HomeMy WebLinkAboutExhibit24•
FR.ALEMAN
& Associates, Inc.
CONSULTING ENGINEERS & SURVEYORS
10305 NW 41 Street, Suite 200
Miami, Florida 33178
TEL: (305) 591-8777
FAX: (305) 599-8749
TEST HOLE SUMMARY
FRA PROJECT No.: 1972-Wo 1
**Ail Measurements Are In Tenths **
JOB NAME: FLAGAMI/WEST END PHASE II
JOB LOCATION: Same as Above
FRA PROJECT MANAGER: Mr. D.M. Stanton
TH
UTILITY
COVER
COMMENTS
1
TEL./ DUCT-
SYSTEM
2.00'
SEE FORM
1A
FOC`./S M
S2
5.35'
SEE FORM
FOC./
SDEM
9.20'
SEE FORM
3
STORM
4.40'
SEE FORM
4
TEL,/ DUCT-
SYSTEM
7.20'
SEE FORM
5
FORCE MAIN
3.50'
SEE FORM
6
FOC
2.27'
SEE FORM
7
WATER
4.20'
SEE FORM
B
STORM
4.10'
SEE FORM
9
WATER
4.70'
SEE FORM
9A
TESYSTEM
455'
SEE FORM
10
FORCE MAIN
5.45'
SEE FORM
11
FCM
SYSTE11A
2.90'
SEE FORM
TELEPHONE
3.00'
SEE FORM
12
WATER
4.00'
SEE FORM
13M
SYSTE
3.15'
SEE FORM
Page 1 of 2
ZMVacvu Einva.ion\Avjav11972,Swmirkt\Wol 09-19-06.doc
CONSULTING ENGINEERS & SURVEYORS
www.FR-Aleman.com
Email: dstanton@FR-Aleman.com
Miami - Orlando - Tampa - Jacksonville - Tallahassee
•
•
TH
uTILTiY
COVER
COMMENTS
14
TELY/STDEM
S15
2.55'
SEE FORM
TEL./ DUCT-
SYSTEM
4.35'
SEE FORM
16
TEL./ DUCT
SYSTEM
3.55'
SEE FORM
16A
WATER
2.65'
SEE FORM
17
ELECT./ DUCT-
SYSTEM
5.40'
SEE FORM
18 SYSTEM
5.80'
SEE FORM
19
T ELESYS/TEDM
6.56'
SEE FORM
20
F/STDEM
SY21
6.30'
SEE FORM
WATER
4.75'
SEE FORM
21A
TEL/ DUCT
SYSTEM
1.20'
SEE FORM
21B
TELEPHONE
3.00'
SEE FORM
22
WATER
4.90'
SEE FORM
FOC23•/ DUCT-
SYSTEM
2.40'
SEE FORM
24
FOC./ DUCT-
SYSTEM
3.05'
SEE FORM
FOC25 '/ DUCT
SYSTEM
2.90'
SEE FORM
26
GAS
2.83'
SEE FORM
27
WATER
3.80'
SEE FORM
Page 2 of 2
z-w., ExavaaioatPrgocuV 9721Suarouio\Wol 09-19-06.doc
Miami - Orlando - Tampa - Jacksonville - Tallahassee
F.Z,ALEMAN
& Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SLATE 200
MIAMI, FL 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1972 Wo1
TEST HOLE # : 01
FRA P.M, : D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL
FDOT JOB # : N/A WORK ORDER # : 01
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: DUCT —SYSTEM
MATERIAL AS FOUND: 01 CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
PAVEMENT CONDITION: GOOD FAIR POOR N/A
SOIL CONDITIONS:
SHEET OF : N/A
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
PROPOSED : DRAINAGE
COVER ESTAB. BY: JULIO FORM CHECKED BY: (.MART'
SIZE AS FOUND: ((I) 4"PVC
U)2"CABLE
UTILITY CONDI110N: GOOD FAIR POOR N/A
SIZE AS EXPECTED: UNK
FORM BY: JULIO
ASSISTED BY: FELIX—JOSE
NUMBER OF HOLES: 1 TODAYS DATE: 09/11/05
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
COVER T
COVER eo>TCR)
4-PVC
2"CABL£
±48- 1
PHA!
rAoac
INSTALLED:
AT:
PK HUB&TACI< STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 7:50 AM
STATION: —
OFFSET: —
SAN
MH
J
m
Z
STOP
SIGN
SW 4 ST
E.B.L.
/
GRASS
FOC
BOX
N
FZ.ALEMAN
do Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL. 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1972 Wol
TEST HOLE tt: 01A
FRA P.M.: O.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
FDOT JOB # : N/A
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FOC
LOCATED UTIUTY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FOC/DUCT—SYSTEM
MATERIAL AS FOUND: DI CI STL w/sTL VCPX RCP TILE DUCT
PLA T_COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK 0B CABLE N/A
OTHER:
WORK ORDER # : 01
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK GIRT
PAVEMENT CONDITION: GOOD FAIR POOR N/A
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SOIL CONDITIONS:
SHEET OF : N/A
PROPOSED : DRAINAGE
COVER ESTAB. BY: JULIO FORM CHECKED BY: I.MARTI
SIZE AS FOUND: (4)1 1/2" SIZE AS EXPECTED: UNK
UTILITY CONDITION: GOOD FAIR POOR N/A
RIBBON INSTALLED:
FORM BY: JULIO
ASSISTED BY: FELIX-JOSE
RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
%NOTH
1 t10" 1
PV 4T.
3'
FAMHG
NUMBER OF HOLES: 1 TODAYS DATE: 09/11/06
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 9:40 AM
STATION: —
OFFSET: —
SAN
MH
c�
71?p.
S
$TOP
SIGN
SW 4 ST
E.B.L.
