Amd_0007_-_Drawings.pdf

POINT OF INTERSECTION

METER

NORTH

SOUTH

EAST

WEST

CONTROL LINE (WITH STATIONS)

DIAMETER

INCHES

FISCAL YEAR

SEQUENCE

TYPICAL

STATION

NOT TO SCALE

OUTSIDE DIAMETER

OVERHEAD ELECTRIC

CONTROL POINT (WITH NAME) SEE SHEET G-410

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LEGEND

1. UTILITY OWNERS IN THE PROJECT INCLUDE PACIFIC GAS & ELECTRIC COMPANY (PG&E)

AND AMERICAN TELEPHONE & TELEGRAPH COMPANY(AT&T). THE CONTRACTOR IS

RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH SAID COMPANIES.

SEE POINTS OF CONTACT BELOW. ALSO SEE SPECIFICATION SECTION 01 00 00

GENERAL REQUIREMENTS, PARAGRAPH "UTILITIES" FOR MORE INFORMATION.

2. HARVESTING OPERATIONS WILL BE ACTIVE IN THE ORCHARDS AND FIELDS

SURROUNDING THE PROJECT AREA DURING THE LATE SUMMER THROUGH THE END OF

OCTOBER OF 2015. SITE ACCESS IS NOT PROJECT EXCLUSIVE AND CONSTRUCTION

ACTIVITIES MUST BE COORDINATED WITH THE LOCAL AGRICULTURAL STAKEHOLDERS

AND LANDOWNDERS. SEE SPECIFICATION SECTION 01 00 00 GENERAL REQUIREMENTS,

PARAGRAPH "COOPERATION WITH OTHERS" FOR MORE INFORMATION.

10:1

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WATER WELL

BURIED PIPE

GUARD POST

CONCRETE PIER

BRIDGE

ELECTRIC PANEL

BENCHMARK

TELEPHONE MANHOLE

TREE

SIGN

LIGHT POLE

ELECTRIC SPLICE BOX

BURIED PIPE MARKER

GUARD RAIL

OVERHEAD UTILITIES

WATER MANHOLE

INVERT OF PIPE / TOP PIPE

TEN HORIZONTAL IS TO ONE VERTICAL SLOPE

FIVE HORIZONTAL IS TO ONE VERTICAL SLOPE

THREE HORIZONTAL IS TO ONE VERTICAL SLOPE

TWO HORIZONTAL IS TO ONE VERTICAL SLOPE

WATER PIPE LINE

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S u b m it te d b y

P lo t s c a le

P lo t d a te

F il e n a m e

D ra w in g C o d e

D e s ig n f il e n o

D a te

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US Army Corps of Engineers

Sacramento District

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CMP

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FY

ELEV

PVI

Slp

L

POB

POE

CONCRETE

ELEVATION

CORRUGATED METAL PIPE

NORTH

SOUTH

FISCAL YEAR

ELEVATION

POINT VERTICAL INTERSECTION

SLOPE

LENGTH

POINT OF BEGINING

POINT OF ENDING

POINT VERTICAL CURVE

POINT VERTICAL TANGENT

POINT TANGENT

POINT CURVE

POINT INTERSECTIONPI

PC

PT

PVT

PVC

ABBREVIATIONS

SLOPE

LIMITS OF WORK

STORM DRAIN/CULVERT LINE

ROAD (ASPHALT-CURBS-GUTTERS)

INDEX CONTOUR

INTERMEDIATE CONTOUR

GUY WIRE

TOP OF PIPE

ELECTRIC SPLICE BOX

SPOT ELEVATION

BRIDGE

WATER VALVE

FIRE HYDRANT

GAS VALVE/GAS REGULATOR

SCREW VALVE

MANHOLE

TRAVERSE POINT SIGNAL POLE

UTILITY POLE

ELECTRICAL LINE

GATE POST

BUILDING

ELECTRIC PANEL

GUARD POST

OVERHEAD UTILITIES

PIPE INVERT

RAILROAD TRACKS

DEER FENCE

UNDERGROUND ELECTRIC

"J" LEVEE DEGRADING

AGGREGATE SURFACE COURSE

AGGREGATE BASE COURSE

STONE PROTECTION / RIPRAP

ASPHALT CONCRETE PAVEMENT

ROAD REMOVAL

NOTES:

DWSE ------ DESIGN WATER SURFACE ELEVATION

----------- ON CENTERO.C.

