14-552-009BOTTOM ELEV. L STD. MANHOLE OR
* NO SLOTS OR PLASTIC (SEE NOTE 2) CATCH BASIN
PERFORATIONS ON THIS FILTER
LENGTH OF PIPE FABRIC
LENGTH OF FRENCH DRAIN
LONGITUDINAL SECTION
SELECT FILL
REFER TO C -2
z z PLASTIC FILTER FABRIC
PLASTIC FILTER FABRIC
0
I
A ELEV. 9.0' z_
NNZ oc cV o - M
Uj
N ELEV. 4.0' 0
° PLASTIC FILTER
SEE NOTE FABRIC
3.0' MSL SEE NBALLAST o 03 BOTTOM 1:1 OR STEEPER
ROCK m w (SEE NOTE 2)
1
o�
0 10
o °$a EV. t -3.0' ALT. TRANS. SECTION
5' -0" MAY BE USED IN AREAS WHERE TRENCH WALLS WILL NOT
STAND VERTICAL, OR WHERE CAVE IN BELOW THE WATER
TABLE IS LIKELY TO OCCUR. TO BE USED AT THE
TRANSVERSE SECTION ENGINEERS DISCRETION.
NOTES:
1. PLASTIC FILTER FABRIC AT EA. SIDE SHALL BE USED IN SANDY AREAS AS NOTED
ON PLANS AND / OR AS DIRECTED BY THE ENGINEER.
2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE 15' -0" BELOW EXISTING
GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE.
3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION IT
SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO ALLOW
FOR INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE PLACE, ADDITIONAL
BALLAST ROCK WILL BE ADDED TO RESTORE THE BALLAST ROCK TO THE PROPER
ELEVATION, SO THAT THE EXFILTRATION TRENCH BE COMPLETED IN ACCORDANCE
4. INVERT ELEVATION TO BE AS SHOWN IN W.C. 2.2 (AVG. OCTOBER GROUND WATER LEVEL).
WITH THE DETAILS.
EXFILTRATION TRENCH DETAILS
NOT TO SCALE
PLAN
FILLET EACH CORNER -
,-
Fir,,
i
L -BRICK
6" WALL -CONC. PLAN
ORNER FILLET
2 - #6 ALL A ROUND
-2 - #6 1 BARS
ALL A OUND-
_1
1
FOR PERFORATED CMP, PIPE JOINTS
RESIDENTIAL AREAS
• -• • -�
AT DRIVEWAYS AND OTHER AREAS
ARE TO BE BANDED, BUT NO GASKET PLASTIC
FILTER FABRIC
I•
�
�
SEE*
OCK
GROUT
.1
O
1• 3' -6" QUARE
•1
w
J
DIA•
I
N
4"
o
MAX.
•i
1
BOTTOM ELEV. L STD. MANHOLE OR
* NO SLOTS OR PLASTIC (SEE NOTE 2) CATCH BASIN
PERFORATIONS ON THIS FILTER
LENGTH OF PIPE FABRIC
LENGTH OF FRENCH DRAIN
LONGITUDINAL SECTION
SELECT FILL
REFER TO C -2
z z PLASTIC FILTER FABRIC
PLASTIC FILTER FABRIC
0
I
A ELEV. 9.0' z_
NNZ oc cV o - M
Uj
N ELEV. 4.0' 0
° PLASTIC FILTER
SEE NOTE FABRIC
3.0' MSL SEE NBALLAST o 03 BOTTOM 1:1 OR STEEPER
ROCK m w (SEE NOTE 2)
1
o�
0 10
o °$a EV. t -3.0' ALT. TRANS. SECTION
5' -0" MAY BE USED IN AREAS WHERE TRENCH WALLS WILL NOT
STAND VERTICAL, OR WHERE CAVE IN BELOW THE WATER
TABLE IS LIKELY TO OCCUR. TO BE USED AT THE
TRANSVERSE SECTION ENGINEERS DISCRETION.
NOTES:
1. PLASTIC FILTER FABRIC AT EA. SIDE SHALL BE USED IN SANDY AREAS AS NOTED
ON PLANS AND / OR AS DIRECTED BY THE ENGINEER.