FOC
BOX
GRASS
N
F ,ALEMAN
& Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL. 33178
TELEPHONE (305) 591 8777
FAX (305)599 8749
VACUUM TEST HOLE REPORT
FRA JOB #t 1972 Wol
TEST HOLE #: 02
FRA P.M. D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
FDOT JOB # : N/A
WORK ORDER#: 01
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FOC MCl/ DUCT -SYSTEM
LOCATED UTILITY:
OTHER:
GAS WATER ELE. TEL SAN F.M. STORM
FOC MCl/ DUCT -SYSTEM
MATERIAL AS FOUND:
OTHER:
DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
SIZE AS FOUND: (5)1 1/2"
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
PAVEMENT CONDITION: G000 . FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID -ROCK
SHEET OF : N/A
PROPOSED DRAINAGE
SIZE AS EXPECTED: UNK
UTIUTY CONDITION:
COVER ESTA8. BY: T.DIAZ
FORM BY: T.DIAZ
GOOD FAIR POOR N/A
RIBBON INSTALLED: RED BLUE YELLOW ORANGE
PINK N/A WHITE
GREEN
MOTH
I ±20" I
FORM CHECKED BY: I.MAR11
ASSISTED 8Y: MIGUEL-ALEX
NUMBER OF HOLES: 2 TODAY'S DATE: 09/11/06
INSTALLED:
AT:
PK HU8&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E W S N
SURVEY PIN LOCATED 8Y: Other Surveyors
NOTES:
TIME: 2:00 PM
STATION: -
N
FACE OF CURB
STORM
MH
STORM
MHO
7.80'
GRASS
"- MCI
i \N. 1
TSTOP
SIGN
OFFSET: -
-X-
SW 4 ST
W.B.L.
•
W FLAGLER ST
E.B.L.
FZ,ALEMAN
CAs9°`I°tom Inc. VACUUM TEST HOLE REPORT FRA JOB #: 1972 Wol
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200 TEST HOLE # = 03
MIAMI, FL. 33178
TELEPHONE (305) 591 8777
FAX (305)599 8749 FRA P.M.: D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
FDOT JOB # : N/A WORK ORDER it: 01
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
MATERIAL AS FOUND: 01 CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK D8 CABLE N/A
OTHER:
PAVEMENT TYPE:
OTHER:
NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
GRASS SIDEWALK DIRT
PAVEMENT CONDITION: GOOD FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID -ROCK
SHEET OF : N/A PROPOSED : DRAINAGE
COVER ESTAB. BY: JULIO FORM CHECKED BY: I.MARTI
SIZE AS FOUND: (1) 48" SIZE AS EXPECTED: (1) 48"
UTIUTY CONDITION: GOOD FAIR POOR N/A
RIBBON INSTALLED:
FORM BY: JULIO ASSISTED BY: FEUX-JOSE-ALEX
RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
ELEV SURVEY Pk
r-
amm
TOP
1 4.40'
IZEEY.
COVER_
8.40'
PWT.
3"
9!0-PVMT
L N/A]
6"W.M.
48-STM
wom
t48"
rAar+c
E
NUMBER OF HOLES: 1 TODAY'S DATE: 00/13/06
INSTALLED:
AT:
PK NUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E WSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
ALSO FOUND 1-6"W.M. GOING NORTH ON TOP OF STM
TOP COVER 3.55'. BOTTOM COVER 4.05'
TIME: 7:55 AM
STATION: - OFFSET: -
SIDEWALK
0
0
WM
VALVE
GRASS
SEWER
VALVE
25.80' STORM
MH
F�.ALEMAN
do Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1972 Wo)
TEST HOLE # : 04
FRA P.M.: D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
FDOT JOB #: N/A
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: DUCT —SYSTEM
LOCATED UTILITY:
OTHER:
GAS WATER ELE. TEL SAN F.M. STORM
DUCT —SYSTEM
MATERIAL AS FOUND:
OTHER:
WORK ORDER#: 01
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
PAVEMENT CONDITION: GOOD FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
01 CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR SHEET OF : N/A
SMOOTH POUR PVC UNK DB CABLE N/A —
COVER ESTAB. BY: T.OIAZ
PROPOSED : DRAINAGE
SIZE AS FOUND: (6) 4"
SIZE AS EXPECTED: (6) 4"
UTILITY CONDITION:
GOOD FAIR POOR N/A
RIBBON INSTALLED:
FORM BY: T.DJAZ
FORM CHECKED BY: I.MARTI
ASSISTED BY: MIGUEL—ALEX
NUMBER OF HOLES: 2 TODAY'S DATE: 09/11/06
RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
±32"
FACING
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E WSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
UNABLE TO SEE BST. DUCT DUE TO WATER
BUT VERIFIED WITH AIRLANCE
TIME: 7:55 AM
STATION: —
OFFSET: —
u)
co
z
J
z
STORM
MH
C
NW 2 ST
E. B. L.
5.60' � - 16.90'
GRASS
BST
BST
0
N
1FZ.ALEMAN
& Associotes Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL. 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB m 1972 Wo1
TEST HOLE # : 05
FRA P.M.: D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
FDOT JOB #: N/A WORK ORDER#: 01
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FORCE MAIN
LOCATED UTIUTY:
OTHER:
GAS WATER ELE. TEL SAN F.M. STORM
FORCE MAIN
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP 11LE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
PAVEMENT TYPE:
OTHER:
NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
GRASS SIDEWALK DIRT
PAVEMENT CONDITION: GOOD FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOUD—ROCK
SHEET OF : N/A PROPOSED : DRAINAGE
COVER ESTAB. BY: JULIO FORM CHECKED BY: I.MARTI
SIZE AS FOUND: (I) 60" SIZE AS EXPECTED: (I) 60"
FORM BY: JULIO ASSISTED BY: FEUX—JOSE
UTIUTY CONDITION: GOOD FAIR POOR N/A
NUMBER OF HOLES: 1 TODAYS DATE: 09/11/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
REV SURVEY PM
—
oDvEs
3.50'
coV£A Borro+)
8.50'
PAIL
*60'.
FACING
w
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CMS BOX
CROWN EDGE OF UTILITY: EWSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 10.50 AM
STATION: — OFFSET: —
N
GRASS
C.B.
SIDEWALK
FRONT OF SIDEWALK
0% /
SAN / NW 2 ST
MH0,/
W.B.L.
4R.ALEMAN
do Associates._Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET. SUITE 200
MIAMI. FL. 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB Th 1972 Wo1
TEST HOLE it : 06
FRA P.M.: O.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL
FDOT JOB # : N/A
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FOC ATT
WORK ORDER#: 01
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FOC ATT
PAVEMENT CONDITION: GOOD FAIR POOR N/A
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
SIZE AS FOUND: (I) 24"X24" SIZE AS EXPECTED: UNK
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOUD—ROCK
SHEET OF : N/A
PROPOSED : DRAINAGE
COVER ESTAB. BY: T.DIAZ
FORM CHECKED BY: I.MARTI
FORM BY: T.DIAZ
ASSISTED BY: MIGUEL—ALEX
UTILITY CONDITION: GOOD FAIR POOR N/A
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
EOv.-(wrrcL)
wont
L ±24"
FACING
E
NUMBER OF HOLES: 1 TODAY'S DATE: 09/11/06
INSTALLED: PK HUB&TACK STL PIN CHISX CHIS BOX
AT: CROWN EDGE OF UTILITY: E WSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
DUG HOLE ON GRASS BUT INSTALLED PK. ON ASPHALT
AND UNABLE TO SEE UTILITY DUE TO CONCRETE.
