MINOR MINOR GRADING PLAN(S)

GRADING PLAN CERTIFICATION:

"NOTICE: THE ISSUANCE OF THIS PERMIT/APPROVAL BY THE COUNTY OF SAN

DIEGO DOES NOT AUTHORIZE THE APPLICANT FOR SAID PERMIT/APPROVAL

TO VIOLATE ANY FEDERAL, STATE, OR COUNTY LAWS, ORDINANCES,

REGULATIONS, OR POLICIES INCLUDING, BUT NOT LIMITED TO, THE FEDERAL

ENDANGERED SPECIES ACT AND ANY AMENDMENTS THERETO."

”

ITEM STD. DWG. SYMBOL

FINISH ELEVATIONS

FINISH CONTOUR

LIMITS OF GRADING & CUT/FILL LINE

FILL SLOPE

CUT SLOPE:

PROPERTY LINE

EXISTING CONTOUR

340.0

DAYLIGHT LINE

C

F

EXISTING RETAINING WALL

//////////////////////

//////////////////////

330

330

RETAINING WALL (SDRSD C-X OR SPECIAL DESIGN)

RIP-RAP

D-40, TYPE 2

BROW DITCH (TYPE ''B'')

D-75

NO SCALE

N

SITE

XX

T.B. XXXX - XX

X,XXX FT ±

SHEET INDEX

SHEET 1

SHEET 2

TITLE SHEET

XXXXXXXXXXXXXXX

SHEET 3XXXXXXXXXXXXXXX

COMPANY ADDRESS:

PHONE NUMBER:

GR_MN_MN_PDS_LD

”

ITEM STD. DWG. SYMBOL

FINISH ELEVATIONS

FINISH CONTOUR

LIMITS OF GRADING & CUT/FILL LINE

FILL SLOPE

CUT SLOPE:

PROPERTY LINE

EXISTING CONTOUR

340.0

DAYLIGHT LINE

C

F

EXISTING RETAINING WALL

//////////////////////

//////////////////////

330

330

RETAINING WALL (SDRSD C-X OR SPECIAL DESIGN)

RIP-RAP

D-40, TYPE 2

BROW DITCH (TYPE ''B'')

D-75

COMPANY ADDRESS:

PHONE NUMBER:

GRADING PLAN CERTIFICATION:

GR_MN_MN_PDS_LD

GR_MN_MN_PDS_LD

MINOR MINOR GRADING PLAN(S)

N

XXXXXXXX

SCALE: 1" = XX'

SCALE IN FEET

0

”

ITEM STD. DWG. SYMBOL

FINISH ELEVATIONS

FINISH CONTOUR

LIMITS OF GRADING & CUT/FILL LINE

FILL SLOPE

CUT SLOPE:

PROPERTY LINE

EXISTING CONTOUR

340.0

DAYLIGHT LINE

C

F

EXISTING RETAINING WALL

//////////////////////

//////////////////////

330

330

RETAINING WALL (SDRSD C-X OR SPECIAL DESIGN)

RIP-RAP

D-40, TYPE 2

BROW DITCH (TYPE ''B'')

D-75

COMPANY ADDRESS:

PHONE NUMBER:

GRADING PLAN CERTIFICATION:

GRADING PLAN CERTIFICATION:

NO SCALE

NOTE: LOWER BAG ROW TO BE

6''

2 BAGS HIGH (MIN.)

3 BAGS HIGH (MAX.)

18"

BURIED 6" UNDER GRADE.

SC-6

EROSION CONTROL NOTES

2. STAPLE WIRE FENCING TO

THE POSTS.

4. BACKFILL AND COMPACT THE

EXCAVATED SOIL.

4 IN (10 CM)

1. SET POSTS AND EXCAVATE A

4 BY 4 IN (10 BY 10 CM)

TRENCH UPSLOPE FROM AND

ALONG THE LINE OF POSTS.

3. ATTACH THE FILTER FABRIC TO

THE WIRE FENCE AND EXTEND IT

INTO THE TRENCH.

FILTER FABRIC

2" - 3" COURSE AGGREGATE

(6" THICK MIN.)

