HomeMy WebLinkAboutExhibit21R.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 #: 1973 Wo1
TEST HOLE # = 01
FRA P.M. D.M. STANTON
PROJECT NAME FAIRLAWN STORM PHASE 211
LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL
FDOT JOB #: N/A
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:
OTHER:
GAS WATER ELE. TEL SAN F.M. STORM
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: (1) 1/2'
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOUD—ROCK
SHEET OF :N/A
PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: IVAN FORM CHECKED BY: I.MART1
SIZE AS EXPECTED: UNK
UTIUTY CONDITION:
GOOD FAIR POOR N/A
FORM BY: IVAN
ASSISTED BY: ALEX
NUMBER OF HOLES: 1 TODAYS DATE: 10/26/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
FAWIO
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E WSN
SURVEY PIN LOCATED 8Y: Other Surveyors
NOTES:
TIME: 1:30 PM
STATION: —
OFFSET: —
HOUSE # 300
5.65'
9.55'
GRASS
S
STOP
SGN
EDGE OF PAVEM
SW 3 ST
N
W.B.L.
FR.ALEMAN
& Associotes Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAM I, FL. 33178
TELEPHONE (305) 591 8777
FAX (305)599 8749
VACUUM TEST HOLE REPORT FRA JOB #: 1973 Wo1
TEST HOLE # : 02
FRA P.M.: D.M. STANTON
PROJECT NAME: FAIRLAWN STORM PHASE 28
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
FDOT JOB # : N/A
REQUESTED LOCATE: GAS W TtR ELE. TEL SAN F.M. STORM
OTHER:
LOCATED UT1UTY:
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:
SIZE AS FOUND: (1) 4"
SIZE AS EXPECTED: 4"
U11UTY CONDITION:
GOOD FAIR POOR N/A
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 SOLID —ROCK
PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: JULIO FORM CHECKED BY: I.MARTI
FORM BY: JUDO
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N A WHITE
EITCPCTIZIO
Na1H
I*4"
rAallo
E
ASSISTED BY: FELIX
NUMBER OF HOLES: 1 TODAYS DATE: 10/27/06
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: 8:00 AM
STATION: —
OFFSET: —
NW 5 ST
E.B.L
1
C.B.
MNIIMME
WATER
VALVE
2.5
DIRT
SIDEWALK
FRONT OF
SIDEWALK
GRASS
w'
CO
u)
3
N
m
V)
FR,ALEMAN
OCN ULlNENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL 33178
TELEPHONE (305) 591 8777
FAX (305)599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1973 Wo1
TEST HOLE # : 02A
FRA P.M.: D.M. STANTON
PROJECT NAME: FAIRLAWN STORM PHASE 28
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
FOOT JOB # : N/A WORK ORDER its 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 I1 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: 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
SANG CLAY ROCKY N/A SOLJO—ROCK
SHEET OF :N/A PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: JULIO FORM CHECKED 8Y: !.MART)
SIZE AS FOUND: (1) 6" SIZE AS EXPECTED: 6"
UTILITY CONDITION:
GOOD FAIR POOR N/A
FORM BY: JULIO ASSISTED BY: FELIX
NUMBER OF HOLES: 1 TODAYS DATE: 10/27/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N A WHITE
r10TH
*6"
PNAT.
3" I
N/A
/AC MO
N
INSTALLED: PK HUB&TACK STL PIN CHISX CHIS BOX
AT: CROWN EDGE OF UTILITY: EWSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
REQUESTED UTILITY IS TEL, BUT FOUND (1)-6"
WATER MAIN.
TIME: 8:30 AM
STATION: — OFFSET: —
NW 5 ST
E.B.L.
DIRT
w'
Q
CO m
Zr
WATER
VALVE
1AA
SAN
/
00 /
/
20. s0.
OSTORM
M.H.
