HomeMy WebLinkAbout1985 - (#55) CR 512 Corridor & Sebastian School Proposed Sewer Master Plan.:iL/IiYY�R'ern, .+9iY,: -"�Xi7'1.u�[A'�"'•':.`•.16i•Y14LSidYLY. ".:... ... r..:v.:r � ,. .. •: 'Y91'�:.-�d:9.�a.k��" �•!2:t3i3bY�. 'kdfr:: _ .
DO. ALMSDON�
CANI'GRO['NDS ,a
LOCATION MAP
PROPOSED
SEWER
FOR
SEBASTIAN
AND
MASTER
SCHOOL
512 CORRIDOR
PREPARED BY
LL Y AND ASSOC. ,
CONSULTING ENGINEERS
VERO BEACH, FLORIDA
PLAN
r
{' IIIII�
SHEET NO. OESCRIPTION
�. COVER
2. A L TERNA TE "ONE "
7 A / TT'nAi ATr ItTIA1r%It
4. A L TERNA TE " Tip 1REE "
5. DETAILS
5EBASTIAN
LAKES
(SEE CONNECTION
DETA 1 L B
BELOW)
m
m
Ln
In
N
z
RE'viS10N DATE
m
i
i V %
FELLS M E 12E. ROAD - -_
INDIAN RIVER COUNTY
SC NOOL SITE (SEE GONNi=CTI ON
DETo I L 'A BELOW)
TRANS. F-LACE TRAL_ RAILROAD
F
-- I a cr- 4i-A-r i /A I Y �
1
J � m
�EORGIA BLS
DEL MONTE RP
1 AVE.
j- KEEN HARP TE2RACE \
O TERRACE I TEfZRAG1=I I
AREA U
AREA I
W
Q
Lu 6 FM. �-
W I
-- -- FELLSME2E RI6a T- OF- WAS/ I \
ABANDONED RA L20AD —i
-
.M• -- - — _ - — - _ — ----------—l—---- -----------�
L{ FT sFrATi o I-t "L4 I � ❑ UP T�ot�
,UJ � uuiNGoc2POc�rE� AtzEA
in- -
--- - - CL_cAIZMONT ST - - - -- - -- - �P- /`<4
AILEA 1
AREA ItL
D E S C R I P T 1 0 N
DESIGNED
DATE
BY 10-17 8 5
DRAWN CHECKED JOB N0,
J Ay
SCALE APPROVED I FILE NO.
CONNECTION 'A
JAC K � BORE
(SEE DETAIL-�
/ � L L.- L,/� V V
SEBASTIAN LAKES UTILITIES EXTENTION
ALTERNATE ONE
northf
4f FM
W
2
LEGEND
PROPOSED F.M.
----- PROPOSED GRAVITY SEWER
❑ LIFT STATION
S MANHOLE
-^�-�- FLOW DIRECTION
SEBASTIAN
ELEMENTARY SCHOOL
LLOYO AND ASSOCIATES, INC,
CONSULTING ENGINEERS
PLANNERS-- SURV E Y ORS
VERO BEACH FLORIDA
DRAWING NO.
SHEET OF
2 5
LL.
N
V
v
cD
z
z
m
I
-- -- - J
_ - --------
-- LIFT STAT►011l Y
M. N (-rYP)
w� L - --- -------_ _
l I m J\__
v �
\ DEL_ MONTE RP -_ - -- ---- \
v Z \ P FA I TN I
j- KEEN NAr' _
7 �--E2(zACE I TERRAGI= TERf�ACE
, I ,
5EBASTIAN
LAKES
(SEE CONNECTION
BFI-Ow)
4 M
INDIAN RIVER COUNTY
(`.SEE CONNELTI DN
SC N00L SITE DE 1 L A aEL_..ow)
TRANS. FL -A- CE TRLL- 2n I L-ROAD—
=,A
G,EDf2GIA BL VD
p I AVE. i
` \ U FT 61AT101LI
c,
AREA I
W
FZAI LRDAD
FEL.L.SNIE�F- 21 ANT- OF -
ABANDONED
FELL ME�E OF
ROAD FM•
.,p LIFT STAT101�1 �
LIFT S/
7A-r10
(TYP.)
