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FRANCISC '�' AYE m MG_ �tp
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RIWINKU
LOCATION MAP VICINITY MAP
REVIEWED AND APPROVED BY:
MICHAEL C, HOTCHKISS, ELA, P,E, 39514
No, I Revision
li • mm
EXISTING F,H,A
�0
INSTALL TEMPORARY JUMPER
Revision Date By C'y
vt
EXISTING F,H.A
INSTALL TEMPORARY JUMPER
NDIAN RIVER COUNTY DEPARTMENT OF
1840 25th STREET
VERO BEACK FIDRIDA 32960
(407) 567- 8000 UTILITY SERVICES
0
cA
1-c
INSTALL TEMPORARY JUMPER
NOTE: ALL PIPES ARE 6' DIAMETER UNLESS OTHERWISE NOTED
TECHNICAL BLANKEN
DESIGNED BY:
MICHAEL C. HOTCHKISS
APPROVED BY:
300'
p
ffds/Ul
'nIndex Sheei
REVIEWED AND APPROVED BY1
MICHAEL C, HOTCHKISS, FLA, P.E, No, 39514
DATE, - --------
NOVEMBER 97
S E BASTIAN PHASE 2B {SHEET
SCALEt V 300'
COUNTY PROJECT NO, UW-97-11--DS WATER ASSESSMENT PROJECT
10
OF
w
J
INSTALL 12" X 6"
TAPPING SADDLE w/ SLEEVE.-� \ \ E /
\, INSTALL M.J. BEND
AND VALVE. INSTALL M.J. BEND \ P INSTALL F.H.A
BORE 6 VC. W.M. \
1 1.25° 22.5° .
i-�-�ACK & BORE
� UNDER CONC. DR. TYP)
INSTALL 36 L.F 6" CL.350 DIP.
W.M. UNDER PAVEMENT CONST. 6" ;PVC. W.M.
CONST" 20 L.F-6" CL.,350 DIP" W.M CENTERED AS SHOWN
UNDER, EXISTING F.M. w/ 18" MIN. " COVER
VERT. CLEARANCE (TYP.) - SEE DETAIL M-6 w/ MIN. 3Ej
& RESTORE IN KIND. LlINSTALL 6" M.J.G.V -
Gj•
i OPEN CUT ASPHALT PD.
}ice f & RESTORE IN` KIND.
CONST" 72 L.F. C1..350 DIP.
CONSTRUCT ASPHALT OVERLAY
.
0 OVER ENTIRE INTERSECTION
cs
'. INSTALL 45" x 6'
M.J. TEE
CONST 6" PVC. W.M.
AS SHOWN ^„ •-.�., ,r^ I
INSTALL 12" X 6" — ---- /
TAPPING SADDLE w/ SLEEVE. -- __ _. __ \ R _._
AND VALVE. -il-G
INSTALL M.J. BEND /
JACK & BORE 22.5° \__ \ `1 OPEN CUT ASPHALT RD.
INSTALL 36 L.F 6" CL.350 DIP._ INSTAL F.H.A INSTALL M.,L BEND w-�,.�� r & RESTORE IN KIND,
W.M. UNDER PAVEMENT 45° �_ x� ��;j�CONST. 72 L.F. CL.350 DIP.
BORE' 6" PVC. W.M. - CONSTRUCT ASPHALT OVERLAY
UNDER CONC. DR. (TYP) INSTALL 6" M.J.G"Va - (INSTALL 6„ x 6„ OVER ENTIRE INTERSECTION
M.J. TEE
\_ BORE 6" PVC. W.M.
' UNDER CONC. DR. (`P)
U CONST. 20 1_1-4" CL 350 DIP. W.M CENTERED,
rLER
ISTING F"M. w/ 18" MIN.
i L�ARANCE (TfP.) - SEE DETAIL M-6
INSTALL F.H.A
CONST. 20 L.F-6`° CL.350 DIP, W.M CENTERED,
LL M.J BEND UNDER EXISTING STORM PIPE w/ 18 MIN.
INSTALL 12" X 4" VERT. CLEARANCE (TYPO - SEE DETAIL M-6
TAPPING SADDLE w/ SLEEVE. BEND BORE 4" PVC. W.M. INSTALL 4" M.J.G.V
?•5` UNDER CONC. DR. (TYP) M.J. BEND
AND VALVE. /
45°
i
� L
B.S.U.G -- -- - - — — \ _ IN 6" x 4"
-------
_- _ B.S_L4.C�. f _. �- M.J. TEE
ef
_ _ OPEN CUT ASPHALT RD.
JACK & BORE Cn CONST. 4 PVC. W.M. R -'& RESTORE IN _KIND.
INSTALL 36 L.F 4" CL.350 DIP. AS SHOWN 1 CONST. 72 L.F. t1_.350 DIP.
W.M. UNDER PAVEMENT w/' MIN. 3I3" COVER '
T & RESTORE IN KIND- �? C:CNSTRUCT ASPHALT OVERLAY
_ _ - • ` OVER ENTIRE !NTERSECTION �
v)
t CONST. 6" PVC. W.M.
c' AS SHOWN"
w/ MIN. 36'" COVER
& RESTORE IN KIND.
f
REMOVE 1 2 ' CAP & CONNECT
INSTALL 12" x 6" M.J. TEE
/ 6" M.J.G.V
M.J. BEND 45°
INSTALL TEMPORARY; JUMPER
SEE DETAIL, W-12'
I MAINTAIN 10' SEPARATION FROM F.M)
GENERAL NOTES
1. CROSSINGS MAY BE DRILLED & BORED IN LIEU OF OPEN CUT AT ALL LOCATIONS
WHERE ENTIRE INTERSECTION IS SPECIFIED TO BE OVERLAID WITH ASPHALT.
PVC MAY BE UTILIZED AT ALL ROAD CROSSINGS, IN LIEU OF DIP PROVIDED 42" OF COVER IS MAINTAINED.
2. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL CLEARANCE,
THE WATER MAIN WILL BE 20' OF D.I.P. , CENTERED ON THE POINT OF CROSSING.
WHEN A WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION, MEASURED
EDGE TO EDGE, OF AT LEAST 10' SHOULD BE MAINTAINED WHERE PRACTICAL.
3. ALL WATER SERVICE LOCATIONS SHALL BE DETERMINED BY
CONTRACTOR; BASED ON CONFLICTS AND LAND OWNER'S REQUEST.
4. WATER SERVICES MAY BE USED TO OBTAIN TEMPORARY SAMPLES.
5. NO WATER IS TO BE SUPPLIED, UNTIL A LETTER
OF CLEARANCE IS RECEIVED FROM F.D.E.P.
6. RESTRAINT SHALL BE PROVIDED AT ALL BENDS, VALVES,
AND FITTINGS PER I.R.Co. STANDARDS.
7. LOCATION OF ALL EXISTING UTILITIES ARE APPROXIMATE ONLY,
CONTRACTOR IS RESPONSIBLE FOR EXACT FIELD LOCATION.
8. ALL HARD SURFACE DRIVES TO BE DRILLED AND BORED. IF DRIVEWAY IS DAMAGED, OR
CANNOT BE BORED, ENTIRE SECTION OF CONCRETE FROM CUT TO PAVEMENT SHALL BE REPLACED.
9. ALL EXISTING SIGNAGE SHALL BE RESTORED IN KIND.
10. FINAL GRADE OF RESTORATION SHALL BE 2" BELOW SODDED GRADE
TO ALLOW FOR SOD DIFFERENTIAL.
11. ALL WATER FLUSHED FROM MAINS SHALL BE DIRECTED INTO REAR YARD DITCHES.
FLUSHING INTO FRONT YARD SWALES IS FORBIDDEN BY THE CITY OF SEBASTIAN.
12. ONE ROW OF BAHIA SOD SHALL BE PLANTED AT EDGE OF ROAD, IF DISTURBED.
LEGEND AND ABBREVIATIONS
IRC
IRON ROD AND CAP
OAK
LB
LICENSED BUSINESS
NO.
NUMBER
PINE
R/W
RIGHT OF WAY
CM
CONCRETE MONUMENT
PALM
MEAS,
MEASURED
P.U.D.E.
PUBLIC UTILITY AND DRAINAGE EASEMENT
SHRUB
FD.
FOUND
O.R.B.
OFFICIAL RECORD BOOK
P.R.M.
PERMANENT REFERENCE MONUMENT
a�
MAPLE
P.C.P.
PERMANENT CONTROL POINT
BM
BENCHMARK
CITRUS
F.F.
FINISH FLOOR
ELEV.
ELEVATION
ELM
E.O.P.
EDGE OF PAVEMENT
R
RADIUS
d
DELTA
WAX taiYRTLE
L
LENGTH
B,S.U.G
BELL SOUTH UNDERGROUND.
