DRAFT_Anderson_Rd_Drawing_Set.pdf
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Draft Anderson Road drawing - sample project
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| File | Type | Posted |
|---|---|---|
| DRAFT_CLIN_Structure.pdf | ||
| DRAFT_Roads_Project_Description.pdf | ||
| DRAFT_MOTCO_Roads_Map.pdf |
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US Army Corps of Engineers Sacramento District
PN - 88765
CALIFORNIA
MILITARY OCEAN TERMINAL, CONCORD
SPEC NO. : 2030
MOTCO ROAD REPAIRS
ANDERSON ROAD
100% DESIGN SUBMITTAL
PRELIMINARY
NOT FOR CONSTRUCTION
DRAFT
AutoCAD SHX Text Drawn by
AutoCAD SHX Text Design File No:
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SACRAMENTO DISTRICT
AutoCAD SHX Text Chief, Design Branch
AutoCAD SHX Text Approved Functional Adequacy
AutoCAD SHX Text Prepared by
AutoCAD SHX Text Spec No.
AutoCAD SHX Text Submittal Status
AutoCAD SHX Text Designed by
AutoCAD SHX Text Date:
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AutoCAD SHX Text Date:
AutoCAD SHX Text Prepared Under the Direction of
AutoCAD SHX Text Chief, Engineering Division
AutoCAD SHX Text Approved
AutoCAD SHX Text District Engineer
AutoCAD SHX Text Col. Corps of Engineers
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AutoCAD SHX Text B
AutoCAD SHX Text A
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AutoCAD SHX Text Chief, Civil Eng Des. Sec. A
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MOTCO ROAD REPAIRS
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ANDERSON ROAD
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TITLE SHEET
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AutoCAD SHX Text 675-05-0150
AutoCAD SHX Text G-001
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MILITARY OCEAN TERMINAL CONCORD
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CALIFORNIA
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P. CHANG
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P. CHANG
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100% DESIGN
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PETER VALENTINE , P.E.
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PATRICK SCOTT TINCHER, P.E.
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19 SEPT 2016
AutoCAD SHX Text /s/ RICK L. POEPPELMAN, P.E.
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DAVID G. RAY
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12 SEPT 2016
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DISTRIBUTION STATEMENT A APPROVED FOR PUBLIC RELEASE; DISTRIBUTION IS UNLIMITED
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19 SEPT 2016
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DESIGN BRANCH
DRAFT
COE SHEET NO.
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DRAWING TITLE
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GENERAL SHEETS
AutoCAD SHX Text G-001
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TITLE SHEET
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SCHEDULE OF DRAWINGS
AutoCAD SHX Text G-003
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PROJECT LOCATION AND VICINITY MAPS
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SURVEY SHEETS
AutoCAD SHX Text V-100
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TOPOGRAPHICAL MAP
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TOPOGRAPHICAL MAP
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TOPOGRAPHICAL MAP
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TOPOGRAPHICAL MAP
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TOPOGRAPHICAL MAP
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CIVIL SHEETS
AutoCAD SHX Text C-001
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CIVIL ABBREVIATIONS
AutoCAD SHX Text C-002
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GENERAL NOTES
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PROJECT SITE PLAN
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DEMOLITION PLAN
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DEMOLITION PLAN
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PLAN AND PROFILE
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PLAN AND PROFILE
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PLAN AND PROFILE
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PLAN AND PROFILE
AutoCAD SHX Text C-191
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STRIPING PLAN
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STRIPING PLAN
AutoCAD SHX Text C-301
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CROSS SECTIONS
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CROSS SECTIONS
AutoCAD SHX Text C-501
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CIVIL DETAILS
AutoCAD SHX Text C-506
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SIGNING AND STRIPING DETAILS
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SIGNING AND STRIPING DETAILS
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ELECTRICAL SHEETS
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ELECTRICAL LEGEND
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ELECTRICAL SITE PLAN
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ELECTRICAL SITE PLAN
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ELECTRICAL DETAILS
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ELECTRICAL DETAILS
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SACRAMENTO, CALIFORNIA
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CORPS OF ENGINEERS
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DEPARTMENT OF THE ARMY
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AutoCAD SHX Text Reviewed by:
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AutoCAD SHX Text Sacramento District
AutoCAD SHX Text US Army Corps
AutoCAD SHX Text of Engineers
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SACRAMENTO DISTRICT
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IN-HOUSE DESIGN
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1325 'J' STREET
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SACRAMENTO, CA 95814-2922
AutoCAD SHX Text A
AutoCAD SHX Text Border Revised 07/15/13, COESHTD2.DWG
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MOTCO ROAD REPAIRS
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PN 88765
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ANDERSON ROAD
AutoCAD SHX Text G-002
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SCHEDULE OF DRAWINGS
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MILITARY OCEAN TERMINAL CONCORD
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CALIFORNIA
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P. CHANG
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P. CHANG
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E. JULIAN
AutoCAD SHX Text /s/ Section Chief
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AutoCAD SHX Text 9/12/16
AutoCAD SHX Text 675-05-0150
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100% SUBMITTAL
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ANDER_G-002
AutoCAD SHX Text 9/15/16
AutoCAD SHX Text
AS_NOTED
Chief, Civil Eng. Des. Sec. A
STATE MAP - CALIFORNIA
SCALE: NONE
PROJECT SITE MAP
SCALE: 1"=2000'
LOCATION MAP
SCALE: NONE
NOTES:
1. CONSTRUCTION CONTRACTORS MUST ACCESS THE BASE THROUGH GUARD GATE 2. HAUL ROUTE IS AS INDICATED.
2. DEMOLITION AND DISPOSAL TRUCKS SHALL LEAVE THE BASE THROUGH GUARD GATE 3.
3. WHITE, JOHNSON AND RINQUIST ROADS ARE DESIGNATED FOR ONE-WAY TRAFFIC ONLY. ANDERSON RD AND
TAYLOR BLVD HANDLE TWO-WAY TRAFFIC.
4. UPON ARRIVAL AT A SECURITY GATE, ALL VEHICLE OCCUPANTS WILL BE REQUIRED TO SHOW IDENTIFICATION
BEFORE ENTERING THE BASE. A PICTURED IDENTIFICATION SUCH AS A DRIVER'S LICENSE WILL BE REQUIRED. BASE
ACCESS BADGES TO BE REVIEWED DURING PRE-CON MEETING AFTER AWARD.
5. SPEED LIMIT: UNLESS OTHERWISE POSTED, THE SPEED LIMIT ON BASE IS 25 MPH.
6. ALL TRUCKS MUST HAVE COMPANY NAME LOGOS ON THE DOOR SIDES.
7. NO PRIVATELY OWNED VEHICLES (POV) ALLOWED WITHIN THE CONSTRUCTION SITE.
8. THE CONTRACTOR SHALL VERIFY THE WORKING HOURS WITH THE BASE SECURITY FOR APPROVAL. PERSONNEL
WILL NOT SHOW UP AT THE GATE WITHOUT PRIOR NOTIFICATION FOR ACCESS AND EXPECT TO GAIN ACCESS.
VERBAL ACCESS CANNOT BE PROVIDED.
