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2" CRISPIN AC20/M5
AIR VACUUM VALVE
GROUND ELEV.
PLAN VIEW
N.T S.
iCAST IRON RIM UO
WORD "WATER" CAST INTO LID
USE APPROVED
CIRCULAR
PREFABRICATED
CONCRETE VAULT
WITH LOCKING
COVER. VALVE BOX
ASSEMBLY AND
COVER SHOULD BE
APPROPRIATE FOR
LOADING CONDITIONS
ANTICIPATED.
PROVIDE FOR
ENTRANCE AND
EXIT OF WATER
UNES THROUGH
WALLS OF VALVE
VAULT AT ANGLES
REQUIRED BY
CHANGE IN DIREC-
TION, IF ANY
8" D.I.P.
CLASS 52
1/2" GIP GOOSE NECK
TURNED DOWN W/S.S.
SCREEN COVERING
OPENING
CRISPIN
AIR/VACUUM
2" BALL VALVE
2" TAPPING SLEEVE
12" DEEP OF 1" MINUS
WASHED ROCK
(1/3 YD.MIN.)
48' MN
8" D.I.P.
CLASS 52
COVER SAME AS MAIN
NOTE:
2" MINUS SCREENED SELECT MATERIAL
WILL BE ALLOWED FOR BEDDING IF
CLASS 52 D.I.P. WATER LINE 15 USED.
8" MAIN IN VAULT WITH AIR/VAC
SECTION VIEW
PROVIDE
BOND
BREAKER AT
ALL FITTINGS
tee
ALL
BENDS TO
BE
MEGALUG
1
BENDS & ELBOWS
A \X X. A. X A.%X
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k•
YVS` N•v S,
PLUG &
MEGALUG
DEAD END LINE
0
I
N.T.S.
�IDF
FOR FUTURE CONNECTION
INSTALL MJ PLUG TO FITTING
THEN THRUST BLOCK
D
(TYP) TY )
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V- V'cNVn" %'V' V
AREA -I
PLUGGED TEE FOR
FUTURE CONNECTION
I-�- AREA -el
IEE
ALL
FITTINGS
TO BE
MEGALUG
(TYP)
ALL THRUST BLOCKS SHALL
BE POURED AGAINST UNDISTURBED
SOIL (TYP)
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Aak
v'q.v
J�v
TYPICAL SECTION THRU
THRUST BLOCK,
MINIMUM THRUST BLOCK BEARING AREAS IN SQUARE FEET
PIPE
SIZE
90'
BEND
45'
BEND
22 1/2'
BEND
TEE
PLUG
GATE
VALVES
NOTES
12"
16.0
8.7
4.4
11.3
7.3
SOIL BEARING PRESSURE 15 ASSUMED TO BE 3000
P.S.F. WHERE SOIL BEARING VARIES FROM ABOVE,
REQUIRED BLOCK AREA MAY BE MODIFIED
ACCORDINGLY, IN NO CASE SHALL BEARINGS AREA
10"
11.1
6.0
3.1
7.8
45
8"
7.1
3.9
2.0
6.0
2 4
6"
4.0
2.2
2.0
2.8
0.7
BE LESS THAN 2.0 FT. SQ. STANDARD TEST
PRESSURE IS CONSIDERED AT 200 P.S.I.
CONCRETE STRENGTH TO BE 3000 P.S.I., 28 DAY
TEXT. MINIMUM WEIGHT OF THRUST BLOCKS SHALL
4"
2.0
2.0
2.0
2.0
0.5
3"
2.0
2.0
2.0
2.0
0.5
45'1
3/4"
22'
22+2'
3/4"
BE 1000 LBS.
MEGALUG THRUST RESTRAINTS FOR WATER MAIN
N.T.S.
SEE MANUFACTURERS
RECOMMENDATIONS FOR
RESTRAINED LENGTH FROM
FITTINGS.
MEGALUG
(TYP)
FITTING
ORIENT PUMPER
CONNECTION TOWARDS
STREET UNLESS
OTHERWSE SPECIFIED.
TRAFFIC FLANGE
THRUST BLOCK
z
2
M
NOTES:
1. ALL JOINTS FROM MAIN TO HYDRANT SHALL BE
HARNESSED MECHANICAL JOINTS OR FLANGED
JOINTS.
2. HYDRANT, VALVE & FITTINGS TO BE 250 PSI RATED.
3. POLYTHYENE WRAP (W-IEN REQUIRED) SHALL COVER
ASSEMBLY FROM HYDRANT BASE TO WATER MAIN.
4. ALL HYDRANT LEAD PIPING TO BE D.I.P.
RECESS TOP OF
VALVE BOX 1/8" TO 1/4"
BELOW FINISH GRADE
ADJUSTABLE VALVE BOX
AUXIUARY GATE VALVE
(NORMALLY OPEN)
6" FL x MJ GATE VALVE
1/2 CY OF 3/4"
GRAVEL DRAIN MATERIAL
SET HYDRANT ON 8"x 18"x 24"
CONCRETE OR STONE SLAB
MEGA -LUG RESTRAINTS
MJ X MJ X FLANGED TEE
SET VALVE ON 8"x 8"x 16"
CONCRETE OR STONE SLAB
FIRE HYDRANT ASSEMBLY
INSTALLATION DETAIL
N.T.S.
