SW7061115_APPROVED PLANS_20010508

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE �' ❑ CURRENT PERMIT
FLY APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

.ia .I .-_1.. �_-��: __•__,.._u _«._.ice _.a _.�..._al'_.__- _a_ __ . : �. ' y :. .,
t
FX D1TGN1 V .�6i°11fYJ• W
TRASH C MPACTORI.t 4'
_r- v
977
el wl, ��-i
�i��iriri�fi�iJ�ifi�i'�yiiJ/1�ifi�/��J•�� , • • ' r-
Moll, 000009
• , .A ;k.7.IF •8'2.98X .t1}.2• a .. :�,,, .... ; ' �; '
'41-
41
4.
',1'• + Mop r•1.9:Y'? ::a, a'iiP
,q 14 • 1•INV.. 16.0, '
.�':9 ' 1 g•2"t 9;3tflr
' 1 .: +• •f • B1• LF o.y7%.'°:•
VA I
i
1011�
0�jc r-
MODEL: 35-05
34,928 sq.ft. fpoa!5�
F.F.E. = 13.6
ALL GRADES WITHIN 30 FEET OF THE
FRONT OF THE BUILDING ARE DESIGNSED
WITH GRADES LESS THAN 3.07G AS PER
j j t
Mu
FOOD LION SPECIFICATIONS.
I,
l i
`
3}
I
1
.6
.a.•..13.6L.
'elfe � ': �' ' �'
AE5517 32 l kIX L�41d7
L76 4Q2 P6 512
I I '
>
��
+S(D1r1A+A(K iLUSF}' 1IjH Pi�11EMENb '
n 1 12� r
zoemrr z
+
1.3'
U56A6R1G{!_7b1E
I I ,
I CELL TCPBZ
E I I
%
s
I
30" pep
'
I I
13
tn�
I I
...
S::
rsP x
T
+
1
12
*yy
I
Wt
2:4'
im
,
t
+
. ....
..... .... . ..
............
}Qo1 .0
T `
�a2
RETAIL
SH(
6.000 sq.
r
,
r
r
.4'
(J(dFf IJSH Tail
�J
r t3� •'•• .•� .,
,•'.
,
$IDEWAI3CL1SSIi SMITtI"PA1�AQ1F
~
F
j
# r 1
I
. . . . . . . . . . . . . . . . , . . . . . . . . . LEGEND
.. _ .: _ .: r I EXISTING ASPHALT PAVEMENT � - I
. . . . . . . . .
D.1./18 �� 1 -� 1 - - - - - - - _ - - I PROPOSED ASPHALT PAVEMENT
yy r
-TOP a 9.4' 1 ya
u INV. 6.6' i . . . . . . . . . . . . . . . . . . . . . . .� - - - - _...._... - - - - - -L1- PROPOSED CONCRETE PAVEMENT
i I I
I . . . . . . . . . . . . . . I I I O EX. IRON PIPE
A L�9b . j I
QQ EX. IRON ROD
. . . . . . . . . . , . . . . . . . . . . I
I I Os�R
' SET IRON ROD
. I I j O CALCULATED POINT
I
o (TYP.>yNAGE ;I . sTh cTOuRE #O `.: . . . . . . . . . . . . . I I I EX. PK NAIL
\_(SEE DETAIL) i �.g! I I I '�L ©C. LIGHT POLE
. . . . . CLEANOUT EX. DITCH . . . ' . . . . . . ' . . . . . ' . I - r� I I �, D(. UTILITY POLE
' TO MIN. INV. OF 7.0'
_� - exr577N& - - - - -•- •. I FU9LIC TRA�A" I I
T _ . _ - a I 'r�- 4"
I .� EX. FIRE HYDRANT
of PMarin� �.or . f
+� a G. , w ..... ..:N.q c �. -, ' I 5� I lIAKNS t PTA j I J EX. WATER VALVE
EIP CR1!"1P�37 ; o • 2 r ,', f .�`�� 1� f 1 w t I, a I I - -
31R�-gS-W_0.12' _ ; aal� 'R_ - - - - - - Y 457Q fJJC"1' i I - - -
I I EXISTING STORM PIPE
FR04GORMR-_ 1 �d11 �- _ - fR E!R °34� L`IOI�f'
t� - N �6°!5L'1�`W i� --r ' EXPrrCH - b.73 I I PROPOSED CURB AND GUTTER
1k A-77, -.-T- A, _ i� _ _ A - k = T - r?s?S[ r I I _ xe aryl I j
:nSocausid
�.�
r . I
!II 1II
+II
5'.)
