HomeMy WebLinkAbout20140090 Ver 3_EC Plans and rainfall data_20170509I
I
1
t
, ___________ ______'_________'_______'
_______'_________________
i �
i p
i �` PROIER REFERENCE NO. SHEEf NO.
i �
�1-2579� EC-44/CONST.7
' m �"" � Place Matti�g for Erosion Control WW SHEET NO.
� on Slope QS WOik AIIOWS. ROADWAY DESIGN NYDRAUl1C5
� L Sta. 521 + 50 to Sta. 523 + 50 Lt ENGINEER ENGINEER
' MATCHLINE -
' DET 4 1'z - STA. 15+61 SHEET 22 �
�
�
/^ �dor +o scaei- H GOSPEL UGHT v�
� l�� . APTIST CHURCH � � I a � � � 4� X 2� X 3
' � � � �' � w � 1.5 inch Skimmer � 2Z x 10 x 3
1 � N e�d - D � �,�F* Sioca 6 C - a I �.rJ inch Skimmer
�} , o �. f� with 0.75 inch
� ( """. o= Ft. - - --- 1- � ', Orifice Diometer � �'✓ith 0.25 inch
��� L�� D= 5 Ft.. SPKIAL DRCH GRADE � � ' p F GR J � Orifice Diameter
� �o � SEE PROPILE FOR G E � 6 N. W@If
� EMMA-A7, 1NHISENHUNT / 4 ft. weir
� FROM Sf 17+75 70 512+50 - LT �' ID 7'•1B � �� ],4g
� Place Matting for Erosion Control T-Y2-PTSto. 17+6878 '� �� l � W `f�,,' 21
� � on Cut Slope as Work Allows. � � � � � � \
i `r i i n
� L Sta. 515 + 50 to Sta. 518 + 00 Lt eoeeaT .,. o�� � � ' �
i ILENA 8. DILLO S \� �� � � / GO X ZO X.3
� INSTALL MATTING FOR 1 �' ��i�, /�3� °' i � ID 7.1F N �
� EROSION CONTROL IN THE 30 x 12 x 3 O �, 03 ,�
� PROPOSED DITCH LINE. �D 6.1a,6.1b,6.1cF � � J
� I
; '` _ '-- ------- �`' i "� � \
� �--- ----- ` 4 � �� �� �
' � TOE P IECfION /
� � ur� N' DRCH `�\ BEGIN APPROACH S �� � f �� � c 5'B' RIP
' SEE D nnxa -y2- POT STA18+8159 � � ESC 51 TO s
i
' � 2 V �.139 SY
' C � � R ' SEE L8
; i r
e, i
� P� 2 BE BRIIJGE - o z� .
� �p0�9' -Y2- T STAI9+Q7! «. �,d o� �� F H DRCH �
�
m
v
�
�
�
a
u
w
�
�
u�
N
/
��
00
N L
Z >
�C
_�
F
E U7ERAL N' DRCH �, E�
'�cf55 SEE DETAIL8� C ��sa. �
CWD'_""
�CW� CWD�`� �� '�
-- — cT��C �/'/�� ,. �/
i� /���
p F
.p - _ n
N � ~
�° �
0
0
+ l2PS.
N
V1 0" CF FS 74"
F -L-
� l2'PS. �"
� 77
J �_ _ '� _ �
Z � —
J
_
U —
�irPs. �
��' F ��,
� � 300' 7AP!
C �
� \� �
�^`_CWD«- CWD«-«- �._ `-1�
HTR
CSP M
ElBOWS
._cWoB �
�
CSP Wi \ _
� �b�
� �____ i
�
:J'
I �� l�:_'v"� Y�f� I � � _
W � � /.
d I
c �' /
�
� C ���I \``�\
SBGSBCSTA 18+60 -Y2- LTBRT ` � �
�a��n,Anr�nT� 991
n
�EGIN -BEGIN BRIDGE
CW.FENCE �NORTH CAROLINA DEPARTMENT
TRANSPORTAT10�
��
� P5. ` `� , � 2p (�j-
, , � !95' � �� � 2,
�� aeci,v \ ; �;
�WYY. FENCE '
RONALD H. WALKER
WILMA D.WALKER -L- POT ST,Q� �-
-Y2- POT ST ' 0+2021�` - - - - -
r - � � � 23 sxEW = �osA6�Q6' - c \ f
� �, ,L,_---
�_ �� �
��__/� r
S � �
i )— - � �1
, �i
� ��,_ � ` �
� . 'l.� ��'�`a� � �
. . �/fid • ! �I'
.�. . � �
: � �
.
�
• - . . . . . . • . � � .
