HomeMy WebLinkAboutWeatherbee Heights 32380k
A
J t
WEATNERBEE ROAD
S/TE 4
Developer must obtain a Cf
a Protessionst ror
tDry that the
struled to Cc
ST. LUCK bbUgh. tNtIgi!AMbfAhe P,ounb9
This document has been nt and:,
by
ti is Approved
�� Is Approved As Noted
(] Is Approved Shall be Revised And
® Is Not Appmv� Resubmitted
Subject to the provisions of applicable Cr from
v_ Standards; should actual site conditions differ front
those represented herein, any approvals hereon are
null and void and construction of Improvements
covered by such approval shall cease until plans
have been reapproved by the County Engineer..
Approval does not relieve the designing Engineer of
responsibility for com"at""' of all details: dimensions,
or does it relieve the c4nstructot
n
and conditions; to applicable County re9ui ementt;
from confotmi;
uniess so noted by Coup E in
I4Jz7 By �soUN..F.+eu+EER
OATE
S
t
N a u wx
} M
Tow S
surveyor�il
stuart, florida
33494
r4
J
4
2
a
II
I
1
Y.
x
-
WEATHE RBEE ROAD
-
-
M
-Ni}-
— -- _—
-----
ZO' UTILITY
EASEMENT
ct
65$.//'
PROPOSED CULVERT
II RASSGWELL POINT
b.
_ p
O
h
a8
Wip
_
�j
FiANT�
SMBIL2ED EMERWAVY 8
VEHICLE ACCESS
08
W
o
W o
R 00
-
N I TRASH
TRAS
N
2Q' �
24A --If y I
50.00 - -- � 19 A /30. 00' 5A --- -4.00'
REO. 24B� - — \ REO. - /B REO.
34.00' \p /9 B128.00' 5B 'p 34.00'
25A ^ ^ `, ' a 2 A a
20 20 26' 20'. 20, 20A OPEN 6A 20' 20' 26' 20' 20' - _-- ----►{ 20'
25B REO. AREA - REO 2B
— - 6-3 00 - 208 6B
p g 21 A 7 A HANDICAP
hxh J
HANDICAP 21B 7B
1114 22 A 8A N
26A o6' - oal 3A
-- REO 22B v~ 8B 06' -�
20'UT/L/TY 126E 65.00REO 3B
EASEMENT 20' 27A 23A 1,3000' 9A ^ 65.00 4A
.. REO. - _.-_—
� 66' 238 /2B.00' 98
50.00' 27B _ _ _ _ _ 4 B 3400'
REO. 34.00
3400' REO.'
^ SEWAGE TREATMENT
J I C PLANT
O
R -PROPOSED CULVERT N
og
20' UT/L / rY
EASEMENT
O� N WN II OR I _
UPRO OS D
CUL
50.00'
28 A
34
36 A
00'
I
28 B .�
pi
^
368
�~
J
106'
--
29A
65Eoo
35A
h
298
N
— _
358
HAND/CAP
\
O
34A
0
0
huh
34 B
33A
N
30A
20
26' M
20'
REO
3B
3
308
. 63.00
0
32A
14A
50.00' 31 A 130.00' ---
REO. - REO.
34.00' 32 B 128.00' 148
3/ B
20'
GBA s s
STABILIZED EMERGENCY p 4i O
VEHICLE ACCESS R N
121
650.24'
POINSETT/A AVENUE
4
f1
i�
1
.p
r
`
s.
41,
r .
k}
N
b h
Y
I
r .. v
u „00116 IN
r ..
..r ,.. „
106' _
REO
65.00
/8A ---TO BE PAVED PRIOR TO C.O. OF UNITS 11_-I
3400' PROPOSED
/8B REO.00 CULVERT
17A V.
F\R
178
16A
20 26' 20
20'
O168
63 00
15A
34.00'
d
REO.
/5B
TRASR g
L
O
—
20 UT/L/TY
EASEMENT
n
EXIST/I
CucV,
44'
44'
BUILDING HEIGHT: 28'
NORTH
SCALE / "= 50'
i
REVISIONS Joe No.: SHEET TITLE
lV
BY DATE DESCR/PT/ON FIELD K.: SI TE PL A
PROJECT
FILE "°: WEATHERBEE HEIGHTS
/oo - o/
W -l:i .MATHERS 6 ASSOCIATES T l
DRAWN BY: CHECK BY: PROF SSIONAL ENGINEER ENGINEERS - SURVEYORS
R. F. P. JR. W. J. M. FL OR/DA CERr. NO. /9658 DESIGNERS •LAND PLANNERS • CONSULTANTS OF
SCALE. 4/ KINDRED AVE SUART FLORIDA
i
.,
,.. . , .. 9 2 e/ / 50 (305) 287 0525
j5 j5 9
-- -
_- *(1�25
155/35FOUND/RONROD /50 /4540FOUND 4'x4/
I
314"1
/45
4 �
,
K
y.
/50 05
/6..0
SET 3/i"/RON I
/60 /
/65
/70
I /7.5/
/&0
/
B5t
/Z5 /60
iO /55 /60 - /70 I 1
/65 SR904.9,OF,.,F
.., NORTF/EDGEOFD/RTROAD
FOUW l h
N
b
T :4x '-"Pv�
nf+-+'*T't. ^- v i.+'N.m'SC�. G+...vmwhn;".AP�p�"•tS+R+..li£: N43k�.�. .}F.'^„5'.
