HomeMy WebLinkAboutTavares Cove Mobile Home Park - 13694LUCIE COUNTY AIRPORT
ROJECT
ama
CANAL
AVENUE
N= 067mOOO94mM
ATLANTIC
OCEAN
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NSTRUCTION
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OWNER: WALTER J. KASSUBA & STEPHEN ABRAMSON
GENERAL CONTRACTOR: STEPHEN ABRAMSON i M
.�
IZONUVG & BUILDING 07PAgr ' T ST. LUCIE CDU-
APPROVE
STRUCTURAL n•ir�-
LUMBING
..AL
ECT TO.
.
�I! sr.,� Dap r;LDc � Qt � ovae1y
i.TlclC CODE
-fr �1tr•,•-; ise j 1
ST. LUCIE COUNTY twbiRCFmo.0 `...._...
THIS 0% MENT HAS BEEN. REVIEWED WITH RESPECT TO
TFT CpgT").G QOGOM S. ANC: S ap9"wF s NOTED
is ��AtifC::E1 pNIS"g E..
S RC` v:wItQ C3 sHr44
AP?RCY�!5 D9 NiT A^?L� TO F'F'•r'nQ:f DtilEMi:')�'S
OR DETAI LS fi'16H CEINf, TPE ^cy'.p'S'f't,lrJ pF..'k'E
CONTCR;TO'I: {'OR OD THEY REL1E�6 :q r,�nNTRACTOt O"
THE °F.SpONS�G'LlTB FORIFIC
CONFAEtj9NCE WITH_CONTNACT
VRPWINGS RLEEON FORC.EACHA NH lIDUAL Sp IS lr� IATION.-
ENGINEER .
COUNTY EN N
10) Zf) / 72 _ ev
--
I OF 11
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76
129
75 I
130
1
1 74
131 132 133
a
7A
249
"243
242
241
240
244
246
245
247
248
250
232
233
234
235
236
237
227
228
229
230
231
65
R1PTION
LL ��
A tra,;t of band Iying in the southeast quarter of the nortlmcst qu<,rte r of
st' (ti«n ?i. Township �4 south, Range 4t east, it Fort Piers, V)orida,
164
; ,+ ,`:
�,
heing in St. Lu, ie County. Florida., hexing more part t,u}.:ir1Y If scribed as
31
follows:
22 �r
a,
�p
O Fcir r?nnrt of =a1e1 i nee. a+flmmence at the c�nntr'r o1 :if rirnn r,{" said
ao r.,Fr,,. r.:. Rn,-kl caul non nt hi,t ri v or the rd fite riV
l
211
212
213
204
205
W6
207
208
209
2-10
214
134
135
136
137
138
139
140
141
142
143
144
I
MOST LOTS ARE 44.00' BY 85.00' ST. LUCIE COUNTY
'iU IJ
REGULATIONS REQUIRE A MINIMUM OF 10' BETWEEN
g
47
MOBILE HOMES AND THEIR APPURTENANCES AND
_
t€�r
149
OTHER MOBILE HOMES AND THEIR APPURTENANCES.
ro
THEY ALSO REQUIRE A SETBACK OF 15' FROM THE
r L�
CENTERLINE OF ROADS AND 25' FROM PERMANENT
48
STRUCTURES.
eft �i
I
THIS PLAN SHOWS THE MAXIMUM SIZE MOBILE HOME
a
145
FOR EACH LOT.
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SUMMARY OF QUA
DESCRIPTION
UNIT I QUANTITIES
LUMP Sc1M
UMP sUAA
GU , Yp,
'SQ , YD,
SQ, YDa
UN,
L.1u,
ZW
dr-(ea
2W
GornnndJ
6KW-K— Oft C
AT C.OAET
No "5W.Cl
ST. LiIgE Murry ENGINEERING DEPiARTYENT
DOCUMENT HAS BEEN REVIEWED WITH RESPECT TO
OPTRAr,T DOCUMENTS SAND*
IS A^^7OVER l�l IS APPROVED A: NOTED
IS NOT APPROVER ❑ SHALL BE REVISED J,
RESUBMITTED
APPI 9 00 NOT APPLY TO FABRICATION 014ERSIONS
OR DETAILS, SUCH BEING THE RESPONSIBIU,v OF THE
A CONTRACTOR; NOR DO THEY RELIEVE THE CON'��TOR BF
THE RESPONSIBILITY FOR CONFORMANCE WITEr TRACT
DRAWINGS UNLESS SPECIFIC APPRBYAL IS NO'l BY THE
EIGINEEN HEREON FOR FAC11 INDIVI go ZD0N.
