SW8960321_APPROVED PLANS_19960529 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 9�Q 032N
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
1c1°I\,, 0 52 1)
YYYYMMDD

6" TS & V WITH
I I
I I
I
8" X 6" REDUCER
( I
I I
I
I
�
EXIST. SSMH "A"
RIM - 41.17
INV. = 34.57
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I
II
N
I
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II
qjI
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I)
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II
INSTALL NEW INLET I
I I
rPi I
RE -USE EXIST. HOODED
I
FRAME & GRATE. SET TOP
I I
I I
OF INVERT TO MEET EXIST.
I I
I
CURB & PIPE I
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I
1 I
1
I
i
I I
I
I
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_
ly
T I
REMOVE EXISTING CONC. CURB
I
I I
AND GUTTER & INSTALL NEW i
RIGHT TURN LANE AND
I VI
STREET ENTRANCE I
I '1
8" ABC, 2" TYPE "B" &
I I
2" 1-2
I
IW
I Z
w
O:U
Of 1
RELOCATE EXIST.
rRAGT 15
SIDEWALK
Z
= i a
ALONG PROPERTY
LINE
U O
o!�
30'x5O'x6"
STA. 1+25
i
GRAVEL CONSTRUCTION SDMH No. 11
- NTRANCE
-RIM = 40.06
w z
INV. = 36.00
STA. 4+48
i
SDMH
No. 10
i
0
� R
,
RIM
41.19
R =
230.Od
'i
Id NONMUNIOIPAL
INV. =
34.40
t
T
pd `'
r UTILITY EASEMENT
oo vV)
a oV) d� v�
d�
M�
48"0 RCP
040
LF
8" _DJ_ .P. WATERLINE
ov �ul .- 2a w4"_ o
10" 00.24M 395 IF
---- -
---------.--i.7�J ii (11 l �{
EXIST. INLET
y �
TOP 40.18' STA. 0+75" p
I.E. 37.28' SSMRIM H 39.95
EXIST. INLET INV. - 34.90 r'
TOP 40.86'
I.E. 37.76' HOODED
REMOVE HOODED FRAME &
GRATE AND INSTALL FLAT
FRAME & GRATE
TRAOr A
RELOCATE EXIST. SIDEWALK 1.48 ACRE F �-
ALONG PROPERTY LINE
.
_ .. _ ..
TRAOT G
1 �
00
M
m ,n
STA. 6+Do
1
n 0
SDMH
No. 9
C..
RIM =
40.50
=
44 °19'37„
STA.
4+75
.-
m
INV.
= 34.25
R =
230.Od
SSMH
No. "C"
`r �'
"}�
N
T
RNV
= 3b 86
0
Q2
L =
177.54'
I
CD
?�?
STA. 7+60
N
STA. 9+00
do
SDMH No. 8
SDMH
No. 7
�X
RIM = 40.97
RIM =
40.67
INV. = 34.01
INV. =
33.81
EXIST. DITCH
10' P.V.C. SS
TO BE FILLED
M
..
TRAOT
P
�x�
[/I
0) 0
C.0'
STA. 7+50 -
SSMH No. "D"
RIM = 41.03
INV. = 36.51
TRACT E
TREATED 1x4
i�
w
C.I.& BOX
3n
COVER
x
VARIABLE SLOPE
1.SX MINIMUM
NIPPLE
PER COUNTY
REQUIREMENTS
COMBINATION
MAX. 457
LONG SWEEP
AS REO'D TO REACH
OPTIMUM DEPTH
TYPICAL FAR SIDE
SEWER SERVICE DETAIL
NTS
STA. 12+00
SDMH No. 3
RIM = 40.67
INV. = 34.23
"41CNUNE
ST
A.
12+00
0 =
78.111�„
s
SEE
SHT�PR_2
R =
235.23'
T =
191-12"
L =
' 2nl_O '
S~ C.
y
STA.
11 +80
SSMH
No. 'F"
RIM
= 40.68
8" D.I.P. WATERLINE
STA. 10+50
SDMH No. 2 0) o
RIM = 40.25 c�
INV. = 33.59 -�
o
C.O.
STA. 8+75 SSMH No. or
RIM = 40.90
INV. = 36.79
TRAOT F
INV. = 37.00
n0
5e RCP TO POND
TRAOT 6
TREATED 1
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C.I. BOX -A LIE
& COVER L
COMBINATION ------
MAX 45' SWEEP O
BENDS AS REQ'D
MAIN NIPPLE PER COUNTY r 1 r FT
ANGLE REQUIREMENTS w v
AS REQ'D r Z
w ►--I
TYPICAL NEAR SIDE
SEWER SERVICE DETAIL E
NTS
HORIZONTAL
00 50 25
( IN FEET )
1 inch = 50 ft.
VERTICAL
10 5 2.5 0 5
( IN FEET )
1 inch = 5 ft.
oI X61
oEs- CLS
DRWN. SDM
DATE 1 /31 /96
S E A L
10972
19=
a

FINISH
GRADE
NOTE: SKIDS TO BE PLACED TO PROVIDE PROPER SUPPORT
ALIGNMENT AND GRADE AS SPECIFIED. CONTINUOUS
_ SKIDS MAY BE USED AS ALTERNATIVE. OIL, GREASE,
OR PETROLEUM PRODUCT MAY NOT BE USED AS
LUBRICANT. STEEL CASING PIPE
12' OR LONGER 120'
SEAL END OF TREATED LUMBER CARRIER PIPE
CASING PIPE W/ A
BRICK BULKHEAD
STEEL BANDS 60 5A
PLAN SECTION A -A
IaI:i
DETAIL
5' R VARIES -SEE PLAN FOR ROUTE 5'
PAVEMENT WIDTH & LOCATION
IN R/W VARIES. SEE PLAN -PROFILE
FOR INDIVIDUAL LOCATION.
M STEEL^ENCASEMENT CRUSHED STONE
BASE WATER MAIN
OR
SEWER MAIN
CASING WILL BE INSTALLED AT LINE AND
GRADE SHOWN ON PROFILE FOR EACH
CROSSING. BORING/JACKING TO LINE &
GRADE IS REQUIRED.