J 'V`i2'^i
O1
SCALE: 1" = 50V
1 IJ
.n
.4
h.:a
P�
r•
4
t
�v
ti
43��k
�2a�rrc�x
r
,.• «ar. ..'3F f+ S � a !i� ..a
`✓ K l., vye9-�.F
y
'=.
s
SURVEYORS CERTIFICATE
REV/S/ONS
JOB NO:
100- O8
WEA THERBEE HEIGHTS
/ HEREBY CERTIFY THA r THE PARCEL SHOWN HEREON /S A
BY DATE
DESCRIPTION
FIELD BOOK:
TRUE AND CORRECT REPRESENTAT/ON OF A SURVEY, MADE UNCER
82- 08
F01i414"1. NW 001l/3,BLOCK/O
MY SUPERVISION AND DIRECT/ON AND THAT SAID SURVEY /S ACCUR-
ATE TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT THERE
FILENO:
N%Q� _ ;v TOPOGRAPHY
ARE NO ABOVE GROUND ENCROACHMENTS EXCEPT AS SHOWN.
I hereby
"Map
NOT VALID UNLESS SEALED WITH AN EMBOSSED
MAi
SHEET Ni
3 ASSOC/A TES
certify
that the above of Survey" meets the minimum technical
SUREF_ YOR'S SEAL.
ii
standards of Rule
21HH-6, Florida Administrative Code, as set forth by the
Florida Board of
Land Surveyors pursuant to Section 472.027, Florida
�c18
DRAWN BY
cHECKEgBY:
ENGINEERS SURVEYORS
OF:
Statutes, also:
'�OBERT M WATFORD
M. MC CUE
RM.W. /✓.S
DESIGNERS
LAND PLANNERS •CONSULTANTS
PROFESSIONAL LAND S VEYOR
DATE:
SCALE:
295 FLORIDA ST. STUART,, FLORIDA
s rATE OF FLOR/DA, NO 3171.
5112182
1 = 50'- 0"
(305) 287 - 0525
r X X/53 -�-> W .XIS/ .— -_-__ -- p W L //NKEL.I3.4 016� FOR IJETA/LS X /5. C )(15. 6 0 2 b ` „' N J165X/687X/6.O o t! HEE O X /5.6 N SEE S TN0.4 / 4RFa R �EN7RANCE T7 WEATHERBEE HEIGHTS�IX/3.90 _...�. /$TA 3�5646, EL.
•
/'.TYPES -I, ASPHALT/C CONC.
*11111TAlil-"I"
✓O NO.
2O
30,
REV/S/ONS '
SHEE T T/TL E
30'
LE
6' /0'
/O 6�
SWALE
6"LIMEROCK COMPACTED TO
8" STAB/LIZED
SUBGRADE
^+'�"'`*^„3-
'�„' ".A`"`
- 0/ DRAINAGE PLAN
HOULDE
i�
OL20E
SEE OEM& 'A" 98 % OF AASHTO, T- /80
COMPACTED
TO 98 % OFAASHR9 T--/80.
BY
DATE
DESCR/PT/ON _
""
L
"
W/75P.S/
FB.V
�.
.,;'y" ,,� 'kOh✓
PRO✓ECT
06L
//-9-BZ
ELEV BNOTES
Zs
I/
6"UMEROCKCOMPACTEDTO SEEDETAIIL
p'f
�/
.,
,A
M~ � ``
;��E "�; W�,4THERBEE f�E19HTS
MN%
�Z.19-82
,�EU�S'E �CVA-n01J .,
—1
4
98°/nOFAASHTO,T_,BD 4
4
SECTION
B—B
..M ��
4
'
SEEDETA;L'A"
MIN 8"STABL/ZED 70 75P5/ FBV. 9
COMPACTED TO 98% AAS//TO, T- /80
r--
_
.� H T N�!
ASSOC/AYES
/4
tN
N. T S.
•-
MATHERS
M/N.Aff
PROFEs [ '
ENGINEERS SURVEYORS
DRAW N BY:
CHECK BY:
'-
SECTION DD=D .;,
"'
z
R F: P JR.
W J M,
FL oR/p
DESIGNERS LAND PLANNERS CONSULTANTS
,
.
'`
41 ED AVE STUA FLOR IDA
£.,
� TIE:SAL
..>
..,.
1. :.
„
-50
.ems -ems
��
. �.-
w...
x.=
.. .'... ,, �+u ...
