14-552-006i
_ WAT
-- _- (BIRD ROAD)
40th STREET
MIST. EASEMENT
4 X 6 DOWNSPOUT
(SEE ARCH. PLANS)
TRANSITION BOOT
WIRE SCREEN FOR RODENTS
j SCHEDULE 40 PVC
1MAXIMUM PROPOSED GRADE
MIN. 1.00%
, -u - 11,1;1- 11,!=1 i1- _ i�
`12" SCHEDULE 40
45' BEND
12" PVC 0 1/2" PER FOOT SLOPE
REFER TO DRAINAGE PLAN
FOR SIZE OF STORM SEWER
NOTE:
ALL DOWNSPOUT COLLECTOR PIPE
SHALL BE SCHEDULE 40 PVC.
DOWNSPOUT DETAIL
NOT TO SCALE
(PAVING & GRADING P LAN
A -
�\
_ M1�. `..- -•c lam" i �L_ -- `
W �E%STING STREET METERED-7+0- n - -- - - --
- -- PARKING -0- REMAIN -_- -- -'-
pT O ApE SILT BARRIER
_EENEf ✓ i TYRE- III -
PERIMETER OF SITE
Flood Legend
For compliance with Chapter 11C of the Miami -Dade County Code
Special Flood Hazard Area - Outside Special Flood Hazard Area
Commercial, Industrial & Multi Units
Process #: • Folio #: 09- 4024 -006 -0030 pB 18 PG 47
Address: 5748 Bird Road, South Miami, Florida Highest Crown of Road Elev.- 0.0
Highest Crown of Road Elevation above was taken from a certified survey prepared by:
FORTIN, LEAK SKILES, INC. (DANIEL C. FORTIN) pLS Lic, #: _ LB 3653/LS 2853
Surveyor's Name
PAVING AND DRAINAGE PLANS
DERM /WC - ENVIRONMENTAL RESOURCES PERMIT (ERP COPY ATTACHED) # N/A
SFWMD - SURFACE STORMWATER PERMIT (SWM PERMIT COPY ATTACHED) # N/A
Total Impervious Area: 1.569 AC. (IF >2 ACRES DERM/wAnR CONTROL (ERP) PERMIT AND APPROVED
PAVING do DRAINAGE MUST BE ATTACHED)
Underground Parking YES / NO (circle one) Basement: YES / NO (circle one)
GRAPHIC SCALE
N30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
�nw
PARKING TO RE
- - -•-
Lowest Floor Elev.
Adjacent Grade Elev.
Lowest Catch Basin
Retention Area
EXISTING:
13.11
12.95
-
N/A
PROPOSED:
14.25
13.75
12.0
N/A
GRAPHIC SCALE
N30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
�nw
PARKING TO RE
- - -•-
N.E. CORNER OF
SECTION 24 -54-40
��_ W AT --��- _ ... •. _ .
WAT
�
_
- -- - -- _.`
GRATE EL.
- G.0 TO R06VE EX DRIVEWAY 1
* WAT ---�� _ - - --
�
--- CONNEGnON -AND REPLACE--------
- SIDEWALK p OP
W
EXISTING
$ NEW IDEWALK - -- - - - --
'P'
CURt'1NITi
TYPE,F')
- �-- • - - - -- -AND & GUTTER t '
04/25/14
_CURB
4.0
CB -2
'P'
12.0
GAS
METER
' \
4.0
--1 ALLEN'S DRUGS
' { >o.GG !�
' PLAT eoOTK 8 PAAGE 47
12.0
4.0
4.0*
CB -4
'P'
12.0
IV I RESTAURANTIBAKERY
I
`'I I O ; I i,
. \\ SPANA
DELICIAS DE E
1 �� �
1
,
GAS
1 s NLJNK
FENCE
4.0
X10
CB -6
'P'
12.3
4.0*
M1 \
1 Z
CB -7
'P'
12.0
4.0*
I GALLE � , i
PROVIDE SILT BARRIER I
FENCE TYPE III AROUND I
I• PERIMETER OF SITE I
I i1
Go I WINE STORE I ' i' I Cn
I
r BoGK +e I I 1
PAGE p
RiGHT Of I I � ^7
PLAT BGGK TlPAGE L7
�i
CD I DENTIST - r
1�
x 1_._
CATCH BASIN �,� - - - - -- -
CRATE EL 11.4
DE
44 ,
- I
t
I ' 1
'I
1 ,
I
PROPOSED DRAINAGE SCHEDULE
04/15/13
INVERT ELEVATIONS
STRUCTURE #
TYPE
GRATE EL.
