ST0301A-CS100714 (2)Page 1 of 1
Engineer - Bethel Road II - Revised Grading Sheet
From:
Caleb Thornhill <bct @ free se. com>
To:
Keith Marvin <kmarvin @coppelltx.gov >, Engineer <Engineer @ci.coppell.tx.us>
Date:
7/14/2010 3:21 PM
Subject:
Bethel Road II - Revised Grading Sheet
CC:
CPL03243 <CPL03243 @freese.com>
Attachments:
Grading Sheet GR -1 revised 071410.pdf
Keith /Larry,
I've attached the revised Grading Sheet GR -1 (SEQ 14 of 80). The north retaining wall dimensions were revised
per the grading plan provided by Mr. Berkbile's architect.
Please review and let me know if you have any questions.
B. Caleb Thornhill P.E.
Project Manager
Freese and Nichols. Inc.
w Main - 214- 217 -2200
s Direct - 214- 217 -2282
s Fax 214- 920 -2565
® Email: bct _,freese.com
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file: HC: \Documents and Settings \radloo \Local Settings \Temp \XPgrpwise \4C3DD60ACity... 7/15/2010
SrA 37 +0787, 22.001T I
I PI - - �/� 3TA 39+ 725 3175LT \
�\ INSTALL (T12) TRANSITION / TOP OF WALL= 49722 3 SIA 39 + 67, 2.00' IT INSTALL TAB
BOTTOM OF WALL = 490.00 INSTALL (TL2f imNS177ON
r
o w E 1429005.85 r STA 39 +67, 22002r i:� a3 h
STA 3fi +9537, 22.00'LT - —/ ��
�., -� „ L t-.. - "ENO ]Y C411 RAIL
INSTALL TAS = ' y
J_- '� \� g TOP W WALL 49663 G I Y I c V1. . -_ I 2 w
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E= 242912!.98
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NOTES: Z A
1. SEE DT -1 FOR RETAINING WALL W� -�
1
- — — — — — — - AND CY C411 CONFIGURATION
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n _ _ 38 +85.24 22,00'RT
STA 37 +0787, 22.00U \ �1NSTAfL 25' SGT -- \ ^ y -- J
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BEGIN TY C411 RAIL °
C01 hy� EA LQ ,� - 2 4oa�
RETAINING WALL \ I � K$ - 'STA 39 +0824, 2200'RT
TOP
TOP OF WALL 49791 - 700- SEWSJ - BEGIN IY C411 FAIL
BOTTOM OF WALL 49156 �.\ I / BEGIN RETAINING WALL \ \ 0 - ~
N= 703355809 TOP OF WALL= 497.21 STA 39 +50, 2200'LT
E- 2428861.41 / 1 \ ' \ " ` "" ' - - BOTTOM OF WALL = 491.80 ' Q P! RETAINM0 WALL
^_ /� /✓ \ `I y _`� - - — 9 - N= 7033493.85 3 TOP OF WALL = 496.72
E= 242905794 807OM OF WALL-491.72
1 \N= 70335352 I Z Z
I a• STA 39 +08.24, 2200'RT E= 242910.5.17 1 J Q
1 / INSTALL (12) TRANSITION - 1 I C)
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�ry \ 43 +6532
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eOHO of WALL -49790
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/ TOP OF WAIL 499 00 \ \.�� tV W C7
BOTTOM OF WALL - 49].80 1 S
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I _ V 1 1 �� INSrACL (IL2) TRANSITION
STA 41 +9
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I I 6 \ STA 43 +77, 19.50'LT Z
fV may _ \\ ♦ \ .\ 1 \ - IN 25' SCT
STA 41 +68. T0, 20.601T OF PROPOSED
n C) � / INSTALL 25' SGT
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STA 42 +26.68, 21.00W III ��I',
3 0 f STA 4P +98.40, 22.00 RT END NC411 RAIL \ 1 I �� STA 43 +8393 11-11, I T
9 I
PI RETAINING WALL MA TON PROPOSED BRIDGE RAIL \ I I I�'�1 IU� 1 III I I I / INSTALL (TL2) TRANSITION
g ¢ /
END RETAINING WALL III' /
TOP OF WALL= 498.19 L
BOTTOM OF WALL-492.16 TOP OF WALL =49709
N= 7033478.86 BOTTOM OF WALL = 493.09 ; ,..IIIIII
f m I l £= 2429351.93 N 7033481 17
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n BRIDGE GRADING AND GUARDRAIL l
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