04-52-007PROPERTY LINE
CONC RAMP SEE ARCHITECTS DRAWINGS NEW 10't 8.5'±NEW EXIST
FOR CONTINUATION CONC DRIVEWAY ASPHALT PVMT ASPHALT PVMT
8" LIMEROCK BASE 8" LIMEROCK BASE
COMPACTED TO 98% DENSITY COMPACTED TO 98% DENSITY
6" -3500 PSI CONC 1 -1/2" TYPE S -111 ASPHALT
SL. VARIES
SL. VARIES NEW GUTTER _ -------------
s --
8, LIMEROCK BASE
COMPACTED TO 98% DE SI __��--- --- - --
12" STABILIZED SUBGRADE 12" STABILIZED SUBGRADE
MINIMUM LBR 40 MINIMUM LBR 40
SECTION A— A
NOT TO SCALE
% I — — Is,
QS LANDSCAPE
I
2" PVC STORM FROM
SUMP 36" COVER
SEE SHEET P -1
FOR CONT
�ERIACE
I
TER A
°o PROPOSED 7 UNIT TOWNHOUSES
0 2 Stories with Basement Garages
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UP
DN
4" PVC STORM
SLOPE O 1/8 "/ft
LANDSCAPE SEE SHEET P -1
FOR CONT
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PROP 25 LF FRENCH MOM
8
DRAIN. SEE DETAIL oti
4" PVC STORM SLOPE O 1/8
SEE SHEET P -1 FOR CONT
g PROP. SIDEWALK
PROP 2.5' GRASS
PROP 2' CURB & GUTER W
REMOVE EXIST
WATER METER ' };.._' ':':.•:.
BOX. CAP PIPE
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LANDSCAPE
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CONSTRUCT NEW
CONC. DRIVEWAY °•
MIN 6" THICK F-'.
(TYP)
A
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LEGAL DESCRIPTION.
LOCATION MAP LOT 3 BLOCK 2 SUBDIVISION: FAIRGLADE MANOR ACCORDING TO THE
8 SCALE 1" =300' PLAT THEREOF AS RECORDED IN THE PLAT BOOK NO. 45 AT PAGE
NO. 79 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
2' -0' SAW CUT
NEW ASPHALT EXISTING A:
PAVEMENT PAVEMENT
Vim:•.. •.'v f,.•'. , .....1 ••.: ;. •. '•,.� �.� r, �.. ,,.: i :•�, :, .-' ";''.
COMPACTED SUB -BASE
�EXISTING NEW LIMEROCK BASE BASE
TYPICAL PAVEMENT INTERFACE
NOT TO SCALE
w I CATCH BASIN FRAME
I AND GRATE USF 4105 -6225
GRATE EL SEE P�
# 6 AT 6" C.C. E.W.
WELDED CAP REMOVABLE SECTION OF
°0 24" C.M.P. BOLTED TO THE
6 z OR HYDRSTRUCTURES AFLEE
s 2' -6' 1 -0 GEOTEHNICAL MARINE CORP.
s2" INV EL SEE PLAN
W
N
w ao SEE PLAN FOR PIPE SIZE
#4 AT 12" C.C. E.W.
o BO OM
#4 AT 9' C.C. E.W.
• I ■ ■ ■ ■ ■I I ■ ■ ■ ■ ■I ' •
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OFFICE o PLAN REVIEW
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TYPE "A•JOINT
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RIGITT'OF WAY IINE
NEW SIDEWALK E
EXISTING
SIDE ALK
P.C.
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TYPE "
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OFFICE o PLAN REVIEW
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TYPE "B" JOINT
TYPE "A•JOINT
' Q
Q
5'r
f (TYPJ R
RIGITT'OF WAY IINE
NEW SIDEWALK E
EXISTING
SIDE ALK
P.C.
"A "JOINT
TYPE "
TABLE OF SIDEWALK JO
TYPE LOCATIONS
P.C. AND P.T. OF CURVES.
"A" JUNCTION OF EXISTING AND
NEW SIDEWALKS.
„B„ 5'•0" CENTER TO CENTER
ON SIDEWALKS.
'WHERE SIDEWALK ABUTS
"C" CONCRETE CURBS, DRIVEWAYS,
AND SIMILAR STRUCTURES.
