W912PL20B0012_Solicitation_Plans.pdf

PDF 9 MB Posted Aug 10, 2020

Attached to: Murrieta Creek Phase 1 & Phase 2A Sediment Removal Federal contract opportunity
Solicitation number: W912PL20B0012
Issued by: Department of the Army Corps of Engineers Engineering District Los Angeles

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for a sediment removal project on Murrieta Creek located in Temecula, California. The scope of work includes removing approximately 105,000 cubic yards of silt to sandy soils from within the creek channel and clearing and grubbing established riparian vegetation from around 10 acres. The sediment removal will take place in an area with potential high groundwater. The project is adjacent to an active environmental corridor that will be protected during construction. The estimated value of the contract is between $1 million and $5 million. The solicitation is restricted to 8(a) firms with offices in the Orange County-Inland Empire, Los Angeles, or San Diego districts of the Department of the Army Corps of Engineers. Responses were due by the issue date of August 10, 2020.

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Other files for this federal contract opportunity

Other files attached to Murrieta Creek Phase 1 & Phase 2A Sediment Removal, newest first.
File	Type	Posted
Bid Abstract_W912PL20B0012_Murrieta Sediment_FINAL_signed_.pdf	PDF	Sep 11, 2020
W912PL0B0012_Amendment0003.pdf	PDF	Sep 3, 2020
W912PL20B0012_Amendment0002.pdf	PDF	Aug 28, 2020
Site Visit Sign In Sheet 20200819.pdf	PDF	Aug 25, 2020
Amd 0001 final.pdf	PDF	Aug 13, 2020
W912PL20B0012_Solicitation_Specifications.pdf	PDF	Aug 10, 2020

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US Army Corps of Engineers®

LOS ANGELES DISTRICT

3 4

RIVERSIDE COUNTY, CALIFORNIA

MURRIETA CREEK PROJECT

PHASE 1 & PHASE 2A SEDIMENT REMOVAL

SOLICITATION NO.: W912PL20B0012

CONTRACT NO.:

ISSUE DATE: AUGUST 10 2020

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THIS PROJECT WAS DESIGNED BY THE

LOS ANGELES DISTRICT CORPS OF

ENGINEERS. THE INITIALS OR SIGNATURES

AND REGISTRATION DESIGNATIONS OF

INDIVIDUALS APPEAR ON THESE

PROJECT DOCUMENTS WITHIN THE

SCOPE OF THEIR EMPLOYMENT

AS REQUIRED BY ER 1110-1-8152.

SIGNATURES INDICATE OFFICIAL

RECOMMENDATION OF ALL DRAWINGS IN

THIS SET.

PREPARED UNDER THE DIRECTION OF:

COLONEL JULIE A. BAL TEN

DISTRICT ENGINEER

APPROVED BY:

CHIEF ENGINEERING DIVISION

SUBMITTED BY:

DATE:

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INGRESS/EGRESS

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UPON COMPLETION OF CONSTRUCTION

RESTORE EXISTING CONDITION

PROJECT SITE

PHASE 2A

PROJECT SITE

PHASE 1

50'

SORTING AREA

CONTRACTOR

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1. INSTALL SOIL EROSION BMP'S AROUND STOCKPILE AREA.

P.I.P.

APPROX 35'

RIPARIAN CORRIDOR

EXISTING GRADE

MURRIETA CREEK

EXISTING CHANNEL TOE

GRADE

SEDIMENT REMOVAL

EXISTING GRADE

SEDIMENT REMOVAL LINE

STA. 101+00

BEGIN CONSTRUCTION

CHANNEL CL

VARIES

EXISTING BERM PROTECT IN PLACE

REMOVAL / DAYLIGHT LINE

LIMIT OF SEDIMENT

REMOVAL / DAYLIGHT LINE

LIMIT OF SEDIMENT

REMOVAL / DAYLIGHT LINE

LIMIT OF SEDIMENT

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C002

C003 C004

C005 C006 C007

C008

C009

C010

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CURVE DATA

T= NORTHING EASTING

1,000'

22°53'24"

16°46'48"

399.53'

227.38'

292.93'

124.34'

202.47'

147.52'

2124935.07 6286679.04

2124935.07 6286679.04 2125093.32 6286515.77

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2125324.89 6286338.07

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NOTES:

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SCALE: N.T.S. SCALE: N.T.S.

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CHANNEL CROSS SECTION UPSTREAM VIEW (TYP): (SEE MURRIETA CREEK PHASE 2 EXISTING PLANS)

BASE BID (SEE NOTE 7)

OPTION II (SEE NOTE 7)

BASE BID (SEE NOTE 7)

OPTION II (SEE NOTE 7)

C. OPTION II: SEDIMENT REMOVAL STATION 80+00 TO 101+00.

B. OPTION I: SEDIMENT REMOVAL STATION 59+00 TO 80+00.

REMOVE SEDIMENT FROM STAION 32+50 TO STATION 59+00.

A. BASE BID: CLEAR AND GRUB FROM STATION 32+50 TO STATION 101+00 AND

4. DESCRIPTION OF BASE BID AND OPTIONS:

CONTRACTING OFFICER.

3. ANY QUESTIONS ABOUT LIMITS OF EXCAVATION MUST BE DISCUSSED WITH THE

ON THE ATTACHED REFERENCE PLAN SHEETS.

2. CONTRACTOR MUST PROTECT IN PLACE ALL THE EXISTING FEATURES SHOWN

MAY BE DETERMINED BY THE CONTRACTOR.

1. RIGHT-OF-WAY LINE IS SHOWN FOR INFORMATION ONLY. THE SPECIFIC LOCATION

SHEETS C-8 THROUGH C-12 FOR REFERENCE.

PROTECT IN PLACE EXISTING BERM. SEE TYPICAL CROSS SECTION ON

EXISTING TOE LINE PRIOR TO CONSTRUCTION AND PROTECT IN PLACE.

APPROXIMATE SEDIMENT REMOVAL DESIGN TOE. CONTRACTOR MUST VERIFY

DAYLIGHT/LIMIT OF SEDIMENT REMOVAL.

PROPOSED FINISHED GRADE AT CHANNEL CENTER LINE.

EXISTING GRADE AT CHANNEL CENTER LINE.

CONTRACTOR MUST NOT ENCROACH INTO THE RIPARIAN CORRIDOR. AREA).

APPROXIMATE LIMIT OF RIPARIAN CORRIDOR (ENVIRONMENTALLY SENSITIVE

EXISTING SEDIMENT TO BE REMOVED.