TIME: 9:10 AM
STATION: —
OFFSET: —
STORM
MH
tri
z
\"'
STOP
SIGN
NW 4 ST
E.B.L.
STORM
� MH
GRASS
N
FR LEMAN
do Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL. 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB tE: 1972 Wol
TEST HOLE # ( 07
FRA P.M. c D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
FDOT JOB # : N/A
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
WORK ORDER#: 01
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
LOCATED UTIUTY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
PAVEMENT CONDITION: GOOD FAIR POOR N/A
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV, ROUGH POUR
SMOOTH POUR PVC UNK D8 CABLE N/A
OTHER:
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A
PROPOSED : DRAINAGE
COVER ESTAB. BY: T.DIAZ FORM CHECKED BY: I.MARTI
SIZE AS FOUND: (1) 20" SIZE AS EXPECTED: (I) 20"
UTILITY CONDITION: GOOD FAIR POOR N/A
FORM 8Y: T.DIAZ
ASSISTED BY: MIGUEL—ALEX
NUMBER OF HOLES: 1 TODAY'S DATE: 09/11/06
RIBBON INSTALLED: RED BLUE YELLOW
PINK N/A WHITE
ORANGE GREEN
N OMM
±20"
rAaNc
E
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTIUTY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 11:00 AM
STATION: —
OFFSET: —
STORM 4}.10 r
MH
Wt
in
(0
z,
—
0
z
STOP
SIGN
TAMIAMI CANAL RD.
GRASS
E. B. L.
8.15'
STORM
MH
N
FZ.ALEMAN
do Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI. FL. 33178
TELEPHONE (305) 591 8777
FAX (305)599 8749
VACUUM TEST HOLE REPORT
FRA JOB it: 1972 Wo1
TEST HOLE # : 08
FRA P.M.: D.M. STANTON'
PROJECT NAME: FLAGAMI/WEST END PHASE II
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
FDOT JOB #: N/A WORK ORDER#: 01
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
LOCATED UTILITY:
OTHER:
GAS WATER ELE. TEL SAN F.M. STORM
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
PAVEMENT TYPE:
OTHER:
NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
GRASS SIDEWALK DIRT
PAVEMENT CONDITION: (',DOD FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOUD—ROCK
SHEET OF : N/A PROPOSED : DRAINAGE
COVER [STAG. BY: JUUO FORM CHECKED BY: I.MARTI
SIZE AS FOUND: (I) 48" SIZE AS EXPECTED: (I) 48"
UTILITY CONDITION: GOOD FAIR POOR N/A
FORM BY: JULIO ASSISTED BY: FELIX—JOSE—ALEX
NUMBER OF HOLES: 1 TODAY'S DATE: 09/13/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
eorroM)
8.10'
Zorrolo
worn
I ±48-
FACING
IE
INSTALLED:
AT:
•
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E W 5 N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 9:00 AM
STATION: — OFFSET: —
N
nm
VALVE
STORM
MH 39.90'
SIDEWALK
FPL
POLE
h1DCS
.
W FLAGLER ST
E.B.L.
F .ALEMAN
& Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL. 33178
TELEPHONE (305) 591 8777
FAX (305)599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1972 Wo1
TEST HOLE # : 09
FRA P.M.: D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
FOOT JOB # : N/A
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
LOCATED UTILITY:
OTHER:
GAS WATER ELE. TEL SAN F.M. STORM
WORK ORDER #: 01
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
PAVEMENT CONDITION: GOOD FAIR POOR N/A
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
SOIL CONDITIONS:
SHEET OF : N/A
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
PROPOSED : DRAINAGE
COVER ESTAB. BY: JULIO FORM CHECKED BY: LMARTI
SIZE AS FOUND: (1) 8" SIZE AS EXPECTED: (I) 8"
FORM BY: JUDO
UTILITY CONDITION: GOOD FAIR POOR N/A
RIBBON INSTALLED:
ELE SUR
COLER TGP
L4.70'
ASSISTED BY: FELIX—JOSE
NUMBER OF HOLES: 1 TODAY'S DATE: 09/12/06
RED BLUE YELLOW ORANGE GREEN
PINK Tr/A— WHITE
cows sorrow)
5.37'
PWL
won+
±8"
FACING
E
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E W -S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 7.50 AM
STATION: —
OFFSET: —
SAN
MH
I \\
co
log
004
PP
NW 2 ST.
E.B.L.
N
\ GRASS
NoLIGHT
POLE
SIDEWALK
R.ALEMAN
CONSULTING9�TIGINEERS FRA JOB #: 1972 Wol
10305 NW 41 STREET, SUITE zoo VACUUM TEST HOLE REPORT
MIAMI, FL. 33178 TEST HOLE 09A
TFI F {HONE (305) 591 8777
FAX 305 99 749 FRA P.M. D.M. STANTON
PROJECT NAME FLAGAMI/WEST END PHASE II
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
FOOT JOB #: N/A WORK ORDER # : 01
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: DUCT —SYSTEM
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: DUCT —SYSTEM
MATERIAL AS FOUND: DI a STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
SIZE AS FOUND: (4) 4"
UTILITY CONDITION:
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
PAVEMENT CONDITION: GOOD FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A PROPOSED : DRAINAGE
COVER ESTAB. BY: T.DIAZ FORM CHECKED BY: I.MAR11
SIZE AS EXPECTED: UNK
GOOD FAIR POOR N/A
FORM BY: T.DIAZ ASSISTED BY: FELIX—JOSE
NUMBER OF HOLES: 1
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
COVER TOP
4.55'
COVER (BOTTOu)
6.00'
mem0f`
%%% er:/e.
% r.
11.113714
±16-
N/A
N/A
FACING
TODAY'S. DATE: 09/11/06
INSTALLED: PK HUB&TACK STL PIN CHISX CHIS BOX
AT: CROWN EDGE OF -UTILITY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME 9:10 AM
STATION: —
OFFSET: —
N
wJ
Q
M CD
� z
SAN
MH
NW 2 ST.
E.B.L.
\ 's
\ vo.
