SW8060622_APPROVED PLANS_20060703

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW gz&
DOC TYPE
❑ CURRENT PERMIT
�iAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
ez/�
YYYYMMD

VICINITY MAP
NOT TO SCALE
NEW HANOVER COUNTY, NORTH CAROLINA
PROVIDENCE ?;ARK PROPEPTIE%..i,LLC
P.O. BOX 1229
WILMINGTON7 NORTH CAROLINA
A BILTIVIARK BUILDERS PROJECT
v
V
05
QM1161, -- UV
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
N
SHEET INDEX
SHEET #
FILE #
DESCRIPTION
1
G-001
COVER
2
G-002
GENERAL NOTES & LEGEND
3
G-003
EXISTING CONDITIONS
4
CS-101
SITE PLAN LAYOUT
4A
CS-101A
SITE PLAN LAYOUT
6
CG-101
GRADING, DRAINAGE & EROSION CONTROL
6A
CG-101
A
DRAINAGE AREA MAP
6B
CC-101B
GRADING, DRAINAGE & EROSION CONTROL
6C
CC-101C
DRAINAGE AREA MAP
15
CT-501
SITE DETAILS
16
CG-501
GRADING, DRAINAGE & EROSION CONTROL DETAILS
17
CG-502
POND DETAILS
�I
APPROVED-' -7,1016
NORTH CAROLINA ENVIRONMENTAI..
MANAGEMENT COMMISSION
DIVIS�N�F G'G � ATER QUALITY
4A f �--
0

CONSTRUCTION SEQUENCE:
PHASE 1:
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 ENTRANCES, SILT FENCE, TREE PROTECTION, TEMPORARY
DIVERSION DITCHES, SEDIMENT BASIN, AND OUTLET CHANNEL AS SHOWN IN EROSION
CONTROL PLAN, AND COMMENCE CLEARING AND ROUGH GRADING OPERATIONS.
4. ROUGH GRADE THE BUILDING PADS, THE REMAINDER OF THE SITE, AND THE ENTRANCE
ROADWAY.
PHASE 2--
1. INSTALL STORM DRAINAGE SYSTEM WITH INLET PROTECTION DEVICES.
2, CONSTRUCT UNDERGROUND UTILITIES (WATER AND SANITARY SEWER).
3. 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.
PHASE a-
l. ESTABLISH FINAL GRADING OF THE BUILDING PADS, THE REMAINDER OF THE SITE, AND
THE ENTRANCE ROADWAY.
2. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL
GRADES ARE ESTABLISHED.
3, ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED, REMOVE
TEMPORARY EROSION CONTROL MEASURES.
4. REMOVE SEDIMENT FROM SEDIMENT BASIN, GRADE OUT POND (INCLUDING FOREBAY), &
MODIFY INTAKE STRUCTURE AS SHOWN IN POND #1 DETAILS.
EROSION CONTROL NOTES
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION
OF THE NHC EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. LIMITS
OF CONSTRUCTION = 32.78 ACRES,
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN
IS A VIOLATION OF THE NHC EROSION CONTROL ORDINANCE AND IS SUBJECT TO A
FINE.
3. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE
OF ANY PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND
ANY OTHER UNSTABILIZED AREAS.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED
BY A REPRESENTATIVE OF THE COUNTY'S EROSION CONTROL STAFF.
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, WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE 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 WITHIN 24 HOURS OF ANY RAIN EVENT, BUT IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP ---DRESSED WITH AN
ADDITIONAL TWO (2) INCHES OF #4 SONE TO MAINTAIN PROPER DEPTH. ANY
SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED FROM THE DIVERSION DITCH, SEDIMENT TRAP, AND
BLOCK AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE: CAPACITY HAS
BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED
OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL
BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE
SPACING.
5. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT
REACHES 2.0 FEET BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
6. INSPECT TEMPORARY DIVERSIONS ONCE PER WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE ANY SEDIMENT FROM FLOW AREA AND REPAIR THE
DIVERSION RIDGE. CHECK DIVERSION OUTLETS AND REPAIR AS NEEDED. AFTER
PERMANENT STABILIZATION IS ACHIEVED, REMOVE THE RIDGE AND CHANNEL TO
BLEND WITH NATURAL GROUND AND STABILIZE IT APPROPRIATELY.
7. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A
VIGOROUS, DENSE VEGETATIVE COVER.
L_ ■.r
911 1 ?
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 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.
Ls M L 6.1 is]►
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 BELOW).
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
TEMPORARY SEEDING
GRASS TYPE
AMOUNT/
1000 S.F.
TIME 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
AMOUNTI
TIME OF
GRASS TYPE
1000 S.FF.
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
LESPEDEZA (SLOPES)
1-2 LBS,
MARCH THRU APRIL
25 LBS. 10-10-10
SITE NOTES
ADDRESS:
3700 NORTH COLLEGE ROAD
WILMINGTON, NC 28405
TAX MAP IDS#:
3230-08-98-0143
TOTAL SITE AREA:
38.61 ACRES
DISTURBED AREA:
32.78 ACRES
IMPERVIOUS SURFACE AREAS:
BUILDINGS = 4.12 ACRES
SIDEWALK = 1.58 ACRES
PAVEMENT = 8.65 ACRES
TOTAL = 14.41 ACRES
B COUNTY EROSION CONTROL COMMENTS 5-10-06
A OWNER REVIEW COMMENTS 4-3-06
REV140.1 DESCMPTIONS DATE
SEAL 1
SEAL
$1GA1.�
s 02W3
Vo,
�0941 i! 1110"'
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 NEW HANOVER 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.
v ED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
LEGEND
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.
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.
DESCRIPTION
EXISTING
PROPOSED
TREELINE
PROPERTY LINE
EASEMENT
CONTOUR LINE
5
WATER LINE
SANITARY SEWER
SS
STORM DRAIN
SWALE DIRECTION
-� • • •
LIMITS OF CONSTRUCTION
LOC
SILT FENCE
SEWER CLEAN OUT
a
WATER SERVICE
WATER VALVE
D4
FIRE HYDRANT ASSEMBLY
POWER POLE
I I
SANITARY SEWER MANHOLE
•
SILT FENCE INLET PROTECTION
TEE
PLUG
CHECK DAM
PROVIDENCE PARK PROPERTIES, LLC
P.O. BOX 1229
Wilmington, NC 28402
PROVIDENCE PARK
NEW HANOVER COUNTY
NORTH CAROLINA
GENERAL NOTES AND LEGEND
DATE:
JANUARY 2006
NICE PROD. #
04280--0001
DRAWN
ASA
DESIGNED
ASA/MAG
CHECKED
MAG
PROD. MGR.
RMC
SCALE
HORIZONTAL
NA
VERTICAL:
NA
M TIC 11LE NUMBER
G- 002
2
;TA TU S: REVISION
ISSUED FOR PERMITTING B

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INVW24.88' __
1 BRIM 35.65' 5 � �S ��� SS r __
INV N 24.05' S ��
INV E 24.08' S
INV W 24.83'
__
�_
�_
�'
�_
-�r��
s • , . � =l
A.•.
B I COUNTY STORMWATER COMMENTS/OWNER BUILDING REVISIONS 1 5/9/1
A OWNER RENEW COMMENTS 4/3/06
REV_NG. DESCRIPMONS DATE
SEAL
SCALE: 1 " = 100'
0 50 i00 200 300
1tlfItso SEAL
'''- 4* J�NFKIA4&
CMED
Aj 1 44$
EA,L. 243 North Front Street
Y V
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
' .
`"1t*%>,AA0002667 E80Q06691
o+'1'=s
www.mckimcreed.com
R/W
DIS S 24'12'14" E
15.58'
RS
j �,'
1"
j
j'
I.11 i ,
.
PROVIDENCE PARK PROPERTIES, LLC
P.O. BOX 1229
Wilmington, NC 28402
1
�0
VICINITY MAP - NOT TO SCALE
I DAVID L. JONES JR., PLS L 367 2
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 PLA T,- THAT THE RA 770 OF PRECISION AS
CALCULATED BY LA77TUDES AND DEPARTURES WAS GREATER THAN
1: 10,000; THAT Tt1E AREA IS COMPUTED BY COORDINATE METHOD;
THAT THIS PLAT WAS PREPARED IN 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 __
AD ------•
DA VID L. JONES, JR.
PROFESSIONAL LAND SURVEYOR L••--3672
1. ALL DISTANCES ARE HORIZONTAL GROUND IN U.S SURVEY
FEET UNLESS OTHERWISE SHOWN.
2. BEARINGS BASED NC GRiD NAD83,
J. REFERENCES: DEEDS AS SHOWN, MB 11 PG 11 , MB 42 PG 81
4. SURVEYOR HAS MADE NO INVES77GATION OR INDEPENDENT
SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES,
RESTRICTIVE COVENANTS, OWNERSHIP, TITLE EVIDENCE, OR
ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE
SEARCH MAY DISCLOSE
5. UTIL177ES ARE NOT SHOWN AS REQUESTED BY OWNER.
6, SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT
EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO
STATEMENT iS MADE CONCERNING THE EXISTENCE OF
UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES
THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS
TRACT.
7. THE EXISTENCE OR NONEXISTENCE OF WETLANDS ON
SUBJECT PROPERTY HAS NOT BEEN DETERMINED BY THIS SURVEY.
8. ELEVATIONS ARE BASED ON NGVD 29 DATUM.
9. COMBINED FACTOR IS (.999991350).
LEGEND
IPF
IRON PIPE FOUND
IRF
IRON ROD FOUND
CMF
CONCRETE MONUMNET FOUND
.9NF
MAG NAiL FOUND
MNS
MAG NAIL SET
XF
X MARK FOUND
XS
X MARK SET
R/W
RIGHT OF WA Y
MB
MAP BOOK
DB
DEED BOOK
PG
PAGE
IRV
IRRIGA 77ON VALVE
PINE
M TREE
TREE `z.J (MISCELLANEOUS
HARDWOODS)
0
OAK
TREE MAGNOLIA TREE
PROVIDENCE PARK
NEW HANOVER COUNTY
NORTH CAROLINA
EXISTING CONDITIONS
DATE:
JANUARY 2008
MCE PROD. #
04200-0001
DRAWN
ASA
DESIGNED
CM
CHECKED
MAG
PROJ. MGR.