GRASS
N
FR.ALEMAN
& Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET. SUITE 200
MIAMI. FL 33178
TELEPHONE (305) 591 8777
FAX (305)99 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1973 Wol
TEST HOLE # 1 03
FRA P.M. = D.M. STANTON
PROJECT NAME FAIRLAWN STORM PHASE 2B
FDOT JOB #: N/A
LOCATE REQUESTED BY T.Y. UN INTERNATIONAL
REQUESTEO LOCATE: GAS WATER ELE. TEL SAN E_M. STORM
OTHER: FORCE MAIN
LOCATED UTILITY:
07HER:
WORK ORDER #: 01
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK GIRT
GAS WATER ELE. TEL SAN F.M. STORM
FORCE MAIN
PAVEMENT CONDITION: 0000 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
SIZE AS FOUND: (I) 60"
SIZE AS EXPECTED: 60"
UTIUTY CONDITION:
GOOD FAIR POOR N/A
SOIL CONDITIONS:
±LED SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF :N/A
PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: IVAN • FORM CHECKED BY: LMARTI
FORM BY; IVAN
ASSISTED BY: ALEX
NUMBER OF HOLES: 4 TODAY'S DATE: 10/26/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
WIDTH
±60"
Pwr.
N/A
FACING
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:
ALSO FOUND 6" W.M. TO 22' WEST OF TH
GOING SOUTH. TOP COVER 2.95'.BOTTOM COVER 3.45'
TIME: 2:30 PM
STATION: —
OFFSET: —
BE
POLE
W
0
EDGE OF PAVEME
00,
20.50'
NW 3 ST
E.B.L
0.85'
z
W
W
LAJ
N
In
F..ALE MAN
& Associotes Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET. SUITE 200
MIAMI, FL 33178
TEL:HONE (305) 591 8777
FAX (305)599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1973 Wol
TEST HOLE if : 04
FRA P.M. * D.M. STANTON
PROJECT NAME: FAIRLAWN STORM PHASE 2B
LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FORCE MAIN
FOOT JOB #: N/A
PAVEMENT TYPE:
OTHER:
LOCATED UTIUTY:
GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FORCE MAIN
WORK ORDER # : 01
NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
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:
SIZE AS FOUND: (1) 60-
SIZE AS EXPECTED: 60'
SOIL CONDITIONS:
BARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: IVAN FORM CHECKED BY: WART]
FORM BY: IVAN ASSISTED BY: ALEX
UTILITY CONDITION: GOOD FAIR POOR N/A
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
NUMBER OF HOLES: 4 TODAYS DATE: 10/27/06
mcom
*60'1
-J
N/A
FACWG
w
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:
W.M. IS NOT EXIST IN THIS ZONE.
TIME: 7:55 AM
STATION: —
OFFSET: —
c.s.
•
HOUSE # 5595
EDGE OF PAVEMENT
bi
•
IV1
n�
NW 2 ST
W.B.L. `
N
EDGE OF PAVEMENT
Fi.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 sr: t973 Wol
TEST HOLE u : 05
FRA P.M. O.M. STANTON
PROJECT NAME: FAIRLAWN STORM PHASE 2B
FDOT JOB #x: 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:
OTHER:
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
GAS WATER ELE. TEL SAN F.M. STORM
PAVEMENT CONDITION: G000 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
SMOOTH POUR PVC UNK DB CABLE N/A
OTHER:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID -ROCK
SHEET OF :N/A PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: JULIO FORM CHECKED BY: LMARTI
SIZE AS FOUND: (1) 2"
SIZE AS EXPECTED: 2"
UTILITY CONDITION:
GOOD FAIR POOR N/A
FORM BY: JULIO ASSISTED BY: FELIX
NUMBER OF HOLES: 1 TODAYS DATE: 10/27/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN INSTALLED: PK HUB&TACK STL PIN CHISX CHIS BOX
PINK N-/A- WHITE
AT: CROWN EDGE OF UTILITY: E W S N
MOTH
*2"
fAaNG
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
t1 TIME: 9:00 AM .
