13-96-0221 -■
LEGEND
EXISTING PAVEMENT
PROPOSED PAVEMENT
.�� PROPOSED STOW SEWER
PROPOSED FRENCH DRAIN DETAIL
00 PROPOSED GRADE
700 EXISTING GRADE
DIRECTION OF DRAINAGE FLOW
PROPOSED CATCH BASIN OR INLET
EXISTING CATCH BASIN OR INLET
O EXISTING STORM MANHOLE
PROPOSED STORM MANHOLE
PROPOSED TYPE 'F' CURB 4 GU ER
EXISTING TYPE 'F' CURS 4 GUTTER
--Q— EXISTING UTILITY POLE
RIGHT -OF -WAY LINE OR PROPERTY LIME
PROPOSED CONCRETE SLAB
SEE ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS
LJ PROPOSED CONCRETE SIDEWALK
HD.P.E. HIGH DENSITY POLYETHELYNE PIPE
CAp. CORRUGATE ALUMINUM PIPE
R.WL, RAIN WATER LEADER
(T) THERI'1oPLASTIC, REFLECTORIZED -•
(RI -1) STOP SIGN SHALL BE HIGH INTENSITY
REFLECTORIZED MATERIAL
ALL MAINTENANCE OF TRAFFIC SHALL ...........
CONFORM TO F.D.OT. STANDARD INDEX NO. 600.
R/W.........
25'
NEW FPL POWER POLE
EXIST. ASPHALT
DRIVEWAY
EXIST. VALLEY GUTTER FPL
EXIST. ro 1,
W
m
i
S.W. 70th STREET
S.W. 71st STREET
LOCATION SKETCH
SCALE IN FEET " = 300' -0"
LEGAL DESCRIPTION:
Lots 1, 2,14 and 15, Block 3, ROSSWOOD,
according to the Plat thereof
a6 recorded In Plat Book 13, Page 62,
of the Public Records of Miami -Dade County, Florida.
EXIST. CHAIN LINK FENCE
AT PROPERTY LINE TO BE REMOVED PROP. '�-�
,:.,:..:......:...:.,,....: ,n j „ +:...:rr:..........,., :..P/L_ FENCE
i Aunr_ —Att: D concrAo D n
SIDEWALK . CGT1C. PAD -
TYPE 'D' CURB (TYPE
v° D D D .° D ° ►: D p D° 12.9
120
° D . D •.
D •• PROP :•12' WIDTH ° ' D •
TRENCH DRAM p °
.D, D °
D D
° ADS DRAINt.EGN 5' PRO+ � p°
EXIST. BLOCK
(TO 5E REl10m
ALUM
FENCIE
PROP. SIDEWALK
SEE ARCH. DWGS
FOR DETAILS/SPECS
ALUM
FENCE
. ' o G- IANNEL DRAM !GRATE' D ° • • . D
° D '. OR gPP�01i�D J =QLIAL 11'YPJ ' ° •
D
12.0
D
.p °
�I 6 LF '
•12 P� ' D
�U8'iFT.. SLOPE
S
° CONTROL
ca LU
LA1i.APE DRAWMGS
C5 04 :...... .....
.....:
TYPE 'P' STRUCT. - - -
TYPE 'C' GRATE ..::..::::::.::::::.::.:.:::. 12.5 UP
POLL RET. DEV.
'. RIM ELEV. 1200 :...... ..... ...
.. �
MY. ELEV. 825 rtG �_-
I PROP. SIDEWALK
SEE ARCH. DWGS
:..... I I r
..........
FOR DETAILS/SPECS
<> I I �
FINISED FLOOR ELEV. 13.00' N.G.V.D.
... ..... ...... ..
7D
2' PVC CONDENSATE LINE
. Lp• TRENCH DRAIN
0 VS'IFT SLOPE RIM ELEV. 1290
1177 I> ADS- DRANMC14 5' PRO+
132 LF - 18 HDPP. WT. (60 LF F'ERFa
r.h :f^ ?Sin SnF S•i.?
s
- ----- ----
EXIST. VALLEY. GUTTER
EXIST. LIGHT POLE
(TO REMAN)
W
.
