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Home My WebLink AboutExhibit28pdf• • • *F.R.ALEMAN CONSULTING ENGINEERS a�ftVEYg4 & Associates, Inc. CONSULTING & SURVEYORS 10305 NW 41 Street, Suite 200 Miami, Florida 33178 TEL: (305) 591-8777 FAX: (305) 599-8749 TEST HOLE SUMMARY FRA PROJECT No.: 1973-Wo 1 **AII Measurements Are In Tenths ** JOB NAME: FAIRLAWN STORM PHASE 2B JOB LOCATION: Same as Above FRA PROJECT MANAGER: Mr. D.M. Stanton TH UTILITY COVER 1 COMMENTS 1 TELEPHONE 2.10' SEE FORM 2 WATER 2.75' SEE FORM 2A WATER 2.40' SEE FORM 3 FORCE MAIN 7.30' SEE FORM 4 FORCE MAIN 7.10' SEE FORM 5 WATER 2.70' SEE FORM 5A 5.06' SEE FORM ELECTRIC 6 TELEPHONE 1.60' SEE FORM 7 FORCE MAIN 4.35' SEE FORM 7A FORCE MAIN 5.10' SEE FORM • [ 8 WATER 1.65' SEE FORM 9 WATER 2.40' SEE FORM 9A WATER 2.20' SEE FORM 10 WATER 2.30' SEE FORM 11 WATER 2.00' SEE FORM 11A TELEPHONE 3.40' SEE FORM Page 1 of 2 Z:1Vasuum E&cane olRejoccs119771Summ.r:es\WoI 11.7-06.doc CONSULTING ENGINEERS & SURVEYORS www.FR-Aleman.com Email: dstanton@FR-Aleman.com Miami - Orlando - Tampa - Jacksonville - Tallahassee 0 • TH UTILITY COVER COMMENTS 12 STEM 5.70' SEE FORM 12A TELEPHONE 3.00' SEE FORM 13 FORCE MAIN 4.10' SEE FORM 14 FORCE MAIN 6.80' SEE FORM 15 WATER 3.80' SEE FORM Page 2 of 2 T1van�u E..... o\heienAl9MS,== *AW01 I1.3-06.1.. Miami - Orlando - Tampa - Jacksonville - Tallahassee 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 //: 1973 Wo1 TEST HOLE # : 01 FRA P.M.: 0.M. STANTON PROJECT NAME: FAIRLAWN STORM PHASE 213 FDOT JOB #: N/A LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM OTHER: PAVEMENT TYPE: OTHER: LOCATED UTILITY: OTHER: GAS WATER ELE. TEL SAN F.M. STORM WORK ORDER # : 01 NONE ASPHALT CONCRETE ASPHALT OVER CONC BRICK COBBLES GRASS SIOEWALK DIRT PAVEMENT CONDITION: G000 FAIR POOR N/A MATERIAL AS FOUND: D1 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: ROADWAY IMPROVEMENTS COVER ESTAB. BY: IVAN FORM CHECKED BY: LMART1 SIZE AS FOUND: (I) 1/2" SIZE AS EXPECTED: UNK FORM BY: IVAN UTILITY CONDITION: GOOD FAIR POOR N/A ASSISTED BY: ALEX NUMBER OF HOLES: 1 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE MOM FACING INSTALLED: AT: TODAYS DATE: 10/26/06 PK HUB&TACK STL PIN CHISX CHIS 80X CROWN EDGE OF UTIUTY: E W S N SURVEY PIN LOCATED BY: Other Surveyors NOTES: TIME: 1:30 PM STATION: — OFFSET: — oa HOUSE # 300 5.65' 03 S 5 STOP( SIGN 9.55' GRASS EDGE OF PAVEMENT SW 3 ST W.B.L. ER.ALEMAN do Associates, Inc. CONSULTING ENGINEERS 10305 NW 41 STREET, SUITE 200 MIAAII, 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 2B LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL FDOT JOB #: N/A REQUESTED LOCATE: GAS W TfR 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: (1) 4" WORK ORDER # : 01 PAVEMENT TYPE: NONE ASPHALT CONCRETE ASPHALT OVER CONC BRICK COBBLES OTHER: GRASS SIDEWALK DIRT PAVEMENT CONDITION: SOIL CONDITIONS: SHEET OF :N/A GOOD FAIR POOR 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.MAR11 SIZE AS EXPECTED: 4" FORM BY: JUDO UTILITY