PN96540_L-001 to S-611_Am-0006.pdf

(2) #5 AT CORNER (2) #5 AT END

TYP HORIZ

BARS

TYP VERT

BARSTYP HORIZ

BARS

TYP VERT

BARS

S T

A N

D A

R D

H

O O

K

T Y

P

(3) BARS TO

MATCH VERT

WALL REINF. AT

CORNER

(2) #5

AT END

TYP HORIZ

BARS

TYP VERT

BARS

TYP

HORIZ

BARS

TYP

VERT

BARS

S T

A N

D A

R D

H

O O

K

T Y

P

AT CORNER AT END

AT WALLS THICKER THAN 8"AT WALLS 8" THICK OR LESS

AT CORNER AT END

LAP LENGTH

PER SCHEDULE

LAP LENGTH

PER SCHEDULE

LAP LENGTH

PER SCHEDULE

HORIZ

REINF CONT

(3) #5 U.N.O.

AT CORNER ALONG HORIZ RUNS

AT TRANSITIONS IN WALL

THICKNESS

L A

P L

E N

G T

H P

E R

S C

H E

D U

L E

FLASH COMPOUND

WATERPROOFING AT BACK

FACE OF WALL ONLY, TYP

SLOPE 1/4:1

T /3

T /3

T /3

T

1" AT SLAB

1 1/2" AT WALLS

2" AT FOOTINGS

AT CONSTRUCTION JOINT AT CONTROL JOINT

T

T /3

T /3

T /3

MAXIMUM 20'-0"

MAXIMUM 20'-0"

SLOPE 1/4:1

3/4" CHAMFER, TYP CONCRETE

WALL

1/2"ø SMOOTH DOWEL x 2'-0"

LONG, GREASE

ONE SIDE ONLY

CONT KEY

1 1/2" CLR, TYP

1 1/4"

MAXIMUM 60'-0"

MAXIMUM 60'-0"

FINISH, WHERE

OCCURS, SEE

ARCH DWGS

JOINT PER

ARCH DWGS,

COORDINATE

LOCATION

WITH B6/A-505

FINISH, WHERE

OCCURS, SEE

ARCH DWGS

JOINT PER

ARCH DWGS,

COORDINATE

LOCATION

WITH B6/A-505

AT ARCHITECTURAL JOINT

MAXIMUM 4'-0"

MAXIMUM 4'-0"

JOINT PER ARCH DWGS,

COORDINATE LOCATION

WITH B6/A-505

NOTE:

SEE ARCH DWGS FOR FINISH.

CHAIN LINK FENCE,

SEE CIVIL DWGS

NON-SHRINK

GROUT

4"ø x 1'-0" PVC SLEEVE

CONCRETE

RETAINING WALL

"T" PER SCHEDULE

CONT TOP OF

WALL BARS

VERTICAL WALL

REINFORCING

PER SCHEDULE

VERTICAL WALL

REINFORCING

PER SCHEDULE,

WHERE OCCURS

ADDED (2) #3 AT FENCE

POST CONT

AT CUTS INTO CLAYEY SILT

CLAYEY SILT

AT CUTS INTO VOLCANIC TUFF

CLAYEY SILT

ASSUMED

VOLCANIC

TUFF

NEAR VERTICAL

4'-0" MAX OR AS

REQUIRED BY

OSHA

NOTE:

CONTRACTOR SHALL CONFORM TO ALL OSHA

SAFETY STANDARDS FOR EXCAVATIONS.

"T

F O

O T

IN

G

T H

IC

K

N E

S S

ELEVATION

PLAN

TOP BARS,

WHERE

OCCUR

INDICATES STEP IN FOOTING

NOTE:

DO NOT STEP WITHIN

COLUMN FOOTINGS.

MIN

"T"

M A

X

2' -0

2" CLR, TYP

2'-0" LAP, TYP

F O

O T

IN

G

W

ID

T H

T H

IC

K

N E

S S

W A

LL

TYPICAL

FOOTING

REINFORCEMENT

4'-0" MIN

3" C

LR

, T

Y P

2" C

LR

, T

Y P

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

IA ,I U S.

A.

