD PROCTOR
IF UNDER PAVEMENT
(CLASS I OR II)
SLOPE WALLS TO ANGLE OF
REPOSE OF SOIL OR AS
APPROVED BY THE ENGINEER
(CLASS I OR II)
COMPACTED PIPE EMBEDMENT
TO 95% STANDARD PROCTOR
COMPACTED GRANULAR MATERIAL
IF REQUIRED BY THE ENGINEER
(CLASS I OR CRUSHED STONE)
00
It - ±r-
00
I
� N
N
i
N S CTION P SECTION N-N (N SECTION L-L M I
SECTION RSIR
FRAME, GRATE, & HOOD ASSEMBLY
SEAL
Q
\ 4 �
\�Z�
L 3/4 P P
FRAME PLAN
\R
9
I
r i
� N
M HOOD ELEVATION
I
\� 17116' SLOT FOR
„) `1�/2" BOLT --.�
`- cn o _K � 1�T1
FIG. 1
CLASS - C
SHAPED BOTTOM
LOAD -FACTOR
LIGHTL
z
M
10
(CLASS II OR
CLASS III) 0.5
I
HAND SHAPED FROM
FIRM UNDISTURBED SOIL
FIG. 3
CLASS - B
LOAD FACTOR
1.9
Bc W
(CLASS II OR
CLASS III)
FIG. 2
CLASS - C
SHAPED BOTTOM
LOAD 1 FSACTOR
W BC W
COMPACTED ja
BACKFILL
14,
Bc/4 BUT NOT
LESS THAN 4"
(CLASS I ) Bc 0.5
MIN.
HAND SHAPED FROM
ANGULAR BEDDING MATERIAL
COMPACTED
BACKFILL
(CLASS II OR
CLASS III)
ANGULAR
MATERIAL
FIG. 3
CLASS - B
LOAD FACTOR
1.9
HAND SHAPED FROM I
UNDISTURBED FIRM SOIL Bc 4 BUT NOT
Noyes: LESS THAN 4"
1. SEE TECHNICAL SPECIFICATIONS SECTION 02200, 2.1 (A
& B) AND 3.8 (G)
2. SEE STANDARD PIPE TRENCH DETAIL WITHIN THIS PLAN
SET.
CALSS B & C: CONCRETE PIPE DESIGN MANUAL FOR TRENCH BEDDING CIRCULAR PIPES.
CLASS I , II, III: TECHNICAL SPECIFICATIONS SECTION 02200
GUIDELINES FOR BEDDING DETAILS, STORM
SEWER CLASSES (B AND C)
NOT TO SCALE
FRAME, GRATE & HOOD
12"­�
LoISECTION X-X
N
(O 8
=8"
THE CE14TER OF FRAME AT THE EDGE
OF PAVEMENT IS THE STATION/OFFSET
POINT REFERED TO ON THE PLANS
GENERAL NOTES:
1. MORTAR JOINTS 1/2" +/- 1/8" THICK
- 2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
_ 3. PRECAST STRUCTURES MAY BE SUBSTITUTED AFTER APPROVAL BY CITY/COUNTY ENGINEER.
8" 4. ALL CATCH BASIN OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
- 1'-2" ON CENTERS.
CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
6. JUMBO BRICK WILL BE PERMITTED.
7. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL, OVER 8'-0" IN HEIGHT USE IT, WALL TO
6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0".
8. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH THE
INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
9. WEEP HOLE(S) SHALL BE PLACED IN BACK WALL. A STONE DRAIN CONSISTING OF I (ONE) CUBIC
FOOT OF NUMBER 78M STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT
WEEP HOLE.