L BORING/JACKING DETA
I
a
STA.
12+00
M
SDMH
No. 3
STA.
15+00
fn
RIM =
40.67
SDMH
No. 4
LrJ
INV
= 34.23
RIM
= 40.50
Ld
w
40.5
8• DIP
Wg1L1NE 41.0
ER
INV.
= 35.55
41.0
+ _
3
O 0.44X
cn o0
-0.242c 346
N
6" S
1
LLJ
40.5
C.O.
6' S
Z
GS
40.8
_I
I
GS
41.0 C.O.
2
GS
I
I
STA 15+25
I
SE .1H
No. "G"
TRACT
6
RIM =
40.40
IN','. =
36.16
TRAOT H
STA. 17+00
SDMH No. 5
RIM = 41.22
INV. = 35.85
41.0
40.9
GS
= 37.5f
STA. 20+00
RDM�O"
INV. = 36.30
:::c -_
.0. 46
,�
GS
a^
40.5
GS STA. 18+25
d '
RIM 40.65
R
INV = 35.46
T=4z1
TRAOT i
i
U
entrance to
Furniture Git
(APPROX.
LOCATION)
asphalt parking
t l
7
c�pAB :i
41.3
GS
41.
GS
00
� I
1 vlli kh:."IJ
/, STA. 22+25
V6 SSMH No. "J'
y' RIM =41.16
INV. = 34.50
I
h
/LNEW 8- C
TS&V
EXIST. 8" DIP
WATERLINE
(APPROX.
LOCATION)
NEW TURN LANE
12' WIDE FROM TRAVEL LANE
(NOT CURB LANE) 8" ABC,
2" TYPE "B" & 2" 1-2
60 LF 18" STEEL CASING PIPE
INSTALL BY BORE & JACK
STA. 23+15
EXIST. SSMH "K"
RIM = 41.03
INV. = 34.11
q7l � - f
30'x50'x6"
GRAVEL CONSTRUCTION
ENTRANCE
EXIST. 12" X 8" TEE
WITH 8" VALVE
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EXISTING ---:.- - -- ---= — .=
GRADE 25— o-- — o--- a ._ a c d a �t 25
STATION
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21 +00
22+00
23+00
23+00
100
HORIZONTAL
25 0 50
( IN FEET )
1 inch = 50 ft.
VERTICAL
5
( IN FEET )
i inch = 5 ft.
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IIIIIII (Ililll
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III II
01M.1
Dm. CAS
DRWN. SDM
DATE 1 /31 /96
S E A L
10972
PR-2

11�
SITE II`11
N.T.S.
LOGAT I ON MAP
of-6ER KING
,N',C,WVIA 15ADK EXIST. SSMH "A GYIItJE` SST. 1 j2. wReR urf !J _ - - - A
INV. - 434.57 -
MAET STREET hIC�
i�
- -
-=ARYSEWER
� i w TER
6wr
- o -
`� i Yo156 GP �olb� ' $ 30'x50'x'
-_-- �J„ iIEv? L400 6RAIVEI: noNj
-- /0+75 os ERTFtICE REGIONAL ACCEPTANCE
--- -----, R/'N f 1 39.9ir 8is
STA. 1+25%` t , CORP.
{ " INV. 34.00 _or-
�TR�T A eon SDMH No. I I I
Ia RIM - 40.08 06 I
1 \
R3 EIP---
NEW 5'' JUNCTION BOX 1 I ' 'Z Q� .A I cs
x5B 1 SOIL STOCKPILE AREA 0.8 Ac.
W/- INLET FRAME dt GRATE Iy , s �i i 8" D.I.P. , DO NOT DISTURB TREES I
I .-3GRADE
2.48 �I rail , 40.8 WATER LINE ' R2
4 q( IG5 �-
TEMPORARY STONE CHECK DAM I i e'A ' ING I/ODER {
I N pROP,
&M
REX O." NG I
4$r Rip
two 1
U
F.E.S.
MN.-32.2 4c
6•
CLASS A CONC.
ASPHALT ,�,<
3" R
p p 3 R o
1\ a• •a 7 •• d. as (p r
a'
•
4
FLOW -LINE
CURB SECTION
N -S
�ENG CONSTRUCTION ONLY) a �.°',. ,. i MIC1222R-801 04-A -----
DETAIL
O RIG1M Ir FENCEPT 0 _
lL I I
°�. 40 LF 42 RCP
,N / f� n
1 I 1 1 I6181. 1 �' STA. 4+4�' R1 - YteE '( n� /
I
I RIM -� �1 �
N i i
_ ems- C5 EIP sTA. 4+75 •34� €W€CEPT - - EIP- -�
SSMH No. ' t - - 11ER1�AN G.
` GS•� IP a' . /�( �1'`.Crlt! .yg��' i _- 942'52 IOyO 79'l I
EXIST. DITCH
@ / ) 40.7 T = 93.78'
{ I Ali, ; '° $
csOYo as
No. 9
CLEARING LIMIT 10• y, . r 5 , INV. • 5 ,
�saa 39. 536 uO 2
G9 STA. 7+SJy' , i CS 8• D.I.P. v �J
WATER LINE `L 7� 1
\ i i RI �' 1. 4oa INC.
'. g1441.2 1 ' 3 1, i cs J93T p }I - N &
, 1 0 = 44 d 5NE1 --60.0
SDMH No. 8 R= 230.Od I ZA g rn
RIM - 40.97 T = 93.6`J 5 rn
INV. - 34.01 L = 177.94' C
7
CLEARING LIMIT 10' e¢ 1 1
2.4RCP ' '� IFN.-32.48 3 I 1 A. 9+00 OUTSIDE R.O.W. _ _- entrance to
2Q
f.� 1 139.E N0.17 1 Furniture Gity STA.
I 9s, SSMH8No. -V i ►t INv.
