B08_Attachment_08_140P8423R0006_Dwgs-U1_19May2023_0001.pdf

S S

S S

S S

S E

E

S

S

S

EXSAN

EXSAN

EXSAN

EXSAN

EXSAN

EXSAN

EXSAN

EXSAN

EXSAN

EXSAN

EXSAN

EXSAN

W

W

W

W

UE

UE

UE

UE

UE

UE

UE

UE

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UE

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UE

UE

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UE

UE

E

S1 LA

T:

N

° 3 5'

.7

0"

LO

NG

: W

4°

5'

.7

7"

S2 LA

T:

N

° 3 5'

.9

9"

LO

NG

: W

4°

5'

.5

0"

S3 LA

T:

N

° 3 5'

.7

7"

LO

NG

: W

4°

5'

.0

3"

S4 LA

T:

N

° 3 5'

.4

9"

LO

NG

: W

4°

5'

.0

0"

S5 LA

T:

N

° 3 5'

.5

1"

LO

NG

: W

4°

5'

.8

0"

2525 0 50

HORIZ.

CONSTRUCT STORM

SYSTEM (TYP)

CONSTRUCT SIDEWALK

CONCRETE WASH-OUT

AREA

REST ROOMS TO REMAIN OPERATIONAL

FOR CONTRACTOR USE, EXCEPT DURING

WATER MAIN TRANSITION

VEHICLE STAGING &

FUELING

ENTRY/EXIT

WETLAND

DRAINAGE/STREAM

WASTE STORAGE

STABILIZED ENTRANCE

(IF REQUIRED PRIOR TO PAVEMENT)

SAMPLING LOCATION 1

SAMPLING LOCATION 2

SAMPLING LOCATION 3

SAMPLING LOCATION 4

ROUGH SLOPE PRIOR TO

RECP

EXISTING DIVERSION DITCH

EXISTING DITCH INLET

RUN ON SAMPLING LOCATION 5

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EXISTING BUILDING

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CO

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CO

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CO

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BENCH

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PICNIC TABLE

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PICNIC TABLE

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CO

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PICNIC TABLE

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PICNIC TABLE

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CO

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CO

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PUMP STATION

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TRASH CANS

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TRASH CANS

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SIGNS

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CO

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SIGN

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SIGN

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TRAIL

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EL: 14.31'

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EL: 14.46'

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EL: 16.59'

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EL: 16.65'

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30" RCP

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30" RCP

AutoCAD SHX Text 13"

AutoCAD SHX Text 12"

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SIGN

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REDWOOD HIGHWAY

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SUBSHEET

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SHEET

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DRAWN BY:

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PMIS NO.

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DESCRIPTION

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DATE

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NO.

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REVISIONS

AutoCAD SHX Text 204783

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NWA

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DEL NORTE COUNTY CALIFORNIA

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REHABILITATE LAGOON CREEK REST AREA

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TIC NO.

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AutoCAD SHX Text FILE PATH: C:\Users\nwanderson\OneDrive - DOI\REDW\REDW 204783 - Rehab Lagoon Creek Rest Area\Drawings\REDW 204783 BASE DESIGN6.dwg LAST SAVE: 5/19/2023 10:24 AM SAVED BY: NWANDERSON PLOT C:\Users\nwanderson\OneDrive - DOI\REDW\REDW 204783 - Rehab Lagoon Creek Rest Area\Drawings\REDW 204783 BASE DESIGN6.dwg LAST SAVE: 5/19/2023 10:24 AM SAVED BY: NWANDERSON PLOT LAST SAVE: 5/19/2023 10:24 AM SAVED BY: NWANDERSON PLOT 5/19/2023 10:24 AM SAVED BY: NWANDERSON PLOT SAVED BY: NWANDERSON PLOT NWANDERSON PLOT PLOT DATE: 5/19/2023 10:24 AM5/19/2023 10:24 AM

AutoCAD SHX Text FILE PATH: C:\Users\nwanderson\OneDrive - DOI\REDW\REDW 204783 - Rehab Lagoon Creek Rest Area\Drawings\REDW 204783 BASE DESIGN6.dwg LAST SAVE: 5/19/2023 10:24 AM SAVED BY: NWANDERSON PLOT C:\Users\nwanderson\OneDrive - DOI\REDW\REDW 204783 - Rehab Lagoon Creek Rest Area\Drawings\REDW 204783 BASE DESIGN6.dwg LAST SAVE: 5/19/2023 10:24 AM SAVED BY: NWANDERSON PLOT LAST SAVE: 5/19/2023 10:24 AM SAVED BY: NWANDERSON PLOT 5/19/2023 10:24 AM SAVED BY: NWANDERSON PLOT SAVED BY: NWANDERSON PLOT NWANDERSON PLOT PLOT DATE: 5/19/2023 10:24 AM5/19/2023 10:24 AM