10. BRICK SHALL BE BONDED WITH FULL HEADERS EVERY 3 COURSES.
STEP
SECTION Y-Y r
END ELEVATION/SECTION J-JJ-J
WHERE 30" TO 36" PIPE IS USED
MAW GRATE AND HOOD DETAIL
NOT TO SCALE
L�
*NOTE: FRAME GRATE AND HOOD SHALL BE H-20 TRAFFIC RATED
6 &QED
SEAL 9r
022574 = 243 North Front Street
yG1N�t�,•'�;' Wilmington, North Carolina 28401
�^•••o Phone: [phone] Fax: [phone]
♦� C�`�`
Ilenc0Y6e AA0002667 EB0006691
www.mckimcreed.com
CAPE FEAR TRADING GROUP, LLC
PLAN
A
STEP
G �
+
.. n
SIDE •ELEVATION/SECTION M-M
WHERE 42" TO 54" PIPE IS USED
CONC. SLAI
PLAN
CATCH BASIN
NOT TO SCALE
'NOTE: CATCH BASIN SHALL BE H-20 TRAFFIC RATED
STEVENS PARK
PHASE - I PRELIMINARY PLAT
SOUTHPORT, NORTH CAROLINA
GRADING, DRAINAGE AND
EROSION CONTROL DETAILS
DATE:
JAN 2007
MCE PROJ. #
4685-0003
DRAWN
DWH
DESIGNED
DWH
CHECKED
JBE
PROD. MGR.
R-C
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M&C FILE NUMBER
CG-502
TATUS: PRELIMINARY DESIGN REVISION
C
NOT RELEASED FOR CONSTRUCTION

Arm Assembly
SPREADER UP- CONSTRUCT THE LEVEL LIP ON UNDISTURBED SOIL -y- Y -y-Y Yw'4-Y'N'� Y `'�
TO UNIFORM HEIGHT AND ZERO GRADE OVER THE LENGTH OF THE
SPREADER. PROTECT IT WITH AN EROSION RESISTANT MATERIAL Y- Y Y s"Y(' p.,� }I 'C' Enclosure
SUCH AS SURGE STONE TO PREVENT EROSION, TO BECOME -y- Y Y- Y �- w - N ✓1
ESTABLISHED. Y Y Y w+a^ wJJ I TOP LENGTH _ I. 5' MIN.
OUTLET AREA- THE OUTLET DISPOSAL AREA MUST BE GENERALLY Y r -I---I 1.5' s
SMOOTH AND WELL VEGETATED WITH A MAXIMUM SLOPE OF 107.. Y Y Y Y � Y TIry
ywY Water Ent
Y r ' " v PERSPECTIVE VIEW unit
VEGETATE ALL DISTURBED AREAS YY Y Y Y w AIL ',�y11Y` J
Y. -y- y- -y,- -y-Y H� yuv B' MVI. STANDARD STRENGTH FABRIC WITH WIRE FENCE 2. 5' MAX.
6' MAX. STANDARD STRENGTH FABRIC WITHOUT WIRE FENCE 3600 CU Fi/ ACRE
CONSTRUCTION SPECIFICATIONS Y TOP STRAND MIN. f10 GUAGE - ti PVC End PVC Vent 4" Schedule 40
1. THE MATING SHOULD BE A MINIMUM OF 4 FEET WIDE Y Y Y%1'jzW —T STAY WIRES MIN. M12-1/2 cunt Cap PVL Elbow P PVC Pipe
EXTENDING 6 INCHES OVER THE UP AND BURIED 6 INCHES YY Y LEY Pipe
DEEP IN A VERTICAL TRENCH ON THE LOWER EDGE. I.Y/7/ ' �? P
THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT Y Y Y Y PT. ��� III I II I III I �I I I - Water Su ace - ::-- ,.