3+108
LI:L1
.�r!
Ia'L�I 7 8" �1; # :::
9--
.(? s , ,,8
es�•
LV�•».&` .8 :: ;
g.9 t <..oa
s.
r'
V
$
YL :J•11 ry rw r
1z!aA
I zKo
D
!j 2
v
4 LONG. 3WIDEM V•�
RIP-RAPRON 17 .. .
l_ ....
1II
.
_ " =
5 :; .
4% 40
!
,,..:
=
;:0IN,
1 - r
„.
U Fn5e7A16R$AM
TONE.6.
STONE.
(TYP UNLESS ERWSE NOTED) oI
I
ateI
D.L3
ti
f
t
[
-
tx tfiY4�E7F .
.
i
I
.3
NV.V .4t6'
........
j ►
5.0'
S.6'
II
'
1I
j
,
8.3' 1
r
18` RP
5LF•OO
sa.
/rpTOP
INV. 4.2'
I
II
aay.�t w . •,.�. s+ .v .,,tiv. • REMOVE- EXISTING D.I: F�i%i7Jc4A4 IPIL r r• - • ERA7E OA6.
119 LF O 0.09i m11
D.I. 8 ' -
1w.d4D'P11'mne) D.I.I}25 INV. -6.0 ' ��-�' Q D NG�fiB" PIKE ,� lNV�7' REP �� TOP- 8 ' 18" RCP TOP 8.5' (TIC � 1 -4,a. .
. - TOP m 8.7' 12' LONG; 9' WIDE- (CaPINECT TO �� _- y .� _ _ v
NV. y 6 0� R7tP 74PRDR -' - ExIST1NG 18 RCP�� A f7kti 18`� TO ti E.2�r �"� - A��-
_ _T _ �I
. . 2"-6" ANGULAR• STONE REMOVE EXISTING . I I . r l�Q I I
, 4 LF O 1 0X EN 3',
�� ' INV 4 8'
D.I.#24 GRATE REPLACE WITH I f
f'K�GB+IT�RLII+�
TOP - 8.7' 6" THICK MAN HOLE COVER I I. ll�sa�cn� _ NOTE:
11 HflHfzl5�ron � �- I I • THE DATA GIVEN ON THESE PLANS IS RELIEVED
INV. m 5.48' -_ _ �_ _ _Y. -- - �-- -- - - - - - II - -- - -- �REAIOVE EXISTING -'' DRIVE a - """" REMOVE EwsnNc JIa TO RE ACCURATE, OUT THE ACCURACY IS NOT
. r GRATE REPLACE WITH GRATE REPLACE E WITH r GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
�T. �� , �% � � II�' MAN HOLE COVER r �MAN HOLE
2. LONG 2 4AOE � '� .18'.RCP• Ilto
7 LF O 2.0% � � _ r _ r
v� FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES
.may 2e 7. STONE + ,' a AND DIMENSIONS OF THE EXISTING UTILITIES
STORAGE VOLUME 13,43D'cf 6- THICK (�•) - jl HEEK5VILLE -ROA5 (5F �1152) •loot RI . //- PRIOR TO CONSTRUCTION IF A DISCREPANCY
AO
REMOVE EXISTING D.I. do _ - - • _ . _ _.__ • - -- _ _ _ _ �_ _ �. - tr r,4a ld` (l . . , . . . . _.._ .___. __� _ ._ WORK SHALL CEASE AND THE ENGINEER
REPLACE WITH NEW D.I. IN • �gdpE c� EX DJ. NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
THE B.O.C.' RECONSTRUCT '4 cr . . , . . . . . . . . . . . . . . . . . . . . . f1 . . . . ..
II#7•• NOTICE TO PROCEED.
THE JUNCTION BOX i0 IX Dl �_ a a� IN�-4ACCONtODATE FHE EXISi1NG._.,...._„_:._:._:._:.-...-.'._.:_.:_.:_.: _..�SR/iLE _.. _.,_.._.._.. ,-.._.._...,...,.._.._.._.._'..