2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE 15' -0" BELOW EXISTING
GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE.
3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION IT
SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO ALLOW
FOR INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE PLACE, ADDITIONAL
BALLAST ROCK WILL BE ADDED TO RESTORE THE BALLAST ROCK TO THE PROPER
ELEVATION, SO THAT THE EXFILTRATION TRENCH BE COMPLETED IN ACCORDANCE
4. INVERT ELEVATION TO BE AS SHOWN IN W.C. 2.2 (AVG. OCTOBER GROUND WATER LEVEL).
WITH THE DETAILS.
EXFILTRATION TRENCH DETAILS
NOT TO SCALE
PLAN
FILLET EACH CORNER -
,-
Fir,,
i
L -BRICK
6" WALL -CONC. PLAN
ORNER FILLET
2 - #6 ALL A ROUND
-2 - #6 1 BARS
ALL A OUND-
_1
(OPTIONAL)
DRAINAGE STRUCTURE DETAIL TYPE P)-
NOTE 2 -
1/4" X 2"
ANGLE
I
I NEOPRENE CASKET
I
� I
NOTE 1
/
/
/
BAFFLE DETAIL
�- NOTE 3
SEE BAFFLE DETAIL
D- PIPE DIAMETER
PLAN
MIN. 16 GAUGE
PLATE TO BE WELDED
ALUMINUM CORRUGATED
METAL PIPE CUT IN HALF
Z' MIN. OR AS NOTED
BRACKET DETAIL ON THE PLAN
1. SECTION OF A.C.M.P. CUT IN HALF. BAFFLE ELEVATION
DIAMETER TO BE AS PER TABLE 1
2. 1/2' GALVANIZED LAG BOLT IN LEAD SHIELD
3. WELL OR 2 -1/4" THRU BOLTS.
4. MIN. SUMP IN P.R.B. INLET IS 2.5'
BELOW LOWEST INV. OF PIPE IN INLET.
5. BOTTOM OF PRB TO BE MIN. 2'
BELOW CONTROL ELEVATION.
POLLUTION RETARDANT BASIN
(BAFFLE TYPE) NOT TO SCALE
REFER TO DRAINAGE PLANS FOR
RIM & GRADE ELEVATIONS
REMOVABLE CAPS N z
SEE NOTE
#5 AT 6" C/C
N EACH WAY
PREFAB TEE
0o 6" MIN. WITH
#3 AT 12" C/C
REFER TO DRAINAGE PLAN EACH WAY
FOR INVERT ELEVATIONS
(OCT. W.L. MINIMUM INVERT I
ELEV.) . I'll
ALL CONCRETE SHALL BE WITH
M
" IN
fc =3000 psi and steel 6 6" IN.
ITH
fy= 40,000 (min.) EACH WAY
CATCH BASIN GREASE /OIL SEPARATOR
TYPE "A" JOINT
P.T.
/ N/PDn
P.C.
TYPE "B" JOINT -y
1/4-
' d . • G d
TYPE "A"
(OPEN TYPE JOINTS)
A
NEW
F111
PLAN
1/8"
NOT TO SCALE
M
(SAWED JOINTS)
TABLE OF SIDEWALK THICKNESS - "T"
1
I
RESIDENTIAL AREAS
• -• • -�
AT DRIVEWAYS AND OTHER AREAS
a0o
„n„
l�
I•
4 ® 12" O.C.
�
�
141 3' -6" 4' -0"
.1
g" BRICK
1• 3' -6" QUARE
•1
6„
DIA•
I
6" CONC.
I
I
1
#4 HOOPS ®
•i
1
12" CENTERS
TO
`�
I
O.C.
•�
LO
I•
•i
BOT® WAYS
1
w
°- I
a y
3' NP
I I
I
REINFORCING 3
I• m
TYP
•I
w
o
SHALL BE IN
CENTER 1/3
OF WALL
I
'f
CONST. JOINT
,,.`..`'.
00
-� -
-�
PERMITTED
C- - -• - -- :
�Col
CONST. JOINT
PERMITTED
V#4 ®
9" O.C.
