Attachment_I_-_Bldg_1928_Sanitary_Line.pdf

Route sewer line outside building and to the existing manhole. About 325LF.

SNAP CAP

1/2" PJF

(U.N.O.)

WALL, COLUMN, OR

FOUNDATION

SLAB

SLAB

SNAP CAP

3/4" PJF

(U.N.O.)

POLYURETHANE OR POLY

SULPHIDE BASE SEALANT

1/4" RADIUS (TYP)

SLAB

POLYURETHANE OR POLY

SULPHIDE BASE SEALANT

C

L R

1. GROUT PLUG

2. 8" DIA. SCHED 40 STEEL PIPE,

GRIND SMOOTH, FILL WITH CONC

AND PAINT WITH ANTI-RUST

PAINT. COLOR TO MATCH BRICK.

3. 1/2" EXPANSION JOINT W/

SEALANT

4. CONCRETE PAVEMENT

5. CONCRETE ENCASEMENT

6. 1'-6" MIN DIA.

NOTES:

A. INSTALL CENTER OF BOLLARD 'IN-LINE' WITH EDGE

OF EQUIPMENT DOOR FRAME AND AT AN OFFSET

DISTANCE OF 1'-6" FROM THE EDGE OF BUILDING.

2'-3"

1. MANHOLE FRAME AND

COVER

2. GROUT

3. REINFORCED STANDARD

TOP SLAB DESIGNED FOR

HS20 LOADING

4. PRECAST MANHOLE

SECTION

5. MANHOLE BASE

6. INSIDE DIAMETER SHALL BE 4' MIN.

7. PRECAST 2", 4" OR 6" GRADE

RINGS TO SUIT GRADE

8. FINISH GRADE

9. VARIES AS REQUIRED 2"

MINIMUM 12" MAXIMUM

SUBBASE COURSE

BASE COURSE (RDM)

COMPACTED SUBGRADE

SEE PAVING DETAIL

1. WHITE CONCRETE CURB

MATCH COLOR

OF EXISTING CURBING.

2. EXPANSION JOINT W/

SEALANT

3. CONCRETE SIDEWALK

6"

R

6" 6" 6"

SEE SIDEWALK DETAIL

2 3

NOTES:

A. 10 FEET MAXIMUM SPACING BETWEEN

CONTRACTION JOINTS.

SUBBASE

BASE COURSE (RDM)

SEE PAVING DETAIL

1. WHITE CONCRETE CURB

MATCH COLOR

OF EXISTING CURBING

2. FINISHED GRADE

3. FILTER FABRIC

4. 6" SUBDRAIN

5. 6" MIN. OVERLAP

6"

R

6" 6" 6"

NOTES:

A. 10 FEET MAXIMUM SPACING

BETWEEN CONTRACTION JOINTS.

M

I N

COURSECOURSE

COMPACTED

SUBGRADE

TYP

3" MIN

M

I N

1. MOUNTING HARDWARE

2. SIGN WORDING LAYOUT AND MATERIAL

TO BE PER BASE INSTALLATION SIGN

STANDARDS.

3. 2" SQUARE STEEL TUBING, OR

APPROVED EQUAL

4. CONCRETE SIDEWALK OR BACK OF

CURB

5. CONCRETE BACKFILL

NOTES:

A. ALL HOLES TO BE 9/16" DIAMETER FOR 1/2" BOLTS.

B. ALL MATERIAL TO BE PAINTED PER BASE

INSTALLATION STANDARDS.

C. FOR SIGNS MOUNTED ON BUILDING EXTERIOR,

PLACE AT 7 FEET ABOVE PAVEMENT SURFACE

AND ATTACH USING MASONRY TYPE FASTENERS.

1'

M I N

M I N

M A

X

M I N

4" MIN

1. FLEXIBLE MANHOLE CONNECTOR

2. PROVIDE JOINT ON PIPE WITHIN

1'-6" OF OUTSIDE FACE OF

MANHOLE IF APPLICABLE.

3. LESS THAN 2'-0"

4. COMPACTED IMPORTED PIPE

BEDDING TO UNDISTURBED

EARTH, 6" MIN

5. INSIDE DIAMETER SHALL BE 4' MIN.

6. PRECAST BASE

7. CAST-IN-PLACE BASE

8. MANHOLE TOP

9. MANHOLE STEPS, IF SPECIFIED

10. PRECAST MANHOLE SECTIONS

11. GROUT IN EVEN SLOPE FROM

FLOW LINE TO FLOW LINE

12. POURED OR PRECAST CONC BASE

AT CONTRACTORS OPTION

13. SLOPE 2" PER 1'-0"

6 7

S E

E

P L A

N

1/4"x4 1/2" SQUARE DOWEL

PLATE AND SLEEVE @ 18" OC

STOP REINF

AT JOINT

2"

