Loading...
HomeMy WebLinkAboutExhibit16• • • TRANSMITTAL NOTICE FZ.ALEMAN a Associates, Inc. No. 1 CONSULTING ENGINEERS & SURVEYORS Date 09/19/08 www.FR-Aleman.Com Sheet 1 10305 NW 41 Street, Suite 200 Miami, Florida 33178 (305) 591-8TT7 TEL (305) 599-8749 FAX TO: COMPANY T.Y. LIN INTERNATIONAL PROJECT NAME FLAGAMI/ WEST END PHASE II ATTENTION Mr_ Frank Atonso, E.I. F.D.O.T. Job.# N/A ADDRESS 201 Alhambra Circle WORK ORDER NO. WA SUITE 900 TEL . 305-587-1888 FRA NO. 1972-Wo1 CITY Coral Gables STATE FL ZIP 33134 PRIORITY: ❑ ❑ ❑ Same Day 2°° Day O ❑ Nerd Day Other Regular Mail AM PM We are transmitting to you: • Item 1 , Oate 09/19/06 tatty 1 Description Status C Test Hole Summary no survey for 1972-Wo1 2 09/19/06 33 Test Hote Reports for 1972-Wo1 C 3 4 09/19/06 7 Utliity Designation Sketches for 1972-Wo1 C _ 5 6 _ 7 8 Codes for Status Column: 8 Approved as Noted A Approved C Submitted for Approval D Corrected & Re -Submitted E For Your Files F Refer to Remarks IF THESE ITEMS ARE NOT RECEIVED OR ARE NOT AS LISTED, PLEASE NOTIFY US IMMEDIATELY. Remarks: LIVaomon ror.K1017/11TnA'�MWol Q1100mo Signature Required: 0 Yes 0 No Received by: Signature Date: Time: Sent By: Delivered By. O.M. Stanton • F.�. ALEMAN & Associates, Inc. CONSULTING ENGINEERS d 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 **AII Measurements Are In Tenths ** JOB NAME: FLAGAMI/WEST END PHASE II JOB LOCATION: Same as Above FRA PROJECT MANAGER: Mr. D.M. Stanton TH 1 UTILITY I COVER COMMENTS 1 TEL./ DUCT - SYSTEM 2.00' SEE FORM 1A FOC./ DUCT - SYSTEM 5.35' SEE FORM 2 FOC./ DUCT - SYSTEM 9.20' SEE FORM 3 1 STORM 1 4.40' SEE FORM 4 TEL./ DUCT - SYSTEM 7.20' SEE FORM 5 1 FORCE MAIN 1 3.50' SEE FORM 6 1 FOC 1 2.27' SEE FORM 7 1 WATER 1 4.20' SEE FORM 8 1 STORM 1 4.10' SEE FORM 9 1 WATER 1 4.70' SEE FORM 9A TEL./ DUCT SYSTEM 4.55' SEE FORM 10 1 FORCE MAIN 1 5.45 SEE FORM 11 FOC./ DUCT - SYSTEM 2.90' SEE FORM 11A 1 TELEPHONE 1 3.00' SEE FORM 12 1 WATER 1 4.00' SEE FORM 13 FOC./ DUCT - SYSTEM 3.15' SEE FORM Page 1 of 2 ZAVatatus f r wionVtajav61972'Swmariu\Wol 09-19- 4,c CONSULTING ENGINEERS & SURVEYORS www.FR-Aleman.com Email: dstanton@FR-Aleman.com Miami - Orlando - Tampa - Jacksonville - Tallahassee • • • TH UTILITY COVER COMMENTS TE14 SYSTEM 2.55' SEE FORM 15 TEL./ SiDEM SY16 4.35' SEE FORM TEL./ DUCT- SYSTEM 3.55' SEE FORM 16A WATER 2.65' SEE FORM 17 ELECT./ DUCT - SYSTEM 5.40' SEE FORM ,-L1 , I'll lr-r_ 18 SYSTEM 5.80' SEE FORM 19 ELECT./ DUCT - SYSTEM 6.56' SEE FORM 20 FOC./ DUCT. - SYSTEM 6.30' SEE FORM 21 1 WATER 1 4.75' SEE FORM 21A TEL/ DUCT - SYSTEM 4.20' SEE FORM 216 1 TELEPHONE 3.00' SEE FORM .22 1 WATER 1 4.90' SEE FORM 23 FOC./ DUCT - SYSTEM 2.40' SEE FORM 24 FOC./ DUCT - SYSTEM 3.05' 25 FOC./ DUCT - SYSTEM 2.90' SEE FORM SEE FORM 1 26 1 GAS j 2.83' SEE FORM 1 27 WATER 1 3.80' Z:tV.cmlc Emma. icxriProjortA19 72Zussomaio%/01 09-19-06.do, SEE FORM Page 2 of 2 Miami - Orlando - Tampa - Jacksonville - Tallahassee MALEMAN 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 # : 01 FRA P.M.: D.M. STANTON PROJECT NAME: FLAGAMJ/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: 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 SOUD—ROCK SHEET OF : N/A PROPOSED : DRAINAGE COVER ESTAB. BY: JUUO FORM CHECKED BY: IMARTI SIZE AS FOUND: (1) 4"PVC SIZE AS EXPECTED: UNK (1) 2-CABLE 000D FAIR POOR N/A UTIUTY CONDITION: FORM BY: JULIO ASSISTED BY: FEUX—JOSE NUMBER. OF HOLES: 1 TODAYS DATE: 09/11/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE Lap INOTH ±48- FACING SE 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: 7:50 AM STATION: — OFFSET: — SAN MH STOP II SIGN 7 SW 4 ST E.B.L. GRASS FOC BOX FR.ALEMAN & Associates Inc. CONSULTING ENGINEERS 10305 NW 41 STREET, SUITE 200 MIAMI, FL. 33178 TELEPHONE (305)591 8777 FAX (305) 5998749 VACUUM TEST HOLE REPORT FRA JOB #: 1972 Wo1 TEST HOLE sr: 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 UTILITY: OTHER: CAS WATER ELE. TEL SAN F.M. STORM 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 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 COVER ESTAB. BY: JULIO FORM CHECKED BY: I.MAR11 SIZE AS FOUND: (4)1 1/2" UTILITY CONDITION: SIZE AS EXPECTED: UNK GOOD FAIR POOR N/A RIBBON INSTALLED: RED am-sorra1 FORM BY: JULIO BLUE YELLOW PINK N/A WHITE MOTH 10' ORANGE GREEN FACING w ASSISTED BY: FELIX-JOSE NUMBER OF HOLES: 1 TODAYS DATE: 09/11/06 INSTALLED: PK HU8&TACK SR PIN CHISX HIS BOX AT: CROWN EDGE OF UTILITY: E W S N SURVEY PIN LOCATED BY: Other Surveyors NOTES: TIME 9:40 AM STATION: - OFFSET: — SAN MH Q \ \ \O. -A\ \ \ \ BOX STOP SIGN SW 4 ST E.B.L. 