SW8040215_APPROVED PLANS_20111208

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 04 02 15
DOC TYPECURRENT
PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
toll l? 0 a
YYYYMMDD

I
EXIST. RCP
=
INV IN = 40.75 �I
INV OUT = 39.36.
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LEGEND
_ ry
5 SR /32q El DROP INLET
c7-) 1 POWER POLE
SITE ? LIGHT POLE
17
Q� BENCHMARK
�2 O
DRAINAGE FLOW DIRECTION
N/F f0 �e PROPOSED CHECK DAM
MORTON CONSTRUCTION COMPANY
D.B. 1637 PG. 427 17 ® EXISTING WATER METER
\ 70NFn HR n SCH 40 PVC
�- - kv DOWNSPOUT DRAIN SIZE
- - - - - VICINITY MAP
EXISTING ASPHALT
N.T.S.
PROPOSED ASPHALT
- N687658W- -go - - 40
- - -- - -- - -N682658"W- - - - PROPOSED CONCRETE
RIP -RAP
�- - - - -- - - -- 00.00 PROPOSED GRADES
r>--� - - - - - -
--------
40
\ ----= - - - -
�----------- - - - - - - - - DITCH INV = 38.05
-.\
EXISTING DITCH
20' SIDE SETBACK -� - _ 5KDAM
STON- - �- ----PROPOSED DITCH
CHECAPPROXIMATE LOCATION (SEE ) \ \ \ \ TOP OF BANK (TOB)
EXISTING SEPTIC SYSTEM.
BUILDING SETBACK (MBL)
/ ~• �m ��� �� \ �. -42- EXISTING CONTOURS
", BEGIN SWALE
DITCH INV 38.00
44.75�
\ �\INV = 43.00 \ 42 39 \ b�' 42 PROPOSED CONTOURS
43
- \ 39 \
ORA/NAGE BAS/N /2
� \ ' ORA/NAGS BASYN ,�1 �.�'�. 40 40
I OLD SEPTIC TANK v V
= \ \ \
\ \ \ \
DS 4 75 \ VA \
I I -150,
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DS \ \
Ds �
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I I
/I EASTERN ALUMINUM
STORAGE BUILDING
DS I 0 22,500 SF
�I I FF = 45.00
III I
ICI II I I
DS
�I
. I
DS
OF CUF
= 44.
A. CONC. - 44.90.
471.00 7
RAMP
S CONCRETE SIDEWALK ''
LOADING DOCK a
4 ee r
'
TC 44.75
4
44,41.45
K.
e
a'
e - G
4
e .
<4
oJ
_
.
ROLL EDGE OF
• .
P42 58:
'CONCRETE CURB/
ASPHALT TO
-
' -' .RETAINING WALL
TRUCK WELL
42.95 < (1 .
(BY OTHERS)
AS NECESSARY.-
_
CONCRETEI
'TRUCK WELL `
a
TOP OF�CURB/ r/
"
110 LF 12" CMP
INV IN = 42.25
INV OUT = 40J0.
)P INLET
= 42.91
= 40 W
d70 LF 15" CMP
'.INV IN = 40.70
°:. INV OUT = 40.00
10" SCH 40 PVC
THROUGH RETAINING
WAI1 INV = 399F
LF 18 CMP
IN = 40.00
OUT = 39.00
DRn-
RIM = 42.9
INV = AO OI
X 10" PVC
= 39.00
SITE DATA RECEIVED
MAR 0 3 2004
1. OWNER: DWQ
HUNTER & BUNDY & PROJ #
JAY BUNDY (GENERAL PARTER)
P.O. BOX 11540
GOLDSBORO, NC 27532
PHONE: [phone]
2. LOT COVERAGE:
BUILDINGS = 22,500 SF (15,32%)
FUTURE ADDITION = 7,500 SF (5.11%)
ASPHALT = 20,032 SF (13.64%)
CONCRETE = 1,996 SF (1.36%)
OPEN SPACE = 94,794 SF (64.567)
TOTAL AREA = 146,822 SF (1007)
3. THIS SITE IS LOCATED IN WHITE OAK TOWNSHIP
AT 1124 HALLTOWN RD. D.B 1767, PG 126
4. PARKING:
5 EMPLOYEES ® 1 PER EMPLOYEE = 5 SPACES REQUIRED
TOTAL SPACES PROVIDED = 10 SPACES
5. SITE IS ZONED: HB (HIGHWAY BUSINESS)
6. SITE IS LOCATED IN FLOOD X
ACCORDING TO FIRM MAP NUMBER
370340 0215 C
7. BUILDING SETBACKS:
FRONT R/W = 60'
REAR = 25'
SIDE = 20'
8. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY
INFORMATION TAKEN FROM A PRELIMINARY
SURVEY PREPARED BY CHARLES A. RAWLS. PLS,
DATED 04/08/03.
