SW7960803_APPROVED PLANS_20071026 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
a-k71OA(e
YYYYMMDD

CLEAN OUT EXISTING FOREBAY AREA
PERIMETER.
4b
/
D
26.0'
/ 27.
2 7 27.0'
26.3 26.8'
26.9
26.8'
27.1' 27.3'
0oop000 27 '
0 0 o u o o. EXISTING BILIZED
--, 00, GRASS SWA EST `
I � o _ m / 27.1'
Ji I or 0 II N `
27.3'
J \ .9'
- 26.; ' -
�3J Qj 3 7.'
2 EACH OUTLET DEVICES
30" RISER
24" BARREL
1 RELEASE FOR PERMITSI JKA 1 7/1/96
2 COMMENTS JKA 8/1/96
3 POND AS-BUILTS JCA 10/24/07
DESCRIPTI❑N BY DATE
27
26.1'
Revisions
26.1' 1
-I`IV IL IIVJI/1LL a rv�,
b UNDER WALK AT /'2 ��� 7 6+ 5j i
-6 to b O FLOW LINE OF gLDG 7 FIFE
(TYP AT ALL — 2 5
SWALE. FFE = 27.6' — —
T CROSSINGS) — --L—
BLDG 4 --- - ----\\=25-----
�' B _DG 3 FIFE= 27.6�---- _ _—_- _-- — _------- _ -----—------ — -----
FF- = 27.6 -----_---_—__ --` ---- ___------_ __-----------=
24.2'
25.5'
25.05 NOTE: SEE SHEET C9 FOR ADDITIONAL
EROSIN CONTROL REQUIREMENT
NOTE: POND SOUNDING DEP I-HS ARE 6.0' - 6.5'.
GRAPHIC SCALE
P
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( IN FEET )
1 inch = 30 ft.
9604lC6.DWG

INCOMING DRAINAGE SWALE
TEMPORARY POOL ELEV. - 22.74'
1 EXISTING STORMWATER DETENTION POND CROSS SECTION
C9 C9 NOT TO SCALE
METAL STRAPS -
ANCHORED IN
CONCRETE 4' O.C.
PROVIDE 3-5' DIAMETER ALUMINUM
ANTI -SEEP COLLARS CONTINUOUSLY
MOM TO BARREL
CORRUGATED PIPE
24• DIAMETER
LENGTH AS INDICAT
INv I . AIY
30•
6,0' - 6,5' SOUNDING DEPTH
VS' 4' PERMITTED DEPTH
TRASH DEFLECTOR 1 ? CIA.
ALUMINUM BARS O
EA04WAY
CREST
24.30
l 2.5' LENGTH VMR AT ELEV. - 22.74'
PROVIDE 10• THICK X 3' MADE
CONCRETE ANCHORAGE FOR PIPE FOR 15 LF PROVIDE FIRM AND STABLE
PROVIDE STRAP ANCHORAGE AT V O.C. SUPPORTING AREA FOR RISER
AND CONCRETE ANCHORAGE
NOTE: PROVIDE TRASH SCREENS
AT ALL ORFICES,
I 1 DETENTION POND OUTLET DEVICE (2 EACH)
C9 C9 NOT TO SCALE
r 1 EACH 2' CIA ORIFICE O ELEV. - 21.8'
STABILIZED GRASS
1 �l
3 EXISTING GRASS UNED DRAINAGE SWALE
C9 C9 NOT TO SCALE
EXISTING GRASS STABILIZED
SWALE, 3:1 SIDE SLOPES -
FOREBAY AREA
EXISTING PIPE-
2-1
FI FV =
24.5
24.2'
Y7.8'v DEBRIS DEFLECTION SCREEN
COMPLETELY ENCIRCLES ORIFICE
ABOVE THE PERMANENT POOL ELEVATION.
INV. PIPE - 20.8'
ANCHOR 30' CIA RISER IN
5 X 5 X 1.5' CONCRETE SLAB.
PLACE CONCRETE INSIDE OF RISER TO
AN ELEVATION OF 5.0'. PROVIDE MINIMUM
RISER CONCRETE EMBEDMENT OF 1.S.
/ C
24.2'
170
(A•
\A 59 r
61
66
24.1'
23.9'
2a.o' L
24.0
- _
1
I 23.9 27.5'
(3 N 27.1
/ �6 s
7.1' 27.0'
D 27.2
27.1 27.0'
nn. 27.0'
/ \27.3'
'•� 6
27.627.3''
L22
INV OUT = 22.0
POND OUTLET DEVICES
TOPOGRAPHIC AND BOUNDARY SURVEY BY:
LARRY J. PRIEST, SR. R.L.S. L-3735
337 STEAMSHIP LANE, NEWPORT, N.C. 28570
1-919-504-3882--FAX: [phone]
FE . 27.6'
26.5'
27.7' 27.6
27.6
I(
27.3' I 127.3' _
EXISTING RA
AL1 SI E SLOPES �-
27.3'E, 3.-2
27.3' 27.1'26. i
27.1' I
�27.3 27.0 26. 26-V27.1' 26.8' I F27
-
8'
27.0' ~ i
27. i
^ 1 i
2\27.3 27.2' tJ
F, 27S ((11V ry43 � 25.W
27.4' 0vg
27.1'-
27,0'
II
i
27.3'
26.7' ' 26.V
26.1I
25.2'
BLDG
27.6'
EXISTING GRASS STABILIZED
SWALE, 3:1 SIDE SLOPES
"
TD
Y
II
I
POND AS-BUILTS I JCA 110/24/07
NO. I DESCRIPTI❑N IBY DATE
Revisions
GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft.
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9604lC9.DWG

CLEAN OUT EXISTING FOREBAY AREA
PERIMETER.
