16th Street - Sanitary Sewer ImprovementsINDEX MAP
DESIGNED GDC
DRAWN eve CITY OF EDGEWATER,
SANITARY SEWER IMPROVEMENTS CHECKED roe FLORIDA
DATE' �IUNE 1992 SHEET N0. I OF J�
DATE REVISION DESCRIPTION BY N�p� DATE REVISION DESCRIPTION 8Y SCALE:/ "= 60' PROJ. NO.
15
/0
5
15
5
C
pM6
,A
270'- 8" PVC o7 .309
MANHOLE
NO. INV. EL. .86
E. INV. EL. .96
STA. 4+50
r-7
CONNECT TO
EXIST. MANHOLE
NO. INV. EL. - . 60
SO. INV. EL. - . 34
PP
Ad
LA
MANGO
STA. 0 +00
T
T
M 130
(ync.w. CAL)
9
TREE
DRIVE
h
1+50 3+00
4" PVC SERVICE LATERAL (TYP.)
LF
I�
o r� i r�?.� T 4bo
Fm
270'-8" PVC a) .30%
116th STREET
r5Y-l�TNcj G R.6.Dm (TYpl)
MANHOLE
E.& W. INV. EL.1.77
MANHOLE
E. 8r W. INV. EL. 2.58
r2UGW �aw)
Q
�p ML—
n MANHOLE
NO. INV. EL. .86
E. IN . EL. .96
4 +50
uj
J � �
280'- 8" PVC CO .30 % =L
MANHOLE
NO. INV. EL. 3.52
E. INV. EL. 4.00
W. IN EL. 3.42
SCALE: HORIZ. I "= 30'
6+00 7+50 9 + 00 10 +50 12 + 00 VERT. I "= 5'
PLAN bi PROFILE SHEET 2 OF 5
SANITARY SEWER IMPROVEMENTS -CITY OF EDGEWATER
15
/0
5
15
/0
5
0
Zr;W
0
_ _ n
- T ---
onp - -- FM
1L..
f5vG r_ kA
—4"PVC SERVICE LATERAL (TYP.)
� f�P
Z•M��
C"f4l us ilff l"190 'cc I
Af'�f4T 'Ikf 11
MANHOLE
IN EL. 5.5
18+00
15
/0
5
i F
— ---— - . SCALE: HORIZ. I "-30' - ~--r-- -
_� VER. 1 - 5
PLAN a PROFILE SHEET 3 OF 5
SANITARY SEWER IMP ROV EMENTS =CITY OF EDGEWATER
1�
TRANSITION JOINT
EXIST. 24" RCP INV. EL. 2.2
8" PVC i REMOVE EXIST. 24 "RCP AS SHOWN
15
V) L
CL
a � �
z z
Pvc
PTo
6OWC, Ht:-:Al2WA1,L
I
ANHOLE
�. INV. EL. 3.52
INV. EL. 4.00
INV. EL. 3.42
CONFLICT MANHOLE
SEE DETAIL THIS SHEET01 II
SHLL_FIALM
�P r
I
r7Nnot
�j PGA L.M u
I2 r,&L-M
I�Z` P4LM-
i-
-1
� T �iIGFJ PP'
co250'- 8" PVC a7 .30%� \
�I 1
LIME TREE GA�.v
STA. 0+ 00 1+50
-
f -�
w 1
.-
� r�
no
H5VOS
Zn('-w.
CFL.
o
No
4"PVC SERVICE LATERAL (TYP
wM
I15H5LI� i�H LL I WM
7 77t-T t-L
t--T
;qM
Gr, H6.
}
-- - _lrobTFIL.7 —
270'- 8" PVC cD .30 %
STA. 0+00 2+00
15 th
('TG
4 "PVC SERVICE LATERAL (TYP. )
- MH ( OleM DIZ4,IN)
moo. W V, �,- L . 2.1
i
N0TXIWM15
x 3 g E2�Pja,i�
GC NG Ljam— 4j (L, 1✓ SIC.
Lif' I P 1�e), pL-um
&I, PwM
100'— 8" PVC m .30%
DRIVE
MANHOLE
NO. & SO. INV. EL. 4.27
E. INV. EL. 4.37
0P-T 5 L .
I, P
STREET
MANHOLE
E. 8 W. INV. EL. 5.18
3+ 00
2� GA► LV.
MANHOLE
INV. EL. 4.57
IJ21� I, P w/PL,&,o,-TIG 6AP--
"eaN6.l
- *1r
�-
270' - 8" PVC a-) .30 %
8 "DIP N4' DI A. CONC, MANHOLE
PLAN
8" DIP II
L. 2.2
SECTION
CONFLICT MA NH DL E DE TA I L
NO SCALE
1
I
PPo
2° PVG \
1
MANHOLE
INV. EL. 5.99
SCALE: HORlZ. 1 "=30'
PLAN bt PROFILE SHEET 4 OF 5
SANITARY SEWER IMPROVEMENTS -CITY OF EDGEWATER
15
10
0
15
10
5
J
PNALT�,
OPP\
\ i
pR.
J�N�PER y
w �
irk I
om
i
'-�
2 Pvc
Tl-
a —1
pp
t W M Ct�YJG
N �
EXIST. M.H.
E. INV. EL. 4.61 _ _= l I
W. INV. EL. 4.47I�.
NO. INV. EL. 4.67 1
(STUB a PLUG) I r
REMOVE PLUG
b1r CONNECT
STA. 0 +00
,foHc,l 1"
iin I, F.
co
1
Gout gIGN Rx>T � � .�
._
El
oMr3-
col wc,I 1 lcowNG.1 WM
\1-260' - 8" PVC & .30%
I + 50
va- 7 �r
JUNIPER
GONG
4" PVC SERVICE LATERAL (TYP. )
3/0 Ize �!z
wit WM
C.DIJG, OMB PP I�NG� OM � LNG.
................. .
�I
_- T ° -•
M W M VAivDX
GoN G. � GnNG, I
r�2 17 W` Id,
pL�►�T lt�i CAI' p �.4 T1 G G�►c�
260'- 8" PVC (V .30 %
DRIVE
MANHOLE
NO.81 SO. INV. EL. 5.45
3+00
MANHOLE
INV. EL. 6.23
4 +50
SCALE HORIZ. I "-30'
VERT. 1 "= 5'
PLAN 8 PROFILE SHEET 5 OF 5
SANITARY SEWER IMPROVEMENTS -CITY OF EDGEWATER
/5
10
5