Attachment 4 Drawings .pdf

PDF 30 MB Posted Aug 30, 2022

Attached to: ARCF LAR E1A Mitigation Federal contract opportunity
Solicitation number: W9123822Q0032
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract solicitation from the Department of the Army Corps of Engineers Engineering District Sacramento. The solicitation number is W9123822Q0032 and is for the ARCF LAR E1A Mitigation project opportunity. All questions for this solicitation must be submitted in writing to the points of contact by September 9th, as no additional questions will be accepted after that date. The attached file is a set of drawings in PDF format related to the project requirements.

View the file

Other files for this federal contract opportunity

Other files attached to ARCF LAR E1A Mitigation, newest first.
File	Type	Posted
Exhibit A Drawings.pdf	PDF	Sep 13, 2022
Questions and Answers.Posted.pdf	PDF	Sep 13, 2022
Attachment 2 E1A Price schedule.pdf	PDF	Aug 30, 2022
Attachment 1.Deliverable Schedule.pdf	PDF	Aug 30, 2022
Attachment 3 E1A Target schedule.pdf	PDF	Aug 30, 2022
Solicitation W9123822Q0032.pdf	PDF	Aug 30, 2022

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

G-001

C O

V E

H E

E T

US Army Corps of Engineers

SACRAMENTO DISTRICT

SITE MAP

ARCF EROSION CONTRACT 3A

CLEARING LOCATION

(SITE 1-1)

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C T

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

P S

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

I S

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

EXHIBIT A, CLEARING, TRANSPLANTING AND

OFFSITE MITIGATION PLANS, AMERICAN RIVER

COMMON FEATURES PROJECT, LOWER AMERICAN

RIVER CONTRACT E1A, CLEARING,

TRANSPLANTING, AND OFF SITE MITIGATION FOR

CONTRACT 3A, SACRAMENTO COUNTY

Feet

1:60000

20000100000

ARCF EROSION CONTRACT 3A

OFF-SITE MITIGATION LOCATION

(PARADISE BEND)

A R

C F

C G

C o v e r I n d e x d w g

G-002

E E

I N

D E

E R

E S

SHEET INDEX

GENERAL NOTES

1. CONTRACTOR MUST CONFINE OPERATIONS WITHIN THE LIMITS OF WORK DEPICTED ON THE

PLANS. IF AREAS OR FEATURES OUTSIDE DESIGNATED CONSTRUCTION ZONES SUSTAIN

IMPACT FROM CONTRACTOR ACTIVITIES, CONTRACTOR SHALL RESTORE TO PRE-WORK

CONDITION AT NO COST.

2. ALL EXISTING UTILITY LOCATIONS AND DESCRIPTIONS SHOWN ON PLANS HAVE BEEN

COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEY. THE GOVERNMENT CANNOT

GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. CONTRACTOR

SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION AND DEPTH (POTHOLE) OF ALL

UTILITIES WITHIN THE WORK ZONE PRIOR TO BEGINNING WORK. CONTRACTOR SHALL

PROMPTLY NOTIFY THE GOVERNMENT OF POTENTIAL CONFLICTS. IF CONTRACTOR FAILS TO

LOCATE ANY KNOWN UTILITY WITHIN THE WORK ZONE THAT CONFLICTS WITH WORK,

CONTRACTOR SHALL CORRECT THE CONFLICT AT THEIR OWN COST. ANY COSTS TO THE

CONTRACTOR ARISING FROM COORDINATION WITH UTILITY COMPANY TO RELOCATE

UTILITIES SHALL BE CONSIDERED INCIDENTAL TO COST OF THE PROJECT AND NO

ADDITIONAL COMPENSATION SHALL BE DUE TO THE CONTRACTOR.

3. CONTRACTOR MUST PROTECT ALL EXISTING SURVEY MONUMENTS AND CONSTRUCTION

STAKING. CONTRACTOR SHALL NOTIFY THE GOVERNMENT PRIOR TO DISTURBANCE OR

REMOVAL OF ANY PERMANENT MONUMENTS AND COORDINATE RESETTING WITH A LICENSED

LAND SURVEYOR.

4. CONTRACTOR MUST RESTORE ALL STREET, ACCESS ROUTE, AND SITE FEATURES IMPACTED

BY WORK UNDER CONTRACT PER THE PERFORMANCE WORK STATEMENT (PWS)

REQUIREMENTS.

5. CONTRACTOR MUST VERIFY ACCURATE LOCATIONS OF THE LIMITS OF WORK BEFORE THE

COMMENCENT OF ANY WORK. RESTORE ALL AREAS AS STIPULATED IN THE CONTRACT

DOCUMENTS.

6. THE LOWER AMERICAN RIVER EXPERIENCES WIDE VARIATIONS IN FLOW AND RIVER STAGE

THAT SHOULD BE EXPECTED DURING THE PROJECT CONSTRUCTION PERIOD. THE

CONTRACTOR SHOULD CONSULT RIVER FLOW AND STAGE INFORMATION DURING THE

BIDDING, PLANNING, AND EXECUTION OF THE WORK.

