SW8121017_APPROVED PLANS_20121031

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

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1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
2 3 4 5 h NOT TO USED
ON AN OTHER
OR COPIED IN WHOLE OR IN PART. IT IS NOT
I `XJ TO BE USED ON ANY OTHER PROJECT AND IS TO HE RETURNED ON
REOUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT,
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Line Table
Line #
Length
Direction
L1
236.301
S220 30' 17.77"W
L2
21.232
N21 ° 43' 16.43"W
L3
41.898
S83° 41' 03.93"W
L4
33.644
S420 09' 42.37"W
L5
19.795
N840 41' 23.08"W
L6
14.276
S200 40' 22.83"W
L7
16.236
N70° 20' 02.65"W
L8
24.392
N10 23' 43.46"E
L9
27,588
N720 55' 33.52"W
L10
40.441
N560 02' 23.93"W
L11
30.763
S570 41' 14.01"W
L12
27.822
S720 14' 04.33"W
L13
17.930
N14° 29' 45.05"W
L14
10.504
S760 29' 44.05"W
L15
23.572
N70° 50' 55.11 "W
L16
17.653
S660 47' 49.73"W
L17
16.373
N850 09' 54.58"W
L18
21.744
N190 18' 23.71"W
L19
18.754
N480 13' 45.12"W
L20
12.169
S30° 04' 23.1 1"W
Line Table
Line #
Length
Direction
L21
14.576
N730 16' 23.77"W
L22
13.224
S680 01' 20.61 "W
L23
43.644
N430 35' 36.58"W
L24
15.106
NO° 38' 54.97"W
L25
13.447
N770 46' 06.07"W
L26
37.625
S840 31' 01.74"W
L27
18.529
N540 43' 20.00"W
L28
22.999
S530 32' 04.87"W
L29
11.554
N460 47' 44.18"W
L30
22.143
N370 14' 12.52"E
L31
34.720
N11° 57' 36.49"W
L32
21.348
N61 ° 52' 23.53"W
L33
37.247
N860 28' 02.72"W
L34
13.598
S70° 26' 45.18"W
L35
398 . 8 3
N47° 40' 18.31"W
L36
21.080398
S790 15' 39.47"W
L37
10.373
S430 49' 27.57"W
L38
9.325
N67° 52' 07.86"W
L39
11.813
S740 44' 07.88'W
L40
57.473
N550 05' 45.68"W
Line Table
Line #
Length
Direction
L41
33.667
S890 42' 01.73"W
L42
110.462
N82° 08' 20.26"W
L43
84.458
S600 45' 13.13"W
L44
15.341
S520 25' 12.65"W
L45
20.489
S840 04' 42.27"W
L46
77.785
N71 ° 10' 02.44'W
L47
406.998
N 1 ° 19' 40.07"E
L48
1098.662
S880 40' 12.27"E
L49
431.793
S13° 22' 26.19"W
Curve Table
Curve #
Length
Delta
C 1
94.250
90.0021
�R •�� "'8�� - � �'- ��: � �-.� �- .✓ / r `- ?� 71--'--- - -- � .. �� �' i :b 1j I i• � �� i v v v � I A � ;}`
.........'.' •:................���' :...�"'`,..,�•` - - - �`_ _ �> W "" '. • ,• �^t ``; !� i\ NOTES:
.� ..�►'�.. � J\ ..............:.. .... �- � --� ',qQ _ =' fi:'T.":`"�}"':a:' ....: •�.'.'�\ \
� ........� 9 ........................... ' .':: �~y "CLI== - _ - =,z- --- -- "•I ........,..,...........,. � ; . ''
�•, , , , • , , , , , , , , • , , -�,•� , ,k•"�-- _ -_ - .�••-�`%�a• • • • • • • •• �.r • • • ., � 1. DEMOLITION WORK REQUIRED TO CONSTRUCT SITE
1,
� o
a
t3 �
Q
CU
Z �
NORTHWEST CORRIDOR BLVD.
AOH ,a.
CO
O J�,7
r
m'
PROJECT AREA
e
MAP OF PROJECT AREA
1"=1,000'
• ' • ` `- • • " • • • • • • • • • • • • • " ~'- ' \ IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR.
..".,, :�.� 'ramA, .1>.' `rt.. ..,. � A�� \16",:f/%
�` • • L1 C 1 .....'.: •i.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.':';'<'.'.'.'.'.'.'.'.'.'.. 2. MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN
7
0 " " " " " . " " " " ' " ORDER TO CONSTRUCT THE WORK SHALL BECOME THE PROPERTY
............................ • 1 OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF
L9�• ............../� OFF -SITE.
•,•,•,•,'••,',•,'••,',•,.. ' 3. CLEAR ALL WOODED AND VEGETATED AREAS THAT LIE WITHIN THE
LIMITS OF DISTURBANCE EXCEPT AS OTHERWISE NOTED,
PROPERTY 4. PROTECT EXISTING TREES TO REMAIN.
BOUNDARY (TYP.)
LIMITS OF DISTURBANCE 5. SITE IS WOODED. TOPOGRAPHIC SURVEY LOCATED ONLY
430,173 SF (9.88 AC) INDIVIDUAL TREES MEETING THE FOLLOWING CRITERIA:
HARDWOODS - 8" AND LARGER
CONIFERS - 12" AND LARGER
"
LIMITS OF DISTURBANCE
TREE PROTECTION
PROPERTY BOUNDARY
404/401 WETLAND LIMIT
PERMANENT EASEMENT
� LOD � LOD �=
FLOWERING - 3 AND LARGER
6. SOIL TYPES:
AuB - AUTRYVILLE LOAMY FINE SAND
BaB - BAYMEADE FINE SAND, 0 TO 6 PERCENT SLOPES
MaC - MARVYN LOAMY FINE SAND, 6 TO 15 PERCENT SLOPES
7. PROJECT IS LOCATED IN THE WHITE OAK RIVER BASIN
8. ALL ADJACENT PROPERTY OWNED BY ONSLOW COUNTY.
9. WETLANDS DELINEATED BY PITTMAN SOIL CONSULTING AND
USACE JURISDICTIONAL DETERMINATION ISSUED 08/28/2012.
GRAPHIC SCALE �
0 20 40 80 120
SCALE: 1 "= 40'
Cj
C
E
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT -15 BURTON
INDUSTRIAL PARK
Vw
DICKSON
community infrastructure consultants
909 MARKET STREET
ALMINGTON, NC 28401
[phone]
Office Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
1111111�f,, ,
N C
_ No.028597 _
APPROVED &ice 7
NOM CAROUNA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER OUALITY
CHARLOTTE SHELBY
1230 WEST MOREHEAD ST. 201 WASHINGTON ST.
SUITE 400 SUITE 200
CHARLOTTE, NC 28208 SHELBY, NC 28151
7041731-7000 704/406-6000
GH RALEILEXINGTON
RAL GH WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919/573-6400 803/356-0507
F EXISTING
CONDITIONS AND
DEMOLITION PLAN
SHEET TITLE
20120084.00.WL CONSTRUCTION SET
PHASE
PROJECT NUMBER
1
1
3
0
5
7
8 10.26.12
RELEASE DATE
C101
SHEET

��
Ell
5
on
7
0
1
W
A 01, -- -- __ __ __
Q'
Q I
it 3
I
N: 378544.76 r
E: 2455025.36 N: 378446.26
CL ROAD INTERSECTION N: 378534.02 E: 2455607.47
E: 2455487.77 CL ROAD INTERSECTION SHEET PILE WALL CORNER I _.
-------------NORTHWEST
CORRIDOR BOULEVARD (SR 2133
_ (200' R/W)- Z
e
E ,
N: 378341.84 :- N: 378431.59
N: 378448.69 o0
N: 378442.32 CO
E: 2454748.56 E: 2455466.27 � I .
-'E •, v ti r) E:2455485.20
E:2455022.98 q r ,y
a RETAINING WALL r a N: 378448.29 -
- E:2455519.87
B f r� - - - - - - - - _ _ _ _ _ _ SHEET PILE WALL CORNER
TT77
FTT
T777777771
3-77- - - -- RIVtiI - -- -_ -- -- _-
/ TT
I +
N88° 4 ' ' I N: 378354.79
fl 12 W E: 2455518.70 N: 378368.92
_ _ _ 58834.2T__' N - - _ S88° 40' 12"E Y _ - - ° „ SHEET PILE WALL CORNER rr E: 2455757.26
274.50' S88° 40' 12"E S88 40' 12 E N: 378366.28 RETAINING WALL
a \i 211.45 � 41.02' - - - -
v o d'° < , 175.60' E: 2455605.62
_TT 77
,� N: 378331.08 r
80 E: 24555fl6.14 SHEET PILE WjLL1J11N1-__1"'1 r
-o`*, o f:; .` ® ® ® ® ® ® ® ® ® ^O RETAINING WALL + r
Co
' a " ` a N: 378352.78
� � � � �� ''` "° I w o� • � N: 378362.99
11 I • T r
E: 2455605.30
i
_ N88 4fl 12_W _ �`` `s ' ' _.Cl) SHEET PILE WALL CORNER `�\ E: 2455747.12
274.49' - - - - S �'' _ _ 36 N88° 4 ' \ SHEET PILE WALL CORNER
0 12 W`.
- - - - -___ r
+ r o�=
150.78' N. 37$310.$1
'n
E:2455505.67 �
o s s RETAINING WA
N: 378372.18
Q N88°40'12' 1:
r- rO 0 ; E: 2455458.99 N: 378312.59 �� r
r I ran ho E: 2455625.49 k
N: 378379.22
I W � � r _ N88° 40' 12"W _ N8$° 40' 12"W N � �� ° � E: 2455119.80 ��;�'l``' `� SHEET PILE WALL CORNER
- _ _ _ 88 4fl 12 W - N88 40' 12 W N: 378301.77 r '
94.49' �� 60.00' N:378341.10 "
.-. 60.00 60.00' � N: 37$377.29 � N: 37$329.99 , E: 2455617.74 s,
r Q r ____--_-- -- I I E: 2455203.25 E 2455253.69 E: 2455456.29 N. 783 1 RETAINING WALL N: 378213.07
m I --_____,.__ _ __- l i � BLDG. CORNER � RETAINING WALL � • 245 •8$ E: 2455772.95
� N: 378345.42 o N: 378304.22 .. �.r
r I I cr E: 2455067.74 M a� RETAI ALL E: 2455511.96 STORNI�►f� ATER SHEET PILE WALL CORNER
C 0 BLDG. CORNER z RETAINING WALL
Cn r N:378328.72 I ° N:378304.02 POND
h ^ N.378213.13
i r f E: 2454745.77 i o N: 378222.82/ps N: 37$315.11 E: 2455520.64
j I �• i I E: 2455405.01 0�� o: E: 2455516.77 RETAINING WALL r E: 24557$4.10
i + Io �' Co I f ONSLOW COUNTY "o RETAINING WALL co`� SHEET PILE WALL CORNER N: 378203.67 a r RETAINING WALL
r = I + I I o ao st b rn N: 378302.56 E: 2455665.28
r i I o o a' GOVERNMENT CENTER N: 378219.99 E: 2455583.71 SHEET PILE WALL CORNER
E, 2455416.42 r
i , RETAINING WALL
88775SF z oN �
° a ' tr RETAINING WALL r
r o Co N: 378353.10 N:378204.53
r o co N: 378181.00 a. N: 378210.44
r" r rn E:2455782.T2
E: 2455364.77 II Ir E: 2455397.20 E: 2455591.81 RETAINING WALL
r I �I-� SHEET PILE WALL CORNER r
+ RETAINING WALL r
N:378192.42
E: 2455413.57 N: 378118.72 N: 378167.34
RETAINING WALL E: 2455534.77 E: 2455765.60
Al"!I
N: 378135.31 co rr SHEET PILE WALL CORNER
/ I ® is E: 2455361.35 rr `"� N: 3781 N: 378137.37
r + rr ro. 73,47 E• 2455553 93
N88° 40' 12"W L WALL
r _ _ �_N88° 40' 12"W �N88° 40' 12"W ® , : __..._r ry RETAINING WA RETAINING WA
WING L - .
' 6 58 •�
r 60.00' 60,00' 60.00' RETAINING WALL
RE �- -- r
Ir
r j 89=3y„� S64° 58' 48"E
26.51'
r CLO,�3s0 N: 378196.63 rr
l �g1 �3, S w E: 2455656.14
N88° 40' 12 W �;' �64°S ':- RETAINING WALL N: 378185.53 N: 378167.08
fei�FX� Jul E: 2455672.05 r E: 2455717.71
- ---sue-
r I 1 + r N:378182.57 N:378068.38 21.66' oG e 5�48"
I r N: 378178.39 °' E' 2455094.98 N: 378138.04 ��N: 3455377.2 S96, - F '' N: 378108.08 RETAINING WALL r SHEET PILE WALL CORNER
78128.66
E: 2454836,90 E: 2455Q16.85 BLDG. CORNER E: 2455273.32 E: 2455377.26 M`
I % N: 378141.53 `� o ' E: 2455580.94
�I_
RETAINING WALL tiS ° BLDG. CORNER '
I r . N: 378083.43 O S r E:2454816.43 ���
❑E j RETAINING WALL N: 378065.63 v o00 E: 2455353.39 N: 378079.06 ^ �0' r
N: 378136.75 E: 2455213.62 r °'/rO r8 0
BLDG. CORNER uaj E: 2455470.90 �/ y`� s B' N: 378049.26
r __ I E: 2455022.64 a ' RETAINING WALL ' N: 378052.94
I I r---------------------------+ RETAINING WALL z S°
f ry N E: 2455677.69 r E. 2455692.81
S88040'12"E f: ,�� �2, BLDG. CORNER r
N: 378074.00 0 0y„� RETAINING WALL
�i' ,hE: 2455471 A3
i r N:37810$.51 1'' ,1. l' Q9° tN:378097.83 N:378030.51
r E: 2455044.97 \� °O 0o RETAINING WALL`
RETAINING WALL N: 378051 1 E: 2455574.71 r
r E: 2455679.17
$'"�� x� N: 378123.75 S6, �pj� DO/oo' ssr9° RETAINING WALL
E: 2455343.$8 gyp, F �, 2 ,E: 2455 8.84
RETAINING WALL �\8p?� RETAI NG WALL STORAGE BDLG.
\ N: 378037.83 0,590 S F
_ N:378052.69 E:2455314.40 O,p \ r
N: 377971.45
r E: 2455081.40 - - p0�t�` N: 377989.85
+ RETAINING WALL �. ��''"" �: E; 2455462.84 E: 2455643.26
RETAINING WALL
r
N: 378050.39`
E: 2455180.57 N: 377942.79 `
r I RETAINING WALL N: 378001.55 � � E: 2455477.86 M
r N:378087.01.
1 N: 378037.39 E: 2455258.43 N PAD CORNER
! RETAINING WALL E: 2455401.36 °O�O N: 378028.13 /
f E:2455180.27 ti O.O• E:2455532.34
r r j RETAINING WALL t RETAINING WALL �� ro BLDG. CORNER rr
f N: 377969.31
r +f i E: 2455629.09
N: 378002.21 N: 378052.87
J I r E: 2455280.12 E: 2455452.90 . : f r BLDG. CORNER
! r RETAINING WALL / RETAINING WALL sk I N: 377959.96
r - - - - E: 2455506.26
-
E r RETAINING WALL N: 377954.20
r r E:2455632.77
r 1 r N: 378011.65
r 1 E: 2455306.54 �� N. 377942.21 / RETAINING WALL
1 I RETAINING WALL N: 378028.38 E: 2455527.01
' r E: 2455474.65 RETAINING WALL r
I r RETAINING WALL �� ` N: 377927.59 „�
N: 377922.81
E: 2455464.86 N: 377929.80
N: 378032.66 PAD CORNER E: 2455528.53 �
r E: 2455493.06 RETAINING WALL r
E: 2455503.71 N: 377944.25 /' PAD CORNER
r RETAINING WALL E: 2455423.84 `�-- -' -' 1 ,
' r N: 377905.37 N: 377914.60
r N:377881.57 �
' E: 2455480.06
E:2455430.85 E:2455493.27 �
I !! RETAINING WALL PAD CORNER RETAINING WALL
1_ I
r N: 377878.72 /
E: 2455476.45
! !! RETAINING WALL
z
F
GRAPHIC SCALE
0 20 40 80 120
SCALE: 1 "=40'
W
0
C
IC
E
1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECTOR OTHER
DRAWINGS OF THIS PROJECT.
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT -15 BURTON
INDUSTRIAL PARK
vw
DICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations: North Carolina
South Carolina
Georqia
NC LICENSE NO. F-0374
No.
28597
•'�:
CHARLOTTE
SHELBY
1230 WEST MOREHEAD ST.
201 WASHINGTON ST.
SUITE 400
SUITE 200
CHARLOTTE, NC 28208
SHELBY, NC 28151
704/731-7000
704/406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919I573-6400 803/356-0507
F OVERALL STAKING
PLAN
SHEET TITLE
20120084.00.WL CONSTRUCTION SET
PHASE
PROJECT NUMBER
1 2 3 4 5 6 7 8
10.26.12 C102
RELEASE DATE SHEET

1
I
A
2
Ell
5
6 � 7
HCR r / STEXISTING
ORMWATI=R
1
HCR
STOP 13 POND
I ffi ,
19 i/
TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP INLETS OR ANY OTHER OBSTRUCTIONS SHALL BE REMOVED AND/OR RELOCATED IN ORDER TO
SITE DATA TABLE
SITE INFORMATION
CREATE AND/OR MAINTAIN THIS CLEARANCE AND SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE OF
BUILDING SETBACK STANDARDS
REQUIRED
PROVIDED
OCCUPANCY.
CURRENT ZONING:
H-IN (HEAVY INDUSTRIAL)
EXISTING IMPERVIOUS
0 SF (0 AC)
3.
ANY EXTERIOR LIGHTING SHALL NOT ADVERSELY EFFECT ANY TRAFFIC OR ADJACENT PROPERTY OWNERS.
FRONT
0'
109,
4.
ALL SIDEWALKS, NEW OR EXISTING, SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
ADDRESS:
234 NORTHWEST CORRIDOR
PROPOSED BUILT -UPON AREA (IMPERVIOUS)
5.
ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE AND LOCAL CODES.
BOULEVARD
SIDE
0'
356'
6.
ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL
ON -SITE BUILDINGS:
56,412 SF (1.29 AC)
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING
ONSLOW COUNTY P.I.N.:
435702696411
SIDE
0`
VARIES FROM 9V TO 105'
CONSTRUCTION.
ON -SITE PARKING:
164,493 SF (3.78 AC)
7.
THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE
PROPOSED BUILDING HEIGHT:
55 FEET
REAR
0'
VARIES FROM 58' TO 102'
AREAS.
ON -SITE SIDEWALKS:
8,193 SF (0.19 AC)
8.
CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY
LOT SIZE:
13.48 ACRES
PARKING REQUIREMENTS - 1 SPACE PER 300 SF GROSS FLOOR AREA
PROTECTED FROM DAMAGE.
OTHER ON -SITE:
9,512 SF (0.22 AC)
9.
ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
PROPOSED BUILDING SQUARE FOOTAGE:
88,775 SF
REQUIRED
PROVIDED
10.
DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
ON -SITE FUTURE
0 SF (0 AC)
11.
THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES.
PROPOSED USE:
GOVERNMENT OFFICE BUILDING
PARKING SPACES
347
400
12.
ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR
TOTAL
238,610 SF (5.48 AC)
(297 + 50 COUNTY VEHICLE)
DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.
NUMBER OF EMPLOYEES:
158
13.
CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS
% IMPERVIOUS:
40.6%
HANDICAPPED SPACES
12
12 (3 VAN ACCESSIBLE)
SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
14.
IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS
FLOOD ZONE:
ZONE X
WOUNDED WARRIOR
0
2
BE GIVEN TO THE ENGINEER FOR REVIEW NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION
THEREOF SHALL ,
OF THE ENGINEER.
F
15. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES. THE LOCATIONS OF ALL EXISTING UTILITIES ARE NOT DISTURBED AREA: 433,051 SF (9.95 AC)
NECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS INITIATIVE AND AT NO EXTRA COST, HAVE
LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE WETLANDS ON SITE: 51,524 SF (1.18 AC)
CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT "NORTH CAROLINA ONE CALL" TOLL FREE
1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
GRAPHIC SCAN.
16. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
o zo 4o so 120
17. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO EDGE OF GUTTER UNLESS OTHERWISE NOTED. WHERE CURB AND GUTTER ARE NOT
x
USED, DIMENSIONS ARE TO EDGE OF PAVEMENT.
SCALE: 1 "=40'
18. EQUIPMENT PADS ARE TO BE CONSTRUCTED PER MANUFACTURERS RECOMMENDATIONS. CONTRACTOR SHALL REFER TO THOSE SPECIFICATIONS FOR
z
DIMENSIONS AS WELL AS MINIMUM DESIGN STANDARDS.
0
C
X
E
1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2, MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT -15 BURTON
INDUSTRIAL PARK
INK
DICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
\\'y1111t111JI/
CA .
No. 028597
. sF'• l..
111111111\+\\
CHARLOTTE SHELBY
1230 WEST MOREHEAD ST.
201 WASHINGTON ST.
SUITE 400
SUITE 200
CHARLOTTE, NC 28208
SHELBY, NC 28151
704/731-7000
7041406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919/573-6400 803/356-0507
F OVERALL SITE
PLAN
SHEET TITLE
20120084.00AL CONSTRUCTION SET
PHASE
1 1 2 1 3
5
C.
7
8 10.26.12
_L) RELEASE DATE
C103
SHEET

0
0
C
u
E
Z � 3
Q l cc
a: 14
Q I r
. 1
U ; CENTERLINE OF EXISTING
ASPHALT ROAD
60
R/W
EXISTING EDGE
OF PAVEMENT
DRIVEWAY CONNECTION
TO EXISTING ROADWAY
SEE DETAIL SHEET C114
ORTHWEST CORRIDOR BOULEVARD (SR 2133)
loran--olur�_-----
W)
359'
24" CURB AND GUTTER
PARKING BUMPERS (TYP.)
7.0'
i
a
�
11
11
a
rn
R
I
18' 1212' 16.5' 11
a
! TYP. TYP.
I
R=5' =5 i!v2
4. 5' - -� �� _ _ _
R=5'
5.2'
24" CURB AND GUTTER
i
II
NIII
w
L
R1-1
(36" X 36")
--SIGN SIGN 101 (SEE 7' 0'
7—SPECIFICATIONS) - ---� -
- R=20� —
NOTE:
F 1 • ALL RADII ARE MEASURED FROM EDGE OF GUTTER UNLESS OTHERWISE NOTED.
2. REFER TO SPECIFICATIONS FOR ADDITIONAL SIGNAGE.
3. EXISTING SPEED LIMIT ON NORTHWEST CORRIDOR BOULEVARD = 35 MPH
n
1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART. IT IS NOT
8 TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
REVISIONS
LEGEND
.
CONCRETE SIDEWALK
TRAFFIC FLOW ARROWS
HANDICAP PARKING SPACE
404/401 WETLANDS AREA
®
PARKING COUNT
HCR ®
HANDICAP RAMP
GRAVEL
BRICK PAVERS
RETAINING WALL
R
x
GRAPHIC SCALE
0 15 30 60 90
SCALE: 1 "=30'
0
1
C
u
L
F
ONSLOW COUNTY
GOVERNMENT CENTER
LOT -15 BURTON
INDUSTRIAL PARK
vw
DICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
CA
No. 028597
' y•'•1NE'• J
CHARLOTTE SHELBY
1230 WEST MOREHEAD ST. 201 WASHINGTON ST.
SUITE 400 SUITE 200
CHARLOTTE, NC 28208 SHELBY, NC 28151
7041731-7000 7041406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919/573. 5400 803/356-0507
SITE PLAN
SHEET TITLE
20120084.00.WL CONSTRUCTION SET
PHASE
PROJECT NUMBER
1 1 2 I 3 I 4 I f 6
7
8 - 10.26.12
RELEASE DATE
C104
SHEET

5
I 6
RIW
1, THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART. IT IS NOT
8 TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
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CENTERLINE OF EXISTING ASPHALT ROAD
.EXISTING EDGE OF PAVEMENT
DRIVEWAY CONNECTION
TO EXISTING ROADWAY
SEE DETAIL SHEET C124
200'
--- -
4fi2.54' NORTHWEST CORRIDOR BOULEVARD(SR 21 - ____ � _ —.fig•_ 33)
(2007 R/W)
sfopi 24" CURB AND GUTTER (TYP.} R=30 R=30
PARKING BUMPERS (TYP.) STOP
51'
51' TURN DOWN STOP
� CURB (TYP.) END TURN DOWN I
ACCESSIBLE PARKING AND CURB BEGIN 24" CURB AND GUTTER 24'
SIGNING STANDARDS END fi" CURBIBEGIN 12' 12' R1-1
-- - 24" CURB AND GUTTER SIGN 102 " "
-- - - (SEE SPECIFICATIONS)
a 24" STOP BAR (TYP.)1 tl n I W ..... _._— _ _. -_ _ �_. R/W
o e — - SIGN 103 (SEE _
LEGEND
F :r-T
CONCRETE SIDEWALK
<—
TRAFFIC FLOW ARROWS
HANDICAP PARKING SPACE
404/401 WETLANDS AREA
®
PARKING COUNT
HCR ®
HANDICAP RAMP
GRAVEL
BRICK PAVERS
r---�
RETAINING WALL
SEGMENTAL CONCRETE BLOCK L- R=$/ Cb ` 10' CONCRETE SIDEWALK
RETAINING WALL WITH GUARDRAIL #2
z�� ` '�
W �Q' R=5' \ /
- R=5r
72• / TURN DOWN CURB (16' WIDE70,
� �• � ` \ � 8' MANUAL DOUBLE SWING
1 \ i -GATE WITH PADLOCK
i R=5' 'c
24" CURB AND GUTTER (TYP.)
0 f 10,
g
� SEGMENTAL CONCRET BLOCK s
SEGMENTAL CONCRETE \ 10 �O• ti ` RETAINING WALL WITH GUARDRAIL #5 g
BLOCK RETAINING WALL
WITH GUARDRAIL #3 \ ,
8' CHAIN LINK FENCE WITH `
3 STRAND BARB WIRE
NOTE: ` BLACK VINYL COATED (TYR) r �
1. ALL RADII ARE MEASURED FROM EDGE OF GUTTER UNLESS OTHERWISE
\ NOTED. ���� 20X20 CONCRETE PAD FOR - - - - - GRAPHIC SCALE
TOWER (BY OTHERS) 0 15 30 60 90
2. REFER TO SPECIFICATIONS FOR ADDITIONAL SIGNAGE. _
FENCE LAYOUT
3. EXISTING SPEED LIMIT ON NORTHWEST CORRIDOR BOULEVARD = 35 MPH.
4. SEE SHEET C126 FOR STORMWATER POND DETAILS. SEE SHEET C124 SCALE. 1 =30
FOR DETAILED _, � ''- � PARKING BUMPERS (TYP.)
DIMENSIONS �~�
_._
1
2
3
4
5
6
7
F.111
0
C
IC
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F
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT -15 B U RTO N
INDUSTRIAL PARK
vw
DICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
RT=
i.` ORJA '
= No. 028 9IN
CHARLOTTE SHELBY
1230 WEST MOREHEAD ST. 201 WASHINGTON ST.
SUITE 400 SUITE 200
CHARLOTTE, NC 28208 SHELBY, NC 28151
7041731.7000 704/406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919/573.WO 8031356-0507
SITE PLAN
SHEET TITLE
20120084.00.WL CONSTRUCTION SET
PHASE
PROJECT NUMBER
8 10.26.12
RELEASE DATE
C105
SHEET
2

