HomeMy WebLinkAbout1971 - (#60) Water Distribution SystemSIDEWALK + I'-0..
EDGE OF CROSS CUT
OR 5'- 0"
HYDRANT (42" BURY)
CONC. THRUST BLOCK
TRENCH
WIDTH
'
PUMPER` CONN.
�`:•
�'
�,
d
w
�' 1"�11
•
WELL
FACING STREET
,�-f ..���a''
+ _, i I��. UNDISTURBED SOIL
COMPACTED
ADJUSTABLE VALVE BOX
FILL
o
8i COVER MARKED "WATER"�
'\ �''�
'll
�'K PLUG
PL
a
BOARD BEHIND LIP
BOARD IN
C.I.P. WHEN HYDRANT IS ON SAME
SIDE AS MAIN
FRONT OF PLUG
�
PROPERTY
-W
j OF STREET WATER.
A.C.P. WHEN ON OPPOSITE SIDE
OR R/W
L I N E �� lea GATE VALVE CROS
}y WATER MAIN
I
S WITH PLUG TEE WI
�c�31�1:.
S.F.
PIPE SIZE
S
1. 8
411
2.6
3.8
611
2.
� k•
� 11
TH PLUG TYPICAL SECTION
y.
e I-JUL II-•-1! ' i ,E a i u
o'.
5.4 SQ.F. MIN. .•,:.4. (, " �:• _ ',
BEARING. x 13" LONG •G.I.P.
45 MIN. ANCHOR ROD
THRUST. BLOCK THRUST BLOCK
VARIABLE
TEE S. SIZE BEND TAPPED TEE WITH PLUG
1,
TYPICAL HYDRANT 8c VALVE DETAI LS 2.a "
5.0 88"
8.2 10"
/ h
OFFSET , . WYE
COVER
MARKED "WATER"
FINISH GRADE
1. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH
WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL 6 EXTEND THRUST BLOCK
�ih�
TO UNDISTURBED MATERIAL,
i
2
c=n
2. ON TEES 8 BENDS, EXTEND THRUST BLOCK FULL LENGTH. PLACE BOARD IN FRONT OF ALL
o
z
BEF RE POURING THRUST BLOCK. KEEP. M.J. BELLS AND BOLTS FREE FROM CONC.
PLUGS O UST
OTHERWISE NOTED
A.
ADJUSTABLE 5 I !4" DIQ. SHAFT
Z
OQ
VALVE BOX
3. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND 81 ROCK FRAGMENTS. ANY MUCK
LOCATE GATE VALVE ON P.C.
A
A
o.Q
ENCOUNTEF(ED 'SHALL BE REMOVED A REPLACED WITH ACCEPTABLE MATERIAL,
Zcr
FIRE
to
N
o
ii
HYDRANT
—
V
M.J.N.R..SrD.D.
P.O.
GATE VALVE .
o
H
P/L
P/L_?
�q.
A.
O
..WATER MAINS
I
ASBESTOS- CEMENT CLASS 150
WATER MAIN
UNLESS . OTHERWISE NOTED.
WATER MAIN
P/L P/L
— —i---- -- — — — — 1—
_
.TRENCH A
CONSTRUCT NEW
1
►
I
j'
TYPICAL GATE VALVE & BOX
— ---- -- --
PAVEMENT
EXISTING
DIMENSION A IS SHOWN ON PLANS
.DETAIL
-------- — —
TRENCH
I
I
I
PAVEMEN
_
P.V.C. PIPE SHALL BE, SDR - 26 BELL -RING CLASS 160 TYPE I GRADE I
_
A
--
X
I
-
A
. JOHNS-MANVILLE .RING-TITE OR _ VISQUEEN BELL- RING
EXISTING PAVEMENT SHALL BE
I
PROPERTY LINE (P/L) SHALL MEAN FULL DEDICATED WIDTH
- 1"HREADED -0R SOCK£T P,V,C, FITTINGS SHALL BE SCHEDULE .80,
Q TRIMMED ALONG NEAT S TRAIGHT
LONG
LINES
r .
I
PC.-- POINT OF CURVATURE
24 MIN, COVER
-- --- -- — ---- ------ ------
--
t
PLAN
VALVE LOCATION HYDRANT LOCATION
`P,V.C. MALE THD. x BELL ADAPTER :-
A. �;. ' I•I/2" GALV. 900 STREET ELL
�'
5�MAX; WIDTH FOR "PAY
PURPOSES
�`
_. �..
