SW8060225_APPROVED PLANS_20060601

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

_:._.Lr.'{i'l ILY—!b--Ri11IN111it.-.4in5. 4:1=':_ii:.ili9�.'
OCEAN VIEW UNITE[) METHODIST CHURCH
OAK ISLAND
BRUNSW..ICK COUTY, NORTH CAROL,,NA
RUARY 2006
SHEETANDEX
1 G--OU! COVER SHEET
2 G-002' EXISTING CONDITIONS
r [—Py1 E r-I TI 9P4 R .n r.l
5 CG"-101: STORMWATER, GRADING & EROSION CONTROL
6 CU-50 GENERAL NOTES & DETAILS
7 CU-50 ' GENERAL NOTES & DETAILS
VICINITY MAP
APPROVED
NORTH CAROLINA ENVIRONMENTAL
��' MANAGEMENT COMMISSION
►S
. DIVISION OF WATER QUA=
N/fCM & REED
C SEAL
243 North Front Street =.,-,ra,��'�
Wilmington, North Carolina 28401 D k
llfl1111111,
Phone: [phone]., Fax: [phone]
AA0002667 EB0006691
www.mckimcreed-.com
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24.5 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] Fox: [phone]
AA0002667 EB0006691
WWW.mckimcreed. com
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NNC C. PG. 831
D.B.D535,
_ TIE LINE
S 03°39'20" W 155.91
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20' 0 2 o' 40'
SCALE: 1"=20' (Horiz.)
Ocean View United Methodist Church
8400 E. Oak Island Drive
Oak Island NC 28465
SANCTUARY EXPANSION
N. EXISTING CONDITIONS
BRUNSWICK COUNTY, NORTH CAROLINA
I, MARTIN R. STOUGHTON. PLS L-3727,
CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION FROM INFORMATION
SHOWN IN DEED BOOKS AND (OR) MAPS
REFERENCED ON THIS PLAT; THAT LINES NOT
ACTUALLY SURVEYED APPEAR AS BROKEN LINES
AND WERE PLOTTED FROM INFORMATION AS NOTED
ON THE PLAT; THAT THE RATIO OF PRECISION AS
CALCULATED BY LATITUDES AND DEPARTURES WAS
GREATER THAN 1:10,000; THAT THE AREA IS
COMPUTED BY COORDINATE METHOD; THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY ORIGIP'AL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS THE _._.._,_.--DAY OF-----_—_
A.D---------
MARTIN R. STOUGHTON L-3727
PROFESSIONAL LAND SURVEYOR
THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS
OF LAND AND DOES NOT CREATE A NEW STREET OR
CHANGE AN EXISTING STREET.
MARTIN R. STOUGHTON L-3727
PROFESSIONAL LAND SURVEYOR
STATE OF NORTH CAROL#NA
COUNTY OF
REVIEW OFFICER OF
COUNTY, CERTIFY TO THE BEST OF MY
KNOWLEDGE AND BELIEF THE MAP/PLAT TO WHICH
THIS CERTIFICATION IS AFFIXED MEETS THE
STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
DATE: ------
DATE:
JAN 06
MCE PROD.
40980001
DRAWN
WM
DESIGNED
RAM
CHECKED
PROJ, MGR.
RAM
SCALE M&c FILE NUMBER
G- 002
HORIZONTAL: DRAWING NUMBER
1 "= 20'
VERTICAL: 2
NA
TUS: Preliminary Design RE"�a�
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TOP 17.52
INV 12.67 (�)
KEZIAH DRIVE 60' R/W
N 03'42'31" E 324.82
15.5
/ T^ CL�ANOUT - —
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-` _ I— '- — — — — 225 LF 12" DIAM HDPE7TYP7— .� � --- �
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.18.Q10. - — — — — — .....—r..---- --- �...------_.
RIM 18.0 —t9'TRENCH;
INV 12" HDPE 15.25 WIDE, 2'
DEEP (TYP.)