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12" SANITARY
SEWER FORCE
MAIN BY OTHERS
7'
LIMIT OF 404/401 WETLAND
LIMITS OF DISTURBANCE
2,878 SF (0-07 ACRES)
1" BACKFLOW PREVENTER
ABOVE GROUND
LOD
1" IRRIGATION METER
SIGN
CO
'Po PIP
REMOVE EXISTING
BRICK SIGN 00 NORTHING: 377716.3
REMOVE S I N TEMPORARY EASTING: 2452305.7
EXISTING SIGN N
SILT FENCE LED SIGN
/ /= I
B ,t, ! BEGIN ORANGE TEMPORARY (SEE SPECIFICATIONS)
SAFETY FENCE p-6 12� CO
15" RCP
=11� \ \TEMPORARY
15" RCP
t
Now 48.00
007 INV EL. -INV EL. .. \ 15" RCP -'A 15" RCP <1
# A 4-
INV EL, INV EL.
48.25 48.25
40M 15" RCP 15" RCP
A A CONNECT TO EXISTING
TEMPORARY TEMPORARY SERVICE SADDLE WITH
AO
CONSTRUCTION CONSTRUCTION " CORPORATION STOP
V7 I
WENTRANCE "I 11
ENTRANCE AND 1" VALVE AND BOX
LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE
2,878 SF (0.07 ACRES) 2,878 SF (0.07 ACRES)
C
x" 48.00
At_� \,- -
2 t 3 4 5
7
LEGEND
7' CONSTRUCTION ENTRANCE
TEMP. SILT FENCE
LIMITS OF DISTURBANCE
}1 3 f, /,/ j ORANGE SAFETY FENCE
A
_/z EXISTING CONTOUR
INISHED GRADE CONTOUR 49
TEMPORARY STORM DRAINAGE PIPE
EXISTING WATER LINE W
�,,,,,r�Lrsl?...�--«"
LIMIT OF 4041401 WETLAND
EXISTING SEWER LINE SS
SEWER LINE (BY OTHERS) SS
END ORANGE IRRIGATION LINE W
SAFETY FENCE
a]
IRRIGATION METER WM
LIMITS OF DISTURBANCE
! i',' /� f �Q 2,878 SF (0.07 ACRES) BACKFLOW PREVENTER BFP
REMOVE
LOB
EXISTING SIGN by
IRRIGATION CONTROLLER
0
D
in
E
IF
LED SIGN SITE DEMOLMON
10'
e �
12" SANITARY
SEWER FORCE
MAIN BY OTHERS
`7
PfP
1 _1�
XZ ;�'
NAP
Individual Zone Data
Zone Assignment
1-1
1-2
WTF
100%
100%
Area (sq ft)
775.64
1641.61
Original Flow (GPM)
9.97
21.43
WTF Flow (GPM)
9.97
21.43
Average Precip (In1hr)
1,3512
1.3185
Total Area Calculations
Area (sq ft)
2249.04
High Precip (In/hr)
2,5806
CU
66.12%
Mean Precip (In/hr)
1.3475
DU
37.54%
Samples
4981
Low Precip (In/hr)
0.0508
SC
1.18
LED SICN IRRIGATION PLAN
10
2
NOTES:
1. COORDINATE INSTALLATION OF LED SIGN
AND ASSOCIATED IMPROVEMENTS WITH
CONTRACTOR INSTALLING 12" SANITARY
SEWER FORCE MAIN.
op
AA
Symbol Description
V Rain Bird 15T - 1804SAMPRS
Rain Bird I OH - 1812SAMPRS
Wilkins 975XL - 3/411
Rain Bird 10OPGA
Rain Bird ESP-4M - ESP-SM3
1 1 inch meter
Lateral - Class 200 1 1/2'1
Lateral - Class 200 1
Mainline - Class 200 1 1/2"
AA 2 AA 2
20 20
GPM
M
1 BACKFLOW PREVENTER
ABOVE GROUND
I" IRRIGATION METER
Pip
12" SANITARY
SEWER FORCE
MAIN BY OTHERS tp
LED SKA SITE GRADIM0 EROSION
ROSN AND UTILITY PLAN
Is 101
APPROXIMATE LIMIT OF 404/401 WETLAND
LOCATION OF
IRRIGATION L '--7-
CONTROLLER
V 4
� '� � . �� y rev -�-�-� � �--
K3
1\ �D
LOD
!! !� \ \
POI
1>0
'00
A
PLANT LIST
LIMITS OF DISTURBANCE
2,878 SF (0.07 ACRES)
LED SIGN PLANTING PLAN
10
vI A<
12" SANITARY
SEWER FORCE
MAIN BY OTHERS ptp
OTY
PLANT NAME
SIZE
ROOT
REMARKS
TREES
2
CC
CARPINUS CAROUNIANA AMERICAN HORNBEAM
2.5* 30 HT.
B&B
AS
SHRUBS AND GROUND COVER
35
JD
JUNIPERUS DAVURICA - PARSONS JUNIPER
15' - 18' SPR.
#3 CONT.
31 0. C.
93
JC
JUNIPERUS CONFERTA SHORE JUNIPER
15' - 18' SPR.
#3 CON T.
3' O.C.
IN
1, THIS DRAWING IS THE PROPERTY OF MM ARCHITECTURE AND IS
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART, IT IS NOT
TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONOrnONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HA4iNG THE SAME MEANING AS 51MILARY INOICATEO CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT,
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT 15 BURTON
INDUSTRIAL PARK
DIGKS0N
community Infrastructure
909 MARKET STREET
INILMINGTON, NC 28401
[phone]
0 fflce Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
No.028597
1;zl�
L
CHARLOTTE SHELBY
1230 WEST MOREHEAD ST. 201 WASHINGTON ST.
SUITE 400 SUITE 200
CHARLOTTE, NC 28208 SHELBY, NC 28151
17041731-7000 17041406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919/5734W 8031356-0507
IFI LED SIGN PLAN
SHEET TITLE
20120084.00.WL CONSTRUCTION SET
PHASE
PROJECT NUMBER
lid
3 4
o.26.12
C106
5 6 7 8
RELEASE DATE SHEET

1
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NOTES:
1. SEE SITE PLAN SHEETS C104 AND C105 FOR SITE DIMENSIONS.
2. SUBGRADE PREPARATION IN PAVED AREAS SHALL INCLUDE PROOFROLLING
OF SUBGRADE AND BASE COURSE MATERIALS PER SPECIFICATIONS.
3. EXPOSED PAVEMENT SUBGRADES SHOULD BE STABLE AND RE -COMPACTED
IN ACCORDANCE WITH SPECIFICATIONS JUST PRIOR TO AGGREGATE BASE
COURSE (ABC) PLACEMENT.
4. REFER TO GEOTECHNICAL ENGINEERING REPORT FOR PAVING PREPARATION.
1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART. IT IS NOT
8 TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST,
2_ MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
_ HEAVY DUTY PAVEMENT
CONCRETE PAVEMENT
BRICK PAVERS
GRAPHIC SCALE
0 20 40 SO 120
SCALE: 1 "=40'
n
11
C
101
E
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT -15 BURTON
INDUSTRIAL PARK
vw
DICKSON
community Infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
`'11111+11111"`
c
No.028597 _
CHARLOTTE SHELBY
1230 WEST MOREHEAD ST. 201 WASHINGTON ST.
SUITE 400 SUITE 200
CHARLOTTE, NC 28208 SHELBY, NC 28151
7041731-7000 7041406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919/573-6400 803/356-0507
F OVERALL PAVING
PLAN
SHEET TITLE
20120084.0O.WL CONSTRUCTION SET
PHASE
PROJECT NUMBER
E
2
3
0
01
7
8 10.26.12
RELEASE DATE
C107
SHEET

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1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
2 3 4 5 6 7 n NOT TO USED
ON AN OTHER
OR COPIED IN WHOLE OR IN PART, IT IS NOT
?VK TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REOU EST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
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GRADING NOTES:
1. GRADING SHOWN INDICATES FINISHED GRADES. ALL ELEVATIONS ARE
IN REFERENCE TO THE TOPOGRAPHIC SURVEY BENCH MARK WHICH MUST
BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
2. REFER TO GEOTECHNICAL ENGINEERING REPORT AND SPECIFICATIONS
FOR DIRECTION ON FILL COMPACTION AND ANY STRUCTURAL
CONSIDERATIONS.
3. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE
FOUNDATION SHALL BE CONSTRUCTED AT 3:1 (HORIZONTAL TO
VERTICAL).
4. PROPOSED CONTOURS REFLECT FINISHED GRADES INCLUDING
ASPHALT. REFER TO PAVEMENT CROSS-SECTION DATA TO
ESTABLISH CORRECT SUB -BASE OR AGGREGATE BASE COURSE
ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
5. LIMITS OF CLEARING SHOWN ARE BASED ON CUT &1 FILL SLOPES
AND OTHER GRADING REQUIREMENTS AND ARE APPROXIMATE.
ACTUAL LIMITS SHALL BE STAKED BASED ON FINE GRADING
REQUIREMENTS. ANY GRADING BEYOND THE APPROVED LIMITS OF
CONSTRUCTION IS SUBJECT TO A FINE.
6. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.
TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL
ON DENUDED AREAS. ESTABLISH VEGETATION IN ACCORDANCE WITH
EROSION CONTROL PLANS AND SPECIFICATIONS.
7. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS
INDICATED ON THE EROSION CONTROL PLAN. NO DEVICE SHALL BE
REMOVED UNTIL THE SITE IS STABILIZED.
8. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH
EXISTING GRADE.
9. GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION
CONTROL PLAN IS SUBJECT TO A FINE.
10. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE AT ALL
INTERSECTIONS.
11. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER AND
ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD
CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR
INSTRUCTION PRIOR TO PROCEEDING.
:55 TOP OF CURB ELEVATION
05
FLOWLINE GUTTER ELEVATION
35.3D Tw
TOP OF WALL ELEVATION
27.50 B
BOTTOM OF WALL ELEVATION
32.1D FG
FINISH GRADE ELEVATION
31.6D FS
FINISH SURFACE ELEVATION
M
CATCH BASIN
43
FINISHED GRADE CONTOUR
- - - - -
EXISTING CONTOUR
miiiizDmw=a
STORM DRAINAGE PIPE
404/401 WETLAND AREA
�LODmmm�
LIMITS OF DISTURBANCE
_
ROOF DRAIN
0
C
I'J
E
REVISIONS
oNsLow couNTY
GOVERNMENT CENTER
LOT -15 BURTON
INDUSTRIAL PARK
WK
DICKSON
community infrastructure consuitants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
CHARLOTTE SHELBY
1230 WEST MOREHEAD ST. 201 WASHINGTON ST.
SUITE 400 SUITE 200
CHARLOTTE, NC 28208 SHELBY, NC 28151
704/731-7000 7041406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919/573.6400 8031356-0507
F OVERALL
x GRADING PLAN
I .
`9
SHEET TITLE
GRAPHIC SCALE
0 20 40 80 120
SCALE: 1 "=40'
20120084.00.WL CONSTRUCTION SET
PHASE
1 1 2 1 3
Cl
1
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PROJECT NUMBER
$ 10.26.12
RELEASE DATE
C108
SHEET

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1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
2 NOT TO BE ON AN OTHER
OR PROJECT
IN WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECTOR OTHER
DRAWINGS Of THIS PROJECT.
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SCALE: 1 "=30'
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT -15 B U RTO N
INDUSTRIAL PARK
"K
DVDICKSON
community Infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
CHARLOTTE
SHELBY
1230 WEST MOREHEAD ST.
201 WASHINGTON ST.
SUITE 400
SUITE 200
CHARLOTTE, NC 28208
SHELBY, NC 28151
704/731-7000
704/406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919/573-6400 8031356-0507
GRADING PLAN
SHEET TITLE
20120084.00.WL CONSTRUCTION SET
. PHASE
PROJECT NUMBER
----
$ 10.26.12 C109
RELEASE DATE SHEET

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r � - ' ✓ 36.70 34.50 oo I� =� � b �• �v v ' I �"' /v vAvv ` v
FS 3 .50 0 w � k 1 \ 1"
r l i
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i C zn. - RIM c Z E� rr �1 `� \ 7 �� t '� . 1 \ \
s t
5. 5 35.75 34.2 �`' ` ° - t `
r \ `-- ---- x8 - - _ -- ' �/1� 36.70 3 .4 35.25 1 :N \ \ �;=--_ � y'r� ' 1 i \ \ \ \ \
r o \ ti /'� " i, 1\ } .'�� SEGMENTAL CONCRETE BLOCK \ \\ \ `�
i �� i4 "F-rF' 36.62 1 ¢ t�� t 4 1; o �, �� s. A \ v H GUAi�DFAIL #10 v v
�� 36.60 o�, v t'-v� v '1 1! I ,11 0 I 1 [ 1` vRETAINING WALL WIT v ` v
_ 31 _ - ` ,,- r RIM r 1.00 TW 31 \E ` 11 II •� � \�y\ ! �� j i 1 �,' ,\
=. ---'- -- I- 36.70 30. o B I o 3 \ `1 't �� STORMWATER \ , � c, t \ `', `\', ti, \ \ \ \ \
,�� 1 i s !' 36C90 �/ FS 36.50 36.10 35.15 0� r� I� � � \\ 1,= \ POND " �� `� ' . � -. \ '4 1 i 's \.'. A A� A vv'" ": v
s ij // ��/ FS 1 35.70 35.60 35.15 v v �v 32.25 TW I k \ *'j \ �., - 'I °01 , I,i ,�_ v'' 1 v `'t�o v
' : r' /„� ;' 36 72 ' 35.70 \ \. 31.50 Bw - ,� , ' LIMITS OF DISTURBANCE
/` 0 s. , "/ 'l' 36.90 FS 36,60 36.95 00 \, \ \ ^\ II ` t.� ' \� ,� ^� } r 1 ' ' 430,173 SF {9.88 ACRES)
' ' / / ONSLOW COUNTY w FG 36.90 / 36.6 36.45 _ \ ` 5 32.25 TW _ - 1 ..5 C 1i; ','i ;" c % J 3 psi '• + 1 ' R ' >',
r "
�� v /// FS v `, �' �� 31.50 BW z vv 1t \ �'1� 1•�',
GOVERNMENT CENTER I _ :� 36.10 35'$0 \ '�ti 1 ' �� , ;1 ,3 I .�.
// ,i M FINISHED FLOOR ELEV. - 37.00 36.90 t "" 35.60 oo SEGMEN'rAL CONCRETE BLOCK I \\\ "\ k1 i1.
FS,'
36.90 FG 0 d ��( �v`1_ R�TAIjVING W14LL WITH GUARDRAIL #7 p� t 4 i / ,'''C t •.1� \ \
r; 36 70 36 70 \ \�� `. t � I I ;' '`t `'.
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6.00 r •_,r 36.65 '' ' \ \ \ � \ 1, _. -_, __2fr ` / \ 1 t t , � }� r
FS FS RIM 36.80 i � � " `� 3fi.15 �o° i SE"6vtN�TAL CONCRETE BLOCK -, o �� yi 1 I ��] i� v, v v �, /
3fi.15 3fi.90 FG 3fi.90 ... I RETAINING W� LL WITH GU RgRAIL #9- : . e i �� i y i AV \ ! � �o \, , ;ti /
..
FS FS FS r 4 ;t . - n� z� \ - I }, 1 i� t �t 1 i "'' I \ - li \
f 31.00 TW
1
30.50 B W \ i' \ t ' i
> RIM _ _ �- -- SEGMENTAL CONCRETE BLOCK ' ,, '�'•�. \ 1� . f i,' `''4 \ \ I t' ,` � \ _ \,
I 34.80 - 30.25f TW RETAINING WALL WITH GUARDRAIL" ! - -� r ..2- 1 p ,01 ` �� ` rN 1 -3
36 15 3fi.$5 € 36 90 r: 36 55 - .9.OQ BW t \ , 4,'r
of
• FS FS FS FS ` 36 25 y � �~� :. ...-.�,..� _,,_ __ �\ �. \ Ir, I L t \° 1
36.90 35.80 �. �' ; ! x� � \ iv �' � A
--- _ _ ® �� FS 35.30 coo` -Is _._ .- »�N °� 1 % , t
/ T -- __ - 7' I,I \
/ I / 3 5 LO° � _ _ -- -- - ,. � \ V � .y ' � -�� \V \i1 '� I� A IL , r,\�=\ \4\\ i
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y v \ / , \ }
s �' r t \\ j
� 35.80 2 v /� p j, i''111 \�\ vpov _ �8�v "� �- 1 II \ 0 /� \�V IV 1
36.55 36.90 /� 6.5 •�� 35.30 35.15 zoo • \�� `may _ _- - / �� ���; � vv v,� vv v� �` - " - - _. � - �\v v
FS 3 34. 5 _ _
-- / FS t . � '-,-. ___- t t v v A 32.25 t\ ,V � ` , t
36.90 ® ` _ e ;
- 36.85 f ® \ v .� v v 1 1 31.50 BW \
34.85 7 ;f 1 " 32. \
�" FS / FG 36.75 � 33.25 �- . / ," . v . r \ v
36.25 34.35 ` `- / Si"' 30.2 \
\ k1 \ o \
r F '"? 1 s: -. __ 35.75 32.75 C�� e�� �'•", --0� . �� � \ \ =' �` 2S �` -1 ` ^ I t 1 l �1 �1 \ I \\
-- � 36.80 i FS 32.75 TW _,_- _ _ 35 \ 32.95 1\ ti.- ,- 30.2 , \ �� . \ o G � t 1 t
_ 36 FG _ r 36.90 f 35.60 36.00 /i 30.00 BW - _, 33.25 \\ "�• .. 1; f� Iro B -- �� \ o 1 \' ' \ \ \ \ !',
j / 32.45 33. 5 ���v 7 W i - 5 TW op� v t\ \ \ t V \
3 ~ \ 3_ J FS 5.60 35.50 .N 36.00 u \ - p: � - - -_ `.,,;,. W...�,,� ` \ ' f+ � ° �\ 1 y \ \ \ --,
/ ) 35.SO `�`3 \ `� 7i� w�� r �n ���\ ��^�� ' \ t Z i _
�� dn-wi� ao-] i - - . \ - - -- ': /' 36.40 35.40 er' \ - <� t
L _ �_ _ _ _ •1, �, , V- `. - \ �� �� ` 1 \ / L \ , t SEE DETAIL SHEET C126 FOR
- - --_- aa7 --- - 3� _ __ L •y 35.sa 34.90 , o� -__ 60 -� _ �., �_� , -3 .00 ,\ tip; ��' _ ��` .` ` ., tt � \ } `\tt \, , STORMWATER POND SHEET PILE
- _ - -___
" --27 _ ___ -'--- �\ 1 & ___ - ------ -3� �(� `ao 3 _ � � 33.1 _ -.. _� 00 w `� --` \\ rf � � T ?°� sb ��� �1 . \ ` \11 \WALL ELEVATIONS AND GRADING
_ _ __-- _ ----� \ �� \\ `" _ _ _ ---- - '� 36.90 - - 35.30 ��O � \ �, - ` -. e`er ,\' \ . .I �.`- r `--- a ' �2 e ` \` �e 1 �` \ \\ ' � \ \ \ \ \
ti
_._ __
-""--- �� _1 �,\��\-"c'\ _._ 6...50---------- _-_ -° `\ F _..___ - .`~ 50 Tw��`aa 34.25 <oo. -. :� M� \ "-- .1`"�` \ ji1 \;\\' _1%,'_-.., \�\, \ \ `-, ,%% \
34.80 ° l \ �; Id \ \
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r , ti � \ \ \ \ � . � \ \ `\ \ \ \ \ \ �' \ t \. \
_ 23 - -- _ _ . __ ` \ \ \ \ _ \ 0 / RlM .t=- 34.95 �\ �` C p0 30 0 w _ - ao� 32 34.35 33.75 33.90 �, `� ' `� , \ \1- \' I' � ; � � \ ,f ` \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \
_ r'2 _ - \ \� \ \ 29.00 TW - 33.85 s~\ \ \ \ r� 'r, y \ \ \ \ \ t \ \ \ \ r \
_ - L �` \ \\\ 1\ \ \ l �,\. \ 1 1 __- 34.45 .,v.. ��� ` Qat \ ' ��'�'\� I �\ \� \ ` \t1 i\ 9\
- _ _ -_ 2f _- \. \\ ' \ \ \ \ \ ` , I � AK \ \,�/ 36.9 - RIM 9.50 BW - oO �� \\ `�<� \,\y`� .�•�\ \\\ ' � \ " � , \ \ \ 1` i\0 t � \;,
_ - - _G� - _ I v yvv v � vvv ` \ o _ � 36.70 v F ��•" \ram °° ��•�� - ~� 33.80 34,10 v 1� I vv �� �V v v� v v �� v I vv t L1� �� A t v
: •�•"�� �' �\ \ \\ \ \\ \ S \ `i . `\\�� 36. FG' 2ny,` �` 6. 0 35.05 '�• \• '`2�_ 33.60 \ \ Op \ . `� \ \\ \\ \� , � ` \` \ter \ \ \ ` a\ �\ \
� 1=�- _ _. --- ;b ., \ \ \ `\ \ A _ F .. \ 36.90 3 --- 5.25 \ ' \ 7.5.0 TW \ \ \ \ \ \ r \ ti \ \ p \ \ \ \ \ \ �t �
�'\ �v vv ��vvvvvy vv v ��� S - 90 vv ' FS y F /.. 3FS 5 34.55 - 3 .75 34.45 vv �-�,�Oo �� �v�• 27.00 B vv v,, �I� po 1 \v % v ,' , , ��v �,,�.�s�4a ;v `w �v v w
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,
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\ -, ' - 'f ,- i \ 4.25 2fi.0 BW \ \ \ \ \�� 1 \ \ ' '
4\ I\ \\\ \per - _$_ - •\. \ 36.1 35.85 S \ 1 \ 34.00 \ \ o` I ` \ ♦\• y. r.� 4� � \\ \�\ �\ \ \
- \ \ - - = - > 3 35.35 1 5.25 \\ u' ? I '`\ ''*N . \, \ 33.90 \ a \ \ \�\� \ \ L ti ' \ \ \` \� \
�•�-��q�� -,- 3 5 i 4.75 \ 8 , op \ \ FS \ \ \ \ \�\ ram\ \ \ \ . . ' \ ��\ \� \t� \'s \
y - - 34 o t \ \ \ \ \ ` ,� \ \ , \ \\ \
. 1. �, '�\ \ ` i\ 35.05 \ 34.40 \ \. , ' \\ \ \\ STORAGE �\ \ 3 \� "� \ \e\'' �� \\ \
_ •�, _� 3+� 55 0 <� v � v o \\ v v v `� \ v A V J
ti� - iv v v t� , '-`Q-.---7 0�. 32 v 34.60 v 90 34.50 v v y11 vvtivv N w v�� BUILDING vow v 6. 0 vim�♦ v� �llj v ' vVvwvwv, vim;
-- _ �_ - \ v�� 34.00 ,,,� , \•N v'�v 3 �' \ ��- FINISHED FLOOR Q�v` : ��v� .` `4` vv;'v
�f�-_ v v . 75
.. f7, \. \ \ . \
_ -- „ I -� `,•-' .a Bw - u? \ 34.05 IM �2 \ _ \ \ '�" \ , '
' 33.75 TW # `' �/3' �`� ` �� �., _ ` \ �, 33.4 \` \ \,\ \ \ \y \ ELEV. - 34.Oo \ 0 \ \\, \\ \
_.r, \ \ \ \
21.00 BW \ �.�^, 29. i 4 1 \1 v�' V \5` v v vv `^ v \ �vvvvwv%v,
y v 7v v
\ M1`� ^' -_ = �\ �� r \ / 2- , I \\ \ '�� �� 4.90 l '-'� j 7.0 \ 0o \ \ 33.90 � - \\ 'y '�\\\\ LL;
\. - - �� \ r -- --17 - IR- `�,-�� S- -�� �� 1 V V Av 34.4� �\ 59 A\ �� V �7 " r \V-v I
8� \
\ ' � - - -- - -- -� /� l p I ~ �� \ \ 3.90 1� \\ \ N \\\\ \ Qq \ f �I 33. 0 Tw \ \%' � \\k\\\
" �� _ r - I I- , \ 34. \ \ \ � 32.75 �/\ \ \
;T ti�� �` �,ti. `\�` �ti Sti �gw- +e1�0� /�`p \� \ .\ u�� 34.00 \ ; �o, ,, o Tw \ I \ \
` •-� '� \ \ K " �` s r >4f ' \ \ `1 5.00 \ \ i 6.00 p \ �\ \\
'1ti.'..�.:�\yam vV\VA��VA r i �� / ✓'yam \,\vv yr 4 \ 1 \ ', 1 \� \ v .\ v N I �� \
\ - 2 .50 TW .' 11y� °3 \ ., \ \ i
��1 • `r`,\ � \ .: 00 B i - W ti \ \ ' 34.40 35.05 cf` r l> \ \ \ \ \ \ p \ j p -1 \\
\�'� '� .v ��v / ;i' ''a,� � v • v 34. 5 \ v t 0. .I v v, I v, > o °.
SEGMENTAL CONCRETE BLOCK �vvw�` - ��� ��75 e ti`•��\ v . 33.90 34.55 5• vv ��' t�v 75. TW = ��` vv /� vv
RETAINING WALL WITH GUARDRAIL #2 ti . 34.05 4.7 •�\. •\ r \
"' \ < o ` . \ 34.75 34 75 \ .�\ 3 .3 - �.. r _ ��I � - -' -
F \ . .\. ^ti\ -��`ti 15�." 34.55 �34 75- _29, \ �- 4 _r . - - -: - �: � ';_ � 5�� � - /
. a� \\ \ `� a\ 34:05 �� °Q t •-�, � �: y w/ 3 .00 TW - - -
. \ � �s ' 1 \ �` 34. \ �R -_- -� 01, _.._ 32. 0 W __-_ __..._ -
. \ \ \\'��� \\ \\ bt < t �� 35 25 s \ t ,� .� / , "'�; `�� 3.00 TW \' �� \� �11/� -
/ \ , _ a \\; 1 \ 34. \ 35.10 \ "` ��`�� 6. B . -25 -_ _- :���.
\ ,\ \ \ �` ,� \ 29-75 TW \ `, \ re �� ��
I Cr_CAIn
55 TOP OF CURB ELEVATION
A5
FLOWLINE GUTTER ELEVATION
35.30 TW TOP OF WALL ELEVATION
27.50 B BOTTOM OF WALL ELEVATION
32.10 FG FINISH GRADE ELEVATION
31.60 FS FINISH SURFACE ELEVATION
CATCH BASIN
43 FINISHED GRADE CONTOUR
- - �'- - - EXISTING CONTOUR
� STORM DRAINAGE PIPE
404/401 WETLAND AREA
� Looms LIMITS OF DISTURBANCE
______ ROOF DRAIN
�' �
�• \ \ \ \ \ \op_, �I S ' 25.00 B `'� \ ' �/
\ ^_ _ 1 / \ \\ \ `\ \_' \ I �� `SSG NT'AL�ONCRETE BLOC-C \�-------
/ \\'_ \\ {-- - I- h \\ j I - RgTAI.NNG WALL WITH �U�1RD� AI�#5I\ \
LIMITS OF DISTURBANCE ti, \\ \ \ '20--.�. �o� - -_ - / g " � �\\ \\ `1-�_'�\ \\ \ \ \ \ \
430,173 SF {9.88 ACRES) . . \ \\ \- g - -, r f_ _ -- / ` \\ \`\\ \ \ \ \` \ , \ \ \-- ------ -
\\\ � _ / / I 1 \ _v A s\ 1 \
, t /'- �1$ - - r - r , '�.. _ __ _ -_ _, , _- _ -._ -_ . 1 �,� C' \ �,,\ - . \ \ \ \ \ I \ � ��I/�
. •\.. ` irk ` - 'o i -21 _ - __ _.._. ✓, -I m I c i\ \ t \ \ \ \ �/6�
SEGMENTAL CONCRETE BLOCK ,•• .- , `- 35. �,=' w - _ .� - rw-_� - - _ I t \ \� } r
�'�� �; - '%.. `�. ' - FS - /- --- -' --- _.. p��' _.. _ - ' _ 1 ; \ \ ., a \x' I ; - _
RETAINING WALL WITHGUARDRAIL#4 'r--,, r--.--._ -- -:" _= y-�' 16W-- -_�li' %t` \ \ \' �'r-` o GRAPHIC SCALE
'� �i •.�. _ i4 '' ---- s_ , _- v t t t \ \ \ r` \\
32.0 TW _ _ .,...... 3� \, \ \ ,
_ 4T
�_ 1 J7 r_
;�'" � \ 0 15 30 60 90
0 . .- N - - - ~ - . - - _ .�:� 100' . . � 1 i 1 1 \\ 1w/ \ SCALE: 1' =30
i,` � _ v v
29.00 TW - •--. }
-!"�`;..,•�•...• SEGMENTAL CONCRETE BLOCK �`\\ \ \ , �.1,/�i s
/� 8. 5 TW _ �-E4 -- -µ' RETAINING WALL WITH GUARDRAIL #3 w _" t \\\ram �� 1�' : //
�. / �. � 15.00 BW .� .� ti ' "� ��- s� g .
. . . . \ `,�\,\\ .
1 2 3 4 5 6 7 8
0
C
LJ
E
F
1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT -15 BURTON
INDUSTRIAL PARK
WK
DICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
{910) 762--4200
Office Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO, F-0374
`��\ I ICAR++
C' �.
T
028597
', �'1' f N, ' . J2
/0 ••.......••'�t'�
F L F `�
CHARLOTTE SHELBY
1230 WEST MOREHEAAD ST. 201 WASHINGTON ST.
SUITE 400 SUITE 200
CHARLOTTE, NC 28208 SHELBY, NC 28151
7041731-7000 7041406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919/573-6400 8031356-0507
GRADING PLAN
SHEET TITLE
2012Q08,4.OQ.WL CONSTRUCTION SET
PHASE
PROJECT NUMBER
10.26.12 C 110
RELEASE DATE SHEET