EXISTING
GRASS S
2 EACH OUTLET DEVICES
30" RISER
24" BARREL
1 RELEASE FOR PERMITS1 JKA 1 7/1/96
2 COMMENTS JKA 8/1/96
3 POND AS-BUILTS JCA 10/24/07
DESCRIPTION BY DATE
27
� 26.0'
Revisions
25,71 i
ALL FFIFEi '�
TYP AT 5
�� LDG 4 CROSSINGS) — —___ ----- 25=----- —_
F B — 27.6' ----- ___ - ---- —--- —
B'-=-
2 -----
FFE._------- __-----_-------- —----_--------_--------
r
5 5'
__ — ---- _Ilk
_-- NOTE: SEE SHEET C9 FOR ADDITIONAL
ROSIN CONTROL REQUIREMENT
.k
ro
rt; LL 3 c> ,c)7
FPn,,cray ??9o803
GRAPHIC SCALE
NOTE: POND SOUNDING DEPTHS ARE 6.0' - 6.5'. 30 0 15 30 60 120
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( IN FEET )
1 inch = 30 ft.
9604lC6.DWG

I I POND AS -GUILTS I JCA 110/24/07
INCOMING DRAINAGE SWALE
TEMPORARY POOL ELEV. - 22.74'
PFRN AMrMT PON FI FV - 91-R'
1
4
EXISTING STORMWATER DETENTION POND CROSS SECTION
C9 C9 NOT TO SCALE
METAL STRAPS _
ANCHOREDIN
CONCRETE 4' O.C.
PROVIDE 3-5' DIAMETER ALUMINUM
ANTI -SEEP COLLARS CONTINUOUSLY
MELDED TO BARREL
6.0' - 6.5' SOUNDING DEPTH
VS. 4' PERMITTED DEPTH
CREST
2.5' LENGTH VIER AT ELEV. - 22.74'
1 EACH 2' DIA. ORIFICE 0 ELEV. - 21.8'
D
PERMPOOL DEBRIS DEFLECTION SCREEN
ELEV. - 21.B' V COMPLETELY ENCIRCLES ORIFICE
ABOVE THE PERMANENT POOL ELEVATION.
.8' INV. PIPE - 20
ANCHOR W qA RISER IN
5 X 5 X 1.5' CONCRETE SLAB.
PLACE CONCRETE INSIDE OF RISER TO
AN ELEVATION OF 5.0'. PROVIDE MINIMUM
PROVIDE 10" THICK X 3' MADE / RISER CONCRETE EMBEDMENT OF 1.3'.
CONCRETE ANCHORAGE FOR PIPE FOR 15 LF PROVIDE FIRM AND STABLE
PROVIDE STRAP ANCHORAGE AT 4' O.C. SUPPORTING AREA FOR RISER
AND CONCRETE ANCHORAGE.
NOTE: PROVIDEALL TRASH SCREENS
�\ AT ORFJ
/ 2 \ DETENTION POND OUTLET DEVICE (2 EACH)
30' OORRU(
I PPE
IL
C9 C9 NOT TO SCALE
O
22.3 INV o
rn
Iz�7
07 1 1
5
0
STABILIZED GRASS / ;,_ I i .
i' 4
i l / z4.28.1'
2' I -
3 /
59
R�
°o
3 EXISTING GRASS LINED DRAINAGE SWALE 6
C9 C9 NOT TO SCALE
24.1' I /'i
EXIS LNG GRAS STABLE ED
® SWAL 3:1 SID SLOPES
4
21
© lljl l I
;Ir
26
� LL
`
'2§
EXISTING GRASS STABILIZED
SWALE, 3:1 SIDE SLOPES -
FOREBAY
/ 24.5
27.,
EXISTING PIPE
POND /,
/PFRM PCNII FI FV 91.
27
Al
If -- -
%
INV OUT = 22.0
POND C
TOPOGRAPHIC AND BOUNDARY SURVEY BY:
LARRY J. PRIEST, SR. R.L.S. L-3735
337 STEAMSHIP LANE, NEWPORT, N.C. 28570
24.2'
iy/
`
24.0'24.05
\` \
II
23.9
27.5' - ---
2 4.0'
24.1'
�
EXISTING RA
zzs'
ALE, 3:1 SI E SLOPES
�
i'
I
26.5'
27.3' 27.1' 26.
I
�\
7.0 25.8'
27.1'
Il 28.2'
\ \�
26. 27.3'�.
/
/ ry
27.1
27.3
26. 26.3'
27.0 27.1' 26.8'
i 2 8 0
r---2&\, �.
i 27.0•
7.1'
" D
27.27.0'1
27.
1
7.1 2.27.0'27.
27.2
It
�'
27.3
27.2' Q
27.1
27.0
7.3
27.3' ry0
25.6
27.0'
26.8'
2 .
26.9'
2
VV 28.8'
27.3
27.1'
i
27.5'
27.7 27.6
S a
27.1'
t
IV
27.3'
27.5'
N
J IV
26.9'
28.8'
`
6.3'
27.3' 27.3'
26.9'
�
o
BLDG 3
FFE . 27-C
_
DEVICES
27.4' 0 ®
27.2' ,
CD
27.0'
,II
/
m '
27.0' 15: 4 2
,
" 26.9' 2
1.3
'
.28X
26.7' 26.2' -----
28.7
N
© 27.7
I
® I
I
7
I �
I 1
© � I
I L,�
i
® I II
y/ /
24.9 IN I 2.0 INV
31 2¢•6' O
© II
---------
-1\
f� E -2z6' --- - -------- -- _- --z5_7a = - _- T
--
BLDG4--------------------------------------------- ------
27.6'---------_--------_-------------------------- - -22.S 3.0 "ININ-V
__-?____ _-----
1----- 25.5'- -------------
L-
--
EXISTING GRASS STABILIZED
SWALE, 3:1 SIDE SLOPES
IN
127
)8
28
23.