PALMETTO
O
SANITARY MANHOLE
CG
DRAINAGE MANHOLE
WELL / PUMP
HYDRANT
wv
DQ
WATER VALVE
WATER METER
yp°
CLEANOUT
®
CATCH BASIN
-�
SIGN
LIGHT POLE
IN
MAIL OR PAPERBOX
0
SOUTHERN BELL BOX
CABLE TV BOX
C-cb
POWERPOLE
t#.
ELECTRIC BOX
®
FOUND NAIL
.
v
o
MATCHLINE SEE SHEET, 4
CONST� 6" PVC. W.M. OPEN CUT ASPHALT !RD.
AS SHbWN
OPEN CUT 'ASPHALT RD. W/ MIN' - 36" COVER
& RESTORli IN KIND. 5' (TYP.) & RES!TORE IN KIND. CONSTRUCT ASPHALT OVERLAY
OVER ENTIRE;: INTERSECTION
AjY
910
m.j TEE
\IKICTAI 1 U7 L_J A
& RLSTORE IN KIND.
OPENICUT ASPHALT RD.
EN CUT ASPHALT RD. I AS SHOWN.�rj
���/ �� /^ ���/ ' ^------'|N F.H.A. ` ��.,,��' � �� ""
\, , ,
� 5 x�
~ INSTALL k4J BEND ~ `~~� `~'- -''� `' '/ x`�'"�� '^''` ' ' - --�-'�' VVK4 � " --
.� \ | i | ! ! � |----C«mS/. o «�� ' � � 5 J.G.V
11.25* } ` ' > _� ' , ! , ^ ! _ , } ~� | ,` | ,,, | | �9 | ^/� | �7 ! r� | ��5 ! AS//SHOVVN
_
wMIN. 36" COVER
\AS SHOWN RESTORE:IN KIND.
kw/ MIN. 36" COVER & RESTORE IN KIND.
RESTORE IN KIND.
CONST. 20 L.F-6" CL.350 1) W.M CENTERED, BORE�6" PVC. W.M. AS SHOWN VUNDER EXISTING STORM PIPE w/ 18" MIN.
UNDER EXISTING STORM PIPE "W'/ 18" MIN.2" r
mt TEE
& RESTORE IN KIND.'
/& RESTORE IN KIND.
OPEN CUT ASPHALT RE).
INSTALU M.J. BEND & RESTORE IN KIND.
| ' ' .^~
"— -'�KIND.
^ "`�'"��" OPEN CUT ASPHALT RD.
L35O D|P
EL � .
�)/ M.J.----
- \ , ' � o xx o u v
~^� O PVC / BORE O^ W.M.-- i � --- --
.^'' ` � f ' ` ' � � ---- | 1 {
|N8TALL F.H.A UNDER CONC. R. /TYp\ ' UNDER C . DR. /TYP\ ' \
INSTALL M.J.
\ | _. , ^ __� � . uuvu
� � \ /��- -- '' - -�^� -� 22 �� /� ! ' l W.M.\ � / i- �� - ' /7`/P \ � r ` � �UN�}
, � = ~' ���` � -��----' `~' ^^~
~ �' ' ' ' �Z AS
' \ -- -'--'- --i -- - ---� -'--- -- - - -- ( - ,-- - --- --- | BORE O^ PVC. W.M. �� N "
' ' ' �/ 3� COVER
� UNDER CONC.OR \ `^ / ''/ """
' ' ' �' '' � ` | ' 8c IN KIND.
RE RE
S «
C0N5T. 20 L. '-4" CL.350 0P| VV.M CENTERED,.'
UNDER EXISTING STORM PIPE W/ 18" MIN.
ONS
AS SHOWN
INSTALL MJ. BEND MIN. 36" COVER
OPEN CUT ASPHALT RD.
& RESTORE IN KIND. INSTALL M.J. BEND
CA DA
ICONST. 4" PVC. Wlm) INSTALL M.J. BEND
AS SHOWN 11.25'
RESTORE IN KIKD.
SHOWN INSTALL M.J. BEND
RESTORE IN KIND.
AS" SHOWN
TALL M.J. BEND & RESTORE IN KIND.
6 INS
UNDER CONC. DR.,.,,-(TYP) & RESTORE IN KIND.
-D s 'ASPHALT OVERLAY
OPENe:QUT ASP.
UNDER EXISTING F.M wl OVER
ENTIRE INTERSECTION
k`18" MIN. CONST. 6" PVC. W.M. RESTORE IN XIND. Jx
w/ MIN. 36" COVER INSTALL F. H.A CONSTRUCT ASPHALT OVER D\Y
& RESTORE IN KIND.
INSTALL M.J. BEND OVLtR ENTIRE I NTE R S E CT,*N CONST. 8" PVC. W. M.
INSTALL M.J. BEND M. J. TEE
AS SHOWN
F. H.A BORE 6" PVC. W.M. & RESTORE IN KIND.
UNDER CONC. DR. (TYP)
AS SHOWN
k. RESTORE IN KIND.
-------------
INSTALL 12
TAPPING SADDLE w/ SLEEVE\
air— db
AND VALVE.
OVER ENTIRE INTERSECTION
OPEN CUT ASPHALT RD CONST. 2Q L.F-6" CL.350 DIP. W.M CENTERED/
10
OPEN CUT ASPl-iALT RD.
& RESTO�E IN KIND. UNDER EXiSTING STORM PIf?E wl 18" MIN. INSTALL'! M.J. BEND
k RESTORE 4N KIND.
CONST. 54 L.F. CL.350 DIP, VERT. CLEARANCE (TYP SEE DETAII_4/1—� 22.5' 2 54/L.F. CL.350 DIP. 0 INSTALL M.J. BEND CONST. 20 L.F-8" CL.350 DIP. W.M CENTERED,
UNDER EXISTING STORM PIPE wl 18" MIN.
OVER ENTIRE INTER
CONNECT TO EXISTING 10" W.M.
INSTALL M.j. BEND
W.M. UNDER PAVEMENT CON�T. 20 L-F--!,-8-�-C_�.350 DIP. W. 'CENTERE & RESfQRE IN KIND.
INSTALC 6" x 6 DITCH CROSSI��,"SEE PROFILE, SOUTH OF C.R. 512
C.R 512 NEAR BAR\BER PE ON BARBER STREET
INSTALL F. H.A
Mir
NT
DEPARTMENT OF
INDIAN RIVER COUNTY SEBASTIAN PHASE 2B
DESIGNED BY1
APPROVED BY:
UTILITY SERVICES COUNTY PROJECT NO. UW-97-11-DS WATER ASSESSMENT PROJECT
0
MATCHLINE SEE SHEET 5 i, MATCHLINE SEE ,SHEET 5
5' (TYP)
T
_j OPEN CUT ASPHALT
OPEN CUT ASPHALT RD.
A
0 DIP.
B.S. W11 , _1 U.Q
777— —7_�� to — & RESTORE IN KIND.25
& RESTORE IN KIND. A CONST. 36 L.F. CL.35
J
CONST. 54 L.F. CL. 7, +
13 - -S. LLQ
4 �00 15- 0 + C. 0 f 1+00 OPEN CUT ASPHALT RD.
& RESTORE IN KIND. INSTALL 6c4
� I
L.F. C�.350 DIP.
M,
Q
CONST. 72 M.J. TEE
_4 __ - ____ -, U. -
6" M.J.G.V
xi iCONST. 6 PVC. W.M.
• INSTALU M.J. BEND TALL F.H.A 26
MIN. 36 COVER INSTALL 6" x 6
PVC. W.M.
INSTALL 6" x 6" 11.25- 5' (TYP) _CONST. 6"1
AS SHOWN INS
Q I& RESTORE IN MIND.
M.J. TEE LLJ
20
M.J. TEE > AS SHOWN'
t
6" MIJ.G,V
OPEN M.J.G.V OPFCUT ;ASPHALT Pn 0 i w/ MIN. 3� COVER
& RES BORE 6* PVC. W.M. & RESTORE IN KIND.
TOR� IN KIND.
i
UNDER CONC. DR. (TYP) j 0 _4 4
* PVC. W. M.
CONST. 36' L.F. CL.350 DIP' CONST. 6'
AS SHOWN
5' (TYP) t
w/ MIN. 36" COVER
& RESTORE IN KIND.
2 -7
CONST. 20 L.F-6" CL.350 DIP.1 W.M CENTERED,
-7 UNDER EXISTING STORM PIPE wl 18" MIN.
VERT. CLEARANCE (TYP.) — SEE DETAIL M-6
CONST. 6" PVC. W.M.
PORE 6" PVC. W.M.
4
AS SHOWN 'D
ONDER CONC. D R. (TYP)
P) +
OPEN CUT ASPHALT RD. PVC. W.M. ---,4
wl MIN. 36" COVER BORE 6
I CONST. 6"PVC.t W.M.
& RESTORE IN KIND.