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 rs: 1972 Wo1 TEST HOLE # = 02 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 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" SIZE AS EXPECTED: UNK UT1UTY CONDITION: WORK ORDER#: 01 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 COVER ESTAB. BY: T.DIAZ FORM CHECKED BY: I.MARTI FORM BY: T.DIAZ GOOD FAIR POOR N/A RIBBON INSTALLED: RED BLUE. YELLOW ORANGE PINK N/A WHITE GREEN MOAT }20-1 roc w ASSISTED BY: MIGUEL—ALEX NUMBER OF HOLES: 2 TODAY'S 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: 11ME: 2:00 PM STATION: — OFFSET: — N w� up J m Z FACE OF CURB STORM MH STORM MHO GRASS 7.80' MCI k: S STOP SIGN SW 4 ST W.B.L. 4 FR.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 #: 1972 Wo1 TEST HOLE # = 03 FRA P.M. D.M. STANTON PROJECT NAME: FLAGAMI/WEST END PHASE II FOOT JOB V : 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: 0I 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: 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 SOLO —ROCK SHEET OF : N/A PROPOSED : DRAINAGE COVER ESTAB. BY: JULIO FORM CHECKED BY: LMARTI SIZE AS FOUND: (1) 48" SIZE AS EXPECTED: (1) 48" • UTIUTY CONDITION: GOOD FAIR POOR N/A FORM BY: JULIO ASSISTED BY: FEUX—JOSE—ALEX RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE EL;) t48-J f E NUMBER OF HOLES: 1 TODAY'S DATE 09/13/06 INSTALLED: AT: PK HUB&TACK STL PIN CHISX CHIS BOX CROWN EDGE OF UTIUTY: EWSN 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: — N SIDEWALK W FLAGLER ST E.B.L. 0 0 N WM VALVE GRASS SEWER VALVE 25.80' STORM MH w cD J w Vi 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 #s 1972 Wol TEST HOLE # s 04 FRA P.M.: O.M. STANTON PROJECT NAME FLAGAMI/WEST END PHASE 11 FDOT JOB #: N/A LOCATE REQUESTED BY: T.Y. UN 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 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: 01 C1 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.DJAZ FORM CHECKED BY: I.MARTI SIZE AS FOUND: (6) 4" SIZE AS EXPECTED: (6) 4' UTIUTY CONDITION: GOOD FAIR POOR N/A RIBBON INSTALLED: FORM BY: T.D1AZ ASSISTED BY: MIGUEL—ALEX NUMBER OF HOLES: 2 TODAY'S DATE 09/11/06 RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE p 1-1-32" 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: UNABLE TO SEE BST. DUCT DUE TO WATER BUT VERIFIED WITH AIRLANCE TIME: 7:55 AM STATION: — OFFSET: — in co z J co z STORM MH _ NW 2 ST E.B.L 5.60' - 16.90' GRASS BST BST -0 0 N FZ.ALEMAN do Associates F Inc. t CONSULTING NGINEERS 10305 NW 41 STREET, SUITE 20D MIAMI, FL. 33178 TELEPHONE (305) 591 8777 FAX (305) 599 8749 VACUUM TEST HOLE REPORT FRA JOB #I 1972 Wo1 TEST HOLE # : 05 FRA P.M. t 0.M. STANTON PROJECT NAME: FLACAMI/WEST END PHASE 11 LOCATE REQUESTED BY: T.Y. L1N INTERNATIONAL FOOT JOB # : N/A REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM OTHER: FORCE MAIN LOCATED UTILITY: OTHER: PAVEMENT TYPE: OTHER: WORK ORDER#: 01 NONE ASPHALT CONCRETE ASPHALT OVER CONC BRICK COBBLES GRASS SIDEWALK DIRT GAS WATER ELE: TEL SAN F.M. STORM PAVEMENT CONDITION: Q000 FAIR POOR N/A SOIL CONDITIONS: FORCE MAIN HARD SOFT WET MOIST DRY SAND CLAY ROCKY N/A SOLID —ROCK 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: 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" U11LITY CONDITION: FORM BY: JULIO GOOD FAIR POOR N/A ASSISTED BY: FEUX—JOSE NUMBER OF HOLES: 1 TODAYS DATE: RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE EILV SJRVCY PIN COVER 3.50' CONDI eorrC*) 8.50' Pwr. MUTT ±60" FACING w INSTALLED: AT: 09/11/06 PK HUB&TACK STL PIN CHISX CHIS BOX CROWN EDGE OF UTILITY: E W S N SURVEY PIN LOCATED BY: Other Surveyors NOTES: TIME: 10:50 AM STATION: — OFFSET: — N w� z z SAN / MHO/ GRASS C.B. SIDEWALK FRONT OF SIDEWALK NW 2 ST W.B.L. • 4FR.