RIM - 40.90 , = 78t
ATLANTIC LAND & IMPROVEMENT GO. ' INV• - 38.79 %GS C \ R = 23523' 1 SILT FENCE ALONG asphalt parking p I Ill EXIST. SSMH OIC
' a3 �� \ �. �TA 10+50 \T = 191.12' PROPERTY LINE
526_151 `• �) �� H No. 2 C = 41.Od G558 E g D.I.P. I, I �l ;RIM 41.03
• 586 WATER LINE a' `INV. - 34.11
�•\ �� ��39.. RIM - 40.25 STA. 20+00
a3 �� F /� r F� INV. - 33.5= srA 2+00 8" D.LP. 4325T a„ SDMH No. 6 _
�s� �� I , RIM - 40.00 - d CZ
R3 01 .6_ mmt o. 3 WATER LINE - - - - "'3
STA. 15+00 - I P I vc
3e.9 ' - RIM 40.87 SDMH No. 4 STA. 17+00 INV_- 3C3Q - - `� . I SERVICE DRIVE ENTRANCE
248 LF 48. O 0.15X cs -,CLVR BRUSH f-+'-ew2Jd14 34.23 - H _ - - no I 1 -
cs------MA6 RINV. - 35.55 � - 41.22
0-48CFS -
280 LF i 1 e-- 30'x5O'xir
_...'�-----rw�r �.95 I': I 1 CONSTRUCTION
s,,• J.e
RCP - �_ - -- do �*y.zth�- I I I ENTRANC
' E r G5 :;•--N w.� Tr} EIIPI 41 II1
R3 INV. OUT - 32.9 �' I 8TA 11+80 ai------pj-- - - k', vs F7t /R� 419 so�
_ f - 3ed I � SSMH Na •r cs -- a - --- c �t y✓STA. ea
RIM - 40.68 ,! s ---------4aa�- -- -- -cs STA. 18+25 SSMH�No25d
I
33.1 x:a s `.., I / INV. - 37.00 I I STA. 1 t25 cs . a
DETENTION POND C9 I I' , } '� I SIRWS - lo. " o = 120�'I6" RIM -N4065 � INV - 3450
I 1 I SSMH
SEE DETAIL SHEET �a�s 3X �� _ _.a° I' �7% > ., �j i I 138.18 I T = 4235 a '`��
r
j 4 t� �� I t I / NO SEWER NORTH GP 7t115 POINT
'I 1 , gyp L
3i2 ' _. 36J - ..-� 32.1I ', 'F't �. /'� I H V'�' 1 - (' SAN ...MN
GS \ CS , 7
.I Rz 1
1 s I I CLEAR BRUSH
39
SILT FENCE ALONG PROPERTY LINE I os'�e. k FILL ONLY
3_J_ 11 13]71 3399.3-'EIP \� -- -
I I
_ DEVELOPED f)Y=
r xuysd� a 1 \-J`-i��'` ° 39.1, i'� '. ! -- -"/ - 6.M. t10GK
379 is--- � /
ov . _. - --- 4117 N. ROXf5ORO ROAD
s� --_- / DURHAM, N.G. 27704
i
cs - de.7 - -- 37.1rs Gs
39.1
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E C E I V E D
MAY 0 21996
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III II
PART OF PEARSALL TRACT
CITY OF WILMINOTON 95281
NEW HANOVER COUNTY NORTH CAROLINA DES. CLS
JUNE 28, 1555 DRWN. SDM
DEED BOOK I I(ol PAGE F? 1O DATE t 31 96
GRAPHIC SCALE \Illllrllll/'''%
100 0 50 100 200 400SI•.� i
S E A LC -
( IN FEET) ; < ., 10972
1 inch = 100 ft.
T$I3
MATEY 47, r qc
pP�t 2 9 +a996
C1

EXIST. DITCH 13V m
5TRecT
µpRKeT
LOCATION MAP
SSMH No. "D"
STA. 7+50
RIM = 41.03
INV. = 36.51
E
SDMH No. 8
STA. 7.60
RIM = 40.97
INV. = 54.01
SSMH No. "E"
STA. 8+75
RIM = 40.90
INV. = 36.79
SDMH No. 7
STA. 9+00
RIM = 40.67
INV. = 33.81
STA. 4+48
SDMH No. 10
RIM a 41.19
INV. • 35.86
SSMH No. "l
STA. 4+75
RIM • 40.90
INV. - 35.86
SDMH No. 9
STA. 6+00
RIM = 40.50
INV. = 34.25
M
40.2
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4- 8
co 1' u-
sos
x J I Lo
ci
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0 o i2CNLOSTER
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58.2 2P:
1
w I CURB INLET # 1 _ CONC, DUMPSTER PAD LOCATION
� TOP 40.8 - 't 20, X 20, X 61, W/ #5 @ 121, D.C. E.W.AK Z
_ INV.36.t6 411 - -
'"3w-1 o !1s 39s LF 42R RCP @ 0.2% 1 4u 0.
J
•'':of
cn
tali•:. ;��.'.. 4b Z Y
125' LF 42s "MAY �' O
F 20'AAK
the `�� TOP 98 E MAN G. 6RYANT W o W Z
1 4 4
. ..
y ``, ..... 185PLIT OAK INV. $7.3 H ���,
R
sos / / TEMPORARY GRAVEL U
i ... .. .... . SBZ 404 .D
/ CONSTRUCTION ENTRANC 418 1050-793 W ® Z
Q (SEE DETAIL) O Q
hV, // / soa !to 2r 20'QpK PROPOSED CLUSTER o r--� U
1 . .. .. LANDSCAPED J 1(n
o / CB # 8 185PLCf OAK ISLAND IIYP) !1A LIrHIN . :': 0° 4011
_® /
30,4 /TOP 40.3 2410AK 4 ..... SBA tea.'.'! TER Lu
i/ INV 38. 0 28%PUT sae
� SDMH No. 2
STA. 10+50
RIM = 40.25
INV. = 33.59
fa"SPL[T
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J CB # 7 \J ..............-.- ...........................SB9.................... ........ ....f?? u nP.... 165YC a --a
2648iE a . Q
r TOuu P 40.3 2aMw CB # 12B 4ta ..