\ l
GRASS
LIGHT
POLE
SIDEWALK
R.ALEMAN
CONSULTINGENGINEERSVACUUM TEST HOLE REPORT FRA JOB #: 1972 Wa1
10305 NW 41 STREET, SUITE 200 TEST HOLE # : 10
MIAMI. FL. 33178
TELEPHONE ((305) 591 8777
FAX 305 599 8749 FRA P.M.: D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
FDOT JOB #: N/A WORK ORDER#: 01
LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FORCE MAIN
LOCATED UTILITY:
OTHER:
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
GAS WATER ELE. TEL SAN F.M. STORM
FORCE MAIN
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
PAVEMENT CONDITION: GOOD FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A PROPOSED : DRAINAGE
COVER ESTAB. BY: JULIO FORM CHECKED BY: LMARTI
SIZE AS FOUND: (I) 54" SIZE AS EXPECTED: (1) 54"
UTILITY CONDITION:
FORM BY: JULIO ASSISTED BY: FELIX—JOSE
GOOD FAIR POOR N/A
RIBBON INSTALLED:
ELEV SU
NUMBER OF HOLES: 1 TODAY'S DATE: 09/12/06
RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
wtDTH
±54"
PAT.
3"
FACING
INSTALLED:
AT:
PK HUH/TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 10:00 AM
STATION: — OFFSET: —
GRASS
C.O.
43 90'
O,
/
w/
Q J n SAN
CD a �JMH
Z / A)) /
/
/
/ NW 3 ST
;1111H -...
E.B.L.
GRASS
4FR.ALEMAN
& Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL. 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB 4: 1972 Wo1
TEST HOLE # : 11
FRA P.M.: D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
FDOT JOB is N/A
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: %FOC/DUCT—SYSTEM
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FOC/DUCT—SYSTEM
WORK ORDER#: 01
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
PAVEMENT CONDITION: GOOD FAIR POOR N/A
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK OB CABLE N/A
OTHER:
SIZE AS FOUND: (1) 24"X24" SIZE AS EXPECTED: UNK
SOIL CONDITIONS:
HARD SOFT WET MOIST ORY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A
PROPOSED : DRAINAGE
COVER ESTAB. BY: JULIO FORM CHECKED BY: WART!
FORM BY: JULIO
ASSISTED BY: FEUX—ALEX
UTILITY CONDITION: GOOD FAIR POOR N/A
NUMBER OF HOLES: 1 TODAY'S DATE: 09/13/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
PWT:
N/A
FAONG
E
INSTALLED:
.AT:
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 2:00 PM
STATION: —
OFFSET: —
w
(D
Z1
a
Z
19 ��
STOP
SIGN
R
TAMIAMI CANAL RD.
E.B.L.
EDGE OF PAVEMENT
of
OI
vi
GRASS
'8{
N
FRONT OF SIDEWALK
SIDEWALK
F:Z.ALEMAN
& Associates, Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1972 Wo1
TEST HOLE # = 11A
FRA P.M.: D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
FDOT JOB # : N/A WORK ORDER # : 01
LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FOC
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP CALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
SIZE AS FOUND: (1)1"
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
PAVEMENT CONDITION: GOOD FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A PROPOSED : DRAINAGE
COVER ESTAB. BY: JULIO FORM CHECKED BY: LMARTI
SIZE AS EXPECTED: (1)1"
UTILITY CONDITION: GOOD FAIR POOR N/A
FORM BY: JULIO ASSISTED BY: FELIX—JOSE
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
NUMBER OF HOLES: 1 TODAY'S DATE: 09/12/06
IN STALLED:
AT:
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE Of UTILITY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 10:40 AM
STATION: — OFFSET: —
NW 63 AVE
J
co
Z
SAN MH
srop
SIGN
SAN MH ()
Ai /
/
TAMIAMI CANAL RD.
E.B.L. `
\ /
GRASS
N
SIDEWALK
F.2.ALEMAN
& Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL 33178
TELEPHONE (305) 591 8777
FAX (305)599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1972 Wo1
TEST HOLE # : 12
FRA P.M.: O.M. STANTON
PROJECT NAME: FLAGAMI/WEST ENO PHASE II
FDOT JOB # : N/A
LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
LOCATED UTIUTY:
OTHER:
GAS WATER ELE. TEL SAN F.M. STORM
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK D8 CABLE N/A
OTHER:
WORK ORDER # : 01
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
PAVEMENT CONDITION: QOOQ FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A
PROPOSED : DRAINAGE
COVER ESTAB. BY: JUUO FORM CHECKED BY: I.MARTI
SIZE AS FOUND: (I) 20" SIZE AS EXPECTED: (1) 20"
UTILITY CONDITION:
GOOD FAIR POOR N/A
RIBBON INSTALLED:
FORM BY: JULIO
ASSISTED BY: FEUX—JOSE
NUMBER OF HOLES: 1 TODAY'S DATE: 09/12/06
RED BLUE YELLOW ORANGE GREEN
PINK N A WHITE
7-
COVER 4.00'
iaE. tip
co(or)
[5.67'
w
Won,
±20"
5"
sus-PWL
LN/A.J
FACING
E 1
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: EWSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 11:50 AM
STATION: -
OFFSET: -
SAN MH
TAMIAMI CANAL RD.
E.B.L.
N
72
rl
1
FRONT OF SIDEWALK
GRASS
SIDEWALK
//
FZ. ALEMAN
& Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI. FL. 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1972 Wo1
TEST HOLE 4 t 13
FRA P.M.: D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
FDOT JOB # : N/A
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
REQUESTED LOCATE:
OTHER:
GAS WATER ELE. TEL SAN F.M. STORM
FOC/ DUCT —SYSTEM
LOCATED UTL1TY:
OTHER:
GAS WATER ELE. TEL SAN F.M. STORM
FOC/ DUCT —SYSTEM
MATERIAL AS FOUND:
OTHER:
DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
SIZE AS FOUND: (5)1 1/2"
PAVEMENT TYPE:
OTHER:
WORK ORDER#: 01
NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
GRASS SIDEWALK OIRT
PAVEMENT CONDITION: GOOD FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A
PROPOSED : DRAINAGE
COVER ESTAB. BY: T.DIAZ FORM CHECKED BY: LMARTI
SIZE AS EXPECTED: UNK
UTILITY CONDITION:
GOOD FAIR POOR N/A
FORM BY: T.DIAZ
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
ASSISTED BY: MIGUEL—ALEX
NUMBER OF HOLES: 1 TODAYS DATE: 09/11/06
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 1:00 PM
STATION: —
OFFSET: —
SW 6 ST
E.B.L.