B R

I A N

C M U R D

O C

K

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

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IG

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D B

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S U

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IZ

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C H

E C

K E

D B

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A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

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2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

R

IP

T

IO

N

EXPIRATION DATE OF THE LICENSE 4/30/2024

C:\Users\lionel.KAI-HAWAII\Documents\Revit 2020 User Files\22am01-AMR_CDC-DMMS_2020_Main (KAI 5462.10)_lionel.kai.rvt

8/11/2022 2:15:30 PM

S-606

T Y

P

IC

A L R

E T

A

IN

IN

G

W A

L L D

E T

A

IL

S

F Y

P

N C

H

IL

D D

E V

E L O

P M

E N

T C

E N

T E

R A

L

IA

M A

N U

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

O

A H

U H

A W

A

II

H O

N O

L U

L U

D

IS

T R

IC

T

B

U

IL

D

IN

G

F O

R T

S H

A F

T E

R O

A H

U H

A W

A

II

-5

R E

G

IO

N A

L E

N G

IN

E

E R

IN

G

C E

N T

E R

H O

N O

L U

L U

E N

G

IN

E E

R

IN

G D

IS

T

R

IC

T H

O N

O L U

L U

H

A W

A

II

B M

U R

D O

C K

L C

A M

A R

A

K A

I H

A W

A

II

IN

C

J M

U R

A I

M

A Y

N /A

N /A

DESIGN COMPLETE

SCALE: NTSE1

TYPICAL CONCRETE RETAINING WALL PLAN DETAILS

SCALE: NTSE7

RETAINING WALL JOINT DETAILS

SCALE: NTSC1

TYPICAL CHAIN LINK FENCE

CONNECTION DETAIL

SCALE: NTSC3

TYPICAL STRUCTURAL EXCAVATION AT RETAINING WALLS

SCALE: NTSC7

TYPICAL STEP FOOTING DETAIL

A

M E

N D

M E

N T

A

U G

"Y1" BARS EXTEND TO EDGE OF FOOTING

(2) #5 CONT

"Z1" BARS

#5 AT 12"

RETAINING WALL "H" < 4'-0" SECTION

CONCRETE

SLAB-ON-GRADE

WHERE OCCURS

4"ø PVC WEEP HOLES

AT 6'-0",MAX

FINISH GRADE

CONCRETE WALL

"X" BARS

#4 AT 12"

(2) #5 CONT

#5 AT 12" EACH FACE AT "T" < 18"

#6 AT 12" EACH FACE AT "T" > 18"

4"ø PVC WEEP HOLES AT 6'-0", MAX

CONCRETE SLAB-ON-

GRADE WHERE OCCURS

FINISH GRADE

"X1" BARS

#5 AT 12" AT "H"

< 14'-0" AND #5 AT

8" AT "H" > 14'-0"

"W"

NOTES:

1. CONTROL JOINTS, CONSTRUCTION JOINTS, AND ARCHITECTURAL JOINTS

SHALL BE LOCATED IN WALLS, PER DETAIL

2. SPECIAL INSPECTION IS REQUIRED FOR RETAINING WALLS.

3. STRUCTURAL EXCAVATIONS SHALL BE PROVIDED PER DETAIL

"W"

"D

"E

M

A X

"H

RETAINING WALL 4'-0" < "H" < 22'-0" SECTION

(2) #5 CONT

FREE-DRAINING GRAVEL

BACKFILL TO EXTEND AT

LEAST 12" BEHIND

CONCRETE RETAINING

WALL. WRAP WITH

GEOTEXTILE FILTER FABRIC

#4 AT 12"

1 1/2" x 3 1/2" CONT KEY

AT CONSTRUCTION JOINT

"Z2" BARS

1 1/2" x 5 1/2" CONT KEY AT

CONSTRUCTION JOINT

M

IN

M

IN

"X1" BARS

RETAINING WALL SCHEDULE - CUT CONDITION - SLOPE BACKFILL

HEIGHT "H" "T2" "W" "B" "C" "D" "E" "H1" "Y1" BARS "Y2" BARS "Z1" BARS "Z2" BARS

< 16'-0" 16'-0" 1'-6" 2'-0" 5'-0 2'-3" #7 AT 12" #7 AT 12" #5 AT 6" #6 AT 12"

< 14'-0" 15'-3" 1'-3" 2'-0" 4'-0" 2'-3" #7 AT 12" #7 AT 12" #5 AT 8" #5 AT 12"

< 12'-0" 14'-0" 1'-0" 2'-0" 2'-0" #6 AT 12" #6 AT 12" #5 AT 8" #5 AT 12"

< 10'-0"

< 8'-0"

< 6'-0"

< 4'-0"

12'-0"

8'-0"

6'-0"

5'-6"

