SW8080820_Approved Plans_20080904

1, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; WITNESS MY
ORIGINASIGNATURE, LICE SURE NUMBER AN
THIS_...__... DAY OF ..._. jStBA
JOHN L. _ EFE
E CE P.L.S.--�-
- L-296
0.
Ls
ffdl1t1ft1i1300NAA\
LEQEND:
M.B.
= MAP BOOK
D.B.
= DEED BOOK
PG.
= PAGE
EIS
= EXISTING IRON STAKE
SIS
= SET IRON STAKE
EIP
= EXISTING IRON PIPE
ECM
= EXISTING CONCRETE MONUMENT
SPK
= SET P.K. NAIL
(BM)
= BENCHMARK (NGVD 29)
R/W
= RIGHT OF WAY
M.B.L.
= MINIMUM BUILDING LINE
C/L
= CENTERLINE
SL
= SECURITY LIGHT
PP
= POWER POLE
PPLP
= POWER POLE / LIGHT POLE
-E - E- = POWER LINE
CO
= CLEANOUT
WV
= WATER VALVE
WM
= WATER METER
FH
= FIRE HYDRANT
ST
= SEPTIC TANK
SSMH
= SANITARY SEWER MANHOLE
TB
= TELEPHONE BOX
EOP
= EDGE OF PAVEMENT
DBL
= DRAINAGE BREAKLINE
= TRAFFIC FLOW EXISTING
= TRAFFIC FLOW PROPOSED
FO
= FIBER OPTIC CABLES
FES
= FLARED END SECTION
= PROPOSED STEEL SECURITY LIGHT
SF
= SILT FENCE
GW
= GUY WIRE
EB
= ELECTRIC BOX
+00.00 = EXISTING GRADE
W,-= = PROPOSED GRADE
TP
= TOP OF PAVEMENT
TW
= TOP OF WALK
B
= CONCRETE BOLLARD
f
= STOP SIGN
(�.
= HANDICAP PARKING SPACE
= DRAINAGE FLOW DIRECTION
= HANDICAP RAMP
= GRADING LIMITS
CB
= CATCH BASIN
DI
= DROP INLET
JB
= JUNCTION BOX
CTT
= CAROLINA TELEPHONE
AND TELEGRAPH
DU&E
= DRAINAGE AND UTILITY
EASEMENT
= PARKING BUMPER
LINE TABLE
LINE
BEARING
LENGTH
L1
S70`20'34"W
140.42
L2
S3W58'13"W
97.35
L3
N46°5732"w
40.89
L4
S40'0449"W
151.60
L5
S72'20'31 "W
73.57
L6
N81'25'31 "W
76.49
L7
S44'05'12"W
70.21
L8
S87'52'14"W
119.18
L9
N35'20'29"W
75.15
1-10
N61'11'55"W
42.27
L11
S7513'42"W
144.78
L12
S30'57'40"W
87.24
L13
N46'58'05"W
38.69
L14
S40'04'15"W
160.77
L15
S72'19'57"W
67.31
L16
N81026'05"W
79.88
L17
S44°0438"W
71.57
L18
S87051'41 "W
107.87
L19
N35.2t'0,3"W
71.41
L20
N61.12'28"W
51.39
L21
N88'40'44"W
85.51
L22
N01'19'22"E
65.02
APPROX.
LOCATION OF
SEWER MAIN
w
9s \ CENTERUNE
SIS L18 { OF *10' WIDE BRANCH
�r
�s L18 SIS Sys 0 12'
N/F sts
ONSLOW COUNTY
D.B. 1365, PG, 322
M.B. 36, PG. 152 ' WETLANDS
SIS �3
404 TRAVERSE LINE
3j WETLANDS /
SSMH
INV-27.90
/ SIS
l v
SIS
SIS
U
EIS
PROPOSED STORMWATER POND
S
IN27.2
FIRE LANE
SIGN (FIRE LANs:
NO PARKING) I.
VICINITY MAP -- NOT TO SCALE
CONSTRUE ON NOTES:
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE TIME
OF CONSTRUCTION.
2. WATER AND SEWER SERVICES PROVIDED BY THE SITE CONTRACTOR. THIS SITE
MAY BE SUBJECT TO CONFORMATION OF WATER METER SIZE ADEQUACY.
3. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN
WATER AND SEWER LINES.
4. NO CONSTRUCTION OF SEWER IS TO BEGIN PRIOR TO RECEIPT OF PERMITS. ALL
INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL MEET WITH
ONSLOW COUN iY'S SPECIFICATIONS.
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE
FILL A5 REQUIRED.
6. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE
WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL
7. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND
DISPOSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL
MATERIALS.
8. ALL STORMWATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH N.C.D.N.R• STANDARDS AND SPECIFICATIONS.
9. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER STANDARDS AND
SPECIFICATIONS AS SHOWN IN DETAILS.
10. ALL POWER POLES, POWER LINES, ETC. ARE TO BE LOCATED PRIOR TO
CONSTRUCTION AND BE RELOCATED TO ACCOMMODATE PROPOSED SITE.
11. A WET TAP BY A PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR WILL BE
REQUIRED FOR ALL SERVICE INSTALLATIONS.
12. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER R-7 OR
PARCEL 1
12-8 SIGNS.
13. NO NATURAL GAS AVAILABLE.
480,349.04 sq.ft.
14. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS
11.03 acres
0
- SHOWN)
10.68 w/o wetlands
<0 15. ALL SLOPES SHALL BE 3:1 OR FLATTER.
o
16. ALL EXTERIOR LIGHTING WILL BE LOCATED AND POSITIONED SO NOT TO
CA
ADVERSELY AFFECT ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC,
0°
m 17 EX{STING DROP INLETS AFFECTED BY CONSTRUCTION TO BE PROTECTED PER
8
R.5*\
5
CONCRETE
J
DETAIL.
18. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF THE
I
!
PAD (1DUMpS9 X 3.5')
COMPLETION OF ANY PHASE OF GRADING.
r'
©
`�
FIRE LANE Z.�
FIRE LANE
19. ALL EASEMENTS ARE PUBLIC UNLESS OTHERWISE NOTED.
ENVIRONMENTAL ETC.) EXCEPT SHOWN.
I
SIGN (FIRE LANE
•-- ,__� -
20. NO AREAS OF CONCERN (WETLANDS, AS
t SL No PARKING)
NO PARKING) fR7"3 j
AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET.
z5
a
!
21. RAMPS AT' ALL SIDEWALK INTERSECTIONS AND WITH ROADS OR DRIVES TO BE
ADA APPROVED.
°�.°
22. DEVELOPER TO INSTALL STOP SIGNS AS SHOWN. ALL STOP SIGNS SHALL BE
a
a
x--.---x
x x x x
X
x x _..� f
'�
�.-_. x x ___.
x x x x x
R1-1, 30" AND INSTALLED TO MUTCD STANDARDS.
