402 m 11 18 h seat w 10 tree 18 tree 14 tree 18 tree 12 ...€¦ · 402 m 11. 18" h seat. w....

402 M 11

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18" H SEAT

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W

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10" TREE

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18" TREE

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14" TREE

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18" TREE

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12" TREE

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12" TREE

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24" TREE

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12' TREE

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10" TREE

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12' TREE

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36" TREE

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14" TREE

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24" TREE

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12" TREE

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3-12" TREE

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UP

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WINE

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COOLER

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dress.

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gst. bath

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gst. clst.

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auto court

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foyer

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master bedroom

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master bathroom

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mast. clst.

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vestibule

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great room

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open entry courtyard

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gourmet kitchen

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dining room

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laundry

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butlers pantry

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pantry

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mud room

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guest bedroom

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A/C UNIT

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A/C UNIT

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CUT (C.Y.)

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FILL (C.Y.)

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PHASE 1

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RESIDENCE

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DRIVEWAY

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PHASE 2 (IS NOT A PART OF THIS PERMIT)

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RESIDENCE

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DRIVEWAY

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SUBTOTAL

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TOTAL

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450

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244

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113

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1,303

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1,416

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-

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180

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34

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153

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113

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266

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-

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SUBTOTAL

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694

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214

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BASIS OF BEARINGS

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THE BEARINGS SHOWN ON THIS MAP ARE BEARINGS SHOWN ON THIS MAP ARE BEARINGS SHOWN ON THIS MAP ARE SHOWN ON THIS MAP ARE SHOWN ON THIS MAP ARE ON THIS MAP ARE ON THIS MAP ARE THIS MAP ARE THIS MAP ARE MAP ARE MAP ARE ARE ARE BASED ON THE CENTERLINE OF THE CROSS ON THE CENTERLINE OF THE CROSS ON THE CENTERLINE OF THE CROSS THE CENTERLINE OF THE CROSS THE CENTERLINE OF THE CROSS CENTERLINE OF THE CROSS CENTERLINE OF THE CROSS OF THE CROSS OF THE CROSS THE CROSS THE CROSS CROSS CROSS ROAD AS FOUND MONUMENTED AS AS FOUND MONUMENTED AS AS FOUND MONUMENTED AS FOUND MONUMENTED AS FOUND MONUMENTED AS MONUMENTED AS MONUMENTED AS AS AS N27°17'04"W SHOW ON PARCEL MAP "A SHOW ON PARCEL MAP "A ON PARCEL MAP "A ON PARCEL MAP "A PARCEL MAP "A PARCEL MAP "A MAP "A MAP "A "A "A PORTION OF SAN VICENTE RANCHO" AND OF SAN VICENTE RANCHO" AND OF SAN VICENTE RANCHO" AND SAN VICENTE RANCHO" AND SAN VICENTE RANCHO" AND VICENTE RANCHO" AND VICENTE RANCHO" AND RANCHO" AND RANCHO" AND AND AND RECORDED IN BOOK 402 OF MAPS, AT IN BOOK 402 OF MAPS, AT IN BOOK 402 OF MAPS, AT BOOK 402 OF MAPS, AT BOOK 402 OF MAPS, AT 402 OF MAPS, AT 402 OF MAPS, AT OF MAPS, AT OF MAPS, AT MAPS, AT MAPS, AT AT AT PAGE 11, SANTA CLARA COUNTY RECORDS.

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BENCHMARK

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FD HUB ELEVATION 930.98' (ASSUMED)

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LOCATION: SEE PLAN

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SCOPE OF WORK

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1. GRADE DRIVEWAY, TURNAROUND, & HOUSE SITE 2. INSTALL DRAINAGE FACILITIES 3. BUILD RETAINING WALLS, GRADING IMPROVEMENTS 3. PAVE DRIVEWAY & TURNAROUND WAY 4. SEED ALL DISTURBED AREAS 5. PRIOR TO RELEASE OF BOND, SUBMIT A CERTIFICATION LETTER BY THE SOIL ENGINEER AND THE GEOLOGIST TO CERTIFY THAT THE WORK IS IN CONFORMANCE WITH ALL THE RECOMMENDATIONS IN THE GEOLOGICAL/GEOTECHNICAL REPORT AND FIELD SUPERVISION, FOR APPROVAL BY LDE'S OFFICE. 6. A CONSTRUCTION OBSERVATION LETTER FROM THE RESPONSIBLE A CONSTRUCTION OBSERVATION LETTER FROM THE RESPONSIBLE A CONSTRUCTION OBSERVATION LETTER FROM THE RESPONSIBLE CONSTRUCTION OBSERVATION LETTER FROM THE RESPONSIBLE CONSTRUCTION OBSERVATION LETTER FROM THE RESPONSIBLE OBSERVATION LETTER FROM THE RESPONSIBLE OBSERVATION LETTER FROM THE RESPONSIBLE LETTER FROM THE RESPONSIBLE LETTER FROM THE RESPONSIBLE FROM THE RESPONSIBLE FROM THE RESPONSIBLE THE RESPONSIBLE THE RESPONSIBLE RESPONSIBLE RESPONSIBLE GEOTECHNICAL ENGINEER AND CERTIFIED ENGINEERING ENGINEER AND CERTIFIED ENGINEERING ENGINEER AND CERTIFIED ENGINEERING AND CERTIFIED ENGINEERING AND CERTIFIED ENGINEERING CERTIFIED ENGINEERING CERTIFIED ENGINEERING ENGINEERING ENGINEERING GEOLOGIST DETAILING CONSTRUCTION OBSERVATIONS AND DETAILING CONSTRUCTION OBSERVATIONS AND DETAILING CONSTRUCTION OBSERVATIONS AND CONSTRUCTION OBSERVATIONS AND CONSTRUCTION OBSERVATIONS AND OBSERVATIONS AND OBSERVATIONS AND AND AND CERTIFYING THAT THE WORK WAS DONE IN ACCORDANCE WITH THAT THE WORK WAS DONE IN ACCORDANCE WITH THAT THE WORK WAS DONE IN ACCORDANCE WITH THE WORK WAS DONE IN ACCORDANCE WITH THE WORK WAS DONE IN ACCORDANCE WITH WORK WAS DONE IN ACCORDANCE WITH WORK WAS DONE IN ACCORDANCE WITH WORK WAS DONE IN ACCORDANCE WITH WAS DONE IN ACCORDANCE WITH WAS DONE IN ACCORDANCE WITH DONE IN ACCORDANCE WITH DONE IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL AND GEOLOGICAL RECOMMENDATIONS IN THE GEOTECHNICAL AND GEOLOGICAL RECOMMENDATIONS IN THE GEOTECHNICAL AND GEOLOGICAL IN THE GEOTECHNICAL AND GEOLOGICAL IN THE GEOTECHNICAL AND GEOLOGICAL THE GEOTECHNICAL AND GEOLOGICAL THE GEOTECHNICAL AND GEOLOGICAL GEOTECHNICAL AND GEOLOGICAL GEOTECHNICAL AND GEOLOGICAL AND GEOLOGICAL AND GEOLOGICAL GEOLOGICAL GEOLOGICAL REPORTS SHALL BE SUBMITTED PRIOR TO GRADING COMPLETION SHALL BE SUBMITTED PRIOR TO GRADING COMPLETION SHALL BE SUBMITTED PRIOR TO GRADING COMPLETION BE SUBMITTED PRIOR TO GRADING COMPLETION BE SUBMITTED PRIOR TO GRADING COMPLETION SUBMITTED PRIOR TO GRADING COMPLETION SUBMITTED PRIOR TO GRADING COMPLETION PRIOR TO GRADING COMPLETION PRIOR TO GRADING COMPLETION TO GRADING COMPLETION TO GRADING COMPLETION GRADING COMPLETION GRADING COMPLETION COMPLETION COMPLETION AND RELEASE OF BOND.