245YC
INV. 37.64 TOP 41.5
415 INV• 39b '' and gutfar t ra I WSTC efFs, fe c 2
sas 4oA :� �x s�lbwC7 U
190 LF 128 I 2 /tic C�nr e.c h�� fv'2" p C
5ta. oar ..
5.ds IY IMNE sa'Hw CAM n:�t v1� T al( r�^o �n r% Susf ,
n
RD 3.Ots 3.5ta CA 1.5ta L I lfivw fir clu s 42ftr1l ex fQ� //////___1�1�1�
GA. A �I �•I 2e + M
r �M RD SBA.... OTlfl� C T. tl 11 Z to O
i 1.7 40.4 ...: 2 TOP 39.9 Q Ld m
CB # 1 2.0 t
:, ' 13 is INV. 37.s SNE�OE 50N,INC _
TOP 39.5 ., 5srniE sanAK N & LAn 7 z n
INV. 37.0 41.8 <. i to is Z.A•
1 2.33 00
g 408 K OAK CLLSTER i �.': D i. H Z
"AK g43-455 � 3OWLIT MR" � � o
All I �3dI,
a WOAK 1 2.17t z�
l0,5 J 220� 4oAt !tb
f °�R>w i
° ..:I
40.6CA 415 aSi z
#OAK 4. 85t
402 410 tx 104- -VOW O O
LANDSCAPED 1�2aoAK �. 5.0t 611 WATER
e 8"CIfRRY ISLAND 117P1 10 NOTES. c/
CB # 6 7a� 495 tea, 4OAK w uj
TOP 40.2 >: 42. 1. GRADES AT DOORWAY LANDINGS ,�,
so.e INV. 36.20 4Jte •10Mw ARE TO BE FINISH Z
. 112Mw FLOOR GRADE AT DOORWAY AND
R= CB 13 12�oAr . ,> 1 2+;set rr Hw
TOP 39.2 418 LOBBY FFE 1 0(I z
S.ot 45,0 ' SLOPE 1% (0.05h FOR 5 FROM DOOR w
INV. 35.96 ?2oIsPLr1 Hw �° I 2. NOTIFY NOCUTS PRIOR TO EXCAVATION
'' 408tes °"K IN OR NEAR R.O.W. FOR UNDERGROUND z
2MAK ` _ 5 41.t3r ., .t UTILITY LOCATION.
o t. + J
N.J r O
'B�" t�': a 3. OWNER TO PROVIDE 201 EASEMENT TO
40A �� : '� :''i.. 4" METER IN VAULT 28'SPur Af? e c 0
. S.or To CITY of WILMINGTON CITY ON ALL WATER LINES ON TRACT z
40b1` I 8% 6 16'PINE a O
?Q. 85t STANDARDS �L ... 1
naaK 4WAUT OAK 0
A t
1.83t
BD ' nroAK
14
.
+15
CURB INLET 2
k'
2.17t
TRANSFORMER LOCATION
coalolNarE wI �u {
rwmt
ree
TOP 38.9
CB # 5
tc 4
wr 4• vu.
INV. 34.28
�® 5X ��
TOP 40.0
� : �
``
ELEC. PANEL
� �w
p E C E I V E D
D
2 90 • 0s
INV. 35.00
�
4233t •:�.
c'=''* 9 a.
MAY 211996
tiQ1
4tO ..
9
2.3
Rn41.7
eo
t
TOP 39.6
O
119'0 1BroaK ...
ys
NE
INV. 36.69
o
PROJ 4 x^ $"moo ''/
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$4'SPI.IT OAK `.
f #
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's
41.5t , 29P
,� uroAK
'041r :
:-: P 41.
s,a. , _ . . AK
sas a1 aosrER INV. 36.55 450 py�' 2 I SITE PLAN
ti 22'OAi: 2t� 28roAK ..
fay 20�OAK 22'OAK ;: `Q'� 430 ,' 00 ore
225PLR OAK 2 404 20lSPLrT HW SJ.� � : , ...... fi. ; .••:..„.. �.:.. �
°�°Irr � . zed 12t4K 1l w 22'OAK TEMPORARY G Jill 1B OAk ... , , _ 0�' U 111 • 30,
• �� av CONSTRUCTION R4N . to ,,, ' ,� ea I - °� RD C.O., �6 8 WATEP, ° NE •
Al •� (SEE DETAIL a� ,yn, io �i I INV39.0
\ - - - �r - - - - - - - - MO.
°� tS' E. GAS SERVICE ili 6p-ri.0.
3pr' �. 1 - - - - _ _ 0� fJ J I BY OTHERS S`s INV. 38,6 40.4
12
!0 ., ,.. --... -�0.5-------- S'3 _ a(BFR CB # 9A I
_ _
38.34txr'sCR o"xTOP 40.0
-4Ta - . 36-0 SS C.O. Iby otheral _-� w �+
i 0 8X 15N �iGR - ° Ito -INY 3L`-- roaK CLUBTL - - - •40s
--------------
-
30" 0.44X 300 LF o r e
EXIS . CURB INLET # 1 -,Jill 111''I
INV. 33.8 , 100 • -0.24X 346 1 sty - �` INV. 35.7 24' ! Q15% 198 Ill _ - �-
sB•7
I
J
SSMH No. "F'
STA. 11+80
RIM = 40.68
INV. = 37.00
!Os '-SDMH No. 3
STA. 12+00
RIM = 40.67
INV. = 34.23
40.5 lW -
H SDMH No. 4 STA. 15+25
40.8 STA, 15+00
RIM = 40.50 RIM = 40.40
INV. = 35.55 INV. = 36.16 41.0
811 TAP d TA PED VALVE BY OTHERS
SDMH No. 5
STA�IrAA
�1 41.22
INV. = 35.85
- 40� P�l
:MPORARY � SSMH No. 'H"
UCTION ENTRANCE STA. 18+25
(SEE DETAIL) RIM = 40.65
405 INV. = 35.46
95284
Des. CLS
DRWN. KI'D
DATE 4inroe
� SEAL
:�•• 70972 ' �
�i
40.8

SITE WORK NOTES:
W
fm
Int+bwT .T/ecNDAw AM$ r ppr 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH Of
° °
20' 15' 6' 24' VARIES 24' 6' 12' 12' 6' 25'f 6' 15' 20' BLOCKING DIMENSIONS FIELD CONSTRUCTION CONDITIONS.
