SW7061119_APPROVED PLANS_20150615

PERMIT NO.
DOC TYPE
DOC DATE
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
sw
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE

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NOTES
1. OWNER/DEVELOPER 11. LOT COVERAGE:
DAMES A MASON & JUDY J MASON LOT AREA = 217 174 SF / 4 99 ACRES
790 PITTS CHAPEL ROAD
ELIZABETH CITY, NC 27909
EXISTING IMPERVIOUS AEEk
[phone]
BUILDING
2
00000NCRET
,
SF
2.
PROPERTY BEING DEVELOPED DESCRIBED AS PARCEL 1 OF
ASPHALT
41,243
SF
SPRUILL INDUSTRIAL PARK, M.S. 31, PG. 47, RECORDED IN D.B.
GRAVEL
5,250
SF
957, PG. 46 OF THE PASQUOTANK COUNTY REGISTER OF DEEDS.
SIDEWALKS
1,740 SF
EX. IMPERVIOUS
82,606
SF (38.0%)
3.
CURRENT ZONING: I-1
ASPHALT TO BE REMOVED 176
SF (0.08%)
4.
PASQUOTANK COUNTY PIN# - 8922 566173
NEW BUILDING
2,400
SF
5.
TAX MAP P-124, PARCEL 19
NEW CONCRETE
1,200
SF
6.
PROPERTY LOCATED IN A FLOOD ZONE 'SHADED X' AS SHOWN
ON FIRM MAP #3720892200J, DATED OCT. 5, 2004.
TOTAL IMPERVIOUS
86,030
SF (39.6%)
{SUBJECT TO CHANGE BY FEMA}
FUTURE PARKING
1,194
SF
7.
DEVELOPER INTENDS TO ADD AN ADDITIONAL 2,400 SF TO THE
TOTAL IMPERVIOUS
87,224
SF (40.2%)
EXISTING 20,000 SF BUILDING. EXISTING AND PROPOSED USE WILL
BE OFFICE AND WAREHOUSE FOR AN ELECTRICAL CONTRACTING
12. PARKING CALCULATIONS:
BUSINESS. MORE THAN ADEQUATE PARKING WILL BE PROVIDED FOR
VISITORS, EMPLOYEES & COMPANY VEHICLES.
(2 SPACES/ 3 EMPLOYEES) X (35
EMPLOYEES) = 24 SPACES
(1 SPACE/WORK VEHICLE)
X 12 VEHICLES = 12 TRACTOR
8.
n
ELEVATIONS SHOWN HEREON ARE NAVD88.
♦l i •nr ---1 sun
TRAILER SPACES
I
CURVE TABLE
CURVE
I DELTA
I RADIUS
I LENGTH
CHORD
I BEARING
C1
1 1'5'1
77
7 '
67.69'
0'E
�Q
C
1 F 3EW
�� J
IRON ROD SETa-
IRON ROD FOUND
c*�
DRILL HOLE FOUND
Q
J
*CALL CALCULATED POINT
• POST
1
� POWER POLE
U
O TELEPHONE PEDESTAL
0
0e/o EXISTING CLEAN OUT
rt EXISTING FIRE HYDRANT
❑ EXISTING WATER METER
Q
o
�a EXISTING WATER VALVE
�06
EXISTING LIGHT POLE
W
DRAINAGE FLOW ARROW
I
TRAFFIC FLOW ARROW
cr
HANDICAP SYMBOL
'L
OVERHEAD ELECTRIC
N
— -- EXISTING DITCH/SWALE/PONDcr
EXISTING PAVEMENT
W
EXISTING CONCRETE
R N o
PROPOSED CONCRETE
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APPROVED
.r+ROLiNA ENVIRONAfiEIdTAL
DEMENT COMMISSION
>-`Ui $I'ON OF WATER QUALITY
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GRAPHIC SCALE � NOT
18 W 0 0 0 rA_
30 0 15 30 60 120 17 SCALE: I
�CONSTRUCTION1 =
� 3 0
I
(IN FEET)
1 INCH = 30 FT. C201
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.Lr_I_�:' '_'�.L. `- L ..yam.—._. �s .. ...,,. ,.. .._.. :_3i %.fi J}.:'uf.Li.L;k l
1 0' x 30'
SIGHT TRU
i (TY' )
�SfGN PERM
TO BE
O$TA1NEO
PRIOR TO
i
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I
PROPOSED 4'
SIDEWALK T 8E
CONSTRUC AS