25.6'
v
23.5
/
1
I
E
NO. I DESCRIPTIEN IBY DATE
Revisions
GRAPHIC SCALE
( IN FEET )
1 inch = 80 1t,
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96041C9.DWG

gDi�„IOV ;,r LAND ClQl�,EATII\\
CADEM_\� GREEN SU]"nIVISI"N A PLANNED UNIT
DRAWING INDEX
M E -7
1)E V E L 0 P
-:�'N T
UNIT DEVE_ h
1
C ELVER SHEET
�2
/ERAL' B:)UNADRY 8c SITE
�7
FEEL I�✓1INAFY PLAT PHASE
-�ELIMINAF:Y PEAT PHASE
L/L,YO _' T PHASE III
i
--E DEVEI _
!-I SENT PHASE
- RIZONIT" R':)AD ALIGNME'
'T
C
_ ERAL_ '1J,"'JER & SEWER
C��
� �:%'ERALI_ I E GRADING
C10
CLAN & PR -.FILE TOMLINSO�
BOULEVLRD
C11
LAN & P"FILE NATHAN T
DALE LA�'�E
C'1'�
= a�, -,�I E MOSES G
-FIN ! ANL
T Al L
C14
�,✓ING, l_-H--DING DETTILS
C15
w,'ATER & SLWER DETAILS
SITE
c\
VICK ' Y MA
i V00 i
NOT TO SCALE
KuLr4,< ,-r poem 5 Tt7V q"
2 �o•f,a_r.Ts. 5k� 1'!I y,1
I
NO. DESCPIPTI❑N B) 7, TE
Revisions
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Dye
INKa cry
APPROVED /
MOMONIU RONMOtMENTAI
mm�!MANAGEMENT
la ?7
lt�So Se �
aZ A VZ,/,
EA
15738 i
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9G041C1.DAVG

4
4
I
4
4
BOUNDARY INFORMATION
ATOB
LINE
DIRECTION
DISTANCE
L1
N06'58'59"W
236.55'
L2
N34'52'25"E
53.81'
L3
S51-1O'06"W
49.89'
L4
S10'07'45"W
37.34'
L5
N47-59'38"E
45.37'
L6
N28-18'34"E
43.75'
L7
N25'04'40"E
31,65'
L8
N21'03'46"E
31.00'
L9
S21'03'46"W
24.07'
L10
N55'22'05"E
38.01'
L11
S38'17'35"W
53.59'
L12
S37'51'03"W
52.24'
L13
S49'32'42"W
64.00'
L14
53817'20'W
66,00'
L15
S33'33'11"W
22.18'
L16
N33'33'11"E
122.51'
L17
N59'11'46"E
74.72'
L18
S70'49'05"W
13.23'
L19
N70'46'35'W
17.55'
L20
S19'13'25"W
19.12'
L21
N30'46'24"E
47.77'
L22
S63'41'56"W
26,87'
L23
SE4'23'27"E
61.49'
L24
S86'43'42"E
38.57'
L25
S82'56'39"W
55.60'
TOPOGRAPHIC AND BOUNDARY SURVEY BY:
TARRY J. PRIEST,SR.R.L.S. L-3735
337 STEAMSHIP LANE, NEWPORT, N.C. 28570
1-919-504-3882-FAX: [phone]
BOUNDARY INFORMATION
A TO B
LINE
DIRECTION
DISTANCE
L26
S75'25'19"W
69.72'
L27
N70'18'38"E
73.34'
L28
S61'37'53"W
39.54'
L29
S54'09'52"W
93.60'
L30
S53'47'53"W
92.54'
L31
S53'30'30"W
99.63'
L32
N54'41'39"E
25.40'
L33
S14'15'09"W 1
48.06'
L34
N80'57'08"W
17.37'
L35
N09'02'521
1085.71'
L36
N00'16'00"E
62.61'
L37
S87'26'54"W
162.64'
L38
S86'48'32"W
96.00'
L39
N86'48'321
197.96'
L40
S84'16'49"W
83.50'
L41
S85'08'11"W
'', 103.05'
L42
S85'22'07"W
101.38'
L43
S84'27'19"W
100.28'
L44
N83'44'441
100.60'
L45
N83'01'01"E
42.53'
L46
S83'30'00"E
1 500.98'
L47
N74'00'00"W 32.70'
L48
N7400'00"W
38.28'
L49
N68'30'00"W
73.90'
L50
N00'30'00"E
1 268.62'
N/F MARVIN RAINES
ZONED R-6
L44
54 53 51
(79
Q
v
�c��
5 59
( )
© (4j 45 46
4 E T �/
(34
COYMC AFLA
I i
n �
L4E _---_-
- OFFICE/STORAGE _C;>
1,
O
L42
I C
C
a -
m� -
J EC-T ON 11
L40
117
13
IN
RICK WEBB
ZONED C-3
4/
0t`
5�
® 19
V11 18
I 1FcL sc Pe PR,„,T5 TTKk Ii q[
Z cwmu✓T5 -1 KA 0 o I b/
N0, DESCRIPTION BY DATE
Revisions
PROJECT SL7VD4ARY
PROJECT DATA
OWNER: NEUSE BUILDERS, INC.
604 EAST MAIN STREET
HAVELOCK, NC 28532
[phone]
DEVELOPER: NEUSE BUILDERS, INC.