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TITLE SHEET

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C1

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%%UVICINITY MAP

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NTS

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R.C.E. NO.

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DATE

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CHRISTOPHER L. FREITAS

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42107

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3/31/18

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COUNTY OF SANTA CLARA

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GENERAL CONSTRUCTION SPECIFICATIONS

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NOTICE TO CONTRACTORS CONTRACTOR SHALL NOTIFY USA (UNDERGROUND SERVICE ALERT) AT 800-227-2600 A MINIMUM OF 24 HOURS OF THE LOCATION OF UNDERGROUND UTILITIES.

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UTILITY LOCATION, TRENCHING & BACKFILL 1. CONTRACTOR SHALL NOTIFY USA (UNDERGROUND SERVICE ALERT) AT CONTRACTOR SHALL NOTIFY USA (UNDERGROUND SERVICE ALERT) AT CONTRACTOR SHALL NOTIFY USA (UNDERGROUND SERVICE ALERT) AT SHALL NOTIFY USA (UNDERGROUND SERVICE ALERT) AT SHALL NOTIFY USA (UNDERGROUND SERVICE ALERT) AT NOTIFY USA (UNDERGROUND SERVICE ALERT) AT NOTIFY USA (UNDERGROUND SERVICE ALERT) AT USA (UNDERGROUND SERVICE ALERT) AT USA (UNDERGROUND SERVICE ALERT) AT (UNDERGROUND SERVICE ALERT) AT (UNDERGROUND SERVICE ALERT) AT SERVICE ALERT) AT SERVICE ALERT) AT ALERT) AT ALERT) AT AT AT 1-800-277-2600 A MINIMUM OF 24 HOURS BEFORE BEGINNING UNDERGROUND A MINIMUM OF 24 HOURS BEFORE BEGINNING UNDERGROUND A MINIMUM OF 24 HOURS BEFORE BEGINNING UNDERGROUND MINIMUM OF 24 HOURS BEFORE BEGINNING UNDERGROUND MINIMUM OF 24 HOURS BEFORE BEGINNING UNDERGROUND OF 24 HOURS BEFORE BEGINNING UNDERGROUND OF 24 HOURS BEFORE BEGINNING UNDERGROUND 24 HOURS BEFORE BEGINNING UNDERGROUND 24 HOURS BEFORE BEGINNING UNDERGROUND HOURS BEFORE BEGINNING UNDERGROUND HOURS BEFORE BEGINNING UNDERGROUND BEFORE BEGINNING UNDERGROUND BEFORE BEGINNING UNDERGROUND BEGINNING UNDERGROUND BEGINNING UNDERGROUND UNDERGROUND UNDERGROUND UNDERGROUND WORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUND UTILITIES. 2. ACCURATE VERIFICATION AS TO SIZE, LOCATION, AND DEPTH OF EXISTING ACCURATE VERIFICATION AS TO SIZE, LOCATION, AND DEPTH OF EXISTING ACCURATE VERIFICATION AS TO SIZE, LOCATION, AND DEPTH OF EXISTING VERIFICATION AS TO SIZE, LOCATION, AND DEPTH OF EXISTING VERIFICATION AS TO SIZE, LOCATION, AND DEPTH OF EXISTING AS TO SIZE, LOCATION, AND DEPTH OF EXISTING AS TO SIZE, LOCATION, AND DEPTH OF EXISTING TO SIZE, LOCATION, AND DEPTH OF EXISTING TO SIZE, LOCATION, AND DEPTH OF EXISTING SIZE, LOCATION, AND DEPTH OF EXISTING SIZE, LOCATION, AND DEPTH OF EXISTING LOCATION, AND DEPTH OF EXISTING LOCATION, AND DEPTH OF EXISTING AND DEPTH OF EXISTING AND DEPTH OF EXISTING DEPTH OF EXISTING DEPTH OF EXISTING OF EXISTING OF EXISTING EXISTING EXISTING UNDERGROUND CONDUITS OR FACILITIES SHALL BE THE INDIVIDUAL CONDUITS OR FACILITIES SHALL BE THE INDIVIDUAL CONDUITS OR FACILITIES SHALL BE THE INDIVIDUAL OR FACILITIES SHALL BE THE INDIVIDUAL OR FACILITIES SHALL BE THE INDIVIDUAL FACILITIES SHALL BE THE INDIVIDUAL FACILITIES SHALL BE THE INDIVIDUAL SHALL BE THE INDIVIDUAL SHALL BE THE INDIVIDUAL BE THE INDIVIDUAL BE THE INDIVIDUAL THE INDIVIDUAL THE INDIVIDUAL INDIVIDUAL INDIVIDUAL CONTRACTORS RESPONSIBILITY. PLAN LOCATIONS ARE APPROXIMATE AND FOR RESPONSIBILITY. PLAN LOCATIONS ARE APPROXIMATE AND FOR RESPONSIBILITY. PLAN LOCATIONS ARE APPROXIMATE AND FOR PLAN LOCATIONS ARE APPROXIMATE AND FOR PLAN LOCATIONS ARE APPROXIMATE AND FOR LOCATIONS ARE APPROXIMATE AND FOR LOCATIONS ARE APPROXIMATE AND FOR ARE APPROXIMATE AND FOR ARE APPROXIMATE AND FOR APPROXIMATE AND FOR APPROXIMATE AND FOR AND FOR AND FOR FOR FOR GENERAL INFORMATION ONLY. 3. ALL UNDERGROUND INSTALLATIONS SHALL BE IN PLACE AND THE TRENCH ALL UNDERGROUND INSTALLATIONS SHALL BE IN PLACE AND THE TRENCH ALL UNDERGROUND INSTALLATIONS SHALL BE IN PLACE AND THE TRENCH UNDERGROUND INSTALLATIONS SHALL BE IN PLACE AND THE TRENCH UNDERGROUND INSTALLATIONS SHALL BE IN PLACE AND THE TRENCH INSTALLATIONS SHALL BE IN PLACE AND THE TRENCH INSTALLATIONS SHALL BE IN PLACE AND THE TRENCH SHALL BE IN PLACE AND THE TRENCH SHALL BE IN PLACE AND THE TRENCH BE IN PLACE AND THE TRENCH BE IN PLACE AND THE TRENCH IN PLACE AND THE TRENCH IN PLACE AND THE TRENCH PLACE AND THE TRENCH PLACE AND THE TRENCH AND THE TRENCH AND THE TRENCH THE TRENCH THE TRENCH TRENCH TRENCH BACKFILLED AND COMPACTED BEFORE PLACING AGGREGATE BASE MATERIAL OR AND COMPACTED BEFORE PLACING AGGREGATE BASE MATERIAL OR AND COMPACTED BEFORE PLACING AGGREGATE BASE MATERIAL OR COMPACTED BEFORE PLACING AGGREGATE BASE MATERIAL OR COMPACTED BEFORE PLACING AGGREGATE BASE MATERIAL OR BEFORE PLACING AGGREGATE BASE MATERIAL OR BEFORE PLACING AGGREGATE BASE MATERIAL OR PLACING AGGREGATE BASE MATERIAL OR PLACING AGGREGATE BASE MATERIAL OR AGGREGATE BASE MATERIAL OR AGGREGATE BASE MATERIAL OR BASE MATERIAL OR BASE MATERIAL OR MATERIAL OR MATERIAL OR OR OR OR SURFACE STRUCTURES. SURFACING MAY BE DONE IF THE UTILITY COMPANY STRUCTURES. SURFACING MAY BE DONE IF THE UTILITY COMPANY STRUCTURES. SURFACING MAY BE DONE IF THE UTILITY COMPANY SURFACING MAY BE DONE IF THE UTILITY COMPANY SURFACING MAY BE DONE IF THE