7. THE FOLLOWING LINK CAN BE USED TO ACCESS CURRENT FLOW AND STAGE DATA FOR THE

LOWER AMERICAN RIVER AT I STREET:

https://water.weather.gov/ahps2/hydrograph.php?gage=sacc1&wfo=sto

8. THE FOLLOWING LINK CAN BE USED TO ACCESS UP TO 5 DAYS OF FORECASTED STAGE DATA

FOR THE LWOER AMERICAN RIVER FROM THE CALIFORNIA NEVADA RIVER FORECAST

CENTER (SAMC1):

HTTPS//WWW.CNRFC.NOAA.GOV/GRAPHICALRVF.PHP?ID=SAMC1

9. CONTRACTOR OPERATIONS DURING THE CONSTRUCTION PERIOD MAY BE IMPACTED BY

EXTREME HIGH OR LOW RIVER LEVELS DUE TO FLOODING, DROUGHT, AND/OR OPERATION OF

UPSTREAM DAM RELEASES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MONITOR LOWER

AMERICAN RIVER FLOW CONDITIONS ON A DAILY BASIS AND TO IMPLEMENT PROCEDURES TO

PROTECT THE WORK, EQUIPMENT, AND MATERIALS.

10. THE REFERENCES PROVIDED ON THIS SHEET ARE SOLELY FOR THE INFORMATION OF THE

CONTRACTOR IN TIMING CONSTRUCTION OPERATIONS TO PREPARE FOR FLOOD EVENTS AND

IN MAKING PROVISIONS FOR PROTECTING THE WORK. USACE DOES NOT GUARANTEE THE

RELIABILITY OR ACCURACY OF ANY OF THE DATA AND ASSUMES NO RESPONSIBILITY FOR

ANY DEDUCTIONS, INTERPRETATIONS, OR CONCLUSIONS WHICH MAY BE DERIVED FROM THE

DATA.

11. CONTRACTOR TO PRODUCE AND INSTALL (2) CONSTRUCTION PROJECT SIGNS. SIGNS TO

BE LOCATED WITHIN THE SITE BOUNDARY PER DIRECTION OF THE COR. CONTRACTOR TO

SUBMIT SHOP DRAWINGS FOR COR APPROVAL BEFORE FABRICATION AND INSTILLATION.

BACK OF SIGN TO BE NON-REFLECTIVE. LOCATE PER DIRECTION OF THE COR.

12. THE COORDINATE SYSTEM USED IN THIS DRAWING SET IS: CALIFORNIA STATE PLANE

COORDINATE SYSTEM ZONE 2, NAD83 (2007), US SURVEY FEET.

13. AERIAL IMAGERY ON PLANS FROM BING MAPS 2021.

G-001 COVER SHEET

G-002 SHEET INDEX AND GENERAL NOTES

G-003 KEY PLAN

G-004 TO 007 SITE ACCESS AND HAUL ROUTES

L-110 TO 113 EXISTING CONDITIONS

L-120 TO 123 DEMOLITION PLANS

L-130 TO 134 LAYOUT PLANS

L-150 TO 151 IRRIGATION PLANS

L-160 TO 161 PLANTING PLANS

L-170 SEEDING PLAN

L-171 SEEDING LEGEND

L-500 TO 505 CONSTRUCTION DETAILS

L-600 TO 601 PLANT SCHEDULES

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

RIVER GAUGE

95% EXCEEDANCE 75% EXCEEDANCE 50% EXCEEDANCE 25% EXCEEDANCE 5% EXCEEDANCE

15.3

15.5

15.4

16.0

16.2

15.8

15.7

15.5

MONTH

JANUARY

FEBRUARY

MARCH

APRIL

MAY

JUNE

JULY

AUGUST

SEPTEMBER

OCTOBER

NOVEMBER

DECEMBER 15.5

I ST H ST

5.0

5.2

4.6

4.5

5.0

5.7

5.6

4.9

4.7

4.9

I ST

6.6

6.8

6.6

5.8

5.5

5.9

6.9

6.6

5.9

5.6

6.2

I ST

8.7

9.3

9.6

7.3

6.4

6.7

7.8

7.7

7.3

6.5

6.3

7.2

I ST

14.9

15.4

19.6

11.6

10.0

8.3

8.5

8.2

8.0

7.0

9.7 20.7

25.4

26.5

25.4

23.5

19.6

15.4

10.2

I ST

9.4

9.5

8.1

8.3

H ST H ST H ST H ST

16.0

16.5

16.9

16.3

15.9

15.8

16.0

16.5

16.6

16.9

17.0

16.9

17.1

17.2

16.7

16.2

16.3

16.4

17.8

19.2

21.5

18.1

17.9

17.6

17.1

16.6

16.7

16.6

16.9

27.7

28.7

27.1

25.0

21.9

20.3

18.7

17.7

17.5

17.3

17.4

23.5

MONTHLY AVERAGE RIVER STAGE (FEET) FOR THE SACRAMENTO RIVER MEASURED AT THE I ST

BRIDGE AND THE LOWER AMERICAN RIVER MEASURED AT THE H STREET BRIDGE

***FOR INFORMATIONAL PURPOSES ONLY***

ABBREVIATIONS

L ANGLE

AB ANCHOR BOLT

ABV ABOVE

ACC ACCESSIBLE

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ADDM ADDENDUM

ADJ ADJACENT, ADJOINING, ADJUSTABLE

AGGR AGGREGATE

ALT ALTERNATE

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECT

ASPH ASPHALT

AUTO AUTOMATIC

AVG AVERAGE

BDRY BOUNDARY

BLDG BUILDING

BRK BRICK

BRKT BRACKET

Btu BRITISH THERMAL UNIT

BtuH BTU PER HOUR

BTWN BETWEEN

CAP CAPACITY

CB CATCH BASIN

CE COVER ELEVATION

CFM CUBIC FEET PER MINUTE

CI CURB INLET

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR(ANCE)

