SW7070809_APPROVED PLANS_20070827

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW q D to 0
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�Q
YYYYMMDD

( IN FEET )
1 inch = 20 fk
lF
YOU DIG l �.. BEFORE / s
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TOLL FREE
CALL TO
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1-800-632-49I9
PRE -
CAST CONCRETE
OL►NA 1/ i / / % WNEEL STOP (TIP.)
NORTH CAR
ONE CALL
NOTE.
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT 1 f` f ` ,/ .'
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE 1 /' �' ' ) ACT VE ORAINFlEID 1 I
/ :-' / / % CONVENTIONAL SYSTEM FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES, 1 ;' ,' , ,-� 3-50 lF OF UNES fe P
AND DIMENSIONS OF THE EXISTING UTILITIES 1,. , .' /' / / o 9.0, O.C.
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER / / ,•'' { /
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS •
NOTICE TO PROCEED. / / / / / ' f / , - / / : ' ;{
NTAST
/ CONVENTIONAL SYSTEM
3-50 U' OF UNES
/ f o 9.0' O.C. —
CRY INFILTRATION 38.5' 1
,f!� � TOP STORAGE 0 38.5'
BOTTOM BASIN 0 37.S.H.W.T. 0 35.5'
5
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P05119
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CHECKED BY
DAD
ISSUE DATE
08 10/07
SHEET N0.
OF 8 SHEETS

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CHECKED BY
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08 10/07
SHEET NO.

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CONVENTIONAL SYST]A
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DRAWING FILE: P05119-wslooms / 1OF PROPERTY LINE. (TYP.) i i 1 ., . . 11
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P05119
DESIGNIM BY
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CHECKED BY
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ISSUE DALE
08 10 07
SHEET NO.
OF 8 SHEETS
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18'-0" MAX.
18'-0" MAX.
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FOR "W"
= 6'-0" OR LESS
ASPHALT
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"A")
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18'-0" MAX.
18'-0" MAX.
18'-0" MAX.
(NCDOT TYPE
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/
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COMPACTE'��\/\\//� D
SUBBASE
°
D I D I D —I—I
E D D E D D E D
FOR "W" = MORE THAN 6'-0"
E = EXPANSION JOINT
D = DUMMY JOINT
EXCEPT WHERE SHOWN IN THE PLAN, ALL NEW CONC. WALKS SHALL HAVE
JOINTS SPACED AS SHOWN IN THESE DETAILS.
AN EXPANSION JOINT SHALL BE USED TO SEPARATE THE NEW CONC. WALK
FROM OTHER NEW OR EXISTING CONCRETE CONSTRUCTION.
JOINT PATTERN
TRAFFIC
RATED
JOINT
SEALANT
iollllrM61l OU'lYY
JOINT DETAIL
L PREFORMED EXPANSION
JOINT MATERIAL
EXPANSION JOINT
SIDEWALK JOINTS
N. T.S.
4" CONCRETE (3,000 psi, BROOM FINISHED)
r 6x6 10/10 WIRE MESH
SLOPE TO DRAIN
d A dC
. X X�+-" X �—e— X —
a v 4 v d d
d b
d . C
THOROUGHLY COMPACTED SUBGRADE
CONCRETE SIDEWALK SECTION
N.T.S.
GENERAL CONTRACTOR MAY REPLACE FIBERMESH CONCRETE
WITH WIRE SCREEN OR WIRE SCREEN WITH FIBERMESH
CONCRETE AS APPROVED BY ENGINEER
DRIVEWAY & PARKING ASPHALT X-SEC
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P05119
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DRAWN BY
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CHECKM BY
DAD
ISSUE DATE
08 10 07
SHEET NO.
5
IDRAWING FILE: P05119-Welcome-Delalle
PLOT SCALE: N.T.S.