..
i
MIT
r`7m
T
N�
7777
7
771
"TIT'll"Tr
711,
777--,
=,,
'7"'
CaINTY DRAMOGE CALCUArIONS
PAVEMENT
CO2
k.,
(D
Q
CM
U)
0
P'.
co
C4
Mrl�
I
I
C)o
cm
co
(n
IMM
17E
ol
Nunn
uj
w
Lu
Uri
Lu-
a
ism*
z
ui
rd
co
0
0
0
CL
C-1
>
4)
cm
U);rt
00
04
0
za
Lo
O
CV)
we
NORTH
I� E
SCALE-1 = 30,
—20' of /8"RCC1WP COLVERT(EOU/V)
14/6' I�I
STA. 3+56REGINA DR
.46
L. /64/
' 45'of 18"B. C. C.M.P CULVERT(EOU/V)
4foo — 5+00 6t00
I
25 RAD STA. 4+66,93
1700 1 16.87 16 75 Lx� 14.00 EL EV, /6. /9
x /43
STA. 64- 65.00
EL. 16.58_
�EX/STING GRAVEL
VT. EL, '14ft9/5'of/8"8CCMPCULVFRT(EOIJIij,� I I
jj �E1T1 M0
O �I
O 0.20 /° SLOPE
MATCH TOEX/STPAVEMENTE E--�� �D ' " 0,20%SLOPE
\ 0 60 OFI8 EOUIV 8CCMP �—
�� WEST _SW
EL./4.8 r--------�
/5 C.L. WEST SWALE
— — — -- — — —. — — EL. /4 6
EL. /4. 30 I
EL. 14. 18 W 08, TOPEL. /4 0
W/NV/4.3 0.20% SLOPE---- --- �---------
E/NV/4/ --- -----_ —
------—.----0.30%SLOPE —
E CB, TOP EL. 1325 _ __ - EL. /4.3
�18EOUIV. B.C.C.M.P. EAST SWALE o LO — — — — — — — — — �-
0.53% SLOPE
0.20 /° SLOPE— C.L. EASTSWALE
W
.
uMi
„
�W
Ix
' /O
W
.
r
W
p
r\
O
J
2
�
_
W
0+00
0+40 /+00r
I it
�t
60' R/W
7' 2
5'. 6' _ 20' PVMT
MAZI EX/ST
SEE NO IF
GRAOE
EL 1472
EL. 16.92 \\j
per/'
r /' //2"p
3
SECTION F.
AT STATION 1+00
/8"EOU/V. 8.CL`MP-v" 11W al WC8, EL. 12.0
AND EASTAND WEST
CATCHBASINS U_�^ INV o1 E. CB, EL. //.25
ROAD —
STA. 64-85. 00
MATCH TO EXISTING
MATCH TO EXIST
d
Me
emu,
I
04
� 1
clQ
i
Q
Y�
J
LL
FCL
06
Li
Z
04
LLI
CC
Y�
4
POINSETTIA AVE.
b
s
0
O
a
P
••
N �
N op
N
N
N b
N N
N
N N
N O
Nh)
�o u�
cD N
cp
b m
.O
%'b
�n
fir\
/+50
2+00
2*50
3+00
3*50
4+00
4+50
5+00
5+50
6tOD
6+50 6 +65 6+85.00
x
PAVEMENT NOTE:
HOR./ = 30
PAVEMENT MATERIALS TO BE AS FOLLON;
QD
VER.I= 2
A) I" TOP LAYER OF TYPE S-1 ASPHALTIC CONCRETE.
U.
B) MIDDLE LAYER OF 6" LIMEROCK COMPACTED TO 98%
a1
H
OF AASHTO, T-180.
..
C
------
C) BOTTOM LAYER OF 8" STABILIZED SUBGRADE COM-
s
Z
R E GIN A
DR.
PACTED TO 98% OF AASHTO, T-18'0 14ITH 75 P.S.I.
F.B.V.i`
Y
"
--
---
R
4)
4
6' 75' 2' 4.52'
S'
6'
20'PVMT
fi 75' 2' 4.
2' 6'
6' 20'PVMT
6'
t
5' 2' 7'
7 GRADE
EL. /3.98 MATCH EX /ST
M
t
N
Fj,AfiWI
TOP EL. 15.50
S. /NVT. £L.12.50
50.00'
REO.
34.00'
\l
TOP. EL. 15.50
N. /NVT. EL.11.40
E. /NVT. EL. 11.20
S.INVT. EL.H.60
M. H. //
TOP EL.I5 50
N. INVT. FL.12.
WELL NO..2---'��-
o°
o g
/-6"TEE
�
N
- 6"GATE
TRASH & BO.
000
2 go
ti
0
50. 00 '
REO.
34.00
6 P. V.C.
/- 6"90°ELBOW
O
O'
20 26' 20'
N
4
b
N
TOP EL.15.00
N. /NVT. EL.1/.45
VT. EL. H. 60
EINVT EL. 10.00
W. INVT EL. 10.20
240'of 8'P.V.C.
0
a
ti
N j
Y
a
b
N
20 26'
Q
/-6"90°ELBOW
6"P.V.C.
1-6"rEE-
SrABL/ZEOEMERGENCY
I-6"90°ELBOW
2-6"BGOATIEVALV£B
_
VEHICLE ACCESS
/-6"900
ELBOW
650 //0
4"P.V.0
— —
WELL N0. l
6 PVC.
I-4"TEE
p,Qpp
•�000
aOj
/-6"TEE
U pp
O�p�
WATER PLANT
R
N
TRASh
N
TOPEL./550
6 P.V.C.
--
---S./NVrEL-
/2.44
—130. 00'—
/-6' 90°ELBOW
REO.
M 6 128, 00'
TOP EL. 15.50
{
S. /NVT £L. 12.44
20' 26' 20'
6,000 SF
IDRAIN
IELD
N
\
o°
OSO1L BORING NO/�
o°
O
TI
IIIIIr
IIY I
O
Ci
°
I
IT
IT
ti
11J
I
LI
Ci
I
j
4
a
b
R
m
N
O
6,000 SF
L.S.
