HomeMy WebLinkAbout1999 - (#11) Water Assessment Project Phase 2D0
RIVER
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INDEX OF SHEETS
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1.
1.2
2.
19.
SHEET
MASTER INDEX
MASTER INDEX
18. PLANS
21. DETAILS
COVER
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VICINITY MAP
REVIEWED AND APPROVED BY:
tE DEPT
OF C
WAT RAMP
►C[AL CENTEF
BOAT RAMP
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MICHAEL C. HOTCHKISS, FLA, P,E, 39514
i
REMOVE EXISTING
M.J, CAP AND CONNECT
INSTALL TEMPORARY JUMPER -- "
EXISTING 8' PVC. W,M
SNEET 4
EXISTING 12' PVC. W.M
REMOVE EXISTING
M,J, CAP AND CONNECT
INSTALL TEMPORARY JUMPER
(SEE SHEET 4 OF 21
FOR CLARIFICATION)
0
�j
MAU J
REMOVE EXISTING
M,J. CAP AND CONNECT
INSTALL TEMPORARY JUMPER
NOTEi ALL WATER MAINS ARE 6' DIAMETER UNLESS OTHERWISE NOTED,
S,P _ DENOTES SAMPLE POINT LOCATION
Revision I Date By No,l RevisionI Date By �c INDIAN RIVER COUNTY
' - 1840 25th STREET
-�- . VERO BEACH, FIARIDA 32980
(407) 567-8000
DEPARTMENT OF
UTILITY SERVICES
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d
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0
SCALE, 1' = 300'
f
Maser Index Sheel 1
` EXISTING 8' PVC, W,M
REVIEWED AND APPROVED BY,
MICHAEL C, HOTCHKISS, FLA, P,E, No, 39514
DATE, SEBASTIAN PHASE 2 D SHEET
TECHNICALi BLANKEN JULY 99
SCALE 1` = 300' �
DESIGNED BY. MICHAEL C. H❑TCHKISS I WATER ASSESSMENT PROJECT
1
APPROVED BY' COUNTY PROJECT NO, UW-97-13-DS OF 2 1
E
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J
SEE Master Index Sheet 1 C
Sheet ll
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11
Wll
IS❑LATE TWO EXISTING VALVES v
INSTALL 12' X 12' M,J, TEE & C❑NNECT ,y
INSTALL TEMPORARY JUMPER nj
�a
(SEE SHEET 14 OF 21 r
FOR CLARIFICATI❑N) -y5
RUPT 1¢
DIP, W,M (DRY)
to be fleld located
EXISTING 6' PVC, F,M
EXISTING 12' PVC, W,M
N❑TEi ALL PIPES ARE 6' DIAMETER UNLESS OTHERWISE NOTED.
S,P - DENOTES SAMPLE PINT LOCATION
._v
No, Revision Date By No, Revision Date By �EaINDIAN RIVER COUNTY
1840 25th STREET
VERO HEACIJ FLORIDA 52980
�<oRi�P (407) 567-8000
DEPARTMENT OF TECHNICAL, BLANKEN
DESIGNED BY,
MICHAEL C. HOTCHKISS
UTILITY SERVICES
APPROVED BY,
\
;RANGE 38 EAST
RANGE 39 EAST
y
fi O
4
SCALE, 1' = 300'
N
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1S NOS8i9
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4r
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O
R1 __
C -
Cp
RANGE 38 EAST zo
RANGE 39 EAST
AVE
LflUIS1PNA RAIL
ASS C��S1
M
U)
EXISTING 8' PVC. W,M
REMOVE CAP & CONNECT
INSTALL TEMPORARY JUMPER
(SEE SHEET 18 OF 21
FOR CLARIFICATION)
Master Index Sheet Z
REVIEWED AND APPROVED BY,
MICHAEL C. HOTCHKISS, FLA. P,E. No, 39514
SHEET
1>ATE° JULY 99 { SEBASTIAN PHASE 2 D
SCALE, V = 300'
COUNTY PROJECT NO, UW-97-13-DS WATER ASSESSMENT PROJECT
z 1
INSTALL M.J. BEND
1 1.25'
INSTALL M.J. BEND
1 1.25'
INSTALL 6" x 6".`
M.J. TEE
6" M.J.G.'
INSTALL M.J. BEND
/
INSTALL F.H.A --
INSTALL M.J. BEND
1 1.25'
n
INSTALL M.J. BEND
1 1.25' ''�
INSTALL 6" x 6"
M.J. TEE
6" M.J.G.V
INSTALL M.J. BEND
1 1.25'
CONST. 20 L.F-6" CL.350 DIP. W.M CENTERED,
UNDER EXISTING STORM PIRE w/ 18" MIN.
VERT. CLEARANCE (TYP.) — SEE DETAIL M-6
No,Revision I Date I By I Nod Revision
Date By
�Rc I
I F--FR C FR E- EK
INSTALL M.J. BEND
/ 1 1.25'
Mob
MATCHLINE SEE SHEET 3
NDIAN RIVER COUNTY
1840 25th STREET
VERO BEACH, FIARIDA 32960
(407) 567-8000
CONST. 6" PVC. W.M
AS SHOWN
INSTALL F.H.A w/ `MIN. 36" COVER
& RESTORE IN KIND.
I N STALL 6" x 6"
M.J. TEE
1
SIDEWALK
BORE 6" PVC. W.M.
UNDER CONC. DR. (TYP)
3' 0"
MIN.
INSTALL 45' M.J. BEND
SCALE. 1' = 6 0'
14' +
T 011
W
O ASPNRLT
INV. EL.
21.5
3' 0"
MIN. EXISTING 12" DIP. W.M (DRY)
8 L.
INSTALL.. 45 deg. (4)
M.J. BENDS w/ RESTRAINT
NORTH SIDE PER SPECIFICATIONS.
Horizontal Scale: 1" = 10'
Vertical Scale: 1" — 3'
20' +
N- D_ C._R. S 1_ ,
ASPHALT_ -
EXISTING 12" DIP. W.M
SOUTH SIDE
DITCH CROSSING
C.R. 512 NEAR EASY STREET
SOO C�
3' 0"
MIN.
EXISTING 6" PVC. F.M
INV. EL.
1.9 0
10
18 •,
3' 0"
MIN. MIN.
12" DIP. W.M. INSTALL 90' M.J. BEND
GENERAL NOTES
INSTALL SINGLE LENGTH
12" DIP. CENTERED UNDER
EXISTING 6" ' PVC. F.M. WITH
WITH MIN. 18" SEPERATION.
INSTALL. 45 deg. (3)
M.J. BENDS w/ RESTRAINT
PER SPECIFICATIONS.
1. CROSSINGS MAY BE DRILLED & BORED OR DIRECTIONAL BORED USING H.D.P.E 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. THERE ARE NO GRAVITY SEWER SYSTEMS IN VICINITY OF PROJECT.
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 FrMNGS 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 20 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.
13. ALL DRIVEWAY AND ROAD CROSSINGS MAY BE DIRECTIONAL BORED USING H.D.P.E. ( IN LIEU
OF DRILL & BORE OR OPEN CUT) & RESTORE IN KIND.
14. LOCATION OF GATE VALVES & FITTINGS SHALL BE ADJUSTED AS REQUIRED TO AVOID
DISTURBANCE OF ROAD PAVEMENT. LOCATION ADJUSTMENTS SHALL BE MADE
ONLY AFTER OBTAINING APPROVAL FROM THE ENGINEER OF RECORD.
DATE, SEBASTIAN
SHEET
TECHNICAL, BLANKEN DULY 99 PHASE 2D
SCALE: 1' = 60,
DESIGNED BY,
COUNTY PROJECT NO, UW-97-13 DS WATER ASSESSMENT PROJECT
MICHAEL C. HOTCHKISS
APPROVED BY, 21
OF
CONST. 6" PVC. W.M.
AS SHOWN
w& RESTORE MIN. 36"IN COVER-,,,
MATCHLINE SEE SHEET 5. +
B I I 5' (TYP.) W O
J_
CONST, 20 L.F-6' CL.350 DIP. W.M CENTERED ( 5' (TYP.) _ 5' (TYP) (? Lj
U
UNDER EXISTING ORM PIPE w 18" MIN. _.. , ....... _._. _ _ ._ _ _. Q W
v�
VERT. CLEARANCE (r' P.) - SEE DETAIL M-6 . - m to
T
LLJ
BORE 6" PVC. W.M. INSTALL F.H.A UJI
UNDER CONC. DR. TYP) i (n
NJW � � BORE 6" PVC. W.N.
�. ;�� OPEN CUT ASPHALT RD.
UNDER CONC. DR. (TYP)
W.- 100.00 i
SAW.- 27.93 & RESTORE IN KIND.
�.. CONST. 48 L.F. CL.350 DIP.
i
m
I
I
INSTALL 6" x 6" (� INSTALL F.H.A (� I
i — — M.J. TEE ,
6" M.J.G.V I
� I
BORE 6" PVC. W.M.
UNDER CONC. DR. (TYP)
OPEN CUT ASPHALT RD. CONST. 6" PVC. W.M. Z
INSTALL 6" x 6" & RESTORE IN KIND, AS SHOWN y
M.J. TEE w/ MIN. 36" COVER
6 M.J.G.V CONST. 48 L.F. CL.350 DIP. i O
& RESTORE IN KIND.
_ f
CONST. 6 PVC. W.M.
AS SHOWN
INSTALL F.H.A I
wl MIN. 36 COVER
& RESTORE IN KIND. I
M
cn
f III
� � a
. ?I
(�
INSTALL F.H.A
CONST. 6" PVC. W.M.:E l I CONST. 6" PVC. W.M.
5' (TYP.)
AS SHOWN,,,-,- AS SHOWN � _
I w/ MIN. 36" COVER w/ MIN. 36" COVER
& RESTORE IN KIND. & RESTORE IN KIND.
5 (TYP.) I
INSTALL M.J. BEND NJW- 97a9 DIRECTIONAL BORE INSTALL F.H.A
1 Mr.- lmlo 6" W. M N.M.- 9&65
1 1.25' CL-, 1000o:is0 / NG,- 1TOP s 0D.W = 99.42
Nc.- too 0 CL- 101.09
DIRECTIONAL BORE Nw.- ioo.00 No. looao I
(� !
N.W. - 913.08 „ S.9N.- TOP STRUCTURE= 99.81
� "'
NMI._ 100.00 6 W . M S.91J - 9a94
CL- 100.00 M _.. .= 98.54
W _
Cl.- 100.28 XG• .
NQ- 99.30
�+�J TOP SIRI�RJRE- .12
SM.- 97.47 e
ZBORE 6" I PVC. W.M. B..S•U,G__
UNDER CONC. DR. (TYP) -_
r n . INSTALL M.J.-
U22.5':17
BORE 6" PVC. W.M.
UNDER CONC. DR. (TYP) / r,�/'
DIRECTIONAL BORE INSTALL 6" x 6" INSTALL M.J. BEND INSTALL 6" x 6"
�� / 11.25' M.J. TEE
6" W.M M.J. TEE,
6" M.J.G.V 6" M.J.G.V
k`y
INSTALL M.J. BEND
04 m /� �' 45' - 2'
W CONST. 6" PVC W. I. BORE 6" PVC. W.M. �, ..
N. l0000 -; UNDER CONC-. DR. (TYP) INSTALL 8 x 8
W. 9.OD AS SHOWN M.J. CROSS
Nw.= l0000 __.. .
c� 1oo.so / MIN. 36" COVER
8" x 6" M.J. REDUCER-(3)
- ��+0 & RESTORE IN KIND.
W Nw.9994 - O 6" M.J.G.V - 2
W S91Y - 97 =
(%) I e::3
INSTALL G 1L 6' x 6 REMOVE 8" PLUG & CONNECT
INSTALL TEMPORARY JUMPER
Z �/ M.J. TEELE
_ .' SEE DETAIL W-12
J 6 M.J.G.V
i
F-
INSTALL M.J. BEND
22.5'
DIRECTIONAL BORE i
6" W.M.
` INSTALL 6" x 6"
M.J. TEE
6" M.J.G.V
CONST. 20 L.F-6" CL.350 DIP. W.M CENTERED,
UNDER EXISTING STORM PIPE w/ 18" MIN.
VERT. CLEARANCE (TYP.) - SEE DETAIL M-6
i
0
DIRECTIONAL BORE
6" W.M
DIRECTIONAL BORE
6" W.M
INSTALL M.J. BEND
SCALE: 1' = 60'
No, Revision Date B No. Revision Date B pNEI�
y y r
INDIAN RIVER COUNTY
DATE
TECHNICAL, BLANKEN JULY 99 PHASE
DEPARTMENT OFSEBASTIAN
2 DSHEET
1840 25th STREET
VERID BEACK FWRWA 32960
407) W7-8000
_ - - SCALE, 1' = 60'
'DESIGNED BY,
MICHAEL C. HOTCHKISS
APPROVED BY
UTILITY SERVICES WATER ASSESSMENT
PROJECT 1
2
CQRI�
COUNTY PROJECT N0, UW-97-13-DS
OF
li
INSTALL W.J. BEND
90,
REMOVE 8" PLUG 8c CONNECT
INSTALL TEMPORARY JUMPER .�
SEE DETAIL VV-1 2
�
^
MCHLINE SEE SHEET _6
11.07
VERT. C CE (TYP.) — SEE BUAJL M* 6 W-W'- 9&41 CONST. 20 L.IG' CL.350 DIP. W.M CENTERED,
INS'TALL M.J.'BEN 1�1_ t 11 � � : i2o. a'o" UNDER EXISTING PTORM PIPE w/ 18* MIN.
45*
\ .4. VERT. CLEARANC (TYP.) — SEE DETAJL M-6
UNDER CONC. . (T`/P) D \ U |
. W.M. BORE ^
- AS SHOWN ; ' | - --'--'--�- UNDER [�O��C DR [7/P) = U]
' " y
MIN. 36° COVER �� | | - - - --
�� RESTORE IN KIND.
-UNDER^��'`°' ""'�''' / -
| Q
/ '~ ,.
SHOWN
DIRECTIONAL BORE p ` ` k�|N. 38" COVER
~ yy.k� � |NSTALL F H�--� � | ' RESTORE IN KIND.
v/ /TYP\ -- ~
`� .� ./ v'
"
�
r� CONS[ 4 PVC. W.M. `
` AS SHOWN
K4|N� J8" COVER
vv'
� -
/ |
|\ 6b RESTORE IN KIND. / �.
m--��U | | � | | \/� ��U|�� | / V ��|- � °.�-----' - - ' --- 7\ -=".. . .. �(� =,8"x 8"k4J TEE �u - ` | �
^^ x"a°~�� W.J. REDUCER _ 2 5' (T`(p.1
^ O" �W.J.G)/ - 2 WJW'
/ ^
�����~
y
8| | CONST' G" ' �VC VVW� ' '
oL~mu� AS __.-.