CONSTRUCTION NOTES

4 4

6 6

MURRIETA CREEK

M A

T R

E E

CHANNEL CL

1 D

P.I.P.

APPROX 35'

RIPARIAN CORRIDOR

EXISTING GRADE

EXISTING CHANNEL TOE

GRADE

SEDIMENT REMOVAL

VARIES

EXISTING BERM PROTECT IN PLACE

REMOVAL / DAYLIGHT LINE

LIMIT OF SEDIMENT

REMOVAL / DAYLIGHT LINE

LIMIT OF SEDIMENT

C016

C018 C019

C020 C021

C022

C023 C024 C025 C026

C027 C028

C029

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C107 C106

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C103

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10001000

79+0080+0081+0082+0083+0084+0085+0086+0087+0088+0089+0090+00

R/W R/W

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8°18'36"

56.90'

230.10'

265.79'

145.10'

76.73

72.68'

115.56'

2123959.37 6287318.77 2123999.95 6287278.90

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2124181.09 6287137.84 2124408.16 6286999.70

2124408.16 6286999.70 2124537.15 6286933.52

2124537.15 6286933.52 2124607.78 6286903.54

S=0.0020 S=0.0015

P L

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PROFILE: STA. 90+00 TO STA. 79+00

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C CHANNEL

CHANNEL CROSS SECTION UPSTREAM VIEW (TYP): (SEE MURRIETA CREEK PHASE 2 EXISTING PLANS)

OPTION II (SEE NOTE 7) OPTION I (SEE NOTE 7)

C. OPTION II: SEDIMENT REMOVAL STATION 80+00 TO 101+00.

B. OPTION I: SEDIMENT REMOVAL STATION 59+00 TO 80+00.

REMOVE SEDIMENT FROM STAION 32+50 TO STATION 59+00.

A. BASE BID: CLEAR AND GRUB FROM STATION 32+50 TO STATION 101+00 AND

4. DESCRIPTION OF BASE BID AND OPTIONS:

CONTRACTING OFFICER.

3. ANY QUESTIONS ABOUT LIMITS OF EXCAVATION MUST BE DISCUSSED WITH THE

ON THE ATTACHED REFERENCE PLAN SHEETS.

2. CONTRACTOR MUST PROTECT IN PLACE ALL THE EXISTING FEATURES SHOWN

MAY BE DETERMINED BY THE CONTRACTOR.

1. RIGHT-OF-WAY LINE IS SHOWN FOR INFORMATION ONLY. THE SPECIFIC LOCATION

SHEETS C-8 THROUGH C-12 FOR REFERENCE.

PROTECT IN PLACE EXISTING BERM. SEE TYPICAL CROSS SECTION ON

EXISTING TOE LINE PRIOR TO CONSTRUCTION AND PROTECT IN PLACE.

APPROXIMATE SEDIMENT REMOVAL DESIGN TOE. CONTRACTOR MUST VERIFY

DAYLIGHT/LIMIT OF SEDIMENT REMOVAL.

PROPOSED FINISHED GRADE AT CHANNEL CENTER LINE.

EXISTING GRADE AT CHANNEL CENTER LINE.

AREA). CONTRACTOR MUST NOT ENCROACH INTO THE RIPARIAN CORRIDOR.

APPROXIMATE LIMIT OF RIPARIAN CORRIDOR (ENVIRONMENTALLY SENSITIVE

EXISTING SEDIMENT TO BE REMOVED.

CONSTRUCTION NOTES

MURRIETA CREEK

T S

T R

E E

CHANNEL CL

P.I.P.

APPROX 35'

RIPARIAN CORRIDOR

EXISTING GRADE

EXISTING CHANNEL TOE

GRADE

SEDIMENT REMOVAL

VARIES

EXISTING BERM PROTECT IN PLACE

REMOVAL / DAYLIGHT LINE

LIMIT OF SEDIMENT

REMOVAL / DAYLIGHT LINE

LIMIT OF SEDIMENT

C032

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C099 C098

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C095 C094 C093

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CURVE DATA

T= NORTHING EASTING

2123340.20 6288051.68 2123354.46 6288040.98

NOTES:

S = 0.0015

- - 17.82' -

20°22'12" 2123354.46 6288040.98 2123715.51 6287652.49

2123715.51 6287652.49 2123818.95 6287491.48

2123818.95 6287491.4812°46'48"

FLOW

2123959.37* 6287318.77*

*END OF CURVE IS LOCATED ON SHEET C-102

PLAN: STA. 79+00 TO STA. 69+00

PROFILE: STA. 79+00 TO STA. 69+00

S T

A M

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1,500.00'

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533.16'

191.38'

223.05'

269.42'

111.99'

SCALE: NTS

P H

A S

E P

H A

S E

A S

E D

E N

T R

E M

O V

A L

SCALE: N.T.S.

1 2

P.I.P.

EXISTING SLOPE

C CHANNEL

CHANNEL CROSS SECTION UPSTREAM VIEW (TYP): (SEE MURRIETA CREEK PHASE 2 EXISTING PLANS)

OPTION I (SEE NOTE 7) OPTION I (SEE NOTE 7)

C. OPTION II: SEDIMENT REMOVAL STATION 80+00 TO 101+00.

B. OPTION I: SEDIMENT REMOVAL STATION 59+00 TO 80+00.

REMOVE SEDIMENT FROM STAION 32+50 TO STATION 59+00.

A. BASE BID: CLEAR AND GRUB FROM STATION 32+50 TO STATION 101+00 AND

4. DESCRIPTION OF BASE BID AND OPTIONS:

CONTRACTING OFFICER.

3. ANY QUESTIONS ABOUT LIMITS OF EXCAVATION MUST BE DISCUSSED WITH THE

ON THE ATTACHED REFERENCE PLAN SHEETS.

2. CONTRACTOR MUST PROTECT IN PLACE ALL THE EXISTING FEATURES SHOWN

MAY BE DETERMINED BY THE CONTRACTOR.

1. RIGHT-OF-WAY LINE IS SHOWN FOR INFORMATION ONLY. THE SPECIFIC LOCATION

SHEETS C-8 THROUGH C-12 FOR REFERENCE.

PROTECT IN PLACE EXISTING BERM. SEE TYPICAL CROSS SECTION ON

EXISTING TOE LINE PRIOR TO CONSTRUCTION AND PROTECT IN PLACE.

APPROXIMATE SEDIMENT REMOVAL DESIGN TOE. CONTRACTOR MUST VERIFY

DAYLIGHT/LIMIT OF SEDIMENT REMOVAL.