9. POINT OF CONTACTS:
9.1. EMERGENCY - 3911 or (925)246-3911
9.2. JOHN MUIR MEDICAL CENTER - (925) 682-8200
9.3. FIRE DEPARTMENT - (925) 246-4075
9.4. POLICE DISPATCH - (925) 246-4041
GUARD GATE 2
CONTRACTOR ACCESS ROUTE
JOHNSON RD
C
A
L
I F
O
R
N
I A
D
E
L
T
H
W
Y
P
O
R
C
I
C
A
G
O
W
Y
GATE 3
WHITE RD
TAYLOR
BLVD
ANDERSON RD
RINQUIST RD
PREUITT RDDRAFT
AutoCAD SHX Text N
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AutoCAD SHX Text Plot date:
AutoCAD SHX Text File name:
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AutoCAD SHX Text
SACRAMENTO, CALIFORNIA
AutoCAD SHX Text
CORPS OF ENGINEERS
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DEPARTMENT OF THE ARMY
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Designed by:
AutoCAD SHX Text Dwn by:
AutoCAD SHX Text Date:
AutoCAD SHX Text Spec No.:
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AutoCAD SHX Text US Army Corps
AutoCAD SHX Text of Engineers
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SACRAMENTO DISTRICT
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IN-HOUSE DESIGN
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1325 'J' STREET
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SACRAMENTO, CA 95814-2922
AutoCAD SHX Text A
AutoCAD SHX Text Border Revised 07/15/13, COESHTD2.DWG
AutoCAD SHX Text B
AutoCAD SHX Text C
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AutoCAD SHX Text Date
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MOTCO ROAD REPAIRS
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PN 88765
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ANDERSON ROAD
AutoCAD SHX Text G-003
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PROJECT LOCATION AND VICINITY MAPS
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MILITARY OCEAN TERMINAL CONCORD
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CALIFORNIA
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P. CHANG
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P. CHANG
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E. JULIAN
AutoCAD SHX Text /s/ Section Chief
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AutoCAD SHX Text 9/12/16
AutoCAD SHX Text 675-05-0150
AutoCAD SHX Text
100% SUBMITTAL
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ANDER_G-003
AutoCAD SHX Text 9/15/16
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AS_NOTED
CO CODRAFT
INDUSTRIAL WASTE
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SURVEY CONTROL POINT
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TREE
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CHAIN LINK FENCE
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SWALE OR DITCH
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SPOT ELEVATION
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FINISH GRADE
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CONTOUR LINE
AutoCAD SHX Text DRAIN INLET or DROP INLET
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COMMUNICATIONS
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GAS VALVE
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GAS LINE
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FORCE MAIN (SEWER)
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STORM DRAIN LINE
AutoCAD SHX Text E
AutoCAD SHX Text Ex
AutoCAD SHX Text E
AutoCAD SHX Text 9474-2
AutoCAD SHX Text 756.13
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AutoCAD SHX Text 756.13
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SD
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FM
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SD
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IW
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FM
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CU
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GAS
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SD
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IW
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FM
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RAILROAD TRACK
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BARBED WIRE FENCE
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BENCH MARK
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ELECTRICAL LINE
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DIRECTION OF FLOW
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POWER POLE W/GUY
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POWER LINE
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MANHOLE W/ SLOTTED INLET
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INLET OR CATCH BASIN
AutoCAD SHX Text PUMP STATION or LIFT STATION
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PRESSURE REDUCER-BACKFLOW
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SANITARY SEWER LINE
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CLEANOUT
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CHILLED & HOT WATER
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CONCRETE CURB & GUTTER
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TAPPING SLEEVE AND VALVE
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GATE VALVE
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GATE VALVE
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FIRE WATER
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WATER LINE
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ASPHALT CONCRETE PVMT.
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AGGREGATE BASE COURSE
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CONCRETE PAVEMENT
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SIDEWALK
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C&HW
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C&HW
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SS
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SS
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C&HW
AutoCAD SHX Text F
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AutoCAD SHX Text W
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FH
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FH
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TO BE REMOVED
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CIVIL LEGEND
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EXISTING
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NEW
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MANHOLE
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BACKFLOW PREVENTER
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PREVENTER ASSEMBLY
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W/ INDICATOR POST
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FIRE HYDRANT
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BUILDING
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FO
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FO
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FIBER OPTICS/COMM. LINE
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GAS
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FG756.13
