Permit: T04BU01950
Permit Details
Status:
Final
Type:
COMMERCIAL OTHER
Address:
2741 N SILVERBELL RD
Address NEW:
2741 N SILVERBELL RD
Apply Date:
08/06/2004
Applicant:
N/A
Description:
GRADING:6896 CY CUT & 12,975 CY FILL
Contractors:
- RED LINE CONSTRUCTION COMPANY INC
Permit Reviews
Permit Number - T04BU01950
Permit Status: Final
Permit Description: GRADING:6896 CY CUT & 12,975 CY FILL
| Start Date | Submittal | Complete Date | Status |
|---|---|---|---|
| 04/19/2012 | REVISION - GRADING | 08/12/2013 | COMPLETED |
| 04/21/2006 | REVISION - GRADING | 04/25/2006 | COMPLETED |
| 04/21/2010 | REVISION - GRADING | 05/13/2010 | COMPLETED |
| 04/25/2006 | RESUBMITTAL - GRADING ALL | 05/12/2006 | COMPLETED |
| 05/24/2010 | REVISION - GRADING | 08/02/2010 | COMPLETED |
| 05/26/2006 | RESUBMITTAL - GRADING | 06/22/2006 | COMPLETED |
| 06/30/2006 | RESUBMITTAL - GRADING | 07/06/2006 | COMPLETED |
| 07/06/2011 | RESUBMITTAL - GRADING ALL | 08/29/2011 | COMPLETED |
| 07/20/2011 | REVISION - GRADING | 08/29/2011 | COMPLETED |
| 08/06/2004 | PLANS OK TO SUBMIT - GRADING | 08/06/2004 | COMPLETED |
| 08/06/2004 | GRADING | 09/01/2004 | COMPLETED |
| 09/24/2004 | RESUBMITTAL - GRADING | 12/08/2004 | COMPLETED |
| 10/03/2011 | REVISION - GRADING | 11/07/2011 | COMPLETED |
| 11/04/2010 | RESUBMITTAL - GRADING ALL | 11/18/2010 | COMPLETED |
| 12/08/2004 | RESUBMITTAL - GRADING ALL | 01/24/2005 | COMPLETED |
Outstanding Activity Conditions
Permit Number - T04BU01950
Permit Status: Final
Permit Description: GRADING:6896 CY CUT & 12,975 CY FILL
Total Outstanding Activity Conditions - 1
| Date | Name |
|---|---|
| 08/06/2004 | PLANS EXPIRE IN 180 DAYS FROM DATE OF SUBMITTAL. PERMITS EXPIRE IN 180 DAYS FROM DATE OF ISSUE OR LAST INSPECTION. |
Completed Inspections
Permit Status: Final
Permit Number: T04BU01950
Permit Description: GRADING:6896 CY CUT & 12,975 CY FILL
Total Completed Inspections - 10
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 02/01/2005 | NPPO PRE PERMIT INSPECTION | ACONNOR | Approved | |
| 02/04/2005 | ENGINEERING PRE-CONSTRUCTION | JBRUCKME | Approved | MET WITH JOHN NICHOLAS 471-9800 RED LINE CONST. |
| 03/03/2005 | STORMWATER INSTALL OF CONTROLS | MRUSSO | Approved | ALL STORM WATER CONTROLS HAVE BEEN INSTALLED. POST NOI AND/OR AZPDES AUTHORIZATION NUMBER AT ENTRANCE TO SITE. ANY SIGNIFICANT CHANGES TO THE SWPPP MUST BE APPROVED AND SHOWN ON SWPPP DRAWING. MAINTAIN STORM WATER CONTROLS AS NEEDED. PERFORM STORM WATER INSPECTIONS PER SWPPP AND DOCUMENT THEM. |
| 12/18/2006 | STORMWATER FOLLOW-UP INSP | MRUSSO | Approved | NO SIGNIFICANT STORM WATER CONCERNS |