604 EAST MAIN STREET
HAVELOCK, NC 28532
[phone]
SECTION I AREA: 10.09 ACRES
SECTION II AREA: 5.75 ACRES
SECTION III AREA: 1.32 ACRES
OVERALL SITE AREA: 17.16 ACRES
SITE ZONING: R6
UTILITIES: SEWER: - CITY OF NEW BERN
WATER - CITY OF NEW BERN
ELECTRIC - CAROLINA POWER & LIGHT
SECTION 1 DATA
SECTION I IS A PLANNED UNIT DEVELOPMENT
TOTAL SECTION AREA: 10.09 ACRES
TOTAL SECTION UNITS: 67 UNITS (33 DUPLEX LOTS, 1 SINGLE UNIT
LOT)
TOTAL SECTION COMMON AREA: 1.14 ACRES = 11.25%
SECTION II DATA
SECTION II IS A PLANNED UNIT DEVELOPMENT
TOTAL SECTION AREA: 5.75 ACRES
TOTAL SECTION UNITS: 3 BR - 32 UNITS
2 BR - 32 UNITS
TOTAL 64 UNITS (8 BUILDINGS)
SECTION PARKING DATA: PARKING PROVIDED - 144 SPACES
(2/UNIT; 1/4 UNITS)
SECTION III DATA
TOTAL SITE AREA: 1.32 ACRES
NO DEVELOPMENT PLANNED FOR THIS SECTION AT THIS TIME.
I 1 CRAVEN COUNTY BOARD OF EDUCATI,,DN
?' ZONED R-6
96
I `
I
SAC I 'A/
Fj T
DEVE_ -) ,A E N T
111_DIN '
-
Lc�E J
I
L38
LANDSCAPE/ENTRAN�E
SIGN EASEMENT
NCTr
T '.OPT-AEF'.-=JPERTY LINE !
A -HE WE_: -F', PROPERTY L' _-JN -1
CO!'�JCiDE WI- THE WETLAND AE N
SECTION 40-� WETLANDS ARE LOC, D NITHIN
THE PERIME`ER OF THE PROPERTY.
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft-
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9604lC9.DWG
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4
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4

START CONSTRUCTION C
STATON 0+00
INTERSECTION
j D WATER LINE ENCASEMENT
C15
COr.N=CT TO EXISTING — - — - — —
6" t,1:.IN ALONG ACADEMIC DRIVE
EXTEND EXISTIIJG 18" RCP TO 50'
A. ,JST INVE_-S AS SHOWN / x
2 .4 INV 5'
IUx'l6' SITE _`
-ra 1hh L, U.
MH #3
STATION 0+90
RIM = 27.01
INVERT IN = 19.10 j
INVERT OUT = 19.0
Ln Ln
N N
iI
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LJ
k2.t�
- -_p DRIVE
��- FT -IL THIJ AREA---"
D,z
TOPOGRAPHIC AND BOUNDARY SURVEY BY:
LARRY J. PRIEST,SR.R LS_ L-3735
337 STEAMSHIF LANE, NEWPORT, N.C- 28570
1-919-504-3c5---E�i_ 1-919-504-4737
8" SEWER @ 0.4%
SEE SHEET C10
6" TAP
TYP OF 3
L = 16'22'26"
R = 300.00'
FUTURET
= 43.16'
L = 85.73'
DEVELOPMENT
,�D 26
°?
A = 05'30,00'
��
//
,-' 28
R = 1591.41'
---27
T = 76.44'
�
L = 152.76`
6" CAP 27
i
6'pVC130 CF 81
ASS
�`
0 49 2+0p
Q
-
325 LF 8" 48
-
° 0.47
L
-�
7 00
CP
STATION 2+1L43
STATION 0+00
a
NOTE: GI\DE ROADSIDE DITCH EVENLY
BETWEEN SPOT ELEVATIONS SHOWN.
PVI STA = +00
PVI ELEV = -7.50
A.D. = 2.44
u = an cw�
0+00 1+0C
2+UU
MH #4� --
�i STA T ION
RIM
INVERT IN = 19.72
INVERT O,JT = 19.62
JtVV
51LO191
L
= 09'30'00"
R =
631.73'
T =
52.49'
L =
104.74'
� 1
27
24' PAVEMENT
60' R/W
MH #7
STATION 5+48
RIM = 27.50
INVERT IN = 21.12
INVERT OUT = 21.02
-27
S
24.1
a n
+00 215 LF 8" ABS @ 0.47 7+
C
6" PVC
_ 24.0
3'
/
4' SIDEWALK /
27 28 27
NOTE: SEE SHEET C9 FOR ADDITIONAL
EROSION CONTROL REQUIREMENTS.
v uu
kaEor Fa.' VE zmiri TKA 1 -111I 6
2-
NO, DESCRIPTI❑N BY DATE
Revisions
MH #9
STATION 7+66
RIM = 27.50 INVERT IN = 22.08 E END -OF -LINE BLOWOFF INVERT OUT = 21.98 Cl
STATION .7+75.95
STATION 0+00
24 a _— 23.6
8+I00 _ (c
6" PVC 6" PVC
e
�O �r 187-RCR 24-n -
C CLL \�
STAT ON
C � �
26
NOTE: THIS I- TREET IS DESIGNED
A,-1 A '11TED AC( - -) STREET
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 It
CI C
96041CIO.DWG

DUAL t
15738
RIP RAP SWALE
TYP EACH SIDE
II
27----1
o � r
+,Nr
v,
w
J
� W -
f G'
29
25
23
21
19
17
DA 1 c'k ELEV
15,00
0 0Ln
N N
0+00
TOPOGRAPHIC AND BOUNDARY SURVEY BY:
LARRY J. PRIEST,SR.R.L.S. L-3735
337 STEAMSHIP LANE, NEWPORT, N.C. 28570
1-919-504-3882--FAX: [phone]
28 z/
+INV OUT = 24.4
b�
PVI STA = 2+70.E:
PVI ELEV = 26.E
100' VC
L v G
NOTE: SEE SHEET C9 FOR ADDITIONAL
EROSION CONTROL REQUIREMENTS.
