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INDEX SHEET
U.S. HIGHWAY 1
U.S. 1 / PARK AVE (ALTERNATIVE)
STANDARD DETAILS
SPECIFICATION
SUPPLEMENTRY
UTM16,111
1
GORDON E. SPARKS, P.E. #23161
R E U 1 SEO
r'1
5
GORD[IN SPARKS, FLA, P,E, No, 23161
RICHARD BLANK N C.E,T
By'�Vc INDIAN RIVER COUNTY DEPARTMENT OF TECHNICAL BY. ICH E I DATE: JULY 2001 SHEET ,
Rev11 ision Date By No, � .Revision ...Date.. .
DESIGNED BY: GORDON SPARKS , _ SEBASTIAN WATER ASSESSMENT U e S, 1
1840 25th STREET SCALE: V - 300'
Pw VERO BEACH, FLORIDA 32960 UTILITY SERVICES CHECKED BY. GORDON SPARKS UCP 859 I f�1 D EX
�[R1� ( 1) 567-8000 APPROVED BY: GORDONSPARKS
.. 56 r J
OF
STS, 0+00
REMOVE 8" CAP & -IONNECT
INSTALL TEMPORARY JUMPER HAM & EGG
SAMPLE POINT
INSTALL 90* 709 U.S,l
M.J. BEND
AUTO REPAIR
705 U.S.1
10
"---AUTO LOT
701 U -SA
INSTALL (2) 45'
M.J. BENDs
50
LIE (7.
100
AUTO -INS.
717 U, S, I
80
c�
<Ea
I
mi
crl
CD a
3
3
L
BARKER
AUTO
FOX HOLLOW
00000
825 U,S-1 0070
PARTS
00000
00000 00002,0
00000
0060
00002.0
0070
0060
00003 1
00002.1
1
#821 F
INSTALL F.H.A CONST. 8" DIP. W.M. 4901
12' FROM EDGE OF TRAVEL. WAY
w/ MIN. 36" COVER (SEE DETAIL M-2)
100
/& RESTORE ASPHALT ROAC IN KIND.
inn 25 142
6Ab.—,100 mm PVC) 1 DE (7.6 K - IL - -------
IRT
REMOVE 6" CAP & CONNECT
INSTALL TEMPORARY JUMPER V7
SAMPLE POINT 7
INSTALL 8" x 6" M.J. REDUCER
O
DISCOUNT AUTO I 00000 �L_
949 U,S-1 0060
AUTO ZONE 000012A L__-1#1005 OBERBECK 1021 U.SA
C, R. 512INSTALL 8 x 8" INSTALL F.H.A 1013 U.S.1 CONST. 8" DIP. W.M.
W E S T M.J. TEE 12' FROM EDGE OF TRAVEL WAY
7100 < w 227.66
(2) 8" IA.J.G.V.s w/ MIN. 36" COVER
& RESTORE ASPHALT ROAD IN KIND.
Du
150
BT (9 100 PVC) CIE (7.6 KV,) 100 m — ------ k 7.6 K Y� m
Z L'j
10 cn
Ld
V)
STA, 20+00 STA, 21+00
STA, 16+00 STA. 18+00
STA. 13+00 STA. 14+00 STA, 15+00 STA, 19+00
STA, it7+00 PIPE CROSSING
SEE DETAIL M-6) TYPICAL
PIPE CROSSING
SEE DETAIL M-6) TYPICAL
/� CONST. 8" DIP. W.M.
AS SHOWN
W/ MIN. 36" COVER
& RESTORE IN KIND.
J>
<
P-1
U -HAUL
CARPET STORE
00000
0060
000010,0
0000
fOO
6 0
00009.0
:TA. 4+00 STA. 5+00
STA. 6+00
STA. 7+00�
STA. 8+00
INSTALL 8" x 8'
---------------
M.J.
8 11
TEE
M.J.- ------
�OINSTALL
8" M.J.G.V
PIPE CROSSING
PIPE CROSSING_
SEE DETAIL M-6) TYPICAL
{E --DETAIL M-6)
TYPICAL
il
4i IJWALWhlbiliblA d,1111diAlijl
:
F)
CONST. 8"
1P. W.M.-
!AS SHOWN
w/ MIN. 36"
COVER
<
& RESTORE
N KIND.
F
REMOVE 6" CAP & CONNECT
INSTALL TEMPORARY JUMPER V7
SAMPLE POINT 7
INSTALL 8" x 6" M.J. REDUCER
O
DISCOUNT AUTO I 00000 �L_
949 U,S-1 0060
AUTO ZONE 000012A L__-1#1005 OBERBECK 1021 U.SA
C, R. 512INSTALL 8 x 8" INSTALL F.H.A 1013 U.S.1 CONST. 8" DIP. W.M.
W E S T M.J. TEE 12' FROM EDGE OF TRAVEL WAY
7100 < w 227.66
(2) 8" IA.J.G.V.s w/ MIN. 36" COVER
& RESTORE ASPHALT ROAD IN KIND.
