SW4131202_APPROVED PLANS_20140203

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW_!! //_�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE�Z�j
YYYYMMDD

SUMMARY OF EARTHWORK
IN CUBIC YARDS
STATION
STATION
UNCL.
EXCAV.
EMBANK.
+%
BORROW
WASTE
-L- STA. 10+00.00
-L- STA. 42+20.00
32,114
13,802
18,312
PROJECT TOTAL:
32,114
13,802
18,312
LOSS DUE TO CLEARING AND GRUBBING
-1,575
1,575
GRAND TOTAL:
30,539
18,312
SAY:
31,000
1
18,400
SHOULDER BERM GUTTER SUMMARY
SURVEY NE
STATION
STATION
LOCATION
LE (NH
-L-
17+62
20+00
LT
238
-L-
17+62
20+00
RT
238
TOTAL:
476
SAY:
480
S UB REGIONAL & REGIONAL
LIST OF PIPES, END WALLS, ETC. (FOR PIPES 48" & UNDER)
JItI
ENDWALLS
a m
o.
W Q W I m p
Z O V
M
t
ABBREVIATIONS
LL
Z G
STATION
O
Z
DRAINAGE PIPE
C.S. PIPE
(UNLESS NOTED OTHRWISE)
CLASS III R.C. PIPE
(UNLESS NOTED OTHERWISE)
STD. 838.01,
STD. 838.11
LL w
_
0 r
�'
c
0
L
V
W
(RCP, CSP, CAAP, HDPE, or PVC)
OR
(f w Q
O
FRAME, GRATES
w
w
C.B. CATCH BASIN
Z
STD. 838.80
O Z+
AND HOOD
�
p
m
N.D.I. NARROW DROP INLET
w
O
V
O
O
(UNLESS
NOTED
j Q
O
o
STANDARD 840.03
0
'T
O
H
Q
`
w
O
D.I. DROP INLET
J
d
to
z
O
Q
Q
Q
V
OTHERWISE )
v
p
r
O
Z
Z
W
W
i2
G.D.I. GRATED DROP INLET
a
z
O
a
W
+?J+
W
w
O
c
LIN.
o
y
�'
o
H
m
vxi
o
Y
°D
G.D.I. (N.S.) GRATED DROP INLET
(NARROW SLOT)
W O
SIZE
w
w
'+
12"
15"
18"
24"
30"
36"
42"
12"
15"
18"
24"
30"
36"
42"
48"
12"
15"
18"
24"
30"
36"
42"
48"
w
,,
w
CU. YDS.
1
t9
3
ci
N
J.B. JUNCTION BOX
W
A
B
0
0
Z
Z
O
V
d
1
1
K
x
O
o
ci z
<
W
V
O
W
m
v
f
x
m
M.H. MANHOLE
T.B.D.I. TRAFFIC BEARING DROP INLET
Q
Q w
o
>
°OQ°
THICKNESS
j
,�
o
OR GAUGE
f
v
v
a
a
a
o
0
0
0
x
p
m
TYPE OF GRATE
m
to
Z
=
z
O
T.B.J.B. TRAFFIC BEARING JUNCTION BOX
0
LL
Z
o
0
0
0
0
o
O
o
Wo
to
0
to
o
to
V
d
i4
V
ug
w
c
V
w
n
F
LJJ
m
N
o
m
U
~
O
O
twit
m
-
REMARKS
REMARKS
�/
�j� LLJ
a
i
Ci
E
F
G
a
17+55
RT
1
2
735.0
734.0
22
\�
17+72
RT
2
739.0
1
0.1
1
1
RT
2
3
733.9
733.0
34
��/
17+72
LT
3
738.7
1
0.8
1
1
LT
3
4
732.9
731.95
!
24
Q U
21+75 RT 1 7 1 757.53 1
RT 7 8 755.0 754.25 50
21+75 LT 8 756.33
LT 8 9 754.25 753.65 63
LT 8 11 754.25 747.68 73
21+02 LT 11 756.0
LT 11 12 > 745.68 732.89 73
20+29 LT 12 736.0
12 13> 731.55 730.00 31
34+25 RT 14 781.25
14 15 778.17 776.90 73
34+55 LT 15 .