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SWPPP

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LEGEND

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SILT FENCE PROTECTED INLET FIBER ROLLS RECP RUN-ON WATERSHED SAND BAG CHECK DAMS

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

FABRIC

SILT FENCE

½"

½"

6"

STAPLE

PANEL B

WOOD POSTS

PANEL A

SILT FENCE FABRIC

WOOD POST

STAPLE

WOOD POST

SLOPE

TOE OF SLOPE

SEE TRENCH DETAIL

SILT FENCE FABRIC WOOD POST

BACKFILL

?" Dia

(SEE NOTE 2)

3'-0" SETBACK

(SEE NOTE 3)

(SEE NOTE 6)

(SEE NOTE 5)

FABRIC

SILT FENCE

Joint sections shall not be placed at sump locations.

ensure that sediment is retained by the temporary silt fence.

Maintenance openings shall be constructed in a manner to shown are typical.

Minimum of 4 staples shall be installed per post. Dimensions posts one full turn and secured with 4 staples.

For each end post, fence fabric shall be folded around two shall be secured to each other with wire.

flow-through of sediment at the joint. The tops of the posts

Posts shall be driven tightly together to prevent potential one full turn. Secure fabric with 4 staples for each post.

Posts to overlap and fence fabric to fold around each post

Setback dimensions may vary to fit field conditions.

have the last 8' angled up slope.

The down stream end of the temporary silt fence shall

8.

7.

6.

5.

4.

3.

2.

1.

TEMPORARY WATER POLLUTION

CONTROL DETAILS

(TEMPORARY SILT FENCE)

NO SCALE

NOTES:

SECTION A-A

PLAN

PLAN

TEMPORARY SILT FENCE

POST AT JOINTS

STAPLE DETAIL

TRENCH DETAIL

END POST DETAIL

SECTION

DIRECTION OF FLOW

SLOPE DIRECTION

TAMPED BACKFILL

LEGEND

S T

A N

D A

R D

P L

A N

T

T51

PANEL BPANEL A

8" Max

STAPLE SPACING

PERSPECTIVE

SILT FENCE PANELS AT JOINTS

FABRIC

SILT FENCE

2' -0

8'

WOOD POST

TOE OF SLOPE

END POSTS

SILT FENCE FABRIC

WOOD POST

S L

O P

E

Typ 45̂

OPTIONAL MAINTENANCE OPENING DETAIL

PLAN

A

A

Max

6'-0"

Min

5'-0"

OPENING (SEE DETAIL)

OPTIONAL MAINTENANCE

SILT FENCE FABRIC

SEE END POST DETAIL

SILT FENCE FABRIC

S L

O P

E

TOE OF SLOPE

S L

O P

E

WOOD POST

(SEE NOTE 1)

UP SLOPE

FENCE ANGLED

PLAN

TEMPORARY SILT FENCE

COUNTY ROUTE

POST MILES

TOTAL PROJECT

SHEET TOTAL

SHEETS

PLANS APPROVAL DATE

No.

Exp.

R E

G I

S T

E R

E

D

PROFESSIONA

L

E N

G I

N E

E R

S

TATE

OF CALIFORNI

A

REGISTERED CIVIL ENGINEER

CIVIL

Dist No.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

T. Penders

Sean

C63744

9-30-22

August 1, 2022

6-24-22

Return to Table of Contents

TOP OF SLOPE

TOE OF SLOPE

ROPE

RESTRAINERS

SECURE FABRIC WITH ANCHOR

TEMPORARY COVER FABRIC

(EARTHEN BERM SHOWN)

LINEAR SEDIMENT BARRIER

(GRAVEL-FILLED BAGS SHOWN)

ANCHOR RESTRAINER

RESTRAINERS

SECURE FABRIC WITH ANCHOR

TEMPORARY COVER FABRIC

(GRAVEL-FILLED BAGS SHOWN)

ANCHOR RESTRAINER

(GRAVEL-FILLED BAGS SHOWN)

ANCHOR RETRAINER

(EARTHEN BERM SHOWN)

LINEAR SEDIMENT BARRIER

PERSPECTIVE

TEMPORARY COVER ON SLOPE

STEEL REINFORCING BAR DETAIL

SECTION

ANCHOR RESTRAINER

SECTION

KEY TRENCH DETAIL

SECTION

TEMPORARY COVER ON SLOPE

TEMPORARY COVER ON STOCKPILE

PERSPECTIVE

(Steel bar and wooden lath)

6"

4"

Min

3'

Typ

8'