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 it : 06 FRA P.M.: D.M. STANTON PROJECT NAME: FLAGAMI/WEST ENO PHASE 1I FOOT JOB -I# : N/A WORK ORDER#: 01 LOCATE REQUESTED 8Y: T.Y. UN INTERNATIONAL REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM OTHER: FOC ATT LOCATED UTIUTY: OTHER: PAVEMENT TYPE: NONE ASPHALT CONCRETE ASPHALT OVER CONC BRICK COBBLES OTHER: GRASS SIDEWALK DIRT GAS WATER ELE. TEL SAN F.M. STORM FOC ATT PAVEMENT CONDITION: GOOD FAIR POOR N/A 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: SIZE AS FOUND: (I) 24"X24" SIZE AS EXPECTED: UNK 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 FORM BY: T.DIAZ ASSISTED BY: MIGUEL—ALEX UTILITY CONDITION: RIBBON INSTALLED: ELEV SUNV£Y PIN L~. COIXR 12.27 'Egv (rovj cow)! {eorrn+) 4.27' STORM MH — co z GOOD FAIR POOR N/A RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE PflU worn FAa►w t24" E \ STOP SIGN NUMBER OF HOLES: 1 TODAYS DATE: 09/11/06 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: DUG HOLE ON GRASS BUT INSTALLED PK. ON ASPHALT AND UNABLE TO SEE UTIUTY DUE TO CONCRETE. TIME: 9:10 AM STATION: — OFFSET: — 0 85 i NW 4 ST E.B.L. STORM MH GRASS 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 WO TEST HOLE # : 07 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 UTIUTY: GAS WATER ELE. TEL SAN F.M. STORM OTHER: PAVEMENT CONDITION: GOOD FAIR POOR N/A 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: SOIL CONDITIONS: HARD SOFT WET MOIST DRY SAND CLAY ROCKY N/A SOLID —ROCK SHEET OF : N/A PROPOSED : DRAINAGE COVER ESTAB. 8Y: T.DIAZ FORM CHECKED BY: LMARTt SIZE AS FOUND: (1) 20" SIZE AS EXPECTED: (1) 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 ORANGE GREEN PINK N A WHITE ±20" INSTALLED; AT: PK HUBScTACK 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: — TAMIAMI CANAL RD. E.B.L. F .AIEMAN do Associates Inc. CONSULTING ENGINEERS 10305 NW 41 STREET, SUITE 200 MIAMI, FL. 33178 TELEPHONE (3052 591 8777 FAX (305) 599 749 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 FDOT JOB 41: N/A LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL 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 T1LE DUCT PLA T.COTTA ACP GALV. 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 CONDITION: QOOD FAIR POOR N/A HARD SOFT WET MOIST DRY SAND CLAY ROCKY N/A SOUD—ROCK SOIL CONDITIONS: SHEET OF : N/A PROPOSED : DRAINAGE COVER ESTAB. BY: JUDO FORM CHECKED BY: I.MARTI SIZE AS FOUND: (1) 48" SIZE AS EXPECTED: (I) 48" UTIUTY CONDITION: GOOD FAIR POOR N/A FORM BY: JULIO ASSISTED BY: FELIX—JOSE—ALEX NUMBER OF HOLES: 1 TODAY'S DATE: RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE WIDTH t48" FACING IE INSTALLED: AT: 09/13/06 PK 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: — N STORM MH O WM VALVE I SIDEWALK FPL POLE 39.90' J410. w M cD W FLAGLER ST E.B.L. • 4F.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 # : 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 WORK ORDER #: 01 REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM OTHER: LOCATED UTILTY: 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: 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: JUDO FORM CHECKED BY: LMARTI SIZE AS FOUND: (I) 8" SIZE AS EXPECTED: (I) 8" UTILITY CONDITION: FORM BY: JUUO . ASSISTED BY: FEUX—JOSE GOOD FAIR POOR N/A NUMBER OF HOLES: 1 TODAYS DATE: 09/12/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK IW WHITE ELEV SUN I co►av TGP 4.70' cows eanaso 1 5.37' won+ I*8" FACING E INSTALLED: AT: PK HUBS:TACK STL PIN CHISX CHIS BOX CROWN EDGE OF UTILITY: E W -S N SURVEY PIN LOCATED BY: Other Surveyors NOTES: T1ME: 7.50 AM STATION: — OFFSET: — NW 2 ST. 22.40' E.B.L. GRASS LIGHT POLE N SIDEWALK FZ.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 wol TEST HOLE u : 09A FRA P.M. O.M. STANTON PROJECT NAME: FLAGAMI/WEST END PHASE 11 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: OTHER: GAS WATER ELE. TEL SAN F.M. STORM 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: (4) 4" UT1UTY 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: WART' SIZE AS EXPECTED: UNK GOOD FAIR POOR N/A FORM BY: T.DIAZ ASSISTED BY: FELIX—JOSE NUMBER OF HOLES: 1 TODAYS DATE: 09/11/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE ELEV SURVEY Pit: COVER 4.55' corvl(eorror) 6.00' immOrwrow ibCCIe ±16" N/A we -cart. N/A 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: 9:10 AM STATION: — OFFSET: — SAN MH J z N %ki \•9p. NW 2 ST. E.B.L. GRASS � laS LIGHT POLE SIDEWALK FZ.