PROPOSED FINISHED GRADE AT CHANNEL CENTER LINE.

EXISTING GRADE AT CHANNEL CENTER LINE.

AREA). CONTRACTOR MUST NOT ENCROACH INTO THE RIPARIAN CORRIDOR.

APPROXIMATE LIMIT OF RIPARIAN CORRIDOR (ENVIRONMENTALLY SENSITIVE

EXISTING SEDIMENT TO BE REMOVED

6 MURRIETA CREEK

T S

T R

E E

CHANNEL CL

EXISTING CHANNEL TOE

GRADE

SEDIMENT REMOVAL

EXISTING GRADE

VARIES P.I.P.

APPROX 35'

RIPARIAN CORRIDOR

EXISTING BERM PROTECT IN PLACE

REMOVAL / DAYLIGHT LINE

LIMIT OF SEDIMENT

REMOVAL / DAYLIGHT LINE

LIMIT OF SEDIMENT

C037

C038

C039

C040 C041

C042

C043

C044

C089

C088

C087

C086 C085 C084

C083

C082

C081

C080

C079

C078

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

R R

T A C

R E

E K P

R O J E

C T

E R

E C

O U

N T

C A

O R

E N

A M

C A

D F

L O

S A

N G

E L E

C A

O R

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

10001000

59+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+00

R/W

R/ W

985985985

985 985

985 985 985

990990990

990990

990 990 990

990 990 990 990

995995995995

995995

995 995 995

10001000

1000 1000

1000 1000 1000

1005 1005

5 1005

1005 1005

1005 10

R/W

R/WR/WR/WR/W

R/ W

R/WR/W

R/W

R/WR/W

R/W

990990

995995

10001000

1005 1005

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:56:53 AM 8/5/2020

...\3.0 Design and Engineering Products\CAD\Drawings\Sheets\Sediment Removal\104784_C-104.dgn

C -1

.d g n

SCALE: 1"=50'

10' 20'0SCALE: HORIZONTAL: 1"=50' VERTICAL: 1"=10'

50' 100'0

C H

L .D

O /A .F

L .D

C-104

NORTH

PLAN

T R

U E N

R= Δ= L= NORTHING EASTING

B.C. E.C.

CURVE DATA

T= NORTHING EASTING

36°73'55"

S T

A T

P L

A N P

R O

C-105

C-106 C-107

KEY PLAN

B .L

N G

NOTES:

S = 0.0015

FLOW

2122244.39* 6288422.47* 2123340.20** 6288051.68**

END OF CURVE IS LOCATED ON SHEET C-103**

*BEGINNING OF CURVE LOCATED ON SHEET C-105

PLAN: STA. 69+00 TO STA. 59+00

PROFILE: STA. 69+00 TO STA. 59+00

S T

A . 6

A T

C H

E S

E E S

H E

E T C -1

S T

A M

A T

C H

E S

E E S

H E

E T C -1

SCALE: NTS

F G E

L E

S T

A .0

M A

T C

H L

F G E

L E

S T

A .0

M A

T C

H L

1,850.00' 1,176.57' 608.95'

P H

A S

E P

H A

S E

A S

E D

E N

T R

E M

O V

A L

SCALE: N.T.S.

P.I.P.

EXISTING SLOPE

LC CHANNEL

CHANNEL CROSS SECTION UPSTREAM VIEW (TYP): (SEE MURRIETA CREEK PHASE 2 EXISTING PLANS)

OPTION I (SEE NOTE 7)

C. OPTION II: SEDIMENT REMOVAL STATION 80+00 TO 101+00.

B. OPTION I: SEDIMENT REMOVAL STATION 59+00 TO 80+00.

REMOVE SEDIMENT FROM STAION 32+50 TO STATION 59+00.

A. BASE BID: CLEAR AND GRUB FROM STATION 32+50 TO STATION 101+00 AND

4. DESCRIPTION OF BASE BID AND OPTIONS:

CONTRACTING OFFICER.

3. ANY QUESTIONS ABOUT LIMITS OF EXCAVATION MUST BE DISCUSSED WITH THE

ON THE ATTACHED REFERENCE PLAN SHEETS.

2. CONTRACTOR MUST PROTECT IN PLACE ALL THE EXISTING FEATURES SHOWN

MAY BE DETERMINED BY THE CONTRACTOR.

1. RIGHT-OF-WAY LINE IS SHOWN FOR INFORMATION ONLY. THE SPECIFIC LOCATION

SHEETS C-8 THROUGH C-12 FOR REFERENCE.

PROTECT IN PLACE EXISTING BERM. SEE TYPICAL CROSS SECTION ON

EXISTING TOE LINE PRIOR TO CONSTRUCTION AND PROTECT IN PLACE.

APPROXIMATE SEDIMENT REMOVAL DESIGN TOE. CONTRACTOR MUST VERIFY

DAYLIGHT/LIMIT OF SEDIMENT REMOVAL.

PROPOSED FINISHED GRADE AT CHANNEL CENTER LINE.

EXISTING GRADE AT CHANNEL CENTER LINE.

AREA). CONTRACTOR MUST NOT ENCROACH INTO THE RIPARIAN CORRIDOR.

APPROXIMATE LIMIT OF RIPARIAN CORRIDOR (ENVIRONMENTALLY SENSITIVE

EXISTING SEDIMENT TO BE REMOVED

CHANNEL CL

MURRIETA CREEK

1 1

P.I.P.

THK. RIPRAP

EXISTING 15"

EXISTING GRADE

GRADE

SEDIMENT REMOVAL

RIPARIAN CORRIDOR

MUST NOT ENCROACH INTO

DAYLIGHT OF 2:1 SLOPE

P.I.P.

APPROX 70'

RIPARIAN CORRIDOR

REMOVAL / DAYLIGHT LINE

LIMIT OF SEDIMENT

REMOVAL

LIMIT OF SEDIMENT

C045

C046 C047

C048

C049

C050

C051

C052

C044

C078

C077

C076

C074

C073

C072 C071

C075

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

R R

T A C

R E

E K P

R O J E

C T

E R

E C

O U

N T

C A

O R

E N

A M

C A

D F

L O

S A

N G

E L E

C A

O R

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

985 98

985 985

990 990

995995

10001000

49+0050+0051+0052+0053+0054+0055+0056+0057+0058+0059+00

R/W

R/WR/WR/WR/W

R/ W

R/WR/W

R/W

R/WR/W

R/W

E C

S T

A .8

B C

S T

A .1

E C

S T

A .8

B C

S T

A .5

B C

S T

A .2

R/W

WR/W

985 98

985 985

990 990

995995

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:57:41 AM 8/5/2020

...\3.0 Design and Engineering Products\CAD\Drawings\Sheets\Sediment Removal\104784_C-105.dgn

C -1

.d g n

C-105

R= Δ= L= NORTHING EASTING

B.C. E.C.