I• I/2" GALV. 900 ELL
VARIES
; P,, BACKFILL TO A POINT ONE '
PROPERTY LINE -
_
P.V,C. r 30":MAXr TRENCH WIDTH @TOP OF PIPE FOR
FOOT W- 0) ABOVE CROWN
�l /2`G OF PIPE, .IN 6" COMPACTED A SIZES
16
90° STREET ALL ZES UP TO
EE E
' - - - .• I .I•I ALV R T Lln • , LAYERS. VARIES
REMOVABLE --WATER MAIN I METER BOXES BROOKS.
r i PRODUCTS , " 037 BODY (CONC,)
FLUSHING NOZZLE I. ,
7-S COVER a .LID (CONC.) .
O o-/,✓
t SECTION A -A
PLAN �,' �-f�` ,
SERVICE CONNECTION OR
TRENCH FILL AND PAVEMENT DETAIL
TYP.
METER BOX• FIN. GRADE
2X I" GALV. TEE .WHERE REQ. I I -----
FOR ` TERMINAL SERVICE
� " SCREW W PLUG •� � BY G.D.U. ; � i .', '����•-`-
,i
M.J. CAP W/ I 2 C I
' � I s.•
\
r• t
2" ECCENTRIC TAP �c I"THD FORD" ;..
. 'SERVICE VALVE *�KV-3-I
OF WATER "2" " � � 2 �I 1"THD. RV.C.OR GAWRISER 1GENERAL DEVELOPMENT CORPORATIONMAIN • M1TH _BLAIR #-_311.._MALLABLE ._OR.- DUCTILE - _N' " -.IRON SADDLE W./2" I.P. TAP AT .TOP OF PIPEI��'- � dm(END
2 VALVE - yy Y 2828 coral way miami, florida
WATER MAIN .. -BOX-
v 5 @ LAC N S
;, ER T TO
i c
I � 30 THRUST i OD PLACED O W K
' C. OR GAW900 ELL SCHEMATIC
P.V.C, v
'. I x l x I•l/2 OR GALV TEE STANDARD WATER D TA I LS
• ' PVC. MALE THD.x BELL ADAPTER �
T E R M I N. A .L. L..1 N. E RISER DETAIL
I •
i \ N .
"� DESIGNED 6Y DRAWN BY PROJE T 0
' O N N EC 1 1 N � SCALE NONE CHECKED BY �-A�. TRACED BY
TYPICAL r - I/2" SERVICE C O
.. �° 3 w APPROVED BY
BLOW OFF DETAIL _ o Q—���� SHEET NO
IT
e .' • .�� ap O F
State of Florida Registered Engineer No. 6901
Y
G B Tf/_EAI Pt U D _ _
..
RIVER -FLORIDA HI HLAOS-INDIAN COUNTY See
DATE DESIGNED GYV. EE. .
DRAWN
BY..
e = m
SCALE CHECKED BY
A .� � - � S SHOWN ,
O W APPROVED B
V
— r
State of Florida ,
_.
weer
stered E
lV 9 s 0�
,
71
Y
-
_
_
_
TRACED BY
2' - 0" M I N v
a I
VERTICAL STACK CONNECTION TO BE
USED ONLY IF IMPOSSILILE TO BED
LATERAL ON WALL OF TRENCH.
SLOPE, I IN 4 ------ I
EDGE OF CROSS CUT T� i' SHEETING a SHORING MUST BE USED
, �i; . 1
TO KEEP EvGE OF EXCAVATION 2'- O" MIDI.
FFiUM EDGE OF PVMT.
SF+EETINC LEFT IN PLACE WILL BE CuT
TRENCH ,_ j \ ! i / OFF 4'- 0" BELOW
Y
WELL WIDTH!�- —j— FIN. GRADE . --__ LONG RADIUS CURVE \
�.
-
cr\\�� UNDISTURBED 8
8 ._.
SOIL 4'
10 4" MIN. I.NC WALL OF TRENCH 1 ��
----- ----LONG RADIUS CURVE ---- - I
0�� �= SECTION .IG_G/1
V. C. TO C. I. TRANSITION
= Q; REVERSE RING
REVERSE RING
1,
WYE BRANCH
If _
TEE BRANCH - �_Y.—.�--___ -_..__ .._..._�,.--_
N.T. S. 1
4-
BRICK-CEMENT I I I
h IN POSITION
POLYSULFIDE ALL
HYDRATED f..N•E jl ;''�,` AROUND PIPE
EM BECO GROUT
5" WALL-, MAY BE ADDED TO
' MrRTAR FAR WCPI::ABILITY, CEMENT GROUT
FORCE MAIN}
LONG RADIUS CURVE
FROM 600 TO 900 COMPLETE ENCASEMENT OF LATERAL.
FROM 35° TO 600 BED LOWER HALF OF PIPE.