EDGE OF PAVEMENT
STOP
SIGN
GRASS
O I 2-1 1/�
Pto
2-1 1/2-PLASTIC
\ FPL
POLE
LA
CD
J
m
N
1
N
ui
Z
413FR.ALEMAN
v do Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1972 Wo1
TEST HOLE # : 14
FRA P.M.: D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
FDOT JOB #: N/A
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: DUCT —SYSTEM
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: DUCT —SYSTEM
MATERIAL AS FOUND: DI q STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
PAVEMENT TYPE:
OTHER:
WORK ORDER # : 01
NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
GRASS SIDEWALK DIRT
PAVEMENT CONDITION: GOOD FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF: N/A
PROPOSED : DRAINAGE
COVER ESTAB. BY: JULIO FORM CHECKED BY: I.MARTI
SIZE AS FOUND: (I) 3/4" (1) 2" SIZE AS EXPECTED: UNK
UTILITY CONDITION: GOOD FAIR POOR N/A
RIBBON INSTALLED:
FORM BY: JULIO
ASSISTED BY: FELIX—JOSE
NUMBER OF HOLES: 1 TODAYS DATE: 09/13/06
RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
1 N
Hsv
amm
2.55'
73...,55;1(e
crow)7
moat.
±12"
N/A
FACING
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CRIS BOX
CROWN EDGE OF UTILITY: E WSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 12:00 PM
STATION: — OFFSET: —
N
w/
Q J
CV m
to Z
(n
EDGE OF PAVEMENT
STORM
MHQ
STORM
MHQ
13.00'
SW 2 ST.
E.B.L.
GRASS
3.90'
FZ.ALEMAN
& Associates Inc.
CONSULTING tNGINE£RS
10305 NW 41 STREET, SUITE 200
MIAMI, FL 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1972 Wo1
TEST HOLE -#+ 15
FRA P.M.: 0.M. STANTON
PROJECT NAME:
FLAGAMI/WEST END PHASE II
FDOT JOB #: N/A WORK ORDER#: 01
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: DUCT —SYSTEM
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: DUCT —SYSTEM
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
PAVEMENT CONDITION: GOOD FAIR POOR N/A,
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A PROPOSED : DRAINAGE
COVER ESTAB. BY: T.DIAZ FORM CHECKED BY: I.MARTI
SIZE AS FOUND: (2) 4" SIZE AS EXPECTEO: (2) 4"
FORM BY: T.DIAZ ASSISTED BY: MIGUEL—ALEX
U11UTY CONDITION: GOOD FAIR POOR N/A
NUMBER OF HOLES: 1 TODAY'S DATE: 09/12/06
RIBBON INSTALLED: REO BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
MOTH
±21 "
FACING
NE
INSTALLED:
AT:
PK NUB&TACK STL PIN CH1SX CHIS BOX
CROWN EDGE OF UTILITY: E WSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 1:00 PM
STATION: — OFFSET: —
NW 2 STREET
E.B.L.
EDGE OF PAVEMENT
GRASS
STREET
LPOLE
82.25'
SIDEWALK
24.40'
WATER
VALVE
_at)
J
CD
Vi
N
4 R.ALEMAN
C Associates, Inc.GIVACUUM TEST HOLE REPORT
CONSULTING ENGINEERS FRA JOB #: 1972 Wo1
10305 NW 41 STREET, SUITE 200 TEST HOLE #: 16
MIAMI, a. 33178
TELFAXPHONE (305)(5 9 5) 5987491 8777
FRA P.M. 3 D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
LOCATE REQUESTED BY; T.Y. LIN INTERNATIONAL
FDOT JOB # : N/A WORK ORDER # : 01
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: DUCT -SYSTEM
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: DUCT -SYSTEM
PAVEMENT CONDITION: GOOD FAIR POOR N/A
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP T1LE DUCT
PIA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID -ROCK
SHEET OF : N/A PROPOSED : DRAINAGE
COVER ESTAB. BY: T.DIAZ
SIZE AS FOUND: (4) 4" (I) UNK SIZE AS EXPECTED: UNK
FORM CHECKED BY: I.MARTI
FORM BY: T.DIAZ ASSISTED BY: MIGUEL-ALEX
UTILITY CONDITION: GOOD FAIR POOR N/A
NUMBER OF HOLES: 1 TODAY'S DATE: 09/12/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
%one
1—t29
MONO
S
INSTALLED: PK HUB&TACK STL PIN CHISX CHIS BOX
AT: CROWN EDGE OF UTILITY: EWSN
•
SURVEY PIN LOCATED 8Y: Other Surveyors
NOTES:
UNABLE TO SEE BST. DUCT DUE TO WATER
BUT VERIFIED TOP AND BOTTOM WITH AIRLANCE
TIME: 7:55 AM
STATION: — OFFSET: -
GRASS
N
F.P.L
CONCRETE POLE
NW 4 ST
W.B.L.
WATER
VALVE
m
vi
SEWER
MH
FZ.ALEMAN
ac Associates, Inc.
CONSULTING ENGINEERS VACUUM TEST HOLE REPORT FRA JOB #: 1972 Wol
10305 NW 41 STREET, SUITE 200 TEST HOLE Is : 16A
MIAMI, FL. 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749 FRA P.M. D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
FDOT J08 # : N/A WORK ORDER ## : 01
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
PAVEMENT CONDITION: GOOD FAIR POOR N/A
SOIL CONDITIONS:
}LARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A PROPOSED : DRAINAGE
COVER ESTAB. BY: T.DIAZ FORM CHECKED BY: I.MARTI
SIZE AS FOUND: (1) 4" SIZE AS EXPECTED: (1) 4"
UTILITY CONDITION:
FORM BY: T.DIAZ
GOOD FAIR POOR N/A
ASSISTED BY: MIGUEL—ALEX
NUMBER OF HOLES: 1 TODAY'S DATE: 09/12/06
RIBBON INSTAI 1 FD: RED BLUE YELLOW ORANGE GREEN
PINK N/A1.shr. WHITE
MOTH
±4"
PWT.
3"
SUB -PINT
N/A
FACING
INSTALLED:
AT:
PK HUBdcTACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E WSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
VERIFIED WITH AIRLANCE STORM PIPE AT 5.67'. BUT
UNABLE TO SEE WATER PIPE DUE TO WATER.
TIME: 9:50 AM
STATION: — OFFSET: —
GRASS
N
F.P.L
CONCRETE POLE
NW 4 ST
W.B.L.