DOM
!
e q '�,a � v�•r,YT".'ksY+`"rvi?'. ` R�"�t € +a.. s. : "1�:',s G:
S.T. Low muffs' ENGINEERING DErARTNEJIT
THIS DOCUMENT HAS BEEN REVIEWED WITH RESPECT TO
I� THE COP' ACT DOCUMENTS AND:
IS A" A`."'"' q IS APPROVED AS NOTED
p IS NO' APP'tJYED p SHALL BE REVISED i
RESUBMITTED
APPROV4!4 DO NOT A°PLY TO FABRICATION DIMENSIONS
Cr O'.AILS, SUCH BEING THE RESPONSIBILITY OF THE
NOR DO THEY RELIEVE THE CONTRACTOR OF
T"'OMIRILITY FOR CONFORMANCE WITH CONTRACT
^-) '" '74LESS SPECIFIC APPROVAL IS NOTED BY THE
ENC'NFES E:E?EON FOR EACH INDIVIDUAL DEVIATION.
WATY ENGINEER
--- - BY
DATE
r
CONRAD W. SCHAEFER CONSULTING ENGINEERS. INC.
PALM BEACH COUNTY, FLORIDA
TAVARES COVE
AT FORT PIERCE,FLORIDA
TYPICAL SECTIONS & QUANTITIES
DESIGNED
DRAWN
CHECKED
C. NO.
DRAWING N.
G S
RY
CS
3- 71 -008
DATE
SCALE
APPROVED
FILE NO
SHEET OP' 11
MAY; 7I'
-
C S
S
T6 - --�
CONST 205'OF 15"
CP(a 0.37
I I Ac.
1422
a
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CONS CB.3
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3
INV. L.1064
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CONST.I O'OF
RCP qQ .20 %�2'
CONST. C.B.4
13.93
IW EL. 10.26
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CONRAD W. SCHAEFER CONSULTING ENGINEERS. INC.
PALM BEACH COUNTY. FLORIDA
PAVING 81 DRAINAGE PLAN
TA`✓ARES CC'VE
AT
FORT PIERCE, FLORIDAFLORIDAAT FORT PIERCE, FLORIDA
DESIGNED
C S
DRAWN CHECKED JOB NO DP P'ING NO.
B.H. C.S 3-71-012
DATE
SCPLE
PPPFOVED
FILE NO.
SHEET g Of II
JUNE'71
I"=60,
as.
PROPERTY LINE
20'TO BE PLANTED AS A BUFFER ON ALL PROPERTY LINES
-
REAR LOT LINE
4 4' - Z
O _ WATER
24 SOD
N
w
O
LL
0
C
O
0
_J
Q
U
F
'4
a
METER CAN .- 100 AMP,'
MIDWEST P-55 F POWER PANEL.
5 x G "x 7' 0" R.C. POLE
!4" .x F' Gf LV. NIPPLE W/ 2 2,3 14`4
lfIGID COND
- i,. a . , �
n{ 3 agg
1�-�`3rte°w� ✓ '`�kk2 S a
3r"'23"' F.4i'R�R+�fiF�W.,c bk,
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'IISIDIU OF THE
Olt ®E�wM SUCH ®FIND THIE NE O
E'OKi g,!r!t Wilt 004M DELI THE CO OR OF
THE REq*SN%MILFTTffOR CONFORMANCE WI CONTRACT
DRAWINGS P"IE58 iPECIFIG Arpt29_VAAL�IS OTED NY THE
0%fNEE# IIEREM4^°FOR 1N1t�1,
p1iNlyA
�4 N a'r 111
r "F rxp#ui. 7 r
p� ,R
f.Mj iF,lUr..
CONRAD W. SCHAEFER CONSULTING ENGINEERS. INC.
PALM BEACH COUNTY. FLORIDA
TAVARES COVE
AT
FORT PIERCE, FLORIDA
LOT
LAYOUTS & ELECTRICAL
DESIGNED
ORgWN
CNECKEO
J06 NO.
pRAWING N.
C S
C S
3- 69 -009
DATE
JUNE'71
SCALE
1= 10'
APPROVED
C S
FILE NO.
SNEETC OF 1 f
J
-EXIST. BRYANT ROAD RiW -•. %'.- -'----
54 o,54 r a
N.Oi 02' 45" W: 1343.50
I8.0 170 15.4 _
-.