N
I DRA/NF/ELD
I
N
TOP EL. /5.00
O 0/4
N. —IN VT EL. //.45
rBOR/NG
V L EL,
NO,2
E. INVT EL. 10.20
W /NVT EL. 9.55
—60=M EL.
I�C
Jo040
L/08'of
EING
6MON/TR
S. TP.
WELL
M
m
o0
O
N
Qz
/-6 TEE
I-6"TEE
'113-6"
GATE
VALVES " P
C
1-6" GATE VALVE
4
B BOX-
00
ti
0
>' I I i I I 1 40' 20_ 26
130.00'
REQ. /- 6"90°
8 H.
128.00' 6" p
M.
TOP EL. 15.50
.aa N. /NVT. EL. 12.65
OO TRASH o W � 'O �STABILIZED EMERGENCY 40i O
N VEHICLE ACCESS h R m
650.24' M. H.5
POINSETT/A AVENUE TOP EL. 16.00
N. /NVT. EL. 13.15
f
a
I'
on
i
T EL.
S. NVT.
Net
N
TOP EL. 14.50
N. INV r. EL.11.35
S. INV r. EL.12.15
W. INV r. EL. //.15
1
'
Y
WOCO
f
O
N
TOP 51.16.
TRASN 00
REO. N. /N T. £L. /3.6
-� 0 Lu
00 34.00'Qd
W--==(= ==
EXISTING
CULVERT
NORTH
SCALE I "= 50'
L A ICE
REVISIONS ✓oe No.. SHEET T/TLE
'°° - °' WATER S SEWER PL AN
BY DATE DESCRIPTION ' y'; ' �, FiEL D Blr.
� ^i' (swat f",� .
ur r F/L E NO. - PROJECT
,°° - 0/ WEATHERBEE HEIGHTS
MATHERS ASSOCIATES SHEET I
DRAWN BY: CHECK BY: PR FeSSiraNaL ENGINEER
ENGINEERS •SURVEYORS "
R. F. P. JR. W . ✓ . M. FLORIDA CPRT NO. 1965E DESIGNERS • L AND PLANNERS • CONSUL TANTS OF
DATE: SCALE. / 4/ KINDRED AVE. STUART, FLORIDA 13
1 "= 50 ` (305) 287- 0525
Note
Lifting loops - 5/0-0 B/C.
yF CONC THRUST OTA,L AREA OF BLOCKS EQUALS
(BLOCK AREA REQUIRED FOR TEE
• OAR IN AREA FOR TEE
OR WYE
TRENCH EDGE OF FRONT OF
WIDTH CROSS -CUT '��E', ' LUG
\ Lifting loop
THRUST " 'f + ► �REA
—� •.• , O r,.: r ...1 OR PLUG
0: \ Cut to Morp 90 alto \ CARD OR
ARTH FILL
C I FITTING UNDISTURBED PLUG
SOIL
AREA FOR PLUG—T
BOARD IN Ar�'
OF PLUG
PLUG
AREA FOR 1�111'
TYPICAL SECTION CROSS WITH PLUG TEE OR WYE
,Lifting bop
BOARD OR AREA REQUIRED
NEARTH FlLL NOTES . FOR 900111
I THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. PLUG
1/2 AREA REQUIRED
FOR 90°BEND
TEE WITH PLUG
7 0* FOR IUD A/W
7 0' FOR 80'R/W
5-0 FOR 50'R/W
5-0' FOR 7O'R/W
5-O.-FOR 60R/W
2. WHERE TRENCH WALL HAS BEEN DISTURBED; EXCAVATE ALL LOOSE
MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED SOIL BOARD OR
3, ON TEES AND BENDS; EXTEND THRUST BLOCK FULL LENGTH. EARTH FILL
4• PLACE BOARD IN FRONT OF PLUG BEFORE POURING CONCRETE Lifting bop
THRUST BLOCK,
5. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SOIL AND ROCK FRAGMENTS;
ANY MUCK ENCOUNTERED SHALLBE REPLACED WITH ACCEPTABLE BACKFILL
DETAILS OF THRUST BLOCKS FOR FITTINGS
N 0 T TO S C A L E
SCHEDULE OF POURED CONCRETE AREAS
P I P E SIZE
90• BE ND
45' BE NO
22 V2'BENO
WYE
TEE 8 PLUG
4
1.0 SO, FT
05 SO FT
0.5 SO FT.
LID SO FT
5"
20
I.O
05
1.5
B"
3.5
20
1.0
2 5 "
10,
60
30
1.5
40
12
8,5
4 5
Z5
5,5
0-O FOR 2O'R/W
FIRE HYDRANT A35EMBLY
/.'MIN LID
NOZZLE
I \
{PUMPER
FACING STREET
T_'1'
POUR CONC COLLAR
FINISHED
GRADE
RING
HOSE NOZZLES
Z
COMPACTED
EARTH OR
2 OPPOSED
0
- ADJUSTABLE C.I.
CRUSHED
FIN 13M ED GRADE
W
_
- VALVE BOX
ROCK FILL
n
�
Z
BOX SMALL NOT
= VALVE
BOX > °C
REST ON VALVE
W
=
8 ~
OR PIPE
Q
a o
w
BATE VALVE ~
GATE VALVE
U W
UNDISTURBED
W
MECHANICAL
WATER MAIN
/SOIL.
