Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you cannot find what you are looking for please submit a records request.

Inspection History Details

Permit: T04BU01950

Parcel: 103210240

Inspection Status: Approved

Inspection History: GRADING - FINAL

Date Description Inspector Results Comments
05/23/2012 GRADING - FINAL Approved ALL ITEMS WERE NOT COMPLETED WHEN THIS PERMIT WAS APPROVED. ASSURANCE INSPECTIONS WILL BE ADDED TO ALL UNFINISHED SITE TO MAKE SURE THAT ALL ASSURABLE ITEMS ARE CONSTRUCTED PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY FOR EACH SITE.
08/11/2011 GRADING - FINAL Approved
08/10/2011 GRADING - FINAL Partial Approval SITE VISIT WITH DAVE ROBERTS. SITE IS SUBSTANTIALLY COMPLETED. ONLY A FEW LOTS LEFT TO BUILD. DRAINAGE IS WORKING AS DESIGNED. SMALL AMOUNTS OF LANDSCAPING REMAIN. SITE GRADING SHOULD BE FINALED
12/29/2010 GRADING - FINAL Partial Approval 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.
12/28/2010 GRADING - FINAL Partial Approval I LOOKED AT THE SITE FOR THE FOLLOWING AREAS TO SEE IF THE FINAL GRADING INSPECTION CAN BE APPROVED WITHOUT ANY ADDITIONAL WORK ON THIS SITE. THE FOLLOWING PLANS WERE UTILIZED AND CHECKED DURING THIS INSPECTION TO SEE IF ALL OF THE ASPECTS HAD BEEN CONSTRUCED PER THE APPROVED PLANS: FINAL / TENTATIVE PLAT,OFF-SITE PUBLIC PAVING PLAN FOR SILVERBELL VISTA, PRIVATE PAVING AND PUBLIC SEWER PLAN FOR SILVERBELL VISTA, LANDSCAPING PLAN FOR SILVERBELL VISTA, AND THE GRADING PLAN FOR SILVERBELL VISTA. THE COMMENTS FOR THE GRADING WILL BE PERFORMED AS PER THE PLAN THAT WAS REFERRED TO DURING THAT PARTICULAR INSPECTION, AND REFERENCED AS NOTED.

OFFSITE PUBLIC PAVING PLAN FOR SILVERBELL VISTA I-2004-090:

IT APPEARS THAT THAT PORTIONS OF THIS WORK HAS NOT BEEN COMPLETED PER THE APPROVED PLANS, BUT WILL BE VERIFIED BY THE TRANSPORTATION DEPARTMENT( THAD HARVISON AND RICHARD LEIGH). THE NORTHBOUND SILVERBELL WIDENING FOR THE NEW TURN POCKET APPEARS TO BE IN, THE WIDTHS WILL BE CHECKED BY OTHERS. MY CONCERNS ENTAIL THE SOUTHBOUND DECELERATION TAPER AND LANE AND THEIR LENGTHS. THE INBOUND TAPER WAS TO BE APPROXIMATELY 180 FEET IN LENGTH, IT IS ONLY APPROXIMATELY 75 FEET. ALSO IN THIS SAME AREA A POWERPOLE IS LOCATED AT THE END OF THE TAPER ALONG WITH WHAT APPEARS TO BE A TELEPHONE BOX. MANHOLE #2 WAS TO BE WITHIN THE PAVEMENT TAPER BUT IS CURRENTLY ABOUT 6' WEST OF THE EDGE OF PAVEMENT. PLEASE CONTACT THAD HARVISON OR RICHARD LEIGH AND ASK THAT THEY PROVIDE ME WITH AN ACCEPTANCE LETTER FOR THE PRIVATE IMPROVMENT AGREEMENT #I-2004-090 SO THAT I MIGHT APPROVE ALL AREAS NEEDED IN BOTH T04BU01950 AND ASSURANCE FILE S03-033.