UTILITY COMPANY MAY BE DONE IF THE UTILITY COMPANY MAY BE DONE IF THE UTILITY COMPANY BE DONE IF THE UTILITY COMPANY BE DONE IF THE UTILITY COMPANY DONE IF THE UTILITY COMPANY DONE IF THE UTILITY COMPANY IF THE UTILITY COMPANY IF THE UTILITY COMPANY THE UTILITY COMPANY THE UTILITY COMPANY UTILITY COMPANY UTILITY COMPANY COMPANY COMPANY COMPANY CONCERNED INDICATES BY LETTER THAT IT WILL BORE. UNLESS SPECIFICALLY INDICATES BY LETTER THAT IT WILL BORE. UNLESS SPECIFICALLY INDICATES BY LETTER THAT IT WILL BORE. UNLESS SPECIFICALLY BY LETTER THAT IT WILL BORE. UNLESS SPECIFICALLY BY LETTER THAT IT WILL BORE. UNLESS SPECIFICALLY LETTER THAT IT WILL BORE. UNLESS SPECIFICALLY LETTER THAT IT WILL BORE. UNLESS SPECIFICALLY THAT IT WILL BORE. UNLESS SPECIFICALLY THAT IT WILL BORE. UNLESS SPECIFICALLY IT WILL BORE. UNLESS SPECIFICALLY IT WILL BORE. UNLESS SPECIFICALLY WILL BORE. UNLESS SPECIFICALLY WILL BORE. UNLESS SPECIFICALLY BORE. UNLESS SPECIFICALLY BORE. UNLESS SPECIFICALLY UNLESS SPECIFICALLY UNLESS SPECIFICALLY SPECIFICALLY SPECIFICALLY SPECIFICALLY AUTHORIZED BY THE COUNTY, GAS AND WATER MAINS SHALL BE INSTALLED BY THE COUNTY, GAS AND WATER MAINS SHALL BE INSTALLED BY THE COUNTY, GAS AND WATER MAINS SHALL BE INSTALLED THE COUNTY, GAS AND WATER MAINS SHALL BE INSTALLED THE COUNTY, GAS AND WATER MAINS SHALL BE INSTALLED COUNTY, GAS AND WATER MAINS SHALL BE INSTALLED COUNTY, GAS AND WATER MAINS SHALL BE INSTALLED GAS AND WATER MAINS SHALL BE INSTALLED GAS AND WATER MAINS SHALL BE INSTALLED AND WATER MAINS SHALL BE INSTALLED AND WATER MAINS SHALL BE INSTALLED WATER MAINS SHALL BE INSTALLED WATER MAINS SHALL BE INSTALLED MAINS SHALL BE INSTALLED MAINS SHALL BE INSTALLED SHALL BE INSTALLED SHALL BE INSTALLED BE INSTALLED BE INSTALLED INSTALLED INSTALLED INSTALLED OUTSIDE THE PAVED AREAS. 4. TRENCH BACKFILL IN EXISTING PAVEMENT AREAS SHALL BE SAND MATERIAL IN TRENCH BACKFILL IN EXISTING PAVEMENT AREAS SHALL BE SAND MATERIAL IN TRENCH BACKFILL IN EXISTING PAVEMENT AREAS SHALL BE SAND MATERIAL IN BACKFILL IN EXISTING PAVEMENT AREAS SHALL BE SAND MATERIAL IN BACKFILL IN EXISTING PAVEMENT AREAS SHALL BE SAND MATERIAL IN IN EXISTING PAVEMENT AREAS SHALL BE SAND MATERIAL IN IN EXISTING PAVEMENT AREAS SHALL BE SAND MATERIAL IN EXISTING PAVEMENT AREAS SHALL BE SAND MATERIAL IN EXISTING PAVEMENT AREAS SHALL BE SAND MATERIAL IN PAVEMENT AREAS SHALL BE SAND MATERIAL IN PAVEMENT AREAS SHALL BE SAND MATERIAL IN AREAS SHALL BE SAND MATERIAL IN AREAS SHALL BE SAND MATERIAL IN SHALL BE SAND MATERIAL IN SHALL BE SAND MATERIAL IN BE SAND MATERIAL IN BE SAND MATERIAL IN SAND MATERIAL IN SAND MATERIAL IN MATERIAL IN MATERIAL IN IN IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE STATE SPECIFICATIONS. WITH THE APPLICABLE PROVISIONS OF THE STATE SPECIFICATIONS. WITH THE APPLICABLE PROVISIONS OF THE STATE SPECIFICATIONS. THE APPLICABLE PROVISIONS OF THE STATE SPECIFICATIONS. THE APPLICABLE PROVISIONS OF THE STATE SPECIFICATIONS. APPLICABLE PROVISIONS OF THE STATE SPECIFICATIONS. APPLICABLE PROVISIONS OF THE STATE SPECIFICATIONS. PROVISIONS OF THE STATE SPECIFICATIONS. PROVISIONS OF THE STATE SPECIFICATIONS. OF THE STATE SPECIFICATIONS. OF THE STATE SPECIFICATIONS. THE STATE SPECIFICATIONS. THE STATE SPECIFICATIONS. STATE SPECIFICATIONS. STATE SPECIFICATIONS. SPECIFICATIONS. SPECIFICATIONS. SPECIFICATIONS. THE STRUCTURAL SECTION FOR TRENCH REPLACEMENT SHALL CONSIST OF NOT STRUCTURAL SECTION FOR TRENCH REPLACEMENT SHALL CONSIST OF NOT STRUCTURAL SECTION FOR TRENCH REPLACEMENT SHALL CONSIST OF NOT SECTION FOR TRENCH REPLACEMENT SHALL CONSIST OF NOT SECTION FOR TRENCH REPLACEMENT SHALL CONSIST OF NOT FOR TRENCH REPLACEMENT SHALL CONSIST OF NOT FOR TRENCH REPLACEMENT SHALL CONSIST OF NOT TRENCH REPLACEMENT SHALL CONSIST OF NOT TRENCH REPLACEMENT SHALL CONSIST OF NOT REPLACEMENT SHALL CONSIST OF NOT REPLACEMENT SHALL CONSIST OF NOT SHALL CONSIST OF NOT SHALL CONSIST OF NOT CONSIST OF NOT CONSIST OF NOT CONSIST OF NOT OF NOT OF NOT NOT NOT LESS THAN 12 INCHES OF APPROVED AGGREGATE BASE MATERIAL COMPACTED THAN 12 INCHES OF APPROVED AGGREGATE BASE MATERIAL COMPACTED THAN 12 INCHES OF APPROVED AGGREGATE BASE MATERIAL COMPACTED 12 INCHES OF APPROVED AGGREGATE BASE MATERIAL COMPACTED 12 INCHES OF APPROVED AGGREGATE BASE MATERIAL COMPACTED INCHES OF APPROVED AGGREGATE BASE MATERIAL COMPACTED INCHES OF APPROVED AGGREGATE BASE MATERIAL COMPACTED OF APPROVED AGGREGATE BASE MATERIAL COMPACTED OF APPROVED AGGREGATE BASE MATERIAL COMPACTED APPROVED AGGREGATE BASE MATERIAL COMPACTED APPROVED AGGREGATE BASE MATERIAL COMPACTED AGGREGATE BASE MATERIAL COMPACTED AGGREGATE BASE MATERIAL COMPACTED BASE MATERIAL COMPACTED BASE MATERIAL COMPACTED MATERIAL COMPACTED MATERIAL COMPACTED MATERIAL COMPACTED COMPACTED COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 95% AND 4 INCHES OF HOT A RELATIVE COMPACTION OF AT LEAST 95% AND 4 INCHES OF HOT A RELATIVE COMPACTION OF AT LEAST 95% AND 4 INCHES OF HOT RELATIVE COMPACTION OF AT LEAST 95% AND 4 INCHES OF HOT RELATIVE COMPACTION OF AT LEAST 95% AND 4 INCHES OF HOT COMPACTION OF AT LEAST 95% AND 4 INCHES OF HOT COMPACTION OF AT LEAST 95% AND 4 INCHES OF HOT OF AT LEAST 95% AND 4 INCHES OF HOT OF AT LEAST 95% AND 4 INCHES OF HOT AT LEAST 95% AND 4 INCHES OF HOT AT LEAST 95% AND 4 INCHES OF HOT LEAST 95% AND 4 INCHES OF HOT LEAST 95% AND 4 INCHES OF HOT 95% AND 4 INCHES OF HOT 95% AND 4 INCHES OF HOT AND 4 INCHES OF HOT AND 4 INCHES OF HOT 