°"
JOINT TEE
'
-
I
DRAIN (SEE SPECS)
WATER MAIN
IK J
THRUST BLOCK AREA SAME AS 6'-90°BEND (POUR AFTER
HYDRANT SET)
TYPICAL FIRE
HYDRANT DETAIL
TYPICAL
GATE VALVE aNOT
TO SCALE
VALVE
BOX DETAIL
NOT
TO SCALE
WATER MAIN- --
N
I
F^` Y TAPPED COUPLING OR
3LE STRAP SADDLE
CONC. METER BOX
C
J
I" PVC.
SCH, 40
SERVICE METERS
(by S.G.U.)
PLAN
TYPICAL SER
BE N D
\AREA FOR PLUGS (TYP)
LlfMng loop
�— BOARD IN FRONT
OF PLUG (TYP)
CROSS WITH (2) PLUGS
WATER MAIN
SEWER
MIM 4 MIN 8 LESS THAN 10
GRADE
30 " MINIMUM COVER
I'-6°MINIMUM
TYPICAL UTILITY CROSSING
\
� 0
CONC. METER BOX
TAPPED CAP--� p oob oa o0
"RO fl.Op ooni��0
o,
CRUSHED ROCK FILL
2" PIPE
WATER MAIN--�2" GATE VALVE 8 BOX
BLOW- OFF DETAIL
f
TRENCH SIDE SLOPE
TO BE AS STEEP AS "1
POSSIBLE 0" 1
(MAX)
NORMAL TRENCH 1
to
GRADE
4 (MIN)
ELL OF PIPE
Ald
CRADLE OF SUITABLE MATERIAL,
PLACED AGAINST UNDISTURBED
MATERIAL WHEN TRENCH BOTTOM
IS OF ROCK OR OTHER NON -CUSHIONING MATERIAL
TYPICAL THE NCH SE CTION
NOT TO SCALE
MINIMUM COVER OVER PIPE
I MAINS
SERVICE
2. CONNECTIONS
Ii IN R W
I IN EASEMENT
IN R W
IN EASEMENT
30 "
1 24" 1
24"
1 Is"
TO OFFRRSIW
TO OFA R/W E
EASEMENT
I 24-
Is'
18�
NOTES
I CONCRETE ENCASEMENT FOR WATER MAIN SMALL HAVE 6" MIN THICKNESS
ALL AROUND THE PIPE
2 MINIMUM COVER OVER PIPE SHALL BE AS SHOWN BELOW UNLESS
SHOWN OR SPECIFIED OTHERWISE
S PRESSURE TEST AND BACTERIOLOGICAL CLEARANCE FOR WATER MAIN IS
REQUIRED BEFORE CERTIFICATION OF THE SYSTEM BY THE ENGINEER
SANITARY SEWER
-CONC. METER BOX
—� Y
7
REW/S/ONS
w ,� , r �'
V x, .
r
PROFESSIOINAL ENG1,VEER
FLORPDA CF.RT AID, 19658
✓oe No.
1 0 0 - 0 8
SHEE T T/TL E
WA TER CONST STANDARDS
BY
DATE
DESCRIPTION
IEL 0 BK
PROJECT
FF T HI,, F� .
0
F L E NO.-
MATHERS ASSOCIATES
ENGINEERS • SURVEYORS
DESIGNERS • L AND PL ANNERS • CONSUL TANT5
4/ KINDRED AVE STUART, FL OR/DA
(305) 287- 0525
OF
13
DRAWN BY:
t d s
CHECK BY:
d i h
DATE
5/25/82
S ALE•
noted
20,
DUPLEX
PUMPS
0
Lift Station
Sco/e
i ACk �� }
d
3/4-z/-O
L i ft Station Section
Sco/e. 3 =/-O
Br/CA to
Fin. Grodo (Tip)
-
4.
Y
a`
`_
•v`
h
`
r
t S
Mastic Join
47
tA
If.
.
4
LLM
7.
k
Woterslop
.j
,.-
LIT
_ _
let
0
•
M onho%
( Type
A
i
.}
Sco/e:
= ! -O.
3.4
Brick to
Fin. Grade
r PS e
zd.
2-O„ f .:
Manhole (Type B)
Sco/f : 3A' = / -
REVISIONS
BY DATE OESCR/PT/ON � ;
DRAWN BY: CHECK BY: PRO ESSIONAI ENGINEER
t d S d l h FLORIDA CERT. NO. I9658
DATE: SCALE.•
5/25/82 noted
JOB NO.: SHEE T T/TL E
100-08 SEWER CONST DETAILS
F/EL D BK.:
FILE NO; PROJECT
WEATHERBEE HEIGHTS
MATHERS � ASSOCIATES sHEET
ENGINEERS • SURVEYORS 8 A
DESIGNERS • LAND PLANNERS • CONSUL TANTS OF
4/ KINDRED AVE, SMART, FLORIDA 13
(305) 287- 0525
SAN/rARY -- STORM
CONNEC rION CONNECTION
S££ OETA IL `A ° ----- SEE DETAIL °B
STORM SEWER
LOT 7 LOP R LOT 9 LOr JO LOT I LOT /2
P/L .. P/L
QQ1.
