1596300dwg12of26_Civil-CU.pdf

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1305 EXECUTIVE BLVD.

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OVERALL UTILITY PLAN

SCALE: 1" = 100'

SCALE IN FEET

100' 200'

PLAN

NORTH

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NO WORK IN THIS

AREA

SEE SHEET CU101

NO WORK IN THIS

AREA

6TH AVENUE

C

S

T R

E E

T

5TH AVENUE

4TH AVENUE

1. SEE SHEET C-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.

2. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235 DESIGN

DOCUMENTS.

3. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.

4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING

CONNECTIONS WITH BUILDING CONTRACTOR AND THE INFORMATION

PROVIDED ON MECHANICAL AND ELECTRICAL DRAWINGS FOR EACH

FACILITY.

5. CONTRACTOR MUST CONTACT THE COR AND ALL ASSOCIATED UTILITY

COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES

PRIOR TO COMMENCEMENT OF WORK.

6. CONTRACTOR MUST PROVIDE A MINIMUM NOTICE OF 30 DAYS FOR ALL

REQUIRED UTILITY SHUTDOWNS FOR UTILITY CONNECTIONS WITH THE

COR.

7. CONNECTION TO EXISTING WATER, SEWER, AND STORM MAINS MUST BE

CONSTRUCTED IN ACCORDANCE WITH ALL REQUIREMENTS OF

ASSOCIATED UTILITY COMPANIES AND AGENCIES.

8. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING ALL

UTILITY CONNECTION FEES AND OBTAINING ALL PERMITS REQUIRED FOR

THE UTILITY CONSTRUCTION AND CONNECTIONS. THIS INCLUDES ALL

FEES ASSOCIATED WITH CONNECTION CHARGES AND METERS.

5. SEE DETAIL C3, SHEET CU501 FOR TYPICAL IMPERVIOUS PIPE TRENCH

SECTION. UTILITY TRENCHES THAT PENETRATE BENEATH THE BUILDING

MUST BE SEALED TO RESTRICT WATER INTRUSION. AN IMPERVIOUS CLAY

TRENCH PLUG MUST EXTEND A MINIMUM 5 FEET BEYOND THE BUILDING

FOOTPRINT.

6. THE MINIMUM DEPTH OF COVER FOR UTILITIES MUST BE AS FOLLOWS

UNLESS INDICATED OTHERWISE:

a. WATER: 36 INCHES

b. FIRE PROTECTION: 42 INCHES

c. ELECTRICAL AND COMMUNICATION: 24 INCHES

d. ALL OTHER UTILITIES: 36 INCHES

10. ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE TESTING

AND INSPECTION METHODS DETAILED IN THE SPECIFICATIONS, WHICH MAY

INCLUDE VIDEO CAMERA INSPECTION.

11. ANY CHANGES TO PROPOSED UTILITY DESIGN MUST BE APPROVED BY THE

COR IN WRITING.

GENERAL NOTES

KEY PLAN

WATER UTILITY NOTES

1. RESTRAINED JOINTS ARE REQUIRED AT ALL TEES, BENDS, OR ELBOWS OF

PRESSURIZED PIPING IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS,

AND MANUFACTURER'S RECOMMENDATIONS. SEE SHEET CU502 FOR TYPICAL

MECHANICAL RESTRAINT DETAIL.

2. WATER LINES MUST BE INSTALLED A MINIMUM OF 3.00 FEET BEHIND THE EDGE

OF PAVEMENT OR FACE OF CURB UNLESS INDICATED OTHERWISE. SEE

SPECIFICATIONS FOR ADDITIONAL CLEARANCE REQUIREMENTS FOR WATER

PIPING.

3. FIRE HYDRANTS MUST BE INSTALLED A MINIMUM OF 3.00 FEET AND A MAXIMUM

OF 6.00 FEET FROM EDGE OF PAVEMENT OR FACE OF CURB AND A MINIMUM OF

1.00 FEET FROM EDGE OF SIDEWALK UNLESS INDICATED OTHERWISE. A

RADIUS OF 3.00 FEET AROUND HYDRANT MUST BE KEPT CLEAR FOR FIRE

DEPARTMENT ACCESS. AREA BETWEEN CURB AND HYDRANTS MUST BE KEPT

CLEAR OF OBSTRUCTIONS.

