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Inspection History Details
Inspection Status: Approved
Inspection History: GRADING - INTERMEDIATE
Permit Number - T08BU01010
Inspection Description - GRADING - INTERMEDIATE
Inspection Status - Approved
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 09/14/2009 | GRADING - INTERMEDIATE | Approved | ||
| 07/02/2009 | GRADING - INTERMEDIATE | Continued | 1) OK TO COVER ALL ROOF DRAIN TIE-IN'S TO STORM SEWER - CONSTRUCTED IN COMPLIANCE WITH APPROVED GRADING PLANS AND EOR DETAIL. 2) PROTECT CATCH BASIN AT REAR OF BLDG (EAST SIDE) FROM SOIL AND DEBRI - ADD FILTER FABRIC OR EQUIVALENT. NO OTHER SIGNIFICANT STORM WATER CONCERNS AT THIS TIME. ENSURE COMPLIANCE WITH YOUR SWPPP UNTIL THE SITE IS 100% PAVED. |
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| 06/22/2009 | GRADING - INTERMEDIATE | Partial Approval | REBAR FOR CATCH BASIN FOOTINGS (EASTSIDE) OK. OK TO PLACE CONCRETE. | |
| 06/22/2009 | GRADING - INTERMEDIATE | Continued | INSPECTED ROOF DRAIN TO STORM DRAIN CONNECTION TO ENSURE COMPLIANCE WITH ENG OF RECORDS DETAIL , OK TO COVER PIPE. | |
| 06/19/2009 | GRADING - INTERMEDIATE | Continued | INSPECTION OF THREE MAIN ROOF DRAIN CONNECTIONS AT EAST SIDE OF TARGET BLDG (REAR OF BLDG). CONNECTION IS 12" PVC TO 12" SRP X2 AND ONE 15" PVC TO 15" SRP CONNECTED WITH RUBBER GASKET AND STEEL COLLAR - OK TO COVER. RECEIVED STAMPED DETAIL FROM ENG. OF RECORD ON FRONT OF BLDG (WEST SIDE) ROOF DRAIN CONNECTIONS 6"PVC TO 12" SRP - CALL FOR INSPECTION PRIOR TO COVER. |
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| 06/17/2009 | GRADING - INTERMEDIATE | Continued | PRIOR TO APPROVAL FROM ENGINEERING FOR C OF O AND FINAL GRADING: PROVIDE AN APPROVED DRAWING FROM THE ENGINEER OF RECORD SHOWING THE CONNECTIONS BETWEEN ALL ROOF DRAINS AND THE STORM SEWER SYSTEM. ALL SRP HAS BEEN INSTALLED. |
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| 06/05/2009 | GRADING - INTERMEDIATE | Continued | INSTALLATION OF FINAL 100' OF SRP AT EAST PERIMETER OF PROPERTY. | |
| 06/04/2009 | GRADING - INTERMEDIATE | Continued | NO CHANGES - WATER PIPE BEING INSTALLED ALONG EAST SIDE OF SITE, SOME CONCRETE AND SITE WORK CONSTRUCTION AT ENTRANCE, ROW WORK STARTING | |
| 05/08/2009 | GRADING - INTERMEDIATE | Continued | INSTALLED SMALL SECTION OF 46"X36" SRP ALONG SW CORNER OF TARGET BLDG. | |
| 05/07/2009 | GRADING - INTERMEDIATE | Continued | NO CHANGES, NO STORM PIPE BEING INSTALLED | |
| 04/23/2009 | GRADING - INTERMEDIATE | Continued | CONTRACTOR INSTALLING 200' OF SRP ALONG NW CORNER ON SITE - OK TO BURY. 40' OF 53" AND 160' OF 42". NEED DRAWING ON CONNECTION BETWEEN 6" PVC ROOF DRAINS AND 12/15" CMP STORM DRAIN. | |