STATION: - OFFSET: -
SIDEWALK
j-7 WATER
METER
EDGE OF PAVEMENT /
1 /
Lri l ,Spy
NW6ST_
E.B.L. 1-
N
EDGE OF PAVEMENT
SIDEWALK
FR.ALEMAN
CONSULTING ENGINEERS VACUUM TEST HOLE REPORT •
FRA JOB #: 1973 wo1
10305 NW 41 STREET, SUITE 200 TEST HOLE u : 05A
MIAMI, FL 33178
TELEPHONE (305) 591 8777
FAX 305 99 749 FRA P.M.: D.M. STANTON
PROJECT NAME FAIRLAWN STORM PHASE 2B
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:
OTHER:
GAS WATER ELE. TEL SAN F.M. STORM
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: (1) 48"XUNK
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
SANO CLAY ROCKY N/A SOLID —ROCK
PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: JUDO FORM CHECKED BY: I.MARTI
SIZE AS EXPECTED: UNK
UT1UTY CONDITION:
GOOD FAIR POOR N/A
FORM BY: JUDO ASSISTED BY: FELIX
NUMBER OF HOLES: 1 TODAYS DATE: 10/27/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN INSTALLED: PK HUB&TACK STL PIN CHISX CHIS BOX
PINK N/A WHITE
AT: CROWN EDGE OF U71UTY: E W S N
±48'l
FACING
E
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
ALSO FOUND SMOOTH POUR ON TOP OF FPL ROUGH
POUR. TOP COVER 0.25'. BOTTOM COVER 5.04'.
UNABLE TO SEE BOTTOM COVER OF ROUG POUR
DUE TO ROCK AND WATER FLOW.
TIME: 9:30 AM
STATION: — OFFSET: —
SIDEWALK
EDGE OF PAVEMENT
WATER
METER
-0I /
/
!!7
0
NW 6 ST
E.B.L.
N
EDGE OF PAVEMENT
SIDEWALK
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 u: 1973 Wo1
TEST HOLE # : 06
FRA P.M.: D.M. STANTON
PROJECT NAME FAIRLAWN STORM PHASE 2B
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
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: 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
SANG CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: JULIO FORM CHECKED BY: LMARTI
SIZE AS FOUND: (I)1"
SIZE AS EXPECTED: 1'
FORM BY: JULIO ASSISTED BY: FEUX
UTILITY CONDITION: GOOD FAIR POOR N/A
NUMBER OF HOLES: 1
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
ELEV SURVEY POI PIMH.
VOID TM
*1"
L-•
FACM40
SW�
TODAY'S DATE: 10/27/06
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: 10:00 AM
STATION: — OFFSET: —
DIRT
SW 6 ST
W.B.L.
w
m
tn
Z
_i
ai
z
SAN
M.H.
0
FPL
POLE
eA /
9. /
/
/ 3.00'
EDGE OF PA
NC
J
w
0
FZ.ALEMAN
& Associates. Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIA#11. FL. 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB #e 1973 Wo1
TEST HOLE # s 07
FRA P.M.: D.M. STANTON
PROJECT NAME: FAIRLAWN STORM PHASE 28
LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL
FOOT JOB #: N/A
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FORCE MAIN
LOCATED UTILITY:
OTHER:
WORK ORDER if: 01
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:
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: (I) 54"
PAVEMENT CONDITION: GOOD FAIR POOR N/A
SOIL CONDITIONS:
SHEET OF :N/A
_LiASD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOUD—ROCK
PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: IVAN FORM CHECKED BY: (.MART!
SIZE AS EXPECTED: 54"
UTILITY CONDITION:
GOOD FAIR POOR N/A
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
154"
FORM BY: IVAN
ASSISTED BY: ALEX
NUMBER OF HOLES: 1 TODAY'S DATE 10/27/06
INSTALLED: PK HUB&TACK STL PIN CHISX CHIS BOX
AT: CROWN EDGE OF UTILITY: E WSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 9:00 AM
STATION: —
OFFSET: —
N
NW 3 AVE--
E. B.L
LLJ
U
w Z
Li .w
U
EDGE OF PAVEMENT
O
M
00
SAN
MH
EDGE OF PAVEMENT
CEMETERY
FR.ALEMAN
do Associates fnc.