4 INCHES OF HOT 4 INCHES OF HOT INCHES OF HOT INCHES OF HOT INCHES OF HOT OF HOT OF HOT HOT HOT ASPHALT CONCRETE PLACED IN TWO LIFTS. TRENCH RESTORATION FOR HIGHER CONCRETE PLACED IN TWO LIFTS. TRENCH RESTORATION FOR HIGHER CONCRETE PLACED IN TWO LIFTS. TRENCH RESTORATION FOR HIGHER PLACED IN TWO LIFTS. TRENCH RESTORATION FOR HIGHER PLACED IN TWO LIFTS. TRENCH RESTORATION FOR HIGHER IN TWO LIFTS. TRENCH RESTORATION FOR HIGHER IN TWO LIFTS. TRENCH RESTORATION FOR HIGHER TWO LIFTS. TRENCH RESTORATION FOR HIGHER TWO LIFTS. TRENCH RESTORATION FOR HIGHER LIFTS. TRENCH RESTORATION FOR HIGHER LIFTS. TRENCH RESTORATION FOR HIGHER TRENCH RESTORATION FOR HIGHER TRENCH RESTORATION FOR HIGHER RESTORATION FOR HIGHER RESTORATION FOR HIGHER RESTORATION FOR HIGHER FOR HIGHER FOR HIGHER HIGHER HIGHER TYPE PAVEMENTS SHALL BE MADE IN KIND OR AS DIRECTED BY THE COUNTY. 5. TRENCH BACKFILL IN NEW CONSTRUCTION AREAS SHALL BE SAND MATERIAL TRENCH BACKFILL IN NEW CONSTRUCTION AREAS SHALL BE SAND MATERIAL TRENCH BACKFILL IN NEW CONSTRUCTION AREAS SHALL BE SAND MATERIAL BACKFILL IN NEW CONSTRUCTION AREAS SHALL BE SAND MATERIAL BACKFILL IN NEW CONSTRUCTION AREAS SHALL BE SAND MATERIAL IN NEW CONSTRUCTION AREAS SHALL BE SAND MATERIAL IN NEW CONSTRUCTION AREAS SHALL BE SAND MATERIAL NEW CONSTRUCTION AREAS SHALL BE SAND MATERIAL NEW CONSTRUCTION AREAS SHALL BE SAND MATERIAL CONSTRUCTION AREAS SHALL BE SAND MATERIAL CONSTRUCTION AREAS SHALL BE SAND MATERIAL AREAS SHALL BE SAND MATERIAL AREAS SHALL BE SAND MATERIAL SHALL BE SAND MATERIAL SHALL BE SAND MATERIAL BE SAND MATERIAL BE SAND MATERIAL SAND MATERIAL SAND MATERIAL MATERIAL MATERIAL COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 90%. THE REQUIREMENT TO A RELATIVE COMPACTION OF AT LEAST 90%. THE REQUIREMENT TO A RELATIVE COMPACTION OF AT LEAST 90%. THE REQUIREMENT A RELATIVE COMPACTION OF AT LEAST 90%. THE REQUIREMENT A RELATIVE COMPACTION OF AT LEAST 90%. THE REQUIREMENT RELATIVE COMPACTION OF AT LEAST 90%. THE REQUIREMENT RELATIVE COMPACTION OF AT LEAST 90%. THE REQUIREMENT COMPACTION OF AT LEAST 90%. THE REQUIREMENT COMPACTION OF AT LEAST 90%. THE REQUIREMENT OF AT LEAST 90%. THE REQUIREMENT OF AT LEAST 90%. THE REQUIREMENT AT LEAST 90%. THE REQUIREMENT AT LEAST 90%. THE REQUIREMENT LEAST 90%. THE REQUIREMENT LEAST 90%. THE REQUIREMENT 90%. THE REQUIREMENT 90%. THE REQUIREMENT THE REQUIREMENT THE REQUIREMENT REQUIREMENT REQUIREMENT REQUIREMENT FOR SELECT MATERIAL MAY BE WAIVED BY COUNTY IF THE NATIVE SOIL IS SELECT MATERIAL MAY BE WAIVED BY COUNTY IF THE NATIVE SOIL IS SELECT MATERIAL MAY BE WAIVED BY COUNTY IF THE NATIVE SOIL IS MATERIAL MAY BE WAIVED BY COUNTY IF THE NATIVE SOIL IS MATERIAL MAY BE WAIVED BY COUNTY IF THE NATIVE SOIL IS MAY BE WAIVED BY COUNTY IF THE NATIVE SOIL IS MAY BE WAIVED BY COUNTY IF THE NATIVE SOIL IS BE WAIVED BY COUNTY IF THE NATIVE SOIL IS BE WAIVED BY COUNTY IF THE NATIVE SOIL IS WAIVED BY COUNTY IF THE NATIVE SOIL IS WAIVED BY COUNTY IF THE NATIVE SOIL IS BY COUNTY IF THE NATIVE SOIL IS BY COUNTY IF THE NATIVE SOIL IS COUNTY IF THE NATIVE SOIL IS COUNTY IF THE NATIVE SOIL IS IF THE NATIVE SOIL IS IF THE NATIVE SOIL IS THE NATIVE SOIL IS THE NATIVE SOIL IS NATIVE SOIL IS NATIVE SOIL IS NATIVE SOIL IS SOIL IS SOIL IS IS IS SUITABLE FOR USE AS TRENCH BACKFILL BUT THE COMPACTION REQUIREMENTS FOR USE AS TRENCH BACKFILL BUT THE COMPACTION REQUIREMENTS FOR USE AS TRENCH BACKFILL BUT THE COMPACTION REQUIREMENTS USE AS TRENCH BACKFILL BUT THE COMPACTION REQUIREMENTS USE AS TRENCH BACKFILL BUT THE COMPACTION REQUIREMENTS AS TRENCH BACKFILL BUT THE COMPACTION REQUIREMENTS AS TRENCH BACKFILL BUT THE COMPACTION REQUIREMENTS TRENCH BACKFILL BUT THE COMPACTION REQUIREMENTS TRENCH BACKFILL BUT THE COMPACTION REQUIREMENTS BACKFILL BUT THE COMPACTION REQUIREMENTS BACKFILL BUT THE COMPACTION REQUIREMENTS BUT THE COMPACTION REQUIREMENTS BUT THE COMPACTION REQUIREMENTS THE COMPACTION REQUIREMENTS THE COMPACTION REQUIREMENTS COMPACTION REQUIREMENTS COMPACTION REQUIREMENTS COMPACTION REQUIREMENTS REQUIREMENTS REQUIREMENTS WILL NOT BE THEREBY WAIVED. 6. BACKFILL AND TRENCH RESTORATION REQUIREMENTS SHALL APPLY AS MINIMUM BACKFILL AND TRENCH RESTORATION REQUIREMENTS SHALL APPLY AS MINIMUM BACKFILL AND TRENCH RESTORATION REQUIREMENTS SHALL APPLY AS MINIMUM AND TRENCH RESTORATION REQUIREMENTS SHALL APPLY AS MINIMUM AND TRENCH RESTORATION REQUIREMENTS SHALL APPLY AS MINIMUM TRENCH RESTORATION REQUIREMENTS SHALL APPLY AS MINIMUM TRENCH RESTORATION REQUIREMENTS SHALL APPLY AS MINIMUM RESTORATION REQUIREMENTS SHALL APPLY AS MINIMUM RESTORATION REQUIREMENTS SHALL APPLY AS MINIMUM REQUIREMENTS SHALL APPLY AS MINIMUM REQUIREMENTS SHALL APPLY AS MINIMUM SHALL APPLY AS MINIMUM SHALL APPLY AS MINIMUM APPLY AS MINIMUM APPLY AS MINIMUM AS MINIMUM AS MINIMUM MINIMUM MINIMUM MINIMUM STANDARDS TO ALL UNDERGROUND FACILITIES INSTALLED BY OTHER FIRMS OR TO ALL UNDERGROUND FACILITIES INSTALLED BY OTHER FIRMS OR TO ALL UNDERGROUND FACILITIES INSTALLED BY OTHER FIRMS OR ALL UNDERGROUND FACILITIES INSTALLED BY OTHER FIRMS OR ALL UNDERGROUND FACILITIES INSTALLED BY OTHER FIRMS OR UNDERGROUND FACILITIES INSTALLED BY OTHER FIRMS OR UNDERGROUND FACILITIES INSTALLED BY OTHER FIRMS OR FACILITIES INSTALLED BY OTHER FIRMS OR FACILITIES INSTALLED BY OTHER FIRMS OR INSTALLED BY OTHER FIRMS OR INSTALLED BY OTHER FIRMS OR BY OTHER FIRMS OR BY OTHER FIRMS OR OTHER FIRMS OR OTHER FIRMS OR FIRMS OR FIRMS OR OR OR PUBLIC AGENCIES.