TOE OF SLOPE

EDGE OF FABRIC

8' TYPICAL

KEY TRENCH

KEY TRENCH

TEMPORARY COVER FABRIC

WOODEN LATH

TEMPORARY COVER FABRIC

#4 REINFORCING BAR

OVERLAP SHEETS

STEEL REINFORCING BAR

BACKFILL AND TAMP

RESTRAINERS

SECURE FABRIC WITH ANCHOR

TEMPORARY COVER FABRIC

OF FABRIC EDGES

ON SLOPE FOR EMBEDMENT

DETAILS OF TEMPORARY COVER

FABRIC AT EDGES. SEE SECTION

EMBED TEMPORARY COVER

(EARTHEN BERM SHOWN)

LINEAR SEDIMENT BARRIER

TEMPORARY WATER POLLUTION

CONTROL DETAILS

(TEMPORARY COVER)

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NO SCALE

S T

A N

D A

R D

P L

A N

T

T53

COUNTY ROUTE

POST MILES

TOTAL PROJECT

SHEET TOTAL

SHEETS

PLANS APPROVAL DATE

No.

Exp.

R E

G I

S T

E R

E

D

PROFESSIONA

L

E N

G I

N E

E R

S

TATE

OF CALIFORNI

A

REGISTERED CIVIL ENGINEER

CIVIL

Dist No.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

T. Penders

Sean

C63744

9-30-22

August 1, 2022

STAKING AND LASHING DETAIL

PERSPECTIVE

TEMPORARY CHECK DAM (TYPE 2)

PLAN ELEVATIONSECTION

OR SWALE

UNLINED DITCH

TEMPORARY CHECK DAM (TYPE 2)

SECTION

1.

STAKE NOTCH DETAIL

CHECK DAM

FIBER ROLL

CHECK DAM

FIBER ROLL

BOTTOM OF FIBER ROLL

OF CHECK DAM,

ELEVATION AT END

TOP OF FIBER ROLL

CENTERLINE OF DITCH OR SWALE CHECK,

ELEVATION OF CHECK DAM AT

Total of 3 check dams shown

TOP OF GRAVEL BAG

CENTERLINE OF DITCH OR SWALE CHECK,

ELEVATION OF CHECK DAM AT

LINED DITCH SHOWN

DITCH OR SWALE,

BOTTOM OF GRAVEL BAG

OF CHECK DAM,

ELEVATION AT END

2'-0" 2'-0" 1'-0"

NOTCH

½" x ½"

0" Ma x '-0

"Ma x

"d" = 6" Min"d" = 6" Min

CHECK DAM

GRAVEL BAG

Min

10'-0" Min

10'-0"

M i n

FINISHED GRADE

GRAVEL BAGS

CONCENTRATED FLOW

STAKE

FIBER ROLL

ROPE

STAKE

NOTCH

STAKE

ROPE

FIBER ROLL

FINISHED GRADE

FINISHED GRADE

CENTERLINE DITCH OR SWALE

SPILLWAY, SEE NOTE 1

C O

N C E

N T

R A T E

D F L

O W

FINISHED GRADE

SPILLWAY, SEE NOTE 1

CENTERLINE DITCH OR SWALE

FLOW

C O

N C

E N

T R

A T

E D

F L

O W around the ends of each check dam.

prevent flanking of concentrated flow

Spillway depth "d" shall be maintained to

CHECK DAM

GRAVEL BAG

Ty p Ty p

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NO SCALE

NOTE:

TEMPORARY WATER POLLUTION

CONTROL DETAILS

(TEMPORARY CHECK DAM)

S T

A N

D A

R D

P L

A N

T

T57

PERSPECTIVE

TEMPORARY CHECK DAM (TYPE 1)

Total of 3 check dams shown

COUNTY ROUTE

POST MILES

TOTAL PROJECT

SHEET TOTAL

SHEETS

PLANS APPROVAL DATE

No.

Exp.

R E

G I

S T

E R

E

D

PROFESSIONA

L

E N

G I

N E

E R

S

TATE

OF CALIFORNI

A

REGISTERED CIVIL ENGINEER

CIVIL

Dist No.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

T. Penders

Sean

C63744

9-30-22

August 1, 2022

SEE CONFORM DETAIL

TO PAVEMENT OR CURB,

EXCAVATE TO CONFORM

TRAPPING SUMP

SEDIMENT

A

A

TO SUMP

GRADE TO DRAIN

PERSPECTIVE

TEMPORARY CONSTRUCTION ENTRANCE (TYPE 1)

Mi n16

0"

Min

50'-0"

RADIUS

20'-0"

ROCK

EXI

STI

NG

PAVED

ROADWAY

ALL EDGES

TAPER AT

BY 3'-0" WIDTH

BERM 8" HEIGHT

CC

STEEL PANEL DETAIL

TYPICAL CORRUGATED

PLAN

SECTION C-C

¼"

½"

T y p

VERTICAL BARS

BAR, Typ

VERTICAL

P L

A T

E

½

T y p

½

Typ

8'-0"

