HomeMy WebLinkAbout05040003.18�1
K
J
H
G
F
C
C
A
A
2
3
4
5
1 2 3 1 4 5 6
7
STANDARD HYDRANT SETTING:
INSTALL HYDRANT 3' FROM
RIGHT -OF -WAY LINE OR AS
APPROVED BY WATER COMPANY.
1' -6" MIN. TO
SET TOP FLUSH WITH 2' -0" MAX.
FINISHED GRADE TO
BE MARKED "WATER ". /
3 -PIECE ADJUSTABLE
VALVE BOX
SUPPORT VALVE BOX
WITH BRICK OR BLOCK
ON UNDISTURBED EARTH
VALVE FLANGED TO FITTINGS
GATE VALVE PER AWWA C500
TO OPEN COUNTER CLOCKWISE
7
s
12
NOT LESS THAN 0.6 x
LAYING LENGTH
// 4V
UNDISTURBED
EARTH
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 22 1/2'
AND 11 1/4' BENDS
PLAN
STRAP IRON AN-''---
2" WIDE x 1/2*
2,000 LB. MIN. CONCRETE
UNDISTURBED EARTH
5" DIA. WASHER, 1- THICK
3/4" x 18" ANCHOR BOLTS
(4 REQ'D)
DOWNWARD BEND
13
NOT LESS THAN 0.75 x
LAYING LENGTH
OWN
=0641 001
UNDISTURBED \ �\
EARTH
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 90'
AND 45' BENDS
PLAN
NOTE: ALL PRIVATE FIRE
HYDRANTS TO BE PAINTED RED.
BREAKAWAY HYDRANT
THREADS TO MATCH LOCAL
FIRE DEPARTMENT EQUIPMENT
PUMPER CONNECTION TO
FACE TOWARD PAVEMENT
FINISHED GRADE
6" NOMINAL BARREL MIN.
1 CU YD. LOOSE STONE OR GRAVEL
FOR DRAINAGE. (6" ABOVE PORTS)
DO NOT USE CRUSHED LIMESTONE.
CONCRETE THRUST BLOCK NOT TO
COVER JOINTS OR DRIP HOLE
REQUIRED ON 10" AND LARGER MAINS.
O�
o a
-
° a a o 0
iv
\_DI ANCHORING COUPLING NOTE:
PROVIDE FIRE HYDRANTS WITH TWO (2)
CONCRETE THRUST BLOCK 2 1/2-INCH AND ONE (1) 4 1/2-INCH DIAMETER
ON UNDISTURBED EARTH OUTLETS. ALL OUTLETS WILL HAVE NATIONAL
STANDARD THREADS.
HYDRANT DETAIL o4
NOT TO SCALE C7.2
8 9�
www.civil- designs.com
i
4" MIN.
2 3" MIN.
\ �1
2,000 LB. MIN.
CONCRETE \ a
12r O PIPE O.D.
MIN
UNDISTURBED
EARTH 6" MIN.
OUTSIDE FACE AREA NOT LESS
THAN VALUES GIVEN IN TABLE.
SECTION "C -C"
BLOCKING FOR PLUGS AND BENDS
PIPE
SIZE
OUTSIDE FACE AREA (SQ. FT.
PLUG
90' 1
45'
22 1/2'
11 1
20
16
25
14
7
4
16
12
16
9
5
3
12"
7
9
5
3
2
10"
4
7
4
1 2
1
8"
3
5
3
2
1
6"
2
3
2
1
1
4"
1 2
3
1 2
1
1
14
15
12" N
- - ° ��, —OUTSIDE FACE AREA NOT LESS THAN
° — VALUES GIVEN IN TABLE FOR 90'
/ \\ //\ \ \ UNDISTURBED EARTH
„C„ 2,000 LB. MIN. CONCRETE
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR TEES
PLAN AND WYES
2
21
4"
MIN.
1
U LLJ Q
�'
a
-
2,000 LB. MIN.
0
rn
O
Q uj
CONCRETE
W � 3;
a a
�\
ILL U
=
a
DATE: 3 118-17005
a
PROJECT NUMBER
CHKD. BY: ACH
\ // \ / / / /
SCALE: NTS
\\
DATE: 3/18/2005
C7m2
UNDISTURBED
EARTH
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR
PLUGS.
SECTION "D -D"
WATER MAIN - CONCRETE BLOCKING O1
NOT TO SCALE C .2
HEAVY DUTY LAMPHOLE
CASTING W/ SOLID LID,
NEENAH R -1974 OR EQUAL
CONCRETE COLLAR-
)
COMPACT IL
BAC FOLL \ \//
#$ COMPACTED STONE --\
3'- 0" MAX.
WYE 45' BEND
NOTE:
MAXIMUM CLEANOUT SPACING TO
BE NO MORE THAN 100 FEET.
CLEANOUT DETAIL o2
NOT TO SCALE C7.2
NOTE:
SUPPORT VALVE BOX
WITH BRICK OR BLOCK
ON UNDISTURBED EARTH
a
FINISH FLOOR
4' MIN.
SEE UTILITY
PLAN FOR
INVERTS
FLEXIBLE PIPE
SLEEVE
SET TOP FLUSH WITH
FINISHED GRADE. TO
BE MARKED "WATER"
3 -PIECE ADJUSTABLE
VALVE BOX & SLEEVE o
w
WATER MAIN
VALVE FLANGED TO FITTINGS �� \\L CONCRETE THRUST BLOCK
GATE VALVE PER AWWA C500 ON UNDISTURBED EARTH
TO OPEN COUNTER CLOCKWISE
GATE VALVE AND B_ OX o3
NOT TO SCALE C7.2
12
13
4
w
0-
N
Q
5
16
V
Civil Designs
2415 Directors Row Ste.E
Indianapolis, In 46241
317 - 244 -1968
FAX- 244 -1969
Z
0
W pC z
( IN FEET )
1 inch = ft.
(ASSUMED NORTH)
U LLJ Q
�'
REVISION RECORD
v 0
i—�z
0
rn
O
Q uj
uj
W � 3;
v
ILL U
=
0 N C. /y
�� P;�� \STFR�.•����
• No .�
: PE10300058
STATE OF
oX, ANP.G
, \���,,
',� 111 1 W %��,�
Rw,,c,, C. H J
DATE: 3 118-17005
DWN BY: - - -,JRD
PROJECT NUMBER
CHKD. BY: ACH
SCALE: NTS
CONSTRUCTION
DATE: 3/18/2005
V
Civil Designs
2415 Directors Row Ste.E
Indianapolis, In 46241
317 - 244 -1968
FAX- 244 -1969
Z
W pC z
Q
U LLJ Q
�'
W
v 0
i—�z
0
rn
Q uj
uj
W � 3;
v
ILL U
=
Vi
PROJECT NUMBER
05 -110
DESIGN PHASE
CONSTRUCTION
PLAN NUMBER
C7m2
SHEET OF