Du
150
BT (9 100 PVC) CIE (7.6 KV,) 100 m — ------ k 7.6 K Y� m
Z L'j
10 cn
Ld
V)
STA, 20+00 STA, 21+00
STA, 16+00 STA. 18+00
STA. 13+00 STA. 14+00 STA, 15+00 STA, 19+00
STA, it7+00 PIPE CROSSING
SEE DETAIL M-6) TYPICAL
PIPE CROSSING
SEE DETAIL M-6) TYPICAL
/� CONST. 8" DIP. W.M.
AS SHOWN
W/ MIN. 36" COVER
& RESTORE IN KIND.
J>
<
P-1
U -HAUL
CARPET STORE
00000
0060
000010,0
0000
fOO
6 0
00009.0
S
#909 #925
STA, 9+00
#911 #905
# 915
63,68 ll` STALL F.H.A
jjhjjj,V QL_xv�' I � 1 85 r- -
El 71,
E E (7
(716 K
STA, 10+00
STA. 11+00
STA, 12 -
SR -5 (US -1)
L -F
I
INSTALL F.H.A
UE (/,6 KV, Pvm
nj
STA. 22+00
STA. 23+00
RV PARK
1105 U.S.1
366.47
STA 24+00
I
K: U)
> m
I m
0
z u
m F_
m
Lu cf)
m
m
--I
CA
REMOVE 6" CAP & CONNECT
INSTALL TEMPORARY JUMPER
SAMPLE POINT
INSTALL 8" x 6" M.J. REDUCER
AM
GORDON SPARKS, FLA, P.E. No, 23161
o
SHEET
Date By DEPARTMENT OF TECHNICAL BY, RICHARD BLANKEN, C.E,T DATE, JULY 2001
Revision Date By No, Revision INDIAN RIVER COUNTY SEBASTIAN WATER ASSESSMENT U.S. 1 2
DESIGNED BY, GORDON SPARKS
1840 25th STREETCHECKED BY: GORDON SPARKS SCALE: V 40'
• VERO BEACH, FLORIDA 32960 UTILITY SERVICES APPROVED BY: GORDON SPARKS UCP # 859 P LAIN OF
(561) 567-8000
BT
I
K: U)
> m
I m
0
z u
m F_
m
Lu cf)
m
m
--I
CA
REMOVE 6" CAP & CONNECT
INSTALL TEMPORARY JUMPER
SAMPLE POINT
INSTALL 8" x 6" M.J. REDUCER
AM
GORDON SPARKS, FLA, P.E. No, 23161
o
SHEET
Date By DEPARTMENT OF TECHNICAL BY, RICHARD BLANKEN, C.E,T DATE, JULY 2001
Revision Date By No, Revision INDIAN RIVER COUNTY SEBASTIAN WATER ASSESSMENT U.S. 1 2
DESIGNED BY, GORDON SPARKS
1840 25th STREETCHECKED BY: GORDON SPARKS SCALE: V 40'
• VERO BEACH, FLORIDA 32960 UTILITY SERVICES APPROVED BY: GORDON SPARKS UCP # 859 P LAIN OF
(561) 567-8000
"""T" SEN
00000
0010
00005,0
STRIP -MALL UNDER CONST,
CONST. 8" DIP. W.M.
12' FROM EDGE OF TRAVEL W^Y _
w/ MIN. 36" COVER (SEE DETaIL M-2) Qz
& RESTORE ASPHALT ROAD IN KIND.
INSTALL F.H.A h°
ieil IgII; �. L� if J �I i 3l1 I J 'i'1..I 'i „il4 J. IyWiYi
i
(7.6 KV, I � nF, kv� _2T ff5P nom. kv I
_—
I I„ r
REVIEWED AND APPROVED BY:
GURDEIN No.
Revision Date By No, Revision Date By. RtvE,p . ..:.
.. 61
INDIANRIVER COUNTY D E PA RTM E N T Q F TECHNICAL BY• RICHARD BLANKEN, C.E:T J SHEET
DATE• JULY tool SEBASTIAN WATER ASSESSMENT U . S . 1
DESIGNED BYE GORDON SPARKS
1840 25th STREET � SCALE. I• = ao'
VERO BEACH FLORIDA 32960 UTILITY C CHECKED BY4 GORDON SPARKS C)
SERV
(561) 567-8000 ��
". I T APPROVED BY GORDON SPARKS ucp 8 5 9 PLAN
u
�
CLARK WATER FLORIDA EYE
1615 U.S. 1 1619 U.S. 1
OQNOj
I
bd
ALK—IN CLINI
1621 U.S. 1
REALTOR
1623 U.S. 1
INSTALL F.H.A CONST, 8" DIP. W.M. N INSTALL F.H.A
d 12' FROM EDGE OF TRAVEL WAY `n
w/ MIN. 36" COVER (SEE DETAIL M—`)
2 0 0 & REST RE ASPHALT ROAD IN KIND. 2 0 0
�Qi , 123 99.35 100 100
b - luu MM rvw C I I. BT (400 PR) - :�� uu - luu MM ry BT (
--— j
.. utli u,dih6V,i�. ,il� -.._.