1 1 2 1 3 1 4 1 5 1 6 1 7 1 8
i. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST,
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
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777
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200'
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2
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77
L­ V 1--%
CORR
NORTHwE�� IDOR l`f`UL;=vAR1D (SR 21%0;IQ
.. .. .. .. ..
(200'R/W)
Z­
'2
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;v
v y R/W
77 :7,
r
7�F �2 )9 F,
. ....... ..
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14
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EXISTING
STORMWATER
POND
- - - - - - - - - - -
4v 1,5,fmp IN 21 aj
J6
za 15
— — — — — — — — — — — — — — — — — —
L
3
STORMWATER
- -
LU
POND
:A�
Im
Cl)
- 14
V 20
ONSLOW COUNTY
GOVERNMENT CENTER FINISHED FLOOR ELEV. 37.00'
I fNv �"g
EXISTING
1001 STORMWATER
POND
04V 3190 UZI . . . . . .
7
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.. ... .. . .. ... .. .
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
32
. . . . . . . . . . . . . . ..... . . . ... . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
TORAGE BUILDING
S
........... .............
FLOOR
....... ....... FINISHED
ELEV. 34-00'
..... ........ ...... �11 . ......... ...............
...............
..........
. . . . . . . . . . . . . . . . . .
INV 21L68
. . . . . . . . . . . . . . . . . . . . . . . .
.... ........
...........
..............
..........
17
...........
............
.......... ------
..............
. . . . . . . . . . . 6,
. . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . . . .
r)PA1K1Ar_.1= K1nTP:_0.-
1. CONCRETE PIPE SHALL BE A MINIMUM OF CLASS III RCP, WITH A
MINIMUM DIAMETER OF 15 INCHES.
2. MINIMUM COVER FOR STORM DRAINAGE PIPING SHALL BE 2-FEET.
CONTRACTOR SHALL NOTIFY ENGINEER IF CONDITION CANNOT BE MET.
3. ALL PIPES SHALL BE FLUSH WITH INSIDE WALL OF STRUCTURE.
4. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY
AFTER PIPE IS LAID IN ACCORDANCE WITH SPECIFICATIONS.
5. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN
UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED.
6. MATERIAL DEEMED UNSUITABLE BY THE ENGINEER FOR BACKFILL
PURPOSES SHALL BE REMOVED AND REPLACED IN ACCORDANCE WITH
SPECIFICATIONS.
7. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE
APPROXIMATE.
8. THE STORM DRAINAGE SYSTEM WILL BE SUBJECT TO A VISUAL
INSPECTION BY THE ENGINEER PRIOR TO BACKFILL.
9. RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND
ARE FOR INFORMATION PURPOSES ONLY. ACTUAL RIM ELEVATIONS
SHALL BE SET BASED ON PROPOSED FINISHED GRADE AS STAKED IN
THE FIELD.
10. ONSLOW COUNTY WILL ESTABLISH, BY EXECUTING AND RECORDING THE
APPROPRIATE INSTRUMENTS(S) WITH THE ONSLOW COUNTY REGISTER OF
DEEDS. PERPETUAL EASEMENTS FOR ACCESSING AND MAINTAINING THE
WET DETENTION BASIN LOCATED OR TO BE LOCATED ON THE ONSLOW
COUNTY GOVERNMENT CENTER SITE.
11. THERE ARE NO WETLAND IMPACTS ASSOCIATED WITH THIS PROJECT.
12. UNLESS OTHERWISE NOTED, ALL ROOF DRAIN LINES ARE 8' PIPES.
...........
...................
. . . . . . . . . . . . .......
... . . . . . . . .
. . . . . . . . . . .
LEGEND
D.A.
DRAINAGE AREA
R[)
ROOF DRAIN
CATCH BASIN
FINISHED GRADE CONTOUR
EXISTING CONTOUR
STORM DRAINAGE PIPE
In
404/401 WETLAND AREA
DRAINAGE AREA LIMITS
ROOF DRAIN LINE
V
4,
. . . . . . . . . . . . .
. . . . . . . . . . . . . . . . ..........
. . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . . .
S. . . . . . . . . .
. . . . . . . . . . . . . . . . .
"A
A."k
11
FBI
�:9
i I F
GRAPHIC SCALE
0 15 30 60 90
SCALE: 1"=30'
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT - 15 BURTON
INDUSTRIAL PARK
vw
DICKSON
community Infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations. North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
%% - , % I I I I I I 11, , I "I
_,,- C\ CA
No. Z8597
.40 �t
X/ 41
L
"Itier,
CHARLOTTE SHELBY
1230 WEST MOREHEAD ST. 201 WASHINGTON ST.
SUITE 400 SUITE 200
CHARLOTTE, NC 28208 SHELBY, NC 28151
7041731-7000 -1704/406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27616 LEXINGTON, SC 29073
9191573-WO 803/356-0507
OVERALL DRAINAGE
PLAN
SHEET TITLE
20120084.00.WL I CONSTRUCTION SET
PHASE
PROJECT NUMBER
1
2 1 3
2
5
8 10.26-12
RELEASE DATE
C111
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S ,% \ I i I I i ` ; .n' /.� I �� WYE INV.
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j I I I # a l i 1 r' i / ,a, h 1 . . �`'� � .._ _ " •�:. �. a \ \ EL. = 33.70
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INV IN = 28.98 CB-5 �:y -- -. - STA 1+k
r~�-�INV OUT = 28.48 CB-3 _ _. _. RIM = -.-. x. - `
_ _
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/
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eJG
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EL. = 32.12
12"x12" AREA DRAIN♦
041,
RIM = 36.40
1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART. IT IS NOT
8 TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
F'N�
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
LEGEND
D.A.
DRAINAGE AREA
RD
ROOF DRAIN
CATCH BASIN
43
FINISHED GRADE CONTOUR
- - -- - -
EXISTING CONTOUR
m
STORM DRAINAGE PIPE
404/401 WETLAND AREA
www III w w w
DRAINAGE AREA LIMITS
-------
ROOF DRAIN LINE
10
0 r
C
w
X
E
v - '�X . . . . .�. I" --, � � �
/ - ' - _'N �,'_ - _- _- _­ ��-
RIM = 34.20 ... ... .. .. ......!...... ....... �\ ��
INV IN = 29.58 DI-14 .\• - DI-14 , .. �, �, " 11
.� .. . STA 4+66.84 . .. ` �-,
INV OUT = 29.58 CB-12 '" :.� / - F
`s.. RIM = 33.40 . . . . .�� �ti,\y
. . . .\ . INV OUT = 3fl.15 CB-13 ; • . ' _ • . , . .y
..... .....\. ..\.... .\.....I g
�. . . . . . . . \. . . . . . . . . . . . . . . .......I..- ..
/............ I - GRAPHIC SCALE
0 15 30 60 90
SCALE: 1 "=30'
`. .1....
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT -15 BURTON
INDUSTRIAL PARK
vw
DICKSON
community infrastructure consultants
909 MARKET STREET
MI-MINGTON, NC 28401
[phone]
Office Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
CHARLOTTE SHELBY
1230 WEST MOREHEAD ST. 201 WASHINGTON ST.
SUITE 400 SUITE 200
CHARLOTTE, NC 28208 SHELBY, NC 28151
7041731-7000 7041406.6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919/573-WO 803/356-0507
DRAINAGE PLAN
SHEET TITLE
20120054.00.WL CONSTRUCTION SET
PHASE
PROJECT NUMBER
1
2 1 3 1 4 1 5
6 1 7
8 10.26.12
RELEASE DATE
C112
SHEET

0
X
CY)
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INV OUT 3 0. ':A -
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RIP RAP APRON . ...... NORTHWEST
CORRIDOR
116' LF - 42- RCP @ 0.50% E0_-LEVARD,L-,(8R 2133)
CLASS A - FES-4 � L-.-. __ ._ _ -- ssss,�._ , - I
LA 12.6' - - ----
INV OUT 28.60
Ix
RIP RAP APRON
W 16.4' C64 x R/W
2. 1' -- ----
=�7 -------CLASS A
STA 3+99.50
RIM - 34.05
C B-3
- ------ LA 15.61 �Zj
vv
Z
J,3
-Y.. STA 1+65.50 - .......... . J11 -
-A - W = 19.4'
-,-..,INV OUT 28.48 CB-3 D50 4.4"
RIM 33.65
v y v v --- ----
�1_ - 4C _x__ y
-V,
INV IN 27.30 CB-4
y
-2
INV OUT 26.83 CB y
:A
sit
i War
INV 271si,
0-M iwm ji-Ij- 50- LF - 48" RCP @ 0.50%
= M 0 =
=01111111111
2w
mom Iduf
�N 't 44
D.A. = 0.32
ACRES 11� I \ I f I I D.A. 0.63
U T �* J5
C = 0.85 ACRES
Worm
w_x
1 :6mmmmmgzz�
D.A. -_ 0.51
EW-1 POND
Is Is
INV OUT
26.00
RIP RAP APRON
CLASS 1
-2
LA = 49.0'
W = 61.0'
29
�j sw��s I Y - s
D50 = 16.0" % I
0
r%Lj III
EL, 30.49
D.A. 0.15
H fs'�l!
EL, 33.21
D.A. 0.61 ELBOW INV. W"YE INV.
EL. 32.77
ACRES
S,
�NV 18"CVP !N 2� 8,3
�'2 i
C # C 0.85
rA 1 +1 �;.
C 0.95 STA 0+49.69
RIM 35.002 D
8"PVC RD
8" PVC R RD INV.
30.49 DI-9 RIM 33.50
IN v I N 26.25 CB-3
EL. 31.22
30 49 CB-5 _77-7777�77r,
...... .... ..
B
1 N V
s
w w N �ss ------
's IN 26.25 C
CO INV.
INV OUT 26.25 EW
n�,
3 1.70
GO INV.
.. ..... . .....
,-P 0.50% WYE INV. �0'
s",
12" PVC RD
v
1; . ...... 12" PVC RD
33.85
EL
EL. 31.00
7
.... . . ....
"T
GO D.A. 42" RCP 0.51 %
mom" INV. 0.62
EL. 32.12 1
GO INV. ACRES
32.87 C 0.70
ATER
. ..... . ..... .
STORMW
POND
GO INV.
EL. 31.80
Is
-.s., s s s;,­l_' s SEE SHEET C126 FOR s
Jos
CB-1 I
s STORMWATER POND
sr-s
V,
RD INV.
s
EL. 31.00
s"'s s s: s STA 0+79.35
AND STORMWATER
RIM 34.20
��s�s s n 12"x`12" AREA DRAIN
D.A. 0.93 W, � ss'' J, s,�, l- 11
. ..... CO INV.
OUTFALL DETAILS
u,-
s �q, jj�
's INV 33.40
ss
Ps�:s El 32.9E 's'' '\INV IN 26.65 CB-12
n-w s'ss;­ ss,�4.� �T�s ll3:, s
RIM 36.40
ACRES s,.s sss
C = INV OUT 26.65 CB-2 s s,."l l"",
-7-
0 95 4, s I LF 36" RCP @ 0.'50%
12"PVC RD
A,
J
:s L�7
CB-12
T Ap
nss 's, ...... ....... ks srs;�s�­;
sss,
STA 2+10.55
ss l� ONSLOW COUNTY GOVERNMENT CENTER ss,s
CO INV.
FLOOR ELEV. 37,00'
s 31-59
RIM 34.80
ELBOW I
NV. 7ss"s., s.
sn' 1�1���i Cs"
EL. 31.46
s ss"
7-
rs
INV IN= 27.31 CB-1 5
_7'
INV OUT 27.31 CB-1 I
�C' 8" PVC RD
s"s s:�C,�s
nl;l ­sIj
l's
is
18" RCP 1.04%
110'LF s,
vzz s
1211x12"AREA DRAIN s L��q
'N�
CO INV. s'
31.96 D.A. 0.12 . . . . CB-15
36.00 A DRAIN s 3�sss�;
s GRES s:
RIM 36.40
RIM A
12"x12"ARE
INV 32.00 s ---STA 1+09-58
WYE INV. \n
C= 0.70 RIM = 32.45
INV 33.40
1-9 EL. 32.12 INV OUT 28.45 CB-12
D
IrG N
+21.23
STA 2
IM 35.00
J, . . . . . . ....... . ... .. r
)1_10 . ..... .. .. %
NV IN 3 5
U
8-
OUT 31.0
V
T'11'��iili��,
WS L
#
s co �Is
V I
D.A. 0.50
T - ... ..... ....... ACRES
_w M_ W ..
a5 . ...... .......
E INV. C 0,85
WIT
R
30.39 INV.
EL. 28.45
N
N
RD INV
GO INV.
EL. 29.65
lt S
EL. 28.89
EL. 8/
29.5
WYE INV.
CID IN
7
CLASS B
4
�Ikl,s�ls�l�s�s­7llks ",­ j - D.A.= 0.74 RIP RAP APRON
18" RCP @ 0.50%
EL. 33.16 j � + � � � ", " ,
I 142'LF
s, Al�,,;,�,;;.. ACRES
L9 s
35.6'
7�
\"� .9 17i�
j C= 0.70 141'
�s
N . . . W 44.6'
­20 s
12" PVC RD . . . . . . . D 50 10.
-6
a 12"X12" AREA DRAIN
. . . . . . . . . . . . . `4
\A I # I "I I -
S�
. ..... ....
I f 1\5' LF - 15" RCP @ 0.5.
RIM 36.70
­j
4
INV. NV.
C NV.
INV 31.00
EL. 30.22
1\v,
EL. 29.05
30.25
is Is s;
<
kl�
0 .7
-A
%
7
. . . . . . . . . . . . . .
v
. . . . . . . . . . . . . . . .
sl
)T
CO INV. D.A. 0.47 7lsl-js STORAGE BUILDING
0
. . . . . . . . . . . . . . . . . . .
I N
FINISHED FLOOR
,sssss�
ELEV. 34.00'
VIA
X
.......... ....
N
744
K.
EL. 33.70
ACRES
C 0.80
ru
vi. -
V -
�,\ 01-
w . . . . . . s�
CO INV.
s-'s
`,Y . ....... .. -
1Z C -
is
V
'46 11
52,
28
'V 2�57
-27- '10"MAE
k, V. I U �1� 11 " * % ��­ -
'CIAK
LF - 36" RCP 0.50%
2,34 C 0.85
F 2
55
0. % _11" 7,7 -_7 (7
�,WV 25,66
EXISTING
30b
1 7�' .3,V.'
4" RCP
Is
Z
010
77 77 -7 =--
to 0,0 UE
8
10
PROPOSED CATCH BASIN
PROPOSED FINISHED GRADE CONTOUR
X
Z_
J
CB-13
2v - Z- .......
STA 3+52.26
Is: . . . . . . . . . . . . . . . .
"I
RIM = 34.20
-14 �7
INV IN = 29.58 DI-14 DI . . . \ A�,
INV OUT 29.58 CB-12 . . . STA 4+66-84
GO INV.
r
RIM = 33.40 's,
30.25
INV OUT 30.15 CB-13 . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . A<�
. . . . . . . . . . . . .... S�
. . . . . . . . . . . .
4qp
4V#
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. . . . . . . . . . . . . . . . . . . . .
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16 27 -
. . . . . . . . . . . . . . . . . . . .
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5
s, tts
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. . . . . . . . . . .. . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . .
GRAPHIC SCALE
. . . . . . . . . . . . . . . . ..
.. . . . . . . . . . . . . . 1\ 0 15 30 60 go
. . . . . . . . . . . . . . . ... . . . . . .. . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . vj1
......... ...... ...........
SCALE: 1"=30'
..... . . . . . .
.......... V
. . . . . . . . . . . . . . . . . . . . . . . . . --- p 4,
I � . . . . . . . . . . . . . . . . . . .
. . ... . . . . . . . .
. . . . . . . . ..
1 1 5 1 6 1 8
F.111
A
Al
X
I
F
1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT - 15 BURTON
INDUSTRIAL PARK
vw
DICLICSON
community Infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
CA
o.U28597
L
1111110,6
CHARLOTTE SHELBY
1230 WEST MOREHEAD ST. 201 WASHINGTON ST.
SUITE 400 SUITE 200
CHARLOTTE, NC 28208 SHELBY, NC 28151
7041731-7000 ..7041406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
1919/673-6400 1 18031356-0507
DRAINAGE PLAN
SHEET TITLE
20120084.00.WL CONSTRUCTION SET
PHASE
PROJECT NUMBER
10.26.12 C1 13
RELEASE DATE SHEET