• .._ . . . o
. 1 . . 1 1 ' �ll� .� ,, �rs'��'
��l�4 �;:,,,�.
lO���'I'� ' � •
! \ 1 � ' � E •. J'- � '
30 x 12 x 3 �`\-y`�\ w,A,�KER�Do�'—
ID b.1hF � `"'L"'u'`v
��ROBERT J� REY BAF9ER /
� LOT i0
ROBERT JEFFREY BARB\
ER
LOT 09
\ END BRILJGE 25
-Y2- POT ST
�
SEE pJL ,R9
ESf. D 6CY
BEGIN SHOUIDER BERM GUTTER
SfA 521+50 �.- LT
� C
X ZO X
ID 7.1F
FS
"'�" BEGIN SBG
AA 527+50 -L- lT
l2'PS.
rrPs.
� FS/
BEGIN SBG
�x srn szs+oo �- rtr—
BEGIN SHOUIDER BERM GUTfER
STA 522+00 -L- RT
\ A2l+3q,7/ p�ace Matting for Erosion Control
__�„p__�__�__�__�__�__� � � on Slope as Work Allows.
wot to scaie� 4� /� �� � Q`' 25 \\ / L Sta. 522+00 to Sta. 524+00 Rt
C/ /
erwiun vuva.� v.ren�u o2 /
��� s.�«�una �� �TC/y�/HE ` l � c
a:Ca �.? \
ie aux wex -_ xa,va;u •
,•.�.. � STA.1q �
-�� .��.� �8j SHF� 23
ROBERT JEFFREY BARBEfi END APPROACH
LOT B
\ -%2- PO% S%142,
\
25 �
\
iHE TA80R
FAMILY TRI15T
29
--•
1
��
~t I._.. CWD
� � /4'PS� _ — _ F
�
M �
�
l2'P5.
� ����
\e� ` \\�
\
\
� � .
esr t� rd
EST 38 SY
Mod�ed SiIT Basin
Typa 'B'
48 x25 x 3
76 ft. weir
(See Tiered Skimmer
Basin Deiail)
ID 7.38
DETAIL °9
STANDA D A DITCH
INOi to Scdel
crouno � p .t� crouno
in.D- 2 Ft. u
= 3 Ft.
FROM STA 522+d2 TO 522+45 -L- LT
y�
'I'
�
48x25x3 I
7.5 inch Skimmar
with 1.25 inch �
Orifice Diameter 55 x 15 x 3
16 R. weir 1.5 inch Skimmer
(See Tiered Skimmer �,yjt{� 0.75 inCh
Basin Detail)
ID 7.38 Orifice Diameter
6 ft. weir
DETAIL tt6 ID 7.56
RO ION
f Not to SCOIp)
R
Natwd 2��5�� Slope
Groontl F�.O'
d
Lllter
tl= 2 Ft. FODr�c
Type of Llner- Class 'B' Rlp-Rop
FROM 5fA 522+00 TO 523+20 -L- RT
FROM STA 522+60 TO 523+50 -1- lT
I �� `J � . \
� y I
L_ _______
�------------------------
------- ----- ------------------
--- �
� . -------------------------
---- ----------------------------
� . ----------
�
� J
------------
� � Place Matting for Erosion Control � � PROIECr REFERENCE NO. SHEET NO.
� � � i / \ / ��'o %
' on Slope as Work Allows. i- / U-25798 Ec-asicoNsr.a
; � L Sta.525+00 to Sto. 529+00 Lt // 9�* \ \ oP�q '" �,��� ww SHEETNO.
i �OO 7( 3H X 3 +/ tt x / \ \� ,�R� '' �� � RiPRA ROADWAY DESIGN HYDpqUUCS
DETAIL 5
i
�\ s 2.� inch Skimmer .- / �ATERAL BASE OITCH I j' y� \� �� .� /�� ��\ . OY O ENGMEER
ENGINEER
i � J + 1 Not to Scale> b X � m \\ \ s-- /
� � / �/ / \
, °> •- with 1.625 inch � F„ I �
', � '�f s Orifice Diameter a`�� �o,,,a 2� p 2` r,F,. s�a,o I �� \?, ��/
o 'r . I I PH R. DANIELS
i ` o�y 21 ft. weir / 1 o I BIn3 Ft3 ft. x � \\ ,,,
!_� � / � .