PRIVATE PAVING AND PUBLIC SEWER PLAN FOR SILVERBELL VISTA G-2004-123:

THE RETENTION DETENTION BASIN LOCATED WEST OF LOT #19 APEARS TO BE DEEPER THAN 2 FEET, ALL SLOPES STEEPER THAN 4:1 WILL REQUIRE A 42" SAFETY BARRIER AS REQUIRED BY THE STORMWATER DETENTION/RETENTION MANUAL FOR PIMA COUNTY/ CITY OF TUCSON.
THE INLET STRUCTURE HAS SOME CONCRETE DEBRIS THAT NEEDS TO BE CLEANED FROM THE INLET PIPES THEMSELVES. SOME OF THE WALLS HAVE AREAS OF SEGREGATION THAT SHOULD BE REPAIRED TO PREVENT ANY WATER THAT MIGHT LEACH INTO AREAS WHERE THE STRUCTURAL METAL IS EXPOSED, THIS WILL ALLOW FOR THE RUSTING AND CORROSION OF THE UNDERLYING MATERIALS.

THE SIZE AND ALIGNMENT OF THE (2) SRMP PIPES HAS BEEN CHANGED FROM THE ORIGINAL LAYOUT.THE PIPE SIZES AND ALIGNMENTS HAVE BEEN MODIFIED DURING THE CONSTRUCTION PHASE, THESE MODIFICATIONS NEED TO BE ADDRESSED IN THE REVISED DRAWINGS. IN THE LAYOUT, MANHOLES HAVE BEEN INSTALLED AT THE AREAS WHERE THE PIPES CHANGE OF DIRECTIONS: MANHOLES #1 & #2, APPEAR TO BE CORRECT, MANHOLES #3 AND #4 APPEAR TO HAVE BEEN ELIMINATED AND REPLACED WITH A SINGLE DRAINAGE STRUCTURE IN LIEU OF 2 SEPERATE MANHOLES. MANHOLE #5 APPEARS TO BE EITHER MISSING NORTH OF THE NEW CATCH BASIN, OR THE CATCH BASIN HAS BEEN MODIFIED TO A LARGER SIZE SO THE MANHOLE COULD BE ELIMINATED. ALSO THERE APPEARS TO BE FORM MATERIAL STILL WITHIN THE CATCH BASIN FROM WHEN IT WAS ORIGINALLY FORMED DURING CONSTRUCTION. THIS MATERIAL NEEDS TO BE REMOVED AND DISPOSED OF PROPERLY ALONG WITH VERIFYING WHAT HAS HAPPENED TO MANHOLE #5. FINALLY MANHOLES #6 AND #7 APPEARS TO HAVE BEEN MODIFIED INTO A LARGER JUNCTION STRUCTURE TO ELIMINATE THE INDIVIDUAL MANHOLES, VERIFY AND REVISE DRAWINGS, THE PIPES CONTINUE PAST THIS POINT AND DEADEND AT THE BASIN AS SHOWN ON THE APPROVED PLANS. ALL CHANGES WILL NEED TO BE MADE TO THE REVISED DRAWINGS AND APPROVED AND ACCEPTED BY ALL REVIEWERS.


LANDSCAPING PLANS FOR SILVERBELL VISTA:

I WALKED THE SITE WITH A SET OF THE LANDSCAPE PLANS AND HAVE FOUND THAT AT LEAST 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 EASTERN DRAINAGE WAY THERE WAS TO BE SOME AREAS WERE A 42 INCH VEGETATIVE BARRIER IS CALLED OUT ON THE PLANS IN THE AREA OF LOTS 1 THRU 5, AND IN THE AREA OF THE BASINS LOCATED AT THE NORTHEAST CORNER OF THIS SITE. ALSO ON THE SOUTHSIDE OF SILVER VISTA PLACE EAST OF THE CHANNEL FROM THE ROADWAY TO THE SOUTH PROPERTY LINE ANOTHER SECTION OF VEGETATIVE BARRIER IS CALLED OUT, NONE OF THIS APPEARS TO BE INSTALLED.

PLEASE PROVIDE THIS DEPARTMENT WITH DOCUMENTATION FROM THE LANDSCAPING CONTRACTOR IF THE PLANTS FOR THE SITE HAVE BEEN INSTALLED PREVIOUSLY.