AD.iACENT PROPE TY FUTURE
CONSTRUCTION W RANTS. AS
OUTIJNED IN IZABETH
CITY'S OEFE PROGRAM
I
N SEDIMENTATION EROSION OONTROI_ NOTM �s IRON ROD SET
e THIS PROJECT INCLUDES THE CONTRUCTION OF A 20.000 S.F. BUILDING IRON ROD FOUND
WHICH WILL BE USED AS AN ELECTRICAL CONTRACTING BUSINESS. THIS 1 • PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL HAVE THE
APPROPRIATE UNDERGROUND UTILITIES LOCATED. CONTACT ULOCO AT 800-632-4949. DRILL HOLE FOUND
SITE IS ROUGHLY 5 ACRES IN SIZE AND WILL INCLUDE APPROXIMATELY CALCULATED POINT
5 ACRES OF LAND DISTURBANCE. SITE IS CURRENTLY UNDER CULTIVATION. I • POST
2. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND DISTURBING - � POWER POLE
r' AS WELL AS EXISTING IMPROVEMENTS SPECIFICALLY NOTED FOR PROTECTION ARE NOT
L& ADVERSELY IMPACTED BY ANY CLEARING ACTIVITIES., O TELEPHONE PEDESTAL
SOIL TYPES AS MAPPED IN THE SOIL SURVEY OF PASQUOTANK COUNTY: ! o'�/a EXISTING CLEAN OUT
NOTE:
APPLICABLE AT ALL POINTS OF INGRESS &%\%�\ -� 3. EXPOSED SIDE SLOPES SHALL BE PLANTED OR PROVIDED WITH TEMPORARY GROUND COVER ! ZI EXISTING FIRE HYDRANT
'i \�' PORTSMOUTH SILT LOAM (Pf) f t� EXISTING WATER METER
EGRESS UNTIL SITE IS STABILIZED, SUFFICIENT TO CONTROL EROSION WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS OF D4 EXISTING WATER VALVE
FREQUENT CHECKS OF THE DEVICE AND �/�V�`��`/�A'/V COMPLETION OF ANY PHASE OR GRADING, WHICHEVER IS SHORTER.
�/i/�\/ , EXISTING SAN. MANHOLE
TIMELY MAINTENANCE MUST BE PROVIDED. ,i ./ .//�/i�i/ / /� / w
EXISTING LIGHT POLE
4. IF EXCESSIVE WIND EROSION OR STORM WATER RUNOFF DEVELOPS DURING TIME OF co
OBTAIN NCDENR APPROVAL u� EXISTING CURB INLET
FLAG OR STAKE WORK LIMITS CONSTRUCTION IN ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SAND OR SILT FENCING ;n EXISTING DROP INLET
SOP y: 5p' SHALL BE INSTALLED AS DIRECTED BY ENGINEER, SEE SAND OR SILT FENCE DETAIL.
NOT ; HOLD PRE --CONSTRUCTION MEETING PROPOSED DROP INLET
COMPACTED FILL -_l INSTALL CONSTRUCTION ENTRANCE cv PROPOSED LIGHT POLE
�`� s' _ 's,� _ 1. WASHED STONE 4 STONE OR 2" TO 3" AGGREGATE). 5. SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED MAINTAINED AND REPAIRED z I ■ PROPOSED WATER METER
�4 -� - ( n ) INSTALL SILT FENCING AS NECESSARY. THIS SHALL BE THE RESPONSIBILITY OF THE GRADING CONTRACTOR OR OTHER
PAD TO BE 50'L X 20'W X 6 D AT A MINIMUM. PROPOSED DIRECTIONAL LIGHT
,� �C CLEAR LOT OF EXISTING VEGETATION. ASSIGNEES AS DEEMED APPROPRIATE BY THE OWNER. DRAINAGE FLOW ARROW
SYNTHETIC FIBRE JUTE COMMENCE EARTHWORK TRAFFIC FLOW ARROW
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE MESH FILTER FABRIC \ COMMENCE CONSTRUCTION INFRASTRUCTURE NEW BUILDING AND UTILITIES 6. DESIGN FLOW OF PROPOSED SWALES DOES NOT EXCEED 2 FT PER SECOND.
