SW8051048_APPROVED PLANS_20060509

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW TivJ !U`t �J
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

CONSTRUCTION PLANS FOR
WATERWAY PARK
PROPOSED BOAT RAMP AND RECREATION PARK
SITUATED -AT
y 404 EAST YACHT DRIVE OAK ISLAND, N(DFFFH C^FIC)LAM,/k
f -
PROJECT SITE
1
NOTES
1. ALL ROADS SMALL BE PUBLIC AND BUILT TO NCDDT STANDARDS.
2. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT OF WAY.
3. ALL MATERIALS UTILIZED IN THE CONSTRUCTION OF THE ROADWAYS AND
UTILITIES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE NCDOT APPROVED
MATERIALS.
4. CONTRACTOR IS TO PROVIDE ALL NECESSARY TRAFFIC AND SAFETY
CONTROL DEVICES IN WORK AREAS.
5. FIELD VERIFY EXISTING UTILITIES FOR CONFLICTS PRIOR TO CONSTRUCTION.
NOTIFY ENGINEER AT 910-619-9990 BEFORE PROCEEDING WITH CONSTRUCTION.
6. CONTRACTOR 1S TO NOTIFY THE FOLLOWING COMPANIES FOR LOCATION
SERVICES:
ULOCO .......... ..... 1-800-632-4949. 48 HOURS IN ADVANCE
BELL SOUTH ........ 1-800-620-6900
BEFORE YOU DIG
STOP
CALL 1900 632.4949
N.C. ONE -CALL CENTER
MS THE LAW
1 .
PROPERTY OWNER/DEVELOPER
Town of Oak Island
4601 E. Oak Island Drive
Oak Island, North Carolina 28465
1-910-331-8755
PREPARED BY
JBS Consulting, PA
7332 Cotesworth Drive
Wilmington, NC 28405
1-910.619-9990
OAK ISLAND BRIDGE
RECEIVED
JAN 2 0 2008
DW@ z �'
PROD #
c i
SHEET INDEX
C1 - SITE LAYOUT
C2 - GRADING, DRAIANGE AND EROSION CONTROL
C3 - CIVIL DETAILS f
S1 - PROPOSED BULKHEAD, BOAT RAMP AND DAY DOCK
S2 - RAMP & DOCK, SECTIONS -DETAIL & NOTES
S3 - BULKHEAD - ELEVATIONS, SECTIONS & DETAILS
S4 - PEIR, GANGWAY & DOCK SECTIONS
APPROVED
�W�
tom cmoum
MAMMMOa COM �Y
omWH oFw 4
f

CAMA NOTES
MEAN HIGH WFATER LINE AND COASTAL VEGETATION LINE DELINIATED
IN FIELD BY MR. GALE STENBURG AUGUST 15 OR 16, 2005
ADDITIONAL DFLNEA;TION WAS ' PERFORMED BY SPANGLER ENVIRONMENTAL
ON 1-15-05. LINE WERE DELINATED ON 1-21-05 BY STENBURG.
135 SQ FT OF -COASTAL WETLAND IMPACTED
183 cy RIP RAP FORWARD OF BULKHEAD
628 SF BETWEEN --BULKHEAD AND HWL
628 SF X 6' (AVG_tfJLL) = 140 YD3 OF FILL. IN HWL AREA
INTERCOASTAL WATERWAY
EXIST. WOOD DOCK
TO REMAIN
RAMP AND FLOATING DOCK
SEE "S" DRAWINGS FOR DETAIL
EXIST. WOOD DOCK
TO BE REMOVED
PART OF EXIST. WOOD BULK HEAD
TO BE REMOVED
SEE "S" DRAWINGS FOR DETAIL
CONC. BOAT RAMP
T' Y MEAN HIGH WATER PROPOSED WETLAND DISTURBANCE
EXIST. WOOD BULK HEAD 60 SF TOTAL �
;. TO REMAIN
R. BULK HEAD '
�Y I 364 SF `. EXIST. WOOD BULK HEAD
woo 65 F t' ' 4. ' < TO BE REMOVED
.
1 SF ` '
FUTURE GAZEBO 13 SF
20 SF
` ` I
{ '• • .. r
``�.l�t •' COASTAL SHORE E 30' SETBACK ..r; :` < r
N.
