Dwgs_V1_a4.pdf

CU501

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Sheet number:

Location code:

Drawing no.

C he ck ed b y:

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/1

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FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION.

of 114SHEET A1

CU501

CLEAN OUT TO GRADE (COTG)

NOT TO SCALE

4'-0"

9"

9"

A

A

PLAN

6"

9" 4'-0" 9"

SECTION A-A

SLOPE TO DRAIN CHANNELIZE BOTTOM

OF MANHOLE TO DEPTH

OF 1/2 PIPE DIAMETER

USING CONCRETE

BRICKS AND CLASS "B"

CONCRETE

1/

D

IA

M

A3

CU501

CHANNELIZING DETAILS FOR DRAIN MANHOLE

NOT TO SCALE

C 2F

_P H

2- C

U

A pr il

, 2

C1

CU501

SEWER TRENCH SECTION

NOT TO SCALE

C2

CU501

DRAINLINE TRENCH DETAIL

NOT TO SCALE

1'-6" SQUARE

AC PAVEMENT / CONC PAV'T

2"

4"

6" FERRULE & PLAIN

COUNTERSUNK

BRASS CLEANOUT

PLUG

CONDITION IN GRASS AREA CONDITION IN PAVED AREA

CONCRETE

BLOCK

6" PIPE

BASE COURSE

FINISH GRADE

6" OR 8" PIPE

BEND - ELEVATION

6" RISER

STRAIGHTAWAY - ELEVATION

6" OR 8" PIPE

TO BUILDING

6" OR 8" PIPE

6" RISER

6" CLEANOUT

6" CLEANOUT

TO BUILDING

BEND - PLAN

TO BUILDING

STRAIGHTAWAY - PLAN

6" OR 8" PIPE

V A

R

IE

S

V A

R

IE

S

6" 18 BEND

DIRECTION OF

PIPE FLOW

DIRECTION OF

PIPE FLOW

8"X6" WYE

6" CLEANOUT, SEE COTG

CONCRETE COLLAR DETAIL

8"X6" WYE

BEND PER PLAN

(WERE APPLICABLE)

6"x6" WYE OR

8"X8" WYE

BEND PER PLAN

(WERE APPLICABLE)

6" PIPE

(LENGTH TO SUIT)

8"X6" REDUCER

6"x6" WYE OR

8"X8" WYE

6" LONG SWEEP

BEND

12"x12"x4" THICK

CONCRETE BLOCK

FINISH

GRADE

6" CLEANOUT, SEE COTG

CONCRETE COLLAR DETAILFINISH

GRADE

8"X6" REDUCER

6" PIPE

(LENGTH TO SUIT)

DIRECTION OF

PIPE FLOW

DIRECTION OF

PIPE FLOW

COTG CONCRETE COLLAR

6" OR 8" PIPE

SEWER PIPE

SIZE

TRENCH WIDTH

6" 24"

TRENCH WIDTH

OD PIPE

6" M

IN

C

U S

H

IO

N

'-0

" M

IN

C O

V E

R

7" BASE COURSE

'-0

M

IN

4" AC PAVEMENT

PAVEDPAVED

NON

4" PLANT SOIL

W/ GRASS

SATISFACTORY

MATERIAL

SEWERLINE

ID

PIPE

3B FINE

MARKING TAPE

AND TONING WIRE

ABOVE SEWERLINE

TRENCH WIDTH

OD PIPE

O D

P

IP

E

6" M

IN

C

O V

E R

24"

24"

36"18"

12"

8"

TRENCH

WIDTHPIPE SIZE

DRAIN

24"

24"6"

4"

7" BASE COURSE

4" AC PAVEMENT

PAVEDPAVED

NON

4" PLANT SOIL

W/ GRASS

DRAINLINE

ID

PIPE 3B FINE

MARKING TAPE

AND TONING WIRE

ABOVE DRAINLINE

1' -0

M

IN

1' -0

M

IN 3

'-0

" M

IN

C O

V E

R

O D

P

IP

E

CU502

TI

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JM

/N

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GRAPHIC SCALES

D es ig ne d by

D at e:

R ev

S ub m itt ed b y:

Fi le n am e:

C hi ef

D ra w in g co de

P lo t d at e:

P lo t s ca le

Sheet number:

Location code:

Drawing no.