AutoCAD SHX Text CIVIL ABBREVIATIONS ABC -- AGGREGATE BASE COURSE AC -- ASPHALT CONCRETE ADJ -- ADJACENT AFFF -- AQUEOUS FILM FORMING FOAM AIP -- ABANDON IN PLACE ALT -- ALTERNATE APPROX -- APPROXIMATE ASC -- AGGREGATE SURFACE COURSE ASPH -- ASPHALT ASTM -- AMERICAN SOCIETY FOR TESTING & MATERIALS BC -- BACK OF CURB OR BEGINNING OF CURVE BFP -- BACKFLOW PREVENTER BITUM -- BITUMINOUS BLDG -- BUILDING BOR -- BUREAU OF RECLAMATION BPRV -- BACKFLOW PREVENTER BRG -- BEARING BT -- BLACKTOP BW -- BACK OF WALK CC -- CLEAR COVER C&G -- CURB & GUTTER C&HW -- CHILLED & HOT WATER CI -- CAST IRON CJ -- CONSTRUCTION JOINT CL -- CENTERLINE CLR -- CLEARANCE CMP -- CORRUGATED METAL PIPE CMU -- CONCRETE MASONRY UNIT CO -- CLEAN-OUT COMP -- COMPACTION CONC -- CONCRETE CONST -- CONSTRUCTION CONT -- CONTINUOUS COORD -- COORDINATE CSG -- COMPACTED SUBGRADE CTJ -- CONTRACTION JOINT CU.FT. -- CUBIC FEET CWB -- CAPILLARY WATER BARRIER CWR -- CHILLED WATER RETURN CWS -- CHILLED WATER SUPPLY D -- DOWELED DCV -- DOUBLE CHECK VALVE DI -- DRAIN or DROP INLET DIP -- DUCTILE IRON PIPE DIA -- DIAMETER DIM -- DIMENSION E -- EAST or EASTING or ELECTRICAL EJ -- EXPANSION JOINT EOP or EP -- EDGE OF PAVEMENT EOR -- EDGE OF ROAD ELEC -- ELECTRICAL ELEV or EL -- ELEVATION EXIST or (E) -- EXISTING EXP -- EXPANSION FAC -- FACILITY FD -- FLOOR DRAIN FDC -- FIRE DEPARTMENT CONNECTION FED -- FEDERAL FF -- FINISH FLOOR FG -- FINISH GRADE FH -- FIRE HYDRANT FL -- FLOW LINE FM -- FORCE MAIN FT -- FEET or FOOT FW -- FIRE WATER G -- GAS GA -- GAGE GALV -- GALVANIZED GFGI -- GOVERNMENT FURNISHED & GOVERNMENT INSTALLED GV -- GATE VALVE H -- HORIZONTAL HORIZ -- HORIZONTAL HT -- HEIGHT HWR -- HOT WATER RETURN HWS -- HOT WATER SUPPLY ID -- INSIDE DIAMETER IE -- INVERT ELEVATION IN -- INCH INV -- INVERT ELEVATION IW -- INDUSTRIAL WASTE JT -- JOINT Kg -- KILOGRAM KJ -- KEYED JOINT kPa -- KILOPASCAL L -- LENGTH or LEFT LB -- POUNDS LG -- LIP OF GUTTER LF -- LINEAR FEET m -- METER MAX -- MAXIMUM MBGR -- METAL BEAM GUARDRAIL MECH -- MECHANICAL MFR -- MANUFACTURER MGS -- MIDWEST GUARDRAIL SYSTEM MH -- MANHOLE MIN -- MINIMUM mm -- MILLIMETER N -- NEWTON or NORTH or NORTHING NIC -- NOT IN CONTRACT NO. -- NUMBER NPW -- NON-POTABE WATER NTS -- NOT TO SCALE NTC -- NATIONAL TRAINING CENTER OC -- ON CENTER OCEW -- ON CENTER EACH WAY OD -- OUTSIDE DIAMETER OHP -- OVERHEAD POWER OS&Y -- OUTSIDE STEM & YOKE P -- POWER LINE PC -- POINT OF CONNECTION PCC -- PORTLAND CEMENT CONCRETE PFJ -- PERFORATED FELT JOINT PI -- POINT OF INTERSECTION PIV -- POST INDICATOR VALVE PL -- PLATE POC -- POINT OF CONTACT POV -- PRIVATELY OWNED VEHICLE PP -- POWER POLE PRV -- PRESSURE REDUCING VALVE PSI -- POUNDS PER SQ.IN. PT -- POINT PVC -- POLYVINYL CHLORIDE PVMT -- PAVEMENT R -- RADIUS or RIGHT RD -- ROAD REF -- REFERENCE REINF -- REINFORCED REQ'D -- REQUIRED RR -- RAILROAD RWD -- REDWOOD S -- SLOPE or SOUTH S&R -- SUPPLY & RETURN SS OR S/S -- SANITARY SEWER S4S -- SURFACE 4 SIDES SD -- STORM DRAIN SEC -- SECTION SEJ -- SPECIAL EXPANSION JOINT SHT -- SHEET SJ -- SLIP JO INT SL -- SLOPE SMS -- SELECT MATERIAL SUBBASE SPA -- SPACES SPECS -- SPECIFICATIONS SQ.FT. -- SQUARE FEET SS -- SANITARY SEWER SSMH -- SANITARY SEWER MANHOLE ST -- STREET STA -- STATION STD -- STANDARD SW -- SIDEWALK or SOUTHWEST SYM -- SYMMETRICAL T -- TELEPHONE TAN -- TANGENT TC -- TOP OF CURB TE -- THICKENED EDGE JOINT TEB -- THICKENED EDGE AT BLDG. TP -- TOP OF PAVEMENT TR -- TOP OF RETAINING WALL TRANS -- TRANSFORMER TS -- TOP OF SAND TW -- TOP OF WALL TYP -- TYPICAL U.O.N -- UNLESS OTHERWISE NOTED UG -- UNDERGROUND V -- VERTICAL VCP -- VITRIFIED CLAY PIPE VERT -- VERTICAL W -- WATER, WEST or WIDTH W/ -- WITH W/O -- WITHOUT & -- AND @ -- AT -- DIAMETER# -- NUMBER
AutoCAD SHX Text CIVIL ABBREVIATIONS ABC -- AGGREGATE BASE COURSE AC -- ASPHALT CONCRETE ADJ -- ADJACENT AFFF -- AQUEOUS FILM FORMING FOAM AIP -- ABANDON IN PLACE ALT -- ALTERNATE APPROX -- APPROXIMATE ASC -- AGGREGATE SURFACE COURSE ASPH -- ASPHALT ASTM -- AMERICAN SOCIETY FOR TESTING & MATERIALS BC -- BACK OF CURB OR BEGINNING OF CURVE BFP -- BACKFLOW PREVENTER BITUM -- BITUMINOUS BLDG -- BUILDING BOR -- BUREAU OF RECLAMATION BPRV -- BACKFLOW PREVENTER BRG -- BEARING BT -- BLACKTOP BW -- BACK OF WALK CC -- CLEAR COVER C&G -- CURB & GUTTER C&HW -- CHILLED & HOT WATER CI -- CAST IRON CJ -- CONSTRUCTION JOINT CL -- CENTERLINE CLR -- CLEARANCE CMP -- CORRUGATED METAL PIPE CMU -- CONCRETE MASONRY UNIT CO -- CLEAN-OUT COMP -- COMPACTION CONC -- CONCRETE CONST -- CONSTRUCTION CONT -- CONTINUOUS COORD -- COORDINATE CSG -- COMPACTED SUBGRADE CTJ -- CONTRACTION JOINT CU.FT. -- CUBIC FEET CWB -- CAPILLARY WATER BARRIER CWR -- CHILLED WATER RETURN CWS -- CHILLED WATER SUPPLY D -- DOWELED DCV -- DOUBLE CHECK VALVE DI -- DRAIN or DROP INLET DIP -- DUCTILE IRON PIPE DIA -- DIAMETER DIM -- DIMENSION E -- EAST or EASTING or ELECTRICAL EJ -- EXPANSION JOINT EOP or EP -- EDGE OF PAVEMENT EOR -- EDGE OF ROAD ELEC -- ELECTRICAL ELEV or EL -- ELEVATION EXIST or (E) -- EXISTING EXP -- EXPANSION FAC -- FACILITY FD -- FLOOR DRAIN FDC -- FIRE DEPARTMENT CONNECTION FED -- FEDERAL FF -- FINISH FLOOR FG -- FINISH GRADE FH -- FIRE HYDRANT FL -- FLOW LINE FM -- FORCE MAIN FT -- FEET or FOOT FW -- FIRE WATER G -- GAS GA -- GAGE GALV -- GALVANIZED GFGI -- GOVERNMENT FURNISHED & GOVERNMENT INSTALLED GV -- GATE VALVE H -- HORIZONTAL HORIZ -- HORIZONTAL HT -- HEIGHT HWR -- HOT WATER RETURN HWS -- HOT WATER SUPPLY ID -- INSIDE DIAMETER IE -- INVERT ELEVATION IN -- INCH INV -- INVERT ELEVATION IW -- INDUSTRIAL WASTE JT -- JOINT Kg -- KILOGRAM KJ -- KEYED JOINT kPa -- KILOPASCAL L -- LENGTH or LEFT LB -- POUNDS LG -- LIP OF GUTTER LF -- LINEAR FEET m -- METER MAX -- MAXIMUM MBGR -- METAL BEAM GUARDRAIL MECH -- MECHANICAL MFR -- MANUFACTURER MGS -- MIDWEST GUARDRAIL SYSTEM MH -- MANHOLE MIN -- MINIMUM mm -- MILLIMETER N -- NEWTON or NORTH or NORTHING NIC -- NOT IN CONTRACT NO. -- NUMBER NPW -- NON-POTABE WATER NTS -- NOT TO SCALE NTC -- NATIONAL TRAINING CENTER OC -- ON CENTER OCEW -- ON CENTER EACH WAY OD -- OUTSIDE DIAMETER OHP -- OVERHEAD POWER OS&Y -- OUTSIDE STEM & YOKE P -- POWER LINE PC -- POINT OF CONNECTION PCC -- PORTLAND CEMENT CONCRETE PFJ -- PERFORATED FELT JOINT PI -- POINT OF INTERSECTION PIV -- POST INDICATOR VALVE PL -- PLATE POC -- POINT OF CONTACT POV -- PRIVATELY OWNED VEHICLE PP -- POWER POLE PRV -- PRESSURE REDUCING VALVE PSI -- POUNDS PER SQ.IN. PT -- POINT PVC -- POLYVINYL CHLORIDE PVMT -- PAVEMENT R -- RADIUS or RIGHT RD -- ROAD REF -- REFERENCE REINF -- REINFORCED REQ'D -- REQUIRED RR -- RAILROAD RWD -- REDWOOD S -- SLOPE or SOUTH S&R -- SUPPLY & RETURN SS OR S/S -- SANITARY SEWER S4S -- SURFACE 4 SIDES SD -- STORM DRAIN SEC -- SECTION SEJ -- SPECIAL EXPANSION JOINT SHT -- SHEET SJ -- SLIP JO INT SL -- SLOPE SMS -- SELECT MATERIAL SUBBASE SPA -- SPACES SPECS -- SPECIFICATIONS SQ.FT. -- SQUARE FEET SS -- SANITARY SEWER SSMH -- SANITARY SEWER MANHOLE ST -- STREET STA -- STATION STD -- STANDARD SW -- SIDEWALK or SOUTHWEST SYM -- SYMMETRICAL T -- TELEPHONE TAN -- TANGENT TC -- TOP OF CURB TE -- THICKENED EDGE JOINT TEB -- THICKENED EDGE AT BLDG. TP -- TOP OF PAVEMENT TR -- TOP OF RETAINING WALL TRANS -- TRANSFORMER TS -- TOP OF SAND TW -- TOP OF WALL TYP -- TYPICAL U.O.N -- UNLESS OTHERWISE NOTED UG -- UNDERGROUND V -- VERTICAL VCP -- VITRIFIED CLAY PIPE VERT -- VERTICAL W -- WATER, WEST or WIDTH W/ -- WITH W/O -- WITHOUT & -- AND @ -- AT -- DIAMETER# -- NUMBER
AutoCAD SHX Text
DETAIL NUMBER
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SHEET # WHERE DETAIL IS DRAWN
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DETAIL ID
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C-XXX
AutoCAD SHX Text NOTE: THE CIVIL LEGEND AND ABBREVIATIONS SHOWN ON THIS SHEET ARE TYPICAL AND FOR INFORMATION ONLY. SOME ARE NOT APPLICABLE TO THE PROJECT DRAWINGS.
