HomeMy WebLinkAbout1984 Villages Of Lake Delores Sewer & Water (Box 10 #27)v
CURVE DA TA
CURVE
R
L
CH
r
25 0 37'06"
398.328"
178.101'
178.622'
90.565
2
64-0 13'31"
340.,000,
381.121,
361.479'
213.367
1
68" 00'00"
290.000'
344.179"
.324.332'
195.607'
4
2" 14' 43"
.3568.367'
139.835'
139.826'
69.926'
5
23-0 58' 55"
.516.872
216.344'
214.769'
109.779'
1 6
/090 13,31"
95.4.3Y.
181.939,
155.614'
134.358'
7
40-0 Od CO"
125.000,
87266'
85.505'
45.496'
'
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1328.00
N. 89" 35'50" E.
cl, OF SEBASTIAN AND COUNTY FIRE DEPARTMENT REQUIREMENTS FOR FIRE PROTECTION.
3. ALL SANITARY SEWER AND FORCE MAINS SHALL BE PVC PIPE.
..4. SANITARY SEWER LINES ARE OF 8' DIAM.. SEWAGE COLLECTION SYSTEM SHALL BE
APPROVED BY ALL STATE AND LOCAL AGENCIES PRIOR TO CONSTRUCTION.
WATER
I/V nojnnr-wrt v ;mE-niAr-r-rr-r% yn nC) Tf'Akt nn rklyc
CURVE -DATA.
CURVE
0 :
R .
L
CH
T
/
360 14' 43"
167. 051'
105.677'
103.923"
54. 674'
2
/6' 27' /5"
465. 000'
139. 282'
138.804
70, /24'
3
25°32' 45"
485000'
216. 241'
214.455'
109.948'
4
/ '00'Od'
485.000'
126.973'
126.610'
63.851'
5.1..
115030' 48"
125. 000'
252. 01/'
211.447'
198.164'
6 .
64029' 12" :'
l25,000'
140.688'
/33.379'
78.849'
7
400.00' 00"
325. 000'
' 226. 893"
222.313'
118. 290'
8
630 52' 01"
225. 000'
250. 805'
238.020'
140. 232'
9
400 0& 00"
225. 000'
157. 080'
153.909'
81. 893'
/0
50000' OD"
225. 000'
196.350'
190178
104.919'
1 /
44" 13' 3!"
119.315'
92.096
89.827.
48.479'
12
/04.00'00"
200.000'
363.028'
315.204'
255.988'
/3
/0T 2/'3/'
325.000'
608.973
523.7/5'
442.100'
14
27*2/31"
325.000' '.
155.187'
153..717
79.102'
15
- 3/000,00
625.000'
338.158'
334.048' ;
173 328'
16
35000' 00"
625. 000'
381. 791'
375.882'
197.062'
17
10* 00' 00''
788. 414'
137. 604'
137.430'
68.977'
18
22-01652"
384.000'
149.329
148.391'
75.622`
/9
22• 00, Ocr
328.340'
126.074'
125, 301'
63,823' .
20 , '
900 37'28"
50.OG0'
79.085'
71.095.
50.548'
•2/
.22' 2/'40" :
375.000'
146.353'.
/45.426'
74.120'
923.
500 00'00"
150.000'.
130!900'
126.785'
69.946'
, .
, Ar 43' 08"
384. 000'
71.839'
71. 735'
36. 025'
.;
0
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98.
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:. � 1.. A11 Wa-ter distribution su 1 co:llectlon 11WTP. sewe"r:'des n
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't
installation sha 1 e i m lia j h D artm
of 1 b n co p nce w th t o ep en ,
�
+ Environmental Reigulation
102
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. 2 •C.,.......,.tofi shall. com 1 it`h all :Local & �t�ate Laws
P Y
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V
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.33
,
I 3. Location s acin and quantity of fire h drants 'shall -'be 'in
p, 9 9 y
sag z.oa w
-
h
h
/00
'comp lianc With the Indian River' Cott Fir Departmentr '
p e e v e o n t'y e o
City of Sebastian., whichever i s more stri ct4 •
►
MATCH LINE ?�
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52
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499.510
52
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52
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1329. 73
'f.
