HomeMy WebLinkAbout20170808 Ver 1_17BP.1.R.82_Permit Drawings_BUFFER_Final_20170630�
L
6
�—Q'—
i
�N�—
��c
o��
�u�/
�r �..
�
�
•�
`\
V
�
�
O
V
SPivA ShEEI �-A FOI� .ZnUPX D� SI lEPil S \� I� ,q� � I' ry, � I''� ��1/L � ll S 1L �lJ d 11 �� J� a 1L ��l 11 11 BTATE STAT2 PROJECI' REPEREM10E NO. O. SH6F.T3
�Q SH82T
See Sheet 9-B For Convetlonal Symbols � d�� � � z� —'
�������� �� ���������
HYDE C� U1�lTY
LOCATION: BRIDGE NO.l4 OVER RATTLESIIIAKE CAIVAL
ON SR 1108 (WHITE PLAIN RD.)
TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVIIIIG � STRUCTURE
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
GRAAHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
0
DESIGN DATA
ADT 2016 = 130
ADT 2036 = 140
K = 10 %
D = 60 %
T = 6 % *
V = 40 MPH
* TTST =2% DUAL 4%
FUNC CLASS = LOCAL
SUBREGIONAL TIER
BUFFER IMPACTS PERMIT
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 17BP.1.R.82 = 0.118 MILES
LENGTH STRUCTURE TIP PROJECT 17BP.1.R.82 = 0.011 MILES
TOTAL LENGTH TIP PROIECT 17BP.1.R.82 = 0.129 MILES
��� of Tr¢nsportotion in theNOf�/'ice of.•
ETHERILL '�`�,. - �Ao
ENGINEERING
T :`�,9�v`y,
ZOl2 ST.9NDARD SPEC7F/CATIONS
RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE
PROJECT ENGINEER
LETTING DATE:
1VCDOT CONTACT:
BOB A. MAY, PE
PROJECT DESIGN ENGINEER
JOHN S. ABEL, JR.
DNIS70N / BR/DGE PROGRAM MANAGER
GLI �°�°_ 17BP.1.R.82
17BP.1.R.82 _
17 BP.1. R.82
HYDRAULICS ENGINEER
ROADWAY DESIGIY
ENGINEER
P.E.
r.F.
�
PE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
i�
C
� O
I� I THADEOUS LEE SELBY JR.
w
A
�i
�
2 '-�' 30" RCP-IV—
(BUW%H W 20 i�)
RETAIN
SLOPE ROTEC ON �
SEE DE IL 2
�
EulSr ww I WATER PUMP�
� J F �
T3�' JS� .
rG � 4
NtBkASKA
_�._;� — —
— _ —..--- _ I5°RCP
� F
exisr ww
MEra� carE� I I I
IwETAIN ' I
��� � �
I
NYSOCKING NILDLfE SANCTUARY I
,/ y.
'ECIAL LATERAL BASE DI CH �II,
(SEE DE7AIL 1) �
:
s
�
O3 I gl
ERSEL G1. SELBY
s
�i
C
DETAIL 1 DETAIL 2 A
SPECIAL LATERAL BASE DITCH SLOPE PROTECTION �
1 No� ro s�aml 1 No� io s�oie)
ROADWAV SHOULOER AGGREGATE SHOIIL�ER
POINT � BORROW
Go�Vrol � o� � FII 1g��- ��
ra nd _� p ��' Slope 1.0'min.
F\P`g 'in
u Min. D=1 Ft.