�99.80 q I I
CONST. 6" PVC. VV.M.~-
AS SHOWN
w/ MIN. 30" COVER
& RESTORE IN KIND. OPEN CUT ASPHALT RD.
& RESTORE IN KIND.
C0NST. 20 LF-8" CL.350 DIP W.M CENTERED,
UNDER EXISTING STORM PIPE w/ 18~ MIN.~~� Vi
.
VERT. CLEARANCE (TYP.) - GEE DETAIL M-5 0 OPEN CUT ASPHALT RD. C6
C6 r
�
DRECTONAL BORE
` INSTALL O, x 6,
INSTALL F.H.A -- | F:R E- ` �-' ~ \ WJ ' TEE
O�
k4J.G)/
4" ' `INSTALL F
" "___\ "
INSTALL � x 5 0U � \ , , ~` ` B�RE � PVC. W.M.
M.J. TEE ^u \ \ 4" k�^].(�,V ` INSTALL �� x M UNDER CONC. DR. (TyP)
6° W.J.{�.V ` M.J. TEE�� '
~�~ �" �.J.�.�
\ ?~|NSTALL k4.J. BEND /
' 22.5*MG.- 10020
�
/ u
\ 80
. ||
' ���� | /----1 /^--` L^�- ���� -'~l
~^ ~~. �---/ �---``--~' `�_-� r .` �__/ ___,_� ."
B.3UG
un .
. -
� ' 5' (TYP]
\ �� �^
C]NST_ 8" PVC. W.M.
�
�
AS SHOWN CIO
6" W. M BORE 6" PVC. W.M. RESTORE IN KIND. INSTALL 6" x 6"
UNDER CONC. DR. (TYP) M.J. CROSS
OPEN CUT ASPHALT RD.
CONST. 6" PVC. W.M. & RESTORE tN KIND.
AS SHOWN CONST, 48 L.F. CL.350 DIP.
RESTORE IN KIND.
DIRECTIONAL BORE
TOP GRATE- 99.94
ui
M.J. TEE DIRECTIONAL B , ORE
REMOVE 12" PLUG & CONNECT
INSTALL TEMPORARY JUMPER M �JBEND INSTALL M.J. BEND
(12
CULVERT
BRADGE
DIRECTIONAL BORE *Ilk M,J. TEE
HEADWALL 12" W.M \INSTALL. F. H.A CONST. 12" PVC. W'M.
OPEN CUT DRIVEWAY & RESTORE IN KIND 6" M.J.G.V
INSTALL M.J. BEND INSTALL 45' M.J� BEND AS SHOWN
INSTALL 6" M.J.G.V N LIEU OF OPEN CUT RESTORE IN KIND,
& RESTORE IN KIND.
CONTRACTOR MAY DRILL BORE UNDER DRIVEWAY
INSTALL 45* M.J� BEND
DIRECTIONAL BORE
MATCRUNE SEE SHEET 2
DATEi SHEET
No, Revision Date By No, Revision Dcte Byl DEPARTMENT OF TECHNICALi BLANKEN JULY 99
INDIAN RIVER COUNTY SEBASTIAN PHASE 2 D 4
APPROVED BYf PROJECT NO. UW-97-13—DS
(407) 567-8000 UTILITY SERVICES C12UNTY WATER ASSESSMENT PROJECT_OF 21
5' (TYP.)
INSTALL F.I
I ' , rn
5 (TYP.) — 5 (TYP.) I D rri
5' (TYP.) BORE 6" PVC. W.M. 0 m
UNDER CONIC. DR. (TYP) vi r _
m
5 (TYP.)
- m
z
I i i CONST. 12" PVC. W.M. —+
I i A w/ MIN. 36" COVER
& RESTORE IN KIND.
_ PALM
i INSTALL F.H.A "
INSTALL F.H.A INSTALL 12 x 6
INSTALL F.H.A M.J. TEE
6" M.J.G.V
i I I INSTALL F.H.A
�II �I I _
I
i I CONST. 20 L.F-6" CL.350 DIP. W.M CENTERED,
UNDER EYtST!,yG STORM PIPE :;,/ 1 R" M!nI; I
i I VERT. CLEARANCE (TYP.) — SEE DETAIL M-6
y
•
r , .
� I
`
I � � sI
y
300
U 20u N0- ,00.00cL-00.68 w.NO.-,00.40 100.0' vI I,�-00.00
00.07
-, EJW_9as
N
�
il
� J—_
-"`--- _ `CONST. 6" PVC. W.M. I ( CONST_ PVC., 6 W.M. , ONST. 6" PVC. W.M. m
Ago AS SHOWN AS SHOWN-
S SHOWN m
w/ MIN. 313 COVER w/ MIN. 36" COVER w MIN. 36" COVER
& RESTORE' IN KIND.
i I & RESSTORE IN KIND. / T I i
r_z & RESTORE N KIND. _
r�
i \�\ BORE 6" PVC. W.M. I ! 0
I I BORE PVC. W.M. I ( ( I I I in UNDER CONC. DR. (TYP)CONST. 20 L.F-6 CL.350 DIP. W.M CENTERED, wlw- Qs
UNDER CONC. DR. (TYP) UNDER EXISTING STORM PIPE w/ 18" MIN. I — W.- 99,90
IMG.- 100 0
VERT. CLEARANCE (TYP,) — SEE DETAIL M-6 I n/ +w cl- ,ao.eo
►rr.- 100.00
i , I EJW- - 95.
j OPEN CUT ASPHALT RD. OPEN CUT ASPHALT RD. ! L I I
& RESTORE: IN KIND. , '~ INSTALL F.H.A , I DIRECTIO
CONST. 48 L.F. CL.350 DIP. -0 & RESTORE IN KIND. 1 12" W.M
CONST. 48 L.F. CL.350 DIP. MJ i
i I �
B. I CONST. 12" PVC. W.M.
_ B,S.U.
t AS SHOWN
— -- --
INSTALL 6" x 6" w/ MIN. 36" COVER i
HI
M.J. TEE & RESTORE IN KIND.
-- --- _--- -_i--- _ --- 6„. M.J.G.V
EE-: L— L - I (mil C�; !E-; E-- I\I LJ
N „ N.W.- 97.2E >, CONST. 6 PVC. W.M.
1 5 ALL 6 x 6 W.. ,00.19 INSTALL 6 x 6
INSTALL 6" x 6" W.- 100.00 AS `SHOWN
M.J. TEE M.J. TEE M.J.? TEE
w--- io°osso " w MIN. 36" COVER
6" M.J.G.V 6 M.J.G.V SJW ,00ao 6 M.J.G.V &/RESTORE IN KIND.
Li
INSTALL F.H.A
C::) C B.S.U.G I iI BORE 12" PVC. W.M.
W 1 ) UNDER CONC. DR. (TYP)
i
V) OFEN CUT DRIVEWAY & RESTORE IN KIND I � ± � I
W CONST. 12" PVC. W.M (TYP.) DIRECI
7 IN LIEU OF OPEN CUT & RESTORE IN ,KIND, I 12" W
J / CCNTRACTOR MAY GRILL & BORE UNDER DRIVEWAY
U `i -
I ! INSTALL
F- E 45' M.J. BEND (2) DIP
6" M.J.G.V. I 12'
OPEN CUT ASPHALT RD, OPEN CUT ASPHAL'� RD. W i0 3
& RESTORE IN KIND. 0.00
&RESTORE IN KIND. ''10- 100°°
�-- �� CONST. 48 'LF. CL.350 DiP.': j DIRECTIONAL BORE CL-,00 s
CrONST. 48 L.F. CL.350 DIP. 6" W.M w- 9999M
- S.W.- 9529
ra
t
4
. _"V""M
. _ B.S.U.G,
ry
INSTALL 12 x 6"
M J CROSS INSTALL 12" x 12"
DIRECTIONAL BORE
6" W.M.
AVE
OPEN CUT DRIVEWAY & RESTORE IN KIND
CONST. 12" PVC. W.M (TYP.)
IN LIEU OF OPEN CUT & RESTORE IN KIND,
CONTRACTOR MAY DRILL & BORE UNDER DRIVEWAY
NAL BORE
ZONAL BORE
M.
ECTIQNAL BORE
W.M (2 PLACES)
e)r
SCALE, 1' = 60"
W I INSTALL F.H.A
INSTALL 12" M.J. CRASS
x 6" M.J TEE (y- CONST. 12" PVC. W.M. ( 12" M.J.P.V.
6" M.J.G.V F- AS SHOWN „ „ INSTALL 12" M.J.P.V
45' M.J. BEND (2) / MIN. 36" COVER INSTALL 12 x 6 M.J TEE INSTALL 12 x 6'
n }- & RESTORE IN KIND, 6" M.J.G.V INSTALL F.H.A 45' M J. BEND (2) "
Q 45- M.J. BEND (2) 6 M.J.G.V. M.J REDUCER
M V. 6 .J G.
INSTALL F.H.A
MATCHLINH. -
•
I No, I Revision
F-
Date By I No,l Revision
NDIAN RIVER COUNTY DEPARTMENT OF
1840 25th STREET
VERO BEACH, FIDRIDA 32960
(407) 567-8000
UTILITY SERVICES
DATE,.
TECHNICAL+ BLANKEN DULY 99 SEBASTIAN PHASE 2 Vn 5 SHEET
DESIGNED BY,
SCALE, 1' = 60'
COUNTY PROJECT NO, Uw-97-I3-DS WATER ASSESSMENT PROJECT o f 21
MICHAEL C. HOTCHKISS
APPROVED BY.
VA
CONST. 20 L.F-6" CL.350 DIP. W. CENTERED,
UNDER EXISTING STORM PIPE
w 18" MIN.
E
VERT. CLEARANCE (TYP-) - S //DETAIL M-6
NJW.-
No, Revision
"CONST. 62' PVC. W.M.
AS SHOWN
wl MIN. 36" COVER
& RESTORE IN KIND.
INSTALL 6"I x 4"
M.J. TEE
4" M.J.G.V.
i9
INSTALL 6" x 6"
M.J. TEE
6" M.J.G.V.
#
mW710040
W-- 101.20
CL- 101.32
Nr-- 101.00
Nw.- 100.17
S-)Ny'- 93
OPEN CUT ASPHALT RD.
& RESTORE IN KIND.
CONST. 48' L.F. CL.350 DIP.,,
INSTALL 6" x 6"
M.J. TEE
6" M.J.G.V.
I CIVI el
N.W '- 97.95
At
99.97
Ali-- 101.00
00.00
CONST. 20 L.F-6" C LX50 DIP. W.'Ni CENTERED,
UNDER EXISTING STORM PIPE w/ 18" MIN.
VERT. CLEARANC4TYP.) SEE DETAIL M-6,
ov
i / /
INSTALL 6"' x 6"
M.J. TEE -
6" M.J.G.V (2)
MATCHLINE SEE SHEET 4 & RESTORE IN KIND.
CONST. 32 L.F. CL.35,0. DIP.
DEPARTMENT OF TECHNICALs BLANKEN
DESIGNED BY, MICHAEL C. HOTCHKISS
UTILITY SERVICES APPROVED BY,
0
L-350 DIP. W.M CENTERED,
RM PIPE w/ 18" MIN.
(P.) - SEE DETAIL M-6
a
SCALE,, I' - 60"
6
� ------
sN. V t F;y
DATEo SHEET
DULY 99 _____�_� �_ _______.___
S E BASTIAN PHASE 2D
SCALE, V = 60'
COUNTY PROJECT NEI. U\,1-97-13—DS WATER ASSESSMENT PROJECT 21
OF
I
1
CD
cc
-J
No,
QD
MATCHLINE SEE -SHEET 13 ,
4.2
DIRECTIONA \, ORE
6" W.M. ``°��
G P
---.—INSIALL M.J. BEND
45'
INSTALL 6" x 6"
W, ,` 95.12 a` M.J. TEE
cx.- ,doss 6 M.J.G.Vm- 100.00
__..__.
W- ,00.00
S.W.- 9A02
' A BORE 6" PVC. W.M. y t!)
D._ / UNDER CONC. DR. (TYP) " ( D m
• n m
/ INSTALL F.H.A _ W
m
/ m
'DIRECTIONAL BOR
.6" W.M.
ONST. 6., PVC. W.M. r
DIRECTIONAL BORE
AS SHOWN ...._ _ 6 W.M.
% w/ MIN. 36-" COVER
& RESTORE IN KIND.
INSTALL F.H.A ' n CITRUS AVE
s•
0) BORE 6" PVC. W.M.
A - / el
UNDER CONC. DR. TYP
I
INSTALL 6" x 6"
t \ / M.J. TEE
6" M.J.G.V
/ � I
- 0
Z 1 V)
OPEN CUT ASPHALT RD. '`
& RESTORE IN KIND. _
s.
(CONST. 200 L.F CL.50 DIP.)
/ OPEN CUT ASPHALT RD.
& RESTORE IN KIND.
CONST., 48 L.F. CL.350 DIP. cn
G -
C.) CONST. 6" PVC. 1'V.M. 6" W MZ. BORE
AS SHOWN N.W, - 9&29
w/ MIN. 36" COVER „w-:99.90
' ,00.30
/ & RESTORE IN KIND. (� F ` .� F Ca .`�� �� _; .2
HN i 100.00
AL BORE
�vr�`A TOP of ►�,o�wu.l- ,00.92 DIRECTIONAL T N ""•' '" D R C 10
._M ��A-__� 12 W.M.
INSTALL 6 x 6 �av- 99.4,
M.J. TEE'
x rti t a -
ORANGE AVE
r `r^� Y'ti 'Y W.. � 9e.14 CONST. 12" PVC. W.M.
9,v- 99.01 AS w/ MINW36" COVER
& RESTORE IN KIND.
/ W.W. �.s+ / INSTALL 6" x 6"
"'"'' 100'00'� ' M.J. TEE I I INSTALL 45' M.J BEND
MG.- - 100.50 G .-' %"' INSTALL M.J. BEND
MG-- 101.7,1 J ., /� 45' 16" M.J.G.V
i
�-
= INSTALL 45' M.J BEND(2) INSTALL 12" M.J.P.V
SEW10029 6" M.J.G.V INSTALL F.H.A !
OPEN CUT ASPHALT RD., j
/ INSTALL 6" x 6" & RESTORE IN KIND. I INSTALL 45' M.J BEND
M.J. TEE
CONST. 48 L.F. CL.350 DIP.
6" M.J.G.V ._._..-_ _. __� .__._ _. _._ .__ - a, " . INSTALL 12" M.J. TEE
DKA 12" x 6" M.J. REDUCER
IREWCTIONAL BORE I
I
5' (TYP.)