CURVE DATA

T= NORTHING EASTING

NORTH

PLAN

TRUE N

F1 50' 100'0

L .D

O /A .F

SCALE: 1"=50' 50' 100'0

10' 20'0

1,000' 4°29'13.17" 78.31' 39.18'

-407.27'

800' 14°52'33.84" 207.71' 104.44'

FLOW

2,121,476.89 6,288,577.32 2,121,553.15 6,288,559.56

2,121,553.15 6,288,559.56 2,121,945.88 6,288,451.75

2,121,945.88 6,288,451.75 2,122,151.04 6,288,423.24

2,122,151.04 6,288,423.24 2,122,244.39 6,288,422.47

NOTES:

93.36'

L .D

R .R

C H

S T

A T

P L

A N P

R O

KEY PLAN

C-107

C-106

C-105

C-104 C-103

C-102

J .O

E H

L E

S = 0.0016

PLAN: STA. 59+00 TO STA. 49+00

F G

S T

A .0

M A

T C

H L

F G

P V I .0

M A

T C

H L

S T

A M

A T

C H

E S

E E S

H E

E T C -1

S T

A M

A T

C H

E S

E E S

H E

E T C -1

PROFILE: STA. 59+00 TO STA. 49+00

SCALE: NTS

SCALE: HORIZONTAL: 1"=50', VERTICAL: 1"=10'

P H

A S

E P

H A

S E

A S

E D

E N

T R

E M

O V

A L

SCALE: NTS

P.I.P.

EXISTING SLOPE

CHANNEL CROSS SECTION UPSTREAM VIEW (TYP): (SEE SHEET 8 OF 23 MURRIETA CREEK PHASE 2)

LINE AND ALL VEGETATION FROM MAINTENANCE ROAD SURFACE AREA.

VEGETATION IN THE AREA BETWEEN MAINTENANCE ROAD AND RIGHT OF WAY

6. EAST BANK TOP OF SLOPE AREA STA. 59+00 TO 43+00, REMOVE NON-NATIVE

PROJECT.

5. POTENTIAL HIGH GROUNDWATER BETWEEN STATION 59+00 AND END OF

C. OPTION II: SEDIMENT REMOVAL STATION 80+00 TO 101+00.

B. OPTION I: SEDIMENT REMOVAL STATION 59+00 TO 80+00.

REMOVE SEDIMENT FROM STAION 32+50 TO STATION 59+00.

A. BASE BID: CLEAR AND GRUB FROM STATION 32+50 TO STATION 101+00 AND

4. DESCRIPTION OF BASE BID AND OPTIONS:

CONTRACTING OFFICER.

3. ANY QUESTIONS ABOUT LIMITS OF EXCAVATION MUST BE DISCUSSED WITH THE

ON THE ATTACHED REFERENCE PLAN SHEETS.

2. CONTRACTOR MUST PROTECT IN PLACE ALL THE EXISTING FEATURES SHOWN

MAY BE DETERMINED BY THE CONTRACTOR.

ATTACHED MURRIETA CREEK PHASE 2 SHEETS 5 THROUGH 7 FOR REFERENCE.

EXISTING TOE LINE PRIOR TO CONSTRUCTION AND PROTECT IN PLACE. SEE

APPROXIMATE SEDIMENT REMOVAL DESIGN TOE. CONTRACTOR MUST VERIFY

EXISTING CHANNEL TOE.

DAYLIGHT/LIMIT OF SEDIMENT REMOVAL.

PROPOSED FINISHED GRADE AT CHANNEL CENTER LINE.

EXISTING GRADE AT CHANNEL CENTER LINE.

AREA). CONTRACTOR MUST NOT ENCROACH INTO THE RIPARIAN CORRIDOR.

APPROXIMATE LIMIT OF RIPARIAN CORRIDOR (ENVIRONMENTALLY SENSITIVE

EXISTING SEDIMENT TO BE REMOVED.

B A

CHANNEL CL

MURRIETA CREEK

COMPLETION OF CONSTRUCTION

RESTORE EXISTING RAMP UPON

P.I.P.

THK. RIPRAP

EXISTING 15"

SEDIMENT REMOVALEXISTING GRADE

DAYLIGHT OF 2:1 SLOPE

P.I.P.

APPROX 70'

RIPARIAN CORRIDOR

REMOVAL / DAYLIGHT LINE

LIMIT OF SEDIMENT

REMOVAL

LIMIT OF SEDIMENT

C070 C069 C068 C067

C066

C065

C053 C054 C055 C056

C057

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

R R

T A C

R E

E K P

R O J E

C T

E R

E C

O U

N T

C A

O R

E N

A M

C A

D F

L O

S A

N G

E L E

C A

O R

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

10001000

39+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+00

R/W

R/WR/WR/WR/W

R/ W

R/WR/W

R/W

R/WR/W

R/W

E C

S T

A .9

B C

S T

A .0

985 985 985

985 985 985 985

990990990

990 990 990

995995995

995 995 995 995

10001000

100010001000

10051005

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:58:15 AM 8/5/2020

...\3.0 Design and Engineering Products\CAD\Drawings\Sheets\Sediment Removal\104784_C-106.dgn

C-106

R= Δ= L= NORTHING EASTING

B.C. E.C.

CURVE DATA

T= NORTHING EASTING

B - -

NORTH

PLAN

TRUE N

F1 50' 100'0

L .D

O /A .F

SCALE: 1"=50' 50' 100'0

10' 20'0SCALE: H:1"=50' V=1"=10'

1,000.00' 5°05'47.68" 88.95' 44.51' 2,120,529.51 6,288,763.16 2,120,616.01 6,288,742.53

2,120,616.01 6,288,742.53876.60'

NOTES:

C -1

.d g n

FLOW

R .R

C H

L .D

S T

A T

P L

A N P

R O

SCALE:

KEY PLAN

C-107

C-106

C-105

C-104 C-103

C-102

6,288,577.32*2,121,476.89*

E H

L E

*END OF CURVE IS LOCATED ON SHEET C-105

PLAN: STA. 49+00 TO STA. 39+00

S T

A M

A T

C H

E S

E E S

H E

E T C -1

PROFILE: STA. 49+00 TO STA. 39+00

S T

A M

A T

C H

E S

E E S

H E

E T C -1

ACCESS R

AMP

S = 0.0016

F G E

L E

S T

A .0

M A

T C

H L

F G E

L E

S T

A .0

M A

T C

H L

P H

A S

E P

H A

S E

A S

E D

E N

T R

E M

O V

A L

SCALE: NTS

CHANNEL CROSS SECTION UPSTREAM VIEW (TYP): (SEE SHEET 8 OF 23 MURRIETA CREEK PHASE 2)

P.I.P.