C he ck ed b y:

R O

A N

O K

E , V

A

H O

N O

LU

LU

, H I w w w .a ec om

.c om

A E

C O

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PHASE 2

D ra w n by

P H

A S

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M

A

IN

O P

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A

TI

O N

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M R

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/1

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FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION.

of 114SHEET

1 3/4" 1 1/2" 1 3/4"

1"

1/4" 1/4"

1/ 2"

1/ 8"

5/

8"

1/ 2"

1" 1/4"1/4"

1 3/4"1 1/2"1 3/4"

5" 5"

1 3/4" 1 1/2" 1 3/4"

3/16" 3/16"

5/ 8"

1 1/8"

5"

RISER SECTIONCONE SECTION

RISER SECTION

5" 1" 3"

2"

9"

MORTAR AROUND

BASE

1/8"

A3

CU502

PRE-CAST CONCRETE DRAIN MANHOLE

NOT TO SCALE

DETAIL "A"

DETAIL "B"

#4 BARS

@ 12" O.C.

BOTHWAYS

2 #4 BARS

MORTAR

DRAIN MANHOLE

FRAME & COVER

REINFORCED

CONCRETE

BASE SHALL BE

CAST-IN-PLACE

#4 HORIZONTAL

HOOPS @ 8" O.C.

(LAP ENDS 12")

#4 VERTICAL

BARS SPACED

1/8" OF CIRCLE

MORTAR AROUND

BASE SEE DETAIL

"B" OF DETAIL

ROUND

OPENING OF

OUTLET PIPE.

MIN. RADIUS =

0.15 PIPE DIAM.

9" 9"4'-0" DIAM.

6"

Ø OF

PIPE

8"

V A

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V A

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F.

C O

N C

B

A S

E

MAX 5"

ADJUSTMENT

W/ MORTAR

M A

X

IM

U M

H E

IG

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- 1

0' -0

P

IP

E Ø

" M

A X

5'-6" DIAM.

1' -9

5"5"

2' -8

E

C C

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C O

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S E

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4'-0"

SEE DETAIL

ON THIS SHEET

DETAILS OF CONE

SECTION, RISER

SECTION & JOINT

SHALL BE APPROVED

BY THE ENGINEER

A1

CU502

PRE-CAST DRAIN MANHOLE

NOT TO SCALE

A2

CU502

2'-10" MIN.

PLAN VIEW

PLAN VIEW

SECTION SECTION THRU COVER

BOTTOM VIEW

A

A

SECTION A-A

FINISH GRADE C2

CU502

NOTES:

1. TOP OF MANHOLE SHALL BE FLUSH WITH FINISH GRADE IN PAVED AREA.

2. CENTERLINE OF MANHOLE IS GRADE POINT FOR DRAIN LINES.

3. ALL MANHOLE CONNECTIONS SHALL BE WATERTIGHT.

4. MANHOLE FRAMES SHALL BE SECURELY INSTALLED IN A BED OF MORTAR.

5. STEEL BARS AND SHAPES SHALL BE IN ACCORDANCE TO ASTM A 36.

6. PRE-CAST SECTIONS SHALL CONFORM TO ASTM C478.

STAINLESS

STEEL

LADDER

SEE DETAIL

C1

CU502

1,376

1,720

2,064

2,580

2,752

1. PRE-CAST SECTIONS SHALL CONFORM

TO ASTM C 476-61T.

0.1648"x33"x22" CONE

0.1648"x24"x36" CONE

0.1222"x2 1/2" GRADE RING

0.1222"x4" GRADE RING

0.1548"x12" RISER

0.1548"x15" RISER

0.1548"x24" RISER

0.1548"x30" RISER

0.1548"x36" RISER

0.1548"x45" RISER

0.1548"x48" RISER

SA /LFSECTION

ECCENTRIC CONE

RISER

RISER

" O

R

5" 5"48" DIA

48" DIA 5"5"

O R

4"

2 1/2" HIGH4" HIGH

1 1/4"

5" 5"

1/

2"

4" 5"5"

5"

1' -1

0" O

R

'-0

5"48" DIA

2'-10" MIN.