1'-0" 2'-0"

1'-2"

1'-2"

10"

10"

1'-6"

1'-3"

1'-0"

1'-0"- #4 AT 12" #4 AT 12"

#5 AT 12"

#5 AT 8"

#5 AT 12" #5 AT 12" #5 AT 12"

"T1"

TYP

3" CLR,

"E

C L R

"Y1" BARS 4

M A

X

"H

T Y

P

M

IN

C L R

"T1"

"Y3" BARS

"H

TYP

3" CLR,

"C

L R

"B" "C"

T Y

P

M

IN

1'-0"

3'-6"

3'-0"

2'-3"

1'-3" -

#4 AT 8"

#4 AT 12"

DESIGN CRITERIA:

1. ALLOWABLE FOUNDATION BEARING CAPACITIES:

2. ACTIVE EARTH PRESSURE FOR ON-SITE CLAYEY SILT:

3. PASSIVE EARTH PRESSURE:

4. SOIL FRICTION FACTOR:

5. SLOPE BACKFILL:

6. DYNAMIC LATERAL EARTH PRESSURE

a. UNRESTRICTED

APPLIED AT 0.6H ABOVE BASE OF WALL

3,000 PSF

50 PCF

300 PCF

0.40

2:1 MAX

9.2H^2 PLF

E7

S-606

"Z1"

T Y

P

C L R

C L R

CLR

2"

"A"

12'-6"

12'-0"

11'-0"

9'-0"

6'-0"

4'-0"

3'-10"

COMPACTED

IMPORTED GRANULAR

STRUCTURAL FILL

WATERPROOFING

12" OF LOW-

PERMEABILITY SOIL

SUCH AS ON-SITE

CLAYEY SILT

ON-SITE

CLAYEY SILT

FREE-DRAINING GRAVEL

BACKFILL TO EXTEND AT

LEAST 12" BEHIND

CONCRETE RETAINING

WALL. WRAP WITH

GEOTEXTILE FILTER FABRIC

12" OF LOW-

PERMEABILITY SOIL

SUCH AS ON-SITE

CLAYEY SILT

"A"

C3

S-606

SLOPE

FORMLINER/TEXTURE

SEE ARCH DWGS AND

SPECIFICATIONS

FORMLINER/TEXTURE

SEE ARCH DWGS AND

SPECIFICATIONS

< 22'-0" #5 AT 6"28'-0" 2'-3" 4'-0" 6'-0" 2'-6" #9 AT 12" #9 AT 12" #5 AT 6" #6 AT 12"

< 20'-0" #5 AT 6"25'-0" 2'-0" 3'-0" 6'-0" 2'-6" #9 AT 12" #9 AT 12" #5 AT 6" #6 AT 12"

< 18'-0" #5 AT 12"20'-0" 1'-9" 2'-0" 2'-3" #8 AT 12" #8 AT 12" #5 AT 6" #6 AT 12"5'-6"

21'-9"

20'-0"

16'-3"

#4 AT 12"

#4 AT 12"

"Y3" BARS

#6 AT 12"

#5 AT 12"

#5 AT 12"

#5 AT 12"

#5 AT 12"

#5 AT 8"

#5 AT 12"

"H2"

"X2" BARS

#5 AT 12"

#5 AT 12"

#5 AT 12"

#5 AT 12"

#5 AT 12"

#4 AT 12"

#4 AT 12"

FINISH, SEE ARCH DWGS

FINISH, SEE ARCH DWGS

#4 AT 12"

"X2" BARS

LA

P

S P

LI

C

E

T Y

P

"H 2"

"Y2" BARS, STAGGER

BETWEEN "Y1" BARS

LAP SPLICE

COMPACTED

IMPORTED GRANULAR

STRUCTURAL FILL

TYP

1'-0"

TYP

1'-0"

CURVE LONGITUDINAL

BARS AROUND POST

AS NEEDED, TYP

FENCE PER CIVIL

DWGS (2"ø MAX)

AND

SLOPE

WATERPROOFING

ON-SITE

CLAYEY SILT2

"T1"

10"

10"

8"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

"T2"

2'-3"

2'-0"

1'-9"

1'-6"

1'-3"

6'-0" 9'-0"

5'-6"

4'-0"

3'-0"

2'-0"

8'-0"

7'-0"5'-6"

5'-0" 5'-0"

4'-0"

6'-0" 10'-0"

6'-0" 12'-0"

"W1"

8'-0"