CNR CORNER

CO CLEANOUT

ONC CONCRETE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

COR CONTRACTING OFFICER REPRESENTATIVE

CRCMF CIRCUMFERENCE

CTR CENTER

CU FT CUBIC FEET

CU YD CUBIC YARDS

CY CUBIC YARDS

DAT DATUM

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DWG DRAWING

E EAST

(E) EXISTING

EA EACH

EJ EXPANSION JOINT

EPY EPOXY COATING

EQ EQUAL

EQUIP EQUIPMENT

EXST EXISTING

EXT EXTERIOR

F FAHRENHEIT

FT FEET

FTG FOOTING

GA GAGE

GAL GALLON(S)

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GC GENERAL CONTRACTOR

GEN GENERAL

ZHDR HEADER

HP HIGH POINT

HR HOUR

HT HEIGHT

IN INCH

INT INTERIOR

LB POUND

LBL LABEL

LG LENGTH

LIN LINEAR

LONG LONGITUDINAL

LPT LOW POINT

LT LIGHT

MACH MACHINE

MAS MASONRY

MAX MAXIMUM

MED MEDIUM

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

mm MILLIMETER(S)

MOD. MODIFIED

MTL METAL

N NORTH

(N) NEW

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

PCF POUNDS PER CUBIC FOOT

PED PEDESTRIAN

PERIM PERIMETER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT. POINT

R RADIUS

REV REVISION

ROW RIGHT OF WAY

S SOUTH

SECT SECTION

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SLV SLEEVE

SPEC SPECIFICATION

SQ SQUARE

STA STATION

STD STANDARD

TYP TYPICAL

UTIL UTILITY

W WEST

W/ WITH

W/O WITHOUT

WT WEIGHT

WTH WIDTH

YD YARD

A R

C F

C G

C o v e r I n d e x d

G-003

K E

L A

SHEETS:

L-110

L-120

L-130

SHEETS:

L-113

L-123

L-131

L-150

L-160

L-170

SHEETS:

L-111

L-121

SHEETS:

L-112

L-122

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

Feet

1:500

200010000

NOTE

SEE LAYOUT PLAN FOR WORK LIMIT TABLES

I N

I C

A R

C F

C G

C o v e r I n d e x d

G-004

C E

X T

E R

N A

A U

O U

T E

1. CONTRACTOR'S EXTERNAL HAUL ROUTES AND INGRESS/EGRESS LOCATIONS

FOR HAULING MATERIALS, EQUIPMENT DELIVERY, AND ALL LARGE

TRANSPORTS SHALL BE LIMITED TO THE ROUTES SHOWN ON THIS SHEET.

2. SUBMIT A TRAFFIC CONTROL PLAN THAT DEFINES INGRESS/EGRESS ROUTES

USED TO ACCESS THE SITE. TRAFFIC CONTROL PLAN SHALL INCLUDE

CONTRACTOR'S APPROACH TO MEETING THE TRAVEL REQUIREMENTS LISTED

BELOW AND SHALL DEMONSTRATE CONFORMANCE WITH ALL REQUIREMENTS

IN THE PWS.

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

INGRESS/EGRESS POINT

HAUL ROUTE,

TYP

INGRESS/EGRESS POINT

Feet

1:1000

400020000

NOTES

A R

C F

C G

C o v e r I n d e x d

T C

I N

G-005

A C

C E

E R

N A

A U

O U

T E

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

HAUL ROUTE TOP OF LEVEE

FLAGGER LOCATED AT HAUL ROUTE

/ BIKE TRAIL INTERSECTION

STAGING AREA,

TYP

ACCESS TO PROJECT

AREA

EXIST TWO RIVERS

RECREATION TRAIL

Feet

1:200

8004000

INSTALL NO ACCESS SIGN

LOCATED

AT END OF EXISTING

PAVED TWO RIVERS TRAIL

A R

C F

C G

C o v e r I n d e x d

T C

I N

M A

T C

I N

G-006

A C

C E

E R

N A

A U

O U

T E

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

HAUL ROUTE TOP OF LEVEE

TWO RIVERS TRAIL

CONSTRUCTION

AT GRADE RAILROAD CROSSING FOR

ACCESS FOR THIS CONTRACT. REFER

TO PWS FOR REQUIREMENTS.

STAGING AREA, TO BE SHARED

WTIH CAL TRANS CONTRACTOR

INSTALL NO ACCESS SIGN AT

RAMP, TYP

CONSTRUCTION ACCESS

Feet

1:200

8004000

INSTALL NO ACCESS SIGN LOCATED

AT HAUL ROUTE AND TRAIL CONNECTION.