,. Cr0 �R <,� ". O
PROPOSED WETL D DISTURBANCE (� S?'' ' ` ` `? 6A
�- 75 SF TOTAL I
0 O. ' BULK HEAD
RIP RAP (35 cy TYR) O
' 75 S ... ::. ::: M1 -. : �. I WOOD GUARD RAIL
REPARIAN LAND OWNERS
rARY R H01 RROOKS ✓� I i :.. -. :. , .. �- 1 F i
rj
"4
F•
4
''
COASTAL VEGETATION LINE
•<
'1' '
4
c
Y,
MEAN HIGH WATER
r' ;
---COASTAL SHORELINE 30' SETBACK
,
Y cw4:
�
75. g' 156.4
E E 636
E_ _ _ _ E_OHE @ME V1 IL..�,.. _ � E OHE ©QH 0HE
�oCI -0. ... ... Aso; . }
1.
_�
L-001 -001-_001 --001 -_001 - 001--ool ­307 - 001 Sol --301-001 `-001-301--o01 ___009 -301 --ool - 001- 001 - 7001 - 301 - 301---ool - 001 - 001 - 301 01 -001
\ W
crk.
I
•
1 c
-ao
CC
1
u1
o
co
�I
,_ fs
EAST YACHT DRIVE 601 R.O.W.
! I I
20' 0 20' 40'
SCALE: 1 "=20' (Horiz.)
IF PLOTTED AT 24" X 36" SHEET
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
IF PLOTTED AT 11" X 17' SHEET
OHE OHE
PROJECT PHASING
THIS PROJECT IS DIVIDED IN TO TWO PHASES TO FACILTATE TIME AND THE
PERMITTING PROCESS.
PHASE 1 CONSISTS OF THE BULKHEADING AND UPLAND DEVELOPMENT OF THE
PROJECT.
PHASE 2 CONSISTS OF THE RAMP, FLOATING DOCK AND BOAT RAMP AND
ASSOCIATED DREDGING,
NOTES:
1. COORDINATES ARE MEASURED IN FEET AND
REFERENCED TO NC STATE PLANES, NAD 27.
2. HWL = +4.25 MLW = +2.19 NGVD 1929
LWL = 0.00 MLW = -2.06 NGVD 1929
3. ELEVATIONS SHOWN ON ALL SHEETS IS LWL
GENERAL NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH
EXISTING CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. EXISTING SURVEYING PERFORMED BY GEOINNOVATICK AND SUPPLIED BY THE
OWNER.
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORBINATE_I NECTK)Nfi
AND/OR THE RELOCATION OF ALL EXISTING UTIUTIES WITH APPROPRIATE
PERSONNEL,
4. ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE STATE
MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, BUILDING CODE,
ENERGY CONSERVATION, HANDICAP ACCESSIBILITY, NATIONAL ELECTRICAL CODES
AND NATIONAL FIRE PROTECTION ASSOCIATED CODES AND AS ADOPTED
BY THE AUTHORITIES HAVING JURISDICTION.
5. OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA) STANDARDS
FOR EXCAVATIONS. FINAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO
ALL EXCAVATIONS EXCEEDING 5 FEET IN DEPTH.
6. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED
PROVIDED PRIOR APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WRITING
PRIOR TO ORDERING OR INSTALLATION. THE CONSTRUCTION SHALL WAIVE ANY
CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE
EQUIPMENT.
7. CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL" AT
800-632-4949 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR
EXCAVATION TO HAVE UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY
LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENTLY.
8. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY
PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST
WILL BE PAID FOR BY THE CONTRACTOR.
PAVING NOTES
1. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT
STANDARDS INCLUDING WORKMANSFW. MATERIALS AND EQUIPMENT.
APPROPRIATE BARRICADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL
DEVICES SHALL BE PROVIDED III ACCORDANCE WITH NCDOT TO MAINTAIN
SAFETY AND TWO WAY TRAFFIC.
2. ALL GRAVELED AREAS SHALL BE CONTRUCTED IN ACCORDANCE WITH
DETAIL SHOWN ON SHEET C3. CONTRACTOR TO COORDINATED TESTING WITH OWNER.
3. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED.
SITE DATA
ADDRESS: 1404 EAST YAC-IT DRIVE OAK ISLAND, NC 28465 "L�y' � r NOTES
AREA = 1.38 ACRES = 60,113 SO FT
CURRENT ZONING = R-6A 1. UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM THE BEST
PROPERTY IDENTIFICATION: 235HAO40, 235HAO41, 235HAO42 AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR
LOT/BLOCK/SECTION-LOTS 1,2,3,4, BLOCK 167, SECTION 11TH COMPLETE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT
LOCATIONS OF EXISTING UTILITIES AND IS RESPONSIBLE FOR ANY DAMAGE TO
PRINCIPAL USAGE = RECREATIONAL ANY UTILITIES, EITHER PUBLIC OR PRIVATE, SHOWN HEREON OR NOT SHOWN
BUILDING SET BACK REQUIREMENTS HEREON. ANY REPAIRS SHALL BE DONE TO THE SATISFACTION OF THE
FRONT YARD = 25' APPROPRIATE UTILITY COMPANY.