TlYORANT (36" MIN BURY)
COLOR TO BE
BE
STANDARD
AWWA: YELLOW OR
PER
LOCAL
REGULATIONS'
- 1/
11
PUMPER CONNECTION /2 0
U E 0 NN CTf E N 41
OUTLETS I
FACING STREET
h
WELL
-�
MP CT A C0 E D
FILL
-
COVER MARKED "WATER"
FINISHED GRADE
Rn'
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/, i%
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VALVE BOX
ADJUSTABLE SCREW
TYPE
5 V4-" DIA. SHAFT OR PV.C.
i�
1I
IIII
I��
LINER.
`°
z
I
,
{I
I
_
6„ M. J. TEE OR
M. J.
t
N
-
f
i REDUCING TEE
SIZED
II
II
STRAPPING
I
ACCORDING TO
MAIN
LUGS
o
DRAIN HOLES
I II
MUST BE
COVER MARKED WATER., j
.i
•. I
SEE TYPICAL $EAVICE.. -' �. .: SEE TYPICAL SERVICE L .
CONNECTION DETAIL CONNECTION DETAIL CONCRETE COLLAR ONLY WHERE VALVE BOX IS
FINISHED t } j
FINISHED `r
I LOCATED IN SwALE AREA WlMQGNETfC MARKER (TYP) ..• . � �•r .'�� ,/ '�•. •�. '' i
GRADE 1
GRADE ,�: .,• �, ` arc; �.�. ,,,1`I .;� ...r.;
COVER MARKED WATER
I to
f
r.
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I� �4
11 �•. * ► '\ �•.• •'• fit" ` •••r �•.-,•� •'�• `�''' 3rt,.. 1
1 Y..-
O 2
I 'I, 0 I/4• ROD -
I I I C I. VALVE BOX. � :.:•. •: 4 •�
i -4 ADJUSTABLE SCREW TYPE
.. a W I 11 J-5 t/4 DIA SHAFT
I CORPORATION 2 o I
f
CORPORATION 1� f (�I
�. STOP WITH PACK { I
.:^ a
STOP WITH PACK — I POLYETHYLENE I' POLYETHYLENE O !�
JOINT FORD ESS. TUBI G JOINT FORD f11J _ ��; f�. ,i7,
PRESS TUBING PR N ►- j ' ` eYS�ttd
r Ir.
_ ra ,• r:r•
TYPE F- 1100 Q ',. � •, •:.'_ ,
I
TYPE- F 1 0(AWWA)•. �-
E I 0x .r-
01 78 ,• •� , C 9 a'
(AWWA)C901-T8 a ,
OR MUELLER - Z 3 vi r; / ,: �♦ I
OR MUELLER — I - I > ,,.i:.�: - , -
H 15024 a -M J NON RISING STEM
NEW I o / O
EXISTING 0
SYSTEM ] SYSTEM cj I- ►
1
_01
J
I -THRU LINE CONNECTION TEE
da•D!/..p,j o 2-THRU LINE CONNECTION, CROSS USED AS TEE .�
(SEE NOTE IN TYPICAL , �n - - - .>�1:;1�->,��•. 4-CHANGE NINE SIZE' REDUCER
ER `
12 MIN 12 MIN. SERVICE CONN DETAIL) 9 �o�Jb�.e �• 5 -DIRECTION CHANGE, TEE USED AS ELBOW
- 6 -DIRECTION CHANGE, CROSS USED AS ELBOW
DOUBLE P. V. C., ASBESTOS �. -0 RECTIO
TAPPING SADDLE 6 M J. CEMENT OR 0 I P ; j M J GATE VALVE Q' `Q. 7 _DIRECTION CHANGE
GATE VALVE RESILIENT SEAT TYPE d 8 THRU LINE CONNECTION, WYE
WATER MAIN RESILIENT SEAT TYPE
9 -DIRECTION CHANGE VERTICAL., BEND ANCHOR
i
TYPICAL AIR RELEASE AND/OR SAMPLING POINT DETAIL iA.