RMC
SCALE
HORIZONTAL:
i e=100'
VERTICAL:
NA
McC FlLE NUMBER
G-- 003
DRAWING NUMBER
3
STATUS: REVISION
ISSUED FOR PERMITTING

Q?
N
a
40' 0 40' 80'
SCALE: 1 "=40' (Horiz.)
N Trash
Compactor 4
1 Concrete
Pavement
_ � y
25' BUILDING SETBACK
12.5' PERIMETER BUFFE
1
HEAVY DUTY ASPHALT
(TYP. ONLY WHERE SHOWN)
1
COLLECTOR ROAD '
TO NORTH CHASE
PARKWAY
1
� � 1
o�
1
0'
' � 1
MWE""M
BLDG # 9
Type A, 24 units
4545
Mail
Kiosk
00
1
S-
1� ///A 1�
41
BLDG # IT
.I/ .vTyp&,B, 24units1,
4539
L W W
—2 ' �-
-18' _ � _ 24� I 1
ur
BLDG # I
Type B, 24
4533
96' BUILDING SETBACK
1
Existing Building
_ 48' LANDSCAPE BUFFER
o �
1 F_.
ii
rS ' -
,1 1 �
1
� _ 1
1
1
\ \
1
Y
FF
� -
1
1
1
1
1
1
1
1
c
1
_ r
1
1
,
1
1
l
1
1
C
COUNTY STORMWATER COMMENTS/OWNER BUILDING REVISIONS
5/9/06
B
OWNER REVIEW COMMENTS
4/3/06
A
NEW HANOVER COUNTY REVIEW COMMENTS 3/17/06
3/22/06
fmv.No.
DMCFt"ONS
DATE
R VI IONS
Tr SEAL_
02M
SEAL
r ` O' * l
NCH S
L PqRK
WA y
243 North Front Strezt
Wilmington, North Cnrolino 28401
Phone: [phone] , Fax: [phone]
AA0002667 EBOD06691
www.mckimcreed.com
PROVIDENCE PARK PROPERTIES, LLC
P.O. Box 1229
Wilmington, NC 28402
PROVIDENCE PARK
NEW HANOVER COUNTY
NORTH CAROLINA
SITE PLAN LAYOUT
r
DATE:
02/22/06
MCE PROJ. #
4280-0001
DRAWN
ASA
DESIGNED
CM
CHECKED
MAG
PROJ. MGR.
RMC
STATUS:
IS;
SCALE
M&C FILE NUMBER
S-1011
HORIZONTAL:
DRAWING NUMBER
1.=40,
VERTICAL:
4A
NA
REVISION
C
;WITTING

NOTES:
1. ALL STORM SEWER PIPE TO BE CLASS III RCP UNLESS
OTHERWISE NOTED ON STORM SEWER, SCHEDULE.
- -- -- r -- - - - 2. MAINTAIN REQUIRED OSHA CLEARANCE OF 16'
WITHING CP&L R.D.W.
EXISTING CULVERT
3. ALL DITCHES TO BE FILLED TO EXISTING GRADE PER GRADING, DRAINAGI
54" RCP - -- - - ` _ _ f AND EROSION CONTROL PLAN.
INV=23.75 --- _------- L------- _ ___-__--
- ~TEMPORARY ` 100' EMERGENCY
SPILLWAY _----- � � �------ :-�- �-�--- � � �
SEDIMENT --_-- � - � � --
TEMPORARY ^ � _... , _- - � - -- --3s-- --_., z4a` M i N
TRAP #1 - - -- - - - -- _ _ --37-- --- _ _ _ ~38- --_ -- -- _ BUTTON CASTLE HAYNE
s- O - 230 k� LINE
T7l1UP-3[i ��RUGATED ` - - - ,-.- n� � � �� � � ^ �--35--- --- � � \-�6/ � �- _.._' -- -- �` � _"- -- -3 �37 � -~ � "38 � � v � V 1-
PLASTIC PIPE - EXTEND �DETEht P. "34- -- y35__ 6- �� 1 f 11 1 '�
THROUGH SEDIMENT TRAP -33- --- -� / -� � 36,
` \
WEIR SECTION ~-31-- -- `~_� -- / ` (' RtdER ZQ MONUAI NT
INV=24.00 10' MAIN TEN�CE _ 30 �` - `-Sri{ Ar / INV=26.00 / \ f P .�N
ACCESS / \ �45'41 I9"
�r ~OUTLET � g 33� N 8` 29'29 E t286.31 \
Q 2 7 BARREL
c '45" E 599.89 �a0 6 _ CASTLE HAYNE - WILMINGTON -CORNING
ti 3 25 E �-, \ v N 8816 �p -aa� TE
--\ w �� 1r>��--�---� ° -- C 1 SWITCHING STATION 230 kv LINE
I� f r2 \`\�, m� /f �� ~~� -� DIVERSION D P.)
I�G I r:) 00IF
6 ,^ �� ' 33- 36.38 r�� a4 T 7 t \ 37.60
2 TC C -DDI71� Fl�j � 37.9t EP 38.69 TC `S 6 \\ � � � �
r%o \ - INLET PROTECTIONNM=35.00- ^� �0 8os' �� �� BRUNSWIGK - CASTLE HAYNE
8` SEE DETAIL \ 1�►- _3 NV=29.50 �� _3 \ cT _ 72 \ \�`
`"\\ .- �_ \ �/ / / /1 ' 36 s+ HP 3•''d -� RIM=36.50 `3 \ KD:688\\D172 J 3d.pr rc 3d.00,C t PINV-30.20;W�05 TIC
- RM=37.00 �_ 230 kV EAST LINE
36.30 3d.02 1'C IM=35.00 47 T1 38.21
V=28.90' �C \� \NV=31.41 J �O 4 r ` 27n \ vO
,k.
� i-
\r -PERMANETIT POOL EL-28.00 `\ r % - b te+f ` 3a27 EP a7. -
\' POND VOLUME:-433,496 CF '� `CID
� r-
' DDI73 W\` \
INV-28.50 m FFE=38.20 ° 4- \
> \ RIM=35.00 ' I
1� HP #4 \ - / \�_ �121M=37.40 FFE=39.90 \, r\ \ \ \
i / ` �D 3 ` _ \\ -J / 35 , , FFE 39.20 i ` INv=3t.80 9 \
lot) / 9 TC �� �'E- 7. ODI70 \ / -
111 p 7 31M=34.00 \ `� RIM-34.30
D NJ=2800 U 25 DI67 �\`\\ � fNV
"� 5220 RNMI=35.20 \� \\ 37 '7
f1 DI66 NV=27.25 �\ �\ 1730 / 3 37. 9 HP ,e EP
c� �11\11 / RIM=35.15 .,d HP., \� \ 50 HP �RIM=36 355+ \ O \ \
. / _ rev-27.so � 38.73- � �H P UG #2-
H]D110 _
36.69 EP O \
CIO !'`�� � � r 5-3e TC �iV4 8.40 �� � //�`\� _42 ��1 , \ ` / I RI�I=37.80
M05 Ha 35.,9 t5 /!/ 38 3s os TC \ INV=33.47 - INV=34.13 y 7
- 35 59 7C 72 36.24 TC " \\ At-36.94 /' r EP �\
r '
Cry 0t TC OI54 / ' 36.30 HP \ \ 3 38t6 "`� s 1C
D163 /
\ TC
129 37.61 HP DI12 02 EP ��`� 1 = Q
T75�
REM=34.80 �\ �`O/ RNM=35.25 36_z4 �C` l 8, 3a. RIM=36.20 ' DDI26
\\\ INV-28.00 35.65 DD131 E3�/ 00 RIM=37.20 Z O 2 6 \
INV=29.40 C, �r1 = \ 8 \
33 RIM=35.7 NNV=3 ,45 D127 RIM=37.00 INV=32.15 3&00 Ep O _ ` J \
/ 1 1 35.19 1 y G RIM=36.70 -INV=32.50 37.80 EP O C` `
1 DI58 3� EP I 0 EP RIM=3 .69 !NV=3206 36.61 n 'f l ^ 3800 EP O \ \
�p \ •g RIM ,. .80 � � INV-31.59 a I / INV-33.45
1 ENI=29.80 as 60 FFE=36.60 rL " 7 r
TEMPORARY 3 � " 3o EP 37.92 '� 3&20 31
DIVERSION DITCH #1 DI
H PLUG #3 FE=37;5 ' 17 DI32 _ - \ \
'37 HP W� _` \
RIM=35.30 3 D125 37DI9 v 17 �r' \\\O p \ \ \ \
1, RIM=36.30 �, NV=33.67 \ t=T` Z
(TYP.) 1 " _ ` \\ INV-30.50 I av H INV=3205 NIV=33.0� AQ -� INV=34.37 \� = O � \ \
\ 1 \ \ IN11=37.80 3
tz EP FFE=39.85 / i J m ' \ = \ \ \ \
/ f o2 EP 36 30 OPO`= ` m t0 \ 39.47 EP 3 `6 ��
153 a FFE= 38.25 / 39.47
%TONE FILT RIM_35.25 3B.17 7c DITCH PLUG #1
/ � �%� INV=28.50
)AM (TYP.) r / 152 \ { DD128 3 IM=313.90 �� Y12D 00 3 \ \ \
J r RIM=36.00 NV=35.2 RIM-38.90
DI57 / RIM=35.30 3625 INV=32.75> EP 37.d0 \ \ ` Q INV=35.fi5 Lz/ Try( 1 \ \
`r RNM=35.20 FF =37.7 lot .43 FP INV=28.75 \ \ e \ 39 INV=30-,Dl INV. OUT = 2p 70 �� Y159
RIM=35.10 74 6 EP 3660 TC �/ 1 R!M_38.00
INV-34.Q0 D16
CULVERT #1 I INV 31 85 Y151 �� 37 ,,, �~ RIM-38.75
A L� RIM=36.70� RIM=36.7 I 37.6o EP D137 D1M3 37.70 35.78 \ FF1==41.0 "� INv=3a.7, � \ o f SILT FENCE TYP.