23. ALL TRAFFIC FLOW ARROWS, LINES, AND CROSSHATCHING SHALL BE PAINTED AS
U
x
GATE -�I $
;
GATE I
x
GATE GATE x x
IT IS SHOWN ON THE PLAN.
24. SOME TOPOGRAPHIC DATA TAKEN FROM INFORMATION PROVIDED BY THE OWNER
T
x
x
x _�
t
I
x
x
x
AND NOT FROM AN ACTUAL SURVEY.
m
I
25. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.A.
F
_ 7 F.
_.
MAP 372043570.
I
I i ;
j PLAYGROUND I 119.SZ
j '
x 30,500 S.F.PROPOSED
PLAYGROUND x
CL OF DITCH 158.42' , ! 30.500 S.F,
x GATE ONE STORY ONE STORY _ GATE x Q \ I /
x x x x BRICK BLDG `' ' R7. S'__ _ .g' BRINE BLDG x x x x U
12,100 S.F. i 1Z.1 S.F.
x s' OPAQUE FENCE I �` a' OPAQUE FENCE x
APPROX. LOCATION OF WATER MAIN p_ i ro0 11
(VERIFY LOCATION & DEPTH) Z) x i
Z fATER METER , " 10' 30.00, 10' 24. ' x
WY m r
� •,� �
Ly 0.
x
N/F DOUBLEGATE x GATE
ONSLOW COUNTY \�2rECK VALVE 1 - GATE x GATE x
" x N/F
IN HOT Box # x ONSLOW COUNTY
D.B. 1365, PG. 322 ENCLOSURE
x x D.B. 1365, PG. 322
M.B. 36, PG. 152 EIS QsTINc M.B. 36, PG. 152
I'
BOX 50. MAI 1L. r--x
i
• s
PROPOSED CONC i
TRANSFORMER PAD APPROXIMATE R3.O' �~~ ---� RNC
.0' PROPOSED CO PAD
PROXIMATE
R/W LOCATION
OF \ ILOCATION OF
SIGN �XSL
0. SL * R/W EIS
EIS CL OF DITCH S 8 '40 47 E 640.00 CL OF DITCH L21
S
SSM is
_._...._... / INV- 7. r-
ssMH �. .........._, ..".�.�.�.... «.�...�,�.. r._..,._.... ............,.. �.�...�.� �_ � ......�,_.. C1�"t%CAT1t11Q"oF."�`�IEFR 5�f 1m"'..
INv-26.17 ....,...
......_------� .._�,_ ... .... EOP SSMH
EPK
...�,.• NORTHWEST CORRIDOR BLVD. -- PUBLIC (200R/W)
S 88'40 47 E 835.52' `""" EW
EOP
= CL OF DITCH
WVWV
I
wv U.J
GY tx
Z CCj H
R/W LL'
M R/W
ONSLOW COUNTY cr. Ck: ONSLOW COUNTY
D.B. 1399, PG. 448 D.B. 1399, PG. 448
M.B. 35, PG. 20 M.B. 35, PG. 20
CURVE TABLE
CURVE
CHORD BEARING
CHORD
DELTA
RADIUS
ARC
TANGENT
C1
S43'42'02"E
84.85
89*59'46"
60.00
94.24
60.00
C2
S02'56'32"W
33.32
3-10'56"
600.00
33.32
16.67
REF: MB 56, PG 39, SLIDE M--633
PORTION OF DB 1399, PG 448
PORTION OF DB 1365 PG 322
,i�;tttl
`rt!
♦4 ``
.w` ' A t..
s � �•
w
SITE DATA BLOCK QE FEATURES
Existing use (s): Vacant
Proposed use(s): Child Care Center
Total square footage of proposed buildings: 24,200
Square footage of existing building (s): none
Building Height: < 50'
Acreage In active recreation: -0--
Conditional use permit sought: N/A
Number of lots: 1
Type of unit: One-story brick bidg
Site zoning: IND-H
Total acreage: 20.00
Land to be disturbed and exposed:5.79 acres
Number of units (dwelling, commercial):336
Capacity (children): 200/bidg = 400
Number of employees: 23/bldg = 46
map book and page number:56-39 SLIDE M-633
deed book and page nurnber: PORTIONS OF 1365-322' AND 1399-448
tax map and parcel number: PORTIONS OF 330--12 AND 322--120
PARKING REQUIREMLNM:
One space / 5 children = 80
one additional space / employee = 46
(80 + 46 = 126)
Total required spaces: 126
H/C spaces required: 5
Stondord spaces required: 121
H/C parking spaces proposed: 5
Standard parking spaces proposed: 121
Total parking spaces proposed: 126 F °�
Parking spaces existing: -0- �A1W" Iffil --
POWER COMPANY: PROGRESS ENERGY
WATER AND SEWER : ONSLOW COUNTY MAIRAGEMENT COMMISSION
OWNER ZDEVELOPER:
RONALD SAUCIER
165 VISION DRIVE
WILMINGTON, NC 28540
910-617-7251
C'rystal Coast. Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817--3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] N FAX: [phone]
REV: 7--14-08 COUNTY COMMENTS
DIVISION OF IAVATER QUAUTY
SITE PLAN'
WATER AND SEWER PLAN
OF
DURTON INDUSTRIAL PARK
SECTION OF PHASE 1
PREPARED FOR
SOUTHEASTERN PRE-- coo 0 L
EDUCATION CENTER- SPEC
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACK'SONVILLE, NC 28540
PHONE: 910-•346-9800 DATE: JULY 1, 2008
SCALE: 1 "= 60' F.B. 769 , PG. 12
JOB # 2810027 FILE NAME: SPEC--OCIP
GRAPHIC SCALE
so 0 30 so 120 240
( IN FEET' )
1 Inch = 60 ft.
SHEET 1 OF 6

LEGEND:
M.B.
= MAP BOOK
D.B.
= DEED BOOK
PG.
= PAGE
EIS
= EXISTING IRON STAKE
SiS
= SET IRON STAKE
EIP
= EXISTING IRON PIPE
ECM
= EXISTING CONCRETE MONUMENT
SPK
= SET P.K. NAIL
(BM)
= BENCHMARK (NGVD 29)
R/W
= RIGHT OF WAY
M.B.L.