REAR YARD = N/A
SIDE YARD = 8' 2. THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP
LOCATIONS WITH THE UTILITY OWNERS. ALL FEES SHALL BE THE
SPACES PROVIDED: 7-10'x40' SPACES RESPONSIBILITY OF DEVELOPER.
3-10'x50' SPACES
5-10'x55' SPACES
9-10'08' SPACES
2-8.5'08' HANDICAPED SPACES
COVERAGE
CONC. BOAT RAMP ............ 3,273 SF EXEMPT FROM DWQ
GRAVEL PARKING ................. 30,517 SF
FUTURE IMPERVIOUS (GAZEBO) 186 SF
TOTAL ............................ 30,703 SF = 51.9 FOR DWQ
LEGEND
LOW GROWING SHRUBS
GRAVEL PAVEMENT
CONC. PAVEMENT
TRAFFIC ARROW
SWALE
RIP -RAP OUTLET
N
PROTECTION
PROPOSED STORMDRAIN
PIPE
PROPOSED YARD LIGHT
LOCATION FROM BRUNSVWCK
COUNTY EMC
P5 I REVISED PER NCDENR DWQ COMMENTS ADDED DIMENSIONING TO SHEET C1 1 5/8/06
P4
REVISED PER NCDENR DWQ COMMENTS DATED 4/3/06 AND CAMA PHASEING ISSUES
4/6/06
P3
ADDED PHASE I AND PHASE 2 TO PROJECT
3/24/06
P2
REVISED PER NCDENR DWO COMMENTS DATED 12/20/06
1/17/06
P1
MOVED HC SPOTS, MODIFIED ALL PARKING TO 10' WIDE, ADDED FENCE
11/29/05
03
PARKING LOT LAYOUT MODIFICATIONS PER TOWN
10/1I/0!
02
BOAT RAMP REVISIONS
10/3/05
D1
PARKING LAYOUT AND HEADWALL REVISIONS
9/1/05
\,REv NU.I KtV151UN5 I DATE
3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE
ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES
IN THE FIELD PRIOR TO GROUND BREAKING.
4. THE MINIMUM SLOPE FOR SANITARY SEWER LINES SHALL BE AS FOLLOWS: 1)
k"/FT FOR 4" LINES AND 2) 1/8"/FT FOR 6" LINES. CLEAN OUTS SHALL BE
PLACED AT 75' INTERVALS.
5. SANITARY SEWER SERVICES SHALL BE PVC SCH 40 AND HAVE A FINAL
COVER DEPTH 4'-0" UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS.
6. SEPTIC TANK AND DRAINFIELD INSTALLATION IS TO BE COORDINATED AND IN
ACCORDANCE WITH THE REQUIREMENTS OF NEW HANOVER COUNTY HEALTH
DEPARTMENT.
7. WATER SERVICE SHALL BE TYPE "K" COPPER FROM THE MAIN THROUGH Tk_
METER, THEN CHANGE TO PVC SCH 40 TO THE BUILDING. TYPE "K" COPPER
TUBING SHALL HAVE SILVER SOLDER JOINTS. SOLDERS CONTAINING LEAD SHkAL1_
NOT BE USED FOR ANY PURPOSE ON THIS PROJECT. WHERE PIPING IS
REQUIRED TO RUN BELOW BUILDING SLAB, IT SHALL BE INSTALLED WITHOUT
JOINTS BELOW SLAB. ALL WATER LINES SHALL HAVE A FINAL COVER DEPT14 OF
3'-0' UNLESS SPECIFICALLY NOTED OTHERWISE.
8. ELEC., TELEPHONE AND CABLE TV SERVICE ROUTING IS NOT PART OF THIS
PLAN.
9. SITE UTILITY CONTRACTOR TO PROVIDE WATER, AND SANITARY SEWER, TO
WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN
CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS TO VERIFY LOCATIONS
AND INVERTS PRIOR TO BEGINNING PIPE INSTALLATION.
10. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW HANOVER
COUNTY PUBLIC UTILITIES REGULATIONS AND STANDARDS.
