B08_-_Attachment2DrawingsandMaps.pdf

N

o. 3 rebar 2 foot O

.C w ith 2 inches of top soil

4 feet w ide typical

T-01 Revised 11/2001

UNDISTURBED

SOIL

6" MIN

COVER

SEE SECTION 02200

SUITABLE SOILS (NTS)

TRENCH DETAIL

TAPE

(VARIES)

FINAL

BACKFILL12"

MAX

TRACER

12"

MAX

12"

PIPE

DIA

INITIAL

BACKFILL

HAUNCHING

PIPE

PIPE

EMBEDMENT

ZONE

42 "

T-04 Revised 11/2001

2. CONCRETE SHALL PASS 2500 PSI CYLINDER TEST PRIOR TO

3. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL.

4. JOINTS AND FACE OF PIPE PLUGS SHALL BE KEPT CLEAR OF CONCRETE.

5. REQUIRED THRUST BLOCK SURFACE AREA SHALL BE MET BY CONSTRUCTING BLOCKS

WITH REQUIRED HEIGHT AND WIDTH WHILE MAINTAINING REQUIRED THICKNESS.

WATER LINE PRESSURE TEST.

1. ALL VALUES SHOWN ARE MINIMUM FOR A HYDROSTATIC PRESSURE OF 160 PSI

CROSS

(EACH)

17 x 17

12 x 12

6 X 6

28 x 28

22 x 22

SIZE OF THRUST FACE

41 x 41

36 x 36

33 x 33

46 x 46

AND 2500 PSI

NOTES:

16"

14"

12"

18"

49 x 49

43 x 43

39 x 39

55 x 55

6"

4"

2"

10"

8"

PIPE NOM. SIZE

20 x 20

14 x 14

33 x 33

26 x 26

TEE OF PLUG

7 x 7

BA

48 x 48

43 x 43

37 x 37

34 x 34

58 x 58

51 x 51

65 x 6555 x 55

39 x 39

49 x 49

43 x 43

47 x 47 25 x 25

27 x 27

30 x 30

34 x 34

22 x 22

17 x 17

24 x 24

19 x 19

E

BEND

31 x 31

23 x 23

18 x 18

12 x 12

6 x 6

33 x 33

26 x 26

20 x 20

14 x 14

39 x 39

31 x 31

24 x 24

16 x 16

C

(EACH)

PLUG. TEE

7 x 7

D

9 x 9

BEND

9 x 9

13 x 13

16 x 16

20 x 20

6 x 6

9 x 9

12 x 12

14 x 14

5 x 5

22-1/2

F

BEND

G

BEND

11-1/4

4 x 4

E, F & G

VERTICAL BENDS

SEE NOTE NO. 2

C

A

D

B

THRUST BLOCKS

T-10A Revised 11/2001

GROUND

EXISTING

L C

CUT (TYP)

PAVEMENT

6" MIN

TACK COAT

NEW ASPHALT PAVEMENT

VARIES

TRENCH

EXISTING PAVEMENT

PAVEMENT REMOVAL

4. SEE PLAN FOR LIMITS OF

BE REPLACED

3. IRREGULAR BREAKAGES SHALL

CLEAN, VERTICAL & STRAIGHT

2. PAVEMENT CUTS SHALL BE

PAVEMENT CUTTER

CUTTING WHEEL OR A PNEUMATIC

1. CUTS SHALL BE MADE WITH A

NOTES:

PAVEMENT CUT DETAIL

N.T.S.

EXISTING

BASE

COURSE

NEW

BASE

COURSE

COMPACTED

SUBGRADE

Refer to project drawings

NHause Highlight

DNWilson Sticky Note refer to sewer project drawings for reference

Revised 11/2001W-01A

TRAFFIC

18"

IRON LID, STAMPED "WATER"

OR APPROVED EQUAL, WITH CAST

"CRISTY" G5 TRAFFIC VALVE BOX

1.5" MIN. AC PAVEMENT

CLASS "A" CONCRETE COLLAR

6" THICK x 3' O.D. MIN.

VALVE BODY AND BOTTOM OF

STEM AND LEAVE 6" GAP BETWEEN

CENTER EXTENSION OVER VALVE

& ADAPTER OR APPROVED EQUAL.