� ,�, � U rl l N GO i2E�O tZATE � A tz E A
�\ 1
/ - - CLEA.2MONT
I_ AP -SAW
I AREA Iit
v _ SOD
Go;-;riEC 7_I ON A
CorJi�JECTI ON • B J -
B°pL UG _ -- Wort
0,1 �, g'z 6 REQUG�R
VV w T P SITE
\moo
S
90� BEND
nort
S."
�cO
LEGEND
PROPOSED F.M.
----- PROPOSED GRAVITY SEWER
LIFT STATION
MANHOLE
—'�-•- FLOW DIRECTION
%STIAN
AENTARY SCHOOL
J
SEBASTIAN x \ NL�'r—T
��� /(SEE �ETAI� \
LAKES WWTP tiF�
SC —E I' — 100,
\
90- ft5E N C \
DESIGNED DRAWN CHECKED JOB NO DRAWING NO.
JAy SEBASTIAN LAKES UTILITIES EXTENTION LLOYD AND ASSOCIATES, INC.
— 1785 A.VERO BEACH DATE SCALE APPROVED FILE N0. ALTERNATE TWO CONSULTING ENGINEER S
SHEET OF
ID
/� PLANNERS -SURVEYORS 3 5
S
REVISION DATE DESCRIPTION FLORIDA
BY
FELLSME.2E ROAD—
-F. . - -- - -
IT
� - ._ -A 1--f-I I
-_ SEE INSET
J 1 BELOW
-
\ DEL MONTE RP ---- --
f- KEEN HARP F AITN �
7 TE_`_DZACE. TERRAL'E TERRACE
SEBASTIAN
LAKES
REVISION I DATE
ABANDONED
F M.—
�j���ii�l�ii ill
DESCRIPTION
m
TYPICAL 4 LOT
CONNECTION
DESIGNED
DRAWN
J Ay
DATE
10-17 8 5
SCALE
BY
AREA II
FEL_LSMERE RDAD
FELLSM E R'E
■
0
to
CL_EA.2MONT ST
V
EOI NSET
INDIAN RIVER COUNTY
SCHOOL SITE
�i m_
immoommoommmomomm OEM
G,EORG IA BL_Vl�
COLL,IMBIA
p AVE. -
FM.
- ---LLJ--- -
I i
i
AREA III
TYPICAL 2 LOT
CONNECTION
2 14 I --I T - O F - WAY
CHECKED JOB NO. SEBASTIAN LAKES UTILITIES EXTENTION
APPROVED FILE NO. ALTERNATE T H R E E
A",
�QO
\ SEE INSET
BELOW
Q4•
AREA I
Q I,
W (oFM. 4' FM.
J
J
0�
-Ai Z
u u l W OMPO 2A-f E D E A
Z
V
SCAL__E I " - EOO
TYPICAL 1 LOT
CONNECTION
LLOYD AND ASSOCIATES. INC.
CONSULTING ENGINEERS
PLANNERS- SURVEYORS
VERO BEACH FLORIDA
DRAWING NO.
SHEET OF
4 5
F.M.
TV P POVEMENT
K1 W
4'-(!� OFFSET
F. M. OFFSET OF PAVEMENT
--Exisfinq shell or mar/
--8" Comoacteo' Marl
8'6RAVIT
SEWER
TACK COAT ALL SURFACES
AND Fnrcc
O' EASEMENT
TYPICAL SEWER SERVICE IN PAVEMENT
ASPHALTIC CONCRETE THICKNESS
TO BE THE SAME AS ADJACENT
ROADWAY. IT SHALL BE I
THICK WHEN CONCRETE
SLAB IS USED FOR BASE.
FOR BASE RESTORATION REFER
TO RESTORATION OF TRENCHES
SPECIFICATIONS
A�
NOTE : PAVEMENT RESTORATION FOR
LONGITUDINAL CUTS IN ARTERIAL
STREET. STREETS SHALL INCLUDE
FULL LANE WITH RESURFACING
FOR EACH LANE WITHIN WHICH
THE CUT EXTENDS.