CONDITION: GOOD FAIR POOR N/A RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N A WHITE MOTH t4" PWT. 2" 1 ASSISTED BY: FELIX NUMBER OF HOLES: 1 TODAY'S DATE: 10/27/06 INSTALLED: PK NUB&TACK STL PIN CHISX CHIS BOX AT: CROWN EDGE OF UTILITY: EWSN SURVEY PIN LOCATED BY: Other Surveyors NOTES: TIME: 8:00 AM STATION: — OFFSET: — NW 5 ST E.B.L ® WATER VALVE C.B. ImBMIN DIRT SIDEWALK FRONT OF SIDEWALK GRASS N J CD V) EZ,ALEMAN CON ULTTIING 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 At : 02A FRA P.M.: D.M. STANTON PROJECT NAME: FAIRLAWN STORM PHASE 2B LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL FDOT JOB # : N/A 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: (1) 6" 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.MAR11 SIZE AS EXPECTED: 6" UTILITY CONDITION: GOOD FAIR POOR N/A FORM BY: JLILIO NUMBER OF HOLES: 1 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N A WHITE mom t6" PINT. 3" I SUB-PWL. N/A FACING INSTALLED: AT: ASSISTED BY: FELIX TODAYS DATE: 10/27/06 PK HUB&TACK STL PIN CHISX CHIS BOX CROWN EDGE OF UTILITY: E WSN 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 CO Ir) z i J 0] z WATER tji VALVE 1 / SAN / M.H. / / —�` 20.60. STORM M.H. GRASS - 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 #: 1973 Wo1 TEST HOLE # : 03 FRA P.M. D.M. STANTON PROJECT NAME FAIRLAWN STORM PHASE 2B FOOT JOB #: N/A LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL REQUESTED LOCATE GAS WATER ELE. TEL SAN F:M. STORM OTHER: FORCE MAIN LOCATED UTILITY: 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 MAIN MATERIAL AS FOUND: OTHER: PAVEMENT CONDITION: GOOD FAIR POOR N/A 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: IMED 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 FOUND: (I) 60" SIZE AS EXPECTED: 60" FORM BY: IVAN U11UTY CONDITION: GOOD FAIR POOR N/A ASSISTED BY: ALEX NUMBER OF HOLES: 4 TODAY'S DATE: 10/26/06 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: 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 J W E OF PAVEMENT I 0 W 20.50' NW 3 ST E.B.L. 0.85' EDGE OF PAVEMENT N Z F.Z.ALEMAN O US Associates. FRA JOB #: 1973 Wol 10305 NW 41 STREET, SUITE 200 VACUUM TEST HOLE REPORT MIAMI. FL 33178 TEST HOLE 04 TELEPHONE (305) 591 8777 FAX (305)99 8749 FRA P.M. D.M. STANTON PROJECT NAME: FAIRLAWN STORM PHASE 2B 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 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: 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: SIZE AS FOUND: (1) 60" SIZE AS EXPECTED: 60" UTILITY CONDITION: GOOD FAIR POOR N/A SOIL CONDITIONS: EMU) 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: IMAR11 FORM BY: IVAN ASSISTED BY: ALEX NUMBER OF HOLES: 4 TODAYS DATE: 10/27/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE xro1H ±60'1 FACING W INSTALLED: PK HUB&TACK STL PIN CHISX CHIS BOX AT: CROWN EDGE OF UTILITY: EWS N SURVEY PIN LOCATED BY: Other Surveyors NOTES: W.M. IS NOT EXIST IN THIS ZONE. TIME: 7:55 AM STATION: — OFFSET: — MNIONNI MINN HOUSE # 5595 EDGE OF PAVEMENT NW 2 ST , N W.B.L. Z N EDGE OF PAVEMENT EZ.