7½"

GROUND

ORIGINAL

SECTION B-B

Typ

1'-0"

AT 1:1

TAPER EDGES

3% OR FLATTER

CROSS SLOPE

M i n

ROCK

TEMPORARY ENTRANCE FABRIC

COMPACTED SOIL

CORRUGATED STEEL PANELS

SEDIMENT TRAPPING SUMP

ELEVATION

10'-0" Min

M i n

:1 1

:1

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NO SCALE

TEMPORARY WATER POLLUTION

CONTROL DETAILS

(TEMPORARY CONSTRUCTION ENTRANCE)

STEEL PANELS

CORRUGATED

Min

24'-0"

SEE CONFORM DETAIL

TO PAVEMENT OR CURB,

EXCAVATE TO CONFORM

TRAPPING SUMP

SEDIMENT

TO SUMP

GRADE TO DRAIN

B

B

TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2)

PERSPECTIVE

RADIUS

20'-0"

Min

50'-0"

Mi n20

0"

Mi n23

0"

ROCK

EXI

STI

NG

PAVED

ROADWAY

PLAN

S T

A N

D A

R D

P L

A N

T

T58

ENTRANCE FABRIC

TEMPORARY

GROUND

ORIGINAL

SECTION A-A

Typ

1'-0"

M i n

3% OR FLATTER

CROSS SLOPE

AT 1:1

TAPER EDGES

ROCK

PAVEMENT

EXISTING

PAVEMENT

OF TOP OF EXISTING

MATCH ELEVATION

ENTRANCE FABRIC

TEMPORARY

SECTION

CONFORM DETAIL

T y p

FLATTER4:1

OR

4'-0"

ROCK

COUNTY ROUTE

POST MILES

TOTAL PROJECT

SHEET TOTAL

SHEETS

PLANS APPROVAL DATE

No.

Exp.

R E

G I

S T

E R

E

D

PROFESSIONA

L

E N

G I

N E

E R

S

TATE

OF CALIFORNI

A

REGISTERED CIVIL ENGINEER

CIVIL

Dist No.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

T. Penders

Sean

C63744

9-30-22

August 1, 2022

CONCRETE

WASHOUT

TOP OF CUT

CL

2 PER BALE

STAPLES,

BAGS IN CORNERS

GRAVEL-FILLED

14'-9" Min

CC

3'-2"

14'-9" Min

T y p

B

B

AA

BAGS

GRAVEL-FILLED

PLASTIC LINER

EDGE OF

EARTHEN BERM

BERM

EARTHEN

WASHOUT FACILITY

ENTRY SIDE OF

SEE NOTE 2

EDGE OF PLASTIC LINER,

On Grade

Below Grade

BETWEEN BALES

WEDGE LOOSE STRAW

BAG

GRAVEL-FILLED

OVER BERM

PLASTIC LINER

3'-2"

5'-0"

2 PER BALE

WOOD OR METAL STAKES,

ENTRY SIDE ONLY

PLACED UNDER BERM,

PLASTIC LINER

UNDER BERM, ENTRY SIDE ONLY

PLASTIC LINER PLACED

WOOD OR METAL STAKES

BAGS IN CORNERS

GRAVEL-FILLED

M i n

TYPICAL SECTION

EARTHEN BERM

SIGN DETAIL

CONCRETE WASHOUT

STAPLE DETAIL

TEMPORARY CONCRETE WASHOUT FACILITY

PLAN

SECTION C-C

TEMPORARY CONCRETE WASHOUT FACILITY

PLAN

SECTION A-A

SECTION B-B

OVER BERM

PLASTIC LINER

PLASTIC LINER OVER BERM

GRAVEL-FILLED BAG

GRAVEL-FILLED BAG

M i n

Min

3'-0"

M i n

1:1 1:1

1:1

3:1

M i n

2"

PAINTED WHITE

4'-0" x 2'-0"

PLYWOOD

6" HEIGHT

BLACK LETTERS

½" LAG SCREWS

3½" x 3½" x 8'-0"

WOOD POST

ORIGINAL GROUND

ORIGINAL GROUNDTOP OF CUT

EARTHEN BERM

PLASTIC LINER

EARTHEN BERM

ORIGINAL GROUND

ORIGINAL GROUND

EARTHEN BERM

PLASTIC LINER

STRAW BALES

PLASTIC LINER

2 BALES HIGH Max

STRAW BALES,

16 GAUGE STEEL WIRE

DEPARTMENT OF TRANSPORTATION

STATE OF CALIFORNIA

NO SCALE

TEMPORARY WATER POLLUTION

CONTROL DETAILS

(TEMPORARY CONCRETE

WASHOUT FACILITY)

S T

A N

D A

R D

P L

A N

T

Min

4"

T59

NOTES:

bags for below grade concrete washout facility.