5. ISOLATION VALVES MUST BE PROVIDED ON ALL INSTALLED OR RELOCATED

HYDRANTS.

6. CONTRACTOR MUST COORDINATE THE INSTALLATION, TESTING, AND

INSPECTION OF ALL DOMESTIC WATER AND FIRE WATER SYSTEMS WITH THE

ASSOCIATED UTILITY COMPANIES AND AGENCIES. SEE SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS ON WATER UTILITY TESTING AND INSPECTION.

SANITARY SEWER UTILITY NOTES

1. ALL SANITARY SEWER BUILDING CONNECTIONS ARE USING 6.00 INCH LINES

UNLESS INDICATED OTHERWISE.

2. ALL SANITARY LINES MUST BE LAID AT A UNIFORM SLOPE FROM THE BUILDING

CONNECTIONS TO THE CONNECTING SEWER AND BETWEEN UTILITY

STRUCTURES.

PLAN

NORTH

CU101

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CU201

C1

XX

X X

X X

XX

X X

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XX

XX

X X

F-35 TRAINING AND SIMULATOR FACILITY

SS-1

SS-2 SS-3

SEE GEN. NOTE 3

SS-4

COMM COMM COMM COMM MH

MH

MH

C O M M

HH

COMM

MH

COMM COMM COMM COMM COMM COMM COMM COMM COMM

C O M M

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T B

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WL - 1.5

WL - 1.1

WL - 1.2

WL - 1.3

WL - 1.4

WL - 1.6.4

WL - 1.6.5

WL - 1.0

CU202

A1

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C1

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COMM COMM COMM

STA: 14+16

WL - 1.6

WL - 1.6.8

WL - 1.7

WL - 1.6.1

WL - 1.6.2

WL - 1.6.3

WL - 1.9

WL - 2.10

WL - 1.8

SEE GEN. NOTE 6

BID OPTION

TROOP WALK

PARKING

U T

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SCALE: 1" = 30'

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SUITE 160

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UTILITY PLAN - AREA 1

SCALE IN FEET

30' 60'

1. SEE SHEET C-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.

2. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235 DESIGN

DOCUMENTS.

3. NATURAL GAS WILL BE INSTALLED BY PIEDMONT AND NATURAL GAS (PNG)

FROM THE MAIN LINE TO THE BUILDING METER. CONTRACTOR MUST

COORDINATE CONSTRUCTION ACTIVITIES AND SCHEDULE WITH PNG.

4. SEE SHEET CU201 FOR SANITARY SEWER STRUCTURE TABLE.

5. SEE SHEET CU202 FOR WATER FITTING AND APPURTENANCE TABLES.

6. SEE SHEET ES101 FOR ELECTRICAL SITE PLAN.

1. POST INDICATOR VALVE

2. FIRE HYDRANT ASSEMBLY

3. FDC / BFP HEATED ENCLOSURE

4. CONNECT TO EXISTING SANITARY SEWER MANHOLE

5. CONNECT TO EXISTING 12" DOMESTIC WATER STUB OUT

6. CONNECT TO EXISTING WATER LINE

7. SANITARY SEWER MANHOLE

8. CLEANOUT

9. SEWER ENCASEMENT

GENERAL NOTES

WORK NOTES

KEY PLAN

PLAN

NORTH

A1

PLAN

NORTH

I S

S U

N

S T

R U

C T

I O

N

C1

CU502

C3

CU502

A1

CU503

CU101

A1

CG503

C1

CU503

C4

CU501

A3

CU503

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M

H

S T

A

I N

V

S

S

N

W

R

EXISTING GRADE

PROPOSED GRADE

8" P

VC @

.7

0%

8" P

VC @

.7

0%

6" PVC @ 0.65%

6" PVC @ 0.70%

COMM DB

ELEC CONDUIT

1" NG

ELEC CONDUIT

8" P

VC @

.6

9%

15" SD

15" SD

8" W

STA: 14+16.20

SEWER ENCASEMENT

SEE DETAIL C4, CU501

BUILDING CONNECTION,

SEE PLUMBING DRAWINGS

STRUCTURE TABLE

STRUCTURE NAME

EXIST MH

SS-1

SS-2

SS-3

SS-4

STRUCTURE TYPE

EXIST MH

MH

MH

MH

CLEAN OUT

NORTHING

426808.10

426944.57

426759.47

426647.21

426647.78

EASTING

2631614.62

2631474.67

2631294.17

2631409.29

2631455.85

RIM ELEV.