20' TRUCKS IS TO BE PROVIDED. 3' SEED, FERTILIZE AND WATER DISTURBED AREA TO STABILIZE HANDICAP SYMBOL
2"-3" COURSE EXTENSION OF FILTER FABRIC WIRE OVERHEAD ELECTRIC
3, ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR NTO THE TRENCH I _ EXISTING DITCH/SWALE/POND
6" MIN AGGREGATE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
' PROPOSED SWALE
EXISTING DRAINAGE PIPE
4, MUST BE MAINTAINED IN A CONDITION WHICH WILL \�!\� \� K/ �/ �/`� '
,� �� \ �� \\. \\ \ PROPOSED DRAINAGE PIPE
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTOi%"i''
4 EXISTING SANITARY SEWER
TI0NV BVIRAACE DERL STREETS. PERIODIC TOP DRESSING WITH STONE SHALL
EXISTING PAVEMENT
BE NECESSARY.
NTS PROPOSED PAVEMENT
SST �DI�TAL EXISTING CONCRETE
NTS PROPOSED CONCRETE
EXISTING GRAVEL
1 PROPOSED CHAIN -LINK FENCE LIMITS OF DISTURBANCE
PARK SF SF SF SF_ � I WILLOW OAK
PA zcL 2 PROPOSED SILT FENCE {
MD. '-5j, PCB. 47 I 1 Ij
INDIAN HAWTHORNE
CONTRACTOR TO PROVIDE
ZONEP: 1-1 PROPERTY LINE OR TOP OF BANK � � � - — - _ -
+ PROPOSED FUTURE TREE
BACK sL nPE aERf� wNERE D�Ti4L
NEc€sswrr ro �r�uN — ---
STORMWATER ON srrE. NTS
1IINIYUt1 ELEVATION - 7.8'
S 7'4 7 ,96'
PROPOSED FENCE LIMITS OF DISiURBIWCE
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --.._— — — — fl
_ W PRAKAW1119Y EA554Nr lc
OF'OSED FUIIURE PARRIN4
lP SIGN (TYP.) — -- --� - — — — — _-
2d M.OL_
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A & r �u
� tir
st
#� (;, ..
® 24' ~ I Z
PROPOSED j 0
WHEEL STOP PROPOSM V)
(TYPICAL) 8 SPACES ASPHAL-T 8 SPACES 8 SPACES r 1 2"
I 0
AN
rL
i _ I e ESSIBLE �41
l
F mp PROPOSED 1'-0"x1'-6"x.080" ALUMINUM HANDICAP uAkKING 0
# p ° PROPOSED 4' CONCRETE wALK
STOCKYARD PARKING SIGN. SIGN TO READ "RESERVED
250.00' PARKING" WITH IDENTIFICATION SYMBOL,
TRANSITION CONCRETE BOLTED TO STEEL TUBE WITH 3/8' CADMIUM
Y FOR DOORWAY - - - - - - PLATED BOLTS, NUTS AND WASHERS.
PROPOSED SEPTIC
REPAIR GRAINFIELD AREA ASP�KPARlKWNi�T z MENALT!