�•'� —
0 uj
—
i
`
wo \\1s �JN�7_
s I �q1
TA. 51+00 STA 52+00 STA, 55+00 STA. 56+00 ;
w - - -STA. 53+00 -- -- -- 54_+00- STA, 57+90 , STA. 5B+00
/ , -- --- --- - ___ -- - -- -- - - -- - --- ---- - -- _ _- --- STA
a' STA. 59+00
J INSTALL 8" M.J.G.V
U
o.� SR -5 (US -1) '
F-
n
w7.6 KV` +"_ UE (7.6 KV) �DE (7.6 KV;
w
1
/L
u
4
0
O
N
SEBASTIAN CENTER
1627 U°S° 1
INSTALL F.H.A
300
INSTALL 8" M.J.G.V STA, 65+00
63+00 STA. 64+00 �—
SR-5 (US -1)
SR -5 (US -1)
NOR T
CE�N
COOPER TIRE
1647 U.S, 1 1671 U. S, 1
I-
174 92 w
�i 174
PT Cron PR)
j -
I— i
ROADWAY
36" MIN,
COVER
CONST. 8" DIP. W.M. INSTALL F.H.A
12' FROM EDGE OF TRAVEL WAY
w/ MIN. 36" COVER (SEE DETAIL 14-2)
D & .RESTORE ASPW
ROAD IN KIN ). 100
l 1VU rKl
- � - -- - -==-BT .viUv
STA. 68+00 STA, 69+00 STA. 70+00
12' H❑RIZ❑NTAL
DISTANCE
R/W
SIDEWALK
BELL SOUTH
U.G. C❑NDUIT
AUTO LOT
1677 U°S, 1
200
3T (10 - 100 MM PVC)
STA, 71+00
OE (7.6 KV;
STA, 60+00
WENDY'S
1625 U. S, 1
2h
BT (600 PR) 200
'^T (400 PR)
D m
--A m
STA. 61+00
BT (400 PR)
30
PROPOSED 8" DIP, WX0 S S- C I T IN A — A
I
C
TYPREVIEW 11EDN,T,SiAND
APPROVED BY:
Revision I Date Bn Date B y No, Revisio TECHNICAL BY• RICHA GORDON SPARKS, PE N 1
FLA 236R DEPARTMENT 01 RD BLANKEN, C.E,T DATE, JULY 2001 SHEE-
1840 25th STREETDESIGNED BYr GORD❑N SPARKS SEBASTIAN WATERINDIAN RIVER CQUNTYdS
SESSMENT U.S.
-� SCALE; 1• = 40'
VERO 032960 CHECKED BY: SPARKS
4
��L�(61) 567FLORIDA
800UTILITY SERVICES ucp
APPROVED BYi GORDON SPARKS 859
PLAN
bil
INSTALL 8" M.J. CAP
INSTALL 11.25°
M.J. BEND
9th
INST LL F.H.A
INSTALL 8" M.J-G.V.
CONST. 8" DIP. W.M.
AS SHOWN
w/ MIN. 36" COVER
& RESTORE IN KIND.
PARK A V
E �ABAN
D
DNED�
a
b
CONST. 8" DIP. W.M.
12' FROM EDGE OF TRAVEL WAY
w/ MIN. 36" COVER (SEE DETAIL M-2)
& RESTORE ASPHALT ROAD IN KIND.
Di3 - 100 mM PVC:
STA, 75+00 STA, 76+00
SR -5 (US -1)
ti
0
u
C
C
STA, 77+00 STA. 78+00
...... REMOVE 16" CAP & CONNECT
INSTALL 16" x 8" M.J. REDUCER
90' M.J. BEND
INSTALL TEMPORARY JUMPER \
SAMPLE POINT
TAC® BELL
PIZZA HUT
K. F. C,
0
,S,A, 7 +00 INSTALL 8" x 8" STA, 80+00
M.J. TEE
SR -5 (US -1)
_
EX -16' W.M. --� 4n0 mm bIP WM
Y z
-_
w q n
Q £
0
0
V
C
C
BT
wv wv EX_16` W.M. V100.6 I(\Q
T (8 - 100 Mm PVC)
330
G)
0
GORDON SPARKS, FLA, P,E. No, 23161
T
Revision D 0 t 2 B rt1VER TECHNICAL BYs RICHARD BLANKEN, C.E,T DATE, JULY 2001
SHEET
RevisionDEPARTMENT I Date By No,Y D
ENT of SEBASTIAN WATER ASSESSMENT U.S. 1 PARK AVE (ALTERNATIVE)S _
R Ej R COUNTY U N T 1GORDON SPARKS
INDIAN � � �� 1 d � VLl 1 1, DESIGNED BY GORD❑
I, ? 1840 25th STREETCALE, V = 40'
I � VERO BEACH, FLORIDA 32960 CHECKED BY. GORDONG❑RD❑N SPARKS UCP 859 PLAN QF 9
UTILITY SERVICES I��� ���� ��.�
oao � ,
� � 1 567-8
APPROVED BY GORDONG❑RD❑N S
GRI (56
PARK