1
2
3
E
0
7
1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART- IT IS NOT
TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
8 REQUEST.
2- MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
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Zr 13 LIMITS OF DISTURBANCE z t -
Q 430,173 SF (9.88 ACRES)
a t
Q ! - "_......__" � 'TEMPORARY ROCK PIPE ___ °
INLET SEDIMENT TRAP �� -_-- __ -.--_ ��x.._-._ _..__.:;i; $ =� }
• --TEMPORARY ROCK PIPE
INLET SEDIMENT TRAP
"r TEMPORARY -
CONSTRUCTION ENTRANCE S TEMPORARY
x _
^ 1,
CONSTRUCTION ENTRANCE
r:
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4" % P APRON„..
- � ' , CLASS A RIPRA _
- , ,
-
La 12.6 , W=16.4 , D50=2.1
- CLASS A RIPRAP APRON 200'
-
La-12.6,W-- 16.4,D50=2.1
PERMANENT S P WALE#1
__._...
•
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NORTHWEST � , ...__.
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BOULEVARD o _-__-_ _. __ o _ _ " _
DOR � �. ---__� ,." _ _ _ _
'NV its & ! __. _ _ _.__^ _ - _ ._ LOD LOD �� -
S 1 1:,, L �{�
_ _ L ��Lo �- _ PERMANENT SWAL #2
.._...._.._-..._......._LOD �r L LW LOD _
'�: � .........� 6 LDD �
.-.".- ,. -.. ,.-._.- a ..,.�.�__._....._........ .__ -
.
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^_ s '"a• `<" � s � „'' •' ..- �..__ ._ _ ,w .- � ". _ ". "-: �[ = wt _.... _, a x '..... .,�� -. ___.......__ <` .,.._,-.»......_., ., `=.�, LOD LOD LOD
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TUDfLOD L L L O
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€ ;< ; €' € ,' , ; ,, _."_.___ . , " , �♦R10Y .. ;• DIC - 192 LF
TEMPORARY DIVERSION '" ^ TEMPORARY DIVERSION QF?A �: • 2.7EXISTING
LF r .� ♦ ; € ( � .. ��
e
DITCH A - 492
DITCH B - 427 F� -: ♦ -�
-�� ." ♦.� � • ♦+' ♦♦ ♦ :ESTORMWATER +iI
BEGIN ORANGE SAFETY FENCE AND
ACRES) TEMPORARY GRAVEL DIVERSION (2.52 ACRES) POND
_N. DIKE FOR VEHICLE CROSSING .+ ♦ $ E
TEMPORARY SILT ! :�.ji ♦ r' \'L,_._ _ _ \ O SILT FEN
i TEMP ROCK _ - TEMPORARY DOUBLE FENCE
! a �` ♦ �!' ___.. TEMPORARY"D♦VERSiOPF�
CHECK DAM (TYP.} r .�'♦ TEMPORARY GRAVEL DNERSION ��<'`OJT
r . CH E = 169, LF,
„�« ♦'� DIKE FOR VEHICLE CROSSING ♦• S - _
I
i ;' '� ♦• � ♦♦ 9 ,� ,._. (4-.55ACRE
,
R
,
Illiiiiit � ' TEMPORARY STONE �' � � LOD00
.�
a�' o
' r ♦.� OUTLET CONTROL { ) ♦-------
• _ L TYP, - 'i` ,
€ 1 � I'♦ ' i €-� i `.t;, �♦♦�� ♦♦ a � a�T
€ ,.� � ! � .,\ �,�1♦ a ♦♦
I 1 O �3 ; !
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lTY � v\ 010
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e
E P.
f !
E ;.t i - �.+� '__" ,= r•=r\ TEMPORARY DIVERSION
DITCH D - 460:LF " ' �� i ��'«" .`v v TEM00R RY Di1
- .\� rDD ♦ 1 . .fir "'� I
'` I '� ♦♦ (1.52 ACRES) �'' V ' ♦ ; �' 1 ©FTCH T�'
i OQL a41 0ai ✓o v ♦� 3 �? :�- / t rl �:\O ♦ 'li \ (0.1"aACMy
?t} } v vvv\ \
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fl !
TEMPORARY DIVERSION
�y/-� �\ " a
DITCH TYP t i �% r '' � d V ♦ I q L t � 1 �t?'� 4 v 4 \'.. V A v \�
( •) .� � ✓�o � r r s/ � L � e �1 ' .ice !• � y � ♦ f I Ik �� ,} ' � � i ! ; r �, �} ; 1 �, , i' 'v v' � v ,, ,v ,v
( `'• x I , , -z I: ti ✓ //,,r 1'j r' � � ! \ t �. • ice\ \ ♦ G' i ; .1� 1 � !' �� ' '\� �.� \ !
{. I ✓% � `'.� j F \o +/ 1 //f `/ /_ /' . '! ! q \.dl..: \� � ♦
t, ! �� �r ♦ DRAINAGE LIMITS TYP. r'' t .�`v :�� _ ♦.: �� V f;l' • !_v
( ) f p TEMPORARY�.1
/< ! v ♦ } �} 1 . S to ! f F L
ROCK SILT t' \ ♦ } 4 ° qq } \ i \
E I I I}I' i 3 I ,p ril Z`� �;t �r \♦♦♦ ff! 1\ `� \� CHECK DAM (TYP.)
-`, } i 1 i` €t ! IE I I t ___ f� ! 11 I it i ♦ ,r,r'' �'r'"f r �� // !? END�,ORAN'GEr\ .'",", i - 1 t�,l ;v ♦ Ci i' i } }Et } }l'^�i !q ' ?il1�; {{ # ' ♦ 1
I i 1 i i E1 li i € $ } i! i ♦ J r' ♦�� o0
SAFETY FEN
1 ♦ o / l � \i'� Y .'L�. ''`, , - � k 1 �E f j rF ..' 1k �\ i \ i � �� }} �'•j �,
3 � 1 l ■rrsrrrrwi�rr.rrr..rra.rr r�J` �'` ♦♦ � '� "_
ii I I1 t +rrrr.r#.rrr.r r �i' ♦♦
\1 \
r
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S 141 { END TEMPORARY .-'`� �`�rr.r■ � f`� 8 SAFETY FENCE
r.g � >< r I � • r.r.rr � r A � ♦ I I 1 € S v vA v
i I�, I � t DOUBLE SILT FENCE ,�- � •♦♦♦ •...rr3rrrrr i �' � 1 � vS :�� r�„. �-�,.`-"._. "`�'' ". .� �,, !� � � ! :;L : , ? ' � -.� �'
EXISTINGa•
1 !f ♦♦ rr� rr rr •ipD 7D0
I w ' STORMWATER r' •♦ .� r
I I i k I 1 € i i €{ o Y v� Y" •♦ r.i.rrrrrr.rrr.rar.`�---7D!)-��7DD iDDN"'
POND ! v '` � � •♦ ;�' aka a
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OUTLET CONTROL TYP. ♦• •' �"•`4•.`� �y '= '�.. �� AND ORANGE 14
:
€`
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SAFETY Y }
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♦
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,,''J TEMPORARY DIVERSION . ••� ♦ '� �aeo ��`�.,,,: � �` '�'�' ... � ....._"-,g..-_._ '. � t `, ,'= �
SILT FENCE ij. ♦♦ '.a •♦ * } ,:�, `:..;..` _ -".__ � i �':-.... �'� \` ..., �, L `'!�, ,
DITCH G - 497 LF . ♦ _ _ _ / i 1 1,3
� �+ ♦♦ ♦♦ � ♦♦ ♦♦ :: ���_ '�'-':;�:.. '�
(0.70 ACRES} ♦ ♦a �y'. ♦ ♦ \� 1jiD „`�.� .,.`. .�' -,t'•� '-\ .> ", _. "t9� w" \ i ! !\ a
♦ • ', ♦ -- a l \ ` - '! TEMPORARY DOUBLE
E
,
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w
w
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ry "
TEMPORARY ROCK SILT • ,`•. ;..�� _ .`
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TEMPORARY STONE
v. q i
CHECK DAM♦a f` ,■.. - a o t ! `? �
,
� . OUTLET CONTROL TYP. , TY P. ( }
t tP?l F� .,.$ �. ♦ `w. e � , ____ __ ..._ -�: �•-. _.-. ... ,. ` \\ -- --� ��^�.. .�' ♦ TDD -'`tea •� "`� '� �� i ,\\: ,t ` ` \ <: \
^ ,
TDD
_
x r
TEMPORkRY'DIVERSIf N ♦ \ 'mow ♦ a WEIR, ELEV. 28.00
\ r \ \ i ;
.-: ..�, ♦ \'..� � �. .,, `may � �. ., , �<"i%�. \ � �.�f'�• '`^ `r, e;'s a ! ' i ! \ ' ° ? \ z \
�. __.:,._._- _ ".._. <,u:__..---___. � i' �� DITCH _._365-LF z, ♦ '�o '�.. - z ,�.o <�. >� ,..�•. ��
LI >' !
0.55 ACRES)
TEMPORARY SKIMMER TRAP #i
` q � n�� � ,._ .` ♦♦♦�, � •` ! \ `,-. ,, .�: R SEDIMENT
, \ \ , \'` �'_ _ a W/ BAFFLES & 2.5 SKIMMER - 2.5" HEAD
. . .. . . a rI� , '\ 1 i ' ♦ \ \ ` \ >
- - . \ __ ♦ ! '� \ ` ♦ \ \\ \' r \�' ,-`:\ S '\ D.A. = 4.25 ACRES
. . . . . ...�. . . . . . - i ..._ . \ ♦ V . \ ♦ \ \ \ \ "� \ \ \ `\ l
t �"' ,.� 1 -_ f f i � 7 'E - - - - - �- �,! \ � _,__..__.-.-. �#" ,. �. \ '< 1 I ii ♦ \. q `t '` - `� \ � \ \ ,��' \' \��,.� .'`. �=;`.. `�-�-7\ t \ ` i
%2__ r` ' j _.w ti / \ ♦ E ., \ ♦ \ `� \\ \' .. '.... DEPTH 3.5
~.` ry \ _ \ (°' f ♦♦ ! \ \ ♦ \ \ w ` , TOP OF BERM ELEV. = 29.00
k ' € r �' - ''-3f--. ✓ r ��' �' i \�. t ''..• \Fa`\ - _ \ ..;}\ '� ♦ L s� ` \ ' °\raa\.�,
;.'. a` \\� ` r ♦ \ ♦ 1 ; 3 - \ ♦ \ \�. r" \"\ ''�! ati .t� y \`\
..... ... ..:.... .. ............... \ \ ♦ \ I �� . • \ \\. \ �` \� ,� \ SURFACE ELEV. - 28A0
\ \ ti \ �Tbp b ♦ 1 F ` \ \ e' r w \ \ ♦ \ \
i ............ ................... - r \ \ ♦ \\ t; BOTTOM ELEV. - 24.50
I er ,t \ :. . \ \ I ♦ L \ \ ti \e \
\ i
I . . .. . . - . . as
A. _-.}
I + # ^�` s✓ ,/ may. \ v ♦ \ 1 \ ♦ \ \ \ ` \ .' \\ .. .;. <r a ;,•\\ i
j i I i ! > � i! i!: 1 r \�k , ... .. .-�..`� �. '' ✓r , ` r ... �. .. .. .7... --..M1 \ ♦ r \ \ � ♦ , `\,� �' ? \ � ♦ . .�. \ � \ \ off ♦ \�\a �', ��`
! ti . ✓' . ... . . .... ry. p> ' �e ti `\ \� {! \ YS 1 \ \ cry \ f .
r ... ,. ♦ s \ t q.` ♦ , 4 WEIR, ELEV. 27.00
r �� .' '�_t END OR
�\ v
....-•...•....�. "` I�' �P..�.'.'.'.�.'.'.'.�.�.�.�.�.�,�� } .'..•.'.'..'.'..�. .�.�. ``-:, '^�` y� �, \'\ r i \ \ s \-^ :\ \ �\ ♦ e ti \\ r`�\� \
.: \ � <'•' q�, e ti . ` \ \ SAFETY F)ECE ♦ \, f• `\ i \ \ 441v.
.` ... ... ... ..�. �i . .. . . . .. . ... ./
i LIMIT OF 4041401 WETLAND TYP. ! e. y 4• \ - J�\ \ \ a 4 i...
( ) :.... -__ f ! ` \ `', q M z'' ` .4• \\ "` \` TEMPORARY SEDIMENT TRAP #2
-.,,....... .. .., ... WI BAFFLES
BEGIN ORANGE SAFETY FENCE ' . y ".' , .1` 1 ti ` q ; 3 \ .� zy r♦ . \ \ D.A. = 0.79 ACRES
)7-.7-�. � ..\�� . � �-,\`�ti `':\ `'` �',, •I `z �`� �'ti 3-..;,�:`�\ ,:,'• `''\ � :! a♦ .,�� DEPTH 3.5'
END ORANGE SAFETY FENCE ��' W� d ' 9`` �, wi , s E\ \e / \ TOP OF BERM ELEV. = 28.00
'V�,"" �, '. ae.♦ ,: /�/ o ,--_ A. '•, �� ` ♦♦ A :q 3 1'�?. ..�q Ati -\ `>-\ `r AV t �..,- ., �.
SURFACE ELEV. = 27.00
\ ' ` ~ \ ♦ BOTTOM ELEV. = 23.50
TEMPORARY SKIMMER SEDIMENT TRAP #3 ��\� � .� � . � .'�,.`. �.. \ ♦ .'��' , \ ••. -.:w4 \, �yp�
WO
GE
RAN
I � D.A. = 0 70 ACRES - ' ...... \ ". \\ ♦ �' ! 'i Do « - -
FB u� .r : �y.... ' ........ '� s y \ ♦ \ L ! ' S+F TIC/ l -
f
1 DEPTH=3.5' L......,'''.} L `"....
♦ -
�` ♦♦ \ �°
TOP OF BERM ELEV. = 28.00 L ........'..... ............... \y - \ ,:y . , , 4 ` .♦ i `q; !, `y �: . , �..._, a+ \ F `- .. _ _« 2 ..
SURFACE ELEV. = 27.00 ;,i ..........
_ .. \ \ w ♦ e TEMPO ZY" IV RMON
BOTTOM ELEV. - 23.50 `�........ . .... : ; , ..;'. \ '" !? }' `L ` ♦♦ ! u�' \ ' ` ^ ' 'c- , . y�\ •.y\ y
w�„ •. \ "� DITCH L - 412 F
r . .. . . . . ... :j . ... . . .. . . .. .. . i r. \ '`; 1 ♦ L ~...'4 j n i a \ e , b y�. - it
. .� . \ .-a..r�\ \, i L''.,s! ` Z ! l ..~ ^, ,. - •1 titi .�.�'�,'`',, e. �'� (Q.3VACf?C�7
4' WEIR ELEV. 27.00 _ . -ram - f , r ;! > > , ,�z �� '� ,, �i� b, \ ' `_-
>V vvtt . v�� K�� va♦ '� ``vv v`�`r A�"� L'. v q - _..
r x}. . \ q,,i, y' �•, 5 A __, .«_ i \` `\ �\ `\` :: TEIVIROI�ARY Di�1=RSION
BEGIN ORANGE SAFETY FENCE TEMPORARY DIVERSION -'.. _ - `- ' = w_ _ m_o `,\ \`F.. \s,q' DITCF? - 392 LIF
l ......... `\
f DITCH H - 405 LF (0.9 ACRES. !n
r (0.68 ACRES) ............... .
......... �' :� y_.. ... ............ � ti,'' TEMPORARY SEDIMENT TRAP #4
... ......^ ..... '.h. ....:....... �: ....' \ `,``` ° `\ :,' W! BAFFLES & 2" SKIMMER - 2" HEAD
................ ... ` �• '� :T �� .. �. .... ............ "... ..... - ."
PHASE I - CONSTRUCTION SEQUENCE NOTES-
1.
OBTAIN GRADING PERMIT AND ALL OTHER APPLICABLE PERMITS PRIOR
12.
CONTRACTOR SHALL INSTALL ANY ADDITIONAL EROSION CONTROL
TO ANY LAND DISTURBING ACTIVITY.
MEASURE REQUESTED BY THE ENGINEER OR NCDENR TO ACCOUNT FOR ANY
2.
SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH THE OWNER, ALL
FIELD CONDITION ENCOUNTERED.
CONTRACTORS FOR LAND DISTURBANCE AND/OR EROSION CONTROL,
13.
THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN
AND NCDENR PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION
ALL EROSION CONTROL DEVICES AND STRUCTURES.
CONTROL PLAN.
14.
ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
3.
FLAG THE CONSTRUCTION LIMITS AND MARK ANY TREES, WETLANDS
ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL
OR EXISTING STRUCTURES NOTED TO REMAIN.
PLANNING AND DESIGN MANUAL, US DEPT. OF AGRICULTURE.
4.
STABILIZE CONSTRUCTION ACCESSES, CONSTRUCTION ROUTES AND
15.
EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND
EQUIPMENT PARKING AREA WITH GRAVEL AND TEMPORARY VEGETATION.
AFTER ANY MAJOR STORM EVENT. IF ANY FAILURES ARE FOUND THEY
5.
CONTRACTOR TO CLEAR AND GRUB A CONSTRUCTION PATHWAY FOR
SHOULD BE REPAIRED AS SOON AS POSSIBLE.
INSTALLATION OF EROSION CONTROL MEASURES BEFORE CLEARING
16.
THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
AND GRUBBING THE ENTIRE SITE. CLEAR AND GRUB NO CLOSER THAN
EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN
10 FEET FROM WETLANDS AND STREAMS.
BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
6.
INSTALL TEMPORARY SEDIMENT TRAPS, SILT FENCES AND STONE OUTLETS.
17.
COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL
TEMPORARY SEDIMENT TRAPS SHALL BE SEEDED WITHIN 15 DAYS.
OF PHASE I EROSION CONTROL MEASURES.
7. EXCAVATED MATERIAL FOR SILT FENCE INSTALLATION TO BE PLACED ON THE
UPLAND SIDE OF SILT FENCE.
F 8. INSTALL TEMPORARY DIVERSION DITCHES, ROCK DAMS AND ANY
EROSION CONTROL MEASURES AND DEVICES AS INDICATED ON PLANS.
9. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, CLEARING
AND GRUBBING AND GRADING MAY BEGIN PER PHASE I EROSION CONTROL PLAN.
10. NO TREES MAY BE REMOVED FROM THE SITE WITHOUT FIRST IDENTIFYING
TREES TO REMAIN IN THE FIELD WITH YELLOW FLAGGING.
11. NO ENCROACHMENT OR WORK IS TO BE DONE OUTSIDE THE LIMITS
OF DISTURBANCE AS INDICATED ON PLAN.
1 1 2
18. CONTRACTOR IS RESPONSIBLE FOR VERIFYING OFF -SITE BORROW OR WASTE
SITES ARE PERMITTED THROUGH THE SEDIMENT POLLUTION CONTROL ACT AS
A ONE -USE BORROW SITE, THROUGH THE MINING ACT, OR IS A LANDFILL
REGULATED BY THE DIVISION OF WASTE MANAGEMENT.
19. INSTALL ORANGE SAFETY FENCE AT LIMITS OF DISTURBANCE AT LOCATIONS
INDICATED ON PLANS.
3
TEMP. SILT FENCE
TEMP. ROCK SILT CHECK DAM
(TDD)=TEMP. DIVERSION DITCH
404/401 WETLAND
TEMP, ROCK PIPE INLET
SEDIMINT TRAP
LIMITS OF DISTURBANCE
DRAINAGE LIMITS
ORANGE SAFETY FENCE
al
w LDD � LOD �
BEGIN ORANGE �. , . y' ................... 4 \\ ,.,`, D.A. - 3 ACRES
................. , ........ _ v�"s, q v =a' : ��,;
. , .. ........ . ............. :._, . .. -•� DEPTH = 3.5'
SAFETY FENCE �- ... , ...` , ` . .............. ...............:.�..............
' \ TOP OF BERM ELEV. = 24.00
SURFACE ELEV. = 23.00
. . . . . . . . . . . . . . . . . . . .
r� BOTTOM ELEV. = 19.50
LIMITS OF DISTURBANCE 4' WEIR, ELEV. 23.00 �'.'.'..','.'.'...'.......%
430,173 SF (9.88 ACRES)
.i. i TOTAL DISTURBED AREA 9.95 ACRES
ONSLOW COUNTY C CVBV#A NT COMM BUL: M - 4W V3 SF OR 9A ACRES
LED SIGN PLAN - 2,878 Sr- OR 0.07 AGES
NOTES:
GROUND COVER SCHEDULE
SITE AREA DESCRIPTION
STABILIZATION TIME FRAME
STABILIZATION TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY WATER
7 DAYS
NONE
(HQW) ZONES
SLOPES STEEPER
IF SLOPES ARE 10' OR LESS IN LENGTH
THAN 3:1
7 DAYS
AND ARE NOT STEEPER THAN 2:1, 14 DAYS
ARE ALLOWED
7 DAYS FOR SLOPES GREATER
SLOPES 3:1 OR FLATTER
14 DAYS
THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH SLOPES
NONE (EXCEPT FOR PERIMETERS
FLATTER THAN 4:1
14 DAYS
AND HWQ ZONES)
NOTE:
PER THE GROUND COVER SCHEDULE SHOWN HERE, OR AT THE COMPLETION OF ANY PHASE
OF GRADING, WHICHEVER PERIOD IS SHORTER, DISTURBED AREAS SHALL BE PLANTED OR
OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION.
5
on
1. SEE SHEETS C127 AND C128 FOR EROSION AND SEDIMENT CONTROL NOTES;
STABILIZATION NOTES; MAINTENANCE REQUIREMENTS; AND DETAILS.
2. STABILIZE DISTURBED EARTH AREAS WITHIN 14 DAYS FROM COMPLETION
OF GRADING ACTIVITIES EXCEPT FOR PERIMETER DIKES, SWALES, DITCHES,
AND SLOPES WHICH MUST BE STABILIZED WITHIN 7 DAYS.
3. THE SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED
IN ACCORDANCE WITH THE STATE OF NORTH CAROLINA EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL PRACTICE STANDARDS AND
SPECIFICATIONS.
4. THERE ARE NO WETLAND IMPACTS ASSOCIATED WITH THIS PROJECT.
5. CONTACT PERSON RESPONSIBLE FOR MAINTENANCE: JEFF HUDSON (910) 3474747
0
C
E
E
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT - 15 BURTON
INDUSTRIAL PARK
WK
DICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
CA
1 �
N 028597
1NE'' Jac
,,�1�111111ti11Ct\
CHARLOTTE SHELBY
1230 WEST MOREHEAD ST. 201 WASHINGTON ST.
SUITE 400 SUITE 200
CHARLOTTE, NC 28208 SHELBY, NC 28151
7041731-7000 704/406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919/573-6400 803/356-0507
F EROSION
CONTROL PLAN
PHASE I
SHEET TITLE
GRAPHIC SCALE
o za 40 so 120 20120084.00.WL
� CONSTRUCTION SET
SCALE: 1 "=40' PHASE
PROJECT NUMBER
7 8
10.26.12 C 114
RELEASE DATE SHEET
2

ACCESSIBLE PARKING AND
SIGNING STANDARDS
q q
I.L 777777
2
A I
o TURN DOWN CURB (TYP.) 77
R=5' PARKING BUMPERS (TYP.)
oR=10' - -` - - - -
z' R=15' g� 8' 5' 8 8 R=15' - - - -
\ 13' 16.83' 13' I N R=5' R=10'
HCR
® ® HCR
Eo � I STOP
HCR a °
44
a
.a a R=56.5' � 5, e - ,
COLUMN M R=56.5'
(TYP.) T d
a
a R=45' d �_�,-, a - DO NOT ENTER IGN
s r 7 6.1 16.83' 6.1' - T - in a: __.- - C
I 24" CURB AND It
N ° R=45' -
` ° GUTTER (TYP.) ""' ' 1 5'CONC ETE
a =
U-) 5 5 SIDEWALK (TYP.)
N LCj a
.y O. 4' N
e °
a ° Y a
I so I 'I
N ° c N 4
6-INCH CURB a
r 18.25'
13.67' 30.83' 13.6T a as '
11.5' In A. Y °
a4 5' CONCRETE
SIDEWALK (TYP.) 6-INCH CURB 18" CONCRETE BAND (TYP.)
Ijj`UII'' BRICK PAVER WITH
RUNNING BOND PATTERN
(TYP.) - SEE DETAIL
" 3 FLAG POLES
4 4'X1 V CONCRETE PAD
A NOTES: ONSLOW COUNTY .
1. SEE ARCHITECTURAL PLANS GOVERNMENT CENTER
FOR COLUMN DETAILS
C
I
E
F
10' SKIP LINES 2' MINI -SKIP LINES
YELLOW OR WHITE YELLOW OR WHITE
30 13
40 15
*NOTE: ALL PAVEMENT MARKING SHALL HAVE A
MINIMUM DRY THICKNESS OF 20 MILS,
WIDTH APPLIES FOR A "WIDE" LINE. "WIDE" LINES ARE
GORE LINE N
*NOTE: WHERE TWO WIDTHS ARE INDICATED, THE FIRST 00
WIDTH APPLIES FOR A "NORMAL" WIDTH LINE. THE SECOND
WIDTH APPLIES FOR A "WIDE" LINE. "WIDE" LINES ARE
REQUIRED WHEN DESIGNATED IN THE PLANS, OR WHEN WHITE
DIRECTED BY THE ENGINEER.
DIAGONAL LINE
EDGE LINE � �eb
YELLOW OR WHITE
YELLOW OR WHITE 4-
CROSSWALK LINE
00
TURN LANE LINE
WHITE
WHITE STOP OR TRANSVERSE BAR
MAIN ENTRY LAYOUT
1" = 20'
LANDSCAPE BED 1 /2" EXPANSION
JOINT
ASPHALT PAVING
GRADED
'
AGGREGATE BASE
.-
COMPACTED SUBGRADE
XPANSION JOINT
ROADWAY PAVING 1 /23' R 611
3" R ASPHALT
24N CURB -}- GUTTER TO PAVEMENT
CD
TURN DOWN CURB DETAIL N
NOT TO SCALE d
*NOTE:
CONTRACTOR TO PITCH GUTTER
AS REQUIRED FOR PROPER
DRAINAGE.
f w CURB
CENTER LI N
YELLOW WHIM BRICK PAVERS TO HAVE
18-INCHES CONCRETE
BAND SURROUNDING 18.
FIELD OF BRICK RUNNING BOND
PAVEMENT MARKINGS LINE TYPES
SEE MAIN ENTRY LAYOUT PATTERN
NOT TO SCALE
GENERAL NOTES
1. ALL PAVEMENT MARKING SYMBOLS SHALL BE NCDOT IN COLOR STANDARDS.
2. PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED AS TO ENCROACH
INTO INTERSECTION AREAS.
3. ON PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT MARKING
SYMBOLS SHALL NOT BE PLACED ACROSS TRANSVERSE EXPANSION JOINTS
UNLESS APPROVED BY THE ENGINEER.
4. DISSIMILAR PARKING USES SIDE BY SIDE REQUIRE BOTH LINE COLORS.
Ij- 20"
I '
12"
1l�.ri
STRAIGHT ARROW
PAVEMENT MARKINGS ARROW SYMBOL
NOT TO SCALE
RUNNING BOND PAVER
NOT TO SCALE
BRICK PAVERS W/
HAND TIGHT, SAND
SWEPT JOINTS
1" SAND
SETTING BED
4" COMPACTED ABC
COMPACTED
SUBGRADE
BRICK PAVERS IN PEDESTRIAN AREAS
NOT TO SCALE
18" CONCRETE BAND
BRICK PAVERS WITH HAND
16,. 5/16" EXPANSION JOINT TIGHT, SAND SWEPT JOINTS
MATL. AND SEALANT
4"
a. a
a a 4 a 1" SAND SETTING BED
a. �' a• 4
I -II! 6" COMPACTED ABC
=91L1, COMPACTED
ISUBGRADE
BRICK PAVERS IN TRAFFIC AREAS
NOT TO SCALE
1 1 2 1 3
NOT TO SCALE
0 6" STEEL
I FILLED W/ CONC. WITH
PVC SLEEVE SEE SPECS.
AREA PAVING
db s' db db ab db °b db STONE BASE
! V-6" CONC. BASE
_ 4000 PSI AIR -ENTRAINED
_ CONC. (MIN 57, MAX.
III I 7% AIR CONTENT).
REFER TO PLAN FOR
' LOCATIONS.
6" 6" 6"
STANDARD
CONC. BRICK 1'-6"
TYPICAL BOLLARD
NOT TO SCALE
5 I 6 I 7 I 8
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Z FROM THE T1AkYEL LANe. ERECT ALL OTHER "D "E" AND "F" 9106 WITH THE NEAR EDGE OF THE
"ION AT THE EDGE OF TI4E I QER Pl M qS FT. 161214I►UIM CLEMANCB, 19 FT. DESIRABLE, FROM THE EM OF �
TRAYEL LA#R), OR A$ DIMUNIOHED Om PLAN SHEETS. .r .0
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0 STOP
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MAAhANCE IS 7 FT. WERE REQUIRED FOR 'PEDESTRIAN TRAFFIC AAOYOR PARKED VEHICLES. Uj � r�
A. THE A IM .CAL ONO VERTICA AND HORITrKA ZONTAL 01IMEHNYi ON
EN TYPES
IIN INDUS 18 TOi"THE
F 9I6PI9 IS
WHOLE INCH. EACH IIQN PANIL HAS A MINIMUM OF 2 BOLTS PER Sk."00.
A. ATTACH $ION WJ HEX ROAD MOLT, NYLON WASHER, ININ, FLAT'XASHIR, Lit tYAIHinI HEX.NUT
NO H,"LINO OF THE 410 WILL BE PUMITTED. SEE A EMILY DETAIL SHEET# E OF 904.50.
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36"X 38" $IflN
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UNITS ON ATTACHED SHEET
*gI14=11 4 PT. SETWEEN CHANNEL POSTS
Z
W
�"� 1 FORMED HOLE FOR #4 REINFORCING BAR WITH
2' MIN. LENGTH (TYP. EA. PARKING CHOCK)
DRIVE REBAR FLUSH WITH TOP OF CHOCK.
\ (PER SPACE) SET 18" FROM EDGE OF PAVEMENT.
J' STANDARD PRECAST CONCRETE PARKING CHOCK
PARKING STRIPE (TYP.)
i
PARKING BUMPER DETAIL
NOT TO SCALE
5
- j. oa; sm Per
qp 4,! N&J49 SKIN W"
NOLt9 ONIa119, an. Ftvo
tssb. i
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CHAN!!i PL1aT SR CfliiCIITHE
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
MINIMUM NUMBER
MINIMUM NUMBER OF
PROVIDED
OF ACCESSIBLE SPACES
ACCESSIBLE SPACES REQUIRED
SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO 300
7
1
301 TO 400
8
1
401 TO 500
9
2
501 TO 1000
2% OF TOTAL
1 IN EVERY 8
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
1 IN EVERY 8
EACH 100 OVER 1000
ACCESSIBLE SPACES
SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA).
SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES
NOTES:
1. ALL 12%18" ACCESSIBLE SIGNS (R7-8 & R7-1)
SHALL BE MOUNTED AT 7 FEET FROM GRADE
TO BOTTOM EDGE OF SIGN FACE (MUTCD).
MOUNTING HEIGHT CAN BE REDUCED TO
5 FEET IF PLACED IN AN AREA BETWEEN
SIDEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE NOT EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA.
HANDICAP PARKING DETAIL
NOT TO SCALE
no
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2XIIN FACE
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trli" Tntpi. ,
114K OF SION 0""t. PUT
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VALIOATIO4 $TICKER
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RESERVED PARKING RESERVED
MUTCD
PARKING MUTCD MUTCD
PARKING
R 7-8 12"x 18" MUTCD
12"x18" DISABLED
R7-8
PASSENGER 12"x18"
LOADING
ONLY
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MAXIMUM REQUIRED ACCESSIBLE MAXIMUM R7-8D
PENALTY R�-8D RESERVED PARKING SIGN PENALTY 12"x9"
$ 250 12 x9
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VAN R7-Sa SEE STANDARD NO. 50.10C
ACCESSIBLE 12"x6" r FOR SUPPLEMETAL E
D w SIGN DETAIL
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SEE STANDARD NO. 50.10E
& 50.10C FOR SUPPLEMENTAL 'n
n SIGN DETAIL W
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FINISHED GRADE FINISHED GRADE
IIIII II . fllf IIIIII IIIII..:III
IIIII ``.� IIIIII� IIIII =.� lIIIl�
SIGNAGE`� ACCESSIBLE ROUTE
® ® © Q Q (SEE NOTE 3)
SEE STD. NO
50.09 FOR
DETAILS
8' 8' 8' 8' 5' 8'
F
1. THIS DRAWING IS THE PROPERTY OF MM ARCHITECTURE AND IS
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT -15 B U RTO N
INDUSTRIAL PARK
vw
DICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations. North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
o. 28597
Ne
I1,111Illttt,l\\
CHARLOTTE wSHELBY
1230 WEST MOREHEAD ST. 201 WASHINGTON ST.
SUITE 400 SUITE 200
CHARLOTTE, NC 28208 SHELBY, NC 28151
704/731-7000 704/406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
9191573.6400 803/356-0507
MAIN ENTRY LAYOUT
AND DETAILS
VAN
1.6CCESSIBL�
SPACE
ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT SHEET TITLE
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING���A�MENT MARKINGS .
20120084.00.WL CONSTRUCTION SET
PHASE
PROJECT NUMBER
7 $ 10.26.12 C122
RELEASE DATE SHEET