WATER w/
VALVE Q
J
Cird N m
/ co N
\ ., / 3
\.T.s 0%/ Z/
/
/
STORM
/
` ?`vlyt ,
,..40SEWER
MH
MALEMAN
Associates, Inc. VACUUM TEST HOLE REPORT FRA JOB tt;
C 1972 W°1
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200 TEST HOLE # : 17
MIAMI, FL. 33178
TELEPHONE
(305) 591 8777
FAX 305 99 749 FRA P.M. ; D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
FDOT JOB #: N/A WORK ORDER#: 01
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: DUCT -SYSTEM
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: DUCT -SYSTEM
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK D8 CABLE N/A
OTHER:
SIZE AS FOUND: 0) 88"XUNK" SIZE AS EXPECTED: UNK
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
PAVEMENT CONDITION: GOOD FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID -ROCK
SHEET OF : N/A PROPOSED : DRAINAGE
COVER ESTAB. BY: JULIO FORM CHECKED BY: I.MARTI
FORM 8Y: JULIO ASSISTED BY: FELIX-ALEX
UTILITY CONDI110N: GOOD FAIR POOR N/A
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
R i PW
COVER MP
• 5.40'
COMM : mow
LUNK
UNK
ELEV.
PHI r.
3"
L N/
MOTH L 88" 1 C±
NUMBER OF HOLES: 2 TODAYS DATE: 09/13/06
INSTALLED: PK HUI3&TACK STL PIN CHISX CHIS BOX
AT: CROWN EDGE OF UTILITY: E WSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
UNABLE TO VERIFY BOTTOM COVER DUE TO ROCK AND
WATER FLOW.
11ME: 12:00 PM
STATION: - OFFSET: -
SIDEWALK
FRONT OF SIDEWALK
C.B.
ASPHALT
DRIVE WAY
0
Io
0
N r
N
___Ea6itleai
0
0
GRASS.
EDGE OF PAVEMENT
SW 6 ST
W.B.L.
N
7.
F'.ALEMAN
& Associotes Inc.
CONSULTING LNGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL. 33178
TELEPHONE
(305) 591 8777
FAX 305 599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1972 Wo1
TEST HOLE # : 18
FRA P.M. = D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
FOOT JOB #: N/A WORK ORDER #: 01
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FOC/ DUCT —SYSTEM
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FOC/ DUCT —SYSTEM
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
SIZE AS FOUND: (6) 4"
PAVEMENT CONDITION: GOOD FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A PROPOSED : DRAINAGE
COVER ESTAB. BY: JUDO FORM CHECKED BY: WART'
SIZE AS EXPECTED: (6) 4"
UTILITY CONDITION: GOOD FAIR POOR N/A
FORM BY: JLIIJO ASSISTED BY: FEUX-JOSE
NUMBER OF HOLES: 1 TODAY'S DATE: 09/13/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
REV SURVEY PIN PWT.
Mole
±24"
FACING
INSTALLED: PK HUB&TACK STL PIN CHISX CHIS BOX
AT: CROWN EDGE OF UTILITY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 10:30 AM
STATION: - OFFSET: -
SW 6 STREET
E.B.L.
EDGE OF PAVEMENT
GRASS
SIDEWALK
o
FRONT OF SIDEWALK
UGHT
POLE
N
ER ALEMAN
do Associates, Inc.
CONSULTING ENGINEERS VACUUM TEST HOLE REPORT FRA JOB 1972 Wol
10305 NW 41 STREET, SUITE 200 TEST HOLE # : 19
MIAMI. FL. 33178
TELEPHONE 305) 591 8777
FAX (305) 599 8749 FRA P.M. = D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
FDOT JOB #: N/A WORK ORDER#: 01
LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: DUCT —SYSTEM
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM •
OTHER:
DUCT —SYSTEM
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
PAVEMENT CONDITION: GOOD FAIR POOR N/A
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK D8 CABLE N/A
OTHER:
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A PROPOSED : DRAINAGE
COVER ESTAB. BY: T.DIAZ FORM CHECKED BY: LMART1
SIZE AS FOUND: (1) BB"XUNK" SIZE AS EXPECTED: UNK
UTIUTY CONDITION: GOOD FAIR POOR N/A
FORM BY: T.DIAZ ASSISTED BY: MIGUEL—ALEX
NUMBER OF HOLES: 2 TODAYS DATE: 09/13/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
UNK
arrisarlan
*88"
FACING
INSTALLED: PK HUB&TACK STL PIN CHISX CHIS BOX
AT: CROWN EDGE OF UTILITY: .. E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
UNABLE TO VERIFY BOTTOM COVER DUE TO ROCK AND
WATER FLOW.
TIME: 1:20 PM
STATION: — OFFSET: —
w'
.;
ro m
to
ISTOP
SIGN
FRONT OF SIDEWALK SIDEWALK
20.30'
0
ao
-81
GRASS
EDGE OF PAVEMENT
N
SW 6 ST
W.B.L.
FR.ALEMAN
do Associates, Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET. SUITE 200
MIAMI. FL. 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1972 Wo1
TEST HOLE # 1 20
FRA P.M.: O.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
FDOT JOB # : N/A
WORK ORDER#: 01
REQUESTED LOCATE GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FOC/ DUCT —SYSTEM
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
LOCATED UTILITY:
OTHER:
GAS WATER ELE. TEL SAN F.M. STORM
FOC/ DUCT —SYSTEM
PAVEMENT CONDITION: QOOD FAIR POOR N/A
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GAL.V. ROUGH POUR
SMOOTH POUR- PVC UNK DB CABLE N/A
OTHER:
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A
PROPOSED : DRAINAGE
COVER ESTAB. BY: JULIO FORM CHECKED BY: I.MARTI
SIZE AS FOUND: (3)1 1/2' SIZE AS EXPECTED: UNK
UTILITY CONDITION: GOOD FAIR POOR N/A
FORM BY: JULIO
ASSISTED BY: FELIX—JOSE
NUMBER OF HOLES: 1 TODAY'S DATE: 09/12/06
RIBBON INSTALLED: RED BLUE YELLOW
PINK N/A WHITE
ORANGE GREEN
±10"
fAQNO
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 3:00 PM
STATION: —
OFFSET: —
SIDEWALK
FOC
MH
C.B.