4 ® 9" O.C_j
BOTH
WAYS)
BOTH WAYS)
ALTERNATE "A"
ALTERNATE "B"
(OPTIONAL)
DRAINAGE STRUCTURE DETAIL TYPE P)-
NOTE 2 -
1/4" X 2"
ANGLE
I
I NEOPRENE CASKET
I
� I
NOTE 1
/
/
/
BAFFLE DETAIL
�- NOTE 3
SEE BAFFLE DETAIL
D- PIPE DIAMETER
PLAN
MIN. 16 GAUGE
PLATE TO BE WELDED
ALUMINUM CORRUGATED
METAL PIPE CUT IN HALF
Z' MIN. OR AS NOTED
BRACKET DETAIL ON THE PLAN
1. SECTION OF A.C.M.P. CUT IN HALF. BAFFLE ELEVATION
DIAMETER TO BE AS PER TABLE 1
2. 1/2' GALVANIZED LAG BOLT IN LEAD SHIELD
3. WELL OR 2 -1/4" THRU BOLTS.
4. MIN. SUMP IN P.R.B. INLET IS 2.5'
BELOW LOWEST INV. OF PIPE IN INLET.
5. BOTTOM OF PRB TO BE MIN. 2'
BELOW CONTROL ELEVATION.
POLLUTION RETARDANT BASIN
(BAFFLE TYPE) NOT TO SCALE
REFER TO DRAINAGE PLANS FOR
RIM & GRADE ELEVATIONS
REMOVABLE CAPS N z
SEE NOTE
#5 AT 6" C/C
N EACH WAY
PREFAB TEE
0o 6" MIN. WITH
#3 AT 12" C/C
REFER TO DRAINAGE PLAN EACH WAY
FOR INVERT ELEVATIONS
(OCT. W.L. MINIMUM INVERT I
ELEV.) . I'll
ALL CONCRETE SHALL BE WITH
M
" IN
fc =3000 psi and steel 6 6" IN.
ITH
fy= 40,000 (min.) EACH WAY
CATCH BASIN GREASE /OIL SEPARATOR
TYPE "A" JOINT
P.T.
/ N/PDn
P.C.
TYPE "B" JOINT -y
1/4-
' d . • G d
TYPE "A"
(OPEN TYPE JOINTS)
A
NEW
F111
PLAN
1/8"
NOT TO SCALE
M
(SAWED JOINTS)
TABLE OF SIDEWALK THICKNESS - "T"
LOCATION
of
RESIDENTIAL AREAS
4"
AT DRIVEWAYS AND OTHER AREAS
6"
EXISTING PAVEMENT PROPOSED NEW PAVEMENT
EXISTING PAVEMENT SAWCUT TO A NEAT STRAIGHT LINE
1 ' -0" (PARALLEL OR PERPENDICULAR
TO RUN OF ROAD)
PROPOSED PAVEMENT
X a
v-
A.
ca a .
a G
PROPOSED BASE
EXISTING BASE
SAWCUT PAVEMENT DETAIL
NOT TO SCALE
5' -0"
MIN. R/W LINE
1/4' PER FT. SLOPE
'SECTION A -A
R/W LINE
TINE
WAV ;
TYPE "A" J0'.NT
1/2" PREMOLDED
TYPE "C EXPANSION JOINT
(EXPANSION JOINTS) MATERIAL
TABLE OF SIDEWALK JOINTS
TYPE
LOCATION
"A„
P.C. AND P.T. OF CURVES JUNCTION OF
EXISTING AND NEW SIDEWALKS
"B"
5' -0" CENTER TO CENTER ON SIDEWALKS
„n„
l�
WHERE SIDEWALK ABUTS CONCRETE CURBS,
DRIVEWAYS AND SIMILAR STRUCTURES
SIDEWALK CONSTRUCTION DETAIL
NOT TO SCALE
- PRECAST CONCRETE POST
PRECAST CONCRETE PANEL -
CONCRETE FOOTING -�
GENERAL NOTES
1. ALL ORGANIC OR DELETERIOUS MATERIAL SHALL BE REMOVED FROM WITHIN 10 FEET
OF ANY AREA TO BE FILLED. THIS INCLUDES ALL BUILDING AREAS AND PAVINC •AREAS - �- -
WHICH ARE BEING FILLED. ANY SUCH MATERIAL SHALL BE REPLACED WITH 1'.P'PPO' VED -
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 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. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28
DAYS UNLESS OTHERWISE NOTED.