CONSULTING tNGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL. 33178
FAX (3ON) ((3595) 591 8777
VACUUM TEST HOLE REPORT
FRA JOB #: 1973 Wo1
TEST HOLE # : 07A
FRA P.M.: D.M. STANTON
PROJECT NAME: FAIRLAWN STORM PHASE 2B
LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FORCE MAIN
FDOT JOB # : N/A
PAVEMENT TYPE:
OTHER:
LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: 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:
SIZE AS FOUND: (I) 60"
UTILITY CONDITION:
WORK ORDER # : 01
NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
GRASS SIDEWALK DIRT
PAVEMENT CONDITION: G000 FAIR POOR N/A
SOIL CONDITIONS:
HMO SOFT WET MOIST DRY
SANG CLAY ROCKY N/A SOLID --ROCK
SHEET OF :N/A PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: IVAN FORM CHECKED BY: LMARTI
SIZE AS EXPECTED: 60`
GOOD FAIR POOR N/A
FORM BY: IVAN ASSISTED BY: ALEX
NUMBER OF HOLES: 1 TODAYS DATE: 10/27/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
SURVEY rw
COWA TOP
L 5'10'
r
eorrou)
110.10'
*60" 1
FACY+G
EI
INSTALLED: PK HUB&TACK STL PIN CHISX CHIS BOX
AT: CROWN EDGE OF UTILTY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 10:10 AM
STATION: —
OFFSET: —
NW 3 AVE`
E.B.L.
EDGE OF PAVEMENT
rTh SAN
MH
Zb•
GRASS
N
of
SIDEWALK
FRONT OF SIDEWALK
WALL
CEMETERY
R.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 J08 $t: 1973 Wo1
TEST HOLE it : 08
FRA P.M. I O.M. STANTON
PROJECT NAME: FAIRLAWN STORM PHASE 28
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
LOCATED UTILITY:
OTHER:
FDOT JOB it : N/A WORK ORDER It: 01
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
GAS WATER ELE. TEL SAN F.M. STORM
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: (1) 6" SIZE AS EXPECTED: 6"
UTIUTY CONDITION:
GOOD FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SANG CLAY ROCKY N/A SOLID —ROCK
SHEET OF : N/A PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: IVAN FORM CHECKED BY: WART]
FORM BY: IVAN ASSISTED BY: ALEX
NUMBER OF HOLES: 1 TODAY'S DATE: 10/27/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK WIT WHITE
covER LOP
L1.65'
tavT-Tizoi
aortal)
[2.15'
EL:7110
%WI N
t6"
PINT.
N/A J
s JkPWJ
L N/AJ
FACING
S1
INSTALLED: PK HUB&TACK STL PIN CHISX CHIS 80X
AT: CROWN EDGE OF UT1UTY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 11:05 AM
STATION: — OFFSET: —
0
re
GRASS
5.40'
/
/
/
/
3.20'
SAN NW 2 ST
M.H.
/ - E.B.L.
/
/ N
gh / F
/ z
/
EDGE OF PAVEMENT
GRASS •
N
EZ.ALEMAN
do Associotes Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL. 33178
TELEPHONE (305 591 8777
FAX (305) 599 749
VACUUM TEST HOLE REPORT
FRA JOB #: 1973 Wo1
TEST HOLE #: 09
FRA P.M. D.M. STANTON
PROJECT NAME FAIRLAWN STORM PHASE 2B
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
FDOT JOB #t: 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:
SIZE AS FOUND: (I) 6"
UTIUTY CONDITION:
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 SOUO—ROCK
SHEET OF :N/A PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: IVAN FORM CHECKED BY: (.MART!
SIZE AS EXPECTED: 6"
G000 FAIR POOR N/A
FORM BY: IVAN ASSISTED 8Y: ALEX
RIBBON INSTALLED: RED . BLUE YELLOW ORANGE GREEN
PINK N A WHITE
NUMBER OF HOLES: 1 TODAY'S DATE: 10/27/06
INSTALLED: PK HUB&TACK STL PIN CHISX CHIS BOX
Al: CROWN EDGE OF UTILITY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 1:50 PM
STATION: - OFFSET: -
GRASS
W.M.
VALVE
1260'
NW 2 TER.
W.B.L.
W.M.
VALVE
'ED SAN
M.H.