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 #: 1972 Wol TEST HOLE #$ 10 FRA P.M. = D.M. STANTON PROJECT NAME: FL AGAMI/WEST END PHASE ll 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: 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: 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" UTIUTY CONDITION: 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) 54" FORM BY: JULIO GOOD FAIR POOR N/A RIBBON INSTALLED: ASSISTED BY: FEUX—JOSE NUMBER OF HOLES: 1 TODAYS DATE: 09/12/06 RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE GRASS c 4 *54' PINT. 3" N/A FAOMC 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: TIME: 10:00 AM STATION: — SAN MH NW 3 ST E.B.L. OFFSET: -- N 4 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 It: 1972 Wol TEST HOLE It: 11 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: FOC/DUCT— SYSTEM LOCATED UTILITY: OTHER: GAS WATER ELE. TEL SAN F.M. STORM 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: OTHER: DI CI STL W/STL VCPX RCP TILE DUCT PLA T.COTTA ACP GALV. ROUGH POUR SMOOTH POUR PVC UNK 0B CABLE N/A SIZE AS FOUND: 0) 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: JULIO FORM BY: JULIO FORM CHECKED BY: I.MARTI ASSISTED BY: FEUX—ALEX UTILITY CONDITION: GOOD FAIR POOR N/A RIBBON INSTALLED: NUMBER OF HOLES: 1 TODAY'S DATE: 09/13/06 RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE wov *24 PWT N/A N/A FACING 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: 2:00 PM STATION: — OFFSET: — STOP SIGN • TAMIAMI CANAL RD. E. B.L. EDGE OF PAVEMENT gI viI $I GRASS N FRONT OF SIDEWALK SIDEWALK F2.ALEMAN do Associates, Inc. CONSULTING ENGINEERS 10305 NW 41 STREET, SUITE 200 MIAMI, FL 33178(( TELEPHONE FAX (305) 599(305) 8749591 8777 VACUUM TEST HOLE REPORT FRA JOB #: 1972 Wol TEST HOLE u s 11A • FRA P.M, t O.M. STANTON PROJECT NAME: FLAGAMI/WEST END PHASE II FOOT JOB # : N/A LOCATE REQUESTED BY: T.Y. UN INTERNATIONAL REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM OTHER: FOC 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: 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 SHEET OF : N/A PROPOSED : DRAINAGE COVER ESTAB. BY: JUUO FORM CHECKED BY: LMARTI SIZE AS FOUND: (1)1" SIZE AS EXPECTED: (I)1" UTILITY CONDITION: GOOD FAIR POOR N/A FORM BY: JULIO RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE fr=0:10 [ ±1 rAa4 r. E ASSISTED BY: FELIX—JOSE NUMBER OF HOLES: 1 TODAYS DATE: 09/12/06 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: 10:40 AM STATION: — OFFSET: — w Y) tD z J co z SAN MH STOP SIGN SAN MN I) N. TAMIAMI CANAL RD. E.G.L. \ / :J1111 GRASS N SIDEWALK F.Z.ALEMAN do Associates, Inc. CONSULTING ENGINEERS 10305 NW 41 STREET. SUITE 200 M IAMI. FL 33178 TELEPHONE (305)591 8777 FAX (305) 599749 VACUUM TEST HOLE REPORT FRA JOB #: 1972 Wot TEST HOLE # = 12 FRA P.M. O.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: 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 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 D8 CABLE N/A OTHER: 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.MARTI SIZE AS FOUND: (I) 20" SIZE AS EXPECTED: (1) 20" FORM BY: JULIO UTILITY CONDITION: GOOD FAIR POOR N/A RIBBON INSTALLED: ASSISTED BY: FEUX—JOSE NUMBER OF HOLES: 1 TODAY'S DATE: 09/12/06 RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE 'MOTH f ±20' sue-Ft/W. �^.J LN E 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 s. SAN MHp TAMIAMI CANAL RD. E.B.L. GRASS FRONT OF SIDEWALK SIDEWALK FR. ALEMAN do Associates Inc.CONSULTING ENGINEERS 10305 NW 41 STREET. SUITE 200 MIAMI. FL. 33178( FAX (305) 599 587491 8777 VACUUM TEST HOLE REPORT FRA JOB #: 1972 Wo1 TEST HOLE # i 13 FRA P.M. 1 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: FOC/ DUCT —SYSTEM LOCATED UTILITY: GAS WATER £LE. 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: (5)1 1/2' OTHER: WORK ORDER #: 01 PAVEMENT TYPE: 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 SOUD—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 PINK BLUE YELLOW N/A WHITE ORANGE GREEN *DM l ±19` rho S ASSISTED BY: MIGUEL—ALEX NUMBER OF HOLES: 1 INSTALLED: AT: TODAY'S DATE: 09/11/06 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 I/� nI NI 2-1 1/2•PL SI1C FPL \ POLE N EQ.