HomeMy WebLinkAbout20140133 Ver 1_Chowan 34 Powerline Relocation- revised_20150430�
�
•
�
•
�
�
�
0 �
�
��
�
�
�a
PROPOSED 3 FTe
BASE SWALE W/ PSRM—
BEAVER HILL CEMETERY SEE DETAI� `A'
TOWN OF EDENTON
DB B-2 PG 276 CLASS 'B'RIP RAP
O2 TON W/ 7 SeYe
m W„ � �WX GEOTEXTILE (TYPe)
/ ', � PJI ;
�������������w�.��w� �������w�.�l ��w�.Il���w�. BTA�LI 7� AOACH SLAB
�� �w: �w. �� � � 1� II �� I�
LN PAVEMENT EXISTING..
10+50v00 —L— "�WATER LIN
48"-60" HIGH BRICK WA��� a
+TO US 17 BYPASS
,- � c
EXIST R/W,� 4' CONC S/W
� � � 2'=� CZ�G
M >'
ti �
_. _ �
PP
EXIST R/W
�� , �
�
, .�
�
I
_
F
\ W DS TOWN OF EDENTON
� � � `t,� W00 OLD TOWN DUMP
�w �� �� �w �� .� w. I�� �� �� � �... �� �� �� �w. �w. No �EEO REFERENCE
87'-4�/p"TOTAL LENGTH
SI � FIALONGC� S�RVEYL LACE SITE 2
h.
� 36'-2��4�� T � 51' 2��4�� ��.
� SPAN 'A' SPAN 'B'
//
,r
8 p j �„„,,,��— --_-' -- C B C B
�b�"��
.��„
� S„� °' —L— 5 76° 56' 03e6"E
1234, We ALBEMARLE ST 23e5' BST 18"RCP— IV
� �.� —_ ___ -- W ._-- eB-
�___�_ � .
--- ---- —
� — — ��
��— C _ .
i ����
GR �ENGTH = 68'-9"J
(TYPe)
SITE 3
WORK POINT 1
O STAe ll+85e81 —L—
S
WOODS
SAMUEL FELTON (HEIRS)
DB D PG 529
���� EXCAVATION = 3,185 SF
� DENOTES EXCAVATION
IN WETLAND
F F DENOTES FILL IN
WETLAN D
� DENOTES TEMPORARY
HAND CLEARING
� 30
` 20
Vo �o ____
� /1-- — ---_ —
E O L
— APPROXIMATE
—10 NATURAL GROUND
LINE
� _
�
O" 10+00
V=
DRAWN BY :
CHECKED BY :
unrE e
DATE :
S I Ae ll+�Setil —L—
WORK POINT 1
FILL FACE END BENT 1
GePe ELEVe Se25
—�—"�
�
STREAM & WETLAND IMPACTS
/
PROVIDENCE GRAVE YARD
DB I—A PG 2439
W/�GEOTEXRIP�RAP � Q�o=2 4 �p$
cTVPe� woo�s V,p =1.21 r_` _
SLOPE STAKE
LINE (TYPe)
TYPE-350 GeRe ANCHOR
(TYPe)
• � - i� � I� /.�"" ;��r -,..r ��s%I�iy�/�l.li
�. �� .a_ „����
,,,,��:ei�er�LLSi+� � �
mw��wl��i� �� Ili�'� . . . -
uluul�lllliimiiooi"'"i����illimmi.:.:,� ,�:!�:� �_ ;_... - - �^-_
s�u.uunimu�n. uiim i��� Tra�.�r
mm�'iiuououw ���� —
U� ':: �� �
� Y�� j , �
I� III'd;;��'��'3 �
��m�IIIIN���i�� iiom00000r�• i �ui _�°—
�Y� �iui u�� —� � —; „w,�,,� „���----- . � :_— ; - �,�,�
7�Q � �
W �
�
iv i c i�i -� � vvurtn ruliv i �
2v00 —L— �r� STAe 12+73e19 —L—
� 1 � ����'�
J � � UNCLASSIFIED
STRUCTURE
P L A N EX�A�ATI°N
(TYP.)
� DENOTES GEO—TECH BORE HOLE LOCATIONSe
� DENOTES TYPE III GUARDRAIL CONNECTION REQ'De
SEE "GUARDRAIL ANCHORAGE FOR VERTICAL
CONCRETE BARRIER RAIL" SHEET.