| 04/22/2009 | GRADING - INTERMEDIATE | Continued | 1) CLEAN OUT STORM DRAIN CATCH BASIN LOCATED ON NW CORNER OF AZ BEAUTY BLDG. 2) SWEEP UP TRACKED SOIL OF OFF RODGER RD. 3) PROVIDE SITE DETAIL ON CONNECTION BETWEEN BLDG ROOF DRAINS AND STORM DRAIN PIPING. DETAIL MUST BE STAMPED BY THE ENG OF RECORD AND APPROVED BY THE CITY OF TUCSON. NEED TO TAKE A LOOK AT THE GRD PLAN FOR STORM PIPE AT RET/DET BASIN ALONG SOUTH SIDE OF TARGET BLDG. LOOK AT STORM DRAIN PIPING INSTALLATION ALONG EAST SIDE OF NEW BLDG. |
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| 04/09/2009 | GRADING - INTERMEDIATE | Continued | CONTRACTOR WORKING AROUND RADIO SHACK STORE, NORTH SIDE OF PARKING AREA COMPLETED, ALL CUSTOMERS WILL PARK AND ACCESS STORE FROM NORTH PARKING AREA. STILL NEED REVISED DRAWING FROM EOR, SHOWING CONNECTION FROM ROOF DRAINS TO STORMWATER DRAIN PIPE. |
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| 04/08/2009 | GRADING - INTERMEDIATE | Continued | THE MAJORITY OF THE STORM WATER PIPING HAS BEEN INSTALLED. EAST SIDE OF SITE IS LEFT TO BE DONE. | |
| 03/26/2009 | GRADING - INTERMEDIATE | Continued | CONSTRUCTION OF STORM SEWER CONTINUED | |
| 03/23/2009 | GRADING - INTERMEDIATE | Continued | WILL POUR TWO CATCH BASINS 1-NORTH SIDE OF SITE 6 CELL TIE INTO 36" SRP. 1-SOUTH SIDE OF SITE 4 CELL WILL TIE INTO 48" SRP. 1-CATCH BASIN LEFT TO BE CONSTRUCTED. |
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| 03/17/2009 | GRADING - INTERMEDIATE | Continued | ||
| 03/12/2009 | GRADING - INTERMEDIATE | Continued | NO CHANGES, WORK CONTINUES. WORK ON TARGET FOUNDATION AND WATER LINES | |
| 03/10/2009 | GRADING - INTERMEDIATE | Continued | 65' OF 46" X 36" SRP PLACED IN TRENCH FROM RET/DET BASIN TO CATCH BASIN LOCATED SW OF NEW TARGET BLDG. GRADE @ >8% AS SHOWN ON APPROVED PLAN. ENSURE CATCH BASIN GRATE ELEVATION MEETS APPROVED PLAN. CONNECT ELBOW, SHADE AND COVER PER SPECS SHOWN ON APPROVED GRADING PLAN. NEED TO SEE 20' SECTION OF 53" SRP INSTALLED ALONG NORTH SIDE OF MICHAELS @ TRANSFORMER CONDUIT CROSSING OF PIPE TRENCH. NEED DETAIL FROM ENG OF RECORD ON ROOF DRAIN TO STORM DRAIN TIE-IN (PVC TO SRP CONNECTION) |
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| 03/09/2009 | GRADING - INTERMEDIATE | Continued | INSTALLATION OF 80' OF 53" SRP ON SOUTH SIDE OF SITE. PIPE IN TRENCH, BUT GRADE LOOKS TOO STEEP? NEED DETAIL FROM EOR ON 6" PVC AND 12" SRP CONNECTION. |
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| 03/05/2009 | GRADING - INTERMEDIATE | Continued | 200' OF 12" SRP INSTALLED AND COVERED FROM MICHAELS WEST PARKING AREA TO THE EAST TOWARD FRONT OF NEW STORE (ROOF DRAIN TIE-IN). NEED DETAIL FROM EOR ON CONNECTION OF 8" PVC ROOF DRAIN TO 12" SRP. |
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| 03/04/2009 | GRADING - INTERMEDIATE | Continued | NO CHANGES | |
| 03/03/2009 | GRADING - INTERMEDIATE | Continued | SEE PICS W/CORESPONDING DATE FOR ISPECTION DOCUMENTATION. | |