41+00 ILT 20 815.98 815.00 5
TOTALS 508
A 2
REVISED STORM DRAINAGE
LENGTH WARRANT POINT "N"
SURVEY DIST.
LINE BEG. STA. END STA. LOCATION FROM
STRAIGHT SHOP DOUBLE APPROACH TRAILING E.O.L.
CURVED FACED END END
-L- 17+30.00 21+00.00 RT 370.00 6'-7Y4'
-L- 17+30.00 21+00.00 LT 370.00 6'-7Y4"
-L- 30+50.00 38+00.00 LT 750.00 6'-7Y4"
I TOTAL
1490
TOTAL 1490
DEDUCTIONS FOR ANCHOR UNITS 180
TOTAL 1310
DEDUCTIONS FOR ANCHOR UNITS
6 FAT @ 30' = 180
TOTAL = 180
1 1 1 1 1 1 1 1 1 1 1 1
I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1
1 )1 5.00 10.32
1
1 1 1 1 1 1 1 1 1 1 1 1
1
1
7 1
5.9 10.3212
1
2
3
2
GUARDRAIL SUMMARY
TOTAL
FLARE LENGTH
W
ANCHORS
SHOUL.
WIDTH
APPROACH
END
TRAILING
END
APPROACH
END
TRAILING
END
XI
MOD
XI
SBT-FAT
M-350
III
CAT-1
VI
MOD
BIC
10,
30.0'
30.0'
4.25'
4.25'
2
10,
30.0'
30.0'
4.25'
4.25'
2
10,
30.0'
30.0'
4.25'
4.25'
2
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.
0
IMPACT
REMOVE
ATTENUATOR
TYPE 350
SINGLE
FACED
REMOVE
EXISTING
AND
STOCKPILE
AT-1
GUARDRAIL
GUARDRAIL
EXISTING
GUARDRAIL
EA
G
NG
TEMPORARY PIPE FOR CONSTRUCTION
0-ItETEN it-
REMARKS
STEEL BACKED TIMBER GUARDRAIL SEE DETAIL SHEET 3C
STEEL BACKED TIMBER GUARDRAIL SEE DETAIL SHEET 3C
STEEL BACKED TIMBER GUARDRAIL SEE DETAIL SHEET 3C
FOR AGENCY REVIEWI
DO NOT USE FOR CONSTRUCTION
® FtR1 No
421 Fayette
Si
R,itelgale19M1, N<
W919 31
tewart
T EWART
10-08926-011
NO. DATE
2 1/31/2014
H12001.00I
3

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SEE QETAIL'� A �A A c �w i I A H
BEGIN CONSTRUCTION ` �J I v V A I/ `I ' �/
a T _ /L /LEI
. I A � V A V '� \ `V A A V \I I 'I 'I \ C � I , � �' I 2 ,, m 17' - / \ VA i ; ! 1 1 I l - 1 I I l I ILn
m
�i� 1 I /R
I
/ \ C 1
DETAIL 1 �� V I I i I F F !1 �l
/ 1 I sBT-FAr A T v �, (;T- I 5 �8 v' Lu Z
SPECIAL CUT DITCH V � � I i SEE DETAIL HET 2D i / / / F F1 A \ I 17; /
(Not Scale I 1 II III �� p ROpO�EIS bITTFJ 4
i i c 1 / / , // ;; v` i III!IIII' II I I I SEE DA11
ot�nI15„RCP I /l I�
Natural Slope 1 I/ 1 I
Ground I Pyy )POSE SFI ULpER V / I ( I� © I I //�/(//
D Min. D= 1 Ft. C - / 1 1 I F 1 /
d A- I 1 11 I BERM GUTTER \ �i PRO . SBT G 4RDRAILI (TYP I %III II ! / // I I L I I Z
Max d= 1 Ft. I SHEE 2D I �y A ✓d, l .\ A V 1 A U
v / I I I /I I'i SE DETAIL,% it IIII 1 v �y o