25.00

23.24

25.21

26.97

26.57

U T

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I T

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P

R O

F I L

S

CU201

P -2

F

-3

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A

IN

IN

G A

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HORIZ. SCALE: 1" = 30'

VERT. SCALE: 1" = 5'

P -2

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SANITARY SEWER PROFILE - NETWORK 1

SCALE IN FEET

30' 60'

C1

I S

S U

N

S T

R U

C T

I O

N

0 5'

SCALE IN FEET

10'

HORIZ. SCALE:

VERT. SCALE:

12804015

N40085-20-R-0015 rosie.shanks Typewritten Text

MCAS CP

Profile View of WL - 1

19+75 20+00

21+00

22+00

23+00

24+00 24+25

WL - 1.1

45° VERT. BEND

STA. = 20+16.34

C/L EL. = 21.24

WL - 1.2

45° VERT. BEND

STA. = 20+18.96

C/L EL. = 18.99

WL - 1.3

45° HORIZ. BEND

STA. = 21+06.75

C/L EL. = 18.79

WL - 1.4

45° HORIZ. BEND

STA. = 21+20.60

C/L EL. = 18.79

WL - 1.5

90° HORIZ. BEND

STA. = 22+03.52

C/L EL. = 18.19

WL - 1.6

8" X 8" CROSS

STA. = 22+59.20

C/L EL. = 18.10

EXISTING GRADE

PROPOSED GRADE

WL - 1.0

12" x 8" REDUCER

STA. = 20+07.47

C/L EL. = 21.22

ELEC CONDUIT

8" SS

ELEC CONDUIT

ELEC CONDUIT

ELEC CONDUIT

8" PVC

8" PVC

15" SD

15" SD

BUILDING CONNECTION

SEE PLUMBING DRAWINGS

WL - 1.7

8" x 3" REDUCER

STA. = 22+60.88

C/L EL. = 18.05

WL - 1.8

90° HORIZ. BEND

STA. = 22+62.18

C/L EL. = 18.05

WL - 1.9

45° HORIZ. BEND

STA. = 23+16.65

C/L EL. = 20.45

WL - 2.10

45° HORIZ. BEND

STA. = 23+41.68

C/L EL. = 21.56

C

Profile View of WL - 2

29+50 30+00

31+00 31+50

WL - 1.6

8" X 8" CROSS

STA. = 30+00.00

C/L EL. = 18.10

WL - 1.6.4

45° HORIZ. BEND

STA. = 30+55.52

C/L EL. = 20.58

EXISTING GRADE

PROPOSED GRADE

ELEC CONDUIT

WL - 1.6.2

90° VERT. BEND

STA. = 30+05.42

C/L EL. = 18.33

WL - 1.6.3

90° VERT. BEND

STA. = 30+12.02

C/L EL. = 21.06

WL - 1.6.1

8" PIV

STA. = 30+03.20

C/L EL. = 18.18

SEE FIRE PROTECTION

SHEETS FOR BACKFLOW

PREVENTER

BUILDING CONNECTION

SEE FIRE PROTECTION

DRAWINGS

WL - 1.6.5

45° HORIZ. BEND

STA. = 30+76.96

C/L EL. = 20.67

8" PVC

FITTING TABLE

FITTING NAME

WL - 1.1

WL - 1.2

WL - 1.3

WL - 1.4

WL - 1.5

WL - 1.6

WL - 1.6.2

WL - 1.6.3

WL - 1.6.4

WL - 1.6.5

WL - 1.8

WL - 1.9

WL - 2.10

NORTHING

426939.67

426937.81

426874.97

426874.80

426815.43

426776.54

426773.30

426768.75

426738.55

426738.93

426774.41

426736.38

426736.71

EASTING

2631436.96

2631435.12

2631373.81

2631359.88

2631302.00

2631341.85

2631345.00