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PROPOSED CURB RAMP W1 LANDING
PROPOSED OR FUTURE SIDEWALK
ALLOWABLELOCATIONS
-
DUAL RAMP RADII ........... ANY
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UTILITY STRIP
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TRANSITION DROP TRANSITION
CURB
VARIABLE SLUFF
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ISOMETRIC VIEW
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E E WARNING DOMES WILL CONTRAST vISIBILITY WITH ADJOINING! SURFACE, D3HT ODJ1R EITHER LI N- K,
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OR OARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE RAMP NC
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BACK OF SIDEWALK DROP REQUIRED FOR ALL
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BACK OF SIDEWALK DROP REQUIRED FOR
SIDEWALK SLOPES 0.04.
HEET 1 OF 3 DETECTABLE WARNING DOMES
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PLAN VIEW OF TRANSITION NOTES:
EXPRESSWAY GUTTER TO 2'-6" CURB AND GUTTER -IN THE TRANSITION FROM 4'-0" CONCRETE EXPRESSWAY GUTTER TO 2'-6" CONCRETE
CURB AND GUTTER, PLACE It" EXPANSION JOINTS AT 25' INTERVALS.
-PLACE GROOVE JOINTS 1" DEEP AT 12'-6" INTERVALS BETWEEN EXPANSION JOINTS.
-FILL AND SEAL THE TOP 1•2" OF THE EXPANSION JOINTS AND 1" OF CONTRACTION
SHEET 3 OF 3 JOINTS WITH APPROVED JOINT SEALING COMPOUND. SHEET 3 OF 3
846.011 846
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1. CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
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PLANS OR AS DIRECTED BY THE ENGINEER.
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3. COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
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8• CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33% MAXIMUM.
9. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
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10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
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12. CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
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MEDIAN ISLANDS A MINIMUM OF 5`x5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
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18. CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.
1848.051
HEET 3 OF
SHEET 3 OF 3
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EXPANSION JOINT
(SEE STD. 846.01)
CONSTRUCT STANDARD SIDEWALK 5' WIDE AND
CROSSWAL
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PLACE A GROOVE JOINT 1 " DEEP WITH �" RADII
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IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
N
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ONE �" EXPANSION JOINT WILL BE REQUIRED AT 50'
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INTERVALS. A �" EXPANSION JOINT WILL BE REQUIRED
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WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
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SIDEWALK
1
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SEE STD. DWG. 848.05 FOR WHEELCHAIR RAMP LOCATION 50r-014
REQUIREMENTS AND CONSTRUCTION GUIDELINES. INTERVALS r
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11. �`, � Y
1/$" RAD SURFACE OF "EXPANSION JOINT 0
m JOINT SEALER SIDEWALK
r •y, P •yP .'a.•P 'e.'P 'r ►• 'd. P' d.'P 's.'a ••aP W CD
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CA TRANSVERSE EXPANSION JOINT o W
v IN SIDEWALK PLAN VIEW z F-
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1,42" EXPANSION JOINT „ env
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/ r •p �id. r •p'.d' ••A .•d'•r .p tied• r .p,•a ••e ,q4. .• '.. `�.. ''y,.P •�•.P 'ay P
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SIDEWALK QQNQ PAvPuPNT
HEET 1 of 1 DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK SHEET 1 of 1
848.01 848.01
1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART. IT IS NOT
7 TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
8 REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
REVISIONS
0
C
E
E
ONSLOW COUNTY
GOVERNMENT CENTER
LOT -15 BURTON
INDUSTRIAL PARK
vw
DICKSON
community Infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
(910) 762- 4200
Office Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
,,,'yyy111111111/
,•NOR /.
• Q-� FE L
NO, 28597
,
L
!!11011 n 111yyy,�
CHARLOTTE SHELBY
1230 WEST MOREHEAD ST. 201 WASHINGTON ST.
SUITE 400 SUITE 200
CHARLOTTE, INC 28208 SHELBY, NC 28151
7041731-7000 704/406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919/573.6400 803/356-0507
SITE DETAILS
F
SHEET TITLE
201200$4■00.WL CONSTRUCTION SET
PHASE
PROJECT NUMBER
1 2 3 4 5 6 7 8
9 0.26.12 C123
RELEASE DATE SHEET
F<
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TOP A EW
r___1_ONSLOW COUNTY GOVERNMENT NOTE_ -
CENTER BUILDING 1. PROVIDE MINIMUM SLOPE OF r/FT TOWARD
DUMPSTER PAD DRAIN,
1 2 3
6" THK. CONCRETE
4000 PSI MIN. OR
SECTION 'C'
(SEE SECTION 'B' FOR SIMILAR NOTES)
#5 BAR CONTINUOUS
(TYP) 6X6-19X2.9 WWM
AT MIDSLAB
6" THK. CONCRETE
4000 PSI MIN. OR
AS SPECIFIED IN
THE GEOTECH
REPORT
A X, x
a.
1TI-fJ=1 II III=III=11T
12"- I s„
COMPACTED 6" THK. MIN.
SUBGRADE CRUSHED STONE
BASE OR AS
SPECIFIED IN THE
GEOTECHNICAL REPORT
SECTION 'B'
DUMPSTER PAD
NOT TO SCALE
BARBED-WIRE APRON
ON EXTENSION ARMS
TOP RAIL OR TENSION WIRE
BRACE RAIL
CORNER, END, OR PULL POST TIE WIRES OR
CLIPS (TYP.)
TRUSS ROD
(3/8" MIN. DIA.)
111=III=II I e- =II I=I II=III=I II=III-11'
1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
8 MOTTO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
- 0"
REVISIONS
E POST Yam, E WIRES OR
HOG RINGS
CHAIN -LINK FABRIC a (TYP,)
XXI (9 GAGE, 2" MESH) o LINE POST
3
U
BOTTOM OF m
FABRIC < NSION
WIRE
CV
=III-11111-'' GRADE---'111-111Ti 11
a AHOG RINGS (TYP.)
16" MIN. DIA. 10" MIN. DIA.
CONCRETE BAS
NOTES: °
1 GATE CONTRACTOR SHALL PROVIDE OPERATOR
PAD PER MANUFACTURERS DIRECTION. 10'-0" MAXIMUM 10'-0" MAXIMUM
2. GATE OPERATORS, CONTROLS, TIMERS, LOOP LINE POSTS TO BE EQUALLY SPACED
DETECTORS, AND OTHER ITEMS REQUIRED TO
OPERATE GATES ARE TO BE PROVIDED BY
CONTRACTOR IN ACCORDANCE WITH SPECIFICATION. CHAIN --LINK SECURITY FENCE DETAIL
3. KEY PADS AND GOOSENECK STANDS ARE TO BE
PROVIDED BY CONTRACTOR. NOT TO SCALE
ARE 10' CENTER OF POST TO
WHERE CENTER OF POST MAXIMUM
D. 2-SUPPORT ARM WITH 3
V� �f STRANDS OF BARBED WIRE
LAMP TOP RAIL
E
)STS
SLIDING GATE POST DETAIL
NOT TO SCALE
#5 BAR -
CONTINUOUS (TYP)
6X6-2.9X2.9
WWM AT MIDSLAB
°..X_ -Xx .. X;4 G
a
II-11 1l1-III 11I I a
11_
6" THK. MIN.
CRUSHED STONE a Z
BASE OR AS
SPECIFIED IN 6" 12" a0
THE GEOTECH
REPORT SECTION 'D'
PC
ca
i
U
IA OF m
POST AS
SPECIFIED
J
U
BOTTOM RAIL
N
GRADE
D
CONCRETE-,'o a
FOOTING
a
D M
• ■
c
D
TABLE 1
GATEPOST
LEATFGATE
POST
FABRIC
"A"
"B"
C*
POST
WIDTHOD
HEIGHT
DIA
DEPTH
EMBEDMENT
6
2.875
8 -0
4
BACK FRAME
GATE FRAME
I 2.875" O.D.
1.660" O.D.DIAG. MEMBERS 2.375" O.D. SCH. 40 LATCH POST
STIR, WT. 1,816#/ET. 03.65 #/FT TOP & BOTTOM
OR SCH. 40 MEMBERS
2.272 #/FT. IF .. . 1
I IF
2"
MALLEABLE
1660" O.D.
TIES 12"O.0
IRON ROLLERS
ENTIRE GATE TO
HAVE FABRIC
#7 GA. TENSION
LATCH
ATCH
STD. BAR
WIRE TOP &
AND BANDS
BOTTOMj HOG
1.90"
RING TO FABRIC.
O.D.
1.90" O.D.
2"
�
--------
6" CL.
/
..
NOTE:
... :
1.90" O.D. STIR. WT.
ALL FABRIC SHALL BE
02.176 #/FT. OR
4" O.D.
#9 GA-2" MESH
SCH. 40 02.72 ##//FT.
Q
SUPPORT
WITH TWISTED END
TYPICAL ALL VEIIICAL
I
POSTS
SELVAGES ON TOP
MEMBERS
(2 REQ'D)
AND KNUCKLED END
U.
SELVAGES ON BOTTOM
'
GATE OPENING = 30 FEET
(BETWEEN POSTS)
NOTE:
GATE PIPE SIZES SHOWN
ARE MINIMUM ACCEPTABLE -
2„
CONTRACTOR SHALL SIZE
FOR GATE WIDTH.
TYPICAL
GATE FRAME
NOT TO SCALE
GATE POST GATE POST
SEE TABLE 1 (TYP)
TYPICAL LINE AND PEDESTRIAN GATE DETAIL
NOT TO SCALE
E
TOP GATE
CORNER
RUSS ROD
'-' ` TOP GATE HINGE
TENSION BAND
TENSION BAR
BOTTOM CORNER AND HINGE
GATE POST
OST TOP
UNBUCKLE
USS ROD
TURNBUCKLE BAND
TENSION BAND
TENSION BAR
PIPE BRACE
BRACE END
BRACE BAND
TENSION BAND
LINE POST
BRACE BAND
BRACE END
BAND AND LINK
TRUSS ROD
7
2.5" ASPHALT CONCRETE
SURFACE COURSE, TYPE S9.513
SEE GRADING PLAN
FOR PAVEMENT SLOPE
6" AGGREGATE BASE COURSE
COMPACTED SUBGRADE
(SEE SPECIFICATIONS FOR
COMPACTION OF SUBGRADE)
LIGHT DUTY PAVEMENT DETAIL
NOT TO SCALE
2.5" ASPHALT CONCRETE
SURFACE COURSE, TYPE S9.5121
SEE GRADING PLAN
FOR PAVEMENT SLOPE
8" AGGREGATE BASE COURSE
COMPACTED SUBGRADE
(SEE SPECIFICATIONS FOR
COMPACTION OF SUBGRADE)
MEDIUM DUTY PAVEMENT DETAIL
NOT TO SCALE
1.5" ASPHALT CONCRETE
SURFACE COURSE, TYPE S9.5B
SEE GRADING PLAN
3" ASPHALT CONCRETE
INTERMEDIATE COURSE, TYPE 119.08
FOR PAVEMENT SLOPE
8" AGGREGATE BASE COURSE
4
COMPACTED SUBGRADE
(SEE SPECIFICATIONS FOR
COMPACTION OF SUBGRADE)
�\O��\�/�O�/\O�/��/���\O�;
HEAVY DUTY PAVEMENT DETAIL
NOT TO SCALE
6" CONCRETE PAVEMENT
SEE GRADING PLAN
FOR PAVEMENT SLOPE
° 4" AGGREGATE BASE COURSE
COMPACTED SUBGRADE
(SEE SPECIFICATIONS FOR
COMPACTION OF SUBGRADE)
O\i\O\i\O\i\O\i\O\i\O\i\O\i\O\i
CONCRETE PAVEMENT DETAIL
NOT TO SCALE
L/IJ 111tV COURSE
ROADWAY
DRIVEWAY TO EXISTING ROADWAY
CONNECTION DETAIL
NOT TO SCALE
FULL DEPTH
HEAVY DUTY
PAVEMENT
CL
ONSLOW COUNTY
GOVERNMENT CENTER
LOT -15 BURTON
INDUSTRIAL PARK
vvFK
DICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations: North Carolina
South Carolina
Georgia
C NC LICENSE NO. F-0374
r
No. 028597
','L ••' `�tiG Ikvs •,
!!!lllllylt���,
19
CHARLOTTE SHELBY
1230 WEST MOREHEAD ST.
201 WASHINGTON ST.
SUITE 400
SUITE 200
CHARLOTTE, NC 28208
SHELBY, NC 28151
7041731-7000
7041406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919/573-0400 803/356-0507
SITE DETAILS
SHEET TITLE
20120084"00"WL CONSTRUCTION SET
PHASE
PROJECT NUMBER
10.26.12 C124
RELEASE DATE SHEET

1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
1 NOT TO E THE OR COPIED IN WHOLE OR IN PART. IT IS NOT
TO BE USED
ON ANY ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
© Z C7 GENERAL NOTES: Z
0 m O v m BACK OF CURB FRAME RATE AND HOOD O
I --I F•-I Cn I.,I E TD.N - 40.03 USE CLASS B CONCRETE THROUGHOUT.
C ,� NOTES: H Q C X PROVIDE ALL CATCH BASINS OVER W-6" IN DEPTH WITH STEPS 12" ~ Q
N 0 Q 1.4 Z �" ON CENTERF- f. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66_ Q � � REVISIONS
�I--I 0 O W1 FT. D g�+ * THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING Vr V n IO-I� O - P ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, R #4 BAR DOWELS AT ,ZR C, Ca
2 KEYWAY O
rry Z = STANDARDS: 838.01 , 838.11 , 838.21 , 838.27, 838.33, LL J a I --I Z r l O ..� Y v•; `v o v o'_:: p Y o ll 12" CENTERS AS DIRECTED BY THE ENGINEER. LL J a I --I Z NO. DATE DESCRIPTION
I --I n 838.38, 838.51, 838.57, 838.63 AND 838.59• O O CA _ I --I Z � = n :: o r L - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O x
T n n rrn * INSTALL PRECAST ENDWALLS WITH WINGS AND PAY LU Q QT"'LL = = O n C7 m o A - --- --- _ :o. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB LU Q mod- LL =
Z „ FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. ~ V O C7 Z m ch o- ,o AS SHOWN ON STD. N0. 840.00. F- U O Ur
Z = O 1-0 it -OF, * USE 4000 PSI CONCRETE. _ Z 1--I IULl2 O O O ____ 6" o B 6" = USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. = F- Z W
• O 1r-1-r * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTAi AB15 J Z G)O " ° a:; tr FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER LL 0 -�
A C7 2 ­11Z 3 _. FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING OU) Cr Q C� _ = Z o 8'-O" TO 16'-0" IN HEIGHT USE 6" WALLS AND BOTTOM SLAB. AWUST
D D O I TO ASTM A1$5 WITH 2" MIN. CLEARANCE. Z I.1 D ° ''' °' P' ° QUANTITIES ACCORDINGLY. O N
' Z I --I
H H2 H2 * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH F�-r eo ° v CONSTRUCT WITH PIPE CROWNS MATCHING. tL
0 0 ' CS/RCP I OSHA STANDARD 1926.704. � O CD p ' PLAN " SEE NOTE CHAMFER ALL EXPOSED CORNERS 1. Uj
O
H1 H1 I PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY ' f0 Z X ' O
I CONTRACTOR TOP ELEVATION _ SECTION X-X DRAWING NOT TO SCALE.
- * ALL ELEMENTS PRECAST TO MEET ASTM C913. 0 m 0o
IF WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED. TOP ELEVATION
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".ii 06 STEPS - STD. N0, 840.66
8" 0.C.(TYP.) B° 8" O.C.(TYP.) 5EE STD.NO. $40.03 STEPS T N 4 .
REFER TO CHART
-n REFER TO CHART FOR BAR SIZE W 6,-
m FOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS � J y m °• = o � TOP ELEVATION ` ` - -Al
�
CO ELEVATION AT B CTS.THE CONTRACTOR WILL HAVE THE OPTION O J z
11 m O SIDE TO INCREASE THIS BAR SIZE AS NEEDED- LL Q o {,7 I p• A
Z ;..� fr-I O o r- I u °' . v .'• v. T p E 11--I
I CA Z , CA co :'v ' :'1 �:'°• ' EMI Z
Lu
3 W uu N " .4 p = Err G 6„ = 3
N N 0. ' m 07 6 C 0' 6"
_ ENDWALL DIMENSIONS Q SECTION Y�-Y ;�. ¢ 0-
C? D W2 (FT -) DC a -H ao• e 0 =
_ Z FT. MINIMUM MIN./MAX. MIN./MAX. MIN.IMAX. !MINI./MAX. MIN./MAX. G e ; M Z :c, D
>D Z O PIPE DIA. BAR SIZE H1(FT.) H2(FT.) D (FT.) W1 W2 O :1r1 a C O RISER HT. O
n n n VARIER x a
-4v _ n 1.0 #5 @ 8" 1.25/2.00 2.00/3.75 1.25/1.75 3.00/3.75 5.50/6.00 Q 3 (J1
N 1'iT { m 1.25 #5 @ 8" 1.25/2.00 J.00/3.75 1.25/2.00 3.5013.75 6.50/6.75 Z = _ � -1 T °' Z cc
- v ¢ p ` i'! v 6° T SECTION J-J W '+• '*
-V m 1.50 #5 @ 8 1.25/2.00 3.00/4.25 1.50/2.50 3.50/3.75 6.50/6.75 F- _ F- H
11 n C/) V = n ° ' v - •°p WHERE 30" TO 38" PIPE IS USED c/) W
m 2.0 #5 @ 8" 1 .50/2.50 4. 00/4. 75 1 .75/2.50 4.00/4.25 7. 50/8. 25 = T W ° CY SEE NOTE WHERE SECTION PM EMS USED x CV
z z D 2.5 #5 @ 8" 2.50/3.50 4.0016.00 2.00/3.00 4.50/5.50 10.00/11 .50 CA y w r1'I � Z WHERE 30" TO 36" PIPE IS USED CA v --
� v 0 � Z
O I% 3.0 #5 @ 8" 3.00/3.50 5.00/6.00 2.75/3.50 5.25/5.75 11.50/11.75 J Q C7 1y-I VARIESHT J o r17q 1
a ��yQ 3.5 #5 @ 8 3.2514.50 6.00/6.75 3.25/3.50 6.0016.75 12.00/13.25 Z W fn Z 0_ p,:r - J ZUj
V
x L 4.0 #5 @ 8" 3.50/4.50 6.50/7.00 3.25/3.50 6.50/6.75 13.00/13.25 ;0 B LLJ
M ° :..:•�' 8 '� 1734
PLAN 4.5 #5 @ 8" 4.00/5.00 s.50/8.50 3.25/4.00 7.00/9.25 13.50115.75 A �'.'1 py A
t a
5.0 #5 @ 6" 4.50/5.00 7.0018.50 3.25/4.00 7.25/9.25 13.75/15.75 °I
5.5 #5 0 6" 4.50/5.00 7.50/8.50 3.25/4.00 7.25/9.25 14.00/15.75 L
6.0 #5 @ 8" 4.50/5.00 7.50/8.50 3.25/4,00 7.75/9.25 14.75116.75WHERE 42" TO 54" PIPE IS US@D6. .6• - ... • .
DETAIL SHOWING METHOD
ONSLOW COUNTY
HEET 1 OF 1 SHEET 1 OF 1 HEET t OF 2 Of RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 GOVERNMENT CENTER
838.80 838.80 r840.O2 1840.021
__ - -- - LOT -15 BURTON
o0 o o o� INDUSTRIAL PARK
EXPANSION JOINTS F~-.>_
I --I Z
>HOM z CJ >t-1-Io=O 6 E�j 4 6 4 -8 50 .vw
M Z _q = > LL J d H z I j Z � _ W # BAR 'IV" I B,� 6" STD. 840.03 FRAME 0 � OL = Z
=,o•InC GENERAL NOTES: Waz�= =oTnm 3rr 11t" 1y�" GRATE a� HOOD uj�Q�= DICKSON
tzn x o +, ,► ¢ v O rz x v Q ca O CD community Infrastructure consultants
z H - o � USE CLASS A CONCRETE . H = z LU z" _ o � � � F- x Z w
n CHAMFER ALL EXPOSED CORNERS 1 ". o O �) _ Z R y R - W �.- , " o o c wILMINGTON, NC 28401
O Q 1--1 Cq F-- u_ O J O i F- LL JMARKET
y Z H D D �� PLAN 6 -o z I -a [phone]
L
101
CnH r ALL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING STEEL ARE TO CENTERS OF BARS. L1_o co ,ny "' y c-o Office Locations: North Carolina
Q O p a _j a CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
z PLACE A STONE DRAIN CONSISTING OF ONE (1) CUBIC FOOT OF NUMBER 78M STONE CONTAINED G Z 5 o South Carolina
Z IN A POROUS FABRIC AT EACH WEEP HOLE. PLACE SUBDRAIN FINE AGGREGATE BENEATH, AROUND J '� b ob USE ON FLAT E V EXPANSION JOINT e" �-+ NC LICENSE NO. i -0374
-1 AND OVER THE STONE DRAIN SO THE STONE DRAIN IS COMPLETELY COVERED BY A LAYER OF SUBDRAIN Q GRADES 2% AND UNDER V
FINE AGGREGATE AT LEAST ONE (1) FOOT THICK. WHERE THERE IS MORE THAN ONE WEEP HOLE IN A
c!) N WING WALL, PLACE A HORIZONTAL DRAIN OF SUBDRAIN FINE AGGREGATE AT LEAST ONE (1) FOOT SQUARE p p 1 3P-Or - „ DEPRESSED GUTTER LINE
I IN CROSS SECTION TO CONNECT ALL STONE DRAINS. PLACE A VERTICAL DRAIN OF SUBDRAIN FINE Z S EXPANSION JOINT m
Z AGGREGATE AT LEAST ONE (1) FOOT SQUARE IN CROSS SECTION AT EACH WEEP HOLE TO AN ELEVATION W c0 PLAN OF TOP SLAB SECTION S-S ~�
vD z OF TWO (2} FEET BELOW THE SURFACE OF THE EMBANKMENT. o W co GO Z ELEVATION xo Z �`�.�N CA
0 U_ }� _ NORMAL CURB AND GUTTER ON LIGHT GRADES LL 1--1
t7 W ¢ ' _ '-' C7 Vi
1--1 2 H 0 F=- n = F-I : • No. 02 7 r
Z Z T - m CA 8" E #8 "W" BARS #4 BAA IF TOP NORMAL GUTTER LINE Z Q L1J
D � IV 'JD EXPAN8ION JOINT
-4 0
Z Q V C� = m Z #4 BA a USE ON GRADES VIER 2+R ELEV. ( = a y••
EQUAL
LAI NV�
o v %� is •.
�o '
CD mCa 0 Q W CID 10" DEPRESSED GUTTER LINE Q '�'�+rrLert�tF,`��
Cry C7 C7 Q (� Cn 4.. -4 p 6„ EXPANSION .]DINT 1'- F I I MAT(, O
wpD ���•+=D DOWEL ELEVATION F-H�'
Z = Q SECTION R - R NORMAL CURB AND GUTTER ON STEEP GRADES LY =
-0 H CC
r
Z CO Irli Q y z MINIMA DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN BASED ON MIN. NEIQHr N WITH NO RISER • � L)
C m Q
DIMENSIONS OF BOX AND PIPE COVER CU.YDS• CONC. IN BOX DEDUCTIONS J
CO I 1 Z Z O PIPE SPAN WIDTH WIDTH SPAN MIN. RETORT DIMENSION BARB-U BAR$ V BAR$ W TOTAL TOP BOTTOM OT-OONili>II ONE PIPE
GJ C. Q D A B C G H E F NO. LENGTH NO. LENGTH N0. ENGTH LBS. SLAB BLAB C.M. R.C. L1J
o Z 12" 3'-0" 2'-2" 2'-9" - 0.235 0.772 0.015 0.026
Z 15" 3'-0" 2'-2" 3'.0" 0.235 0.829 0.023 0.036
0 0 F- 18" 3'-0" 2'-2" 3'-3" 0.235 O.BB7 0.033 0.048
Cal C0 24" 3'-0" 2'-2" V-9" 0.235 1.001 0.069 0.085
Uj 300 3'-0„ 2'-2„ W-4'^ 4'-3" 1P-2r1 4-01, 4 1'-5'„ 2 3'-9f 3 W-9N 39 0.123 0.321 1.433 0.092 0.127
> 38 3'-0 2 -2 3 -10 4'-0" 11-8 4'- 0 4 1 -11 3 3'- 9 3 3 -9 43 0.161 0.358 1.714 0.132 0.178 D
42" 3'_0" 2'-2" 4'-5" 5 -3 1'-5" 3' 2" 4 1'-8" 2 2' 11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243
r Z B.
W-0" 2'-2" 5'-0" 11
5 -9 2'-0" 3'-2" 4 2'-3" 3 2'-11" 3 2'-11" 35 0.145 0.352 2.0 2 0.235 0.317
64" 3'-0" 2'-2" 1 5'-7" 6'-3" 2'-7" 3'-2" 1 4 2'-10" 5 2'-11" 1 3 1 2'-11" 41 0.180 0.388 2.387 0.297 0.401
HEET 1 OF 1 SHEET 1 OF 1 HEET 2 OF 2 SHEET 2 OF 2
838.45 838.45
rep . 4S 840.02
40 ■ 02 •RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840 ■ 02
rvrt 4 X D OUTLET W/DITCH OUTLET W/O DITCH Z v z F_..Y_
� D CLASS 'B' RIP RAP CLASS I RIP RAP CLASS 'B' RIP RAP CLASS I RIP RAP 1.0 ">_ "-o � N I k r
' Z A TONS T LE S.Y. TONS TE ILE TONS T -LE S.Y. TONS TE ILE Q ¢ 1C„1• Z 43NOTE: USE TYPE E F AND G GRATE - rr Q Q
>1-,O=N 12r1 2 5 5 2 5 1 4 2 1 4 zoc7 >1.10�p0 cV P� P ZpCV, V-
CD O " Q H � O O UNLESS OTHERWISE NOTED. n � � a F- � - -
v -i LL I -I o -I O _
HZ�=n 15 2 7 7 3 7 1 5 3 2 6 OC�xZ mZ =-r PA ooca.o= _
�n-i 18" 3 10 9 4 10 2 7 4 2 8 oSZ B ppcLLJz-
LL
=TIZam 24" 5 14 15 7 15 3 11 7 4 12 �aV<OCD =�z�m 2� I I 2 r, ac��0o
;z a -n------- 30" 8 21 21 11 22 5 16 11 7 17 Fa,.= ZUj Z=-0p0 F� N�1 N N �o�
36" 11 28 29 15 30 7 22 16 10 23 v LL o ' "` o ,ri _ ,
C7 n D D D 42" 15 37 39 20 39 10 28 22 13 30 z O Co CC
n Do n �'� _ SECTION - Li 8ECTION - MM C O CO) Q
.� 48" - - 49 26 50 - - 28 17 38 > ! 9 D z H x
ii p ' --- - _ ^ - 54' - - 60 33 62 - - 36 21 47 W p CD ' A 0 A EDGEALIGNOF WALLFRAME WTO ALLOW INSIDEITH - W p
Z - SD - - 73 40 75 - - 44 26 56 O z C� FOR VERTICAL ADJUSTMENT p. 1rr p
- - - - - - - - 66" - - 87 48 89 - - 54 2 7 WALL SECTION ° ' x
3 6 r�
72" - - 102 57 104 - - 64 38 78 I ©
C NOTE: 4 X D N SECTION - BB T
FOR CALCULATION PURPOSES SECTION - PP SECTION - NN
~ CLASS 'B' RIP RAP = 100 LBS. /FT3 W B +'
m - CLASS I RIP RAP = 105 LBS./FT3 J p�
E M cC O m FRAME GRATE A 'Y J _ � rr C M E
Mn z 2 X D O O 3) z , S HOOD SS a - oC
oG) LL 0 ��_I tom
CC
N B D B v W m 1- 1 6 f, r rr 6 rr -
M x 11 1 " M 0 %w X C - - " 0 0 t C
O p-�•-1 Q Z 3' -o'r X �, Q Z Q
z PLAN ©� CO) M n °C Q
v
Q n a Z K -K
aD SLOPE 1 L'2 :1 OR FLATTER CCC p, 0 m D L M Pm a a N
v p a n Nip SECTION - AA Q W p
> v Q p" v Q CHARLOTTE SHELBY
7D I �o - - F,., y 1230 WEST MOREHEAD ST. 201 WASHINGTON ST.
D cn n Z a L M `� 7" ° CII SUITE 400 SUITE 200
H Z D 1 Cl)0 0 Z J FRAME PLAN a to = � O CHARLOTTE, NC 28208 SHELBY, NC 28151
if m G7 H 2 2 .��" _,r r �� 5 "%IION - JJ H W LLJ 704R31-7000 7041406-6000
-1 T PLAN c� O y O �1 �j �r t� �i+1yy'�� s -orb y� 0 �
CO Z > I F 1 r, rr " n
= GEOTEXTILE W F�-1 0 x -- _ R _ 3 R W U. Ox RALEIGH LEXINGTON
rSECTION A -A 0 z 1 �r rr 2r- +, rr _ rr X LL 9131 ANSON WAY 1070 SOUTH LAKE DR.
m T ~ rr r rr 6" " 1 O r,'� r r rr �'' RALEIGH,SUITE 204 UITE A ,
INCNC 27615 LEXINGTON SC 29073
y PIPE OUTLET WITH DITCH 3 3 -0 3Y� 4-U r --co 9191573-0400 803I356-0507
H= RIP RAP TO TOP OF PIPE (MAX. H = D } T) GEOTEXTILE SECTION - KiC
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS 21-111� IF.-j 4F�$r
HEET 1 OF 1 T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION B-B SHEET 1 OF 1 HEET 1 OF 2 R SHEET 1 OF 2 DRAINAGE DETAILS
876.02 PIPE OUTLET WITHOUT DITCH 876.02 84C HOOD ELEVATION sE�rl°" ' Rp 840.03
F F
SHEET TITLE
20120084.00.WL, CONSTRUCTION SET
PHASE
PROJECT NUMBER
� 2 3 4 5 6 7 8
10.26.12 C 125
RELEASE DATE SHEET

