206 - CP-101-PGD and Utility Plan1
0
C
N
0
PA
�A� Ab9
NW CORNER SEC.8
TWP 45 S, RHO 43 E
CONST. 4'0
4„ 4 I GRATE EL. =12.74_ _
INV. EL. =6.96 (S)
t
CONST. SWALE AT 4:1 MAX. SLOPE
AND CONNECT TO EXIST. SWALE +!
CONST. 6'x T AIR/VAC CONC.
?
PAD (SEE FUEL SYSTEM;,
- FDOT INDEX 522-002
PLANS FOR DETAILS)
;P_
CONST. 5'WIDE CONC.
2.
760'
CONST. TYPE'D'
+^ ?6
EXISTING SWALE TO -BesO
CONNECTTO
+, +," REMAIN (TYP.)
xl
+
12 0
,2
3'ti S V'4
apse
SDx
(SEE PLUMBING
) "pryPy
sn.
12.37
3NST. CURB OPENING 27.15
ND ess
BOYNTON BEACH,
PAVEMENT ELEVATION
I
CONST. CANOPY SLAB AND
v ,
12.16.
CANOPY(SEE FUEL SYSTEM 41
?®'S
CONST. T WIDE CONC.
PLANS FOR DETAILS)
SIDEWALK
DATE ISSUED: JANUARY 2019 1
CONST. TYPED' CURB (TYP.)
(102 LF -8'x4' EXFILT. TRENCH
,kP
CONST. FUEL VENTS RISER v
-
CR -E
(SEE FUEL SYSTEM PLANS 'C?^�?
{
1 6
FOR DETAILS) - +
'ten
2
Ry
RIM ELEV .=1272
, 12• CMP (N) INV. ELEV .=9.86 FEET
+
)NST. UNDERGROUND FUEL
JO
TANKS (SEE FUEL SYSTEM 3P
PLANS FOR DETAILS)
SANITARY SEWER MANHOLE
.%+'- "P
,bA
EXISTING SWALE TO
06
REMAIN (TYP.)
P
b
,ad + B
+, -50
?9
X63
,E
3
CONST. 24 LF -18" HDPE
!
0*138�,d6'
6
0 +Q 6" 1,
4'0 CATCH BASIN
FLORIDA REG. NO. 60529
+^�CON6.
GRATE EL. =11.00 3
(FOR THE FIRM)
INV. EL. =6.96 (S) w
-
tiry h7 -P h
INV. EL. = 6.96 (W)
SHEET TITLE
CONST. 24 LF -18" HDPE
CONST. 4'0 CATCH BASIN
INV. EL.
PAVING, GRADING,
11.70
4
W/ PRB (N)
GRATE EL. =11.46
MEG
ORIFICE INV. EL. = 9.46
INV. EL. =6.96 (E,N)
PLAN
T TO
b"
SAWCUT AND MATCH k
11'70
EXISTING PAVEMENT +^�
ELEVATION
77
CONST. TYPE'F' CURB P 1wr�1(2
& GUTTER (TYP.)^HR'1=BAR
NO ID
P
b + _F6 41
NG
-4T+� } ,LH +
�
^b^G
P
n`1+6P0
1<1
HYPOLUXO ROAD
SECTION 8, TWIN 45 S. RHO 43 E
- CONST. 12" YARD DRAIN7;
/ 24" CONC. COLLAR
RIM EL. = 11.80 ° xy
INV. EL. = 7.50 (E) R
4 5
N
GRAPHIC SCALE
y 0 20 40
wry^
:ONST. 7 LF -8" HDPE SCALE: 1"=20'
CONST. 12" TRENCH DRAIN -Ty - NOTE: PRINTED DRAWING SIZE MAY HAVE
W/ TRAFFIC LOAD GRATE -`' CHANGED FROM ORIGINAL. VERIFY SCALE
- SAWCUT AND MATCH EXISTING USING BAR SCALE ABOVE.
PAVEMENT ELEVATION CONNECT TO EXIST. CURB
P ��-j FLIMITED ACCESS EASEMENrf
2.0.9,��p,��6CONST. TYPE'D'
+CURB (TYP.)+, , SDx D,1251 Dy,p� SDx SDx 12O
z. p.
+01
CONST. 74 LF-
b ?>
}^'P Ph
I 13.36 13.65 yry �
H ^ +M1
Q' +
12.84 13.13
4L Nyd
P >
6
^
k,
'/0 CONST. 66 IpP-18" HDPE
+JD -
BOYNTON LAKES PLAZA W/PRB (N)
ALL OF PLAT BOOK 70, PGS. 40 848, P.B O.R.
PARCELS ATHROUGH D. KNOWN AS ADDITIONALGRATE EL, = 12.04
RIGHT -OF -WAV. SOUTHERLY IN FEET OF WESTERLYiNV. EL. = 6.96 (N, W,E)
Fr, SOUTHERLY 36.36 FT OF NORTHERLY 217.65 FEE'
WESTERLY 18 FT 8 P.B. 107, PO, 75)
PCN: O&43-0508-15-000-0010
(3) 3" SCH. 80 PVC CONDUIT
0 KEITH
301 East Atlantic Boulevard
Pompano Beach, FL 33060
PH: (954) 788-3400
Florida Certificate of
Authorization # - 7928
ACT NO.:
DATE
CONST. RAMP PER 3357
ELM O
- FDOT INDEX 522-002
<
;P_
CONST. 5'WIDE CONC.