| 09/09/2008 | GRADING - CHECK FOR ACTIVITY | MRUSSO | Approved | SITE GRADING EXPIRED. SITE WORK NOT FINISHED, CONSTRUCTION ON HOUSES BEING DONE. |
| 06/30/2009 | GRADING - INTERMEDIATE | MRUSSO | Approved | MET W/ DEVELOPER ON HOUSING SET BACKS AND DRAINAGE BETWEEN HOUSES. SOME HOUSES BUILT BEFORE CURRENT DEVELOPER TOOK OVER SITE WERE PLACED CLOSER THAN THE MIN. 3' SET BACK FROM THE PROPERTY LINE. CURRENT DEVELOPER HAS ADDRESED THIS ISSUE BY REMOVING A PORTION OF THE BLOCK WALLS ON HOUSES THAT ENCROACH AND INSTALLING DRAINAGE PER APPROVED GRADING PLAN WITH WALL OPENINGS AND ROCK CHANNELS IN ORDER TO CARRY STORM WATER AWAY FROM HOUSES. DRAINAGE CHANNEL AT EAST BOUNDRY OF SITE HAS BEEN WIDENED AND ROCKED SLOPES HAVE BEEN GROUTED. RET/DET BASINS HAVE BEEN RE-CONSTRUCTED TO MEET DEMENSIONS ON THE APPROVED GRADING PLAN. ROCK DRANAGE SWALE HAS BEEN CONSTRUCTED BETWEEN HOUSES AT CENTER OF SITE. RETAINING WALLS ARE BEING INSTALED ON LOTS THAT BACK UP TO AN EXISTING SLOPE ALONG THE NORTH PERIMETER OF THE SITE, SOME EROSION HAS TAKEN PLACE AROUND EXISTING WALLS AND WILL BE ADDRESSED PRIOR TO FINAL GRADING APPROVAL. SCUPPER OUTLET LOCATED ON SE CORNER OF SITE HAS BEEN RE-CONSTRUCTED AND REPAIRED. NO STORM WTER CONCERNS AT THIS TIME. |
| 06/04/2010 | STORMWATER FINAL INSPECTION | MRUSSO | Approved | |
| 12/28/2010 | LANDSCAPE INSPECTION | DLROBERTS | Approved | I WALKED THE SITE WITH A SET OF THE LANDSCAPE PLANS AND HAVE FOUND THAT ATLEAST 90% TO 95% OF THE PLANTS CALLED OUT ON THE APPROVED PLANS DO NOT APPEAR TO HAVE BEEN INSTALLED. ON THE PLANS THERE WERE A SIGNIFICANT AMOUNT OF PLANTS TO BE PLACED IN AND AROUND ALL OF THE DRAINAGEWAYS, AND THE DETENTION/RETENTION BASINS. ALSO ALONG THE EXTERIOR PERIMETERS OF LOTS 33 THRU 40, A NUMBER OF 15 GALLON TREES, ALONG WITH 1 AND 5 GALLON SHRUBS WERE TO BE INSTALLED, THESE APPEAR TO BE MISSING. ON THE EAST SIDE OF THE WESTERN DRAINAGE WAY THERE WAS TO BE SOME AREAS WERE A 42 INCH BARRIER IS CALLED OUT IN THE AREA OF LOTS 1 THRU 3. ALSO ON THE SOUTHSIDE OF SILVER VISTA PLACE EAST OF THE CHANNEL FROM THE ROADWAY TO THE SOUTH PROPERTY LINE. PLEASE PROVIDE THIS DEPARTMENT WITH DOCUMENTATION FROM THE LANDSCAPING CONTRACTOR IF THE PLANTS FOR THE SITE HAVE BEEN INSTALLED PREVIOUSLY. |