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70
S 03'42' 37" W 325.14
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TROTT DRIVE 60' R/W
v '
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243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
TIE LINE
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Ocean View U r i ted Methodist Church
8400 E. Oak Island Drive
Oak Island NC 28465
SANCTUARY EXPANSION
STORMWATER, GRADING &
EROSION CONTROL
NOTES:
1. ALL ROOF DRAINS FROM THE BUILDING
EXPANSION SHALL BE CONNECTED TO THE
CPP HEADER PIPE.
2. NO WETLANDS EXIST )N SITE PER
MARGARET GRAY, RLA CERTIFIED WETLANDS
ECOLOGIST.
DATE:
JAN 06
MCE PROJ.
40980001
DRAWN
WTS
DESIGNED
RASA
CHECKED
PROJ. IVIGR.
RAM
SCALE
HORIZONTAL:
1 "- 20'
VERTICAL:
NA
ATUS: Preliminary Design
MkC I LE NUMBER
CG-"` 101
DRAW IG NUMBER
5
R - ON
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IN
­41
INFILTRATION PIPE
MANHOLE LID
DEWEY BROS.
H2O LOADING
REQUIRED
FOOTING (TYP.)
MANHOLE LID
DEWEY BROS. IL
H2O LOADING
REQUIRED
OUTFLOW PIPE 12" —
TO INFILTRATION SYSTEM
FOOTING
6" DIP BYPASS PIPE
f
F
1 0
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e WE
If
-CONTINUOUS CONCRETE COPING
/-6" DIP BYPASS PIPE
Z/ EL. 16.75
�zl
X
X/
7-Y T -r it c%, E
#4 BARS 0 12" O.C. EACH WA
SECTION
NOTE: WHERE JUNCTION BOX IS SPECIFIED
FRAME AND GRATE SHALL BE REPLACED BY
4" THK. 48" x 48" FLAT 3,000 PSI CONC.
TOP w/#4 REBARB 0 12" O.C. BOTH WAYS.
CATCH BASIN AND JUNCTION .BOX
NOT TO SCALE
Drop inlet
CONSTRUCTION SPECIFICATIONS
1 LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL
DRAINAGE, THE FOUNDATION SHOULD BE EXCAVATED
AT LEAST 2 INCH BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2x4 WOOD STUDS THROUGH
BLOCK OPENINGS.
INLET PROTECTION
NOT TO SCALE
3"
NNNNIIIHIN.IIIIIIININN,
it r.uurrrrruuuu■
OVERFLOW STRUCTURE
MANHOLE LID ELEV. = 18.00
GROUT
TOP OF TRENCH ELEV=16.75/
01 0
0 0 O
0 E�p
00 80cp
n 0 0 0 0
0 "1
TOP OF CLEANOUT TO BE FLUSH
WITH PAVEMENT
MANHOLE LID ELEVATION WILL VARY
*`—
P,) c) o o o-cr 8 Oa
00 0800 Q& 0 0
0 0 (;0 0 %0 0
7,77-7
E12" ADS N-12 HDPE CORRUGATED
PERFORATED PIPE, OR ENGINEER
APPROVED EQUIVALENT. INSTALL WITH
MANHOLE JUNCTION BOX FILTER FABRIC. MANHOLE JUNCTION BOX
#57 WASHED STONE
1' SUMP BELOW INVERTS OF PIPE
1' SUMP BELOW INVERTS OF PIPE
C) C'(% 0 IV WITH
OVERFLOW STRUCTURE
TEE JOINT WITH RISER
AT END OF SYSTEM
TYPICAL INFILTRATION SYSTEM SECTION
NOT TO SCALE
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2—INCH OPENING OVER ALL
BLOCK OPENING TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL,3/4—TO 1/2—INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
STOKE IS RECOMMENDED
A REVISED PER DWQ REMEW COMMENTS 1 5/25/06
SEE SANITARY SEWER
CLEAN OUT ASSEMBLY
FPVC OR CAST
IRON CAP (NTH
FERNCO COUPLING
OR APPROVED EQUAL)
4" PVC SEWER
ASTM D-3034
SDR 26 4"-45* ELBOW
A S
AS
R P TM VC 26
5E D - 3
W 03
E
4
SEWER
4�'-45* ELBOW
13 MIN.
SLOPE
1/8*-l" MIN. SLOPE
EXISTING
S W
GeE I EXTEND 3' TO 4'
EXISTING SEWER
t4'-4 I- BEYOND WYE
t4*'-45* WYE
FERNCO COULPLING OR APPROVED EQUAL
(REQUIRED IF CHANGE IN LATERAL MATERIAL)
ELEVATION
NOTE:
1. LATERAL PIPE SHALL BE PVC, SDR 26. UNLESS DUE TO SPECIAL
CIRCUMSTANCES THE LOCALITY REQUIRES THE PIPE TO BE DUCTILE IRON.