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SITE PREPARATION (CLEARING AND GRUBBING) 1. EXISTING TREES AUTHORIZED FOR REMOVAL, ROOTS, AND FOREIGN MATERIAL IN EXISTING TREES AUTHORIZED FOR REMOVAL, ROOTS, AND FOREIGN MATERIAL IN EXISTING TREES AUTHORIZED FOR REMOVAL, ROOTS, AND FOREIGN MATERIAL IN TREES AUTHORIZED FOR REMOVAL, ROOTS, AND FOREIGN MATERIAL IN TREES AUTHORIZED FOR REMOVAL, ROOTS, AND FOREIGN MATERIAL IN AUTHORIZED FOR REMOVAL, ROOTS, AND FOREIGN MATERIAL IN AUTHORIZED FOR REMOVAL, ROOTS, AND FOREIGN MATERIAL IN FOR REMOVAL, ROOTS, AND FOREIGN MATERIAL IN FOR REMOVAL, ROOTS, AND FOREIGN MATERIAL IN REMOVAL, ROOTS, AND FOREIGN MATERIAL IN REMOVAL, ROOTS, AND FOREIGN MATERIAL IN ROOTS, AND FOREIGN MATERIAL IN ROOTS, AND FOREIGN MATERIAL IN AND FOREIGN MATERIAL IN AND FOREIGN MATERIAL IN FOREIGN MATERIAL IN FOREIGN MATERIAL IN MATERIAL IN MATERIAL IN IN IN AREAS TO BE IMPROVED WILL BE REMOVED TO AN AUTHORIZED DISPOSAL SITE AS TO BE IMPROVED WILL BE REMOVED TO AN AUTHORIZED DISPOSAL SITE AS TO BE IMPROVED WILL BE REMOVED TO AN AUTHORIZED DISPOSAL SITE AS BE IMPROVED WILL BE REMOVED TO AN AUTHORIZED DISPOSAL SITE AS BE IMPROVED WILL BE REMOVED TO AN AUTHORIZED DISPOSAL SITE AS IMPROVED WILL BE REMOVED TO AN AUTHORIZED DISPOSAL SITE AS IMPROVED WILL BE REMOVED TO AN AUTHORIZED DISPOSAL SITE AS WILL BE REMOVED TO AN AUTHORIZED DISPOSAL SITE AS WILL BE REMOVED TO AN AUTHORIZED DISPOSAL SITE AS BE REMOVED TO AN AUTHORIZED DISPOSAL SITE AS BE REMOVED TO AN AUTHORIZED DISPOSAL SITE AS REMOVED TO AN AUTHORIZED DISPOSAL SITE AS REMOVED TO AN AUTHORIZED DISPOSAL SITE AS TO AN AUTHORIZED DISPOSAL SITE AS TO AN AUTHORIZED DISPOSAL SITE AS AN AUTHORIZED DISPOSAL SITE AS AN AUTHORIZED DISPOSAL SITE AS AUTHORIZED DISPOSAL SITE AS AUTHORIZED DISPOSAL SITE AS DISPOSAL SITE AS DISPOSAL SITE AS SITE AS SITE AS AS AS FOLLOWS: A) TO A MINIMUM DEPTH OF TWO FEET BELOW THE FINISHED GRADE OF TO A MINIMUM DEPTH OF TWO FEET BELOW THE FINISHED GRADE OF TO A MINIMUM DEPTH OF TWO FEET BELOW THE FINISHED GRADE OF A MINIMUM DEPTH OF TWO FEET BELOW THE FINISHED GRADE OF A MINIMUM DEPTH OF TWO FEET BELOW THE FINISHED GRADE OF MINIMUM DEPTH OF TWO FEET BELOW THE FINISHED GRADE OF MINIMUM DEPTH OF TWO FEET BELOW THE FINISHED GRADE OF DEPTH OF TWO FEET BELOW THE FINISHED GRADE OF DEPTH OF TWO FEET BELOW THE FINISHED GRADE OF OF TWO FEET BELOW THE FINISHED GRADE OF OF TWO FEET BELOW THE FINISHED GRADE OF TWO FEET BELOW THE FINISHED GRADE OF TWO FEET BELOW THE FINISHED GRADE OF FEET BELOW THE FINISHED GRADE OF FEET BELOW THE FINISHED GRADE OF BELOW THE FINISHED GRADE OF BELOW THE FINISHED GRADE OF THE FINISHED GRADE OF THE FINISHED GRADE OF FINISHED GRADE OF FINISHED GRADE OF GRADE OF GRADE OF OF OF PROPOSED ROADWAYS (EITHER PRIVATE OR TO BE DEDICATED TO PUBLIC USE) B) FROM AREAS AFFECTED BY THE PROPOSED GRADING EXCEPT WHERE NOTED FROM AREAS AFFECTED BY THE PROPOSED GRADING EXCEPT WHERE NOTED FROM AREAS AFFECTED BY THE PROPOSED GRADING EXCEPT WHERE NOTED AREAS AFFECTED BY THE PROPOSED GRADING EXCEPT WHERE NOTED AREAS AFFECTED BY THE PROPOSED GRADING EXCEPT WHERE NOTED AFFECTED BY THE PROPOSED GRADING EXCEPT WHERE NOTED AFFECTED BY THE PROPOSED GRADING EXCEPT WHERE NOTED BY THE PROPOSED GRADING EXCEPT WHERE NOTED BY THE PROPOSED GRADING EXCEPT WHERE NOTED THE PROPOSED GRADING EXCEPT WHERE NOTED THE PROPOSED GRADING EXCEPT WHERE NOTED PROPOSED GRADING EXCEPT WHERE NOTED PROPOSED GRADING EXCEPT WHERE NOTED GRADING EXCEPT WHERE NOTED GRADING EXCEPT WHERE NOTED EXCEPT WHERE NOTED EXCEPT WHERE NOTED WHERE NOTED WHERE NOTED NOTED NOTED ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO THE PLANS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO THE PLANS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO PLANS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO PLANS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO BE THE RESPONSIBILITY OF THE DEVELOPER TO BE THE RESPONSIBILITY OF THE DEVELOPER TO THE RESPONSIBILITY OF THE DEVELOPER TO THE RESPONSIBILITY OF THE DEVELOPER TO RESPONSIBILITY OF THE DEVELOPER TO RESPONSIBILITY OF THE DEVELOPER TO OF THE DEVELOPER TO OF THE DEVELOPER TO THE DEVELOPER TO THE DEVELOPER TO DEVELOPER TO DEVELOPER TO TO TO MOVE OR RELOCATE 2. UTILITY POLES AND OTHER OBSTRUCTIONS IN THE WAY OF CONSTRUCTION.

