09-49-004PAVING -GRADING -DRAINAGE NOTES
1. GRADING SHALL CONSIST OF ALL EXCAVATION, FILLING, SHAPING AND
SLOPING NECESSARY FOR THE CONSTRUCTION, PREPARATION AND
COMPLETION OF ALL SUBGRADES SHOULDERS, SLOPES, INTERSECTIONS,
PAVEMENTS AND OTHER AREAS, ALL IN ACCORDANCE WITH THE
ALIGNMENT AND GRADES SHOWN IN THESE DRAWINGS.
2. DRAINAGE STRUCTURES SHALL BE AS DETAILED IN THESE DRAWINGS.
DRAINAGE PIPE TO BE CORRUGATED POLYETHYLENE.
3. SAWCUT ALL PAVEMENT EDGES WHERE EXISTING PAVEMENT IS TO
REMAIN.
4. CONCRETE CURB, SIDEWALK AND SLABS SHALL CONSIST OF 3,000 PSI
PORTLAND CEMENT CONCRETE, AS SHOWN IN THESE DRAWINGS.
5. ALL REINFORCING, ALL SIZES, SHALL CONFORM TO ASTM A615, GRADE
60.
6. ALL EXPOSED CONCRETE SURFACES SHALL RECEIVE A LIGHT BROOM
FINISH, UNLESS OTHERWISE DIRECTED.
7. TESTING LABORATORY SHALL BE RETAINED BY THE CONTRACTOR TO
VERIFY SPECIFIED COMPACTION DENSITY AND CONCRETE STRENGTH.
FAILURE OF ANY TESTING TO MEET SPECIFIED REQUIREMENTS SHALL BE
DEEMED NON -COMPLYING.
FLOODPLAIN MANAGEMENT ANALYSIS
Process # : Folio #:09-4025-028-1390/1400/1410/1420/1430
5896 S.W. 68th STREET
Address : SOUTH MIAMI, FLORIDA Average Crown/Road Elv.:
11.58
Highest crown of road elevation above was taken from a certified
survey prepared by FERNANDO GATELL PLS Lic # :
2821
Elevation
Lowest Floor
Adjacent Grade
Lowest
Catch Basin
Existing
N/A
11.75
N/A
Proposed
12.35
11.95
11.10
A Tie -Beam Elevation Certificate, is required before making any
inspection above lowest floor and a Final Elevation Certificate
is required before issuance of certificate of occupancy or
completion (Completion HOLD 1 86) (1 1 c3-3d3) Call (305) 375-6685
PROP.
BUILDING
FINISHED FLOOR J4
ELEV. 12.35 IV
FINISHED FLOOR ii
ELEV. 12.35 IV
R/W
/LINE
CONC. I SDWK
VARIES 1 5'-0" 2'
SLOPE
2.0% (MA
NEW CONCRETE
SIDEWALK
PROP.
BUILDING
� um�nm
L —
EXIST. 2' CURB
& GUTTER
18'
EXIST. ROADWAY TO BE
MILLED & RE -SURFACED
(1 " DEPTH MIN.)
S*- E
I
SECTION B-B
R/W SCALE : 1 " = 3/1 6'
/LINE
50' R/W
CONC. I SDWK
4.65' 1 5'-0" 2'
SLOPE
(w
NEW CONCRETE
SIDEWALK
EXIST. ROADWAY TO
REMAIN II I .................. III
• • • • • • • • EXISTING ASPHALTIC PAVEMENT
TO REMAIN II l...........III
EXISTING ASPHALTIC PAVEMENT I III • • • • • • .... III
TO BE MILLED & RESURFACED " " " " " ' "III
SLOPE
II I............'.'.'.'.'.'.'....I II
-_rT --- NEW ASPHALTIC PAVEMENT II .....................
+ XIST. CONCRETE �I �...........I...........I �I
J SIDEWALK '• /. •'• • •'•'• • •'
NEW CONCRETE WALKS/PAVEMENTS//
:.�,.:.;�•.•�:� /// ........................\\\ � R W LINE
EXIST. 2' CURB R/W LINE / \ /
& GUTTER � / ..........................� \
W W NEW TURF BLOCK / ///............ • \\\
(COORD. W/ ARCH. DWG S) / ...... j \
W W ► / /. .. . . ..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'• \ \
_ _ _ _ ///..................................\\�
RIME NEW BRICK PAVERS EXIST. SIDEWALK ���/!\��� EXIST. SIDEWALK
(COORD. W/ ARCH. DWG'S) _ _ _ __..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:...................:.� _ _ __ _ _ __
7.
EX1ST..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'LLLLLL.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' .' '.
EXIST. PAVERS EX(ST.;.'2 .'.'.'.'.'.'.'.'.'.'.'.'.'.'.' EXIST.. •2
LLLLLLCB...........................................................................
25 LLLLLL (TO REMAIN) CURB:....GUTTER.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. '.'.'.....'.'.....'.'."I'.'.'.'.'.'.'.'....'......'.'..........'.'.....'.....•CURB::&:::GUTTER:.'.'.
S.W. 68th STREET
18' 18' 2 5 - 0 I - - - - - - = -
�� EXISTING SPOT ELEVATION (SEE SURVEY FOR ..........:....:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.'..::.:.:.:.:.:.:.:.:.:.:.:.:.;..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...........
EXIST. ROADWAY TO BE EXIST. ROADWAY TO ADDITIONAL INFORMATION)
MILLED& RE -SURFACED REMAIN XIST:..2,.......................................................'.'.'.'.'.'.'.'.'...'.'.'.'...'.'.'...'.'.'.'...'.'.'.'.'.'.''.EXIST:.'.2'.'.'...'.'.'.'.'.'.
(1„ DEPTH MIN.) I1_�
.URB.:.&.:GUTTER.*.'.*.'.*.'.*.*.*.*. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:....::::::::::.:.:.:.:.:.:.:.:.:.:.:.:.:.;.:...... :.:.:.:.'..:.CURB.:.Bt.'.GUTTER:.'.'.
I I 8.50 NEW SPOT ELEVATION
0 ------------ ............................ _-----------
��........................................../ �i
EXIST. SIDEWALK �� EXIST. SIDEWALK
�'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.
OA NEW STRUCTURE I.D. - - - -\\'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.................i.j/, - - - SLOPE- I SL�� \ ............... ............... ,
')\\\...............�..............
;.�._ .. �- ��- R/W LINE \\\\.:.'.'.'.'.'.'.'.'.'.'.''.'.'.'.'.:.......:.'.' I// /R/W LINE
L /�1 1 l ]._ �.\-] 1 1 Lam\ 1 L LL\-] ._1 �L
I L= ---- — — — - I J XIST. CONCRETE NEW CATCH BASIN \\\....... ///
SIDEWALK\'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'///
EXIST. 2CURB
& GUTTER I EXIST. 2' CURB FD NEW FRENCH DRAIN
& GUTTER
SECTION A -A
SCALE : 1 " = 3/1 6'
Q
D
H
W
IL
rCALL 48 HOURS BEFORE YOU DIG IN FLORIDAI
1-800-432-4770
,SUNSHINE STATE ONE CALL OF FLORIDA, INC.
Arch
Projeci No:
0880
Model File:
Drawn b
V.Q. / A.M.
Appro�ed by:
N.H.O.
Date:
1
12/23/08
Scale:,
AS SHOWN
CES PROJECT No. 08065
Copyright
Sheet Title
PAVING - GRADING
DRAINAGE PLAN
AND NOTES
Sheet Number
�C=2
SOMERSET SOUTH MIAMI