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® ENGINEERS • SURVEYORS • PLANNERS
,�&` DESIGNED: WrH,S.
IIII
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,` f APPROVED: CHEMICAL DETAILS DR. No. '-ate- « low
NO. DATE BY w; ` REVISION" - " CH, FLORIDA SEAL SCALE: ��> <HowN f SHEET 'r OF 21
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NO.I DATE I BY
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MOCK., ROOS & ASSOCI A,"PLE89 INC.
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WATER RETURN MANHOLE DETAIL
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1 ! M
DATE: APP,iL 1957'
FIELD:
—
HARBOUR RIDGE P.D.P.
DRAWN:
i�,H
WATER TREATMENT PLANT DRAWINGS
�F'A,NO, -'z-1-19
DESIGNED:
'N1H,5.
SLUDGE & "WASHWATER BASIN DETAILS
DR. NO. �1-4o-2G-tocc
APPROVED:
ME
T y. .A.:.
Y 1, ENCASE PIPELINE BEING CONSTRUCTED
IF DEPTH OF COVER IS LESS THAN 30,
WHERE NOTED ON DRAWINGS.
;{ 2. ENCASE SEWER LINE IF WATER LINE
a CROSSES UNDER SEWER LINE OR IF
o WATER LINE CROSSES OVER SEWER
LINE WITH A VERTICAL CLEARANCE OF
• `D 18' OR LESS. ENCASEMENT TO EXTEND
10' FEET EACH WAY OF CROSSING.
2500 P.S.I. (MIN.)
CONCRETE 3. WHEN WATER MAIN PARALLELS A SEWER
_ MAIN, A SEPARATION OF 10' SHALL BE
i� + MAINTAINED AS A MINIMUM.
c.,
+ > 4. COST OF PIPE ENCASEMENT TO BE
INCLUDED IN COST OF PIPE.
6. IN LIEU OF ENCASEMENT, CONTRACTOR
MAY REPLACE THE SEWER LINE WITH AN
EGUIVILENT DIAMETER LENGTH OF
DUCTILE IRON PIPE AT THE CROSSING
SO THAT NO SEWER MAIN JOINTS OCCUR
WITHIN 10 FEET OF THE WATER LINE ON
EITHER SIDE OF THE CROSSING.
TYPICAL PIPE ENCASEMENT
TT,
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DRAIN MA NHO rN
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j " 1 BEND
L_______ MIN________ _
DETAIL OF WATER MAIN
UNDER STORM SEWER
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EXIST. GROUND
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2 I i
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I"IP�i GA• ¢ w O FOR PLACEMENT OF <O
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o LL O= u a SEE SPECIFICATIONS
N K Q # u W =PIPE 0. SECTIONS OF PROJECT
o a Fw- o o rc o w MANUAL.
PLAN -1 Z�� w� 0
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P ,¢' - = SELECT MATERIAL TO RECEIVE PPE ELL AND
€•'.') YM..:,,??±`..tw'e,:.a�at.. �*ko� a"ra .1. IN 6 LIFTS BARREL. 1 B
Q� QP
STANDARD TRENCHING DETAIL
1
4 C G°c,c,E,W
FtN GP'�.
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s71
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FINISHED EARTH-,,C.I.
W
COVER W/ WORDS
GRADE
L
WATER" CAST IN METAL
I
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1
I
C.I. VALVE Box
i
HEAVY-DUTY WORM
GEAR BURIED
BUTTERFLY VALVE I SERVICE ACTUATOR
MECHANICAL JOINTS
NOTE: CONTRACTOR TO
PROVIDE TWO(2)OPERATOR PROVIDE CONCRETE THRUST
KEY RODS OF APPROPRIATE BLOCKS UNDER VALVE 8
LENGTH TO OWNER FOR TURNING VALVE ACTUATOR
VALVE ON AND OFF
BUTTERFLY VALVE & ACTUATOR DETAIL
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TYPICAL LOCATIONS WHICH REQUIRE CONCRETE REACTION (THRUST) BLOCKS, FOR PRESSURE MAINS 4"SIZE AND GREATER,
CONCRETE SHALL HAVE 2500 PSI MINIMUM STRENGTH AT 28 DAYS AND BEAR AGAINST UNDISTURBED STABLE SOILS. AREA OF
CONTACT SHALL BE GOVERNED BY PIPE SIZE, MAXIMUM PRESSURE IN PIPE AND BEARING CAPACITY OF SOIL,
CONTRACTOR SHALL CONSTRUCT ALL REOUtRED THRUST
BLOCKS AND INCLUDE COST IN UNIT PRICE OF PIPELINE
r�l I OR FITTINGS. 1� I;,_
NOTE: FOR
OTHER FITTINGS,
USE
FOLLOWING FACTORS.