| 12/29/2010 | GRADING - FINAL | DROBERTS | Approved | GRADING PLAN FOR SILVERBELL VISTA T04BU01950: 1) EROSION HAS BEEN NOTED WITHIN THE DRAINAGE CHANNEL ALONG THE SOUTHERN BOUNDARIES OF THIS PROJECT. REPAIRS ALL AREAS OF EROSION AND REPLACE THE ROCK RIP RAP AS NEEDED WITHIN THE CHANNEL. ENSURE THAT FILTER FABRIC HAS BEEN UTILIZED IN ALL AREAS AS SPECIFIED PER THE APPROVED PLANS TO PREVENT FUTURE EROSION FROM OCCURING. PROVIDE ALL PLANTS AS SPECIFIED IN THE LANDSCAPING PLANS FOR THIS AREA. 2) THE OUTLET FOR THE PIPE SOUTH OF LOT 35 HAS SOME MINOR EROSION DUE TO NO RIP RAP BEING PLACED AT THIS LOCATION, REPAIR EROSION AS NEEDED AT THE OUTLET AND AT THE INLET STRUCTURE.. 3) REPAIR ANY EROSION CAUSED TO THE RAMP AREA INTO THE SOUTHERN DRAINAGE AREA, AND REPAIR ALL DAMAGED ROCK RIP RAP AREAS ALONG THE SOUTHSIDE OF THE RAMP. 4) ENSURE THAT ALL OF THE WORK IS COMPLETED IN THE AREAS WEST AND NORTH OF LOTS 36 TO 40 FOR GRADING AND INSTALL ALL OF THE VEGETATION AS SHOWN ON THE LANDSCAPE PLANS. 5) REMOVE ALL OF THE CONSTRUCTION TRASH AND DEBRIS THAT REMAIN IN THE AREA OF LOT 40, THIS WILL INCLUDE ALL STOCKPILES OF MATERIAL, AND ROCKS. 6) COMPLETE THE PLANTING OF MATERIAL BETWEEN LOTS 40 AND LOT 35 AND IN COMMON AREA "B" LOCATED NORTH AND WEST OF LOTS #35 TO #33. 7) CLEAN OUT THE DROP INLET STRUCTURE LOCATED AT THE SOUTHWEST CORNER OF LOT #35. PER THE APPROVED PLANS THIS STRUCTURE IS SHOWN TO HAVE A CONCRETE APRON POUR INSTEAD OF THE ROCK RIP RAP THAT HAS BEEN PLCED IN LIEU. THIS CHANGE NEEDS TO BE SHOWN ON THE REVISED DRAWINGS, AND FILTER FABRIC SHOULD BE UTILIZED UNDERNEATH THE ROCK RIP RAP TO PREVENT FUTURE EROSION. 8) CONCRETE SIDEWALK HAS BEEN ELIMINATED BETWEEN THE SOUTHWEST CORNER OF LOT #35 TO THE SOUTHEAST CORNER OF LOT #40 DUE TO THE STEEP GRADES. THIS WILL NEED TO BE SHOWN ON ALL APPROVED PLANS AS NEEDED TO ELIMINATE CONFUSION WITH ANY FUTURE INSPECTIONS OR ISSUES IN THIS AREA. 9) THE WHEELCHAIR ACCESS RAMPS AT THE NORTHEAST AND NORTHWEST CORNERS OF SILVER VISTA PLACE AND BELL HOLLOW PLACE HAVE BEEN DAMAGED AND NEED TO BE REPAIRED/REPLACED. THE RAMP AT THE NORTHWEST CORNER MAY BE REPAIRED IN THE AREAS WHERE MOVEMENT HAS BEEN NOTED. THE RAMP AT THE NORTHEAST CORNER WILL NEED TO BE REPLACED SINCE THERE IS TOO MUCH DAMAGE TO ALLOW FOR MINOR REPAIRS. 10) THE DRAINAGE WAY ON THE NORTHSIDE OF LOTS 31 TO 33 HAS BEEN INSTALLED PER THE AOOROVED PLANS. SOME MINOR MAINTENANCE OF THIS AREA IS NEEDED FOR THE REPLACEMENT OF THE ROCK RIP RAP THAT HAS BEEN REMOVED FROM PORTIONS OF THE OPEN SLOPED AREAS. 11) THE WHEELCHAIR ACCESS RAMP LOCATED AT THE NORTHEAST CORNER OF LOT #30 HAS BEEN DAMAGED IN THE WING AREAS FO THE RAMP. REMOVE THE DAMAGED SECTION OF THE RAMPS AND THEN REPOUR THEM. SOME SORT OF DOWELING SYSTEM WILL NEED TO BE UTILIZED DURING THE POURING PROCESS TO PREVENT SEPERATION OF THE AREAS IN THE FUTURE. 