^'. ' •. TO 5E REMOVED
NV. ELEV. SZ5 SAW CUT ASPHALT EDGE, MATCH EXIST. GRADE
26 LF - 18' HDM ULT. INSTALL TYPE T' CURB AND NEW CONC. SIDEWALK.
o OM% SLOPE
EXIST. 6'.
SIDEWALK
4'
CB h
TYPE 'P' STRUCT
TYPE 'C' GRATE
POLL. RET. DEV.
129
RIM ELEV. 0
INV. ELEV. 825
6LF- 12'PVC
eV8'IFT. SLOPE
ALL EXISTING CONC. SIDEWALK
SHALL BE REPAIRED AND /OR
CONSTRUCTED NEW F DAMAGED
DURING CONSTRUCTION OR IF IT
IS IN NEED OF REPAIR
ANY REMANNG SIDEWALKS SHALL
/ . / s
.
.......................... .............. ...............................
.a.,'; /:[.. 3 k .i,'ci'i•.��i %.f s': �i, . r...
.3 �6 7/,3 C %:ii %�L .'ii
•
►
S i��/ ✓iii �l ��iM1 �:'�� %�r �ii. i:n /�ri
:'1iii,
f>
n,
PROP. ALUM.
D D
}NICE
D
D
-
°
°
D
�
• ,p
D D A D D
.•
Vol
D'
D
D
c
EXIST.•C5' p
(TO. BE REMOVED) : • °
'
°
p CONTRACTOR TO i�MC�vE ANY
D VIWNG:PIPES AND/OK SOAKAGE . D
D
PITS (TYPa
d
°
D° D '
D • . D . D n °. P
Ex.
D
'
EXIST. 5LOCK WALL
°
D
o00 °
12.9 .
17.8
C11R5 (1YPJ
D D
SEE'HAt�1CAPPED R�4MPDDETAIL
D
p
2HEET 0-3°
D
D D p D A
;D
D
;L
12.8 °
Q.
42' D
A.
D
A.
A
°D
A I> D
D
6' PANED STRIPE
r °
D A °D
p
D
IF
D D'
D
to
p D (TO BE' REM ) A D
°
PROP. SIDEWALK
°
D
SEE ARCH DWGS
1
°
12.50
FOR DETAILS/SPECS
TYPE 'D' CURB (TYPa
10' PVC R.W.L.
I /8'/FT SLOPE (14J18 SF
D D a
PROP. 12' WIDTH
2' PVC CONDENSATE LINE
. Lp• TRENCH DRAIN
0 VS'IFT SLOPE RIM ELEV. 1290
1177 I> ADS- DRANMC14 5' PRO+
132 LF - 18 HDPP. WT. (60 LF F'ERFa
r.h :f^ ?Sin SnF S•i.?
s
- ----- ----
EXIST. VALLEY. GUTTER
EXIST. LIGHT POLE
(TO REMAN)
W
.
^'. ' •. TO 5E REMOVED
NV. ELEV. SZ5 SAW CUT ASPHALT EDGE, MATCH EXIST. GRADE
26 LF - 18' HDM ULT. INSTALL TYPE T' CURB AND NEW CONC. SIDEWALK.
o OM% SLOPE
EXIST. 6'.
SIDEWALK
4'
CB h
TYPE 'P' STRUCT
TYPE 'C' GRATE
POLL. RET. DEV.
129
RIM ELEV. 0
INV. ELEV. 825
6LF- 12'PVC
eV8'IFT. SLOPE
ALL EXISTING CONC. SIDEWALK
SHALL BE REPAIRED AND /OR
CONSTRUCTED NEW F DAMAGED
DURING CONSTRUCTION OR IF IT
IS IN NEED OF REPAIR
ANY REMANNG SIDEWALKS SHALL
23' -0'
CONCRETE DRIVEWAY
SAW CUT ASPHALT EDGE
MATCH EXISTING GRADE
CHANNEL DRAM t GRATE
OR APPROVED EQUAL (TYPJ
EXIST. 6'
SIDEWALK
.... .:........ ..... ..:. ..............:..... .......... .......... .......... ......... ....
