08-298-004P-.\Un versify Commons.2003\Drovvlligs\CD\CIVIL\C4.4WS-RRC.dwg Nov 08, 2007 - 10.-39am JCARULO
NORTH SEWER MAIN PROFILE
SCALE: H: 1"=30'
V: 1"=3'
SOUTH SEWER MAIN PROFILE
SCALE: H: 1"=30'
V.- 1 " =3'
2 C-1 c_
3' _ -
22' r 22 ,
0 25' 0
S.W.
66 ST. WATER MAIN PROFILE
GRADE
PROP. F.H. AS
H: 1"=30'
PROP. F.H. PER WS
FINISHED GRADE
V: 1"=3'
;
PER WS 4.5
WASD4 POP- PRIVATE
PVC U.G.T
ALONG PROFILE
FINISH GRADE
12
DUCT BA
12 11.60 11.60
12
EXIST 18 W4
12
12
:]
12
EXIST JW5H
_j
7
-11.33
10
DUCT HA
CLAY U. G. T.
10
i
10
10
EXIST. COMM. CABLE -A
10
EXIST JW5H
10
n
-8 7.60
CLAY U. G. T.
Lo
I 1 11 ul
6
I 7.47--
EXIST. 4" W.M.
11
8
7.30
8 7.60 L
TO BE ABANDONED
8
6
8
IN PLACE
6
6
8
.
1.33
-33
1
PROP. 4 WTR
6" DIP WATER
6
SERV. PER WS 4.21
6" G.V. TIED TO TEE
TIED TO TEE
6
I--PROP.
' TEE
PROP. 12"x6'" TEE
43
-PROP. 6* DIP WATER
MAIN
W/ e G.V. To T
W/ 6- V. TIED TO TEE
o
THRU DRAINAGE DITCH
S.W.
4
25.00 '
SCALE:
PER WS 4.60
4
43'
V: 1"=3'
4-
2
EXIST,
DRAI,",,AGE D1,7, q
EXIST DRAINAGE DITCH
ELEC. DUCT ElNK---___
2
-2
TOP EL.
7.4 5
3 WIDE TRENCH.
�E TRENCH.
r i
3#
1 21'
21'
1
-0
INV. EL.
11-1 16'
0
15'_jl'
---1-
S.W. 66 ST. WATER MAIN PROFILE
_3'
22
EXIST MH
SCALE: H: 1"=30'
1
E
-PROPOSED 8' PVC SAN. LAT.
V: 1"=3'
0
INV. EL.= 4.05(
INV. EL= 4.1)
S.W. 66 ST. WATER
PROP. F.H. AS
SCALE: H: 1"=30'
FOR CONTINUATION REF TO
PER WS 4.5
V: 1"=3'
FINISH
GRADE ALONG PROA E
PROP. 8 3EAN]/
PLUMBING DRAWINGS.
12
11.68 11.68-\
12
W.EL=4.20
EXIST. 181k,1114
EST (2)-4 PVC
PVC U, G. T.
10
DUCT HA,`&
EXACT LOCATION TO
10
BE FIELD VERIFIED
2
EXIST,
CLAY U.G.T.
7.68
N M
8
DUCT BAi,,,,K 7.68-
&
8-
8 SAN.
BE ABANDONED IN PLACE
6
PROP.
6"
DIP WATER MAIN-
6
PROP.
12"x6* TEE
FIELD VERIFIED
W/6-G.V. TIED TO TEE
SOUTH SEWER MAIN PROFILE
32.001
SCALE:
4
4-
43.0
2
2
S.W. 57 AVE. WATER MAIN PROFILE
SCALE: H: 1"=30'
V: 1"=3'
SOUTH SEWER MAIN PROFILE
SCALE: H: 1"=30'
V.- 1 " =3'
2 C-1 c_
3' _ -
22' r 22 ,
0 25' 0
S.W.
66 ST. WATER MAIN PROFILE
GRADE
SCALE:
H: 1"=30'
PROP. F.H. PER WS
4.5
V: 1"=3'
ALONG PROFILE ----.,
1-
WASD4 POP- PRIVATE
PVC U.G.T
FINISH GRADE ALONG PROFIL
FINISH GRADE
12
DUCT BA
12 11.60 11.60
12
EXIST 18 W4
12
12
:]
PVC U. G. T.
EXIST JW5H
11.14
12
10
DUCT HA
CLAY U. G. T.
10
i
10
M.