11. LATERAL SEPARATION OF SEWER AND WATER MAINS SHALL BE AT
LEAST 10 FEET. WATER MAINS CROSSING OVER A SEWER SHALL HAVE AT
LEAST 18' SEPARATION. WATER MAIN CROSSING UNDER A SEWER MAIN, BOTH
THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS
REMsIVEON EACH VALENT SI DE OF THE PO NT OF TO WATEINCROSSINDG..RDS FOR A
MAY 0 8 2006
DWQ
'PROJ #
31TE LAYOUT
FOR
WATERWAY PARK
EAST YAChT DRIVE, OAK 15LAAO NORTH CAROLINA
ENGINEER
JBS CONSULTING, PA
PLANNING ENGINEERING CONSTRUCTION MANAGEMENT
7332 COTESWORTH DRIVE
WILMINGTON, NC
1-91-0-619-9990
OWNER / [DEVELOPER
Town of Oak Island
4601 E. Oak- Island Drive
Oak Island, North Carolina 28465
77"O .
SCALE:
1 " - 20' HORZ.
DRAWN:
J.RONEY
CHECKED:
B.SE.DGVCK
PROUECT NO:
018-001
SHEET NO.
C/
in

EROSION CONTROL NOTES
MEAN HIGH WATER LINE AND COASTAL VEGETATION LINE DELINIATED INTERCOASTAL WTFARWAY
IN FIELD BY MR. GALE STENBURG AUGUST 15 OR 16,_2085- ._
ADDITIONAL DELINEATION WAS PERFORMED BY_SP'ANGLER ENVIRON- EhIT,AL` - -
_ON 4­1_5-05. LINE WERE DELI NAMED 9N-1=21-05 BY STENBURG.-
135 SO FT OF COASTAL WETLAND IMPACTED
183 cy RIP RAP FORWARD OF BULKHEAD RAMP AND FLOATING DOCK
SEE "S' DRAWINGS FOR DETAIL
628 SF BETWEEN BULKHEAD AND HWL y
628 SF X 6' (AVG FILL) = 140 YD3 OF FILL IN HWL AREA -
i"0
WAL -
< !r I I
RIP RAP (35 cy TYP) I
J'
l
SEDIMENT TRAP #
J o
I I,
I
1
POWER POLE TO BE RELOCA
BY THE CONTRACTOR -_%
ME TO EXIST. RCP 1
INV. 6.40
16LF - 12" RCP
nuE�
1 ,
I\ ,
COASTAL VEGETATION LINE
04.
*�
MEAN HIGH WATER- r -
EXIST, WOOD DOCK _COASTAL SHORELINE 30 (PACK �; _ ` Tw o SEE "S" DRAWINGS -POR DETAIL -
TO REMAIN
I
LEVEL SPREADER' SEE DETAIL TOP 1E`Lq 10.1
PROPOSED WETLAND DISTURBANCE - ` // ! .< : - ' • , CLASS A / I ;
EXIST. WOOD BULK HEAD MEAN HIGH_ WATER - 60 SF TOTAL _ TM` j �� �••'' i r OUTLET PROTECTION / f
TO REMAIN J f 9. 9.5 t BY PASS OVERFLOW STRUbTURE!/--
..�-' 1: TOP EL. 10.5 / /Yh ` I
INV. EL. 9.D6
BULK HEAD - r' ti j FLOW DIRECTION ` ' 4
Tw toot DIMENT AP 1 �� 9. g •< 4 ,
- %364 SF j 9.25 / , s , - p
I' / � � 1 6. / , : 1 � � 4 �. , ` � `a i � • E ` �- JTw
5' FUTURE GAZEBO / �i 1.3 SF ` �� ' ` �'•� r0
"rw 10.0 \ . \ - - - FLOW tiDIRECTION 1.0
_�VEGET ER
v
COASTAL -SHORE E 30' SETBACK S - T `'r
i
i PROPOSED WETL D DISTURBANCE' O 1 0 tt.0 �, t, , I�
t „•
75 Sr TOTAL // l 'i t / / I I - - - ­7
%
IhLftl PRO CTI
BY PASS jVERFLOW
/
ANLt P OTECTIONJ
STRUCTURE
TOP EL 5
•�
/
54LF - 1 ---
Tw
INV. EL .96 9 5 7b S
\
\_�'.�
CLASS "A"
OUTLET PRO CTON'/ '/
-
-
_ I
\, �' 1
/ \
`. 1
TOP EL 10. INLET �f2 '
TOP EL 10.4
,LEVEL SPIRE Ef, Tbl ( E
\
10.5 �. \
INV. EL.83 '
\�
11 N, \ \
Q I I
Tw8.0
I J /
_j l l� `•
1 °.4
•
7.5 I
1-��� 1;
,STORMWATER 1 ? r
\ \ ,r' OVERFL071STRI}CTURE ; i
1j
INLET PROTECTION
�/ 1 I 1
/
7 25
11.0
r VEGETATED FILTER
N.