24"RCPdcNEWD.E.#24 =_�..��==a_- r=� == _--_��.....���..����� - - -_ -------=
-_ �Au.EXDJ,9 �LV ��. a� - - - - - - � __ as------ GRAPHIC SCALE
f I w .' . nz 5N OR !•iA7HilAL. I ix 12' WA- II 0,D L 6947E BAY i ' iDc Da EX 12W-,P
IN M91i A aRA7E fl4fRTHEVA77d1V 1�1 �y t5RA7E 7ZS' INV = 5A5' $ yy. &?ATE 7.42' p
I5f47i5 fi4i2D TO6ET I- - j !NV 5219' - .. - - - - - - �r�a l t - - INV - 5m' 3a a 1S 30
- f � ` 7 � 6a
EX !s'cw11
DRAWING FILE: P05123-base �j0 �111 b�2 � � ,' (III FEET )
PLOT SCALE: 1 "=30' 1-Inn��'r12a' .. _ -- _ _ A .. ; - -- 1 inch = 30 #t.
a
•
�' y
N
Z
i
01
- »
4
h
~` Oo : O
-no
o
fi)C'4
i y •'.�p� O
�i l Y •
a♦
I� z
�7- .�Do�
c> U t- C, o d . 7
Cs S 54 r0__LL�J: � rti -P
rl
@ag,waSz-7a
'-w:
� •S �pWOa Z�SF�
Ln5omz
3
w
Z
Z
N
In
o
o
5
N
Ld
V
V
N
IY
g0
L�
ZLLJ
U
U
a
o
o_
a
a
d
5
5
5
i5
15
i'
cc
n
�
�
O
ci
y�
6
a
COMMISSION NO.
P05123
DESIGNED BY
EJV
DRAWN BY
JMH DAD
CHECKED BY
DAD
ISSUE DATE
9/01/06
SHEET N0.
IOF 17 SHEETS
5�
I7 +' di .1 , 1 i� ti� .r. rJf f -IS-i' 1 ;r. .• r {'�'�,.�I' 1. 1# #fl J irr 1:':.e '-
'" , f �I '1_P ,,1' W , r11 ti} � 11� t t ' �?'I � '���L �) �1�-Ii�i;:1t�: _5 �, �.'.I, ••�
J1.
5 , ,

NIF
PE5570? HOLLAW
DB 442 F15 512
774 L23- I
ZONEV,1-2
156A6qRlaL7U;E
i alL ToklER
0
Rl
LIMITS OFPOSED
DISTURBANCE
(TYP.)
STAR
DRAWING FILE- P05123-base
PLOT SCALE: 1m=30'
5IR
II
I�/
....................................................................................................................................................................................................................................................................
...............................................-..............................
...................................
.................................. .......... .
...... ............... . ... ..... .............. ... . . ............... . ......... ... ....... .
......... .............. . ..................... ........... . ..... ....
......... ...... . . . ................ . ................. .......
............... .... . ... . ... ...
xx, ........ . .................
. .............
°-
.............. ............ ..
.................
............
............. .. .. ...... ..
.............
............. ..
................
..........
..............
..........
..... ...... ..........
................
..................
................
.. . .... .......
.................. - . ................
.................. .... ...... . .. ... ..
.................. .
................... - ...... . ..... . .
...... . .... ....... -
................... .... . ... ... ....... ..
... ... .......... .
MODEL: 35-05
34,928 sq.ft.
4
•
ETAIL SHOP
6,000 sq.ft.
. . . . . . .
. . . . . .
. . . . . . . . . . .
SIM
EgOWN & MUUMUU ON
......
.......
I�
CONTROL
PLAN NOTES:
,g,
I ......
IE ..............
. . .
. . . . .
. . . . . . . . . . .
1. SOIL
EROSION & SLIMENT CONTROL PLAN NOTES;
. . .
. . .
. . . . . . . . . .
AREA TO BE DISTURBED: ± 241,615.69 sq.ft. 5.55c.
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 TEMPORARY VEGETATION SEEDING SPECIFICATIONS
SHALL BE FOLLOWED FOR PLANTING UNTIL THE 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
. . . . .
. . . .
. . . . . . . . . . . .
ON SHEET 17 of 17),
25, 1)"m4at .
. . . . . .
c.)
IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME
i MITr EA�IP
OF CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SILT FENCING SHALL
��-j
DOL 50, 1 Fl&.'A� . .
. . . . .
. .
BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT
I 1 . . . . . I '
. . . . .
. . . ... . . . . .
PROPERTY. SEE SILT FENCE DETAIL ON SHEET 17 of 17.
d.)
SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND
. . . . . . .
. . . . . .
. . . . . . . . . .
REPAIRED AS NECESSARY UNTIL PERMANENT CONTROLS ARE ESTABLISHED.
.
e.)
CONSTRUCTION SCHEDULE:
.
. . . . . . .
. . . . .
. I . . . .
. . . . . . . . .