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CONSTRUCTION INSPECTION 1. CONTRACTOR SHALL NOTIFY PERMIT INSPECTION UNIT, SANTA CLARA COUNTY CONTRACTOR SHALL NOTIFY PERMIT INSPECTION UNIT, SANTA CLARA COUNTY CONTRACTOR SHALL NOTIFY PERMIT INSPECTION UNIT, SANTA CLARA COUNTY SHALL NOTIFY PERMIT INSPECTION UNIT, SANTA CLARA COUNTY SHALL NOTIFY PERMIT INSPECTION UNIT, SANTA CLARA COUNTY NOTIFY PERMIT INSPECTION UNIT, SANTA CLARA COUNTY NOTIFY PERMIT INSPECTION UNIT, SANTA CLARA COUNTY PERMIT INSPECTION UNIT, SANTA CLARA COUNTY PERMIT INSPECTION UNIT, SANTA CLARA COUNTY INSPECTION UNIT, SANTA CLARA COUNTY INSPECTION UNIT, SANTA CLARA COUNTY UNIT, SANTA CLARA COUNTY UNIT, SANTA CLARA COUNTY SANTA CLARA COUNTY SANTA CLARA COUNTY CLARA COUNTY CLARA COUNTY COUNTY COUNTY PRIOR TO COMMENCING WORK AND FOR FINAL INSPECTION OF WORK AND SITE. 2. THE COUNTY REQUIRES A MINIMUM OF 24 HOURS ADVANCE NOTICE FOR THE COUNTY REQUIRES A MINIMUM OF 24 HOURS ADVANCE NOTICE FOR THE COUNTY REQUIRES A MINIMUM OF 24 HOURS ADVANCE NOTICE FOR COUNTY REQUIRES A MINIMUM OF 24 HOURS ADVANCE NOTICE FOR COUNTY REQUIRES A MINIMUM OF 24 HOURS ADVANCE NOTICE FOR REQUIRES A MINIMUM OF 24 HOURS ADVANCE NOTICE FOR REQUIRES A MINIMUM OF 24 HOURS ADVANCE NOTICE FOR A MINIMUM OF 24 HOURS ADVANCE NOTICE FOR A MINIMUM OF 24 HOURS ADVANCE NOTICE FOR MINIMUM OF 24 HOURS ADVANCE NOTICE FOR MINIMUM OF 24 HOURS ADVANCE NOTICE FOR OF 24 HOURS ADVANCE NOTICE FOR OF 24 HOURS ADVANCE NOTICE FOR 24 HOURS ADVANCE NOTICE FOR 24 HOURS ADVANCE NOTICE FOR HOURS ADVANCE NOTICE FOR HOURS ADVANCE NOTICE FOR ADVANCE NOTICE FOR ADVANCE NOTICE FOR NOTICE FOR NOTICE FOR FOR FOR GENERAL INSPECTION, 48 HOURS FOR ASPHALT CONCRETE INSPECTION. 3. INSPECTION BY SANTA CLARA COUNTY SHALL BE LIMITED TO INSPECTION OF INSPECTION BY SANTA CLARA COUNTY SHALL BE LIMITED TO INSPECTION OF INSPECTION BY SANTA CLARA COUNTY SHALL BE LIMITED TO INSPECTION OF BY SANTA CLARA COUNTY SHALL BE LIMITED TO INSPECTION OF BY SANTA CLARA COUNTY SHALL BE LIMITED TO INSPECTION OF SANTA CLARA COUNTY SHALL BE LIMITED TO INSPECTION OF SANTA CLARA COUNTY SHALL BE LIMITED TO INSPECTION OF CLARA COUNTY SHALL BE LIMITED TO INSPECTION OF CLARA COUNTY SHALL BE LIMITED TO INSPECTION OF COUNTY SHALL BE LIMITED TO INSPECTION OF COUNTY SHALL BE LIMITED TO INSPECTION OF SHALL BE LIMITED TO INSPECTION OF SHALL BE LIMITED TO INSPECTION OF BE LIMITED TO INSPECTION OF BE LIMITED TO INSPECTION OF LIMITED TO INSPECTION OF LIMITED TO INSPECTION OF TO INSPECTION OF TO INSPECTION OF INSPECTION OF INSPECTION OF OF OF MATERIALS AND PROCESSES OF CONSTRUCTION TO OBSERVE THEIR COMPLIANCE AND PROCESSES OF CONSTRUCTION TO OBSERVE THEIR COMPLIANCE AND PROCESSES OF CONSTRUCTION TO OBSERVE THEIR COMPLIANCE PROCESSES OF CONSTRUCTION TO OBSERVE THEIR COMPLIANCE PROCESSES OF CONSTRUCTION TO OBSERVE THEIR COMPLIANCE OF CONSTRUCTION TO OBSERVE THEIR COMPLIANCE OF CONSTRUCTION TO OBSERVE THEIR COMPLIANCE CONSTRUCTION TO OBSERVE THEIR COMPLIANCE CONSTRUCTION TO OBSERVE THEIR COMPLIANCE TO OBSERVE THEIR COMPLIANCE TO OBSERVE THEIR COMPLIANCE OBSERVE THEIR COMPLIANCE OBSERVE THEIR COMPLIANCE THEIR COMPLIANCE THEIR COMPLIANCE COMPLIANCE COMPLIANCE COMPLIANCE WITH PLANS & SPECIFICATIONS BUT DOES NOT INCLUDE RESPONSIBILITY FOR PLANS & SPECIFICATIONS BUT DOES NOT INCLUDE RESPONSIBILITY FOR PLANS & SPECIFICATIONS BUT DOES NOT INCLUDE RESPONSIBILITY FOR & SPECIFICATIONS BUT DOES NOT INCLUDE RESPONSIBILITY FOR & SPECIFICATIONS BUT DOES NOT INCLUDE RESPONSIBILITY FOR SPECIFICATIONS BUT DOES NOT INCLUDE RESPONSIBILITY FOR SPECIFICATIONS BUT DOES NOT INCLUDE RESPONSIBILITY FOR BUT DOES NOT INCLUDE RESPONSIBILITY FOR BUT DOES NOT INCLUDE RESPONSIBILITY FOR DOES NOT INCLUDE RESPONSIBILITY FOR DOES NOT INCLUDE RESPONSIBILITY FOR NOT INCLUDE RESPONSIBILITY FOR NOT INCLUDE RESPONSIBILITY FOR INCLUDE RESPONSIBILITY FOR INCLUDE RESPONSIBILITY FOR RESPONSIBILITY FOR RESPONSIBILITY FOR RESPONSIBILITY FOR FOR FOR THE SUPERINTENDENT OF CONSTRUCTION, SITE CONDITIONS, EQUIPMENT OR SUPERINTENDENT OF CONSTRUCTION, SITE CONDITIONS, EQUIPMENT OR SUPERINTENDENT OF CONSTRUCTION, SITE CONDITIONS, EQUIPMENT OR OF CONSTRUCTION, SITE CONDITIONS, EQUIPMENT OR OF CONSTRUCTION, SITE CONDITIONS, EQUIPMENT OR CONSTRUCTION, SITE CONDITIONS, EQUIPMENT OR CONSTRUCTION, SITE CONDITIONS, EQUIPMENT OR SITE CONDITIONS, EQUIPMENT OR SITE CONDITIONS, EQUIPMENT OR CONDITIONS, EQUIPMENT OR CONDITIONS, EQUIPMENT OR CONDITIONS, EQUIPMENT OR EQUIPMENT OR EQUIPMENT OR OR OR PERSONNEL. CONTRACTOR SHALL NOTIFY THE COUNTY LAND DEVELOPMENT CONTRACTOR SHALL NOTIFY THE