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AutoCAD SHX Text Plot date:
AutoCAD SHX Text File name:
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SACRAMENTO, CALIFORNIA
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CORPS OF ENGINEERS
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DEPARTMENT OF THE ARMY
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AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Designed by:
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AutoCAD SHX Text Sacramento District
AutoCAD SHX Text US Army Corps
AutoCAD SHX Text of Engineers
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SACRAMENTO DISTRICT
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IN-HOUSE DESIGN
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1325 'J' STREET
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SACRAMENTO, CA 95814-2922
AutoCAD SHX Text A
AutoCAD SHX Text Border Revised 07/15/13, COESHTD2.DWG
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MOTCO ROAD REPAIRS
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PN 88765
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ANDERSON ROAD
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CIVIL ABBREVIATION
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MILITARY OCEAN TERMINAL CONCORD
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CALIFORNIA
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P. CHANG
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P. CHANG
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E. JULIAN
AutoCAD SHX Text /s/ Section Chief
AutoCAD SHX Text
AutoCAD SHX Text 9/12/16
AutoCAD SHX Text 675-05-0150
AutoCAD SHX Text
100% SUBMITTAL
AutoCAD SHX Text
ANDER_C-001
AutoCAD SHX Text 9/15/16
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AS_NOTED
·DRAFT
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CIVIL GENERAL NOTES
AutoCAD SHX Text GRADING 1. FINISH GRADES ALONG PAVED AREAS AS SHOWN ON THE FINISH GRADES ALONG PAVED AREAS AS SHOWN ON THE DRAWINGS ARE TOP OF PAVEMENT ELEVATIONS UNLESS OTHERWISE INDICATED. ADJUSTMENTS MAY BE REQUIRED AT CONNECTION OF NEW WORK TO EXISTING PAVED OR UNPAVED AREAS TO PROVIDE A SMOOTH RIDING CONNECTION. 2. TOPS OF MANHOLES TO BE RETAINED SHALL BE ADJUSTED TOPS OF MANHOLES TO BE RETAINED SHALL BE ADJUSTED TO MATCH FINISH GRADE ELEVATION. 3. THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS RESULTING FROM THE CONSTRUCTION AND DEPOSITED IN DRAINAGE FACILITIES, ROADWAYS AND OTHER AREAS. THE COSTS INCURRED FOR ANY NECESSARY REMEDIAL ACTION BY THE CONTRACTING OFFICER SHALL BE PAYABLE BY THE CONTRACTOR. 4. NO BORROW SITE IS AVAILABLE WITHIN THE INSTALLATION. NO BORROW SITE IS AVAILABLE WITHIN THE INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING OFFSITE SOURCE(S) OF BORROW MATERIALS THAT COMPLY WITH THE REQUIREMENTS SPECIFIED IN THE PROJECT SPECIFICATION 31 00 00 EARTHWORK.
AutoCAD SHX Text DEMOLITION 1. ALL DEMOLITION WORK SHALL BE CONFINED WITHIN THE ALL DEMOLITION WORK SHALL BE CONFINED WITHIN THE PROJECT LIMITS INDICATED, UNLESS OTHERWISE NOTED. 2. PROJECT/CONSTRUCTION LIMITS/BOUNDARIES SHOWN ARE PROJECT/CONSTRUCTION LIMITS/BOUNDARIES SHOWN ARE APPROXIMATE. UNLESS OTHERWISE INDICATED WITH DIMENSIONS AND/OR COORDINATES OF EXACT BOUNDARIES, THE EXISTING GROUND FEATURES AND ROADWAYS SHALL BE USED AS A DEMARCATION FOR THE PROJECT LIMITS, I.E. EDGE OF PAVEMENT, EDGE OF ROADWAY, GRADE BREAKS, EXISTING CHAIN-LINK FENCE, ETC. 3. ALL TREES, SHRUBBERY, AND ORNAMENTAL PLANTING NOT ALL TREES, SHRUBBERY, AND ORNAMENTAL PLANTING NOT SPECIFICALLY SCHEDULED TO BE RETAINED AND/OR TRANSPLANTED SHALL BE CLEARED, GRUBBED AND REMOVED FROM THE SITE. TREES, SHRUBBERY AND ORNAMENTAL PLANTINGS TO BE RETAINED SHALL BE CAREFULLY REMOVED AND TRANSPLANTED AT LOCATIONS INDICATED ON THE PLAN AS DETERMINED BY THE CONTRACTING OFFICER. 4. EXISTING ASPHALTIC CONCRETE PAVEMENT, INCLUDING THE EXISTING ASPHALTIC CONCRETE PAVEMENT, INCLUDING THE AGGREGATE BASE COURSE, WITHIN THE PROJECT LIMITS SHALL BE DEMOLISHED AND STOCKPILED FOR REUSE UNLESS OTHERWISE INDICATED. SEE PROJECT SPECIFICATION 31 00 00 EARTHWORK FOR INFORMATION REGARDING REUSE OF MATERIALS. MATERIALS NOT SUITABLE FOR REUSE SHALL BE DISPOSED OF OFFSITE. 5. EXISTING UNDERGROUND UTILITIES (PIPES, MANHOLES, PITS, EXISTING UNDERGROUND UTILITIES (PIPES, MANHOLES, PITS, VAULTS, CONCRETE DUCTS, ETC.) WITHIN PROJECT LIMITS THAT ARE NO LONGER IN SERVICE SHALL BE REMOVED UNLESS OTHERWISE INDICATED. 6. ALL UTILITIES, STRUCTURES AND/OR IMPROVEMENTS ALL UTILITIES, STRUCTURES AND/OR IMPROVEMENTS IDENTIFIED AS TO REMAIN SHALL BE MAINTAINED IN GOOD CONDITION TO RECEIVE THE PROPOSED UTILITIES, STRUCTURES AND/OR IMPROVEMENTS. SHOULD THESE ITEMS BECOME DAMAGED DUE TO CONTRACTOR'S NEGLIGENCE OR CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL RESTORE THESE ITEMS TO ITS ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT AND TO THE SATISFACTION OF THE CONTRACTING OFFICER. 7. PRIOR TO DEMOLITION WORK CONTRACTOR SHALL PROVIDE A PRIOR TO DEMOLITION WORK CONTRACTOR SHALL PROVIDE A LIST OF SALVAGEABLE MATERIALS TO THE CONTRACTING OFFICER. 8. NO REFUSE DISPOSAL SITE IS AVAILABLE WITHIN THE NO REFUSE DISPOSAL SITE IS AVAILABLE WITHIN THE INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING OFFSITE DISPOSAL SITE(S) FOR THE PROJECT AND SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO START OF ANY DEMOLITION WORKS. ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL AND STATE ENVIRONMENTAL LAWS.