CU

L-D

E-S

AC

F

L

O

W

F

L

O

W

SPILLWAY

USE GRAVEL BAGS, STRAW

BALES OR OTHER

APPROVED METHODS TO

CHANNELIZE RUNOFF TO

BASIN AS REQUIRED

SUPPLY WATER

TO WASH

WHEELS IF

NECESSARY

EXISTING EDGE

OF PAVEMENT

RUNOFF

DIVERSION RIDGE

NOTE:

ALL AREAS OF SIGNIFICANT VEHICLE TRAFFIC (SITE ENTRANCES, ACCESS ROADS,

PARKING LOTS, ETC.) SHOULD BE STABILIZED IMMEDIATELY AFTER GRADING TO

PREVENT EROSION AND CONTROL DUST. SITE ENTRANCES AND EXITS ARE

ESPECIALLY IMPORTANT. USE GRAVEL APPROACHES TO LIMIT TRACKING OF

SEDIMENT OFFSITE.

PLANTING & IRRIGATION NOTES

HYDROSEED NOTES:

WM-8

WM-1

WM-5

WM-9

WM-6

PDS 659

PDS 659

SC-1

SC-5

SC-6

SS-10

MATERIALS & WASTE MANAGEMENT CONTROL BMPs

TEMPORARY RUNOFF CONTROL BMPs

SC-8/

SC-10

SS-2

SS-3

SS-4

SS-6 SS-8/

SS-7

SC-2

WM-4

SC-7

NS-2

TC-1

TC-2

TC-3

LOW IMPACT DEVELOPMENT BMPs

LID 2.2.1

LID 2.2.2

LID 2.2.3

LID 2.2.4

LID 2.2.5

LID 3.4

LID 3.5

LID 3.1

LID 3.2

LID 3.3

LID 3.6

LID 3.7

SD-34

PERMANENT BMPs

EC-10

SD-10

SD-12

SD-13

SD-32

TC-10

NO SCALE

SC-1

NO SCALE

TC-1

GR_MN_MN_PDS_LD

GR_MN_MN_PDS_LD

GR_MN_MN_PDS_LD

1

.

2

m

m

a

x

1

.

2

m

m

a

x

NOTE:

INSTALL FIBER ROLL

ALONG A LEVEL CONTOUR.

Fiber rolls

1

.

2

m

m

a

x

1

.

2

m

m

a

x

INSTALL A FIBER ROLL NEAR

SLOPE WHERE IT TRANSITIONS

INTO A STEEPER SLOPE

FIBER ROLL

200 MM MIN

S

L

O

P

E

V

A

R

IE

S

30

0 m

m

min

10

0

19 MM X

19MM

WOOD STAKES

MAX 1.2 M

SPACING

mm

ma

x

VERTICAL SPACING

MEASURED ALONG THE

FACE OF THE SLOPE

VARIES BETWEEN

2.4 M AND 6.0 M

NO SCALE

SC-5

NO SCALE

SC-5

NO SCALE

SC-10

MINOR MINOR GRADING PLAN(S)

MINOR MINOR GRADING PLAN(S)

STORMWATER MANAGEMENT NOTES

N

XXXXXXXX

SCALE: 1" = XX'

SCALE IN FEET

0

”

ITEM STD. DWG. SYMBOL

FINISH ELEVATIONS

FINISH CONTOUR

LIMITS OF GRADING & CUT/FILL LINE

FILL SLOPE

CUT SLOPE:

PROPERTY LINE

EXISTING CONTOUR

340.0

DAYLIGHT LINE

C

F

EXISTING RETAINING WALL

//////////////////////

//////////////////////

330

330

RETAINING WALL (SDRSD C-X OR SPECIAL DESIGN)

RIP-RAP

D-40, TYPE 2

BROW DITCH (TYPE ''B'')

D-75

COMPANY ADDRESS:

PHONE NUMBER:

GRADING PLAN CERTIFICATION:

GRADING PLAN CERTIFICATION:

NO SCALE

NOTE: LOWER BAG ROW TO BE

6''

2 BAGS HIGH (MIN.)

3 BAGS HIGH (MAX.)

18"

BURIED 6" UNDER GRADE.