COUNTY LAND DEVELOPMENT CONTRACTOR SHALL NOTIFY THE COUNTY LAND DEVELOPMENT SHALL NOTIFY THE COUNTY LAND DEVELOPMENT SHALL NOTIFY THE COUNTY LAND DEVELOPMENT NOTIFY THE COUNTY LAND DEVELOPMENT NOTIFY THE COUNTY LAND DEVELOPMENT THE COUNTY LAND DEVELOPMENT THE COUNTY LAND DEVELOPMENT COUNTY LAND DEVELOPMENT COUNTY LAND DEVELOPMENT COUNTY LAND DEVELOPMENT LAND DEVELOPMENT LAND DEVELOPMENT DEVELOPMENT DEVELOPMENT INSPECTOR AT PHONE (408) 299-6868 AT LEAST 24 HOURS PRIOR TO AT PHONE (408) 299-6868 AT LEAST 24 HOURS PRIOR TO AT PHONE (408) 299-6868 AT LEAST 24 HOURS PRIOR TO PHONE (408) 299-6868 AT LEAST 24 HOURS PRIOR TO PHONE (408) 299-6868 AT LEAST 24 HOURS PRIOR TO (408) 299-6868 AT LEAST 24 HOURS PRIOR TO (408) 299-6868 AT LEAST 24 HOURS PRIOR TO 299-6868 AT LEAST 24 HOURS PRIOR TO 299-6868 AT LEAST 24 HOURS PRIOR TO AT LEAST 24 HOURS PRIOR TO AT LEAST 24 HOURS PRIOR TO LEAST 24 HOURS PRIOR TO LEAST 24 HOURS PRIOR TO LEAST 24 HOURS PRIOR TO 24 HOURS PRIOR TO 24 HOURS PRIOR TO HOURS PRIOR TO HOURS PRIOR TO PRIOR TO PRIOR TO TO TO COMMENCING WORK AND FOR FINAL INSPECTION OF WORK AND SITE. 4. DEVELOPER AND/OR HIS AUTHORIZED REPRESENTATIVE MUST SUBMIT WRITTEN DEVELOPER AND/OR HIS AUTHORIZED REPRESENTATIVE MUST SUBMIT WRITTEN DEVELOPER AND/OR HIS AUTHORIZED REPRESENTATIVE MUST SUBMIT WRITTEN AND/OR HIS AUTHORIZED REPRESENTATIVE MUST SUBMIT WRITTEN AND/OR HIS AUTHORIZED REPRESENTATIVE MUST SUBMIT WRITTEN HIS AUTHORIZED REPRESENTATIVE MUST SUBMIT WRITTEN HIS AUTHORIZED REPRESENTATIVE MUST SUBMIT WRITTEN AUTHORIZED REPRESENTATIVE MUST SUBMIT WRITTEN AUTHORIZED REPRESENTATIVE MUST SUBMIT WRITTEN REPRESENTATIVE MUST SUBMIT WRITTEN REPRESENTATIVE MUST SUBMIT WRITTEN MUST SUBMIT WRITTEN MUST SUBMIT WRITTEN SUBMIT WRITTEN SUBMIT WRITTEN WRITTEN WRITTEN REQUEST FOR FINAL INSPECTION AND ACCEPTANCE. SAID REQUEST SHALL BE FOR FINAL INSPECTION AND ACCEPTANCE. SAID REQUEST SHALL BE FOR FINAL INSPECTION AND ACCEPTANCE. SAID REQUEST SHALL BE FINAL INSPECTION AND ACCEPTANCE. SAID REQUEST SHALL BE FINAL INSPECTION AND ACCEPTANCE. SAID REQUEST SHALL BE INSPECTION AND ACCEPTANCE. SAID REQUEST SHALL BE INSPECTION AND ACCEPTANCE. SAID REQUEST SHALL BE AND ACCEPTANCE. SAID REQUEST SHALL BE AND ACCEPTANCE. SAID REQUEST SHALL BE ACCEPTANCE. SAID REQUEST SHALL BE ACCEPTANCE. SAID REQUEST SHALL BE SAID REQUEST SHALL BE SAID REQUEST SHALL BE REQUEST SHALL BE REQUEST SHALL BE SHALL BE SHALL BE BE BE DIRECTED TO THE INSPECTION OFFICE NOTED ON THE PERMIT FORM. 5. THE CONTRACTOR SHALL PROVIDE TO THE COUNTY CONSTRUCTION INSPECTOR THE CONTRACTOR SHALL PROVIDE TO THE COUNTY CONSTRUCTION INSPECTOR THE CONTRACTOR SHALL PROVIDE TO THE COUNTY CONSTRUCTION INSPECTOR CONTRACTOR SHALL PROVIDE TO THE COUNTY CONSTRUCTION INSPECTOR CONTRACTOR SHALL PROVIDE TO THE COUNTY CONSTRUCTION INSPECTOR SHALL PROVIDE TO THE COUNTY CONSTRUCTION INSPECTOR SHALL PROVIDE TO THE COUNTY CONSTRUCTION INSPECTOR PROVIDE TO THE COUNTY CONSTRUCTION INSPECTOR PROVIDE TO THE COUNTY CONSTRUCTION INSPECTOR TO THE COUNTY CONSTRUCTION INSPECTOR TO THE COUNTY CONSTRUCTION INSPECTOR THE COUNTY CONSTRUCTION INSPECTOR THE COUNTY CONSTRUCTION INSPECTOR COUNTY CONSTRUCTION INSPECTOR COUNTY CONSTRUCTION INSPECTOR CONSTRUCTION INSPECTOR CONSTRUCTION INSPECTOR INSPECTOR INSPECTOR WITH PAD ELEVATION AND LOCATION CERTIFICATES, PREPARED BY THE PROJECT PAD ELEVATION AND LOCATION CERTIFICATES, PREPARED BY THE PROJECT PAD ELEVATION AND LOCATION CERTIFICATES, PREPARED BY THE PROJECT ELEVATION AND LOCATION CERTIFICATES, PREPARED BY THE PROJECT ELEVATION AND LOCATION CERTIFICATES, PREPARED BY THE PROJECT AND LOCATION CERTIFICATES, PREPARED BY THE PROJECT AND LOCATION CERTIFICATES, PREPARED BY THE PROJECT LOCATION CERTIFICATES, PREPARED BY THE PROJECT LOCATION CERTIFICATES, PREPARED BY THE PROJECT CERTIFICATES, PREPARED BY THE PROJECT CERTIFICATES, PREPARED BY THE PROJECT PREPARED BY THE PROJECT PREPARED BY THE PROJECT BY THE PROJECT BY THE PROJECT THE PROJECT THE PROJECT PROJECT PROJECT PROJECT ENGINEER OR LAND SURVEYOR, PRIOR COMMENCEMENT OF THE BUILDING OR LAND SURVEYOR, PRIOR COMMENCEMENT OF THE BUILDING OR LAND SURVEYOR, PRIOR COMMENCEMENT OF THE BUILDING LAND SURVEYOR, PRIOR COMMENCEMENT OF THE BUILDING LAND SURVEYOR, PRIOR COMMENCEMENT OF THE BUILDING SURVEYOR, PRIOR COMMENCEMENT OF THE BUILDING SURVEYOR, PRIOR COMMENCEMENT OF THE BUILDING PRIOR COMMENCEMENT OF THE BUILDING PRIOR COMMENCEMENT OF THE BUILDING COMMENCEMENT OF THE BUILDING COMMENCEMENT OF THE BUILDING OF THE BUILDING OF THE BUILDING THE BUILDING THE BUILDING BUILDING BUILDING BUILDING FOUNDATION.