ti Max = 2.9 A < i ' j ;1 I II IIII 'I '�
\ I I I I A /
Type of Liner= PSRM (NAG 350 or greater) _ I I A I Ifl I I I
PROP. SB GUAR RAID (TYP, yI 1 �;, \ (y�!'AV 5
FROM -L- STA. 10+85 TO STA. 17+60 LT v I 1 EE DE�AIIL\ E 2D / -'(1 v S!}il EAITI�\\ Q %;ll (�� IIII �/� v VA A V
If
FROM -L- STA. 10+25 TO STA. 17+60 RT \ \ i % I , I / / / i SEE DETAIL !SHEET 1/ \ \ J l / IA\ \ \ \�
FROM -L- STA.21+75 TO STA.23+70 LT \` 1 = R ' \ \ ` I I ! / \\@ q� \\-1 I l) a U
FROM -L- STA. 21+75 TO STA. 29+75 RT \ \ - J I P OPOISED, B(�TT MESS\GILL ERT I / i i R _ \ -
\\ _ SEE S RU TUR !? N / /-� Sf
-L- CURVE DATA / / / \�. / I L', \(- �> i Y
P1 Sto 11 +62.50 a P1 Sto /4+51.77 a P1 Sto 17 +05.53 a P1 Sto 21 +39.9/ a
A
p = lT 08 /3.9 (LT) _ /9' 32 39.8 (RT1 A _ 15 45 23.7 (LTJ 0 = l2' l9' 54.7 ILTJ vc r \ V v V v 1JIil/ /�✓ `� / l I �iir - I ' l) I III \ V A \ 1
D = 190 05' 54.9" D = 19' 05' 54.9 D = 19' 05' S4.9" D = 9' 32' S7.5"
L = 89.73' L = 102.33' L = 82.50' L = 129.14'I/' I I \
T = 4520' T = 51.67" T = 41.51' T = 64.82' �v ll���j/� / i i l i / /,l// NO 100 YEAR FLOODPLAIN AS
EW
R = 300.00' R = 300.00 R = 300.00 R = 600.00 -'II`hl;l� //' i /�!l�//% FOR NAGENCY USE Nsx MON
E„v = 0.04 E,w = 0.04 E,� = 0.04 E,,, = 0.04 REVISED STORM DRAINAGE I % / 11/// OR LOCAL AUTHORITY SISDLOCATDED ON THISDPROPERTY.
E� \\
If RUNOFF = 68.00' RUNOFF = 68.00' RUNOFF = 68.00 RUNOFF = 68.00' 2 I�I�\�� �� - �� / �/ /� �� ,/'')� I /)v-
k
(J .0O° 0%
\ - i Firm 421 Fayetteville St
;i - Sulte 40
790 ``/O°°° a - . 790 h Q Raleigh. NC260
°_ _ T 919.380.875
�. {. -. F WWw.atwBrtlnc.co
STEWART
P/ = 10+30.00
EL 793.99
VC = 35'
-780
K7
BEGIN GRADE
TIE TO CHURCH STREET
_L- STA: 10+12.50
`
770
EL 794.94
I
P1= 17+40.00
EL 722.99'
750 VC c
700
DATE: ]ANUARY 31, 2014
\�� K =
38
REVISIONS:
-
NO.
DATE
2
1/31/2014
740
PROPOSED
AllprovedStorrrraterPe - tie edocu entc
m arsordance with these docurrreMs�is
PROJECT NO.:
i
BOTTOMLESS
CULVERT
Cpnstruction
uired by the stortnwater permit Noah Carolina
_ rules require that the stormwater system des with. the
construction, c conform lY
H 12001.00
_ ....
73 0
� �
� -.:.
ornp
plans and Spa"; and certify compilance with the I
plans and Spa 73 0 _ .
(15ANCAC2H,1De6(11)
Stormwaterrttiss
'
--
/
Pe mlt #A�M�
SCALE:
Q3
Sheet It Reyisroh Date --_.