| 03/02/2009 | GRADING - INTERMEDIATE | Continued | PICTURES TAKEN TO DOCUMENT CONSTRUCTION FOR TODAY. 53" SD INSTALLED ALONG EAST SIDE OF RADIO SHACK. 12" SD SECTION INSTALLED FROM FRONT OF TARGET TOWARD WEST. SD PIPE WORK AT NORTH SIDE OF MICHAELS OVER EXCAVATING OF FOUNDATION FOR TARGET DEMO WORK STILL BEING DONE ON SITE |
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| 02/26/2009 | GRADING - INTERMEDIATE | Continued | ACCESS TO BLDGS 2&3 HAVE BEEN MODIFIED TO PROVIDE A SAFER ROUTE IN AND OUT. CONTRACTOR MUST CONTINUE TO ENSURE EVERY EFFORT IS MADE TO PROVIDE SAFE ACCESS TO BLDGS ON SITE AS LONG AS BUSINESSES ARE OPEN. |
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| 02/24/2009 | GRADING - INTERMEDIATE | Correction Required | CORRECTION REQUIRED: 1) PROVIDE DESIGNATED HC ACCESS TO BLDGS 2 AND 3 FOR THE HC PARKING SPACES PROVIDED. 2) PROVIDE ADEQUATE LOADING AND UNLOADING OF PEOPLE FOR HC PARKING SPACES PROVIDED. 3) PHYSICALLY SEPARATE CONSTRUCTION ACTIVITY FROM PUBLIC ACCESS. 4) PROVIDE THE REQUIRED NUMBER OF PARKING SPACES FOR BLDG 2 AND 3 BASED ON OCCUPANCY. |
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| 02/20/2009 | GRADING - INTERMEDIATE | Continued | MET WITH THE DEVELOPER ON THE SITE AND ASKED TO ASSIST IN THE INSPECTION OF THE INSTALLATION OF THE FIRELINE LOCATED NORTH OF THE MICHAELS BUILDING. I ARRIVED ON THE SITE AT 12:00 AND THE CREW WAS NOT READY. THEY COMPLETED THE INSTALLATION AROUND 5:30 AND HAD THE LINES BACKFILLED BY 6:30 AT WHICH TIME I LEFT FOR THE DAY. THE CREW WAS NOT ABLE TO TAKE A COMPACTION TEST ON THE LINED TODAY BUT WILL HAVE THIS TEST PERFORMED IN THE FUTURE. THEY ALSO WAS ABLE TO INSTALL APPROXIMATELY 15 FEET OF THE SQUASHED CMP PIPE LOCATED ABOVE THE FIRE LINE. THIS WORK WILL CONTINUE ON 2/23/2009. | |
| 02/19/2009 | GRADING - INTERMEDIATE | Continued | CONTRACTOR IS ASKING TO OPEN THE NEW PARKING AREA TO THE WEST OF THE MICHAELS BLDG. THEY WANT TO USE AN ALTERNATIVE ENTRANCE/EXIT AND FENCE THE REMAINING AREA OFF FROM THE PUBLIC. 1) CONTRACTOR MUST PROVIDE SAFE UNOBSTRUCTED ACCESS TO THE MICHAELS BLDG WHILE CONSTRUCTION CONTINUES ON THE SITE. 2) THE NUMBER OF PARKING SPACES MUST MEET THE MINIMUM NUMBER REQUIRED FOR OCCUPANCY. 3) PROVIDE ADAAG/ANSI COMPLIANT HC ACCESS AND PARKING FOR THE BLDG 4) PHYSICALLY SEPARATE REMAINING CONSTRUCTION ACTIVITY FROM THE PUBLIC. 5) TRASH SERVICE AND LOADING/UNLOADING OF MERCHANDISE MUST BE ABLE TO BE ACCOMPLISHED DURING CONSTRUCTION. |
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| 02/18/2009 | GRADING - INTERMEDIATE | Continued | SITE WORK AND DEMO WORK BEING COMPLETED. INSTALLATION OF DRAINAGE PIPE ALONG SE SIDE OF SITE | |
| 02/12/2009 | GRADING - INTERMEDIATE | Continued | 1) EXCAVATING TRENCH FOR 240' OF 53" SRP AT SW CORNER OF TARGET TO BACK SIDE OF RADIO SHACK. 2) PAVING PARKING AREA ALONG WEST SIDE OF MICHAELS 3) ENSURE SRP IS INSTALLED PER SPECS CALLED OUT ON APPROVED GRADING PLAN. 4) ENSURE ALL SITE CONSTRUCTION IS SEPARATED FROM PUBLIC. 5) PRIOR TO APPROVAL BY ENG. TO OCCUPY NEW PARKING AREA - ALL ADAAG/ANSI ACCESS MUST BE INSTALLED PER PLAN. |