= MINIMUM BUILDING LINE
C/L
= CENTERLINE
SL
= SECURITY LIGHT
PP
= POWER POLE
PPLP
= POWER POLE / LIGHT POLE
- E - E- = POWER LINE
CO
= CLEANOUT
WV
= WATER VALVE
WM
= WATER METER
FH
= FIRE HYDRANT
ST
= SEPTIC TANK
SSMH
= SANITARY SEWER MANHOLE
TB
= TELEPHONE BOX
EOP
= EDGE OF PAVEMENT
DBL
= DRAINAGE BREAKLINE
c�
= TRAFFIC FLOW EXISTING
4:
= TRAFFIC FLOW PROPOSED
FO
= FIBER OPTIC CABLES
FES
= FLARED END SECTION
= PROPOSED STEEL SECURITY LIGHT
SF
= SILT FENCE
GW
= GUY WIRE
EB
= ELECTRIC BOX
+00.00 = EXISTING GRADE
00.0 = PROPOSED GRADE
TP
= TOP OF PAVEMENT
TW
= TOP OF WALK
B,.Q
= CONCRETE BOLLARD
= STOP SIGN
= HANDICAP PARKING SPACE
= DRAINAGE FLOW DIRECTION
= HANDICAP RAMP
= GRADING LIMITS
CB
= CATCH BASIN
DI
= DROP INLET
JB
= JUNCTION BOX
CTT
= CAROLINA TELEPHONE
AND TELEGRAPH
DU&E
= DRAINAGE AND UTILITY
EASEMENT
= PARKING BUMPER
1, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; WITNESS MY
ORIGINAL,, SIGNATURE, LICENSURE NUMBER AND..,SEAL
THIS_._ _W DAY OF --- 20 D
JOHN L. 1 ` � ; .L.S. Fj L' 5 6
"3 EAi._
ri
Legend
TEMPORARY GRAVEL CONSTRUC11ON ENT/EXT =109I
SODDING
Q
MULCHING
TEMP. DIV. DITCH
PRE -FORMED SCOUR HOLE
RIP RAP SCOUR PAD (RRSP)
EXCAVATED DROP INLET PROTECTION (TEMP)
FABRIC DROP INLET PROTECTION (TEMP)
BLOCK & GRAVEL INLET PROTECTION (TEMP)
13
TEMPORARY SEDIMENT TRAP
SILT FENCE
sf
ROCK DAM
CHECK DAM
-- D
PROPOSED FINISH GRADE
PROPOSED TOP OF CURB GRADE
PIPE LABEL
»A»
LINE TABLE
LINE
BEARING
LENGTH
L1
S70'20'34"W
140.42
L2
S30058'13"W
97.35
L3
N46'57'32"W
40.89
L4
S40'04'49"W
151.60
L5
S72'20'31 "W
73.57
L6
N81'25'31 "W
76.49
L7
S44'05'12"W
70.21
L8
S87'52'14"W
119.18
L9
N35'20'29"W
75.15
L10
N61 #11'55"W
42.27
L11
S75013'42"W
144.78
L12
S30'57'40"W
87.24
L13
N46'58'05"W
38.69
L14
S40'04'15"W
160.77
L15
S72'19'57"W
67.31
L16
N81'26'05"W
79.88
L17
S44'04'38"W
71.57
L18
S87'51'41 "W
107.87
L19
N35'21'03"W
71.41
L20
N61 *12'28"W
51.39
L21
N88'40'44"W
85.51
L22
N01-1922"E
65.02
+ 34.57
+ 34.68
+ 34.57
CURVE TABLE
CURVE
CHORD BEARING
CHORD
DELTA
RADIUS
ARC
TANGENT
C1
S43'42'02"E
84.85
89'59'46"
60.00
94.24
60.00
C2
S02'56'32"W
33.32
3*10'56"
600.00
33.32
16.67
DRAINAGE PIPE SCHEDULE
Q=CIA WHERE C =
0.64 AND 1=7.16
USING RATIONAL EQUATION
EIa
AREA
QM
LENGTH
CAE
A
0.48
2.20
15"
112'
0.50%
B
0.96
4.40
18"
177'
2.00%
C
18"
74'
0.34%
D
0.15
0.69
15"
218'
0.50%
E
0.92
4.22
15"
39,
3.54%
F
1.15
5.27
18"
203'
0.50%
G
2.69
12.33
24"
86,
2.62%
H
5.45
< 1.0
18"
40'
1.00
CM P
DRAINAGE
STRUCTURE SCHEDULE
IQQ
STRUCT.
TYPE.
DS1
DROP INLET
37.95
DS2
DROP INLET
38.83
DS3
DROP INLET
38.83
DS4
DROP INLET
37.58
OS5
DROP INLET
37.15
DS6
DROP INLET
36.47
INVERT
32.25
35.79
36.35
33.27
34.65
34.36
DOUBLE INLET
EROSION CONTROL_ NOTE
THE EXISTING DRAINAGE SYSTEM IS TO BE PROTECTED
FROM THE EFFECTS OF SEDIMENT BEFORE AND DURING THE
INSTALLATION OF THE PROPOSED STORM DRAINAGE SYSTEM.
PROTECTION SHALL INCLUDE BUT NOT BE LIMITED TO:
1- INSTALLATION OF SILT FENCE AT SPECIFIED LOCATIONS
SHOWN HEREON;
2- INSTALLATION OF CONSTRUCTION ENTRANCE;
3- INSTALLATION OF DOUBLE -CONCRETE BLOCK FILTERS
AT ALL PROPOSED LOCATIONS SHOWN HEREON; AND
4- SEEDING AND ESTABLISHING GROUNDCOVER IN
ACCORDANCE WITH VEGETATIVE PLAN.
EXISTING DRAINAGE SYSTEM SHALL BE MONITORED DAILY
AND NECESSARY ACTIONS WILL BE TAKEN IN ORDER TO
PROTECT THE SYSTEM.
VICINITY MAP - NOT TO SCALE
CONSTRUCTION NOTES:
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE TIME
OF CONSTRUCTION.
2. WATER AND SEWER SERVICES PROVIDED BY THE SITE CONTRACTOR. THIS SITE
MAY BE SUBJECT TO CONFORMATION OF WATER METER SIZEADEQUACY.
3. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN
WATER AND SEWER LINES.
4. NO CONSTRUCTION OF SEWER IS TO BEGIN PRIOR TO RECEIPT OF PERMITS. ALL
INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL MEET WITH
ONSLOW COUNTY'S SPECIFICATIONS.
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE
FILL AS REQUIRED.
6. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO 'CLEARING WILL BE DONE
WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL
7. SITE SUBGRADING TOPSOIL AND UNSUITABLE MATERIAL: REMOVAL AND
DISPOSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL
MATERIALS.
8. ALL STORMWATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS.
9. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER STANDARDS AND
SPECIFICATIONS AS SHOWN IN DETAILS.
10. ALL POWER POLES, POWER LINES, ETC. ARE TO BE LOCATED PRIOR TO
CONSTRUCTION AND BE RELOCATED TO ACCOMMODATE PROPOSED SITE.
11. A WET TAP BY A PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR WILL BE
REQUIRED FOR ALL SERVICE INSTALLATIONS.
12. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER R-7 OR
12-8 SIGNS.
13. NO NATURAL GAS AVAILABLE.
14. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS
SHOWN)
15. ALL SLOPES SHALL BE 3:1 OR FLATTER.
16. ALL EXTERIOR LIGHTING WILL BE LOCATED AND POSITIONED SO NOT TO
ADVERSELY AFFECT ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC.