2631349.79

2631381.12

2631402.57

2631339.78

2631378.77

2631403.80

STATION

20+16.34

20+18.96

21+06.75

21+20.60

22+03.52

22+59.20

30+05.42

30+12.02

30+55.52

30+76.96

22+62.18

23+16.65

23+41.68

C/L ELEV.

21.24

18.99

18.79

18.79

18.19

18.10

18.33

21.06

20.58

20.67

18.05

20.45

21.56

TYPE

45° VERT. BEND

45° VERT. BEND

45° HORIZ. BEND

45° HORIZ. BEND

90° HORIZ. BEND

8" X 8" CROSS

90° VERT. BEND

90° VERT. BEND

45° HORIZ. BEND

45° HORIZ. BEND

90° HORIZ. BEND

45° HORIZ. BEND

45° HORIZ. BEND

APPURTENANCE TABLE

NAME

WL - 1.0

WL - 1.6.1

WL - 1.6.8

WL - 1.6.9

WL - 1.7

NORTHING

426946.02

426774.94

426777.27

426779.36

426775.33

EASTING

2631443.16

2631343.49

2631342.57

2631344.59

2631340.69

STATION

20+07.47

30+03.20

22+59.20

22+59.19

22+60.88

C/L ELEV.

21.22

18.18

22.89

22.77

18.05

TYPE

12" X 8" REDUCER

8" PIV

8" GATE VALVE

FIRE HYDRANT

8" X 3" REDUCER

U T

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VERT. SCALE: 1" = 5'

P -2

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DOMESTIC / FIRE PROTECTION PROFILE - NETWORK 1

SCALE IN FEET

30' 60'

C1

I S

S U

N

S T

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C T

I O

N

0 5'

SCALE IN FEET

10'

HORIZ. SCALE:

VERT. SCALE:

HORIZ. SCALE: 1" = 30'

VERT. SCALE: 1" = 5'

DOMESTIC / FIRE PROTECTION PROFILE - NETWORK 1.6

A1

SCALE IN FEET

30' 60'

0 5'

SCALE IN FEET

10'

HORIZ. SCALE:

VERT. SCALE:

12804016

N40085-20-R-0015 rosie.shanks Typewritten Text

MCAS CP

NO SCALE

(MIN.)

B

(MIN.)

(MIN.)

B

(MIN.)

C

B /6

B /6

B /3

B /6 B /6

B /3

1. MINIMUM BEDDING THICKNESS MUST BE 3 INCHES. MINIMUM BEDDING THICKNESS MUST BE

INCREASED TO 6 INCHES IN ROCK CUTS.

GENERAL NOTES:

1. EXCAVATION AND TRENCHING MUST BE IN ACCORDANCE WITH THE SPECIFICATIONS.

2. CONCRETE PIPES MUST BE PROTECTED BY A MINIMUM OF 3 FEET OF COVER PRIOR TO

PERMITTING HEAVY CONSTRUCTION EQUIPMENT TO PASS OVER THEM DURING

CONSTRUCTION.

3. MINIMUM COVER FOR CONSTRUCTION LOADS OVER PLASTIC PIPES MUST BE AS SPECIFIED

IN ASTM D 2321.

P I P

E

E

M B

E D

M E

N T

SIDE

B

TRENCH WIDTH

SIDE

M

I N

P I P

E

E

M B

E D

M E

N T

EMBEDMENT WIDTH

M

I N

P I P

E

Z

O N

E

PLASTIC PIPE BEDDING NOTES:

I N

I T

I A

L

B A

C K

F I L

L

CLEAR-

CLEAR-

I N

I T

I A

L

B A

C K

F I L

L

Z O

N E

H A

U N

C H

NO SCALE

1. EMBEDMENT SIDE CLEARANCE MUST BE 12 INCHES FOR PIPES 12 TO 18

INCHES IN DIAMETER AND 18 INCHES FOR PIPE GREATER THAN 18 INCHES IN

DIAMETER.