SITE 1-1

EXIST MAINTENANCE ROAD UNDER RAILROAD BRIDGE, NO TRAFFIC

WHATSOVER ALLOWED UNDER BRIDGE.

A R

C F

C G

C o v e r I n d e x d

T C

I N

G-007

A C

C E

E R

N A

A U

O U

T E

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

HAUL ROUTE TOP OF LEVEE

EXISTING ACCESS TO PROJECT

AREA THROUGH ACCESS

FACILITY CONSTRUCTED AND

MAINTAINED BY OTHERS

INSTALL NO ACCESS SIGN

LOCATED AT TRAIL AND HAUL

ROUTE CONNECTION, TYP

Feet

1:200

8004000

CONSTRUCTION ACCESS TO

PARADISE BEND MITIGATION

SITE

PARADISE BEND MITIGATION

AREA

A R

C F

C G

C o v e r I n d e x d

I N

M A

T C

L I N

L-110

E X

I S

T I N

O N

D I T

I O

N S

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

LEGEND

CONTRACTOR STAGING AREA

LIMIT OF WORK

HAUL ROUTE

ORDINARY HIGH WATER MARK (OHWM)

NOTES

1. ROCKWORK CONTRACT GRADING LIMITS SHOWN FOR COORDINATION PURPOSES ONLY. ROCKWORK TO BE

INSTALLED BY OTHERS.

EXIST TREE

EXISTING GROUP OF TREES

INDIVIDUAL ELDERBERRY SHRUB

EXISTING ELDERBERRY SHRUB GROUPING

Feet

1:40

160800

A R

C F

C L X

E x i s t i n g C o n d i t i o n s d w g

OR SamMex

AutoCAD SHX Text

M A

T C

L I N

M A

T C

I N

L-111

E X

I S

T I N

O N

D I T

I O

N S

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

NOTE

FOR LEGEND, SEE L-110

Feet

1:40

160800

A R

C F

C L X

E x i s t i n g C o n d i t i o n s d w g

AutoCAD SHX Text

RM 4.0

RM 4.1

M A

T C

I N

L-112

E X

I S

T I N

O N

D I T

I O

N S

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

NOTE

FOR LEGEND, SEE L-110

Feet

1:40

160800

A R

C F

C L X

E x i s t i n g C o n d i t i o n s d w g

AutoCAD SHX Text -5

AutoCAD SHX Text

RM 4.2

SamMex

L-113

E X

I S

T I N

O N

D I T

I O

N S

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

NOTE

FOR LEGEND, SEE L-110

Feet

1:60

2401200

A R

C F

C L X

E x i s t i n g C o n d i t i o n s d w g

RM 4.9

I N

M A

T C

L I N

TREE ID: 167

TREE ID: 168

TREE ID: 224

TREE ID: 276

TREE ID: 385

TREE ID: 411

TREE ID: 509

TREE ID: 539

TREE ID: 587

TREE ID: 590

TREE ID: 591

TREE ID: 625

TREE ID: 644

TREE ID: 683

TREE ID: 943

TREE ID: 1168

TREE ID: 1480

TREE ID: 1503

TREE ID: 1546

TREE ID: 1830

I I

I I I

I I

TREE ID: 3213

TREE ID: 3214

TREE ID: 3215

TREE ID: 3216

TREE ID: 3217

TREE ID: 3218

TREE ID: 3219

TREE ID: 3220

TREE ID: 3221

TREE ID: 3222

TREE ID: 3223

TREE ID: 3224

TREE ID: 3225

TREE ID: 3226

TREE ID: 3227

TREE ID: 3228

TREE ID: 3229

TREE ID: 3230

TREE ID: 3231

TREE ID: 3232

TREE ID: 3233

TREE ID: 3234

TREE ID: 3235

TREE ID: 3236

TREE ID: 3237

TREE ID: 3238

TREE ID: 3239

TREE ID: 3240

TREE ID: 3241

TREE ID: 3242

I I

TREE ID: 524

L-120

D E

M O

L I T

I O

L A

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

NOTES

1. PROTECT ALL EXISTING TREES AND SHRUBS TO REMAIN.

2. PROTECT EXISTING UTILITIES, VERIFY LOCATIONS IN THE

FIELD.

3. TREE ID ON PLANS SUPERCEDES TREE TAG NUMBERS IN

THE FIELD

4. ALL ELDERBERRIES THAT FALL WITHIN OR INTERSECT

CLEARING AREA MUST BE TRANSPLANTED.

5. CONTRACTOR TO SALVAGE 78 TREE TRUNKS, PER

DIRECTION OF COR, FOR LOG BARRIERS AT PARADISE

BEND..

6. FOR DEMOLITION AND CONSTRUCTION WORK AT, OR THAT

INTERFERES WITH ACCESS TO SIDEWALKS AND PATHWAYS;

CONTRACTOR TO PROVIDE A CLEAR PATH OF TRAVEL (MIN

4'-0") AT ALL TIMES.

LEGEND

CLEARING AREA

6" TREE

6-12" TREE

12-18" TREE

18-24" TREE

24-36" TREE

36-48" TREE

48-60" TREE

+ 60" TREE

ELDERBERRY INDIVIDUAL

ELDERBERRY CLUSTER

SEE L-120(E) FOR

ENLARGEMENT

PROTECT EXISTING TREE(S) OR

ELDERBERRIES TO REMAIN IN

EXCAVATION AREA, TYP.