SIDEWALK
4 ry� +,
CONST. TYPE'D'
+^ ?6
CURB (TYP.)
CONNECTTO
^, ?
EXIST. CURB
+
12 0
,2
E%IST.7T RCP
INV. EL.=3.29
e TOP OF PIPE =9.87
apse
SDx
(SEE PLUMBING
) "pryPy
sn.
12.37
SAWCUT AND MATCH EXISTING
BOYNTON BEACH,
PAVEMENT ELEVATION
A
�P
12.16.
cn
?®'S
CONST. T WIDE CONC.
CONST. 16 LF - 5' WIDE THICKENED EDGE SIDEWALK
SIDEWALK
DATE ISSUED: JANUARY 2019 1
CONST. 118 LF -18" HDPE
(102 LF -8'x4' EXFILT. TRENCH
,kP
^�
W/ PERFORATED HDPE PIPE)
BOYNTON LAKES PLAZA W/PRB (N)
ALL OF PLAT BOOK 70, PGS. 40 848, P.B O.R.
PARCELS ATHROUGH D. KNOWN AS ADDITIONALGRATE EL, = 12.04
RIGHT -OF -WAV. SOUTHERLY IN FEET OF WESTERLYiNV. EL. = 6.96 (N, W,E)
Fr, SOUTHERLY 36.36 FT OF NORTHERLY 217.65 FEE'
WESTERLY 18 FT 8 P.B. 107, PO, 75)
PCN: O&43-0508-15-000-0010
(3) 3" SCH. 80 PVC CONDUIT
0 KEITH
301 East Atlantic Boulevard
Pompano Beach, FL 33060
PH: (954) 788-3400
Florida Certificate of
Authorization # - 7928
ACT NO.:
DATE
SHEET NUMBER
THE PRESENCE OF GROUNDWATER SHOULD BE CP -101
ANTICIPATED. CONTRACTOR'S BID SHALL
INCLUDE CONSIDERATION FOR ADDRESSING THIS
ISSUE AND OBTAINING ALL NECESSARY PERMITS.
SHEET of
CONTRACTOR TO VERIFY SIZE AND ALL EXISTING AND PROPOSED ELEVATIONS
LOCATION OF ALL EXISTING UTILITIES I SHOWN ARE BASED ON NAVD 1988 PROJECTNO. 09725.27
Iw
ELM O
.51
( CONST. 34 LF-7'WIDE
THICKENED EDGE SIDEWALK
?7--
D PROP. DUMPSTER ENCLOSURE (SEE
>z 76
P- 0 ARCHITECTURAL PLANS FOR DETAILS)
}
#34785
PROP. GREASE TRAP AND
4798 CONGRESS AVE.
a
(SEE PLUMBING
) "pryPy
PSAMPLING LANS FOR DEL
®
BOYNTON BEACH,
FLORIDA 33426
12.16.
MEG
SCALE: AS NOTED '
. +
CONST. 16 LF - 5' WIDE THICKENED EDGE SIDEWALK
DATE ISSUED: JANUARY 2019 1
+
MEG E -DRILL AND CONNECT TO EXIST.
DRAWN BY: AM
DESIGNED BY: AM
(0 ) STRUCTURE AT INV. EL. 7.75 (SW)
CR -E
{
1 6
, P9 DRAINAGE MANHOLE
CHECKED BY: TO !
2
Ry
RIM ELEV .=1272
, 12• CMP (N) INV. ELEV .=9.86 FEET
+
15' CMP(S) INV. ELEV 7,29 FEET
JO
15" CMP (E) INV. ELEV. =6 20 FEET
BOTTOM ELEV. = 487 FEET
SANITARY SEWER MANHOLE
RIM ELEV. =12.54
6• PVC (N) INV. ELEV. =6.50 FEET
^q 8' PVC BE) INV. ELEV.=6.27 FEET
- COULD LOCATE BOTTOM.
MEG FND REBAR NO ID.
IS 14'W)
?moi
3
CONST. 24 LF -18" HDPE
!
THOMAS F. DONAHUE, P.E. i
FLORIDA REG. NO. 60529
CONST. 5'0 MANHOLE
(FOR THE FIRM)
6 GRATE EL. = 12.85
-
INV. EL. = 6.96 (W)
SHEET TITLE
INV. EL.
PAVING, GRADING,
FWEI EL.
TOP OF WEIR EL. = 11.96
W/ 0.5'x 0.5'INVERTED TRIANGLE
AND DRAINAGE
ORIFICE INV. EL. = 9.46
PLAN
SHEET NUMBER
THE PRESENCE OF GROUNDWATER SHOULD BE CP -101
ANTICIPATED. CONTRACTOR'S BID SHALL
INCLUDE CONSIDERATION FOR ADDRESSING THIS
ISSUE AND OBTAINING ALL NECESSARY PERMITS.
SHEET of
CONTRACTOR TO VERIFY SIZE AND ALL EXISTING AND PROPOSED ELEVATIONS
LOCATION OF ALL EXISTING UTILITIES I SHOWN ARE BASED ON NAVD 1988 PROJECTNO. 09725.27