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— PROJECT L,
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MARTIU GOuNJTY
-70 S-(u �c, �<T
0 DRAINAGE STRUCTURE NUMBER
INDICATES DIRECTION OF SURFACE RUN OFF
PROPOSED FINISHED GRADE
EXISTING GRADE
6° EXTRUDED CURB r„
— ►�— GATE VALVE
--►f TEE, GATE VALVE and FIRE HYDRANT
LOCATION OF WATER SAMPLE POINT
—[ DOUBLE WATER SERVICE ( S/4 )
PROPOSED SANITARY SEWER MANHOLE
DOUBLE SEWER SERVICE (611)
PVC SANITARY SEWER LINE
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ST. LUCIE COUNTY ENGINEERING DEPARTMENT
THIS DOCUMENT HAS BEEN RRESPECT
REVIEWED WITH RESPECT 1"0
CCL''dTY ENGINEERING REQUIRESRE S
❑ IS APPROVED IS AAND:
AND: OAS NOTED [ IS NOT APPROVED ❑ SHALL DE REVISED & RE.
SHOULD ACSUBMITTED
TUAL SITE CONDITIONS DIFFER FROM THOSE RE-
PUE ENiED HEREIN, ANY APPROVALS HEREON ARE NULL AND
VOID AtPRO AL S1+A'LION OF CEASE UNiILOPLAPIES THALE VCRED DY
APPROVED BY THE COUNTY ENGINEER. BEEN RE -
IF FO+�Sf6iL'ry FOR GORRE 4'f!OhY OFSALL DE"fAL SWEEP. ONE-
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`s S+ i�5 Rd!D CDNCFROfJS; P!DR DOES IT RE D!MEN•
SiRJC-OR FROM
CONFORIAING TO APPLICABLE/P,pUIip co.
QU!REMEEYTS UNLESS SO NOTED HEREON Y CCUiiTY ENGINEER
COUNTY ENGItEER
By
ST LUCIE MAMTY
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NOTE"
ROADWAY CONSTRUCTION WITHIN MIDWAY ROAD
AND U.S. I TO CONFORM TO D.O.T. SPECIFICATIONS.
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Each Dog of rip rap on
top layer of endwall
will how a *4 vertical
tie rod jo be connected
with 6*concrete cap.
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co, m+ended Mo inwin 'Abe Sae Strata" Ban 2' a $,to'
2 • cr Wad - IB' P" Rat.0 Me Bore VA* e 1
S'- I" well - 2e Pipe Apo," Weight 100 L
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Cut Pipe 1114,41 a rv� 'f n x.
ohd bend ^ `o Ppe.
Coet Of Conerefe one errel to be include
in contract unit pr+ca for p,pe c.lre.t ark
CONCRETE COLLAR FOR JOINING
MAINLINE PIPE AN -r R PIPE p.
PIPE CONNECTION PER INQEX
No. 280
13- 13A CON`_.
" 24"
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STRAIGHT G�r CURB
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HALF ROUNr) PLATE TO BE
TO TOP
DA`?i BASIN
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STD. WHEEL STOP
1
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R-I,06 R-2 R•3� A B C D E F G H I
1 6.69, 5 2.54' 10' 15.35' 4.00' 20' 20, 11.34' 18,53' 30.41' 11.55
2 5.07' 5.07' 1.39, 10' 13.84' 2.3' 20' 20, 11.22' 19.08' 32.9d 11.55
L1 F I N A iC=; E= N+C7 T E
3 3' 4.16' 2. old 12' 12.20' 3.16, 20, 20' 12.80' 18.85' 3264' 13.85' �''• .
i.) ALL CONSTRUCTION SHALL IN ACCORDANCE WITH THE LATEST
q 6.04' s' 2.13' w' 14.70' 3.36' 20' zd n.3a' 197T 31.47' IL55' FLORIDA D.O.T. STANDARD" PECIFICATIONS.
ALL WORK SHALL BE DONE IN A GOOD WORKMANLIKE MANNER AND IN
$ 3� 4.37' 0:78' 10' 12.37' L23' 20, 20' 12.43' 19.33' 3386' 11.55' '� r ems.,'
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
{ 10.21 3' 4.77' 10' ffl87' T33' 20' 20' 11.34' I723' 24.66' 11.53'
> CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND
7 SEE DETAIL "B„x :. EXISTENCE OF ALL UNDERGROUND UTILITIES WITHIN THE PROJECT
x �-
8 r+ , LIMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
SEE DETAIL C� MAINTENANCE AND PROTECTION OF THESE EXISTING STRUCTURES AND
UTILITIES, AND FOR ANY DAMAGES.
MiumISLAND DIMENSIONS 4.) AT NO TIME IS CONTRACTOR TO TAMPER WITH ANY EXISTING
'ALL DIMENSIONS IN FEET TO FACECF CURB � UTILITIES EXCEPT AS NOTED ON PLANS.
N.T.S.
/ S.> SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED
TO THE ENGINEER FOR APPROVAL PRIOR TO PURCHASING SAID
MATERIALS.
6.) ALL APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO COMMENCEMENT
OF PROJECT •V I�
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M r "pTj, CORD DRAWINGS CERTIFIED BY A PROFESSIONAL ENGINEER
x w a. v at r , .'" a , s b v r A✓ ,1 "'i -r'i ` 1 A4.h E' F �l
r» * S�> GISTERED IN THE STATE GF FLORIDA SHALL BE SUBMITTED TO
�St. Lucie Cnty. PRIOR THE FINAL ACCEPTANCE OF THE SYSTEM.
a a m
a.) BACKFILL AND BEDDING MATERIAL SHALL BE NON -COHESIVE AND
� NON -PLASTIC FREE OF ALL DEBRIS, LUMPS, CLODS, WOOD, BROKEN
+ PAVEMENT OR ANY ORGANIC OR UNSTABLE MATERIAL. NO ROCKS
+ >y,
LARGER THAN 6" SHALL BE PERMITTED AS BACKFILL OR BEDDING. IF
MUCK IS FOUND WITHIN THE INGRESS/EGRESS EASEMENT IT SHALL BE
t Y
n
REMOVED IN ITS ENTIRETY AND REPLACED WITH SUITABLE MATERIAL
AS DESCRIBED ABOVE AND AS DIRECTED BY THE ENGINEER.
9.) ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM OF
1929.
10.) GRADES SHOWN ARE FINISHER
LANDSCAPE GRADES UNLESS OTHERWISE NOTED.
11.) RADII REFER TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED ON
PLANS.
39.64� Fact of Curb
12.) ALL UNDERGROUND UTILITIES AND DRAINAGE TO BE INSTALLED BEFORE
6„Guri) CONSTRUCTION ON SUBGRADE IS STARTED, TESTED & APPROVED.
' 13.) PAVEMENT WITHIN THE RIGHT-OF-WAY OF U.S. No.I SHALL BE CONSTRUCTED IN
DETAIL` "A" Y ' 6 ) ACCORDANCE WITH THE LATEST FLORIDA D.O.T. SPECIFICATIONS AND
*,tama r SHALL C IST OF 2" OF TYPE "S-1" A.C.S.C. ON 12" D.O.T.
,t'i. H * LIMEFOC RIMED ON 12" C'
` t ,'< _ �'' OMPACTED SUBGRADE.
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ON SHALL CONFORM TO ALI. ST. LUCIE. COUNTY ENGINEERING
REQHIREN D SPFCIFICATIONS
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NUMBER
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