TYP

EA SIDE

C L R

SLAB REINF

SAW CUT 1/8" WIDE x T/4 DEEP

JOINT W/EARLY ENTRY SAW. FILL

JOINT WITH POLYURETHANE OR

POLY SULPHIDE BASE SEALANT

T

S E

E

P L

A N

SLAB REINF

C L

R

T

SAW CUT 1/8" WIDE x 1 T/4 DEEP JOINT

W/EARLY ENTRY SAW. FILL JOINT WITH

POLYURETHANE OR POLY SULPHIDE

BASE SEALANT

T A

S K

O

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N

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B

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D A

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B

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SHEET ID

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2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

U S

A

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A

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C I V

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A I L S

S H

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T

C-502

FOR CONSTRUCTION

E N

E P

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U D

J P

A L M

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J C

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G R

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G I N

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C d w g

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S

F4

AND CONSTRUCTION JOINT

NONE

F1

CONCRETE CURB

NONE

D1

CUURB WITH SUBDRAIN DETAIL

NONE

D4

NO PARKING SIGN AND MOUNTING

NONE

B1

MANHOLE BASE SECTION

NONE

F8

TYPICAL ISOLATION AND EXPANSION JOINT

NONE

D8

BOLLARD

NONE

B4

FLAT TOP MANHOLE SECTION

NONE

TYPICAL SLAB CONTROL

SLAB CONTROL JOINT SLAB CONSTRUCTION JOINT ISOLATION JOINT EXPANSION JOINT

1.

2.

3.

4.

5.

6.

FINISH GRADE,

SLOPE AS SHOWN

ON GRADING PLANS

1:1, TYP

COMPACTED BASE COURSE

PREPARED SUBGRADE,

AS SPECIFIED

WIDTH AS NOTED

ON PLANS

6X6 6/6 WIRE MESH, SEE NOTE A

SLOPE 1/4"/FT

OR AS SHOWN

4" MINIMUM CONCRETE DEPTH

1/2" PJF (WHERE AGAINST

BUILDING OR RIGID STRUCTURE)

TOOLED

COLD JOINT

7.

8.

9.

10.

TYPICAL SECTION

6" TYP

1'-0" MIN

M

I N

M

I N

NOTES:

PLACE WIRE MESH AT CENTER OF CONCRETE

SECTION MAINTAINING A COVER OF 2" ON TOP

AND SIDES.

BROOM FINISHED CONCRETE SURFACE. SMOOTH

FINISH (3" WIDE) AT EDGES AND CONTRACTION

JOINTS W/ STEEL TROWELS.

A.

B.

F8

TYPICAL CONCRETE SIDEWALK

NONE

INSTALL CONTROL JOINTS EVERY 6 FEET (MAX)

USING A TOOL SCORE 1" DEEP, 1/4" WIDE, AND

INSTALL EXPANSION JOINTS EVERY 32 FEET O.C. (MAX).

C.

CONTROLLED LOW-STRENGTH

MATERIAL (CLSM). MINIMUM

28-DAY COMPRESSIVE STRENGTH

1.

PLAN

SECTION

12"

TYP

T Y

P

T

Y

P

M I N

B8

TRENCH PIPE CROSSING

NONE

NOTES:

CLSF SUPPORT IS REQUIRED:

A. WHEN BOTH PIPELINES ARE

NEW AND CLEARANCE

BETWEEN THEM IS LESS THAN

12".

B. WHEN A NEW PIPELINE IS

CROSSING OVER AN EXISTING

PIPELINE AND THE CLEARANCE

BETWEEN THEM IS LESS THAN

12".

C. AT ALL PIPE CROSSINGS

WHERE A NEW PIPELINE IS

CROSSING UNDER AN EXISTING

PIPELINE.

D. REFER TO SPECIFICATION 03 30

00 FOR ADDITIONAL CONCRETE

REQUIREMENTS.

OF 100 PSI CONCRETE.

NEW SURFACING, SEE PLANS, REFER TO

REFERENCED PAVEMENT SECTIONS

TRENCH BACKFILL ABOVE

PIPE ZONE, AS SPECIFIED

PIPE OUTSIDE DIAMETER

PIPE BEDDING MATERIAL, FOR MINIMUM

TRENCH STABILIZATION MATERIAL

WHERE REQUIRED

DEPTH OF COVER

PIPE ZONE

1.

2.

3.

4.

5.

6.

7.

8.

9. MINIMUM WIDTH = PIPE OD + 1'-6"

MARKING TAPE AS

B4

TYPICAL TRENCH

NONE

THICKNESS, SEE TABLE.

PIPE ZONE UPPER LIMIT, FOR MINIMUM

THICKNESS, SEE TABLE

10.