12) THE RETENTION/DETENTION BASING LOCATED ON THE WEST SIDE OF LOT #19 HAS SIDE SLOPES LESS THAN 4:1, AND A DEPTH DEEPER THAN 2 FEET. PER THE STORMWATER RETENTION/DETENTION MANUAL THIS AREA REQUIRES A 42 INCH BARRIER ON ALL SIDE TO PREVENT ACCESS INTO THE AREA. CURRENTLY 2 SIDES OF THE AREA HAVE EITHER A WALL SHARED BY LOT #19 AND BARRIER THAT IS ATTACHED TO THE INLET STRUCTURE. 13) THE INLET STRUCTURE HAS CONCRETE OVER POUR THAT NEEDS TO BE REMOVED FROM INSIDE THE FLOWLINE OF THE PIPES. THE CONCRETE STRUCTURE ITSELF HAS SOME AREAS OF ROCK SEGREGATION THAT NEED TO BE REPAIRED SO THAT IT PREVENTS WATER FROM ENTERING INTO THE EXPOSED AREAS. THESE ARE AREAS WERE THE STRUCTURAL STEEL MAY BE EXPOSED TO THE OPEN ELEMENTS THAT MAY ALLOW FOR THE DETERIORIZATION OF THE MATERIAL FROM RUST AND CORROSION. REPAIR THESE AS NEEDED AND THEN CONTACT ME AT 349-7643 FOR A RE-INSPECTION. 14) ON THE WEST SIDE OF THE PROJECT NORTH OF THE BELL HOLLOW CUL DE SAC THERE IS A MOUND OF DIRT AND ROCK THAT IS IN THE FLOWLINE OF THE DRAINAGE SWALE. THIS MATERIAL NEEDS TO BE REMOVED TO ALLOW THE DRAINAGE PATTERN TO BE RE-ESTABLISHED AS IT WAS DESIGNED SO THAT THE WATER WILL CONTINUE TO FLOW IN A NORTHERLY DIRECTION. 15) CLEAN THE DRAINAGE INLET STRUCTURE BETWEEN LOTS #11 AND #12 OF ALL TRASH, DEBRIS, AND SEDIMENT. FORMING MATERIAL FROM THE ORIGINAL CONSTRUCTION STILL REMAINS WITHIN THE INSIDE OF THE STRUCTURE. 16) THE ACCESS RAMP AND SIDEWALK LOCATED AT THE SOUTHEAST CORNER OF LOT #6 HAS BEEN DAMAGED AND NEEDS TO BE REPLACED. THE DAMAGES ARE MINOR AT THIS TIME BUT SINCE THIS IS THE SERVICE RAMP AREA FOR THE BASINS IT IS SUBJECTED TO HEAVIER TRAFFIC. AND REQUIRES THAT THE SIDEWALK BE 6 INCHES IN DEPTH. INSTALL ALL OF THE PLANTS WITHIN THE BASIN AREA AS NOTED ON THE APPROVED LANDSCAPE PLANS. PROVIDE A 42 INCH SAFETY BARRIER IN ALL LOCATIONS OF THE EXTERIOR THAT HAVE SLOPE VALUES THAT EXCEED 4:1 SINCE THE DEPTH OF THE BASIN IS GREATER THAN 2 FEET. 17) THE 15 FOOT LANDSCAPE BUFFER AREA LOCATED ON THE NORTHSIDE OF THIS PROJECT HAS BEEN CLEANED AND CLEARED OF EXCESSIVE VEGETATION SINCE MY PREVIOUS INSPECTION. GROUTED ROCK DRAINAGE WAYS HAVE BEEN ADDED TO ALL OF THE OULET AREAS FOR LOTS #6 TO #18 TO PREVENT EROSION. THE AREA WILL BE MONITORED TO ENSURE THAT THEY ARE WORKING CORRECTLY DURING THE FUTURE RAINS, REPAIRS WILL BE MADE IN THE FUTURE PRIOR TO FINALING THE PROJECT FULLY IF DAMAGE IS NOTED. GRADING OF THE AREA HAS BEEN DONE BUT SHOWS SIGN THAT THERE ARE LOW SPOTS IN DIFFERENT LOCATIONS THROUGHOUT THE AREA. OLEASE PROVIDE SURVEY DOCUMENTATION THAT VERIFIES