_ R -
I
N 1TARY SEWER R 1 S E v I 4 SA
611 MIN. �I - 18"MAX. DISTANCE TO FIRST - j;... T H RUST B LOCK
.C - -
:::
JOINT IN FIFE � - ___��_ .�._ `---_._-_ �•
a! -
-d PIPE
I
!i— }
1_ OPENING D E T A I Ls'
+ E
i 1 -
� � �• N.T. S. 6
i CONCRETE LONG RADIUS
"i. ,ar•e LONG RADIUS I--- I LOW POINT OF SWALE
WALLS E LBOW, TO BE
PIPE TC, BE CUT OFF I TYF. ELBOW TO BE
,1 ,,,�- � PLACED WITH
8 CONC. BOTTOM SLAB AT SPRING LINE BEFORE 't PLACED WITH L----.-___—
� EXTERIOR - -;, INTERIOR
cRdwN ON LEVEL CROW N ON LEVEL FIN. GRADE 16" SINGLE CONNECTION
COMPLETION OF MA{JHOLE
• t4C?12 MIN. E.W. T - WHERE VERTICAL WALL REINFORCING IS WITH CROWN OF WITH CROWN OF oon
M r; CUT � GROUTED FLUSH WITH -- - OUTLET LINE. OUTLET LINE.
NOTE: LOWEST PIPE IN MAN INSIDE FACE OF M.H.
DISCONTINUED
AT OPENING PROVIDE 4
` HOLE SHALL EXTEND TYPICAL PIPE OPENING
DIAGONAL BARS 1N EACH FACE OF WALL. '
ALL CONCRETE TO BE 3000 - I�
ACROSS FULL. INSIDE ,1 11. ' W 6"x411 V C P.` t}OUBLE \
BARS TO BE SAME SIZE AS VERTICAL WALL
N.T.S. P.S.I. (GLASS A t. IN BRICK M.H., ��
DIAMETER. REINF. AND EXTEND 2 FOOT BEYOND OPENING EACH SIDE. CONCRETE M11ILL RE CARRIED TO v p Y11 . BRANCH \'•
--- - - A POINT 18 ABOVE CR'4WN OF
HIGHE T LATERAL. 2 0
ALL CONCRETE TO BE 3000 P. S - I . \ �..- \ �` \
- v M N WATER TIGHT
o Z ,. � ,; �• \`.. \�., � ; 6" DOUBLE CONNECTION P.V.C. STCP?ER
�� �\ ._\t SELECTED BACKFILL THROUGHLY COMPACTED W W/WD STAKh
w �\ 3
n z --> -. �.: :j _ itit MAX.6 LAYERS UP ,TO 12 ABOVE PIPE:TYP.
f _ TYPE ' B BEDDING TYP
SECTION A A N! oo �. -
,r BEbD
_01�� �r< /./mow ~� i ,' tAlt!- SLOPE I/8 PER F ,
HOUSE LATERAL � T , .x
O
/`
Z
� ,�� ,... .,� - MIN. SLOPE _+ - -- -------- ��, ,4
%'
-- �--_ DROP C01iNECTIONS
MANHOLE 1 1=T.
^ I/2" MAX. GRADED LIMEROCK OR PEA GRAVEL STANDARD
A '` '�
J6 NHOLE TOP OF PIPE J •per '� ` - THROUGHLY TAMPED AND COMPACTED UP TO
•
--- CENTER OF PIPE.
ANGLE VARIES � 4" _SINGLE _ CONNECTaON �
J
SEE ABOVE
2"MIN. COARSE SAND --lf p dD,C oa n
SHAPED BY TAMPING °oQ � •x�9 k m / i MAIN
NOTE -
SUITABLE BEARING 11 „ C TYP. SPUR
ALL MANHOLE INVERTS SHALL BE AS SHOWN i ROCK OR YIELDING TRENCH BOTTOM f TYPE 8-2 (ROCK) BEDDf NG @
UNDISTURBED EARTH. " " TO FIT PIPE.-TYP.
ABOVE OR SHALL BE FORMED WITH CONC. A SHAPE O.D.OF PIPE "A" OR OVER FOUNDATION TYPE 11. 11" MIN. CLEAR .,
` OF WYE & URVE
— w
a BRICK AND MORTAR.