NOTEeGUARDRAIL LENGTHS AS SHOWN INCLUDE ANCHOR UNITSe
FOR PAVEMENT LAYOUT & R/W LAYOUT SEE "ROADWAY DETAILS" SHEETe
J I He 1G*LG.VV —L—_
WORK POINT 2
� BENT i
i, i, STAe12+z9e50
I I —L—
��� ��� ELEVe Oe80
LOW CHORD �� '� 1�/Zel SLOPE
ELEVe2e62 � NORMAL TO
, �, CAP (TYPe)
I NeWeSe
E�E�. �e2o , , E�E�e _ovo�
F'�� F ���
STAe ll+74.81 —L—
BEGIN APPROACH SLAB
F
HP 12 X 53
STEEL PILES��
(TYPe)
1'-0" MINe
EARTH BERM
(TYPJ
HP 14 X 73
GALVANIZED—
STEEL PILES
(TYP. U.O.NJ
ii+oo
�DENOTES UNCLASSIFIED
STRUCTURE EXCAVATION
3'-6"
(TYPJ
% � — — �%'2_"/.'
` _ �' �
WeSe ON DATE
OF SURVEY
ELEVe —Oe50
�ziiiiiz�
EXISTING
SUBSTRUCTURE
. i�-7�� To
UNCLASSIFIED STRUCTURE
EXCAVATION (TYPe)
IF
STAe 12+73e19 —�—
WORK POINT 3
FILL FACE END BENT 2
GePe E�EVe 4e94
LOW CHORD
ELEVe 2e33
cT� ,��o� ,� _� _
_�„
CLASS II RIP RAP 2'THICK W/
GEOTEXTILE (TYPe)
iz+oo i3+oo
PROFILE ALONG � SURVEY
SCALEe 1"= 20'
F = FIXED END
�
�,�.._w,�
END PAVEMENT
cTn in��F nn _i
._. m .�.,___ __._ PP
"""' EXIST R/W
7
CB CB— g �j — . —�
2'-6" C&G
18" RCP—CL IV TO NC 32 `�'
—: , �
CB CD ° "'
2'-6 C&G _ --- -- W N
— ---- ---- — -------- —F
EXIST R/W
–_' R ---
` GR PARKING EXISTING
— ACE GRATES �� WATER LINE
P ROADWAY ��
STDe 40v03 \_
(TYPJ _____'_
— —___ ', ---
EXISTING POWER LINI
TOWNTCI'P E��o�REMOVED
FILBERT'S CREEK PARK
CONSERVATION EASEMENT
DB 268 PG 709
PLAT CABWET I SLIDE 193B
EXISTING BRIDGE Noe34
24'-0"CLEAR ROADWAY
SPANSe 1 Ca 20'-6"
REINFeCONCeFL00R ON I—BEAMS
END BENTS—
RC CAPS ON TIMBER PILES
TBM1
RR SPIKE IN BASE OF 18"WHITE OAK
40e80' LEFT OF —L— STAe 11+11e91
E�EVel0e29
NOTES
1) MODIFIED METHOD II CLEARING AND
GRUBBING
2) CHOWAN #34 WILL NOT RE4UIRE
IN—WATER WORK MORATORIUM
3) FILBERT'S CREEK IS A BLUE LINE
STREAM SHOWN ON THE EDENTON
USGS QUAD MAP
4) EXISTING BRIDGE DIMENSIONS ARE
L=21 FT. x W=26 FT.
5) PROPOSED BRIDGE DIMENSIONS ARE
L= 85 FT. x W= 39 FT.
WETLAND EXCAVATION TEMP
IMPACTS IN WETLAND HAND
CLEARING
SITE 1 0 SF 91 SF 58 SF
SITE 2 973 SF 72 SF 650 SF
SITE 3 0 SF 19 SF 122 SF
TOTAL 973 SF 182 SF 830 SF
40' 0' 40' 80' 120'
� GRQPHIC SCQ�E
100 YEAR
HIGH WATER HeHeWe
ELEVe 5e11 �E�EVe 6e90
MILLIN
LIMIT
PLANS PflEPAREp BY:
i4+oo '"
�MUI....K�Y
pG,30�G�[��� DG3Q�D�IC� � � ERaff�o�e��,a�ra
�� ��p ��� ff�� ����p���po�� ,,w,,.M��ke.���.�oM
PROJECT N0. 17BPe1.R.36
CHOWAN COUNTY
STATION: 12+29.50 —L—
REPLACES BRIDGS ANOF3o TH cAr���INA SHEET 1 OF 2
DEPARTMENT OF TRANSPORTATION
Rn�EZCH
GENERAL DRAWING
BRIDGE ON SR 1234
OVER FILBERT'S CREEK
BETWEEN US 17 BYP, & NC 32
31'-0"CLEAR ROADWAY - 90°SKEW
REVISIONS SHEET NOe
N0. gY: DATE: M0. BY: �ATE: 1
� � rora�
SHEETS
l2 C� 3 6