TIE DOWN RODS
MIN. 2-#6 REBARS
ASPHALT COATED
CLEARANCE
AT HUB
TIE DOWN RODS
MIN. 2-#6 REBAR
ASPHALT COATED
THRUST BLOCK (SEE
CHART FOR BEARING
AREAS)
FITTING
NOTES:
1.) USE MEGALUGS FOR C-900 PVC
2.) FOR STEEL AND DUCTILE IRON PIPE, IF MEGALUG
I5 NOT USED, THEN THE FOLLOWING IS TO BE
USED: RESTRAINED JOINTS, WELDED JOINTS,
OR TIE RODS, Aly, MTH ANCHOR BLOCKS.
(SEE SEPERATE DETAIL FOR THE ABOVE SYSTEMS)
PIPE
MIN WEIGHT OF ANCHOR BLOCK
SIZE
90' BEND
45' BEND
22F' BEND
2"
150#
150#
1501
3"
900#
450#
1501
4"
1590#
900#
450#
6"
60401
2360#
6801
8"
12,2801
5740#
19601
NOTE: WEIGHT OF CONCRETE EQUALS 150#/CU. FT.
CONCRETE TO BE 3000 PSI AT 28 DAYS
\- ANCHOR BLOCK (THRUST
UPWARD SEE TABLE FOR
SIZE) EXTEND BLOCK INTO
SIDES OF TRENCH.
SEE MANUFACTURERS
RECOMMENDATIONS FOR
RESTRAINED LENGTH FROM
FITTINGS.
TIE RODS
PIPE
SIZE
BEND
ROD
DIA.
MIG.
LENGTH
OF ROD
4"
90'
3/4"
22'
45;
3/4"
7'
22 }'
3/4"
2'
6"
90'
3/4"
35'
45;
3/4"
10'
2212'
3/4"
3'
8"
90'
1"
48'
45;
3/4"
14'
22 )2'
3/4"
4'
12"
90'
11/4"
78'
45'1
3/4"
22'
22+2'
3/4"
6'
*ACTUAL LENGTH OF ROD TO BE LONG
ENOUGH SO EYE HOOK CAN BE PLACED
BEYOND FIRST COLLAR OR HUB AS SHOWN IN
THE LENGTH OF ROD COLUMN.
VERTICAL BEND ANCHOR DETAIL
USING MEGALUG'S
N.T.S.
WORD "WATER"
ON COVER
PROVIDE 5'-0" STEM
IF CALLED FOR IN
SPECIFICATIONS
ADJUSTABLE C.I. 5"
SCREW TYPE BARREL
2" COMPRESSION
MATERIAL TO PREVENT
ROADWAY SHOCK FROM
BEING TRANSMITTED TO VALVE.
11.11111111511
SEE THRUST
BLOCK DETAIL
RECESS TOP OF
VALVE BOX 1/8" TO 1/4"
BELOW FINISH GRADE
GATE VALVE
CLASS 250
2
N
i
MAIN UNE GATE VALVES TO
HAVE JOINTS SAME AS WATER
MAIN OR AS SPECIFIED FOR
MAIN UNE FITTINGS.
GATE VALVE DETAIL
6' STEEL POST, 3' ABOVE
GROUND, PAINTED BLUE.
LOCATE NEW CURB BOX 12" ON STREET SIDE
OF PROPERTY LINE EXCEPT WHERE SIEEWALK IS
ON PROPERTY LINE, THEN LOCATE CURB STOP
12" BEHIND BACK DF WALK.
FINISH GRADE ELEVATION
ALL DISTURBED LANDSCAPE
AREAS SHALL BE SODDED,
OR REPLACED IN KIND.
CURB STOP ADJUSTABLE
BOX ARCH PATTERN
W/FOOTPIECE
RPORATION STOP
PROVIDE GOOSENECK FOR
EXPANSION & CONTRACTION
HDPE TUBING
(CONTINUOUS)
ALL BRASS STRAP
& SADDLE
WATER MAIN
N.T.S.
z
2
2w
a
u
0
U
1
1-
CURB
STOP WITH COMPRESSION
FITTINGS
SERVICE UNE EXTENSION TO HOUSE
OR EXTENSION METER & VAULT, METER
INSTALLATION BY OTHERS. USE
DIELECTRIC UNION IF GALVANIZED IRON
PIPE.
SET CURB STOP ON MASONRY SUPPORT
WATER SERVICE CONNECTION DETAIL
24040/PUD-FinolPlon/Oetaiis/Cover WoterDetails
N.T.S.
SOPRIS ENGINEERING, LLC.
pIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
C 5/12/05 GARFIELD COUNTY COMMENTS
V0. DATE REVISION
GARFIELD COUNTY
RTM
BY
SPRINGRIDGE RESERVE
PUD
WATER
DETAILS
DES. RTM CK. YTN FILE NO.
DR. RTM DATE 6/23/04 24040.01
SHEET 81
OF 85