8'-0"

5'-0"

7'-0"

6'-0"

10'-0"

11'-0"

#5 AT 12"

#5 AT 12"

#5 AT 12"

#5 AT 12"

#4 AT 12"

#4 AT 12"

#5 AT 12"

#5 AT 12"

C1

S-606

ADDED REBARS PER

C1

S-606

2" CLR

"W1"

FENCE PER CIVIL

DWGS (2"ø MAX)

AND

C1

S-606

ADDED REBARS PER

C1

S-606

1'-0"1'-0"

1' -0

LA

P

S P

LI

C

E

MAX

MAX

"A"

"C"

"T2"

#6 AT 12"

#6 AT 12"

#5 AT 12"

VARIES

"T"

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

H

AW

IA ,I U S.

A.

B R

I A N

C M U R D

O C

K

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

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IC

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A

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IO

N N

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2 3 4 5 6 7 8 9 10

F

E

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C

B

A

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File Path:

Plot Date:

M A

R K

D E

S C

R

IP

T

IO

N

EXPIRATION DATE OF THE LICENSE 4/30/2024

C:\Users\lionel.KAI-HAWAII\Documents\Revit 2020 User Files\22am01-AMR_CDC-DMMS_2020_Main (KAI 5462.10)_lionel.kai.rvt

8/11/2022 2:15:31 PM

S-607

T Y

P

IC

A L R

E T

A

IN

IN

G

W A

L L S

C H

E D

U L E

F Y

P

N C

H

IL

D D

E V

E L O

P M

E N

T C

E N

T E

R A

L

IA

M A

N U

M

IL

IT

A

R Y

R E

S E

R V

A T

IO

N

O

A H

U H

A W

A

II

H O

N O

L U

L U

D

IS

T R

IC

T

B

U

IL

D

IN

G

F O

R T

S H

A F

T E

R O

A H

U H

A W

A

II

-5

R E

G

IO

N A

L E

N G

IN

E

E R

IN

G

C E

N T

E R

H O

N O

L U

L U

E N

G

IN

E E

R

IN

G D

IS

T

R

IC

T H

O N

O L U

L U

H

A W

A

II

B M

U R

D O

C K

L C

A M

A R

A

K A

I H

A W

A

II

IN

C

J M

U R

A I

M

A Y

N /A

N /A

DESIGN COMPLETE

SCALE: NTSA1

RETAINING WALL SCHEDULE - CUT CONDITION

A

M E

N D

M E

N T

A

U G

"X1" BARS

RETAINING WALL SCHEDULE - FILL CONDITION - SLOPE BACKFILL

HEIGHT "H" "W" "X2" BARS

20'-0" 23'-0" #8 AT 6"

19'-0"

"B" "C" "Y1" BARS "Z1" BARS

18'-0"

16'-0"

14'-0"

16'-0"

14'-0"

#5 AT 6"

"T1"

1'-0"

1'-0"

"T1"

"E

M A

X A

T S

L O

P E

B A

C K

F

IL

L

"H

T Y

P

M

IN

3" CLR

FINISH GRADE

CONCRETE WALL

(2) #4 CONT

CONCRETE SLAB-

ON-GRADE

WHERE OCCURS

4"ø PVC WEEP

HOLES AT 6'-0", MAX

1 1/2" x 3 1/2"

CONT KEY AT

CONSTRUCTION

JOINT

"X1" BARS

"Y1" BARS, EXTEND

TO EDGE OF FOOTING

#4 AT 12"

"C

L R

#4 AT 12"

C L R

2"CLR

M

IN

CONCRETE WALL

#4 AT 12" EACH FACE

T Y

P

M

IN

M

A X

"H

"E

"D

"T1"

VARIES "B" "A"

"Y3" BARS

2"CLR

M

IN

"X1" BARS

#4 AT 12"

(2) #4 CONT

"Z1" BARS

"C

L R

"Y1" BARS, EXTEND TO

EDGE OF FOOTING

3" CLR

"H

6'-0"

5'-0"

"H1"

2'-0"

#6 AT 12"

#6 AT 12"

#9 AT 12"

"Y2" BARS

"Y3" BARS "Z2" BARS

#6 AT 12"