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 Wal TEST HOLE # : 14 FRA P.M.: O.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: OTHER: GAS WATER ELE. TEL SAN F.M. STORM 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: 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: WART' SIZE AS FOUND: (1) 3/4" (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: 09/13/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE IIEv 9491E! PM COVER UP 2.55' (nw) covcA_(eonw) r3.55' EL: (1,0 ±12" N/A FAc C 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: 12:00 PM STATION: — OFFSET: — N EDGE OF P STORM MHf STORM MHQ 13.00' SW 2 ST. E.B.L. GRASS 3.90' EDGE OF PAVEMENT 0 N°'I F2.ALEMAN do Associotes Inc. CONSULTING LNGINEERS 10305 NW 41 STREET, SUITE 200 MIAMI, FL. 33178 FATEX (((305) 599 87491 8777 VACUUM TEST HOLE REPORT FRA JOB #: 1972 Wot TEST HOLE u * 15 FRA P.M.: D.M. STANTON PROJECT NAME: FL.AGAMI/WEST END PHASE II FDOT JOB #: N/A WORK ORDER#: 01 LOCATE REQUESTED 8Y: T.Y. LIN INTERNATIONAL REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM OTHER: DUCT -SYSTEM PAVEMENT TYPE: OTHER: NONE ASPHALT CONCRETE ASPHALT OVER CONC BRICK COBBLES GRASS SIDEWALK DIRT LOCATED UTILITY: OTHER: GAS WATER ELE. TEL SAN F.M. STORM 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: 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 FOUND: (2) 4" SIZE AS EXPECTED: (2) 4" FORM BY: T.DIAZ ASSISTED BY: MIGUEL-ALEX UTILITY CONDITION: GOOD FAIR POOR N/A NUMBER OF HOLES: 1 TODAYS DATE: 09/12/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE PWT. N/A MOW NE NW 2 STREET C.B.L. INSTALLED: AT: PK HUB&TACI< STL PIN CHISX CHIS BOX CROWN EDGE OF UTILITY: E W S SURVEY PIN LOCATED BY: Other Surveyors NOTES: TIME: 1:00 PM STATION: - OFFSET: - GRASS STREET �1 82.25^ LPOLE SIDEWALK 24.40' WATER VALVE —10 N FR.ALEMAN & Associates Inc. FRA JOB #: 1972 Woi CONS NING W 41tNGINE rsulTE 200 VACUUM TEST HOLE REPORT MIAMI, FL 33178 TEST HOLE # : 16 TELEPHONE (305) 591 8777 FAX (305) 599 8749 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: DUCT -SYSTEM 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 DUCT -SYSTEM 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 : DRAINAGE COVER ESTAB. BY: T.DIAZ FORM CHECKED BY: LMARTI SIZE AS FOUND: (4) 4" (I)UNK SIZE AS EXPECTED: UNK FORM BY: T.DIAZ ASSISTED BY: MIGUEL-ALEX UTILITY CONDITION: GOOD FAIR POOR N/A NUMBER OF HOLES: 1 TODAYS DATE: 09/12/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN INSTALLED: PK HUB&TACK STL PIN CHISX CHIS BOX PINK N/A WHITE CABLE wonH r 29" FACING S AT: CROWN EOGE OF UTILITY: E W S N SURVEY PIN LOCATED 81: Other Surveyors NOTES: UNABLE TO SEE BST. DUCT DUE TO WATER BUT VERIFIED TOP AND BOTTOM WITH AIRLANCE TIME: 7:55 AM STATION: - OFFSET: — F.P.L GRASS CONCRETE POLE N N Nit NW 4 ST W.B.L. WATER VALVE J co vi SEWER MH FZ.ALEMAN do Associates, Inc. CONSULTING ENGINEERS 10305 NW 41 STREET, SUITE 200 MIAMI, FL. 33178(( TELEPHONE FAX (305) 599(305) 8749591 8777 VACUUM TEST HOLE REPORT FRA JOB st: 1972 Wo1 TEST HOLE u + 16A 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: LOCATED UTILITY: OTHER: PAVEMENT TYPE: OTHER: NONE ASPHALT CONCRETE ASPHALT OVER CONC BRICK COBBLES GRASS SIDEWALK DIRT 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 UNI< 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: T.DIAZ FORM CHECKED BY: !.MART] SIZE AS FOUND: (1)4" SIZE AS EXPECTED:(I)4" UTILITY CONDITION: FORM BY: T.DIAZ ASSISTED BY: MIGUEL—ALEX GOOD FAIR POOR N/A NUMBER OF HOLES: 1 TODAY'S DATE 09/12/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK Tr/7c WHITE WAD H f 4" 3" N/A rAaNG INSTALLED: AT: PK HUB&TACK STL PIN CHISX CHIS BOX CROWN EDGE OF UTILITY: EWSN 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 F.P.L CONCRETE POLE STORM NW 4 ST W.B.L. WATER VALVE z SEWER MH OTHER: FZ.ALEMAN Si 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 # : 17 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: 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 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(J) 88"XUNK" SIZE AS EXPECTED: UNK 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 BY: JULIO UTILITY CONDITION: G000 FAIR POOR N/A RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE I EV PwT. 3" We-PwT. ( L N�A..a • 5.40' covcn :o • ) LUNK FACV0 UNK CLEW. L I ±88- 1 W 1 ASSISTED BY: FELIX-ALEX NUMBER OF HOLES: 2 TODAYS DATE: 09/13/06 INSTALLED: PK HUBScTACK 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: 12:00 PM STATION: - OFFSET: - SIDEWALK FRONT OF SIDEWALK G.B. ASPHALT DRIVE WAY 1 .I (0I 01 GRASS EDGE OF PAVEMENT SW 6 ST N W.B.L. 4FR.ALEMAN Se Assoc;otos Inc. CONSULTING ENGINEERS 10305 NW 41 STREET, SUITE 200 MIAMI, FL. 33178 TELEPHONE (305) 591 8777 FAX (305)599 B749 VACUUM TEST HOLE REPORT FRA JOB rt: 1972 Wo1 TEST HOLE # 0 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 REQUESTED LOCATE: GAS WATER ELE. TEL SAN F.M. STORM OTHER: FOC/ DUCT —SYSTEM LOCATED UTIUTY: OTHER: MATERIAL AS FOUND: OTHER: WORK ORDER#: 01 PAVEMENT TYPE: NONE ASPHALT CONCRETE ASPHALT OVER CONC BRICK COBBLES OTHER: CRASS SIDEWALK DIRT GAS WATER ELE. TEL SAN F.M. STORM FOC/ DUCT —SYSTEM DI CI STL W/STL VCPX RCP TILE DUCT PLA T.COTTA ACP GALV. ROUGH POUR SMOOTH POUR PVC UNK 0B CABLE N/A SIZE AS FOUND: (6) 4" UTILITY CONDITION: PAVEMENT CONDITION: G000 FAIR POOR N/A_ SOIL CONDITIONS: SHEET OF : N/A HARD SOFT WET MOIST DRY SAND CLAY ROCKY N/A SOUO—ROCK PROPOSED : DRAINAGE COVER ESTAB. BY: JULIO FORM CHECKED BY: LMARTI SIZE AS EXPECTED: (6) 4" GOOD FAIR POOR N/A FORM 8Y: JUUO ASSISTED BY: FELIX—JOSE NUMBER OF HOLES: 1 TODAY'S DATE: 09/13/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE MOTH t24" FACING 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: 10:30 AM STATION: — OFFSET: — SW 6 STREET E.B.L. EDGE OF PAVEMENT GRASS tV I SIDEWALK FRONT OF SIDEWALK 1551 UGHT POLE N J V) 7 FR.ALEMAN do Associates Inc. CONSULTING ENGINEERS 10305 NW 41 STREET, SUITE 200 MIAMI, FL 33178 TEL (HONE (305)599 591 8777 FA VACUUM TEST HOLE REPORT FRA J08 m 1972 Wo1 TEST HOLE # 119 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 LOCATED UTILITY: OTHER: GAS WATER ELE. TEL SAN F.M. STORM DUCT —SYSTEM WORK ORDER # : 01 PAVEMENT TYPE: NONE ASPHALT CONCRETE ASPHALT OVER CONC BRICK COBBLES OTHER: GRASS SIDEWALK DIRT 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 08 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: WART! SIZE AS FOUND:(I) 88"XUNK" SIZE AS EXPECTED: UNK UTILITY CONDITION: GOOD FAIR POOR N/A RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE UNK 188" PwT. 9Ja-PNIL N/A I FACAIC FORM BY: T.DIAZ ASSISTED BY: MIGUEL—ALEX NUMBER OF HOLES: 2 TODAYS DATE: 09/13/06 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: UNABLE TO VERIFY BOTTOM COVER DUE TO ROCK AND WATER FLOW. 11ME: 1:20 PM STATION: — OFFSET: — W co .J m Z (� STOP `IIIhIILL SIGN FRONT OF SIDEWALK SIDEWALK 20.30' o m viI GRASS EDGE OF PAVEMENT SW 6 ST ` N W.B.L. ER.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 #: 1972 Wot TEST HOLE # 20 FRA P.M. D.M. STANTON PROJECT NAME: FLAGAMI/WEST END PHASE 11 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: 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: 0001) 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 0B 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: LMART) SIZE AS FOUND: (3)1 1/2' SIZE AS EXPECTED: UNK FORM BY: JUUO ASSISTED BY: FELIX-JOSE UTILITY CONDITION: GOOD FAIR POOR N/A NUMBER OF HOLES: 1 TODAYS DATE: 09/12/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE ±10" I FACING INSTALLED: PK HUB&TACK STL PIN CHISX CHIS BOX AT: CROWN EDGE OF UTILITY: EWSN SURVEY PIN LOCATED BY: Other Surveyors NOTES: TIME: 3:00 PM STATION: - OFFSET: - SIDEWALK POLE OF C n MH C.B. GRASS SW 4 ST to F ALEMAN do Associates 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 Wot TEST HOLE u : 21 FRA P.M. 2 D.M. STANTON PROJECT NAME: F-LAGAMI/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: 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: GOOF 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: JUUO FORM CHECKED BY: UAARTI SIZE AS FOUND: (I) 8" SIZE AS EXPECTED: (I) 8" UTILITY CONDITION: RIBBON INSTALLED: GOOD FAIR POOR N/A FORM BY: JUDO ASSISTED BY: FEUX—JOSE NUMBER OF HOLES: 1 TODAYS DATE 09/12/06 RED BLUE YELLOW ORANGE GREEN PINK Tr/A— WHITE INSTALLED: AT: PK HUBAcTACK STL PIN CHISX CHIS BOX CROWN EDGE OF UTIUTY: E W S N SURVEY PIN LOCATED BY: Other Surveyors NOTES: TIME: 1:00 PM STATION: — OFFSET: SAN MHQ I- U N t0 3 z .J m i 22.15' oC pP N N NW 2 ST. 0 E.B.L. LIGHT