Attachment_1_-_Upper_Chiquito_Drawings_&_Plans.pdf
PDF 12 MB Posted
- Attached to
- Upper Chiquito Creek Bridge Project Federal contract opportunity
- Solicitation number
- 129JGP19R0037
About this file
Attachment 1 - Upper Chiquito Drawings & Plans
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| UpperChiquitoBridgeTesting.pdf | ||
| Response_to_Questions.pdf | ||
| 129JGP19R0037_-_Amendment_2.pdf | ||
| Schedule_-_Rev_7-9-19.xls | XLS spreadsheet | |
| 129JGP19R0037_-_Amendment_0001.pdf | ||
| 129JGP19R0037.pdf | ||
| Attachment_2_-_Upper_Chiquito_Suppl_Spec.pdf | ||
| Attachment_3_-_DBA_WD.pdf |
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Text version
EUREKA
OREGON
LEGEND
� INTERSTATE HIGHWAYS
� U.S. HIGHWAYS
® STATE HIGHWAYS
SCALE
UNITED STATES DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REGION 5
SIERRA NATIONAL FOREST
CONSTRUCTION DRAWINGS FOR
UPPER CHIQUITO CREEK BRIDGE PROJECT
0 50 100 150 200 MILES
d!f At<lf.� fif gl an
11060 White Rock Road, Suite 200
Rancho Cordova, CA 95670
INDEX TO SHEETS
STATE VICINITY MAP
SEQUOIA
NATIONAL
FOREST
LOCAL VICINITY MAP
FRESNO
DOME
VIEW
JONES
STORE
COLD SPRINGS
SUMMIT
SHEET No.
10-13
DESCRIPTION
TITLE SHEET
TYPICAL CROSS SECTIONS
ROADWAY LAYOUT
ROADWAY PROFILE AND
SUPERELEVATION DIAGRAM
DRAINAGE & EROSION CONTROL PLAN
DRAINAGE & EROSION CONTROL DETAILS
CONTOUR GRADING PLAN
TRAFFIC DETOUR PLAN
CONSTRUCTION SIGNS
ROADWAY DESIGN SECTIONS
BRIDGE PLAN AND ELEVATION
BRIDGE REMOVAL DETAILS
ABUTMENT 1 LAYOUT
ABUTMENT 2 LAYOUT
ABUTMENT DETAILS 1
ABUTMENT DETAILS 2
ABUTMENT DETAILS 3
DECK PANEL LAYOUT
PANEL DETAILS 1
PANEL DETAILS 2
RETAINING WALL DETAILS 1
RETAINING WALL DETAILS 2
RETAINING WALL DETAILS 3
RAIL DETAILS
APPROACH RAIL DETAIL
OBJECT MARKER DETAIL
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FOREST SUPERVISOR
DESIGNED BY:
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DATE:
DATE:
DATE·
DATE:
A. BOYES 4/15/2016
ENGINEERING DATE:
DRAWN BY:
A.SATOW 4115/2016
ENGINEERING DATE:
REVIEWED BY:
M. PUGH 4/15/2016
ENGINEERING DATE:
SCALE: NO SCALE
SHEET NO.
T-1
SHEET
1 of 29 - -
J
306 SQYD
SEEDING AND MULCHING,
HYDRAULIC METHOD - -�
128 FT SEDIMENT WATTLE
LEGEND:
CUT
FILL
FLOW LINE
SEEDING AND
HYDRAULIC
MULCHING,
METHOD
-----SF SOIL EROSION CONTROL, SILT FENCE
------SW SOIL EROSION CONTROL,
SEDIMENT WATTLE
PLACED RIP RAP, CLASS 2
- SOIL EROSION CONTROL, CHECK
15.00' LT "U
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EL 6815.93
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EL 6811.09
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"LJ"20.42' Rt
EL 6810.31
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SEE DD-1 FOR
RIPRAP APRON
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Rancho Cordova, CA 95670
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SEE DD-1 FOR
RIPRAP APRON DETAILS
39 FT SEDIMENT WATTLE
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13+30.00
EROSION
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318 SQYD
SEEDING AND
HYDRAULIC
MULCHING,
METHOD
FT SEDIMENT WATTLE
CONTROL QUANTITIES
TURF ESTABLISHMENT SILT FENCE SEDIMENT WATTLE CHECK DAM
SQYD FT FT EA
848 166 330 8
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DISTRICT RANGER
FOREST SUPERVISOR
DESIGNED BY:
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DATE:
DATE:
DATE·
DATE:
A. BOYES 4115/16
ENGINEERING
DRAWN BY:
A.SATOW
ENGINEERING
REVIEWED BY:
M. PUGH
ENGINEERING
SCALE: 1""20'
SHEET NO.