NPPO PLANS FOR SILVERBELL VISTA:

A PROGRESS MONITORING LETTER IS REQUIRED FROM NOVAK ENVIRONMENTAL TO VERIFY THAT ALL OF THE REQUIREMENTS HAVE BEEN MET AS SPECIFIED FOR THIS PROJECT.
12/15/2010 GRADING - FINAL Partial Approval THIS SITE HAS BEEN CHECKED TO SEE IF I COULD PERFORM A FINAL GRADING INSPECTION OF THE SITE AND LOOK FOR ALL CLOSING COMMENTS. UPON PULLING THE FILE I HAVE FOUND THAT THE NECESSARY DOCUMENTATION IS NOT AVAILABLE IN THE PACKET TO PERFORM THE NECESSARY INSPECTION THAT IS NEEDED. IN THE CURRENT GRADING PLANS THERE ARE ONLY THE COVER SHEET AND THE DETAIL SHEETS FOR THE GRADING, NONE OF THE SITE/GRADING SHEETS CAN BE FOUND.
WHILE CHECKING IN THE RECORDS DEPARTMENT THE PLANS ARE NOT AVAILABLE AT THIS TIME ON THE MICROFILM SINCE THE STORAGE CABINET IS CURRENTLY BROKEN AND UNABLE TO ALLOW FOR THE ACCESS TO THE PROPER FILES. ONCE THIS IS ADDRESSED I WILL ASK THAT A COPY OF THE PLANS BE MADE AVAILABLE SO THAT I MIGHT PERFORM A FIELD INSPECTION UTILIZING ALL OF THE PLANS, SITE / DEVELOPMENT, GRADING, LANDSCAPING, TENTATIVE AND FINAL PLAT, TRANSPORTATION PRIVATE PAVING/PUBLIC SEWER PLANS FOR SILVERBELL VISTA, AND PLANS FOR THE TENTATIVE IMPROVEMENTS/PIA WORK.

I DID WALK THE SITE TO SEE HOW MUCH OF THE WORK APPEARED TO BE COMPLETE SO THAT UPON REVIEW OF THE PLANS I WILL KNOW WHICH AREAS MAY HAVE TO BE SKIPPED DURING THE INSPECTION, DUE TO INCOMPLETENESS. CURRENTLY THE REVISED GRADING PLANS HAVE BEEN SUBMITTED BUT HAVE NOT BEEN ACCEPTED BY ELIZABETH LEIBOLD AT THIS TIME, SO THEY CAN NOT BE UTILIZED FOR THE INITIAL INSPECTION. ONCE THE COMMENTS HAVE BEEN COMPLETED AND PLACED INTO PERMITS PLUS THE ENGINEER OF RECORD MAY BE ABLE TO NOTE THAT THE DEFICIENCIE HAS BEEN ADDRESSED WITH THE REVISIONS AND IF IT IS APPROVED THEN THE COMMENT MAY BE ELIMINATED. I WILL ASK THE DEVELOPER PLEASE NOTE ANY AREA THAT MIGHT FALL WITHIN THESE PERIMETERS SO THAT WE CAN FURTHER DISCUSS THEM IN THE FUTURE.
06/04/2010 GRADING - FINAL Continued PRIOR TO FINAL GRADING APPROVAL:

1) REMOVE ALL TEMP SEDIMENT CONTROLS FROM THE SITE.
2) SHOW ANY CHANGES MADE TO THE ORIGINAL APPROVED GRADING PLAN ON A REVISED PLAN (CONCRETE HEADER LOCATION AND CONFIGURATION ON BOTH NE AND SW RET/DET BASINS; TWO PVC BLEED PIPES IN NE BASIN; 15' WIDE MAINT ACCESS RAMP SHOWN ON APPROVED PLAN FOR NE BASIN; ADD ROCK AND SHOW DRAINAGE SWALE ALONG FAR NW SIDE OF SITE).
3) PROVIDE A CERTIFICATION STATEMENT FROM THE ENGINEER OF RECORD STATING THAT THE STORM DRAINAGE SYSTEM WAS CONSTRUCTED PER THE APPROVED PLANS.
4) ADDRESS SLOPE ALONG EXISTING DRAINAGE CHANNEL LOCATED AT THE NORTH PERIMETER. SLOPE AND CHANNEL MUST BE CONSTRUCTED TO REFLECT WHAT IS SHOWN ON THE APPROVED PLANS.
5) REMOVE ALL SPOILS AND EXCESS SOIL THAT HAS SLOUGHED OFF SITE ALONG THE NORTH DRAINAGE CHANNEL DUE TO CONSTRUCTION.

CALL FOR FINAL GRADING INSPECTION.
05/21/2009 GRADING - FINAL Denied SITE WORK NOT COMPLETED PER THE APPROVED REVISION.
08/07/2007 GRADING - FINAL Not ready for Inspection SITE WORK NOT COMPLETED
11/28/2006 GRADING - FINAL Denied SITE WORK NOT COMPLETED.