30 DIP \ NV-31.77 r37 Nvo.34.53 RIM=36.00 INV=33.75 3 INV=34.45 �` \ II y5
fir'' / 36.2, TC 09 FP II -- 39 / i� I (�Tl
�+ INV=31.74 4
INV. = 30.0 \ ` -_ ti:::' F =moo --� \ I YIM0
/ 1 (��� c \
IM=39.60 � \
36.62 HP 9.00 �i YiA� 3N3 9 ` \\ \ INv=3s.35 `/`3\� \
INV 29.25 'r`` 'r •:W.. \\ J L a49 l \ S7 �luv--35 650` . 1I 0 0 0 �`
EX. CULVER��� g`� "'= RlM=35.40 -��
eP � INV=32.,5 1 I ! \�\�� � _ � C=T7 � )�
TO BE REMOVED - J n s6 Z 7 36. 36.54 001,7 _/
l l
RIM-35135 58, 36 EP =38.30 I DI39 (492 FFE=40.90
FFE=40.40 85 IM=36.25 �\ f
�� INV=30.50 RIM=36.3D f, t,r \ \ `j RIM=38.9G r _ ��1'0
UPON COMPLETION _ `i35.13 -� "36 7 - ) INV=32-00 ��,�, INV=3a.5s / [ y y W W c
OF CONSTRUCTION \ D155 i� " I \\\
I.1, ( _ l_ •_ J \\\ \\ NNV=35.Oi
i N V 29.41 J �\ �� \ IIV_35.8 � ;� 35.64 EP � D147 / / ,, / �1 36. � IYI40A00
9.25
\� RIM=35.80 RIM-37.201
3DI45 DN48
3&60 INV=31_ RIM=36.05 P NV=33.95 .6o
P �RIM=3! 3 7C 0146 j 37.0o INV=32.50 � DI43 3e. - 39. EP DI14 % W W y J v
NV=31.25 1 `] 9J Ep RIM=39.00 DI _ \
1 i EXISTING \- RIM=35.00 ' / 1 RIM=31.1 �y If+EV=35-7D \ IM=38.95 \ w W \`-
_ _ INV=31.75 f I �36.95 INV=31.5E3 31E 6 TC 37. Ti 39.48 HP �i W .Y W W W W W W
ENTRANCE TO _ 1 =� 4� - f / / DD140 .3o7C J �' \---�� rNv-�5.30�
V' W 39.74 TC•� ��
�- �� 35.60 EP ! 38.44 HP DI41 M=36.30 DI35 y y W W
y � 38 27 HP / ` \Q = ��
PROPERTY \ �� - 14 jJ 1 �� RIM=3s.Do� INv=3224 RIM=38.20 4o.a \ 404 WETLANDS
_� C�` �C INV=32.50 ^� DI36 W y 0 rNV=33.41 39.2s P 15 3183 Ep g_ fn CT� I�Si Cn \ i y '4,
1 40-06 EP / I W W y W w y W 1k W
REM=37.30 }r /j _`� c,+ f
_ \� ; INV=33.b0 �� � 39.D3 TC 39.40 EP �►F=35.�
36 2 \ 36. HP 60 EP 37. EP W W IM \ /
YI46A \/\ RIM=38.8D's.e 39. HP \ \ �• W W .� .� W �. W .� � I
RIM=35.71 7 \` J INV=34.83012
\ /
- INV=32-45 J 3 40.3a EP DI3
38.46 EP
-_\ \ Ep
OD144 / YI408 y A �� INIV 39.30 \� RIM=39.50 \ 1 \�,,
RIM=37.50 v •� w EP CT� O Cam/ 10 O O O
�.46 EP \ W y W � W W �
RIM=36.05 37. m INV 34.25 `3 \ -/ INV=35.70 3 -'z 1 = I = �' r 1k W W W y /_ INV=32.50 / 8 C p ~' FFE=4i.20 J( / \� \\rn \ �0 w W Y y
_1L <- ✓ 3 05 7C FFE=38.20 F W W y J �- f \ \ ! W W W
FFE=39.65
SILT FENCE J v' �• W 39.90 EP ` �y
w " D142
1� m RIM=35.95 W W y ► v / O� 1 (
INV=32.00 \ W v. v39 , W -37W EP 37. EP / � V V � \ `� � 1
v, / �tg RIME=39.30 D11 / ! \ �] J
INV. OUT - 31.70 INv=36.05 REM=39.,0 �o
DI34
f 4x \ �' 7.39 TC / RIM=37.00 INV=36.05
8 \ INV=33.75
CULVERT #01„
30" RCF
INV. = 32.00 -
CULVERT #3
36" RCP
COLLECTOR EGAD
TO NORTH CHASE PARF WA,IE
DI741( �� l
RIM=36.78
iNV=33.00
�AA 11�
I�1 4II
J
�Illurl►
1 "
g Vy
38
✓ ~
3=-'_;.;-3�f-@ =3434
ZKA
_
~37L N S '35' 3" - !. 4 1M 39.78%
\39 \ �` - 5`34� ` �3S_� -, -- _-,T� -� �i15�. �3� ==°' ��1 - INV W�1.83'
1 � � �- ��/ �.. __ _,-� _ 1 P V C I Njl- S 31.7 3'
1 INV 32.00' 3&� -- - _ I .4� �� 36' RIM �6.99'
p I Ir 3 _/ INV 30.�4' RINI 36.72 \ \
S 00.06 31 " E
J , !NV W 29.30' \ fl 11 s 0 o
=_- J !NV 33.96' IVV E\30.2i INV E 29.27' 18.70'
DI 75 1 III SILT FENCE �� f I3a \ ^ \ DESIGNERS PL N CERVICATION:
jM=36.78 1 � C \
IN%
INLT T PROTECTION
SEE DETAIL \
DI 76 1
RIM=35.64
INV=31.00 \1
\ � 1
�1
` aT,1r1
OUTLET
`y BARREL 1� I ; �� ND AREA REMAIN c�rsn:RBED I HEREBY %ERTiFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH B
INV=3200_ 111} AND PROTECTEp Y SILT *•SCE THE LATEST `N� HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN
10' EMERGENCY ii� UNTIL APPROPRIATE PERMITS HAVE
I�-- -SPILLWAY BEEN osrAlN�. MANUAL." 8B
#
SIGNATURE
\ I I PRINTED N ME AND TITLE
WET T #2 11 I / DATE off.
EGISTRA . ON NUMBER- ;EAL ,``,,,,Et+:1,�e�,,,�s`,
AV
POND BOTTOM EL -28.00 1I I \ ��� • � RQL'�
PE2.00
RMANENT
VOLUME --4Z895 CIFI �� ,R .� O Sfp4
i l a �.
ACCESS MAINTENANCE I 4I PROPERTY OWNER C TIFICATION:
INv=29-00 !
l
JB ,
INV=29.35
1
-RIM=35.84/
INV=29.50
Q
1 k y
D
REVISED PER PROGRESS ENERG' COMMENTS
5/18/06
C
COUNTY 5WMWAIER COMMEN',/OWNER BUILDING REVISIONS
5/9/06
B
000 REVIEW COMMENTS
4/3/06
A
NEW HANOVER COUNTY REVIEW :.OMMENTS 3/17/06
3/22/06
REV-1140.
DIESCRIPTIQN S
DATE
R )A 1 N
SEAL
iI I (WE} HEREBY CERTIFY THAT I (WE) AM (ARE) Tr,E CURREM4 R 0F,.T_g,
yr PROPERTY AND THAT PON RECEIPT OF "AUTHORIZATION-TO.��
yAte INGCLEARING, GRAD, RD
STRUCTiON OR DEVELOPEMENT, WILL B���, O IN
Ale ` / I ACCORDAN.C€ WITH THIS PLAN AND THAT THE APPLICABLE ORDINA'S'"AIQD
R_ULE­SDF NEW HANOVER COUNTY, THE STATE OF NORTH CAROLINA AND THE
/FEDERAL GOVERNMENT A D ITS AGENCIES WHICH A ZE HEREBY MADE PART OF
l .> THIS PLAN. AS THE 0 R, I (WE) ACCEPT FULL RESPONSIBILITY FOR THE
/ J o �� - CONSTRUCTION AND OPER TION AND MAINTENANCE OF THE PROPOSED FACILITIES.
O 1 (WE) WILL NOT ATTEMPT TO TRANSFER OF THIS F'=SPONSIBILITY WITHOUT THE
! WRITTEN AUTHORIZATION OFF NEW HANOVER COUNT' "
l _ �
1 SIGNATURE
f PRINTED NAME AND ntF A '. , n
DATE p (e
60' 0 60' 120'
\ \ SCALE: 1"=60' (Horiz.)
SEAL
A;.. ,
v
vCREED
v
24,5 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: (91,0)251-8282
AA0002667 E60006691
www-mckimcreed. com
PROVIDENCE PARK PROPERTIES, LLC
P.O. BOX 1229
Wilmington, NC 28402
PROVIDENCE PARK
NEW HANOVER COUNTY
NORTH CAROLINA
GRADING, DRAINAGE AND
EROSION CONTROL
DATE:
JANUARY 2006
MCE PROD.
04280-0001
DRAWN
ASA
DESIGNED
CM
CHECKED
MAC
PROD. MGR.
RMC
SCALE 44 M&C FILE NUMBER
CG-101
HORIZONTAL: DRAWING NUMBER
1-=60'
VERTICAL: 6
NA
TA TUTA TU S��RE VISIONVISEON
ISSUED FOR PERMITTING D

Z
N
it
1
NOTES:
1. ALL STORM SEWER PIPE TO BE CLASS III RCP UNLESS
OTHERWISE NOTED ON STORM SEWER SCHEDULE.