N
•
F2.ALEMAN
& NSU T1NG GIN VACUUM TEST HOLE REPORT
CONSULTING ENGINEERS FRA JOB #: 1973 Wo1
10305 NW 41 STREET, SUITE 200 TEST HOLE # 09A
MIAMI. FL 33178
TELEPHONE 305 591 8777
FAX (305) 599 749 FRA P.M. D.M. STANTON
PROJECT NAME: FAIRLAWN STORM PHASE 2B
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:
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 DB CABLE N/A
OTHER:
SIZE AS FOUND: (1) 4"
UT1UTY CONDITION:
SIZE AS EXPECTED: 4"
GOOD FAIR POOR N/A
RIBBON INSTALLED:
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
SANG CLAY ROCKY N/A SOLID —ROCK
SHEET OF :N/A PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: IVAN FORM CHECKED BY: I.MARTI
FORM BY: IVAN ASSISTED BY: ALEX
NUMBER OF HOLES: 1 TODAY'S GATE: 10/27/06
RED BLUE YELLOW ORANGE GREEN
PINK N A WHITE
NOM
*4"
rAauo
W
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: 1:00 PM
STATION: — OFFSET: —
GRASS•
W.M.
VALVE
NW 2 TER`
W.B.L.
W.M.
VALVE
/ N
/o >/ F
a Z
//''' m
vi
/
3
zi
SAN
M.H.
N
FR.ALEMAN
ac 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': 1973 Wol
TEST HOLE # t 10
FRA P.M. : D.M. STANTON
PROJECT NAME: FAIRLAWN STORM PHASE 2B
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
FOOT JOB # : N/A WORK ORDER # : 01
REOUESTED 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 08 CABLE N/A
OTHER:
SIZE AS FOUND: (1) 6"
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 SOLID —ROCK
PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: IVAN FORM CHECKED BY: LMARTI
SIZE AS EXPECTED: 6"
UTILITY CONDITION: GOOD FAIR POOR N/A
FORM BY: IVAN
ASSISTED BY: ALEX
NUMBER OF HOLES: 1 TODAY'S DATE 10/27/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN INSTALLED:
PINK N A WHITE
AT:
L_
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTIUTY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
ALSO FOUND:
(1)— MCI FOC TO 2' NORTH OF TH.
(2)— W.M. TO 4' SOUTH OF TH.
TIME: 2:20 PM
STATION: —
OFFSET: —
SIDEWALK
GRASS' •
C.O.
W.M.
VALVE
MCI—FOC
9.30'
W.M.
NW 4 ST
W.B.L.
SAN ( 5
M.H. v
/
F:Z.ALEMAN
do Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL. 33178(
TELEPHONE )
FAX (305) 599 587491 8777
VACUUM TEST HOLE REPORT
FRA JOB #: 1973 Wol
TEST HOLE it : 11
FRA P.M. a O.M. STANTON
PROJECT NAME: FAIRLAWN STORM PHASE 2B
LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
LOCATED UTILITY:
OTHER:
GAS WATER ELE. TEL SAN F.M. STORM
FOOT JOB #: N/A WORK ORDER #: 01
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK GIRT
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) 6"
SIZE AS EXPECTED: UNK
UTILITY CONDITION:
000D FAIR POOR N/A
SOIL CONDITIONS:
HARD SOFT WET MOIST DRY
SAND CLAY ROCKY N/A SOLID— ROCK
SHEET OF : N/A PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: IVAN . FORM CHECKED BY: LMARTI
FORM BY: IVAN ASSISTED BY: ALEX
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N A WHITE
COMER
L:00 -
coffin (Bonau)
[2.50'
ELEV.' )
is I
N/A
SUB -PLAIT.
N/A 1
rAc'No
S
NUMBER OF HOLES: 1 TODAY'S DATE: 10/27/06
INSTALLED:
AT:
PI< HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
BST IS NOT EXIST IN THIS ZONE.
BST TO 25' EAST OF TH
TIME: 2: 40 PM
STATION: — OFFSET: —
N
GRASS
NW 4 TER
E.B.L.
SIDEWALK
1. Y
o
r$
Zil
L» V)
5.35'
{/
.1 5
FIRE 4.1."-mell."
HYDRANT
,CDSAN
M.H.