& RESTORE IN KLND-�-� 28
UNDER CONC. DR. (TYP)
CONST. 36 L.F. CL.350 DIP. AS SHOWN
0 to w/ MIN. 36" COVER INSTALL F.H.A
INSTALL 6" x 6"
& RESTORE IN INSTALL 6" x 6
j
M.J. TEE
11.25* M.J. CROSS
7--
6 G.V
INSTALL M.J. BEND f- BIND. 6 M.J.G.V
8 6" M.J.G.V (2)
B,
B
2 �.V 5+00 64 00 -00 8+00 9+00 00 2+00
INSTALL F.FtA___..,
ek
INSTALL 6" x 6" U, I
M.J. TEE OPEN CUT ASPHALT 0,D. INSTALL 6" x 6" i to
IS11
6" M.J.G.V & RESTORE IN KIND. M.J. CROSS +
0 EN CUT ASPHALT RD. OPEN JUT ASPHALT RD.
5' (TYP)
CONST.054 L.F. CL.350 DIP. 6" MIJ.G.V (2)
& RESTORE IN —KIND.
& RESTORE IN KIND.,
CONST. 36 L.F. CL.350 DIP.
7 7
(2)
4
C NST. 54 L.F. CL.350 DIP
RD.
CONSTRUCT ASPHALTOVERLAY
OVER ENTIRE INTERSECTION
M
'BORE 6" PVC. W. M.
UNDER CONC. DR. (TYP)
+
,2
INSTALL 6 M.J.G.V
CONST. 6 PVC. W.M. AS SHOWN
wl MIN. 36" COVER
13 6 & RESTORE IN KIND.
+f
W.M.
PEN CUT ASRHALT RD.
BORE 6" PVC. WE�
& RESTORE INi KIND.
;UNDER CONC. DR. (TYP) 5' (TYP) CONST. 54 L.F. CL.350 DIP.
\j
0 e CONSTRUCT ASPHALT OVERLAY
6
OVER ENTIRE INTERSECTION
----"`'�1 t - j _ i INS
TALL 6" x 6"
INSTALL M.J. JEND
11.25* INSTALL F.H.A. M.J� TEE
6" M.J.G.V
•
S
14 D iNi'00 2. 5+ 71 0
+
7
5 dh 7, BORE 6" PVC. W.M.
Et, DR. (TYP)
UNDER CONC.
OPEN CUT ASPHALT RD.
&
CONST 6" PVC. W.M.
& RESTORE IN KIND.
INSTALL 6" x 6"
AS SHOWN
INSTALL 6" x 6" 7130RE6" PVC. W.M. M.J. TEE CONST., 54 L.F. CL.350 DIP.
INSTALL F.H.A..1'111 W/ MT
M.J. TEE,0 36" COVER UNDER, CONC. DR. (TYP) 0 6- M.J.G.V
RE RE IN KIND.
22 t6 12
6" M.J.G.V
OPEN CUT ASPHALT RD.
& RESTORE IN KINb.
4
CONST. 36 L.F. CL 350 DIP,
i2
V
71 5
1 tz"
CONST. 20 L.F-6" CL.350, DIP. W.M CENTERED,
2 18" MIN.
4 UNDER EXISTING STORM, PIPE w
3
VERT. CLEARANCE (TYP SEE DETAIL M-6
BORE 4" PVC. W.M. CONST. 4"PVCJ W.M. INSTALL F.H.A
UNDER CON. DR. (TYP)
AS SHOWN 0
5' (TYP) 'CbVER _Lj
INSTALL M.J. :BEND OPEN CUT ASPHALT RD. W/ MIN. 36' '\J dot will not be servicedOD
/ 7
11.25' & RE TORE IN KIND. & RESTORE IN 1KIND. I Pue to ownership
S 7
ALL 6" x 4" CON 36 L.F.
7
INSTALL CL.3501 DIP.
by V.A. Financial Se
"
rvice
INSTALL 6x .
M.J. TEE
7A 4" M.J.G.V 4
4+00 5+00 9+00 M.J. TEE
4" M.J.G.V
�7 5
a A3*
2 13
OPEN CQT ASPHALT RD.
-3 3
Ll OPEN CUT AS
RESTORE IN KIND. T RD! ASPHALT RD1
CONSTRUCT ASPHALT OVERLAY +
OPEN CUT ASPHALT R�). 36 L.F. CL.350 DIP. & RESTORE IN KIND. I INSTALL 6" x 4"
INTERSECTION RESTORE IN KIND. I OVI�,,R ENTIRE IN M.J. TEE
(D CONST. 54 L.F. CL.350{ DIP.
CONST. 54 L.F. CL.350 DIP.
4" M.J.G.V
17 16
% 2,a
INSTALL F.H.A.
f
BORE 4" PVC. W.M.
th CONST. 6" PVC. W.M. 2 UNDER CONC. DR. (TYP)
r.
AS SHOWN
w/ MIN. 30" COVER
& RESTORES IN KIND.
CPNST. 20 L.F-6" CL.350 D10. W.M CENTERED,
UNDER EXISTING STORM PIPE w/ 18" MIN.
+
VERT. CLEARANCE' (TYP.) SET,� DETAIL M-6
2 0
2 C)
E D A RE
-A I E 11
RE V I E \WE dND AORLIV BY:
MATCHLINE SEE SHEET 3
MICHAEL* H0TCt`K1S�, FLA. P.F., No, 39514
DATE,
Date By
No, Revision Date By NOT Revision DEPARTMENT OF TECHNICAL, BLANKEN NOV. 97 SHEET
INDIAN RIVER COUNTY I
S EBASTIAN PHASE 2B
1, = 60' 4
1840 25th STREET SCALE,
DESIGNED BY:
VERO BEACH, FLORIDA 32960 MICHAEL C, HOTCHKISS WATER ASSESSMENT PROJECT (407) 567-8000 UTILITY SERVICES iAPPROVED BY: COUNTY PROJECT NO, UW-97-11-DS
OF 10
�
CONST. 12" PVC. W.M.
Asphalt
Vertical Scale: 1
3'
TAPPING
SADDLE w/ SLEEVE AND
VALVE
& RESTORE IN KIND.
Horizontal Scale:
10'
Cover
I . E . EL. 15.50
EL'61
16.0
INSTALL
TEMPORARY JUMPER
Pipe
Crossing
15.0
:I:E,
SEE DETAIL W-12
3.-
18
M in:
TO
Cover
I.E. EL. 15.50
M.J. BENDS w/ RESTRAINT
ui
16.0
PER SPECIFICATIONS.
CONS' 45 "~
�/-�/ �� �^ �� /�8'
BEND3 �ESTRA|NT ��''�^-� � "°
�����k�
&c BORE
(
(BOTH SIDES)
PER SPECIFICATIONS. (BOTH SIDES)
-'' --'
INSTALL^'
J� LF' 1�� CL35Q 0P�~�
~~
/ |
| \. |
|
'
11
p�� �p��|F|CAT|()N5.
.
C0NST. 12 W.M. TO NORTH
�
W.M.
' '
UNDER PAVEMENT
�
|
��'
/
/
` �
CONST. ^
0P� VY�K4 CENTERED,
PROPERTY LINE AND
VV[FH ELECTRONIC
� �
INSTALL M.J. CAP
MARKER__
�
C0NST kJECALUC
��'
!
(
-- -
UNDER ^
VERTC
"RETAINER
1� MIN.
SE -O
8c GLANDS
PER SPECIFICATIONLINES. (BOTH SIDES) NORTH
LINE
INSTALL F.H.A7
\ �4 , "
INSTALL O x 4
M.J. TEE ---~'�-
\
72
\ \
CON5TW.M.. 8" PVC. VY.
AS SHOWN —
r`
w/ MIN. 35^ COVER
RESTORE IN -KIND...
OIN
��U U���� ���� �������� ��
.~~.,~~.,��..._ ~~~-~~ ~~,.�~~-. ,
REVIEWED AND APPROVED By1
kAT[`L��[1 FLA. F Na 39514
i SHEET
SEBASTIAN PHASE 2B
S-- i WATER ASSESSMENT PROJECT
n
d
Cn MATCHLINE CONTRACT C
CONST. 6' PVQ. W.M. 2 4
2 4
7 AS SHOWN 1 C,
i-S- vvl IN. 36" COVER
�s
S, 7 jC
& RESTORE IN KIND. C
INSTALL F.H.A
i�1830 R
R
1-- 30 N I
Tf� 40 B
1580 If I ORE 6" PVC. W.M�
/i
Pipe CrossingTo
ki-5.1 �O' UNDER CONC. DR. (TYP) I
'Pipe Crossin 1, 41 see Profile D-111 90
!see Profile D-10
BELOW ��.70 E
1 BELOW R 45'--8'
7
4 00
00 17+00
�0^0
4- ---------
®R
T -.- 0 G ------
Y__
y B.S.U.G
47
AlF
JACK & IBORE
S-8
INSTALL 54 'L.F. CL.350 DIP.