40' 0 40' 80'
SCALE: 1 "=40' (Horiz.)
NINEPIN-
INV=29.00
l
/ DESIGNERS PLAN CERTIFICATION:
lr0 JB 1
cp "I HEREBY CERTIFY THAT THIS LAN HAS BEEN PREPARED IN ACCORDANCE WITH r
(D INV=29.35 / �� THE LATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN—
'� MANUAL." r r
r
poo i SIGNATURE ---- -� - -- ---
w PRINTED NAME AND TITL
ATE .'''rr �rZ'
DI 76 1 r r .• VIP
O
4
RiM-35.84 - �,� �; �\ i ', � REGISIR,4�UN NUMBER SEAL .� �-"''K�s�s�
INV=31.00
DI 77
J r
SEAL l
1 s PROPERTY OWNER CERTIFICATION: 025503
RIM=35.84, • SILT FENCE (TYP.) 1 _
r
INV=29 50; "I (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURR
PROPERTY AND THAT UPON RECEIPT F "AUTHORIZATION-TOY
r
1 CLEARING, GRADING, CONSTRUCTION OR DEVELOPEMENT, WILL 8 ,. l R? D IN
\ ACCORDANCE WITH THIS PLAN AND TH�T THE APPLICABLE ORDINANCES AND
RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH CAROLINA AND THE
1 1 1 FEDERAL GOVERNMENT AND ITS AGENCI WHICH ARE HEREBY MADE PART OF
,..
\ \ THIS PLAN, AS THE OWNER, I (WE) ACCEPT FULL RESPONSIBILITY FOR THE
b CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES.
\ \ I (WE) WILL NOT ATTEMPT TO TRANSF F THIS RESPONSIBILITY WITHOUT THE
_ WRITTEN AUTHORIZATION OF N-EW ANCIVER COUNTY."
,
SIGwATURE _
___ r r f PR1 N TfwD N A��l AND TITLE �t� AA
LIMITS OF DATE
CONSTRUCTION 1 '
i`
�
DDI 79 ' r
RIM=34.76 1
DDI 78 1
1 RIM=34.76 Jr' 1 INV=30.25
1 INV= 30.76 l r
1 ' 151 R
_ � 1
r �
,
+ o
1 G.
TEMPORARY No�'eMas E PORK
CONSTRUCTION �/Iq Y
ENTRANCE (TYP.)
C COUNTY STORMWATER COMMENTS/OWNER BUILDING REVISIONS 5/9/06
8 OWNER REVIEW COMMENTS 4/3/06
A NEW HANOVER COUNTY REVIEW COMMENTS 3/17/06 3/22/06
I
SEAL
025W3
A
���ll►1�1111
SEAS
v
V �NfI<MV&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
PROVIDENCE PARK PROPERTIES, LLC
P.O. BOX 1229
Wilmington, NC 28402
PROVIDENCE PARK
NEW HANOVER COUNTY
NORTH CAROLINA
GRADING, DRAINAGE,
& EROSION CONTROL
DATE:
02/22/0s
MCE PROD. #
4280-0001
DRAWN
ASA
DESIGNED
CM
CHECKED
MAG
PROD. MGR.
RMC
SCALE
M&C FILE NUMBER
G-1011
DRAWING NUMBER
HORIZONTAL:
1.=,W.
VERTICAL:
6B
NA
5TA TU S: REVISION
ISSUED FOR PERMITTING C

1/2" EXPANSION JOINT
1/2" EXPANSION JOINT
SIDEWALK
4'-
4'-
VAR
SCOR
2.1 MA
VAR
VAR
SLOPE
RASS STR1
DEPRESSE
CUR
RTICAL BREAK
----'FACE
SEE NOTET
IN CURB
SLOPE NOT TO
10' MIN
EXCEED 12:1
Dcn. V. €n3r
PLAN
VIEW
WHEELCHAIR
RAMP
' 1
--------------
-W�WI
VAR
........ee:
.......'w.N
■. ......... rl
TM 1
10' MIN PED---X-IN
(TYP)
OF CURB
TYPICAL LOCATION OF WHEELCHAIR RAMPS, PEDESTRIAN
CROSS WALKS & STOP BARS FOR TEE INTERSECTION
SIDEWALK 1 /4" PER 1' VAR STANDARD 2' CURB AND
0'-4" GUTTER WITH 1 1/4" R
6"
6'
1/2" EXPANSION JOINT
SECTION AA
11'-4"
BACK OF SIDEWALK 4'-0" 3'-4" 4'-0"
VAR SLOPES NOT TO EXCEED 12:1 TOP OF CURB
ULIALLI
12:1 GUTTER LINE
DEPRESSED CUR$
LIMITS OF WHEELCHAIR RAMP
SECTION B-B
GUIDELINES FOR WHEELCHAIR RAMPS & DEPRESSED CURBS
NOT TO SCALE
2" 1-2
ABC STONE
NPACTED BACKFILL
LIGHT DUTY PAVEMENT SECTION
NOT TO SCALE
3" 1-2
8" ABC STONE
COMPACTED BACKFILL
HEAVY DUTY PAVEMENT SECTION
NOT TO SCALE
1/2" RADIUS f-�-.6'� --�. �--------i '-6"----.__�
„ SLOPE TO DRAIN
3 RADIUS
1 /8" RADIUS
12" -
2'-0" -
2'-0" STANDARD CURB AND GUTTER
NOT TO SCALE
CONDITIONS VARY
SEE SHEET 4
12' I 12'
2% __ �--- - 2%
DRIVE AISLE SECTION
NOT TO SCALE
CONDITIONS VARY
SEE SHEET 4
GENERAL NOTES
I. LOCATION OF WHEELCHAIR RAMPS:
1. IN ACCORDANCE WITH THE RATIFIED HOUSE BILL 1296, ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSTRUCTED FOR
MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1,
1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTERS AND
SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW.
2. WHEELCHAIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS, HOWEVER EXISTING LIGHT POLES, FIRE HYDRANTS, DROP
INLETS, ETC, MAY AFFECT PLACEMENT.
II, CONSTRUCTION NOTES:
1. NO SLOPE SHALL EXCEED 1"=1" (12:1) ON THE RAMP OR SIDEWALK.
2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40" (V-4"), WIDTHS MAY EXCEED 40" IF NECESSARY,
3. USE CLASS "A" CONCRETE WITH THE SURFACE HAVING A ROUGH, NON-SKID TYPE FINISH.
4. 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
5. CONSTRUCTiON METHODS SHALL CONFORM WITH THOSE OF THE GOVERNING BODY WHICH HAS JURISDICTION OF THE PARTICULAR STREET.
III, ADDITIONAL NOTES:
1. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION RADII WHERE MARKED (SEE NOTE 6).
2. THE WHEELCHAIR RAMP SHALL BE LOCATED SO THAT THE BEGINNING OF THE WHEEL CHAIR RAMP WILL BE TWO FEET FROM THE INSIDE
PEDESTRIAN CROSSWALK LINE.
3. THE MOTH OF THE PEDESTRIAN CROSSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REQUIRED TO ACCOMMODATE THE PEDESTRIAN
TRAFFIC.
4, STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN
COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN, OR OTHER LEGAL REQUIREMENTS.
5. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS, U.S GOVERNMENT
PRINTING OFFICE, WASHINGTON, D.C. 20402.
GUIDELINES FOR WHEELCHAIR RAMPS
NOT TO SCALE
HANDICAPPED RAMP
NOT TO SCALE
STANDARD N.C. "STOP" SIGN
2'-6"tQ
6' - 12'
2" PIP%
4" COVER
WITHOUT CURB `
OR GUTTER
75"
oR�NcTAe
Tp Hsi Epp WAR
c�N�ERT aCN� RN
sPq c oIsE
INS � NTTA
S ANDAR INFORMATI N SIQN
STREET NAME SIGN
(SEE NOTE)
2'-0"
MIN.
NOTES:
8,-6,.
1. STREET NAME SIGNS SHALL BE A MINIMUM OF 6"
EXTRUDED ALUMINUM BLADES USING A MINUMUM
OF 4" C SERIES LETTERING IN REFLECTIVE
SILVER & REFLECTIVE GREEN BACKGROUND.
ALL REFLECTIVE SIGNS SHALL BE MADE OF
ENGINEERING GRADE OR HIGH INTENSITY GRADE
REFLECTIVE SHEETING OR APPROVED EQUIVALENT.
=-
3. ALL SIGNS PLACED IN RIGHT-OF-WAY WILL BE
APPROVED BY TRAFFIC ENGINEERING DWISION.
4. ALL FOOTINGS TYPICAL FOR ALL SIGNS, WHICH
WITH CONCRETE CURB:,
NEED TO BE ANCHORED IN CONCRETE.
& GUTTER
STANDARD SIGN
INSTALLATION LOCATION
C
EXPRESS STORMWATER PRE -MP COMMENTS
6/15/06
B
OWNER REVIEW COMMENTS
4/3/06
A
NEW HANOVER COUNTY REUEW COMMENTS 3/17/06
3/22/06
REV.NO.