Y STABILIZED
SOD AND BE SECURELY HELD IN PLACE WITH CLOSELY Y Y j.•� SLOPE ;f
SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12 INCHES LONG. Y,,, Y Y-,- �. =7 FILTER FABRIC PVC End
Cap
2. ENSURE THAT THE SPREADER IS LEVEL, FOR UNIFORM SPREADING
Y STABLE
OF STORM RUNOFF. UNDISTURBED / �// �f iA
y5 Wig! /\\ BOTTOM STRAND MIN. ,10 GUAG / Schedule 40
3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL Y OUTLET AREA -y- Y VQ-P 6�l N j % DESIGN 21" MIN. EXTEND TRAILING SECTION OF ROCK AS REQUIRED PVC Pipe PVC Pipe
(NOT ON FILL) Y Y Y 11I�! ffI % V/ % SETTLED TO 'r/ \
\ TO ACHIEVE STABLE CONDITIONS. PVC Tee '-' Holes in y PVC Tee Orifice
Underside Flexible Plate
4. CONSTRUCT A 20 FOOT TRANSITION SECTION FROM THE Y Y ,�,�y(�`,yyy,,,yyy \ - _ 4' MIN. - lexib
Y yyIHIrh'd!+"N�'� / /=1�1.5' _ �IIIIiI'�
DIVERSION CHANNEL 70 BLEND SMOOTHLY WITH THE WIDTH .� STEEL OR WOOD POST \ I -I CI
AND DEPTH OF THE LEVEL SPREADER. Y -y- (�f _ \y
5. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY Y' Y ELEV - JI ,(Tf' FlLTER FABRIC II� _\\ e
STABILIZED SLOPE, NOT TO EXCEED 10% MAKE SURE THAT Y- Y PT. 5' MAX WEIR` EMERGENCY
THE SLOPE IS SUFFICIENTLY SMOOTH 70 KEEP THE FLOW FROM Y 3 ELEVATION POINTS ON NOTES: GROUND LINE
SLOPE
SIDE
CONCENTRATING. �' Y SPREADER ALL AT SAME HGT. �h_ I� SLOPE MA BY-PASS 6" Bottom SUrtaCe
1 WIDTHANDSHALL HAVE A MINIMUM OF 6 .I FILL SLOP — 1 1:1 SIDE TOPQOF DA�NILED
6. IMMEDIATELY AFTER ITS CONSTRUCTION, APPROPRIATELY SEED ELEVATION (TYPICAL) LINE WIRES w/12" STAY SPACING - //.
6' °' /\ I SLOPE MA END VIEW FRONT VIEW
Y 2. FILTER FABRIC $HALL BE A MINIMUM OF /\\/
AND MULCH THE ENTIRE DISTURBED AREA OF THE LEVEL Y Y- ELEV 36" IN WIDTH AND SHALL BE FASTENED IN' \\/�\� ILTER FABRIC
SPREADER. Y PT. ADEQUATELY To THE WIRE AS DIRECTED / ij /VjAYj NATURAL
Y BY THE ENGINEER o, A/�/���� /. GROUND 3' MIN.
3. STEEL POSS SHALL BE 5' 0" IN HEIGHT VVVA/�V/
AND BE OF SELF FASTENER ANGLE V �//A�//A�//
SURGE STONE LIP srEEL ,YPE g \ \\��\�\��\� �' Figure 6.64a Schematic of a skimmer, from Pennsylvania Erosion and Sediment Pollution Control Manual,
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
IN HEIGHT AND 3" OR MORE IN DIAMETER \ \j ROCK USED FOR OUTLET TO BE A WELL -GRADED MIXUTRE OF STONE WITH A d-50 SIZE OF March, 2000.
POST lyRH� SNOT LESS BEFASTENED
#9EWIRE S�TARESS / �' 9 INCHES (CLASS B EROSION CONTROL STONE) AND A MAXIMUM STONE SIZE OF 14-INCHES.
1-1/2 LONG AA/VA
LEVEL SPREADER ANCHOR FILTER FABRIC SKIRT
AS DIRECTED BY THE ENGINEER TEMPORARY SEDIMENT TRAP SrJMMER
NOT TO SCALE
NOT TO SCALE NOT TO SCALE
GUIDELINES FOR TEMPORARY SILT FENCE
NOT TO SCALE
` CROWN OF TREE IS NEEDED FOR LEAF
V GROWTH TO PRODUCE OXYGEN, FILTER
`\ THE AIR, REDUCE WIND, SOFTEN NOISE,
AND PROVIDE BEAUTIFUL APPEARANCE.
DO NOT DISFIGURE CROWN WITH
/ INSENSITIVE PRUNING!
' I DRIPLINE
I
sI
/
I tt I
PLAN
STRUCTURAL ROOTS
STRUCTURAL ROOTS LOCATED
FEEDER ROOTS NEAR BASE OF TRUNK ARE
FEEDER ROOTS ARE LOCATE NEEDED TO GIVE SUPPORT TO
AT "DRIPLINE" OF TREE ENTIRE TREE. IF REMOVED,
AND PROVIDE TREE WITH ELEVATION TREE CANFAIL AND DAMAGE
PROPERTY.