720
4
10 11 12 13 14 15 16 17
18 19
20 21
22 23

AVA _ — new -
-v v-_A
-
� �'/�9I i _ _ - — - _ -v y �� V e�A� � \\VA ^ _ ___ -. - �/- . A V� -_ � � � v w � , j' •
ti
\ \ - _— _ \ — —� \\ \\\\ \ - _-_ 1
_ \s \ \\ \ / \ \ \ GUARDRAIL
(TYPEg)
SEE SHEIET
•.\ �\ \' �\ \ \ \ \ \ \ � 1 1 / / - - - ___ _ _- l_-�� __. _- --0D __ — � F — — _ _. �___ � _� _"sae � - - _-�064 _
zt
_
\ \ f
;
RO $E DITCH�3 \ ca �, �L� , '" /,ice \ \\ \ `\ \\ ,\ - �� —LU
-
Uj_ _
/ // i// / , i d / l g�� i i i� �/ J / i-� i� // i/ / �see� // /_'���� _/ A A \ �� \ ��. ��A Vim_ -F LAJ L.L
// / / / / i / / / /� / / A v� W
�a \ VA \ v v vv v >u '{
NO, Q W
eLU
tp
Uj
LU
Q O ED' l I i l , / ( aa� — — — v R pP 6 )SED `T�kl 5� \ V - v a �� - 6� v v __ _ _ L.V LLI
E /�{ D L Av �\ SEE EZAI v� �� �—
/� / �\
0O
'O y
r
V
DETAIL 1
SPECIAL CUT DITCH
—L— CURVE DATA (Not to Scale)—
\ \ V A A �/� // Fron Pl Sto 25+92.8/ P/ Sta 30+86.06 P/ StG_ 33*92.50 /i Natural , oit=t
h
/ A'• et
\ \ \ 0 = 39' 46' 05.9e (RT) L = /0' /0' 36.8' (RT) L = /3' /2' 30.3" (LT) /// i Ground :1 Slope
i R i a i < / D Min. D= 1 Ft.
D = 9° 32 57.5 D = 5' 43 465 D = ll' 27 33.0' // /� / d Max d= 1 Ft.
\ v L = 4/6.45' L = 177.62= L = 115.27'
= TM�x = 2.9 //
T 2/7.0/' T 89.04' T 57 J J l Type of Liner- PSRM (NAG 3eo or greater / �(
R - 600.00 R - 1,000.00' R = 500.00' f/ /50a FROM -L- STA. 10+85 TO STA. 17+60 LT 2/ REVISED/STYKM/ Ur-AMNAGE
E = 0.04 E. = 0.03 E,N, = 0.04 / / FROM -L- STA. 10+25 TO STA. 17+60 RT
\ — rur ry FROM -L- STA. 21+75 TO STA. 23+70 LT
\ — - RUNOFF = 68.00' RUNOFF = 5/.00' RUNOFF = 68.00' FROM -L- STA. 21+75 TO STA. 29+75 RT
IFOR AGENCY REVIEW'
DO NOT USE MR CONSTRUCTION
Pl = 25+30.00 ��---- 800 _.
800 EL 788.56'_
VC = 200' (+)2.0000%
K=32
(\�6�pppy � �
790 - (+)2.00 _. 790 _. sco No.:
0'
(+)B- �� . i�� 10-08926-01
780 � 780
i -- .DATE: JANUARY 31, 2014
/ / REVISIONS:
/ / (\J6 �p NO. DATE
_--��� pp/ _ 2 1/31/2014
770 770_
Approved! SLorrrrwater Permit Documents
Construction in accordance wrtnj"documents Is PROJECT NO.:
required by the -stormwaterperrdt,Northcar olins ; "_ - -
76 0 er
rules requite that the stormwater y conformity
mitdesy it
- Inspect during construction, certify lance with
wNt the H12001.00
plans and specs; and certify 12H 1 rise with the 76.0..__ ...
swrmwater rules (15ANCAC-2H 1Date 1
Permit# ''Date Z3lN
sion of-DEIg61e SCALE:
Sheet #�_-Rev ron Date.; _..._
23 24 25 26 27 28 29 30 31 32 33 34 35 36
5

Er
�� �����-\�� \ V / // ��"� ����/ea• / j V A a V ����\\ \ \ \ / /
0�
/ EEL
\ �\
VA v I I 1A
I
1 \
Ike
\ \
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IT R�- v� A v
V A VA LUNGE POOL.