AutoCAD SHX Text GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS SHOWN THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS SHOWN ON THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE CONTRACTING OFFICER. 2. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION AND SAFETY OF THE PUBLIC AND/OR MILITARY TRAFFIC AND OPERATIONS. 3. THE CONTRACTOR SHALL RESTORE ALL IMPROVEMENTS, THE CONTRACTOR SHALL RESTORE ALL IMPROVEMENTS, DAMAGED OR REMOVED AS A RESULT OF CONSTRUCTION TO THEIRS ORIGINAL OR BETTER CONDITION, UNLESS OTHERWISE NOTED. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO PAVEMENTS, CONCRETE SIDEWALKS AND CURBS, AND UTILITIES. 4. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH THE CONTRACTING OFFICER.
AutoCAD SHX Text UTILITY 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, APPURTENANCES AND STRUCTURES SHOWN ARE BASED ON THE TOPOGRAPHIC SURVEY AND AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, SIZE AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO STARTING ANY UTILITY WORK AND SHALL PROTECT ALL SUCH UTILITIES AT ALL TIMES, UNLESS OTHERWISE INDICATED. EXISTING UTILITIES WHETHER SHOWN ON THE DRAWINGS OR NOT WHICH HAVE BEEN DAMAGED AS A RESULT OF THE CONSTRUCTION WORK, SHALL BE RESTORED IMMEDIATELY TO THEIR ORIGINAL OR BETTER CONDITION AND SHALL BE PAID FOR BY THE CONTRACTOR. 2. INTERRUPTION OF UTILITY SERVICE AND/OR OPERATIONS OF INTERRUPTION OF UTILITY SERVICE AND/OR OPERATIONS OF ADJACENT FACILITIES WILL BE KEPT TO A MINIMUM. ANY INTERRUPTION OF UTILITY SERVICE AND/OR OPERATIONS WILL BE COORDINATED WITH THE AFFECTED USING FACILITIES/AGENCIES THROUGH THE CONTRACTING OFFICER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL WATER LINES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE ESPECIALLY CAREFUL WHEN EXCAVATING BEHIND WATER LINES, TEES AND BENDS WHEREVER THERE IS A POSSIBILITY OF WATER LINE MOVEMENT DUE TO REMOVAL OF THE SUPPORTING EARTH BEYOND THE EXISTING REACTION BLOCKS. THE CONTRACTOR SHALL TAKE WHATEVER MEASURES ARE NECESSARY TO PROTECT THE WATER LINES, SUCH AS CONSTRUCTING SPECIAL REACTION BLOCKS AND/OR MODIFYING HIS/HER CONSTRUCTION METHOD, WITH THE APPROVAL OF THE CONTRACTING OFFICER.
AutoCAD SHX Text SURVEY AND PROJECT BENCH MARKS 1. THE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THE THE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THE CIVIL DRAWINGS IS FROM SURVEY DONE BY THE GIS & MAPPING SECTION OF THE US ARMY CORPS ENGINEERS, SACRAMENTO DISTRICT. 2. TOPOGRAPHY BY GROUND SURVEY METHODS. FIELD TOPOGRAPHY BY GROUND SURVEY METHODS. FIELD SURVEY DATE: DECEMBER 2015 AND JANUARY 2016. 3. GRID COORDINATES ARE IN FEET AND REFER TO THE GRID COORDINATES ARE IN FEET AND REFER TO THE CALIFORNIA STATE COORDINATE SYSTEM ZONE 3, NAD 83. ELEVATIONS ARE IN FEET AND REFER TO NAVD 1988. SEE SURVEY SHEETS FOR CONTROL COORDINATES AND ELEVATIONS.
AutoCAD SHX Text UTILITY SERVICE PROVIDERS/OWNERS AT MILITARY OCEAN TERMINAL CONCORD (MOTOC) WATER: MOTCO, ROBERT KENNEDY (925) 246-4179 : MOTCO, ROBERT KENNEDY (925) 246-4179 SANITARY SEWER: MOTCO, ROBERT KENNEDY (925) : MOTCO, ROBERT KENNEDY (925) 246-4179; CCWD, ERNESTO RODRIGUEZ (925) 229-7367. STORM DRAIN: MOTCO, ROBERT KENNEDY (925) : MOTCO, ROBERT KENNEDY (925) 246-4179 GAS: MOTCO, ROBERT KENNEDY (925) 246-4179 : MOTCO, ROBERT KENNEDY (925) 246-4179 USA NORTH 811
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SACRAMENTO, CALIFORNIA
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CORPS OF ENGINEERS
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DEPARTMENT OF THE ARMY
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AutoCAD SHX Text Sacramento District
AutoCAD SHX Text US Army Corps
AutoCAD SHX Text of Engineers
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SACRAMENTO DISTRICT
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IN-HOUSE DESIGN
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1325 'J' STREET
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SACRAMENTO, CA 95814-2922
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AutoCAD SHX Text Border Revised 07/15/13, COESHTD2.DWG
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MOTCO ROAD REPAIRS
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PN 88765
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ANDERSON ROAD
AutoCAD SHX Text C-002
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GENERAL NOTES
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MILITARY OCEAN TERMINAL CONCORD
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CALIFORNIA
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P. CHANG
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P. CHANG
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E. JULIAN
AutoCAD SHX Text /s/ Section Chief
AutoCAD SHX Text
AutoCAD SHX Text 9/12/16
AutoCAD SHX Text 675-05-0150
AutoCAD SHX Text
100% SUBMITTAL
AutoCAD SHX Text
ANDER_C-002
AutoCAD SHX Text 9/15/16
AutoCAD SHX Text
AS_NOTED
ANDERSON ROAD CENTERLINE DATA
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N0° 05' 39.68"W
N0° 15' 02.86"E
N0° 22' 44.21"W
N1° 08' 00.82"W
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SCALE: 1"=250'
NOTES:
1. ALL UNITS ARE IN FEET, UNLESS OTHERWISE NOTED.
2. AERIAL PHOTO IS DATED AUGUST 2014 AND MAY NOT SHOW CURRENT CONDITIONS, IT IS FOR INFORMATIONAL PURPOSES
AND MAY NOT ACCURATELY DEPICT ACTUAL GROUND CONDITIONS. CONTRACTOR MUST VERIFY CONDITIONS WHERE WORK
WILL OCCUR.
3. CONTRACTOR'S STAGING AREA SHOWN IS AN APPROXIMATE. THE FINAL SIZE, LOCATION, AND ACCESS TO THE STAGING AREA
SHALL BE COORDINATED WITH THE INSTALLATION AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO
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SACRAMENTO, CALIFORNIA
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CORPS OF ENGINEERS
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DEPARTMENT OF THE ARMY
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AutoCAD SHX Text Sacramento District
AutoCAD SHX Text US Army Corps
AutoCAD SHX Text of Engineers
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SACRAMENTO DISTRICT
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IN-HOUSE DESIGN
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1325 'J' STREET
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SACRAMENTO, CA 95814-2922
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AutoCAD SHX Text Border Revised 07/15/13, COESHTD2.DWG
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MOTCO ROAD REPAIRS
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PN 88765
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ANDERSON ROAD
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PROJECT SITE PLAN
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MILITARY OCEAN TERMINAL CONCORD
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CALIFORNIA
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P. CHANG
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P. CHANG
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E. JULIAN
AutoCAD SHX Text /s/ Section Chief
AutoCAD SHX Text
AutoCAD SHX Text 9/12/16
AutoCAD SHX Text 675-05-0150
AutoCAD SHX Text
100% SUBMITTAL
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ANDER_C-101
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SHEET NOTES:
1. SEE DTL 3, SHEET C-501 FOR EXISTING PAVEMENT SECTION.
2. STOCKPILE MILLED AC AND AGGREGATE BASE MATERIAL ON SEPARATE PILES FOR FOR REUSE
IN THE CONSTRUCTION OF AGGREGATE SUBBASE COURSE, SUBGRADE IMPROVEMENT, AND
FILL FOR ROAD AND SHOULDERS. SEE SPECS SECTION 31 11 16 FOR DETAILS.