TABLE OF SIDEWALK
THICKNESS -"T"
LOCATIONS -T•
RESIDENTIAL 4"
AT DRIVEWAYS AND OTHER AREAS 5"
PLAN
5'-0" MIN.
Rnv
U4• PER FT. SLOPE LINE
I
SECTION "A -A"
1/4" �r1/8"
1112'
T/2"R MrR
112" PREMOLDED
EXPANSION JOINT
TYPE "A" TYPE "B" MATERIAL TYPE MCN
(OPEN TYPE JOINTS) (SAWED JOINTS) (EXPANSION JOINTS)
SIDEWALK JOINTS
SIDEWALK CONSTRUCTION
NOT TO SCALE
�■■■■■■■i■ ■■■■■Rm>r�st�■1 PERFORATED CMP PIPE. JOINTS SELECT FILL PLASTIC FILTER FABRIC
ARE TO BE BANDED, BUT NO GASKET
iinmommmmmmmmip,4 1�_ CATCH BASIN
Flo EWA
FA
� 133.85 h y Oh e
NOTES
1- CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES NOTIFICATION CENTER 8- IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPUCABLE CODES AND a N
UJLC.LL AT 1 -800 432 -4770 PRIOR TO COMMENCING AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND
ANY DIGGING TO VERIFY THE EXACT LOCATION OF EXISTING UTIUTIES. APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ° 4
BrGMm
2- EXISTING UTIU71ES ARE PLOTTED FROM BEST AVAILABLE INFORMATION. CONTACT N
UTILITY AGENCIES BEFORE CONSTRUCTION IS STARTED TO VERIFY LOCATION AND DEPTH 9- MONUMENTS OR PROPERTY LINE MARKERS LOCATED WITHIN THE LIMITS OF CONSTRUCTION
OF UNDERGROUND UTIUTIES. SHALL NOT BE DISTURBED. S
Z D5 3
3- IT SHAD_ BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UNDERGROUND 10- WHERE NEW PAVEMENT IS TO MEET EXISTING PAVEMENT, ALL EDGES OF EXISTING m
FACILITIES PRIOR TO THE START OF CONSTRUCTION AND COORDINATE WITH THE PAVEMENT ARE TO BE SAW -CUT.
VARIOUS UTILITY AGENCIES TO RELOCATE, BYPASS OR OTHERWISE ENSURE THAT UTILITY °
SERVICES WILL NOT BE INTERRUPTED DURING CONSTRUCTION. 11- AFTER REMOVAL, DEMOLISHED ASPHALTIC CONCRETE SURFACES, CONCRETE SIDEWALKS ~°
AND GUTTERS OR ANY OTHER UNSUITABLE OR UNNECESSARY MATERIALS Y
4- EXISTING GRADES WERE TAKEN FROM AVAILABLE DATA AND MAY NOT SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER.
ACCURATELY REFLECT PRESENT CONDITIONS, CONTRACTOR SHALL BE RESPONSIBLE 12- ALL ELEVATIONS SHOWN REFER TO CITY OF MIAMI DATUM g0
FOR FAMIUARIZING HIMSELF WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY ti °' ;o C4 N
DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. 13- EXISTING ASPHALT PAVEMENT AND DRAINAGE STRUCTURES OUTSIDE LIMITS SHALL REMAIN UNDISTURBED
N N N
5- ALL EXISTING FEATURES BEYOND CONSTRUCTION LIMITS SHALL REMAIN UNDISTURBED 14- SEE ELECTRICAL PLAN FOR RELOCATION OF EXIST ELECTRICAL UNES AND UGHT POLES
UNLESS OTHERWSE NOTED. 15- SAW CUT AND REMOVE ASPHALT AND BASE FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS
6- WHERE NEW CONSTRUCTION (CURBS, PAVEMENTS. ETC.) IS INDICATED TO CONNECT TO THE 16- ANY DAMAGE OR INTERRUPTION OF SERVICE BY THE CONTRACTOR DURING CONSTRUCTION
EXISTING, THE SECTIONS. ELEVATIONS, MATERIALS, ETC. SHALL MATCH THE EXISTING SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. THE OWNER SHALL
CONSTRUCTION. UNLESS NOTED OTHERWISE ON PLANS. HAVE THE OPTION TO HIRE A SUBCONTRACTOR AND BILL THE CONTRACTOR FOR SAID REPAIRS.