17. EXISTING DROP INLETS AFFECTED BY CONSTRUCTION TO BE PROTECTED PER
DETAIL.
18. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF THE
COMPLETION OF ANY PHASE OF GRADING.
19. ALL EASEMENTS ARE PUBLIC UNLESS OTHERWISE NOTED.'
20. NO AREAS OF ENVIRONMENTAL CONCERN (WETLANDS, ETC.) EXCEPT AS SHOWN.
AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET.
21. RAMPS AT ALL SIDEWALK INTERSECTIONS AND WITH ROADS OR DRIVES TO BE
ADA APPROVED.
22. DEVELOPER TO INSTALL STOP SIGNS AS SHOWN. ALL STOP SIGNS SHALL BE
R1-1, 30" AND INSTALLED TO MUTCO STANDARDS.
23. ALL TRAFFIC FLOW ARROWS, LINES, AND CROSSHATCHING SHALL BE PAINTED AS
IT IS SHOWN ON THE PLAN.
24. SOME TOPOGRAPHIC DATA TAKEN FROM INFORMATION PROVIDED BY THE OWNER
AND NOT FROM AN ACTUAL SURVEY.
25. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.A.
MAP 3720435700 E.
SITE DATA BLOCK OF FEATURES
Existing use (s): Vacant
Proposed use(s): Child Care Center
Total square footage of proposed buildings: 24,200
Square footage of existing building (s): none
Building Height: < 50'
Acreage in active recreation: -0-
Conditional use permit sought: N/A
Number of lots: 1
Type of unit: One-story brick bidg
Site zoning: IND-H
Total acreage: 20.00
Land to be disturbed and exposed:6.66 acres
Number of units (dwelling, commercial):2
Capacity (children): 200/bidg = 400
Number of employees: 23/bidg = 46
map book and page number:56-39 SLIDE M-633
deed book and page number: PORTIONS OF 1365-322 AND 1399-448
tax map and parcel number: PORTIONS OF 330-12 AND 322-120
ds
PARKING REQUIREMENTS:
,58
One space / 5 children = 80
-
one additional space / employee = 46
v
(80 + 46 = 126)
Total required spaces: 126
.02
H/C spaces required: 5
Standard spaces required: 121
,K
H/C parking spaces proposed: 5
55
Standard parking spaces proposed: 121
17
Total parking spaces proposed: 126
.99
Parking spaces existing: -0-
.78
POWER COMPANY: PROGRESS ENERGY
WATER AND SEWER : ONSLOW COUNTY
OWNER/DEVELOPER:
RONALD SAUCIER
165 VISION DRIVE
WILMINGTON, NC 28540
910-617-7251
1blot
Crystal Coast Engineering, P-A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
GENERAL GRADING/EROSION CONTROL/
STORMWATER PLAN
OF
BURTON INDUSTRIAL PARK
SECTION OF PHASE 1
PREPARED FOR
SOUTHEASTERN PRE- CH0 L
EDUCATION CENTER- SPEC
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: JULY 1, 2008
SCALE: 1 "= 60' F.B. 769 , PG. 12
JOB # 2810027 FILE NAME: SPEC-OCIP
GRAPHIC SCALE
60 0 30 s0 120 240
REF: MB 56, PG 39, SLIDE M-633
PORTION OF DB 1399, PG 448
PORTION OF DB 1365 PG 322
REV: 7-14-08 COUNTY COMMENTS
REV: 8-6-08 NCDENR COMMENTS
( IN FEET )
1 inch = 60 ft.
SHEET 2 OF 6

See Schedule
VEGETATIVE STABILIZATION
PER SEEDING SPECIFICATIONS AS E
2' MiN 3
AS REQ'D �� 1
LINE CENTER OF SWALE W/ SOD (PINNED
TO PREVENT DISLODGEMENT)
3 1 SWg{e
Swale Details
NO SCALE
2" SF-9.5B
!
8"COMPACTED
` AGGREATE BA
`�
HIH
....._.
411,
' OMPACTED FILL St1BGRADF
3
SUBSURFACE INVESTIGATION
(SUPPLIED BY DEVELOPER).
Pavement Detail
NO SCALE
Erasion & Sedimentation Control Notes:
1. Sediment control devices and structures shall be Installed.
maintained and amended as needed to provide effective
control of accelerated sedimentation until the contributing
watersheds are stabilized.
2 Construct( n�,Sgqugneo:
A. Notify Engineer, Owner and Land Quality Section prior
to beginning construction.
B. Install stabilized construction entrances.
C. Slit fence shall be installed where shown and on oil
down slopes of areas to be disturbed. Slit fence
shall be maintained until the area Is stabilized competely.
D. install Sediment Traps where indicated. Divert all surface
drainage to Traps.
E. Complete rough grading activities. Maintain erosion control
devices as necessary.
F. Complete fine grading activities. Install road base course.
(3. Stabilize (seed and mulch) those areas not to be paved
and/or built upon. Construct and stabilize (sod) "toted
swales (sod shall be pinned In place to prevent dis-
lodgement).
H. Maintain erosion control measures as needed to assure
full functlonobiillty.
1. Upon stobiizing site with permanent groundcover, remove sed-
ment traps and construct swoles per Swale detoll if necessoriyr
Install sod liners in swales and seed/mulch all other disturbed areas.
J. Seed, fertilize, and mulch all disturbed areas within 15 days
of completing any phase of the grading work,
K. Permanent groundcover for all disturbed areas within 15
working days or no more than 21 calendar days following
completion of any phase of grading.
3. 50WI sg Spaiftcations
install necessary mechanical erosion and sedimentation control practices
before seeding, and complete grading according to the approved pion.
Lime and fertilizer needs should be determiner! by soil test. Contact
NCDA for additional information regarding testing. When soil test are
available, follow rotes suggested on individual specification sheet for
reeding mix chosen. Apply lime and fertilizer and work into 4-6 inches of
roil by disking or other suitable means. Operate machinery on the contour.
When using hydroseeder, apply lime and fertilizer to a rough, loose surface.
Complete seedbed preparation by breaking up large clods and raking into
a smooth uniform surface. Broadcast seed into freshly loosened seedbed
that has not been sealed by rainfall. Seed mixture sholl be distributed
uniformly and covered with a clean straw mulch. Ail mulch shall be crimped or
asphalt tocked to help hold in place. Material and application rates are as follows:
142todd Aalilig tin Rate
Lime 1000 lbs. /cc.
Fertilizer (10-10-10) 800 lbs./ac•
Mulch 1.5 tons/cc.
�ermansnt Seeding
Common Bermuda
(Unhulled Sept. 1 - April 1) 100 Ibsr/oc.
(Hulled April - Sept, 1) 75 lbe./oc.