2. BEDDING DEPTH MUST BE INCREASED TO 6" IN ROCK CUTS.

SPRINGLINE

SPRINGLINE

4" MIN. BEDDING

HAUNCHING

4" MIN. BEDDING

HAUNCHING

P I P

E

Z

O N

E

Z O

N E

H A

U N

C H

EMBANKMENT INSTALLATIONS

TRENCH INSTALLATIONS

FLEXIBLE PIPE BEDDING DETAILS

EMBANKMENT INSTALLATIONS

TRENCH INSTALLATIONS

RIGID PIPE BEDDING DETAILS

BEDDING

BEDDING

EXCAVATION LINE

AS REQUIRED

HAUNCH

OUTER BEDDING

MIDDLE BEDDING

OUTER BEDDING

HAUNCH

HAUNCH

HAUNCH

OUTER BEDDING

MIDDLE BEDDINGOUTER BEDDING

VERTICAL

TRENCH

WALL

SLOPING

TRENCH WALL

FINAL BACKFILL

FINAL BACKFILL

FINAL BACKFILL

FINAL BACKFILL

C

C

C

C

C

CC

C

ANCE

ANCE

SIDE

B

SIDE

CLEAR-

CLEAR-

C

ANCE

ANCE

TRACE WIRE

TRACE WIRE

CONCRETE PIPE BEDDING NOTES:

M

I N

M

A X

V A

R I E

S

2" SQUARE OPERATING NUT

6" DIA BOX SHAFT

1/4" STEEL GRAVEL SHIELD DIA

SHALL BE 1/2" LESS THAN BOX SHAFT I.D.

BASE MUST FULLY HOUSE OPERATING

NUT AND EXTEND 2" MINIMUM BELOW

BASE OF OPERATING NUT

PIPE

EMBEDMENT

MATERIAL

1" DIA COLD ROLLED STEEL OR 1 1/2"

DIA HEAVY STEEL PIPE SHAFT

EXTENSION STEM

OPERATOR EXTENSION

1. VALVE BOX MUST NOT REST ON OPERATING ASSEMBLY.

2. VALVE BOXES LOCATED IN VEHICULAR AREAS MUST BE TRAFFIC RATED.

3. VALVE BOXES LOCATED IN PAVED AREAS MUST BE INSTALLED FLUSH WITH FINAL

GRADING.

4. CONCRETE COLLAR MAY BE LOWERED ON RISER ASSEMBLY TO ACCOMMODATE

SPECIAL FINISH GRADING.

5. VALVE BOX MUST BE PAINTED WITH HEAVY COAT OF BITUMINOUS PAINT.

6. A CORROSIVE RESISTANT DEBRIS CAP MUST BE INSTALLED TO PREVENT DEBRIS FROM

PASSING AROUND THE CAP AND DOWN INTO THE VALVE HOUSING. THE CAP MUST BE

HELD IN PLACE BY A MECHANISM WHICH WILL NOT DAMAGE THE VALVE HOUSING. CAP

MUST BE CONSTRUCTED TO ALLOW THE DEVICE TO BE SECURED BY A LOCK. HANDLE

AND BODY OF THE CAP MUST BE INTEGRALLY COLORED AS REQUIRED BY LOCAL

STANDARDS.

COVER MUST BE STAMPED "WATER" OR PER LOCAL

STANDARD

WITHIN AIRFIELD APRON PAVEMENT UTILIZE

CONTROL BOX FRAME AND LID,

NEENAH R-3488 OR APPROVED EQUAL

FINISH GRADE

6"

#10 BAR ALL AROUND (6" LAP)

WATERLINE

VALVE BOX

MECHANICAL JOINT

TAPPING VALVE

MECHANICAL JOINT SLEEVE FOR TAPPING INTO

EXISTING WATER MAIN

WATER LINE

WATER LINE

SEWER LINE

20'

20'

M

I N

NOTES:

PROPOSED OR

EXISTING GRADE

1. ALL SANITARY SEWER LINES THAT CROSS LESS THAN 24 INCHES ABOVE OR BELOW

WATER MAINS OR SERVICE LINES MUST BE SEAMLESS HDPE PIPE FOR 20 FEET EACH

SIDE OF THE CENTERLINE OF THE CROSSING. IF THERE ARE NO JOINTS IN THE SEWER

PIPE WITHIN THE 20 FEET OF THE WATER PIPE CROSSING THEN THE SEWER LINE MUST

BE TESTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR GRAVITY SEWER PIPE. IF

THE SEWER PIPE HAS JOINTS WITHIN 20 FEET OF THE CROSSING THAN THAT SEGMENT

OF SEWER PIPE MUST BE TESTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR

PRESSURE PIPE. CONTRACTOR MAY LOWER WATER LINES TO CLEAR MORE THAN 24

INCHES BELOW THE SEWER LINE OR RAISE THEM TO CLEAR MORE THAN 24 INCHES

ABOVE THE SEWER LINE BUT MUST MAINTAIN THE MINIMUM BURY DEPTH/COVER OF 36

INCHES ON ALL WATER MAINS AND SERVICE LINES.

2. SEE DETAIL A1, SHEET CU502 FOR LENGTH OF EXTENSION OF PIPE AND RESTRAINED

JOINTS

SEE NOTE 1 FOR WATER LINES ABOVE

OR BELOW SEWER LINES.

45° ELBOW

(TYP)

M

I N

M

I N

M

I N

SEWER LINE

CONCRETE ENCASEMENT

WATER LINE

6" (TYP)

SEWER LINE

PLAN

WATER LINE

SECTION

CONCRETE

ENCASEMENT

BEGIN AND END ENCASEMENT

COINCIDENT WITH PIPE JOINTS

NOTES:

1. PORTION OF PIPING BEING ENCASED MUST BE CONTINUOUS

24" MIN

V A

R I E

S

5' (TYP)

COMPACTED

IMPERVIOUS

MATERIAL

NOTES:

SEE NOTE 1 FOR WATER LINES ABOVE

OR BELOW SEWER LINES.

5' MAX

BUILDING

FOUNDATIONS

BUILDING WALL

B1 TYPICAL PIPE TRENCH

NTS

C3 IMPERVIOUS TRENCH SECTION

NTS

B3 TAPPING SLEEVE AND VALVE

NTS

C4 SEWER ENCASEMENT

NTS

A4 GATE VALVE

NTS

A1 WATER/SEWER LINE CROSSING

NTS

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B

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P

T H

M

A X

A I R

S I D

E

M I N

18" MIN

BACKFILL AS SPECIFIED

2" MIN, 4" MAX

1 C.Y. (MIN) PIPE BEDDING MATERIAL

AROUND HYDRANT

MECHANICAL

RESTRAINT FITTINGS

CRUSHED ROCK DRAIN BED

MJ SHOE ON HYDRANT

GATE VALVE

MECHANICAL RESTRAINT

FITTINGS

ROTATE AS INDICATED ON PLAN

FINISH GRADE

VALVE BOX

6" SERVICE LINE

CENTER

LINE MAIN

BREAKAWAY FLANGE

HYDRANT HOLES MUST NOT

BE COVERED WITH CONCRETE

M

I N

16" X 16" MIN

CONCRETE PAD

#10 BAR ALL

AROUND (6" LAP)

LARGE

END

(IN.)

3 4 6 10 12

SMALL END (IN.)

79 58

P.V.C. PIPE REDUCERS - L (FT.)

NOMINAL

PIPE

SIZE (IN.)

90°

BENDS

L (FT.)

45°

BENDS

L (FT.)

L (FT.)

VALVES

OR DEAD

ENDS

P.V.C. PIPE FITTING, PLUGS & VALVES - L (FT.)

PVC PIPE RESTRAINT NOTES:

1. ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE=150PSI, SOIL = SM, TRENCH

TYPE 3, DEPTH OF COVER=36 INCHES.