1
014
3
0
1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
0
a
LL.
a-
m
0
Q
a
M
N
O
N
CV
d
0
I
C
IC
14
F
NOTES:
THICKNESS 0.025 In.
SECTION DEPTH 7.0 In.
SECTION WIDTH 24 In.
MATERIAL WEATHERABLE RIGID VINYL
STANDARD COLOR GRAY
VINYL SHEET PILE SECTION
F2
NOTES:
OUTSIDE WIDTH 0.025 In.
INSIDE WIDTH 7.0 In.
MATERIAL 6063-T6 MARINE GRADE ALUMINUM
RECOMMENDED ACCESSORIES BEVELED PVC WASHER, 45- AND 90'
AW-850/855 CORNER INSERT
STANDARD COLOR/ GRAY
SURFACE TREATMENT
ALUMINUM CAP
STORMWATER POND SHEET PILE
WALL WITH CAP
NOT TO SCALE
B
18
18
B\
2 0
STEEL
,`
PERMANENT POOLIN
PIPE
EL. 29.00
I
EL. 27.75
2.0" 000
STEEL PIPE
r
BOTTOtL P9D �
`o
r:
s:
,' ,
EL. 26.00'
6"
3'-0"
6"
Ll
"
6
6"
SECTION A
-A
A
PLAN
TOP OF POND �
EL. 32.25' n 1
36" RCP
OUTLET CONTROL
STRUCTURE #1
NOT TO SCALE
NOTES:
1. CONTRACTOR TO SUBMIT SHOP DRAWINGS SEALED BY A
PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN STATE
OF NC INDICATING TYPE OF WALL, LOCATION, LENGTH, TOP
ELEVATION, BOTTOM OF FOUNDATION ELEVATION, CROSS
SECTIONS INCLUDING BACKFILL MATERIAL TYPE AND LIMITS,
AND QUANTITIES. INDICATE DETAILS, DIMENSIONS,
OPENINGS, WEIRS, AND RELATIONSHIP TO ADJACENT
MATERIALS.
EMERGENCY
SPILLWAY
EL. 31.25'
PIPE THROUGH SHEET
PILE WALL.
CONSTRUCT AND SEAL
PER SHEET WALL
SUPPLIER
REQUIREMENTS.
EMERGENCY SPILLWAY
NOT TO SCALE
L
�Q
PLANTING SCHEDULE FOR STORMWATER POND
VEGETATIVE SHELF
QTY
SYM
BOTANICAL NAME
COMMON NAME
SIZE
HYDROLOGY
1230
IV
IRIS VERISCOLOR
BLUE FLAG
UP
TO
4'
REGULARLY OR PERMANENTLY UP
TO
6" DEEP
90
JE
JUNCUS EFFUSUS
SOFT RUSH
3'
TO
4'
INUNDATION
UP TO 1 % PREFERS A DRY DOWN PERIOD
20
PC
PONTEDERIA CORDATA
PICKEREL WEED
UP
TO
4'
REGULAR TO
PERMANET INUNDATION
UP
TO 1 DEEP
20
SL
SAGITTARIA LATIFOLIA
DUCK POTATO
UP
TO
4'
REGULAR TO
PERMANENT INUNDATION
UP
TP 2' DEEP
250
ST
SCHOENOPLECTUS
TABERNAEMONTANI
SOFT STEM BULRUSH
UP
TO
10'
REGULAR TO
PERMANENT INUNDATION
UP
TO 1' DEEP
255
HA
HELIANTHUS ANGUSTIFOLIUS
SWAMP SUNFLOWER
3'
TO
7'
1 VARIABLE,
FREQUENT TO SEASONAL
INUNDATION
NOTES:
THE 10' VEGETATIVE SHELF AROUND THE WET DETENTION BASIN SHALL BE PLANTED WITH THE SPECIES LISTED IN THE PLANT SCHEDULE.
PLANTS SHOULD BE PURCHASED FROM AN APPROVED VENDOR AS PLUGS READY FOR PLANTING. EACH SPECIES SHOULD BE PLANTED
AROUND THE 10' VEGETATIVE SHELF ACCORDING TO ITS HYDROLOGICAL PREFERENCES. MINIMUM SPACING BETWEEN PLANTS IS 1---FOOT.
10' MAINTENANCE STRIP
10' MAINTENANCE
STRIP
3.1 32.45
32.45 3: A
WIER
TOP OF WALL
y
EL. 29.00'
EL. 32.25'
r
3•
85.6'
3: '
10' VEGETATIVE
.
SHELF
1.5" STORAGE
.
\�
111ro'.
TEMPORARY POOL
^?
EL. 30.00' 77•.�
H WT
SHEET PILE WALL
29.50
PIPE OUTLET THROUGH
-
W/ CAP (TYP)
TOP OF WALL
PERMANENT POOL
10 VEGETATIVE
SHEET PILE WALL.
..
ELEV. 28.50'
EL. 29.00
SHELF
CONSTRUCT AND SEAL
PER SHEET PILE WALL
PIPE OUTLET THROUGH
.
SUPPLIER REQUIREMENTS.
SHEET PILE WALL.
=
_
CONSTRUCT AND SEAL
DC'D CUCCT DII C' WAI
SHEET PILE WALL
EL. 32.25
1 33.2'
i 87.6'
=.
�� 48" EW
INV. 26.00
RIP RAP APRON
CLASS 1
LA = 49.0 69.0
50 =116"
6 7 8
SHEET PILE WALL
t
EL. 28.50_-
,;29
28,_
I vr'h
cz EXISTING_ t z
STORMWATER _-- - V `v ` t
SHEET PILE WALL POND ;`
I EL. 32.25
0'
r
� a
f
SHEET PILE WALL
EL. 28.50
I`
-.h.
_ _
27
E �
J 10' MAINTENANCE STRIP
- e
JE JE 141.5'
10'
25
25
74.1' f 130.4' RETAINING WALL WITH
--"--
GUARDRAIL (SEE
- SHEET PILE r ARCHITECTURAL AND
EL. 28.75 50 ,�;, B
26 2' 35 FOR FOREBAY , STRUCTURAL PLANS)
HA .75 WEIR REBAY WALL -1 40 / + ,
_ EL. 29.00 \
ST
104.5''
SHEET PILE
FOREBAY WALL _ r
EL. 29.00 >
` SHEET"'
108.7' L. 2$.5 SHEET PILE WALL .�
i
27.0, o 0 0�x =EL. 32.25
RETAINING WALL WITH
GUARDRAIL (SEE
ARCHITECTURAL AND �0 ,,
I A
e t i t
STRUCTURAL PLANS) `
40
S T
40
1.5" RUN OFF VOLUME
25' EMERGENCY I EL. 30.00
SPILLWAY
EL. 31.25 , ; 0.9
RETAINING WALL WITH, \,� 1 i 20 i I
GUARDRAIL (SEE 6 PC
ARCHITECTURAL AND 6.0 3
STRUCTURAL PLANS) t
i
BANK l '� `2 A
i 1 1 &.
\' ' �, � �l \ �= I OUTLET CONTROL � f
25� �.
\; ? STRUCTURE r r,3 0
MAINTEI�NC STRIP I TOP EL. 30.00 HA5
1 _
INV. EL. 27.75
55
HA \ s r
5 1
_. _- -} ♦ - . t I 5 5.4 +r)
6.3
M
32.
`-•, fix;. `. E i v ; _' . \ • �� e f
- 47 9'
17
�D • ,� 3
38 LF - 36" RCP @ 0.40% 1 :4
INV. OUT = 27.60
STORMWATER POND CIL4RASS BAPRON
SCALE: 1 " = 20' LA = 36.0
W = 45.0'
D50 = 11.2"
NOTES:
STORMWATER POND TO BE USED FOR SEDIMENT CONTROL
DURING CONSTRUCTION. CLEAN OUT BASIN TO PLAN
DIMENSIONS PRIOR TO USE AS A STORMWATER POND. x
10' MAINTENANCE STRIP
7
32.45
3. 32.45
1 TOP OF WALL � 101 -3--
EL. 32.25 240%
% � .• 25 25
'• • �, 10 1.5 STORAGE 3:
,/./i� /. EL. 30.00' i.
'! PERMANENT POOL29.50
29.50 i� 70,• y EL. 29.00' _,�SHWT
EL. 29.00
L
,/ FOREBAY WIER TOP OF WALL
10 VEGETATIVE \ \ �� . ,: VEGETATIVE
SHELF EL. 28.75 EL. 29.00 SHELF
i/ / SHEET PILE FOREBAY V .
WALL WITH CAP TYP.
SHEET PILE WALL SEE DETAIL THIS SHEET
W/ CAP (TYP) ( )
TOP OF WALL
ELEV. 28.50
�;.,\; ; �� ji.i `,'/•;% �' i,`/� �, ,� SHEET PILE WALL
W/ CAP (TYP)
>Xi, TOP OF WALL
BOTTOM QF v ELEV. 28.50'
=POND_ E.
26 00:
SEDIMENT
;.vi/%��;� yf STORAGE
ELEV. 25.00
SECTION A -A
ELEV.25.00' TYPICAL SECTIONS THRU STORMWATER POND
NOT TO SCALE
SECTION 13-13
E
F
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT - 15 BURTON
INDUSTRIAL PARK
vw
DICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
,,+'+++il�rrrrrrri
C 'Ile
oF• ��
No. 2 97
CHARLOTTE SHELBY
1230 WEST MOREHEAD ST. 201 WASHINGTON ST.
SUITE 400 SUITE 200
CHARLOTTE, NC 28208 SHELBY, NC 28151
704/731-7000 704/406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919/573-6400 8031356-0507
STORMWATER POND
DETAILS
SHEET TITLE
20120084.00,WL CONSTRUCTION SET
PHASE
PROJECT NUMBER
1 2 3 4 5 6 7 8
10.26.12 C126
RELEASE DATE SHEET

1 I 2 I 3 I 4 I 5 6
EROSION AND SEDIMENT CONTROL NOTES: MAINTENANCE REQUIREMENTS
7
EROSION CONTROL NOTES
1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND 1S
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR iN PART. IT IS NOT
8 TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
0
C
X
E
F
EXISTING GROUND
SOIL STABILIZATION FABRIC -'
UNDER 2" OF 3"WASHED STONE
PUBLIC STREET
w
W
z1w f�
En
pD U
J
m
D_
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2" OF 3" SIZE COURSE STONE OR RAIL ROAD BALLAST SHALL BE LOCATED
WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
6. SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED.
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
TEMPORARY SILT FENCE OR
MIN 4 2' MIN
COMPACTED
MATERIAL
CROSS SECTION- STABILIZE DIVERSION DITCH
WITH TEMPORARY SEEDING
UPSLOPE TOE POSITIVE GRADE 1.0% MAX,
SIDE SLOPES
2 1 (MAX.) %, l / 2' MIN.
PLAN VIEW
TEMPORARY DIVERSION DIKE
4' MAX.
NCDOT #5 OR #57
WASHED STONE-
�N
NCDOT #5 OR #57
WASHED STON
NOT TO SCALE
19 GA. HARDWARE
CLOTH (1/4" MESH
OPENINGS)
2'
CONSTRUCTION SPECIFICATIONS:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE
INLET.
2. DRIVE 5' STEEL POSTS 2' INTO THE GROUND, SURROUNDING
THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER
OF THE INLET A MAXIMUM OF 4' APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE
MESH UNDER THE GRAVEL FOR ANCHORING AS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND
SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN
STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH
FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH
GROUNDCOVER.
DROP INLET PROTECTION
NOT TO SCALE
1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE
STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO
HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE
DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL
THE SLOPE IS BROUGHT TO GRADE.
2. STABILIZATION MEASURES INCLUDING TEMPORARY GRASSING SHALL BE
INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED,
BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS
CEASED, EXCEPT AS STATED BELOW.
-WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER
OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE
INITIATED AS SOON AS PRACTICABLE.
-WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS
TEMPORARILY CEASED, AND EARTH -DISTURBING ACTIVITIES WILL BE
RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT
HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.
3, ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY
SEVEN (7) DAYS. IF SITE INSPECTIONS IDENTIFY BMPS THAT ARE DAMAGED
OR ARE NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED
AS SOON AS PRACTICAL OR AS REASONABLY POSSIBLE AND BEFORE THE
NEXT STORM EVENT WHENEVER PRACTICABLE.
4. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE
REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL
DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH
GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND
TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF
WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED
TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS
OF THE STATE.
5. 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.
6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING
OF MUD ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE
GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL
FROM PAVEMENT, AS MAY BE REQUIRED.
7. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS
NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE
RUNOFF AND/OR TO DIVERT SEDIMENT -LADEN WATER TO APPROPRIATE
TRAPS OR STABLE OUTLETS.
8. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH
SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY
TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED
TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT
SOURCE IN STORM WATER DISCHARGES.
9. INLET PROTECTION IS TO BE PROVIDED AT ALL EXISTING INLETS THAT
RECEIVE FLOW FROM THE DISTURBED AREAS.
10. CONTRACTOR SHALL PROVIDE ONE STABILIZED CONSTRUCTION ENTRANCE AT
ALL TIMES DURING CONSTRUCTION. LOCATION SHALL BE FIELD LOCATED AND
COORDINATED WITH THE OWNER.
11. PERMANENT STABILIZATION TO BE ACHIEVED WITH CENTIPEDE SOD.
CLASS A STONE
1 FT HEIGHT, 1 FT. BEYOND EDGES
STEEL POST
36' ABOVE GRADE (MAX.)
TEEL POST
FILTER FABRIC
/--36" MIN. WIDTH
CIA
COMPACTED SOIL
I
d"
0
L
r
10'
"_z
10 FT. MAX. SPACING WITH WIRE SUPPORT FENCE
�RT PONDING HEIGHT
NOTES: RUNOFF
1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE 9" MAX
SEDIMENT WHEN DEPOSITS REACH 30% OF FENCE HEIGHT. ®ruz,
(RECOMMENDED)
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT STORAGE HEIGHT
CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED.
3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING 8"
EFFICIENCY. -L4-
DESIGN
TYPE
WEIR LENGTH (L)
MIN.
DRAINAGE AREA
(APPROX.)
1
4.0 FT
1 ACRE
2
6.0 FT
2 ACRES
3
8.0 FT
3 ACRES
4
10.0 FT
4 ACRES
5
12.0 FT
5 ACRES
co � IL
ROCK SECTION DETAIL
TRENCH WITH GRAVEL
SILT FENCE - WIRE & STONE REINFORCED OUTLET
NOT TO SCALE
:E
DRIPLINE-�,
r
II s
PROTECTIVE
BARRIER u �- 3' MIN. STAKE HEIGHT
41
,� �� ABOVE GRADE
NOTE:
CLEARLY MARK TREES TO BE SAVED PRIOR TO CONSTRUCTION
AND PROVIDE A PROTECTIVE BARRIER AT THE DRIP LINE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE
EXTENDING OUT TO THE TIPS OF THE OUTERMOST BRANCHES.
TREE PROTECTION FENCE
HOINK1011101111111
STE
WIRE FENCING
WOVEN FILTER FABRIC
2'-0"
GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
FOR A PERIOD OF MORE THAN 30 DAYS,
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF
6 LINE WIRES WITH 12" STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
7. WERE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN:
A. AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
B. AT DENUDED LIMITS WHERE AN UNDISTURBED BUFFER IS 50 FEET
OR LESS AWAY
SILT FENCE
NOT TO SCALE
1. RESEED AND MULCH SEEDED AREAS WHERE SEEDLING EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS
SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
2. MOW SEEDED AREAS NO MORE THAN ONCE A YEAR. REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS
FULLY ADEQUATE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
3. RIPRAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED STONES. CONTROL OF WEED AND
BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS.
4. INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE CONSTRUCTION OPERATION.
IMMEDIATELY REMOVE ANY OBSTRUCTIONS FROM THE FLOW AREA, AND REPAIR THE DIVERSION RIDGE. CHECK
OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION IN A VIGOROUS, HEALTHY
CONDITION AT ALL TIMES.
5. INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER MAJOR RAINS AND MAKE REPAIRS
PROMPTLY. GIVE SPECIAL ATTENTION TO THE OUTLET AND INLET SECTIONS OTHER POINTS WHERE
CONCENTRATED FLOW ENTERS. SCOUR HOLES OR BANK FAILURES. MAKE REPAIRS IMMEDIATELY. MAINTAIN
ALL VEGETATION ADJACENT TO THE CHANNEL IN A HEALTHY, VIGOROUS CONDITION TO PROTECT THE AREA
FROM EROSION AND SCOUR DURING OUT -OF -BANK FLOW.
6. INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT, AND RESTORE THE TRAP TO ITS
ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE
TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA, AND REPLACE THE
PART OF THE GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT.
CHECK STRUCTURES FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE
SPILLWAYS TO ENSURE THEY ARE MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT.
IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIPRAP
DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURES
AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS, AND STABILIZE
PROPERLY.
7. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT.
CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT
RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE
STONE AS NEEDED.
8. INSPECT SILT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. SHOULD THE FABRIC OF A SILT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
HAS BEEN PROPERLY STABILIZED.
9. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES OF
NO. 4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE
IMMEDIATELY REMOVED.
10. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY, CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER
DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS
AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS
BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER
IN THAT PORTION OF THE CHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL
VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS
FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT
AND CROSS SECTION.
DESIGN TOP WIDTH 2'-0'
4" FREEBOARD 10% SETTLEMENT
FLOW .....
2: ? JypMUV 18" MIN. ��/A! AREA PROTECTED
NOTES:
BUILD RIDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELS OF
CONSTRUCTION EQUIPMENT. COMPACTED RIDGE MUST AT OR ABOVE DESIGN
GRADE AT ALL POINTS.
CHANNEL MUST BE CONSTRUCTED ON DESIGN GRADE.
LEAVE SUFFICIENT AREA ALONG DIVERSION TO PERMIT CLEANOUT AND REGRADING.
TEMPORARY DIVERSION DITCH
NOT TO SCALE
STEEL POST
WIRE FENCING
Z FILTER FABRIC
U_
= J cr
e
\--ANgHOR SKIRT B" MINIMUM
IN BURYING SKIRT, 8" OF
#5 WASHED STONE MAY BE USED
OVER TURNDOWN.
POST
STEEL
WIRE FENCING
z
FILTER FABRIC
#5 WASHED STONE
TEMPORARY DIVERSION DITCH LINING
ANCHOR SKIRT
6" MINIMUM
Ditch
DEPTH
TEMPORARY LINER
A
1.5
NONE
B
1.5
S150 Staple D
C
1.5
S150 Staple D
D
1.5
NONE
E
1.5
S150 Staple D
F
1.0
NONE
G
1.5
NONE
H
1.5
NONE
j
1.5
NONE
K
1.5
NONE
L
1.5
NONE
SEEDBED PREPARATION NOTES
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO
PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3" DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED
PREPARED DEPTH SHALL BE 4" TO 6" DEEP. IF SOILS ARE
COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6" TO 8".
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED
FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT
AND MAINTENANCE OF VEGETATION.
4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS
WITH ppH HIGHER THAN 6 NEED NOT BE LIMED. IF pH IS NOT
KNOWNI, APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW.
APPLY LIMESTONE AND INCORPORATE INTO TOP 4" TO 6" OF SOIL.
5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF
NO SOIL TEST HAS BEEN PERFORMED, APPLY FERTILIZER ACCORDING
TO SEEDING SPECIFICATIONS BELOW.
6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR
FURROW SLOPES STEEPER THAN 3:1.
7. FOR TEMPORARY SEEDING OF AREAS WHICH WILL NOT BE BROUGHT TO
FINAL GRADE FOR MORE THAN 15 WORKING DAYS, FOLLOW THE
TEMPORARY SEEDING SPECIFICATIONS BELOW.
PERMANENT SEEDING SPECIFICATIONS - PS
LOW MAINTENANCE AREAS
STEEP SLOPES OR
STONY,
SHALLOW OR DRY
SOILS
DATES
TYPE
RATE
AUG. 25 - SEPT. 15
TALL
FESCUE
100 LB/ACRE
FEB. 15 - MAR. 21
SERICEA
LESPEDEZA
30 LB/ACRE
KOBE
LESPEDEZA
10 LB/ACRE
GENTLE SLOPES, AVERAGE
SOILS
DATES
TYPE
RATE
AUG. 25 - SEPT. 15
TALL
FESCUE
80 LB/ACRE
FEB. 15 - MAR. 21
SERICEA
LESPEDEZA
20 LB/ACRE
KOBE
LESPEDEZA
10 LB/ACRE
HIGH MAINTENANCE
AREAS
GENTLE SLOPES, SOILS WITH AVERAGE OR BETTER MOISTURE, COOL SITES
DATES TYPE RATE
AUG. 25 - SEPT. 15 BLEND OF TWO TURF -TYPE 200 -- 250 LB/ACRE
TALL FESCUES (90%) AND
TWO OR MORE KENTUCI<Y
BLUEGRASS VARIETIES 10%)
GENTLE SLOPES, DRIER SOILS, PHYSICAL LIMITATIONS
DATES TYPE RATE
AUG. 25 - SEPT. 15 BLEND OF 50% KY-31 TALL200 - 250 LB/ACRE
FESCUE AND 50% MIXTURE
OF TWO OR MORE TURF TYPE
TALL FESCUES
GRASS -LINED CHANNELS, AVERAGE SOILS
DATES TYPE RATE
AUG. 25 - OCT. TALL FESCUE 200 LB/ACRE OR
4 - 5 LB/1000 SF
GRASS -LINED CHANNELS, DRY SOILS
DATES TYPE RATE
APRIL 15 - JUNE 30 COMMON BERMUDA GRASS 40 - 80 LB/ACRE OR
1 - 2 LB/1000 SF
AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF GROUND
AGRICULTURAL LIMESTONE AND 1000 LB/ACRE OF 10--10-10 FERTILIZER.
DRY SOIL, GRASS -LINED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND
AGRICULTURAL LIMESTONE AND 500 LB ACRE OF 10-10-10 FERTILIZER.
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF STRAW.
STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH
ANCHORING TOOL. JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS
LINED CHANNELS TO CALCULATED HIGH WATER DEPTH.
TEMPORARY SEEDING SPECIFICATIONS - TS
DATES TYPE RATE AMENDMENTS
JAN. 1 - MAY 1 RYE (GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND
FEB. 15 - MAR. 21 ANNUAL LESPEDEZA 50 LB/ACRE AGRICULTURAL LIME -
OR LOBE STONE AND 750 LB/
ACRE OF 10-10-10
FERTILIZER
DATES TYPE RATE AMENDMENTS
MAY 1 - AUG. 15 GERMAN MILLET 40 LB/ACRE 2000 LB/ACRE GROUND
AGRICULTURAL LIME ---
STONE AND 750 LB/
ACRE OF 10-10-10
FERTILIZER
DATES TYPE RATE AMENDMENTS
AUG. 15 - DEC. 30 RYE (GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND
AGRICULTURAL LIME-
STONE AND 1000 LB/
ACRE OF 10-10-10
FERTILIZER
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW.
STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH
ANCHORING TOOL.
GRADED SLOPES AND FILLS - THE ANGLE FOR GRADED SLOPES AND FILLS
SHALL BE NZ3 CRETTER THAN THE ANGLE WHICH CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 21
CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING BE PLANTED OR
OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON
A TRACT (SING MORE THAN ONE ACRE, IF MORE THAN ONE
CONTIGUOUS ACRE IS UNCOVERED A GROUND COVER SUFFICIENT TO
RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDE WITHIN 21
CALENDAR DAYS ON THAT PORTION OF THE: TRACT UPON WHICH FURTHER
ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN, PROVIDED THAT THIS
SHALL NOT APPLY TO CLEARED LAND FORMING THE BASIN OF A RESERVOIR
LATER TO BE INUNDATED.
C
E
F
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT -15 B U RTO N
INDUSTRIAL PARK
vw
DICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
*:NR8 97
.�2�.•F"y NE
�: J
i
L
���i�+r l u uri►��
CHARLOTTE SHELBY
1230 WEST MOREHEAD ST.
201 WASHINGTON ST.
SUITE 400
SUITE 200
CHARLOTTE, INC 28208
SHELBY, NC 28161
7041731-7000
704/406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919/573-6400 803/356-0507
EROSION CONTROL
DETAILS
SHEET TITLE
20120084.00.WL CONSTRUCTION SET
PHASE
PROJECT NUMBER
1 I 2
5
C0
7 I 8
10.26.12 C127
RELEASE DATE SHEET