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| 02/10/2009 | GRADING - INTERMEDIATE | Continued | TARGET CLOSED. CONTRACTOR WORKING ON MILLING OF PARKING LOT. GRADING OF PARKING AREA AND ACCESS ALONG WEST SIDE OF MICHAELS BEING DONE. SOME BACKFILL OF STORM PIPE NEAR RADIO SHACK |
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| 02/06/2009 | GRADING - INTERMEDIATE | Continued | PIPE SET AT INTERSECT POINT LOCATED ON THE NE CORNER OF BASKIN ROBBINS/RADIO SHACK BLDG. MANHOLE TO BE INSTALLED. | |
| 02/05/2009 | GRADING - INTERMEDIATE | Continued | 1) 180' OF 30" SRP HAS BEEN INSTALLED ALONG THE EAST SIDE OF BASKIN ROBINS AND RADIO SHACK BLDG (SW CORNER OF SITE) OK TO COVER. 2) 12" STORM DRAIN CLEAN OUT INSTALLED AT INSTERCECT OF 12"/53" SD PIPE - SEE NOTE#30 ON GRD PLAN. 3) 2-TYPE 4 CATCH BASINS INSTALLED BOTH WITH 6- EFI GRATES AS SHOWN ON PLANS NOTE #27 -- ONE AT WEST SIDE OF MICHAELS AND THE SECOND ONE SOUTHWEST OF MICHAELS, NEAR THE TIE-IN TO THE RIGHT OF WAY. 4) NEED CLARIFICATION FROM THE ENG OF RECORD ON THE USE OF A CONCRETE MIX IN THE SUBGRADE OF SECTION OF PARKING LOT PAVEMENT. 5) ENSURE A MIN. SLOPE OF STORM DRAIN PIPE IS MET AS SHOWN ON THE APPROVED GRD PLAN. |
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| 01/29/2009 | GRADING - INTERMEDIATE | Continued | COVERED THREE SECTIONS OF PIPE BEHIND MICHAELS. CONTRACTORS WORKING ON CURBING AND GRADING FOR PARKING LOT ALONG WEST SIDE OF MICHAELS. | |
| 01/29/2009 | GRADING - INTERMEDIATE | Continued | A WATER LINE WAS INSTALLED UNDER THE PREVIOUSLY INSTALLED STORM DRAIN PIPE. THE CONTRACTOR EXCATATED 20' IN BOTH DIRECTIONS OF PIPE AND RECOMPACTED THE SOIL AROUND THE CROSSING. COMPACTION AND DENSITY WAS CHECKED AND OK'D BY THE QA/QC SUBCONTRACTOR (SPEEDY ASSOCIATES). NO PIPE INSTALLATION TODAY. PAVING OF PARKING LOT ON NW CORNER OF MICHAELS DUE FOR NEXT WEEK. |
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| 01/28/2009 | GRADING - INTERMEDIATE | Continued | 126.5' OF 18" SRP INSTALLED AND COVERED TO TYPE 4 CATCH BASIN SEE NOTE#27. 81.4' OF 53X41" SRP INSTALLED AND COVERED TO SD MH @NW CORNER OF MICHAELS. 20' SECTION OF 53X41" SRP FROM MH @ NW CORNER COVERED - 20' SECTION OF PIPE LEFT OUT DUE TO ELECTRICAL CONDUIT CROSSING TRENCH - 40' SECTION TO BE COVERED BY END OF DAY, NORTH SIDE BEHIND OF MICHAELS STORE. APPROXIMATELY 211' OF 53X41" SRP INSTALLED AND COVERED TO SD MH SOUTH AND WEST OF MICHAELS. CLEAN OUT, NOTE #30 NOT INSTALLED. ALL TIE-INS TO TRUNK LINE ALONG ORACLE IN ROW NOT COMPLETED. APPROXIMATELY 105' OF 12" SRP INSTALLED AND COVERED. PROPOSED TYPE 4 CATCH BASIN (NOTE #27) W/6 EFI GRATES IS BEING FORMED AND RE-BAR BEING SET TODAY. ENSURE YOUR ENGINEER OF RECORD CERTIFIES ALL DRAINAGEWAYS PRIOR TO GRADING APPROVAL FOR ENGINEERING. |