3. UTILITY INFORMATION SHOWN IS GIS LINEWORK PROVIDED BY MOTCO DPW AND IS FOR
INFORMATION ONLY. EXACT LOCATION, SIZE, AND MATERIAL OF UTILITY LINES SHALL BE FIELD
VERIFIED BY THE CONTRACTOR.
4. PROTECT IN PLACE EXISTING SITE FEATURES AND UTILITIES UNLESS NOTED OTHERWISE.
DEMOLITION LEGEND:
EX. PAVEMENT REMOVAL
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1. SAWCUT PAVEMENT AT INTERSECTION.
2. REMOVE EXISTING SIGN.
3. EXISTING RAILROAD CROSSING TO REMAIN. SAWCUT PAVEMENT 2' FROM EDGE OF TRACK.
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SACRAMENTO, CALIFORNIA
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CORPS OF ENGINEERS
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DEPARTMENT OF THE ARMY
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AutoCAD SHX Text US Army Corps
AutoCAD SHX Text of Engineers
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SACRAMENTO DISTRICT
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IN-HOUSE DESIGN
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1325 'J' STREET
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SACRAMENTO, CA 95814-2922
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MOTCO ROAD REPAIRS
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PN 88765
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ANDERSON ROAD
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DEMOLITION PLAN
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MILITARY OCEAN TERMINAL CONCORD
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CALIFORNIA
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P. CHANG
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P. CHANG
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E. JULIAN
AutoCAD SHX Text /s/ Section Chief
AutoCAD SHX Text
AutoCAD SHX Text 9/12/16
AutoCAD SHX Text 675-05-0150
AutoCAD SHX Text
100% SUBMITTAL
AutoCAD SHX Text ANDER_C-130s
AutoCAD SHX Text 9/15/16
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SHEET NOTES:
1. SEE DTL 3, SHEET C-501 FOR EXISTING PAVEMENT SECTION.
2. STOCKPILE MILLED AC AND AGGREGATE BASE MATERIAL ON SEPARATE PILES FOR FOR REUSE
IN THE CONSTRUCTION OF AGGREGATE SUBBASE COURSE, SUBGRADE IMPROVEMENT, AND
FILL FOR ROAD AND SHOULDERS. SEE SPECS SECTION 31 11 16 FOR DETAILS.
3. UTILITY INFORMATION SHOWN IS GIS LINEWORK PROVIDED BY MOTCO DPW AND IS FOR
INFORMATION ONLY. EXACT LOCATION, SIZE, AND MATERIAL OF UTILITY LINES SHALL BE FIELD
VERIFIED BY THE CONTRACTOR.
4. PROTECT IN PLACE EXISTING SITE FEATURES AND UTILITIES UNLESS NOTED OTHERWISE.
DEMOLITION LEGEND:
EX. PAVEMENT REMOVAL
KEY NOTES: #
1. SAWCUT PAVEMENT AT INTERSECTION.
2. REMOVE EXISTING SIGN.
3. EXISTING RAILROAD CROSSING TO REMAIN. SAWCUT PAVEMENT 2' FROM EDGE OF TRACK.
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SACRAMENTO, CALIFORNIA
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IN-HOUSE DESIGN
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SACRAMENTO, CA 95814-2922
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AutoCAD SHX Text Approved
AutoCAD SHX Text
MOTCO ROAD REPAIRS
AutoCAD SHX Text
PN 88765
AutoCAD SHX Text
ANDERSON ROAD
AutoCAD SHX Text C-132
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text
MILITARY OCEAN TERMINAL CONCORD
AutoCAD SHX Text
CALIFORNIA
AutoCAD SHX Text
P. CHANG
AutoCAD SHX Text
P. CHANG
AutoCAD SHX Text
E. JULIAN
AutoCAD SHX Text /s/ Section Chief
AutoCAD SHX Text
AutoCAD SHX Text 9/12/16
AutoCAD SHX Text 675-05-0150
AutoCAD SHX Text
100% SUBMITTAL
AutoCAD SHX Text ANDER_C-130s
AutoCAD SHX Text 9/15/16
AutoCAD SHX Text
AS_NOTED
FINISHED GRADE
EXISTING GRADE
10+00 25 50 75 11+00 25 50 75 12+00 25 50 75 13+00 25 50 75 14+00 25 50 75 15+00 25 50 75 16+00 25 16+50
EG|FG
0.17%
-0.12%
GRADE BREAK STA = 10+00.00
ELEV = 12.86
GRADE BREAK STA = 13+00.00
ELEV = 13.37
GRADE BREAK STA = 16+00.00
ELEV = 13.02
P
R
E
U
I
22' (EP TO EP)
CENTERLINE (TYP) 2' SHOULDER (TYP) EDGE OF THE PAVEMENT (TYP)
FG CONTOUR
10+00 11+00 12+00 13+00 14+00 15+00 16+00
NO SHOULDER FROM
STA 15+69 TO 16+00
PLAN VIEW STA 10+00 TO 16+50
PROFILE VIEW STA 10+00 TO 16+50
N
SHEET NOTES:
1. SEE DTL 1, SHEET C-501 FOR PAVEMENT SECTION.
2. NOT ALL UTILITIES ARE SHOWN IN THE DRAWING. UTILITY INFORMATION SHOWN IS
GIS LINEWORK PROVIDED BY MOTCO DPW AND IS FOR INFORMATION ONLY. EXACT
LOCATION, SIZE, AND MATERIAL OF UTILITY LINES SHALL BE FIELD VERIFIED BY THE
CONTRACTOR.
3. PROTECT IN PLACE EXISTING SITE FEATURES AND UTILITIES UNLESS NOTED
OTHERWISE.
KEY NOTES: #
1. NEW TO EXISTING AC INTERFACE JOINT, SEE DTL 4 SHEET C-501.
M A
T C
H
L
I N
E
S
DRAFT
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1 inch = 30 ft.
AutoCAD SHX Text
VERTICAL
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1.5
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1 inch = 3 ft.
AutoCAD SHX Text Dwg scale:
AutoCAD SHX Text Plot date:
AutoCAD SHX Text File name:
AutoCAD SHX Text Design file no:
AutoCAD SHX Text Submittal Status:
AutoCAD SHX Text
SACRAMENTO, CALIFORNIA
AutoCAD SHX Text
CORPS OF ENGINEERS
AutoCAD SHX Text
DEPARTMENT OF THE ARMY
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Designed by:
AutoCAD SHX Text Dwn by:
AutoCAD SHX Text Date:
AutoCAD SHX Text Spec No.:
AutoCAD SHX Text number:
AutoCAD SHX Text reference
AutoCAD SHX Text Sheet
AutoCAD SHX Text Rev.