'
� \
r
e
„ M
STORM CONNECTION
DETAIL
'B'
w
TO MAIN SEWER
A
JOINT
P/L
CONNECT100
ClW
NON - SKID SURFACE
I/8 " HIGH
22 I5/I6'DIA.
20 5/8" DIA. 22 3/4" DIA.
I
_- 2 , L.
�— 24It DIA. _I
36 DIA.
APPROX WEIGHT 165 LBS
cc
VLLF
r
��.
V
w
w
�fi
P
w
N
i
cc
aX3
4
n
O
C
O
a
N
a
'
N
vE
®0MCI,
'C
'11�
4)
Ln
�+
wI
It
B
o
µ
d
Ski
--
�77��
� I ,
- --
--
�
, 1�1
I �
11 F,W,f���*-r:�,,�"rl��,,��l-_,�;
I "
ll�
i��
.11,
iffil , -, " , ,-
�t ,I , � - -
",
1'�P��11�11 01" ,- - � 1 ,
, '' —
,�-
,
Z�t,, �
�
I
I-
,�
11 �,�
1,t--i
� I
.
,t_� " P,,,�!
,-
Q,W'Vt�
I 5 lil I I 11,
� Y , ", I I
,," , , I I I I I
�
i I 11 I
- I
� . I �
- 11 � 1 1, � " � �
I I I
, I , t , � , , t� , , -
I : , , , �
, I
, , ,
I
� `,, I
" I I I
-�,�-�, - � � � I I
-
I
1.1i 11 I I
I 11
I I , - , �
� I , - � x
I I I
l ,
�
I
I I
,,& nO�t
,
k�
�
,jj�;"Q'
,
-PR,N�tit`,
,
I
" .I
"
,. ,4yw,i�`,
I
l
I,2
�-N
,m,
1-
1
,'i,"�11I,
1
l
I
I
"
,
1t��I
,II 1I
1
"
,tN,�,
11tI'I.
11
Sk
-"
�
.
I I
�
�"p�,�
, 4
� I I
I
1 1 1 1
I 11
I W, I
I � I I
I �
, � li , I
�l
� -
, I I � I �
,
�-, , , 11
� - I
I
- . I
I I I I
:
,
4
iIiiiI1tIiifiIII�I1III1�II
1
,
A t
�,4,
1
,I
I-
,
)4'
I
I,
N ,
1
,
y
l
Jew
W'
I
1I�
I"
"?
1IPt
),, ,"
"
-1
I-1,I
L 1
,
�I,I1
,
I
1
,,1S
,
I4I
-
�V
1
l,
,,�:
,";
,,
"
4
�A"
`
f
,'-
I,
*
i-
1
I
"Z ,
.�
k,
xy
j
�
gl"",
JNy
1
"ls
Il
,
I,
t"l�I1I'
,,
I,
l
,
FI
1
»4
, �- ,t.li
i
,,,i,t-,,
-I,��-I ,Il-
iA 1
-,-,
.
�
iI
I
t�
, "�*'T
*-,,
,
I
"
-
I
o,
l-
Cl,
I
,,
� �
yam(
,-o
�Vl
f
-
r
'-
.
,
I
t"
l�II
:---
II
,�-
'
,
'
�.l,
",
"
,,
i,1III1I�,
I
�
V
� I
�.
I
,I,
,
pRPOSED 1
'
SUIL DING
,
1—
i
�
7
—
'
I'i
qlV9� x
,
i�
"
�
'
"
' I
e"!,�aN
,�Lw"
S� *",SF
�
IiIlI�I-1
`16
II
p)riVv
,:V
I,
I
0 f 1
�,
.t
l
�
,"
I
-
,1
11 :i
1
-
-,
IJ
, , ""h
,
I
1 �
,
,
j �
'
I
,1
I
4�1�
Y
I
:
;
-
-,�,a
I
I
f
�
"
I-
,
% ° ,�
t
,I
'p
w,t,, 1
l"
I
I
t.
Tv
4,
�
,
',,'v
i
0
,t
I
Iv°,
..
4"i
1,I,1.,IIl:I
1
f 5"w'J,
,',
,-,-I-","
I
�
1I, �1
,
,. 1
�
1,
',v,,,
,.
a
o,,, II
Z1,
- 1I
-
,1;
,
`;N
,u
%-,,%,.
,l
1 I
,
�
i
-
l�I
,fir
A
"
4
,
,,t4
,
I
-
V,
,"A -
-
ll
,-tF,�
11
1
Xk ,,
1
yfi$
'�
,I
1
4I
r ,
,-1,� ,r
�
""
"
"VII, e
p
A i
, 1
-
-'y1
7
t
�
`A
�,
SECTION
-A
,i
�
gt,,
�.'
j'I
",4 x
,
"
4'
,
I
T%
11
�
,"- "-
I
`
,
PROPOSED GROUND LEVEL
1
.r
,I
EL.
17 75
t
4,
,/,//
12" MIN. COVER
4-;
SOIL FILTER LAYER
-
(M/RAF/ 140 OR EQUIV.I
-
.
-
.t -.