2. BENDS AND VALVES: MUST BE RESTRAINED ON EACH SIDE OF FITTING.

3. VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEET COVER ON

BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE UPPER (TOP) LEVEL. Li IS

THE RESTRAINED LENGTH FOR THE LOWER (DEEPER) LEVEL. ASSUME 45 DEGREE BENDS.

4. TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE

(RUN) MUST BE A TOTAL DISTANCE OF 3 FEET (MIN). SEE SCHEDULE ABOVE FOR RESTRAINT

LENGTH ON TEE "BRANCH" LINE. THE PROJECT ENGINEER CAN INCREASE THIS DISTANCE TO

REDUCE THE RESTRAINS REQUIRED ON THE BRANCH SIDE. ANY CHANGES MUST BE APPROVED

BY ENGINEER.

5. HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE MUST BE RESTRAINED 35 FT (MIN).

6. THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS (DR-18 & 25 PIPE) MUST BE

COMPLETED PER THE MANUFACTURERS RECOMMENDATION, WHICH INCLUDES NOT OVER

TIGHTENING THE PARALLEL RODS/NUTS. THESE NUTS SHOULD ONLY BE SNUG TIGHT. THE HOME

MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE AFTER THE RESTRAINT IS INSTALLED.

OVERHOMING THE JOINT MAY CAUSE A FAILURE AT THE BELL RESULTING IN A SERVICE OUTAGE.

4 6 8 10 12

BRANCH SIZE (IN.)

36 55

P.V.C. PIPE TEE - L (FT.)

RUN

SIZE

(IN.)

TIE RODS

RESTRAINED BELL JOINT

BELL JOINT TO PLAIN END

W/MECHANICAL RESTRAINERS

TEE BOLT

RESTRAINED MECHANICAL JOINT

W/MECHANICAL RESTRAINERS

MECHANICAL JOINT TO PLAIN END

TEE BOLT

INDICATES DIRECTION OF THRUST FORCE.

L

BELL Jt. P.V.C.

M.J. D.I. FITTINGS

PLAIN END P.V.C.

PLAIN END P.V.C.

NO. OF TIE RODS REQUIRED

3" - 8" DIAMETER MAIN - 2 TIE RODS REQUIRED PER JOINT (3/4" ROD)

10" - 12" DIAMETER MAIN - 4 TIE RODS REQUIRED PER JOINT (3/4" ROD)

14" - 16" DIAMETER MAIN - 6 TIE RODS REQUIRED PER JOINT (3/4" ROD)

18" - 20" DIAMETER MAIN - 8 TIE RODS REQUIRED PER JOINT (3/4" ROD)

24" DIAMETER MAIN - 12 TIE RODS REQUIRED PER JOINT (3/4" ROD)

30" - 36" DIAMETER MAIN - 14 TIE RODS REQUIRED PER JOINT (1" ROD)

42" - 48" DIAMETER MAIN - 16 TIE RODS REQUIRED PER JOINT (1 1/4" ROD)

54" DIAMETER MAIN - 18 TIE RODS REQUIRED PER JOINT (1 1/4" ROD)

PLUG

BELL

RING

CLAMPING

RING

RUN

RUN

BRANCH

L L

Li

L

L

R

E

S

T

R

A

T

A

L

L

E

N

G

T

H

TEE

Lu

ANGLE OF 45°

DIRECTION

CHANGE

A S

S U

M E

D

A

P P

R O

X

E

T

ANGLE OF 45°

DIRECTION

CHANGE

ANGLE OF DIRECTION CHANGE

A S

S U

M E

D

A

P P

R O

X

E

T

E

T

M

I N

R

E S

T R

A I N

L

N

G T

H

S E

E

N

O T

E

VALVE

HORIZONTAL BEND

DEAD END

LOWER

BEND

UPPER BEND

VERTICAL OFFSET PROFILE

REDUCER

TYPICAL PROFILE

TYPICAL PROFILE

MECHANICAL JOINT SLEEVES

DEAD - END THRUST COLLAR ANCHOR

FIRE HYDRANT LATERAL

SECTION

A1

WATERLINE MECHANICAL RESTRAINT

FITTINGS

NTS

C1 FIRE HYDRANT ASSEMBLY

NTS

M

I N

FINISH GRADE

UPPER

BARREL

OPEN

T

R E

N C

H

D

E P

T H

P

E

O

D

WINDOW

CENTERLINE

POST HEAD

LOWER BARREL

BELL

C3 POST INDICATOR VALVE

NTS

90°

BENDS

L (FT.)