B-4 ff. GEOTEXTILE—/ �- �RAILROAO
BALIAST
FROM STA. i1 �F 50 T0 STA. 12+-28 -L- RT. rype otu�e�- 3< roNs,aaiiaoao an�usr
1] TONSAGGR.SH.BORROW�Geo�exiile- I]Is
-L- STA.10+70 TO STA.11+-28(LT)
-L- STA. 75 �. 50 TO STA. 76 �. 671RTI
�
REMOVE
�I
WET4AND5�
�U FFER IMPACTS PERMIT
ALL WETALANDS DFTEBMW.F.D B� CL.AY WILLIS
DIV1510N ENVIRONMENTAL OFFIC-R AS WETLANDS A,B
�
y4� 2c
83 C�
�q��
c'���
5
CA7FERiNE a LARRY W.GiB85
r
e
KET 4
9ND5 POCKET B ,
_ - - _—�, JS - J
�-F---JS-��
W41 E FLAIN P Jf8 BS�
�
3 � WM 'Ar �
�, i —x— �wa° c�
�\ 1 w
' - SLOPE PROTECTION
EE DETAIL 2
�
-E
�_ �
R
V I�� �
N
�
I � i
� g
f �
o y,
fi ��
. o ��
s
I� I DAVIO C. MCLAwHORN <
c
F
O
, ----15F F'__._
F ,�_— — _. v
� ALLOWABLE��IMPACTS ZONE 2 GLI
(ROADWAY)
TEMPORARY CONSTRUCTION
BUFFER ZONE 1 IMPACTS
GRASSED LROAD SHOULDE�R)
�TEMPORARY CONSTRUCTION PERMIT DRAWING
ALL� MPACTSM(PARALIEONE 2 SHEET 2 OF 4 DOCUMENT NOT CONSIDERED FINAL
� UNLESS ALL SIGNATURES COMPLETED
IMPACTS ZONE 1
(PARALLEL)
50' 0' S0' ��00' I50'
I �� IMPACTS ZONE 2
` (PARALLELI GRAI�ItifC SCALE
� BUFFER RESTORATION ZONE 1
(PARALLEL) IN H B VAR 4'��% " �
-L- STA. 12+64.00 TO 3'-11�,'� -L- STA.13+52.13
P 7P
VA . 25:1
�AR 3,_919/, „
BEGIN BRIDGE END APPR A H LAB
-L- STA. 12+94.87 TD 3�-»�� -L- STA.13+63.00
KETCH SHOWING PAVEMENTi$TRUCTURE RELATIONSHI
SEE SHTS S-1 THRU 5-?? FOR STRUCTURE PLANS
SEE SHT 5 FOR PROFILES
��� �w= _ — _.__—.— —'._—
�
. �— -- - 12" (7vll
I_" R� _.
-_�F� F--T
\ JAMES E. MIDYETTE \
EARL D.PUGN JR
[xist ai=
—�O � JS __'—
_��JS—
—��� TO
M/OOLETOWN
UKNOWN �
— —� � — ExICT �/N
�uMES E.MiDrETfE
JEREMY T. SMITX \
r
�� ���
�j,� O
.��_ ,�_ ` o��ao � �t
� (ROADWAY)
ALLOWABLE IMPACTS ZONE 2
(ROADWAY)
TEMPORARY CONSTRUCTION
BUFFER ZONE 1 IMPACTS
(PARALLEL; WILL REVERT TO
GRASSED ROAD SHOULDER)
TEMPORARY CONSTRUCTION
ALLOWABLE IMPACTS ZONE 2
IMPACTS (PARALLEL)
IMPACTS ZONE 1
(PARALLEL)
IMPACTS ZONE 2
(PARALLEL)
BUFFER RESTORATION ZONE 1
(PARALLEL)
�+ 0' 0' 4 0' � 0' . 2 0'
GRQPI �I�C SCQI �
�I I..J�� 1! � .��. ��� � V' J J1 � �.�jj�-,
1�;. �,a ����o ��' ��4tf���iP���a�l f�Vl'1':�1�,
��� ����� ��' ���i�����t���t5
� ]��� ������ ��"
1F� lE��fl �iE;�`1Co n�l[31f�a l � lf�.. ci `?
'R�l�1L,��lIE l�IE��ID�G1E 1'��flo 1-'i
;�"y"�]E� ]E8A°Il°°�']LIE�l'�A][�1G �C�1°�1�L
Oi� 51I� 11�,� Q52�1f�T'°]['1� 1�L.b'��1'a" I��,➢
SI�I���' ,� OiP� -1
� � � 1 1 �
� �
� �
�
� � • � . � . � • � 1 •
� �
� � ���� •�•� • • • ' • • • � • •
� '� • '• C' � ��
a :.. ... ����������
a - • . , . . . . . . a�� .: ., . : ����
a .... . . . ��a��� , , „ ��
� ����������
� ����������
� ����������
� ����������
� ����������
� ����������
� ����������
� ����������
� ����������
� ����������
� ����������
� ����������
� ����������
� ����������
� ����������
� ����������
� ����������
. . � :: .: .. ���� �