_
12.94-- 14.00 M.H.4
M.H.I 352 40% M.H.2 264Ca .40% M.H.3
175 q A
A
14.50
in 13.09to
Lo
In .
17.64 15.5 ,
I17..0 I 16.0 in 11.64 12.41 ;n 12.50 13.8
1 14.00 13.00 M.H:6
308 .40 % RA. H . 7 216� Q 0.40 /o M. H. 8 10.80
14.5
r! -
M. H. 5 11.50 M.H. 10
STORM SEWER.
_ M.H. %
T-1
O
CONST. 350 OF 4"PVC (lj O
FORCE MAIN TO WEST O d
PROPERTY LINE 81 S
LUG.COST IN LIFT p 55' a
TION LUMP SUM o m
a N
" I 55 u')
CON ° i
LIFT STATION w
F
M
in ;n 10.88
: - - An
14.3 M.H.12
8.35 383 O. % H.13 O 4 ,n' . '
0.
M.H.II 190 15.2 N , m
1 5 z
%�
7.59 6.78 7.93 \ - 10.80
13.2
55. 0 _ 15.5 9.74
•30% 8.46 �
10.46 g0° ° M.H. 16 30% `
13.2
° M.H. 14 1 0.30% �0a� o p I H.17 I 9x;
r �t,
i
y
N
m
55
+A _
15.5
{e u w -WATER DI.'
3 1 26 0.4006 M.H.37
15.5
10.52
S. 000 37' 56" E. 1234.42'
-.sIM
M�H.229
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MANHOLES
'�"^� L's 1, " e ,,19
MANHOLESv13
S
�ls4.,MANHOLE
rMANHOLES
LIFT SrATION COMPLE,
VERTICAL RISERS
156
LATERAL RISERS
95
CONRAD W. SCHAEFER CONSULTING ENGINEERS. INC
2 20
15 35z'6Da¢0/ z6a�04o
i 15
/4:S'O
6 w /3, 09 /2 9¢ /4 00
/3 00
10 10
r<,
K
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/ �4 'V (/) "'— --f//S
10 /76C 030% /90(ivo /d8@4.30 /3/'CP03O% 264�040
935 9.74
»3 8.46 903 •24
IS'"RCP—A
5
LINE D
AML-
44h /¢
15
10
5
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03
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1'H13 DOC!M1EN'f RflMEWE0 WITH
THE (X +�sM 1 ry
o a5 ec;�A sm n M Rrr
S
[] SMWI RIAMg: i
orl
125'
125'
1 —;7Y.CT RRVQAIT
Pnan
Ri W
El
- - -- - --
1
;_.lIt-jr-
ir r= l A—rl-�
------- -- _ 54 EXIST LOWELL ROAD R/W
12'45°W. 134150' _ —
AII -- 4
GATE VALVE, IRON BODY, BRONZE MOUNTED, MEETING AWWA STANDARDS "CLOW" F-5155 OR EQUAL.
TEE, CAST IRON, 'RING TITER OR EQUAL.
1 ` 90° BEND, CAST IRON "RING TITE" OR EQUAL.
8
06
411c\j ` 450 BEND, CAST IRON "RING TITE' OR EQUAL.
- ♦ GROSS, CAST IRON " RING TITE " OR EQUAL.
ro
-0) S4 SAMPLE POINT 8 NUMBER
un
�00 00 F2 2 FLUSH HYDRANT AND NUMBER.
z
45" E.
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SUMMARY OF WATER
QUANTITIES
DESCRIPTION
QUANTITY
4°
PVC WATER MAIN
6525
6"
PVC WATER MAIN
3850
4"
GATE VALVES
6
6"
GATE VALV ES
7
1"
PVC HOUSE SERVICES
251
NOTE: THE COST OF ALL FITTINGS OTHER THAN GATE VALVES TO BE
INCLUDED IN THE COST OF WATER LINE PER LINEAL FOOT.
RV
5•
F REAR LOT LINE ON PERIMETER LOTS
Y
BACK TO BACK LOI%RADE
-\ T.V. I�
Va\��
WATER TELGAS
12"
PRI. - = SEC.
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NOT TO SCALE
CONRAD W. SCHAEFER CONSULTING ENGINEERS. INC.
PALM BEACH COUNTY. FLORIDA
WATER DISTRIBUTION SYSTEM
TAVARES COVE If
I AT FORT PIERCE, FLORIDA
DESIGNED
DRAWN
CHECKED
JOB NO
DRAWING NO •'
C S.
B.H.