. . . . . . . . . . .
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2) FLAG AND/OR ROUGH STAKE WORK LIMITS.
.
PROPOSED
. . . . .
. . . . . . . . .
3) HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER, AND
jJMI-rS OF
DISTURBANCE
L
Ek7.9'nl%l&
APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START OF
(T)?.)
— — — --- — — — — —
zv6E oi= PAiwiNg LOT
CONSTRUCTION ACTIVITIES.
4) INSTALL SILT FENCING @ LOCATIONS SHOWN ON PLAN
_ss
5) COMPLETE CLEARING AND GRUBBING PROCEDURES.
EIP CRM9157
6) GRADE SITE ACCORDING TO PLAN / INSTALL STORM WATER BASIN TO GRADE.
eOO455q'H 0.12
I
FR H
7) ALL EROSION & SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY
_=r6 2gj@&L4=
CClMeZ
—
AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADEIMMEDIATELY.
...........
END
8) ONCE SITE IS FULLY STABILIZED; CLEAN STORM SEWER UPSTREAM OF STORMWATER
SILT FEN
BASIN. CLEAN BASIN TO ESTABLISH FINAL GRADE, INSTALL WET BASIN PLANTINGS,
.
(1.176 Ln
STABILZE SIDE SLOPES.
. . . ....... ... . ...............
.. ........
. . ........... .
.............
.... ..........
. ....
9) DO NOT REMOVE INLET PROTECTION FROM BIORETENTION BASIN INLETS UNTIL SITE
. . ... ..... . .
x:
.........
.25,0
IS FULLY STABILIZED AND GRASS FILTER STRIP WITHIN BASIN IS ESTABLISED.
..... ...
......... .........
..........
........ . . ..... .. .
..............
...................
. ................
. ...... ...... ..............
........ .. ...................
...
.. .
.... . .
.....
.......... . .
. .. ...... .....
. ...... .............
2. THERE ARE NO USACOE 404 CLASSIFIED WETLANDS WITHIN THIS PRJECT SITE.
. ............................
. . ...
.....................
. .....................
.....
... .
IN
ALL CHECK DAM
DETAIL SHEET C17)
....... .....
.........
.. ........ ..
..................... ....... .....
...........
......... .
...............
....... ...
......
..... . ...........
...xXxxXxXxxx
. ........................................ ... .. .. ..
............ . ............... ..........
............... .................... ....... ............. . . ................. . . .........
........... .. ......................
................ ................... . . . . ....... ... .
........... %%.".. .. ..............
. .... . . ... .......
INLIET
...... ....... ...........
. ................ .....
.................
.............. .......... .......... .. . . . ...... . . . .... - . ...... ...
... .. ...... .. ... ..... . .. .. . ..... . .. .....1
.. . ... . ..... .
. . . ........ . ..... .. ....
............ ........ .....
. ...... . .. . ....... ... . ... . . .... .... . .....
. .... . ... .....
Pf?oTEc-n
... .......... ...................
.. ........ ............. . . . . . . . ...........
..........
..................... . . . . ........
.................
.... ................ . ... . . . ...... .............. .. . . ....
.................. .... . ............... .. ...
E
..........
................... . .. ... .... . .. ............... . ..... ................. .. . .... ...... . ...
. ............ ....
................ ............... .
.............
. .....I
I
I��.
. . ............. .............
. ............
. ............
............. ...........
..... . .....
I
t
. .. ..........
M
V
4:4 - - - -
a 1. '011
LEGEND
EXISTING ASPHALT PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
0
EX. IRON PIPE
EX. IRON ROD
*5'
SET IRON ROD
0
CALCULATED POINT
EX. PK NAIL
EX. LIGHT POLE
Co->
EX. UTILITY POLE
�
EX. FIRE HYDRANT
EX. WATER VALVE
EXIS11NG STORM PIPE
PROPOSE CURB AND GUTTER
PROPOSED 6- CURB (NO GUTTER)
PROPOSED CURB & SPILL GUTTER
WITH TRANSITIONS
PROPOSED D.I.
30
PROPOSED INLET DEFLECTOR
(a)
PROPOSED STORM MANHOLE
PROPOSED STORM PIPE
�. I
PROPOSED RIP -RAP
V-a
PROPOSED SWALE
PROPOSED FIRE HYDRANT
(3)
PROPOSED SANITARY SEWER MANHOLE
-io- -
EXISTING CONTOUR
—9.0--
PROPOSED CONTOUR
PROPOSED SILT FENCE
T T
PROPOSED INLET PROTECTION
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TRENCH DRIAN INLET PROTECTION
EIR 0.16, -DISTOR49EP SR . . . . .