RAIN S.F. BEARING AREA FOR THRUST BLOCKING i
:
THRusT BLocx
CLEAR TYPICAL GATE VALVE a BOX DETAIL
�.
Alp
5' o' MAX I
WATER MAIN ---'
CONC I 6,.HYDRANT CONNECTOR.
THRUST BLOCK f 6 M. J. - -
�_ VARIABLE �. GATE VALVE
(RESILIENT
SEA-, TYPE)
TYPICAL HYDRANT AND VALVE DETAILS
FULL LANE WIDTH
IA i TRENCH
TRENCH
-_ --�� A r-- -
A P A I A
LEXISTING PAVT. HA / \ S LL BE �
SAW CUT ALONG A NEAT !�
STRAIGHT LINE I
EXISTING PAVT.
1
�t
PLA N
r- ASPHALTIC CONCRETE
"TACK COAT ALL SEE NOTES NOS. I & 2 SEE NOTE NC.3
SURFACES AND EDGES
d + 60"
\\
\xl
I.-6" _: I_6 �� fib„ OF 2500 PSI
TRENCH BACKFILLED IN 8" CONCRETE
MIN MIN. '
COMPACTED LAYERS TO - -
95% MAXIMUM DENSITY -------
PIPE
DIA.
FIRE HYDRANT
TEES 9 DEAD ENDS
900
BEND
45°
BEND
221/20
BEND,
4'
1.2
1.8
1.0
0.5
6"
2.6
3.7
2.0
1:0
8 "
1 4.4
6.3
34
10" I 8 I
11.4
6 2
3.1
12
11 5
1 16.2
8,8
4.5
16"
2 0. 2
28.5
15.4
7 8
REMOVABLE
FLUSHING NOZZLE -
<< n {: I -THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED MATERIAL,
WHERE TRENCH #ALL HAS BEEN DISTURBED, EXCAVATE AL
L �
METER BOX. -N MATERIAL 9 EXTEND 'THRUST BLOCK TOUNDISTURBED MATERIAL.
FINISH GRADE \ I
2-ON TEES t! BENOS, EXTEND THRUST BLOCK LENGTH`. PLACE BOARD IN
FRONT OF ALL PLUGS 'BEFORE POURING THRUST BLOCK, KEEP M J. BELLS
Il ---
-- �!-_ --'� II AMC) BOLTS FREE FROM CONCRETE WITH VISOUEEN.
3-BACXFILL SMALL CONSIST ENTIRELY OF CLEAN SAND 9 ROCK FRAGMENTS.
ACCEPTABLE MATERIAL. REMOVED & REPLACED WITH
M J END CAP WITH I \, E ANY MUCK ENCOUNTERED SHALL BE REM
2 . L P OUTLET TO BE I
LOCATED BOTTOM OF 4-CONCRETE FOR THRUST BLOCKS SHAL HAVE A MINIMUM STRENGTH
OF 2500 P S.I. AFTER 28 DAYS.
CAP #k 5-THRUST BLOCX SITES COMPUTED AT 150 PSI PRESSURE AND 2000 PSF
END OF 2. - SOIL BEARING CAPACITY.
WATER --- - -- -
MAIN i-THRUST BLOCK -- --
,:r tr THRUST BLOCK DETAIL
s; �o� cC •` 2 VALVE WITH
-- e P :p ° ► WHEEL HANDLE
v +, .• r., •. i �.::: 2•. P v C FINISHED GRADE 22
7o':, T v.. :.. :
\^\\ .f \\
MINIMUM TWO �,' '.:2" THREADED PV.0 II � WATER MAIN
'.LENGTH OF PIPES MALE ADAPTOR WATER MAIN
FROM G.V. WHERE PRACTICAL
IOC MIN. 16 MIN.