J•
JACK BORE 5' (Ty P)
21
INSTALL 54 L.F..4 CL.350 DIP.
to
OPEN CUT ASPHALT RD.
12 KIND:
7
& RESTOREIN
CONST. 72 L.F. Cl_., �50 DIP.
CONST. 20 L'F-6" CL.350 DIP. W.M CENTERED'
INSTALL F.H.A 0 BORE 6"'7 INSTALL F.H.A
UNDER EXISTING STORM PIPE �!w/ 18" MIN. CONST. 6" PVC. W.M. PVC. W.M.
VERT. CLEARANCE (TYP.) S�E DETAIL M-6 AS SHOWN INSTALL F.H.A UNDER c6NC. DR. (TYP)
W/COVER
C
& RESTORE IN KIND.
%J, rim
SCALE,, 1" - 601
_4 U)
M
ry
00
........ jizb
OPEN CUT ASPHALT RD.
"
y0,P
EN CUT ASPHALT RD.
& RESTORE IN KIND.
BORE 6PVC. W.M.
+
OP
CONST. 54 L.F. CL.350 DIP.
& RESTORE IN }BIND.
CONC. DR. (TT P)
CONST. 72 L.F. CL.350 DIP.
INSTALL F.H.A
CONST, 6" PVC. W.M. 72
INSTALL M.J"'BEND
AS SOWN
27 O2 2.5* 2
w/ MAIN. 36" COVER INSTALL 6" x 6"
& RESTORE IN KIND. M.J. TEE
6" M.J.G.V
INSTALL F.H.A
AS SHOWN
-,w/ MIN. 36" COVER
4i. t 5' (TY P)
& -RESTORE IN KIND.
Z_
MATCHLINE SEE SHEET 6
Rim El. 18.30 Profile D-1 1 Rim El. 18.40
Profile D— 10 /X
> Vertical Scale: 1" = 3' 18" R.C.P
18" R.C.P 18.0 18.0
LLJ n Horizontal Scale: 1" = 10'
:1E E. EL. 15.90
36" min. E. EL. 15,40 17.0 36' min.
Z Cover Cover
M 1 6.0 16.0
0
ui 15.0 18" Min. C W.M 6' P.V.0 15.0
M ��6pV.0 W.M 18 Min. 6 P.V.0 W To W. M 1440
M To W.M 1 13.90 14.0 6" D.I.P W.M. 14.0
LLJ
%=ZI,P W,M JACK & BORE CONST. 45 deg. (2)
-_�� I
JACK & BORE CONST.45 deg. (2) M.J. BENDS wl RESTRAINT
M M.J. BENDS wl RESTRAINT PER SPECIFICATIONS. (BOTH SIDES)
M PER SPECIFICATIONS. (BOTH SIDES)
CONST. MEGALUG
< CONST. MEGALUG RETAINER &' GLANDS
0)
RETAINER & GLANDS PER SPECIFICATIONS. (BOTH SIDES) REVIEWED AND APPROVED BY:
PER SPECIFICATIONS. (BOTH SIDES)
MICHAEL C, HOTCHKIS-S-, FLA, P.E. Na 395'4
No. Revision Date By C BLANKEN Et NOV 97 SHEET
DEPARTMENT OF _____1TECHNICAb
INDIAN RIVER COUNTY S E BASTIAN PHASE 2B
1 7
1840 25th STREET DESIGNED BY: SIC&El 1' = 60'
VERO BEAM, FLORIDA 32960 MICHAEL C. HOTCHKISS
UTILITY SERVICES APPROVED BY1 COUNTY PROJECT NO. UW-97-11-DS WATER ASSESSMENT PROJECT
RI (407) 567-6000 OF
�m
MATCHLINE — CONTRACT 2C
.
INSTALL 8" x 8".
CONST. 6" PVC. W.M.
t M.J. ± 1
.J. TEE
AS SHOWN
INSTALL .6 x 6" w/ MIN_ 36 8" x 6" M.J. REDUCER (2)
COVER M.J. TEE
& RESTORE { IN KIND. 6" M.J.G.V w) M.J. CAP
INSTALL F.H.A r I JACK & BORE
INSTALL 72 L.F. CL.35Q DIP.
—
B.S.U. _-
T•;
"+c?t.s ar :;`4, ,?�.? ?.YttiC7 A-?-tk a., L�-•.L+ 5 - 6Ci
8„ P -
.� BORE VC W M `
UNDER CONC. DR. (TYP)
x
i
i
n
CONST. 0 I F--'P" CL.350 DIP.
JACK & BdRE VERT. CLEARANCE (TYP.) — SEE DETAIL M-6
INSTALL 36 L.F. CL.350 DIP.
r UNDER EXILING STORM PIPE w/ 18' MIN.
(TYP) } INSTALL 6" M.U.
�i INSTALL M.J. BEND
I � 45
i
� I0 CONST. 8" PVC. W.M. \
I
i $ { H5 5rluwly Is,
w/ MIN. 36" COVER
j & RESTORE IN KIND..' .
7 Y >4
f -.REMOVE M.J. CAP (5.5' below CONC)
+�`( INSTALL 10" x 8" M.J. REDUCER -
5' (TYP)
8' M.J.G.V i
I M.,v BEND 90" (2)
1 9 4� OPEN, CUT,,,CONC. SIDEWALK
& RESTORE `IN KIND.
INSTALL M.J. BEND I '-rI
45° r INSTALL 6" x 6" 6 / INSTALL TEMPORARY JUMPER
M.J. TEE (' ) `y SEE DETAIL W-12
---
6" M.J.G.V
1 '
�._ 5' (1•fP)�, INSTALL M.J. BEND
{ % 45'
CONST. 6" PVC. W.M.
AS SHOWN
w/ MIN. 36" COVER �� ~A� OPEN CUT ASPI ALT RD,
& RESTORE IN KIND. f & RESTORE IN KR� p
' CONST. 36 L.F. CL.O DIP.
W
W
1
z
USIDEWALK �.
CONSTT�. O L.F-6" CL.350 DIP. W:M'CENTERED, MIN.
` UNDER E)(ISTING STORM PIPE w/ "8" MIN.
/ VERT. CLEARANCE (TYP.) — SEE aDETAIL M-6 8" DIP. W.M
'k 7
�� i f.
i ``QPEN CUT ASPHALT RD.
& .RESTORE IN KIND,
CONS. 54 L.F. CL.350, DIP.
t / 3 2, , , INSTALL 90• M.J. BEND
2'
MIN,
8 L.F
%, 1" ` z. NORTH SIDE
INSTALL �" x F6" Horizontal Scale: 1" = 10'
M.J. TEE Vertical Scale: 1 " = 3'
-Z1 ,
23' +
EAST BOUND
C•R.512
t �
ASPHALT
�a
MATCHLINE SEE SHEET 6 EXISTING 8" PVC. F.M
O
INSTALL 10" x 8 M.J. REDUCER �` y
_EXISTING 10" DIP.
2'
MIN.
8 L. F
18' +
EXISTING VALVE
ASPHALT
R.51
INSTALL 10" x 8" M.J. REDUCER
EXISTING 10" DIP
INSTALL. 45 deg. (4)
M.J. BENDS w/ RESTRAINT
PER SPECIFICATIONS.
17' +
DITCH CROSSING
C,R, 512 NEAR BARBER AVE,
SIDEWALK
2> 6,�
a
MIN.
8" DIP. W.M
0
INSTALL. 45 deg. (4)
M.J. BENDS w/ RESTRAINT
PER SPECIFICATIONS.
MATCHLINE SEE SHEET 6
CONST. 20 L.F-6" CL.350 DIP. W.M CENTERED,
UNDER EXISTING STORM ;PIPE w/ 18" ON. �
5 TYP) VERT. CLEARANCE (TYP.) — SEE DETAIL M=
(J `
--=
x SCALE,, 1 " = 60'
0 ;.
e UJ
i
OPEN CUT ASPHALT f 0.
1'7
& RESTORE IN KIND.
' 'CONST. 54 L.F. CL.350 D.
W INSTALL M.J. BEND 'f
_ 11.25• INSTALL •,5 x 6"
M.J. TEE ;
' 6" M.J.G.V
W
G U S B...
W
(n
W
Z
INSTALL M.J. BEND-
22.5• /
5' (TYP) ;
OPEN CUT CONC. SIDEWALK
k. RFSTORF IN KIND.
0^
L
25'
ASPHALT SHLDR. THIS AREA SEE SHEET 3
1�
_ FALCON ___ I
/ U.G CABLE T.V \ 7 . I
ifG .
SWALE .A.r. __ 4 i i S. STA. 70+44.69 \ ` 1
3.5'X 8' CONC.-�—� l�
C.D.
D I pp
/� SURVEY C.R. 512)= P.P.