PLAN
WITH COPING REMOVED
a
SECTION X-X
24" SQUARE GRATE
FRAME & GRATE:
EAST JORDAN
4"x8"x16" IRON WORKS
SOLID BLOCK 5250 CATCH BASIN
(TYPICAL) INLET GRATE &FRAME BRICK COPING
24"
CONCRETE BASE <.a
SECTION Y-Y
STORM INLET DETAIL
HEIGHT OF BOXES VARY SEE SHEET 2
NC DOT 840.15
INFILTRATION BASIN
BOTTOM ELEVATION
37.W
...
#` Y,
P05119—Wsloom•—Dsfalla
I.T.S.
(A
39.0' PLASTIC GRADUATED GRALE STICK ATTACHED TO
PRESSURE TREATED POST OR BUILDING PILE WITH
D_ STAINLESS STEEL THREADED FASTENERS -
ELEVATIONS SHOWN ON GRADE STICK SHALL BE
BASED ON TRUE ELEVATIONS FROM MEAN SEA
a LEVEL.
38.0,
37.0'
M 3 .O'
CONCRETE
BASE
I-'- 6" -I
N.T.S.
PROVIDE IN EACH BASIN
H
1 5/8"
1 1/2" ��-I �1 5/8"
0 0
1 15/32" O
r—� 0
2'-3 1 /4" 0 0
0 0
O 0
0 0
1 15/32" I II 1'-4 1/2" H
1'-7 5 8"
T�
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1" DEPRESSION SECTION-GG
2'-3 1/4' --{
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TOP OF
BERM O
ASPHALT DRIVE
F-�
E
2'-6" L
F—J
3'-6"
PLAN OF FRAME
3'-3 3/4 CAST IRON
3,-2"
IIJ
2 1/8 r 3'-1 3/4" —1 2 1/8
3'-6"
1/8- 1/8"
SECTION-EE 1. 1"
1/8. 1/8-
2-3 3/4"
3/4"3/4'
" 2`
4E2'-2"
2` 2 1/8` t2•-1 3/4 2 1/8-
2'-6-
SECTION-
STANDARD DROP INLET FRAME & GRATE
N.T.S.
INFILTRATION BASIN
BASK TO BE SEEDED
IN ACCORDANCE WITH
GENERAL SEEDING
SPECIFlCATIONS
CAP TRENCH WITH 6" TOPSOIL
OR STANDARD PAVEMENT SECTION
W-i or+iD 06NAZr +' '
• • •
NTS
TOP OF TOP OF TOP OF
BERM O BERM O BERM O
Eo L=to
=) Lolikil�o�o�
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A A
PARKING W
INFILTRATION BASIN
I
BASIN TO BE SEEDED
i
IN ACCORDANCE WITH
GENERAL SEEDING
SPECIFICATIONS
aI
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CROSS SECTION "B—B"
N.T.S.
TOP OF TOP 4F TOP OF TOP OF
BERM O BERM O BERM O BERM O
CROSS SECTION "C— C "
N T.S.
4"-90"
HDPe N-12 CPP STORM PIPE
OR SCH 40 PVC ROOF DRAIN
COLLECTION LINE, SIZE
VARIES SEE SHEET C2.
SCH 40 P
COLLECTIC
VARIES SE
90FLO W
4"-45'
DOWNSPOUT
SEE ARCHITECTURAL
DRAWINGS
DOWNSPOUT TO
BE PVC ROOF
DRAIN FITTING
4" PVC ROOF DRAIN
COMPACTED
SUBGRADE
PVC OR HDPe FITTING
ELEVATION VIEW
d STRUCTURAL•
A ° `FOOTING ' 4,
a
......
CONNECT TO 4" PVC ROOF DRAIN
(SEE SHEET C2)
CONCRETE PAD
PLAN VIEW
ROLOZ, DRAIN COLLECTION LATERAL
N.T.3.
24"SQ. x 6" THICK
CONC. PAD FLUSH
WITH GRADE
CLEAN OUT INSTALLED
FLUSH W/ CONCRETE
a °Id
d'
a a��—° •. a .I
INLINE CLEAN OUT
~- — COMBINATION 'Y' AND
1/8 BEND
END OF LINE - CLEAN
OUT LONG SWEEP QT'R
BEND
EXTERIOR CLEAN OUT DETAIL
N. T. S.
1. CLEAN OUTS INSTALLED OUTSIDE BUILDING AND FLUSH WITH GRADE
SHALL BE INSTALLED FLUSH WITH 24"x24"x6" THICK CONCRETE PAD.
CLEAN OUTS SHALL BE JOSAM 58180-22-Y, ZURN ZN-1430-BP-NL,
OR J.R. SMITH 4293 SERIES.
2. CLEAN OUTS INSTALLED OUTSIDE OF BUILDING AND IN SIDEWALKS SHALL
HAVE ADJUSTABLE CAST IRON BODY WITH CAST BRASS PLUG, LEAD SEAL
AND SQUARE NICKEL BRONZE TOP WITH WATER TIGHT GASKETED COVER.
CLEAN OUTS SHALL BE ZURN ZN-1400-T, JOSAM 56020 OR J.R. SMITH 4040.
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COMMISSION NO.
P05119
DESIGNED BY
SCB
DRAWN BY
JMH
CHECKED BY
SCB
ISSUE DATE
08/10/07
SHEET NO.
6
,.OF 8 SHEETS