CCNST. 12" PVC. W.M. ( I
AS SHOWN
/ CONST. 6" PVC. W.M. i 5' (TYP.) w/ MIN. 36" COVER n
AS SHOWN
•- � & ',RESTORE IN KIND.
PEN CUT ASPHALT RD. &jRE$ G-RE "IN OKIND. '�' - i OPEN CUT DRIVEWAY /
p / VEWAY & RESTORE IN KIND
' Z
& RESTORE IN KIND. / ! CONST. 12" PVC. W.M (TYP.)
CONST. 48 LrF. CL.350 DIP./ INSTALL F.H.A CONST. 6" PVC. W.M.
tT1
' �:�} sAS SHOWN IN LIEU OF OPEN CUT & RESTORE IN KIND,
,// CONTRACTOR MAY DRILL & ° BORE UNDER DRIVEWAY
'" ' w/ MIN. 36' COVERrn
RESTORE IN KIND. I m
VJ
(Ali
INSTALL 6" x 6" Z �
M.J. TEE SORE 6'A PVC. W.M. �» .,
6 M.J.G.V UN.QER CONC. DR. (TYP) ' 4 ! _ m
= BORE PVC. W.M. ILd
r
i UNDER I CONC. DR. (TYP) I m
INSTALL M.J. BENDS Z i
10
bbb. lqq
dr
SCALE- 1 a = 60'
22.5' - 2 m 0 cri '�'I 1) AND APPROVED ERY!
w�•- , "° MATNLINE SEE SHEET 7
TOP SLAB 0&05 i m
Revision Dote By No, Revision Date By ER TECHNICAL BLANKEN JULY 99
INDIAN RIVER COUNTY I DEPARTMENT ofSEBASTIANSHEET
r_ _._ _._ _ . __ _. _ __ . _ _ _ _� __ _ _ _� �...� DATE, � � J�h____ M._ _w ��__._.��.�.� PHASE 2 D .�
-- -M _.� . _._ . _ _.-- r _ _. _ . _ ._ _____ I E p 1• = 6U'
1840 2fith STREET SCALE, O ,-
� � v�o BEACH, FIAR�DA s2eo � =DESIGNED BY, MICHAEL C. HDTCHKISS CQIINTY PROJECT NQ UV-97-I3-DS� WATER ASSESSMENT PROJECT ' --�� (407) 567-SNO �UTILITY SERVICES APPROVED BY. � of 21
i
L0
ro
J
ONST. 20 L�F-4 CL.3 0 I�:" .M ENTERED,
_BEi'fY A �;<;; STING / 1 MIN.
U R EXI STO
• I ;� -------_ � <. -- --_ --_ - -- — __ _ - _- --- --- - - AIL M-6 r
DIRECTIONAL BORE LEARPANCE ( '
F� 6" W.M.
W -
BORE 6" PVC. W.M. I I ; "
INSTALL 6 x 4"
_ I UNDER CONC. DR. (TYP) r.. _._.. 3.. M.J. T E,
I �
MJG.V IN M.J.E,WD 7; SCALE; 1 " = 601
STALL J M DIRECTIONAL BORE S
BORE 4"!, PVC. W.M. 22,5' — 2 . INSTALL 6" x 4>,
j > ± r W.M.
! � UNDER CONC. DR. (TYP) M.J.TEE
f i M.J.G.V s
(� 4" ,
CONST. 4" � VC. W.M. 4 "---- INSTALL M.J. BEN
{ )
? 22.5' — 4
5 TYP. INSTALL F.H.A iw:nw.= se.e� ..__5'Y (TYPO _�.,...... wS MHN.W36'' COVER ��/
.. CL 1ODM & RESTORE IN KIND.
raw— orv97.00 io{
_ E.- J`
BORE 6' PVC. W.M.
i/
II�' 'tr
w I ' I CONST. 20 L.F-6" CL.350 UP. W. CENTERED, UNDER CONC. DR. (TYP)
W
UNDER EXISTING STORM PIP w/ 18" MIN.
1
Ll
VERT.'LEARANCE (TYP.) EE DETAIL M-6
INSTALL F.H.A
W0
W Z \/ BORE 6 PVC. W.M.
Z I UNDER CONC. DR. (TYP)
" INSTALL F.H.A /
CONST. 6" PVC. W.M CONST. 6" /j
I I PVC. W.M.
AS SHOWN A& SHOWN
I
w/ MIN. 35" COVER _ I w/ MIN. 36" COVER > / & RESTORE IN KIND. i & RESTORE IN KIND.
i
S•
/
5 (TYP.)
�I0
INSTALL M.J. B&D
INSTALL M J. BEND \/
/
�2.5' w< - . INSTALL F.H.A
22.5 2
�22O
INSTALL M.J. BEND G�
DIRECTIONAL BORE 22.5•
\\
`6 W.M.
BORE 6" PVC. W.M.
x <2
UNDER CONC. DR. (TYP) :, `\ \ _ _. ,._.v _. $ \ INSTALL 6., x 6,. A ,
M.J. TEE JY 0
DIRECTIONAL BORE
6" W.M. ,� / 0
INSTALL 6" x 6
M.J.: TEE / \/
/ V
6", M.J.G.V
CONST. 20 L.F='NSTALL M.J. BENDS6" CL.350 DIF. W.M CENTERED, 90' 22.5'
UNDER EXISTING STORM PIPE w/ 18" MIN.
\ ` OPEN CUT: ASPHALT RD. /
\ /
VERT. CLEARANCE (TYP.) - SEE DETAIL M-6 �' �/ 45' & RESTORE IN KIND. CONST. 32 L.F. CL.350 DAP.
C0NST. 6" PVC. W.M.Q.
ovl AS SHOWN
E-`' / \ f
�--- �\ ,�
c �w/ MIN. 36" COVER ,�\ - � CONST. 6" PVC. W.M.
C)G & RI STORE IN KIND. `� \ \\., AS SHOWN /
INSTALL 6 x 6 INSTALL F.H.A l w/ MIN. 36" COVER
•
M.J. TEE & RESTORE IN KIND.
6" M.J.G.V
M \ INSTALL M.J. BEND
22.5' O
CONST. 20 L,F-6" CL.354.. UIP. W.M CENTERED,
INSTALL 6" x 6" UNDER EXISTING STORM PIPE w/ 18" MIN.
M.J. TEE VERT. CLEARANCE (TYP.) — SEE DETAIL_ M-6 Q
6" M.J.G.V
INSTALL M.J. BEND /
22.5'
a
5
CONST. 4" PVC. W.M.
AS SHOWN \ " 1 :� -,- / �✓
w/ MIN. 36" COVER
& RESTORE IN KIND.
� DIRECTIONAL BORE
� • 6 W.M.-
INSTALL 2" B.0
BORE 6" PVC. W.M. /
O UNDER CONC. DR. (TYP)
�\ INSTALL F.H.A
/ I INSTALL M.J. BEND \/
INSTALL 6 x 6 M.J. TEE 1,-
6" M.J.G.V
6 x 4" M.J. REDUCER
A.
No, Revision Date B No. Revision Date B
�ry.__ _ _._.___.r_ .._..__w___ _..._
DATE_ �.. T..._.,....._w _._._... —w_.m.__._e._.
y y uv�R ITDIAN RIVER COUNTY DEPARTMENT OF 'TECHNICALi BLANKEN — DULY 99 SHEET
_ _ _ w_ . _ _ ____ SEBASTIAN PHASE 2 D
1840 25th STREET __ .. _ _ _..._ 5 SCAIEs 1 60 a 9
• VERO BEACH, FIAREDA 32960 DESIGNED BY,
�%� MICHAEL C. HOTCHKISS - -w WATER ASSESSMENT PROJECT
aRt P (407) 567-8000 UTILITY SERVICES ICES APPROVED BYE COUNTY PROJECT NO, yUW-97 13—DS� Iy T �1
OF
I
w
Ld
LLJ
V)
w
z
_j
X
0
MATCHLINE SEE SHEET 11
2
CONST. 6" PVC. W.M.
AS" SHOWN •
F
w/ MIN. 36" COVER
CONST. 6 PVC. W.M.
BORE 6" PVC. W.M. AS SHOWN & oRESTORE IN KIND.
(TYP) UNDER CONC. DR. w/ MIN. 36" COVER
& RESTORE IN KIND.
EE3: L_ (::D C�, k< :51 __5 I" ZI
0-
CONST. 6" PVC. W.M. 5 (TYP.)
AS SHOWN
w/ MIN. 36" COVER
5& RESTORE IN KIND.
TYP. ' () --4E>
lu
BORE 6" PVC. W.M.
5' (TYP.)
UNDER CONC. DR. (TYP)
'OPEN CUT ASPHALT RD.
OPEN CUT ASPHALT RD. 07.43':
N.M.- RESTORE IN KIND.0 OPEN CUT AS HALT RD.
& RESTORE IN KIND. NW.- 100M I INSTALL F.H.A W�. loom
NO.- 01.50 CONST. 32 L.F. CL.350 DIP. CL- 100.50 & RESTORE IN KIND.
CONST. 32 CL.350 DIP. CL- 102-20
NG..- IM40,
W-- 101.m E_ E_ I CONST. 32 L.ff. CL.350 D1
lJ SM. 97.70
Ift- 100.00 oom
SJW.- 97.57
A
--------------
L
A bb,
A
INSTALL 6" x 6" dl/
M.J. TEE
6" M.v.G.V CONST, 6" PVC. W.M. OPEN CUT ASPHALT RD.
AS SHOWN RESTORE IN KIND. INSTALL 6" 6"
BORE 6" PVC. W.M. MIN. 36" COVER CONST. 31L.F. CL.350 DIP. w M.J. TEE
UNDER CONC. DR. (TYP) & RESTORE IN KIND.
INSTALL F.H.A a: 6" M.J.G.V
'n INSTALL 6"x 6"
CONST. 20 L.F-6" CL.350 DIP. W.M CENTERED, M.J. CROSS
WAV.- 94.57 U-)
NG.- 99.70 UNDER EXISTING STORM PIPE w/ 18" MIN. 6" M.J.G.V (2)
MG'
- 100.00
MG.- 99.20 VERT. CLEARANCE (TYP.) SEE DETAIL M-6E3 I
CONST. 20 L.F-6" CL.350 DIP. W.M CENTERED,
UNDER EXISTING STORM PIPE w/ 18" MIN.
VERT. CLEARANCE (TYP.) SEE DETAIL M-6
CONST. 6" PVC. W.M
INSTALL F.H.A CONST. 20 L.F-6" CL.350 DIP. W.M CENTERED,
INSTALL 6" x 6" AS SHOWN UNDER EXITING STORM PIPE w/ 18" MIN. BORE 6" PVC. W.M.
M.J. TEE wl MIN. 36" COVER VERT. CLEARANCE - RANCE (TYP.) — SEE DETAIL M-6, UNDER CONC. DR. (TYP)
& RESTORE IN KIND.�
OPEN CUT ASPHALT RD. 6" M.J.G.V
z
& RESTORE IN KIND. INSTALL 6" x 6"
m
CONST. 32 L.F. CL.350 DipE=—: 1-1--� L__J FEE— M.J. TEE F=:�' F=R I-<
IF
A qP
m
74 OPEN CUT ASPHALT RD.
CL- loom
w_- 99.70 & RESTORE IN KIND.
• CONST. 32 L.F. CL.350 DIP.
U)
U) CONST. 6" PVC. W.M
AS SHOWN <
w/ MIN. 36" COVER
r 0
& RESTORE IN KINDi
B..S.U.G EE3 L_ k<
cn
DIRECTIONAL BORE DIRECTIONAL BORE
6" W.M. 12" W.M
INSTALL 6" M.J.G�V
< DIRECTIONAL BORE INSTALL 12"'x 6" INSTALL 12" x 6"
INSTALL M.J. BEND DIRECTIONAL BORE 12" W.M.
m M.J. TEE M.J. TEE
45 2) 6" W.M.
6" M.J.G.V 6" M.J.G.V
E: F:R I E:
41
1w A_W
B�S.U,G A B.S.U.G
E.W.-
B.S.U.G
G A ki, S.W..
wo
OPEN; CUT ASPHALT RD. INSTALL 12" x: 6" INSTALL 12" x 6" CONST. 6"; PVC. W.M.
So
&.RESTORE IN KIND. M.J. CROSS M.J. TEE AS SHOWN,
STALL 12" x 6" IN
CONST. 48 L.F. CL.350 DIP.( f) CONS 12" PVC. W.M. -.V w/ MIN. 36" COVER
A 6" M.J.oL INSTALL M.J. BEND M.J. TEE
AS SHOWN & -RESTORE IN KIND.
45' (2) 6" M.J.G.V w/ MIN. 36" COVER INSTALL, F.H.A
U) RESTORE IN KIND.
OPEN CUT DRPVEWAY RESTORE IN KIND
INSTALL 6" M.J.G.V W.M.- "A
—6" C'.350 DIP. W.M CENTERED,
BORE 6" PVC. W.M. CONST. 12" PVC. W.M (TYP.) COAST. 20 L.F NG_- 100-M
W MIN. CL- 100.W
UNDER EXISTING STORM PIPE W/ 18"' NQ- lockso
& RESTORE IN KIND,
UNDER: CONC. DR. (TYP) 0- 0 11 5' (TYP.) IN LIEU OF OPEN CUT sm - 100.00 OPEN
VERT. CLEARANCE (TYP.) SEE DETAIL M-6
CONTRACTOR MAY DRILL & BORE UNDER DRIVEWAY NQ_ 1=40e & RE'
W. . "As
EA
NM
EH3 L_ (:::D (::D CONS
INSTALL 6";x 6"
5' (TYP.)
(f) U) M.J. TEE
INSTALL F.H.A 6" M.J.G.V
LIJ . 1 4. INSTALC � M.J. BEND INSTA
t. (2)
z CONST. 6" PVC. W.M. 45
CONST. 32 L.F.LF, INSTALL ALI
E
_J
V.M. c C7
<11
<
AS SHOWN
.4a--
AS SHOWN' 0 wl MIN. 36" COVER
0 NJNV. 9&40
III
CONST. 6„ PVC. W.M.
COVER
_j & RESTORE IN KIND. W-100.02
SG
w/ MIN. 36 MG.- 100.10
IM
oow
a.
EE3 E� _F _F
& RESTORE IN KIND. U) CL- 17
MATCHLINE SEE SHEET 9
DEPARTMENT OF
UTILITY SERVICES
ALE,, 1' — 601
A
CUT ASPHALT RD.
STORE IN KIND.