1+00 2+00 T 4+00 5+00
__. _ _._ --- i( '�i �I �I �i� � � � �,�'{11 ��� � � � _._- 1�1 �iil 1, •T
5 TI N 5+74.14
77 �=
N
cv
>1 F
5+74.14 6+
END -OF -LINE
BLOWO F
i
�0' ACCESS EASEMENT
KITH 4' SIDEWALK
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
�
L
Q)
N
w
W
0
a�
E
-�
C
o
�w
I
�
C
rn
V�1
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i
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O
Q
�a
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Z
V•-ti
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11--\A I t
96041 C 11.DWG

}
I
TOPOGRAPHIC AND BOUNDARY SURVEY BY:
LARRY J. PRIEST,SR.R.L.S. L-3735
337 STEAMSHIP LANE, NEWPORT, N.C. 28570
1-919-504-3882--FAX: [phone]
NVERT IN = 22.08
NVERT OUT = 21.93
DATU.7vf �
15.06
I 2� I /' I I B/B
2% i 3 i
20' ACCESS EASEMENT
WITF- SIDEWALI
NOTE SEE CHEET C9 FOR ADDI-ZONAL
EROSION CONTROL REQUIREMENTS
RNA STA = --+24
iVl LLLV = L0.'+V:
A.D. = 1 00
L0 co
K = 99.73
N o
c1
100 VC__
0
� �
N
N
O
t0 �.
+
O
cD
N N
N
,
w ~. �
d.
� n - +
't a
N
II
�L'i
+oNLnN
N N
N00N v)
II
z
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N
II N II
LrJ ~
70
z z
j II Q EXISTING GRADE I
Lj
j II �
w END
W J J
LJ
w
-
--_' R Y M
z z
5 RCP
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{
I
PV
rv1DE
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IRON SE
WER
; tVN R
IN
F
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RAIN PI
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-
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N
ill N
1+00
2+00
S+UU
'+t uu
Pr M.j
�\ �So
-OF-LINE BLOWOFF
GRAPHIC SCALE
20 40 50 160
I
( IN FEET )
1 inch = 40 ft.
R "44 ,
e
� 9
S ` �-
k
1513s'���,
e
eiFr` �Y� � YeeH1a�.�b ZS
,r'('f�rer'. rrrtttt'�l
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96041C 12.DWG

c
R/W
6' —
SHOULDER
1" PER FOOT
A ROAD CROSS SECTION
NOT TO SCALE
B TYPICAL PAVEMENT SECTION
NOT TO SCALE
IN
— 60' —
RIGHT OF WAY
— 24'
PAVEMENT
1/4" PER FOOT
- 6' 5'
SHOULDER DITCH
� �
IV ASPHALT
— 6„
PA`, ING
(e" ABC
UTTER
DETAIL)
PER LATEST NCDDT SPECIFICATION
0
50'R
1
31.5'R�
C CUL-DE-SAC @ LOCAL ROAD_
NOT TO SCALE
35'R.
R/W
Pavement
6" Compacted Bona Course �
STANL=:PD CURB
Notes:
1. Contraction hints sho'1 `e pl,ced at 10'-0' O.C. to a m,nimum
depth of 1-1/2".
2. Contraction joints shall be filled completely with a joint filler
suitable for this application.
3. Expansion jonts shall be placed at 80' O.C. and adjacent to to
all fixed obj--ts (walls, wolks, etc.)
4. Provide at elevations shown. Slope curb gutter evenly between
spot elevations.
D CURE AND GUTTER
NOT TO SCALE
NEW 1 1/2" ASPHALT
EXISTING ASPHALT
> O00 ') 000
O O O O
EXISTING 6" STONE BASE
NEW 6" STONE BASE
COMPACTED SUBGRADE
E CONNECTION TO EXISTING ASPH'._T
NOT TO SCALE
AS INDICATED
ASPI-=_T PAVEMEV'-
SLOPE' TOWARDS PAVEMENT
1/4.1==z>
x X ! 1
I I-1 I El I I
-1I I 1=1I -- 2" 4" 6X6 WWF 10 /10
COMPACTED LEVEL SUBCF-`
F SIDEWALK WITHOUT CURB
NOT TO SCALE
SLDPE TYPE 1-2 ASPHALT
COMPACTED SUBGRADE
G NEW PAVEMENT SECTION
NOT TO SCALE
ABC BASE (�
O 0
p 0 O O 00 00000
0 �0 0 000 o p000
RCP 00o0pop 0 o0p°O
C o0o o IC
00 0
4'-6" SIZE AS INDICATED 00 0
FLOW 0 0 RIP RAP 0
,,,pp 0 00
14� 0 0 00
on 0
68000000 0 pO
ooc
pO(�p000 G
C
a
SIZE AS INDICATED RIP RAP
FLOW �000Oao0�01p0p
0O000OS0a
FILTER FABRIC
1'
SECTION C—C
NOT TO SCALE
NOTE:
1. PLACE STABILIZATION AT ALL CULVERT OUTLETS UNDER
ROADWAYS IN ACCORDANCE WITH THIS DETAIL.
2. EXCAVATE BELOW CHANNEL AND WIDEN CHANNE_ T' `HE
REC'JIRED DEPTHS.
3. PLACE FILTER FABRIC ON PREPARED BOTTOM AND SIDES.
OVERLAP ALL JOINTS V-0".
4. RIP RAP SHALL BE 6" IN DIAMETER (AVERAGE) AND
PLACED IN TWO LAYERS.
H OUTLET PROTECTION
NOT TO SCALE
SELF ANCHORING
METAL POST CAD 6' O.C. MAX
10 12 GUAGE 6 X 6 WIRE MESH
3FILTER FABRIC
8 FLOW
3'
BURY END OF FABRIC
8" INTO GROUND
NOTE:
PROVIDE IN ACCORDANCE WITH THE
NORTH CAROLINA SEDIMENTATION CONTROL
PLANNING AND DESIGN MANUAL.
TENCE
TO SCALE
NOTES: / 1
1. PRO'IDIE :RASS SWALE 3
AT ALL OU?LET DITCHES
2. PROVIDE 3:1 SIDE SLOPES.
3. VE_ E IN ACCORDANCE
WITH ,'L-ETr,TION PLAN.