. . . . . . . .
EIR
LINE FRON 516*36261E 0.11,
C';kWER. . .
. . . .
-
'17
55
2 7a
0
ii
A�& PZ2Q-.E
12
I I
EX- V-1-
60.43'ti
N
120.(W'
............. -
.... .... .....
:7
W,7,
w 4�'fowwzll I
6 A 7E 0.41'
41, --
. . . . . . . . . . - - - - - - -
FANW.
- 7
-
--- -- - - - - - -
§Wue
1-— - -- IWa'
PkqpcsED 12' LONG; 9' WDE- . . 1. 5-- - -- L
W- -RlF-ffXP-APR0R . 01
. . . . . ENTRANCE/EAT 2'-6' ANGULAR STONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PK'CB0B;?j'#E . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . .
6" THICK lmrBz5FcTl0m NOTE.
. . m m . . . & L m . m m . m - m 11 m THE DATA GIVEN ON THESE PLANS IS BELIEVED xlmaxf� . �-
DRIVE TO BE ACCURATE, OUT THE ACCURACY IS NOT
-4\ � 47:3 GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
I 4E� LEVELS, LOCATIONS, TYPES,
LONG 2' WIDE. FOR VERIFYING ALL LE
—610 -UT ------ . . . . . .
AND DIMENSIONS OF THE EXISTING UTIU77ES
STONE
6- THICK (TYP.) HEEK-5VILLE -ROAL? (3F -1152) RIH- PRIOR TO CONSTRUCTION. IF A DISCREPANCY
— FOUND WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
6ROur NOTICE TO PROCEED.
2% AM - 4.461
— — — — — — — --- — — — — — — — — — -- L. — — — — — — —
me P.I. .... . . . . . . . . .. — — — — — — GRAPHIC SCALE
mp --wv, nzAw az mma'4 M f2-k,�Pjj jX pj. 6RATE qa' X, EX J71. 12W-v
IN TMM AtiCaf?WE M&Mr B"AMY I 61247E 125 1w. - 5m, vv MA 7F 7 q0' swm mw "w TO 6ffr. 1w. - &Z' 30 0 15 30 60
V.
IN FEET
I inch = 30 ft.
0
0
Z
01
7'
CL =>
V)
Ln I
04
Lou
00
4-A
tn La
0
CIS
Z u
:3
0 m
0
=
ra
LaZ
Ld
La Z
In
La
L>
c
0
A 1� .
........
0
-j0u)
-0
UjL0
004
100
0
aw V; L.-
(n 0
Jd
UJOL"OeL 5:
MIX:
60 5
CL u
w
5;
12
fe
LLI
z
La
w
V)
Z
0
Ix
O
0
(h
z
0
(L)
5:
La
u
0
ix
m
n
0
u-
w
LLI
M
w
M
Ld
iy-
w
0-
IL
IL
m
0
w
w
Ld
w
w
it
12Lu
1
CIA
Ln
") J
04
L
COMMISSION NO.
P05123
DESIGNED BY
EJV
DRAW BY
- MH/DAD
CHECKED BY
DAD
ISSUE DATE
9/01/06
f SHEET
,--OF 17 SHEETS�
I F--Z- - - I - .- " - ;!�' . '. i,, I , �% , ' I. a � '-, -; i. " , "� -4 � �' � i - �� -, � T- - �' -- -F"'; , -
F, t.
11 -r 0 v It Ir". rp drr. t V. r r "WT 4 140 '..4 1.
7�

ARIES
FOR MASONRY
FRAME AND GRATE / ANCHOR
3/16" DIA.
WALL TIE,_
a 16" CTS.
BRICK LAID W!
1/2" +/- 1/8'
MORTER JOINTS
"A" BARS
0 12" CTS
2
4"
"F" BARS
0 6" CTS
"B" BARS
0 12" CTS
"ID" BARS
® 12" CTS
.4
H
.
• N n
a �-
e c c
"D" BARS
® 12" CTS
VARIES
VARIES
FOR CONCRETE
FRAME AND GRATE ANCHOR
c
2 A
4
"F" BARS
® fi" CTS
2
"B" BARS
® 12" CTS
"A" BARS c
®12"CTS
2 ? , a
C4
"D" BARS
0 12" CTS
VARIES
PLAN
WITH COPING REMOVED
odl�+v nnoi��n
3/16" D
WALL T
0 16" C
BRICK LAID
1 /2"
MORTER JOIP
6'-1- MIN.