"Rebel" Fescue 50 lbs./ac.
Rye Grain (Sept. 1 - April 1 only) 50 lbs./oc.
C,erman Millet (April 1 - Sept. 1 only) 50 lbs./ac.
TgmRoe,
Dec. 15 -April 1
Kobe Lespedezo 50 lbs./ac.
Rye Grain 100 lbs./oc.
April 15 - Sept. 1
Merman Millet 40 lbs./ac.
Sept. 1 - Dec. 15
Rye Grain 100 lbs./ac.
4. Contractor Is responsible for maintaining all erosion control
measures and for amending measures as required to prevent
accelerated erosion from taking place on this site.
5. Once all areas have been stabilized, contractor is to remove
temporary erosion control measures. regrade, & mulch to
restabilize these areas.
6. For additional requirements, sets the approved erosion
and sedimentation permit.
VEGETATIVE STABILIZATION
PER SEEDING SPECIFICATIONS
2' MIN
1
LINE CENTER OF SWALE W/
SOD (PINNED TO PREVENT DISLODGEMENT)
BOTTOM WIDTH (B)
B-0 TYPICAL
B-4 SWALE 2
(BETWEEN LOT 9 do 10)
5:1 SWO1.0
METER TO BE-
4" CLEAN OUT
SET BY COUNT
BRONZE CAP
CORPORATION
` '
COPPER METER SETTER WITH
STOP, MUELLER
H15008 OR
3/4" PE SDR 9
ANGLE STOP AND LOCK WiNG
(FORD V-�72-82) OR MUELLER
v
APPROVED OR
SERVICE TUBING
H14008-99010)
EQUAL
SUPPORT METER BOX ON 6 BRICKS
SUPPORT SERVICE LINE
WITH 4" SAND BEDDING.
ON TAMPED EARTH
STONE NOT PERMITTED.
90' BEND
" - 1/8 BEND
0 0°
"-SUPPORT SERVICE LINE ON
TAPPING SAOD
°
UNDISTURBED SOIL
IF REQUIRED
IN LINE WYE (_SERVICE SADDLE
NOTE:
ALL REFERENCES TO SEWER
°
°
WYE MAY B �p ONLLY IF
SERVICES ARE NOT APPLICABLE
APPROVEDYUTHE DIRECTOR)
MINIMUM SEPARATI
18" iF LATERAL
#67 STONE OR APPROVED
SEPARATION LESS
BEDDING MUST ENCASE
THAN 10'
SERVICE CONNECTION
Water Service Detail
NO SCALE
EXISTING ROAD
PLAN ViEW
COn truction S•s gecifications
1. Stone size - Use MSHA size No. 2 (2-1/2* to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use
crushed stone.
2. Length - As effective. but not less than 50 feet.
3. Thickness - Not less than six (6) Inches.
4. Width - Not less than full width of all points of
Ingress or egress, Minimum of 12'.
5. Washing - When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods,
S. Maintenance - The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or deonaut of any measures used to
trap sediment. Ail sediment, spilled, dropped. washed or
tracked onto public rights -of -way must be removed
Immediately.
Temp. Construction Entrance
NO SCALE
RIP RAP
(TYPE PET
PLAN)
,, :•,':.+.'•:�r::•ti • t1/2" MESH HARDWARE• CW7)+ . .
MIN
EME
MMON
M"
mmm___
'; ».• .s .
'i ' '., '
. .:.:
#5 WASHED STOIIE ' r '.� ;:: �•
PLAN
HARDWARE CLOTH
gtSHED �
aoa�asa
I I I•--i 11-I i I --I I I -I ! I ---I
P1�2!'!'LJ
V1CIfG
t i 1�-1 i 1-.1
i 1--1 i 1=
��� Mt~R
�•. • r ,. W
.r! i►
�rwwY•�E�
�,li(•�ICeYw+
PLAN MEVd
SECTION A- A
DOUBLE CONCRETE BLOCK FILTER
AROUND CATCH BASIN (D-6)
NO SCALE
CRETE
CK
e a_
INLET
SET STAKE
AT CLEANOUT
LEVEL
Sediment Trap Detail
NO SCALE
BLLOOCKINGNSHHALLLL B USED SED `•--� `� "TAP�LINE NG ISDNO MORE THAN 1/2 SED A.
AS FOOTING FOR DUCTILE OF LINE BEING TAPPED.
IRON PIPE. PVC PIPE SHALL
RCONCRRerE FOOTINGS PLAN
VE
FITTING
ELEVATION
NOTE:
1. CONCRETE SHALL NOT CONTACT BOLTS OR
ENDS OF MECHANICAL JOINT FITTINGS.
Tapping Sleeve & Valve
NO SCALE
WELDED WIRE FENCE 4" SPACE. TOP
AND BOTTOMWiRES ARE 10 GUAGE
MIN., INTERMEDIATE WIRES ARE 12
GUAGE MIN. EXTEND FENCE 6" INTO
EXCAVATED TRENCH -----�
VARi€S)
I
2' MINIMUM
(MORE DEPTH REQ.
FOR UNSTABLE SOILS.)
FILTER FABRIC-MIRAFI 100x OR EQUAL
•
FILTER CLOTH IN 3'-0" WIDTH.
SECURE TO FENCING. EXTEND FABRIC
•
12" INTO EXCAVATED TRENCH, NO
BURLAP WILL BE PERMITTED.
NOTES:
1. BRACE POSTS AT LOW AREAS.
2. NORMAL SPACING OF STEEL POSTS IS
W-0" MAX. REDUCE TO 4'-0" NEAR LOW
AREAS. VARIABLE SPACING AS DIRECTED BY
PUBLIC SERVICES DIRECTOR.
3. ALL POSTS SHOULD BE 90' TO THE
NATURAL GRADE. MAX IS 110'.
4. TOE IN BACKFILL INTO TRENCH AND
COMPACT THE SOIL FIRMLY TO ANCHOR THE
_
BOTTOM OF THE SILT FENCE SO THE RUNOFF
IS FORCED TO GO THROUGH THE FENCE. NO
------ - - =
RUNOFF IS TO FLOW UNDER THE FENCE.
5. TO INCREASE STORAGE CAPACITY AND
PROLONG LIFE OF THE SILT FENCE, EXCAVATE
A 6"x8" SEDIMENT TRENCH UPHILL ALONG
'
THE LINE OF POSTS WHENEVER POOSSiBLE.
6. TOTAL DRAINAGE AREA FLOWING TO SILT
I 0111. f',
FENCE MAY NOT EXCEED 1 ACRE/100 LFr OF
i I f i (! ' !
SILT FENCE.
7. SILT FENCES SHALL NOT BE USED AT PiPE
lRtl;7=7, '
OUTLETS OR IN AREAS OF CONCENTRATED
-""" FLOW (CREEKS, DITCHUNES, SWALES, ETC).