DUCT BANK
10
EXIST JW5H
n
-8 7.60
CLAY U. G. T.
Lo
I 1 11 ul
6
I 7.47--
BANK
DUCT A
B
11
8
7.30
8 7.60 L
7.60,
8
6
6
7)iiPROP. 4" DIP
6
6
PROP. 16nx4"-/
DOMESTIC W.M.
PROP. 4 WTR
6" DIP WATER
TEE W/ 4" G.V.
SERV. PER WS 4.21
6" G.V. TIED TO TEE
TIED TO TEE
PROP.
I--PROP.
THRU DRAINAGE DITCH
43
I
FIREILI
2
TIED TO TEE
PER WS 4.60
2
S.W.
57 AVE. WATER MAIN PROFILE
4
SCALE:
H: 1"=30'
4
43'
V: 1"=3'
4-
S.W. 57 AVE. WATER MAIN PROFILE
SCALE: H: 1"=30'
V: 1"=3'
FINISHED GRADE
GRADE
SW 68 ST.
12 11.62 I
PROP. F.H. PER WS
4.5
EXIST. 78W4
ALONG PROFILE ----.,
1-
WASD4 POP- PRIVATE
PVC U.G.T
FINISH GRADE ALONG PROFIL
PROP.
12
DUCT BA
11.33
-o�
10
12
12
:]
11.14
EXIST JW5H
11.14
12
10
I
CLAY U. G. T.
10
i
10
M.
DUCT BANK
-8 7.60
8
I 7.47--
8
17.14
8
7.30
7.141\, 1
PROP. 8" G.V.
u"* 0 G.V.
PLUG
6
8
6
6
-6
PROP. 12"W TEE W/-/
6
6" DIP WATER
MAIN
PROP. 16-x8----7'
6" G.V. TIED TO TEE
EXIST. 2-5
PROP.
I--PROP.
THRU DRAINAGE DITCH
TEE W/ 8" G.V.
I
FIREILI
E
TIED TO TEE
PER WS 4.60
W/12"
4
PROP. 12" x TEE
4
8
4
43'
4-
2
EXIST DRAINAGE DITCH
ELEC. DUCT ElNK---___
-2
TOP EL.
7.4 5
I
r i
PROP. 25' OF 8" DIP SEWER LATERAL
3' WIDE TRENCH.
INV. EL.
11-1 16'
-Z
031
15'_jl'
---1-
_3'
22
EXIST MH
0
1
E
-PROPOSED 8' PVC SAN. LAT.
0
INV. EL.= 4.05(
INV. EL= 4.1)
S.W. 66 ST. WATER
MAIN PROFILE
SCALE: H: 1"=30'
FOR CONTINUATION REF TO
4
V: 1"=3'
S.W. 57 AVE. WATER MAIN PROFILE
SCALE: H: 1"=30'
V: 1"=3'
FINISH
GRADE
SW 68 ST.
12 11.62 I
11.6
12
EXIST. 78W4
ALONG PROFILE-
1-
WASD4 POP- PRIVATE
PVC U.G.T
FINISH GRADE ALONG PROFIL
PROP.
FINISH GRADE
DUCT BA
11.33
-o�
10
12
I
:]
10
EXIST JW5H
11.30
12
CLAY U. G. T.
10
PROP. 12" DIP W,
M.
DUCT BANK
-8 7.60
r
I 7.47--
8
FL. ENG. REG. NO. 58684
PROP. 12"
7.30
10
PROP. 8" G.V.
u"* 0 G.V.
PLUG
8
6
10
-6
6
6
PROP. 16-x8----7'
EXIST. 2-5
PROP.
DIP
I
PROP.
TEE W/ 8" G.V.
I
FIREILI
E
TIED TO TEE
P. 6" DIP WATER MAIN
W/12"
G.V. TIED TO TEE
PROP. 12" x TEE
4
8
43'
4-
2
EXIST. 9-5"
S.W. 57 AVE. WATER MAIN PROFILE
SCALE: H: 1"=30'
V: 1"=3'
S.W. 66 ST. WATER MAIN PROFILE
SCALE: H: 1"=30'
V: 1"=3'
FINISHED GRADE
SW 68 ST.
PROP. F.H. AS
12
ALONG PROFILE-
1-
WASD4 POP- PRIVATE
FINISH GRADE ALONG PROFIL
PROP.
FINISH GRADE
11.23
11.33
-o�
10
12
I
:]
11.55
11.30
12
PVC U. G. T
PROP. 12" DIP W,
M.