VARIES
"D" BARS
0 12" CT_
TRAFFIC BEARING DROP INLET
SECTION X-X
- REFERENCE NCDOT SPECIFICATION DRAWING 840.35
- ALL REINFORCING MEMBERS TO BE #5 REBAR
- GRATE TO HAVE MAXIMUM 1/2" GRATE OPENING
- REQUUIRED WITHIN ALL VEHICULAR TRAVELWAYS AND PARKING
24" SQUARE GRATE
FRAME & GRATE:
EAST
4"x8"x16" IRON WORKSN
SOLID BLOCK 5250 CATCH BASIN
(TYPICAL) INLET GRATE & FRAME BRICK COPING
CONCRETE BASE
SECTION Y-Y
STORM INLET DETAIL
HEIGHT OF BOXES VARY SEE SKEET C3
NC DOT 840.15
DRAWING FILE: P05123--detalls
PLOT SCALE: N.T.S.
IT
ROL STONE
do = PIPE DIA
La = APRON LENG
W = APRON WIDTI
.NQ i ES-.
SEE APPROPRIATE OUTLET DETAIL FOR DIMENSIONS (SHEET C12 k C15)
- A filter blanket or filter fabric should be
installed between the riprap and soil foundation.
RIP —RAP OUTLET DETAIL
N.T.S.
SWALE TO BE SEEDED
IN ACCORDANCE WITH
GENERAL SEEDING
SPECIFICATIONS
N.T.S.
GRAVEL OR COMPACTED
SAND BACKFILL
CLASS A NCDOT
EROSION CONTROL STONE
ESTABLISH NEW DITCH INVERT
CAP TRENCH WITH 6" TOPSOIL
OR STANDARD PAVEMENT SECTION
HDPe CPP PIPE
(CORRUGATED
PERFORATED
PIPE)
EXISTING GRADE
PIPE TO BE LINED WITH'
FILTER FABRIC SLEEVE
TO PREVENT INFILTRATION OF
SEDIMENTS INTO PIPE
HDPe CPP PIPE INSTALLATION DETAIL
N TS
2'-11 3/4'
B —
B
PLAN
FRAME. GRATE, AND HOOD ASSEMBLY
SECTION A —A
11 16' 11 16'
3/4! 3 4"
z-
n
II 6. 6"
3 1 /2"
SECTION K—K
M
3 1 /r
ALIGN FRAME WITH INSIDE WALL SECTION
EDGE OF WALL. TO ALLOW
FOR VERTICAL ADJUSTMENT
SECTION B—B
FRAME PLAN
3'-0 7/8"
z-C 6"
3/4 H T•r�i
HOOD ELEVATION
M
N
1`
2 1/8-
SECTION L—L
SECTION P—P
r
3/4
P LI'
VI I
N IN
2 1/8'
SECTION M—M
1 3/8"
to
SECTION N--N
4"
3/r 'e
N
5 5/B" LO
to
3" RAG, 1/r
co
1 /2' T
_ i 1 3 4•
SECTION R—R
Ln
4--
10
N
CURB &GUTTER FRAME, GRAVE & �I D DD
REQUIRE) WHEREVER STORM INLET IS PLACED IN CURB & GUTTER ..
REF. NCDOT STD. 840.03E
N.T.S.
1/2" H
1 5/8" {�I
5/8'
o
1
2'-3 1 /4"
1'- 1 H
1 15/32" 1'-4 1 /2"
PLAN OF GRATING
CAST IRON
1'-7 5 8 1'-7 5 8 4"
1" DEPRESSION SECTION-GG
2'-3 1 /4"
11 2'
— S-1 3/4"
3'-6"
-SECTION-EE
F
E
2'-6" L
F�
-6' 3'
PLAN OF FRAME
CAST IRON
1 3/16' 2" J 2 1 /8" 2'-1 3/4 2 1 /8"
SECTION-HH 2'-6'
,LLIC� IC 1 F
STANDARD DROP INLET FRAME & GRAPE
N.7.5.
COORDINATE THIS SHEET WITH
FOOD LION PLANS &SPECS.,
THE STRICTEST SHALL GOVERN
CONSTRUCTION.
M
Z
N
Z �
t
Z W
�! Q
.•----lid+
N
�
�
N
U
vv
zw
x=
W
Qa
m
0 �
a
4)
CIS z L
� !