FINISH GRADE

CONCRETE SLAB-

ON-GRADE WHERE

OCCURS

4"ø PVC WEEP

HOLES AT 6'-0", MAX

1 1/2" x 3 1/2" CONT KEY

AT CONSTRUCTION

JOINT

RETAINING WALL "H" < 4'-0" SECTION AT SLOPE BACKFILL

RETAINING WALL "H" < 6'-0" SECTION AT LEVEL BACKFILL

RETAINING WALL 4'-0" < "H" < 12'-0" SECTION AT SLOPE BACK FILL

RETAINING WALL 6'-0" < "H" < 12'-0" SECTION AT LEVEL BACKFILL

CONCRETE WALL

"Z2" BARS

#5 AT 12" EACH FACE AT "T" < 18"

#6 AT 12" EACH FACE AT "T" > 18"

M

A X

"H

"E

"D

"W"

"B" "A"

"Y3" BARS

L A

P S

P L

IC

E

M

IN

"X1" BARS

#4 AT 12" AT "B" < 15"

#5 AT 12" AT "B" > 15"

(2) #4 CONT

"Z1" BARS

"C

L R

"Y2" BARS, STAGGER

BETWEEN "Y1" BARS

"Y1" BARS,

BARS EXTEND

TO EDGE OF

FOOTING

"H

"H

FINISH GRADE

CONCRETE SLAB-

ON-GRADE WHERE

OCCURS

4"ø PVC WEEP

HOLES AT 6'-0", MAX

1 1/2" x 5 1/2" CONT KEY

AT CONSTRUCTION JOINT

2"CLR

RETAINING WALL 12'-0" < "H" < 20'-0" SECTION

"D"

6'-6"

"E"

2'-6"

"H2"

10'-0"

12'-0"

10'-0"

8'-0"

6'-0"

4'-0"

1'-0"

1'-0"

1'-0"

1'-0"

10"

8"

8"

12'-0"

10'-0"

9'-0"

7'-0"

6'-0"

1'-3"

1'-0"

1'-0"

10"

4'-0"

3'-0"

2'-0"

1'-6"

4'-6"

4'-0"

3'-0"

1'-6"

5'-6"

5'-0"

1'-9"

1'-0"

1'-0"

2'-3"

2'-0"

2'-0"

1'-3"

1'-3"

5'-0"

4'-0"

3'-0"

9'-0"

8'-0"

#8 AT 6"

#5 AT 6"

#5 AT 6"

#5 AT 8"

#5 AT 12"

#4 AT 12"

#6 AT 12"

#5 AT 12"

#5 AT 12"

#4 AT 12"

#8 AT 12"

#6 AT 12"

#5 AT 12"

#5 AT 8"

#4 AT 12"

#9 AT 12"

#8 AT 12"

#6 AT 12"

#5 AT 12"

#5 AT 6"

#5 AT 6"

#5 AT 12"

#5 AT 12"

#4 AT 12"

#4 AT 12"

#6 AT 12"

#6 AT 12"

#5 AT 12"

#5 AT 12"

#5 AT 12"

T Y

P

SIZE AND SPACING

OF DOWELS TO

MATCH "Z2"

SIZE AND SPACING

OF DOWELS TO

MATCH "Z2"

T Y

P

"X2" BARS

T Y

P

"C"

"A"

DESIGN CRITERIA:

1. ALLOWABLE FOUNDATION BEARING CAPACITIES:

2. ACTIVE EARTH PRESSURE FOR IMPORTED GRANULAR FILL:

a. LEVEL BACKFILL

b. SLOPED BACKFILL (3:1 MAX)

3. PASSIVE EARTH PRESSURE:

4. SOIL FRICTION FACTOR:

5. DYNAMIC LATERAL EARTH PRESSURE

a. UNRESTRICTED

APPLIED AT 0.6H ABOVE BASE OF WALL

3,000 PSF

40 PCF

40 PCF

50 PCF

300 PCF

0.40

9.2H^2 PLF

(2) #4 CONT

C L R

C L R

(2) #4 CONT

FREE-DRAINING

GRAVEL BACKFILL TO

EXTEND AT LEAST 12"

BEHIND CONCRETE

RETAINING WALL. WRAP

WITH GEOTEXTILE

FILTER FABRIC

12" OF LOW-

PERMEABILITY

SOIL SUCH AS ON-

SITE CLAYEY SILT

"W"

COMPACTED

IMPORTED GRANULAR

STRUCTURAL FILL

FREE-DRAINING

GRAVEL BACKFILL TO

EXTEND AT LEAST 12"