O o oopoo IDA1w 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS r
° ° ° ( PIPE SIZE O © © TO TRAFFIC CONTROL AND CONNECTION 70 EXISTING STREETS. 1n
3. CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS, W W
WKWWIiaS wAxrs RAWaALP SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES, J Z Y
40 n STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION. O N
UP TO 10» 4 -0 2'-6" 3'-0"
JOINT RESTRAINT 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, O a Y
HYDRANT TO 15T FULL JOINT OF PIPE vn n » - n WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. Q 0: 43
3:1 SLOPE TYP. 12 TO 18 6 0" 4 0 5 0" N cn
NORMAL POOL 33.0 ) 40'x5O' 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING N w Z 3
32.5 5:1 SLOPE (TYP.) FORE
» n » BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE Z p O W
mtWwT J/', � 18" TO 24 $ -O" F> -O F) -0 ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. O (n
30 29 0 3 1 ,.SLOPE (TYP.) Fn z
f 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE Of Q
0 0 0 0 ° •+' +A 1:,: �10' _� /REMOVED a APPLICABLELOCALCALTE AND AND STATEPOSED C CODES.
IN ACCORDANCE WITH ALL
BOT. 25.0
T� � \N' 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL �
0 0 0 ° oO M GRADE REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED PW O
__ I o A '� I 101 I L ED SOIL WITH BORROW OPERATIONS. 00 Q �y
wmy$ 20 SCALE: 1" = 10' VER. _ , -Ea : I in BACKFRL
., 8. FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO rr)
✓0/NT RESTRAINT 1" = 20' HOR. --�� � : , I I 0 RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
DETENTION k "" I SQUARE WHEELED ROLLER TO COMPACT THE TOP 8' TO AT LEAST 98% OF MAXIMUM J r l
HYDRANT TO MAIN TEE POND ST I o DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR O v
_ ,O o RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, m
J14-/raxrs - e ' 'rI '""I ", ,; n SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP,
I SECTION - PLUG SM OR SC. FILL MATERIAL SHALL THEN BE PLACED IN LAYERS NOT TOj
DETENTION POND SECTION A -A
Q, w EXCEED Er AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D-698), WITH THE UPPER 12 INCHES OF
GUIDELINES FOR HYDRANT
x I PLAN - BEND 1 8 SUBGRADE BEING COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM rT1
// DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED
NTS �` " ° I O O MIN. THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO r ,
JOINT RESTRAINT I I B AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE w c
N
NTS? �.°„ 'I?,� _ =•�.I +I I S, MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER
w r GRADE SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF
_ „� THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE
_ I UNDISRIRBED SOIL HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT T 1 18' 2p' \``--+i._ J ' ..1 MIN. BACKFiL.L UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED L..�
IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL � I
°s _ �` (' C TIMES. O O
32.D• ��_
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO �I
CONSTRUCT HIS WORK. E T
QJO�G z 20 PLAN -TEE SECTION - BEND & TEE 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF h
a EXISTING UTILITIES DURING CONSTRUCTION. �I
MIN is CONCRETE BLOCKING DETAILS 11 NORRISG WARD"DARY AND & ASSOCIATES P MINAPHIC D PROVIDED BY ON
SURVEY B
.iu•:
4
�° ���� DETENTION PIDND DETAIL 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSffE. 1 Q
� HYDRANT AL = NTS 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
6 IN. 8x8 TES I g AGENCIES AND AUTHORITIES.
r-r
COARSE AGGREGATE 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
1I NCDOT STANDARDS. n� W
1i'VALVE � w� _ 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
I VARIES (10' MAX.)
Ju, M� o
FUTURE TAPS W/ METER - - STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
OFF OF !i - - --- --- - REQUIREMENTS. Q
ASS-�Y NG�" 5' x 5' PRECAST CONC. BASIN > m Cn
W/ KNOCKOUT PANELS i I
TEMPORARYGRAVELLED -� STEEL OR WOOD POST ALL 4 SIDES 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. tz U TM M
CONSTRUCTION ENTRANCE z WIFE FABRIC R 1 17. SEE GEOTECHNICAL REPORT _ N/� _ DATED _____- FOR Z r.. .
rh "- - ADDITIONAL. REQUIREMENTS. -�
^^�7 - -" ,� iR FILTER FABRIC 2 Z -
MIN. 12-1/2 GA. b - O 0) Ol
NTS - "" - / INTERMEDIATE WIRES I PLAN 18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS Of I- �.
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK j�j O CO
1-1 1/?' NDSL NOZZLES r #4 STEEL REBAR (GALV. OR ASPHALT COATED) CONDITION. L^iJl`) Z ? Z
` TACKWELDED AT Or O.C. EACH WAY LAID N O X
4 L(�1' PUA/P£IP CONN£C7D.1N - „ IN TOP OF BASIN 19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR O -/ = Q
FA A� N R UNE - "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS. /I C4 3 D- L�
OF STREET ln\ /J ,
r i I - 5' E30 I.D - 20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
HWR0 ANCHOR FABRIC SKIRT BOX SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III,
HAW 8T TO � � b a I � TOP 37.0
/NN'f BREAK AS DIRECTED BY ENGINEER FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
Sri �r Op I I i7 I I ATTACH SCREEN
A A µ.me •OAS CO�fR _� RENO✓ABLE e! ° 21. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO
I $ I I GAILY. LAG & WEDGE ", s a. V x I �xf s+ 1;,
f 411
R4RRfI 'I' I11 3 II 'I ANCHORS ..� �' ' # TOP WEIR 3E_ .3 HORIZONTAL. L
u I__I y3 `• wETF .•'vNc I
I /2' OPNG. GALV. 22. ALL UISTUI?BED AREAS SHALL BE GRASSED W THIN 30 DAYS OF
_ BURY LAN£ RUSH W/7H 48' DNA. OUTLET ALUMINUM EXPANDED y DISTURBANCE. 0 O I f7MSH GRADE INV. 32.9 METAL SCREEN w WEIR 34.7 ^
NOTES:
';M'• 23. ALL EROSION SHAH BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
01. VAIW BOX � R 1 2.5' I.D. INLET PIPE ; . " � PROJECT IS COMPLETED.
WE ✓ALW ,YAV S12E 6' 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND GROUP IN PLACE o- INLET 33.D
TURN RIGHT TO OPEN SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY 1�''D > BOT. 32.0 24. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFFECTIVE. W
SPACING.