SAblITMY SEWER SEE ICE
NOT TO SCALE
SAWCUT EXISTING PAVEMENT
EXISTING ASPHALT PAVEMENT
7
00
CAP OR
PLUG
2" ASPHALT
TYPE 01-2" N.C.D.O.T
8- COMPACTED STONE (ABC)
EXISTING CONCRETE PAVEMENT
wo go I Is, too 9 6,0-02 0.
0
N.
ON,
SEAL
CAR
11%
1:.
% I
S256 E5
0AO� 15 3
PAVEMENT REPAIR DETAIL
NOT TO SCALE
4 v
N/FM &CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
EL. 16-75
12" ADS N-12 HDPE CORRUGATED---.
PERFORATED PIPE, OR ENGINEER
APPROVED EQUIVALENT. INSTALL WITH
FILTER FABRIC. CN
EL. 14.75
z
EL. 12.75 SEASONAL
HIGH WATER TABLE
MIRAFI 140N OR APPROVED
12" MIN. COVER HE
EQUTIVALET; NOVERLAP AT
TOP 12"
7-7 X-'\- \-N
7, 77, X
� x X X� x
z
9, TyP.
#57 WASHED STONE
`BOTTOM OF TRENCH SHALL
BE LINED WITH 4" OF CLEAN SAND
NOTE:
SEE PLAN FOR LOCATION AND
LENGTHS OF INFILTRATION PIPE.
TYPICALINFILTRATION SYSTEM DUAL
NOT TO SCALE
15" DRAIN BASIN
DUCTILE IRON SOLID LID
CAST IRON FRAME
INLET AND OUTLET
ADAPTERS AVAILABLE
4" THRU15"
VARIOUS TYPES OF OUTLETS
WITH WATERTIGHT ADAPTERS
FOR:
ADS N-12
SDR-35 SEWER
SCHEDULE 40 DWV
CORRUGATED PVC
RIBBED PVC
15,
VARIABLE
t
INVERI HEIGHT
=I
*(2) MAXIMUM V—
RECOMMENDED
OVERALL HEIGHT 10' (D
VERTICAL ANGLE INLET VALVE
WITH PADLOCK FITTING
VARIES AS DIRECTED BY ENGINEER (10' MAX.)._ . ._
1TOP STRAND MIN. #10 GUAGE STAY WIRES MIN, #12-1/2 GUACF
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tr
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N"
>
BOTTOM STRAND MIN. #10 GUAGE
STEEL O;' WOOD FUG r-
I IL1LR
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN 0
WIDTH AND SHALL HAVE A MINIMUM OF 6 -1
LINE WIRES W/12" STAY SPACING LINIF GROUND
ti
FiLL SI.
�
1F
2. FILTER FABRIC SHALL BL A MINIMUM OF
36" IN WIDTH AND SHALL BE F AS FENED
ADEQUATELY TO THE WIRE AS DIRECTED
I
BY THE ENGINEER
N
3. STEEL POSS SHALL BE 5' 0" IN HEIGHT
____j
AND BE OF SELF FASTENER ANGLE
STEEL TYPE 0 :
CD
an
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
IN HEIGHT AND 3" OR MORE IN DIAMETER
WIRE FABRIC SHALL BE FASTENED TO WOODEN 0
POST WITH NOT LESS THAN #9 WIRE STAPLES 3:
1-1/2" LONG
. . . . . .
...