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| 01/27/2009 | GRADING - INTERMEDIATE | Continued | TWO MANHOLES IN PLACE, FRAMING CATCH BASIN ALONG WEST SIDE OF MICHAEL'S. 20' SECTION OF PIPE NOT PLACED ALONG NORTH SIDE OF MICHAELS DUE TO ELECTRICAL CONDUIT FROM TRANSFORMER TO POWER POLE. |
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| 01/26/2009 | GRADING - INTERMEDIATE | Continued | NO ACTIVITY - RAIN DAY NO PIPE BEING INSTALLED | |
| 01/23/2009 | GRADING - INTERMEDIATE | Continued | IN ACCORDANCE WITH PIMA COUNTY/COT STANDARDS AND SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, DIV 500 AND STD. DETAIL 108 AS STATED ON YOUR APPROVED GRADING PLAN: 1) MAXIMUM TRENCH LENGTH OF OPEN TRENCH FOR ALL INSTALLATIONS IS 500 LINEAL FEET. 2) BEDDING MATERIAL SHALL BE PLACED UP TO SPRINGLINE @ MINIMUM. 8" LAYERS MAX BEFORE COMPACTION. 95% CAMPACTION. NO LOOSE ROCK OR TRASH. 3) PIPE INSTALLATION SHOULD BEGIN AT DOWNSTREAM LOCATION AND PROGRESS UPSTREAM. 4) SRIRAL RIBBED METAL PIPE SHOULD BE WATER TIGHT - "O" RINGS SHOULD BE USED AT CONNECTIONS FOR PIPE JOINT BANDS (HUGGER TYPE BANDS). 5) SHADING SHOULD BE PLACED FROM SPRINGLINE TO 1' ABOVE PIPE - STONE NO LARGER THAN 3". 6) BACKFILL SHOULD BE PLACED 1' ABOVE PIPE TO SUBGRADE ELEVATION. ANY CHANGES MADE TO THESE SPECS AND STANDARDS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE CITY OF TUCSON. |
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| 01/22/2009 | GRADING - INTERMEDIATE | Continued | INSTALLATION PER STANDARD DETAIL 108 (PIMA COUNTY/CITY OF TUCSON - STANDARD DETAILS FOR PUBLIC IMPROVEMENTS) 1) BEDDED, SHADED, AND COVERED TWO SECTIONS OF 53" X 41"STORM PIPE. CONTRACTOR PLACED CONCRETE SLURRY ONTOP OF 80' SECTION OF PIPE DUE TO THE FACT THAT THERE WAS LESS THAN 1 1/2' OF COVER ON PIPE (SEE PICS FOR PIPE INSTALLATION). PIPE IS GRADED AT .33%. 12" SECTION OF PIPE IS GRADED AT 1%. 2) CONTRACTOR HAD QUESTIONS ON VERT CURBING INSTALLION PER STANDARD DETAIL 209 (3-VERSIONS). SEE GRADING NOTES 26 AND 1 ON APPROVED GRADING PLAN. |
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| 01/21/2009 | GRADING - INTERMEDIATE | Continued | NO CHANGES OR CONCERNS WITH STORM DRAINAGE PIPE INSTALLATION. NEW SECTION OF PIPE NOT TIED INTO EXISTING STORM DRAIN ALONG ORACLE. TYPE 4 CATCH BASINS NOT INSTALLED. PIPE GRADES/AND GRADES AT TIE-IN PORTIONS OF PIPE LOOK OK. ENSURE ELEVATIONS MEET THE APPROVED PLANS. | |
| 01/15/2009 | GRADING - INTERMEDIATE | Continued | BEGUN INSTALLATION OF 81' SECTION OF 54" SRP ALONG NW CORNER OF MICHAEL'S STORE. PIPE HAS BEEN BEDDED AND ELAVATION SHOT-IN. | |
| 01/15/2009 | GRADING - INTERMEDIATE | Continued | STORM DRAIN ONLY -- 96' OF 18" SRP FROM 30' SHORT OF SDMH-1 (MANHOLE LOCATION W OF MICHAELS) TO CB-1 (TYPE 4 CATCH BASIN); 81' OF 53/41" SRP FROM CB-1 TO SDMH-2 AT N.W. CORNER OF MICHAELS. BEDDED & SHOT, OK TO SHADE AND BACKFILL. SPECIAL INSPECTOR ON SITE FOR COMPACTION TESTS. |