DESCRIPTIONS
DATE
RE ASIONS
NOT TO SCALE
SEAL
SEAL
,,'�ti�I1it11/►�fr�r��r
1� r
' IN may
SEAL I.
z 025%too Is
-
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
PROVIDED
MINIMUM NUMBER
OF ACCESSIBLE SPACES
REQUIRED
MINIMUM NUMBER OF
ACCESSIBLE SPACES
REQUIRED TO BE
VAN ACCESSIBLE
1-25
1
1
26-50
2
1
51- 75
3
1
76-100
4
1
101-150
5
1
151-200
6
1
201-300
7
1
301-400
8
1
401-500
9
2
501-1000
2% OF TOTAL
1 IN EVERY 6
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
EACH 100 OVER 1000
1 IN EVERY 6
ACCESSIBLE SPACES
SECTION 4.1.2(6) OF THE AMERICANS WITH DISSABILITIES ACT (ADA)
SEE 4.1.2 (5) (a) FOR MEDICAL CARE FACILITIES
NOTES:
1. ALL 12" BY 18" ACCESSIBLE SIGNS (R7-9 AND R7-1)
SHALL BE MOUNTED AT 7 FEET FROM GRADE
TO BOTTOM EDGE OF SIGN FACE (MUTED)
MOUNTING HEIGHT CAN BE REDUCED TO
5 FEET IF PLACED IN AN AREA BETWEEN
SIDEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO)
U S DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS AREA REQUIRED AT LOADING AREA.
w
Lit
U
Z
0
U
JOINT SEALANT
o_
6 x 6— W1.4 x W1.4 WIRE FABRIC 0
F CO
EXPANSION JOINT FILLER rn
10 MIL IMPERMEABLE LINER
/\\\ `
/� COMPACTED SOIL
.�/// /
0
SECTION
N
CONCRETE PAVEMENT
Not to Scale
3,000 PSI CONCRETE SIDEWALK,
BROOM FINISH, SLOPE 1 /4" /FOOT
IN DIRECTION OF DRAINAGE
�" '��l/°/�/TI�iJ�`�i
ao I �i\Ix, X
7' WIDE
�1" RADIUS
MENT
COMPACTED SUBGRADE
SIDEWALK SECTION (TURN DOWN)
Not to Scale
v
vN4Cj<jM&CMED
243 North From Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
WW W.mckimcreed.com
STANDARD SIDEWALK DETAIL
NOT TO SCALE
PROVIDENCE PARK PROPERTIES, LLC'
P.O. BOX 1229
Wilmington, NC 28402
ONE OUT OF EVERY EIGHT (8) ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, (IS REQUIRED TO BE VAN ACCESSIBLE)
0
RESERVED
PARKING MUTCO
RESERVED ® R7--8
PARKING
MUITCO VAN
AN SIGN R7-8A
R7-8
12X1811 w,uaww
sN SIGN R7--8D
0
I
VAN R7-8A 11 /2" X 11 /2"
T
ACCESSIBLE 12"X6" STEEL TUBE
PAINTED GREY
FINISH GRADE
MAXIMUM R7-8D
PENALTY 12"X9" ,r
S 250
SEE STANDARD NO. 50.10E AND 50.10C
FOR SUPPLEMENTAL SIGN CONCRETE FOOTING
DETAIL 12"
HANDICAPPED PARKING STANDARDS
Not to Scale
R/W LINE — —
EDGE OF PAVEMENT
STOP BAR
(N 4
OD
—�
INTERSECTION DETAIL
NOT TO SCALE
4"/8"*
EDGE LINE 10' SKIP LINES
YELLOW OR WHITE
4��
Ys LLow OR WHITE
TURN LANE LINE 10,
,
WHITE
4
CENTER LINE
YELLOW g
11/12))
GORE LINE
2' MINI -SKIP LINES
YELLOW OR WHITE
wNITE
4"*
8„ 2'
DIAGONAL LINE ® 1,
YELLOW OR MITE
8" /2 4"
15
CROSSWALK LINE
WHITE
STOP OR TRANSVERSE BAR
'NOTE: WHERE TWO WIDTHS ARE INDICATED, THE FIRST
4 1 f WIDTH APPLIES FOR A "NORMAL" WIDTH LINE. THE SECOND
WIDTH APPLIES FOR A "WIDE" ONE. 'WIDE" LINES ARE
REQUIRV) WHEN DESIGNATED IN THE PLANS, OR WHEN
----------------
DIRECTED BY THE ENGINEER.
wHrTE
PAVEMENT MARKINGS
LINE TYPES
NOT TO SCALE
PROVIDENCE PARK
NEW HANOVER COUNTY
NORTH CAROLING
SITE DETAILS
DATE:
JANUARY 2006
MCE PROD. #
04280--0001
DRAWN
ASA
DESIGNED
ASA/MAG
CHECKED
MAG
PROJ. MGR.
RMC
SCALE M&C FILE NUMBER
CT-501
HORIZONTAL- DRANNG NUMBER
NA
VERTICAL: 5
NA
STATUS: REVISION
ISSUED FOR PERMITTING

Y-
I
4Y
7:�
DESIGNERS PLAN CERTIFICATION:
"1 HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH
THE LATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN
s MrN MANUAL."
SIGNATURE
PRINTED NAME AND TITLEi+�1�'
Q �4
DATE _
};-'�;,: REGISTRATION NUMBERSEAL
.tt-Lt air _ �`, �f'sV.
PROPERTY OWNER CERTIFICATION:' 1 s I 1
�3"'s
NO
"I (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURV OAWOF e 1 (�
ABC J 6" MIN, :��3 �T ,.,_, ���'' PROPERTY AND THAT UPON RECEIPT OF AUTHORIZATION- 111� }
CLEARING, GRADING, CONSTRUCTION OR DEVELOPEMENT, WILIN
#4 COARSE AGGREGATE ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE OD
PLAN vlEw RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH CARQLIfd'• ND THE
FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART OF
' MI" THIS PLAN. AS THE OWNER, 1 (WE) ACCEPT FULL RESPONSIBILITY FOR THE
DIVERSION TO DIRECT RUNOFF FROM R/W CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES.
----6". ROI (WE) WILL NOT ATTEMPT TO TRANSFER OF THIS RESPONSIBILITY WITHOUT THE
SECTION VIEW WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY." �1
SIGN
1i
CONSTRUCTION 1. TURE
CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER 013JECTIONABLE PIN D NAME A ©AnTIE
MATERIAL AND PROPERLY GRADE IT. R IDATE D
SPECIFICATIONS: 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT 1ii1�11
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET_
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS
SUBJECT TO SEEPAGE OR HIGH WATER TABLE. Ij Ij ✓.
l
MAINTENANCE: 1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP -DRESSING WITH 2-INCHS 01. #4 STONE. AFTER
EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN 11 OUT IF NECESSARY.
J_
IM#�ll�'D� �IiEL_ Y: �Ct 'E A . 4 C�:B�II' T'at " . " 9A ^NtTn P�?BUG ...
ROADWAYS.
TEMPORARY CONSTRUCTION ENTRANCE / EXIT
NOT TO SCALE
NOTE: SILT FENCES ARE UTILIZED IN AREAS WHERE ONLY
SHEET OR OVERLAND FLOWS ARE EXPECTED.
1. SET POSTS AND EXCAVATE A 4"x4" 2- STAPLE 1MRE FENCING TO THE POSTS.
TRENCH UPSHORE ALONG THE LINE OF 12 i� GAUGE MIN.
POSTS. 6MESHA)SPACING
-� 8' MAX I+--
STEEL OR
WOOD POSTS
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
71 1.7-
FABRIC HEIGHT LESS
THAN 36" ABROVE GRADE
4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 5. EXTENSION OF FABRIC AND WIRE
INTO THE TRENCH.
WIRE- POST
FILTER FABRIC GROUND LINE
I \ I \ I I
36 MIN
~_r / 12" MIN.
BACKFILLED 4"
SOIL
TEMPORARY SEDIMENT FENCE (SF)
NOT TO SCALE
NOTE:
1. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5
FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
MAINTAIN A BARRIER, SILT FENCE STAKES WILL BE SPACED 8 FEET APART WITH A WIRE
BACKING.
2' MIN
OMPACTE
2 IN
VADTH
2:1 SLOPE (MAX)
- STABILIZE DIVERSION DITCH
WITH TEMPORARY SEEDING
CROSS SECTION AND EROSION CONTROL
NETTING
IJPSLOPE TOE POSITIVE GRADE 1.0% MAX. Z
N
SIDE SLOPE
2 : 1 (MAX.)
FILL SLOPE
PLAN VIEW
TEMPORARY DIVERSION DITCH #'I, #21 #3 AND BERM
NOT TO SCALE
r7 B T
i
NUTr
1
' jtL i-ILAN FOR CLASS OF RIPKAA' kNi3 LIMiG114 WQ 11;
,.
AND D&0_i-U: eFAPRON.
-
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 OYERFLOW 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) NTH
THE SURFACE OF THE RECEIVUNG CHANNEL. THE
B
APRON SHALL HAVE A CUTOFF OR TIDE WALL AT THE
L
DOWNSTREAM END.
NATURAL GRADE
4.
THE 1MDTH OF THE END OF THE APRON SHALL BE
W
EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING
CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
�I RIP RAP I� ;
5.
ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO
95% OR GREATER_
H I I
6,
THE PLACING OF FILL, EI 4ER LOOSE OR COMPACTED
IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
7.
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT
NOTE: MINIMUM H=2/3 LAYER OF FILTER FABRIC
OF THE APRON MALL BE PERWTTEi).
PIPE DIAMETER
SECTION B-13
RIP RAP APRON OUTLETS
NOT TO SCALE
SEDIMENT BASIN GRADING DETAIL
NOT TO SCALE
FILTER -BERM
NOTE:
LOW LEVEL ORIFICE
TO BE INSTALLED
I 1' 2' AT EL. 28.00
4' FLOOD STORAGE
4
#557 WASHED STONE-%,
r I I Ei I I I' 5' SEDIMENT STORAGE ZONE (TOTAL BASIN CAPACITY)
F�Ow4.5' MAX. SEDIMENT DEPTH
5'
I I-1 1 r BOTTOM ELEVATION = 24.00 .,
-III i
�IIIIII- I I
kAMUM LEVEL OF SEDIMENT COLLECTED -
.EAR BASIN WHEN THIS LEVEL IS REACHED.
1
11111 ,�
Drop inlet FabricWire
gratewith
..�!lrliriiirii i!!i!q! ui#57 Washed Stone
■I:■E■rffffff•■ •/•.■■■■1■I f�i:::::Rii�jii:aiiiii
■„fnruuuo uau■■■ 1■�
■i'a■■rf nal#f■ ■s#suu wE :■■...■u■:'iiii+iiii:
■I 1■■rf •.f■■f ■ff■aa■aa 1■I . • ....
u ufrluul■ ■uu■ul lei ■■ Ti■uuu■■u■
■r .•#taus■■ ■u■■u#a u1 ,..•..#....:;:::
■7 ssfrsursr auuusu 1■, :.. n■iu.,•#n...�.u�.�
■f :;#■■as■E ■■■■■■■■!a■ 1■1 ti'�••' rii59
:a::: iiii ii■■■■■■■
f■#i.11•.....■........