DUCT BANK
PROP. C.O.
7\_
FL ENGINEER
FL. ENG. REG. NO. 58684
PROP. 12"
7.30
10
848
PLUG
8
10
-6
6
EXIST. 2-5
" ELEC. DUCT E
4NK----__
I
PROP.
12*x12* TEE
TOP EL. =7.67
P. 6" DIP WATER MAIN
W/12"
G.V. TIED TO TEE
PROP. 12" x TEE
4
8
4-
W/ 6" GV, TIED TO TEE
EXIST. 9-5"
ELEC. DUCT ElNK---___
-2
TOP EL.
7.4 5
I
r i
PROP. 25' OF 8" DIP SEWER LATERAL
6
INV. EL.
11-1 16'
11 9'
6
_3'
22
EXIST MH
1
1
0
-PROPOSED 8' PVC SAN. LAT.
INV. EL.= 4.05(
INV. EL= 4.1)
W
%
FOR CONTINUATION REF TO
4
PROP. 8 3EAN]/
PLUMBING DRAWINGS.
4
W.EL=4.20
EST (2)-4 PVC
ocw___-EXIST
EXACT LOCATION TO
2
BE FIELD VERIFIED
2
CORE DRILL EXIST.
N M
&
CONNECT PRO.
8 SAN.
BE ABANDONED IN PLACE
LAT. PER SS6.2 0
IW=4.20
25.00'
EXACT LOCATION TO BE
0
FIELD VERIFIED
0
SOUTH SEWER MAIN PROFILE
SCALE:
H: 1"=30'
V: 1"=3'
S.W. 66 ST. WATER MAIN PROFILE
SCALE: H: 1"=30'
V: 1"=3'
FINISHED GRADE
PROP. F.H. AS
12
ALONG PROFILE-
1-
PER WS 4.5
FINISH GRADE ALONG PROFIL
12
1.681
11.23
11.33
-o�
10
I
I
I
10
EXIST. 9W.5
PVC U. G. T
PROP. 12" DIP W,
M.
DUCT BANK
10
7\_
FL ENGINEER
FL. ENG. REG. NO. 58684
PROP. 12"
7.30
0 L F B E
848
PLUG
8
-6
6
Id
TO BE ABANDONED
I
PROP.
12*x12* TEE
PR
P. 6" DIP WATER MAIN
W/12"
G.V. TIED TO TEE
PROP. 12" x TEE
4
4-
W/ 6" GV, TIED TO TEE
-2
EXIST 8" VCP SAN'
INV. EL.
11-1 16'
11 9'
_3'
22
22'
1
1
0
2
0
S.W. 66 ST. WATER MAIN PROFILE
SCALE: H: 1"=30'
V: 1"=3'
S.W. 68 ST. WATER MAIN PROFILE
SCALE: H: 1"=30'
V: i"=3,
11
PROP. F.H. AS
1
1-
PER WS 4.5
FINISH GRADE ALONG PROFIL
_NOV 16 2007
1.681
-o�
12
11.48
12
EXIST. 9W.5
PVC U. G. T
10
DUCT BANK
10
JORGE G. MALDONADO P.E.
FL ENGINEER
FL. ENG. REG. NO. 58684
0 L F B E
848
8
8
EXIST 8" DIP W.M
Id
TO BE ABANDONED
PR
P. 6" DIP WATER MAIN
6
PROP. 12" x TEE
W/ 6" GV, TIED TO TEE
EXIST 8" VCP SAN'
INV. EL.
11-1 16'
11 9'
2
1
1
1
2
S.W. 68 ST. WATER MAIN PROFILE
SCALE: H: 1"=30'
V: i"=3,
WER
ow _.2.0 0 7-- _2_6 6
7-6-45
Y:_ _ . __._r_4.!d .___ . . �T DEC 2 0 2007
_, -
WATER & SE w,, ER PROFILES
SCALE: H: 1"=30'
V: 1"=3'
DATE
_NOV 16 2007
-o�
JORGE G. MALDONADO P.E.
FL ENGINEER
FL. ENG. REG. NO. 58684
0 L F B E
WER
ow _.2.0 0 7-- _2_6 6
7-6-45
Y:_ _ . __._r_4.!d .___ . . �T DEC 2 0 2007
_, -
WATER & SE w,, ER PROFILES
SCALE: H: 1"=30'
V: 1"=3'
060
m
DATE
_NOV 16 2007
060
m