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 #: 1973 Wo1 TEST HOLE # 05 FRA P.M. O.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: 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: 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) 2" SIZE AS EXPECTED: 2" UTIUTY 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:. JULIO ASSISTED BY: FELIX NUMBER OF HOLES: 1 TODAYS DATE: 10/27/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N A WHITE Mon+ ±2" fAONG S INSTALLED: AT: PI( HUB&TACK STL PIN CHISX CHIS BOX CROWN EDGE OF UTILITY: EWSN SURVEY PIN LOCATED BY: Other Surveyors NOTES: TIME: 9:00 AM ' STATION: — OFFSET: — SIDEWALK EDGE OF PAVEMENT f--1 WATER METER NW 6 ST E.B.L. EDGE OF PAVEMENT 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 #: 1973 Wot TEST HOLE # : 05A FRA P.M.; O.M. STANTON PROJECT NAME: FAIRLAWN STORM PHASE 2B FOOT 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 WORK ORDER # : 01 PAVEMENT TYPE: NONE ASPHALT CONCRETE _J ASPHALT OVER CONC BRICK COBBLES OTHER: GRASS SIDEWALK DIRT MATERIAL AS FOUND: D1 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 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: I.MARTI SIZE AS EXPECTED: UNK UTILITY CONDITION: GOOD FAIR POOR N/A FORM BY: JULIO ASSISTED BY: FELIX RIBBON INSTALLED* RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE wo1N t48-1 FACING E NUMBER OF HOLES: 1 TODAY'S DATE: 10/27/06 INSTALLED: PK HUB&TACK STL PIN CHISX CHIS BOX AT: CROWN EDGE OF UTIUTY: E W S N 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 WATFR METER 0 w a N NW 6 ST E.B.L. i In 0 N N EDGE OF PAVEMENT SIDEWALK F.Z.ALEMAN CONSULTING ENGINEERS VACUUM TEST HOLE REPORT FRA JOB #: 1973 Wo1 10305 NW 41 STREET, SUITE 200 TEST HOLE # : 06 MIAMI, FL. 33178 TELEPHONE (305) 591 8777 FAX (305) 599 8749 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 tt: 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 PAVEMENT CONDITION; GOOD FAIR POOR N/A OTHER: SOIL CONDITIONS: MATERIAL AS FOUND: DI Cl STL W/STL VCPX RCP 11LE DUCT PLA T.COTTA ACP GALV. ROUGH POUR SMOOTH POUR PVC UNK OB 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: JUUO FORM CHECKED BY: I.MARTI SIZE AS FOUND: (1)1" SIZE AS EXPECTED: 1" UTIUTY CONDITION: GOOD FAIR POOR N/A FORM BY: JULIO ASSISTED BY: FEUX NUMBER OF HOLES: 1 TODAY'S DATE: 10/27!06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE MOTH t1" PAIL L-• PWT N/A FAaNO sw 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. SAN M.H. 0 / FPL / POLE 9. / / / 3.00' EDGE OF PAVEMENT -J Id w 0 • • 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 4: 1973 Wol TEST HOLE lr : 07 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 LOCATED UTILITY: OTHER: FDOT JOB # : N/A WORK ORDER it: 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: GOOD FAIR POOR N/A SOIL CONDITIONS: MATERIAL AS FOLIND: OTHER: D1 0 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: (►) 54` SHEET OF :N/A JIARQ SOFT WET MOIST DRY SAND CLAY ROCKY N/A SOUD—ROCK PROPOSED: ROADWAY IMPROVEMENTS COVER ESTAB. BY: IVAN FORM CHECKED BY: I.MAR11 SIZE AS EXPECTED: 54' FORM BY: IVAN UTIUTY CONDITION: GOOD FAIR POOR N/A 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 1NDJH ±54- FACING 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: 9:00 AM STATION: — OFFSET: — N NW 3 AVE, E.B.L. EDGE OF PAVEMENT 0 cci 6111rri- 13.1 nI SAN MH EDGE OF PAVEMENT CEMETERY • • FZ.