C.S
3-71-012
DATE
SCALE
APPROVED
FILE NO
SHEET 8 OR I I
JUNE'71
I"= 60
r.s.
IMI
9
N
FLUSH HYDRANT DETAIL
NOT TO SCALE
z
z
10 ) I"DIA.TYPE 'K" COPPER
ro
CORPORATION STOP
WATER MAIN
TYPICAL SAMPLING POINT
DETAIL
NOT TO SCALE
4" V. C. I BEND
V.C. WYE f
�4)_
NOTE: MUST BE USED WHEN DIFFERENCE �—
OF INVERTS IS SUFFICIENT TO PERMIT _
INSTALLATION OF TWO TEES AS SHOWN,
IN GENERAL WHEN SUCH DIFFERENCES
EXCEED 2 FEET.
ALL MANHOLE FRAMES AND COVERS
FLUSH WITH FINISH GRADES OF WALKS,
PAV ING, SWAL ES, ETC. \
-71
DETAILS NOT SHOWN ARE TO BE THE
SAME AS TYPICAL MANHOLE. Z- -
—7' 4
a:
5" 4'_ O
CONCRETE TO CONFORM TO Q
Z_ INVERT OF PIPE
Z PLUG .
\
Za
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DETAILS OF DROP MANHOLE
SCALE:
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WORD "SEWER"
CAST IN TOP --__
N
3 PVC NIPPLE FIELD CUT L
TO REQUIRED LENGTH
3%4" PIPE INSERT ADAPTER /
cn 4" V.C. BEND
W_
dl=fh>>l
1.00% MIN. SLOPE
H
a
Ill
0 4" V.C. PIPE
III r4"
UNDISTURBED SOIL1
C.
L CONNECTION
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F F, THRUST BLOCKS AT ALL BENDS,TE ES, ETC. AS
SHOWN.CONCRETE IS TO BEAR AGAINST UNDISTURBED
SOIL AND SHALL NOT BE BACKFILLED UNTIL J
a APPROVED BY THE ENGINEER. COST FOR ALL
THRUST BLOCKS TO BE INCLUDED IN COST OF
a PIPE PER FOOT. a
MTM
�3" PVC PLUG - FINISH GRA , WORD ° SEWER"
� x
DE CAST IN TOP 3" PVC PLUG' zip 4 e
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PRECAST SEWER TERMINALiL
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w"
\
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13.5
SPARLING MFG. CO. OR
DIA.
N
APPROVED EQUAL.
-
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NIPPLE
FIELD
a
CUT TO
REQUIRED LENGTH
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TYPICAL SEWER SERVICE CON
SSW-• •
as .,, 'ua _.
A
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A
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SECTION A -A
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1
C.I. MANHOLE
STEPS- 15"0,
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��- WATE 6 T RIBUTIOYSTEM NOTES
g 1" THE SCOPE OF WCnK FOR T S WATER D° TFIBUTION SYSTEM REQUIRES THE CONTRACTOR TO FURNISH
ALL EQUIPMENT, MATERIALS l TABOR FOR EXCAVATION,TRENCHING,INSTALLATION,BACKFILLING,
TESTING 3 DI31 CTIO :SAT1�4,FACTION OF THE ENGINEER d THE FLORIDA STATE BOARD OF HEALTH.
FINISH GRADPlrufi
L_ ALL W4 A LL BE PVC PIPE ME
MANHOLE FRAME 3 COVER I `=.'`Yr< r �tq = NG ALL REQUIREMENTS OF ASTM D 1784, AND SHALL
SEE SPECIFICATIONS ;.E MADE Otu�=, VIRGIN, NSF APPROVED YPE f GRADE I PVC, DESIGNED TO WORK AT 160 PSI ¢ 73' F.
COUPLINGS SHALL CONSIST OF A HEAVY TAPPED COUPLING AND TWO RUBBER GASKETS SUITABLE FOR
THE PIPE SIZE USED FITTINGS SHALL bL
>1 IRCN,RING TITE, SHORT BODY, r .,LASS D AS A STANDARD.
1/2" PLASTER COAT CEMENT MORTA tsl T
*r 3. H. CO.NTRACTGR SHALL DISINFECT THE SYSTEM ACCORDING TO AWWA BULLETIW C-601 d PALM BEACH
(NO LIME) ps � 7 u x Y HEALTH DEPARTMENT FIELD DIRECTIVE 101. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE
•., �u-, a ;i WEEK PRIOR TO SAMPLING SO THAT THE ENGINEER MAY NOTIFY THE PALM BEACH COUNTY HEALTH DEPT.