N
S
E
W
CB -1
'P'
12.1
04/25/14
- ASPHALT
4.0
CB -2
'P'
12.0
4.0
4.0
4.0
CB -3
'P'
12.0
4.0
4.0*
CB -4
'P'
12.0
4.0*
4.0*
CB -5
'P'
13.0
4.0
4.0*
CB -6
'P'
12.3
4.0*
4.0
CB -7
'P'
12.0
4.0*
4.0
CB -8
'P'
12.0
4.0
4.0*
CB -9
'P'
13.E 1(12-0
5.0
RD)
4.0*
(8 0 RD)
* PROVIDE POLLUTION RETARDANT BAFFLES AT ALL EXFILTRATION TRENCHES
LEGEND
le N DIRECTION OF DRAINAGE FLOW ARROW
-�,X EXISTING ELEVATION
12.5
12 0 PROP. TOP OF CURB & FINISHED GRADE ELEV.
12'0 PROPOSED ELEVATIONS
NOTES
1. SITE CONTRACTOR SHALL GRADE ALL LANDSCAPE AREAS
TO AN ELEVATION 3" BELOW TOP OF CURB OR SIDEWALK.
REFER TO LANDSCAPE DRAWINGS.
2. SITE CONTRACTOR IS RESPONSIBLE FOR GRADING ALL
SITE, INCLUDING BERMS AND SWALES, IF ANY. COORDINATE
WITH LANDSCAPE DRAWINGS AND LANDSCAPE CONTRACTOR.
3. SITE CONTRACTOR IS RESPONSIBLE FOR POSITIVE
DRAINAGE OVER ENTIRE SITE. NOTIFY CKE GROUP OF ANY
PROBLEM AREAS.
4. GENERAL CONTRACTOR SHALL PROVIDE SLEEVES FOR
LANDSCAPE IRRIGATION LINES, LIGHTING AND SIGNAGE
PRIOR TO PAVING. COORDINATE WITH IRRIGATION DRAWINGS
AND IRRIGATION CONTRACTOR.
5. SILT BARRIER FENCE MUST BE INSTALLED PRIOR TO START
ANY WORK, AND MUST BE MAINTAINED IN PLACE UNTIL
COMPLETION OF PROJECT.
SW 40TH ST (BIRD ROAD)
SW 41ST ST_ ��
SW
42ND ST
0
4 ND TER
LOCATION SKETCH N
NOT TO SCALE
LEGAL DESCRIPTION:
Lots 3 through 10, and Lots 15 through 24, Block 2, WESTERFIELD
MANOR SECTIONS ONE AND TWO, according to the plat thereof as
recorded in Plat Book 18, Page 47, of the Public Records of
Miami -Dade County, Florida, less and except the North 20 of said Lots
3 through 10 taken for road right of way as set forth in Official
Records Book 8672, page 659 and Official Records Book 8890, Page
892, of the Public Records of Miami -Dade County, Florida.
Together with an easement over and across that portion of alley vacated
by City of South Miami Ordinance NO. 33 -92 -1527 recorded in Official
Records Book 18767, Page 46, said easement reserved in Quit Claim
Deed recorded in Official Records Book 15895, Page 698, both of the
Public Records of Miami -Dade County, Florida.
GENERAL NOTES
1. ALL ORGANIC OR DELETERIOUS MATERIAL SHALL BE REMOVED FROM 10 FEET OF
ANY AREA TO BE FILLED. THIS INCLUDES ALL BUILDING AREAS AND PAVING AREAS
WHICH ARE BEING FILLED. ANY SUCH MATERIAL SHALL BE REPLACED WITH
APPROVED GRANULAR FILL WHICH SHALL BE COMPACTED IN 8" LAYERS TO 100%
OF MAXIMUM DENSITY AS PER AASHTO T -99C.
2. ALL UTILITIES AND DRAINAGE INSTALLATIONS SHALL BE CONSTRUCTED, INSTALLED,
AND ACCEPTED BY THE CITY OF SOUTH MIAMI ENGINEERING DEPARTMENT.
3. STABILIZED SUBGRADE SHALL HAVE LIMEROCK BEARING RATION (LBR) OF 40 AND
SHALL BE COMPACTED TO 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO
T -99C.
4. LIMEROCK BASE COURSE SHALL CONFORM TO THE REQUIREMENTS OF SECTION
911 OF THE FLORIDA D. 0. T. STANDARD SPECIFICATIONS, EXCEPT THAT THE
MINIMUM PERCENTAGE OF CARBONATES OF CALCIUM AND MAGNESIUM SHALL BE
70 %.
5. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE TYPE S -III. REFER TO CVS
PAVEMENT SPECIFICATIONS.