r h
SEDIMENT TRAP #2 l
c 58LF - 15" RCP ( / O
• STORMWATER
INLETS
Iy� t
\ _ ` STORM R INL 11 d2LF - 15" /P
INLET PROTECTION I i TOP EL. 10. U 0 O
t1. i /-7 , I ./ INV.` 0
` V I 50LF - 15" `1#CP • • ' J h 0 /
C) /' r ELECTkICAL, TV do PHONE EQUIPMENT TO t1.1
BE RELOCATED AT THE CONTRACTOR'S EXPENSE
• 5 h � J 3
m
ah
x x9" CLASS "A'
jION BAST OUTLET PROTECTION
5x7x9" CLAS I
OUTLET PROTE
�r I
-
INV: -8.0 'z_ ' � - 6,21- - V 6_8
NV INV 6.09 Z - - -AL
r - - r ._. - �• - SWAT, 3
- - - -- 2" RC t'ti NT TRAP - - ---- t - - - - -
SEDIMENT TRAP MI5
O _ REMOVE EXIST - - - INV. 6.0
J 127`CMFr__ - '�� - - - 18LF - 15�RCP-
•
t1 BALK HEAD
TW ;1a.D
/ ? SJORM WA R
IN� ET
` 1 .a
I I T i
f PHASE I
1
I '
I I
? I j
f 11.0 I J !
I 1 ' LIMITS OF CONSTRUCTION
4� f
r
SILT ?FENCE 1
o•
ONSTRUCTION
1- EENTRANCE
r r
! TIE;TO EXIST. CMP
INV.' 3.98
j 8 LF - 15' CMP
QH O�i OHE OHE -
33,J INV. 5.3
INV V5.37 ` �� f
n
-I-----T-ao� -�o� - _o-�-�o��o1 on�oo-�o---oo� -�o0-1 -oo� -009�o� oo�-oo1 �o� -o�-oo1 01 16LF
15' RCP12LF - 15" RCP NV. 5.41= V
-z
- - - - JUNCTION BOX
JUNCTION BOX r EAST-Y HT DRIVE -�: 60'-R.CF.W----�-- -----------r. NOFNV E.55.02
- - - -- - - - - -- _. - - - - - - - - -TOP--Et-. 8:8- - - - - - R`GRADE-SWALE. -- -
N. INV. EL 4.61
� S. INV. EL 5.24
S. INV. EL. 5.04 - - - o
tr E7TRV= 6� W NV� 55-�
W. INV. EL. 6.09p___
cc
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cr
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1. ANY CONSTRUCTION ACTIVITY BEYOND THE 1.74 ACRE LIMITS SHOWN ON THE
PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS
SUBJECT TO FINES.
2. CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF
CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS. VEGETATION,
DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL
OR ANY OTHER UNSUITABLE MATERIAL WITH IN THE LIMITS OF CONSTRUCTION.
4. CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY UNSUITABLE SOILS.
5. CLEARED, GRUBBED. STRIPPED OR OTHER WASTE MATERIALS SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF IN A PROPERLY PERMITTED
FACILITY.
6. THE CONTRACTOR SHALL FURNISH ANY REQUIRED BORROW MATERIALS FROM
A PROPERLY PERMITTED OFF -SITE FACILITY,
7. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF
COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES WITHIN 15
WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
B. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT.
9. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
10. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD
INSPECTOR, ENGINEER. AND OWNER.
11. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15
CALENDAR DAYS, ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND
TACKED UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL
coRmUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND
DISTURBING ACTIVITY.
2. HOLD A PRE -CONSTRUCTION MEETING WITH THE EROSION CONTROL
INSPECTOR.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCE, COMMENCE
CLEARING AND ROUGH GRADING OPERATIONS TO ESTABLISH DIVERSION SWALES
AND SEDIMENT BASIN.
4. ROUGH GRADE SITE AND INSTALL UNDERGROUND UTILITIES.
5. 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.
6. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON
AS FINAL GRADES ARE ESTABLISHED.
7. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE
STABILIZED, REMOVE TEMPORARY EROSION CONTROL MEASURES, REMOVE
SEDIMENT FROM SEDIMENT BASIN AND RESTORE TO ORIGINAL DIMENSIONS,
RECEIVED EROSION CONTROL MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
RATIONRUNOFF -
APR 0 6 2006 BUTBILITY IN NOAND CASE LESS THAN0LLOWING 0 ONCE EVERYRWEEK. Y NEEDEDUREPAIRS IWILLLL
BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
DWQ
aROJ # 2. CHECK SEDIMENT BASINS AFTER PERIODS OF SIGNIFICANT RUNOFF. REMOVE
SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN
SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. CHECK THE
EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE. CHECK THE
EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
TEMPORARY SEDIMENT TRAPS BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
SEDIMENT STORAGE WEIR REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
TRAP g DEPTH WIDTH LENGTH VOLUME MOTH
1
2.5'
2V
39,
1950 CF
4'
2
2.5'
21'
42"
2205 CF
4'
3
2.5'
10'
20'
500 CF
4'
4
1 1.5'
7
=147
CF
4'
$
1 1.5'
10' j
20'
1 300 CF
4'
LEGEND
EXISTING CONTOUR - - -
PROPOSED CONTOUR 5
LIMITS OF CONSTRUCTION WC
SILT FENCE
q4s
EXIST. SPOT ELEVATION
20.0
SPOT ELEVATION
SWALE
.
TEMPORARY
TO
DIVERSION SWALE
RIP -RAP OUTLET
PROTECTION
PROPOSED STORMDRAIN
PIPE
20' 0 20' 40'
ELALM
P4 REVISED PER NCDENR DWO COMMENTS DATED 4/3/06 AND LAMA PHASEING ISSUES 4/6/06
SCALE: 1"=20(Horiz.)
IF PLOTTED AT 24" X 36" SHEET
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
„ "
P3
AOOEO PHASE I AND PHASE 2 TO PROJECT
3/24/06
P3
REVISED PER NCDENR COMMENTS
1/17/06
P2
ADDED HAYBALE DEWATERING AREA PER CAMA COMMENTS
11/28/05
P1
ADDED SEDIMENT TRAPS AND INLET PROTECTION PER NCDENR COMMENTS
10/27/05
D2
BOAT RAMP AND SITE GRADE REVISIONS
10/3/05
Di
PARKING AND HEADWALL GRACE REVISIONS
9/1/05
IF PLOTTED AT 11 X 17 SHEET REv N0. REVISIONS I DATE
4. ALL AREAS WILL BE FERTILIZED. RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A
VIGOROUS, DENSE VEGETATIVE COVER.
5. GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIMENT
ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT
AND STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE
TO MAINTAIN 6 INCH DEPTH,
TEMPORARY SEEDING
GRASS TYPE
AMOUNT/
1000 S.F.
TIME OF
SEEDING
INITIAL
RYE GRAIN
1-2 LBS.
NOV. 1HRU JAN.
25 LB& Io-Io-io
9R011NTOP MILLET
1-2 LBS.
JUNE TM AUG.
25 LBS. 10-1D-10
PERMANENT SEEDING
AMOUNT/
TIME OF
GRASS TYPE
1D00 S.F.
SEEDING
INITIAL
BERMUDA, COMMON
1-2 LBS.
APRIL 1HRU JUNE
25 LBS. 1D-10-10
FESCUE_ TALL
5-7 LIM
JUNE M AUG-
25 LSS. 1D-10-10
ENTUCKY 31
FEB. 1HRU OCT.
SERICEA
IESPEDEZA SLOPES
1-2 LBS.
MARCH THRU APRIL
25 LBS. 10-10-1
1. SEE EROSION CONTROL SPECIFICATIONS FOR SOIL AMENDMENTS AND MULCH
REQUIREMENTS
GRADING NOTES
1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND
GRADING OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION
BEYOND GRADING LIMITS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE.
4, COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED NTH 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.
GRADING, DRAINAGE * ER03ION CONTROL
FOR
WATERWAY PARK
FA5i YActfr DR11/F, OAK !BLAND, Nom CAROUNA
ENGINEER
,CBS CONSULTING, PA
PLANNING ENGINEERING CONSTRUCTION MANAGEMENT
7332 COTESWORTH DRIVE
WILMINGTON, NC
1-910-619-9990
OWNER / DEVELOPER
Town of Oak Island
4601 E. Oak Island Drive
Oak Island, North Carolina 28465
rOC11A7TOBER. 2005
SCALE:
1" - 20' HORZ.
DRAWN:
J.RONEY
CHECKED:
B.SEDGWICK
PROJECT NO:
o1a-oo1
SHEET NO:
C2

100' MIN.
................................. ..'.'....'.'......•
• • • #4 STONE :.:.;.:. .
• 1 M/ �IIAI
Jtl. I I VIV
CONSTRUCTION ENTRANCE
NOT TO SCALE
i 5' MIN. I
CROSS SECTION
Lws'
=llIm
—I I
�FILTERFABRI 5L0
NATURAL 3' MIN.