J GRASS SWALE
NOT TO SCALE
NOTES:
1. CONSTRUCT CHECK DAM OF RIP
RAP STONE PLACED IN ACCORDANCE
WITH DETAIL.
2. SEDIMENT BEHIND THE CHECK DAM
SHALL BE REMOVED ONCE THE LEVEL
IS WITHIN 6" OF THE CENTERLINE
CREST OF THE DAM.
3. SHOULD SCOUR DEVELOP AT THE
DOWNSTREAM END, IT SHALL BE
REPAIRED IMMEDIATELY.
K CHECK DAM _
NOT TO SCALE
NO, I DESCRIPTION1 BY DATE
Revisions
if 20'�
0 0 0
0 0
0 ° 0 ° 0 6" LAYER OF COARSE AGGREGATE
0 0 0 ° OVER 12" LAYER OF STONE BASE
00000 COARSE
50' 00000
000 0 10'
00000
^0o0o0d0^ 10
EDGE OF EXISTING
ROADWAY PAVEMENT
NOTE:
PROVIDE IN ACCORDANCE WITH THE
NORTH CAROLINA SEDIMENTA-'ON CONTROL
PLANNING AND DESIGN MANUAL.
/ L \GRAVEL CONTROL ENTRANCE
/NOT TO SCALE
2" X 3' WOOD POST
L' T' WOOD POST
BURY FABRIC 1'
C.TCH BAS,!:
NOTE:
PROVIDE IN ACCORDANCE WITH THE
NORTH CAROLINA SEDIMENTATION CONTROL
PLANNING AND DESIGN MANUAL.
M SEDIMENT TRAP
NOT TO SCALE
12"
RESERVED
PARKING
_OLORS
BACKGROUND: WHITE
(j LEGEND AND BORDER: GREEN
�V WHITE SYMBOL ON BLUE BACKGROUND
2. MOUNT THE SIGN 60" AEOVE '7PADE.
NOT TO SCALE
—CURB, PAP.- 9U'.' EP, E-C
-0' VOTE
SYMEJL TO BE
PAINTED WITH
APPFOVED TRAFFIC
PAINT.
5"R
1
12 GRID
5'
1/2
3"
CENTERLINE OF
PARKING SPACE
0 HANDICAP SPACE DESIGNATION
NOT TO SCALE
CID
W
a
W
Q
Q
�
Q
�
W
W
W
�
a
t 3
96041C13.DWG

DRAINAGE SCALE INV.IN ELEV.=
ELEV,=
TYPICAL STORMWATER DETENTION POND FOREBAY DETAIL
NOT TO SCALE
TRASH DEFLECTOR 1/2' DIA.
ALUMINUM BARS O 4'
METAL STRAPS EACHWAY
ANCHORED IN CREST
CONCRETE 4' O.C. ELEV. o
1
PROVIDE DIAMETER ALUMINUM /
ANTI -SEEP
C COLLARS CONTINUOUSLY
WELDED TO BARREL 1 EACH 2 1/4--DIA. ORFICE O ELEV.
DEBRIS DEFLECTION SCREEN
CORRUGATED PIPE 24' C RRUGATED COMPLETELY ENCIRCLES ORIFICE
IV DIAMETER PIPE ABOVE WE PERMANENT POOL ELEVATION.
LENGTH AS I-'NCATED PERM. POOL
INVDIT - ELEV, - v
ANCHOR 24 DIA. RISER IN
5 X 5 X 1.5' CONCRETE SLAB.
PLACE CONCRETE INSIDE OF RISER TO
AN ELEVATION OF S.O. PROVIDE MINIMUM
RISER CONCRETE EMBEDMENT OF 1.3',
PROVIDE 10" THICK X 3' WIDE /I/
CONCRETE ANCHORAGE FOR PIPE FOR 15 LF PROVIDE FIRM AND STABLE
PROVIDE STRAP ANCHORAGE AT 4' O.C. SUPPORTING AREA FOR RISER
AND CONCRETE ANCHORAGE
POND BI
NOTE PROVIDE TRASH SCREENS�V' `
AT ALL ORIFICES.
DETENTION POND OUTLET DEVICE
NOT TO SCALE
R
R
HMO'
Y
0
S'
.0'
B.0'
S.0•
0.0'•
r
-o'
]
va'
aa••
e'
.0'
ad'
1A'
a.t'••
5'
3. S'
0.5•
.S'
!.0'
5'
.0'
0.0•
.S'
A.0'
5'
•.rS
S
..3' V
loQam'
S.Y
3.4'
r
s.o•
,o.e
L.r
an•
B - X-TAW)
B - D151RXCE FER FRONT EWF OF .104B,1
TO BACK POINT OF 12:1 S. 3 ) ELW
RNCA DF BROW% DON' 11EGIIRED FM ALL
SIMRALA 'SORES.
•• BAGS, M SIDEMLS DROP REWIRED Im SI°ETMLA
ORES O.N.
oe Doeee el
N000 oo000
Oe�
rvw
IWP n. RETAIL
INSET A
SlO NRTE , i
SECTION B-B
noTMu B• F-°•
GH+ n�� . c
IBORIW I»M ,BNWmw \
orM
ME
W Pmm lzn A. I -
SECTION A -A
PLAN VIEW
ImfE: IIAYWIE-51RWD M614 RYA.
FIN. TM
H oq
ROAAAY
REVISIONS
NOIFs:
Tx RALSIND GRADE EIALL RE STEP re P RE'TATE.
D"TE_TMLF NDM NQ E WEST SMALL COVER THE ML EDTR AND MRFN OP TM RAN'FLOOR'
µ' wleaa
DR
NO, AT DESCRIPTION
I CETECTAIRE BMNIMm MALL CONSIST M S. TRUNCAna HIES WITH A OIMDTER
0 T19 93
GEN. REV. TO COMPLY BI A.D.A.