-
EL. 16.75 �
2
v I
c
5
v
xl
l
-L
I
,1
,i
0
II
C
- &
"DRAINAGE
.,
'• I'1
'091
0
r
�'jl '
,I,. —
- 9 ROCK
� �
0 s"
-
v
fle-o
0 - I
0 '
IIiIII
I,I
TO RE
FILLED W1 CLEAN SAND
4
�
EXISTING
GROUND
_1 I I -;
I , _,r . 11 I , �
- 1, , 1-,,�,
elf. 0 I
---4;7-
;
11 2, 4 .1
_ r _, ,p�. �r �: �
�� j,
ORGANIC SOIL
TO BE REPLACED BY
CLEAN SAND .
� r�,-." ,'j-1v- � � �14
� t , i�, �, -14 41
I ,�r i
-11
� �� � Irl
" 14,
, " 14,
11
11 I
1--�
--
115.5
I Eq
. ,
. I
- -
I
11 , � I
I I
I z
0.
11 � i
,
,
r I
I
I
�
i
I
I
I
11
I
I
I r
r
�
I
r
,
. ,
, r
I I
I
I I
I I
I e -
�!.�
,
I I
I.'.' r�
I I
I
I
I
I . �
I
I I I
i
I I
t,
I
I I I
rk
I
I I
I
I
I
I .
I �
�
~
I
11
�
r I
I �
I r
11
I
I
I
i
r �
i I
I � ,
I I I I - `t- /J. 5 1 1 1 1 "
12,000 1 S.F. -
--� DRAINFIELD
A -� qA
0
`_- ---L --- L— L.
:-L I G„IP.V.� I
SEWAGE TREATAEN7
PLANT
(SEE SHEETS 2 8 3)
2
I
-i , , � I,, 11 �
I � - - I I
I I I r I 4 �lt�
I I
I I I I
� . I
.11
,-
. I -
..PROPOSED P
_ r
I'll
I I �
PROPOSED
I
- -�
v,Cil- .
I r s,,,,t,, ,:,�":,� L
NOR TH
-v SCA L E .- I'l- 20'
1
1
..--
I
,
. ,"',
'
,
, - I
111 . i I
=
W�I ,
*r,
11i • I
,
�
.
Q '
r
I ,
,� 1
f t
1,
t
,,I'll
- .
a,,
ORGANIC SOIL
�
rI -,
I
",.
iI
-�
560
,0
-
I .,
EL- 12.5 AVE. WATER MOLE LEVEL (JUV.-AU0.)
--
—V
-
MET SEASON)
I
. 0 V
•I
,�l ,, I
"
I
. . � I
EL. /O. 5
-
,
I
I WATER
TABLE LEVEL (12-10-82)
�l
1'1�
r �, 1,
-
(DRY SEASON/
�-� I , ' I I I �
,
I :,
I I I 1 7 t -
� I
� I
-
� � ,�
Ir - 1, �, ,",
,l
, � " '-
.- � I
I I
�'it
l
.
"
, � I
'r t ,
I I
. -
I
-
,
I
`l
'A, I, ';,
rz'r-o�
.
I
-
WHITE CLEAN
SAND
-,�-
104
.
�td
, ,
i_ _
�111`t-
� � , -,
I �'-.�
.11 I
I., -11
,� --W .
' -� 11
- ,
Ar�
� I _ ,
.
I I
r , ,
. � , � %, � "�'
4�
Z , , , � �
t�-
- ',
-, ' � , ,- "t",
_ ,,
� 'k t ' : "' - ,':'�`
I
- I I
I
-
-
I
I I �
S ---
ff I
"
W I L IB" 0 R I N G N
r � -----
o , 2
0
0
T
40)
(M)
bw
0
qT
04)
M0^ c1l)
m
>
V
U)
&M
0
.r
0
cl)
<
(1)
=
4-r
sm
m
od
0
*aco
da
U)
ix
M
4)
Q
Lf)
04
LUca
4a
U)
to
0
m
L.
4)
v
N
1�
=
0
co
<�
20)
.
%I-.
cm
NN
Lf)
(3)0
Lf)
2r.
4)
NM
4
,,, t,
—4p
(A
"'Itu
t'LrA-,
11
r�
" It
F—
0
7
w
� I
A414
=
A ''
l ellz ,
I
CL
cc
�
"
=
Iv,
Qfkl
elt
4
A,
5,U
,
I ,
v D
�
co
I
0
. .
I
c
0
.0
�
CL
0
-
"
u
V�
U)
a .
0)
0
*0
..
c
6
c
.0
.(0)
.
M
>
..
4)
0
4)
%
.."
Am
—
Ea
- 'r-
E
..
-0
Go
'
o
-��
Nco
It
.
. a.
>%
TM
m
M
��
-r-
0.
>%
, N
"o
'+-
.0
0
c
J9
as
..
0
�:
0
4)
-a
w
4)
*0
&.
-c
-0
0
.8
coo
- ,
co , I
r
�
Tom. -
.0
4)
0)
4)
=
Q) I ,/
PRIMARY
SETTLING
SLUDGE
STORAGE
VIEW A —A
GROUT AFTER
R
PLACEMENT
PLACEMENT
4'- 0
314
ANCHOR SOL 7
VIEW
B
I
■
0)
wo
uLM
o
cl)
0
cl)
cl)
>
LM
0
0
c/)
cv
ca
i.