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 #: 1973 Wo1 TEST HOLE # : 07A FRA P.M.: D.M. STANTON PROJECT NAME: FAIRLAWN STORM PHASE 2B FDOT JOB #: N/A WORK ORDER # : 01 LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL PAVEMENT TYPE: NONE ASPHALT ASPHALT BRICK COBBLES OTHER: GRASS SIDEWALK CONCRETE OVER CONC DIRT REQUESTED OTHER: LOCATE: GAS WATER ELE. TEL SAN FORCE MAIN F.M. STORM PAVEMENT CONDITION: G000 FAIR POOR N/A LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM OTHER: FORCE MAIN SOIL CONDITIONS: 1iA8Q SOFT WET MOIST DRY SAND MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP PLA T.COTTA ACP GALV. ROUGH SMOOTH POUR PVC LINK D8 OTHER: TILE DUCT POUR CLAY ROCKY N/A SOLID —ROCK SHEET OF : N/A PROPOSED: ROADWAY IMPROVEMENTS CABLE N/A COVER ESTAB. BY: IVAN FORM CHECKED BY: I.MARTI SIZE AS FOUND: (I) 60" SIZE AS EXPECTED: 60" FORM BY: IVAN ASSISTED BY: ALEX UTILITY CONDITION: GOOD FAIR POOR N/A NUMBER OF HOLES: 1 TODAY'S DATE: 10/27/06 RIBBON INSTALLED: RED BLUE PINK N/A YELLOW ORANGE WHITE GREEN INSTALLED: PK HUB&TACK EDGE STL PIN CHISX CHIS BOX OF UTILITY: E W S N — AT: CROWN ELEV SURVEY PIN POUT. r 1 N/A J SURVEY PIN LOCATED BY: Other Surveyors UB-PW II NOTES: CveR TOP I N/A L — FACING L5.10' LL.—„,_ covve eorrou) 1 10.10' Iwonl ±60" l E 1 TIME: 10:10 AM STATION: — OFFSET: — i >- LJ w U z Lz NW 3 AVE 1 EDGE OF PAVEMENT SAN p, '0 MH E.B.L. N Ui GRASS r9)I i ;iiii .f o' col I FRONT OF SIDEWALK SIDEWALK WALL CEMETERY FZ.ALEMAN do Associates Inc. CONSULTING ENGINEERS 10305 NW 41 STREET, SUITE 200 MIAM►, FL. 33178 TELEPHONE (305) 591 8777 FAX (305) 599 8749 VACUUM TEST HOLE REPORT FRA JOB #: 1973 Wo1 TEST HOLE # : 08 FRA P.M. i 0.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: FDOT JOB tt : N/A WORK ORDER tt: 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 PIA T.COTTA ACP GALV. ROUGH POUR SMOOTH POUR PVC UNK DB CABLE N/A OTHER: SIZE AS FOUND: (I) 6" SIZE AS EXPECTED: 6" UTILITY 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 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 N A WHITE EIEV St/PIXY PIN covER TOP L1.65' 0 J w In GRASS • 5.40' PINT, N/A J _N/AJ EADNG SI / 3.20' INSTALLED: AT: PK HUB&TACK STL PIN CHISX CHIS 80X CROWN EDGE OF UTILITY: EWSN SURVEY PIN LOCATED BY: Other Surveyors NOTES: TIME: 11:05 AM STATION: — EDGE OF PAVEMENT SAN / M.H. J N OFFSET: — NW 2 ST 1R.