� / Ps�°T ID 8.16 + 29 b= 5 Ft. �el o i �� ��
O I I�ml: �y \o\� F� � ,�'/
FROM $7p 527+08 TO 529+75 -l- LT �
� 28 x �0 X 3 y }/ FAMILYABRUST x o,^ \ �"
' 1.5 inch Skimmer / I�ml �� �� �\� ;' j
� 65x20x3�, �
; with 0.25 inch � + x �I ` '"
� Orifice Diameter I P 16 8.SF b\ d f,'� ps�=� �/
� CLEAN WATER DIVERSION < �(''� I �� c� �S-
/ � .� z
� 4 ft. weir r ��cwo��cwo��cwp��cwo���wo��cwo��cwo �X � I \ ��q Pf,� V,�.l�'�p .
� ID 8.2B y�� wot to Sca�el � I \ p ���,�p�zp' - +90.001_
� N O R .IY.Z�'.' 2eo.00•
i� �,{��\\ ,�..wg..�wnren.va�.a � X � I . N \"�\ �'-R� lCl
i NORTH CAROIINA DEPARTMENT OF ��/ � / °°"•�"°„""""'�""" m I �_ +24.47 �-
i I: / 0 9 9 56 W/ � 241A5' •
� TRANSPOR TATION �e� ,� p� _
� i�y�'� � INSTALL MATTING FOR £� I � ---- � C
� 9 9� � + -{''eX�- E20SION CONT�OL IN THE I HOWARD B.CHAMBER$---- _
� 1 � I R -�� � � EILEEN P. CHAMBERS
� L�i PROPOSED DITCH LINE. � � �\ ��- �
� R �" y N R; xo:p2:'" F fy ' _
� C � � � �.� 31
�� � 1A55 I RIP s � �'� �+
i� y 'v 1 . 3 TO � � .i- \ $\ /
� - � . -` p �.\ \ G O I - OBL?ERATE AND �Q\\ �. W � /
� \1vt s�gz '_ t CwD `O -F � / GRADE 70 DRAIN \ N
i IN4 1 I a70 , .� CWD � "_ 1��VD •—._ CWD �--•— •—«— C`N� //:'` A� d'�
EL=8 . U y� �- —�,. ESf B TONS CWD �� ,No s � Po /
i ,�py1N � ', ' E5T 21 SY FF � i� X l/ THE TABOR 6Pp�� \
� ,�{F '('��WF- F --' V - � �` � a0" csv wr2 eLSOws � � / � / / : k - FAMILY TRUST � °' \
i R
��`" E`N � _L _ qND RO� AND LUG ������/// —� X �
; �+GSOWNO p—__— I,.'J y __T—__—_�T-- `CONN/�EC�fORS�� k // / � ��� � � \
� E D SNC�U�DER BERM � �. f��' ` k �QQQQQ 2n r\ \ \ '3 YN G. SPARKS
� � S � 51'6Ti520267b75L= T` 14'PS. /� Q5j9 O FS \
i n —i ��—�T . �� —��fi1���� KA �
� -FuT DW w-sso l2'PS.
� � GY w.�RIP.T GRATE v T �_ '_ W B.J � f l2'PS. Q
W n --__ � y3� s.
S � o� / gq'' m � \
I VI � � ' . p %L A � _ \� �
i N �n _ n � .. _ ~� _
i } �� < �., < �n Q � � + � �^1Di �� �
� � tzPs. l �o' 4 _ ^' � � � o
� N 92 <� — �CP
i h 8" P-III 2" " RC -III a•, - -III � F + v7 6RA(/-350 CAT-I IZPS. n
' Q . .I � Y I_ � C _ . f0
� v~i rrFs. -� 4 5.7' p "'
Q
' � ~ � 9a � x '�'0 . \ s !2'PS y
.
I J �_ � \
♦ �
I �y „�� � : � . - \� _ — _— "- - ' - . _ _ _� T � � �� I
� - o. � o - -
i W �► `_^ 88� .: 91 � � �� J
i Z I
� • GI W�FlAT fRATc `.. � �y W
i = - I W.'FLAT GRATE -
iF --� —� —' � - —� � � —s --� ---� � —a ` I g:l , s. � �
� � 0 1� ND 59G — 4'p� / / � x � � � . \ _
' � � n �`n 528+-45 — IfT \Z�,P . I I � (�-1 _ . FS \\ \ 91% F�U-
I \ v M
i �'r �I �- � __- --� `�+' \\\\\ \ T9 " � �
' -� -C,- -___�_ __ '�,-�- o � �\� � � \ \\ � oy g
� - - � _ i� . O�. � \v � \ �CC.
� �s e .� T�l � (�j m � -- i r - !/ .� '.`�. ��t � e.� � -. -
i ��-' °4 / f I " e0 � \ � � ' . s.� �� f � \ � `o�\ • � � � \ d�\ �. 'y'qy �
Ip V ; NC �i \ `• x � � � - �. J "�,' �',y� � q���Q9�S -.