D-1
SHEET 5 of
DATE:
4115/16
DATE:
4/15/16
DATE:
l
NOTE:
1. CONTRACTOR SHALL PROVIDE A TEMPORARY DETOUR
SIGN PLAN BASED ON MAP SHOWN. PAY ITEM 63511 INCLUDES
SIGNS, INSTALLATION AND MAINTENANCE FOR THE DURATION
OF THE PROJECT. THIS WORK SHALL MEET THE MUTCD.
LC)
LC)
DETOUR
DETOUR
NO SCALE
(t) glf .f!i;�f,'1 fitglan 11060 White Rock Road, Suite 200
Rancho Cordova, CA 95670
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FOREST ENGINEER
DISTRICT RANGER
FOREST SUPERVISOR
DESIGNED BY:
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DATE:
DATE:
DATE·
DATE:
A. BOYES 4/15/16
ENGINEERING DATE:
DRAWN BY:
A.SATOW 4/15/16
ENGINEERING DATE:
REVIEWED BY:
M. PUGH 4/15/16
ENGINEERING DATE:
SCALE: AS SHOWN
SHEET NO.
TD-1
SHEET 8 of 29 -
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DETAIL X
Steel (Galvanized) Marker Post
3/, " 16
5/ " /75
DETAIL X
S I 6,, 1 • o"ca e: = -
21/,5"
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3/, " 16
11· ·11 10 or 11 gage o/i " 16 1/,5 o/i " 16
1/j .. 16 1/j .. 16
31/,5"
SECTION A-A
S I 6.. 1 • o"ca e: = -
Face plate: Fiber glass sheet or Steel sheet (20 gage min.)
or Aluminum sheet (0.050 inch min. thickness) -----t----
1 '-0"
----+-- - � � :t-i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
----+l-&1--10 I 1 7 1<+-- 1 I I I I I
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---+� 1 I
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Rounded corners (typ.)
1 _____ Face plate
¼ "¢x ½" bolt and lock washer (typ.)
_ �Steel post
C) ,I I'<)
Subgrade
-111 111 11 1
'-I 111 111 -----'--'--'I I I ,f\l....1..1 I -'--I _
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MARKER POST iU_Y ____ � Scale: 3" = 1 '-0"
Black stripes ---------
Cover entire face with 3-M ( or equal) reffectorized sheet-�
(Left)
_____ Yellow stripes _ _,, OM 3L
TYPE 3
1 '-0"
(Right)
OM 3R
S I 1//" 1'0" ca e: /2 = -
FRONT VIEW
3.. 1· o"Scale: = -
Align edge of marker with face of rail __ --1
Approach rail_-
Traffic rail ---
STATE FOREST PROJECT NO. PROJECT NAME
Face plate g{i.9.i;1lf.�!\tglan 11060 White Rock Road, Suite 200 Rancho Cordova, CA 95670
SHEET
TOTAL
SHEETS
'--1-1.-- Bottom edge of face plate to be above top rail
(typ.)
,--------� End of
Road face of rail-- ----------
Retaining Wall
Position Guide post marker
Steel post -----1T1I near end of Bridge
FRONT VIEW PLAN
MARKER LOCATION
S I 1 7
/" 1'0" ca e: /2 = -
U. S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REGION F'IVE
UPPER CHIQUITO CREEK
BRIDGE REPLACEMENT
OBJECT MARKER DETAIL
SCALE: BRIDGE SHEEI 29 OF. 29
--------�""", • ....,""""""",."'"NIS""""""'■...,�NO�E'AR"'"LER�DfflS�...,;:.=;:..._------1
DRAWING NUMBER
REVISION 1MR1C
NI> OOE
Upper Chiquito Final Roadway Plans 22x34
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