1 1/4"

GRADE RING

A2

CU502

PRE-CAST CONCRETE DRAIN MANHOLE

NOT TO SCALE

TOTAL

WT, LB

C1

CU502

STAINLESS STEEL LADDER DETAIL

NOT TO SCALE

3/16"

1/2"Ø BOLT,

ASTM F593

(STAINLESS

STEEL TYPE

316 ALLOY),

WITH EXP.

SHIELD CID

A-A-1924

3/4"Ø X 16"

STAINLESS

STEEL

(TYPE 316)

RUNGS

2 1/2" X 2" X 1/2"

STAINLESS

STEEL (TYPE

316) BRACKET

2 1/2" X 1/2"

STAINLESS

STEEL

(TYPE 316)

SIDE RAILS

3/16"

GRADE

FINISH

FRAME

6' -0

" M A

X

(TYP.)

1/ 2"

C

LR

1' -0

TY

P

1/4"

7"

3"

1' -3

" M A

X

NOTE:

LADDER SHALL BE INSTALLED IN STORM

DRAIN MANHOLES, CATCH BASINS AND

GRATED INLETS UNLESS OTHERWISE NOTED.

MANHOLE INVERT

TOP

SLAB

C2

CU502

DRAIN MANHOLE COVER

NOT TO SCALE

C 2F

_P H

2- C

U

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, 2

1/2"

HOLE

5/8"'

1/ 8"

5/8"'

(TYP.)

1/2"'

(TYP.)

2'-8 7/8"'Ø

5"'Ø 1"' 1"'

1"

2 1/2"'1 1/2"'

1/

2"

1" ' 4 1/2"'

3/4"'

1 5/8"' 7/8"'

5/

8"

3'-0 1/2"'

2'-9 1/4"'

2'-7 1/2"'Ø

3/

4"

2"

3/

8"

1 5/8"' 7/8"'

7 1/4"' 3'-10"'Ø

1'1'

1' 1'

VA

RI

ES

1'

1/

8"

1"

1/

4"

3/ 4"

1/ 2"

1 3/4"'

1"'Ø

3/4"'

3"'

1/2"'

A3

CU502

CU503

TI

LI

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D E

TA

IL

S

TJ

/G

N /K

R

A F/

JM

/N

P M

D

GRAPHIC SCALES

D es ig ne d by

D at e:

R ev

S ub m itt ed b y:

Fi le n am e:

C hi ef

D ra w in g co de

P lo t d at e:

P lo t s ca le

Sheet number:

Location code:

Drawing no.

C he ck ed b y:

R O

A N

O K

E , V

A

H O

N O

LU

LU

, H I w w w .a ec om

.c om

A E

C O

M

PHASE 2

D ra w n by

P H

A S

E

M

A

IN

O P

E R

A

TI

O N

S

M R

B

/1

3/

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION.

of 114SHEET A1

CU503

AREA DRAIN DETAIL

NOT TO SCALE

C 2F

_P H

2- C

U

A pr il

, 2

9"

1'-6"

6"

ALL AROUND

3/4" CHAMFER

FINISH GRADE

6"/12" (W/ REDUCERS) WYE

HDPE 45° ELBOW

3'-0" MIN COVER

5" BRASS CLEANOUT PLUG

W/COUNTERSUNK HEAD

AND HUBLESS COUPLING

6" HDPE 45° ELBOW

HDPE PIPE (TYP.)

6" HDPE PIPE

B1

CU503

DRAIN CLEANOUT DETAIL

NOT TO SCALE

HDPE PIPE (TYP.)

CONCRETE

COLLAR

NOTE:

1. GRATE OR LID MUST BE INSTALLED PRIOR TO BACKFILLING

V A

R

IE

S

SLOPE TO DRAIN,

SEE GRADING PLAN

COMPACTED BASE COURSE

DRAIN RISER

SEE PLAN FOR SIZE

EQUAL TO LARGEST

CONNECTING PIPE

HDPE, SEE PLAN FOR SIZE

DRAIN BASIN,

RATED H-20 LOADING

C1

CU503

GRATED INLET RIM ADJUSTMENT

NOT TO SCALE

REMOVE 6" MIN. EXIST. CONC.

WALL TO CLEAR ALL EXIST.