32 L.F. CL.350 DIP.
INSTALL M.J. BEND
45'
_L F.H.A
MICHAEL C. 'HOTCHKISS., FLA, P,E, No, 39514
TECHNICAL, BLANKEN DATES JULY 99 SHEET
_____ __ __ ___ __� _ ______u _.r�; S E BASTIAN PHASE 2D
SCALE, V = 60' 10�,,-
DESIGNED BY, MICHAEL C. HOTCHKISS �.-..-__ -�-APPROVED BY, COUNTY PROJECT NO. UW-97-13—DS �-� WATER ASSESSMENT PROJECT OF 21
a
Jo IONOdd AJASSISSV �JJM
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d'H'3 7'ViSNi r�Y A Cl /•IAI Q►
D
Z
M
fTl
n'1
M
m
LA
MATCHLINE SEE SHEET 13
rim
R
CONST. 4"' PVC. W.M.
5' (TYP.)
(=
s
AS SHOWN
CONST. 6" PVC: W.M.
(,
w/ MIN. 36" COVER
AS SHOWN
I
& RESTORE IN KIND.
w/ MIN. 36" COVER (
*\
_._..
_ -_ ___,_____„____ _ ____rwl
Q
& RESTORE IN KIND.
BORE 6" PVC. W.M.
UNDER CONC. DR. (TYP)
DIRECTIONAL BORE
I
:,,..
W.M.
e
/�
/6"
DIRECTIONAL BORE
r
DIRECTIONAL BORE
� 4 „
W.M.
6" W.M.
_
;m
_ ,
WWI 91.23
NO.— 99.40
CL.- 100.00
NG- 99,80
&
S,
_
j
c
�- { r 1 d
an
'
-
U � �,/
INSTILL 6"
INSTALL 'M.J BEND 45'
M.J.G.V.
INSTALL ;F.H.A
INSTALL 6" x 6"
INSTALL M.J
INSTALL 6" M.J.G.V
"
CONST. 6 PVC. W.M.
;., M.J. TE'=
BEND 45'(2)
AS SHOWN _
INSTALL F.H.A
INSTALL 6" x 4" 6" M.J.G.V
INSTALL M.J BEND 45'
wj PAIN. 36" COVER CONST. 20 .L.F-65" CL.350 DIP.
W.M CENTERED,
M.J. TEE
INSTALL 6" x 6"
DIRECTIONAL BORE
& RESTORE IN KIND. UNDER EXISTING; STORM PIPE w/ 18" MIN.
4" M.J.G.V
M.J. TEE
6" W.M.
VERT. CLEARANCE (TYP.) — SEE
DETAIL M-6
CONST. 20 L.F-6" CL.350
DIP. W.M CENTERED,
EXISTING 18- MIM-6 5' (TYP.)
E3 I-- �� K
VERT.UNDER
CLEARANCES(ORP)PIP
SEE DETAIL
B l—
CONST. 6" PVC. W.
AS SHOWN
'
w/ MIN 36" COVER
_
& RESTORE IN KIND.
OPEN CUT
ASPHALT RD.
INSTALL F.H.A
^
& RESTORE
IN KIND.
CONST.
32 L.F. CL.350 DIP.
OPEN CUT ASPHA•_T RD.
D
R (� CD � �� \/ �
& RESTORE IN KIND.
CONST. 32 L.F. CL.350 DIP.
CD
� ,,L\ r�
- _ —
.UINSTALL
— L ��,
trrw
'12" x 6"
M.J. TEE
Ld
6M.J.G V
+
" "
12 x 6
CONST. 12"
PVC. VN.M.
z
CONST. 12"
PVC. W.M.
I
I
OPEN CUT DRIVEWAY & RESTORE IN KIND
,INSTALL
M.J. TEE ..
AS SHOWN
w/ MIN. 36" COVER INSTALL 12" x 6"
_
0-
INSTALL F.H
AS SHOWN
BORE 6" PVC: W.M. CONST. 12" PVC. W.M (TYP.)
12,E M.J.G.V. _
& RESTORE
IN KIND. M.J. TEE
w j MIN, 36"
COVER
UNDER CONC DR. (TYP) IN LIEU OF. OPEN CUT & RESTORE IN KIND,
6 M.J.G.V. e
6" M.J.G.V
& RESTORE
IN KIND.
CONTRACTOR MAY DRILL & BORE UNDER DRIVEWAY
I r
CONST. 6„ PVC. W.M.
I AS SHOWN
_
CONST. 6" PVC. W.M.
w/ MIN. 36 COVER °
AS SHOWN -
& RESTORE IN KIND.
w/ MIN. 36" COVER
.S.U.G
& RESTORE IN KIND.
cn
o
..
OPEN CUT ASPHALT RD.
& RESTORE IN KIND.
CONST. 32 L.F. CL.350 DIP.
W
a--
c�io
-
- �.,0 � N L J �
fn
c z a
._ -._ _
t�
Z-.
. .,
Y r _
m
INSTALL F.H.A
INSTALL' 6" x 6"
M.J. TEE BORE
6" M.J.G.V UNDER
��
6 PVC. W.M.
CONC. (TYP) CONST. 6"
CONST' 20 L.F-6" CL.'50 DIP. W.M CENTERED,
UNDE EXISTING STORM PIPE w/ 18 MIN.
PVC. W.M. VERT. CLEARANCE (TYP.) — SEE _M-6
; _ INSTALL 6" x 6"
y
*DR.
A SHOWN--
;. ,DETAIL
M.J. TEE
5'
(TYP.)
wj MIN. 36"
COVER
6" M.J.G.V
INSTALL F.H.A-
&: RESTORE
IN KIND:.
\y�
WIWW,- 97.z3
Wc.- 997.
CONST. 20 L.
UNDER EXISTI
l
CL- ,00,00
NG- 99.70 I
_
- VERT. CLEARA
F-W.- 9725
t
CONST. . 20 L.F-6" CL.350 DIP. W.M CENTERED,
UNDER :EXISTING STORM .PIPE w/ 18" MIN.
�
�_ �,�
I
VERT. CLEARANCE (TYP.) — SEE DETAIL M-6
^
CL_ �20
�r 9Q0e
e
INSTALL F.H.A
000NST.
0
6" PVC. W.M. a; INSTALL F.H.A:BORE
AS SHOWN
INSTALL' 6" x 6" w/ MIN. 36" COVER
M.J. TEE & RESTORE IN KIND,
6" PVC. W.M.
UNDER CONC. DR. (TYP)
INSTALL 6" x 6" -
M.J. TEE
-
J
�
6„ M.J.cv C
N E
6" M.J.G.V
4
x t__a...I
104
F
°
n. .ga.
1-4,
N9N- 97A2
NG- 99A0
p¢I
Ct - lo0.00
W.- 20
t
r.
SCALE- I' = 6 0'
OPEN CUT ASPHALT RD.
& RESTORE IN KIND.
CONST. 32 L.F. CL.350 DIP.
`OPEN CUT ASPHALT RD.
& RESTORE IN KIND.
CONST. 32 L.F. CL.350 DIP.
—6" CL.350 DIP. W.M CENTERED,
IG STORM PIPE w/ 18" MIN.
JCE (TYP.) — SEE DETAIL M-6
DIRECTIONAL BORE
/ 6" W.M.
DIRECTIONAL BORE MATCHLINE SEE SHEET 11 CONST. 20 L.F-6" CL.350 DIP. W.M ,CENTERED, �,' _V`1.WED ,AND APPRDV � BY,
6' W.M. UNDER EXISTING STORM PIPE w/ 18 MIN._-._._____
VERT. CLEARANCE (TYP.) — SEE DETAIL M— 6 , r Llr r Al
No, fi- �i ,
kj
-A VAE__ _ r .x
Not Revision Date B No. Revision Date B �vFR DATEr
Y Y TECHNICALr BLANKEN JULY 99 SHEET
INDIAN RIVER COUNTY DEPARTMENT of SEBASTIAN P ASE 2D
1840 25th _
__ _.____.___ �_v__ _ wr_ _.__�_�n_ ,
SCALE i 60' .�
� �C� gWMA 0 � DESIGNED BY, MICHAEL C. HOTCHKISS s
•�ORI P• �'��� 587-e000 UTILITY SER 1►10ES APPROVED BY, COUNTY PROJECT NO, UW-97_13-DS I WATER ASSESSMENT PROJECT of 21
l
I
DIRECTIONAL BORE Qyy ' S'
�fATCHLINE SEE SHEET fi
6 W.M.'
INSTALL 6" x 6" ( .)
M.J. TEE , INSTALL F.H.A
6" M.J.G.V O t= V
' SCALE; 1 ' 6 0'
t
Coll
INSTALL M.J. BEND
/ J / 22.5' - 2_
/ NWT=' 995 t�l
f �_ BORE 6 ' PVC. W.M.
►+o-_ 00
( UNDER CONC. DR. (TYP)
;}EJW.M
_o
4
r fTl
' \ i c
TOP-
.0 CONST. 6" PVC. W.M. j
tow. 99 ee , . / _
N0.= 101 oo \ V AS SHOWN z
�- 1Vi w/ MIN. 36" COVER
/r.:r♦ '' & RESTORE IN KIND. i
DIRECTIONAL BORE "r'- o - 1_ � ..._ _ _.w___.__.___R... 0)
NCB 99 eii
6 W.M ji
INSTALL 6 x 6
M.J. TEE J 5' (TYP.) I I CONST. 20 L.F-6" CL.350 DIP. W.M CENTERE I I OPEN CUT SPHALT RD.
6" M.J.G.V UNDER EXISTING STORM PIPE w/ 18 MIN. & RESTORE IN KIND.
VERT. CLEARANCE (TYP.), - SEE DETAIL M-6 CONST. 32 L.F. CL.350 DIP.
t
DIRECTIONAL BORE 60 L.F.
6" W.M (INCLUDE DRIVE) (+ CONST. 6" PVC. W.M
/ DIRECTIONAL BORE
6 W.M. AS SHOWN
INSTALL F.H.A "
r
av
& RESTORE !, N COVER
KIND
R
�1 ,j4_�_
_
NY.-9&75
--
r' i
Nf
DIRECTI AL 130RE
` INSTALL 6" x 6" _.
y
!, W `7 M.J. TEE' - -`` - - ----- NG�999 _._ 6 _ _ _ _ _ . _ _ . ._ _ (�100.73 _}
/ / F 6" M.J.G.V Y Nw,00s -
F I W. _ f <B.S.U.G
sw Mr.-9e.+o
t....
� MlV .47
Nw.N.W100.00 26.05 Li NA Li
BORE ! PVC. W.M.
DIRECTIONAL BORE W- 100.00 UNDER . CONC. DR.
�.. " x 6"
6 W.M. SmV iOaoQ°i°z /TALL 6 x 6
INSTALL M.J.�v1BEND -: i � � � INSTALL 6
- 90 .= 22.5' 2 ; i' M.J. TEE M.J. TEE
i 17 i 6" M.J.G.V
6 M.J.G.V c :
o
O e oc
r f
INSTALL F.H.A
PVC. W.M. I a
BORE 6" ,
GF UNDER CONC. DR. (TYP) I I I CONST. 6" PVC. W.M. I I
>. AS SHOWN " ! V
• �� ,., ; g: _. � w/ MIN. 36.COVER
f.
RESTORE IN KIND.x
0
CONST. 6" PVC. W.M. I
AS SHOWN I
a -
/ " R `
- w/ MIN., 36COVEj
i
' > & RESTORE IN KIND. a E
INSTALL 6" x 6" ` _ ;:� ,
Na= 99 Y0
M.J. TEE — i� C .0. Q a = WN6.= 99OM
40 .40 . E_ � U E
6" M.J.G.V N.W- 95.8f -i
,
W. �oaoo 'T - N
No.= 90.ao �, y INSTALL F.H.A
1
CL= 100.18 Yso
M- 99.40 7 x y7fe 5-w &radii
DIRECTIONAL BORE
If�
6" W.M.JIM_
_ INSTALL 6" x 4" E
M.J. TEE
z.
/ 4„ M.J.G.V y BORE 4" PVC. W.M. �
INSTALL M.J. BEND 4 `, INSEND UNDER CONC. DR. (TYP)
A
22.5' - 2 i -- _____ _ T45' -2 CONST. 4" PVC. W.M.;C7
M.J.M
AS SHOWN
w/ MIN. 36 COVER T F 4" I I T r
INSTALL 6" M.J.G.V - - DIRECTIONAL' BORE - .M CEN ERED
,i „ & RESTORE IN KIND. CONST. 20 L. C� 350 DIP. W Z
(� UNDER EXISTING STORM PIPE w/ 18"' MIN.
v' jn 4 W.M. VERT. CLEARANCE (TYP.) - SEE DETAIL M-6 m
II�STA L F. H.Ar�' U 1 �'
BORE 6" PVC. W.M.
UNDER CONC. N R. TYP D (TYP) I I m
- BORE 6 PVC. W.M.
/ UNDER CONC. DR. (TYP)-
DIRECTI'ONAL BORE
S
y f! m 6" W.M. m
MATCH / I I I ( rnn T R" PVC W AA CONST. 6" PVa W.M. onoc c$ 01if- u, ., r
t
No,V Revision
cu
E
En
ro
J
' I AS SHOWN , }: /
DIRECTIONAL BORE I ! BARE 6" PVC. W.M. w/ MIN. ' 36 COVER UNDER CONC. DR. (TYP)
' " r - " r
6 W.M. & RESTORE IN OKIND. UNDER CONC. DR. TYP RESTORE CONST. 20 L F- CL.350 DIP. WM CENTERED, / ( &
E R N RED,
j 4 NSTALL M.J BEND UNDER EXISTING STORM PIPE w/ 318" MIN.
;VERT. CLEARANCE (TYP.) - SEE DETAIL M-6
00
IN $T L L FHA
W
F I V U
{ 'f INSTALL 6" x 6"
_ �' P.) v
j
1
M.J. TEE
to
:
cN. .
6 M.J.G.V
w y
W
�.
N.w= 96so
zy N6= �.40
NG= ".10
s�— 96. eo
15' (TYP.)CONST. 6PVC. W.M.
I �
is f
J AS SHOWN —
w/ MIN. 36" COVER 5' ( P.) ' s t ' 16 15 1420 t3 } t
i E-- & RESTORE IN KIND.
m
i
W y
RE IE'WED AND APPROVED BY=
r .:.
irk " {
4�
CHAEL Cf HOTCHKISS, � � P.E. No. 39514
I MATCHLINE SEE SHEET 12 a�
DATES '
Date By No, Revision Date By �`�'ERc INDIAN RIVER COUNTS s DEPARTMENT OF i�TECHNICAL� ___ BIANKEN� .�JLY 99 SHEET
-�----�-�- ; _ - ----- SEBASTIAN PHASE 2 D
_ .... - __ ° 13
1840 2Sth STREET ._...... ...