I I I I I I I I I` �� - urs■Ri•anumn•R-■
1 � 11 1 1 1rn in.
it rrrrrrrrarrrrurrrerltiiiri u
■r■uuaquupuuuuuu Ir
rlr#!r■■.■■■N■■■■■■■■#f■af■li
■1 ■a■■#rssr■■rl•r■■■aMrl■■rrl
arsur■■ru■■ruuuu■■r■f■ 1# •
r■uquuu■#usu■uuu■f rl ^
ab
excess •■osruarur■■u■r■r■rrrr/# Ir Buried
at corners
.•wlriiiii�isii...l:il:ii w��4- 1�
SPECIFICATIONSCONSTRUCTION
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
ON ITS SIDE ON BOTTOM ROW TO ALLOW -r• OPENING OVER ALL
DR • D+ •N SHOULD BE EXCAVATED BLOCKOPENING TO HOLD GRAVEL IN PLACE.
BELOWAT LEAST 2 INCH - OF .-
DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST
USE CLEAN GRAVEL,3/4-TO 1/2-INCH IN
THE • • •- st- t• •SUPPORT PLACED 2 INCHES BELOW THE TOP
AND • AVOID WASHOUTS WHEN OVERFLOW OCCURS. OF • ON •- OR FLAND
ATTER
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
-• rrD STUDS THROUGHt RECOMMENDED
BLOCK OPENINGS.
INLET PROTECTION
NOT TO SCALE
TEMPORARY •
..
CORR. ►1800
CLI FT/ ACRE
' r��(1 �t1 •:: •:i
�•
-
LFILTER FABRIC
CROSS SECTIOt,.,
SETrLED •-
• FOR SETTLEMENT
WEIR WIDTH
1L-• � ••
IF--ir-
�
5' MAX
2-1
SIDE EMERGENCY
SLOPE BY-PASS 6"
`, •r�
•s or
+�I� I •rr•�. •
FILTER FABRIIr �. MA
•• OF
GROUNDSLOPE
TEMPORARY 30"-/
CORR.STONE SECTION
TEMPORARY SEDIMENT TRAP
NOT TO SCALE
Temporary Sediment Trap
Rational .NtethodC'alculation. Q=CiA
75'% 'FrappisiQ Efficiency: Surface Area (s% ft.) = (peak flow)(0.01)(43560)
Provided Storage: Avg. End Area Volume Method
TrapEfficiency
bime�nsions
Provided
Weir sized
Min
Weir
Disturbed
Total
drainage
Trap
sized
Required
C
I
Q
Required
Surface Area of
Top
Tap
Side
Slope
Provided
Surface Area
Bottom
Bottom
Trap #
area (ac
area ac
for area
storage
Coefficient
Intensity
I0-year low,
Trap (s ft.)
Hei kt
width
length
HN
s . ft.
width
length
storage
for area
length
TST#1
C '6 ac
16 ac
0.16 ac
290 Cf
1 0.40
1 7.23 j
0.46
1 202
1 20
1 1C'
50'
2 . 1
1 500
1 2'
1 42'
1 584 Cf
1 0.16 ac
6
C I COUNTY SrowwATER COMMENTS 5/9/06
B OWNpt REVIEW COMMENTS 4/3/06
A NEW NANOAR COUNTY KNEW D W."TS 3/17/06 3/22/06
REVAO. DESCRIPTIONS DATE
REVISIONS
SEAL
MIN
SEDIMENT BASIN SECTION DETAIL
NOT TO SCALE
OUTLET PROTECTION
D NOT DISSIPATOR METHOD
PROJECT:
LOCA71ON:
Providence ParkY
New Hanover County, NC
OUTLET
ZONE DID
in
WRAP
CLASS
DnEX
in
APRON
NUMBER
DIA
in
©
CFS
V
THICKNESS
in
LENGTH`
WIDTH
R
_5i %
48
% '
6-'
a
B
12
18
24
12
J!' '
18
-)2
1 4
A
6
9
10
5
30
C CA
r 2
2 8
B
12
18
15
8
lrtor nd#2
',8
2.c-4
2
1 4
A
6
9
5
]7710
NOTES: 1.) f4rlirnum apron length of 10 ftsha l be irutaled
2.) Dmax = D50 x 15
3.) Thckness = Drraxx 1.5
4.) Width = 3 x Pipe Da.
TOP EL. 33.00
E
�.
rti
E 4>«
�`
o
LL
4)CL
_d
a
L
C!
DI
DI75
24.00
15
DI75
DI 77
215.00
15
DD178
DD179
24.00
15
DD179
DI 77
248.00
30
DI76
DI 77
24.00
15
DI 77
JB 1
36.00
30
JB 1
outlet
75.00
30
GENERAL NOTES:
USE CLASS "B" CONC=RETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER V-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MWLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCAETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROONS MATCHING.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG {}R WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEERi.
CHAMFER ALL EXPOSE: COMWERS 1".
Y I DRAWING NOT TO S.-,ALE.
PLAN
WITH GRATE & FRAME REMOVED
BRICK COPING (INCIDENTAL)- --
TOP ELEVATION ---- !
STD. 840.16 FRAME
F f A� S GRATES
6" A 6" #4 BAR
I Q1, B 6II
V CY
L=
._
CH
DOWEL
to SEE NOTE SEVTION X-X DOWEL(SEE NOTE) MAX. PIPE THIS SIDE - in., CD
SECTION Y-Y
DITCH PLUG DETAIL
NOTES:
1. SEE SPECIFICATION SECTION 2200 FOR FILL PLACEMENT.
2. DITCHES TO BE FILLED USING RESONABLE CLEAN FILL DIRT.
3. IF NATURAL SLOPES ARE STEEPER THAN 3:1 (H: V), A 3: 1
BENCH SHALL BE CUT TO RECEIVE FILL MATERIAL.
4. FILL SHALL BE COMPACTED TO 90% OF STANDARD PROCTOR
MAXIMUM DRY DENSITY.
5. ALL FILL SHALL BE NEATLY DRESSED OFF TO THE ADJACENT
GRADE.
6. ALL DITCHES SHALL BE FILLED IMMEDIATELY AFTER INSTALLATION
OF THE PLUG AND PRIOR TO ANY RAIN EVENT.
SEAL
e SEAL
02%03
0
0
v
v NFICM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
2" WEEP HOLES
X
DI�NSIONS
AND QUANTITIES
FOR DROP
INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS
OF BOX
$ PIPE
CUBIC YARDS
CONC. IN BOX
BOTTOM WALL-
SLAB FT. HT., ra■INI"
DEDUCTIONS FOR
ONE PIPE
C-III. R.C.
PIPET SPAN WIDTH
YIN. HEIGHT
D A B
H
12"
15"
' 3'-O'r
r
2`-01'
2'-0"
2'-3"
0.222
i
0.222
r
0.592
0.648
1 0.0151 0.026
0.023.036
1 f3"
;'
2' - 6'°
0. 103
0.033 i 0.049
24"
30"
�
!
3f-0"
3'-6"
0.222
A
0.222
0.814
0.925
0.058 0.085
0.092 0.127
3'-0" 1 2'-O"
DROP INLET / YARD INLET
(REF: NCDOT 840.14, .15, .17, i w 18)
NOT TO SCALE
PROVIDENCE PARK PROPERTIES, LLC
P.O. BOX 1229
Wilmington, NC 28402
FROM
DES./
CONST.
TO
DES.1
CONST.
PIPE L
ft
DIA.
in
D11
D12
108
15
D 12
D14
64
15
D13
D14
59
15
D14
D15
73
15
D15
D16
129
15
D16
D17
110
15
D17
D18
79
15
D18
OD110
87
18
D19
DD110
67
15
DD110
DD112
164
18
D111
D168
133
30
DD112
D111
102
30
D113
D114
116
15
D114
DD115
168
15
DD115
D116
122
15
D116
DD117
85
15
DD117
D124
93
18
YI18
Y119
122
15
YI19
DD117
134
15
YI20
YI21
123
15
YI21
D124
100
15
D123
D124
120
15
D124
D125
100
24
D125
DDI26
73
24
DD126
D112
119
24
DD127
DDI26
112
15
DD128
D129
94
15
YI30
D129
73
15
D129
DD131
124
15
DD131
D133
123
15
D132
D133
54
15
D133
D167
121
18
D134
D135
113
15
D135
D136
133
15
D136
DD140
137
15
D137
DD138
100
15
DD138
Y150
5
24
D139
DD138
87
24
Y140A
DD140
36
15
Y140B
DD140
51
15
DD140
D139
82
24
DI41
DD143
88
15
D142
DD143
95
15
DD143
D148
138
15
DD144
D148
119
15
D146
D145
128
15
Y146A
D146
45
15
D145
D155
88
18
D147
D14$
72
18
D148
D149
73
18
D149
D152
78
24
Y150
Y151
119
24
Y151
D152
115
30
D152
DD153
52
24
DD153
D154
99
30
D154
D166
106
36
D155
D156
78
18
D156
D157
119
24
D157
D158
77
24
D158
D163
109
24
Y159
Y162
170
15
YI62
D 163
86
15
D 163
D 164
103
30
D164
DD165
101
30
DD165
D166 1
105
30
D166
D167
77
42
D167
DD173
124
42
D168
D169
138
36
D169
DD171
94
36
DD170
DD171
109
15
DD171
D172
200
36
D172
DD173
127
36
DD173 I OUTLET 68 42
NOTES: owe
1. ALL STORM SEWER PIPE TO BE CLASS III.
PROVIDENCE PARK
NEW HANOVER COUNTY
NORTH CAROLINA
GRADING, DRAINAGE, & EROSION
CONTROL DETAILS
DATE:
JANUARY 2006
MCE PROJ_
# 04280-0001
DRAWN
ASA
DESIGNED
ASA/MAG
CHECKED
MAG
PROJ. MGR.