8x6 RED. 25. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR
BxB TEE g' DRAW 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF AS SOON THEREAFTER AS POSSIBLE. Z
36' IN WIDTH. FABRIC SHALL BE FASTENED COMPACTED SUBGRADE OR er
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE CRUSHED STONE 26. CONSTRUCT THE DROP INLETS WITH PROTECTION TO ACT AS A SILT BASIN
<.• ENGINEER. DURING CONSTRUCTION.
SECTION ELEVATION O Z
FUTURE TAPS ONMO 27. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE
3. STEEL POST SHALL BE 5'-Cr IN HEIGHT AND BE OF THE
Ir G�FDR 1-fASSEA/L�Y LLcTA /E P�6• SELF -FASTENER STEEL ANGLE TYPE. NG ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. (j
�I ✓OHVT RE57RAAVT RLIA'i11£D 1. BASIN, FRAME AND GRATE MAY 28. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
1-DUCAW IRON PIPE 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' VARY IN NONESSENTIAL DIMENSIONS. PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-
RELN*W 0YV ALL HYDhW TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
OUT.
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE O Z
_T �A"G7'L 1 1/2' LONG DETENTION BASIN
SECTION A - A FILTER FABRIC HMeV S SAMU K.' OUTLET STRUCTURE 1 ~
J
KENN£DYC(/ARDL4N TEMPORARY SILT FENCE Nrs = r - 60' R.O.W-
ENERGY DISSIPATOR NTS j I S' T 18' 18• 7' 5' j V/
N.T.S. GUIDELINES FOR STANDARD HYDRANT
u w TYPE 'A' 9, a w a O
CURB I 8' CROWN Y ASPHALT 1 V:l'
714 CONCRETE I 8' ABC STONE BASE 1 Y SAND I ��i333 U
VARIES FOR WOODS OR Ir o SIDEWALK � CLAY c I lill
CAST IRON FRAME & PAVED OTHER OTHER AREAS OUT OF CURB GRADE ��IINOTE: BOTH SIDES ARE SYMMETRICAL. 1111111
COVER. TOP TO BE FLUSH TRAFFIC. TOP TO BE AS NOTE PRECAST 4' RISER RING - ASPHALT
WITH STREETS, WALKS OR NOTED ON PLANS. oN STD. M.H. RING & COVER ��` COLCTOR "A"
i. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL MIN WEIGHTS: b SCALE: I 6'
RESIDENTIAL AREAS. MORTAR UNPAVED ROADS PROVIDE 1" PER COURS- FRAME: 208 LBS. � � b I -�_ 1 � b II II I
8' COVER OVER UD AND COVER: 120 LBS. •, •, > r- I BM- 1. USED WHEN COLLECTOR PROVIDES DIRECT ACCESS TO SINGLE FAMILY LOTS
SET LABELED CONCRETE PRECAST M.H. UNITS WITH it OR WHEN ON -STREET PARKING IS OTHERWISE NECESSARY.
MONUMENT NEAREST CONCRETE
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT CAST IN PUCE STEPS 0 12' OC •� 2. CENTERLINE AND PARKING LANE STRIPED.
OMIT. DOT APPROVED 3. FOR CATCH BASIN LAY -OUT SEE 'LOCAL 'A' & 'B CUL-DE-SAC' DETAILS.
,...: MANHOLE FRAME & CDNER 13 B' BRICK WALLS
CONCRETE COLLAR - - 1 II II II I III
3/4' CEMENT PLASTER
N - CONCRETE SPACERS FOR 3/4' CEMENT
E666 ✓/ ADJUSTMENT TO GRADE MORTAR SEAL WIRE SCREEN CONC. BLOCK
CURB INLET
�! MH STEP
w z „ 0 1r o.c. \k OUTLET -
o ! REINFORCING I 0� M.H. STEPS 0 1'-O" '-0" .
Fig PRECAST ECCENTRIC TOP I 1'-O' OC " b 95281
K 1 SECTION A -A SECTION B-B--------------------
41i DIAMETER STD. I PRE -CASE MANHOLE
b i SECTIONS k,b w I�• CLS
F 1 MANHOLE IN ACCORDANCE I- 5 MIN. WALL THICKNESS 5'-llf MIN.
WITH ASTM C 478 1 FOR 4 DK. BARREL ? CONC. M.H. GRAVEL FILTER
fi MIN. WALL THICKNESS , BLOCK 5'-�
WIRE SCREEN CONC. BLOCK DRAM. ELW/OMB
I ------------------ j FOR 5° DIA BARREL '` 1' MANHO DIAMETER 3/4' 4'-p GRAVEL FILTER
HAIL 1'-
1 B
5' TYP. I BRUMASTIC JOINT SEALANT 1 LARGES THAN
THE 8" _ ASPHALT DATE
GROUTED INSIDE w O5/21 /96
CURB &GUTTER WIRE SCREEN
Yt I AND OUT WITH APPROVED I FORM OW CHANNEL - - - - - - - FILTERED WATER N711I I I/IU
J } " NON -SHRINKING GROUT 1' PER I
1 FOOT I' o b b OVERFLOW- "FILTERED WATER RUNOFF R OVERFLOW\\`\V�Y�;CAR
���i,
1 •I rc IZzz RUNOFF WATER c`
w SEDIMENT--
PIPE . I o_ e _� . ,� A I CASTING ) 1 b NOTE: / - I -I „� -� . - �TL•,.ESS//�i %'
I DIAMETER i I MINIMUM 8' STONE b0°- ' • ♦^A b - 1. C DEEP x 6' WIDE CONCRETE COPING SEDIMEHIf J SEAL -
�"oco"o"o"o" 77T'"TTTTT��� -- 1 ALL AROUND BASIN CASTING SEDIMENT DROP INLET w/ORATE JJJJ II `' 10972 7`
,00000 1 00000c BEDDING FOUNDATION - _ - - -- - a i•f 4 2. ALL CONCRETE TO BE CLASS "K r
1: I. oc I WIRE SCREEN CURB INLET
to a° •_J_JS _+emu � _�'_-_.,-_�_1_- oc I I r 3. CASTING SHALL BE DEWEY BROS. �
° --'- - - o°� ?LAN I I NO. ce-SO-1 2x4 WD STUD �, •�'•OcIwe
o ° ° ° ° ° o ° ° ° o ° ° ° ° ° 000c , \.