BEHIND CONCRETE

RETAINING WALL. WRAP

WITH GEOTEXTILE

FILTER FABRIC

COMPACTED IMPORTED

GRANULAR STRUCTURAL FILL

FREE-DRAINING GRAVEL BACKFILL

TO EXTEND AT LEAST 12" BEHIND

CONCRETE RETAINING WALL. WRAP

WITH GEOTEXTILE FILTER FABRIC

VARIES

FORMLINER/TEXTURE

SEE ARCH DWGS AND

SPECIFICATIONS

FORMLINER/TEXTURE

SEE ARCH DWGS AND

SPECIFICATIONS

FORMLINER/TEXTURE

SEE ARCH DWGS AND

SPECIFICATIONS

"X1" BARS

RETAINING WALL SCHEDULE - FILL CONDITION - LEVEL BACKFILL

HEIGHT "H" "W" "X2" BARS"B" "C" "Y1" BARS "Z1" BARS

16'-0"

14'-0"

13'-0"

11'-0"

"T2" "H1"

2'-0"

"Y2" BARS

"Y3" BARS

#5 AT 12"

"Z2" BARS"D" "E" "H2"

12'-0"

10'-0"

8'-0"

6'-0"

4'-0"

1'-6"

1'-3"

9'-0"

8'-0"

7'-0"

6'-0"

4'-0"

1'-0"

1'-0"

1'-0"

1'-0"

10"

3'-0"

2'-0"

2'-0"

1'-6"

2'-0"

1'-9"

1'-6"

1'-0"

2'-6"

1'-3"

1'-0"

1'-0"

1'-6"

1'-3"

1'-3"

1'-3"

5'-0"

5'-0"

4'-0"

3'-0"

8'-0"

#7 AT 6"

#6 AT 6"

#6 AT 6"

#5 AT 6"

#5 AT 8"

#5 AT 12"

#4 AT 12"

#6 AT 12"

#5 AT 12"

#5 AT 12"

#4 AT 12"

#7 AT 12"

#6 AT 12"

#6 AT 12"

#5 AT 12"

#5 AT 8"

#4 AT 12"

#7 AT 12"

#6 AT 12"

#6 AT 12"

#5 AT 12"

#5 AT 12"

#4 AT 12"

#5 AT 8"

#5 AT 12"

#5 AT 12"

#5 AT 12"

#5 AT 12"

#4 AT 12"

#4 AT 12"

#6 AT 12"

#5 AT 12"

#5 AT 12"

#5 AT 12"

"A"

1'-6"

1'-6"

1'-6"

1'-6"

1'-6"

1'-0" -

1'-6"

1'-6"

1'-6"

1'-6"

1'-6"

1'-6"

1'-6"

7'-0"

5'-0"

4'-0"

- #4 AT 12"

2'-0"

1'-9"

1'-6" 5'-6"

7'-0"

5'-0"

4'-0"

#7 AT 6"

#6 AT 6"

#7 AT 12"

#7 AT 12"

#7 AT 12"

#7 AT 12"

#5 AT 12"

#5 AT 12"

#5 AT 12"

#4 AT 12"

#5 AT 8" #4 AT 12"

FINISH, SEE

ARCH DWGS

"Z2" BARS

FINISH, SEE

ARCH DWGS

3" CLR

SLOPE

TYP

1'-0"

TYP

1'-0"

IMPORTED

GRANULAR

FILL

FENCE PER CIVIL

DWGS (2"ø MAX)

DWGS

SEE

CIVIL

FENCE POST

FOOTING, PER

E1

S-612

SLOPE

FENCE POST

FOOTING, PER

E1

S-612

12" OF LOW-PERMEABILITY

SOIL SUCH AS ON-SITE

CLAYEY SILT

IMPORTED

GRANULAR FILL

#5 AT 12"

FENCE

PER

CIVIL

DWGS

DWGS

SEE CIVIL

TYP

1'-0"

SLOPE

FENCE POST

FOOTING, PER

12" OF LOW-PERMEABILITY

SOIL SUCH AS ON-SITE

CLAYEY SILT

IMPORTED

GRANULAR FILL

FENCE PER CIVIL

DWGS

E1

S-612

#5 AT 8"

MIN

1'-0"

MIN

1'-0"

"T1"

1'-0"

1'-0"

1'-0"

1'-0"

10"

8"

8"

22'-0" 27'-0" #9 AT 6" #6 AT 6"1'-0" 7'-0" 6'-0" #6 AT 12" #9 AT 12" #6 AT 12"7'-0" 2'-6" 12'-0" #9 AT 12"1'-6" 2'-0"