e I
PROPOSED O N
j
° �© Q p 1 CORNER RADIUS: 1-1/2" (TYPICAL) o
ch � Q z
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Q a
mL
z PROPOSED SEPTIC =' - Typ. TRANSITION CONCRETE Z
- i
ACTIVE ORAINFlID EAREA FOR DOORWAY 1! 4"x4" STYP POST T Z
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i +I O w
I w ^ it F- N
PROP.- 4" CONC. WAM
0
fit ° - - ., ° - - . - ` � ♦♦ � J � � I �I■
PROPOSED i i ! ' e 1 . ' ° lel Z � ij NV 0 Z
SEPTIC T ° ,. • .a QR0�05ED 4- flW' 1AANHOL:E ,® ' ° r i . I z tLto old
1 I I 4 SPACES ; ° ` ; • W/,SUMP' PUMP do •4' aOUTLET • ` I I I _ O
Qr
PROPOSED * 1 - I _ I I ff v
.. — .. LIGHT POLE I � r �I
I i io —
FUrURE PARKING
Q J =
m
U14ITS OF DISTU NAM
R&ANCE I _ f AL
Cl
NTS NOTE Z O
1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES
SHALL
(BEEI NENTI FIED S_) BY ABOVEGROUND SIGNSONLY cc
O
2. NEW SPACES SHALL NOT USE GROUND -PAINTED
I SYMBOLS.
^�� DRAp, I 3. ACCESSIBLE SPACES ARE REQUIRED TO BE z
STRIPED OFF ONLY; BLUE COLORING IS NOT
ow -� - NECESSARY NOT REQUIRED.
AaMMmW,� ~ PROPOSE ~— _� 4. STRIPING IS WHITE ON DARK PAVEMENT; BLACK
SCE AND i ON LIGHT PAVEMENT. (N.C.D.O.T.)
� (f O'Z955 s+Lr FE E ($� � ��) I- { 5. CONDITION 1: PEDESTRIAN PATH DOES NOT PASS CL
II
� � � � - _ _ _ 46Z•7 �G � -� - UNDER OR AROUND SIGN. CONDITION 2: PEDESTRIAN V
i 50' RAW ~`` PATH GOES BY, UNDER, OR AROUND SIGN. W Z
i uMr DISTURBANCE 6. STANDARD SIGN COLORS; BACKGROUND - WHITE,
LETTERING/BORDER ERF G�/BORDER - GREEN, FIGURE - WHITE ON
� { r n IV
cn ❑ J
CURVE
TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD
BEARING
C 1
I-gg' � 0"
77 2.44'
267.70'
267.69'
5 9' O'20'E
APf;L 1- MAY 0 PBMAN@ilSESNO r
MAY 16 -- J&Y 101 I°9:IAMf � 811�0
SPECIES RATE
KEFESCUE 3�TLB/1000 5F
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
WINTER RYE GRAIN 3 LB/1000 SF
GERMAN MILLET 3 LB/1000 5F
NOTE: DELETE RYE GRAIN IF
NOTE: DELETE MILLET IF OVERSEEDING
OVERSEEDING ESTABLISHED RYE
ESTABLISHED MILLET OR FESCUE.
OR FESCUE. DELETE FESCUE IF
DELETE FESCUE IF OVERSEEDING
OVERSEEDING ESTABLISHED FESCUE.
ESTABLISHED FESCUE.
AklOL1BIT - APii, t TBlORAF11t 9FEDID
15
8QL ANENDMIEWs
SPECIES RATE
APPLY LIME AND FERTILIZER ACCORDING
K'--31 FESCUE 3 LB/1000 5F
TO SOIL TESTS, OR APPLY 500 LB PER
WINTER RYE GRAIN 5 LB/1000 SF
ACRE OF 10-10-10 FERTILIZER.
0jLCH
USE JUTE, EXCELSIOR MATTING OR OTHER
YAMBNYJ+iCE
A MINIMUM OF 3 WEEKS I5 REQUIRED
EFFECTIVE CHANNEL LINING MATERIAL TO
TO FOR ESTABLISHMENT. INSPECT AND
COVER BOTTOM AND SIDES OF SWALES.
REPAIR MULCH FREQUENTLY. FERTILIZE
ANCHOR MATTING PER MANUFACTURERS
THE FOLLOWING SPRING WITH 50 LB/
RECOMMENDATIONS. HYDROSEEDING 15
ACRE NITROGEN.
