100_075_U5808_RDY_psh_05.pdf

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-L2-
CURVE DATA
PI Sto 55 +77.17
PI Sto 62 +10.64
A =
42* 12' 08.0"
(RT) 0 =
8* 11' 40.4" (LT) I I
D =
3° 49' //.0"
D =
3° 49' //.0" I
L =
1,104.85'
L =
2/4.53' III
T =
578.84"
T =
107.45'
R =
1,500.00'
R =
1,500.00'
e =
0.03
e =
0.03
RO
= 114.00'
RO
= 114.00"
3
KILLOUGH FAMILY FARM 21, LLC.
DB 5867 PG 694
PC I PG 101
Pipe or Dit
Outlet
A
Square Prefc
Scour Hole (
(Rip Rap in
basin not sh,
basin not sh,
-RR2 - POT Sto. l0 +00.00
+ 45.00 -1-2-
186.00' LT
+ 50.(
-RRI - POT Sto. l0 +00.00
I
-RR3- POT Sto. lO+OO.00III
-L2- POC Sto. 55 +00.96 'I =
-RRI - POT Sto. 11 +24.52
+ 12.90 -1-2-
145.00' LT I
(EXIST. CSXT R/W)
135.00' LT_
/
F
/
HW i I
LATERAL 'V' DITCH
SEE DETAIL 1
n 501 TYPE -III
Z F
TB 2GI
(P �// N, 2GI TYPE -III
503 ELBOW
• � O cfr
CLASS I RIP RAP
EST.15 TONS
1- EST.30 SY PSH SEE F
GEOTEXTILE _ DETAIL PI
ELBOW
0'
5�4-
F
V '/
R
^ + 88.06 -L2-
V 130.00' RT
\ (EXIST. CSXT R!W)
----------------
LATERAL 'V' DITCH
,� SEE DETAIL 1
I EST. 279 CY DDE
44
44
I JAY P. ROSS
44 DB 6293 PG 238
I PC I PG 101
-IV- 44 -IV- 4v-
DETAIL P1
PREFORMED SCOUR HOLE
*NOT TO SCALE
SECTION A -A
INSTALL LEVEL
AND FLUSH WITH
NATURAL GROUND
PIPE (d = 15" OR 18")
S�
OpF rD
INFLOW PSRM
LNATURAL
- I GROUND
LINER: CLASS B
RIPRAP WITH -- MIN. 1' TUCK
FILTER FABRIC 3/08
-L2- STA 52 + 40 (RT)
-L2- STA 56 + 62 (RT)
-L2- STA 60+66 (RT)
50:1 GUAR�RP
0
WOODS
1
II r
D
O
WOODS
200' CSx
TRANSPORTATION
R/W
,'N ROADWAY DESIGN HYDI
ENGINEER EN(
I 2SMBUS
/ I ��
/ I
a
I IOOD
� I N DOCUMENT NOT CONSIDERE-� = wBST �p UNLESS ALL SIGNATURES COI
�� \ � 8 C G �� p-- ® IIIE.Harge
__ I -� - I n t Raleigh, Not
Z - - - P��� - _ Mead I I u 1 1 ` 919- � 4-867
=&� - - NC Licer
r + 95.61 -L2- �cA R/ARgA � C _
O 140.00' LT ��� DO NOT DISTURB DETENTION �- P E
(EXIST. CSXT R/W) -S II F� �Gell12° RCP �� =T= _ -w CB
<� POND.FUNCTION lON OF POND I S R,L� �o�c, FES _ _ ��- = 22' BST - 18 C& G ,L
TO BE FULLY PRESERVED. (PRj E= _ _ P,S§ - -�E o + 96.34 -L2- _ _ E
120.00' LT +75.00 -L2- - - - - �-
o (EXIST. CSXT R`W) GRADE SLOPE TO DRAIN \ 2g„ FES RIPRA 15° RCP 90.00' LT - -
I AWAY FROM EXISTING OONO _ -S - -
ro I WOODS DETENTION POND BERM - - - -
DUE (SEE CROSS SECTIONS) +75.00 -L2-DO NOT DISTURB
o I DUE 115.00' LT MANHOLE & 30 RCP E
II � -`� - � � � � DUE 24" RCP +50.00 -L2- -
6
F W - _ _ DUE 100.00, LT -L2 PRC Sto. 6/+03.19
A
+50.00 -L2- LTON PROPERTIES, LLC.