THAT THERE IS CONTINOUS POSITIVE DRAINAGE ALONG THE NOTHSIDE OF THE PROJECT TO PREVENT PONDING WATER FROM FORMING IN ANY AREAS WEST OF THE NORTHEAST CORNER OF THIS SITE. 18) THE DRAINAGE WAY EAST OF THIS SITE DOES NOT APPEAR TO ACCEPT THE WATER FROM THE ABOVE MENTIONED AREA. THIS PROBLEM NEEDS TO BE ELIMINATED SO THAT A POSITIVE FLOW PATTERN CAN BE RE-ESTABLISHED. PART OF THE MATERIAL BLOCKING THE ORIGINAL FLOW PATTERN APPEARS TO COME FROM AN AREA EAST OF THE DETENTION / RETENTION BASIN AT THE NORTHEAST CORNER OF THIS SITE. DURING THE PAST RAINS THE OVERFLOW WATER FROM THE BASIN HAS ERODED IN AN AREA AROUND AN EXISTING POWERPOLE, TRANSFORMER BOX, AND PHONE BOX WHICH HAS BEEN DISTRIBUTED ONTO THE PROPERTY NORTH OF THIS SITE THIS AREA NEEDS TO BE RE-ESTABLISHED AND THE MATERIAL PLACED BACK INTO THE AREAS WHERE IT WAS REMOVED. 19) THE EASTERN AREA OF THIS SITE EAST OF THE EASTERN DRAINAGE WAY APPEARS TO REMAIN IN A PRECONSTRUCTION STATE. A LANDSCAPE NURSARY APPEARS TO REMAIN STANDING WITH ALL OF THE EXCESS CACTUS REMOVED FROM THIS PROJECT. RE-ESTABLISH THE AREA AS DIRECTED ON THE APPROVED PLANS AND PLANT ALL NECESSARY PLANTS AS SHOWN ON THE APPROVED LANDSCAPE PLANS. 20) PROVIDE THIS DEPARTMENT WITH A MONITORING REPORT FROM NOVAK ENVIRONMENTAL INC. ACKNOWLEGING WHAT HAS BEEN DONE WITH ALL OF THE PLANTS THAT HAVE BEEN LISSED IN THE N.P.P.O. PLANS FOR THIS SITE. COMPLETE ALL OF THE WORK AS SHOWN ON THE APPROVED PLANS, AND THEN CALL IN FOR A N.P.P.O INSPECTION. 21) INSTALL ALL OF THE PLANTS AS SHOWN ON THE EAST SIDE OF THIS SITE IN THE BASIN AND DRAINAGE WAYS AS APPROVED ON THE LANDSCAPING PLANS FOR THIS SITE. ONCE ALL PLANTS HAVE BEEN COMPLETELY INSTALLED CALL IN A LANDSCAPING INSPECTION FOR THIS SITE. 22) PROVIDE THIS OFFICE WITH AN APPROVED SET OF REVISED DRAWINGS PRIOR TO SCHEDULING THIS SITE FOR A FINAL GRADING INSPECTION. SOME OF THE FOR MENTIONED COMMENTS MAY BE COMPLETE IF THE CHANGES TO THE PLANS HAVE BEEN NOTED AND APPROVED. 23) PROVIDE A CERTIFICATION LETTER FOR THIS SITE FROM THE ENGINEER OF RECORD STATING THAT IT HAS BEEN CONSTRUCTED PER THE APPROOVED SET OF PLANS. IF THERE ARE ANY QUESTIONS PLEASE FEEL FREE TO CONTACT ME (DAVID ROBERTS) AT 349-7643 AND ARRNAGE TO MEET ON SITE TO DISCUSS ALL COMMENTS THAT HAVE BEEN MADE DURING THIS INSPECTION. |
| 08/09/2011 | GRADING - TIER REV | DROBERTS | Approved | WENT TO THE SITE WITH MIKE RUSSO AND LOOKED OVER THE LIST OF CONCERNS RAISED BY THE REVIEW STAFF. WILL DISCUSS ANY REMAINING CONCERNS WITH THE ENGINEERING REVIEWER TOMORROW MORNING SO THE FINAL REVISIONS CAN BE APPROVED. |