MAILBOX PAD \ Oil i STA. 16+04.44
S.B.T.J I IQ I ( CONST. BARBER ST.^
TOP EL. 22.30 STA. 70+44.74 4' PAVED SHLDI
BOTTOM EL
e CONST. E.B. I(C.R. 512)= E j
_ . 18.30 �
E & W INV. EL. 18.44 STA. 15+00.0 I
{ S INV. EL. 19.10 @ CONST. BARTER ST. f r OLD ASPHALT
OLD ASPHALT (n I$' CONST. BARBER ST. N. a
BARBER �' �`' N NEW OVERLAY
F N 51 '48' 18"W J J
JACK & BORE NEW OVERLAY ; w U > > SEPT. 98
INSTALL 54 L.F CL.350 DIP. STREET BY
SEPTEMBER 1998 I� N �,
JI v 4' PAVED SHL
D N51'48'18"W
r ? v STA. 70+58.53
j CONST. BARBER ST. S. —
EXISTING __ B CONST.LE.B. (C.R. 512)=
TOP �.�
6" G.V / PLUG ��� M EL,50. 18.50 BOTTOM B CONST.LBARBER ST.
EXIST. B.O C.D. ° E & W INV. EL. 18.48 \
EXISTING EXISTING [�/1�\ '{ \S INV. EL. 19.10 \ /
1PVC. W.M PCW.M\•
Q k0 Sµ � 12 C.A.P.
4 PAVED SHLDR./
' .._
EXISTING 8 VALVEE f ��
f� � Ifs \ ' 1, / ��C'�
�X I R/W LINE ; I \1
Z fog,/ C.R. 512 , C.R. 512
EAST ( WEST
BOUND BOUND, t
I REMOVE PLUG ;i ! S.B.M.H.
F ( I CONNECT TO EXISTING W.M. L
INSTALL 90' M.J. BEND ! 425'
{-- 37' 4' `
D INSTALL PERMANENT S.P._se.u.G
—8" PVC. F.M.
APPROXIMATE LOCATION
INSTALL 45• M.J. BEND
BORE 8" DIP. W.M.
UNDER CONC. DR. (TYP)
INSTALL 90• M.J. BEND
8" M.J.G.V R/W LI N E
P.P. FALCON
-cf., 6_CA0C T. V
.P.
DITCH CROSSING
SEE PROFILE LEFT
C.R 512 NEAR BARBER AVE
CONNECT TO EXISTING W.M.
INSTALL 10" x 8" M.J. REDUCER
3T
i
_ EXIST]jJG_
10" CASING
8" PVC. F.M.
APPROXIMATE LOCATION \
� 4' PAVED SHLDR.
W.M. TIE
SOUTH OF C.R.512
ON BARBER STREET SCALE: 1 " = 30'
REVIEWED AND APPROVED BY'
MICHAEI_ C. HU 1 C;HK1SS) F € A, PE, No, 30514
INDIAN RIVER CO
1840 25th STREET
VERO BEACH, FLORIDA 32960
�`�vRioP (407) 567-8000
LINTY
DEPARTMENT OF
UTILITY SERVICES
0
DETECTION TAPE
SEE NOTE
MAINTAIN TRENCH
WIDTH 2'-0' ABOVE
TOP OF PIPE,
PROVIDE TRENCH
SLOPE AS REQ'D
GRADE
SEE NOTE 4
MAXIMUM WATER LEVEL -�- }--}-
ALLOWABLE DURINGIT/
CONSTRUCTION T
3/4' DIA. BEDDING ROCK 12' PIPE i�
OR PEA ROCK WHERE D'
CONDITIONS REQ'D. TRENCH W DT
'W'
NOTES
W
0 6' MAX. LAYERS
u OR OTHER APPROVED
METHOD TO ACHIEVE
95% COMPACTION
,(,noI I 1
4' MAX.
LAYERS
AT 95%
UNDISTURBED
SOIL
1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE,
PROVIDE APPROVED METHOD OF CONSTRUCTION.
2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD.
3. COMPACTION PERCENTAGES SHOWN REFER TO AA.S.H.T.O. T-180.
4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL.
5, TRENCH WIDTH 'W' = PIPE O.D. PLUS 2'-0'.
6. 2' WIDE IDENTIFICATION TAPE (NON-METALLIC) TO BE ATTACHED
TO PIPE. TAPE TO BE MARKED - WATER LINE, FORCE MAIN OR REUSE.
TRACE WIRE SHALL BE ADDED CONTINUOUSLY ON ALL PIPE. (SEE DETAIL M-16)
7, ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN
REQUIRED BY OTHER JURISDICTIONAL AGENCIES IT SHALL
CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR THE OTHER
JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE
STRINGENT.
DRAWING
(UNPAVED AREAS) NO.
TRENCH DETAIL M-1
ASPHALT SURFACE FINISHED GRADE
36' SQUARE
I � � 24' SQUARE
(1) - NO. 30 FN
CONTIN.
CONCRETE yPAD
LIMEROCK SLIDE TYPE
BASE VALVE BOX
SLIDE TYPE
VALVE BOX
TYPE I TYPE II
POLYETHYLENE
(VISQUEEN CAST IRON STAY -PUT COVER
OR EQUIVALENT) RAISED LETTERS MARKED:
'WATER' AS APPLICABLE
OR
24' MAX. 'SAN. SEWER" AS APPLICABLE
0
Ld
TYPE I TYPE II
PR❑VIDE EXTENSION
AS SHOWN
;D
M
L SEE TRACER WIRE DETAIL,
DRAWING
NO.
VALVE AND BOX M_7
EXISTING I I
BASE TRENCH WIDTH 'W' + 4' MIN,
SURFACE RESTORATION
MECHANICALLY �°
SAW EXISTING PAVEMENT MIN,
/s// z
/ / /• % /` / / / / / i / / ' / W
/ / a
SEE NOTE 6
6' MAX. LAYERS OR
OTHER APPROVED _
METHOD TO ACHIEVE
957 COMPACTION
4' MAX,
LAYERS
AT 95% `r
3/4' DIA. BEDDING ROCK OR PEA ROCK WHERE
CONDITIONS REQUIRE
12' PIPE 12°
O,D.
TRENCH WIDTH
0A
REPLACEMENT CL
LIMEROCK BASE e
IN 3 LIFTS AT Lj
98% M i
MAX. WATER LEVEL
j ALLOWABLE DURING
CONSTRUCTION
UNDISTURBED SOIL
NOTES
1, WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE,
PROVIDE APPROVED METHOD OF CONSTRUCTION.
2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD.
3, NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING
AND SHALL HAVE LAPPED AND FEATHERED JOINTS, (1-1/2' MIN. THKJ
4, COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T,O. T-180,
5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER
COUNTY PUBLIC WORKS / F.D.O.T. STANDARDS.
6, MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL
TRENCH WIDTH 'W' = PIPE O.D. PLUS 2`-0',
8. 2' WIDE IDENTIFICATION TAPE (NON-METALLIC) TO BE ATTACHED
TO PIPE. TAPE TO BE MARKED - WATER LINE, FORCE MAIN OR REUSE,
TRACE WIRE SHALL BE ADDED CONTINUOUSLY ON ALL PIPE. (SEE DETAIL M-16)
DRAWING
(PAVED AREAS) NO.
TRENCH DETAIL Pv1-�'
24' X 24' X 6' THIC_K, CONCRETE PAD AT
EACH VALVE BOX WITH (1) - NO. 3 0
CONTINUOUS. (SHALL BE 36' X 36' IF
LOCATED IN TRAFFIC WAY.)
WATER
N❑TES
1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER
AND YELLOW FOR FORCE MAINS,
DRAWING
NO.
VALVE EX PAD M-3
FINISHED GRADE
/,
CON(. ENCASEMENT 6' MIN.
BETWEEN OUTSIDE DIAMETERS
OF PIPE (TYPJ
SEWER
WATER MAIN
S E C T I13 N A- A UTILITY OTHER
THAN SEWER
SANITARY CONCRETE
SEWER ENCASEMENT
CONCRETE
ENCASEMENT
21 z �
= 1 2'-0' MIN,
WATER
MAIN
0
0
WATER MAIN
WATERLINE TO
BE OVER TOP
OF SEWERLINE
WHERE POSSIBLE.
A
CLASS I JJ w' CLASS 2
ENCASEMENT DETAILS
NOTES N.T.S.
1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN
& SEWER IS LESS THAN 18 INCHES, DUCTILE IRON PIPE MAY BE USED
IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A
LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO
LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE.
2 MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER
AS A MINIMUM.
3, WHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES
SHALL BE D,I.P, WITH MECHANICAL JOINTS OR CONCRETE ENCASED
ITS ENTIRE LENGTH,
4. WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY
SEWER PIPE) AND A WATER MAIN (OR FORCEMAIN) THE WATERLINE (OR
FORCEMAIN) SHALL BE CLASS 52 D.LP. ❑R CONCRETE ENCASED,
DRAWING,
NO,
UTILITY ENCASEMENT M-3
AIR RELEASE - \
VALVE \\ 1/2' P,V.C,
AND FITTINGS
2' DIAMETER \
STAINLESS STEEL
OR BRASS 2' DIAMETER
NIPPLE STAINLESS STEEL
OR BRASS
�.� \`'
2' STAINLESS STEEL NIPPLE
DOUBLE STRAP 2' BRASS CURB
SERVICE SADDLE STOP
WATER MAIN
.NOTES
1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE
CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE
I, R. C, D. U. S,
2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND
PLACED AT SUMMITS IN THE SYSTEM.
3. AIR RELEASE VALVE TO BE INSTALLED
ABOVE SURROUNDING GRADE PER, D. E. P
4. SEE TRACER WIRE DETAIL.
DRAWING
(AUTOMATIC - WATER / SEWER) NO.
ABOVE GROUND
AIR RELEASE VALVE DETAIL M-10B
0
o
0
0
0
0
0
0
0
0
0
0
o
a
Q
N
L
O
a
o
0
0
0
0
0
0
6
�
cla
a
N
N
�
L
0
n
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[U
L
+
0
O
o
0
0
0
0
o
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N
p�
cu
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�
N
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N
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L
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^
y
y
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a
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u
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ur'i
m
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(11
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4
d
vl m
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L
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a g Z
Ci
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DRAWING
RESTRAINING
NO.
SCHEDULE AND NOTES
M-51
NOTE: 1. TRACE WIRE IS REOUIRED ON ALL PIPE
2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE.
3. CONTRACTOR RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE.
4. ALL SPLICE CONNECTIC44S ARE TO BE HOT SOLDERED (50/50 RESIN CORE),
WRAP W/3 ALTERNATING LAYERS OF SCOTCH "33TAPE & COVER WITH
SCOTCH WATERPROOFING COMPOUND.
5. SHRINK WRAP MAY BE USED INSTEAD OF SCOTCH WRAP
6. VERIFICATION OF SIGNAL 15 REQUIRED UPON COMPLETION OF CONSTRUCTION -
TO PUT CONTINUOUS TRACE WIRE
UNDER BOLT, FIRST LOOSEN NUT,
STRIP 3/4' OF MAIN THEN STRIP 3' MIN., WRAP ONCE
WIRE & 4" OF BRANCH AROUND BOLT, 1 TWIST, 2 WRAPS
INOT CUT WIRE"
WIRE. TIGHTEN NUT AFTER WRAPPING
TRACE WIRE AROUND THE BOLT.
{/ MIN. 5 WRAPS
SOLDER - MAX. 10 WRAPS
BRANCH SPLICE DETAIL
FINISH GRADE
4 r.
PUT WIRE UNDER BOLT
SEE DETAIL ABOVE
CONTINUOUS / 14 THHN
-STRIP 4" MIN. COPPER PPR T &E IRE
R
MIN. 3 TWISTS
it
STEP 2
MIN. 5 WRAPS
uu�
SOLDER STEP 3
r \
STEP 4
MAIN LINE SPLICE DETAIL
TRACE WIRE DETAILS
HALF HITCH - HALF HITCH ON
BEHIND EACH EACH SIDE OF
BELL. ALL VALVES
FINISH GRADE -�
EP
-IRE HYDRANTS &CH SPLICE TSER/ICE TAPS '
114 THHN SINGLE CONDUCT
COPPER TRACE WIRE.
--HALF HITCH AT ALL SERVICE TAPS,
& EACH ENO OF ALL FMINGS. ,
N.T.S.
WING
TRACE WIRE DR NO.
DETAIL M-I
GRADE
OBSTRUCTION--__36' MIN,
COVER
PRESSURE MAIN
RESTRAINED
JOINTS 45' OR 22 1/2'
ENCASE AS REQ'D, BENDS (M,J.)
SPECIAL UTILITY CROSSING - FITTING TYPE
' 18' MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER,
AND SANITARY SEWER MAIN CROSSINGS. D.I.P. WITH
MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED
IF MINIMUM CLEARANCE CANNOT BE OBTAINED.
GRADE
SLOPE TO
OBSTRUCTILIN 36' MIN, COVER -
SEE NOTE NO. 2 # PRESSURE MAIN
FOR ACCEPTABLE
DEFLECTION CENTER A FULL LENGTH
ENCASE AS REQ'D. OF PIPE AT THE
POINT OF CROSSING
STANDARD UTILITY CROSSING - DEFLECTION TYPE
NOTES
I. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER
POSSIBLE. ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL
THE FITTING TYPE CROSSIING BE ALLOWED.
2, CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE
MANUFACTURE'S MAXIMUM JOINT DEFLECTION,
3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL
AFTER ASSEMBLY, (2 COATS MINIMUM.
4, OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY LR.C.D.U.S.
5. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN
& SEWER IS LESS THAN 18 INCHES. D.I.P. WITH MECHANICAL JOINTS MAY
BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING
WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO
AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE.
6. SEE TRACER WIRE DETAIL. -
DRAWING
NO.
UTILITY CROSSINGS M-6
ASBUILT 8' PLUG
+ STA.
OAP.OEL. 4.63 NOTE: A MINIMUM TEXT SIZE OF 1/8'
Z SHALL BE REQUIRED ON ALL
ASBUILT 8° P,V. R-6 TURNS ASBUILT SURVEY'S.
PPM W r 10`� STA. 0+37
f T.O.P. EL. 4.40
Ili R/W
t TIE BE6D� m A END � ASBUILT 8' 90' BEND
CONST. MID EXIS MEN "-' 7' STA. 0+62
'.WITH KNOWN STATE PLAPE
COORDINATES AND SHOV a4 T.O.P. EL. 4.42
ASBUILTS.
ASBUILT 8' FORCE MAIN
PAVEMENT 0 CD ASBUILT 8' 22 1/2' BEND
F. M. UNDER W. M. z z STA. 1 + 15
W/ENCASEMENT 3'-„ T.O.P. EL. 4.89 STA. 123+ 18 (18' L)
W.M. T.O.P. EL. 6.44 �X ASBUILT 8' 22 1/2'BEND F.M. UNDER SA N. S.
AIR RELEASE �' STA. 1+22 F.M. T.O.P. EL, 5.50
VALVE OVER W.M. T. 0 P. EL. 6.52 N. S. T.O.P. EL. 6,40
STA. 1+38 ASBUILT A.R.V. TAP
W.M. T 0 P EL. 6,43 STA. 1+28 ASBUILT 8' SLEEVE
1' --- STA. 122.25 (18' LEFT)
3' P. V, T. 0, P. EL. 5.32
11' R-114 TURN q CORNER
OF BLDG,
STA. 2+ 75 INCC.>
F. M. UNDER TEL. R/ W 0 0 h
F M. T.O.P. EL. 5.35
TO TEL. EL. 6.25 0 y�`o + b
R/ W M 8' OFF
PROP. LINE 1 25'
T 3+ T T
PRM
121+00 122+00 123+00
8' SAN. S, ASBUILT 8' P,V.,
NOTES (EXISTING) �R-4 TURNS
1, ITALICIZED PRINTINC 'SHOWN ABOVE REPRESENTS THE MINIMUM INFORMATION STA. 122+74
TO BE PROVIDED BY THE ENGINEER'S/CONTRACTOR'S SURVEYOR TO IRCDUS T.O.P. EL. 4.40
ON REPRODUCIBLE ASBUILT SURVEY DRAWINGSI ALL ASBUILT SURVEY'
TO BE SIGNED, SEALED AND DATED. SURVEY DRAWINGS SHALL ALSO BE
PROVIDED ON A 3 112' COMPUTER DISK IN AUTOCAD R12 OR R13 FORMAT OR LATEST,
IF A CADD SYSTEM IS NOT AVAILABLE, ORIGINAL ASBUILTS SHALL BE
FURNISHED AND WILL BE SCANNED INTO AN AUTOCADD R13 FORMAT BY IRCDUS
FOR DIGITAL STORAGE, A FEE STRUCTURE IS AVAILABLE AT THE OFFICE OF INDIAN
RIVER COUNTY, DEPT, OF UTIL. SERVICES.(SEE M18A, MIBB & M18C FOR
ASBUILT/CONSTRUCTION REQUIREMENTS.)
2. BASELINE OF CONSTRUCTION & STATIONING OF ITEMS TO BE ON THE
CENTERLINE OF THE PIPE.
3. TOP OF PIPE ELEVATIONS & STATIONING TO BE TYPED, LISTED, SEALED
& SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR RELEASE VALVES
AS CONSTRUCTION PROCEEDS.
