HomeMy WebLinkAboutTED4001782.53K&E 105545 9-78 MC85146
CEMENT CONCRETE COI
CURB GUTTER 5EE PF_TAI L "C
LINE ----1 SHEET 60 , + �
U ' 1 + Q
' Y 3 J N 0 f- CEMENT CONCRETE ("� a
ap U � � 0 � FRONT FACE OF 15ACtC g � � � CURE � GUTTER LINE — Q Z
iU � � � cc cr. WALL OF ABUTMENT-- tli Q W
C p SEE 11 u FRONT FACE OF ID m 10.0' TO BACK FAr F- OF
-p WF_5T APPROACH w PETAIL A /' BACK WALL OF �ZZ I WALL 04 --
u cn O ` WALL 3� co THIS SHT. ABUTMENT
l
END WALL 1
ETA IGo + 7E .73
P.TIG+6a.0
F. F6C E
ice. 'vVAL *6
STd 30 +02.40
PL bQ
�30T T) SC LLE
IC
O
0
Q
LO
�i F. FACE WALL*2LO
3 ��
N
LIMIT OF R.E \/OL'LM
ZLDIEP� BILEON
# c
' 11 WALL.- FRONT FACE J
SEE GETLIL D 3 +-
5H T UCH 61
LZ v
W
d��
J
tj
EARTHO CEDALL #'3 W/COPING -�
Ch
W
QIo
j �IW
r-4 I
^�
GEOTE�CTILE�
TC F OF 01K X W FI LTER X ---
C.LP COPIOG X�O pC pQ _ CLOTH:- � + I
0.441
E 3 F a
ids L7
E I� a 1 Fa
28.7 27 50
EIk1F. COLIC PRr-)P FIQ Gj?P .i )E
L D - TYP
2.G
1
68. 86' S9 . ECG' 22.37
CGO x E) mr n--1 1_ , LOI,J.`a
ELEVATION -WEST APPROACH BACK FACE WALL ;W3
SCALE. V'= 10'
--
aN L 4T OF IJ I BEG. WALL 1
1 r F�`E VOLLJ E t S Sid 17 * 4e>.73 19
WEST AYFF,
SEE D-T 5' i �1
Q
- LIIJIT OF —
F FhCE F,.E WAL L (5W
F�.E
- W INGWALL *7)
ail STA. 15 +05.06
U- W GRAPY WAY, J
00 O CONSTRUCTIONLINE
OF BACK FACE
Q w WA LL5
� rnav�
i
X
L: 1378. 3 S.F
0
130.61 1 (,uowc, F&cp- OF Wl�,LL
F',EILIF STF)IP SCHEDULE
TYPE LEUGTH
I.
14,
ClOxSrnm
-
197
s�,Ox 5 rnm--
84
177-
WING WALL—
PRCINT FACIE' EAST APPROACH
WALL *4
LIMIT OF I'��.E VOLUMC
33 Sd
-- -I--
.-M tia 1 wv I V , r1 ,
CON5TRUCTION LINE
OF BACK FACE F
WALL5
Q
W
1-
w
TE
W
m�
O IL
+ O
WEST ABUTMENT,
NORTH END
PETAI L -A-
R R E C LZT INTERSECTION OF
PRESTf ;E SEr WALL tl�3 WITH WEST ABUTMENT
COLIC P+'_r U NO SCAt_E
�) E oIiW-
p W O �y�LC
Q
ti
aD � + !— y i,— I.-- J Z
Q
Q O Q'O�QO �
u' o 0 -tU-O
I
WING WALL, �
GEOTEXTI LE
FI LTER
CLOTH
RE610N NO.
STATE
FEDERAL AID PROJECT NO.
SHEET NO.
10
WASH.
B R M — 1288 (2)
_T- 4v5- 3 G35
a3WIv�
CGELIEP-AL U07E5
I . ALL f �IJELrz� LKS TYPE 'X' LjULE`-,,- OTNEF,Wl'�-DE LIOTE:L .
2. D&E) 51J IS BLSED OU THE L��-UMPTIULJ T,-IU 71-4E I ALT'L.
W►TN 1,J THE. FiEIt._.1F01')CED ELF- 4 VOLUME, METHODS
OF COIUJT►w-)UCTI0U LUC) QULL'.T`i' OF PF2,EFA13R►CLTLD
MLTEF-)ILL 51-LLL c OMFOF7M TO THE MAIJUFLCTLIPZF�5
SPEC IFIC-/�,TiOUS.
3. P E W/LLL ILI CUI;�-VED SECTIO�� WILL FOP M 41 OF
C NOFRU5 TO MAATC I -I DE- 5► F1,EL2; WALL /%L I -:;q UQ E U T
4 PILES WITHiLj F-,E10170?�CED ELFTH VGLL%4E—: LL
[- F�IVELI PF�iOP TG THE COUJUTP-,UCTOU OF �-E WALL.
5. IL1 THE ARiEh, VVNU1-'.F. STFiUCTUr�,ES WkY EE WiTI--I Q
TINE PEIUFOI,CED EAP-JI-I VOLUME, �" E':IJFC�f�Cil.ka
MA Y` PtE SHIFTED TO CLE.1f� 5T(,1 ICTUP,E5.
G. 5YMbOLS
TYPE OF FLUEL ---H 4 UO OF T rE F �'
�? IUDI^hTEJ ' IC. OF TIE 7 -G nF---P ,'A
7. STATIONS SHOWN ARE ALONG GRADY WAY C, CONSTRUCTION.
S. CORK 15 NOT REQUIRED BETWEEN CONCRETE LEVELING PAD
AND LOWER ROW OF R.E. PANELS.
1q. 21' —
(ALOUG FL7-E CF WUL)
HF�I D3 -
E iC�T.
gQ - r
-- WE5T ABUTMENT,
SOUTH END F` ,S 40'i6mm IQLOA
JOINT FILLER (TYP.)
SACK FACE ELEVVIOU SOUTHWEST WING WALL.4r7
SCALE: 1 "=10'
-` REINFORCED
EARTH WALL #7
PETAL L - B-
NTERSECTI ON OF _
WALL #7 W WE5T ABUTMENT
NO SCALE
CERTIFIED WITH
RESPECT TO
INTERNAL STABILITY
OF REINFORCED EARTH
STRUCTURES ONLY.
i
This drawing contains information proprietary to The Reinforced Earth Company, and is being furnished for the
use of P Zk1T(-A i, V/ ,& D. G.T only in connection with this project, and
the information contained herein is not to be transmitted to any other organization unless specifically authorized
in writing by The Reinforced Earth Company.
111 RECORD DRi"IWING The Reinforced Earth Company is exclusive licensee in the United States under patents issued to Henri Vidal, and
the furnishing of this drawing does not constitute an express or implied license under the Vidal patents.
no /74r4u 04
00",j Iretwew" The Reinforced Earth Company
t1Mt1► Rosslyn Center. 1700 North Moore Street, Arlington, Virginia 22209
(703) 527-3434
Structure R E-IUFOF)CED E/&P�TH W/sLL
Location r EL 7LE, WG., U-IEEdR SOUTHCCl...ITEP,
S.W. GIRADY WAY E�P,IDCE PHtZE Z1T
Owner CITY OF P)- IJ TOIL , Wh. C. O.T
Drawn By W A W CONTRACT NO,
Chocked By Data 1,2- 25 - 7 G C?
DRAWING COVERS
1 3.14-07 R15+II15LD PEP.PL LU E L EV L710U 5 58 Uf 63
EGOfo C l:tawl NU I
;V. DATE DESCRIPTION
(2-/
SCANNED MR Z 4 2003