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 # : 09 FRA P.M.: D.M. STANTON PROJECT NAME: FAIRLAWN STORM PHASE 26 LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL FDOT JOB #: N/A WORK ORDER 1#: 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: (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: HARD SOFT WET MOIST DRY SAND CLAY ROCKY N/A SOLID —ROCK SHEET OF :N/A PROPOSED: ROADWAY IMPROVEMENTS COVER ESTAB. BY: IVAN SIZE AS EXPECTED: 6" UTIUTY CONDITION: GOOD FAIR POOR N/A FORM CHECKED BY: LMARTI FORM BY: IVAN ASSISTED BY: ALEX RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N A WHITE EtEV SURVEY PIN coax (10P 1 2.40' COVER 2.90' EL:14) %MTH f6" P WT. 3" SUB —P"T. [N/A FACING S 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: 1:50 PM STATION: — OFFSET: — GRASS • w.M. VALVE 12.60' NW 2 TER. W.B.L. W.M. VALVE wI (If) z. F Z En 'CD SAN M.H. N FZ.ALSMAN & 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 Wol TEST HOLE u : 09A 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: GAS WATER ELE. TEL SAN F.M. STORM OTHER: 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 PIA T.COTTA ACP GALV. ROUGH POUR SMOOTH POUR PVC UNK DB CABLE N/A OTHER: SIZE AS FOUND: (1) 4" SIZE AS EXPECTED: 4" 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: WAN FORM CHECKED BY: I.MARTI FORM BY: IVAN ASSISTED BY: ALEX NUMBER OF HOLES: 1 TODAY'S DATE: 10/27/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N A WHITE ElEV SURVEY PIN Col4>i 2.20' E¢-rn COVER eo 2.54' fa=a WO RI t4" MONO w.J INSTALLED: PK HUB&TACK STL PIN CHISX CHIS 80X AT: CROWN EDGE OF UTILITY: E WSN SURVEY PIN LOCATED BY: Other Surveyors NOTES: TIME: 1:00 PM STATION: - OFFSET: - W.M. VALVE GRASS' W.M. VALVE NW 2 TER. W.B.L. SAN M.H. N 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 JOB u: 1973 Wo1 TEST HOLE # = 10 FRA P.M. = O.M. STANTON PROJECT NAME: FAIRLAWN STORM PHASE 2B 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: 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 LINK DB 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 8Y: I.MARTI SIZE AS EXPECTED: 6" UTILITY CONDITION: GOOD FAIR POOR N/A FORM BY: IVAN RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N A WHITE EaV. (BOU ) YAOTN ±6" P WT. FACING ASSISTED BY: ALEX NUMBER OF HOLES: 1 TODAYS DATE: 10/27/06 INSTALLED: AT: PK HUB&TACK STL PIN CHISX CHIS BOX CROWN EDGE OF UTILITY: E WSN 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.D. W.M. VALVE cP \� 1' MCI—FOC 9.30' W.M. NW 4 ST W.B.L. SAN C5M.H. NW 52 AVE 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 VACUUM TEST HOLE REPORT FRA JOB !: 1973 Wo1 TEST HOLE it : 11 FRA P.M.: D.M. STANTON PROJECT NAME: FAIRLAWN STORM PHASE 28 LOCATE REQUESTED BY: T.Y. IJN INTERNATIONAL REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM OTHER: LOCATED UTILITY: GAS WATER ELE. TEL SAN F.M. STORM OTHER: 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: (►) 6" SIZE AS EXPECTED: UNK UTILITY CONDITION: RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N A WHITE 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 8Y: IVAN rAQNO [S ] ASSISTED BY: ALEX NUMBER OF HOLES: 1 INSTALLED: AT: TODAYS DATE: 10/27/06 PK HUB&TACK STL PIN CHISX CHIS BOX CROWN