GRASS
fi
SW 4 ST
WBL
F.P.L
POLE
1
obi
m
V)
F:Z.AL,�MAN
do Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL 33178
TELEPHONE (305) 591 8777
FAX (305)599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1972 Wol
TEST HOLE u : 21
FRA P.M. = D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
FDOT JOB #: N/A
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK 08 CABLE N/A
OTHER:
WORK ORDER-#: 01
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
PAVEMENT CONDITION: GOOD FAIR POOR N/A
SOIL CONDITIONS:
SHEET OF : N/A
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOUD—ROCK
PROPOSED : DRAINAGE
COVER ESTAB. BY: JULIO FORM CHECKED BY: I.MART1
SIZE AS FOUND: (1) 8" SIZE AS EXPECTED: (1) 8"
UTILITY CONDITION: 0000 FAIR POOR N/A
FORM BY: JUUO
ASSISTED BY: FEUX—JOSE
NUMBER OF HOLES: 1 TODAY'S DATE: 09/12/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK TOT— WHITE
won+
r-t 8"
FACING
E
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E W S N
SURVEY P1N LOCATED BY: Other Surveyors
NOTES:
TIME: 1:00 PM
STATION: —
OFFSET: —
SAN
MH
—
NW 2 ST.
E.B.L.
I\
$ \ urn
\ •so,
I
LIGHT
POLE
GRASS
SIDEWALK
•
41R.ALEMAN
do Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIA 1, FL 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1972 Wol
TEST HOLE # : 21A
FRA P.M.: D.M. STANTON
PROJECT NAME FLAGAMI/WEST END PHASE II
FDOT JOB # : N/A
LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: DUCT —SYSTEM
WORK ORDER#: 01
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
LOCATED UTIUTY:
OTHER:
GAS WATER ELE. TEL SAN F.M. STORM
DUCT —SYSTEM
MATERIAL AS FOUND:
OTHER:
DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
PAVEMENT CONDITION: GOOD FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A
PROPOSED : DRAINAGE
COVER ESTAB. BY: JUDO FORM CHECKED BY: I.MART1
SIZE AS FOUND: (2) 4"
SIZE AS EXPECTED: LINK
FORM BY: JULIO
UTILITY CONDITION:
GOOD FAIR POOR N/A
ASSISTED BY: FELIX—DOSE
J
NUMBER OF HOLES: 1 TODA`'S DATE: 09/12/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
±12"
PINT.
SUB-PWT.
N/A
FACING
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EOGE OF UTILITY: EWSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 1:40 PM
STATION: —
OFFSET: —
SAN
MH
\o
U
N
CO
z,
NW 2 ST.
E.B.L.
GRASS
SIDEWALK
N
F2.ALEMAN
it Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB si: 1972 Wo1
TEST HOLE # s 218
FRA P.M.: D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
FDOT JOB #: N/A WORK ORDER##: 01
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
LOCATED U11LITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP CALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
PAVEMENT CONDITION: GOOD FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A PROPOSED : DRAINAGE
COVER ESTAB. BY: JULIO FORM CHECKED BY: I.MART]
SIZE AS FOUND: (1) 2" SIZE AS EXPECTED: (1) 2"
FORM BY: JULIO ASSISTED BY: FELIX--JOSE
UTILITY CONDITION: GOOD FAIR POOR N/A
RIBBON INSTALLED: REO BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
±2"
FACWG
NUMBER OF HOLES: 1 TODAYS DATE: 09/12/06
INSTALLED: PK HUB&TACK STL PIN CHISX CHIS BOX
AT: CROWN EDGE OF UTILITY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 2:10 PM
STATION: — OFFSET: —
SAN
MH
J
co
23.10'
1 1
1 1
I \\
SI .ice
o I \ \o.
�I >
of
pP
NW 2 ST.
E.B.L.
UGHT
POLE
GRASS
N
SIDEWALK
4R.ALEMAN
do Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET. SUITE 200
IM IA MII, FL. 3(53178) 1 8777
FAX TELEPHONE305) 5 98749
VACUUM TEST HOLE REPORT
FRA JOB #: 1972 Wo1
TEST HOLE #3 22
FRA P.M.: D.M. STANTON
PROJECT NAME MACAW/WEST END PHASE II
FDOT JOB # : N/A
LOCATE REQUESTED BY T.Y. LIN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
LOCATED UTILITY:
OTHER:
GAS WATER ELE. TEL SAN F.M. STORM
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GAIN. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
WORK ORDER#: 01
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
PAVEMENT CONDI110N: GOOD FAIR POOR N/A
SOIL CONDITIONS:
SHEET OF : N/A
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
PROPOSED : DRAINAGE
COVER ESTAB. BY T.DIAZ FORM CHECKED BY: I.MART1
SIZE AS FOUND: (1) 2" SIZE AS EXPECTED: (1) 2"
FORM BY: T.DIAZ
UTILITY CONDITION: GOOD FAIR POOR N/A
ASSISTED BY: MIGUEL—ALEX
NUMBER OF HOLES: 2 TODAY'S DATE: 09/12/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N A WHITE
OX'ClIMESO
MOTH
f 2"
rAQNO
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
DUG HOLE ON GRASS BUT INSTALLED PK ON ASPHALT
AND UNABLE TO SEE WATER PIPE DUE TO WATER
BUT VERIFIED WITH AIRLANCE,
TIME i0:40 AM
STATION: —
OFFSET: —
GRASS
WATER
VALVE
i
c. o.
NW 5 ST
W.B.L.
o
m
O
N
EDGE OF PAVEMENT
GRASS
FR.ALEMAN
do Associotes Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL. 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1972 Wo1
TEST HOLE u : 23
FRA P.M. = D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
FDOT JOB #: N/A
WORK ORDER#: 01
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FOC/DUCT—SYSTEM
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FOC/DUCT—SYSTEM
PAVEMENT CONDITION: GOOD FAIR POOR N/A
SOIL CONDITIONS:
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR SHEET OF N/A
OTHER:
— SMOOTH POUR PVC UNK DB CABLE N/A
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOUD—ROCK
PROPOSED : DRAINAGE
COVER ESTAB. BY: JULIO FORM CHECKED BY: I.MARTI
SIZE AS FOUND: (I) 24"X24" SIZE AS EXPECTED: UNK
FORM BY: JULIO
ASSISTED BY: FELIX—ALEX
UTILITY CONDITION: GOOD FAIR POOR N/A
NUMBER OF HOLES: 1 TODAY'S DATE: 09/11/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 1:00 PM
STATION: —
OFFSET: —
WM VALVE
Q
tovi
zr
SAN MH
/
N
I
TAMIAMI CANAL RD.
• E.B.L.
N
GRASS
SIDEWALK
L.P0LAD/ /
R.ALEMAN
do Associates Inc.