C' N 1V 0-9', A NE]MR V 0.2- AND CENTER -TO -CENTER SPACING OF MWINAL 2.35-.
1- rN1e Wl BE YFLLW IS O%M OR WT CDLm WITN A xT CONTRAST MTID.
FOR P-ED
NMEELCNIR RAMP
I OINA9ES BADE t-1S-92 BY DETAIL)
EIOTIDM ACOMW RIOATIVARY: MUST C°N OR11 TO TRAFFIC MST. 51AM0AROS,
SHEET 1 OF 2
STANDARD WHEELCHAIR RAMP
CURB CUT
-
STATE OF NORTH CAROLINA
5FD-NO.
REV.
-
DIVISION OF HIGHWAYS
RALEIGH,N.C.
848.05
B
NOTES:
3.
MAIN CAAO.INA SEVERAL STARE 138-M.14 REQUIRESTR THAT ALL SWEET CURBS
-
BEING fAN51AUCTED ON RECONSTRUCTED FOR MAINTENANCE PROCEDURES. TRAFFIC
AFTER SEPTEMBER 1, 19" SMALL PROVIDE WHEELCHAIR RAMPS FW THE PHYSICALLY
HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND CANTER AND SIDEWALKS
ARE PROVIDED AND AT OTHER POINTS OF PEDESTRIAN ROW.
IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT
REWIRES PROVISION OF WITS RAMPS ON MY CURB CONSTRUCTION AFTER JULY 1.1918
WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE.
THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1890 EXTENDS TO INDIVIDUALS
WITH 01 GATT IES. COMPREHENSIVE CIVIL RIGHTS PROTECTIONS SIMILIM TO
SEl GT
THESE PROVIDED TO PERBd15 ON WE 8RS2G OF RACE, GE%, NATIONAL ORIGIN AM
I6 2;
RELIGION DOER WE CIVIL RIGHTS ACT OF 11184. THESE CUE PANPS HAVE BEEN
1 I
DESIGNED TO COMPLY WITH TITLE III OF TIME ADA. BECOMING EFFECTIVE ON
JANUARY 28, 1GB2.
4.
WHEELCHAIR RAMPS STALL BE PROVIDED AT LOCATIONS AS SHOW M THE PLANS OR
AG DIRECTED BY THE ENGINEER. WITLCMAIR RAGS SMALL BE LOCATED M
DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT MLES, FIRE HYDRANTS, DROP
INLETS, ETC. AFFECT PLACEMENT. AT ALL LOCATIONS, NOT LESS TRAM 2 FEET OF
FULL HEIGHT CUB SMALL RE PLACED IENWEEN THE RAGAS.
S.
ALL A- CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RUMPS "ILL BE PAID
d „
FOR AS CONCHETE MEELG6AIP DAMPS. (S0. ADS.)
B•
DEPRESSEDALL WHEELCHAIRILL EPAID ME A
eL'�'
AI
CONCRETEPED CURB ABUTTER WHATEVER TYPE CURB QU AND IT TERIS2USED
A.✓•L
'
ADJACENT TO DEPRESSED CURB. L.R. FT.)
T.
SUCH PRICES AND PAYMENTS WILL BE CONSIDERED FUEL COMPENSATION FOR ALL
DETAIL SHOWING TYPICAL LOCATION OFpETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR
MATERIALS, LABOR, EQUIPYENI. TORS AND INCIDENTALS NECESSARY TO
RAMPS, PEDESTRIAN CROSSWALKS AND STOP LINES
SATISFACTORILY COMPLETE WE WORK.
0.
M SLOPE ON THE WHEELCHAIR RAMP SHAM EXCEED I'll' (12:1) IN RELATIONSHIP
�L PROPOSED WINEELCHAIR DAMP
TO WE GRADE OF TINE STREET.
PROPOSED OR FUTURE SIDEWALK
9.
IN NO CASE SHLLL THE BITTER OF THE WHEELCHAIR RAHM BE LESS THAN 40-
(3'-4') HOWEVER, WIDTH MY EXCEED 40%
~:4
10.
USE CLASS 'B' CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUTER
NONON SKID TYPE NiJI(SEE SHEET 1 FOR SURFACE DESIGN)
-
\
11.
A 1/2' EXPANSION JOINT WILL BE REWIRED WHERE THE CONCRETE HHEELCHAIP
RAMP JOINS THE CRAB AND AS SMOOTH ON STANDARD giM'ING 848.01.
_f
12.
THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE SET NO CLOSER IN THE
INTERSECTION THAN WORLD BE ESTABLISHED BY BISECTING THE INTERSECTION
RADII. . (SEE NOTE 17)
13.
THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SLAI.L BE COORDINATED
SO THAT THE BEGINNING OF FINE WHEELOAIR RAMP WILL FALL WITHIN THE
1,
yR
PEDESTRIAN CHOSBNALX LINES.
14.
THE MINIMUM WIDTH OF THE PEDESTRIAN CROSSTALK SMALL BE 6 FEET. A
CROSSWALK WIDTH OF 10 FEET OR CHEATER IS DESIRABLE.
15.
STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, SHALL BE USED
WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ME
REWIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN W
DETAIL SHORING TYPICAL LOCATION OF RHEELW.IR RAMPS.
OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH SKEW MY REWIRE WE
PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING MACKAY.
PEDESTRIAN CROSSAALKS AND STUP LINES I-Un TEE INTERSECTIONS
16.
PARKING SMALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN
REVISIONS
CROSSWALK.
LT DESCRIPTION
17.
ALL PAVEMENT MARKINGS SHALL BE IN A ACCORDANCE WITH THE LATEST EDITION
19-93 GEN. REV. TO COMPLY NI A.O.A.