25'
In
CO
FR.ALEMAN
do Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET. SUITE 200
MIAMI, FL. 33178
TELEPHONE (305 591 8777
FAX (305) 599 749
VACUUM TEST HOLE REPORT
FRA JOB #: 1973 WO
TEST HOLE # : 11A
FRA P.M.: D.M. STANTON
PROJECT NAME: FAIRLAWN STORM PHASE 2B
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER:
LOCATED UTIUTY:
OTHER:
FDOT JOB it: N/A
WORK ORDER#: 01
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
GAS WATER ELE. TEL SAN F.M. STORM
PAVEMENT CONDITION: GOOD FAIR POOR N/A
MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT
PIA 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: ROADWAY IMPROVEMENTS
COVER ESTAB. 8Y: JULIO FORM CHECKED BY: I.MARTI
SIZE AS FOUND: (I)1" SIZE AS EXPECTEO: UNK
UTIUTY CONDITION:
FORM BY: JULIO
GOOD FAIR POOR N/A
ASSISTED BY: FELIX
NUMBER OF HOLES: 1 TODAY'S DATE: 10/27/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
YADTif
gv. ti" I
3"--j
-P.
[5118N/A
N
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:
ALSO FOUND (1)-8" UNK PIPE AT THE BOTTOM OF BT.
TOP COVER 4.10'. BOTTOM COVER 4.27'
TIME: 3:00 PM
STATION: —
OFFSET: —
SAN rTh
M.H.
N
N
J
m
Z
SAN
M.H.
w
1-
Y
z
o
STM
MH
SW 4 TER
E.B.L.
F•'t.ALEMAN
& Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET. SUITE 200
MIAMI. FL 33178
TARE (HONE (305) )599 591 8777
F
VACUUM TEST HOLE REPORT
FRA JOB #: 1973 Wol
TEST HOLE 41 : 12
FRA P.M.: D.M. STANTON
PROJECT NAME: FAIRLAWN STORM PHASE 2B
FOOT 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 U11UTY:
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
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: (3)1 1/2"
SIZE AS EXPECTED: UNK
UTIUTY 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: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: IVAN
FORM CHECKED BY: I.MARTI
FORM BY: IVAN ASSISTED BY: ALEX
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
EtpriThoTTIO MOM
r±10"
PwT.
TN/A
SW —MIT
[ N/A
rAcrw
EN
NUMBER OF HOLES: 1 TODAYS DATE: 10/30/06
INSTALLED:
AT:
PI< HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E WSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
ALSO FOUND (1)-54" FM TO 1' WEST OF FOC GOING
NORTH. TOP COVER 4.10'. BOTTOM COVER 8.60'
TIME: 2:10 PM
STATION: • - OFFSET: -
SW 3 ST
W.B.L.
w
Lrl
z
-
m
z
t
2.70'
GRASS
U
O
w
7.00'
♦
•
BE 0
POLE
FRONT OF SI
N
R.ALEMAN
& Associates, Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET, SUITE 200
MIAMI, FL. 33178
FAUX (305) 599 (305) 87491 8777
VACUUM TEST HOLE REPORT
FRA JOB St: 1973 Wol
TEST HOLE # : 12A
FRA P.M.' D.M. STANTON
PROJECT NAME FAIRLAWN STORM PHASE 26
LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL
FOOT JOB #t : N/A
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 LINK DB CABLE N/A
OTHER:
WORK ORDER It: 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
SANG CLAY ROCKY N/A SOLID —ROCK
PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: IVAN FORM CHECKED BY: I.MARTI
SIZE AS FOUND: (I) 1/2" SIZE AS EXPECTED: LINK
UTIUTY CONDITION: GOOD FAIR POOR N/A
FORM BY: IVAN
ASSISTED BY: ALEX
NUMBER OF HOLES: 1 TODAYS DATE: 10/30/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
ro1H
±1/2"
.moo
CN
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CHIS BOX
CROWN EDGE OF UTILITY: E WSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 1:00 PM
STATION: —
OFFSET: —
1-
z
W
a
0
w
c�
0
w
SW 3 ST
W.B.L.
3.00'
GRASS
6.25'
BE 0
POLE
N
bFZ.ALEMAN
ac Associates Inc.