� _ _ . _..... -....: _ ... .. ._ _.. _.. ..., 4 DESIGNED BY, � SCALE, 1 60 ...y
• ���� . 0 r}' 80 0 0 UTILITY SERVICES MICHAEC C. �TC ISS _ __-._ P_- E _ _ _ _ ___ - - WATER ASSESSMENT PROJECT
� z 1
x' P `APPROVED BY, COUNTY PROJECT NO.'U�J-97-13—DS OF
s � �
CD
E
cn
ro
J
L 'BORE
IN5IALL F.H.A / DIRW MO(INC1tiUDES 2DDRlVES)' / OPEN CUT CONS. SIDEWAL
EXISTING »
12" VALVE OPEN CUT CONC. SIDEWALK INSTALL M.J. BEND
& RESTORE IN KIND. \ 11.25• (2) CONST�. 6" PVC. W.M. INSTALL F.H.A & RESTORE IN 'KIND.
\\ \ CONST. 12" PVC. W.M. AS SF�OWN
EXISTING 6" PVC. F.M. \ w/ MN. 36" COVER
AS \ \ w/ MINW36" COVER \�!y & RESTORE IN KIND.
\\ & RESTORE IN KIND. E3
INSTALL 12" x 12" M.J. TEE, AFTER
CLOSING BOTH VALVES. I I
EXISTING PIPE BETWEEN VALVES SHALL BE
CHLORINATED AND TESTED. \ \
LINE SHALL REMAIN OUT OF SERVICE, \ \\ \ -7
FR G --F
UNTIL LINE HAS BEEN CLEARED BY F.D.E.P. \
THIS PORTION OF WORK SHALL BE DELAYED UNTIL \
REMAINING WATER MAIN HAS BEEN CONSTRUCTED AND TESTED.
INSTALL TEMPORARY JUMPER \�_ EXISTING 12" PVC. W.M.
TEMPORARY SAMPLE POINT
No. Revision Date By Nal Revision Date INDIAN RIVER COUNTY
1840 25th STREET
VERO BEACIL FLOREDA 92960
�'`Z( IMP• (407) 567-8000
DATE'_,.._.�_.._.__�_._._.._._.._.JU.Y 99 —
SCALE, 1' = 60'
COUNTY PROJECT NO. UW-97 13—DS
W
U)
W
W
W
W
z
J
C.)
H
Q
o N , __�-�--_ -v.I [
s-a_ n -
_' _— _t .-. _. _
� � e o � Da e 1 B
MATCHLINE SEE SHEET 11
MATCHLINE SEE SHEET 12
PT
INDIAN RIVER COUNTY
1840 25th STREET
ROV$BEACH,FL�OREDA 32960
r (407) 567-8000
DEPARTMENT OF
UTILITY SERVICES
CONST. 12" PVC. W.M.
AS SHOWN
w/ MIN. 36" COVER
& RESTORE IN KIND,
MATCHLINE SEE SHEET 12
AND APPROVED Dya
a
l�
SCALE' 1 " = 60"
CONST. 12" PVC. W.M.
AS SHOWN
w/ MIN. 36" COVER
& RESTORE IN KIND.
DRIVEWAY & RESTORE IN KIND
" PVC. W.M (TYP.)
OPEN CUT & RESTORE IN KIND,
R MAY DRILL & BORE UNDER DRIVEWAY
DIRECTIONAL BORE 90 L.F.
6" W.M (INCLUDES 2 DRIVES)
C. NCB KIT, SS; F 1-A. P,E No, 39514
._s.....e....w..+.re....s.....wv.r�....o�.. _ _ _�..�..w.a.....®. ,.:. .. ............e»..........w...s....+w....rwv...........r.......nm�..ti�.r ... �............a,.�a. r.e�.....-re...�Na�...m...�a.:.....�e.....
DATEt4 �..��.. _.
TECHNICAL+ BLANKEN JULY 99 ! SHEET
DESIGNED BY
� SEBASTIAN PHASE 2 D �
SCALE, V = 60' I 15
fi -1-
MICHAEI_ C. HOTCHKISS __...._._ ...... _
APPROVED BYE i
C[X1NTY PROJECT NO, UW-97 13 N�DS WATER ASSESSIVIENI PROJECT I of 21
i F
1
i
CONST. 4" PVC. W.M.
AS SHOWN
w/ MIN. 36" COVER
& RESTORE IN KIND.
e 5' (TYP.)
5° (TYP.)
1 i
MATCHLINE SEE SHEET 13
5' (TYP.)
m I ;
CONST. 6" PVC. W.M.
CD AS SHOWN
w/ MIN. 36" COVER
& RESTORE IN KIND.
r�
DIRECTIONAL BORE DIRECTIONAL_ BORE
_, - _,
6 W.M. DIRECTIONAL BORE 6 W.M.
4" W.M.
B.S.U.G_ _ ` --- B.S.U. _ B,S.U.G _
INSTALL 12" x 12"
DIRECTIONAL BORE M.J. CROSS � /� � r INSTALL 12 x 6"
12" W.M. 12" x 6" M.J. REDUCER (2) # M.J. TEE
6" M.J.G.V (2) ` INSTALL F.H.A 12" M.J.B.V - 6" M.J.G.V
CONS`. 12" PVC. W.M. INSTALL 12" x 4"
AS SHOWN M.J. TEE 4' OPEN CUT DRIVEWAY & RESTORE IN KIND
w/ MIN. 36" COVER 4" M.J.G.V CONST. 12" PVC. W.M (TYP.)
& RESTORE IN KIND. IN LIEU OF OPEN CUT & RESTORE IN KIND,
CONTRACTOR MAY DRILL At BORE UNDER DRIVEWAY
I B l—
BORE 6" PVC. W.M. I CONST. 6" PVC. W.M.,
UN ER CONC. DR. (TYP) AS SHOWN
w/ ^MIN;, 36 ,COVE\
/� „
1 /�L \ R(lAr' All pwr W AA lkicTni i C' u n
W
(n
w
V)
w
z
U
Q
yr
C
0
ter
DIRECTIONAL BORE
6" W.M.
70L
AM
_ ._
dh
B.S.U.
I BORE 6" PVC. W.M.
INSTALL 6" x 6" UNDER CONC. DR. (TYP)
M.J. TEE
INSTALL F.H.A
6" ' M.J.G.V hCONST. 6" PVC. W.M.
AS SHOWN
w/ MIN. 36" COVER
& RESTORE IN KIND.
F=:;�,' (=7
OPEN CUT GRAVEL RD.
& RESTORE IN KIND.
CONST. 16 L:F. CL.350 DIP.
0
�I
{I
Z
INSTALL F.H.A
3 S-i-.
U eGr--
C")
2
r
z
m
m
m
mm
J
—F F::� C
CONST. 12" PVC. W.M.
AS SHOWN
w/ MIN. 36" COVER
& RESTORE IN KIND.
CONST. 6" PVC. W.M.
AS SHOWN
w/ MIN. 36" COVER
& RESTORE IN KIND.
CONST. 6" PVC. W.M.
AS SHOWN
w/ MIN. 36" COVER
& RESTORE IN KIND.
Alk-
SCALE. 1 ' _ 601
r F—a
NO, Revision Date By No, Revision Date By O"OR
TECHNICAU BLANKEN DATE JUCY 99 n SHEET
INDIAN RIVER C0UNTY DEPARTMENT OF __ SEBASTIANPHASEL
___..__ . _._.-----.._ .....___ n._...., SCALE, 1
_60 _._ 16
_
184U 25th .g ' � -�J� DESIGNED BYE VERO BUCIL
07 56°eo0 980 UTILITY SER V 10ES MICHAEL C. HOTCHKISSCOUNTY PROJECT NO. UW-97_13-DS WATER ASSESSMENT P R 0 J E CT F 1
j APPROVED BY,
EXISTING F.M VALVE,,
No,TRevision
DIRECTIONAL BORE
/ 6" W.M.
Date�T-Bv✓� No,
DIRECTIONAL BORE
12" W.M. /
DIRECTIONAL BORE
f 6" W.M. s
F� f
N.W. e`+�. 9e.99 01
Nw.- 1oG.oe �V Gj
/ NG.- 101.00
CL.- 102.50 y
NG.- 01.50
W. �. 9e ee
S 9N. 6 - NOT P UMND ,
DIRECTIONAL BORE
6" W.M.
. xA
N.W1 - 95.55
MG:- ; oo i NSTALL 6" x 6"
rc- 10070 � t M.J. TEE a
95.15 J. 6" M.J.G.V
INSTALL M.J. BEND f
' 22.5' - 2
CONST. 6" PVC. W.M.---
AS SHOWN
/ w/ MIN. 36" COVER
tle RESTORE IN KIND.•
W
IINSTALL M.J. BEND
� 22.5' - 2
M.J 'BEND '
INSTALL F.H.A"",4-,",
U
CONST. 6" PVC. W.M.
AS SHOWN
_. w/ MIN. 36" COVER
& RESTORE IN KIND.
NST. 20- L.E-6" CL.350 DIP. W.M CENTERED, W
DER EXISTING STORM PIPE w/ 18" MIN. LL!
R T. CLEARANCE (TYP.) - SEE DETAIL M-6
INSTALL M.J. BEND rj
22.5.
INSTALL 12" x 6"
M.J. TEE
6" M.J.G.V
IN TALL M.J. BEND INSTALL M.J. BEND
45' (2) 22.5'
V,
INSTALL M.J. BEND
22.5*
N.W.- 97.61,
W.- 100.00
NG- 99.e5
a.- 1oo.zo
NG.- 99 9O
100.00
S.W.- 97.61
---.1_DIRECTIONAL BORE
CONST. 12" PVC. W.M. 12" W.M.
AS SHOWN
w/ MIN. 36" COVER
& RESTORE IN KIND.
�\ DIRECTIONAL E30RE
12" W.M.
DIRECTIONAL BORE
6" V.M.
INSTALL 12" x 6'y INSTALL 6"'x 6" B L— CD C I
M.J. TEE M.J. TEE INSTALL F.H.A
6" M.J.G.V 6" M.J.G.V' INSTALL M.J. BEND
22.5'
oq
B_S`USz_
1wKiGOLUMBUS
�d
--, BORE 6" PVC. W.M
UNDER CONC. DR (TYP)
NON.- 98.73 KW.- 9 _
r . 4
NG..- 10000M ME- 100.10 � � -
w- Imm - -
1 G : i�'S�0 CL- 100.74 4
NG.- 100.50
tIN.- 100.00 i
. 9 .26 5' (TYP.) &W.- 97.00 \ �
1,
DIRECTIONAL BORE INSTALL M.J. BEND
ECTIONAL BORE
12" W.M. ' ! I DIRI `' 22.5'
MATCHLINE SEE SHEET 13 MATCHLINE SEE SHEET 16
SCALE; 1 ` = 60'
`E-f SoiF-D AND APPF'O ED B'yt
HE FLA, RE
39514
No.
DIAN RIVER COUNTY DEPARTMENT OF}TECHNICAU HLANICEN ; _ �JULY 99 TiH7EE
SEBASTIAN . PHASE 2 D17
_ . �__ ._ .. -_ _. _ . -_ ._- _._ _._..- _.. _ n.__... _ �_ �. _ _ _ _ __ ....__ _ DESIGNED BY,
' 184�0 25th ��'J)�T _ �...�.�_.�__.._._. _ _ } � SCALES 1' - 60'
VM BLACH. FWRMA 32I6O I MICHAEL C. HOTCHKISS -- -.- �-
(4W) W7-WOO UTILITY SERVICES APPROVED BY, { ~ COUNTY PROJECT ' NO, UV-97-13-DS WATER ASSESSMENT PROJECT
I z 1
OF
0
7-
c) O I
- z I CITY HALL
(y TRACT B
�77 REPLAT OF SCHOOL PARK SUBD.
m PB # 2 PG 29
i
CITY OF SEBASTIAN COMPLEX
INSTALL 2" SINGLE SERVICE, INSTALL\ 2" SINGLE SERVICE
IBLOCK 2
SEBAS T IAN POLICE REPLAT PP
F � SCHOOL SUBp
PG 29
DEPARTMENT
INSTALL M.J. BENDS
TO AVOID LARGE TREES. I
CUNSI. 12 NVU. W.M. — I
AS SHOWN OPEN CUT DRIVEWAY & RESTORE IN KIND OPEN CUT ASPHALT RD,
w/ MIN. 36" COVER CONST. 12" PVC. W.M (TYP.) & RESTORE IN KIND.
& RESTORE IN KIND, IN LIEU OF OPEN CUT & RESTORE IN KIND, CONST. 32 L.F. CL.350 DIP.
CONTRACTOR MAY DRILL & BORE UNDER DRIVE4�lAY
7 _
��
---�
EXISTING F.M VALVE
INSTALL 2"
w/ MIN. 36" COVER
& RESTORE IN KIND.
No, I Revision I Date TG NoJ Revision 1 Date B
INDIAN RIVER COUNTY
1840 25th STREET
+ + VERO BEACH, FLORIDA 32960
�tI P (407) 587-8000
\
♦Tl �� L� ij\,
DRE
U,52
/� _ CATCH BAS
_6IM.18.85 E
BOTTOM I$.B5
w I. D,. 3 20.46 INSTALL 12"x12"x 8" M.J. TEE
BOTTOM 23
12" M.J. PLUG
3
INSTALL 1>2"
M.J. BEND
INSTALL F.H.A
SCALE, I" = 60'
EXISTING 8" W.M 10 REMOVE PLUG & CONNECT
�i INSTALL TEMPORARY JUMPER
INSTALL TEMPORARY S.P
A. ROSE SUBDIVISION
d
s
4 RE�TOREI IN KIND.
12",PV9. ,W.M.
( MI 42" COVER) t SAS SHOWN
I I w/ MIN. 36 COVER
& RESTORE IN KIND.
FLOCK 3 I
REPLAT OF SCHOOL PARK SUBO.
11,
POST OFFICE
# OPEN CUT COfjC. DR./
& RESTORE IN KIND.
OPEN CUt H.S DR. I ( MIN. 42 COVER),,
& RSTORE IftfND. "-
OPEN CUT H.S 'DR ( MIN. 40 COVER)
<;c RESTORE IN KIND,
( MIN. 42" COVER)
A.G. ROSE 8 UBDIVISION
DEPARTMENT OF I TECHNICAL- BLANKEN
IDESIGNED BY, MICNAEt_ C. HOTCHKISS
UTILITY SERVICES
APPROVED BY;
0
'Pool o
/0o
2g
0
& KtJ 1 VKt IN KIINU.