SC-6

EROSION CONTROL NOTES

2. STAPLE WIRE FENCING TO

THE POSTS.

4. BACKFILL AND COMPACT THE

EXCAVATED SOIL.

4 IN (10 CM)

1. SET POSTS AND EXCAVATE A

4 BY 4 IN (10 BY 10 CM)

TRENCH UPSLOPE FROM AND

ALONG THE LINE OF POSTS.

3. ATTACH THE FILTER FABRIC TO

THE WIRE FENCE AND EXTEND IT

INTO THE TRENCH.

FILTER FABRIC

2" - 3" COURSE AGGREGATE

(6" THICK MIN.)

CU

L-D

E-S

AC

F

L

O

W

F

L

O

W

SPILLWAY

USE GRAVEL BAGS, STRAW

BALES OR OTHER

APPROVED METHODS TO

CHANNELIZE RUNOFF TO

BASIN AS REQUIRED

SUPPLY WATER

TO WASH

WHEELS IF

NECESSARY

EXISTING EDGE

OF PAVEMENT

RUNOFF

DIVERSION RIDGE

NOTE:

ALL AREAS OF SIGNIFICANT VEHICLE TRAFFIC (SITE ENTRANCES, ACCESS ROADS,

PARKING LOTS, ETC.) SHOULD BE STABILIZED IMMEDIATELY AFTER GRADING TO

PREVENT EROSION AND CONTROL DUST. SITE ENTRANCES AND EXITS ARE

ESPECIALLY IMPORTANT. USE GRAVEL APPROACHES TO LIMIT TRACKING OF

SEDIMENT OFFSITE.

PLANTING & IRRIGATION NOTES

HYDROSEED NOTES:

WM-8

WM-1

WM-5

WM-9

WM-6

PDS 659

PDS 659

SC-1

SC-5

SC-6

SS-10

MATERIALS & WASTE MANAGEMENT CONTROL BMPs

TEMPORARY RUNOFF CONTROL BMPs

SC-8/

SC-10

SS-2

SS-3

SS-4

SS-6 SS-8/

SS-7

SC-2

WM-4

SC-7

NS-2

TC-1

TC-2

TC-3

LOW IMPACT DEVELOPMENT BMPs

LID 2.2.1

LID 2.2.2

LID 2.2.3

LID 2.2.4

LID 2.2.5

LID 3.4

LID 3.5

LID 3.1

LID 3.2

LID 3.3

LID 3.6

LID 3.7

SD-34

PERMANENT BMPs

EC-10

SD-10

SD-12

SD-13

SD-32

TC-10

NO SCALE

SC-1

NO SCALE

TC-1

GR_MN_MN_PDS_LD

GR_MN_MN_PDS_LD

GR_MN_MN_PDS_LD

1

.

2

m

m

a

x

1

.

2

m

m

a

x

NOTE:

INSTALL FIBER ROLL

ALONG A LEVEL CONTOUR.

Fiber rolls

1

.

2

m

m

a

x

1

.

2

m

m

a

x

INSTALL A FIBER ROLL NEAR

SLOPE WHERE IT TRANSITIONS

INTO A STEEPER SLOPE

FIBER ROLL

200 MM MIN

S

L

O

P

E

V

A

R

IE

S

30

0 m

m

min

100

19 MM X

19MM

WOOD STAKES

MAX 1.2 M

SPACING

mm

ma

x

VERTICAL SPACING

MEASURED ALONG THE

FACE OF THE SLOPE

VARIES BETWEEN

2.4 M AND 6.0 M

NO SCALE

SC-5

NO SCALE

SC-5

NO SCALE

SC-10

GRADING PLAN CERTIFICATION:

GR_MN_MN_PDS_LD

MINOR MINOR GRADING PLAN(S)

MINOR MINOR GRADING PLAN(S)

MINOR MINOR GRADING PLAN(S)

STORMWATER MANAGEMENT NOTES

N

XXXXXXXX

SCALE: 1" = XX'

SCALE IN FEET

0

N

XXXXXXXX

SCALE: 1" = XX'

SCALE IN FEET

0