RECAST CONCRETE CONE 'k
v
4
r s ALLWATER MAINS SHALL HAVE A MINIMUM COVER OF 2-G'; MAINTAIN A MIN. OF 1','HORIZONTAL CLEARANCE
' " = 3ETWEEN SANITARY SEWERS. CROSS ALL WATER LINES A MIN. OF 18" OVER SANITARY LINES OR USE 20'
NOTE: THESE UNITS SHALL CONFORM TOT E OF CAST IRON WATER LINE CENTERED ON THE CROSSINC. IF A SANITARY SEWER CROSSES OVER A WATER
A t A REQUIREMENTS OF THE" STANDARD
LINE USE ?0' OF CAST IRON FOR BOTH IF THE VERTICAL SEPARATION IS LESS THAN 18:'
^PECIFICATIONS FOR CONCRETE MSONARY
(NITS FOR CATCH BASINS 3 MANHO;LES" 5. WATER LINES CROSSING ROAD R/W'S SHALL BE BACK FILLED TO 100% OF DENSITY USING AASHO T-99 SPECS.
A.ST.M. DESIGNATION 139
r, 6; THE WATER SYSTEM CONTRACTOR SHALL COOPERATE WITH OTHER CONTRACTORS ON THE SITE 3 SHALL SAVE '..'
° THE OWNER HARMLESS FROM ANY CLAIMS RESULTING FROM HIS WORK. THE ENGINEER WILL ACT AS
LIwl TRATOR FOR ANY CLAIMS RESULTING FROM THE WORK AND HIS DECISION SHALL BE FINAL.
7 THE ENTIRE WATER SYSTEM SHALL BE PRESSURE TESTED A 125 "SI, FOR 4 HOURS BY THE CONTRACTOR TO
14,
THE SATISFACTION OF TH
�5 E ENGINEER
COAT CEMENT MORTAR
1/2" PLASTER t, CA?E VALVES SHALL eE CL0 ,
Z (NO LIME) 41 . .
z-- ";k t ✓ „ 9. THE COST OF ALL APPURTENANCES OTHER THAN GATE VALVES TO BE INCLUDED IN COST PER LINEAL FOOT
LINE.
fimSi .,.`.,x�
n CONCRETE n
' FILLETS
Z CONCRETE FOOTING 94 RODSCa) 6.0,
A ° - Z EACH WAY OR 4 x4.y6 WIRE MES
�I' POURED IN PLACE
A A 4 4
5-6" SQUARE
%awl
TYPICAL MANHOLE DETAIL
SCALE: I"= 1'-0"
CONRAD W. SCHAEFER CONSULTING ENGINEERS. INC.
PALM BEAC 'COUNTY, FLORIDA
COVE
u T FORT PI CE, FLORIDA
W` R AND SEWER DETAILS
DESIGN[. DRAWN CN[C..0 JOw NO Dw•WING NO
C.S. N. B. C.S
DATE SCALE Oi
AS SHOWN C.S. 9 11
GATE VALVE WITH NON -RISING STEM\
IOWA LIST 12 BY Ir CLOW11
2_
LIFT STATION PLAN"W.
s
.5----DUPLEX-ELECTRICAL CONTROL BOX
C, NEMA= ENCLOSURE.POWER SUPPLY 3 PHASE
FED UNDERGROUND. SUPPLY 110 V. POWER
RECEPTACLE. WWI
,,. ----- 3/4 AIR BLEED LINE W/GATE
B _
/58110/0 EACH WAY
t
I
ALL SUCTION AND DISCHARGE PIPE
SHALL BE 4"-125 LB STANDARD
FLANGED CAST IRON PIPE UNTIL
DISCHARGE PIPE GETS 30" UNDER
GROUND AND THEN USE 4' P.V.C.
FORCE MAIN
3'6 &,JgB THVI, IN 1 I/2:" UIT TO 1
POINT` SERVICE AS ED BY FPP .CO.
FLOAT CONTROL SWITCHES
BELL MOUTH INLET FITTIN
I. CLDW rr F - 1440
io
I
CLAMP SUCTION PIPE TO
WET WELL TO COMPLETELY
SUPPORT WITH NO WEIGHT
ON PUMP
-ARM LEVEL
JMP a2 ON
JMP At I ON
'UMP_OFF
P®8rr0/C EACH WAY
to
I
N
4"CI VF
-—--
REINFORCED, CONCRETE PIPE
�if N
CONSTRUCT 16r OF
8r V.C.P INFLUENT LLNE a Q40%
FROM MANHOLE 12.