m I EIP - - - DB 4747 PG 659
n �-------- 64.21 LT
I J � C
I I I 520 0° N59°00'
- _ - - _ 36 "E - - -
n 967.95'(T) F L/F - - WOODS
521
ITYPE -III --- 00 \ - - _ - W
Uj
+ 00.00 -L2-
505 < �(/F 86.02' LT
o TB 2GI \ F
>_ R W
I I N WOODS 15" RCP -IV �/ W I 2GI - B 15 RCP \ CB GREY T(,3 - F
TYPE -III 506 509 O
I I ELBOW
I III J 510 � \� , , � 517 CB
Ui
CLASS BRIP RAP 2GI / RCP lV O O CV)
I I EST. 2 TONS
PSH SEE EST. 7 SY GEOTEXTILE \ -12 � /5.,
( ( I I DETAIL PI F S55°22'53"W EIP /� 2GI RCP O 515 CB
1 F 507 ELBOW - - - - - - - - - - _ - - 93.31' _ _ - �/ 38 511 /V 511 ~ N 516 CB
UN I -I _ - - - - 2G1 BL-13 O o Q
( I II rtA/ �� �\ - - - - - - ELBOWS CAT-1 f~^
PDE / / \ \ \ W F PSH SEES END SBG RT
> I I -L / / 82.5 DETAIL PI - T A 1 + 7 I
+ 40.002- + 85.00 -L2- / + 00.00 -L2- 32, + 60.00 -L2- L2 S - 6 83.0 N
128.76' RT 125.98' RT \ 95.00' RT ��� 85512
140.00' RT 137.00' RT / \ \ % \ .19' RT P _
�-\�c \ \ 95.00' RT �E F
II (EXIST. CSXT R/W) 00' RT` \ SST \ o \
\ + 95.00 -1-2-
-RR2 POT Sto. l2 +50.00 / / z
83.50 RT
D \ / � \ � o, °� \ 95.00' RT
I /
o -RRI- POT Sto. 12+50.00 °��° SST / �S \\ /��°�� \ TOWN OF INDIAN TRAIL TJ
BL-II I / w ti� Ao / \�/\ A) \ i
/ / DB 5468 PG I r ,
`b / CLASS B RIP RAP Il �' PC M PG 830 U
wooDs -RR3 POT Sto. 12+5 .00 / 0` EST. 2 TONS
• I I / � EST. 7 SY GEOTEXTILE
'TOWN OF INDIAN J/RAIL
II PCB M 468 PIS / DO NOT DISTURB / \
TOWN HALL PARKING LOT
2SBKBUS \\ 5822 . 44
401
BEGIN APPROACH SLAB APE o
_L2- ST A. 53 +54.25 Ln
+C) 5001 GUARDRAIL TAPER
40' BEGIN BRIDGE TYPE -I
AP E R TTYE-1
STA, 53+78,25 r\
TOWN OF �
INDIAN TRAIL
DB 5468 PG I
\� PC M PG 830 / o
TYPE -III FROM -YIA- STA. 11+75 LT TO -L2- STA. 54+00 LT
91` 22' N O 78� 032 1 \ \ \\ FROM -Yl B- STA. 12 + 00 LT TO -L2- STA. 51 + 90 RT
FOR -L2- PROFILE, SEE SHEET 8
TYPE -III O 50 '� C � �/ O'400�
APER
BRIDGE APPROACH SLAB
L END APPROACH SLAB
-L2 STA. 56 +47.66 FOR INTERSECTION DETAIL, SEE SHEET 28-2
50' o ► ( ' END BRIDGE FOR STRUCTURE PLANS, SEE SHEET S -1 T HRU S -56
AP E R -L2- ST A. 56 +23,66
EIP