17- SEE LANDSCAPING PLANS FOR REMOVAL do RELOCATION OF EXISTING TREES.
7- CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING ALL EXISTING MANHOLE AND INLET 18- REMOVE ALL UNDERGROUND STRUCTURES AND PIPES AND FILL VOIDS MATH SELECT LIME ROCK FILL,
COVERS, VALVE BOXES. BLOW -OFF RISERS. ETC. TO NEW ELEVATIONS, AS REQUIRED.
WHETHER SPECIFICALLY SHOWN ON PLANS OR NOT.
' e
PAVING AND GRADING PLAN
SCALE 1 " =10'
ti
Reviewing
Signature:
E�
I
I
�p
do
I
I
I
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spa
Z
12 ° Z
ngr:
ate: C FILTER INV. EL 7.00 m
-- C GROUT SEE TE 4
18" PE W m
In
• N
1 BALLAST f TRENCH BOTTOM
*4, PEN J01 ROCK TRENCH CT Fl 5' -0"
M�l Ell
NOTE TO CONTRACTOR: TRANSVERSE SECTION
IN AREAS WHERE THERE ARE ELECT FILL
ST�& Tl l�)FABRIC EXISTING
F THE TRENCH, USE ADEQUATE OVERLAP 1' MIN PLASTIC FILTER FABRIC
METHODS TO ENSURE THAT THE
LONGITUDINAL SECTION WAS OF THE TRENCH ARE °z
MAINTAINED AS VERTICAL AS
O 3 POSSIBLE. 0 F
NOTES: o CD a
W m 3 > 18' PIPE
U O�
1. PLASTIC FILTER FABRIC (AT EA. SIDE) SHALL BE USED IN SANDY AREAS AS NOTED w m w (BALLAST OR STEEPER
ON PLANS AND /OR AS DIRECTED BY THE ENGINEER. 115 10 ROCK
2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE 15' -0" BELOW EXISTING
GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE LA
3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT 5' -0' FILTEER R
FABRIC
SHALL BE CAREFULLY WASHED DOWN NTH CLEAN WATER IN ORDER TO
ALLOW FOR INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE NOTE:
PLACE, ADDITIONAL BALLAST ROCK WALL BE ADDED TO RESTORE THE MAY BE USED IN AREAS WHERE TRENCH
BALLAST ROCK TO THE PROPER ELEVATION, SO THAT THE EXFlLTRATION WALLS WILL NOT STAND VERTICAL, OR
TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS. WHERE CAVE IN BELOW THE WATER
1 4. INVERT ELEVATION TO BE AS SHOWN IN W.C. 2.5(AVG. OCTOBER GROUND WATER LEVEL) TABLE IS LIKELY TO OCCUR TO BE
USED AT THE ENGINEER'S DISCRETION.
ALT. TRANS, SECTION
FRENCH DRAIN DETAIL
NOT TO SCALE
JCHAS & ASSOCIATES, F
ARCHITECTURE PLANNING INTERIOR
4361 S.W. 11 TH STREET
Miami, Florida 33146
TEL: (305) 989 3149
FAX: (305) 4471501
JACHASTANET C aolmom
A R 0 0 1 2 6 1
OWNERS:
PALMS OF SUNSET J.V.
5835 Blue Lagoon Drive, Suite 200
Miami, Florida 33126
T 786.275.8480
F 786.275.8474
CONSULTANTS:
CIVIL ENGINEER
Rodolfo Ibarra PE PA
10300 Sunset Drive # 275f
Miami Fla 33173\
Tel 305 -273 -1830
Fax 305 -598 -1059 =
PE 45901 - = •' -.. ,�
4 •� A
v
fW
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r
cr CO
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DATE:
10 -30 -03
REVISIONS:
PROJECT No.
03 -060
DRAWN BY:
CHECKED BY:
JC
SCALE:
AS SHOWN
SHEET No.
C-2
TABLE OF SIDEWALK
THICKNESS -"T"
LOCATIONS -T•
RESIDENTIAL 4"
AT DRIVEWAYS AND OTHER AREAS 5"
PLAN
5'-0" MIN.