PLUS 2" MIN. OPENING U.S. FOUNDRY 32-C INVERT OF "LIATERAL TO 8E 36 •FROM FIN GRAD a •
t ALL MANHOLE LIDS TO BE U S FOUND RY TYPE 11B,1 _130 EXCEPT ON WATER LINE SIDE OF STREET R/W CL
. COVER 35 # 11
PAVED AREAS TO BE C L A S S B-! C L A S S B- 2 WHERE IT SHALL DROP TO 4$ AS SOON AS V A R I E S
ALL MANHOLE FRAMES IN NON P- -- FRAME 50
- - — � OEPT OF MAIN SE ER PE
U S. FOUNDRY TYPE "R-1 !IA°r USE WHERE COVER IS LESS THAN 5 FT. OR OVER 12 FT AND ALL LATERALS
FRAMES IN PAVED AREAS TO BE U.S. FOUNDRY
ALL MANHOLE
TYPE" B „• 200
AND TOP OF FIPAME TO BE MACHINED.. 11 11
ALL SEATING SURFACES
CLASS
B BEDDING
NO STONES HAVING ANY
�,- DIMENSION GREATER THAN
z
"
� � � 4 1 B KFI OR ANY
A N AC LL
O
�ORGANIC MATER+AL TO
i
FIN. PVMT. '`) \ 24 ABOVE PIPE.-TYP.
N \ \
SMOOTH FINISH 1/2 FIN. GR DE _
CEMENT MORTAR:
INSIDE 8, OUT OF \ LIGHTLY COMPACTED
I IF USED - '� SELECTED BACKFILL TO 6
• BRICK w -
O
z ; TOP OF PIPE � •�O _ABOVE PIPE
CEMENT ,GROUT ALL z
ASSEMBLED
c�.. :. ,.- ....-.-.
JOINTS ,AS SSE
SMOOTH FINISH I .
M00 in /� �
WHEN COMF•LETED I \` SHAPE TO FIT PIPE
YV ' \ ,
„ � COARSE SAND
M 1
A
A
SUITABLE BEARING
UNDISTURBED EARTH
J
- _ --
-- -- 1
F IP
TO P E I 0
j '4 @ 12 MIN. E.W.
SECTIZINS ' ARE FURNISHED IN 2 '0 ,
31_O".:0 4`0" LENGTHS-
WEIGHT R30 LBS. PER FONT.
} p
�'E�_CAST
MANHQLE
%�,�
9D AFL L
D/LliYi� j
DIM. Q t"�-F
DJM�B t5•f
1 28
lG"
/D•8
�•2
AI D "
PIPE SIZE
1/ A M
SHAPED
WIDTH
" B 11
BED DEPTH
4
3I/2M
4"
v
4-1
I0"
11
7 I /2
"
4
2"
9
-_ 411
1591
I I 1 / 2"
5"
I8#1
131/2"
6"
"C" COVER
"A" WIDTH@TOP OF PIPE
"D" PIPE SIZE
4' OR
LESS
24"
MAXIMUM -
4" 6u 8"
10"4'12„
4' TO 5'
30" MAXIMUM
5' TO 12'
NO MAXIMUM
12'OR
OVER
30"
MAXIMUM
36 MAXIMUM
15" 4 le
a
W RMITS.
SANITARY
SEWER
LATERAL
6
a -°-
N
IOt'X 10114 CONC. BASE FOR M. H. FRAME
9
W/ WRAP V C.P. OF ROOFING FELT
2 LAYERS
-
•0
cD
300 L . R . ELBOW
TRENCH
I
USE CONC. ENCASEMENTONLYIF
A
CONSTRUCT NEW
REQ. aKEEP CLEAR FROM HORIZ. PIPE.
-------- - --�
-
PAVEMENT _----
- '
TRENCH
60'.: WYE 6 V.C. PIPE MIN.
—�_ A
S
'-- EXISTING
PAVEMENT SHALL
PE
CONCRETE -a; :
TRIMMED
ALONG NEAT STRAIGHT
:.
LIMES-
\
WOOD DISCOR
P.V.C. PLUG:
FLAN
TERMINAL.
CLsEi1NO UT
V J V V M N CJI
12
c0
r
��
MIN. •-
-- -- - v V M
.] F ` TRENCH FILL A, � A � ENT DET
�----WELL TAMPED TRENCH
PLACED
1 y_% IN 4 MAX. LAYERS..
12" EACH SIDE OF TRENCH. i
YPI
T .CAL
T
RENCH WIDTHDE AILS
—
SEWER IVAi N ICE TA I
w
0.
GENERAL DEVELOPMENT CCRr,
j
STANDARD S—`F WER DETA
.W
u
:Z
DATE 1966 1 DESIGNED BY LAM I DRAWN 7Y K.P�..io
CALF; NONE I CHEC•(EC GY LAY, I TRACFL PY
W w
APPROVED BY: :t
:Pt
v
N
V Q
., ter -
—
-cce-
Re9;siered Ery Nc F
L
c
-
b. ,. _- - _. ... _ -..... .... - �- - --.. _.�..- - _.L__ :.. - \ . " v:�,-.�__.-. .�-�'_Y.:.+il• ..._.-. - \•�,. _. < -:.-� l...s,-...-,_�...rw. _-,.... xti...- .w w... b .x ... .. I�i..,: I.