4'
EE
CLEANED.
st BE "E D D
DIN
SoWn
..................... . .. . . . . .. . . . .. ............ . .. ..... - - - - -- - - - -- - - - - -- - - - -- - - - -- ... ............. - - - - -- - - - -- ...................---- ...... - - - -- - - - -• ............ -- - - - -- - - - - -- ..... .. .... ..... - - - - -- ..... ...... ..... ...... ..... ... .............. - - - -- ...... ..... ...... .... ............ - - - - -- ... ...... ..... ...... ..... ................... - - -- - - - -- - - - - -- . - -- - - - - -- - - - -- ...... ............ ...............................
............. - - -- .................. - - - -- . . - -..... ............. .... ..... ...... ..... ....:..... ...... .. -- ...... ...... ..... .... ..:.... ..... ...... ...... ...............,. ..... ..... ..... ....... ..... ..... ...... .....
..........
• ....... ...
R/W
PAVING + DRAINAGE PLAN
O 2 4 6 8 10 10 JO
SCALE IN FEPr 1"- 10 =0-
----------------------------------------------------------------------- --- - - - - -- .
G S & P
Design Services
For The Built
I
Environment
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
■ Iii
G R E S H A M
S M I T H A N D
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO,
AAP000034 /CA3806
IB26000797/LC26000381
fi s i .
% /�, ,� • ms' H-1
/ . / s
.
.......................... .............. ...............................
.a.,'; /:[.. 3 k .i,'ci'i•.��i %.f s': �i, . r...
.3 �6 7/,3 C %:ii %�L .'ii
•
►
S i��/ ✓iii �l ��iM1 �:'�� %�r �ii. i:n /�ri
:'1iii,
n,
23' -0'
CONCRETE DRIVEWAY
SAW CUT ASPHALT EDGE
MATCH EXISTING GRADE
CHANNEL DRAM t GRATE
OR APPROVED EQUAL (TYPJ
EXIST. 6'
SIDEWALK
.... .:........ ..... ..:. ..............:..... .......... .......... .......... ......... ....
4'
EE
CLEANED.
st BE "E D D
DIN
SoWn
..................... . .. . . . . .. . . . .. ............ . .. ..... - - - - -- - - - -- - - - - -- - - - -- - - - -- ... ............. - - - - -- - - - -- ...................---- ...... - - - -- - - - -• ............ -- - - - -- - - - - -- ..... .. .... ..... - - - - -- ..... ...... ..... ...... ..... ... .............. - - - -- ...... ..... ...... .... ............ - - - - -- ... ...... ..... ...... ..... ................... - - -- - - - -- - - - - -- . - -- - - - - -- - - - -- ...... ............ ...............................
............. - - -- .................. - - - -- . . - -..... ............. .... ..... ...... ..... ....:..... ...... .. -- ...... ...... ..... .... ..:.... ..... ...... ...... ...............,. ..... ..... ..... ....... ..... ..... ...... .....
..........
• ....... ...
R/W
PAVING + DRAINAGE PLAN
O 2 4 6 8 10 10 JO
SCALE IN FEPr 1"- 10 =0-
----------------------------------------------------------------------- --- - - - - -- .
G S & P
Design Services
For The Built
I
Environment
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
■ Iii
G R E S H A M
S M I T H A N D
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO,
AAP000034 /CA3806
IB26000797/LC26000381
fi s i .
% /�, ,� • ms' H-1
/ . / s
.
.......................... .............. ...............................
.a.,'; /:[.. 3 k .i,'ci'i•.��i %.f s': �i, . r...
.3 �6 7/,3 C %:ii %�L .'ii
•
S i��/ ✓iii �l ��iM1 �:'�� %�r �ii. i:n /�ri
:'1iii,
n,
■ m
j
ltJ
h- O
fY1 O
~_-
0
u7
Q Lo
LL J C)
San
S
1V
REVISION
No. - Date - Revision
.......................... .............. ...............................
•
PAVING f DRAINAGE PLAN
ITILE 11)1=f1L':
P E( T
D A T E I