POLE GRASS SIDEWALK 4F.ALEMAN & Associates Inc. CONSULTING ENGINEERS 10305 NW 41 STREET, SUITE 200 M1Aia, FL 33178 TELEPHONE (305 591 8777 FAX (305) 599 749 VACUUM TEST HOLE REPORT FRA JOB #: 1972 Wel 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. LIN 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 U11UTY: 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.COTIA 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.MARTI SIZE AS FOUND: (2) 4" SIZE AS EXPECTED: UNK FORM BY: JULIO UTILITY CONDITION: GOAD FAIR POOR N/A ASSISTED BY: FELIX-JOSE NUMBER OF HOLES: 1 TODAYS DATE: 09/12/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE ±12" PINT. sue—PWL N/A I 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: 1:40 PM STATION: - OFFSET: - J m SAN MH Q \ of S• STOP SIGN NW 2 ST. E.B.L. N R0 GRASS SIDEWALK 4FZ.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. Wol TEST HOLE It : 21B FRA P.M.: D.M. STANTON PROJECT NAME FlAGAMI/WEST END PHASE II FDOT JOB # : N/A WORK ORDER M 01 LOCATE REQUESTED BY: T.Y. UN 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 OTHER: GAS WATER ELE. TEL SAN F.M. STORM MATERIAL AS FOUND: DI C! 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) 2" UTILITY CONDITION: 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) 2" FORM BY: JULIO ASSISTED BY: FELIX--JOS£ GOOD FAIR POOR N/A RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE NUMBER OF HOLES: 1 TODAYS DATE: 09/12/06 INSTALLED: AT: PK HUB&TACK STL PIN CHISX CHIS BOX CROWN EDGE OF UTILITY: EWSN SURVEY PIN LOCATED BY: Other Surveyors NOTES: TIME: 2:10 PM STATION: — OFFSET: — SAN MH Q J m Z 23.10' 1 � NW 2 ST. E.B.L. ix \ o � \.•moo, N GRASS LIGHT POLE SIDEWALK 4 f.Z.ALEMAN & Associates Inc. CONSULTING ENGINEERS 10305 NW 41 STREET. SUITE 200 MIAMI. FL. 33178 FAAX (305) 599 58749 8777 ) 591 FAX VACUUM TEST HOLE REPORT FRA JO8 #s 1972 Wo1 TEST HOLE # s 22 FRA P.M. ! D.M. STANTON PROJECT NAME: FLAGAM1/WEST END PHASE 11 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 UTILITY: OTHER: GAS WATER ELE. TEL SAN F.M. STORM PAVEMENT TYPE: NONE ASPHALT CONCRETE ASPHALT OVER CONC BRICK COBBLES OTHER: GRASS SIDEWALK DIRT PAVEMENT CONDITION: CO(31D FAIR POOR N/A 1 SOIL CONDITIONS: MATERIAL AS FOUND: DI CI ST1 W/STL VCPX RCP TILE DUCT PLA T.COTTA ACP GALV. ROUGH POUR SHEET OF : N/A SMOOTH POUR PVC UNK D8 CABLE N/A OTHER: HARD SOFT WET MOIST DRY SAND CLAY ROCKY N/A SOLID —ROCK PROPOSED : DRAINAGE COVER ESTAB. BY: T.DIAZ FORM CHECKED BY: (.MART) SIZE AS FOUND: (1) 2" SIZE AS EXPECTED: (I) 2" FORM BY: T.DIAZ ASSISTED BY: MIGt1EL—ALEX UTILITY CONDITION: GOOD FAIR POOR N/A NUMBER OF HOLES: 2 TODAYS DATE: 09/12/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE wom t2" FAO$Q 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 ANO UNABLE TO SEE WATER PIPE DUE TO WATER BUT VERIFIED WITH AIRLANCE, TIME 10:40 AM STATION: — OFFSET: — GRASS rit WATER sov VALVE C.B. NW 5 ST W.B.L. Io I0 0. N EDGE OF PAVEMENT GRASS AFR.ALEMAN do Associotes Inc. CONSULTING ENGINEERS 10305 NW 41 STREET, SUITE 200 MIAMI, FL. 3((3178)) FAX (305) 5 5 987491 8777 VACUUM TEST HOLE REPORT FRA JOB #: 1972 Wo1 TEST HOLE u s 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 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 FOC/DUCT-SYSTEM MATERIAL AS FOUND: OTHER: PAVEMENT CONDITION: . GOOD FAIR POOR N/A SOIL CONDITIONS: HARD SOFT WET MOIST DRY SAND CLAY ROCKY N/A SOLID -ROCK DI CI STL W/STL VCPX RCP TILE DUCT PLA T.COTTA ACP GALV. ROUGH POUR SHEET OF : N/A SMOOTH POUR PVC UNK D8 CABLE N/A PROPOSED : DRAINAGE COVER ESTAB. BY: JULIO FORM CHECKED BY: I.MARTI SIZE AS FOUND: (1) 24"X24" SIZE AS EXPECTED: UNK UTIUTY CONDITION: FORM 8Y: JULIO ASSISTED BY: FELIX-ALEX G000 FAIR POOR N/A NUMBER OF HOLES: 1 TODAYS DATE: 09/11/06 RIBBON INSTAI I FD: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE *DM ±24" "AWMG E 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: - wi to z, J oa vi WM VALVE SAN MH r TAMIAMI CANAL RD. E.B.L. N GRASS SIDEWALK L.POLEb / R?.ALEMAN do Associates Inc. CONSULTING ENGINEERS 10305 NW 41 STREET. SUITE 200 MIAMI, FL 33178 FAX (3ONE (05) 599587491 8777 VACUUM TEST HOLE REPORT FRA JOB #: 1972 Wo1 TEST HOLE # : 25 FRA P.M.: D.M. STANTON PROJECT NAME FLACAMI/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/DUCT—SYSTEM