45°

BENDS

L (FT.)

HORIZONTAL

BENDS

VERTICAL

BENDS

U T

I L

I T

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D

E T

A I L

S

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12804018 rosie.shanks Typewritten Text

MCAS CP

6" PIPE RISER

HEAVY DUTY CLEAN-OUT COVER NEENAH R-1973

OR APPROVED EQUAL. COVER MUST BE

STAMPED "SEWER" or "STORM" OR

"UNDERDRAIN" PER LOCAL STANDARD

8" THICK x 24" SQUARE CONCRETE

COLLAR SLOPED TO DRAIN FOR UNPAVED

AREAS

F

L

O

W

FLOW

CLEAN-OUT

CONCRETE COLLAR (AS

REQUIRED)

PLAN

PROVIDE WYE BRANCH (6" X 8" OR 6" X 12")

FOR TYPICAL IN-LINE CLEANOUTS AND 45

DEGREE BEND AT END OF LINE

PIPE

NOTES:

1. CLEANOUTS LOCATED IN VEHICULAR AREAS MUST BE TRAFFIC RATED.

2. CLEANOUTS LOCATED IN PAVED AREAS MUST BE INSTALLED FLUSH

WITH FINAL GRADING.

3. CONCRETE COLLAR MAY BE LOWERED ON RISER ASSEMBLY TO

ACCOMMODATE SPECIAL FINISH GRADE.

ELEVATION

FINISHED GRADE

FLOW

FLOWFLOW

4"

#10 BAR ALL AROUND (6" LAP)

45 DEGREE BEND

CONCRETE CRADLE

A1 CLEAN OUT

NTS

CAST HOLE

STRUCTURE

MANHOLE

NON-SHRINK

GROUT

ROW LOCK BRICK INVERT

PIPE

RUBBER BOOT

STAINLESS STEEL PIPE

CLAMP

C1 CONNECT TO EXISTING MANHOLE

NTS

A3 BACKFLOW PREVENTER ENCLOSURE

NTS

NOTES:

1. PROVIDE HEATED ENCLOSURE IN ACCORDANCE WITH SPECIFICATION 33 11 00.

2. SEE SHEET S-502 FOR EQUIPMENT PAD DETAILS.

3. SEE SHEET FX601 FOR BACKFLOW PREVENTER AND FIRE DEPARTMENT CONNECTION DETAILS.

4. INSTALL ENCLOSURE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

5. CONTRACTOR MUST BACKFILL AND COMPACT SUBGRADE IN ACCORDANCE WITH 31 23 00.00 20.

6. SEE SHEET ES401 FOR ELECTRICAL DETAILS.

HEATER IN ACCORDANCE WITH 33 11 00

18" X 18" FLOOR SUMP

COORDINATE LOCATION

WITH PIPE SUPPORTS

FIRE DEPARTMENT CONNECTION

(FACING STREET)

10'-1"

EQUIPMENT PAD

PROPOSED GRADE,

SEE PLANS

EQUIPMENT PAD

FLOOR SUMP

FIRE DEPARTMENT CONNECTION

(FACING STREET)

6"

TYP

ANCHOR FDC TO ADJACENT

VALVE OR ELBOW TO PREVENT

HORIZONTAL MOVEMENT

ENSURE FDC IS NOT INSTALLED

ABOVE THE BY-PASS AND

METER ASSEMBLY

8'- 1 1/2"

FILTER FABRIC

#57 STONE

PIPE PENETRATION, TYP

30"

PIPE RESTRAINTS , TYP

IN ACCORDANCE WITH A1, CU502

COMPACTED BASE COURSE

COMPACTED SUBGRADE

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12804019 rosie.shanks Typewritten Text

MCAS CP

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