ALSO AN ACCEPTABLE METHOD OF
TEMPORARY STABILIZATION
ZONED: I —I 4al ,
� (2) 24"
5 REBAR PINS
f
8'x6" PRECAST WHEEL STOPS
* . � 2' TYPE S9.58 ASPHALT SURFACE
IC 19, 1 /4' PER FT. 6' ne 6" ABC (96% COMPACTION)
19' a
+ / 4" CONC. SIDEWALK \\
�VA�AAjAAx�A jAA��jAA�AAj/
COMPACT SUB BASE
rYFACAL PAMM SPA AL HA A MAP (100% COMP ACTIONy\/�:
30
NTS - 84%m ap, g+t P 9KM MEMY T�
I NTS NTS
OD
(IN FEET)
1 INCH = 30 FT.
La
\
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d
30:�
I
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w
W W
Z
Y
SCALE:
120
SHEET:
OF
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- .t I� �f ° I .I. 7,.' �. ., .ti. 1, 1I; +�, `{+l'1t f �:." :., il:.-: •.�:1 ��t •- -

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77-- -I a --�+T' 3�---� iTT•�,j�tr.� -

UNDISTURBED
EARTH
CLASS 'B'
CONCRETE
1/2 L
I -
6" MIN.
12" TYPICAL ALL
THRUST BLOCKS
PLAN - TEE
1/2 L
UNDISTURBED ��
EARTH
UNDISTURBED
EARTH
CLASS
l 1/2 HICAL
., '
T
TYP. SECTION - TEE OR BEND
'B' CONCRETE
CONCRETE THRUST BLOCK SCHEDULE
PIPE
SIZE
INCHES
BEND
DESIGN
PRESSURE
PSI
H
L
H
L
H
L
H
L
4' do 2
1.0'
2.0'1
1.0
2.0
1.0
2.0
1.0'
2.0'
100
6
1.75
2.5
1.75
2.0
1.75
2.0
1.75
2.0
100
8
2.0
3.5
2A
3.0
2.0
2-0
2.0
2.0
100
NATIVE BACKFILL GRANULAR BACKFILL
COMPACTED TO GRADE COMPACTED
12"
�UNDISTURBEDJ 7
(TRTH',
TYP.) �?v
DL4
DIA.'� j 3"
SHAPE FOR BARREL
ArETHiOD OF PIPE NE'i'F M 1
NOTES
1. METHOD I IN AREAS OF
UNCONSOLIDATED SOILS (SAND,
GRAVEL, ETC.)
2, METHOD 11 IN AREAS OF
CONSOLIDATED SOILS (CLAY,
BELL HOLE EXCAVATIONS REQUIRED HARDPAN, ROCK, ETC.)
FOR METHODS I & i1 3. BEDDING AREA BACKFILL COMPACT
J �.�' TO 95% OF MAXIMUM DENSITY.
...
�Yw -M
NTS
EXISTING 8" MAIN
OUTLET MOB
1. NCDENR-DWQ APPROVAL SHALL BE OBTAINED PRIOR TO
PROCUREMENT OF STRUCTURES. SHOP DRAWINGS SHALL BE
APPROVED BY THE ENGINEER.
2. CONTROL STRUCTURE DESIGN SPECIFICATIONS SHALL CONFORM TO
LATEST ASTM C913 SPECIFICATIONS FOR "PRECAST CONCRETE
WATER AND WASTEWATER STRUCTURES."
3. CONCRETE COMPRESSIVE STRENGTH 4,000 PSI MINIMUM.
4. STEEL REINFORCING DESIGN TO CONFORM TO THE REQUIREMENTS
OF ASTM C890 SPECIFICATIONS FOR "STRUCTURAL DESIGN
LOADING FOR WATER AND WASTEWATER STRUCTURES" AND SHALL
UTILIZE GRADE 60 RE -BARS CONFORMING TO THE REQUIREMENTS
OF ASTM A615 OR WWF CONFORMING TO THE REQUIREMENTS OF
ASTM A185 OR BOTH.
5. STRUCTURES SHALL BE DESIGNED FOR H-20-44 LOADING.
6. STEPS REQUIRED ON CATCH BASINS OVER 3'-6" IN DEPTH.
STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE
PLASTIC AND MEET THE REQUIREMENTS OF ASTM C478.