RMC
SCALE
MkC RLE NUMBER
CG-- 501
DRAWING NUMBER
HORIZONTAL:
NA
VERTICAL:
16
NA
IS: REwSI
5SUED FOR PERMITTING

POND 1 DETAILS
TOP OF DAM EL - 32
TOP EL FORE BAY OVERFLOW STRUCTURE (SEE DETAIL
EL 31.50 10'
10•
`IEGETATIVE SHELF 25 YR. EL = 31.49 VEG SHELF
1 6:1 SLOPE TW. 5:1 SLOPE TYP
AROUND POND AROUND POND
1" RUNOFF STORAGE EL = 28.66 1' RUNOFF STORAGE EL = 28.66
FOREBAY POOL EL NW5) = 28.00 3 - - - PERMANENT POOL EL NORMAL WATER SURFACE 26.00
3
1
�1 3 a 3
t c CREST OF LOW FLOW WEIR �1 n 1
4
00
INV OF 42" RCP = 26.00
8' BOTTOM DRAIN
WITH GATE VALVE
FOREBAY AND STORAGE POND #1 SECTION
NOT TO SCALE
GRADE POND TO 52 LF 52 LF 52 LF
ELEVATIONS SHOWN TOP RISER 31.49 TOP OF DAM EL. 33.00
�'N THE PLANS
3 8'x 8' CONC. COLLARS
1�
I
3
1
3 33.00
1�
100' S1.UU li
+o8p e. r•.o 0.-
CLASS B STONE SECTION
POND #1 EMERGENCY SPILLWAY
NOT TO SCALE
1" RUNOFF 28.66
3" ORFICE EL. 28.00
30" RCP C 0.3% C76 -
INV 24.50 WITH LOCKING "0" RING JOINT
I
32.20 Lo
`V
7'x 7' PRECAST BOX LO CUT OFF
(SEE RISER SECTION) TRENCH
3" SCH. 40 PVC OUTLET
POND #1 OUTLET STRUCTURE SECTION
NOT TO SCALE
7'X7' RISER
STRUCTURE W;
GRATE (4" OPE-NING:
TRASH RACK)
25 YR WS EL
OVERFLOW EL. (TOP) 31.49
PERM POOL EL. 28.00
POND €BOTTOM 24.00
POND #1 OVERFLOW STRUCTURE
NOT TO SCALE
INV. OUT = 24.00
POND 2 DETAILS
TOP EL FOREBAY OVERFLOW STRUCTURE (SEE DETAIL
5 EL 34.36
10' 10'
VEGETATIVE SHELF 25 YR. EL = 34.36 VEG SHELF
1 6:1 SLOPE TYP. 6:1 SLOPE TYP
AROUND POND AROUND POND
1" RUNOFF STORAGE EL = 33.91 1" RUNOFF STORAGE EL 33.91
FOREBAY POOL EL. 3200 - _ . _ . , _ PERMANENT POOL EL. AORMAL WATER SURFACE 32.00
3 1
�1 3 w 3
e o CREST OF LOW FLOW WEIR 1 1
PIA K* ILL FORRs+ RAY = 28.[90 `� .. POND BOTTOM , .,��.. EL- 2...00
OF 30' RCP = 29.00
FOREBAY AND STORAGE POND #2 SECTION
NOT TO SCALE
w� 1
1F�
10. 35.00 10(
J
CLASS B STONE SECTION
POND #2 EMERGENCY SPILLWAY
NOT TO SCALE
SOD ALL SLOPES ABOVE PERMANENT POOL EL.
6.1 SHELF BELOW PERMANENT POOL
- 3 FPLANTED WITH SUITABLE WETLAND SPECIES
OR VEGETATION.
� 10'
1" RUNOFF 3
'7 PERMANENT POOL EL 28.00
to
3 4• POND
�11
1 /2" ORFICE EL. 32.00
POND #1 SECTION
SUITABLE PLANT
NOT TO SCALE ARROW ARUM
C EXPRESS STGRMWATER PR_-APP COMMENTS 6/15/06
B ODKTY S'TORMWATER COMMENTS 5-9-06
A OWNER REYEW COMMENTS 4-3-06
BLUE FLAG IRIS
CANA LILY
PICKEREL WEED
WET DETENTION POND PLAN nm
CONTRACTOR TO INSTALL ON THE 6:1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24"
O.C. IN A CHECKERBOARD PATTERN.
SEAL
SEAL
till*{111U1tttttt
MFFMV1
&Cl�]MD
SE ,
= 0256J.,
44rjr�����t���y
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
4'X4' RISER
STRUCTURE W/
GRATE (4" OPENING:
TRASH RACK)
25 YR WS EL,
OVERFLOW EL. (TOP) 34.36
RM POOL EL. 32.00
POND BOTTOM EL. 28.00
POND #2 OVERFLOW STRUCTURE
NOT TO SCALE
GRADE FOND TO
ELEVATIONS SHOWN TOP RISER 34.36
ON THE PLANS I
NOTE:
POND WILL REQUIRE PUMP -DOWN
FOR MAINTENANCE EFFORTS.
.00 54 LF 54 LF
3
1�
TOP OF DAM EL - 36.00
54 LF
TOP OF DAM EL. 36.00
5'x 5' CONC. COLLARS
18" RCP 0 0.37 C76 - CL.III
INV 32.00 WITH LOCKING "0' RING JOINT
L
4'x 4' PRECAST BOX CUT OFF
1/2" SCH. 40 PVC OUTLET (SEE RISER SECTION) TRENCH
POND #2 OUTLET STRUCTURE SECTION
NOT TO SCALE
SOD ALL SLOPES ABOVE PERMANENT POOL EL
6:1 SHELF BELOW PERMANENT POOL
PLANTED WITH SUITABLE WETLAND SPECIES
3 OR VEGETATION.
\1 flo,- -
r =
3
71
POND #2 SECTION
INV. OUT = 31.50
T POOL EL. 32.00
F4'PND
NOT TO SCALE JUI IAbLL rLM IJ
ARROW ARUM
BLUE FLAG IRIS
CAN A LILY
PICKEREL WEED
WET DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 6:1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24"
O.C. IN A CHECKERBOARD PATTERN.
DESIGNERS PLAN CERTIFICATION:
"I HEREBY CERTIFY T-IAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH
THE LATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN
MANUAL."
SIGNATURE
PRINTED NAME AND TITLE
DATE ,
REGISTRATICN NUMBERSSEAL %�` '�•,��`
tss
PROPERTY OWNER CERTIFICATION:
"I (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURFEE ONNEER �I/�
PROPERTY AND THAT UPON RECEIPT OF "AUTHORIZATION- �� Y
CLEARING, GRADING, CONSTRUCTION OR DEVELOPEMENT, WILL' IN
ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE OR NANaI66'``AND
RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH CAROLINA AND THE
FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART OF
THIS PLAN. AS THE OWNER, I (WE) ACCEPT FULL RESPONSIBILITY FOR THE
CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES.
I (WE) WILL NOT ATTEMPT TO TRANSFER OF THIS RESPONSIBILITY WITHOUT THE
WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY."
SIGNATURE
PRINTED NAME AND nTLE A fv 4 rA CAA
DATE p (p
PROVIDENCE PARK PROPERTIES, LLC
P.O. BOX 1229
i Wilmington, NC 28402
PROVIDENCE PARK
NEW HANOVER COUNTY
NORTH CAROLINA
POND DETAILS
DATE:
JANUARY 2006
MCE PROD. #
04280-0001
DRAWN
ASA
DESIGNED
ASA/MAG
CHECKED
MAG
PROJ. MGR.
RMC
M&C FILE NUMBER
SCALE
CG-502
HORIZONTAL:
DRAWING NUMBER
NA
VERTICAL:
17
NA
STATUS: REVISION
ISSUED FOR PERMITTING C

PARMELE RdAD ORS MONO
X SI TE
�o
0
0
a
O
VICINITY MAP
NOT TO SCALE
PROVIDENCE PARK
NEW HANOV R COUNTY, NORTH CAROLING
SEPTEMBER 2006
PROVIDENCE PARK PROPE IES,LLC
P.O. BOX 1229
WILMINGTON, NORTH CAROLING
A BILTMARK BUILDERS PROJECT
v
v
SHEET INDEX
SHEET # FILE # DESCRIPTION
1 0-001 COVER
2 CN-501 STORMWATER POND #1
3 CN-502 STORMWATER POND #2
4 CG--502 POND DETAILS
MCfUN4&CP\EED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] ,Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
01
RECORD DRAWINGS
02/06/2009
T-TT D
I
LEVY:_
a
w
co
a
a.
Z
0
co
co
s
L
- 1 i - r--ll i .rt'.1 I.C.
� .St1 y 4l pw- .:nu-1 r.g . ,1 j Ir. :r�ti•.�,�. i.r .5 i f. •rtI� a' h.r�iP. �iu],�,r','�q. �fi!1'lf�.iTiI{T Mi
•tTr
i
tfg4;rfu;111 T'
t!:I' �
t'r� '

')T701 0
00.6610
). 79'
7Z
SEAL
C25503
4
v M EB4&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
SPILLWAY
y y -y-
-y-y-y-'y ry INV=26.1 0
OUTLET PROTECTION
SEE DETAIL
p
PROVIDENCE PARK PROPERTIES, LLC
P.O. BOX 1229
Wilmington, NC 28402
PROVIDENCE PARK
NEW HANOVER COUNTY
NORTH CAROLINA
STORMWATER POND #1
34-
RECORD DRAWINGS
02/06/2009
NOVEMBER 2008
[DATE:
MCE PROD,
# 04280—OD01
DRAWN
ASA
DESIGNED
cm
CHECKED
MAC
PROS. MGR.