EXISTING TREE(S) TO BE REMOVED,

CUT 4'-0" ABOVE EXISTING GRADE, TYP.

TRANSPLANT EXISTING ELDERBERRY,

TYP

I I

EXISTING TREE(S) TO BE REMOVED,

CUT FLUSH WITH EXISTING GRADE, TYP

Feet

1:40

160800

(E) ROCK SLOPE

PROTECTION, VIF

A R

C F

C L X

D e m o P

L a n d w g

OR SamMex

7. CONTRACTOR STAGING AREA NOT TO BE LOCATED ON ANY

HARDSCAPE OR LANDSCAPE AREA THAT MAY LEAVE

STAINING OR DAMAGE THESE AREAS. ANY DAMAGE AS A

RESULT OF CONSTRUCTION ACTIVITIES OR STAGING TO BE

RESTORED TO THEIR PREVIOUS CONDITION OR BETTER.

8. PROTECT ALL TREES TO REMAIN

9. CONTRACTOR TO VERIFY LOCATION AND TREE COUNT, FOR

ROBINAS TO BE REMOVED, AT GLENN HALL OFF-SITE

MITIGATION AREA.

10. ALL TREES TO BE REMOVED AT THE GLENN HALL MITIGATION

SITE TO BE CUT FLUSH TO EXISTING GRADE.

11. ALL EXISTING ELDERBERRY SHRUBS WITHIN THE WORK

LIMITS AT THE PARADISE BEND MITIGATION SITE MUST BE

PROTECTED IN PLACE.

12. ONLY BLACK LOCUST TREES (ROBINIA PSEUDOACCACIA)

ARE TO BE REMOVED WITHIN THE PRARADISE BEND

MITIGATION SITE WORK LIMITS. NO OTHER TREE SPECIES

ARE TO BE REMOVED. ALL OTHER EXISTING WOODY

VEGETATION TO BE PROTECTED IN PLACE.