CONSULTING ENGINEERS
10305 NW 41 STREET. SUITE 200
MIAIAI. FL 33178
TELEPHONE (305) 591 8777
FAX (305) 599 8749
VACUUM TEST HOLE REPORT
FRA JOB #: 1973 Wol
TEST HOLE a a 13
FRA P.M. = D.M. STANTON
PROJECT NAME:
FAIRLAWN STORM PHASE 2B
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: FORCE MAIN
LOCATED UTIUTY:
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT'
GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FORCE MAIN
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:
HARQ SOFT WET MOIST ORY
SANO CLAY $QQj Y N/A SOUO—ROCK
SHEET OF :N/A
PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: IVAN FORM CHECKED BY; LMARTI
SIZE AS FOUND: (I) 54"
SIZE AS EXPECTED: 54"
FORM BY: IVAN
UTIUTY CONDITION: GOOD FAIR POOR N/A
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
ASSISTED BY: ALEX
NUMBER OF HOLES: 1 TODAYS DATE: 10/30/06
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: 10:20 AM
STATION: —
OFFSET: —
SAN
M.H.
WM
VALVE
>>
\'t1rj,
2190.
ai
z
•
NW 4 ST ,
E.B.L.
GRASS
o
O J
N
SIDEWALK
F.Z.ALEMAN
& Associatesinc.
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 #: 1973 Wo1
TEST HOLE # : 14
FRA P.M.: D.M. STANTON
PROJECT NAME FAIRLAWN STORM PHASE 2B
FDOT JOB ## : N/A
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM
OTHER: FORCE MAIN
LOCATED UTIUTY:
OTHER:
WORK ORDER # : 01
PAVEMENT TYPE: NONE ASPHALT CONCRETE
ASPHALT OVER CONC
BRICK COBBLES
OTHER: GRASS SIDEWALK DIRT
GAS WATER ELE. TEL SAN F.M. STORM
FORCE AMAIN
MATERIAL AS FOUND:
OTHER:
PAVEMENT CONDITION: GOOD FAIR POOR N/A
DI Cl 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: (I) 4'
SOIL CONDITIONS:
SHEET OF :N/A
BARD SOFT WET MOIST DRY
SANG CLAY ROCKY N/A SOLID —ROCK
PROPOSED: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: IVAN
SIZE AS EXPECTED: 4'
UTIUTY CONDITION:
GOOD FAIR POOR N/A
FORM BY: IVAN
FORM CHECKED BY: LMARTI
ASSISTED BY: ALEX
NUMBER OF HOLES: 1 TODAYS DATE: 10/30/06
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N/A WHITE
Wont
f4`
PWT.
4"
FACING
INSTALLED:
AT:
PK HUB&TACK STL PIN CHISX CHfS BOX
CROWN EDGE OF UTILITY: E W S N
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
TIME: 7:55 AM
STATION: —
OFFSET: —
SAN
M.H.
r
z
w
0
19.80'
W1
tn
z
z
NW 4 TER`
E.B.L.
11.50'
SIDEWALK
GRASS
N
FR.ALEMAN
CONSt1L11G Associates, Inc.
FRA JOB 4: 1973 Wo1
10305 NW 41 STREET. SUITE 200 VACUUM TEST HOLE REPORT
MIAMI. FL 33178 TEST HALE # : 15
TELEPHONE 305 591 13777
FAX (305) 599 8749 FRA P.M.: O.M. STANTON
PROJECT NAME: FAIRLAWN STORM PHASE 28
LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL
FDOT JOB 4: N/A WORK ORDER#: 01
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:
SIZE AS FOUND: (t) 6"
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: ROADWAY IMPROVEMENTS
COVER ESTAB. BY: IVAN FORM CHECKED BY: I.MARTI
SIZE AS EXPECTED: UNK j FORM BY: IVAN ASSISTED BY: ALEX
UTILITY CONDITION: GOOD FAIR POOR NjA
RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN
PINK N A WHITE
NUMBER OF HOLES: 2 TODAY'S DATE: 10/30/06
INSTALLED: PK HUB&TACK STL PIN CHISX CHIS BOX
AT: CROWN EDGE OF UTILITY: EWSN
SURVEY PIN LOCATED BY: Other Surveyors
NOTES:
BST IS NOT EXIST IN THIS ZONE.
BST TO 35' EAST OF TH
TIME: 8:50 AM
STATION: — OFFSET: —
EDGE OF PAVEMENT
NW 4 TER,
E.B.L
GRASS
0
1)
vi
N
0'6
35'
SAN
M.H.
gl >�
03I Q
N m
to vi
WM W
VALVE Z (