.�
U
Cls 10
M ff
F-
Go 0 =
G D
N i
Emw
LLJZLn
W
z�
W W
m
A
P.11. vet
O
co
U
)CN
'
y •',off •1
''•.'�d�
'•'d.11l. , P .
>w
rrrr,lr�
U0
it
o a
>_
°o•a7d�td"nQ
N y
r
aw U0
O�
�U�o•V0j!i
1A-
�
Lain g �
(� mLa
mi� z�rd p�
�FO� 5
0
Sam
:1 z
>
ii
W L�LI W In
W
O O vi
U U 5
3 U U Ix
W
IY
C
O
IOi 5 Z3
W 1W
Ll. a. IZ
V) 0 Vl
5 5 5
W W W
o n
Cq .-
M N O
z
COMMISSION COMMISSION NO�
P05123
DESIGNED BY
EJV
DRAWN BY
JMH
CHECKED BY
EJV
ISSUE DATE
9A�01 �Q
r SHEET N0,
C9
OF 17 SHEETS
1

3 PIECES REINFORCED RUBBER 1
4" MULCH. DO NOT LEAVE SOIL
ON BURLAP. AFTER ROOT BALL
HAS BEEN SET, REMOVE TWINE
OR WIRE FROM ROOT BALL
SOIL BACKFILL ----
BALLS GREATER THAN 2' DIA.
SHALL SIT ON MOUND OF UN—
DISTURBED SOIL TO PREVENT
SETTLING
(3;
PC
AR
3—
TW
TREE PLANTING DRTA
N.T.S.
MULCH BED
GRASSS STRIP
1...� (ZOYSIA)
25-VAC
(creepin
O 7' O.
DRAWING FILE: P051123—details
PLOT SCALE: N.T.S.
DRAINAGE AREA 8
N.T.S.
DRAINAGE AREA 10
N.T.S.
BIORMIMON AM ,n
..
DRAINAGE AREAS 5,6,7
N.T.S.
20-VACCINIUM CRASSIFODUM
$rroRETEPMON J A Al "
DRAINAGE AREAS :.,34
N.T.S.
COORDINATE THIS SHEET WITH
FOOD LION PLANS &SPECS.,
THE STRICTEST SHALL GOVERN
CONSTRUCTION.
3-VACCINIUM CRASSIFOLIUM
(Creeping blueberry)
O 7' O.C. (I gel. CONTAINER)
.. rl
t-ALLEE
LACEBAF
ELM
6"C.O.
CAP O GRADE
INV. O 7.65'
TRANSITION FROM 1.5' STANDARD
CURB & GUTTER TO 1.5' SPILL CURB
0
zZ
N
�
•
d 7
r`Oi
V
')F
Y
it
�LI
u-t
0
■�
((n La
cd
Z U
•
IA
C.7 Z
N
2 m
E
L' Z
U
LJ
Z�
>
m
� Z
LaJ
o
L
LLI
1L
o � �E
o a tL .>-8 io:
ID a,nau
N p,Ov;L'm0
� o
ni m Opp, S�SZF�
Zr2
go
C1 Mn = q 2G0�
r-
Lo
a LoMcam'
o`r au3
z
z
LLJ
w
S
0
0
o
�n
U
U
5
O
U
U
W
LJ
�
U
U
IX
X
X
a
fL
R
I
0
w
a
w
ol
In
N
w
ELO
LLf.3+L
\
i
\'
r
p O
»
N
*I")INI-IZ
COMMISSION NO.
P05123
DESIGNED BY
EJV
DRAWN BY
JMH
CHECKED BY
EJV
ISSUE DATE
9/01/06
SHEET N0.
cil
OF 17 SHE.ETS
1.�r r� I !' iII - I``Itfry.'r ri I-���� r r ►' 'T _T -i: - '-I ;.r i.- - F`f' !%�^.; `fit t'��1',�I�I� .f jI •� f S'1,rf� (;� f�f 4-��i 1w Yt 1

CURB OPENING
INLET DEFLECTOR
1
GRAVEL TRAP (-
'-
BUILDING BLOCK
(WEB HORIZONTAL)
TEMPORARY GRAVEL FILTER
COARSE AGGREGATE (FACE OF CURB
TO FACE OF CURB)
_CURB INLET DEFLECTOR ISOMETRIC VIEW
FINISHED CURB
INLET TOP BUILDING BLOCK
LAID 1' FROM THROAT
(WEB HORIZONTAL)
TEMPORARY GRAVEL FILTER
COARSE AGGREGATE (FACE OF CURB
TO FACE OF CURB)
CURB DROP INLET ISOMETRIC VIEW
CONCRETE
A
YARD INLET ISOMETRIC VIEW
CONCRETE
EEN OR FILTER FABRIC
RB OPENING
INLET DEFLECTOR
3:1
SLOPE
BLOCK
LAID ON SIDE
(OPENINGS HORIZONTAL)
SECTION A -A
COARSE
AGGREGATE
FINISHED
BUILDING
FINISHED GRADE
BLOCKS ANLET TOP
NOTE:
USE A YARD INLET/DROP INLET TRAP
PRIOR TO SETTING FINISHED TOP.