Plastic liner shall be anchored with gravel-filled

32'-10" of the temporary concrete washout facility.

The concrete washout sign shall be installed within

EARTHEN BERM

COUNTY ROUTE

POST MILES

TOTAL PROJECT

SHEET TOTAL

SHEETS

PLANS APPROVAL DATE

No.

Exp.

R E

G I

S T

E R

E

D

PROFESSIONA

L

E N

G I

N E

E R

S

TATE

OF CALIFORNI

A

REGISTERED CIVIL ENGINEER

CIVIL

Dist No.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

T. Penders

Sean

C63744

9-30-22

August 1, 2022

DRAINAGE INLETDRAINAGE INLET

F L

O W

C O

N C

E N

T R

A T

E D

F L

O W

C O

N C

E N

T R

A T

E D

CONCENTRATED FLOW

ROCKS, USE FOR

APPROXIMATE LOCATION

SILT FENCE,

POSTS FOR TEMPORARY

3'-0" Min

10'-0" Max

M a x

M i n

10'-0" Max

3'-0" Min

SECTION B-BSECTION A-A

PLAN PLAN

(EXCAVATED SEDIMENT TRAP)

INLET PROTECTION (TYPE 2)

TEMPORARY DRAINAGE

INLET PROTECTION (TYPE 1)

TEMPORARY DRAINAGE

A A B B

:1

T y p

TEMPORARY SILT FENCE SHOWN

LINEAR SEDIMENT BARRIER,

TEMPORARY SILT FENCE SHOWN

LINEAR SEDIMENT BARRIER,

SECURE WITH STAPLES

OR GEOSYNTHETIC FABRIC,

EROSION CONTROL BLANKET

TEMPORARY SILT FENCE SHOWN

LINEAR SEDIMENT BARRIER,

DRAINAGE INLET

STAPLE

SEDIMENT TRAP

DRAINAGE INLET

STAPLE

OR GEOSYNTHETIC FABRIC

EROSION CONTROL BLANKET

SHEET

FLOW

SHEET

FLOW

SHEET

FLOWSHEET

FLOW

SHEET FLOW

SHEET FLOW

S H E E T

F L

O W S

H E E T

F L

O W

SHEET FLOW

S H E E T

F L

O

WS

H E E T

F L

O W

SHEET FLOW

EDGE OF SEDIMENT TRAP

6" x 6" TRENCH

NO SCALE

DEPARTMENT OF TRANSPORTATION

STATE OF CALIFORNIA

INLET PROTECTION)

(TEMPORARY DRAINAGE

CONTROL DETAILS

TEMPORARY WATER POLLUTION

S T

A N

D A

R D

P L

A N

T

T61

STAPLE DETAIL

2"

STEEL WIRE

16 GAUGE

Dimensions may vary to fit field conditions.

See Standard Plan T51 for Temporary Silt Fence.

NOTES:

OR GEOSYNTHETIC FABRIC

EROSION CONTROL BLANKET

SECURE WITH STAPLES

OR GEOSYNTHETIC FABRIC,

EROSION CONTROL BLANKET

APPROXIMATE LOCATION

SILT FENCE,

POSTS FOR TEMPORARY

TEMPORARY SILT FENCE SHOWN

LINEAR SEDIMENT BARRIER,

CONCENTRATED FLOW

ROCKS, USE FOR

COUNTY ROUTE

POST MILES

TOTAL PROJECT

SHEET TOTAL

SHEETS

PLANS APPROVAL DATE

No.

Exp.

R E

G I

S T

E R

E

D

PROFESSIONA

L

E N

G I

N E

E R

S

TATE

OF CALIFORNI

A

REGISTERED CIVIL ENGINEER

CIVIL

Dist No.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

T. Penders

Sean

C63744

9-30-22

August 1, 2022

(GRAVEL BAG BERM)

INLET PROTECTION (TYPE 3A)

TEMPORARY DRAINAGE

PLAN

INLET PROTECTION (TYPE 3B)

TEMPORARY DRAINAGE

DRAINAGE INLET

F L

O W

C O

N C

E N

T R

A T

E D

SECTION A-A

DRAINAGE INLET

IF PRESENT, SEE NOTE 4

CONCRETE APRON

STAPLE DETAIL

PERSPECTIVE

CL

PLAN

PLAN

(GRAVEL BAG BERM)

CONFIGURATION FOR SAG POINT INLET

SAG OR LOW POINT

DRAINAGE INLET AT

OF GRAVEL-FILLED BAGS

SPILLWAY WITH SINGLE LAYER

M in

AA

OF TRAVELED WAY

4'-0" Min FROM EDGE

2'-0" Min

4'-0" Max

FLOW

ROADWAY

FLOWFLOW

FLOW

6'-0" Min

ROADWAY

SLOPE OF ROADWAY (PERCENT)