24'-0" 30'-0" #10 AT 6" #6 AT 6"1'-0" 7'-6" 7'-0" #6 AT 12" #10 AT 12" #6 AT 12"7'-6" 2'-6" 14'-0" #10 AT 12"1'-6" 2'-0" #6 AT 12"

"T2"

2'-0"

1'-9"

1'-6"

1'-3"

2'-3"

2'-6"

"X2" BARS

TYP

1'-0"

"W"

LA

P

S P

LI

C

E

1'-6" 8"

1'-0"

1'-0" 1'-3" #4 AT 12"

M A

X A

T L

E V

E L B

A C

K F

IL

L

ADDED #4

AT 12 AT

"H" > 8'-0"

2" CLR

MAX

MAX

MAX

"C"

ADDED #4 AT

12 AT "H" > 8'-0"

6'-0"

6'-0"

5'-6"

5'-0"

"T"

"T2"

FENCE POST ON WALL

WHERE OCCURS, PER

C1

S-606

FENCE POST ON WALL

WHERE OCCURS, PER

C1

S-606

FENCE POST ON WALL

WHERE OCCURS, PER

C1

S-606

#5 AT 12"

#6 AT 12"

#6 AT 12"

#6 AT 12"

#5 AT 12"

VARIES

"T"

WATERPROOFING 2

WATERPROOFING 2

WATERPROOFING 2

NOTES:

1. CONTROL JOINTS, CONSTRUCTION JOINTS, AND ARCHITECTURAL JOINTS

SHALL BE LOCATED IN WALLS, PER DETAIL

2. SPECIAL INSPECTION IS REQUIRED FOR RETAINING WALLS.

3. STRUCTURAL EXCAVATIONS SHALL BE PROVIDED PER DETAIL

E7

S-606

C3

S-606

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

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DESIGN COMPLETE

SCALE: NTSA1

RETAINING WALL SCHEDULE - FILL CONDITION - ALTERNATE

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NON-WOVEN GEOTEXTILE FILTER FABRIC OR AS REQUIRED BY MSE WALL DESINER

INFILL STONE (NO. 57 OR EQUIVALENT). FILL BETWEEN ADJACENT BLOCKS

AND VERTICAL CORE SLOT. EXTEND STONE AT LEAST 12" BEHIND BLOCKS.

OR AS REQUIRED BY MSE WALL DESINER

DRAINAGE PIPE, SEE

SPECIFICATIONS

LEVELING PAD, AGGREGATE BASE MATERIAL,

SEE SPECIFICATIONS. ALTERNATIVELY USE

CONCRETE FOOTING AS SPECIFIED BY THE

RETAINING WALL DESIGNER

REINFORCED ZONE FILL PER DESIGN REQUIREMENTS. INSTALL

IN LIFTS AND COMPACT PER PROJECT SPECIFICATIONS. OR AS

REQUIRED BY MSE WALL DESINER

MOVE BLOCKS FORWARD DURING

INSTALLATION TO ENGAGE SHEAR KNOBS, TYP

GRADE TO DRAIN SURFACE

WATER AWAY FROM WALL

ɸ = 32°

Geogrid cut length:

= "L" + "L" + 3'

12" WIDE GEOGRID STRIP WRAPPED THROUGH

BLOCK AND EXTENDING FULL LENGTH BACK

INTO THE REINFORCED SOIL ZONE, TYP

(5° WALL BATTER ANGLE)

SETBACK = 1 5/8"

ɸ = 34°

S E

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IV

IL

D W

G S

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T A

IN

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D H

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H

GEOGRID LENGTH "L"

M

IN

O R

A S

R E

Q U

IR

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L L D

E S

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E R

28" MIN DEPTH PRECAST

BLOCK, TYP

RETAINED HEIGHT "H"

21'-0"

GEOGRID LENGTH "L" *

15'-0"

12'-0"

9'-0"

6'-0"

21'-0"

15'-0"

12'-0"

9'-0"

6'-0"

18'-0" 18'-0"

NOTE:

* PROVIDE SHORTER OR LONGER GEOGRID AS

REQUIRED BY DESIGN. MINIMUM GEOGRID LENGTH

SHALL BE 70% INDICATED VALUE.