3'-3' MIN. 3'-1 3 4" MIN. I i
SPECIFIC APPLICATION SPECIFIC APPLICATION 1111111 0' A
RUBBER GASKETL - (,• �/
IT MIN. H R - - - - - - - - - THIS MET140D OF INLET PROTECTION IS THIS METHOD OF INLET PROTECTION IS
6' EXTENDED UP MONOUTHICALLY CAST B f-2-39 6
BASE SECTION (EXTENDED BASE NOT APPLICABLEWHERE OVERFLOW
AT CURB INLETS AN
REQUIRED FOR MANHOLES < 8' DEEP) SECTION EXPECTED AND WHERE AN OVERFLOW OVERFLOW CAPABILITY IS NEC I TT, E � V E D
PLAN CAPACITY IS NECESSARY i0 PREVENT PREVENT EXCESS PONDING I D
STORM DRAIN MANHOLE DETAIL CATCH BASIN DETAILS EXCESSIVE PONDING AROUND STRUCTURE OF STRUCTURE MAY 2 81996 48"� STANDARD MANHOLE
NTS NTS NTS EROSION CONTROL AROUND INLETS D 1
NTS D E M
PROJ #

--------------- CINEMA -DRIVE c6o'_ PUBLIC R/W)
----------- - - - - - -
----------- -
-------
-------------
_ _ ---
---------------- - - -
--------- -----
® a� ®max ara imm
E S.S. MANHO _ �° "� � _ _ ___
-----------
-� s.a wre�w.aaa
CONSTRUCT OVER E S.D. MANHOLE
EXISTING 6' SERVICE TOP: 41.00
TOP: 41.1------- - - - - -_� __-_------INV_ 37.55 I EXISTING CROP INLET
INV: BASED ON _ INV 37.4e IVERiFYI
---- - -__ -- ---SD_--------- I
---I-------------------ELEV. OF EXIST. D - --
_ _ 40 5 TP - -- _- I - - - WCONNECT ITH SHORT O CT SECTION OF 12' DIA RCP
_ -
��-® --- -- _-_
x- ------
------------ - ... - - H TC
'� E
FH _ 12" CURB TAPER W - ?� ! TOP: MATC
' - - - ---- BOTH sIDEs _ _ • �• '` SD _ � INV: 37.41
3,0P 4 RCP. 70 LF e o 20x
-r- ,
/ � � REMOVE EXISTING - - -" ) L9 ''--- - _ _ -
3/4' WATER SERVICE: CLEAN -OUT: PROVIDE - .85 TP --
PROVIDE MINIMUM STUB -OUT FROM NEW 40.8 TP - _ - - - � CO
36' COVER AND METALLIC MANHOLE FOR 40. TP --- -
MARKING TAPE ALONG FUTURE SERVICE 5.50" ` s �� 40.6 TP PERIMETER
ENTIRE ROUTE TO METER TO LOT H A- SEWER Tp � � } LANDSCAPING STIR
S){RVICE IMAM ySTD. CITY OF W1LM
/ CATCH BASIN - 2 . e INGTON SIDEWALK
TOP: 40.20 IA�� B,
INV: 37.70 N
C
----- - ----- --�� r -- ---- -- --- --L--- - ---- -----------
i' A^; Tr
5 PERIMETER LANDSCAPING STRIP
TRACT "H"
1.00 ACRES
UNDER COMMON OWNERSHIP
END PERIMETER --
LANDSCAPING STRIP
GRADING AND DRAINAGE PLAN
40 20 0 20 40
[!Lid
L22J
gO-Tv V j-
118'
C I�
I
0.6
I
I
N
I I �
I
w
I e
Ln
Z I 14L35 TP
M 0 CURB TAPER
M
w
Q
CL
Ln
CATCH BASIN - I
Y ! l TOP: 40.5
o INV: 38.03
m
Q GRAVEL OVERFLOW I
< AREA I
I
Ll
kid
STRIP
HC SIGN
FINISHED
FLOOR
ELEVATION:
42.00
0.82 ACRES
BUILDING
SETBACK LM
6-INCH ROOF DRAWS
MINIMUM SLOPE I/B'/LF
L PLANTING PLAN TO BE APPROVED. AS TO SPECIES AND LOCATION.
PRIOR TO INSTALLATION.
2. TREE PRESERVATION: FIFTEEN (15) TREES PER ACRE ARE REQUIRED
ON THE DEVELOPED PORTION OF THE PROPERTY. THESE TREES ARE
TO BE 2-NCH CALIPER OR LARGER.
3. STREET YARD MINIMUM REQUIREMENTS: FOR EVERY FIFTY (50) LINEAR
FEET. ONE 0) TREE EIGHT (8) FEET IN HEIGHT OR THREE (3) FLOWERING
TREES FIVE (5) FEET N HEIGHT PLUS SIX (6) SHRUBS 18-NCH MINIMUM AT
PLANTING.
4. PARKING FACILITY WITHIN FIFTY (50) FEET OF RIGHT-OF-WAY: ONE
(O ROW LOW BUFFER CONSISTING OF EVERGREEN SHRUBS, MINIMUM
EIGHTEEN (18) INCHES AT PLANTING. NOT TO EXCEED THIRTY-SIX (36) INCHES.