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0
m
MT T
DATEi DULY s9
SCALEt 1' 60' � iSHEET
_ _ t SEBA'71AN PHASF 2 D 9 -
= I
18
COUNTY - PROJECT NO, UW-97-13-DS WATER ASSESSMENT PROJECT 21
i
CRUSHED STONE
SURROUNDING BALES STORM SEWER INLET
TOP OF BERM TO BE
CONTINUED TO MATCH
PUMP HOSE EXISTING GRADE
OR PIPE
A ,. ,*A FLOW 5 ;'
EMBEDDING DETAIL
CURB, EDGE OF
ROADWAY, OR
STRUCTURE __//
PUMP HOSE OR
PIPE
BALES OF HAY
OR STRAW
�k SPECIFIC DESIGN DETAILS AND
DIMENSIONS TO BE PROVIDED
BY THE CONTRACTOR.
`— BALES OF HAY GRAVEL INLET FILTER
OR STRAW (SEE EXIST. CATCH
PLAN BASIN FILTER DETAIL)
kTER DISCHARGE PIPE HAY OR STRAW BALES
0ow "pow
L EXISTING GRADE
VARIES
STORM SEWER INLET
SECTION A -A
DEWATERING STRUCTURE
N.T.S.
�50 GAL. DRUM
INSTALL BAFFLE-
1/4" PLATE
WITH 1-1/2"0 HOLES
3" O.C. EA. WAY —
I
PERFORATE SIDES OF DRUM
ABOVE BAFFLE W/3/4"0 HOLES
8" O.C. EA. WAY
WELD 4 CLIPS TO DRUM TO
SUPPORT BAFFLE
NOTE:
FOR USE WHEN PUMPING RATE IS 20
GPM OR LESS
SEDIMENT TRAP DETAIL
N.T.S.
FENCING FOR TREE PROTECTION
N.T.S.
2"x2"x4' WOODEN
STAKES (2 FOR EA.
BALE)
FU
HAY OR STRAW BALE SILT FILTER
N.T.S.
EL
A SILT FENCE LIKE THIS TRAPS THE SEDIMENT IN RUNOFF
WATER ON SFTE WHILE PASSING RELATIVELY CLEAR WATER.
TYPICALLY IT IS MADE UP OF LIVESTOCK WIRE FENCE
FASTENED ONTO WOODEN FENCE POSTS. A FILTER FABRIC,
SUCH AS CELANSE'S MIRAFI 140 OR CARTHAGE MILL'S
POLLYFILTER-X, IS FASTENED TO THE FENCE. THE BOTTOM
END OF THE FABRIC LAID IN IT AND THE TRENCH BACKALLED
THE SILT FENCE IS A TEMPORARY SILT CONTROL MEASURE.
IT IS REMOVED ONCE VEGETABLE COVER IS ESTABLISHED.
EVENTUALLY, THE SUN'S RAYS WILL DEGRADE THE PLASTIC
FILTER FABRIC.
WOODEN POST
WIRE FENCE
MIRAFI 140 FABRIC
OR EQUALIVALENT —�—
TYPICAL SILT FENCE DETAIL
N.T.S.
AE TOE OF SLOPE
NOTE:
FOR USE ON WATERSHEDS
LESS THAN 2 ACRES
PLAN TOE OF SLOPE
0
EXISTING I 2'-0"
GRADE
RUBBLE OR WELL
GRADED GRAVEL
SECTION A -A
FILTER BERM DETAIL
N.T.S.
EDGE OF EXIST. PAVEMENT
100' MIN. rn rrn r
-- WOODEN POST
MIRAFI 140 FABRIC
OR EQUALIVALENT
/_ GRADE
EXISTING PAVED CRUSHED STONE
ROADWAY
SECTION A -A
100' MIN
z
z
ui
A : I A
w
a
a
z CRUSHED
STONE
X
w
w
0
w
w
PLAN
CONSTRUCTION SITE TRACKING PAD
NOTE N.T.S.
EXISTING GRADE OF GRAVEL SURFACE VARIES.
LEVEL SUBGRADE BENEATH FABRIC FILTER AND
CRUSHED STONE WEARING COURSE TO MEET
EXISTING PAVED ROADWAY ON EITHER SIDE OF
TRACKING PAD.
HAY BALES (TYP.) —
A
L
ANCHOR PINS (TYP.)
12=
TO BE EMBEDDED
WHENEVER POSSIBLE
A.
B.
PLAN
10'-0" MIN.
WELL GRADED GRAVEL
OR RUBBLE
EXISTING STORM
SEWER INLET
2"
EXISTING
GRADE
SECTION A -A
EXISTING CATCH BASIN FILTER DETAIL
N.T.S.
PREPARE ANCHORING TRENCHES
AT THE TOP AND BOTTOM OF
SLOPES. BURY THE TOP ENDS
OF THE MATTING STRIPS IN A
TRENCH 4 INCHES OR MORE IN
DEPTH.
' GRADE J
HAY BALES (TYP.)
L
PLAN
SECTION "A -A"
SEDIMENT CONTROL DETAIL FOR
NOTE:
FOR STOCKPILING ERODIBLE
MATERIAL FOR EXTENDED PERIODS
THE AREA SHALL BE SEEDED AND
MULCHED
A
STOCKPILING OF ERODIBLE MATERIAL
N.T.S.
C. ALLOW 4 MIN.
OVERLAP--\
OVER P P
D. PLACE STAPLES 4'
TO 10' APART
TAMP THE TRENCH FULL OF
SOIL. SECURE WITH ROW OF EROSION STOP -FOLD OF MATTING
STAPLES. 10 INCH SPACING 4 BURIED IN SILT TRENCH AND
INCHES DOWN FROM TRENCH. TAMPED. DOUBLE ROW OF STAPLES.
EROSION STOPS SHOULD BE
INSTALLED AT THE MIDPOINT OF
SLOPES GREATER THAN 50 FEET
IN LENGTH; OR AT 50 FOOT
GRADE INTERVALS MEASURED FROM TOP
OF SLOPES GREATER THAN 100
FEET IN LENGTH.
EROSION PROTECTION WITH SOIL STABILIZATION MATTING
N.T.S.
NOTES:
APPLICABLE FOR JUTE MESH, BIODEGRADABLE MESH NETTING, AND
0 EXCELSIOR MATTING (EXCEPT EXCELSIOR MATTING MAY BE BUTTED).
LIME FERTILIZE AND SEED IN ACCORDANCE WITH THE SEEDING
F —1" SPECIFICATION
TBE APPLIED EXCEPT THAT R JUTE MESH. ONE HALF OF E
PRIOR TOLAYING THE MATTING AND THE
SEEDMAY
REMAINING SEED APPLIED AFTER LAYING THE MATTING.
TYPICAL STAPLES
(8 GA. WIRE)
N.T.S.
LA -BURY U PER END OF
LOWER STRIP AS IN "A" AND "B"
OVERLAP END OF TOP STRIP 4
INCHES AND STAPLE AT 10 INCH
INTERVALS.
SOIL EROSION AND SEDIMENT CONTROL NOTES:
1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSTALLED PRIOR TO
ANY MAJOR SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED
8.
THE ENGINEER SHALL BE NOTIFIED 72 HOURS IN ADVANCE OF ANY LAND
DISTURBING ACTIVITY.
17.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE WHERE
SEQUENCE OF CONSTRUCTION:
UNTIL PERMANENT PROTECTION IS ESTABLISHED.
POSSIBLE PRIOR TO, OR IMMEDIATELY FOLLOWING SITE AND ACCESS CLEARING.
2. ANY DISTURBED AREAS THAT WILL NOT RECEIVE PERMANENT RESTORATION WITHIN
9.
AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE
STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE
18.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE
1.
CONSTRUCT TEMPORARY STONE TRACKING PAD AS INDICATED ON PLANS.
TEN (10) DAYS AFTER FINAL GRADING, AND NOT SUBJECT TO CONSTRUCTION
A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGATIVE GROUND COVER, SHALL
AND MAINTAINED; INCLUDING SILT AND SEDIMENT REMOVAL, UNTIL CONSTRUCTION
IS COMPLETED, AREA STABILIZED AND THE ENGINEER SO DIRECTS.
2.
CONSTRUCT SILT FENCE WITH STONE BASE SEDIMENT BARRIER AS INDICATED ON PLANS.
TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY COVER. THE DISTURBED AREAS
WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF TWO (2)
BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL
CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE COVER. IF THE REMOVAL OR
3.
SECURE CATCH BASIN INLETS WITH SEDIMENT CONTROL BARRIERS AS INDICATED ON PLANS
TONS PER ACRE, ACCORDING TO STATE STANDARDS.
TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON -VEGETATIVE
19.
ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT FILTER
AREA. SEDIMENT FILTER SHALL BE INSTALLED IN ACCORDANCE WITH THE
4.
INSTALL SEDIMENT CONTROL BARRIER IN AREAS DEDICATED FOR STOCKPILES OF
3. PERMANENT VEGETATION TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN
MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED.
A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL
CONTRACT DOCUMENTS AND THE DETAILS OF DESIGN AND CONSTRUCTION SHALL BE
PREPARED AND SUBMITTED BY THE CONTRACTOR TO THE ENGINEER AND THE COUNTY
STONE AND EXCAVATED MATERIAL AS INDICATED ON PLANS.
TEN (10) DAYS AFTER FINAL GRADING. MULCH TO BE USED AS NECESSARY FOR
PROTECTION UNTIL SEEDING IS ESTABLISHED.
FOR REVIEW.
5.
REMOVE AND STOCKPILE EXISTING SURFACE STONE AS PRACTICAL.
10.
THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO MAINTAIN DUST CONTROL.
4. ALL WORK TO BE DONE IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND
DIRT HAUL ROADS SHALL BE SPRINKLED WITH WATER OR GIVEN A SURFACE OF
CRUSHED STONES OR WOODCHIPS AS REQUIRED. VEHICLES SHALL BE CLEANED, AS
20.
SOIL STABILIZATION METHODS SHALL BE UNDERTAKEN COINCIDENTALLY WITH ALL
MAJOR SITE IMPROVEMENTS AND CONTINUE DURING THE ENTIRE CONSTRUCTION
6.
CONSTRUCT GROUND WATER DEWATERING FILTER AS REQUIRED AND AS
INDICATED ON PLANS. (DETAILS TO BE SUPPLIED BY THE CONTRACTOR).
SEDIMENT CONTROL.
NECESSARY, PRIOR TO USING PUBLIC STREETS. PAVED ROADS SHALL BE SPRINKLED
ACTIVITY PERIOD.
5. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL
WITH WATER.
7.
PROCEED WITH CONSTRUCTION ACTIVITIES (EXCAVATION, ETC.).
AREAS SUBJECT TO EROSION (I.E.; STEEP SLOPES AND ROADWAY EMBANKMENTS)
WILL RECEIVE A TEMPORARY COVER OF STRAW MULCH OR A SUITABLE EQUIVALENT,
11.
ALL SOIL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE LOCATED IN THE
21,
DURING CONSTRUCTION, THE CONTRACTOR SHALL NOT DISTURB AREAS BEYOND THE
PROPERTY LINE ADJACENT TO THE CONSTRUCTION AREA.
8,
COMPLETE UNDERGROUND CONSTRUCTION ACTIVITIES; BACKFILL AND COMPACT SOILS,
AT A RATE OF TWO (2) TONS PER ACRE.
FIELD AS REQUIRED OR AT THE DIRECTION OF THE ENGINEER OR COUNTY PERSONNEL.
BRINGING TRENCHES TO REQUIRED GRADE ELEVATION.
THE CONTRACT DRAWINGS ARE NOT INTENDED TO SHOW THE LOCATION AND DETAILS FOR
6. ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFI AND
ALL SUCH DEVICES BUT ARE TO BE USED AS A REASONABLE GUIDE.
22.
THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO INSURE THAT ANY MUD,
9•
RESURFACE AREA IMMEDIATELY UPON BACKFILLING WITH EXISTING STONE STORED
STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E.; SLOPES GREATTERER THAN
12.
UPON COMPLETION OF CONSTRUCTION WORK AND AFTER FINAL GRADING AND WHEN
SILT, BROKEN CONCRETE, ETC. DOES NOT ENTER EXISTING ACTIVE WATER COMPONENTS
DURING THE CONSTRUCTION.
ON -SITE, NEW STONE OR TEMPORARY BITUMINOUS PAVEMENT AS APPLICABLE.
3:1)
PERMANENT STABILIZATION HAS BEEN ESTABLISHED, THE BALES, SILT FENCES AND ALL OTHER
SOIL PLAN APPURTENANCES WILL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR.
10.
RESURFACE VEGETATION AREAS IMMEDIATELY UPON COMPLETION OF CONSTRUCTION
7. NEW GRAVEL PAD SHALL BE INSTALLED WITH 1-1/2" TO 2-1/2" STONE, AS
13.
ALL EXCESS EXCAVATED MATERIAL, EXCEPT FOR TOP SOIL, WILL BE REMOVED FROM
ACTIVITY IN EFFECTIVE AREA WITH SOD OR APPROPRIATE VEGETATION,
PER TRAFFIC CONTROL STANDARD REQUIREMENTS, IMMEDIATELY AFTER INITIAL
THE SITE BY THE CONTRACTOR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
SITE DISTURBANCE. SAID PAD SHALL BE UNDERLAIN WITH A SUITABLE SYNTHETIC FILTER
FABRIC. THE PAD SHALL MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING
14.
CONDUIT OUTLETS AND CATCH BASIN INLETS MUST BE PROTECTED PRIOR TO START
OR FLOWING OF SEDIMENTT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE PERIODIC
TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS
OF CONSTRUCTION.
EROSION 8c SEDIMENT
DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
15.
THE CONTRACTOR SHALL PROVIDE A DETAILED SEQUENCE OF CONSTRUCTION
ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY
MUST BE REMOVED IMMEDIATELY. UPON COMPLETION OF CONSTRUCTION ACTIVITIES,
OPERATIONS FOR REVIEW AND SUBMITTAL TO THE
O N T R O L DETAILS
THE AREA USED FOR TRACKING PAD SHALL BE RETURNED TO ELEVATIONS
16.
THE CONTRACTOR SHALL MEET THE ENGINEER ON -SITE TO DEFINE THOSE AREAS
AND CONDITIONS WHICH EXISTED PRIOR TO THE START OF CONSTRUCTION.
WHICH WILL REQUIRE SOIL EROSION AND SEDIMENT CONTROL FACILITIES, DISCUSS
THEIR CONSTRUCTION AND THEREAFTER PROVIDE DETAILED PLANS FOR REVIEW OF
SUCH FACILITIES BY THE ENGINEER, THE AND THE
REVIEWED AND APPROVED BYI
MIKE HETCHKISS, FLA, P,E, No,39514
DIAN RIVER COUNTY DEPARTMENT OF
1840 25th STREET SEBASTIAN PHASE 2 D
19
vERo � 07j' S6j7A -80 0 32960 UTILITY SERVICES
WATER ASSESSMENT PROJECT 21
cn
PROVIDE TRENCi-,.