OF WE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (IMWJ PUBLISHED BY
CRINGE$ VA 1-IS-B2 BY DETA]L
THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH INA SUPPLEMENT TO
THE MNCO. ALL PAVEMENT MARKINGS SMALL BE DONE BY OTHERS.
SHEET 2 OF 2
STANDARD WHEELCHAIR RAMP
CURB CUT
STATE OF NORTH CAROLINA
STD.NO.
RE\'.
DIVISION
OF HIGHWAYS
RALEIGH,N.C.
848.05
B
1 STANDARD WHEELCHAIR RAMP
NOT TO SCALE
MCR V GIVE
EA MEN B- z S' GM
IS USED 1. DEAR R AMMO
81
PLAN OF TOP SLAB
GENERAL PIES:
-I- JOINTS 1/2• A 1/E- THEM.
-ASS -S- CONCRETE FIT WE IBEL TEgpgi.
INE . NO OF FLOOR BURNS TO •E ROgrLtN MY MARS.
mWC, TOR PIPE(.) FRYI METAL CU. M. OF N1la WfOIMY-
• R CATW WINS OVER 3'-0- N DEPTH TO BE PROVIDED EITN BEEPS V-E-
w DENIEA. STEPS, OWL m IN ADOOWMLE NEW, SN. NO. W.w.
IN. USE IYPF E-. F- MO Q. OMTEE UNLESS OTHERWISE INDICATED.
JAIO SRICR ELL H PFO lT . CONCRETE MIDI OR A- S CONCRETE
BJXXX MT BE L6ED I. LIM R GAY ORIX.
Ir RET.'ORCEO LOEMTF Ert EB BET IT, BASE SLAB M MET. AM, W TO E
AS Pz>N: ON STS. NO. W.M.
FOR I'RO IN .1. OH LESS, RE a- RATE. OVER B•-O- IN HEIGM. m
SECTION %-% Ix' RRLL Taa'-oFRAY TOP, WE RM. MIT a' NNL PER THE REWININO
S'-0'. OIMITITES TO WE AORSITED ACCORDINGLY.
SIAt Bro. E. W." STEPS - •ro. E. W.w
SECTION J-J
PLAN
STANDARD BRICK CATCH BASIN
SIDE ELEVATION
SECTION M-M
NHEM E2. TO N- PIPE Is USED
- � '1u15I0N JOINTS
C
STI) MD. WB ERANE
GRA®E 1�ID00
� I i
F �
R B.-D.
DIA PLAN
CURB AND CURER WITH CATCH WIN UI VBEP ORAM9
H EXPANSION JOINT
USE ON RAi GRADES 2% AM UNDER
5' 0-1 DEPRMET) OTTER LIRE
EXPANSION JOINT e
SECTION S-S `J LI�EE STANDARD M. M0.01 ON W.02
ELEVATION
NORMAL CURS AND STUFFIER ON LIMIT ORATES
NOOIAL LATTER LINE
B• E RE W' BRAS EXPAxBIW JOINT
A 'V' USE ON GPNE�J_•'ER
E
DEPRESSED GLITTER LINE
L . L I "O `( i 6'
.` �•e< '' \ ERPMSIW JOINT +-C,. L✓I
`-+?
ELEVATIOsEE STANDARD NO. Mo.DI W 840.02
SECTION R-R NORMAL CURB ANO SUTTER W STEEP GRADES
YININUN DIMENSIONS
AND WAMITIE6 FOR WICK CATCH WlN
DINEYSI06
OF
M
MD PIPE
°IIEI/BIW
Im.TOR.
MRS.
IN SOX
MIO
MOMIT
M
D-T./
R.M.
ROD
TO
.M.
pEODTIOD
01E I
C.Y. Y.C.
PINE
VA1
II DTN
MOTH
WM
MIOrt
NEIWT
BNIT-U
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TOTS
fNGiX LRS.
TW
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D
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R.M.
0
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6
C
•
MY. YI
10
E
i
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N3.
EYORI
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W
3.0-
2'-2-
I -A'
-
-
--
-
--
-
D.xel
0.261
0.1"
oAzl
0.321
--
0.m0
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Is'
3'-0-
X 2-
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0.",
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.
0.M1
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1.°10
0.321
--
0.me
°.113
30-
X-C
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A'-1
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0.122
0.170
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0.323
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0.410
0.66J
3.IA
0.4M
0.111
0.313
OJ33
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3'-0'
2'd'
S'-1
5.4-
v
9' Y
3'-6
3'-0-
6
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3
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0.4E
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STANDARD BRICK CATCH BASIN
12" BRICK
54" PIPE
STATE OF NORTH CAROLINA sTD.No. REV.
DIVISION OF HIGH RAYS
R.ALEIGH.N.C. 840.01 E
STANDARD BRICK CATCH BASIN (12" - 54")
NDT TO SCALE
43"
s
m _J
o' SN
1 FRAME,GRAIE, A HOOD ASS
i
F1 PIT:- F��
� S.. 6
3
NOTE: USE TYPE "E', "F" AND "G" GRATE
UNLESS OTHERWISE NOTED.
_ � I
ALIGN FAME WITH IN51DE
EDGE OF WALL TO ALLOA'
FOR VERTICAL AO/USTMENT
WELL SECTION---,
SECTION - BE
FRAME PLAN
NEEDED ELEVATION
SECTION - LL
T-
f
LB IN
w
SECT-L': -.�. yyMIT
I JI
JAI
SEOTIOII - NN
4'
T�4N
STANDARD FRAME, GRATES, AND HOOD
FOR USE ON STANDARD CATCH BASIN
STATE OF NORTH CAROLINA
DIVISION OF HIGHMAY-S sTD.NO. REV.
RALEIGH. N.C. 840.03 1 D
STANDARD FRAME, GRATES. AND HOOD
NOT TO SCALE
IT-,
I/ LDIAAENIS J H 1911114
NO, I DESCRIPTI❑N I BY DATE
Revisions
S
96041 C 14.DWG