TEE
100
459
BEND 76%
221/2' BEND 39 %
4
W
PIPE
THRUST BLOCK
AREA REO'D
PIPE
THRUST SLOCP
AREA REO'D
REMARKS
4"
2.0 50 FT
IB'•
30.0 SO. FT
VALUES ARE FOR 90' BEND,
BASED ON 2000 PSF SAFE
BEARING LOAD AND PIPE
PRESSURE OF 150 PSI PLUS
33 a SAFETY FACTOR. FOR
OTHER SOILS Be PRESSURES
THE AREA REQUIRED IS IN
DIRECT PROPORTION
6"
4.0 SO, FT
20"
37 0 SO. FT
8
66 SO. FT.
24
53.0 S0. fT
10"
10.0 SO. FT
27'
80.0 SO. FT.
12"
14.0 50. FT
.30
98.0 SO. FT
14
B 6 S0, FT
36
i27.0 SQ FT
16"
24.0 DO, FT
III/4' BEND 20% CONCRETE THRUST BLOCKS
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FINISHED PAVEMENT GRADE Wf
WHEN VALVE IS BELOW PAVEMENT Vas °N4^IV, s >++" a , «•,r vM + - '"` ,u,,, " " "" ° 4 ``a II
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° WTSP'CAST IN ME1Al . r• -.. w ,.:.:
i NOTE: ALL FIRE HYDRANTS SHALL BE FREE OF CORROSION• -..
.'b ALL WORKING PARTS SHALL BE LUBRICATED, AND THE
HYDRANT PAINTED -
"' THS OF NOAALAS SHALLµ IR"ABOVE FINISH BRADS AT HYDRANT., '
LL
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i
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i
4'h" PUMPER NOZZLE FACING RpgpWpY is
W MECHANICAL OR
SLIP TYPE JOINTS FINIS WORD WAT ER" ON LOVER
EARTH J FINISH GRADE IF VALVE
< / GRADE \+-- m „•_FALLS WITHIN PAVEMENT
pipe LINE OR SIDEWALK
SCREW TYPE
VALVE
BOX
TRAFFIC 6"GATE VALVE
z BREAK -AWAY
= FLANGE - GALV. STEEL TIE RODS WITH SOCKET
CLAMP DO ANCHOR TYPE ENDS
TYPICAL BURIED
MAIN TEE
GATE VALVE SETTING DETAIL
• i
PLUG VALVE 6 VALVE BOX
�> INSTALLATION DETAILS
CONCRETE THRUST BLOCKS,' -
TYPICAL FIRE HYDRANT INSTALLATION
PERPENDICULAR TO MAIN
MOCK, ROOS & ASSOCIATES, INC.
ENGINEERS •SURVEYORS •PLANNERS
WEST PALM BEACH FLORIDA
mum
Q
AUG " 11983
�,
SEALSCALE:
FIELD.—
HARBOUR RIDGE P.D.P.
WATER TREATMENT PLANT DRAWINGS
MISCELLANEOUS DETAILS
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MOCK, ROOS & ASSOCIATES, INC.
ENGINEERS • SURVEYORS • PLANNERS
WEST PALM BEACH, FLORIDA
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DRAWN: 'rA, WATER TREATMENT PLANT DRAWINGS P.A. NO. aZ-1-79
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