EXISTING SLOPE

ATTACHED MURRIETA CREEK PHASE 2 SHEETS 5 THROUGH 7 FOR REFERENCE.

EXISTING TOE LINE PRIOR TO CONSTRUCTION AND PROTECT IN PLACE. SEE

APPROXIMATE SEDIMENT REMOVAL DESIGN TOE. CONTRACTOR MUST VERIFY

EXISTING CHANNEL TOE.

DAYLIGHT/LIMIT OF SEDIMENT REMOVAL.

PROPOSED FINISHED GRADE AT CHANNEL CENTER LINE.

EXISTING GRADE AT CHANNEL CENTER LINE.

AREA). CONTRACTOR MUST NOT ENCROACH INTO THE RIPARIAN CORRIDOR.

APPROXIMATE LIMIT OF RIPARIAN CORRIDOR(ENVIRONMENTALLY SENSITIVE

EXISTING SEDIMENT TO BE REMOVED.

CONSTRUCTION NOTES

LINE AND ALL VEGETAION FROM MAINTENANCE ROAD SURFACE AREA.

VEGETATION IN THE AREA BETWEEN MAINTENANCE ROAD AND RIGHT OF WAY

6. EAST BANK TOP OF SLOPE AREA STA. 59+00 TO 43+00, REMOVE NON-NATIVE

PROJECT.

5. POTENTIAL HIGH GROUNDWATER BETWEEN STATION 59+00 AND END OF

C. OPTION II: SEDIMENT REMOVAL STATION 80+00 TO 101+00.

B. OPTION I: SEDIMENT REMOVAL STATION 59+00 TO 80+00.

REMOVE SEDIMENT FROM STAION 32+50 TO STATION 59+00.

A. BASE BID: CLEAR AND GRUB FROM STATION 32+50 TO STATION 101+00 AND

4. DESCRIPTION OF BASE BID AND OPTIONS:

CONTRACTING OFFICER.

3. ANY QUESTIONS ABOUT LIMITS OF EXCAVATION MUST BE DISCUSSED WITH THE

ON THE ATTACHED REFERENCE PAN SHEETS.

2. CONTRACTOR MUST PROTECT IN PLACE ALL THE EXISTING FEATURES SHOWN

MAY BE DETERMINED BY THE CONTRACTOR.

CHANNEL CL

EXISTING GRADE

SEDIMENT REMOVAL LINE

STA. 32+50

END OF CONSTRUCTION

MURRIETA CREEK

P.I.P.

THK. RIPRAP

EXISTING 15"

EXISTING GRADE

SEDIMENT REMOVAL

DAYLIGHT OF 2:1 SLOPE

P.I.P.

APPROX 70'

RIPARIAN CORRIDOR

REMOVAL / DAYLIGHT LINE

LIMIT OF SEDIMENT

REMOVAL

LIMIT OF SEDIMENT

C061

C058 C059 C060

C064

C063 C062

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

R R

T A C

R E

E K P

R O J E

C T

E R

E C

O U

N T

C A

O R

E N

A M

C A

D F

L O

S A

N G

E L E

C A

O R

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R/ W

R/W

980980

985 98

985 985 985

990990

995 995

10001000

10201020

10001000

32+0033+0034+0035+0036+0037+0038+0039+00

R/W

R/WR/WR/WR/W

R/ W

R/WR/W

R/W

R/WR/W

R/W

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:58:47 AM 8/5/2020

...\3.0 Design and Engineering Products\CAD\Drawings\Sheets\Sediment Removal\104784_C-107.dgn

R= Δ= L= NORTHING EASTING

B.C. E.C.

CURVE DATA

T= NORTHING EASTING

NORTH

PLAN

TRUE N

F1 50' 100'0

SCALE: 1"=50' 50' 100'0

10' 20'0SCALE: H:1"=50' V=1"=10'

NOTES:

--- 944.40'

C-107

L .D

O /A .F

C -1

.d g n

FLOW

R .R

C H

L .D

S T

A T

P L

A N P

R O

C-105

C-106 C-107

KEY PLAN

2,120,529.51** 6,288,763.16**

T E

M E

C U

L A P

K W

J .O

E H

L E

2,119,621.52* 6,289,022.83*

**END OF CURVE IS LOCATED ON SHEET C-106

*BEGINNING OF CURVE IS LOCATED AT STA. 31+42

SEE PROFILE

SLOPE,

SCALE: N.T.S.

S E

E N

T R

E M

O V

A L

PLAN: STA. 39+00 TO STA. 32+50

PROFILE: STA. 39+00 TO STA. 32+50

F G E

L E

M A

T C

H L

S T

A M

A T

C H

E S

E E S

H E

E T C -1

TIE-IN TO EXISTING CHANNEL

S = 0.0016

S = 0 .10

SCALE: NTS

F G E

L E

S T

D O

F C

O N

S T

R U

C T

F G E

L E

P V I .3

P H

A S

E P

H A

S E

A S

E D

E N

T R

E M

O V

A L

SCALE: NTS

CHANNEL CROSS SECTION UPSTREAM VIEW (TYP): (SEE SHEET 8 OF 23 MURRIETA CREEK PHASE 2)

P.I.P.

EXISTING SLOPE

BASE BID (SEE NOTE 7)

ATTACHED MURRIETA CREEK PHASE 2 SHEETS 5 THROUGH 7 FOR REFERENCE.

EXISTING TOE LINE PRIOR TO CONSTRUCTION AND PROTECT IN PLACE. SEE

APPROXIMATE SEDIMENT REMOVAL DESIGN TOE. CONTRACTOR MUST VERIFY

EXISTING CHANNEL TOE.

DAYLIGHT/LIMIT OF SEDIMENT REMOVAL.

PROPOSED FINISHED GRADE AT CHANNEL CENTER LINE.

EXISTING GRADE AT CHANNEL CENTER LINE.

AREA). CONTRACTOR MUST NOT ENCROACH INTO THE RIPARIAN CORRIDOR.

APPROXIMATE LIMIT OF RIPARIAN CORRIDOR (ENVIRONMENTALLY SENSITIVE

EXISTING SEDIMENT TO BE REMOVED.