GEOGRID BY RETAINING

WALL MANUFACTURER, TYP

(SAMPLE GEOGRID BLOCK

SYSTEM SHOWN FOR

ILLUSTRATION PURPOSES)

IMPORTED REINFORCED FILL MATERIAL, SEE NOTES

GEOGRID SHALL BE 12" MIN WIDE STRIPS OF GEOTEXTILE FILTER FABRICOR AS REQUIRED BY MANUFACTURER.

GEOGRID SHALL BE FACTORY CUT AND CERTIFIED FOR WIDTH AND STRENGTH REQUIRED BY MANUFACTURER.

GEOTECHNICAL PARAMETERS:

1. IMPORTED REINFORCED FILL MATERIAL

a. ANGLE OF INTERNAL FRICTION = 34°

b. MOIST UNIT WEIGHT = 130 PCF

c. COHESION = 0 PSF

2. RETAINED SOIL

a. ANGLE OF INTERNAL FRICTION = 32°

b. MOIST UNIT WEIGHT = 110 PCF

c. COHESION = 0 PSF

3. SEISMIC DESIGN PARAMETERS:

a. HORIZONTAL SEISMIC COEFFICIENT = 0.317

b. VERTICAL SEISMIC COEFFICIENT = 0 (ASSUMED)

4. SEE GENERAL NOTES FOR ADDITIONAL SEISMIC PARAMETERS

INCLUDING SEISMIC LATERAL EARTH PRESSURE. THE SEISMIC

LATERAL EARTH PRESSURE IS IN ADDITION TO THE STATIC EARTH

PRESSURE.

CONTRACTOR'S NOTES:

1. ONSITE CLAYEY SILT AND VOLCANIC TUFF SHALL NOT BE USED IN

THE REINFORCED SOIL ZONE FOR GEOSYNTHETIC

REINFORCEMENT. MATERIAL FOR THE REINFORCED SOIL ZONE

FOR GEOSYNTHETIC REINFORCEMENT SHALL BE PER

MANUFACTURER'S SPECIFICATION.

2. SUBMIT MSE WALL SAMPLE WITH SELECTED WALL TEXTURES,

SHOP DRAWINGS, AND MANUFACTURER SPECIFICATIONS TO THE

CONTRACTING OFFICER FOR REVIEW PRIOR TO PURCACE AND

INSTALLATION.

3. SUBMIT CALCULATIONS AND SHOP DRAWINGS FOR REVIEW.

RETAINED SOIL PLACED IN THE RETAINED

FILL ZONE CONSISTING OF GRANULAR

MATERIAL WITH LESS THAN 15 PERCENT

PASSING THE NO. 200 SIEVE. RETAINED FILL

EXTENDS HEIGHT OF WALL "H". PROVIDE

STRUCTURAL FILL WHERE NECESSARY FOR

BUILDING STRUCTURE OR UTILITIES.

DRAINAGE AGGREGATE,

SEE SPECIFICATIONS

30'-0"

24'-0"

30'-0"

24'-0"

27'-0" 27'-0"

TREES, UTILITY STRUCTURES AND UTILITY LINES,

SEE NOTES AND SHEET

PARKING SURCHARGE WHERE OCCURS SEE NOTES

SLOPED SITE, SEE CIVIL

DWGS AND NOTES

DESIGN NOTES:

1. DESIGN SHALL INCORPORATE CIVIL

STRUCTURES, TREE BULBS AND

SURCHARGE LOADS RESULTING FROM

VEHICLES, CIVIL STRUCTURES AND

TRASH ENCLOSURE. SEE CIVIL

DRAWINGS FOR LOCATIONS OF

SURCHARGE LOADS.

2. REFER TO SECTIONS ON SHEET S-304

AND S-304A FOR ADDITIONAL

INFORMATION.

3. SEE CIVIL DRAWINGS FOR MSE WALL

HEIGHTS.

4. DESIGN OF MSE WALL SHALL ADDRESS

DRAINAGE SYSTEM.

CHAIN LINK FENCE

PER E1

S-612

CAP BLOCK

POST CAP

DWGS

SEE CIVIL

STACK VERTICALLY ABOVE

RETAINED ELEVATION

SWALE WHERE OCCURS, SEE CIVIL DWGS GEOGRID AS REQUIRED BY

MSE WALL DESIGNER

S-612

S E

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IV

IL

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STEP FOOTING

PER

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UNDERDRAIN

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION

PROFESSIONAL

ENGINEER

LICENSED

No. 11208-S

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DESIGN COMPLETE

SCALE: NTSA1

MSE RETAINING WALL AT FILL CONDITION

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