SELF FASTENING 1.33
PER LF STEEL POSTS
Silt Fence Detail
NO SCALE
Per it iNOT RELEASED, FOR C NSTRUCTION
i���, et
QWEBIDEYELOPER:
RONALD s sled SAUCIER
DETAILS
WILMiNGTON, NC 28540
910-617-7261
PREPARED FOR
BURTON INDUSTRIAL PARK
SECTION CIF PHASE 1
PREPARED FOR
SOUTHEASTERN PRESCHOOL
EDUCATION CENTER--( SPEC)
TOWNSHIP TOWNSHIP COUNTY COUNTY, NC
J If
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
Y k S R F
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
DATE: JULY 1, 2008
f.
PHONE: [phone]
SCALE: NTS F.B.769 PG. 12
JOB #}�2810027 FILE NAME: SPEC OCIP
!p.
SHEET 3 OF 6

LE DOUBLE a- 10YR STORAGE
GATES 0 (ELEV 33.12)
d`
8 SY CL
"B" STONE
8' VINYL COATED
CHAIN LINK FENCE
(GREEN OR BLACK)
35
O
0©
Do
m�
y- N
Q m >
W J W
oW
36----
o�
a
EMER. SPILLWAYO
(ELEV 33.37)
30'
_LWAY
SEEDBED PREPARATION NOTES,
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN,
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP, TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHWN, SHALL BE REASONABLY SMOOTH AND t.IFORI~'t,
4. IF NO - SOIL TEST IS TAKEN,FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE, IN ADDITION, PROVIDE 15 LBS/1000 S.F, OF SUPER
PHOSPHATE.
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DURING SEEDBED PREPARATION.
34
100YR STORAGE
(ELEV 33.37)
37
VEG. SHELF 2
0
30 31
18 -
27
26 25----
MAIN FOND BOTTOM ELEV. 24.00)
26 25
227 8
�3v 29 UU TLET
STRUCTURE OUTLET
NORMAL POND (ELEV. 32.00) 15" CMF
�%
33—\
i 1~ 34 'S
35 - zs---
------ o--.--.-o--.-o
34 �� �.►j�/ ANTI —SEEP
LINE SPILLWAY COLLAR
W/ CL "B" STONE 1.5" STORAGE
IL
(ELEV 33.07
Treatment Pond - Plan
Scale: 1" = 30'
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE,
AFTER PERMANENT GROUNDCOVER iS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND
REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY "OVER —EXCAVATE" THE POND
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER
PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO
DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE
PROVIDED.
Extend liner to the lesser (lower)
of the SH WT or 100 Year Elevation.
C7' S.H.W.T.
�lElev.
LINE SWALE
W/ CL "B" STONE
PRE -FORMED
SCOUR HOLE
CONSTANT POND SURFACE AREA 11,026 S.F. @ EL= 32,00
1.5' DESIGN SURFACE AREA = 13,911 S.F. @ EL= 33.07
APPROX. TOTAL POND VOLUME = 37,189 CF
ACTUAL FOREBAY VOLUME = 8,110 CF (21.8% OF TOTAL VOLUME)
ELEVATIONS
SCHEDULE
LOCATION
'A1'
DESCRIPTION FL
MAIN POND BOTTOM
EVA_ T_ION
84,000
'A2'
FOREBAY BOTTOM
24.00e
'B'
PERMANENT POND
32.00
'C'
TEMP, STORAGE
33.07
'D'
10 YEAR STORM
33.12
'E'
100 YEAR STORM
33.37
e INCLUDES
REQ'D 1' SEDIMENT STORAGE
ZONE
Outlet Structure
(See Detail)
Elev, "E" 3Elev. " " 10 storm
(100 yr storm) ` ti - _ °' 1 Elev. "D" 10 storms f 3 `�.
1 > Veg. Shelf
. Elev. "C" 1-1 2" "Sto a Elev.
Inlet Pipe (Size & Elev. "B" 10
Material per Drainage Plan ,.`♦`,,.`.•.. " " Permanent Pond
+ Elev. B
a, ..
Undisturbed..�`:• _ _ _ _ . _ _ _ `i♦:`♦ t v+ Draw Down Orifice,,---
::.4+ . _
2 _ _ , ° Assy. (See Detail) ' ' ♦.:
+. .r• ♦.
Native - _ - •`•'_ . _ - `N o •`````_ -
Material - - '
`+• `♦ 0 VJ a ♦`
`.. + ,
::. Elev. "A-2" •` `� '�`�:•♦ Elev. "A-1" Bottom +•+ "{+'-
)verexcavate" Pond by 24" and . •♦• o om .,. - , , . ♦ , .. `. .. ♦ .... , . , ♦ . ♦ .... _
_
a ♦ . , .
Ickfiil with 12" compacted cloy i _ - 7 . _7, - - - - _ 7 _ - _ - :. _ - - - _
GENERAL SEEDING SCHEDULE
NOTE, ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDED, VEGETATIVE
SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE
VEGETATION.
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY,
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
WHERE SLOPES EXCEED 4%.
MATERIAL APPLICATION RATE
LIME 2 TONS/ACRE
20% SUPERPHOSPHATE 600 PO S/ACRE
FERTILIZER(20-10-10) 1000 POUNDS/ACRE
APRIL - JULY
FESCUE, KY-31 50 PONDS/ACRE
BERMUDA (HULLED) 10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (UNHULLED) 20 POUNDS/ACRE
RYE (GRAIN) 25 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-31 50 POUNDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TACK 300 GALLONS/ACRE
NOTE+ OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED,
Embankment shall be constructed of uniform native material (free of
excess slit, rock or gravel, debris or vegetative matter) compacted to
95% of maximum dry density in accordance with ASTM D1557 (8"-12"
Lifts)
8' Min
Berm
Emergency Spillway (Elev. per Site Plan)
—
♦ i
4 + ♦ —
, ♦`++♦` _
♦ ! + i —
♦ +`
+.,, -
Outlet Pipe (Size per Drainage Plan)
\—Anti-Seep Cottar \—Outlet Protec
(See Detail) (See Erosion]
Pona uimensions & Layout
Scale: 1" = 30'
VEGETATED SHELF PLANTING SCHEDULE
bj ! PLANTING SCHEDULE APPLIES ONLY
TO VEGETATED SHELF AND VEGETATED
FILTER.
SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
PRIOR TO PLANTING. PLANT ANY TWO (2)
OF THE FOLLOWING SPECIES WITHIN
THE LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN
ONE PLANTING PER SQUARE YARDi
-
SCIENTIFIC NAME '
Peltandra virg$l�nla
COMMnN NAME
Arrow Arum
Saggltarla tatifolia
Arrowhead/Duck Potato
Andropogon virginicus
Broomsedge
Andropogen glomeratus
Bushy Beardgrass
Ceratophyttum DWQersum
Coontait
Scfrpus pungens
Common Three Square
Lemna spp.`
Duckweed
Saururus cernuus
Lizard Tait
Hibiscus moscheutos
Marsh Hibiscus
Pontederta cordata
Plckeretweed
Potamogeton pectinatus
Pond Weed
Leersia oryzoldes
Rice Cutgrass
Carex spp.