I
BLOW OFF DETAIL r
SANITARY SEWER
i
SEPARATE TRENCHES
1
CONIC METER BOX BROOKS NOTE
SERIE33 W/33-H COVER FOR 2- 6•• f WATER LINES AND SANITARY SEWER LINES SHALL BE
SINGLE SERV OR 18 x20 SEPARATED BY A MINIMUM CLEARENCE OF 18VERTICALLY
DUAL H, BROOKS W/HINGED C.I AND 10 HORIZONTALLY
FINISHED GRADE N LID, OR APPROVED EQUAL
"WHERE WATER AND SEWER MAINS CROSS, THE SEWER PIPE
SHALL PASS UNDER THE WATER MAIN, WHEN LE SS THAN
_S 18 VERTICAL CLEARANCE, THE SEWER WILL BE 2-0' OF
TRENCH BacxFILLEDTOALEVEt EITHER CAST IRON PIPES OR CONCRETE ENCASED VITRIFIED
ONE (I) FOOT ABOVE PIPE IN 6"
COMPACTED LAYERS, TO 95°% CID PIPE CENTERED ON THE POINT OF CROSSING. WHEN A
4 t 2d„ MAXIMUM DENSITY
- I 1 --
SECTION A -A
ASPHALTIC CONCRETE REPAIR.
I. TRANSVERSE CUTS
Q} MINIMUM REPAIR WIDTH SHALL 1BE CC +.84")
�) ACTUAL REPAIR WIDTH SHALL BE AS WIDE AS NECESSARY TO PROVIDE NEAT
SAW CUT LINES AT RIGHT ANGLES TO PAVEMENT CZ-NT. ERLINE
2 LONGITUDINAL CUTS
.PAVEMENT SHALL BE RESURFACED ALONG NEAT SAW CUT LINES FOR THE FULL
.LANE WIDTH:FOR EACH LANE WITHIN WHICH THE C J T EXTENDS.
3ASPHALTIC CONCRETE
ASPHALTIC CONC. SH4LL BE S-f OR TYPE S-I (MODIFIED), SH4LL °E THfCF ",'lIN
AND Si -ALL BE INS-ALLEC -'N A '`RUE CCN-INUOUS PL."•NE 'NI7-3-17HUMPS ORC==RESSIC'
A PAVEMENT RESTORATION FOR TRENCHES
CUT IN PUBLIC RIGHTS -OF -WAY
WATER MA.•.
ANGLE METER STOP
FORD KVT- 23W FOR SINGLE SERVICE OR
FORD KV- 23W FOR DOUBLE SERVICE WITH
z I" FORD "U BRANCH UV- 43- 42 W OR
MULLER I• ANGLE METER STOP H 14267
-In FOR SINGLE SERVICE OR H- 14265 FOR
DOUBLE SERVICE W11 H I- ••U.. BRANCH tl- 15364
N AND I INSTA-TITE H-15457
I
WATER METER
-1 0 POLYETHYLENE
PRESS, TUBING
(AWWA) C 901-78
SERVICE SADDLE ROCKWELL
TYPE 313 DOUBLE STRAP OR
APPROVED EQUAL
i" CORPORATION STOP WITH PACK JOINT
FORD TYPE - F 1 100 OR I" MU L L ER
H- 15024 WITH INSTATITE CONNECTION
TYPICAL SERVICE CONNECTION DETAIL
WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION OF
AT LEAST 10' SHOULD BE MAINTAINED WHERE PRACTICAL"
(DEPARTMENT OF ENVIRONMENTAL REGULATION) CHAPTER
' t7-22-16-(4)
ii WATER AND SEWER LINE ORIENTATION
i!
NO'iES
I. ALL WATER MAINS SHALL BE JOHNS- MANSVILLE RING-TITE P.V.C.
j; PIPE CLASS ISO f.. OR- 18 ), UNLESS OTHERWISE NOTED
j AND SHALL COMPLY KITH AWWA C 900 - 81 .