For slope of less than 1%, install barriers only if erosion/sediment is prevalent

100' 75' 50' 25' 12'

10+

2"

AGAINST CURB OR DIKE FACE

INSTALL GRAVEL-FILLED BAGS FLUSH

Typ

4'-0"

GRAVEL BAG BERM SHOWN

LINEAR SEDIMENT BARRIER,

BAGS TO ELIMINATE GAPS AND VOIDS

TIGHTLY ABUTTING GRAVEL-FILLED

CONSTRUCT GRAVEL BAG BERM BY

BAGS TO ELIMINATE GAPS AND VOIDS

BY TIGHTLY ABUTTING GRAVEL-FILLED

CONSTRUCT GRAVEL BAG BERM

BERM TO PREVENT OVER TOPPING

CURB AND UPSTREAM OF GRAVEL BAG

PLACE ADDITIONAL BAGS ON TOP OF

INTERVAL BETWEEN BERM

GRAVEL BAG BERM (TYPE 3A) SPACING TABLE

GRAVEL BAG BERM SHOWN

LINEAR SEDIMENT BARRIER,

TRENCH ADJACENT TO DRAINAGE INLET

BLANKET OR GEOSYNTHETIC FABRIC IN

TRENCH AND EMBED EROSION CONTROL

OR GEOSYNTHETIC FABRIC

EROSION CONTROL BLANKET

SEE NOTE 5

OR GEOSYNTHETIC FABRIC WITH STAPLES,

SECURE EROSION CONTROL BLANKET

BLANKET OR GEOSYNTHETIC FABRIC

EDGE OF EROSION CONTROL

STEEL WIRE

16 GAUGE

CONVERGING DIRECTIONS

TO INTERCEPT RUNOFF FROM

GRAVEL BAG BERMS PLACED

REMAINING BERM

AND 2-LAYERS HIGH FOR

1-LAYER HIGH FOR SPILLWAY

STACK GRAVEL-FILLED BAGS

FLANKING AROUND END OF BERM

SPILLWAY INSTEAD OF OUT

FORCE PONDED RUNOFF OVER

EXTEND AS NECESSARY TO

STAPLE

FLOW

EDGE OF TRAVELED WAY

SPILLWAYS

CURB OR DIKE

SPILLWAY

SPILLWAY

INTERVAL, SEE TABLE

GRAVEL BAG BERM

DRAINAGE INLET

CURB OR DIKE

SHOULDER BACKING

SIDEWALK OR

SHEET

FLOW

SHEET FLOW

SHEET

FLOW

SHEET FLOW

S H E E T

F L

O W

S H E E T

F L

O W

8 TO 106 TO 7.94 TO 5.91 TO 3.9

END OF GRAVEL BAG BERM

6" x 6" TRENCH

NO SCALE

DEPARTMENT OF TRANSPORTATION

STATE OF CALIFORNIA

INLET PROTECTION)

(TEMPORARY DRAINAGE

CONTROL DETAILS

TEMPORARY WATER POLLUTION

S T

A N

D A

R D

P L

A N

T

T62 to the drainage inlet is vegetated or paved.

fabric is not required if the area adjacent

Erosion control blanket or geosynthetic apron and secure in trench.

geosynthetic fabric at edge of concrete

Position erosion control blanket or protected.

upstream of each drainage inlet to be

Install a minimum of 3 gravel bag berms inlet protection.

Place safety cones adjacent to drainage

NOTES:

COUNTY ROUTE

POST MILES

TOTAL PROJECT

SHEET TOTAL

SHEETS

PLANS APPROVAL DATE

No.

Exp.

R E

G I

S T

E R

E

D

PROFESSIONA

L

E N

G I

N E

E R

S

TATE

OF CALIFORNI

A

REGISTERED CIVIL ENGINEER

CIVIL

Dist No.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

T. Penders

Sean

C63744

9-30-22

August 1, 2022

DRAINAGE INLET

FROM CONCENTRATED FLOW

POSITION JOINTS AWAY

DRAINAGE INLET

(BEHIND)

EXISTING CURB OR DIKE

2"

A A

SECTION

PERSPECTIVE

SECTION A-A

PLAN PLAN

INLET PROTECTION (TYPE 4A)

TEMPORARY DRAINAGE

FLEXIBLE SEDIMENT BARRIER

INLET PROTECTION (TYPE 4B)

TEMPORARY DRAINAGE

STAPLE DETAIL

10'-0" Max

3'-0" Min

ROADWAY

FLOW

3'-0"

Min

3'-0"

Min

10'-0" Min

ROADWAY

6'