Rmc
M&C FILE NUMBER
SCALE CN-501
HORIZONTAL: DRAWING NUMBER
1 "=30'
VERTICAL. 2
NA
STATUS: RECORD DRAWINGS REVISION

--- ----- --
I MAIM'
10' EMERGENCY V
ACCESS ENANCE
SPILLWAY
Z,
- __ ---
— — — — — — — — — — — — — —
7—
z Z A
37
/111)
I A ()0
INV=31,70 7
165 LF 18" RCP
SEAL
� k 0 2 5,53 033
SEAL)
q �
STORMWATER POND #2
POND BOTTOM EL.=30.00
PERMANENT POOL EL.=33.89
v1*&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] Fax: [phone]
AA0002667 EB0006691
OUTLET BARREL
tip V=31.90
PROVIDENCE PARK PROPERTIES, LLC
P.O. BOX 1229
Wilmington, NC 28402
PROVIDENCE PARK
NEW HANOVER COUNTY
NORTH CAROLINA
STORMWATER POND #2
MOW I, T;' %0...
INV=29.01
RECORD DRAWINGS
02/06/2009
DATE: NOVEMBER
2008
MCE PFZOJ. # 04280-0001
DRAWN
ASA
DESIGNED
CM
CHECKED
MAG
PROD. MGR,_
RMC
M&C FILE NUMBER
SCALE
CN-502
HOR17ONTAL: DRAWING NUMBER
I `= i C),
VERTICAL: 2
NA
STATUS: RECORD DRAWINGS REVISION
PEV.N01 DESCRIPTIONS DATE
%I- REVISIONS
www.rnckimcreed.com
7 %T

.�_ _. .. _ i_.... ,.__�.-..Y_�.�...�.,.._�.,s�.s__•__..r,i��_. x�,i r��_r �.e •::. �_c�. s_.s ri �_.1_..�-,•ir•__.,_.�..u�...��,�s ..v�..za'ir_�...s.-u�z.�r�-i''
POND 1 DETAILS
TOP EL FORE BAY EL = 27.50J
OVERFLOW STRUCTURE (SEE DETAIL
EL, 31.49
10'
31.50
10'
31 50
VEGETATIVE SHELF
25 YR. EL, = 31.49
VEG SHELF
1
6:1 SLOPE TYP.
6:1 SLOPE TYP.
29 26
AROUND POND
29.26
AROUND POND
1" RUNOFF STORAGE EL. = 393E
1" RUNOFF STORAGE EL. _ 2930
FOREBAY POOL EL NWS = 380E
PERMANENT POOL EL. (NORMAL WATER SURFACE i -
�1
1�
a
3 3
o
CREST OF LOW FLOW WEIR
BOTTOM EL. FORE BAY = 24.00 J
:r
POND BOTTOM EL.=
2610
, ` ` 22E-99
OF 42" RCP = 2&se
FOREBAY AND STORAGE POND #1 SECTION
NOT TO SCALE
32.48
3 3 33�6
CLASS B STONE SECTION
POND #1 EMERGENCY SPILLWAY
NOT TO SCALE
29.26
1" RUNOFF z`9--3&
27.98
3" ORIFICE EL. 28.90
L 8" BOTTOM DRAIN
WITH GATE VALVE
NOTE:
POND WILL REQUIRE PUMP -DOWN
FOR MAINTENANCE EFFORTS.
52
GRADE POND TO 52 LF 2 L 32,48
31.50 TOP OF MAM EL. 33 6$
ELEVATIONS SHOWN TOP RISER 31.49
32.45
11 An
ON THE PLANS v�;:jl IF-7
= 32.20)�.
3" SCH. 40 PVC OUTLET
7'X7' RISER
STRUCTURE W/
GRATE (4' OPENING:
TRASH RACK)
25 YR WS EL 31.50
OVERFLOW EL {TOP)
OPENING TO BE ON
2 SIDES OF BOX
s --�-I STRUCTURE
27.98
PERM POOL EL. 28.90
V STRUCTURE BOTTOM 24.41
POND BOTTOM 24.00�
POND #1 OVERFLOW STRUCTURE
NOT TO SCALE
RECORD DRAWINGS
02/06/2009
11
30" RCP @ 3% C76 - CL.III
WITH LOCKING "0" RING JOINT
INV 26-90
26.85
7'x 7' PRECAST BOX
(SEE RISER SECTION)__.
�- x 8' CONC COLLARS
f--- N BOX
30" RCP ® 3.78% C76 - CL.III
INV = 26.56 / WITH LOCKING "0" RING JOINT
25.38
CUT OFF INV. OUT = 25.94
TRENCH
POND #1 OUTLET STRUCTURE SECTION
NOT TO SCALE
SEED ALL SLOPES ABOVE PERMANENT POOL EL.
6:1 SHELF BELOW PERMANENT POOL
PLANTED WITH SUITABLE WETLAND SPECIES
_ 3 OR VEGETATION.
i ! ---
10'
_ - 27.98
' p PERMANENT POOL EL 28.99
to
T 3
�1
4' POND
hl
POND #1 SECTION - '-
NSUITABLE PLANTS
NOT TO SCALE
ARROW ARUM
BLUE FLAG IRIS
CANA LILY
PICKEREL WEED
T DETENIIQN
CONTRACTOR TO INSTALL ON THE 6:1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER, INSTALL PLANTS 24"
O.C. IN A CHECKERBOARD PATTERN.
SEAL
S
L
025 5L 3
K q
v
v &CITED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
AA0002667 EBOD06691
www.mckimcreed.com J
3/4" 33.89
- /VL ORFICE EL. 33-91
PON
POND #2 OVERFLOW ST
NOT TO SCALE
TOP EL. FORE BAY EL = 33.5
OVERFLOW STRUCTURE (SEE DETAIL)' -TOP OF DAM EL. = 37,OO
10'
EL. 34-36
34.25 10,
34,25
VEGETATIVE SHELF
25 YR. EL = 343E
VEG SHELF
1
6:1 SLOPE TYP.
6:1 SLOPE TYP.
34.04
AROUND POND
34.04
AROUND POND
1" RUNOFF STORAGE EL. 34 06
1" RUNOFF STORAGE EL. = 34.06
FOREBAY POOL E.L. NWS - 331}��
PERMANENT POOL EL. (NORMAL WATER SURFACE
3
3
o
CREST OF LOw FLOW WEIR
1 0
1�
BOTTOM EL. FORE BAY = 30.00J
POND BOTTOM
r
EL.- 30.00J
INV OF -W RCP
8" 29.01
FOREBAY AND STORAGE POND #2 SECTION
NOT TO SCALE
37,00
3 3
�1 1F-,
CLASS B STONE SECTION
POND #2 EMERGENCY SPILLWAY
NOT TO SCALE
5'X5'
#!E4 RISER
STRUCTURE W/
GRATE (4" OPENING:
TRASH RACK)
25 YR WS EL. 33.25 SOD ALL SLOPES ABOVE PERMANENT POOL EL
OVERFLOW EL. (TOP) 34.3&
OPENING TO BE ON 1
34.04 3' SIDE OF BOX
1" RUNOFF 3406 T STRUCTURE
f
ri
33.89
]U PERM POOL EL. 33�3#
D BOTTOM EL. 30.00,
RUCTURE
DESIGNERS PLAN CERTIFICATION:
"I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH
THE LATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN
MANUAL."
SIGNATURE ----------
PRINTED
NAME AND TITLE __-_-_.....---_____
DATE ......--_----
REGISTRATION NUMBER ___--__,.,.. SEAL
PROPERTY OWNER CERTIFICATION:
"1 (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF THE
PROPERTY AND THAT UPON RECEIPT OF "AUTHORIZATION-TO-CONSTUCT" ANY
CLEARING, GRADING, CONSTRUCTION OR DEVELOPEMENT, WILL BE PERFORMED IN
ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND
RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH CAROLINA AND THE
FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART OF
THIS PLAN. AS THE OWNER, I (WE) ACCEPT FULL RESPONSIBILITY FOR THE
CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES.
I (WE) WILL NOT ATTEMPT TO TRANSFER OF THIS RESPONSIBILITY WITHOUT THE
WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY."
SIGNATURE
PRINTED NAME: AND TITLE-AOL_��
DATE40
-
GRADE POND TO 34.25
ELEVATIONS SHOWN TOP RISER 34.36
ON THE PLANS i
N
-17 � SCH. 40 PVC OUTLET
54 LF
j3
1 I 4
NOTE:
POND WILL REQUIRE PUMP -DOWN
FOR MAINTENANCE EFFORTS.
�4 LF
TOP OF DAM EL. 37.0C f
5'x 5' CbNC. COLLARS
31.90 18" RCP 0 0.3% C76 - CLAI
INV 32_00 MTH LOCKING "0" RING JOINT
In
5' x5'
-x4' RECAST BOX �� CUT OFF
(SEE RISER SECTION) TRENCH
POND #2 OUTLET STRUCTURE SECTION
NOT TO SCALE
PROVIDENCE PARK PROPERTIES, LLC
P.O. BOX 1229
Wilmington, NC 28402
PROVIDENCE PARK
NEW HANOVER COUNTY
NORTH CAROLINA
POND DETAILS
31.70
INV. OUT = 31.56
6:1 SHELF BELOW PERMANENT POOL
PLANTED WITH SUITABLE WETLAND SPECIES
3 OR VEGETATION.
33.89
- p PERMANENT POOL EL.33.91
t�
I �
... 3 4' POND
POND #2 SECTION
NOT TO SCALE SUITABLE- P ANT
ARROW ARUM
BLUE FLAG IRIS
CANA LILY
PICKEREL WEED
WET p�TENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE fi:1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24"
O.C. IN A CHECKERBOARD PATTERN.
DATE:
NOVEMBER 2005
MCE PROJ.
# 04280-0001
DRAWN
ASA
DESIGNED
ASA/MAG
CHECKED
MAG
PROD. MGR.
RMC
M&C FILE NUMBER
SCALE CG-502
HORIZONTAL: DRAWING NUMBER
NA
VERTICAL: 4
NA
STATUS: RECORD DRAWINGS REVISION
s
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