Sedges
Scfrpus vatidus
Soft Stem Buttrush
Potygonnum spp.
Smartweed
Juncus effesus
Soft Rush
Nuphar tuteum
Spatterdock
Panicum vergatum
Switchgrass
Acorus calamus
Sweet Ftag
Etodea canadensls
Waterweed
Vatisneria amerlcana
Wild Celery
Zizania aquatica
Wild Rice
NOTE VEGETATED SHELF PLANTINGS
Contractor SHALL include vegetated shelf plantings into his scope of
work. These plantings shall be installed immediately upon completion
of fine grading activities. Upon installation of selected species,
contractor shall fill pond to normal pool QQ. shall be responsible for
periodic irrigation of plantings to ensure their survival. Ena__inAer
�AhhOT certify. this stormwater facility -until such time-ssalan inas
are installed and demonstrated __viable.
OWNER f ��EVELOPER:
RONALD SAUCIER
165 VISION DRIVE
WILMINGTON, NC 28540
910-617-7251
C� C�1�8 0'89)
NOT RELEASED FOR C NSTRUCTION
STORMWATER POND DETAILS
OF
BURTON INDUSTRIAL PARK
SECTION OF PHASE 1
PREPARED FOR
SOUTHEASTERN PRE—�CHO�L
EDUCATION CENTER— SPEC
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE &ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONViLLE, NC 28540
PHONE: [phone] DATE: DULY 1, 2008
SCALE: AS SHOWN F.B. 769 PG. 12
JOB # 2810027 FILE NAME: SPEC—OCIP
SHEET 4 OF 6
0

"Spot" We!
"Spot" Weld TviD.
Bar Stock '
1-1/2" Steel End Bar
ti it
12 x 1 4
el bar @
We I all Typ.
Steel
Frame C(
les
re
Grate & Frame / Trash Rack_
No Scale
10' Vegetated Shelf
5
tz
W
Z 5-011-Sguare 6" Min
U)
E -0 Typ..
1
(A
120 W Grate &—tal) 0 Frame
_7!fe- (.— - Q)
ff64-j
>
<
<
--j
Draw -down Orifice
Assy. (See Detail) I
Z
C/ CMP
Outlet Pipe
Trash Rack 4 Gratel Not -el Not
(See Detail) I Show6 for
Cla ity
Excavate area around
cr- e ossernbly as +c
No 5 Bar "UStro "
provide unrestricted flow p
I- t - - - - - - - L - - - - - - - - - (Coat w.1 Bi-tumastic)
[--� N-1
K�r
TOPVIEW
10' Vegetated Shelf
51-0"
6" Min
5P-00' Squar
Typ..
Grate & Frame
Top Elev. "E'LlICO yr storm) ,-(See Detail) No 5 Bar "U" Strap
E le v. " D (10 �r storm. e (Coat w/ Bitumastic)
Cont. Grout . . ..... 77
/Sea!
Trash Rack -Precast Weir
(See Detail)
Elev. "C" (Storage Elev.) 1--�" i
Precast Hole
-down Orifice for Outletj Pipe-,,--, CMP Outlet Pipe (Size per
Draw
7
Aczq (qpp r),Z+.1,I) Pre/ -as W In Drainage Plan)
Elev. "B" (Permanent Pond)
for Orilice Ass;
c7o-77t. G47 Seal
1'- 6
Floor
: Z C cr4te Ballas
t
6 Min.
Anti -Float Block
8 5L Stone(4
CY Concrete)
X-T Y-1 Y-Y Ay
Exr
-avot e area arout
I&OV`Excavate area around orifice
to
ly to
pond Js
assembly as r)ro
provide
unrestricted flow (Hatch Area`
Ease S!ab 6'-4" Square
SECTION A-1
1/4" Steel
Plate
10 54" Min, I
Anti -Seep Collar
No Scale
NOTES
1) OUTLET STRUCTURE SHALL BE
PRECAST SQUARE STRUCTURE AS
MANUFACTURED BY CAPE FEAR
PRECAST CONCRETE, INC. OR
EQUAL.
3) PRIOR TO FABRICATION OF
PRECAST STRUCTURE OR STEEL
GRATE & FRAME/TRASH RACK,
CONTRACTOR SHALL PROVIDE
SUMBITTAL DATA (SHOP
DRAWINGS) TO ENGINEER FOR
REVIEW AND APPROVAL
ELEVATIONS
SCHEDULE
LOCATION
`Al'
DESCRIPTION ELEVATION
MAIN POND BOTTOM
24.00*
#A2#
FOREBAY BOTTOM
24.00m
#B#
PERMANENT POND
32.00
#C#
TEMP. STORAGE
33.07
*D'v
10 YEAR STORM
33.12
#E#
100 YEAR STORM
33.37
INCLUDES
REO'D 1' SEDIMENT STORAGE
ZONE
Berm Tol
.1�
Errerqencv ScOlwo
1 4 a r
Anti -Seep Cc''
(See Detail)
6" Clean -out Cap,". 10" Outlet
Storage Elevation,7, Structure
Elev. "C" ✓ Wall
M
> L)
0
Uj >
Uj a-
72
CD 6" PVC
Tee
6" PVC
Permanent Pon
Elev. "e,
6" in.
:1M Cont.cGrout
Seal
6" Cap wx,,�,�
1.5" Drilled Hole
Draw Down Orifice Assy.-
No Scale
PERMANENT SOIL REINFORCING
MATTING (US FABRIC TRM12 OR
EQU AL)
DITCH OUTLET
Tr)D OF BANK
SWALE _CENTERLINE
TOP OF BANK
SQUARE
PREFORMED
SCOUR HOLE (PSH)
(RIP RAP IN BASIN
NOT SHOWN FOR
CLARITY)
PLAN VIEW
INSTALL LEVEL AND FLUSH
WITH SURROUNDING GROUND
SEED AND MULCH PER
SEEDING SCHEDULE AT
INSTALLATION
DIMEN " S 10 N S)
E3 = 6'
D = 1 .3,3'
W= 4
d=3
DITCH OUTLET PERMANENT SOIL REINFORCING
/MATTING (US FABRIC TRM12 OR
EQUAL)
ANK D(l 6"MIN) all NATURAL
GROUND
12"TUCK/
CLASS "B" STONE LINER B
6" THICK WITH FILTER FABRIC
SECTION A -A
Preformed Scour Hole
6" Min,-. - 0-Sauare -6" Min.