AutoCAD SHX Text Symbol
AutoCAD SHX Text Description
AutoCAD SHX Text Sacramento District
AutoCAD SHX Text US Army Corps
AutoCAD SHX Text of Engineers
AutoCAD SHX Text
SACRAMENTO DISTRICT
AutoCAD SHX Text
IN-HOUSE DESIGN
AutoCAD SHX Text
1325 'J' STREET
AutoCAD SHX Text
SACRAMENTO, CA 95814-2922
AutoCAD SHX Text A
AutoCAD SHX Text Border Revised 07/15/13, COESHTD2.DWG
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Date
AutoCAD SHX Text Approved
AutoCAD SHX Text
MOTCO ROAD REPAIRS
AutoCAD SHX Text
PN 88765
AutoCAD SHX Text
ANDERSON ROAD
AutoCAD SHX Text C-171
AutoCAD SHX Text
PLAN AND PROFILE
AutoCAD SHX Text
MILITARY OCEAN TERMINAL CONCORD
AutoCAD SHX Text
CALIFORNIA
AutoCAD SHX Text
P. CHANG
AutoCAD SHX Text
P. CHANG
AutoCAD SHX Text
E. JULIAN
AutoCAD SHX Text /s/ Section Chief
AutoCAD SHX Text
AutoCAD SHX Text 9/12/16
AutoCAD SHX Text 675-05-0150
AutoCAD SHX Text
100% SUBMITTAL
AutoCAD SHX Text ANDER_C-170s
AutoCAD SHX Text 9/15/16
AutoCAD SHX Text
AS_NOTED
16+50 75 17+00 25 50 75 18+00 25 50 75 19+00 25 50 75 20+00 25 50 75 21+00 25 50 75 22+00 25 50 75 23+00
EG|FG
FG CONTOUR EDGE OF PAVEMENT (TYP)
2' SHOULDER (TYP)
22' (EP TO EP)
17+00 18+00 19+00 20+00 21+00 22+00
23+00
PLAN VIEW STA 16+50 TO 23+00
PROFILE VIEW STA 16+50 TO 23+00
N
SHEET NOTES:
1. SEE DTL 1, SHEET C-501 FOR PAVEMENT SECTION.
2. NOT ALL UTILITIES ARE SHOWN IN THE DRAWING. UTILITY INFORMATION SHOWN IS
GIS LINEWORK PROVIDED BY MOTCO DPW AND IS FOR INFORMATION ONLY. EXACT
LOCATION, SIZE, AND MATERIAL OF UTILITY LINES SHALL BE FIELD VERIFIED BY THE
CONTRACTOR.
3. PROTECT IN PLACE EXISTING SITE FEATURES AND UTILITIES UNLESS NOTED
OTHERWISE.
KEY NOTES: #
1. NEW TO EXISTING AC INTERFACE JOINT, SEE DTL 4 SHEET C-501.
M A
T C
H
L
I N
E
S
M A
T C
H
L
I N
E
S
DRAFT
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1 inch = 30 ft.
AutoCAD SHX Text
VERTICAL
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1.5
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1 inch = 3 ft.
AutoCAD SHX Text Dwg scale:
AutoCAD SHX Text Plot date:
AutoCAD SHX Text File name:
AutoCAD SHX Text Design file no:
AutoCAD SHX Text Submittal Status:
AutoCAD SHX Text
SACRAMENTO, CALIFORNIA
AutoCAD SHX Text
CORPS OF ENGINEERS
AutoCAD SHX Text
DEPARTMENT OF THE ARMY
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Designed by:
AutoCAD SHX Text Dwn by:
AutoCAD SHX Text Date:
AutoCAD SHX Text Spec No.:
AutoCAD SHX Text number:
AutoCAD SHX Text reference
AutoCAD SHX Text Sheet
AutoCAD SHX Text Rev.
AutoCAD SHX Text Symbol
AutoCAD SHX Text Description
AutoCAD SHX Text Sacramento District
AutoCAD SHX Text US Army Corps
AutoCAD SHX Text of Engineers
AutoCAD SHX Text
SACRAMENTO DISTRICT
AutoCAD SHX Text
IN-HOUSE DESIGN
AutoCAD SHX Text
1325 'J' STREET
AutoCAD SHX Text
SACRAMENTO, CA 95814-2922
AutoCAD SHX Text A
AutoCAD SHX Text Border Revised 07/15/13, COESHTD2.DWG
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Date
AutoCAD SHX Text Approved
AutoCAD SHX Text
MOTCO ROAD REPAIRS
AutoCAD SHX Text
PN 88765
AutoCAD SHX Text
ANDERSON ROAD
AutoCAD SHX Text C-172
AutoCAD SHX Text
PLAN AND PROFILE
AutoCAD SHX Text
MILITARY OCEAN TERMINAL CONCORD
AutoCAD SHX Text
CALIFORNIA
AutoCAD SHX Text
P. CHANG
AutoCAD SHX Text
P. CHANG
AutoCAD SHX Text
E. JULIAN
AutoCAD SHX Text /s/ Section Chief
AutoCAD SHX Text
AutoCAD SHX Text 9/12/16
AutoCAD SHX Text 675-05-0150
AutoCAD SHX Text
100% SUBMITTAL
AutoCAD SHX Text ANDER_C-170s
AutoCAD SHX Text 9/15/16
AutoCAD SHX Text
AS_NOTED
23+00 25 50 75 24+00 25 50 75 25+00 25 50 75 26+00 25 50 75 27+00 25 50 75 28+00 25 28+50
EG|FG
.8
-0.28%
-0.20%
GRADE BREAK STA = 27+94.76
ELEV = 12.50
PVI STA: 25+88.96
PVI ELEV: 13.08
K: 85.47
LVC: 100.00
B V
C S
B V
C E
E V
C S
E V
C E
HIGH PT. STA: 26+14.78
HIGH PT ELEV: 12.97
J A
C K
S O
N
R
D
M
O
O
J A
C K
S O
N
R
D
22' (EP TO EP)
CENTER LINE (TYP)
FG CONTOUR
EDGE OF PAVEMENT
2' SHOULDER (TYP)
23+00
24+00
25+00
26+00
27+00 28+00
2' SHOULDER (TYP)
NEW PAVEMENT ON JACKSON ROAD
APPROX. 55 FEET FROM ANDERSON RD CENTER LINE
NO SHOULDER FROM STA 23+29 TO STA 23+89
PLAN VIEW STA 23+00 TO 28+50
PROFILE VIEW STA 23+00 TO 28+50
N
SHEET NOTES:
1. SEE DTL 1, SHEET C-501 FOR PAVEMENT SECTION.
2. NOT ALL UTILITIES ARE SHOWN IN THE DRAWING. UTILITY INFORMATION SHOWN IS
GIS LINEWORK PROVIDED BY MOTCO DPW AND IS FOR INFORMATION ONLY. EXACT
LOCATION, SIZE, AND MATERIAL OF UTILITY LINES SHALL BE FIELD VERIFIED BY THE
CONTRACTOR.
3. PROTECT IN PLACE EXISTING SITE FEATURES AND UTILITIES UNLESS NOTED
OTHERWISE.
KEY NOTES: #
1. NEW TO EXISTING AC INTERFACE JOINT, SEE DTL 4 SHEET C-501.
M A
T C
H
L
I N
E
S
M A
T C
H
L
I N
E
S
DRAFT
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1 inch = 100 ft.
AutoCAD SHX Text
VERTICAL
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1.5
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1 inch = 3 ft.
AutoCAD SHX Text Dwg scale:
AutoCAD SHX Text Plot date:
AutoCAD SHX Text File name:
AutoCAD SHX Text Design file no:
AutoCAD SHX Text Submittal Status:
AutoCAD SHX Text
SACRAMENTO, CALIFORNIA
AutoCAD SHX Text
CORPS OF ENGINEERS
AutoCAD SHX Text
DEPARTMENT OF THE ARMY
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Designed by:
AutoCAD SHX Text Dwn by:
AutoCAD SHX Text Date:
AutoCAD SHX Text Spec No.:
AutoCAD SHX Text number:
AutoCAD SHX Text reference
AutoCAD SHX Text Sheet
AutoCAD SHX Text Rev.