7. FRAME GRATE SHALL BE DOUBLE INLET NEENAH R-3580-1 OR
APPROVED EQUAL.
8. JOINTS TO BE SEALED WITH BUTYL RUBBE. INT SEALANT
CONFORMING TO THE REQUIREMENTS OF ASTM C990, OR MORTAR
AS PER NCDOT REQUIREMENTS OR BOTH.
R (10YR CONTROL)
FLARED END
SECTION WITH
IN
12" TO
POND BENCH
ELEVATION
OUTLET COMPARTMENT
PRECAST CONTROL STRUCTURE WITH
INTERGRALLY CAST INTERIOR WEIR
AND ORIFICE
A
1r-9"
OUT
'70-
(1 CONTRC
�- 30" 8"
6" SUMP
A
18" RCP WITH FLEXIBLE GASKETS
AND RUBBER BOOTED CONNECTION
TO CONTROL STRUCTURE (TYP.)
(2) 24" RCP
/ �Z_ POND
(SEE PLANS FOR DETAIL)
PLAN VIEW
RIM ELEVATION = 7.00'
(TOP OF POND)
2'-6"
MIN. OUTLET ELEVATION
4.50
INV. 1N = 3.00'
12" ABC BASE
(98% COMPACTION)
NTS
NOTES.
1. CONCRETE SHALL NOT CONTACT BOLTS
OR ENDS OF MECHANICAL JOINT FITTINGS.
TEMPORARY POOL
2. SEE STANDARD THRUST BLOCK TABLES
ELEVATION
FOR AREA OF CONCRETE REQUIRED.
IM
TAPPING SLEEVE TO BE
ROMAC SST 13.20" X 8"
0.1. FLANGE, TAPPING
VLAVE TO BE CLOW F5093
OR APPROVED EQUAL
_D
RESILIENT WEDGE CLOW
MJ F6100 SERIES OR
EQUAL
/ _1
EXISTING 8" MAIN ELEVATION
TAMMIG 490C MM4L
NTS
VARIES
Aq!,P�'
VARIES
2
ul
101
" NTS
FOREBA
A
:1 DESIRED; /
MAX (ABOVE
STORA ELEVATION)
PIPE W/ F.E.S.
(SEE PLANS FOR
SIZE & LOCATION) Ai
3:1 MAX /
15' (EDGE OF PERM.
POOL TO BENCH)
DOUBLE FRAME
AND GRATE
OUT
OUT
BOTTOM OF STRUCTURE
SEED & STABILIZE ALL ADJACENT
E AQUATIC BENCH
�Y(Mr'ti��V �./L��vr� f L��r�vMs�r�r r vv� ���in�iv�•
FLARED END SECTION'
EARTHERN BERM WITH TRASH RACK
WIN
NTS
A
SEE POND DETAIL SHEET
)RIENTATION
COMPARTMENT
3"
IN
3'-0"
N
2-6
MIN.
s. J
dw ,.
Below Permanent Pool Elevation
Perm. Pool to Tem . Pool Elevation
Plant Common Mame
Planting Rate
Plant Common NameL
Planting Rate
Rce Cutgrass
0.1 - 0.25 Ib/ac
RYE KY - 31
113 of Mix
Boom sedge
0.05 - 0.25 Ib/ac
German Millet
1/3 of Mix
Sweet Flag
0.006 - 0.25 Ib/ac
Buffalo Grass Bison
1/3 of Mix
Blue Fla
18" Spacing
Purple Top
1/2 of Mix
Southern Blue Flag Ins
24" Spacing
Sweet Flag
0.0W - 0.25 Ib/ac
Note: Hlanting rates shall be adjusted proportionately when using multiple species
PRECAST OUTLET
STRUCTURE
OVERFLOW ELEVATION
OUTLET
(SEE POND DETAIL
/ FOR SIZE)
12" DEPTH ABC
18" PCP
DRAINAGE CHANNEL
PROVIDE 50 CF NCDOT
CLASS 'B' RIP RAP
(10' LENGTH, 5' WIDE, 12" DEEP)
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