PIPES 15" AND LESS

PIPES 18" TO 36"

CONDUIT

DIRECT BURIED CABLE

DUCT BANKS

PIPE BEDDING

(MINIMUM)

THICKNESS

(INCHES)

4"

6"

3"

3"

3"

PIPES 15" AND LESS

PIPES 18" TO 36"

CONDUIT

DIRECT BURIED CABLE

DUCT BANKS

PIPE ZONE UPPER

LIMIT (MINIMUM)

THICKNESS

(INCHES)

12"

12"

3"

3"

3"

A.

B.

C.

D.

E.

NOTES:

1.

2.

3.

4.

5.

CONTRACTION JOINT,

SEE NOTE A AND B

CONCRETE SLAB

ON GRADE

REINFORCING, #5 @ 12"

CTD 2 1/2" COVER

BASE COURSE

PREPARED SUBGRADE

CONTRACTION JOINT SHALL BE MADE, CLEANED WITH COMPRESSED AIR, AND FILLED WITH SEALANT AS

SPECIFIED. SEE DETAIL F4 ON DRAWING C-502.

CONCRETE JOINT SPACING: AS SHOWN.

INSTALL 1/2" PREMOLDED JOINT FILLER FULL DEPTH WHERE CONCRETE PAVEMENT ABUTS CONCRETE CURB, BUILDING OR ANY RIGID STRUCTURE.

PROVIDE A 12" THICK BY 18" WIDE THICKENED EDGE AROUND PERIMETER OF SLAB. TRANSITION THICKENED

EDGE TO NORMAL THICKNESS IN 18".

PROVIDE PORTLAND CEMENT CONCRETE PAVEMENT AS SHOWN ON PLANS.

NOTE:

A.

1. FINISH GRADE AS

SHOWN

2. TACK COAT

3. PRIME COAT (AS

SPECIFIED)

4. GEOTEXTILE (AS

SPECIFIED)

5. TOP OF PREPARED

SUBGRADE

6. PREPARED SUBGRADE

(AS SPECIFIED)

7. ASPHALT CONCRETE

SURFACE COURSE

8. ASPHALT CONCRETE

INTERMEDIATE COURSE

9. BASE COURSE (RAPID

DRAINING MATERIAL)

10. AGGREGATE BASE

COURSE

PROVIDE ASPHALT CONCRETE PAVEMENT

SECTION AS SHOWN OR MATCH EXISTING,

WHICH EVER IS GREATER.

NOTE:

A. PAINT EDGE OF EXISTING ASPHALT WITH TACK COAT PRIOR TO PAVING.

CRACK SEAL JOINT AFTER PAVING OPERATION HAS BEEN COMPLETED.

1. CRACK SEAL, TYP, SEE

NOTE

2. EXISTING PAVEMENT

3. EXISTING BASE COURSE

4. PREPARED SUBGRADE

5. SAW CUT 2' MIN JUST

PRIOR TO PAVING

6. EDGE OF EXISTING

PAVEMENT

7. NEW PAVEMENT

8. NEW BASE COURSE(S) PER

ASPHALT CONCRETE

PAVEMENT SECTION.

10'-0"

1. PREFORMED JOINT SEAL

2. EDGE OF CONCRETE AS SHOWN

ON PLAN

3. GREASE AND CAP SLAB-SIDE OF

DOWEL

4. CONCRETE PAVEMENT

5. 18"×1 1/4" STEEL DOWELS @ 12"

OC, CENTERED IN IMPACT SLAB

6. CONCRETE EXPANSION JOINT

7. PREPARED SUBGRADE

8. BURIED SLAB

9. BASE COURSE, PER PAVEMENT

SECTIONS.

10. ASPHALT CONCRETE

PAVEMENT

11. TACK COAT SURFACES

12. 1" DEEP × 3/4" WIDE SAW CUT

GROOVE. FILL WITH CRAFCO

TYPE SEALANT

13. BACKER ROD

14. JOINT SEALANT, AS SPECIFIED

6 7 8 9

1. PROVIDE PIPE BEDDING MATERIAL

FOR A MINIMUM OF 8" AROUND

CLEANOUT WYE

2. PIPE BEDDING MATERIAL AS

SPECIFIED

3. FINISHED SURFACE/GRADE.

4. CAST IRON FRAME AND COVER

5. CONCRETE COLLAR

6. 45° BEND

7. PIPE DIAMETER AS

INDICATED.

2' SQ

T A

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B

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S U

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D

A T

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SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

U S

A

R M

Y

C

O R

P

F

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N G

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N E

W

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C I V

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A I L S

S H

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T

C-501

FOR CONSTRUCTION

E

N

E P

E R

U D

J

P

A L M

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J

C

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U M

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R

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F4

ASPHALT CONCRETE PAVEMENT

NONE

F1

CONCRETE PAVEMENT

NONE

D1

PAVEMENT CONNECTION

NONE

D4

CONCRETE TO ASPHALT TRANSITION

NONE

B1

ROOF DRAIN AND SUBDRAIN CLEANOUT

NONE