AutoCAD SHX Text

TREE ID: 6

TREE ID: 39

TREE ID: 40

TREE ID: 41

TREE ID: 112

TREE ID: 113

TREE ID: 222

TREE ID: 275

TREE ID: 1039

TREE ID: 1040

TREE ID: 1041

TREE ID: 1042

TREE ID: 1160

TREE ID: 1161

TREE ID: 1162

TREE ID: 1163

TREE ID: 1164

TREE ID: 1165

TREE ID: 1166

TREE ID: 1295

TREE ID: 1577

TREE ID: 1601

TREE ID: 1671

TREE ID: 1864

I I

TREE ID: 524

LE-120

D E

M O

L I T

I O

L A

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

NOTE

FOR LEGEND AND NOTES, SEE L-120

Feet

1:4

A R

C F

C L X

D e m o P

L a n d

M A

T C

L I N

M A

T C

L I N

TREE ID: 166

TREE ID: 192

TREE ID: 193

TREE ID: 220

TREE ID: 221

TREE ID: 274

TREE ID: 323

TREE ID: 350

TREE ID: 451

TREE ID: 523

TREE ID: 552

TREE ID: 755

TREE ID: 756

TREE ID: 757

TREE ID: 938

TREE ID: 939

TREE ID: 940

TREE ID: 941

TREE ID: 1157

TREE ID: 1158

TREE ID: 1159

TREE ID: 1292

TREE ID: 1293

TREE ID: 1294

TREE ID: 1422

TREE ID: 1468

D A

TREE ID: 1545

TREE ID: 1574

TREE ID: 1575

TREE ID: 1576

TREE ID: 1599

TREE ID: 1600

TREE ID: 1668

TREE ID: 1669

TREE ID: 1670

TREE ID: 1714

TREE ID: 1806

TREE ID: 1819

TREE ID: 1844

TREE ID: 1883

TREE ID: 1934

TREE ID: 1958

I I

III

I I

TREE ID: 3244

I I

L-121

D E

M O

L I T

I O

L A

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

NOTE

FOR LEGEND AND NOTES, SEE L-120

VEGETATION FREE

ZONE, TYP

REMOVE EXIST TREES,

TRANSPLANT EXIST

ELDERBERRIES

SAVE 5 COTTONWOOD

TREES LOW ON THE

EXISTING BANK

Feet

1:40

160800

A R

C F

C L X

D e m o P

L a n d w g

AutoCAD SHX Text

RM 4.0

M A

T C

I N

TREE ID: 1

TREE ID: 37

TREE ID: 38

TREE ID: 111

TREE ID: 191

TREE ID: 218

TREE ID: 219

TREE ID: 273

TREE ID: 364

TREE ID: 410

TREE ID: 475

TREE ID: 754

TREE ID: 936

TREE ID: 937

A A

TREE ID: 1038

TREE ID: 1151

TREE ID: 1155

TREE ID: 1156

TREE ID: 1291

TREE ID: 1368

TREE ID: 1452

TREE ID: 1551

TREE ID: 1579

TREE ID: 1619

TREE ID: 1717

TREE ID: 1718

TREE ID: 1807

TREE ID: 1850

TREE ID: 1935

TREE ID: 2007

TREE ID: 2013

TREE ID: 2063

TREE ID: 2586

TREE ID: 2786

TREE ID: 3023

I I I

I I

I I I

I I

I I I

I I

TREE ID: 3243

I I

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

NOTE

FOR LEGEND AND NOTES, SEE L-120

VEGETATION FREE

ZONE, TYP

DENSE VEGETATION

Feet

1:40

160800

L-122

D E

M O

L I T

I O

L A

A R

C F

C L X

D e m o P

L a n d w g

AutoCAD SHX Text -5

AutoCAD SHX Text

SamMex

L-123

D E

M O

L I T

I O

L A

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

NOTE

FOR LEGEND AND ADDITIONAL NOTES, SEE L-120

REMOVE ALL (E) ROBINIAS

(BLACK LOCUST), TYP

Feet

1:60

2401200

A R

C F

C L X

D e m o P

L a n d w g

PROTECT EXIST TREE

TREE ID

TREE SIZE AND TYPE

6IN-12IN Deciduous

12IN-18IN Deciduous

18IN-24IN Deciduous

0IN-6IN Deciduous

6IN-12IN Deciduous

12IN-18IN Deciduous Group

0IN-6IN Deciduous Group

6IN-12IN Deciduous Group

6IN-12IN SYCAMORE

6IN-12IN BOX ELDER

12IN-18IN SYCAMORE

Northing

1975001.41

1975017.67

1975248.30

1974970.58

1975842.92

1975790.78

1974983.73

1975821.36

1976167.52

1975822.23

1975728.99

1975201.11

1974933.99

1975944.40

1975912.97

1975644.80

1975041.51

1975840.42

1975911.77

1975891.44

1974916.88

1975764.18

1976225.42

1976216.06

1975577.96

Easting

6720691.46

6720690.52

6720342.63

6720758.34

6719802.46

6719846.69

6720685.51

6719810.11

6719356.09

6719825.90

6719857.99

6720443.63

6720713.86

6719697.10

6719706.98

6719979.90

6720665.67

6719775.39

6719706.82

6719707.23

6720738.18

6719836.82

6719392.22

6719403.94

6720051.61

Remarks

REMOVE EXIST TREE

TREE ID

TREE SIZE AND TYPE

6IN-12IN Conifer

6IN-12IN Deciduous

12IN-18IN Deciduous

18IN-24IN Deciduous

24IN-36IN Deciduous

0IN-6IN Deciduous

6IN-12IN Deciduous

Northing

1974951.98

1975934.12

1975102.99

1975944.70

1975952.72

1975972.98

1975955.85

1975974.30

1976131.98

1976435.12

1974973.03

1975878.93

1975937.88

1976449.77

1974971.03

1975833.71

1975969.09

1975177.23

1976494.32

1976205.38

1975601.84

1976483.13

1975872.93

1976284.57

1975838.94

1975898.45

1976247.81

1976407.56

1975893.60

1975904.78

1975013.04

1975634.88

1975696.61

1974972.24

1975022.69

1975620.10

1975625.68

1975789.69

1975842.43

1976413.53

1975128.71

1975938.67

1975941.83

1975960.35

1975959.53

Easting

6720708.92

6719679.88

6720554.39

6719672.78

6719666.39

6719655.29