CONSTRUCTION NOTES

PROJECT.

5. POTENTIAL HIGH GROUNDWATER BETWEEN STATION 59+00 AND END OF

C. OPTION II: SEDIMENT REMOVAL STATION 80+00 TO 101+00.

B. OPTION I: SEDIMENT REMOVAL STATION 59+00 TO 80+00.

REMOVE SEDIMENT FROM STAION 32+50 TO STATION 59+00.

A. BASE BID: CLEAR AND GRUB FROM STATION 32+50 TO STATION 101+00 AND

4. DESCRIPTION OF BASE BID AND OPTIONS:

CONSTRUCTION OFFICER.

3. ANY QUESTIONS ABOUT LIMITS OF EXCAVATION MUST BE DISCUSSED WITH THE

ON THE ATTACHED REFERENCE PLAN SHEETS.

2. CONTRACTOR MUST PROTECT IN PLACE ALL THE EXISTING FEATURES SHOWN

MAY BE DETERMINED BY THE CONTRACTOR.

A z I

> w _J w u

L q,sa ,, LE II

7 6 5 VALUE ENGINEERING PAYS

SCAL : 1IN. •

6 5

EL. 1006.94

TOP OF RIPR

992.2

----------, _______ EL. 986.94

TOP OF EAST

SLOPE

ELEV. 981.94

' ··-··-··-i-··

(1) z I-

> w _J w

FI./W

T.R.M.

VG;_ CHANNEL

'MAINTAINED

SECTION

PE !ml 15' MAIN

IPRAP ROAD

TOP OF

15" RIPRAP

DESIGN

INVERT

BEjRM

VARI I VARIES

65' TO 48' 1162' TO 121

VARIES

227.5' TO 169'

TYPICAL CROSS SECTION

N.T.S.

LEGEND

PROTECT IN PLACE

CONSTRUCTED BY OTHERS

EXISTING LANDSCAPE IMPROVEMENTS

(IRRIGATION SYSTEM, TRAILS,._PLANTINGSJ

PROTECT IN PLACE, SEE L ::,HEETS.

CONSTRUCTION NOTES:

[j] 8~~frnY1~i. ~~~N~~tE1E~V-fNFO~T~y~\~~tp Df~~1rt

~ ~~rsJ~~Ns st~~-~i~INFb~\j~~ii'LS.

OQ) CONSTRUCT DROP INLET, SEE SHEET S6 AND S?.

fi2l CONSTRUCT MAINTENANCE ROAD-DECOMPOSED GRANITE

L.'.=-1 SURFACING ON WEST SIDE, ASPHALT PAVING ON EAST SIDE,

SEE SHEET C13-C14.

o:§J

IT?]

INST ALL TOP OF BANK LANDSCAPING,

SEE L SHEETS.

INSTALL CHANNEL REVEGETATION, SEE SHEET LCR-1.

TEMPORARY BERM

~ END PROTECTION, SEE SHEET C34 FOR DETAILS.

REFERENCE NOTE:

1. FOR CROSS SECTIONS, SEE SHEET C27.

2. FOR SIDE DRAINS INFORMATION,

SEE SHEETS C?O.

CHANNEL ~ CURVE DATA.

Pl. STATION 102•68. 78

!::,. 9° 38'23"

R· 5,000'

L · 841.22'

T · 421.61'

GRAPHIC SCALE

50 25 0 50

SCALE: 1" · 50'

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C-8

Plot Date: 3!-I./ARCH-2015

A z I

> w _J w

EL. 1006.94

15" RIP-RAP

BANK PROTECTION

ELEV. 1002.9

VEL. 7.11

TOP OF RIPR

EL. 986.94

ELEV. 981.94

TOE OF RIPR

7 6 5 VALUE ENGINEERING PAYS 4 3

SIDE SLOPE TRANSITION SOIL CEMENT BANK PROTECTION SOIL CE~ENT BANK =p=R~o=T=E~c=T-IO_N _______ .,_,__ _________ ~--------~---------------------------- . I .

• 0 co 0

(J) • t- .

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TOE OF SOIL in

EMENT SLOPE

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7 O:'.

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Oo w

• 0 t- tD

"'"' w"1 TOP OF EAST/WEST CHANNEL SLOPE

ELEV. 1002.4

VEL. 7.93

(J) • t- C/1 I

O:'. •

z':' 17

0 " um

ELEV. 1006.44

------- -, __ J-~---,, /r-..__----

DESIGN INVER

" co a, n:::~o_ omu

O:'.

W<(c Ot- st (/}U1N

S • 0.0020

ELEV. 1005.48

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• w-o uU1

(J) <(t-

<( 0(/) t- zW C/1 w~

EL. 1005.24

ELEV. 979.74

c:i

(J) co z I w _J w

[~-----------...3..-t __ ___J_~------T-----------------------------------------~T~O~E~O~FJS~O~IL~~.._ ____ __:~~L CEMENT SLOP 980

976-+-~-~~-~--~-+-~-~--+-~~-~-+---~~-~~---+-~-~~-+-~-~-+-~--~-~~-~-+-~-~~-~--~-+-~-~--+-~~-~-+---+-~~-~~-t-976 100•00 99•00 98•00 97•00 96•00 95•00 94•00 93•00 92•00 91•00 90•00 89+00

PROFILE

VERT. SCALE: 1IN. • 5FT.

HORIZ. SCALE: 1IN. • SOFT.

SCALE: 1IN. • 50F T.

6 5 SAFETY PAYS 4

ICULAR TUR~ AROUND

C STD. M827

R/W

;Ji;IIII'~

T.R.M.

v(j:_ CHANNEL

Al T AINED CH ANN

ECTION

15 " MAINT~

ROAD

SOIL! CEMENT

', BERM - - -i- - - - - - -

VARIES VARIES

83.5' T070' I 83.5' T070'

VARI S

167'TO 140'

TYPICAL CROSS SECTION

N.T.S. ((j:_ CHANNEL

MAINTAINED

CHANNEL

pECTION

15' MAIN

L ROAD

VARIES I VARIES

190' TO 70' 1190' TO 70'

VARIES

140' TO 167'

TYPICAL CROSS SECTION

N.T.S.

LEGEND

0 PROTECT IN PLACE.

CONSTRUCTION NOTES:

R/W

[j] ~~~frn~1S1. ~1~N~~1:E1Ei~~NFO~T~y~\t~tp stl591~~S.

rn rn~lJ~~~JT c~trNf~EffcrnNFi~THrr~tAfEsMltT1oNS.