SLOPE AS REQD.:--r
GRADE
APE
-ON T rEr T 7
CITE w
DETECTUIN TAPE.
SEE NOTE
16' MAX. LAYERS
OR OTHER APPROVED
MAINTAIN TRENCH METHOD TO ACHIEVE
WIDTH E'--Dr
ABOVE
95*/ COMPACTION
TOP LrrPIPE f SEE NOTE 4
MAXIMUM WATER LEVEL ,,--4' MAX,
ALLOWABLE DURING LAYERS
CONSTRUCTION AT 95*/
_ 1
3/4' DIA. BEDDING ROCK ,P-'PIPE
OR PEA ROCK WHEREUNDISTURBED
'�
CONDITIONS REQD, �l RE CH AkDTH
7vll'__ SOIL.
N G T E 1- ------
SDIL 04 CrNDIT1S CANNOT BE MAINTAINED AS SHOWN AB13 VE,
PROVIDE APPROVED METH13D (IF CONSTRUCTMN.
2. SKETTM4G Wf:,,
-.1 BE REQUIRED AS DETERMIWD IN THE FIELD.
a COMPACTMN PERCENTAGES SHOWN REFER TO AA.SJ-0,0. T-Ift
4. MECHANICAL COMPACTMN NOT ALLOWED BELOW THIS LEVEL,
TRENCH 'vi-IPTH 'V' = PIPE O,A PLUS 21-01,
2' WIDE IDENTIFICATION TAPE (NON-METALLIC) TO BE ATTACHED
TO PIPE, TAPE TO HE MARI(ED - WATER. LINE, FORCE MAIN OR REUSE,
TRACL WIRE SHALL BE. ADDED CONTINUOUS:LY ON ALL PtPL, (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
jURjSDTCTIUNAL AGENCY SPECIFICATIONS, WHICHEVER IS KURE
STRINGENT,
(UNPAVED AREAS)
TRENCH DETAIL
WAWDC
Na
M-1
ASPHALT SURFACE FINISHED GRADE,
36' SQUARE —A F
24' SQUARE
40
(1) Na 30 5
0 CONTIN
CONCRETE ONE (1)�
NO. 30
PAD
CONTIN,
SLIDE TYPE
�ASE BOX
SLIDE TYPE
VALVE WX
TYPE I
TYPE II
POLYETHYLENE -
(VISGUEFENIR13N STAY -PUT COVER
OR EQUIVALENT)\ RAISED LETTERS MARKEDt
WATER* AS APPLICABLE
OR
24' MAX. 'SAN. SEWER4 AS APPLICABLE
L
TYPE TYPE 11
PROVIDE EXTENSrON
A'S
N11TE_L.___
L SEE TRACER WIRE DIE TIAL, i
E)QSTTNG
i
BASE
TRENCN WIDTH IV' + 4' NIR
SURFACE RESTORATION
MECHANICALLY
MIN,
SAW EXISTING PAVEMENT
REPLACEMENT
SEE NOTE 6
LIMEROCK BASE
IN 3 LIFTS AT
6' MAX LAYERS OR
98%
OTHER APPROVED���
METHOD TO ACHIEVE
c�
95X COMPACTION
4' MAX, --- ,
__u!
MAX WATER LEVEL
ALLOWABLE DURING
LAYERS
-%
"mcv
ONSTRUCTION
D.
3/4' DIk RED DING
P T12. PIPE
OR PEA ROCK, WHERE _tLlp_F- 1 12,
CONOITIMS REQUAIE O.Dl 7fll�"_UNDISTUPBED SOIL
TRENCH WIDTH iii
NOTES
I, WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE,
PROVIDE APPROVED METHOD OF CZIRSTRUCTION,
2, SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD.
3- NEW &!_PFACI?4G MATERIALS SHALL BE CONSISTENT WITH EXISTING
AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (I-I/Z' KIN. THK.).
4- C COW-Al-YION PERCFNTAGES SHOWN REFER TO AASKT,a T-IM
5, ALL ROADVAY RESTORATION SHALL COMPLY WITH INDIAN RIVER
('_3jWT'f PUBLIC VORK� / F.D.O.T. STANDAP-US..
6, MECHANICAL CONPACTIM NOT ALLOWED BELOW THIS LEVEL
7. TRLNCH WIDTH IV' - PIPE EM PLUS 2'-V,
ti WIDE IDENTIFICAT1.0s, rAPF_ (N1N-04ETALLAC) T13 BE ATTA04ETJ
PIPL, TAPE -10 BE AARKED - WATER LINEFORCE MAIN OR REUSE.
TRACE WIRE SH&L BE ADDED CONTINUOUSLY ON ALL PIPE (SEE DETAIL M-16
DRAWING
(PAVED AREAS) N°
TRENCH DETAIL M-2
24' X 24' X 6' THICK CONCRETE PAD AT
EACH VALVE BOX WITH (1) - NO, 3 0
CONTTNUOUS, (SHALL BE 36' X 361 IF
LOCATED IN TRAFFIC WAY.)
FINISHED GRADE—-,
Ri ! lip,
caC cNCAsEmENT 61 NIK
XTVM DJTSIDE DIAMETERS
OF PIKmas
EVE
C T I OL-L--
UTILITY OTHER
TNlAN SEVER
SAMIT
SEWER CONCRET E
OCASEMENT cumc�
C4CAXMENT
Lw_mv MIX
WATER
MAIN WATER MAIN
WATERLINE TO
bE OVER TOb
OF SEWERLINE
WHERE POSUELL
A
mj
6
ENCASEMENT DE"ll-AILS
KM
NOTES
lg L USE ENCASEMENT WHERE VERTICAL CLEARANCE e.ETVEZN WATER MAIN
& SEVER IS LESS THAN IS INCHES, DlJC-,lLv D�GN 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 16' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER
AS A MINIMUM
3. WHERE A 101 MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES ii
SHALL BE 01P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED
ITS ENTIRE LENGTH,
4. WHEN THERE IS A CONFLICT BETVEEN A STORM SEVER PIPE (OR SANITARY
SEVER PIPE) AND A WATER MAIN (OR FORCEMAIN) THE WATERLINE (OR
FORCEMAIN) SHALL OF CLASS 52 DIP. OR CONCRETE ENCASED. 11
Na
Ul-ILITY ENCASEMENT
M-31
AIR RELEASE
VALVE
?' DIAMETER
STAINLESS ST
OR BRASS
NIPPLE
2' STAINLESS
DOUBLE STRAF
SERVICE SARI
WATER MAIN
1/21 01-vZ
AND FITTINGS
2' DIAMETER
STAINLETS STEEL
13R BRASS
NIPPLE
2' BRASS CURB
STOP
NOTES
> 11 AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE
L) CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE
a U, S.
2AIR RELEASE. RISERS TO BE IN A VERTICAL POSIT113N AND
PLACED AT SUMMITS IN THE SYSTEM,
3. AIR RELEASE VALVE TO BE INSTALLED
AEUVE SURROUNDING GRADE PER, D. E, P.
NOTES
4. 'SCE TRACER WIRE DETAIL.,
1, VALVE BOX LID SHALL BE PAINTED BLUE FOR, WATER
AND YELLOW FOR FORCE MAINS. - I I
MAW LW,
Nm VALVE BOX PAD
VALIVE AND BOX
m
INDIAN RIVER COUNTY
1840 25th STREET
VERO BEACH, FLORIDA 32960
(407) 567-8000
(AUTIWTIC - WAfEW / SE)wTR)
ABOVE CR01-IND
AIR RELEASE VALVE DETAIL
70--
to
1*
0
0
L
4-
Z
0
C5
a
cv
-J,
4J
a
16
o
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it
16
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U
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44
LLJ
OA
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cx L
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Ts
L
0 L
� 140
vi
50
61 M
�cx CF
&
RESTRAINING
SCHEDULE AND NOTES !M--5B
I TRAM ww is feamm cm ALL PIPE,
2- INCt" ALL CM W WE%%. & LA" 94 PNCE OF PM
3. CONTRACTOR RESPOM" FM OONTOMY OF ALL W4CE WWW-
ARE TU BE HOT $MOO= (aO/50 RM9 ON110.
WW W/3 ALTDOOMM LAYEAS OF SCOTCH *3r TAPE & 00k" WW
800104 wAT9"wd)0F*4 006WAX*m�
& S~ ow moky BE %m baTm OF SCOTCH WKW
& VERFICAnON OF SX*W- 0 RMWJM LV0N COWPIr" OF 00WXrNL)rinM
M PUT CowniojoLls y%*%a
L04DER NW. FOW LOOMEN
THEN aw r WN� wwww
sw 31e OF MAN 41wkw emT. I Tww, 2
WNE 4" OF 6%04�N
WIROERr
E. -
AFIWRY43M
r
TRACE WIRE AROUND THE 8Xr
5
WK 5 wows 1 ==tm=0x IID "Vols
SOMLOER
BRANCH SPLICE DETAIL
r NIM GRADE
ww MXR eat
WE DiTAOL AJOVE ,
00k7*m^x #14 DOW
$a*" 00NDUCTOR
♦4' 00pPETmw"
OBSTRUCTION 36' KIN.
COVER
RESTIA PRESSURE MAIN
IV4ED S W7 TS
OR 22 1/2*
ENCASE AS REOWD. DS (M,il)
SPECIAL ITILITY CROSSING - FITTING TYPE
IS' MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER,
AND SANITARY SEVER MAIN CROSSINGS. 111P, WITH
MECHANICAL .DINTS OR CONCRETE ENCASEMENT IS REQUIRED
IF MINIMUM CLEARANCE CANNOT BE OBTAINED.
GRADE
SLOPE TO
OBSTRUCTION—,, 36- MIN. COVER---'
SEE NOTE NO. 2✓ PRESSURE MAIN
C'
IOR ACCEPTARL
DEFLECT113N TFUL t LENGTH
ENCASE AS REQ'D.J KP
N %
rpo AT CROSSING
C30
STANDARD UTILITY CROSSING - DEFLECTION TYPE
NOTES
1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER
POSSIBLE. ONLY LINDER SPECIFIC ORDERS BY THE ENGINEER SHALL
THE FITTING TYPE CROSSIING BE ALLOWEM
2, CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75X [IF THE
MANUFACTURE'S MAXIMUM J13INT DEFLECTION.
a 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 lJkC.D.Uls.
5, USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN
& SEVER IS LESS THAN IS INCHES, DAP, WITH MECHANICAL JOINTS MAY
BE USED IN LIEU 13F CONCRETE ENCASEMEENT AT WATER LINE CROSSING
WITH A LENGTH OF PIPE CENTERED AT TW POINT 13F CROSSM, SO
AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE,
6SEE TRACER WIRE DETAIL
- TmT6
UTILITY CROSSING`-3
ASBUIL T 00 9' PLUG
+ R+
):�0ZL 4.68 NOTEi A MINIMUM TEXT SIZE OF 1/8'
MIA 8' /- ASBUILT S' P.V.,R-6 rURKS SHALL BE REQUIRED ON ALL
d
io/ STA. 0+37 ASBUILT SURVEY'S. 7w T.O.P. RL. 4.40
R/W
— ------ 4__ Do or -- ASBUILT 9' 90* BEND
I 7' STA, 0+ gZ
TTATT Lw
Cmawyn ;n me a tm F.O.P. XL. 4,42
AXt&l& ASBUILT S' FORCE MAIN
PAVEMENT + ASBUILT 8' 22 112' BEND
Jr.M. UYDZR V 11E z STA, f+16
.X r.O.P. 1& &44 (04 SrA. 123+ f 8 (18N L)
ox ASBUILT S' 22 l/2*BENI) F.Y.EWDZR SAN. S.
AIR RELEASE STA. f + 22 T.m, T.0,P. JAL. 5.50
VALVE OVZR W.47. T.O.P. 9L 6.52 SAY. S.T.O.P. fl6.4a7
SrA. I + se
ASBumr A.R.V. TAP
rm. fo.p. RL SAS STA. f +28 ASBUILT 8 SLEEVE
STA, 122,25 (18- LSTT)
x PIV, T.O.P. ZL. 5.32
R- 114 TURD CORNER
STA. 2+ 75 OF BLDG.
F.Y. VNDRR R/W
Tilt. r.OA RL. 6.36 co 'cou
710 rRL ZLI 6.25 + +
R/W
mwl Lac I Or
—T—
121+00 122+00 1123+00
a, SAN. &—
NOTES \jXS—SLqLlF 9,
------- _QLLIulwi� R-4 T S P�V�,
L nWJOM PPJ*7M SHOWN A=E REPRESENTS TEE miNimum INFORMATION STA. 122+ 74
TO BE PROVIa BY THE.
?6s3/cOw"hCTUR's SURVEYOR AlTOs
IRCDM
aam IMANxIAS3UtLslam 'chSDUI"LT
T. 0,P, ZL. 4.40
ffibrhflw9.1wpyAhmRle &RIS UIAT 13R LATEST,
IF A CAM SYSTEM IS Hot ORIGINAL ASDUILr% SHALL
FURNISH" AM PILL K SCZ*1 K
4AN AlJtOCAD9 *13 FM744AT NY IRCDUS
FOR DI&ITMALTY!W A FEE STRUCTURE 13 AVAILABLE At THE OFFICE (IF INDIAN
RIVER OF UTTL SERVICM (SEE "IBA, Miall & 1419C FIR
ASSUILT/CONSTRUCTION REQUIRE140(M)
_r IL STATIONING 13F ITEMS TO K (IN THE
9WlN?r^MI I-PTEP"
1 1"PsASA K"rkWNW mTAT?lmNGATTrE' &TAIR EEERF�ALY"Y"
AS CONSTRUCTION PROCEED&
4, CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECrION AND HLOWER
Or TURNS TO CLOSE EACH VALVE
5S. CONTRACT13R TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET ADDRESS
AM TAX L D. WMER FOR ALL PROPERTIES ADJACENT TO LINE EXT0410M
4& AMILT UTILITY LINES SHALL BE SHOWN WITH A VIDER SOLID LINE EXISTING UTILITY
LINES SHN.LVE SN0WN WITH A 7141M DASHED LlW_
MVING
(EXAMPLE) ANO.
ASBUILT DRAWTN G M - 17
J. i
REVIEWED AND APPROVED BY;
MICHAEL C, HOTCHKISS, FLA, P,E, No, 39514
TECHNICAb BLANKEN D A, T JlULY " I L_ DEPARTMENT OF SEBASTIAN PHASE 2D SHEEI
DESIGNED BY: SCALE, 2
UTILITY SERVICES APPROVED BY, MICHAEL C, HOTCHKIS:, C13UNTY PROJECT NO. UW-97-13-DS WATER ASSESSMENT PROJECT 21
r
9
CARRIER
PIPE
CALL 2a'-i?'