2. GATE VALVES SHALL COMPLY WITH AWWA C 500-80 AND 6E OF
I RESILIENT SEAT TYPE, NON -RISING STEAM TYPE.
j' 3. INSTALLATIONS OF WATER MAINS SHALL BE IN ACCORDANCE 'WITH,
AWWA (C600-77) FOR D.I.P. ;
I'
I: AW'NA NO M23 FOR PV.C. PRESSURE PIPE
4. FIRE HYDRANTS SHALL COMPLY WITH AWWA C502- 80, BE OF DRY
BARREL BREAK AWAY TYPE, WITH 5 V4 VALVE OPENING, THE
MINIMUM BURRY DEPTH 'HILL BE 36 FITTED WITH MECHANICAL
;.
JOINT INLET SHOE CONNECTION WILL HAVE STRAPPING LUGS
5. HYDRCSTATIC FESTING (PRESSURE B LEAKAGE) SHALL 9E ACCORDING
j WITH THE AWWA STANDARD C600-77 SECTION 4
6. DISINFECTING WATER MAINS SHALL COMPLY WITH AWWA STANDARD
C601-68
SERVICE LATERAL P'PES UNCER PAVEMENT TO BE INSTAL'_=D IN A 2-" SLEEVE.lop
WATER DETAILS
PROJECT
VILLAGER OF LAKE DOLOREB
SEBASTIAN, FLORIDA
®ATE:
SCA L E : I-Va/va'
DRAWN
APP'R; V'D ;1-1-029,
REVISIONS
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W/sc,PEE/v
,tr/ET WELL
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ivc'oP,PC.vc
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PUMP DATA
I
1.
Two Hy-dro-matic Pumps Model X•'Z50-MI .a- uction & Discharge
1
r
totally submersible ;.equipped within impeller & % HP; jISORPM,� ,
volt, eoo herts motors.
i I
f
_.
_ 2.
0 er atin conditions shall P g h 11 be such ,that each um shall be ca
pump e
P abl
deliveringZ6�0
of GPM,atd4 7Ft. TDH.
3.
Pump (s') supplied by Peabody Barners and Clow MFG, are acceptable.
of , .
REIivCE.P
s
WET
WELL -
Wet Well shall,be-Ft'. in diameter with 8" wall thickness as a
Nll
minimum.
Q `� a'
�+
'
\�
2:. z
Prior to delivery of wet well sections to any job site, yard tests
.�
may be conducted at the point of manufacture. All tests ecments
`be
'
o
shall mat tested, and shall meet .the permeability test requirements
of ASTM
BarT .ti w�E G E'- 2
. G o
d
C-14 •of-
is
�r
ti , `V I
,`. +�( ,�. ` ,�, . `� �: a �.� I >. �' '. -.�. r
,,`• �a
....
3:.
Base sections shall have he. base slab integral witlr~ s dewalls.
qi der
I
: *2 V
' -
Reinforcing steel shall be' tied to wall steel.
1
�o►a�
'
� �
4
,
3 fYR. •�, .., � ;h � r �;.., I'
��
, -�, _ � -�,� v ;-. �: _
�:-�,:1. � Q� . � . � . �� . � `�
,, �
a ��a (*�1
'4
•,
Wet wells shall be provided with an interior s
r plastic liner integral
iN _��8i�
�S".4T/2"E-i4�iUl�✓-4Y
N
�_8N� i2"
precast in the wet well wall. The liner 'shall be "T-Lock by Amero
Cor oration Brea California p , , Lining shall be white and shall be
I
Tof' �,w "ooTT0�1
USE (¢)-3�a.�ivc-r/o,Q
Mid
installed in accordance with the manufacturer recommendations.
The ends of each wet well :section shall be cleaned of foreign
'
materials-.. When the Ke lock oint is used the .void •between"the
j
tongue -and groove. shall be completely filled with mortar and the
i
interior and exterior end faces of .the section to be placed shall
�
1
TYPICAL WETWELL
INSTALLATION
seat fully on the previously'
placed section.