1 ANC114OR
f 11 ILI? i Ahdr, ,v IP1
A, DIN[
II !j [I i I III
GUIDEUNES FOR TEMPORARY SILT FENCE
NOT TO SCALE
VARIABLE OVERALL
HEIGHT *(2)
YARD INLET DETAIL
NOT TO SCALE
ANGLE METER CHECK VAL\
MUELLER
CORPORATION STC-1
FORD
HAYS
MUELLER
SADDLE FOR PVC PIPE
MUELLER
OCKWELL OR
FORD
METER BOX
2"
METER
LMUELLER No. H-14222
COMB, TAIL PIECE
METER COPPERSETTER
FORD OR
MUELLER
MUELLER
END CONNECT
WATER METER
NOT TO SCALE
Ocean View United Methodist Church
8400 E. Oak Island Drive
Oak Island NC 28465
1
SANCTUARY EXPANSION
DETAILS,
'(I) ADAPTERS CAN BE
MOUNTED ON ANY ANGLE
0i1 TO 35911 , TO DETERMINE
MINIMUM ANGLE BETWEEN
ADAPTERS SEE DRAWING
NO. 7001-110-012.
DATE:
JAN 06
MCE PROD.
4098-0001
DRAWN
WTS
DESIGNED
—
RAM
CHECKED
PROJ. MGR.
RAM
LF
r m&c VlL: !WIMFIER
CU-501
DRAWNC NUM37
H 0 R! 'ON
AS SHOWN
T:CtL
NA
'STATUS: Preliminary Design
A
Jt

GENERAL NOTES:
1. ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY
SECTIONS 1016 AND 1018 OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS AND
STRUCTURES.
2. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED
IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF THE PIPES
PRIOR TO CONSTRUCTION, IF DAMAGE OCCURS TO THESE PIPES DURING
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR
REPLACEMENT OF THE PIPE(S).
3, EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING
UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL MATERIAL AND SHALL BE
DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S EXPENSE. THE
CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND FEES FOR DISPOSAL.
4. ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
5. ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED
REGARDLESS OF DEPTH. BURIAL OF ORGANIC MATERIAL WITHIN THE PROJECT
LIMITS IS NOT PERMITTED. OPEN BURNING OF DOWNED TREES AND STUMPS IS
NOT PERMITTED. CHIPPED MATERIALS MUST BE REMOVED PRIOR TO THE
PLACEMENT OF EMBANKMENT OR TOPSOIL.
6. THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF -SITE SPOIL AREAS
FOR DISPOSAL OF EXCESS AND/OR UNSUITABLE MATERIALS AS NECESSARY.
OFF -SITE SPOIL AREAS MUST BE SUBMITTED TO THE ENGINEER AND APPLICABLE
REGULATORY AGENCIES PRIOR TO UTILIZATION BY THE CONTRACTOR. NO AREAS
DESIGNATED AS WETLANDS WILL BE PERMITTED FOR USE AS A DISPOSAL SITE. THE
CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE ENGINEER THAT NO
WETLANDS WILL BE IMPACTED. THE ENGINEER WILL NOT CONSIDER ANY DELAYS OR
MONETARY CLAIMS OF ANY NATURE RESULTING FROM THE CONTRACTOR'S FAILURE
OR DIFFICULTY IN FINDING NECESSARY DISPOSAL SITES TO MEET THE TIME FRAMES
AND CAPACITIES REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
PLANS, PERMITS, EROSION AND SEDIMENT CONTROL MEASURES, ETC. REQUIRED BY
THE APPROPRIATE REGULATORY AGENCIES FOR UTILIZING OFF -SITE SPOIL AREAS.
THE CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT ALL REQUIRED PERMITS
HAVE BEEN OBTAINED PRIOR TO UTILIZING THE OFF --SITE SPOIL AREAS. ALL COSTS
FOR PROCURING AND UTILIZING THE OFF -SITE SPOIL AREAS ARE TO BE
INCIDENTAL TO THE BASE BID.
7. APPROVED COVERS TO PREVENT MATERIAL FROM LEAVING THE TRUCKS MUST
BE INSTALLED OVER ALL LOADED TRUCKS HAULING BORROW, EXCAVATED MATERIAL
AND/OR FINE AGGREGATES TO OR FROM THE PROJECT SITES OVER STATE
MAINTAINED ROADS. ANY MATERIALS DELIVERED, TRANSPORTED, OR REMOVED IN
UNCOVERED TRUCKS WILL BE INCORPORATED INTO THE PROJECT OR REMOVED
FROM THE SITE WITH NO ADDITIONAL PAYMENT TO THE CONTRACTOR FOR
FURNISHING, REMOVING, OR PLACING THE MATERIALS INVOLVED.
8. FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6 FEET
FROM BACK OF CURB AND SHALL HAVE A CLEAR SPACE OF 3 FEET
FROM ANY PERMANENT STRUCTURE.
9. REFER TO TOWN OF OAK ISLAND WATER AND SEWER EXTENSION POLICY.
10, DO NOT PLANT TREES OVER WATER MAINS, SEWER MAINS OR WITHIN
THEIR EASEMENTS.
11. DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN
AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE
OF ANY AND ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE
WORK AND KEEP ALL EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND
GRADING IS COMPLETED. NO WATER SHALL BE ALLOWED TO RISE AROUND THE
PIPE IN UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER
MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 24 HOURS). ALL
WATER PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A
MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT PROPERTY OR
OTHER CONSTRUCTION.
12. DRIVEWAYS ARE NOT TO BE LOCATED OVER WATER METERS, METERS WILL NOT
BE SET IF WATER METER BOXES, SEWER CLEAN -OUTS, VALVE BOXES OR OTHER
APPURTENANCES ARE DAMAGED OR IMPROPERLY POSITIONED.
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 THE TOWN OF OAK ISLAND 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.
SEAL,
SEAk.
SCAR
SEAL
025MM
A.
418
4wNROM&CUED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
EROSION CONTROL NOTES
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION
OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
LIMITS OF CONSTRUCTION = 10,454 SQ.FT (.24ACRES)
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN
IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT
TO A FINE.
3. A GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 15 WORKING
DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER), FOLLOWING COMPLETION
OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR ALL
DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER
IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
4, ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED
BY A REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT.
5. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
6. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UP ON 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
NECf SSARY, ALL DAMAGED EROSION CONTROL MEASURES.
EROSION CONTROL MAINTENANCE PLAN
1. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED
EVERY SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT
EXCEEDS ONE-HALF (0.5) INCH.
2. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED
DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL
CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING
CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED
ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT 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. STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT
ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS TRACKED ON TO THE
PA','`MENT. STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES
OF #4 STONE TO MAINTAIN 6 INCH DEPTH. THE CONTRACTOR SHALL
DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
6. PONDS WILL ACT AS BASINS DURING CONSTRUCTION. REMOVE SEDIMENT
FRCM POND WHEN FOREBAY IS HALF FULL OF SEDIMENT. PONDS SHALL
BE FREE OF SEDIMENT AT CONSTRUCTION COMPLETION.
GRADING NOTES
1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING
CLEARING AND GRADING OPERATIONS,
2. C-EAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT
VEGETATION BEYOND GRADING LIMITS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND
S'iOCKPILE.
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY,
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED
WITH NO GREATER THAN 3:1 SLOPES.
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF
STANDING WATER OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED
GRADE.
& OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN
RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE
IN THE DIRECTIONS INDICATED ON THE PLAN.
PERMANENT SEEDING
AMOUNT/
TIME OF
GRASS TYPE
1000 S.F.
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
(KENPICKY 31
FEB. THRU OCT.
SERICEA
LESPEDEZA SLOPES
1-2 LBS.
MARCH THRU APRIL
25 LBS. 10-10-10
TEMPORARY SEEDING
GRA53 TYPE
AMOUNT
1000 S..
11ME OF
SEEDING
INITIAL
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
BROW`+1TOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
OCEAN CITY UNITED METHODIST CHURCH
8400 E. OAK ISLAND DRIVE
OAK ISLAND, NC 28465
DETAILS
DATE:
JAN 06
MCE PROD_
4026 0001
DRAWN
WTS
DESIGNED
RAM
CHECKED
PROJ. MGR.
RAM
SCALE M&C ALE NUMBER '
CU-502
HORIZONTAL: DRAWNC NUMB
AS SHOWN
VERTICAL: 7
NA
STATUS: Preliminary Design R"510"
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