� � I LL IN PONO � H ��/ '-` � EN� SHOUL�ER BERM GUTfER � �� I �t ' � " �4 —\�. � F� �5 � \ �fl \
� /S� _� SE �30 f� � F p.H STA 528+16.90 -L- RT J �p � �s y r�—�_ _ ti� 'E�% �-/ � j� . y� . �\ \.
� E PDE PDE PD - � ��� a I/ I �l- � � , R �-�-� ,- - _ ueMo - � \
PDE I Q ,j' I � �,;r. _ i ` � \ � �, � ,G � M --- J��
\ F� � � '� C 4r' s\ �
� a, — , ,
� Place Matting for Erosion Co�trol � � � --� \__�// q �\+ �p , ; �`, ', +-�3 0��/' ¢' ; ,�
�� � �/ �� , , � � , �
� on Slo 6 OS WOfI( AIIOWS. FLOATING � � i � ti �, ��3 ', / '�
P � � i ° �� �' �, � i � f
; rueaioiTv 33 x 10 x 3 � / ��—S,i ., � , �,0.� es -
L Sta. 524+b2 to Sta. 528+00 Rt � � / a �r� carE , � �. �`` � �3 , � �r�
� � \ \ / ` � � �� � � , ,�� OBUTERaTE ANO � ` „'
� CURTAM� LrJ inch Skimmer 50 x 18 x 3 � +� �` � ;/� ,� `, cR.eoe ro oRa,v � a
� �No with 0.375 inch (�'� � _, �, � , � , � � ,�.
i :�"�\ we ens� �
� Sf Orifice Diameter `v' 1 ��h / I� 8.4F � �\� wa,. , // �� � W � a i � p i f Y8� \.
i �]p
i — C �Sf L7 1 4 ft.weir �� t�\00� �� /��/ � �� � aP ��/ � � � S�y�i/i N sd
' °' � \ THE TABOR �\ �� 8.3F \� � � � / � '
�
' � f"4 \ �'A � ``�� 9 � � � ``� 1 � ��� i i
, � FAMILY TRUST S� n Q i� `�� 5°" � �
i y V� � \ � � $ �\ B.\ \ � / . / � m , `�, ( 'r' ' SO � '„ -. .Zl
)l
, � ; o� � „o � � l � � / �o� . ; � ',,' -�r ,- P
' a DETAIL '�30 � 'i/ °r �/ Q � � � p , � ' ' .\�� �% �3 � F m
� � �K FILL�OND � � WO W \ �i!+i / ,j k ` /� \ � � �,(-, �h
, w � �, .0 5�a�a� \� r � ox \ f � ,y/ � � � `�i � .\ � � � 4,� � ��
� � P�Wosea � \ \ Y 3 / Y' . // f`.] � ' � i o
; � � � o `�'ro�' � \ `�' /�{�'� �3 � ; ti o �o \ ct'����' \ ' _ ,,�3 0�� ��
i � NG EartM1 FIII � ��� �lav� 880.0 IFI f� � � e , O�\\`/ � / .- � /f./ \4,� � i ; 9 �\ �" � " `\ � `' _ -' � ����ryo� �hy,t
� / 'S/� � I 4i' � zS KO SZ N� // : y\ � � '�'��✓�. C") �� � � y�+ �p� �O
li
� � \ � � �`� . 4� . �
i C Rock Fpl � 1.0'4W. N.N.S. Elev: � (� \ ' : X / � � `, � il ` _ - ,/ � . �Q
i ... To Barm 8)99 �J \6. f-� � /\ 1 \ ��� � _ _ - , .
' a� HO � "�s. / \�o `v' � ¢ \ �� - cq"�� \ \ j �� , _ , � o��� .
o F0.0M SfA 525+00 TO STA. 528+15 �- RL�S� `�'i.�� � /=A �ryF � �Q"` � / F 'i' � ` _`r _ -' / _ - - � ' � '�0 .
m,-. �. O y � ,b'�4 X 'i- � .� - . — .ry
'; my oC.�� p�-.-LS� .�5�— Z� � , I � 1 ��� ,-��� \. ����— ---� � ° �2�0����
i o� �SV� V�N`' G 6 gK WAI��- � �L� + � C
v E p 'Y
�° 1 �� �T �/�` Place Matting for Erosion Control r, \�9�°�
� �L
; �� � , on Cut Slope as Work Allows, �3
w
' �' L Sta.531+00 to Sta.537+00 Rt �,
I �� .Q�� �� 0 �
I •ry0
I
L_________,_____