(SEE DETAIL BELOW)
TEMPORARY TOP COURSES OF
WEBBED BLOCK TO BE LAID ON
SIDE TO PERMIT WATER PASSAGE
WIRE SCREEN
ANC.
RB
RAVEL FIL
CURB INLET ISBM RIC VIEW
SECTION A —A
OVERFLCVV
WIRE SCREEN
2:1
SLOPE
I — DROP INLET
WITH GRATE
GRAVEL TRAP (TYP.)
ALL AROUN
SECTION A —A
om
•
TOP OF STRUCTURE TO
BE TEMPORARILY
COVERED WITH 1 /4"
PLYWOOD OR
EQUIVALENT FOR SAFETY
PURPOSES
FULLY
PARGED BOX
NOTES
1. SEDIMENT SHALL BE REMOVED AND RESTORED TO IT'S ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED TO '/� DESIGN DEPTH OF TRAP.
2. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN EVENT AND REPAIRS
MADE AS NEEDED.
3. THE SEDIMENT TRAP SHALL BE REMOVED AND AREA STABILIZED WHEN THE
REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
4. INLET PROTECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, (LATEST
EDITION) SECTION 6.52.
5, INLET PROTECTION SHALL BE PROVIDED AT ALL DROP INLETS, CURB INLETS
YARD INLETS AND ANY OTHER STORMWATER COLLECTION INLET.
-YARD AND CURB INLET ER O E T.F
PERMANENT VEGETATION
SEEDING DATES: APRIL 1— SEPT 30
SEED MIXTURE APPLICATION RATES/ACRE
BAHIA 50 LBS.
COMMON BERMUDA 50 LBS.
(UNHULLED)
GERMAN MILLETT 15 LBS.
FESCUE 20 LBS.
FERMI IZER
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.
TEMPORARY METAT&I
SEEDING DATES: OCT. 1 — MARCH 31
SEED MIXTURE APPLICATION RATES/ACRE
RYE GRALN 175 LBS.
FFRTIL IZ
10-10--10 0 1000 LB/ACRE
MULQH
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISK WM4 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.
STONE
GRAVEM C4�TSA'RUCZ'ION
ENTRANCVIRMT
N.T.S
H
CHECK DAM DETAIL
N.T_S.
Ill Tro ra�alr
=W�
SYNTHETIC FILTER FABRIC(TYP)
FLOX� - o
CL
Lli
SILT FENCE ,D-F
N.T.S
CLASS A OR B EROSION
G'ON'-A'II CTnktC
BRIC —
COMPACTED FILL TRENCH
{ 4" WIDE x 8" DEEP )
MAX
COORDINATE THIS SHEET WITH
FOOD LION PLANS & SPECS.,
THE STRICTEST SHALL GOVERN
CONSTRUCTION.
� ca
•
� Z
N
Z r
I
Or
Z4 R+.i
N
w
J
IL �
N
tN
N
N
z
c�
yr
�La
a r
�
��
a
Cd
Z U
1�
+�
L)
7
• p.�
cD w
N
LJ Z
N
Z
m
_L
La
o
a
00
-Cc? cn 6,-
Lo
w u� V1cN
y 'von p
°•'�%••'•° d.......
000
NaVN_1�Uia]
W 48 I00'r=
> tl wa oaa5;
136 0=� o�
Ln�o s
3
w
w
O
z
o
to
p
cn
Z
U
U
5
�
Q
O
':I
0
U
F
F-
W
7
0
a
0.
13
w
a..
U
a
w
W
a
W
W
Ix
W
ix
I.
co
COMMISSION No.
P05123
DESIGNED BY
EJV
DRAWN BY
JMH
CHECKED BY
EJV
ISSUE DATE
9/01/96
SHEET NO.
cl
DRAWING FILE: P05123-detclls
PLOT SCALE: N.T.S.
�OF 1 • l SHEETSI' l SHEETS