EDGE OF UTILITY: EWSN 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 0 O Z Ga 00 ix �O— FIRE HYDRANT 5.35' SANM.H. 25' cn m F2.ALEMAN & Associates Inc. CONSULTING tNGINEERS 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 ti : 11A FRA P.M. D.M. STANTON PROJECT NAME: FAIRLAWN STORM PHASE 2B LOCATE REQUESTEO BY: T.Y. LIN INTERNATIONAL REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM OTHER: FDOT JOB #: N/A 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: 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: ROADWAY IMPROVEMENTS COVER ESTAB. BY: JULIO FORM CHECKED BY: I.MART1 SIZE AS FOUND: (I) 1" SfZE AS EXPECTED: UNK FORM BY: JULIO ASSISTED BY: FELIX r UTILITY CONDITION: G000 FAIR POOR N/A NUMBER OF HOLES: 1 TODAYS DATE: 10/27/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE MOM FAcuto N 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: ALSO FOUND (1)-8" UNK PIPE AT THE BOTTOM OF 8T. TOP COVER 4.10'. BOTTOM COVER 4.27' TIME: 3:00 PM STATION: — OFFSET: — Fi.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 n: 1973 Wol TEST HOLE u : 12 FRA P.M. D.M. STANTON PROJECT NAME: FAIRLAWN STORM PHASE 2B LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL FOOT JOB : N/A. REQUESTED LOCATE GAS WATER ELE. TEL SAN F.M. STORM OTHER: FOC 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 11LE DUCT PLA T.COTTA ACP GALV. ROUGH POUR SMOOTH POUR PVC UNK DB CABLE N/A OTHER: SIZE AS FOUND: (3) 1 1/2" 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: I.MARTI SIZE AS EXPECTED: UNK FORM BY: IVAN UTIUTY CONDITION: GOOD FAIR POOR N/A ASSISTED BY: ALEX NUMBER OF HOLES: 1 TODAY'S DATE: 10/30/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE EZEWIBOTKM) MOTH t 10" FApNo EN 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: 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: — w/ M z SW 3 ST W.B.L. J z w a 1 0 w 0 0 2.70' GRASS C 0 7.00' BE 0 POLE FRONT OF SI N F.Z.ALEMAN do Associates Inc. CONSULTING ENGINEERS 10305 NW 41 STREET, SUITE 200 MIAM1, FL. 33178 TELEPHONE (305) 591 8777 FAX (305) 599 8749 VACUUM TEST HOLE REPORT FRA JOB tt: 1973 Wo1 TEST HOLE # : 12A 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 FOOT JOB # : N/A PAVEMENT TYPE: 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 LINK DB CABLE N/A OTHER: SIZE AS FOUND: (I)1/2" SIZE AS EXPECTED:UNK UTIUTY CONDITION: GOOD FAIR POOR N/A 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—ROCI SHEET OF :N/A PROPOSED: ROADWAY IMPROVEMENT; COVER ESTAB. BY: IVAN FORM BY: IVAN FORM CHECKED BY: I.MARTT ASSISTED BY: ALEX NUMBER OF HOLES: 1 TODAY'S DATE: 10/30/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN FINK N/A WHITE cxrITOTT r) NOTI4 t1/2" PWT. N/A N/A PACING N 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: — NW 53 AVE SW 3 ST W.B.L. Z W a a Le- 0 0 0 41 W 3.00' GRASS 8.25' \ p BE 0 POLE OF SIDEWALK 0 cE f`J 7 F2.ALEMAN & Associates 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 a: 1973 Wa1 TEST HOLE a 13 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 