-L-
CURVE DATA
-DR- CURVE DATA
P1 Sto 40+21.72
P1 Sto 10+54.73
0
= 40' 28' 073" (LT)
A
= 86' 57' 45.5" (RT)
D
= 22° 55' 05.9"
D
= 179' 02' 57.5"
L =
17658'
L
= 48.57'
T
= 92.15'
T
= 30.35'
R
= 250.00'
R
= 32.09
E"
= 0.04
RUNOFF = 68.00'
),
1
ETE
\\
\
\
\
\ \
FROM
-L- STA. 10+85
TO
STA. 17+60
LT
\
FROM
-L- STA. 10+25
TO
STA. 17+60
RT
\
ems\ \ \
A
FROMN,
-It STA. 21 + 75
TO
TO
STA. 23 t 70
LT
A \
FROM
� L- iSTA, 21 +75
STA. 29 j 75
RT j
V
I
SE DETAILS EET2�,AVLET
IT
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_SEE DET�� SHEET 2e- / % �/, i / - ,�ae\
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PERV�OI�S \` - J \ \\\\
\\ \ \ \ \\\ \\\ \ \,\\\ \\ \`\\ \ - //PC�to'10+24.3 Df� // /' WING-W \ \ \\ \\\
\ \ \ \ \ ` \ \ \ \ \ \ ° \ \ 11 ' _ i / / / - - --BID ALTERNATE.\\ \ ` \ \ \\ `\
\ \ \ / _ �- % / / / / / SEE DETAIL ON E@ 3 \ -- \ \ \\ 1 \
\ ` \ \ \\ \ \ \ \ \\,\T \"\ \ �a `11\ \ \' iIJ 1/, C/ i i _ // / - / // // _ _ --Two HANDIWrKNG,SPA£S\- \ / \\\.\\ \\\ s\\
\ ` P CCTg
\ \ \ \ \ \ ' \ \ j / - A Sto. 39t29.57 REQUIRED -SEE tlETAI�jH� Sk1EET
e
\ \ \ \ \ Tx PLACE CON
CR\AR
ELSTOPS \ELL/- - - -- - \\\' \ \ \ \ \ ,'%G / , / / '� i / PER DETAIL OFtS T\ \\\ \ \ \ \\j ///i/ '__\,- - % / T5 WH�ELSTOPS PL E OF
/ _ �_, i - - - - PARKING `LOT. \ EL
1
v A PROP�gSED-DITCIi 7r Vv _ \ \ V ��// / \ - %'R 20.0' / / - ��_ 1 v +T2 5VAA v / //
\ SEE,pE3AILi v- �V�� - / / ' % - - � - �� - - v -- v v 12:00 L
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00
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VEE A\ �� �v �i 12 C 9 CIkOOSED�
LET, -- LITE/S/2+12 RESTRS M /I
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_ J
I
777
9
- \ \ - - - -I- - + 72.95 Due�os
- - 0-00 -RT
\ r-3 ��
\ — - - - L-ST
E D CONSTRUCTION
i
xa22.a v� vvv // // / / 3� E � '--_END PAVING
\ \
-v\ \\._ —raze // / �. �/ / L---STA,42+1-9.