MOISTURE AND NUTRIENTS.
SEE NOTE 2 & NOTE 4
SEE NOTE 1 & NOTE 4
TREE PROTECTION DURING CONSTRUCTION
1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS
OF COMPACTION CAUSE WATER AND AIR NOT TO REACH THE ROOTS AND THE TREE
WILL DIE. THESE FEEDING ROOTS" OCCUR WELL AWAY FROM THE BASE OF
THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING
THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE
IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM
OCCURING DURING CONSTRUCTION.
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
CONSTRUCTED.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
NOT TO SCALE
50' MIN.
C 1 CITY OF SOUTHPORT - PREUMINARY PLAT REVISION
B TOWN OF SOUTHPORT - PRELIMINARY PLAT COMMENT REVISIONS 2/5/07
A I TOWN OF SOUTHPORT - PRELIMINARY PUT _ 12/15/06 J
IG TREE
3' MIN. STAKE
HEIGHT ABOVE
GRADE
NOTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
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
NOT TO SCALE
GRAVEL
WIRE FENCE AND
FILTER FABRIC
ROCK CHECK DAM
NOT TO SCALE
BAFFLES (3) CMP RISER
SKIMMER 16' TOP WIDTH
2 ORIFICE) (MINIMUM) EMERGENCY
WATER LEVEL ( 1' FREEBOARD SPILLWAY
DURING STORM 21/2:1 SLOPES
_ _ _ _ _ INLET _ FIRST _ SECOND OUTLET OUTLET _ (MINIMUM)
ZONE. CELL ' CELL: ­ ' ZONE: - - �\ \ \
35% zs� EARTH DAM
SEDIMENT STORAGE —III —
I I I-
6" MIN INVERT ELEVATION III 12" OUTLET
PIPE
CONCRETE BASE
4'x 4'x 2'
TEMPORARY SEDIMENT BASIN
NOT TO SCALE
NOTES:
1. BAFFLE MATERIAL SHALL BE MATERIALS SUCH AS 700
G/M2 COIR EROSION BLANKET, COIR MESH, OR TREE
PROTECTION FENCE FOLDED OVER TO REDUCE PORE
SIZE.
2. THE BAFFLE MATERIAL NEEDS TO BE SECURED AT THE
BOTTOM AND SIDES USING STAPLES OR BY TRENCHING
AS FOR SILT FENCE.
PARABOLIC CROSS—SECTION
TEMPORARY DIVERSION
SWALE AND BERM
NOT TO SCALE
WIRE SCREEN
�DEWCONC. BLOCK
POST(4 REQ'D.)
j STORM DRAIN /�A� =i y�� STORM DRAIN
CATCH BASIN \ CATCH BASIN
1'-0'
MIN /
SILT FENCE BLOCK AND GRAVEL
NOTE: USE BLOCK AND GRAVEL INLET PROTECTION IN AREAS WERE SILT
FENCE INLET PROTECTION CAN NOT BE INSTALLED.
INLET SEDIMENTATION CONTROL
NOT TO SCALE
� 9 911 11 A E
VB�hg T ZAAi
v MRQMC'REED
F ,
3 022574 = 243 North Front Street
Wilmington, North Carolina 28401
✓Ls�••,t/,GINE�.•�q�;' Phone: [phone] Fax: [phone]
o Rt3jjr�-- % ` AA0002667 EB0006691
sa 7 TA T�i , I
I F% Y7 %_ ` lI 1 www.mckimcreed.com /
1 GRAVEL FILTER
CAPE FEAR TRADING GROUP, LLC J
VOTES:
1. SEE TABLE FOR CLASS OF RIPRAP AND LENGTH, WIDTH
AND DEPTH OF APRON.
2.
RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE
_
APRON AND AROUND THE END OF THE PIPE OR
CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM
SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO
THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
3.
THERE SHALL BE NO OVERFLOW FROM THE END OF
THE APRON TO THE SURFACE OF THE RECEIVING
CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE
APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH
THE SURFACE OF THE RECEIVING CHANNEL. THE
B
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE
L
DOWNSTREAM END.