5+

INTERVAL BETWEEN BARRIERS

ANGLE FROM FACE OF CURB

SUGGESTED BARRIER LENGTH

70^ 70^ 70^ 45^ 45^

6' 6' 6' 6'

50' 35' 30' 25' 20'

SLOPE OF ROADWAY (PERCENT)

T y p1

Max

4'-0"

SEE NOTE 5

ADJACENT TO DRAINAGE INLET,

BLANKET OR GEOSYNTHETIC FABRIC

TRENCH AND EMBED EROSION CONTROL

SEE NOTE 5

FABRIC WITH STAPLES,

BLANKET OR GEOSYNTHETIC

SECURE EROSION CONTROL

STABILIZATION PRACTICE

MULCH OR OTHER SOIL

(FOAM BARRIER SHOWN)

FLEXIBLE SEDIMENT BARRIER DETAIL

FLEXIBLE SEDIMENT BARRIER SPACING TABLE

STEEL WIRE

16 GAUGE

(FIBER ROLL SHOWN)

LINEAR SEDIMENT BARRIER

(GRAVEL BAG BERM SHOWN)

LINEAR SEDIMENT BARRIER

AT LEADING EDGE OF HORIZONTAL FLAP

INSTALL CONCRETE NAIL WITH WASHER

(IF PRESENT, SEE NOTE 4)

CONCRETE APRON

STABILIZATION PRACTICE

MULCH OR OTHER SOIL

OR GEOSYNTHETIC FABRIC

EROSION CONTROL BLANKET

INLET PROTECTION

LIMIT OF DRAINAGE

F L

O W

C O

N C

E N

T R

A T

E D

OF TRAVELED WAY

4'-0" Min FROM EDGE

SEE TABLE

ANGLE,

TRIM DIKE AS NECESSARY

INSTALLED FLUSH AGAINST CURB OR DIKE FACE,

FLEXIBLE SEDIMENT BARRIER MUST BE

TO CURB OR DIKE FACE WITH ADHESIVE

ADHERE LEADING EDGE OF HORIZONTAL FLAP

TRAILING EDGES OF HORIZONTAL FLAP

BEADS OF ADHESIVE AT LEADING AND

ADHERE TO PAVEMENT WITH (2) ¼"

(GRAVEL BAG BERM SHOWN)

LINEAR SEDIMENT BARRIER

(FOAM BARRIER SHOWN)

FLEXIBLE SEDIMENT BARRIER

SPACED 24" ON CENTER

WOOD STAKE FOR FIBER ROLLS

(FIBER ROLL SHOWN)

LINEAR SEDIMENT BARRIER SILT FENCE SHOWN)

BARRIER (TEMPORARY

LINEAR SEDIMENT

STAPLE

SHEET FLOW

SHEET

FLOW

SHEET FLOW

S H E E T

F L

O W S

H E E T

F L

O W

ANGLE FROM FACE OF CURB, SEE TABLE

S E

E T

A B

L E

L E

N G

T H

CURB OR DIKE

DRAINAGE INLET

CURB OR DIKE

FLOW

ADHESIVE BEADS

CONCRETE NAIL

PAVEMENT SURFACE

GEOSYNTHETIC FABRIC COVER

FOAM CORE (TRIANGULAR SHOWN)

FLOW

FLOW

SHEET

FLOW

INTERVAL, SEE TABLE

3 TO 42 TO 2.91 TO 1.90 TO 0.9

6" x 6" TRENCH

NO SCALE

DEPARTMENT OF TRANSPORTATION

STATE OF CALIFORNIA

INLET PROTECTION)

(TEMPORARY DRAINAGE

CONTROL DETAILS

TEMPORARY WATER POLLUTION

S T

A N

D A

R D

P L

A N

T

T63

1.

drainage inlet is vegetated.

is not required if the area adjacent to the Erosion control blanket or geosynthetic fabric apron and secure in trench.

geosynthetic fabric at edge of concrete Position erosion control blanket or to be protected.

barriers upstream of each drainage inlet Install a minimum of 3 flexible sediment

Dimensions may vary to fit field conditions.

See Standard Plan T51 for Temporary Silt Fence.

NOTES:

COUNTY ROUTE

POST MILES

TOTAL PROJECT

SHEET TOTAL

SHEETS

PLANS APPROVAL DATE

No.

Exp.

R E

G I

S T

E R

E

D

PROFESSIONA

L

E N

G I

N E

E R

S

TATE

OF CALIFORNI

A

REGISTERED CIVIL ENGINEER

CIVIL

Dist No.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

T. Penders

Sean

C63744

9-30-22

August 1, 2022

SEDIMENT FILTER BAG

DRAINAGE INLET WITH

A

A

B B

10'-0" Min10'-0" Min

FLOW

ROADWAY

SECTION B-B

SECTION A-A

PLAN

(SEDIMENT FILTER BAG)

INLET PROTECTION (TYPE 5)

TEMPORARY DRAINAGE

SEDIMENT FILTER BAG DETAIL

(TEMPORARY SILT FENCE SHOWN)

LINEAR SEDIMENT BARRIER

(TEMPORARY SILT FENCE SHOWN)

LINEAR SEDIMENT BARRIER

See Standard Plan T51 for Temporary Silt Fence.