6. PRIME COAT AND TACK COAT FOR BASE COURSES SHALL CONFORM TO THE
REQUIREMENTS OF SECTIONS 300 -1 THROUGH 300 -7 OF FLORIDA D. 0. T.
STANDARD SPECIFICATIONS. AND CVS PAVEMENT SPECIFICATIONS. PRIME COAT
SHALL BE APPLIED AT A RATE OF 0.25 GALLONS PER SQUARE YARD.
7. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT
28 DAYS UNLESS OTHERWISE NOTED.
8. PRECAST CONCRETE MANHOLES AND CATCH BASINS SHALL MEET THE
REQUIREMENTS OF A.S.T.M. SPECIFICATIONS C -478 AND 64T, AND CITY OF SOUTH
MIAMI ENGINEERING DEPARTMENT MINIMUM STANDARDS.
9. CONCRETE FOR PRECAST MANHOLE AND CATCH BASINS SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS.
10. REINFORCING STEEL FOR MANHOLES AND CATCH BASINS SHALL CONFORM TO
A.S.T.M, SPECIFICATIONS A -615 AND A -305, LATEST REVISION.
11. ALL JOINTS IN CONCRETE STRUCTURES SHALL BE FINISHED WATERTIGHT.
12. ALL SPACES AROUND PIPING ENTERING OR LEAVING MANHOLES AND CATCH BASINS
SHALL BE COMPLETELY FILLED WITH 2:1 CEMENT MORTAR MIX.
13. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE REQUIREMENTS OF A.S.T.M.
SPECIFICATION C -76, CLASS III, WALL THICKNESS "B ", LATEST REVISION, AND AS
MODIFIED BY SECTION 941 FLORIDA D. 0. T. STANDARD SPECIFICATIONS. (LATEST
EDITION)
14. ALL DRAINAGE SYSTEM PIPE JOINTS INCLUDING THOSE OUTSIDE THE EXFILTRATION
TRENCH, TO BE WRAPPED IN FDOT APPROVED FILTER FABRIC WITH SECURING
DEVICE (INDEX No. 280, FDOT DESIGN STANDARDS JANUARY 2004)
15. ALL WORKMANSHIP, INSTALLATIONS, AND MATERIALS SHALL MEET THE
REQUIREMENTS OF THE CITY OF SOUTH MIAMI ENGINEERING DEPARTMENT MINIMUM
STANDARDS.
16. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE
AND ARE BASED ON AS -BUILT INFORMATION. ADDITIONAL UTILITIES MAY EXIST
WHICH ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING AND VERIFYING ALL UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
17. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO C. K.
E. GROUP, INC. AND TO THE CITY OF SOUTH MIAMI ENGINEERING DEPARTMENT
FOR APPROVAL PRIOR TO ORDERING THE MATERIALS.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CERTIFIED AS -BUILT
DRAWINGS PRIOR TO FINAL INSPECTION BY THE CITY OF SOUTH MIAMI
ENGINEERING DEPARTMENT OF UNDERGROUND UTILITIES.
19. SOIL BORING RECORDS ARE PART OF THE BID DOCUMENTS. IN THE EVENT OF
DISCREPANCY BETWEEN THE SPECIFICATIONS AND THE SOILS REPORT
RECOMMENDATIONS, THE MOST STRINGENT OF THE TWO SHALL BE USED.
SURVEYOR'S NOTE:
Elevations shown hereon are relative to the National Geodetic Vertical Datum of
1929, based on Miami -Dade County Bench Mark No. N -479, Elevation +7.00,
located by PK nail and brass washer in curb at West 37th Street (35' South of
centerline) and West 12th Avenue (40' West of centerline).
�►`� 4, « �
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N:.
•11 A
ARCHITECT OF RECORD
CKE GROUP
INCORPORATED
engineering . architecture •• planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558 -4124 FAX: (305) 826 -0619
EB #0004432
CONSULTANT
Fs-EZ
i
� `G
ZS
EDUARDO L. CARCACHE, PE 31914
CKE GROUP, INC. COA -4432
REVISIONS:
1
04/15/13
- PER CITY COMMENTS
2
07/09/13
- PER FDOT
3
08/08/13
- PER FDOT
4
03/24/14
- UPDATE PLANS
6
04/25/14
- ASPHALT
DRAWING BY: PJB -�
DATE: FEBRUARY 06, 2013
JOB NUMBER: CKE # 1319
TITLE:
CVS PHARMACY
PAVING & GRADING PLAN
SHEET NUMBER:
C 2
COMMENTS:
NOT RELEASED FOR CONSTRUCTION