9. DISTURBED AREA = 2.37 AC
10. THERE ARE NO WETLANDS ON THIS SITE.
11. ALL RUNOFF FROM ROOF DRAINS SHALL BE
DIRECTED TO THE DETENTION POND.
5
DS
J
OWNSPOUT DRAIN I 1
S
0•
FUTURE7,500 SF
ADDITION
% %
8 \ I I 39 ` // / / EXIST. 24" CPP J
/
_ /�--INV IN = 36.01 �
INV OUT = f35.53
40
S
43
NCGS DATA
NGVD 29
STA AON H-27
(ELEV 32.26f
+\ I t. 10' X 30' VEGETATED FILTER
39
WIDE LEVEL SPREADER
� I 41 � � 0 ELEV. 38.70
42
CLASS WIDE X 15' B RIP -RAP
10' LONG
4.75 I \ r / � \ /
S _j
a EXIST. 24" CPP A i / /
NOTIFY
ULOCO
AT
1-800-632-4949
FOR LOCATION OF EXISTING
UIILUES
44.70 35 LF 12" CMP INV IN = ±35.53
INV IN = 39.00 \ INV OUT = 33.10
DUMPSTER PAD 43.0 INV OUT = 38.80
ii
41.0
.70 40.0
39.0 OUTFLOW STRUCTURE
38.0 37.0 _ �_ EXIST. 30" RCP
WYE 9.54
36.0 - 43 / / / •!I /V INV INVTOUT = 28.23
�35.0
le 1. 42 / / / / / // / / / A
NAG YT CC
WATER'Qt
00
NOTE
DETENTION POND SHALL BE CONSTRUCTED
PRIOR TO SITE GRADING OR BUILDING
CONSTRUCTION. (SEE CONSTRUCTION
SEQUENCING ON SHEET #2)
GRAPHIC SCALE
20 0 10 20 40
(IN FEET )
1 inch = 20 (L
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SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
LIMESTONE, FERTILIZER, AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED
IT IS WORKED INTO THE SOIL. IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR
OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE
SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS
TO COVER THE SEED NTH A LAYER OF SOIL.
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
APPLICATION WILL BE THAT WHICH WALL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE.
MAINTENANCE
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
SEEDING & MULCHING
TYPICAL DITCH OR SWALE
TOF
SECTION
TOP OF DITCH BANK
BOTTOMOF
NTS
OF #5 -
WASHED STONE
4" THICK
PROFILE `CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/2 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
NTS
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE PATH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
EROSION CONTROL MEASURES
SEED MIXTURE RATE OPTIMUM PLANTING DATES
1. KENTUCKY 31 FESCUE 5 #/1000 SF MAR. 15 - MAY i
AUG. 15 - OCT. 15
2. COMMON BERMUDAGRASS 2 //1000 SF MAY 1 - JUNE 30
(HULLED)
3. PEARL MILLET 2 #/1000 SF MAY 1 - OCT. 1
4. FESCUE 5 #/1000 SF OCT. 15 - MAR. 15
SEEDING SCHEDULE
• ••" ••," " TEX PLATES
_EL BARS (TYP.)
CMP RISER
SPACING BETWEEN
AND PLATES
WELD TO PLATES
1/4" STEEL PLATES -
ATTACH TO RISER USING
IN,2"X2"X1/4" ANGLE IRON
3/4" STEEL BARS (TYP.)
WELD TO RISER 1�-18" CMP RISER
TRASH RACK
NTS
�J 25 YR=40.84
';Z77 10 YR = 40.72
INLET ELEV. _
CLASS B STONE
COMPLETELY
6" SCH 40 PVC PIPE, SURROUNDS RISI
FEMALE ADAPTER &
PERMANENT THREADED PLUG
WATER SURFACE r
— ELEV. = 39.00
6" SCH 40 PVC 1
6" SCH 40 PVC TEE —
THREADED PLUG WITH
1" DIA. HOLE
DRILLED THROUGH
\6" SCH 40 PVC
/\ (LENGTH AS REQUIRED)
THICK
PAD
TOP OF RISER
ELEV. = 40.51
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. CONSTRUCT DETENTION POND, CUT NEW SWALES AND DITCHES.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
6. SEED THE DISTURBED AREAS IN SUCH A MANNER THAT NO AREA WALL
REMAIN DENUDED FOR MORE THAN 30 DAYS.