X 8214 _ - / PO Stgi 10+00 0 -DR- IPT Sto. 41+06.15
EDGE OF ' 2.5"
PAVEMENT
GRASS (UNLESS
OTHERWISE Y
NOTED ON n PLANS)
18' LIXJG PARKING SPACE
PLAN
TI 0 FI
GRADE
II z• MIN. zx9�us
%fi REEAR-18' MIN. LENGTH (TYPICAL)
PRECAST CONCRETE WHEEL STOP
NTS
0 ACCESSIBLE
RESERVED
PARKING
o
MAXIMUM
0 PENALTY
f $250
TOTAL PARKING REQUIRED MINIMUM NUMBER
SPACES PROVIDED OF ACCESSIBLE SPACES
1 TO 25
1
26 TO 50
2
51 TO 75
3
76 TO 100
4
101 TO 150
5
151 TO 200
6
201 TO 300
7
301 TO 400
8
401 TO 500
9
501 TO 1000
2% OF TOTAL
1001AND OVER
20, PLUS ONE FOR EACH
100 OVER 1,000
p 1 1 VAN HC SPACE PER 8 REQUIRED
i ACCESSILBE SPACES
® 18'
m
OR GALVANIZED STEEL 5-0' OR
U-CHANNEL SIGN T -0 12
POST-2LB/LF (TV)
SLOPE TOP OF CONCRETE
FOOTING TO DRAIN (TV)
1. HANDICAP PARKING SIGN (VAN
ACCESSIBLE)
2. RESERVED PARKING SIGN
1 MAXIMUM PENALTY $250
HANDICAP PARKING SIGN
EACH SPACE SEE DETAIL
NOTE:
1.
THE RESERVED PARKING SIGN IS TO BE 5'-0'
IF THE PEDESTRIAN PATH DOES NOT PASS
UNDER OR AROUND SIGN IN ACCORDANCE WITH
NORTH CAROLINA STATE HANDICAPPED
ACCESSIBILITY CODE
GINUC
`�
2.
THE RESERVED PARKING SIGN IS TO BE 7 0'
IF THE PEDESTRIAN PATH GOES BY, UNDER, OR
AROUND THE SIGN IN ACCORDANCE
11' HC
HC
11'SPACE
EWTH
NORTH CILITY A STATE HANDICAPPED
D
5 SPACE
SPACE
ACCESSIBILITY CODE.
VAN
5'
6' rYP.
VAN'
� y9'
SPACE'P.
HC SPACE'
ACCESSIBLE PA E
L
LL.I
LL
a
W
JO
Lu
w
1F 4
J^�
v /
V /
=
L.L
Lu
LU
a
>
U-)
0.
Q
'r
U
2
\ -- -- -- -- _ / f \ \ — REVISED STORM DRAINAGE ACCESSIBLE PARKING/SIGNAGE DETAIL DO NOT USE FOR CONSTRUCTION
627.5
\ \ \ / � / � \ \ 2
- --
840 84 0 R � @1 FaYett ulb, 4st
6W@48
y i Raleigh, NO 2760
T 919 380.875
www.stewartinc.co
e
i
P1 34+30.00
EL _ 771.76'
VC 600'
K=4/ i
790
_780
34 35 36
P1 = 40+00.00
EL 817.36'
r VC -, 200'
r
K = 29
—
.00
0000/
00/ - DR- 10+00.00 = END GRADE
-L- STA. 40+92.89 -L STA.41+26.15
/ EL = 818.28 EL 818.62
/
/
37
38
39
40
41
42 43
STEWART
820
_ _ 8.10_ SCO NO.:
10-08926-01
000_ DATE: JANUARY 31, 2014
REVISIONS:
NO. DATE
- 1 6/13/2013
2 1/31/2014
Approved$tormwaterP6,j-rIDocuments _ConatrucWoh Indocuments
. accordance with these Is PROJECT NO.: -_ _-. _...
rred &Y the star ter permit. North Caroline
it requke that the stormwater system designer
Ins pect during conatrrrdion; ce mp is ne wdIh witi-a the _..... 7.00.. H12001.00
plan s and specs; and cerMY compliance wdh the
Stormwatar rules. (15A NCAC 2t1.ttl DID)
Date
Permit ,�fc 3
#
b Division of DLMtR SCALE:
..Sheet #-Revision Dsta _.....
770
6