PROJECT:
VILLAGES OF LAKE DOLORES
I .
SEBASTIAN, FLORIDA
!
ENCLOSURE FOR CONTROL PANEL.
PIPING VALVES AND FITTINGS
1. ng Discharge i i '
p p shall be class 52 D,I.
2. Cast and D.I. Fittings shall be of type made by a manufacturer of
the D.I.P Research Association.
i
3. Fitting shall be standard thickness, cement lined ins1de ;with a
seal coat in accordance with ANSI A21.4, and shall be bituminous
coated on the outside. Joint surfaces shall be suitable protected
against corrosion 'during storage 'and shipment. All flanged fittings
shall be short bodied, ANSI B16.1.with Class 125 flanges,
4. Check valves shall be either Clow or M & H Mgf. with outside lever`
and weight. ,
!
REG. NO. 18154
PROJECT NO.
SHEET PLO.
J�4_ O F
MET
WELL
.
, .
,
1.
We Well `shall be ' : Ft. in diameter with :8 . wall thickness as a
_.
LU
minimum.
2.
Prior to deliver of .,we well 'sections to an . ob site rd es t tS
ma be conducted at the_ oint.of'manufacture. All tests eciments
. ..
.
.
shall be mat tested , and shall meet. the. permeability: - test requirements
_
of ASTM C 14 .
_
_ E
c� F T ✓ L: w v o
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y
v .;
f
3.
.." : -
Base -sections shall have the base , slab integral witlr sidewails.'
g
�
_
,
R infor in 1 hall fie to wal feel ' - ' •'
e c steel s be..'.tied
d 1 S
.. a ..
•:
A.
Wet .wells shall be rovided..with..an Interior',plastic ral
P P g -
..
recast in .the .wet well. wall. 'The :-diner shall be ock b Amero :<
}.
-
;, .. , , . +
2
>, . -
•, . .. ,
-
Cor oration :,Brea _:California.' Lining shall be whiteand shall. be
`accordance
..
Min/
installed in .with the manufacturer recommendations.`
.
.. ,
5.
The ends of each'wet wellseCtion,shall be cleaned -of foreign
g
materials. When the lock, oint is used .the void between the
r
otongue_and grooehall bcletel-ffilled w th mrtar and the
ve om
torior and exterior endfaces of the•section to ein pla ed shall
.
_
•
INSTALLATION
TYPICA L :. WETWELL IN
seat full on; the - reviousl laced 'section,
Y P Y.. P
H. P. ARIAS
t
E :
WET. WELL
_ - - -
-- - -
I
`
I I I\ RHII I I �I 1 i
-1. Wet Well shall be Ft. in diameterwith 8" wall thickness as a
minimum. j
2.._ Prior to delivery of wet well sections to any .job site, yard tests.
may be conducted,at the point of manufacture. All test speciments
shall be mat tested, and shall meet the permeability test requirements
of ASTM C-14.
3. Base sections shall have -the base .slab integral withr si'dewalls;
Reinforcing steel shall be tied to wall steel.
4. Wet wells shall be provided with an.nterior.plastic liner integral
precast .in ,the wet well wall. The liner -shall be."T-Lock" by Amero
Corporation, Brea, California; Lining shall be white and shall `be
installed in accordance withthe manufacturer -recommendations:"
5. The -:ends of each wet well section shall .:be cleaned,of foreign
materials, When the Keylock joint i u`sed,'the void between the
tongue -and groove 'shall be completely. filled with mortar and the
interior and exterior end faces:of the section to be placed shall
seat fully on the 'previously' placed section,
.-A I ASS t CIAT
CONSULTING ENGINEER
fort Pierce, fiorida
•,: ,.REPRO PRODUCTS, INC..
- � t
H. P. ARIAS
REG. NO. 18154
DATE:
SCALE: N 7 S.
DRAWN.- •lam.
APPRV'D:.,
REVIGIONS