RESTRAINED) (TYP)
2'-6' S`-0' S`-0' 1'-0' 21-6'
CASING INSULATOR WITH RUNNER
HEIGHT TO BE LARGE ENOUGH. SO THAT
IT DOES NOT INTERFERE WITH THE
PIPE RESTRAINED JOINTS. CASING
INSLATOR BY CASCADE
WATERWORKS MFG, 13R
EQUAL,
STAINLESS STEEL
NUTS 6 BOLTS
STEEL .CASING PIPE CARRIER PIPE
NOTES
i. NUMBER GF INSULATORS AS PERMANUFACTURERS' SPECIFICATIONS.
WAVING
(BLOCKING DETAIL) M
JACK AND BORE M-13
P,E. GOOSENECK 3'
LOW (MIN.) 13R SWING
JOINT OR APPROVED
EQUAL BY IRCDUS LOCKING
CLRB STOP
(TO ACCMRMODATE METER MM
S
5/8' x 3/4' METER)
OR 2' 5' g' ROA dAY 5'-V FrIERGLASS
STOP � . , •I I
� FINISH GRADE--�
CL
:
IN LIME DUAL.
I LING S RVICE CHECK BY
IRCDUS
ST METERS
STAINLESS STEEL SERVICE (SEE N13TE 6)
D13UBLE STRAP
SERVICE SADDLE FITTINGS
'-'—WATER MAIN AS REQ'D.
N01 ES
1, SUCCESSIVE TAPS INTO THE WATER MAIN SNA.LL BE R MINIU£M{ OF
18' ON CENTER,
2. SHORT SERVICES AND LONG SERVICES REQUIRE
36' MINIMUM COVER, WITHIN RIGHT-OF-WAY,
3. MINIMUM SERVICE SIZE NOT LESS THAN V, 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 TIME IR,CMI, DEFT. 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 INN ALL LOCKING CURB STOPS, SAMPLING
PRINTS, 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 INSTALLEM
S. METER BOXES SHALL BE EXTENDED INTO PRIVATE PROPERTY IN CASES
WHERE PLACING WITHIN RIGHT-OF-VAY WOULD RESULT IN OBSTRUCTING
FLOW PATH OF SWALE. LOCATE METERS MIN. 2' OUTSIDE BOTTOM OF SWALE
I WATER SERVICE W--4
0
DUCTILE IR13N TO EXTEND DUCTILE IR13 N M.J.
ONE LENGTH MINIMUM CLASS 52 PIPE
CARRIER
PIPE SIZE
STEEL CASING
MINI"
WALL THICKNESS
4'
I2'
Ace
6'
14'
2W
8'
16'
2W
IV
EO'
zM
12'
24'
250
16'
32'
.375
20'
40'
.375
24'
"1
.SDO
3V
61Y
.625
36'
72'
42'
W
625
4e'
96'
.525
NOTE, IF RETAINER GLANDS ARE REQUIRED. THE CASING
SIZE SHALL BE ADJUSTED ACCORDINGLY.
CASING°
INSTALLATION M-14
DETAILS
5' ROADWAY 5'
PAVING
®-ROCK BASE
"'1B
STILE I104 M4J•
CLASS 52 PIPE
•-•-- METERS SHALL BE METERS SHALL BE
LOCATED IMMEDIATELY LOCATED IM9EDIATELY
INSIDE THE RIGHT -OF -VA, INSIDE THE RIGHT-OF-WAY
UNLESS OTHERWISE MESS OTHERWISE
DIRECTED BY IRCDUS DIRECTED BY IRCDUS
< SEE NOTE 8, DETAIL W-4) t SEE NOTE 8, DETAIL W-4 )
1 1/2 ' PE LOCKING
SERVICE LATERAL CURB ST13PS
ALL DRILL R BORE SMALL BE EXTENDED
5' FROM EWE OF PAVEMENT.
DRILL BORE '°� 1
INSTALLATION M-14
DETAILS
METER BOX
(METER HEST SMCWN) 1' P.E.
SERVICE
LATERAL
BRASS C13WRESSMN
WYE BRANCH
-i
IN LINE DUAL.
BRASS
PLAN- VIEW CHECK BY IRCDUS
IOF2 NG CURB
STOP TURD LLER)
WITH INTEGRAL
METER COUPLING
a.
CENTER OPENING
OVER METER(S)
1' MIN.
CUSTOMERS
METER
PIPING
(BY OTHERS)
BOX
S N13TENEL
oar
3)
CV)OR
4' MIN. GRAVEL--
CRUSHED ROCK
CROSS SECTION
NOTES
1. METERS OVER 2' MUST BE APPROVED BY LR.C.DILS, AND INSTALLED
BY CONTRACTOR.
2. ALL METERS 2' AND S14ALLER WILL BE SUPPLIED AND INSTALLED
BY I,R.C.DAIS,
3. MINIMUM SIZE OF METER BOXESs V SERVICE C12' X 201)1 1-I/2' AND
2' SERVICE (17' X 28'1
4, METERS NEATER THAN 2' SMALL BE MASTER METER OR COMPOUND
AS REQUIRED AND APPROVED BY I.R.C,D.U.S.
INDIAN RIVER COUNTY
0
1840 25th STREET
• s VERO BEACH, FLORIDA 32960
(407) 587-8000
c
TIVE
-- ROAD
MAIN UN DER
F.H.
ci
j ROAD
�,�VALVES SHALL
SE LOCATED
ADJACENT TO
TEE
+-1q'*---
INDICATE DISTANCE
FROM RIGHT OF WAY
(TYP.)
NOTES
1. VALVES SHALL BE LOCATED SO THAT ONLY 3 VALVES ARE REQUIRED
TO ISOLATE ANY 2 RESIDENTIAL OR 1 COMMERCIAL BLOCK.
2, VALVE SPACING ON WATER HAM SHALL NOT EXCEED 10W MAXIMUM.
3. A MIN. COVER OF 36' IS REQUIRED ABOVE BELL OF W1 AND P,Y.C, PIPE.
4. CONTRACTOR IS RESPONSIBLE FIN* THE INSTALLATION 13F BLUE
REFLECTIVE MARKERS INDICATING FIRE HYDRANTS,
I PIPE INSTALLED UNDER PAVEMENT SHALL SE D.LP., AND SHALL EXTEND
5 FEET BEYOND EITHER SIDE CIF" PAVEMENT. P.V.C. MAY BE USED BELOW
ENTRANCE ROADS AND PARKING LOTS, IF INSTALLED WITH A MINIMUM
OF 42' COVER,
61 DEAD END LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED,
7. ALL LINES MINIMUM 10' OFFSET PRIOR BUILDINGS.
DRAWDifs
(VALVE AND FIRE HYDRANT)
LOCATION DETAIL W-1
A CORPORATION STOP SHALL BE INSTALLED WITH A
LENGTH OF V
COPPER TUBING EXTENDING ABOVE
THE GROLt&
THE TUBING SHALL BE INSTALLED
WITH A 180' BEND,
V GATE VALVE
I' COPPER TUBING
GRADE
-
°r
N
WI
WWW s
CORPORATI13N STIR
WITH P.Vr- PLUG
WHEN ABANDONED
°
WATER MAIN
NOTES
1. TEMPORARY SAMPLING PAINT MAY BE CONSTRUCTED OF ALTERNATE
MATERIALS AS APPROVED BY IRCDUS,
DRAVM
(BACTERIOLOGICAL N4
TEMPORARY SAMPLING POINT W--6
DEPARTMENT OF
UTILITY SERVICES
is ^' n.`. • C `,' �
op_-Iw soft
-
DIRECT
CONNECTION
(ANCHOR
6' PIPE
III
RI
I. HYDRANT GUARDS TO BE 4' DIAMETER GALVANIZED STEEL 13R DUCTILE 74M
PIPE FILLED w/ CONE. GUARDS M BE PAINTED SAME AS HYDRANT.
2, IL OF THE PUMPER CONNECTION SHALL BE Ilr MM ABOVE THE
DF THE NEAREST ROADWAY OR FINISH GRADL
3 COAT TIE RODS WITH COAL TAR EN/dEL AFTER ASSEMBLY C2 COATS MW
4, ALL HYDRANTS SMALL BE TRAFFIC BREAKAWAY TYPE. AMERICAN-
DARLING B-84-•B.,FUJiER 4423 OR CL13V MEDALLION F2345.
5. ALTERNATE METmaD OF RESTRAINING HYDRANT NAY 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.
7, FIRE HYDRANT SHOULD BE LOCATED WITHIN i2' FROM EDGE
OF PAVEMENT WHERE POSSIBLE,
DRAWING
FIRE HYDRANT DETAINS W-2
j- FESCO 805Y DEL. CK.
2' SCH 40 GALV.
(TYPI) 17' or 'Wye' (TYP.) PRESSURE GAUGE
2' METER SEE NOTE 10
(TYP.)
w
2' SERVICE EXISTING GRADE 18' MAX
SADDLE 12' MIN >
1 N.J,G,v.
Q 221 CORD, STOP
4
NEW W.M,
'---TIE-IN VALVE TO BE CLOSED AND LOCKED.
�EXISTING WATER MAIN ccCL��� TTa .at'au
1, TIE-IN VALVE SHALL BE OPERATED BY COUNTY PERSONNEL ONLY AND IN THE
PRESENCE OF THE ENGINEER OF RECINM
2, LIMES TO BE FLUSHED SHALL BE GREATER THAN 6' IN DIAMETER,
DRAVM
TEMPORARY NCL
1
JUMPER DETAIL ---1
GRADE ROADWAY
GRADE (SWALE)
CONCRETE PAD
'. , ►�..•
•..es •..♦
�,
THICK W/ ill
KIM,
No. 30 CONT.
2' LOCKING
CURB STOP
W/ P.V.C. PLUG
APPROVED
• ,`
METER BOX
FITTINGS
y •
•
.
12' MIN. I.D.
2' CORPORATION STOP ' s•
•
•
•
•
•s `•
1 CF. 3/4'
GRAVEL OR
RESTRAINED PLUG CM.JJ
. ' .
•
•
CRUSHED ROCK
•
•
2' POLYETHYLENE
J J.
I ORUMTAL DISTANCE.J
MR COVER
."
EIm
QUAL TO DEPTH
�;;i_i;�•
Jar � j i; ��/,; j�i
J•�
'
METE POURED •'�eA;: ♦'�!`.i �` '_�..ti•��y
TO xV
NOTES soa �`:� ;`'," �x: �•M�t.wauD
L. COAT ALL EXPOSED THREADS
WITH COAL TAR ENAMEL BEFORE BACKFIIl. a°�
2. THRUST BLOCK WIGHT EQUAL TO PIPE DIAMETER.
3, BLOV-OFF TO BE LOCATED AT ALL DEAD END LINES, AS REQUIRED
BY LR,C.D.U,S.
4, ECLIPSE NO. 85 M3 MW-OFF AS MANUFACTURED BY JIM C, KUPFERLE
FOUNDARY CHI., ST. LOUIS, MC. MAY ALSO BE USED,
5. THRUST BLOCK DIMENSIONS SHALL BE AS APPROVED BY THE. IRCDUS,
ALTERNATE METHODS QF RESTRAINT MAY BE USED AS APPROVED
BY IRCDUS,
BRAVING
M
2" BLOW —OFF W-3
NOTES, L A ttrporary t err connectAon Is required at all cortnectioms'
between axis active rater mans nnot proposed new rater
man ir+Mmrwvenan
2. The Temporary Jumper dwtalt (W-iM Is to be used for fithp
rem water rqn of any size From the ex>:tt� active water
and for the fttng of new mans up t0 6 diameter
(2.5 FPS Wro*j 4 velocity) and for putthp bacter okoalcal samples from
from any new water male of any she
3. The ,) n er• c=w*cthon shall be maintained untA after the
fRLkng, ffiiushhg, test:2 and disinfection of the new main has been
successfully compielt and cttarance for use from the
FUr4da Department of Environmental Protection CF DEP) and other
Pertinent &asrvckx has been received Adtquats *Must
6kxJdng and/or restraints shall be provided 'temporal-Ky, as
required.
4. Pipe and fittings used for correcting *he new p1pe
to the txlstng pips shall be disinfected prbr to Von
In accordance whthn AWWA C&% 1992 jijil5C The tappkV steeve
and the exterior of the man to be tapped shall be dsnfected
by spraykv or swabbing per Section Two of AWWA C631-92.
5. The Jumper connection shall also be us" to maintain a mh•#sum
pressu^e of EO PSI In the now mans contkvwonnly after
disinfection arxi until F.D.EP clearance letter is obtained
6. The Contractor shall Wvvlde documentation deronstratng that
tot daubte chtcic bncicftow �x'evention device k n good worldnp
order at the time of meta ation and provide doarsen*ation t the.
double check backflar prevention device has been tested and Is In
VWorder oat year from hs*attation by a quaUfled back
fft�ooww as appro3red by Indian River C x&ity`s Utility Engineer.
7, Except as required to Plush tines W water than 6' diameter, the
Uw-1n valve shall remain dossed and shall be locked In the
ctosed positlon by the company. The tie-n valve shall
remain lacked dosed until the new system has been cleared for
use by F97 and all other pertinent ,guides.
S, Upon receipt of dearonce for use from FDEP and all otter
pertinent .
jumper the Contractor sh&U remove the temporary
rre cwThe corporation stops are to be closed and
plugged with 2' brass stops.
R Atl kv tallatlon and malntenance of the temporary jumper
correction and associated backfkrw prevention device, ftttWQS
valves, etc.. shalt be the rtsparnsRwtMty of the Contractor.
ICI, If the water make to be ft n"d Is tar grr than 6' dametar
or such length that a Pull pipe flush at the 2.5 FPS velocity
cannot be occompUshtd, the P l*Uowk(a procedure siatt be utlllzed
o Instaa pressure • gauges as kukated on detail (W-MA).
b) Open all downstream valves n the new system prior to Flush
c) Flush new water man thru tie -In valve
ranta"V a 10+ PSI pressure differenthal
between gauges during flush
d) Tkrn valve shall be operated by county
personnelin of the enak"tor
Of record,
to net t*ha the requhee
pressure differential Is mokrtoked
TEMPORARY Na
JUMPER DETAIL W-12
NOTES (B)
REVIEWED AND APPROVED BY-.
MICHAEL C, HOTCHKISS, FLA, P,E, No, 39514
TECHNICAL, BLAPRKEN DAM DULY 99 EET
SEBASTIAN PHASE 2 D �"�
SCALEn 21.
DESIAPPROVED BY, MICHAEL C• H�TCHKISS C13}NTY PROJECT NO, UW-97-13-DS WATER ASSESSMENT PROJECT
OF 21
•f�1'