STUDS WELDED TO SEAT TO

EXPOSE EXIST. REBARS.

REFORM TOP W/ NEW CONC.

AND RAISE SEAT AND

PROVIDE NEW SLIP

RESISTANT COVER.

EXISTING GRADE

FINISH GRADE

NEW CONCRETE

EXIST. STRUCTURE

WELD NEW #4

TO EXIST REBAR

1" M

IN

. C

LR

1" MIN. CLR. RAISE EXISTING

FRAME & COVER

TO FINISH GRADE

#4

C3

CU503

SEWER MANHOLE RIM ADJUSTMENT

NOT TO SCALE

A3

CU503

DRAIN MANHOLE RIM ADJUSTMENT

NOT TO SCALE

EXIST GRADE

FINISH GRADE

E X

IS

T

C O

N C

M A

N H

O

LE

B A

S E

T O

R E

M A

IN

M

A N

H O

LE

E

X

TE

N S

IO

N

V A

R

IE

S

RAISE EXISTING FRAME

AND COVER TO FINISH

GRADE

EXTEND STAINLESS

STEEL LADDER

EXIST. REBAR TO REMAIN

REMOVE EXIST. CONCRETE

CONE, MORTAR, FRAME, AND

COVER

INTERIOR TO BE

BAGGED OR PLASTERED

SMOOTH

MORTAR

EXIST. REBAR

ADD PRE-CAST CONCRETE

RINGS AS NEEDED TO OBTAIN

NEW FINISH GRADE HEIGHT

INSTALL NEW CONCRETE

CONE SECTION

SEAL NEW RING SECTIONS

WATER TIGHT

NOTES:

1. TOP OF MANHOLE SHALL BE FLUSH WITH FINISH GRADE IN PAVED AREA.

2. CENTERLINE OF MANHOLE IS GRADE POINT FOR DRAIN LINES.

3. ALL MANHOLE CONNECTIONS SHALL BE WATERTIGHT.

4. MANHOLE FRAMES SHALL BE SECURELY INSTALLED IN A BED OF MORTAR.

5. STEEL BARS AND SHAPES SHALL BE IN ACCORDANCE TO ASTM A 36.

6. PRE-CAST SECTIONS SHALL CONFORM TO ASTM C478.

EXIST GRADE

FINISH GRADE

E X

IS

T

C O

N C

M A

N H

O

LE

B A

S E

T O

R E

M A

IN

M

A N

H O

LE

E

X

TE

N S

IO

N

V A

R

IE

S

RAISE EXISTING FRAME

AND COVER TO FINISH

GRADE

INTERIOR TO BE

BAGGED OR PLASTERED

SMOOTH

NOTES:

1. TOP OF MANHOLE SHALL BE FLUSH WITH FINISH

GRADE IN PAVED AREA.

2. CENTERLINE OF MANHOLE IS GRADE POINT FOR

SEWER LINES.

3. ALL MANHOLE CONNECTIONS SHALL BE WATERTIGHT.

4. MANHOLE FRAMES SHALL BE SECURELY INSTALLED IN

A BED OF MORTAR.

5. STEEL BARS AND SHAPES SHALL BE IN ACCORDANCE

TO ASTM A 36.

6. PRE-CAST SECTIONS SHALL CONFORM TO ASTM C478.

INSTALL NEW CONCRETE

CONE SECTION

ADD PRE-CAST CONCRETE GRADE

RINGS AS NEEDED TO OBTAIN

NEW FINISH GRADE HEIGHT

SEAL NEW RING SECTIONS

WATER TIGHT

EXIST. REBAR TO REMAINEXIST. REBAR

REMOVE EXIST. CONCRETE

CONE, MORTAR, FRAME, AND

COVER

B5

CU503

GRADE RING DETAIL

NOT TO SCALE

NOTE

1. PRE-CAST SECTIONS SHALL CONFORM TO ASTM C478.

SECTION

22" x 2 1/2" Grade Ring

AS/L.F.

22" x 4" Grade Ring 0.12

0.12

5"

1/

2" o r 4

1 1/4"

SQUARE POLYOLEFIN FLUSH MOUNTED

GRATE H-20 LOADING RATED,

FOR SIZE C3

CU201

7. REFER TO CU502 FOR DETAILS.