GROUND
STONE SECTION
TEMPORARY SEDIMENT TRAP
NOT TO SCALE
1 �1•���II•`����■
1♦�1♦������Il�■
BOTTOM STRAND MIN. #10 GU
STEEL OR WOOD POST
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN o
WIDTH AND SHALT HAVE A MINIMUM OF 6
LINE WIRES W/12 STAY SPACING GROUND LINE
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
3. STEEL POSS SHALL BE 5' 0" IN HEIGHT U)
AND BE OF SELF FASTENER ANGLE
STEEL TYPE cm °"O
o _j
a_I
4. WOOD POSTS SHALL BE A MINIMUM OF 6' al LjN
IN HEIGHT AND 3" OR MORE IN DIAMETER 0 0 WIRE FABRIC SHALL BE FASTENED TO WOODEN 0 N
POST WITH NOT LESS THAN #9 WIRE STAPLES
1-1/2" LONG
JUTE THATCHING SECURE WITH
EARTH STAPLES 1 f TO 6'
WIDTH AS REQUIRED
MAX.
OVERFILL 6"
FOR SETTLEMENT
EMERGENCY:--
BY-PASS 6"
BELOW SETTLED
TOP OF DAM
`•FILTER FABRIC
, FILL SLOPE,
I
6" N
GRAVEL
ANCHOR FILTER FABRIC SKIRT
AS DIRECTED BY THE ENGINEER
APART AS REQUIRED TO KEEP -
JUTE PRESSED TO SOIL. SEED AS SPECIFIED
IN SEEDING SCHEDULE
_ x
GR�E DEPTH SEA I GRADE
1 PLAy� — 1
3 i
3
BURY JUTE IN 4' OR =III �slll
MORE DEEP TRENCH
DRAINAGE SWALE DETAIL
NOT TO SCALE
�L4IE
SWALES ARE: TO BE CONSTRUCTED PER
ELEVATIONS SHOWN ON THE GRADING PLAN
WIRE SCREEN
WIRE FENCE AND DEWATERING
FILTER FABRIC
POST(4 REQ'D•) CONC. BLOCK
&I
FINIH PRAQE❑❑ ❑❑ ❑❑ ❑❑
f SUBGRADE
• I /
STORM DRAIN /�\ N STORM DRAIN
CATCH BASIN CATCH BASIN
STORM
MIN
SILT FENCE QLOCK 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
2.1 GRAVEL FILTER
E
24" OVERFLOW PIPE-
J.
1
OUTFLOW PIPE 15'* I I
I I
I I
I10
���MH
n nnnnn
CH-O MOG6�� �������� I to t
t»+-BN-sA
POND NOTES
1. DEWATERING LOCATION TO BE IN THE AREA OF THE PROPOSED
FOOTING (1�,) INFILTRATION PONDS.
PLAN 2• CONTRACTOR TO OVER EXCAVATED POND AREA A MINIMUM
36" AND DISPOSE OF MATERIAL AT APPROVED OFFSITE FACILITY.
CONTINUOUS CONCRETE GOPM—\ 3. AFTER DEDGING ACTIVITY SPOILS TO BE TESTED BY GEOTECHNICAL
ENGINEER FOR SUITABILITY FOR STRUCTURAL FILL (PARKING LOT).
FRAME «MATE 4. AFTER DEWATERING DEDGE AREA TO BE RESTORED TO ORGINAL GRADE WITH
DEWY CN-BN-SKJA MINIMUM OF 36" TYPE I SANDS.
12 5. SEE STORMWATER BASIN SECTION
OUTFLOW PIPE51 6. SAMPLE POND SIZING
FOOTING X= 240 FT Y= 60 FT Z = 5.75 FT.
1, CONTRACTOR TO VERIFY ACTUAL SIZES.
/4 BARS • 12. O.C. EACH wA
SECTION
DROP INLET + BYPASS STRUCTURE DETAIL
NOT TO SCALE
NOTE%
}.
1•
SEE PLAN 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) NTH
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
�M
CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
�I
RIP RAP * 5.
1
ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO
95% OR GREATER.
H
°
I"
�
-
6.