CM
O
KG
U)
co
0
AIA
z
ec
L
0
co
0
c
0
.0
0
(a
c
.0
r
04
cm
>1
O
4)
-owl
I'--r -- -
i
�MoMA,
TOP £L. /5.50
S. /NVT. EL./2.50
50.00'
REO.
34.00'
a
�f
r_ N
v
M. H. /O
TOP. EL. /5.50
N.INVT. EL./L40
E. INVT. EL. /I20
._ i >:..... S. INVT. EL. //.60
TOPE15
NIN".
5
i
I,-
I
1'
I
WELL NO.2---= �—
OO W g /- 6"TEE
p Q N - 6"GATE VAL
TRASH B BO
6 P. V C.
I- 6"90°ELBo-WT
O
O' 20 , 26' , 20
T EL.
T. EL.
T EL.
T EL.
240'of 8"P.VC. 0 0.
c,
Y
a
p O
O
O Q O I- 6 "FIRE HYDRANT W/
GATE VALVEBBOX%
o°
O —
d' N
O —
a —
j OOS
m
N N
' 20 26' p
50.
R,
0,
/-6 9
8 W O TRASH'1\
�QN
—
WEATHERBEE
ROAD
—
/- 6'TEE
STABL/ZED EMERGENCY
/-6"900ELBOW
2- 6"GATE VALVE 9
VEHICLE ACCESS
BOX
76"900
ELBOW
650. //'
4"P. V. G
WELL NO.I
6 PVC
\ g og
I-4"TEE
O /-6"TEE
08�
h
WATER RANT
R m
`
� ,4
j,
TRASH
TOPEL.l550
6 P.V.C.
'�-
— — — S. /NVT. EL.-
/2.44
330. 00'—
/-6"90°ELBOW
REQ.
M. 6 128.00'
TOP £L. /5.50
S./NVTEL. /2.44
6,000 S F I
20' 26' 20'
DRA/ NF/EL D
N
o\\°
SOIL BORING NO/�
�
rIIIIrI
o
4
IT
ti
b
,
j
m
0
N
o
( °
O
6,000 S.F O
(
N
DRA/NF/ELD N
TOP EL. /500
O 0/L
N., /h'VT EL //. 45
BOR/NG
VT. EL.
NO2
E. /NVT EL. /0.20
W /NVT EL. 9.55
-apzmm EL.
J/MON/TER/NG
7�
S. T. P.
WELL
2 40 o! 8"P. V.c40
/08, of 8" P. i,C,
o 0.4099
50'OF3"FM
N Qh 6"P VC(SCH 40) WA TER LINE. OR
i 3- 6" GAT.EVALVES `/ I /-6"GATE VALVE \ /-GAF/RE HYDRANT W/
4 ' P. j C. B BOX GATE VALVE B BOX
26'
130.00,
REO. / 6"900
/28.00'
6
TOP EL.15.50
N. /NVT. EL. /2.65
O p �STA B/L IZED EMERGENCY W O
N N VEHICLE ACCESS Q N
`O
650.24 M. H. 5
PO/NSET T/A A VENUE TOP EL. /6.00
N.INVT. EL. /3.I5 — —
T EL.
S. INVT.
N
N
M. H.
TOP EL. / . 50
N. /NVT. EL.//.35
S. /NVT. EL.12.I5
W. INV T. EL. //. /5
0
34.Cb' 1TOP L. 16.
TRA
o REO. N. IN TEL.
8 p
4i O 34.00'
� QN
I 'PUMPSTATION"
2- /0HP PUMPS
l - 220GAL. CAPTIVE AIR TANK
(jJ7==(= ==]
EXISTING
CULVERT
APPROX. BLDG. HEIGHT 28
REVISIONS
BY I DATE I DESCRIPTION
R. F. P. JR. W . ✓ . M.
DATE: S ALE.'
9-2-8/ /I,= 50'
NORTH
SCALE / "= 50'
✓oe No. SHEET T/TLE
;> /00-0/
i
FIEL D BK FIRE PROTECT/ON FL AN
, . ^ FIL E NO.: PRO✓ECT
100 - oI WEATHERBEE HEIGHTS
r ' ` , :�;�����-`� MATHERS ASSOCIATES
PRO ESSIONAI- ENGINEER ENGINEERS' SURVEYORS
FLORIDA CERT NO, /9658 DESIGNERS • LAND PLANNERS ' CONSULTANTS
4/ KINDRED AVE. STUART, FLORIDA
(305) 287- 0525
E3
13
f
7 ;,47
Al
77
A
+ r
248 19A 5A
-Ij
i 1.' 254 2A
t"
CA
ri wall
at
_7
7A V)
21A
21B
P360
26A patio
patio
213A
4A
open space
ry
y.
tP Wr
e m'fing roet.., S" curity
lk
>
5
28
4 illl � I r IOA ! 1� /BA
r
368 /08
!77d
2 A
+ � j
i5� 1 �5, 4 patio ;1A
17A
wall
29B
3S _R gUB 1V
t
ilf 74 12A
14 1 �7
3
128
Kj%ing
A
+
r
I patio
_74 I -
Patio -7 32A
14P
-4 328
45 a
T,
wall
+
- 4--Vv
wall k,
�pomse ba avenue
V
to be paved prior
to C.O. of units 10A - 18B
I T T
d 1 11
A*
'0 �
zIllillill�
4)
hill"
E
Ui
. CO