6. PRECAST CONCRETE MANHOLES AND CATCH BASINS SHALL MEET THE REQUIREMENTS OF
A. S. T. M. SPECIFICATIONS C -478 AND 64T, AND CITY OF SWEETWATER ENGINEERING
DEPARTMENT MINIMUM STANDARDS.
7 CONCRETE FOR PRECAST MANHOLE AND CATCH BASINS SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS.
8. REINFORCING STEEL FOR MANHOLES AND CATCH BASINS SHALL CONFORM TO A. S. T. M.
SPECIFICATIONS A -615 AND A -305, LATEST REVISION.
9. ALL JOINTS IN CONCRETE STRUCTURES SHALL BE FINISHED WATERTIGHT.
10. ALL SPACES AROUND PIPING ENTERING OR LEAVING MANHOLES AND CATCH BASINS
SHALL BE COMPLETELY FILLED WITH 2 : 1 CEMENT MORTAR MIX.
11. 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)
12. 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)
13. ALL WORKMANSHIP, INSTALLATIONS, AND MATERIALS SHALL MEET THE REQUIREMENTS OF
THE CITY OF MIAMI ENGINEERING DEPARTMENT MINIMUM STANDARDS. ALL WORK IN THE
RIGHT -OF -WAY SHALL MEET D.O.T. STANDARD SPECIFICATIONS (LATEST EDITION).
14. 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.
15. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO C. K. E.
GROUP, INC. AND TO THE CITY OF SWEETWATER ENGINEERING DEPARTMENT FOR
APPROVAL PRIOR TO ORDERING THE MATERIALS.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CERTIFIED AS -BUILT
DRAWINGS PRIOR TO FINAL INSPECTION BY THE CITY OF SWEETWATER ENGINEERING
DEPARTMENT OF UNDERGROUND UTILITIES.
17. 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.
T 1
r
PROPERTY LINE FOUNDATION PLAN
PRECAST CONCRETE POST
PRECAST CONCRETE PANEL
PRECAST CONCRETE CAP
u7
4 #4 #2 0 12"
ALTERNATE
LEG LOCATION
POST DETAIL
3 #3
1 7 #3
o
co
I
e Ir,
o
!C FINISH GRADE
-
I- �
- - -
-
=( I i LEI I.` ice►
i
E� _ ih
If 4L
DIG A FOUNDATION HOLE COLOR TO MATCH
1' -6" WIDE AND NOT LESS BUILDING BOTH SIDES
THAN 4' -3" DEEP. SET
POST ALINED AND
3000 PSG CONCRETE OUR ELEVATION SECTION
AROUND POST. ASSUMED
SOIL BEARING CAPACITY OF
2000 PSF MINIMUM.
PRECAST CONCRETE FENCE DETAIL
NOT TO SCALE
. ..
STORE NUMBER: 1127
5748 BIRD ROAD
SOUTH MIAMI, FLORIDA
PRWECT TYPE
DEAL TYPE NEV
CS PROJECT NUMBER: 65223
ARCHITECT OF RECORD
a
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
DEVELOPMENT GROUP
2651 McCORMICK DR
CLEARWATER, FLORIDA 33759
(727) 669 -2900
Fax (727) 669 -2915
FsEAU
ryj
6
EDUARDO L. CARCACHE, PE 31914
CKE GROUP, INC. COA -4432
REVISIONS
DRAWING BY: PJB
DATES FEBRUARY 06, 2013
JOB NUMBERi CKE # 1319
TITLEi
CVS PHARMACY
SITE DETAILS
SHEET NUMBER
C ❑MMENTS�
N ❑T RELEASED F ❑R C ❑NSTRUCTI ❑N