NATURAL GRADE
4.
THE WIDTH OF THE END OF THE APRON SHALL BE
W
EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING
III
CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
M _-_
H �I RIP RAP 1� II
5
ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO
95% OR GREATER.
6.
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED
= III
IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
4" jj5 AGGREGATE
7.
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT
NOTE: MINIMUM H=2/3 LAYER OF FILTER FABRIC
OF THE APRON WILL BE PERMITTED.
PIPE DIAMETER
SECTION B-B
RIP RAP APRON OUTLETS
NOT TO SCALE
STEVENS PARK
PHASE - I PRELIMINARY PLAT
SOUTHPORT, NORTH CAROLINA
GRADING, DRAINAGE AND
EROSION CONTROL DETAILS
DATE:
JAN 2007
MCE PROJ. #
4685-0003
DRAWN
DWH
DESIGNED
DWH
CHECKED
JBE
PROJ. MGR.
R-C
M&C FILE NUMBER
SCALE
CG-501
HORIZONTAL:
DRAWING NUMBER
NA
VERTICAL:
12
NA
--------------
STATUS: PRELIMINARY DESIGN REVISION
NOT RELEASED FOR CONSTRUCTION C

74-
POND A DETAILS
6'
OVERFLOW STRUCTURE
FT:OPOF71DAM
(SEE DETAIL)
8.0
10' 3
6'
10'
VEGETATED SHELF
6:1 SLOPE 7YP.
i
2
SHELF
TEMPORARY POOL- 16.38
6:�1 SLOPE TYR.
TEMPORARY POOL=16.38
�
1
FOREBAY POOL EL (NWS) = 14.00
..
PERMANENT POOL EL (NORMAL, WATER SURFACE) 14;00
CONCRETE COLLAR
3
3
608' OF
1
3
535 OF 48'"RCP ®063% C76-RCLIII
'MTH LOCKING "O" RING J01
LEVEL SPREADER AT
COTTAGE
BOTTOM EL FOREBAY = 10.00
P D BOTTOM EL- 1
a
INV 13.52
i
CREEK
6.0
NV OUTCUT
\
OFF
_
_
SEE PLANS FOR INLET
PIPE LOCATIONS &
//��
TRENCH
��
C
f
-III-III-Ili-�II=III-I
INVERTS
FOREBAY AND STORAGE POND SECTION
NOT TO SCALE
4'X4' RISER
STRUCTURE W/ -�
GRATE (4" OPENING:
TRASH RACK)
OVERFLOW EL. = 16.38
4" SCH 40 PVC WITH
45 DEG BEND CAPPED
WITH 5.0" ORIFICE DRILLED
IN CAP
0 ORIFICE EL. = 14.00
2"(MIN)
- 12"(MIN)"
/ \
30"RCP
OUTLET
BARREL /
/ INV.=13.52-�
N
BOTTOM EL. = 12.52
FRONT SIDE
POND OVERFLOW STRUCTURE
Not to Scale
TEMPORARY POOL= 20.50 _
FOREBAY POOL EL (NWS) - 18.00
SEE PLANS FOR INLET
PIPE LOCATIONS &
INVERTS
- CONTRACTOR SHALL EXCAVATE
VEG SHELF AS NECESSARY TO
PROVIDE ADEQUATE CLEARANCE
FOR ORIFICE OPENING
30"RCP
OUTLET
BARREL
i
n
BAFFLE DETAIL
Not to Scale
POND B DETAILS
6' 10'
VEGETATED SHELF�
6:1 SLOPE TYP. TEMPORARY POOL-20.50
_ ... PERMANENT, POOL EL NORMAL WATER SURFACE) 18
3 n
W
FOREBAY AND STORAGE POND SECTION
NOT TO SCALE
WET DETENTION POND NOTES
1) TEMPORARY PUMP WILL BE PROVIDED TO DRAIN
POND/FOREBAY FOR ROUTINE MAINTENANCE OR IN AN
EMERGENCY
2) VEGETATED SHELF - CONTRACTOR TO INSTALL
EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES.