Rnv
U4• PER FT. SLOPE LINE
I
SECTION "A -A"
1/4" �r1/8"
1112'
T/2"R MrR
112" PREMOLDED
EXPANSION JOINT
TYPE "A" TYPE "B" MATERIAL TYPE MCN
(OPEN TYPE JOINTS) (SAWED JOINTS) (EXPANSION JOINTS)
SIDEWALK JOINTS
SIDEWALK CONSTRUCTION
NOT TO SCALE
�■■■■■■■i■ ■■■■■Rm>r�st�■1 PERFORATED CMP PIPE. JOINTS SELECT FILL PLASTIC FILTER FABRIC
ARE TO BE BANDED, BUT NO GASKET
iinmommmmmmmmip,4 1�_ CATCH BASIN
Flo EWA
FA
� 133.85 h y Oh e
NOTES
1- CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES NOTIFICATION CENTER 8- IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPUCABLE CODES AND a N
UJLC.LL AT 1 -800 432 -4770 PRIOR TO COMMENCING AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND
ANY DIGGING TO VERIFY THE EXACT LOCATION OF EXISTING UTIUTIES. APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ° 4
BrGMm
2- EXISTING UTIU71ES ARE PLOTTED FROM BEST AVAILABLE INFORMATION. CONTACT N
UTILITY AGENCIES BEFORE CONSTRUCTION IS STARTED TO VERIFY LOCATION AND DEPTH 9- MONUMENTS OR PROPERTY LINE MARKERS LOCATED WITHIN THE LIMITS OF CONSTRUCTION
OF UNDERGROUND UTIUTIES. SHALL NOT BE DISTURBED. S
Z D5 3
3- IT SHAD_ BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UNDERGROUND 10- WHERE NEW PAVEMENT IS TO MEET EXISTING PAVEMENT, ALL EDGES OF EXISTING m
FACILITIES PRIOR TO THE START OF CONSTRUCTION AND COORDINATE WITH THE PAVEMENT ARE TO BE SAW -CUT.
VARIOUS UTILITY AGENCIES TO RELOCATE, BYPASS OR OTHERWISE ENSURE THAT UTILITY °
SERVICES WILL NOT BE INTERRUPTED DURING CONSTRUCTION. 11- AFTER REMOVAL, DEMOLISHED ASPHALTIC CONCRETE SURFACES, CONCRETE SIDEWALKS ~°
AND GUTTERS OR ANY OTHER UNSUITABLE OR UNNECESSARY MATERIALS Y
4- EXISTING GRADES WERE TAKEN FROM AVAILABLE DATA AND MAY NOT SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER.
ACCURATELY REFLECT PRESENT CONDITIONS, CONTRACTOR SHALL BE RESPONSIBLE 12- ALL ELEVATIONS SHOWN REFER TO CITY OF MIAMI DATUM g0
FOR FAMIUARIZING HIMSELF WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY ti °' ;o C4 N
DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. 13- EXISTING ASPHALT PAVEMENT AND DRAINAGE STRUCTURES OUTSIDE LIMITS SHALL REMAIN UNDISTURBED
N N N
5- ALL EXISTING FEATURES BEYOND CONSTRUCTION LIMITS SHALL REMAIN UNDISTURBED 14- SEE ELECTRICAL PLAN FOR RELOCATION OF EXIST ELECTRICAL UNES AND UGHT POLES
UNLESS OTHERWSE NOTED. 15- SAW CUT AND REMOVE ASPHALT AND BASE FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS
6- WHERE NEW CONSTRUCTION (CURBS, PAVEMENTS. ETC.) IS INDICATED TO CONNECT TO THE 16- ANY DAMAGE OR INTERRUPTION OF SERVICE BY THE CONTRACTOR DURING CONSTRUCTION
EXISTING, THE SECTIONS. ELEVATIONS, MATERIALS, ETC. SHALL MATCH THE EXISTING SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. THE OWNER SHALL
CONSTRUCTION. UNLESS NOTED OTHERWISE ON PLANS. HAVE THE OPTION TO HIRE A SUBCONTRACTOR AND BILL THE CONTRACTOR FOR SAID REPAIRS.