LOCATED UTIUTY: OTHER: GAS WATER ELE. TEL SAN F.M. STORM 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: 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 SIZE AS FOUND:(I) 24"X24- SIZE AS EXPECTED: UNK UTIUTY CONDITION: GOOD FAIR POOR N/A FORM BY: T.DIAZ ASSISTED BY: MIGUEL—ALEX NUMBER OF HOLES: 2 TODAY'S DATE: 09/11/05 RIBBON INSTALLED: RED BLUE YELLOW ORANGE PINK N/A WHITE GREEN WIDTH *24- rAC dO E INSTALLED: AT: PK HUB&TACK STL PIN CHISX CHIS BOX CROWN EDGE OF UTILITY: EWSN SURVEY PIN LOCATED BY: Other Surveyors NOTES: TIME: 1:00 PM STATION: — OFFSET: — v M) (0 z J CO z t STOP SIGN 3.00' TAMIAMI CANAL ROAD E.B.L. GRASS Es, SIDEWALK AF2.ALEMAN J & Associates 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 u: 1972 Wo1 TEST HOLE 3$ 2 26 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: FOC 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 SOIL CONDITIONS: HARD SOFT WET MOIST DRY SANG CLAY ROCKY N/A SOLID —ROCK MATERIAL AS FOUND: DI CI STL W/STL VCPX RCP TILE DUCT SHEET OF N/A PROPOSED DRAINAGE PLA T.COTTA ACP GALV. ROUGH POUR SMOOTH POUR PVC UNK DB CABLE N/A OTHER: SIZE AS FOUND: (1) 4" SIZE AS EXPECTED:UNK UTILITY CONDITION: COVER ESTAB. BY: T.DIAZ FORM CHECKED BY: I.MARTI FORM BY: T.DIAZ ASSISTED BY: MIGUEL—ALEX G000 FAIR POOR N/A NUMBER OF HOLES: 2 TODAY'S DATE: 09/12/06 RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE EILV COVER %MOTH t4" 4"GAS 24"X24" ROUGH POUR FACING E 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 1-24"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 DIRT 24-X24-R.POUR 4"GAS 30.50' \ L.POLE EDGE OF PAVEMENT J 0 N N R AL.EMAN & 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 # : 27 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: 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 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 PAVEMENT CONDITION: Q000 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: T.DIAZ FORM CHECKED BY: LMARTI SIZE AS FOUND: (I) 8" SIZE AS EXPECTED: 0) 8" UTILTY CONDITION: GOOD FAIR POOR N/A RIBBON INSTALLED: RED BLUE YELLOW ORANGE GREEN PINK N/A WHITE Ag/ / SEWER MH FORM BY: T.DIAZ ASSISTED BY: MIGUEL—ALEX NUMBER OF HOLES: 1 TODAY'S DATE: 09/12/06 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: UNABLE TO SEE WATER MAIN DUE TO WATER SIZE BY PRINT. TIME: 2:00 PM STATION: — 20.55' 10.00. OFFSET: — SIDEWALK FIRE HYDRANT WATER VALVE EDGE OF PAVEMENT TAMIAMI CANAL RD. W.B.L. N F.R.ALEMAN & Associotee Inc. CONSULTING ENGINEERS 10305 NW 41 STREET, SUITE 200 MIAMI, FL 33178(TELEPHONE 5) 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. SW 66 AVE BST N TH-1 BST FOC MCI TH-1A FOC MCI HAND HOLE WORLD COMM. FR,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 # 2 FRA JOB in 1972—Wo2 FRA P.M.: D.M. STANTON w M co 3 z J m z N NW 2 ST E.B.L. TH-9A 4-4` BST PVC • FR.ALEMAN V de Associates Inc. CONSULTING bNGINEERS 10305 NW 41 STREET, SUITE 200 MIAMI. FL. 33178 Tit F HON(305) 591 8777 FAX(305)599 8749 DESIGNATION SKETCH SKETCH # 3 FRA JOB #: 1972—Wo1 FRA P.M. = D.M. STANTON SIDEWALK FPL TRANS SIDEWALK SW 6 ST E.B.L. BF0 BST N • F.R.ALEMAN & Associates Inc. CONSULTING ENGINEERS 10305 NW 41 STREET, SUITE 200 MIAMI, FL. 33178 TELEPHONE (305) 591 8777 FAX (305)599 8749 DESIGNATION SKETCH SKETCH # 4 FRA JOB #1 1972—Wo2 FRA P.M. = D.M. STANTON 1 TH-16 esT. NI W.M.VALVE W.M. N STM SAN. SAN. MH ST MH c. ST MH I— cn co TH-16A W.M. BST k NW 5 ST E.B.L. O POLE C.B. • LL, FR.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. 0.M. STANTON FPL TRANS FPL TRANS SW 6 ST E.8.L. FPL FOC FPL FOC W.M. C BST FOC BST FOC SIDEWALK SST M.H. TH-18 BST FOC 1- U tD to N R.ALEMAN & Associotes Inc. CONSULTING ENGINEERS 10305 NW 41 SWEET, SUITE 200 M1AMI, FL. 33178 TELEPHONE (305) 591 8777 FAX (305)599 8749 DESIGNATION SKETCH SKETCH # 6 FRA JOB #: 1972—Wo2 FRA P M. a D.M. STANTON W.M.VALVE W.M. N ao Z SAN. MH SAN. TH-27 W.M. SAN. MH TAMIAMI CANAL ROAD E.B.L. W.M. miTH-12 WM N !-- Q N C7 m GAS FOC ni TH-11 FOC TH-11A BST R.ALEMAN do Associotes 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 u: 1972—Wo2 FRA P.M. D.M. STANTON SAN. I J m z SAN. MH N z N NW 2 ST. E.B.L. W.M.VALVE W.M. BST 0 BST M.H. BST rTH— TH-21 W.M. 21B 2" BT CABLE o— U N z J z TH-21A 2-4" BT CABLE