(EXTENDS BEYOND GRATE)

RIGID PLASTIC BARRIER

(CATCH BASIN WITH GRATE)

INLET PROTECTION (TYPE 6A)

TEMPORARY DRAINAGE

SECTION

(PLACE ONE BAG AT EACH END)

GRAVEL-FILLED BAG

PERSPECTIVE

(CURB INLET WITHOUT GRATE)

INLET PROTECTION (TYPE 6B)

TEMPORARY DRAINAGE

(RIGID PLASTIC BARRIER SHOWN)

FLEXIBLE SEDIMENT BARRIER

(FIBER ROLL SHOWN)

LINEAR SEDIMENT BARRIER

CURB OR DIKE

PAVEMENT SURFACE

FLOW

CATCH BASIN

GRAVEL-FILLED BAG

(PLACE ONE BAG AT EACH END)

CURB INLET

FLOW

SIDEWALK

SIDEWALK

FLOW

CURB OR DIKE

SEDIMENT FILTER BAG

CATCH BASIN

FLOW

PAVEMENT SURFACE

CURB OR DIKE

DRAINAGE INLET

FLOW

SEDIMENT FILTER BAG

EXPANSION RESTRAINT

CATCH BASIN

DRAINAGE INLET GRATE

DUMP STRAPS (2 EACH)

LIFTING LOOPS (2 EACH)

NO SCALE

NOTES:

DEPARTMENT OF TRANSPORTATION

STATE OF CALIFORNIA

INLET PROTECTION)

(TEMPORARY DRAINAGE

CONTROL DETAILS

TEMPORARY WATER POLLUTION

S T

A N

D A

R D

P L

A N

T

T64

COUNTY ROUTE

POST MILES

TOTAL PROJECT

SHEET TOTAL

SHEETS

PLANS APPROVAL DATE

No.

Exp.

R E

G I

S T

E R

E

D

PROFESSIONA

L

E N

G I

N E

E R

S

TATE

OF CALIFORNI

A

REGISTERED CIVIL ENGINEER

CIVIL

Dist No.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

T. Penders

Sean

C63744

9-30-22

August 1, 2022

KEEP OUT

Protected Area

½

M i n

SECTION

SECTION

SIGN DETAIL

11" Min

14" Max

ESA

M a x

Max 2'-0"

M i n

M i n

½

ACTIVITIES

CONSTRUCTION ESA

M i n

(TEMPORARY SILT FENCE SHOWN)

TEMPORARY LINEAR SEDIMENT BARRIER

CL

Max

2'-0" Max

2'-0"

SECTION

Flow

ESA

FENCE SHOWN)

(TEMPORARY SILT

SEDIMENT BARRIER

TEMPORARY LINEAR

(TEMPORARY STRAW BALE BARRIER SHOWN)

TEMPORARY LINEAR SEDIMENT BARRIER

FLOWPOST

BLACK LETTERS

WHITE

ACTIVITIES

CONSTRUCTION

ACTIVITIES

CONSTRUCTION

DEPARTMENT OF TRANSPORTATION

STATE OF CALIFORNIA

NO SCALE

FABRIC

HIGH-VISIBILITY

TEMPORARY HIGH-VISIBILITY FENCE

BARRIER USED WITH TEMPORARY HIGH-VISIBILITY FENCE

PLACEMENT DETAIL FOR TEMPORARY LINEAR SEDIMENT

WITH TEMPORARY HIGH-VISIBILITY FENCE

AND TEMPORARY STRAW BALE BARRIER USED

PLACEMENT DETAIL FOR TEMPORARY SILT FENCE

FENCE

HIGH-VISIBILITY

TEMPORARY

FENCE

HIGH-VISIBILITY

TEMPORARY

(TEMPORARY HIGH-VISIBILITY FENCE)

CONTROL DETAILS

TEMPORARY WATER POLLUTION

S T

A N

D A

R D

P L

A N

T

T65

COUNTY ROUTE

POST MILES

TOTAL PROJECT

SHEET TOTAL

SHEETS

PLANS APPROVAL DATE

No.

Exp.

R E

G I

S T

E R

E

D

PROFESSIONA

L

E N

G I

N E

E R

S

TATE

OF CALIFORNI

A

REGISTERED CIVIL ENGINEER

CIVIL

Dist No.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

T. Penders

Sean

C63744

9-30-22

August 1, 2022