SEEDING DATES: APRIL 1— SEPT 30
SEED MIXTURE APPUCATION RATES/ACRE
BAHIA 50 LBS.
COMMON BERMUDA 50 LBS.
(UNHULLED)
GERMAN MIL.LETT 15 LBS.
FESCUE 20 LBS.
26-13-13 0 500 LB/ACRE
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
SEEDING DATES: OCT. 1 — MARCH 31
SEED MIXTURE APPLICATION RATES/ACRE
RYE GRAIN 175 LBS.
FFRT11 17ER
10-10-10 ® 1000 LB/ACRE
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
GENERAL:
— FERTILIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TESTING.
— MAINTENANCE:
SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND,
IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE
SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW
SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE —SEEDED,
AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (UNTIL FINAL COMPLETION IS AWARDED)
WEAK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILIZATION MAY BE NEEDED TO MAINTAIN
PRODUCTIVE STANDS.
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SILT FENCE DETAIL
N.T.S
SWALE TO BE SEEDED
IN ACCORDANCE WITH
GENERAL SEEDING
SPECIFICATIONS
7
L
J
J
J
O
CH
( 4" WIDE x 8" DEEP )
ESTABLISH NEW DITCH INVERT
TYPICAL INFILTRATION SWALE
N.T.S.
DRAWING FILE: P05119—Weloome—Details
PLOT SCALE: N.T.S.
EXISTING GRADE
CLASS A NCDOT
EROSION CONTROL STONE
do m PIPE DIA
La — APRON LEN
W - APRON WID
•• of e,.i
NOTES:
SEE APPROPRIATE OUTLET DETAIL FOR DIMENSIONS
— A filter blanket or filter fabric should be
installed between the riprap and soil foundation.
RIP -RAP OUTLET DETAIL
xrs.
CLASS A NCDOT
EROSION CONTROL STONE
et
SEDIMENTATION AND EROSION CONTROL PLAN NOTES:
1. DEVELOPER/OWNER: BURTON FARM DEVELOPMENT CO. LLC
P.O. BOX 1908
ROCKY MOUNT, NC 27802
[phone]
2. ENGINEER: QUIBLE & ASSOCIATES, P.C.
P.O. DRAWER 870
KITTY HAWK, NC 27949
[phone]
3. RECORDED REFERENCE: D.B. 454, PG. 916-917; D.B. 454; PG. 918-921
4. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES;
a.) PROPOSED AREA TO BE DISTURBED IS PERMITTED UNDER MILL CREEK PHASE 1 EROSION CONTROL PERMIT
b.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITHIN FIFTEEN
DAYS OF LAND DISTURBING ACTIVITIES. IF SAID ACTIVITIES OCCUR OUTSIDE
THE PERMANENT VEGETATION SEEDING DATES (APR. 1- SEP.30)THEN TEMP-
ORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR
PLANTING UNTILTHE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT
WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO
PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & TEMP. SEEDING
SPEC'S THIS SHEET).
c.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF CONSTRUCTION
IN ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SAND OR SILT FENCING SHALL BE
INSTALLED AS DIRECTED BY ENGINEER OR LOCAL GOVERNING OFFICIAL SO AS TO PREVENT DAMAGE TO
ADJACENT PROPERTY. SEE SAND AND SILT FENCE DETAIL THIS SHEET.
d.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED,
MAINTAINED AND REPAIRED AS NECESSARY UNTIL PERMANENT CONTROLS
ARE ESTABLISHED.
e.) CONSTRUCTION SCHEDULE:
1 OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2 FLAG AND/OR ROUGH STAKE WORK LIMITS.
3� HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER,
AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START
OF CONSTRUCTION ACTIVITIES.
4) INSTALL SILT AND SAND FENCING 0 LOCATIONS SHOWN ON PLAN
5) COMPLETE CLEARING AND GRUBBING PROCEDURES.
6) INSTALL DRAINAGE SWALES, CULVERTS, AND OUTFALL FEATURES AS ROAD GRADING WORK
PROGRESSES. INSTALL CHANNEL STABILIZATION, RIP -RAP OUTLET PROTECTION, AND
STILLING BASINS AS SWALES ARE CONSTRUCTED. SEE GRADING AND DRAINAGE PLANS (SEPARATE
PLANS) FOR DETAILED CONSTRUCTION INFORMATION ON CHANNEL STABILIZATION, RIP -RAP OUTLET
PROTECTION, AND STILLING BASIN INSTALLATION DETAILS.
7) ALL EROSION SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY
AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE
IMMEDIATELY.
SEDIMENT POOL
NCDOT STANDARD #57
WASHED STONE ---
1' MIN
2' MAX
—WIRE SCREEN
8"X8"X16" CMU
DEWATERING
° a
a �
STORM DRAINAGE
STRUCTURE W/GRATE
INLET PROTECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL., (LATEST EDITION) SECTION 6,52.
INLET PROTECTION SHALL BE PROVIDED AT ALL DROP INLETS, CURB INLETS
YARD INLETS AND ANY OTHER STORMWATER COLLECTION INLET.
INLET PROTECTION
N.T.S
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COMMISSION NO.
P05119
DESIGNED BY
DAD
DRAWN BY
JMH
CHECKED BY
DAD
LSSUE DATE
08/10 07
SHEET NO.
8
OF 8 SHEETS