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS.
8. MONITOR AND MAINTENANCE THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
PLANTING NOTES
1. VEGETATED SHELF SHALL BE PLANTED WITH
PLANTS SELECTED FROM THE TABLE PROVIDED. 2 OR
3 PLANTS SHALL BE CHOSEN FROM THE TABLE.
2. PLANT MATERIAL MAY BE AVAILABLE FROM
LOCAL WETLAND AREAS AND DITCHES. THE
CONTRACTOR SHALL VERIFY WITH THE LOCAL OFFICE
OF COASTAL AREA MANAGEMENT WHETHER OR NOT A
PERMIT IS REQUIRED TO TAKE PLANTS FROM THESE
AREAS.
3. APPROPRIATE TRANSPLANTING OR PLANTING
METHODS SHALL BE DETERMINED ACCORDING TO
PLANTS CHOSEN. (PRIOR TO DIGGING, THE TOPS OF
THE PLANTS SHOULD BE CUT OFF TO A HEIGHT OF
4-6 INCHES. CUT OR DIG PLUGS APPROX. 4 INCHES
SQUARE MAKING SURE TO GET FULL ROOT DEPTH.
THIS PROCESS SHOULD IMPROVE THE SURVIVAL RATE
OF MOST OF THE PLANTS.)
E
6' VEGETATED SHELF
COMMON NAME
SCIENTIFIC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUE FLAG
IRIS VIRGINICA
ARROWHEAD/DUCK POTATO
SAGGITARIA LATIFAUA
PERMANENT POOL ELEVATION = 39.00
N'—+I \'37
ELEV. = 34.00
WET BASIN CROSS SECTION
NTS
18" CMP RISER W/ ANTI -VORTEX
PLATES & TRASH RACK. SEE
TRASH RACK DETAIL. WELD 1/4"
STEEL PLATE ON BOTTOM.
BARREL
12" CMP
INVERT = 39.00
41
44Qa N Qaa
#57 WASHED STONE
DRAWDOWN DEVICE-
6" GALV. STEEL PIPE
& FITTINGS, ATTACH
TO RISER
OUTFLOW STRUCTURE
NTS
1
NTI-SEEP COLLARS
T OF DAM
A. NCDOT /5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
RIP RAP PAD
TOP ELEV. = 39.20
PERMANENT
GRADE
20'
WATER SURFACE
ELEV. = 39.00
EARTH WEIR ACROSS
1
END OF FOREBAY AREA
5 _
3,
a
J
L
MARSH VEGETATION
BOTTOM ELEV. = 36.00
w..\v.\I
BOTTOM ELEV. 34.00
FOREBAY AREA CROSS SECTION
NTS
51'
30'
68'
31'
Icxr.��
20'
31
6:1
Ii
) ) ) )
57'
DETENTION POND DIMENSIONS
NTS
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PRUNE CODOMINANT
PRUNE BROKEN, RUBBING
OR CROSSING BRANCHES
#10 MARE THRU
RUBBER HOSE
REMOVE TAGS AND LABLES. —
CUT AWAY ALL BALLING ROPES
REMOVE TOP OF WIRE BA
UNAMENDED BACKFILL SOIL —
PARTIALLY BACKFILL, WATER TO —
SETTLE SOIL, FINISH BACKFILLING
WIDEN AND SCORE HOLE WALLS
REMOVE CONTAINER AND CUT CIRCUN(
ROOTS IF CONTAINER -GROWN, OR AS
BURLAP AS POSSIBLE IF FlELD-GROWN
RIP -RAP
ENERGY
DISSIPATOR
PRUNE TERMINAL
OR BRANCH TIPS
PRUNE NARROW CROTCH
ANGLES & WATER SPOUTS
2" X 2" STAKE INSERTED
12" - 15" INTO SOLID SOIL.
DO NOT STAKE OR WRAP
TRUNK UNLESS NECESSARY.
PRUNE SUCKERS
2"- 3" MULCH KEPT
AWAY FROM TRUNK
SOIL WELL TO CONTAIN WATER
' �% AREA FOR WATER DRAINAGE
�!//� 5/75�5� I(PIPENSTALLED)
LE COULD BE
LEAVE SOLID SOIL PEDESTAL.
DO NOT DIG DEEPER THAN
BALL DEPTH.