24"
-.0
Wier (NTS)
Berm To
Lmercen�c- Spi!Iwoy-,-­-
Trash Rack
(See Detail)
Precast Hole
for Outlet. Pipe
Precast Hole
for Orifice Assy-
Typ. Bottom Flev,
at Structure Location
Excavate area around orif--e--.,—
assembly as to provide
unrestricted flow (Hatch Area),
Outlet Structure Details
No Scale
a-
� Top Elev.
"E" 100 yr storm)
Elev. Do'
(10 yr storm.)
/00
I A I
7 Elev. "C"
(Storage Elev.)
SS�4,ja,
14
Id a. 7.
4,1
J
Elev. B
Permanent Pond
A. 11Z 4116' 4'.
Floor
T
8 No. 5,7 Stone
s e S=gib 6-4" Square
SECTION B-1
OWNER ZQL\ILQPER:
RONALD SAUCIER
165 VISION DRIVE
\MLMINGTON, INC 28540
910-617-7251
STORMWATER POND DETAILS BY:
r
Cr stal Coast En ineerin P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] -- FAX: [phone]
No Scale
I U) no r)
0
NOT RELEASED FOR CONSTRUCTION
STORMWATER POND DETAILS
OF
BURTON INDUSTRIAL PARK
SECTION OF PHASE 1
PREPARED FOR
SOUTHEASTERN PR CH0L
EDUCATION CENTER— SPEC
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: JULY 1, 2008
SCALE: AS SHOWN F.B. 769 , PG. 12
JOB # 2810027 FILE NAME: SPEC-OCIP
SHEET 5 OF 6

I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENTS I SRO J}I
HEREON); THAT THE BOUNDARIES NOT SURVE /`''
CLEARLY INDICATED; THAT THE RATIO OF''��!/���
AS CALCULATED IS 1:10,000+; WITNESS,:�vilo'�' sla zz
ORIGINAL SIGNATURE, LICENSURE NUMBBft�tN EAL by •.
TIilS_...C__. DAY OF ..,_., 20_
---- SEAL
JOHN L. PI E P.L.S. L--2596 -=�,�C
u�
M.B.
= MAP BOOK
O.B.
= DEED BOOK
PG.
m PAGE
EIS
= EXISTING IRON STAKE
SIS
= SET IRON STAKE
EIP
= EXISTING IRON PIPE
ECM
a EXISTING CONCRETE MONUMENT
SPK
= SET P.K. NAIL
(BM)
= BENCHMARK (NGVD 29)
R/W
= RIGHT OF WAY
M.B.L.
= MINIMUM BUILDING LINE
C/L
= CENTERLINE
SL
= SECURITY LIGHT
PP
= POWER POLE
PPLP
= POWER POLE / LIGHT POLE
- E - E- = POWER LINE
CO
= CLEANOUT
WV
= WATER VALVE
WM
= WATER METER
FH
= FIRE HYDRANT
ST
= SEPnC TANK
SSMH
= SANITARY SEWER MANHOLE
TB
= TELEPHONE BOX
EOP
= EDGE OF PAVEMENT
DBL
= DRAINAGE BREAKLINE
c
= TRAFFIC FLOW EXISTING
■.fir
= TRAFFIC FLOW PROPOSED
FO
= FIBER OPTIC CABLES
FES
= FLARED END SECTION
z
= PROPOSED STEEL SECURITY LIGHT
SF
= SILT FENCE
W
= GUY WIRE
EB
= ELECTRIC BOX
+00.00 = EXISTING GRADE
0,,= = PROPOSED GRADE
TP
= TOP OF PAVEMENT
TW
= TOP OF WALK
Bg
= CONCRETE BOLLARD
= STOP SIGN
= HANDICAP PARKING SPACE
= DRAINAGE FLOW DIRECTION
= HANDICAP RAMP
APP1
(ym
= GRADING LIMITS ' I D.B. 1369, PG. 322
CB = CATCH BASIN D.B. 1365, PG. 322 a 3 i M.B. 36, PG. 152
01 = DROP INLET M.B. 36, PG, 152 3 3 s 36.0 + 3 . MEC�T tIIC
JB = JUNCTION BOX w 7. BOX
{.�
CTT = CAROLINA TELEPHONE
AND TELEGRAPH
DU&E = DRAINAGE AND UTILITY W
�+ = PARKING BUMPER EASEENTR/IN �a�* 7 + 5 5636 36.2 3s.5 2- Ran MY- I EIS
LINE TABLE
LINE
BEARING
LENGTH
L1
S70'20'34"W
140.42
L2
S30'58'13"W
97.35
L3
N46'57'32"W
40.89
L4
S40'04'49"W
151.60
L5
S7270'31 "W
73.57
L6
N81'25'31 "W
76.49
L7
S44'05'1 2 "W
70.21
L8
S87'52'14"W
119.18
L9
N35'20' 9"W
75.15
L10
N61 *11'55"W
42.27
L11
S75'13'42"W
144.78
L12
S30'57'40"W
87.24
L13
N46'58'05"W
38.69
L14
S40'04'15"W
160.77
L15
S72'19'57"W
67.31
L16
N81. 6'05"W
79.88
L17
S44'04'38"W
71.57
L18
S87'51'41 "W
107.87
L19
N35'21'03"W
71.41
L20
N61 *1;V 8"W
51.39
L21
N88'40'44"W
85.51
L22
N01'19'22"E
65.02
+ 34.57
+ 34.68
+ 34.57
ONSLOW COUNTY a 35.73 ONSLOW COUNTY
D.B. 1399, PG. 448 D.B. 1399, PG. 448
M.B. 35, PG. 20 M.B. 35, PG. 20
CURVE TABLE
CURVE
CHORD BEARING
CHORD
DELTA
RADIUS
ARC
TANGENT
C1
S43"42'02"
84.85
9'46"
60.00
94.24
60.00
C2
S02'5632"W
33.32
'1 ' "
600.00
33.32
16.67
42.58
r
�N
N
�il�t>5.14
�EPK
4')
42.1
38.99
• 41.78
OWN[R/DEVELOP
RONALD SAUCIER
165 VISION DRIVE
WILMINGTON, NC 28540
910-617-7251
CINITY MAP - NOT TO SCALE
EXISTING CONDITIONS AND
TOPOGRAPHIC SURVEY
Of
BURTON INDUSTRIAL PARK
SECTION OF PHASE 1
PREPARED FOR
SOUTHEASTERN PRE-�CHOL
EDUCATION CENTER- SPEC
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PPARBY
JOHN L. PIERCERE
&EASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] SATE: JULY t, 2008
SCALE: 1"= 60' F.B. 769 o PG. 12
JOB # 2810027 FILE NAME: SPEC-OCIP
GRAPHIC SCALE
so 0 30 so 120
240
REF: MB 56, PG 39, SLIDE M-633
PORTION OF DB 1399, PG 448
PORTION OF DB 1365 PG 322
z&I
( IN FEET )
1 inch = 60 ft,
SHEET 6 OF 6