17- SEE LANDSCAPING PLANS FOR REMOVAL do RELOCATION OF EXISTING TREES.
7- CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING ALL EXISTING MANHOLE AND INLET 18- REMOVE ALL UNDERGROUND STRUCTURES AND PIPES AND FILL VOIDS MATH SELECT LIME ROCK FILL,
COVERS, VALVE BOXES. BLOW -OFF RISERS. ETC. TO NEW ELEVATIONS, AS REQUIRED.
WHETHER SPECIFICALLY SHOWN ON PLANS OR NOT.
' e
PAVING AND GRADING PLAN
SCALE 1 " =10'
ti
Reviewing
Signature:
E�
I
I
�p
do
I
I
I
I
spa
Z
12 ° Z
ngr:
ate: C FILTER INV. EL 7.00 m
-- C GROUT SEE TE 4
18" PE W m
In
• N
1 BALLAST f TRENCH BOTTOM
*4, PEN J01 ROCK TRENCH CT Fl 5' -0"
M�l Ell
NOTE TO CONTRACTOR: TRANSVERSE SECTION
IN AREAS WHERE THERE ARE ELECT FILL
ST�& Tl l�)FABRIC EXISTING
F THE TRENCH, USE ADEQUATE OVERLAP 1' MIN PLASTIC FILTER FABRIC
METHODS TO ENSURE THAT THE
LONGITUDINAL SECTION WAS OF THE TRENCH ARE °z
MAINTAINED AS VERTICAL AS
O 3 POSSIBLE. 0 F
NOTES: o CD a
W m 3 > 18' PIPE
U O�
1. PLASTIC FILTER FABRIC (AT EA. SIDE) SHALL BE USED IN SANDY AREAS AS NOTED w m w (BALLAST OR STEEPER
ON PLANS AND /OR AS DIRECTED BY THE ENGINEER. 115 10 ROCK
2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE 15' -0" BELOW EXISTING
GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE LA
3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT 5' -0' FILTEER R
FABRIC
SHALL BE CAREFULLY WASHED DOWN NTH CLEAN WATER IN ORDER TO
ALLOW FOR INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE NOTE:
PLACE, ADDITIONAL BALLAST ROCK WALL BE ADDED TO RESTORE THE MAY BE USED IN AREAS WHERE TRENCH
BALLAST ROCK TO THE PROPER ELEVATION, SO THAT THE EXFlLTRATION WALLS WILL NOT STAND VERTICAL, OR
TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS. WHERE CAVE IN BELOW THE WATER
1 4. INVERT ELEVATION TO BE AS SHOWN IN W.C. 2.5(AVG. OCTOBER GROUND WATER LEVEL) TABLE IS LIKELY TO OCCUR TO BE
USED AT THE ENGINEER'S DISCRETION.
ALT. TRANS, SECTION
FRENCH DRAIN DETAIL
NOT TO SCALE
JCHAS & ASSOCIATES, F
ARCHITECTURE PLANNING INTERIOR
4361 S.W. 11 TH STREET
Miami, Florida 33146
TEL: (305) 989 3149
FAX: (305) 4471501
JACHASTANET C aolmom
A R 0 0 1 2 6 1
OWNERS:
PALMS OF SUNSET J.V.
5835 Blue Lagoon Drive, Suite 200
Miami, Florida 33126
T 786.275.8480
F 786.275.8474
CONSULTANTS:
CIVIL ENGINEER
Rodolfo Ibarra PE PA
10300 Sunset Drive # 275f
Miami Fla 33173\
Tel 305 -273 -1830
Fax 305 -598 -1059 =
PE 45901 - = •' -.. ,�
4 •� A
v
fW
v /
w
0 U M
r
cr CO
0
ti 0
Q LL
V1W `6a
0 co
LO
0
0�
CL
i
DATE:
10 -30 -03
REVISIONS:
PROJECT No.
03 -060
DRAWN BY:
CHECKED BY:
JC
SCALE:
AS SHOWN
SHEET No.
C-2
PLAN
5'-0" MIN.