1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART, IT IS NOT
1 8 TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
2 3 4 5
tl REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
„ NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
• Dowatering-Allow the tnaximumrewonable detention period before the Skimmer Sechment Trap Design Calculations HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
basin is completely dewatered at least 24 hours). MAINTENANCE NOTES: ""' ' ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
p y (DRAWINGS OF THIS PROJECT.
• Inflow rate --Reduce the inflow velocity and divert all sediment-&ee
runoff: 1. INSPECT SKIMMER SEDIMENT TRAP AT LEAST WEEKLY AND AFTER EACH
CONSTRUCTION SPECIFICATIONS Project: Onsltw C
SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIRCounty Government Center Computed By: NS Date: 1011a11Z
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL Location: OI1SIQW County, North Carolina Checked By: DLF Revisers-. REVISIONS
AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE
MATTER, AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT NO. DATE DESCRIPTION
MATERIAL TO THE DESIGNATED DISPOSAL AREA. Plan View UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE Client- tvtBA)
ENTIRE TRAP, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY SURE VEGETATION GROWING IN THE BOTTOM OF THE TRAPS DOES NOT HOLD Design Criteria:
VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE _ DOWN THE SKIMMER. Design Storm: 10 yr
FILL IN LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT. OVER FILL p
THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT. Rational Runoff Coetf.: 0.40 A
A etctura 2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF
3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION
WATER IS FLOWING UNDERNEATH OR AROUND THEM. Intensity: 7.22 irtihr (Tcmin.)
BETWEEN THE RIPRAP AND THE SOIL FROM PIPING BY USING FILTER FABRIC OR Ar`` `�� ��p, "� t, t Weir Coefficiertt: 3.0
KEYWAY CUTOFF TRENCH BETWEEN THE RIPRAP STRUCTURE AND THE SOIL. h ���„ ` 3 F __ 3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE
-PLACE THE FILTER FABRIC BETWEEN THE RIPRAP AND SOIL. EXTEND THE I r" t' TRAP, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND Height Over Weir: 1.0 ft
FABRIC ACROSS THE SPILLWAY FOUNDATION AND SIDES TO THE TOP OF THE +,� � g DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT
` DAM; OR
WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE TRAP AND REMOVE THE
Surface Area Storage Volume Bottom BOtfitirtt Storage To Weir
-EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLINE OF THE SPILLWAY DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS Drainage Denuded 10-yr PeakP
FOUNDATION EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM. THE � Emergency CLOGGED; IF S0 REMOVE THE DEBRIS. Basin Area Area Irtflc7w Width Length Depth Top Width Length Length
TRENCH SHOULD BE AT LEAST 2 FT DEEP AND 2 FT WIDE WITH 1:1 SIDE 4 °� I spillway
... Number (Ac) (Ac) (c(s) Required Provided Required Provided (ft) (ft) (ft) 40 (ft)
SLOPES. (ft) Weir Material
_ Averagg�.* 4. IF THE SKIMMER ARM AND BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE l 4.25 4.25 12.27 5,347 ,37fa 7,650 1;; 533 50 70 3.5 64 84 4 Earth Dam
4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO Width W L REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY 2 0.79 0,79 2.28 994 1,000 1,422 .2,7.58 16 36 .3.5 20 50 4 Earth Darn
FACILITATE SEDIMENT CLEANOUT. FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE
Area of basin water lLrfaa at Baffles
POSITIONING THE SKIMMER. 3 0.70 0.70 2.02 8131 900 1,260 2,443 16 :31 3.5 20 45 4 Earth Dam
5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER. top of prindpat spillway elevation 4 1.23 1.23 3_55 1,547 1,560 2,214 3;794 16 38 3.5 30 52 4 Earth Darn
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY POND 657 r;,7 32,39 14,109 16000 11,826 48,650 50 2:36 3,5 64 2:50 12 Rock Dam
6. ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE
BOTTOM WIDTH OF 3 FT AND MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND TO THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
BOTTOM OF THE SPILLWAY SECTION. I'Freeboard Embankment DAMAGED, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT.
Inflow Baffles Side Slopes 2 :1
7. CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON structure MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER Required Surface Area 435.6 Sf * Peale Inflow
THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE OVER FILLED i DEBRIS FROM THE SKIMMER AND POOL AREAS.
EMBANKMENT. KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET At top of storage clop€h:
STRUCTURE AT A MINIMUM OF 21 INCHES. THE WEIR_ MUST BE LEVEL AND 0W.
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE TRAP. SOME Rertlirtxc! 5tora e Vralur-ne 11303 * Denuded Area
CONSTRUCTEDTO GRADE TO ASSURE DESIGN CAPACITY. SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE
cy SKIMMER FROM PLUGGING WITH ICE.
& MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL -GRADED MIXTURE OF '"may '' ;�1► -
STONE WITH A D50 SIZE OF 9 INCHES (CLASS B EROSION CONTROL STONE IS Sediment Gross -Section �T
RECOMMENDED) AND A MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY BE storage zone View K p
B MACHINE PLACED AND THE SMALLER STONES WORKED INTO THE VOIDS OF THE I6. © 1734
LARGER
WEATHERS R SES. THE
STONE SHOULD BE HARD, ANGULAR, AND HIGHLY 4'1 stop, ,
TEMPORARY SKIMMER SEDIMENT TRAP - TRAP #1 AND TRAP #4 HUB END ON OUTLET
9. DISCHARGE INLET WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE END SECTIONS. 3l SEapc 1:1 SLOPE
TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SPIGOT END ON INLET
SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE NOT TO SCALE X 2'-0" x NORMAL ONSLOW COUNTY
BASIN TRAP EFFICIENCY (REFERENCES: RUNOFF CONTROL MEASURES AND OUTLET rH FILL
PROTECTION).
w °PE GOVERNMENT CENTER
10, ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST CLASS I AND II RIPRAP 5, CULVERT END SECTION LOT -15 BURTON
THE TOE OF THE EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND OUTLET STEEL BACK ROD
VELOCITY IS ACCEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF THE 1' MIN. NCDOT #5 MIN. CLLASSROCKAIBA DEII RIPRAP
STONE OUTLET SECTION FLUSH WITH THE SURROUNDING GROUND AND SHAPE THE OR #57 WASHED SLR DETAIL INDUSTRIAL PARK
SPILLWAY
CENTER TO CONFINE THE OUTFLOW STREAM (REFERENCES: OUTLET PROTECTION). STONE CREST ELEV. TOP OF ROCK ABUTMENT
3:1 SLOPE
11. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS 2' MIN. C B G DIA. G
SO THAT FLOW WILL NOT DAMAGE THE EMBANKMENT. 2 2' MIN. 6" OF RT
2 8' MAX. MIN. 1.5 THICK ///� 1 VW12. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL 1 1 ROCK APRON \\�/�
AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION CLASS I AND D(REFERENCES:
I CKSON
SURFACE STABILIZATION CLASS II RIPRAP �� ///� y
) community infrastructure consultants
13. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT I //��///��� REINFORCE ENTFABRIC 10 909 MARKET STREET
LEVEL O1 THE DESIGN DEPTH ) ON THE PLANS AND MARK IT IN THE FIELD. 3' SLOPE ///�\� STEEL SIDE ROD K I- WILMINGTON, NC 28401
FOUNDATION F L (910) 762--4200
14. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICES 6.65, POROUS BAFFLES./�/ sEcna�-xx FRONT ELEI _
Office Locations: North Carolina
FILTER FABRIC 2' I� CUT-OFF TRENCH South Carolina ... .'
RODS IN FLARED END SECTIONS Georgia
C FILTER FABRIC END SECTIONS DIMENSIONS NC LICENSE NO. F-0374
CROSS SECTION SPILLWAY DETAIL PIPE N0. &DIM. OF RODS REINF. FABRIC
DIA. LBS. DIA. A B C E F
12" 2- 3x4' -0" SIDE RODS 3.008 18" -2x8-W2.1xW1.7 12" 4" 2'-0" 4'-7 $" 2'-0" 6'-7 8" _•�.
12" min. of NCDQT#5 _____ --- 15" 2- 3x4' --0" SIDE RODS 3.008 18"-2x8-W2.1xW1.7 15' 6" 2'-3" S-10" 2'-6" 6'-1
Cross -Section Min �-
or #57 washed Stnttc -_�¢ _____________ _ 18 2- 3x4' -0" SIDE RODS 3.008 1$"-2x$-W2.1xW1.7 1$ 9" 2 -3 3 -10 3'-0 6'-1
1.5' min, 24 2- x6 -O SIDE RODS 4.512 24 -2x8-W2.9xW2.9 24 9 1 2 3 -7 1 2 2'-6- 4-0 6'-1 1 2
_ ______ GRAVEL FACING LEVEL APRON 30 2- 4x6 -0 SIDE RODS 8.016 30 -2x8-W4xW2.9 30 1 -0 4-6 1'-7 3 4 5-0 6-1 3 4
3600 cu ft/acre � � '. ',
MAINTENANCE REQUIREMENTS__ 36 2- xa _a sIDE RODS 1D.688 42-2x$-w4xw2.s 3s 1 -3 5-3 2-10 3 4 s-0 a-1 3 4 .t\A ...
,�`_�• ti ►' ,� 5, ', 42 1 -10 5'-3 2`-11 6'-6 $'-2' .. _
MIX O, 1. CHECK ROCK DAMS AFTER EACH RAINFALL. REMOVE r36 2- 4x6 -0 BACK RODS 8.016 48 2--1 6-0 2-2 770 $-2 I _,
SEDIMENT AND RESTORE ORIGINAL VOLUME WHEN 28597
_
t SEDIMENT ACCUMULATES TO ABOUT ONE-HALF THE - -'
N DESIGN VOLUME. SEDIMENT SHOULD BE PLACED ABOVE STANDARD REINFORCED CONCRETE FLARED END SECTION ;��••..�
2 'tiG _• •J
THE DAM AND ADEQUATELY STABILIZED. ••.,. ;
ti. I filter o r: _--•::
fabric 0 NOT TO SCALE '%F L � r_
cg CHECK THE STRUCTURE FOR EROSION, PIPING, AND ROCK
v DISPLACEMENT WEEKLY AND AFTER EACH SIGNIFICANT
FLOW (1/2 INCH OR GREATER) RAINSTORM AND REPAIR
JOIN-
v IMMEDIATELY.
Design settled ���' Over -ill 6" for 2. REMOVE THE STRUCTURE AND ANY UNSTABLE SEDIMENT
top • A„n. settlement IMMEDIATELY AFTER THE CONSTRUCTION SITE HAS BEEN
Plan View PERMANENTLY STABILIZED. SMOOTH TO BLEND WITH THE =
cy 6y- SURROUNDING AREA AND STABILIZE. ALL WATER AND
Emergen
4' ss 6" cy by SPILLWAY CR SEDIMENT SHOULD BE REMOVED FROM THE DAM PRIOR
pa SP LL ES
min. top of T
TO DAM REMOVAL. SEDIMENT SHOULD BE PLACED IN
x ►
------- na
dam T0
DESIGNATED DISPOSAL AREAS AND NOT ALLOWED
fife' -
�A `1 FLOW INTO STREAMS OR DRAINAGE WAYS DURING
T- ,._. f STRUCTURE REMOVAL.
----__...__...._ Aral ROCK ABUTMENT
filter
3' rrou
D faimin. 5' MIN. A
NOTES' 1.5
ROCK DAM 1, La IS THE LENGTH OF THE RIPRAP APRON. MIN.
NOT TO SCALE �-A A 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT 9" MIN,
TEMPORARY SEDIMENT TRAP TRAP #2 AND TRAP #3 3do da W LESS THAN 6
NOT TO SCALE 3. IN A WELL DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM
TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER
PLAN IS LESS. FILTER FABRIC
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED `
La BETWEEN THE RIPRAP AND SOIL FOUNDATION. _-
MAINTENANCE NOTES: A -
NOTES 1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY 12" OF NCDOT #5 OR
REQUIRED REPAIRS IMMEDIATELY. T #57 WASHED STONE 1.5'
1.) DRIVE STEEL FENCE POST AT LEAST UPSTREAM SIDE
18" INTO THE GROUND 2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE TEAR DECOMPOSE OR BECOME INEFFECTIVE REPLACE IT PROMPTLY.
2.) WOOD POSTS ARE NOT ACCEPTABLE � BILANKET `L''1 � � ? 7
3.) USE STAPLES 1' APART TO ATTACH 3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE SECTION A -A 22'' MAX. CENTER
FABRIC TO "HOG WIRE" STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. RIP RAP OUTLET PROTECTION1.
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH
4.) BAFFLE SPACED AS PER PLAN SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
(BAFFLES TO BE SPACED AT A MINIMUM NOT TO SCALE CLASS B STONE
OF 10' APART) 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, FILTER FABRIC 4' TO 6'
E 5.) DIVERSION SWALES SHALL ENTER THE REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA E
BASIN SO THAT THE FLOW IS DIRECTED TO GRADE, AND STABILIZED IT. SECTION A - A
THROUGH AT LEAST TWO LENGTHS of I�
BAFFLES ARM ASSEMBLY
TOP OF BAFFLE SHOULD
BE 6" HIGHER THAN
THE BOTTOM OF THE 4' MAX. BETWEEN METAL POST A A Z , �.
Y POSTS C" ENCLOSURE • �\\�\//� � � . �, p` L= THE DISTANCE SUCH THAT POINTS B
EMERGENCY SPILLLWA
\ AND B ARE OF EQUAL ELEVATION
"HOG WIRE" TO BE WATER ENTRY UNIT
PERSPECTIVE VIEW FL U�\
A MIN, OF 6"x6" AFFLE TO CONSIST OF A
SQUARE MESH COMBINATION OF SOIL AND
LBY
COCONUT FIBRE WEAVE ST.
PVC END CAP /, 1230 WEST MOREHEAD ST. CHARLOTTE SHEWASHINGTON
PVC VENT PIPE ��� �/� / SUITE 400 SUITE 200
SCHEDULE 40 PVC PIPE CHARLOTTE, NC 28208 SHELBY, NC 28151
SCHEDULE 40 PVC PIPE 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC 7041731-7000 704/406-6000
BOTTOM OF BAFFLE
FOUNDATION.
0� PLAN NCH AND THEN
�FILLED SOIL AND WATER SURFACE 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL
COMPACTED I VC END CAP WHERE THE DAM ABUTS THE CHANNEL BANKS.
RALEIGH LEXINGTON
PVC TEE 1/2" � 9131 ANSON WAY 10TO SOUTH LAKE DR.
HOLESIPIN UNERSIDE o\PM��E ORIFICE PLATE PLAN 3 CU�TIING A OUNDD STONE TTHEAENDSSaFTT BEYOND THE
DAMiTCH BANK TO KEEP WATER FROM SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
FLEXIBLE PVC TEE CLASS 1 919/573.6400 803/356-0507
\ / HOSE RIP -RAP 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE
SKIMMER BY W. FAiRCLOTH #57 STONE 3'-MI LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
OR APPROVED EQUAL SEDIMENT 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD EROSION CONTROL
\ BOTTOM SURFACE STORAGE z CAUSE EROSION.
= \ \ POOL6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. C
I 1O'X10' MIN. DETAILS
F f END VIEW FRONT VIEW ihvr=RT P FLOW 7. ENSURE THAT OTHER AREAS OF THE CHANNEL SUCH AS CULVERT ENTRANCES BELOW r
_ j I _ S _I
r= r- CI -DECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
' \ \ "
SKIMMER DETAIL 12SECTION_. A -A SHEET TITLE
NOT TO SCALE
BAFFLE DETAIL FOR USE IN SEDIMENT TRAPS TEMPORARY ROCK CHECK DAM
/ \ NOT TO SCALE ROCK PILE INLET PROTECTION NOT TO SCALE 20120084.40.WL CONSTRUCTION SET
BAFFLE DETAIL
PHASE
NOT TO SCALE PROJECT NUMBER
-reef
1 2 3 4 5 6 7 8
'l 0.26.12 C128
RELEASE DATE SHEET

1
V
3 1 4
5
7 � 8
1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND 15
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
NOTES:
1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE
OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL
MATERIAL. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED
IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE
PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6".
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED
TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN
PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY
A THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER
OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED
INTO PLACE.
2• ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95%
3. STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 1007.
4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
5. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL.
u
w
5
E
F
PIPE SHALL BE PLACED
ON SUITABLE MATERIAL
TRENCH DETAIL FOR STORM DRAIN PIPES
NOT TO SCALE
NOTE:
1. INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES,
WYES, REDUCERS, 45- BENDS AND BELL/BELL
COUPLERS. BUILDING
2. WT INJECTION MOLDED FITTINGS AND WT PIPE CAN FACE
BE SUBSTITUTED FOR WATER TIGHT APPLICATIONS.
3. CONNECT ROOF DRAIN TO UNDERGROUND
STORMWATER DRAINAGE SYSTEM.
CLEAN OUT END CAP
ADJUST GRADE PER ENGINEERS PLAN
USE VALVE BOX PROTECTOR
FINISHED GRADE
*INJECTION MOLDED ST 45' WYE INJECTION MOLDED ST
(OR INJECTION MOLDED TEE) 45' BEND
INSERT INJECTION MOLDED, GASKETED
SPIGOT BY BELL REDUCER
r—SNAP CONNECTION
INJECTION MOLDED WT L— 8" HDPE PIPE (TYP)
TEE FITTING
USE ADAPTER COUPLING AS REQUIRED
TO CONNECT TO PIPE COMING
OUT OF BUILDING
ROOF DRAIN DETAIL WITH CLEANOUT
NOT TO SCALE
1 FULL JOINT OF DI
(TYP.)
WATER LINE—/
OR SEWER FORCE MAIN
ANCHOR STRAPS
1
LJ
1" LETTERING
RECESSED FLUSH
MINIMUM A/G WEIGHT FRAME
262 COVER 170 TOTAL 432
0
T 3 -1" DIA. HOLES AT 120'
TYPICAL LIFTING DEVICE
F<(,
W
0
PLAN
28 1 /4"
26 1 /4"
26"
7-1 3/8"
7 1/2" GASKET IN VERTICAL FACE
1 OF COVER
�L RING MUST BE ANCHORED
1„ 241t (SEE NOTE 1)
3„ 28"
34"
A
5/8" 0 STAINLESS
TYPICAL LIFTING DEVICE STEEL ROD
ZTOP OF COVER SECTION A
NOTES:
1. REFER TO THE "STANDARD
MANHOLE COVER" DETAIL
MANHOLE FRAME AND WATERTIGHT COVER
Iilk[�ii�i���"T
3000 PSI
CONCRETE
A A PAD
Lo
\�/\tox
CLEANOUT
PLAN SECTION A -A
CI EANOUT PAD IN UNPAVED AREAS DETAIL
LIMITS OF CREEK
CROSSING
4'
MIN.
TYP.
CULVERT PIPE
45' M.J.
EXISTING GRADE
BEND
M
(TYP.)
}
DI
FILTER
�:.•,.•,, ''.�•,
FABRIC
WATER LINE OR
4'
SEWER FORCE MAIN
v z N
MIN.
TYP.
CONCRETE GRAVITY BLOCKING —MIN.
5.25 CU. YDS. EACH SIDE, TYP.
a,
SEE BLOCKING CROSS SECTION
RESTRAINED JOINT DIP
CONCRETE
THRUST
BLOCKING,
TYPICAL
NOTES:
1. ONLY FULL 18' OR 20' JOINTS OF DUCTILE IRON PIPE SHALL BE USED ON EACH SIDE OF
UPPER BENDS, UNLESS OTHERWISE APPROVED.
2. IF APPROVED FOR USE RESTRAINING RODS SHALL BE STAINLESS STEEL OR GALVANIZED
RODS WITH FIELD —APPLIED BITUMINOUS COATING.
3. PIPE UPSTREAM AND DOWNSTREAM OF UPPER BENDS, UNDER CREEK AND BETWEEN
UPPER BENDS TO BE D.I.P.
4. THRUST AND GRAVITY BLOCKING NOT REQUIRED ON GRAVITY SEWER LINE.
5. EACH FITTING SHALL BE SECURED BY TWO FORMS OF RESTRAINT. RESTRAINING GLANDS
AND CONCRETE THRUST BLOCKING ARE PREFERRED. WEDGE --ACTION RESTRAINT GLANDS
(i.e. MEGALUGS) ARE APPROVED ONLY FOR USE ON DUCTILE IRON PIPE.
FULL —CIRCUMFERENTIAL PIPE RESTRAINT GLANDS (i.e. GRIP RINGS) MAY BE USED ON PVC
OR DUCTILE IRON PIPE. ALL RESTRAINT GLANDS SHALL BE SPECIFICALLY DESIGNED FOR
USE ON THE TYPE OF PIPE FOR WHICH THEY ARE BEING INSTALLED. OTHER FORMS OF
RESTRAINT SUCH AS THREADED ROD, BELL RESTRAINT, HARNESSES, ETC. MAY BE
APPROVED BY ONWASA ON A CASE —BY —CASE BASIS.
CULVERT CROSSING DETAIL
NOT TO SCALE
NOT TO SCALE
v v
a' 4 4• D a •�•p'�
1 T q �,
L�f . A Q.
4� A.
2
ADJUST
FLUSH
NEW ASPHALT
3000 P.S.I. CONCRETE
PLAN ENCASEMENT
STANDARD MANHOLE
FRAME & COVER
a,. A'. 'P
EXISTING
A.B.0
STANDARD
MANHOLE
COMPACTED
BACKFILL
SECTION
STANDARD MANHOLE FRAME AND COVER DETAIL
NOT TO SCALE
PRECAST
CONCRETE STANDARD
GRADE MANHOLE COVER
RINGS
VARIES GROUT
12" MAX.
:a
ECCENTRIC
PRECAST
CONE
SPECIFIED '
PRECAST
AS SPECIFIED ANHOLE
SECTION
PRECAST MANHOLE RING EXTENSION
NOT TO SCALE
��
�N
O
INSTALL CAST IRON
TO' FROM EDGE OF PAVEMENT n BOX OVER CLEAN OUT
OR TO R/W. WHICHEVER IS WITH CO ON LID
CLOSER
ONE PIECE DWV SANITARY SEWER
SERVICE COMBINATION WYE—TEE
ADAPTER 22 Y2 BEND
COULPING
7
GRAVITY 1-
SEWER LINE V_Z
�j
CV
INLINE WYE INSTALL IN ACCORDANCE
WITH MANUF. RECOMMENDATION. MIN.
SEE NOTES 4" #57 STONE BEDDING UNDER WYE
PLUG LINE
4" BELOW GRADE
3' to 5' DEEP
STUB OUT 1' PAST SEWER
TEE AND INSTALL TEST CAP
SCH 40 PVC DMV SEWER
SERVICE PIPE AT 1% MIN.
GRADE
NOTES:
1. REFER TO SPECIFICATIONS FOR BEDDING,
BACKFILLING AND COMPACTION REQUIREMENTS.
TYPICAL SANITARY SEWER LATERAL SERVICE
NOT TO SCALE
2 I 3 1 4 1 5
CONCRETE COLLAR TO
GROUND SURFACE M.H. RING AND COVER
- FOR H-20 LOADING
FINISHED GRADE, GROUT AROUND RING
SEE NOTE1 -- - TOP OF PAVEMENT
1
i
° BUTYL MASTIC ROPE
GRADE RINGS 8" MAX. 2' 0" SEALANT, (TYP.)
ECCENTRIC CONE SECTION- '
BUTYL MASTIC ROPE SEALANT, (TYP.)
.. �,�••- POLYOLEFIN BACKED
EXTERIOR JOINT WRAP TO
SEAL EXTERIOR JOINTS
DIAMETER MAIN DEPTH OF
SIZE INSTALL.
... -
4 - 0 8" TO 12' 0' TO 15'
15" TO 30 I 15' TO 30' _I
� 6' - 0°\3fi" & GREATER 30' &GREATER
"D"
+ . SEE °
MONOLITHIC BASE Q NOTE
GROUT CHANNEL
INV. ELEV. $
SEE NOTE #2 6"
8" MIN. #57 STONE
AGGREGATE BASE
` COMPACTED SUBGRADE
NOTES:
1. THE DISTANCE FROM THE TOP OF M.H, RING AND COVER MAY VARY WIDELY. SEE GRADING PLAN,
AND/OR MANHOLE SCHEDULE
2. INVERT ELEV. SHOWN ON THE PLANS OR MANHOLE SCHEDULE ARE AT THE INLET AND OUTLET OF
MANHOLE UNLESS OTHERWISE NOTED
3. CARRIER PIPE TO MANHOLE CONNECTIONS SHALT_ BE RUBBER SLEEVE WITH DUAL S.S. BANDS
4. ALL MANHOLES ARE TO BE EXTENDED BASE
5. ALL INTERIOR JOINTS AND LIFTING POINTS SHALL BE SEALED WITH GROUT
6. MANHOLES SHALT. NOT HAVE STEPS
STANDARD PRECAST SANITARY SEWER MANHOLE (ECCENTRIC)
13, 50"
N
r-i
NOT TO SCALE
STANDARD (H-20) RATED
DRAINAREA = 62.7 SQ. INCH
HINGED GRATE COVER
FOR EASY ACCESS
o
12" CAST IRON GRATE
NOT TO SCALE
*(1)
CAST IRON H-20 RATED GRATE
AN -
INLET AND OUTLET
ADAPTORS AVAILABLE
*(1) ADAPTORS CAN BE
4" THRU 12"
MOUNTED ON ANY ANGLE
0' TO 359',
VARIOUS TYPES OF OUTLETS
N
WITH WATERTIGHT ADAPTORS
FOR:
SDR-35 SEWER
! I
CORRUGATED POLYETHYLENE
c'
SCHEDULE 40 DWV
w
=
CORRUGATED PVC
RIBBED PVC
ry
NOTES:
z_
1. CONTRACTOR
TO SUMBIT SHOP
W
m
[V
i
DRAWINGS OF
DRAIN BASIN AND
CASTING FOR
REVIEW AND APPROVAL.
7
12s DRAIN BASIN
NOT TO SCALE
FLOW
t
CLEAN, WASHED
NO.57 STONE
COMPACTED COMPACTED
SUBGRADE SUBGRADE
PVC PIPE DIP PIP
ALL TRENCH TYPES ALL TRENCH TYPES
GRAVITY SEWER EMBEDMENT DETAIL
NOT TO SCALE
7
E'3
W
0
C
LJ
E
F
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT -15 BURTON
INDUSTRIAL PARK
vw
DICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, INC 28401
[phone]
Office Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
� CAR. l
4
No.02 7
CHARLOTTE
SHELBY
1230 WEST MOREHEAD ST.
201 WASHINGTON ST.
SUITE 400
SUITE 200
CHARLOTTE, NC 28208
SHELBY, NC 28151
7041731-7000
704/406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919/573-6400 8031356-0507
SEWER UTILITY DETAILS
SHEET TITLE
20120084"00.WL CONSTRUCTION SET
PHASE
PROJECT NUMBER
10.26.12 C129
RELEASE DATE SHEET

0
0
E
SIPHON BREAK
� I 2
RESTRAINING GLANDS 4" PVC DRAIN FROM
BACKFLOW VAULT
NOTES:
1. ALL INTERIOR PIPING FLANGED D.I.P. CLASS 51. TOP OF
2. DOOR OPENING MUST CLEAR ALL COMPONENTS AND MUST DISCHARGING
MEET LOADING REQUIREMENTS IF IN TRAFFIC AREA STORM PIPE
31 WATER METER VAULT PLAN DRAIN ALTERNATIVE:
TIE INTO CATCH BASIN OR
STORMWATER MANHOLE PER DETAIL
NOT TO SCALE SHOWN ABOVE. NO TIE IN To
STORMWATER PIPE WILL BE ACCEPTED.
O
I121*f�
TYPE K, 1" DIAMETER COPPER WITH
THREADED TO COMPRESSION FITTING AT
HYDRANT.
YARD HYDRANT NON -FREEZE
NOT TO SCALE R/W
17" MIN PUBLIC PRIVATE
RIGHT PROPERTY
OLDCASTLE PRECAST CARSON
MODEL DFW OF NDS WITH SOLID
HDPE PLASTIC BASE
OF WAY ,
3
VARIES DIP
4 5
SERVICE SADDLE
ACCESS DOORS CENTERED
ON TOP OF VAULT AND CORP STOP
(SIZE VARIES)
r 3" MIN
� GROUND
4 d
a °
a
12' d
GATE VALVE CHECK VALVE USED ONLY
a WHEN NO PRV/RPZ PRESENT
FLOW
`METER
DIP
12" CONCRETE BLOCKS
FOR SUPPORT TEE 12"
$„ e d d° d 4 °° d
a 4 °
Q 47
v 1�3 cl
#57 WASHED STONE COUPLING
AGGREGATE BASE \ \\\ \\\�\\\ \\\ \\\� ADAPTER
\ SUBGRADE COMPACTED
TO 95% ASTM D-698
SECTION A -A
NOTES:
1. ALL PIPING SHOWN TO BE DUCTILE IRON.
2. BURIED FITTINGS TO BE MJ WITH RESTRAINT GLANDS.
3. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ALL MINIMUM CLEARANCE REQUIREMENTS INSIDE THE
VAULT ARE MET.
4. ONWASA SHALL FURNISH 1.5" AND LARGER METERS AT THE CURRENT COST TO ONWASA. CONTACT ONWASA FOR
CURRENT PRICING. T WATER METER VAULT SECTION A -A
NOT TO SCALE
CLASS 1, ASSE 1060 HEATED & INSULATED WEATHERPROOF
ENCLOSURE ANCHORED TO CONCRETE PAD
IF RPZ, PROVIDE DRAIN PORT FOR POSITIVE DRAINAGE OUT
OF ENCLOSURE (MINIMUM TWICE THE SIZE OF RPZ)
FIELD ADJUSTMENT INSTRUCTIONS
1. REMOVE THE BODY FROM THE TOP OF THE
INDICATOR POST ASSEMBLY.
2. CUT THE REQUIRED LENGTH OFF THE BOTTOM
OF THE STANDPIPE FOR THE GROUND LINE TO
MATCH UP WITH STANDPIPE GROUND LINE MARK.
3. CUT THE 1" SQ. EXTENSION AT A DISTANCE OF
9" ABOVE THE TOP OF THE STANDPIPE.
4. SET THE "OPEN" AND "SHUT" TARGETS FOR THE
APPROPRIATE VALVE SIZE.
5. RE -ATTACH THE BODY TO THE TOP OF THE
INDICATOR POST ASSEMBLY.
6. ALL POST INDICATOR VALVES SHALL BE
INSTALLED WITH AN ELECTRONIC UL LISTED
TAMPER SWITCH.
7. THERE SHALL BE 36" OF UNOBSTRUCTED
CLEARANCE AROUND THE PERIMETER OF ALL
POST INDICATOR VALVES.
8. POST INDICATOR VALVE SHALL BE LOCATED AT
A MINIMUM 5-ft FROM BUILDING.
VARIABLE 5/8" X 3/4" METER TO BE
FOR SMALL DIAMETER PIPE USE 3/4" P.E. PLASTIC FLOW INSTALLED BY ONWASA
TAPPING SADDLE WITH NEOPRENE 3406 SDR9
GASKET CEMENTED IN PLACE 2„
CHECK VALVE
45''
CONNECTION TO
UNIT BY OWNER
TEMPORARY PLUG FOR SERVICES
3/4" BRASS CORP. NOT TO BE IMMEDIATELY
STOP MUELLER CC CONNECTED.
THREAD NO. B-25008 3/4" X 5/8" METER YOKE WITH
LOCK WING METER STOP AND
ASSE DUAL CHECK
MUELLER NO. B2404-2A 42
WATER MAIN
NOTE: METER BOX TO BE SUPPORTED ON BRICK OR BLOCK
TYPICAL SERVICE CONNECTION AND METER
NOT TO SCALE
PAVEMENT OR
SHOULDER RR TRACK
5' BEYOND SHOULDER
TOE of DITCH
SLOPE OR
EDGE OF
PAVEMENT z z
LO
PIPE SIZE
(O.D.)
WALL
THICKNESS
4" - 12 3/4"
0.188"
16"
0.250"
18"
0.250"
20"
0.250"
24"
0.250"
31
0.312"
31
0.375"
48"
0.500"
STEEL PIPE CARRIER --�
CASING PIPE
MASONRY ENCLOSURE
AT EACH END
TYPICAL PIPE CROSSING
ENCASEMENTS SHALL EXTEND
FROM DITCH LINE TO DITCH
LINE IN CUT SECTIONS, FIVE
(5) FEET BEYOND THE TOE OF
SLOPES IN FILL SECTIONS, AND
TEN (10) FEET BEYOND EDGE
OF PAVEMENT IN SECTIONS
F WITH NO DITCH OR FILL AREA.
NOTES:
1. STEEL ENCASEMENT PIPE SHALL CONFORM TO THE REQUIREMENTS OF THE
PROJECT SPECIFICATIONS.
2. CARRIER PIPE SHALL BE ADEQUATELY SUPPORTED THE ENTIRE LENGTH
WITHIN THE CASING BY USING "SPIDER" STEEL SUPPORTS AT A MAXIMUM
OF 9 FOOT CENTERS (ONE AT EACH JOINT AND ONE INTERMEDIATE).
OTHER METHODS MUST MEET APPROVAL OF THE ENGINEER.
ENCASEMENT PIPE UNDER HIGHWAYS AND ROADS
NOT TO SCALE
1 2
1y4" SQ.
6" DIAMETER
TAMPER SWITCH
SHUT (SEE INSET)
BODY
PADLOCK Oa 1" SQUARE
EXTENSION
0
" STANDPIPE
36
(PAINTED RED)
STANDPIPE GROUND LINE MARK
GROUND LINE OR
FINISHED GRADE
qlll�STANDPIPE
L I (PANTED BLACK)
5y$"
4-ft
MINIMUM
12"
9" (7" MIN.)
(10" MAX.)
STANDPIPE
GROUND LINE OR
DIAMETER POST INDICATOR ASSEMBLY
WITH BODY REMOVED
TO RISER ROOM bil
PPIP
STANDARD POST INDICATOR VALVE
NOT TO SCALE
FLANGE
GATE/TAPPING VALVE
VALVE
, -M.J. GLAND
4
d' p EXISTING
Q •. v
4' V Q C MAIN
TAPPING SLEEVE CONCRETE SUPPORT
SIDE VIEW
NOTES:
1. CONCRETE SHALL NOT CONTACT GLANDS, BOLTS OR ENDS OF MECHANICAL BOLTS,
OR ENDS OF MECHANICAL JOINT FITTINGS. TAPPING SLEEVE AND BOTTOM OF VALVE
SHALL BE WRAPPED IN POLYETHYLENE.
2. SEE STANDARD THRUST BLOCK TABLE FOR AREA OF CONCRETE REQUIRED.
3. TAPPING SLEEVE SHALL BE TESTED IN ACCORDANCE WITH ONWASA REQUIREMENTS.
40 - 24" STANDARD TAPPING SLEEVE
AND VALVE ASSEMBLY
NOT TO SCALE
3 [ 4
7 I 8
NOTES:
1. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AWWA
C511.
2. REDUCED PRESSURE DETECTOR BACKFLOW PREVENTION ASSEMBLY SHALL COMPLY WITH ASSE 1047.
3. BACKFLOW ASSEMBLY SHALL BE CENTERED ON CONCRETE PAD AND CENTERED WITHIN ENCLOSURE.
4. CLASS I, ASSE 1060 HEATED AND INSULATED WEATHERPROOF ENCLOSURE REQUIRED.
5. STANDARD 120V GFCI ELECTRICAL RECEPTACLE TO BE INSTALLED IN ACCORDANCE WITH THE N.C.
ELECTRICAL CODE FOR OUTDOOR OPERATION.
6. PIPE MATERIAL SHALL BE CLASS 350 DIP APPROVED BY THE ONWASA.
7. INSTALLATION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE TOWN ORDINANCES AND SPECIFICATIONS IN
ADDITION TO THE N.C. PLUMBING CODE & ONWASA BFCC REGULATIONS & APPROVAL.
8, PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE AND OPERATION OF BACKFLOW ASSEMBLY
AND COMPLIANCE WITH REPORTING AND TESTING REQUIREMENTS.
9. ALL FIRE SYSTEMS 2 4" & LARGER RPDA & THE DETECTOR SHALL READ IN GALLONS
10. PER APPENDIX A, PARAGRAPH K.2 OF ONWASA'S WATER AND SEWER REGULATIONS, ALL BACKFLOW
PREVENTERS FOR FIRE PROTECTION SHOULD ALSO MEET THE REQUIREMENTS OF THE BUILDING AND FIRE
CODES.
REDUCED PRESSURE DETECTOR BACKFLOW PREVENTION ASSEMBLY
VARIES (SEE MANUFACTURER) 4" MIN. CLEARANCE
I� WITH VALVE OPEN
CLASS 350
DIP FLANGED
FITTING
I i -III + n + • ^.+
--III-I 1
- I-II1=_
I.
1-1 I -I 1=1 11-1 1= -
1TI--I I _I -1
6" 3000 PSI CONCRETE SLAB.
DIMENSIONS PER ENCLOSURE MANUFACTURER
SPECIFICATION
DIP, MJ FITTING (ROD BACK TO MAIN LINE VALVE AND
PROVIDE REACTION BLOCKING OR INSTALL LOCKING
RETAINER GLAND) OR
APPROVED EQUAL.
APPROVED CLASS 350 DIP, OR C900 PVC FLOW
GFCI ELECTRICAL
RECEPTACLE -
� FCO.)
r� ADJUSTABLE
_I H PIPE SUPPORT
`V (REQUIRED)
1 I-1 � 1 I � i l l l l � hl l i
111-lH=11 1 -1 11 1 1=1 1=I
-I I E 1 I - -
MAINTAIN 2" ANNULAR
AREA AROUND DIP AND
ELECTRICAL CONDUIT
APPROVED CLASS 350 DIP
RESTRAINED OR RODDED
RESTRAINED OR RODDED TO MAIN LINE VALVE RESTRAINT GLAND (TYP )
APPROVED
OS&Y
GATE VALVE
2'- 0„
w
Jjj
a U
o <
w D
w
> z
� Q
r
�
Uj
Q
w
Fr
IL
j
z
'-'
a
w
w
v7
6"MIN.
' -1" CLEAR
_= =
l I -I l I-
I�1-1II-1�1-1�I II1-l-1.
COMPACTED r
tr
SUBGRADE m
Z
z
co
=I I II \ II 11--111, ;1111111111-_.
STANDARD COMMERCIAL OUTDOOR REDUCED PRESSURE DETECTOR
BACKFLOW ASSEMBLY (21/2'_DIAMETER AND LARGER)
NOT TO SCALE
FLOW
[i
L�
C
E
F
1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT -15 BURTON
INDUSTRIAL PARK
WK
DICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
(910) 762--4200
Office Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
F.
No. 02�8p5977
My • \�'I4411V ••�Qy
Nl- ;
LI111►.,...
CHARLOTTE SHELBY
1230 WEST MOREHEAD ST. 201 WASHINGTON ST.
SUITE 400 SUITE 200
CHARLOTTE, NC 28208 SHELBY, NC 28151
704/731-7000 704/406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
9191573-6400 803/356-0507
UTILITY DETAILS
SHEET TITLE
20120084.00.WL CONSTRUCTION SET
PHASE
PROJECT NUMBER
5 6 i 8
10.26.12 C130
RELEASE. DATE SHEET