GCID ------ GLENN-COLUSA IRRIGATION DISTRICT

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DISTURBED REMAINING EMBANKMENT MUST BE GRADED AT A 1% SLOPE WITH DRAINAGE FLOWING TOWARD HWY 45.

IF NOT ALL OF THE AVAILABLE MATERIAL FROM ANY OF THE SPOIL EMBANKMENTS IS USED, THE CROWN OF ANY 8.

LENGTH OF THE EMBANKMENT. REMOVAL OF ANY OF THE SPOIL EMBANKMENTS IN SEGMENTS IS NOT PERMITTED.

REMOVAL OF MATERIAL FROM EACH OF THE SPOIL EMBANKMENTS MUST DONE IN EVEN LAYERS ALONG THE ENTIRE 7.

SEE SHEET G-412 FOR BORROW AREA SITES EXTENTS.6.

ELEVATION NOT LESS THAN 2 FEET ABOVE HWY 45 ROADWAY SURFACE.

GCID CANAL DREDGE SPOIL EMBANKMENTS ON EAST BANK OF CANAL MUST BE EXCAVATED STARTING AT AN 5

TOPOGRAPHY USED FOR SURVEY OF BORROW AREA IS CVFED LiDAR DATA. YEAR OF SURVEY WAS 2010.4.

CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES.

UTILITIES EXIST IN AND AROUND THE BORROW AREA. IDENTIFY AND PROTECT ALL UTILITIES IN PLACE. THE 3.

STEMS 1" OR GREATER IN DIAMETER. SEE SPECIFICATION SECTION NUMBER 01 57 20 ENVIRONMENTAL PROTECTION.

ELDERBERRY SHRUBS EXIST WITHIN THE BORROW AREA. IDENTIFY AND PROTECT ALL ELDERBERRY SHRUBS WITH 2.

SPECIFICATION SECTION NUMBER 01 57 20 ENVIRONMENTAL PROTECTION.

IDENTIFY AND PROTECT ALL NATIVE WOODY VEGETATION WITH TRUNKS 3" OR GREATER IN DIAMETER. SEE 1.

NOTES:

SITES A AND C MAY BE USED.

USED FIRST. IF INSUFFICIENT MATERIAL IS AVAILABLE AT BORROW AREA SITE B, THEN BORROW AREA

OF THE THREE AVAILABLE BORROW SITE AREAS ALONG THE GCID CANAL, BORROW AREA SITE B MUST BE 9.

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Sheet reference number:

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P lo t s c a le

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Sacramento District

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0 50 100 150 200-50-100-150-200

-200

0 50 100 150 200-50-100-150

AT TIME OF LiDAR SURVEY

WATER SURFACE ELEVATION

EXISTING GRADE

(S

E E N

O T

E

ELEVATION VARIES

HWY 45 ROADWAY SURFACE

EXCAVATION LIMITS

BORROW EXCAVATION CONTROL ALIGNMENT

O F W

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-1%

SPOIL EMBANKMENT

GCID CANAL EAST BANK DREDGE

STA. 106+00 TO 193+00

SPOIL EMBANKMENT

GCID CANAL EAST BANK DREDGE

EXISTING GRADE

AT TIME OF LiDAR SURVEY

WATER SURFACE ELEVATION

BORROW EXCAVATION CONTROL ALIGNMENT

-1%

EXCAVATION LIMITS

ELEVATION VARIES

HWY 45 ROADWAY SURFACE

(S

E E N

O T

E

STA. 87+50 TO 104+50

BORROW AREA EXCAVATION TYPICAL CROSS SECTION

BORROW AREA EXCAVATION TYPICAL CROSS SECTION