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED
IE
IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
4" #5 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
SEE PLAN
3' TOP OF BERM
EL. 11.0
11.0
'II�II—
1
l III--
BOTTOM EL. 8.5 EXISTING GRADE
_
1 --
—-
I— I 1—I I—_
~
— — — ~
' ,
�tIt=t_t�1—�
_
_
I _-
1=1
I{
—
El I lEd__ III=
I — I E— I —I I
t-1 11=111—I I I —I 11-
—I I —! I — ( 1. 1
3' MINIMUM
ROADSIDE SWALE
CONTRACTOR TO OVER EXCAVATED A MINIMUM OF 36"
(ELEVATION 5.5')
AND
REPLACE WITH TYPE I FILL
STORMWATER BASIN SECTION
NOT TO SCALE
I
8" PERFORATED PLASTIC PIPE WITH SOCK
23:1 SLOPE 1 SLOPE 24" OVERFLOW
;
.III r)PE 2.• 1
8" PERFORATED PLASTIC PIPE WITH SOCK
DEDGE DEWATERING BASIN
N.T.S.
lot
EL 4.
'.per . ° W�°p•
00P00. 0 °y.. �0
p? •J7 °oO•o a %
EL AO�c
�o p q o.°a Weaq�qx
0 . .�o �' 0O
a°'G
0N°• cO
Ca.bo p00 0 0.° p G .0OV°0°•RC
o°� o*00•
4°
OTP.*0.0a.
°o6cp
EL 4.5 EL
PLAN
3 3
�1 1F—,
l•�
N5
4"
TOP OF PAV'T.
r5/8" REBAR (2 REQ'D.)
S.RFECT,.,
WHEEL STOP DETAIL
NOT TO SCALE
°•O'o� °` 4 pO p P °t7
8" ABC STGNE o w a°c6 , oOogcq °• �Op°gq� c �Q° ' rJ g°
4" LIFTS COMPACTEDd �fe •�O o ° o oo•.�O°q o °Q�.. F ;o °0' °Q
100% AASHO
SUBGRADE — i—
COMPACTED TO 100% — I I - I El I — i !-
AASHO TO 6" DEPTH
TEMPORARY SEDIMENT TRAP
SEE DETAIL GRAVEL PAVEMENT SECTION
NOT TO SCALE
CONTROL JOINT (3/4" DEEP W/
1/4" PAD) @ 6' O.C.
LIGHT GROOMING
`1/2" EXP. JT. FILLER ® 48' O.C.
o 4" 3000 PSI CONC.
4 a a a e•.
-�IIIII= (III IIIII-11111=11111=11!I!-=ill
COMPACTED SUBGRADE
NOTES ALL EDGES TO BE EDGED W/ 1/4" PAD
CONCRETE WALK SECTION
NOT TO SCALE
DENSELY VEGETATED FOR A
MIN. OF 5D' AND SLOPE
5 LESS THAN 5%
GRASS TOLERANT TO FREQUENT INUNDATION
CLASS B STONE J SECTION
EMERGENCY OVERFLOW DETAIL
NOT TO SCALE
PERMANENT SEEDING
AMOUNT/
TIME OF
GRASS TYPE
1000 S.F.
SEEDING
INITIAL
BERMUDA, COMMON
1-2 LBS.
APRIL THRU DUNE
25 LBS. 10-10-10
FESCUE, TALL
S-7 LB&
JUNE THRU AUG.
25 LBS. 10-10-10
KENTUCKY 31
FEB. THRU OCT.
SERICEA
1-2 LBS.
MARCH THRU APRIL
25 LBS 1D-1O-10
LESPEDEZA SLOPES
PRESSURE —TREATED 2"X10" II I-
D
_ _ ^?' i
5 I! I I !_= 1' MIN.
I—, -- -I Nil-
3' MIN.
LEVEL SPREADER + VEGETATIVE FILTER
NOT TO SCALE
P3
REVISED PER NCDENR DWQ COMMENTS DATED 4/3/06
4/6/06
P2
REVISED PER NCDENR DWQ AND CAMA COMMENTS
I/2a/04
P1
i 17 flb
\RV NO. 1 HEVI51UN5 I DATE
RECEIVED
APR 0 6 2006
DWQ
"ROJ #
CIVIL DETAILS
FOR
WATERWAY PARK
FA5T YACHT DRIVF, OAK 15[AND, NORTH CAROLINA
ENGINEER
JBS CONSULTING, PA
PLANNING ENGINEERING CONSTRUCTION MANAGEMENT
7332 COTESWORTH DRIVE
WILMINGTON, NC
1-910-619-9990
OWNER/DEVELOPER
Town of Oak Island
4601 E. Oak Island Drive
Oak Island, North Carolina 28465
DATE:
OCTOBER, 2005
SCALE:
1" - 20' HORZ.
DRAWN:
J. RON EY
CHECKED:
B.SEDGWICK
PROJECT NO:
018-001
SHEET NO:
C3
f.
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