WORK ORDER # : 01 PAVEMENT TYPE: NONE ASPHALT CONCRETE ASPHALT OVER CONC BRICK COBBLES OTHER: GRASS SIDEWALK DIRT LOCATED UT1UTY: OTHER: GAS WATER ELE. TEL SAN F.M. STORM FORCE MAIN MATERIAL AS FOUND: OTHER: DI CI Sit W/STL VCPX RCP TILE DUCT PLA T.COTTA ACP GALV. ROUGH POUR SMOOTH POUR PVC UNK DB CABLE N/A SIZE AS FOUND: (1) 54" SIZE AS EXPECTED: 54" PAVEMENT CONDITION: GOOD FAIR POOR N/A SOIL CONDITIONS: SHEET OF :N/A BARD SOFT WET MOIST DRY SAND CLAY ROCKY N/A SOLID —ROCK PROPOSED: ROADWAY IMPROVEMENTS COVER ESTAB. BY: -IVAN FORM CHECKED BY: I.MARTI FORM BY: IVAN UTIUTY CONDITION: GOOD FAIR POOR N/A RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN • PINK N/A WHITE %MOTH ±54" Pwr. �v I N/A r FACING THE ASSISTED BY: ALEX NUMBER OF HOLES: 1 TODAY'S DATE: 10/30/06 INSTALLED: AT: PK HU8&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 1) ?i.8a• W M u) z J z NW 4 ST E.B.L. GRASS N SIDEWALK F2.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 #: 1973 Wo1 TEST HOLE # : 14 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: FORCE MAIN LOCATED UTILITY: OTHER: GAS WATER ELE. TEL SAN F.M. STORM FORCE MAIN MATERIAL AS FOUND: OTHER: FDOT JOB #: N/A WORK ORDER #: 01 PAVEMENT TYPE: NONE ASPHALT CONCRETE ASPHALT OVER CONC BRICK COBBLES OTHER: GRASS SIDEWALK DIRT PAVEMENT CONDITION: DI a STL W/STL VCPX RCP TILE DUCT PLA T.COTTA ACP GALV. ROUGH POUR SHEET OF : N/A SMOOTH POUR PVC UNK OB CABLE N/A SOIL CONDITIONS: SIZE AS FOUND: (I) 4" SIZE AS EXPECTED: 4" U11UTY CONDITION: GOOD FAIR POOR N/A NARQ SOFT WET MOIST DRY SANG CLAY ROCKY N/A SOLID —ROCK PROPOSED: ROADWAY IMPROVEMENTS COVER ESTAB. BY: IVAN FORM CHECKED BY: I.MARTI GOOD FAIR POOR N/A FORM BY: IVAN ASSISTED BY: ALEX NUMBER OF HOLES: 1 TODAY'S DATE: 10/30/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE auv-(eo ) WDIN t4" N/A FACING 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: 7:55 AM STATION: — OFFSET: — M.H. EDGE OF PAVEMENT 19.80' NW 4 TER E.B.L. 11.50' SIDEWALK GRASS N FZ.ALEMAN & Associates Inc. CONSULTING ENGINEERS 10305 NW 41 STREET. SUITE 200 MIAUI. FL 33178 TELEPHONE (305) 591 8777 FAX (305) 599 8749 VACUUM TEST HOLE REPORT FRA JOB xt: 1973 Wo1 TEST HOLE # : 15 FRA P.M.: O.M. STANTON PROJECT NAME: FAIRLAWN STORM PHASE 28 LOCATE REQUESTED BY: T.Y. LIN INTERNATIONAL FDOT JOB #: N/A 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: (1) 6" SIZE AS EXPECTED: UNK UTILITY CONDITION: GOOD FAIR POOR 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 SOIL CONDITIONS: HARD SOFT WET MOIST DRY SAND CLAY ROCKY N/A SOUD—ROCK SHEET OF :N/A PROPOSED: ROADWAY IMPROVEMENTS COVER ESTAB. BY: WAN FORM CHECKED BY: WART! FORM BY: IVAN ASSISTED BY: ALEX NUMBER OF HOLES: 2 TODAY'S DATE: 10/30/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N A WHITE WOTH •f6" PWT. I 1/2" FAtlNO I N INSTALLED: PK HUB&TACK STL PIN CHISX CHIS 80X AT: CROWN EOGE OF UTILITY: E W S N 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 o 1) vi gI (01 II WM VALVE -O SAN M.H. 35. N zI J rD (/1