4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER
OF TURNS TO CLOSE EACH VALVE,
5. CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET ADDRESS
AND TAX I.D. NUMBER FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS.
6. ASBUILT UTILITY LINES SHALL BE SHOWN WITH A WIDER SOLID LINE. EXISTING UTILITY
LINES SHALL BE SHOWN WITH A THIN DASHED LINE.
(EXAMPLE DRAWING
NO.
ASBUILT DRAWING M-17
REVIEWED AND APPROVED BY,
MICHAEL C. HOTCHKISS, FLA, PIE, No, 39514
No, Revision Date B No, Revision Date B RIVER `TECHNICAL: BLANKEN DATE:NOV 97 SHEET
'` y 0 INDIAN RIVER COUNTY DEPARTMENT OFSEBASTIAN PHASE 2 B
1840 25th STREET
A. SCALE:
DESIGNED BY:VERO tFI3296o MICHAEL C. HOTCHKISS
-ORI 07) 567-800 UTILITY C�Rj�CES APPROVED BY' COUNTY PROJECT NO. UW-97 -11-DSWATER ASSESSMENT PROJECT
OF 1 u
D
11M
CARRIER
PIPE
(ALL
20'-0' •
RESTRAINED)
(TYP)
2'- 5`-0` 5'-0' 2` 6.
CASING INSULATOR WITH RUNNER
HEIGHT TO BE
LARGE ENOUGH, SO THAT
IT DOES NOT
INTERFERE WITH THE
PIPE RESTRAINED JOINTS, CASING
INSULATOR BY
CASCADE
WATERWORKS
MFG. OR
EQUAL.
�-STAINLESS
STEEL
NUTS & BOLTS
STEEL CASING PIPE % CARRIER PIPE
N❑TES
1, NUMBER OF INSULATORS AS PER MANUFACTURERS' SPECIFICATIONS.
(BL❑CKING DETAIL)
DRAWING
Na
JACK AND BORE
M-13
10,
DUCTILE IRON TO EXTEND
ONE LENGTH MINIMUM
ROADWAY
- PAVING
ROCK BASE
10,
DUCTILE IRON M.J.
CLASS 52 PIPE
CARRIER
PIPE SIZE
STEEL CASING
MINIMUM
WALL THICKNESS
4'
12`---
188
6'
14'
_250
- 8'
- 16,
.250
10,
-_ 20,
.250
12,
24°
.250
16'
32,
375
20,
40'
375
24'
_
48'
.500
30'
60'
.625
36'
72'
.625
42'
64'
,625
_ 48'
96'
.625
NOTE, IF RETAINER GLANDS ARE REQUIRED, THE CASING
SIZE SHALL BE ADJUSTED ACCORDINGLY.
CASING DRAWING
ND.
Z1\ INSTALLATIE1N M-14
DETAILS
w
P.E. GOOSENECK 3'
, LONG (MIN,) OR SWING -
JOINT OR APPROVED
EQUAL BY IRCDUS LOCKING w
CURB '',TOP
(TO ACCOMMODATE APPROVED METER BOXES Q
5/8' x 3/4' METER) SHALL BE 'CDR SYSTEMS a
Uj
V, IYz, \COR, .' POLYMER CONCRETE & I
FIBERGLASS
OR RP. 5'-0' ROADWAY 5'-0`
STOP ' FINISH GRADE I
o a-3
12'
ZIN LINE DUAL
LONG S1rRVICE � CHECK BY
�"-SH RT L IRCDUS
STAINLESS STEEL SERVICE METERS
DOUBLE STRAP SEE NOTE 6)
SERVICE SADDLE FITTINGS
WATER MAIN AS REQ'D,
NOTES L v
1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIUM OF
18' ON CENTER.
2, SHDRT SERVICES AND LONG SERVICES REQUIRE
36' MIN'IMUM COVER, WITHIN RIGHT-OF-WAY.
3. MINIMUM SERVICE SIZE NOT LESS THAN 1', DUAL SERVICES SHALL BE
A MINIMUM 1-1/2' AND TRIPLE SERVICES SHALL BE A MINIMUM 2'.
QUADRUPLE SERVICES SHALL BE AS APPROVED BY IRCDUS,
4, V & 1-1/2' LONG SERVICES REQUIRE A 2' MIN. I.D. CASING PIPE. 2'
LONG SERVICES REQUIRE A 3' MIN. I.D. CASING PIPE. CASING PIPE
SHALL BE SCH 40 P.V,C.
5, METERS GREATER THAN 2 INCHES SHALL BE MANUFACTURED BY HERSEY,
MASTER OR APPROVED EQUAL BY THE I,R,CO. DEPT. of UTILITY SERVICES
AND SUPPLIED BY APPLCANT, METERS 2' AND SMALLER SHALL BE
SUPPLIED BY IRCDUS,
6, PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR
AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING
POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING
ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS.
7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED,
8, METER BOXES SHALL BE EXTENDED INTO PRIVATE PROPERTY- IN CASES
WHERE PLACING WITHIN RIGHT-OF-WAY WOULD RESULT IN OBSTRUCTING
FLOW PATH OF SWALE, LOCATE METERS MIN, 2' OUTSIDE BOTTOM OF SWALE
WATER SERVICE 'W -4
5' ROADWAY � 5'
PAVING
ROCK BASE
f
ri
DUCTILE IRON M.J.
CLASS 52 PIPE
ALL DRILL & BORE SHALL BE EXTENhED
5' FROM EDGE OF PAVEMENT,
CASING DRYING
INSTALL A,TION M-14
DETAILS MOD.,
- METERS SHALL BE _ ___ _ METER`_ SHALL BE _._.
LOCATED IMMEDIATELY LOCATED IMMEDIATELY
INSIDE THE FIGHT -OF -WAY INSIDE THE RIGHT-OF-WAY
UNLESS OTHERWISE UNLESS OTHERWISE
DIRECTED BY IRCDUS DIRECTED BY IRCDU-, `\
SEE NOTE 8, DETAIL W-4 > SEE NOTE 8, DETAIL W-4
-21
1 112' P.E LOCKING
SERVICE LATERAL CURB STOPS
METER BOX:
w (METER NOT SHOWN) 1' PE
z f SERVICE:
LATERAL
Li
a _
a il
BRASS COMPP,ESS=N
WYE BRANCH _
IN LINE DUAL
BRASS LOCKING CURB - \ PLAN VIEW CHECK BY ERC DUS -
STOP (FORD OR MUELLER) _V
WITH INTEGRAL
METER COUPLING
CENTER OPENING
-
OVER METER(S)
i' MIN. u
CUSTOMERS f METER
PIPING BOX a z
(BY OTHERS) (SEE NOTE E z
NO. 3) F
�u
a° ?a
r)
(V)
4' MIN. GRAVEL-
OR CRUSHED ROCK � I
CROSS SECTION
NOTES
1. METERS OVER 2' MUST BE APPROVED BY I.R.C.D,U.S. AND INSTALLED
BY CONTRACTOR,
2, ALL METERS 2' AND SMALLER WILL BE SUPPLIED AND INSTALLED
BY I.R,C,D,U,S,
3. MINIMUM SIZE OF METER BOXES: P SERVICE (12' X 20')i 1-112' AND
2' SERVICE (17' X 28')
4. METERS GREATER THAN 2' SHALL BE MASTER METER OR COMPOUND
AS REQUIRED AND APPROVED BY LR.C.D.U,S.
METER BOX
w
Z
r
r-
w
s
0
a.
DRAWING
NO.
R/W (TYR )
a
M LECCTIVE
- ROAD- - ROAD -
MAIN UNDER
CONSTRUCTION-..,_
F:H.
1 j / -VALVES SHALL
it + BE LOCATED
ADJACENT TO
TEE
°INDICATE DISTANCE
FROM RIGHT OF WAY
(TYP.)
NOTES _
1. VALVES SHALL BE LOCATED SO THAT ONLY 3 VALVES ARE REQUIRED
TO ISOLATE ANY ^c RESIDENTIAL OR I COMMERCIAL BLOCK,
2. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000' MAXIMUM.
3. A MIN. COVER OF 36' IS REQUIRED ABOVE BELL OF D.I.P. AND P,V:C, PIPE.
4. CONTRACTOR. IS RESPONSIBLE FOR THE INSTALLATION OF BLUE
REFLECTIVE MARKERS INDICATING FIRE HYDRANTS.
5, PIPE INSTALLED UNDER PAVEMENT SHALL BE D.I.P., AND SHALL EXTEND
5 FEET BEYOND EITHER SIDE OF PAVEMENT. P.V.C, MAY BE USED BELOW
ENTRANCE ROADS AND PARKING LOTS. IF INSTALLED WITH A MINIMUM
OF 42' COVER.
6, DEAD END LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED.