1" RUNOFF VOLUME EL. 14.71 GROUP SIMILAR SPECIES OF PLANTS TOGETHER,
INSTALL PLANTS 24" O.C. IN A CHECKERBOARD
PATTERN. NO PLANTS SHALL BE PLANTED WITHIN 10
FT OF THE OUTLET STRUCTURE
3) SUITABLE SPECIES FOR VEGETATED SHELF =
POND BOTTOM EL. 10.00 ARROW ARUM, BLUE FLAG IRIS, CANA LILY, PICKEREL
WEED
4) SOD ALL SLOPES ABOVE PERMANENT POOL
ON BOTH SIDES OF THE DAM
5) POND B & POND C OVERFLOW CULVERT SYSTEM
CONNECTS TO POND A OVERFLOW CULVERT SYSTEM AT
JUNCTION BOX #122. POND D OVERFLOW CULVERT
SYSTEM CONNECTS TO POND A OVERFLOW CULVERT
SYSTEM AT JUNCTION BOX #118A
6'
OVERFLOW STRUCTURE
(SEE DETAIL)
10' 3
ED SHELF
ORE TYP.
l
1
CONCRETE COLLAR \
�n
1379.5' OF
WITH LOCKING"-0- RNG JON7C76 -
1737 CL.III INV OUT 1
TO BE JB
CUT OFF
TRENCH
STORM ELEVATIONS
2-YEAR = 15.43
10-YEAR = 16.72
25-YEAR = 16.85
100-YEAR = 17.50
LE = 100 T� /�� WET DETENTION POND NOTES
4'X4' RISER
i Q STRUCTURE W/ 1) TEMPORARY PUMP WILL BE PROVIDED TO DRAIN
GR TE (4"SH RPCE�NG: POND/FOREBAY FOR ROUTINE MAINTENANCE OR IN AN
/ EMERGENCY
11 Y j �� 4, OVERFLOW EL = 20.50 2) VEGETATED SHELF - CONTRACTOR TO INSTALL
/ SEE PLAN VIEW EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES.
J / SCH 40 PVC GROUP SIMILAR SPECIES OF PLANTS TOGETHER,
4" WITH CONTRACTOR SHALL EXCAVATE
•
45 DEG BEND CAPPED VEG SHELF AS NECESSARY TO INSTALL PLANTS 24" O.C. IN A CHECKERBOARD
WITH 2.0" ORIFICE DRILLED PROVIDE ADEQUATE CLEARANCE 0 T T PLANTS S NO PLA . NHALL BE PLANED WITHIN 1
1" RUNOFF VOLUME EL. 16.95 PATTERNSTORM ELEVATIONS
IN CAP FOR ORIFICE OPENING
FT OF THE OUTLET STRUCTURE -
/ 1 2-YEAR = 18.98
,\ O ORIFICE EL. = 16.OD � 3) SUITABLE SPECIES FOR VEGETATED SHELF =
12"(MIN)
�\ 12"(MIN) WEED ARROW ARUM, BLUE FLAG IRIS, CANA LILY, PICKEREL 10-YEAR = 20.61
/
2=
4"RCP
124"RCP POND BOTTOM EL. 74.00 20.70
25 YEAR =
I OUTLET OUTLET 4) SOD ALL SLOPES ABOVE PERMANENT POOL
BARREL / I INV.=17.37 BARREL ON THE INSIDE OF THE DAM 100-YEAR 20.84
POND B / :, � / 5) TIE BAFFLE WALL INTO TOP/PERMANENT POOL
L\
PLAN VIEW / BOTTOM EL = 16.37
CONTOUR ON ONE SIDE
111=40' // / / T FRONT SIDE BAFFLE DETAIL 6) OVERFLOW CULVERT CONNECTS TO POND C
/ Not to Scale OVERFLOW CULVERT SYSTEM AT JUNCTION BOX #130.
POND OVERFLOW STRUCTURE POND C OVERFLOW CULVERT SYSTEM CONNECTS TO
- / POND A OVERFLOW CULVERT SYSTEM AT JUNCTION BCX
0. Not to Scale #122
C
CITY OF SOt1THPORT - PREUMINARY PLAT REVISION
2/26/07
B
TORTI OF SOUTHPORT - PREUMINARY PLAT COMMENT REVISION
1/05/07
A
TOM OF SOUTHPORT - PRELIMINARY PLAT
2/04/06
REV.NO.