AutoCAD SHX Text Symbol
AutoCAD SHX Text Description
AutoCAD SHX Text Sacramento District
AutoCAD SHX Text US Army Corps
AutoCAD SHX Text of Engineers
AutoCAD SHX Text
SACRAMENTO DISTRICT
AutoCAD SHX Text
IN-HOUSE DESIGN
AutoCAD SHX Text
1325 'J' STREET
AutoCAD SHX Text
SACRAMENTO, CA 95814-2922
AutoCAD SHX Text A
AutoCAD SHX Text Border Revised 07/15/13, COESHTD2.DWG
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Date
AutoCAD SHX Text Approved
AutoCAD SHX Text
MOTCO ROAD REPAIRS
AutoCAD SHX Text
PN 88765
AutoCAD SHX Text
ANDERSON ROAD
AutoCAD SHX Text C-173
AutoCAD SHX Text
PLAN AND PROFILE
AutoCAD SHX Text
MILITARY OCEAN TERMINAL CONCORD
AutoCAD SHX Text
CALIFORNIA
AutoCAD SHX Text
P. CHANG
AutoCAD SHX Text
P. CHANG
AutoCAD SHX Text
E. JULIAN
AutoCAD SHX Text /s/ Section Chief
AutoCAD SHX Text
AutoCAD SHX Text 9/12/16
AutoCAD SHX Text 675-05-0150
AutoCAD SHX Text
100% SUBMITTAL
AutoCAD SHX Text ANDER_C-170s
AutoCAD SHX Text 9/15/16
AutoCAD SHX Text
AS_NOTED
28+50 75 29+00 25 50 75 30+00 25 50 75 31+00 25 50 75 32+00 32+22
EG|FG
0.25%
-0.42%
0.35%
0.30%
GRADE BREAK STA = 31+82.74
ELEV = 12.05
GRADE BREAK STA = 29+36.47
ELEV = 12.45
PVI STA: 31+48.59
PVI ELEV: 11.97
K: 90.45
LVC: 60.00
B V
C S
B V
C E
E V
C S
E V
C E
LOW PT. STA: 31+56.25
LOW PT ELEV: 12.02
PVI STA: 28+89.35
PVI ELEV: 12.31
K: 59.22
LVC: 30.00
B V
C S
B V
C E
E V
C S
E V
C E
LOW PT. STA: 28+86.45
LOW PT ELEV: 12.33
2' SHOULDER (TYP)
M
O
O
W H
I T
E
R
D
22' (EP TO EP)
STA 31+82.74
END ANDERSON RD
IMPROVEMENTS
FG CONTOUR
EDGE OF PAVEMENT (TYP)
29+00
30+00
31+00
32+00 32+22
NO SHOULDER FROM STA 29+05 TO STA 29+81
NO SHOULDER FROM STA 30+96 TO STA 31+82.74
PLAN VIEW STA 28+50 TO 31+82.74
PROFILE VIEW STA 28+50 TO 31+82.74
N
SHEET NOTES:
1. SEE DTL 1, SHEET C-501 FOR PAVEMENT SECTION.
2. NOT ALL UTILITIES ARE SHOWN IN THE DRAWING. UTILITY INFORMATION SHOWN IS
GIS LINEWORK PROVIDED BY MOTCO DPW AND IS FOR INFORMATION ONLY. EXACT
LOCATION, SIZE, AND MATERIAL OF UTILITY LINES SHALL BE FIELD VERIFIED BY THE
CONTRACTOR.
3. PROTECT IN PLACE EXISTING SITE FEATURES AND UTILITIES UNLESS NOTED
OTHERWISE.
KEY NOTES: #
1. NEW TO EXISTING AC INTERFACE JOINT, SEE DTL 4 SHEET C-501.
M A
T C
H
L
I N
E
S
DRAFT
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1 inch = 30 ft.
AutoCAD SHX Text
VERTICAL
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1.5
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1 inch = 3 ft.
AutoCAD SHX Text Dwg scale:
AutoCAD SHX Text Plot date:
AutoCAD SHX Text File name:
AutoCAD SHX Text Design file no:
AutoCAD SHX Text Submittal Status:
AutoCAD SHX Text
SACRAMENTO, CALIFORNIA
AutoCAD SHX Text
CORPS OF ENGINEERS
AutoCAD SHX Text
DEPARTMENT OF THE ARMY
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Designed by:
AutoCAD SHX Text Dwn by:
AutoCAD SHX Text Date:
AutoCAD SHX Text Spec No.:
AutoCAD SHX Text number:
AutoCAD SHX Text reference
AutoCAD SHX Text Sheet
AutoCAD SHX Text Rev.
AutoCAD SHX Text Symbol
AutoCAD SHX Text Description
AutoCAD SHX Text Sacramento District
AutoCAD SHX Text US Army Corps
AutoCAD SHX Text of Engineers
AutoCAD SHX Text
SACRAMENTO DISTRICT
AutoCAD SHX Text
IN-HOUSE DESIGN
AutoCAD SHX Text
1325 'J' STREET
AutoCAD SHX Text
SACRAMENTO, CA 95814-2922
AutoCAD SHX Text A
AutoCAD SHX Text Border Revised 07/15/13, COESHTD2.DWG
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Date
AutoCAD SHX Text Approved
AutoCAD SHX Text
MOTCO ROAD REPAIRS
AutoCAD SHX Text
PN 88765
AutoCAD SHX Text
ANDERSON ROAD
AutoCAD SHX Text C-174
AutoCAD SHX Text
PLAN AND PROFILE
AutoCAD SHX Text
MILITARY OCEAN TERMINAL CONCORD
AutoCAD SHX Text
CALIFORNIA
AutoCAD SHX Text
P. CHANG
AutoCAD SHX Text
P. CHANG
AutoCAD SHX Text
E. JULIAN
AutoCAD SHX Text /s/ Section Chief
AutoCAD SHX Text
AutoCAD SHX Text 9/12/16
AutoCAD SHX Text 675-05-0150
AutoCAD SHX Text
100% SUBMITTAL
AutoCAD SHX Text ANDER_C-170s
AutoCAD SHX Text 9/15/16
AutoCAD SHX Text
AS_NOTED
P
E
U
I
10' LANE (TYP.)
22'
1'
CENTERLINE (TYP)
SEE DLT 1, SHEET C-506
EDGE OF PAVEMENT (TYP)
EDGELINE (TYP)
SEE DLT 27B, SHEET C-506
INSTALL SIGN R 15-1,R 15-2,R 1-2
SEE DLT 1, SHEET 507
INSTALL SIGN W 10-1
SEE DLT 2, SHEET 507
INSTALL SIGN D - 3
SEE DLT 2, SHEET 507
CENTER LINE ~ STA 10+08 TO 11+08
SEE DLT 15, SHEET C-506
10+00
11+00
12+00
13+00
14+00
15+00
16+00
22'
10' LANE (TYP.)
1'
CENTERLINE (TYP)
EDGE OF PAVEMENT (TYP)
EDGELINE (TYP)
CENTER LINE ~ STA 22+25 TO 23+25
SEE DLT 15, SHEET C-506
17+00 18+00 19+00 20+00 21+00 22+00
23+00
PLAN VIEW STA 10+00 TO 16+50
N
PLAN VIEW STA 16+50 TO 23+00
SHEET NOTES:
1. PAVEMENT MARKING DETAIL NUMBERS REFER TO CALTRANS
STANDARD PLANS DETAIL SHEETS A20A AND A20B
2. SEE SHEET C-506 FOR STRIPING AND SIGNAGE DETAILS.
STRIPING LEGEND:
CENTERLINE (DETAIL 1)
CENTERLINE (DETAIL…
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