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WCX)

0 I- 0:: Vl Cl..

01-

Z+

<CO

_JQ

Cl..~

I- Vl

[zJ POST AND CABLE FENCE, SEE SHEET C14 FOR DETAILS. 1--.....--T""""""T----I

@] CONSTRUCT SIDE DRAIN FEATURE,

SEE SHEETS C65-C69 FOR DET~LS.

[ill INST ALL PIPE GATE. SEE SHEET C38.

r;::;i CONSTRUCT MAINTENANCE ROAD- DECOMPOSED GRANITE

~ SURFACING ON WEST SIDE, ASPHALT PAVING ON

EAST SIDE, SEE SHEET C13-C14.

~ CONSTRUCT VEHICLE TURN AROUND, SEE SHEET M1.

~ INSTALL TOP OF BANK LANDSCAPING, SEE L SHEETS.

om INSTALL CHANNEL REVEGET ATION, SEE SHEET LCR-1 ..

~ INSTALL CONCRETE OVERFLOW, SEE SHEET M-1.

~ TEMPORARY BERM

~ SETTLEMENT MONUMENT, STA. 99•00, STA. 94•00,

AND ST A. 89•00 EAST AND WEST MAINTENANCE ROAD

REFERENCE NOTE:

FOR CROSS SECTIONS, SEE SHEET C26,

C27 AND C28.

FOR SIDE DRAINS INFORMATION,

SEE SHEETS C70, C70.

CHANNEL (i CURVE DATA.

Pl. STATION 95•28.19 89•59.49 !:::,. 16° 54'15" 21' 22'41"

R· 1,500' 1,350'

L · 442.55' 503.71'

T· 222.9' 254.82'

GRAPHIC SCALE

50 100FT

=""'= ....... ==_..... ................ 25 0 50

SCALE: 1"• 50'

z Cl d d ,;_ >

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SHEET

C-9

Plot Dole: 3/-MARCH-2015

C z I

> w ....J w

8 7 6

5 VALUE ENGINEERING PAYS

SOIL CEMENT BANK PROTECTION

" " " w 110 C) 110 0

~ ~w ~ o 8 8° o ::ci ffi ~~~'?o TOP OF EAST/WEST ~ ~~~ g cc,::g-~, ,ca EL.1005.03

................. :g ...... ~ 5? .................. CHANNU .. SlQ.I?.( ................................................................................ ";' -0-··························S'· ·"·'<·························•· ,::,--·············································-f··-i-··:+·,· ,····+·:··l··+·············· .S.T.A .. 7.9.,5.7 .. .14 ~ <i:6§ <(~ r1J-----+------I/-~ ~5s ~II ~q I I 1:i :~:1 I I ~ ~w3:~:i: <(~ <etnt; <(~ EL.1005.18 -r-~ 1-:~cn:~~:-1 ~-, :r: tn ::i: tn ~j tn ::i: STA 81+60.00 :1

1 : 1-t--1-.. -r1 : i: EL. 1004. 79

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ELEV. l005 .o4 ELEV. 1005.44 ELEV. 1005.32 :_:_ ~---= =--' ::-_--:::~--:-: r-----------------"I

STA 85+00 : ' ' : ELE'V. '1 04.275 EL. 1005.24

C'C'~

S Ss ,1) 1'

'~1,.-,<) -1¼ ',%- -0.,,_

EL. 9~4. 74

ELEV. 979. 74

S • 0.0020

ELEV. 984.56

ELEV. 1001.5

VEL. 7.42

DESIGN INVER

S • 0.0015

;!--'----,- MIN. B I GE SOFFET ELEVATION

11 11

EL. 982. 79

ELEV. 977.79

z I w ....J w

R/W

RIPARIAN

CORRIDOR

35'

LEGEND

PROTECT IN PLACE

JOIN EXISTING WORK.

f CHANNEL

SOIL

- _j I

15 " MAINT.

ROAD

CEMENT

BERM

SHORING

COMPACTED 1 I'~

FILL, STRUCTURAL ~ & 1 '(.\::::j-_J__-=----+--------!-:-~\'

R/W

C 980 - - - - - ..,.. - - - - -r------_____ ___J_ __________ _J 980

VARIES VARIES

L _____ -:-

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PROFILE EXIST. NEW POWER POLE LOCATION

VERT. SCALE: 11N. • 5FT. N 2 124 075.70

HORIZ. SCALE: 11N. • 50FT. E 6 287 349.41 iS

EAST SIDE SH

83.5' T070' 83.5' T070'

VARI S

16 'TO 140'

TYPICAL CROSS SECTION

N.T.S.

CONSTRUCTION NOTES:

(1] CONSTRUCT CHANNEL SECTION WITH SOIL CEMENT

EMBANKMENT. SEE SHEET C14 FOR TYPICAL

SECTIONS.

[zJ

CONSTRUCT RAMP TO INVERT. SEE

SHEET C41 FOR DET~LS.

INSTALL POST AND CABLE FENCE, SEE

FOR DETAIL.

CONSTRUCT SIDE DRAIN FEATURE,

SEE SHEETS C65-C69 FOR DET~LS.

SHEET C14

'127 CONSTRUCT MAINTENANCE ROAD-DECOMPOSED

~ GRANITE SURF ACING ON WEST SIDE, ASPHALT

PAVING ON EAST SIDE, SEE SHEET C14 FOR

DETAILS.

INST ALL TOP OF BANK LANDSCAPING,

SEE L SHEETS.

oi oi ci ci

<( (D lfl w CXl ::::!r--.

LL •

0 <( a::: I-

a. Vl oO z I- <( 0 zO _J Ol

a. CXl

I- Vl

,i z " "' I !2 u ~

Ii§] INSTALL CHANNEL REVEGETATION, SEE SHEET LCR-1. ~ w

A f7lf;Jr,-

8 6 5 SAFETY PAYS 4 3

[j] SETTLEMENT MONUMENT, STA. 84•00 AND

ST A. 79+00 EAST AND WEST MAINTENANCE ROAD.

l1Q] TEMPORARY BERM

NOTE:

1. INSTALL POST AND CABLE FENCE ATOP CHANNEL WAL

<BOTH SIDES) AT STA 59•00 TO 97•00.

REFERENCE NOTE:

1. FOR CROSS SECTIONS, SEE SHEET C28 AND C29.

2. FOR SIDE DRAINS INFORMATION,

SEE SHEETS C70, C70.

CHANNEL ~ CURVE DATA.