CONSTRUCT
AEW PAVEMENT
8ackfi// /00% density---Z--�_S'j
� TRENCH BACKFILLED IN 8��� - -- -- q
P/aCe in /2' lifts O.D. 8" COMPACTED LAYERS �_
— t * A —
` `t OF ROADWAY
THRENCH BACKFILLED TO A TRENCH
LEVEL ONE (I) FOOT ABOVE
O PIPE IN 6 COMPACTED I d+ 24' /
LAYERS, TO 95 0/6MAXIMUM I� — EXIST PAVEMENT SHALL BE /
MAX. TRIMMED ALONG ;NEAT,
DENSITY IN ACCORDANCE STRAIGHT LINE
WITH AASHTO T- 180 PLAN
PATCH11VG 41AIPAVED STREETS SECTION A- A
TRENCH
I i
I
A -
EXIST.
I PAVEMENT
PAVEMENT RESTORATION FOR TRENCHES
CUT IN PUBLIC RIGHT-OF-WAYS
Cold Asphalt mix to be placed within
24 hours of backfi//• (A/f L-Jof -rnix)
Ii-ROADWAY
1
Mlrn
Base and backfi/l - - -
as re aired above 7SZlreelS.
ary Pafchinq required U;
for permanent ` slate and Cify�oaved W a
pevement. P/ace patch within U o LENGTH OF CASING PIPE PER PLAN w
zd hours.
O p Z PLACE EQUIDISTANT EACH SIDE OF ROADWAY
Q
SKID LENGTH SKID SPACING P061TION SEE NOTE # 2
W SEE NOTE * 3 SEE TABLE BRACE
J W
TEmpoRARy PA mw1ycT
--Mu/ch, Seed and Ferfi/�ze a// disturbed stirfaae --.
R/W BA CKFIL L OU TSIDE ROA DEED
G'THICK PLUG
W/BITUMASTIC
EA SIDE
+— SLOPE PIPE
TO ONE END
NOMINAL PIPE
SIZE DIA., IN.
MAX. SKID
SPAaNG, FT.
4
4.5
6
6.0
8
70
10
8.5
> 12
9.5
PAPS CSING
I A� \,SKID `CARRIER PIPE,DIA 81
I MAT'L. PER PLAN OR
STEEL STRAP, SPECIFICATIONS.
CABLE, OR CLAMP
Soo
POSITION
CASING PIPE BRACE
CARRIER PIPE
� SKID TREATMENT
9
/� W/WOOD PRESERVATIVE
A -A
NOTES
T
I - CASING PIPE SHALL BE ASTM. A 139. GRADE A PIPE OF A DIAMETER AND THICKNESS EQUAL TO
OR GREATER THAN THAT CONFORMING TO THE FLORIDA D.O.T. UTILITY ACCOMODATION GUIDE.
2. - THE MINIMUN SKID LENGTH SHALL BE EQUAL TO THE MAXIMUM SKID SPACING.
3. - SKIDS SHALL BE SIZED TO PERMIT CLEARANCE BETWEEN BELL JOINT AND CASING WALL.
4 - PETROLEUM PRODUCTS SHALL NOT BE USED FOR LUBRICATION OR ANY PORTION OF THIS
ASSEMBLY WITH PV.C. CARRIER PIPE.
5 - SKIDS SHALL BE TREATED WOOD BUT SHALL NOT BE CREOSOTE TREATED WOOD IF PVC.
CARRIER PIPE IS USED.
BORE � J A C K
REVISION I DATE
DESCRIPTION
BY
DESIGNED I DRAWN I CHECKED I JOB N0,
DETAIL SHEET
DATE I SCALE I APPROVED I FILE NO. I -
LLOYD AND ASSOCIATES , INC.
C O N S U LT I N G E N G I N E E R S
PLAN H E R S — S U R V E Y O R S
VERO BEACH
FLOR 1 OA
DRAWING NO.
SHEET OF
5 5