Rnv
U4• PER FT. SLOPE LINE
I
SECTION "A -A"
1/4" �r1/8"
1112'
T/2"R MrR
112" PREMOLDED
EXPANSION JOINT
TYPE "A" TYPE "B" MATERIAL TYPE MCN
(OPEN TYPE JOINTS) (SAWED JOINTS) (EXPANSION JOINTS)
SIDEWALK JOINTS
SIDEWALK CONSTRUCTION
NOT TO SCALE
�■■■■■■■i■ ■■■■■Rm>r�st�■1 PERFORATED CMP PIPE. JOINTS SELECT FILL PLASTIC FILTER FABRIC
ARE TO BE BANDED, BUT NO GASKET
iinmommmmmmmmip,4 1�_ CATCH BASIN
Flo EWA
FA
� 133.85 h y Oh e
NOTES
1- CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES NOTIFICATION CENTER 8- IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPUCABLE CODES AND a N
UJLC.LL AT 1 -800 432 -4770 PRIOR TO COMMENCING AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND
ANY DIGGING TO VERIFY THE EXACT LOCATION OF EXISTING UTIUTIES. APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ° 4
BrGMm
2- EXISTING UTIU71ES ARE PLOTTED FROM BEST AVAILABLE INFORMATION. CONTACT N
UTILITY AGENCIES BEFORE CONSTRUCTION IS STARTED TO VERIFY LOCATION AND DEPTH 9- MONUMENTS OR PROPERTY LINE MARKERS LOCATED WITHIN THE LIMITS OF CONSTRUCTION
OF UNDERGROUND UTIUTIES. SHALL NOT BE DISTURBED. S
Z D5 3
3- IT SHAD_ BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UNDERGROUND 10- WHERE NEW PAVEMENT IS TO MEET EXISTING PAVEMENT, ALL EDGES OF EXISTING m
FACILITIES PRIOR TO THE START OF CONSTRUCTION AND COORDINATE WITH THE PAVEMENT ARE TO BE SAW -CUT.
VARIOUS UTILITY AGENCIES TO RELOCATE, BYPASS OR OTHERWISE ENSURE THAT UTILITY °
SERVICES WILL NOT BE INTERRUPTED DURING CONSTRUCTION. 11- AFTER REMOVAL, DEMOLISHED ASPHALTIC CONCRETE SURFACES, CONCRETE SIDEWALKS ~°
AND GUTTERS OR ANY OTHER UNSUITABLE OR UNNECESSARY MATERIALS Y
4- EXISTING GRADES WERE TAKEN FROM AVAILABLE DATA AND MAY NOT SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER.
ACCURATELY REFLECT PRESENT CONDITIONS, CONTRACTOR SHALL BE RESPONSIBLE 12- ALL ELEVATIONS SHOWN REFER TO CITY OF MIAMI DATUM g0
FOR FAMIUARIZING HIMSELF WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY ti °' ;o C4 N
DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. 13- EXISTING ASPHALT PAVEMENT AND DRAINAGE STRUCTURES OUTSIDE LIMITS SHALL REMAIN UNDISTURBED
N N N
5- ALL EXISTING FEATURES BEYOND CONSTRUCTION LIMITS SHALL REMAIN UNDISTURBED 14- SEE ELECTRICAL PLAN FOR RELOCATION OF EXIST ELECTRICAL UNES AND UGHT POLES
UNLESS OTHERWSE NOTED. 15- SAW CUT AND REMOVE ASPHALT AND BASE FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS
6- WHERE NEW CONSTRUCTION (CURBS, PAVEMENTS. ETC.) IS INDICATED TO CONNECT TO THE 16- ANY DAMAGE OR INTERRUPTION OF SERVICE BY THE CONTRACTOR DURING CONSTRUCTION
EXISTING, THE SECTIONS. ELEVATIONS, MATERIALS, ETC. SHALL MATCH THE EXISTING SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. THE OWNER SHALL
CONSTRUCTION. UNLESS NOTED OTHERWISE ON PLANS. HAVE THE OPTION TO HIRE A SUBCONTRACTOR AND BILL THE CONTRACTOR FOR SAID REPAIRS.
17- SEE LANDSCAPING PLANS FOR REMOVAL do RELOCATION OF EXISTING TREES.
7- CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING ALL EXISTING MANHOLE AND INLET 18- REMOVE ALL UNDERGROUND STRUCTURES AND PIPES AND FILL VOIDS MATH SELECT LIME ROCK FILL,
COVERS, VALVE BOXES. BLOW -OFF RISERS. ETC. TO NEW ELEVATIONS, AS REQUIRED.
WHETHER SPECIFICALLY SHOWN ON PLANS OR NOT.
' e
PAVING AND GRADING PLAN
SCALE 1 " =10'
ti
Reviewing
Signature:
E�
I
I
�p
do
I
I
I
I
spa
Z
12 ° Z
ngr:
ate: C FILTER INV. EL 7.00 m
-- C GROUT SEE TE 4
18" PE W m
In
• N
1 BALLAST f TRENCH BOTTOM
*4, PEN J01 ROCK TRENCH CT Fl 5' -0"
M�l Ell
NOTE TO CONTRACTOR: TRANSVERSE SECTION
IN AREAS WHERE THERE ARE ELECT FILL
ST�& Tl l�)FABRIC EXISTING
F THE TRENCH, USE ADEQUATE OVERLAP 1' MIN PLASTIC FILTER FABRIC
METHODS TO ENSURE THAT THE
LONGITUDINAL SECTION WAS OF THE TRENCH ARE °z
MAINTAINED AS VERTICAL AS
O 3 POSSIBLE. 0 F
NOTES: o CD a
W m 3 > 18' PIPE
U O�
1. PLASTIC FILTER FABRIC (AT EA. SIDE) SHALL BE USED IN SANDY AREAS AS NOTED w m w (BALLAST OR STEEPER
ON PLANS AND /OR AS DIRECTED BY THE ENGINEER. 115 10 ROCK
2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE 15' -0" BELOW EXISTING
GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE LA
3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT 5' -0' FILTEER R
FABRIC
SHALL BE CAREFULLY WASHED DOWN NTH CLEAN WATER IN ORDER TO
ALLOW FOR INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE NOTE:
PLACE, ADDITIONAL BALLAST ROCK WALL BE ADDED TO RESTORE THE MAY BE USED IN AREAS WHERE TRENCH
BALLAST ROCK TO THE PROPER ELEVATION, SO THAT THE EXFlLTRATION WALLS WILL NOT STAND VERTICAL, OR
TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS. WHERE CAVE IN BELOW THE WATER
1 4. INVERT ELEVATION TO BE AS SHOWN IN W.C. 2.5(AVG. OCTOBER GROUND WATER LEVEL) TABLE IS LIKELY TO OCCUR TO BE
USED AT THE ENGINEER'S DISCRETION.
ALT. TRANS, SECTION
FRENCH DRAIN DETAIL
NOT TO SCALE
JCHAS & ASSOCIATES, F
ARCHITECTURE PLANNING INTERIOR
4361 S.W. 11 TH STREET
Miami, Florida 33146
TEL: (305) 989 3149
FAX: (305) 4471501
JACHASTANET C aolmom
A R 0 0 1 2 6 1
OWNERS:
PALMS OF SUNSET J.V.
5835 Blue Lagoon Drive, Suite 200
Miami, Florida 33126
T 786.275.8480
F 786.275.8474
CONSULTANTS:
CIVIL ENGINEER
Rodolfo Ibarra PE PA
10300 Sunset Drive # 275f
Miami Fla 33173\
Tel 305 -273 -1830
Fax 305 -598 -1059 =
PE 45901 - = •' -.. ,�
4 •� A
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DATE:
10 -30 -03
REVISIONS:
PROJECT No.
03 -060
DRAWN BY:
CHECKED BY:
JC
SCALE:
AS SHOWN
SHEET No.
C-2
COVERS, VALVE BOXES. BLOW -OFF RISERS. ETC. TO NEW ELEVATIONS, AS REQUIRED.
WHETHER SPECIFICALLY SHOWN ON PLANS OR NOT.