Pl. STATION 86•07.27 81•53.65 78•70.14 l::,_ 7° 20'05" 13° 11'00" 12° 46'4 7"

R· 1,000' 400' 1,000'

L · 128.01' 92.04' 223.05'

T · 64.09.9' 46.22 111.99'

(" 6 GRAPHIC SCALE

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50 25 0 50 100FT

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C-10

I-

EL. 1004. 79

TOP OF EAST/WEST

MAINTENANCE ROAD

6 5

SOIL CEMENT BANK PROTECTION

VALUE ENGINEERING PAYS

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DESIGN INVER

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ELEV. 976.14

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EXIST. ENCASED 15" FILL, STRUCTURAL~

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CORRIDOR MAINTAINED CHANNEL

TION

15 " MAINT.

ROAD

SOIL CEMENT

BERM

R/W

78+00 77•00 76•00 75•00 ~ 0 74•00 73•00 72•00 71•00 70•00 69•00 67•00 I (,\::::j--'--~::::,,._-...L.-____ ---J:,e/11-L----:!-:5, c2 st PROFILE

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C/1 « HORIZ. SCALE: 1IN. • SOFT.

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.,c:i ;,,'Y-

SALVAGE

VARIES VARIES

83.5'-70' 83.5'-70'

140'

TYPICAL CROSS SECTION

N.T.S.

CONSTRUCTION NOTES:

INSTALL POST AND CABLE FENCE, SEE SHEET

C14 FOR DETAIL .

CONSTRUCT SIDE DRAIN FEATURE,

SEE SHEETS C65-C69 FOR DET~LS.

ci l,J J:<N 1/lz

<(.,_ I 3:: :J a.

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SCALE: 1IN. • SOFT. So

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SURF ACING ON WEST SIDE, ASPHALT

PAVING ON EAST SIDE, SEE SHEET C13-C14.

INST ALL TOP OF BANK LANDSCAPING,

SEE L SHEETS.

INST ALL CHANNEL REVEGET ATION,

SEE SHEET LCR-1.

TEMPORARY BERM

SETTLEMENT MONUMENT, STA. 74+00 AND

ST A. 69+00 EAST AND WEST MAINTENANCE ROAD.

ADD PIER NOSE SCROUR PROTECTION: SEE DETAIL

HEREON.

REFERENCE NOTE:

1. FOR CROSS SECTIONS, SEE SHEET C29 & C30.

2. FOR SIDE DRAINS INFORMATION,

SEE SHEETS C70, C70.

NOTE:

1. INSTALL POST AND CABLE FENCE ATOP

CHANNEL WALL <BOTH SIDEl AT STA 59+00

TO 97+00

CHANNEL ~ CURVE DAT A.

Pl. STATION 73+03.04 £::,. 20° 21'55"

R·

GRAPHIC SCALE

1,500'

L · 533.16'

0 50 100FT

iiiiiiiii""""iiiiiiiiil""""iiiiiiiiiiiiiiiiiiiiiiii_..... ........ ......., T· 269.42'

SCALE: 1" 50'

3 2 w

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SHEET

C-11

Plot Dole: 3/-MARCH-2015

8 7 6 5 VALUE ENGINEERING PAYS 4 3 2

I-

SO IL CEMENT BANK PROTECT ION

10?�-li'----------------------------;Bc;cA;-;S:-;,E�B';;c'

ID,----;:Oc;',P;';'T';';

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ELEV. 1002.73

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TOP OF

;; 1000

0 EAST SLOPE

w _J w

ELEV. 998.8

VEL. 8.53

ELEV. 1003.11 ELEV. 998.9

TOP OF SO ILVEL. 6.4 7

CEMENT SLOPE

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ELEV. 998.8

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COMPACTED

F ILL, STRUCTURAL

� CHANNEL

RIPARIAN

I CORR IDOR MA INT · INEO CHANNEL

S CT ION

15 " MA INT.

ROAD

SO IL CEMENT

BERM

170'TO 105'

VAR IES

205'TO 140'

vi (f)NW

__ r EX IST ING GROUND Isl �

ELEV. 987.0 990

TYPICAL CROSS SECTION

N.T.S.

EL. 981.14

ELEV. 976.14

S • 0.0015

TOE OF SO IL

CEMENT SLOP

DES IGN INVER

R/W

I 980: 2/. -�---

R IPAR IAN

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BERM

15' MA INT.

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MA INTA INED CHANNEL

SECT ION

SO IL CEMENT

DES IGN &

R/W

! INVERL COMPACTED

-----1------

F ILL, STRUCTURAL

0 "' w-122880.11 � U5 BERM [jz]

FUTURE BOYS AND

G IRLS GYM AND PARK ING

CBY OTHERS)

CHANNEL

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10 "' N TR S IT ION " -

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IDE DRA IN FEATURE. SEE SHEETS

DETAILS.

SHEET S6 & S7.

A INTENANCE ROAD-DECOMPOSED GRAN ITE SURFAC ING

E, ASPHALT PAV ING ON EAST S IDE, SEE SHEET C13-C14.

INST ALL TOP OF BANK LANDSCAP ING, SEE L SHEETS.

· CHANNEL REVEGETAT ION, SEE SHEET LCR-1..

__ [jz] TEMPORARY BERM --e_

987 ·---.Jigl

SETTLEMENT MONUMENT, STA 64•00 AND STA 59•20

�� EAST AND WEST MA INTENANCE ROAD

DATA. REFERENCE NOTE: ✓HANNEL i CURVE

Pl. S ,T ION 64• 75.45

1. FOR CROSS SECT IONS, SEE SHEET

C31.

2. FOR S IDE DRA INS INFORMAT ION,

SEE SHEETS C70, C70.

I.- 919.28' GRAPH IC SCALE

469.34' 50 25 0 50 100FT

SCALE= 1" 50'

NOTE:

TRANSi ION - . .

INSTALL POST AND CABLE FENCE ATOP

CHANNEL WALLS CBOTH S IDES) AT ST A

59•00 TO 97•00.

SAFETY 4 2

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G-001.pdf

Murrieta Creek Sediment Removal 20200805.pdf

G2-G3.pdf

104784_G-002

104784_G-003

Murrieta Sediment Removal 20200805.pdf

104784_C-101

104784_C-102

104784_C-103

104784_C-104

104784_C-105

104784_C-106

104784_C-107

Phase 2_Final_Sta.59+00-Sta.98+30.pdf

Phase 1 As-Built.pdf

Reach1_Sht5

Reach1_Sht6

Reach1_Sht7

Reach1_Sht8

Reach1_Sht13

Reach1_Sht14

File details come from the government source that posted it. Updated Aug 11, 2020.