6719659.64

6719658.75

6719485.23

6719118.62

6720744.35

6719686.68

6719678.64

6719144.73

6720651.29

6719816.27

6719656.07

6720391.35

6719139.35

6719297.01

6720041.11

6719151.27

6719703.83

6719306.99

6719752.20

6719664.33

6719332.48

6719098.35

6719671.83

6719660.66

6720700.75

6719982.14

6719872.46

6720624.05

6720683.09

6720014.61

6719916.10

6719809.00

6719780.54

6719111.64

6720509.88

6719675.57

6719675.38

6719663.83

6719664.85

Remarks

REMOVE EXIST TREE

TREE ID

TREE SIZE AND TYPE

6IN-12IN Deciduous

6IN-12IN Deciduous Group

12IN-18IN Deciduous Group

18IN-24IN Deciduous Group

0IN-6IN Deciduous Group

6IN-12IN Deciduous Group

0IN-6IN Deciduous Group

6IN-12IN Deciduous Group

Northing

1975114.91

1975101.54

1975336.15

1975834.14

1975827.00

1975932.18

1975943.37

1975968.02

1975978.89

1975964.13

1975962.33

1975950.98

1976438.17

1974897.47

1975319.32

1975792.84

1975868.75

1975954.00

1975722.89

1975116.12

1975776.46

1975013.45

1975887.89

1975617.45

1976456.72

1975015.26

1975330.41

1975627.75

1975931.13

1974986.50

1975325.26

1975621.63

1975927.23

1975120.98

1975478.05

1975823.16

1975841.00

1975947.42

1975773.00

1974988.16

1974976.51

1975326.69

1975811.75

1976183.95

1975790.19

Easting

6720537.02

6720563.17

6720220.66

6719809.48

6719758.56

6719681.39

6719672.22

6719651.71

6719658.88

6719661.75

6719662.03

6719669.41

6719126.25

6720776.65

6720236.65

6719813.40

6719710.63

6719662.50

6719690.48

6720511.25

6719838.12

6720571.17

6719680.42

6719963.91

6719149.88

6720696.63

6720220.16

6719943.88

6719675.31

6720725.73

6720234.11

6719922.08

6719684.52

6720524.82

6720105.42

6719818.10

6719791.68

6719669.05

6719839.69

6720625.11

6720638.56

6720231.76

6719788.05

6719400.08

6719805.74

Remarks

REMOVE EXIST TREE

TREE ID

TREE SIZE AND TYPE

6IN-12IN Deciduous Group

0IN-6IN Deciduous Group

6IN-12IN Deciduous Group

6IN-12IN Oak

12IN-18IN Oak

0IN-6IN Oak

6IN-12IN OAK

6IN-12IN SYCAMORE

6IN-12IN ELM

6IN-12IN VALLEY OAK

6IN-12IN OAK

18IN-24IN SYCAMORE

12IN-18IN COTTONWOOD

6IN-12IN BOX ELDER

+60IN COTTONWOOD

12IN-18IN BOX ELDER

18IN-24IN BOX ELDER

12IN-18IN BOX ELDER

6IN-12IN BOX ELDER

12IN-18IN BOX ELDER

6IN-12IN BOX ELDER

12IN-18IN MULTI-TRUNK SYCAMORE

18IN-24IN BOX ELDER

18IN-24IN SYCAMORE

12IN-18IN BOX ELDER

6IN-12IN BOX ELDER

18IN-24IN WALNUT

12IN-18IN ARROYO WILLOW

Northing

1975098.44

1975935.96

1975311.25

1975145.91

1975816.93

1975101.92

1975130.55

1974994.77

1975071.98

1975112.20

1975020.14

1976448.44

1976423.63

1976416.66

1976411.28

1976421.49

1976423.41

1976422.16

1976413.92

1976409.27

1976387.96

1976391.06

1976388.20

1976369.66

1976374.65

1976366.99

1976367.87

1976376.78

1976364.54

1976364.15

1976350.97

1976339.90

1976326.01

1976317.96

1976295.96

1976210.59

1976210.12

1976203.43

1976180.28

1975080.00

Easting

6720493.58

6719673.51

6720241.53

6720412.23

6719802.35

6720535.73

6720444.61

6720614.94

6720540.70

6720482.67

6720573.20

6719160.60

6719148.77

6719146.54

6719150.66

6719163.22

6719176.15

6719192.27

6719193.36

6719192.25

6719162.99

6719173.77

6719182.22

6719186.17

6719199.29

6719208.48

6719217.18

6719227.74

6719230.06

6719255.22

6719229.54

6719236.84

6719208.06

6719226.53

6719267.91

6719406.94

6719403.76

6719398.95

6719441.52

6720562.37

Remarks

BAT TREE

L-124

T R

A B

L E

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

LEVEE SITE

TREE PROTECTION TABLES

LEVEE SITE

TREE REMOVAL TABLES

NOTES

1. SEE TREE REMOVAL PLANS FOR ADDITIONAL INFORMATION.

2. FOR BAT TREE HABITAT, REMOVE IN TWO PHASES PER DIRECTION OF COR.

A R

C F

C L X

D e m o P

L a n d

I N

M A

T C

L I N

L-130

L A

Y O

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

LEGEND

MITIGATION PLANTING AREA, SEE PLANTING PLANS

CONTRACTOR STAGING AREA

LEVEE VEGETATION FREE ZONE

EDGE OF LEVEE

LIMIT OF WORK

Feet

1:40

160800

STAGING AREA

TEMPORARY ROPE FENCE BARRIER

BEAVER BROWSE GUARD

LOG BARRIER

TRAIL CLOSED SIGN

ROBINIA REMOVAL SIGN

ELDERBERRY AVOIDANCE SIGN

OFF-SITE REVEGETATION SIGN

BEAVER FENCING SING

A R

C F

C L X

L a y o u t P l a n s d w g

AutoCAD SHX Text

RM 3.9

M A

T C

L I N

M A

T C

L I N

M A

T C

L I N

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

Feet

1:40

160800

L-131

L A

Y O

NOTE

FOR LEGEND AND NOTES, SEE L-130