1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
1 G NOT TO E R[ PROD T OR COPIED IN WHOLE OR IN PART. IT IS NOT
V yl. J( TO 8E USED
O
ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
2 3 4 5
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
THRUST COLLAR HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
••C'• ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECTOR OTHER
DRAWINGS OF THIS PROJECT.
TOP ❑ GROUND
TEST PRESSURE _ 150 PSI TEST PRESSURE = 200 PSI
THRUST C❑LLAR "'°0 ''
THICK REVISIONS
Q' NO. DATE DESCRIPTION
PIPE TYPE
SEE 6-6 SPREAD FOOTER VOLUME DIMENSIONS FT VOLUME
THEN ADD PIPE TYPE DIMENSIONS (FT} ( }
BACKFILL SIZE FITTING CT" OLIC E SIZE FITTING CONCRETE
BACKFILLTYP. 3/4' THREADED " EQUAL "L" "H" " AL" H. L
MEGA -LUGS ANCHOR
STEEL RODS 11 1/4' ---- ---- ---- 11 1/4' 1.00 1.00 1.00 0.04
-' --SEE NOTE 1I I II STRAP ANCHOR 90•
-I � -: STRAP 11--
A UNDISTURBED SOIL = - 111=11 = 1 Mill
<422 1/2- 1.00 1.5D 0.06 <422 1/21.00 1.00 1.50 0.06 A
X" BAft C❑NCRETE THRUST BL❑CK EQUAL o.. 00' o . - I! - INCHES INCHES
doaaao a e o" L-L_ 45' 1.00 1.00 1.50 0.06 45' 1.00 1.00 1.50 0.06
SEE SHEET 1 ❑F 4.a. '° a g v.4,t .I 1=1 90• 1.00 1.00 2.50 0.09 90, 1.50 1.50 2.50 0.15
"'r " '' d • a
�.4 v TEE 1.00 1.00 2.00 0.07 TEE 1.50 1.50 2,00 0.12
4 '•
a, BOTTOM OF TRENCH d•. P - i .4.
• " .. °O� ° • UNDISTURBED EARTH a; , o • a, ; ,T., q, • EQUAL
4 a p. •p . -a ,. q SEE NOTE 1 r
4 ADD RESTRAINT GLANDS �°' •'
° �•• THROUGHOUT ASSEMBLY. gr s a "' " 9Q' 90' 11 1/4' 1.00 1.00 2.50 0.09 11 1/4' 1.00 lA0 2.50 0.09
,4 R[]]� REQUIREMENTS ,.. •. 4 22 1/2' 1.00 1.00 2.50 0.09 4 22 1/2- 1.00 1.00 2.50 0.09
SIZE OF 45 BEND STATIC THRUST IN POUNDS N❑, OF RODS REQUIRED '. ¢ INCHES 45' 1.00 1.OD 2.50 0.09 INCHES 45' 1.50 1.50 2.50 0.15
:ter ..A ,. s aV •4a. 4.� f',�"'O-IfI-I� P• ia.4 A'': .. EQUAL
°., - 6' 4,328 4
11�1� a 90' 1.50 1.50 2.50 0.15 90' 1.50 1.50 2.50 0.15
8' 7,694 4 L� • TEE 1.50 1.50 2.00 0.12 TEE 1.50 1.50 2.00 0.12
3"" MIN. 3" MIN.
CLEARANCE "Y" BAR "B" CLEARANCE 12� 17,312 4 IE 11' "I-
16 30,779 8 I I I -71 I 11 1/4- 1.50 1.50 2.50 0.15 11 1/4' 1.50 1.50 2.50 0.15
I�
REINF❑RCING REQUIREMENTS 24 69,252 8 �1= I 11 l I
II' II'- 6 22 1/2' 1.50 1.50 2.50 0.15 6 22 1/2' 1.50 1.50 2.50 0.15
I.D. PIPE REBAR SIZE 'X' BAR LENGTH 'X' BAR WEIGHT 'Y' BAR LENGTH 'Y' BAR WEIGH! NO. REQUIRED INCHES 45' 1.50 1.50 2.50 0.15 INCHES 45' 1.50 1.50 2.50 0.15 I�
6' - 36' #5 2'-2'+ ❑,D, PIP 1,043 LBS/FT V-1' 1.1 LBS, EACH X-24, Y-12 FOR ALL BEND FITTINGS FOR TEE FITTING 90' 2.00 2.00 3.00 0,28 90• 2.50 2.00 3.00 0.33
GENERAL N❑TESI
48' & greater#6 3'-01+ ❑,D. PIPE 1.502 LBS/FT 1`-3' 1.9 LBS, EACH X-24, Y-12 TEE 2.00 2.00 2.50 0.23 TEE 2.50 2.00 2.50 0.28
1, STEEL RODS AND BOLTS SHALL BE 3/4' HOT OR COLD DIPPED GALVANIZED. WIDEN TRENCH TO ACCOMMODATE
2, CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS. I ANCHOR 1F REQUIRED 11 1/4' 2.00 2.00 2.50 0.23 11 1/4' 2.00 2.00 2.50 0.23
THRUST COLLAR, AND THRUST SCHEDULE,,, I
3, RESTRAINT GLANDS TO BE USED AT ALL FITTINGS,
I.D. PIPE A B C-6 -16 , 20-24 , 30 -36 , 48 4, MUST USE DUCTILE IRON EYE BOLTS WHERE NECESSARY, �T I� I T 22 1/2' 2.00 2.00 2.50 0.23 8 22 1/2' 2.00 2.00 2.50 0.23
1 TRENCH WIDTH 1 INCHES INCHES !„
6' - 36' l.'-4' 11-7' 2' 3' 4• 5EE TRENCHING
48' & greater 11-8' 1'-9' 6' I DETAILS 45' 2.00 2.00 2.75 0.25 45' 2.00 2A0 2.75 0.23.
1 1 11=1 90' 3.00 2.00 3.00 0.39 90, 4.00 2.00 3.00 0.50 %
B 42" MIN TEE 3.00 2.00 2.50 0.32 TEE 4.00 2.00 2.50 0.42 B 1734
NOTES, =1� � I
1. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED,11 1/4' 2.00 2.00 3.00 0.28 11 1/4' 2.00 2.00 3.00 0.28 °
2. REINF❑RCING BARS SHALL BE DEFORMED AND TIED TOGETHER, "
EQUAL s ' ° v 3 MIN 12 22 1/2' 2.00 2.OD 3.00 0.28 12 22 1/2' 3.D0 2,00 3.00 0.39
3, TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATI❑N SHALL BE THE MINIMUM WIDTH "• Anew INCHES 45' 3.00 2.50 3.00 0.47 INCHES 45' 4.00 2.50 3.00 0.61 ONSLOW COUNTY
AS SHOWN ON STANDARD EMBEDMENT DETAIL, "H" - -
90' 4.50 3.00 3.50 0.94 90' 5.50 3.00 3.50 1.13
4, BACKFILL TAMPED IN 6' LIFTS PER GOVERNMENT CENTER
STANDARD EMBEDMENT DETAIL, EQUAL . ' ' - - - 3" MIN TEE 4.50 3.00 3.00 D.81 TEE 5.50 3.0D 3.00 0.97
5, THRUST COLLAR MUST BE FACTORY 11 1/4• 2.00 2.00 3.00 0.28 11 1/4' 2.00 2.00 3.00 0,28 LOT -15 BURTON
WELDED ON BOTH SIDES ALONG BOTH
EDGES OF COLLAR AROUND CIRCUMFERENCE, 16 22 1/2' 3.00 2.00 3.00 0.39 16 22 1/2' 4.00 2,00 3.00 0.50 INDUSTRIAL PARK
UNDISTURBED INCHES INCHES
THRUST BLOCKING DETAIL "T" EARTH 45' 4.00 3.OD 3.50 0.84 45' 5.50 3A0 3.50 1.13
90' 6.50 3.50 3.50 1.54 90, 7.50 4.00 3.50 2.01
NOT TO SCALE SECTION A -A TEE 6.50 3.50 3.00 1.32 TEE 7.50 4.00 3.00 1.72 vw
NOTES:
1. CONCRETE BLOCKING IS TO BE FORMED TO ENSURE ACCESSIBILITY TO FITTINGS AND POURED AGAINST D
����O�
STANDARD CONCRETE VALVE COLLAR UNDISTURBED EARTH. CHART NOTES
(IF NOT IN ASPHALT) 2. ALL FITTINGS SHALL BE WRAPPED IN POLYETHYLENE TO PREVENT CONCRETE FROM CONTACTING 1. IF BLOCKING EXCAVATION 1S IN LIGHTLY COMPACTED FILL AREAS, OR IN AREAS WHERE BOULDERS OR STUMPS HAVE community infrastructure consultants
PROPERTY FITTINGS, BOLTS, OR ENDS OF MECHANICAL JOINT BENDS. BEEN REMOVED, BLOCKING SIZE MUST BE RE -SIZED FOR THE SPECIFIC LOCATION/CIRCUMSTANCE BY A NC LICENSED
(IF IN ASPHALT, VALVE BOX TO
LINE MINIMUM 36" HORIZONTAL CLEARANCE MATCH ASPHALT GRADE) 3. CONCRETE TO BE MINIMUM 3,000 PSI 0 28 DAYS. PROFESSIONAL ENGINEER. 909 MARKET STREET
FROM ANY OBJECT 4. WHEN SACKRETE IS TO BE USED, IT SHALL BE PROPERLY MIXED PER MANUFACTURER SPECIFICATIONS. 2. BLOCKING SIZES SHOWN IN THESE TABLES ASSUME THE FOLLOWING: WILMINGTON, NC 28401
5. FOR REQUIRED DIMENSIONS, SEE WS-TB2 a. BLOCKING IS CONSTRUCTED IN RESIDUAL SOILS AS SHOWN IN DETAIL [phone]
FINISHED GRADE b. SOIL BEARING PRESSURE = 2000 PSF
y 3 FIRE HYDRANT, PUMPER NOZZLE TO 1 ° c. VELOCITY OF FLOW = 15 FPS ..
3. THIS DETAIL NOT APPLICABLE TO REDUCING BENDS. Office Locations: North Carolina
.� BE POINTED PERPENDICULAR TO STREET South Carolina
4. NEITHER THE WEIGHT OF THE CONCRETE BLOCKING NOR FRICTION BETWEEN CONCRETE BLOCKING AND SOIL WAS ADDED Georgia �
0 TRAFFIC FLANGE BETWEEN INTO BLOCKING SIZES COMPUTATION. THEREFORE, BLOCKING SIZE I5 CONSERVATIVE. NC LICENSE NO. F-0374
`1 lr 2" - 8" ABOVE GRADE ��\� \� �� , .:BON C
���� �"°' ONWASA'S CUSTOMER'S DUAL CHECK VALVE NEAR METER
5 RESPONSIBILITY RESPONSIBILITY (REQUIRED)
_ -
SIDEWALK CURB do GUTTER PAVEMENT STOPS HERE DOUBLE CHECK VALVE ASSEMBLY FOR
z E BEGINS COMMERCIAL USERS AT A MINIMUM.
y TAMPED CAST IRON VALVE BOX
CONTACT ONWASA'S CROSS -CONNECTION
O BACKFILL CONTROL OFFICE ,���CA�"'�.
? VALVE BOX l fi" GATE VALVE �'•�N,... • •
. •' FES
o j ,o COMPACTED BACKFILL CONC. THRUST CAST IRON GATE VALVE
(TAMPED IN 6" LIFTS) BLOCK
NOTE:RSTANDARD MJ GLANDSANDS METER CUT-OFF GATE A NEXT TO "
PRESSURE REDUCING GATE VALVE - No 42859
RESTRAINT G EMETER METER BOX VALVE NE NEAR HOUSE 12" a
•i a. MAY BE USED AS OPTION ONWASA'S ONWASA'S ONWASA'S METER VALVE WITH STRAINER p
6 MIN. BRANCH PIPE MAIN IF NEEDED (REQUIRED) (REQUIRED) (CUSTOMER OPTION)
MIN. OF 3 CUBIC FEET ..
OF CRUSHED STONE FOR "
TAMPED
DRAINAGE MAX. BACKFILL
- CONCRETE TRUST BLOCK CONCRETE
PLACED AGAINST 7 CU. FT. CRUSHED CONCRETE SUPPORT SUPPORT
UNDISTURBED EARTH _---
STONE MIN.
I --
NOTES: INLINE VALVE DETAIL T=1 4„ MI k =-
1. FIRE HYDRANT MANUFACTURER SHALL BE AS REQUIRED BY PROJECT SPECIFICATIONS.
2. FIRE HYDRANT SHALL BE INSTALLED USING HYDRANT TEE. FROM
3. BRANCH PIPE SHALL BE DUCTILE IRON. NOT TO SCALE FLOW
4. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION. ONWASA'S TO -
5. ALL JOINTS ON FIRE HYDRANT ASSEMBLIES SHALL BE RESTRAINED. WATER MAIN CUSTOMER'S
6. ALL FIRE HYDRANTS SHALL BE LOCATED WITHIN DEDICATED STREET RIGHT-OF-WAY OR TYPE
STRUCTURE
A 20-FOOT PUBLICLY DEDICATED PERMANENT UTILITY EASEMENT TO ONWASA. ---.� PIPE BEDDED IN 4" MINIMUM LOOSE SOIL WITH BACKFILL I'
7. INSTALL BOLLARD GUARD POST AS PER DRAWINGS OR CONDITIONS MANDATE. \/�/\//\/\/\/\l\/\/�//\/ /\/ //\/�/\/\//\/\/ FLOW FLOW FLOW FLOW
j I i
T LIGHTLY CON SOLI DATED TO TOP OF PIPE r... -
p\,,\,,\,,�,,\,,\,,�,,\,,\/,�,,�, ,,\,,�,,\,,\,,�,, ,
\\,\\,/\\,/\\,/\,/\,/\\,/\,/\,`\\,/\\,,�\�j\\,/�\,/�\,/\\,/\\ (LOOSE S01 L I S DEFINED A S N A Tk VE 501 L EXCAVATED p
FROM THE TRENCH, FREE OF ROCK, ORGANIC MATERIAL,
ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK, OR ANY FOREIGN MATERIALS AND FROZEN EARTH.) `
OTHER WORK CHANGES THE GRADE OF THE FIRE HYDRANT, ---
THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING THE FIRE`=
HYDRANT TO STAY WITHIN COMPLIANCE.
- co NORTH CAROLINA PLUMBING CODE SECTION 608 REQUIRES A GATE VALVE, BACKFLOW PREVENTION AND A PRESSURE
a 3' MIN. COVER REDUCING
LL VALVE ON ALL CONNECTIONS WITH THE PUBLIC WATER SUPPLY,
- :z
a
m 1. A GATE VALVE, BACKFLOW DEVICE IN THE FORM OF A DUAL CHECK VALVE FOR RESIDENTIAL (DOUBLE CHECK VALVE 12 12"
o FIRE HYDRANT ASSEMBLY ASSEMBLIES FOR COMMERCIAL AT A MINIMUM), AND A PRESSURE REDUCING VALVE MUST BE INSTALLED "
Q PROPOSED DIRECTLY BEHIND THE METER (SEE DIAGRAM ABOVE), F :-
CURB AND GUTTER SECTION UTILITY 2. AN ADDITIONAL GATE VALVE LOCATED NEAR THE HOUSE IS RECOMMENDED, BUT NOT REQUIRED.:
a 3. ALL MATERIALS SHALL BE PRESSURE RATED TO ONE HUNDRED -FIFTY (150 PSI).
NOT TO SCALE IF 1 S" OR MORE OVER 4. THE WATER METER WILL BE LOCKED UPON INSTALLATION. PLEASE CONTACT THE ONSLOW WATER AND SEWER ".
it THE EXISTING STORM SEWER, AUTHORITY (ONWASA) TWENTY-FOUR (24) HOURS IN ADVANCE TO SCHEDULE THE INSPECTION OF THE VALVES.
THEN NO DIP OR ENCASEMENT 5. ALL VALVES MUST BE INSTALLED PRIOR TO UNLOCKING THE METER.
N IS REQUIRED. USE OF DIP OR STEEL
METER PLACEMENT NOTE:
NOTE: CONCRETE VALVE COLLAR ENCASEMENT REQUIREMENT
N REQUIRED ON ALL VALVES. PLACE THE BLUE FLAG APPROXIMATELY THIRTY (30) FEET FROM THE CENTER OF THE ROAD UTILITY RIGHT OF WAY FOR
PROPER PLACEMENT OF ONWASA'S WATER METER. ALL EFFORTS WILL BE MADE TO INSTALL THE METER WHERE IT IS
o APPROVED METHOD FOR EXTENSION OF VALVE 80X 6" MARKED; HOWEVER, ONWASA RESERVES THE RIGHT TO PLACE THE METER IN THE MOST FEASIBLE LOCATION TO ALL
PARTIES INVOLVED. IF THE BLUE FLAG IS NOT PLACED IN A FEASIBLE LOCATION, IT MAY RESULT IN A DELAY OF
INSTALLATION.
s 18" MIN. TYPE 2
COVER 314' TO 1" METER INSTALLATION TYPE 1
- FLAT BOTTOM TRENCH WITH BACKFILL LIGHTLY
IF CLEARANCE IS 12" OR LESS NOTE 1
• AT£R 2' 12" NOT ALLOWED. NOT TO SCALE FLAT BOTTOM TRENCH WITH LOOSE DIRT CONSOLIDATED TO CENTERLINE OF PIPE
~ � -d I
EXCEPT AS INTERFERENCE BOX (FLAT BOTTOM IS DEFINED AS UNDISTURBED (FLAT BOTTOM S DEFINED AS UNDISTURBED
D •, •p� ON A CASE BY CASE BASIS EARTH) EARTH)
E Q ONLY. E
3 2, 10' 10'
I-
-III-=T=k
Q � DOMESTIC 12"
�� CASTING
01 WATER LINE
PAVEMENT
C] P
EXISTING STORM SEWER PIPE WATER LINE
Co + "'n+ VALVE BOX
�o ,� s..a.,t COVER
_ /^\
0
WATER MAIN STANDARD -- SEwER LINE SEWER LINE CHARLOTTE SHELBY
� JOINTS
1230 WEST MOREHEAD ST. 201 WASHINGTON ST.
cn VALVE SUITE 400 SUITE 200
� BOX 10' 10'
CHARLOTTE, NC 28208 SHELBY, NC 28151
5 " TAMPED''.'PLAN VIEW FOR WATER LINE OVER SEWER LINE W/LESS THAN IS- CLEARENCE DIP or CEP �' 7041731-7000 7041406-6000
Qa- LESS THAN 18" BOTH WATER AND SEWER LINE
Q BACKFILL SHALL BE WATER MAIN STANDARDS (JOINT)
U FERROUS METAL PIPE (DIP), FOR 1V EACH SIDE OF CROSSING TYPE 5
=i I ICI I I` 1 1=III-1 I hI I I -1 I I-1 a= OVER 18" REGULAR MATERIAL STANDARDS SHALL APPLY TYPE 4
RALEIGH LEXINGTON
'� PIPE BEDDED TO IT'S CENTERLINE IN COMPACTED 9131 ANSON WAY 1070 SOUTH LAKE DR.
(D 2' MINIMUM DEPTH UNDER NOTE: SEE STANDARD sPECOIFlCAT10N5 SECTION 2.12 PIPE BEDDED IN SAND, GRAVEL OR SUITE 204 SUITE A
H STANDARD VALVE BOX GRANULAR MATERIAL, 4" MINIMUM UNDER PIPE.
c BOTTOM SECTION STORM SEWER ALLOWED 10, 10' CRUSHED STONE TO A DEPTH OF 1 /8 RALEIGH, NC 27615 LEXINGTON, SC 29073
PIPE DIAMETER, 4" MINIMUM WITH COMPACTED GRANULAR OR SELECT MATERIAL TO TOP OF 919/573-6400 8031356-0507
m ALV a SEWER LINE BACKFILL COMPACTED TO TOP OF PIPE. PIPE. (APPROXIMATELY 90 PERCENT STANDARD
MA ER o o (APPROXIMATELY $0 PERCENT (SELECT MATERIAL PROCT° S DEFINED AS NATIVE: SOIL
DIP or CP STANDARD PROCTOR, AASHTO T-99) EXCAVATED FROM THE TRENCH, FREE OF ROCKS, ORGANIC UTILITY DETAILS
TAMPED' n WATER LINE MATERIAL, FOREIGN MATERIALS AND FROZEN EARTH)
C NOTES:
1 BACKFILL CONCRETE WATER LINE F
SUPPORT 1. FOR NORMAL PIPE SIZES 14 INCH AND LARGER, CONSIDERATION SHOULD BE GIVEN TO THE USE
CENTER ONE JOINT o OF LAYING CONDITIONS OTHER THAN TYPE 1.
CENTER ONE JOINT OF PIPING AT CROSSING �- SEWER LINE 2, CONSIDERATION OF THE PIPE -ZONE EMBEDMENT CONDITIONS INCLUDED IN THIS FIGURE MAY BE
� NOTE: VALVE 80X SHALL BE PER ONWASA'S OF PIPE AT CROSSING SHEET TITLE
a SPECIFICATIONS INFLUENCE BY FACTORS OTHER THAN PIPE STRENGTH. FOR ADDITIONAL INFORMATION ON PIPE
tV WATER AND SEWER LINE SHALL BE WATER MAIN STANDARD
(JOINTS) FERROUS METAL PIPE (DIP), FOR 10' EACH SIDE OF BEDDING AND BACKFILL, SEE ANSI/AWWA C600.
CN CROSSING. ONE JOINT OF WATER MAIN PIPE SHALL BE CENTERED PLAN VIEW FOR WATER LINE UNDER SEWER LINE
PROPOSED UTILITY OVER AT THE POINT OF CROSSING. WATER MAIN EMBEDMENT DETAILS 20120084.00.WL CONSTRUCTION SET
VALVE BOX INSTALLATION
U NOT TO SCALE EXISTING STORM SEWER WATER AND SEWER CROSSINGS NOT TO SCALE PHASE
a NOT TO SCALE PROJECT NUMBER
m
NOT TO SCALE ____
U 1 2 3 4 5 6 7 S
10.26.12 C131
_° RELEASE DATE SHEET

M
V
a
U-
a
a)
a
CV
I+M
CV
O
CN
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CV
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T
1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS
NOT TO BE REPRODUCTED OR COPIED IN WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER PROJECT AND IS TO 13E RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE
NOT OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS
HAVING THE SAME MEANING AS SIMILARY INDICATED CONDITIONS WHICH
ARE MORE FULLY DEFINED ELSEWHERE ON THIS PROJECT OR OTHER
DRAWINGS OF THIS PROJECT.
REVISIONS
ONSLOW COUNTY
GOVERNMENT CENTER
LOT - 15 BURTON
INDUSTRIAL PARK
VE/K
DICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations: North Carolina
South Carolina
Georgia
NC LICENSE NO. F-0374
..4��tirlilr
No.-028�Sa��
ku� '_�
' 2 �'••.'tiG I NEB`•'' J
"k'
CHARLOTTE SHELBY
1230 WEST MOREHEAD ST. 201 WASHINGTON ST.
SUITE 400 SUITE 200
CHARLOTTE, NC 28208 SHELBY, NC 28151
704/731-7000 704/406-6000
RALEIGH LEXINGTON
9131 ANSON WAY 1070 SOUTH LAKE DR.
SUITE 204 SUITE A
RALEIGH, NC 27615 LEXINGTON, SC 29073
919/573-6400 803/356-0507
SEGMENTAL CONCRETE
WALL DETAILS
SHEET TITLE
20120084.00.WL CONSTRUCTION SET
PHASE
PROJECT NUMBER
10.26.12 C 132
RELEASE DATE SHEET