—ii�ff2z
SPECIFICATIONS
ell A-
v
v�
1�
I I. FURNISH
AND IN TALL A DUPLEX PUMP ORIEEM USING SELF -PRIMING SEWAGE PUMPS AS MANUFACTURED BY "HYDR-O-MATICrr PUMP CO. SYSTEM SHALL INCLUDE 2 PUMPS,
(` ro;, S TO MAKE A COMPLETELY AUTO MAT IC, OPERATING SYSTEM.
to ern
d{1 2. EACH PUMP SHALL HAVE A CAPACITY OF 78 G.P.M. AT A TOTAL HEAD OF 35 ' WHEN OPERATING AT A PUMP SPEED OF 1`200 R.P.M. WITH PUMP MOTOR RATED AT 5 HORSEPOWER.
PUMP SHALL BE MOUNTED ON A FABRICATED STEEL BASE AND CONNECTED TO MOTOR WITH A DODGE DYNA V-BELT DRIVE. BASE TO BE CONSTRUCTED SO THAT MOTOR CAN
BE MOVED TO ADJUST BELT -TENSION WITHOUT DISTURBING PUMPS. BELTS TO BE COVERED BY A PROPER BELT GUARD.
fi
vF 4. PUMPS SHALL BE OF THE SELF -PRIMING TYPE AND SHALL PASS A MINIMUM `` IA. SOLIDS THROUGH IMPELLER AND ALL LIQUID PASSAGES. PUMP SUCTION AND DISCHARGE
" OPENINGS SHALL BE 4 II 125 LB. STD. BOLT FLANGE -
1
5 . PUMP SHALL BE PROVIDED WITH A REMOVABLE SUCTION ELBOW AND PLATE THAT CAN BE REMOVED WITHOUT USING WRENCHES. CLEAN OUT PLATE SHALL BE PROVIDED
IN THE DISCHARGE CASE AND IN THE SUCTION INLET HOUSING AND BE HELD IN PLACE WITH STRAP CLAMPS SECURED WITH QUICK TIGHTENING HAND NOBS. ACCESS TO
9J" CHECK VALUE IMPELLER ANU VOLUTE CASE OPENINGS SHALL BE POSSIBLE WHEN PLATES ARE REMOVED WITHOUT DISTURBING ANY PIPING.
6. RUMP MOTORS SHALL BE DRIPPROOF, TOTALLY ENCLOSED, EXPLOSION PROOF WITH "TROPICAL" PROTECTION,
ji
k 7. PUMP MOTORS SHALL BE THREE PHASE.
ii B. EACH PUMP SHALL HAVE AN ELAPSED TIME METER.
�i 5.. ..
9. THE CONTRACTOR IS TO PROVIDE A I°WATER SERVICE LINE TO LIFT STATION WITH A DOUBLE HOSE BIB RISER & APfaROVED BACKFLOW PREVENTER.
WA
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.. y
@
y` e , War d.-M1F+ �Y
NOTE 1
�.,��a_,'�
.�
� .-�
THE CONTRACTOR
MAY, AT HIS OPTION, SUBSTITUTE
A PACKA
LIFT STATION IF
IT MEETS
ALL SPECIFICATIONS. COMPLETE
SHOP DRAWINGS
ARE THEN
REQUIRED.
r
IGN CRITERIA
a
250 LOTS x 150 GPD = 37, 500 GF
37,500
1440 ' ° 26 GP 178 GPM
SUCTION LIFT = 15 r {
350' OF 4" PVC = 0.37 (3.5) - 1.3 ' +� ,
t3100r OF I' C.LP. FORCE MAIN = 4.12 (3.1) _
1100' OF EXISTING 6AFORCE MAIN TOtITY
OF FORT PIERCE LIFT STATION-ASSUME15t1.3+ 12.8 t 4.0 = 33. 1 SAY 35 "` - , y .__
RMYIEMMJI r*/iomyTO
Nw. 1
4 �° R' NOYEt
NOT
CONRAD W. SCHAEFER CONSULTING ENGINEERS.. INC.
PALM BEACH COUNTY, FLORIDA
TAVARES COVE
AT FORT PIERCE, FLORIDA
LIFT STATION DETAILS
DESIGNED
DRAWN
CHECKED
JOB NO.
DRAWING NO.
C.S.
H.B.
CS.
.ATE
SCALE
'/4r'=1'-Orl
APPROVED
C.S.
FILE NO.
SNEF-101,
11