' e
PAVING AND GRADING PLAN
SCALE 1 " =10'
ti
Reviewing
Signature:
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spa
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12 ° Z
ngr:
ate: C FILTER INV. EL 7.00 m
-- C GROUT SEE TE 4
18" PE W m
In
• N
1 BALLAST f TRENCH BOTTOM
*4, PEN J01 ROCK TRENCH CT Fl 5' -0"
M�l Ell
NOTE TO CONTRACTOR: TRANSVERSE SECTION
IN AREAS WHERE THERE ARE ELECT FILL
ST�& Tl l�)FABRIC EXISTING
F THE TRENCH, USE ADEQUATE OVERLAP 1' MIN PLASTIC FILTER FABRIC
METHODS TO ENSURE THAT THE
LONGITUDINAL SECTION WAS OF THE TRENCH ARE °z
MAINTAINED AS VERTICAL AS
O 3 POSSIBLE. 0 F
NOTES: o CD a
W m 3 > 18' PIPE
U O�
1. PLASTIC FILTER FABRIC (AT EA. SIDE) SHALL BE USED IN SANDY AREAS AS NOTED w m w (BALLAST OR STEEPER
ON PLANS AND /OR AS DIRECTED BY THE ENGINEER. 115 10 ROCK
2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE 15' -0" BELOW EXISTING
GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE LA
3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT 5' -0' FILTEER R
FABRIC
SHALL BE CAREFULLY WASHED DOWN NTH CLEAN WATER IN ORDER TO
ALLOW FOR INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE NOTE:
PLACE, ADDITIONAL BALLAST ROCK WALL BE ADDED TO RESTORE THE MAY BE USED IN AREAS WHERE TRENCH
BALLAST ROCK TO THE PROPER ELEVATION, SO THAT THE EXFlLTRATION WALLS WILL NOT STAND VERTICAL, OR
TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS. WHERE CAVE IN BELOW THE WATER
1 4. INVERT ELEVATION TO BE AS SHOWN IN W.C. 2.5(AVG. OCTOBER GROUND WATER LEVEL) TABLE IS LIKELY TO OCCUR TO BE
USED AT THE ENGINEER'S DISCRETION.
ALT. TRANS, SECTION
FRENCH DRAIN DETAIL
NOT TO SCALE
JCHAS & ASSOCIATES, F
ARCHITECTURE PLANNING INTERIOR
4361 S.W. 11 TH STREET
Miami, Florida 33146
TEL: (305) 989 3149
FAX: (305) 4471501
JACHASTANET C aolmom
A R 0 0 1 2 6 1
OWNERS:
PALMS OF SUNSET J.V.
5835 Blue Lagoon Drive, Suite 200
Miami, Florida 33126
T 786.275.8480
F 786.275.8474
CONSULTANTS:
CIVIL ENGINEER
Rodolfo Ibarra PE PA
10300 Sunset Drive # 275f
Miami Fla 33173\
Tel 305 -273 -1830
Fax 305 -598 -1059 =
PE 45901 - = •' -.. ,�
4 •� A
v
fW
v /
w
0 U M
r
cr CO
0
ti 0
Q LL
V1W `6a
0 co
LO
0
0�
CL
i
DATE:
10 -30 -03
REVISIONS:
PROJECT No.
03 -060
DRAWN BY:
CHECKED BY:
JC
SCALE:
AS SHOWN
SHEET No.
C-2
JCHAS & ASSOCIATES, F
ARCHITECTURE PLANNING INTERIOR
4361 S.W. 11 TH STREET
Miami, Florida 33146
TEL: (305) 989 3149
FAX: (305) 4471501
JACHASTANET C aolmom
A R 0 0 1 2 6 1
OWNERS:
PALMS OF SUNSET J.V.
5835 Blue Lagoon Drive, Suite 200
Miami, Florida 33126
T 786.275.8480
F 786.275.8474
CONSULTANTS:
CIVIL ENGINEER
Rodolfo Ibarra PE PA
10300 Sunset Drive # 275f
Miami Fla 33173\
Tel 305 -273 -1830
Fax 305 -598 -1059 =
PE 45901 - = •' -.. ,�
4 •� A
v
fW
v /
w
0 U M
r
cr CO
0
ti 0
Q LL
V1W `6a
0 co
LO
0
0�
CL
i
DATE:
10 -30 -03
REVISIONS:
PROJECT No.
03 -060
DRAWN BY:
CHECKED BY:
JC
SCALE:
AS SHOWN
SHEET No.
C-2
SHEET No.
C-2