7. ALL LINES MINIMUM 10' OFFSET FROM BUILDINGS.
DRAWING
(VALVE AND FIRE HYDRANT) NO,
LOCATION DE T AIL W-1
A CORPORATION STOP SHALL BE INSTALLED WITH A
LENGTH OF 1' COPPER TUBING EXTENDING ABOVE
THE GROUND. THE TUBING SHALL BE INSTALLED
WITH A 180' BEND,
V GATE VALVE---,, V COPPER TUBING
A
v ? GRADE
ag ~ `
Lj
.. ,
CORPORATION STOP
7 WITH P.V.C. PLUG
g WHEN ABANDONED
:n
WATER MAIN
NOTES
I. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE
MATERIALS AS APPROVED BY IRCDUS,
DRAWING
(BACTERI❑L❑GICAL) NO
TEMPORARY SAMPLING POINT W -6
(2) -
3/4' GALV. FOUR HYDRANT GUARDS
M.J. TIE RODS AS REQ'D. BY IRCDUS
SEE NOTE 1(BELOW) , 90?
6' ANCHOR COUPLING)<,r/
\
SEE NOTE 3 JJ��
` .
(BELOW)
�S?
_
GATE VALVE
MECHANICAL JOINT 6'
ANCHOR TEE FOR 6'
GATE VALVE.
M.J
VARIES
PLAN VIEW
{ WATER
MAIN
L CONCRETE
THRUST
BLOCK
PUMPER NOZZLE
-
FACING ROADWAY
ACCESS
t
VALVE BOX
GRADE
ru
DIRECT
oL
,�,
CONNECTIONLl
z
(ANCHOR TYPE)
ij
'
U
6' G.V.
N
6' PIPE
- -
.\�--1.5
CU. FT.
CONCRETE
(/
6' (MIN,) CONCRETE THRUST
WATER MAIN BLOCK
UNDISTURBED
CROSS SECTION
SOIL
NOTES
1. HYDRANT GUARDS TO BE 4' DIAMETER GALVANIZED STEEL OR DUCTILE IRON
PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT,
2. fk OF THE PUMPER CONNECTION SHALL BE 18' MIN, ABOvr- THE rE
OF THE NEAREST ROADWAY OR FINISH GRADE. `
3. COAT TIE RODS WITH COAL TAR ENAMEL AFTER ASSEMBLY (2 COATS MIN.)
4, ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE, AMERICAN-
DARLING B-84-B,MUELLER A423 OR CLOW MEDALLION F2545.
5. ALTERNATE METHOD OF RESTRAINING HYDRANT MAY BE USED IF
APPROVED BY IRCDUS <E.G. TIE RODS OR MEGA LUGS.)
6. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN
LIEU OF ABOVE.
. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE
OF' PAVEMENT WHERE POSSIBLE.
DRAWING
FIk'E HYDRANT DETAILS
\wi - 2
FEBCO 805Y DBL. CK.
2' G.V. 12' SCH 40 GALV.
(TYP,) T' or 'Wye' (TYP >� PRESSURE GAUGE
2' METER , J+ SEE NOTE 10'
it
(TYP.)
I �
2' SERVICE EXISTING GRADE- 18' MAX
P SADDLE 12' MIN >
! M. J.G. V.
FORD FB 1700 s�
O 2' CORP. STOP
v
NEW W.M. -
'---_ TIE-IN VALVE TO BE CLOSED AND LOCKED,
EXISTING WATER MAIN
SECTION
I. TIE-IN VALVE SHALL BE OPERATED BY COUNTY PERSONNEL ONLY AND IN THE
PRESENCE OF THE ENGINEER OF RECORD.
2. LINES TO BE FLUSHED SHALL BE GREATER THAN 6' IN DIAMETER.
DRAWING
TEMPORARY W -12
^�
JUMPER DETAIL (A)
CA?
GRADE ROADWAY GRADE (SW'ALE)
CONCRETE PAD ` �°
30' SQ, X 4' MIN, <\..
THICK W/ (1) ' o' �a 2P
No. 30 CONT, MIN.
2' LOCKING ---
CURB CURB STOP ``
W/ P.V.C. PLUG APPROVED
COMPRESSION • METER BOX
FITTINGS ° + ° ° 12' MIN. I.D.
2' CORPORATION STOP + • : ° 1 C.F. 3/4'
GRAVEL OR
° RESTRAINED PLUG (M.J.)+ CRUSHED ROCK
•
--� • • 2' POLYETHYLENE
_ I
f
HORIZONTAL DISTANCE '
EQUAL TO DEPTH OF COVER -'� r''� ' �9 30' IN,
CONCRETE POURED A\• `' 7 `. x\
TO UNDISTURBED ` x D : `,x PRESSUPE-TREATED
NOTES SOIL`.x\ PLYWOOD
m
1. COAT ALL EXPOSED THREADS
WITH COAL TAR ENAMEL BEFORE BACKFILL.
2. THRUST BLOCK HEIGHT EQUAL TO PIPE DIAMETER.
3. BLOW -OFF TO BE LOCATED AT ALL. DEAD END LINES, AS REQUIRED
BY I.R.C.D.US.
4. ECLIPSE. NO. 85 BLOW -OFF AS MANUFACTURED BY JOHN C. YUPFERLE
FOUNDARY CO., ST, LOUIS, MO. MAY ALSO BE USED.
5, THRUST BLOCK ➢IMENSIONS SHALL BE AS APPROVED BY THE IRCDUS.
ALTERNATE METHODS OF RESTRAINT MAY BE USED AS APPROVED
BY IRCDUS.
DRAWING
NO.
2` BLOW --!REF- W-3
NOTES 1. A temporary Jumper connection Is required at all connections
between existing activF water mains and proposed new water
main improvements.
2. The Temporary Jumper detail (W-12A) is to he used for filling
any new water main of any size from the existing active water
mains and for the flushing of new mains up to 6' diameter
(2.5 FPS minimum velocity) and for pulling bacteriotogicul samples from
from any new water main of any size.
3. The Jumper connection shalt be molntatried until after the
filling, flushing, testing and disinfection of the new moln has been
successfully completed and clearance For use from the
Florida Department of Environmental Protection (FDEP) and other
pertinent agencles has been received. Adequate thrust
blocking and/or restraints shalt be provided temporarily, as
required.
4. Pipe and fittings used for connecting the new pipe
to the existing pipe shall be disinfected prior to Installation
In accordance with AWWA C651, 1992 EDITION. The tapping sleeve
and the exterior of the main to be tapped shoo be disinfected
by spraying or swabbing per Section Two of AWWA C651-92,
5. The Jumper connection shall also be used to maintain a minimum
pressure of 20 PSI In the new mains continuously after
disinfection and until F.D.E.P clearance letter Is obtained.
6. The Contractor shalt provide documentation demonstrating that
the double check backftow prevention device Is in good working
order at the time of installation and provide documentation that the
double check backftow prevention device has been tested and is In
good working order one year from installation by a qualified back
flow technician os approved by Indian River County's Utility Engineer.
7. Except as required to flush tines greater- than 6' diameter, the
tle-in valve shalt remain closed and shalt be locked in the
closed position by the utility company. The tie-in valve shott
remain locked closed until the new system has been cleared for
use by FDEP and all other pertinent agencies.
8. Upon receipt of clearance for use from FDEP and all other
pertinent agencles, the Controctor shalt remove the temporary
Jumper connection. The corporation stops are to he closed and
plugged with 2' brass stops.
9. All installation and maintenance of the temporary Jumper
connection and associated backftow prevention device, fittings
valves, etc„ shalt be the responsibility of the Contractor.
10. If' the water main to be flushed is larger than 6' diameter
or such length that a full pipe flush at the 25 FPS velocity
cannot be accomplished, the following procedure shall be utilized.
a) Install pressure gauges as indicated on detail (W-12A).
b) Open all downstream valves In the new system prior to flush.
c) Flush new water main thru tie-in valve
maintaining a 10+ PSI pressure differentiat
between gauges during flush.
d) Tie-in valve shall be operated by county
personnel, in the presence of the engineer
of record to insure that the required
pressure differential is maintained.
TEMPORARY A
NO.
JUMPER DETAIL W-12
NOTES B)
REVIEWED AND APPROVED BY,
MICHAEL Cr HOTCHKISS, FLA, P.E, No. 39514
TECHNICAL: BLANKEN DATE, NOV 97 SHEET
Revision ` Date By No, Revision Date By -= Rt I1V DIA RIVER COUNTY DEPARTMENT 0� __ SEBASTIAN, PHASE ,2B nn1840 25th STREE'�1 t�
SCALE; .�
DESIGNED BY,
�i • VERO BEACH, FWRMA 82960 SERVICES MICHAEL C, HOTCHKISS WATER ASSESSMENT PROJECT �103P1 (407) 567--5000 UTILITY 1J,i.J APPROVED BY; OF 10
ADD J&B l�CT98 PB COUNTY PROJECT ND, UW-97-Ii-DS