DESCRIPTIONS
DATE
IONS
SEAL
CAPE FEAR TRADING GROUP, LLC I
STEVENS PARK
PHASE 1 -PRELIMINARY PLAT
SOUTHPORT, NORTH CAROLINA
POND DETAILS
POND A & POND B
DATE:
JAN 2007
VICE PROJ. #
4685-0003
DRAWN
BCE
DESIGNED
BCE
CHECKED
RMC
PROJ. MGR.
RMC
1 SCALE
HORIZONTAL
1"=40'
VERTICAL:
1" ='w,
M&C FILE NUMBER
CN-501
13
STATUS: PRELIMINARY DESIGN REVISION
NOT RELEASED FOR CONSTRUCTION C

61
C
CITY OF SOUTHPORT - PRELMINARY PLAT REVISION
02/26/07
B
TOWN OF S_i PORT - PRELIMINARY PLAT COMMENT REVISION
01/05/07
A
TOWN OF SOUTHPORT - PRELIMINARY PLAT
12/04/O6
REV.NO.
DESCRIPTIONS
DATE
RE\ASIONS
1
TEMPORARY POOL= 18.00
FOREBAY POOL EL (NWS) - 16.000
3 L it
�i
N SEE PLANS FOR INLET
PIPE LOCATIONS &
INVERTS
DA
VIEW
10,
SEAL
POND C DETAILS
6' 10'
VEGETATED SHELF
6:1 SLOPE TYP. TEMPORARY POOL=18.00
PERMANENT POOL EL (NORMAL. WATER SURFACE) 1
1
Y1
0
18"RCP
OUTLET
BARREL /
N
FRONT
FOREBAY AND STORAGE POND SECTION
NOT TO SCALE
4'X4' RISER
STRUCTURE W/ -�
GRATE (4" OPENING:
TRASH RACK)
OVERFLOW EL. = 18.00
4" SCH 40 PVC WITH
45 DEG BEND CAPPED
WITH 1.5" ORIFICE DRILLED
IN CAP
12"(MI�N�)•�
-rill � I I
BOTTOM EL. = 13.99
ORIFICE EL. = 16.00
INV
SIDE
POND OVERFLOW STRUCTURE
Not to Scale
6'
OVERFLOW STRUCTURE �P OF A
(SEE DETAIL) p", = 2g0�1
0' 3
VEGETATED SHELF
6:1 SLOPE TYP. 1
6.00 CONCRETE COLLAR-\
1 R CP, 396.10
OF 18" R
30"
3 30" RCP ® 0.37 C76 - CLIII
1� INV 14.99 WITH LOCKING "0" RING JOINT
• CONTRACTOR SHALL EXCAVATE
VEG SHELF AS NECESSARY TO
PROVIDE ADEQUATE CLEARANCE
FOR ORIFICE OPENING
18"RCP
OUTLET
BARREL
CUT OFF
TRENCH
WET DETENTION POND NOTES
1
INV OUT 11.34-
TO BE JB 1122
1) TEMPORARY PUMP WILL BE PROVIDED TO DRAIN
POND/FOREBAY FOR ROUTINE MAINTENANCE OR IN AN
EMERGENCY
2) VEGETATED SHELF - CONTRACTOR TO INSTALL
EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES.