CONSULTING tNGINEERS
10305 NW 41 STREET, SUITE 200
MIAIMI, FL. 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1972 Wo1
TEST HOLE # : 25
FRA P.M. = D.M. STANTON
PROJECT NAME FLAGAMI/WEST END PHASE II
FDOT JOB # : N/A
LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FOC/DUCT—SYSTEM
LOCATED UTILITY:
OTHER:
GAS WATER ELE. TEL SAN F.M. STORM
FOC/DUCT—SYSTEM
WORK ORDERft: 01
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
PAVEMENT CONDITION: GOOD FAIR POOR N/A
MATERIAL AS FOUND:
OTHER:
DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A
PROPOSED : DRAINAGE
COVER ESTAB. BY: T.DIAZ FORM CHECKED BY: I.MARTI
SIZE AS FOUND: i1) 24"X24" SIZE AS EXPECTED: UNK
UTILITY CONDITION:
GOOD FAIR POOR N/A
FORM BY: T.DIAZ
ASSISTED BY: MIGUEL—ALEX
NUMBER OF HOLES: 2 TODAY'S DATE: 09/11/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
arcwrit:A
weom
±24"
FACING
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CH IS BOX
CROWN EDGE OF UTILITY: E WSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 1:00 PM
STATION: —
OFFSET: —
N
t STOP
SIGN
3.00'
?yes.
� r=
occ
LLI
az
0
U
TAMIAMI CANAL ROAD
E.B.L.
ti
GRASS
oco
SIDEWALK
•
•
AV
F.Z.ALEMAN
do Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL. 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB u: 1972 Wo1
TEST HOLE # : 26
FRA P.M.' D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
FOOT JOB # : N/A
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FOC
WORK ORDER #: 01
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
PAVEMENT CONDITION: G000 FAIR POOR N/A
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
SIZE AS FOUND: (I) 4" SIZE AS EXPECTED: UNK
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SANG CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A
PROPOSED : DRAINAGE
COVER ESTAB. BY: T.DIAZ FORM CHECKED BY: WARP
FORM BY: T.DIAZ
UTJLITY CONDITION: GOOD FAIR POOR N/A
ASSISTED BY: MIGUEL—ALEX
NUMBER OF HOLES: 2 TODAYS DATE: 09/12/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
wOTH
±4"
PWT.
4"GAS
24"X24" ROUGH POUR
FACING
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: EWSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
ALSO FOUND 1-24"X24" ROUGH POUR FOC AT BOTTOM
OF GAS GOING EAST.
TOP COVER 5.75'. BOTTOM COVER 7.75'
TIME: 1:00 PM
STATION: —
OFFSET: —
TAMIAMI CANAL RD.
E.B.L.
EDGE OF PAVEMENT
24'X24.R.POUR
4'GAS
DIRT
0�
431
30.50'
\ \ \ L.POLE
EDGE OF PAVEMENT
J
CO
N
Li)L.AL.EMAN
& Associates, Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL. 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1972 Wo1
TEST HOLE # : 27
FRA P.M.: D.M. STANTON
PROJECT NAME: FLAGAMI/WEST END PHASE II
FOOT JOB #: N/A WORK ORDER #: 01
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PLA T.COTTA ACP GALV. ROUGH POUR
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
PAVEMENT TYPE:
OTHER:
NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
GRASS SIDEWALK DIRT
PAVEMENT CONDITION: gOOD FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOUD—ROCK
SHEET OF : N/A PROPOSED : DRAINAGE
SIZE AS FOUND: (I) 8" SIZE AS EXPECTED: (I) 8"
•
UTILITY CONDITION: GOOD FAIR POOR N/A
COVER ESTAB. BY: T.DIAZ FORM CHECKED BY: I.MART1
FORM BY: T.DIAZ ASSISTED BY: MIGUEL—ALEX
NUMBER OF HOLES: 1 TODAY'S DATE: 09/12/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N A WHITE
w+OTH
±8"
FAo$G
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E WSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
UNABLE TO SEE WATER MAIN DUE TO WATER
SIZE BY PRINT.
TIME: 2:00 PM
STATION: —
OFFSET: —
SIDEWALK
of,/
SEWER
MH
SIDEWALK
20.55'
10.00'
FIRE
HYDRANT
— r WATER
VALVE
EDGE OF PAVEMENT
TAMIAMI CANAL RD.
W.B.L.
W
Z
N
F.R.ALEMAN
do Associates, Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET. SUITE 200
MIAMI, FL 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
DESIGNATION SKETCH
SKETCH # 1
FRA JOB #: 1972—Wol
FRA P.M.: D.M. STANTON
BST WOODEN
POLE 0,
SW 4 ST
E.B.L.
z
BST
N
TH-1 BST
FOC MCI
TH—IA FOC MCI
HAND HOLE
WORLD COMM.
W
Q
FZ,ALEMAN
& Associates._Inc.
CONSULTING ENGINEERS
10305 NW 41 SWEET, SUITE 200
MIAMI, FL. 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
DESIGNATION SKETCH
SKETCH # 2
FRA JOB tt: 1972—Wo2
FRA P.M. D.M. STANTON
807M
SAN.
N
W.M.
SAN. MH
BST
NW 2 ST
E.B.L.
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CONSULTING tNGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL. 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
DESIGNA11ON SKETCH
SKETCH # 3
FRA JOB #: 1972-Wo1
FRA P.M.: D.M. STANTON
SIDEWALK
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1
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•
46F.R.ALEMAN
& Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL 33178
TELEPHONE (305) 591 8777
FAX (305) 599 88749
DESIGNATION SKETCH
SKETCH # 4
FRA JOB ##: 1972-Wo2
FRA P.M.: D.M. STANTON
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F2.ALEMAN
& Associotes Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL. 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
DESIGNATION SKETCH
SKETCH # 5
FRA JOB #: 1972—Wo1
FRA P.M.: D.M. STANTON
FPL TRANS FPL TRANS
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FZ.ALEMAN
do Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, Ft. 33178
TELEPHONE (305) 591 8777
FAX (305)599 8749
DESIGNATION SKETCH
SKETCH # 6
FRA JOB #2 1972—Wo2
FRA P.M. O.M. STANTON
W.M.VALVE
W.M.
SAN. MH
SAN.
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TAMIAMI CANAL ROAD
E.B.L.
W.M. Ii TH-12 WM
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TH-11A BST
FZ. A LEMAN
& Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL. 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
DESIGNATION SKETCH
SKETCH # 7
FRA JOB #: 1972—Wo2
FRA P.M.: D.M. STANTON
SAN.
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