5. PARKING LANDSCAPING: PROVIDE 5' LANDSCAPNG STRIP AROUND
ENTIRE PARKING AREA AND OTHER AREAS DESIGNATED. FOR EVERY
50 LF OR FRACTION THEREOF. THE STRIP SHALL CONTAIN ONE (0
CANOPY TREE OF AT LEAST 2' CALIPER OR THREE FLOWERING TREES
AT LEAST 5' IN HEIGHT. AND A CONTINUOUS ROW (AT LEAST SIX) OF
EVERGREEN SHRUBS AT LEAST 18- N HEIGHT. WHERE A PERIMETER
LANDSCAPING STRIP OVERLAPS A STREET YARD. THE MORE STRINGENT
REQUIREMENTS SHALL APPLY. ALL LANDSCAPING SHALL BE PROTECTED
FROM VEHICULAR TRAFFIC VIA CURBING.
6. VISION CLEARANCE: NO PLANT MATERIAL OVER THIRTY (30) INCHES
SHALL BE PERMITTED WITHIN THESE AREAS.
7. IF OVERHEAD UTILITIES EXIST WITHIN FRONT YARD AREA. PROVIDE LOW
GROWTH TREE VARIETY OE CREPE MYRTLES).
I I
40 S T R•13 74 69 •85 " -_"
WES1
"------=====--41----------- ------------
-----------=-------==-= "----:_:________--------------------------------------------------------
­40 -------------_-_____
_- ------ ------ - ---
---40------- -- _= '-----__------ ---- - -
----------------------------------- ---
--- -
----------38 ___-' LEGEND -
__------" �- 0 IRON PIPES SET AT ALL CORNERS SURVEY REFERENCE:
C7 CONCRETE MONUMENT MAP BOOK 35 PAGE 333
----------
_ - E.I.P. EXISTING IRON PPE TRACT L .50 ACRES
f-6'
EXCAVATION NOTICE:
PRIOR TO EXCAVATION. THE CONTRACTOR SHALL PROVIDE
PROPER NOTICE TO THE FOLLOWING UTILITY COMPANIES IN
CONFORMANCE WITH THE -UNDERGROUND DAMAGE PREVENTION
ACT'. LATEST REVISION.
POWER CAROLINA POWER AND LIGHT (CPSL)
TELEPHONE: SOUTHERN BELL
GAS:
CABLE TV: TIME WARNER CABLE (VISION CABLE)
WATER CITY OF WILMINGTON
SEWER CITY OF WILMINGTON
OTHER-
EZAsr MAyaE -,TCTnv
x rN C 4?8
rr rr.
s.; r i-
I
I
AL77E aAB-rYFE 72P MAY �E [QED F AH9?OPW BY CITY.
��� PRECAST MANHOLE DETAIL
CONIC. COUURS. SIDEWALK. 4' TH<. IE SURFACE
E
1/4'/LF
�- COMPACTED SUBGRADE .'.
*4 CONT.
6- BASE
COURSE
NOTE:PAVMENT THICKNESSES SHOWN ARE MNMUMS. ACTUAL
THICKNESS TO BE BASED ON SOL REPORT RECOMMENDATIONS.
n INTEGRAL WALK & CURB DETAIL
NOT TO SCALE
MVA7E DKE
.51"NX .MM'ALK
B
� E.19AA6ICW.pMI,VT.-��
9AZA D%f1Nr I KAZA
AXT &2'
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STANDARD DRIVEWAY DETAIL
FRAME AND GRATE
BASK
GRATE MAUYEVA/RY
NONESSENTIAL or
RRAM AND GRATE
zxr
Vac BLOOD omu
OR PRECAST BOX
OUTFLOW PPE
In
0
SECTION S9GRAOE OR s
CFU%fD STONE.
CATCH BASIN DETAIL
D NOT TO SCALE
i.M
01
3/w STEEL
CABLE
EXTRUDED CURB DETAIL
GENERAL NOTES:
L ALL CONSTRUCTION SHALL BE N ACCORDANCE WITH CITY OF
WILMINGTON. COUNTY. AND STATE REQUIREMENTS.
2. ALL WORK WITHIN RIGHT-OF-WAY SHALL BE N ACCORDANCE WITH
NCDOT AND CITY OF WILMINGTON CONSTRUCTION STANDARDS.
3. SURVEY INFORMATION FURNISHED BY MICHAEL UNDERWOOD AND
ASSOCIATES. ELEVATIONS BASED ON MEAN SEA LEVEL.
4. ALL MEASUREMENTS TAKEN AT 90 DEGREES UNLESS OTHERWISE
NOTED: ALL DIMENSIONS TO FACE OF CURB OR BUILDING UNLESS
OTHERWISE NOTED.
5. ALL BUILT -UPON AREAS INCLUDING GRAVEL AREAS, PARKING LOT.
BULDNG AND SIDEWALKS SHALL DRAIN INTO THE PROPOSED COLLEC-
TION SYSTEM ROOF TO HAVE DRAINS TO DISCHARGE THE FLOW INTO
COLLECTION SYSTEM VIA PIPING.
6. PARKING REQUIREMENT: CONTRACTORS. SPECIAL TRADES WITH NO
OPEN STORAGE OF MATERIALS. PARKING GROUP 5': I SPACE PER 600 SF
OF GROSS AREA - 3600 SF/ 600 - 6 SPACES. AMOUNT SHOWN: 8 SPACES
7. PROJECT IS SERVED BY A DEM APPROVED STORMWATER POND: DEM
PERMIT NO.: SW8 960321 DATED MAY 29. 1996 FOR HOCK SUBDIVISION.
GRADING AND DRAINAGE PLAN - TRACT L
ALL IN ONE SERVICES, INC
WILMINGTON TOWNSHIP NEW HANOVER COUNTY
WILMINGTON, NORTH CAROLINA
KLEIN ENGNEERNG AND ASSOCIATES
322 SOUTH 4TH STREET
WILMINGTON. NC 28401
[phone]
FOR: ALL IN ONE SERVICES. INC
7225 MARKET STREET
WILMINGTON. NC
[phone]
SFCET NO.
OF ---