"CRISTY" ADS PLASTIC EXTENSION

(S.E. 50 OR BETTER)

3" SAND OR SANDY MATERIAL

WIDTH = TRENCH WIDTH

3000 PSI CONCRETE OR

CONCRETE VALVE SUPPORT,

SAND BEDDING

BOX PER OWID STANDARD DETIAL

SINGLE WALL TYPE TO SUPPORT VALVE

INST. ABS CORRIGATED DRAIN LINE PIPE

2" SQUARE OPERATING NUT

EXTENSION STEM

1 1/4" STEEL

3"

TRAFFIC GATE VALVE DETAIL

NON-TRAFFIC

SEE

EXIST GROUND

CAST IRON LID

GATE VALVE AND BOX

NHause Highlight

NHause Highlight

Revised 11/2001W-02

VALVE BOX

GROUND ELEVATION

2''

PIPE

N.T.S.

FIRE HYDRANT DETAIL

FIRE HYDRANT

2'' MINIMUM

#4 REBAR

ANCHOR ROD

THRUST BLOCK

4 SQ. FT.

CONCRETE

BLOCK

DRAIN PIT 18 CUBIC

FT. MINIMUM VOLUME

FILLED w/GRAVEL

3' MIN. VARIABLE

#4 REBARTHRUST BLOCK

THRUST BLOCK

4 SQ. FT.

TEE

WATER MAIN

2' SQUARE x 4 '' THICK

REINFORCED CONCRETE

SLAB

PIPE

V A R

IE

S

GATE VALVE

NOTES:

1. DRAIN HOLE TO BE LEFT OPEN.

3. HYDRANT VALVE MUST CLOSED WITH PRESSURE NOT

AGAINST LINE PRESSURE.

2. THRUST BLOCK TO BE AGAINST UNDISTURBED EARTH.

4. VALVE MAY BE BOLTED TO MAIN LINE TEE.

2''x 16''x 8''

W-04-s4 Revised 11/2001

1/2'' PIPE BRACE

NESTED SHUT-OFF

BOX SECTION AND

1'' IPS PE

6'' GRAVEL

BASE

1/2'' PIPE BRACE

6''

6''

TO

12''

LOCKING

ANGLE

METER

TEST

1-1/2''

TYPICAL WATER SERVICELINE w/YARD HYDRANT DETAIL

TOP VIEW

DRAIN

VALVE/

V A R

IE

S

N.T.S.

ELEVATION VIEW

TOP

STOP

DOUBLE STRAP BRONZE

SERVICE SADDLE WITH

1'' TAP

BRICK OR

MASONRY

BLOCK

1'' CORP STOP MIN.

TIE BAR

1'' COMPRESSION x 1'' MIPT

FROST PROOF YARD HYDRANT

WITH PADLOCK RECESS

WOODFORD W-34

6 x 10 REINFORCING

SLEEVE WITH

CAULK

36'' x 36''

CONCRETE

PAD

WIRE MESH

5 CUBIC FEET

OF GRAVEL

1'' PE PIPE

1/4'' WEEP HOLE

w/MALE ADAPTER

1'' x 3/4'' BUSHING

1'' COMPRESSION x FIPT

12'' x 12''

CONCRETE

PAD

1'' PE

SERVICE

LINE

CURB STOP

4'' x 8'' x 16''

SOLID CONCRETE

BLOCK SET ON

UNDISTURBED

EARTH

STATIONARY

CURB BOX,

EXTENSION

TYPE__'__''

26'' MIN.

1'' x 1'' x 1'' BRASS TEE

ROD

DISTANCE VARIESDISTANCE VARIESDISTANCE VARIES

w/3/4'' NIPPLE

4''

(200 PSI)

1'' x 1''

COMPRESSION

COUPLING

RISER TYPE

COPPERSETTER

FORD 172 SERIES

OR EQUAL

FORD C86-44

HYDRANT TO BE ON DEAD END OF LINE, USE COMBINATION OF (A), (B) AND (C). USE 3/4'' PLUG

IN PLACE OF CONTINUATION OF SERVICELINE.

HYDRANT TO BE ON LINE TO BE EXTENDED AT A LATER DATE, SAME AS NOTE 1.

HYDRANT TO BE ON SERVICELINE TO HOUSE, USE COMBINATION OF (A), (B), (C) AND (D).

DEPTH OF YARD HYDRANT TO BE SPECIFIED BY PROJECT ENGINEER.

SECTION (A) ABOVE, USE OF 1'' x 1'' COMPRESSION COUPLING IS TO BE USED FOR SERVICELINE

SPLICING, IF REQUIRED, AND IS NOT TO BE USED AS A MATTER OF ROUTINE.

5)

4)

3)

2)

1)

NOTES:

(A) (B) (C) (D)

Yard Hydrant Not a Part of this Contract

NHause Highlight

Lincoln Boyhood National Memorial Legend

4-inch Water Main

6-inch Water Main

Service Line

200 ft

N

Lincoln Boyhood National Memorial Legend

4-inch Water Main

6-inch Water Main

Service Line

100 ft

N