GROUP SIMILAR SPECIES OF PLANTS TOGETHER,
INSTALL PLANTS 24" O.C. IN A CHECKERBOARD
PATTERN. NO PLANTS SHALL BE PLANTED WITHIN 10
FT OF THE OUTLET STRUCTURE
3) SUITABLE SPECIES FOR VEGETATED SHELF =
ARROW ARUM, BLUE FLAG IRIS, CANA LILY, PICKEREL
WEED
4) SOD ALL SLOPES ABOVE PERMANENT POOL
ON BOTH SIDES OF THE DAM
5) POND B OVERFLOW CULVERT SYSTEM CONNECTS TO
POND C OVERFLOW CULVERT SYSTEM AT JUNCTION BOX
#130. POND C OVERFLOW CULVERT SYSTEM CONNECTS
TO POND A OVERFLOW CULVERT SYSTEM AT JUNCTION
BOX #122
STORM ELEVATIONS
2-YEAR = 17.64
10-YEAR = 18.15
25-YEAR = 18.23
100-YEAR = 18.93
POND D DETAILS
6' ppy
O\.ERFLOW STRUCTURE �F18.0
(SEE DETAIL
10' 3
VEGETATED SHELF
6' 10' 6:1 SLOPE TYP. 1 3
VEGETATED SHELF
TEMPORARY POOL- 14.75 _ 6:1 SLOPE TYP. TEMPORARY POOL-14.75 1
FOREBAY POOL EL (NWS). = 1200 1IIri 11�_,6.! .. PERMANENT POOL EL NORMALCONCRETE COLLAR
, WATER SURFACE 1200 .
'n
3.
1
1 - 3 a 3 18.07' OF 24" RCP ®2.0% C76 WITH LOCKING "0" RING JONT - CL.III INV OUT 7.80
INV 8.17 TO BE JB #118A
BOTTOM EL FOREBAY = 7.00 - POND BOTTOM EL- 7.00 \ \ \\ CUT OFF in
SEE PLANS FOR INLET //j �� TRENCH ,-F
PIPE LOCATIONS & I- -I r
INVERTS
FOREBAY AND STORAGE POND SECTION
NOT TO SCALE
WET DETENTION POND NOTES
4'X4' RISER 1) TEMPORARY PUMP WILL BE PROVIDED TO DRAIN
STRUCTURE W/
GRATE (4" OPENING: POND/FOREBAY FOR ROUTINE MAINTENANCE OR IN AN
TRASH RACK) EMERGENCY
OVERFLOW EL. = 14.75 2) VEGETATED SHELF - CONTRACTOR TO INSTALL
EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES.
a^ scH ao PVC WITH CONTRACTOR SHALL EXCAVATE GROUP SIMILAR SPECIES OF PLANTS TOGETHER,
45 DEG BEND CAPPED VEG SHELF AS NECESSARY TO INSTALL PLANTS 24" O.C. IN A CHECKERBOARD
WITH 2.0" ORIFICE DRILLED PROVIDE ADEQUATE CLEARANCE PATTERN. NO PLANTS SHALL BE PLANTED WITHIN 10
IN CAP FOR ORIFICE OPENING FT OF THE OUTLET STRUCTURE STORM ELEVATIONS
2-YEAR = 13.91
ORIFICE EL. = 12.00 3) SUITABLE SPECIES FOR VEGETATED SHELF =
C 12"(MIN) ARROW ARUM, BLUE FLAG IRIS, CANA LILY, PICKEREL 10-YEAR = 14.99
12"(MIN)• WEED
/ 24cP 1 = I i I -I 25-YEAR = 15.08
I QUIET - 24 RCP
4) SOD ALL SLOPES ABOVE PERMANENT POOL
BAP,P,EL
oUTLEr
INV.=8.17 BARREL ON THE INSIDE OF THE DAM 1 YEAR = 15.37
/
" BOTTOM EL. = 7.17 5) TIE BAFFLE WALL INTO TOP/PERMANENT POOL
CONTOUR ON ONE SIDE
FR)V T SIDE
6) POND D OVERFLOW CULVERT SYSTEM CONNECTS TO
POND A OVERFLOW CULVERT SYSTEM AT JUNCTION BOX
POND OVERFLOW STRUCTURE #118A
WDt to Scale
CAPE FEAR TRADING GROUP, LLC
STEVENS PARK
PHASE 1 -PRELIMINARY PLAT
SOUTHPORT, NORTH CAROLINA
POND DETAILS
POND C & POND D
DATE:
JAN 2007
MCE PROW. #
4685-0003
DRAWN
BCE
DESIGNED
BCE
CHECKED
RMC
PROJ. MGR.
RMC
HORIZONTAL
1"=40'
VERTICAL:
1" = 40'
M&C FILE NUMBER
CN-502
DRAINNG NUMBER
14
;TATUS: PRELIMINARY DESIGN REVISION
40T RELEASED FOR CONSTRUCTION C