A R

C F

C L X

L a y o u t P l a n s d w g

AutoCAD SHX Text

RM 4.0

M A

T C

I N

E M

A T

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

Feet

1:40

160800

L-132

L A

Y O

NOTE

FOR LEGEND AND NOTES, SEE L-130

A R

C F

C L X

L a y o u t P l a n s d w g

AutoCAD SHX Text -5

AutoCAD SHX Text

N: 1974470.27

E: 6724863.32

N: 1974477.41

E: 6724933.73

N: 1974369.10

E: 6724995.84

N: 1974377.32

E: 6725125.87

N: 1974357.50

E: 6725211.56

N: 1974427.12

E: 6725250.40

N: 1974463.12

E: 6725347.41

N: 1974364.94

E: 6725576.01

N: 1974266.85

E: 6725679.34

N: 1974198.19

E: 6725666.53

N: 1974204.71

E: 6725600.37

N: 1974111.42

E: 6725566.35

N: 1973979.94

E: 6725429.81

N: 1974066.29

E: 6725584.70

N: 1973956.41

E: 6725823.90

N: 1973843.11

E: 6725697.25

N: 1973903.05

E: 6725614.85

N: 1974019.30

E: 6725532.76

N: 1973948.55

E: 6725506.96

N: 1973960.56

E: 6725402.37

N: 1973987.01

E: 6725398.24

N: 1974003.93

E: 6725310.96

N: 1974006.88

E: 6725212.78

N: 1973975.09

E: 6724858.45

N: 1973961.30

E: 6724752.81

N: 1973945.07

E: 6724698.39

N: 1973920.62

E: 6724473.57

N: 1973908.90

E: 6724300.67

N: 1974037.19

E: 6724343.77

N: 1974092.38

E: 6724413.87

N: 1974194.51

E: 6724487.93

N: 1974267.36

E: 6724681.61

N: 1974280.44

E: 6724752.50

N: 1974265.50

E: 6724821.06

N: 1974329.50

E: 6724928.36

15'-0" CLR,

TYP

L-133

L A

Y O

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

NOTE

FOR LEGEND, SEE L-130

Feet

1:60

2401200

TEMPORARY ROPE

FENCE BARRIER, TYP

A R

C F

C L X

L a y o u t P l a n s d w g

PLANTING AND

IRRIGATION LIMITS

AutoCAD SHX Text

RM 4.9

RM 5.0

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

L-134

S I T

C O

N T

R O

I N

T R

I N

A B

L E

A R

C F

C L X

L a y o u t P l a n s d

L-150

I R

R I G

A T

I O

L A

N S

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

NOTES

1. IRRIGATION SYSTEM SHALL MEET THE PERFORMANCE SPECIFICATIONS REQUIRED, REFER TO

PERFORMANCE WORK STATEMENT.

2. AREA WITH PLANTINGS REQUIRING IRRIGATION ARE SHOWN HATCHED. ELDERBERRY TRANSPLANTS

WILL REQUIRE IRRIGATION.

3. CONTRACTOR TO PROVIDE NEW TEMPORARY POWER SOURCE FOR THE IRRIGATION SYSTEM.

4. UTILITY INFORMATION PROVIDED IS MEANT AS A GUIDE AND NOT MEANT TO BE A SUBSTITUTE FOR

ACCURATE UTILITY LOCATION DATA. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO

EXISTING INFRASTRUCTURE AS A RESULT OF WORK DONE DURING THE LENGTH OF THE CONTRACT.

5. CONTRACTOR TO PROVIDE IRRIGATION CROSSOVERS AT ALL LOCATIONS WHERE IRRIGATION LINES

CROSS PATHS OF TRAVEL.

6. NEW IRRIGATION INTAKE, COMPONENTS, AND CONNECTIONS SHOWN ON PLANS ARE

DIAGRAMMATIC AND DO NOT SHOW EXACT LOCATIONS OF NEW FACILITIES. INSTALL THESE ITEMS

PARALLEL TO AND AS CLOSELY AS POSSIBLE TO CURBS, HEADERS, OR PAVING EDGES WITHIN

PLANTED AREAS, UNLESS OTHERWISE INDICATED. SLEEVE ALL CONDUIT THAT GOES BENEATH OR

THROUGH ANY BUILT FEATURES (ROADS, SIDEWALKS, WALLS, DITCHES, GUTTERS, AND OTHER

BARRIERS).

LEGEND

(E) POWER POLE

AREAS REQUIRING IRRIGATION

WATER INTAKE FOR IRRIGATION

TEMPORARY ELECTRIC GENERATOR

FIELD ID NO.

Feet

1:60

2401200

A R

C F

C L X

I r r i g a t i o n P l a n s d w g

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

NOTE

SEE L-150 FOR NOTES

LEGEND

WATER INTAKE FOR IRRIGATION

TEMPORARY ELECTRIC GENERATOR

L-150

I R

R I G

A T

I O

O N

C E

Feet

1:60

2401200

MAINLINE

PE DRIP TUBING

INTAKE MAINLINE, REMOVEABLE

INLINE EMITTER DRIP TUBING

A R

C F

C L X

I r r i g a t i o n P l a n s d w g

NOTES:

1. PROVIDE ALL AUXILIARY PLANTINGS WITH MILK CARTON BROWSE GUARDS.

2. REMOVE MILK CARTON BROWSE GUARDS NEAR THE END OF THE 1ST ESTABLISHMENT SEASON IN THE MONTH OF NOVEMBER.

L-160

P L

A N

T I N

L A

N S

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

X X

S A

C R

A M

E N

T O

A L I F

O R

N I A

S A

C R

A M

E N

T R

I C

S A

C R

A M

E N

T O

T R

E E

I N

O U

I G

A N

I T

I G

A T

I O

T R

A C

A M

E R

I C

T R

A C

L E

A R

I N

R A

N S

P L A

N T

I N

P L A

N S

M E

R I C

M O

E A

T U

R E

R O

J E

C T

L O

W E

E X

H I B

L E

A R

I N

R A

N S

P L A

N T

I N

S I T

I T

I G

A T

I O

FINAL

J O

H N

S O

J O

H N

S O

L E

O R

B I K

S A

C R

A M

E N

N T

Feet

1:60

2401200

A R

C F

C L X

P l a n t i n g P l a n s d w g

AutoCAD SHX Text

Auto…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 30, 2022.