TREE PLANTING DETAIL
NTS
175 LF SWALE
@ 0.5% SLOPE z
w
OUTLET ;*'\I, 41
PIPING
CONCRETE
FLOW SPREADER
MECHANISM
PLAN VIEW
STANDARD HANDICAPPED PARKING SIGN (TYPICAL)
TO BE INSTALLED AT REQUIRED HEIGHT AND
DEPRESSED SIDEWALK DIMENSIONAL RELATIONSHIP TO PARKING STALL.
LEVEL WITH PARKING
/r--HANDICAPPED-PARKING STALL (TYP.)
1-21 :1
EDGE OF SIDEWALK
AS DIM'D.
PLAN VIEW OF PARKING STALL(S)
RESERVED
PARKING
MAXIMUM
PENALTY
$250
<ING STALL PAVEMENT MARKINGS (TYP.)
JDARD HANDICAPPED SYMBOL (TYP.)
FT. WHEELCHAIR ACCESS AISLE
EDGE OF SIGN
60" OUTSIDE OF PEDESTRIAN AREAS
84" WITHIN PEDESTRIAN AREAS
GRADE
A.D.A. STANDARD HANDICAPPED PARKING SIGN
(W/ STANDARD HANDICAPPED SYMBOL)
HANDICAPPED PARKING, WALKWAY
& RELATED DETAILS
% * %
\ 3' MIN
2" X 4" STAKESy
FRAME
INSVV=) 3&80 _--_`
ELEV 38.70 ELEV 38.55
CONCRETE FLOW 1 RECEIVING
SPREADER MECHANISM DITCH
75 F
30' VEGETATED FILTER 1L
® 0.5% SLOPE
FILTER FABRIC
�--� (GATHER EXCESS
CROSS SECTION AT CORNERS)
VEGETATED FILTER DETAIL
NTS
NTS
BURIED
1. SPACE STAKES EVENLY AROUND THE PERIMETER
OF THE INLET A MAXIMUM OF 3' APART AND
DRIVE THEM SECURELY INTO THE GROUND.
2. PLACE THE BOTTOM 12 INCHES OF THE FABRIC
IN A TRENCH AND BACKFILL THE TRENCH WITH
AT LEAST 4 INCHES OF CRUSHED STONE OR 12
INCHES OF COMPACTED SOIL.
3. THE TOP OF THE FRAME AND FABRIC MUST BE
WELL BELOW THE GROUND ELEVATION DOWNSLOPE
FROM THE DROP INLET TO KEEP RUNOFF FROM
BYPASSING THE INLET. IT MAY BE NECESSARY
TO BUILD A TEMPORARY DIKE ON THE DOWN
SLOPE SIDE OF THE STRUCTURE TO PREVENT
BYPASS FLOW. MATERIAL FROM WITHIN THE
SEDIMENT POOL MAY BE USED FOR DIKING.
FABRIC DROP INLET PROTECTION
NTS
4" THICK 5' WIDE 2500 PSI CONCRETE SIDEWALK
==> SLOPE 1/4" PER
2" TYPE SF 9.5A
ASPHALT MIX
r0o_
00 0 0 0 6" ABC STONE BASE
COMPACTED' EARTH I I III —I I I —I I= I I I-1
CONCRETE SIDEWALK DETAIL
NTS
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN. SPECIFICATIONS OF
NCDOT " STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES", LATEST EDITION.
D.I. F. & G. = R-3404-F BY NEENAH FOUNDRY
OR APPROVED EQUAL, HEAVY DUTY CASTING,
RIM ELEV.
(SEE PLANS 8"
CORBEL MASONRY AS REQ'D FROM FULL DIM'S OF
RISER BARREL TO INSIDE DIM'S OF FRAME.
CORBEL OR CONE SECTION MAY BE ECCENTRIC.
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS
INSIDE DIMENSIONS:
r
'
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM. PLUS
16" IN EACH DIM.
8" SEWER BRICK MASONRY (SOLID)
.....................
....................�.....�::::
�
SET MASONRY WALL FLUSH
....................... ........./��,
W/ BELL END OF CULVERT
PAF
GE INVERT W/
....................::.:
.::::.:..::.'::.:':...::::::..... _...... _...'..............
............................::::.
CONCRETE
-- SLOPE TO
CULVERT
INVERT.
SEE PLANS FOR
CULVERT TYPE & SIZ
INV. IN.
.
SEE PLANS Fn c, nor
DROP INLET
NTS
3000 PSI CONCRETE FOOTING
W/ 6x6x10/10 WWM
-COMPACT SUBGRADE TO 95% OF ASTM D 698
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