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CONSTRUCTION STAKING 1. THE DEVELOPER'S ENGINEER IS RESPONSIBLE FOR THE INITIAL PLACEMENT AND THE DEVELOPER'S ENGINEER IS RESPONSIBLE FOR THE INITIAL PLACEMENT AND THE DEVELOPER'S ENGINEER IS RESPONSIBLE FOR THE INITIAL PLACEMENT AND DEVELOPER'S ENGINEER IS RESPONSIBLE FOR THE INITIAL PLACEMENT AND DEVELOPER'S ENGINEER IS RESPONSIBLE FOR THE INITIAL PLACEMENT AND ENGINEER IS RESPONSIBLE FOR THE INITIAL PLACEMENT AND ENGINEER IS RESPONSIBLE FOR THE INITIAL PLACEMENT AND IS RESPONSIBLE FOR THE INITIAL PLACEMENT AND IS RESPONSIBLE FOR THE INITIAL PLACEMENT AND RESPONSIBLE FOR THE INITIAL PLACEMENT AND RESPONSIBLE FOR THE INITIAL PLACEMENT AND FOR THE INITIAL PLACEMENT AND FOR THE INITIAL PLACEMENT AND THE INITIAL PLACEMENT AND THE INITIAL PLACEMENT AND INITIAL PLACEMENT AND INITIAL PLACEMENT AND PLACEMENT AND PLACEMENT AND AND AND AND REPLACEMENT OF CONSTRUCTION GRADE STAKES. THE STAKES ARE TO BE OF CONSTRUCTION GRADE STAKES. THE STAKES ARE TO BE OF CONSTRUCTION GRADE STAKES. THE STAKES ARE TO BE CONSTRUCTION GRADE STAKES. THE STAKES ARE TO BE CONSTRUCTION GRADE STAKES. THE STAKES ARE TO BE GRADE STAKES. THE STAKES ARE TO BE GRADE STAKES. THE STAKES ARE TO BE STAKES. THE STAKES ARE TO BE STAKES. THE STAKES ARE TO BE THE STAKES ARE TO BE THE STAKES ARE TO BE STAKES ARE TO BE STAKES ARE TO BE ARE TO BE ARE TO BE TO BE TO BE BE BE BE ADEQUATELY IDENTIFIED, LOCATED, STABILIZED, ETC. FOR THE CONVENIENCE OF IDENTIFIED, LOCATED, STABILIZED, ETC. FOR THE CONVENIENCE OF IDENTIFIED, LOCATED, STABILIZED, ETC. FOR THE CONVENIENCE OF LOCATED, STABILIZED, ETC. FOR THE CONVENIENCE OF LOCATED, STABILIZED, ETC. FOR THE CONVENIENCE OF STABILIZED, ETC. FOR THE CONVENIENCE OF STABILIZED, ETC. FOR THE CONVENIENCE OF ETC. FOR THE CONVENIENCE OF ETC. FOR THE CONVENIENCE OF FOR THE CONVENIENCE OF FOR THE CONVENIENCE OF THE CONVENIENCE OF THE CONVENIENCE OF CONVENIENCE OF CONVENIENCE OF CONVENIENCE OF OF OF CONTRACTORS. LATERAL OFFSET OF STAKES SET FOR CURBS AND GUTTERS LATERAL OFFSET OF STAKES SET FOR CURBS AND GUTTERS LATERAL OFFSET OF STAKES SET FOR CURBS AND GUTTERS OFFSET OF STAKES SET FOR CURBS AND GUTTERS OFFSET OF STAKES SET FOR CURBS AND GUTTERS OF STAKES SET FOR CURBS AND GUTTERS OF STAKES SET FOR CURBS AND GUTTERS STAKES SET FOR CURBS AND GUTTERS STAKES SET FOR CURBS AND GUTTERS SET FOR CURBS AND GUTTERS SET FOR CURBS AND GUTTERS FOR CURBS AND GUTTERS FOR CURBS AND GUTTERS CURBS AND GUTTERS CURBS AND GUTTERS CURBS AND GUTTERS AND GUTTERS AND GUTTERS GUTTERS GUTTERS SHALL NOT EXCEED 2 1/2 FEET FROM BACK OF CURB. 2. ANY PROPERTY LINE STAKES OR ROAD MONUMENTS DISTURBED DURING ANY PROPERTY LINE STAKES OR ROAD MONUMENTS DISTURBED DURING ANY PROPERTY LINE STAKES OR ROAD MONUMENTS DISTURBED DURING PROPERTY LINE STAKES OR ROAD MONUMENTS DISTURBED DURING PROPERTY LINE STAKES OR ROAD MONUMENTS DISTURBED DURING LINE STAKES OR ROAD MONUMENTS DISTURBED DURING LINE STAKES OR ROAD MONUMENTS DISTURBED DURING STAKES OR ROAD MONUMENTS DISTURBED DURING STAKES OR ROAD MONUMENTS DISTURBED DURING OR ROAD MONUMENTS DISTURBED DURING OR ROAD MONUMENTS DISTURBED DURING ROAD MONUMENTS DISTURBED DURING ROAD MONUMENTS DISTURBED DURING MONUMENTS DISTURBED DURING MONUMENTS DISTURBED DURING DISTURBED DURING DISTURBED DURING DURING DURING CONSTRUCTION SHALL BE REPLACED BY DEVELOPER'S ENGINEER AND LICENSED SHALL BE REPLACED BY DEVELOPER'S ENGINEER AND LICENSED SHALL BE REPLACED BY DEVELOPER'S ENGINEER AND LICENSED BE REPLACED BY DEVELOPER'S ENGINEER AND LICENSED BE REPLACED BY DEVELOPER'S ENGINEER AND LICENSED REPLACED BY DEVELOPER'S ENGINEER AND LICENSED REPLACED BY DEVELOPER'S ENGINEER AND LICENSED BY DEVELOPER'S ENGINEER AND LICENSED BY DEVELOPER'S ENGINEER AND LICENSED DEVELOPER'S ENGINEER AND LICENSED DEVELOPER'S ENGINEER AND LICENSED ENGINEER AND LICENSED ENGINEER AND LICENSED AND LICENSED AND LICENSED LICENSED LICENSED LICENSED LAND SURVEYOR. 3. PROPERTY LINE STAKING MUST BE PERFORMED BY THE PROJECT ENGINEER OR PROPERTY LINE STAKING MUST BE PERFORMED BY THE PROJECT ENGINEER OR PROPERTY LINE STAKING MUST BE PERFORMED BY THE PROJECT ENGINEER OR LINE STAKING MUST BE PERFORMED BY THE PROJECT ENGINEER OR LINE STAKING MUST BE PERFORMED BY THE PROJECT ENGINEER OR STAKING MUST BE PERFORMED BY THE PROJECT ENGINEER OR STAKING MUST BE PERFORMED BY THE PROJECT ENGINEER OR MUST BE PERFORMED BY THE PROJECT ENGINEER OR MUST BE PERFORMED BY THE PROJECT ENGINEER OR BE PERFORMED BY THE PROJECT ENGINEER OR BE PERFORMED BY THE PROJECT ENGINEER OR PERFORMED BY THE PROJECT ENGINEER OR PERFORMED BY THE PROJECT ENGINEER OR BY THE PROJECT ENGINEER OR BY THE PROJECT ENGINEER OR THE PROJECT ENGINEER OR THE PROJECT ENGINEER OR PROJECT ENGINEER OR PROJECT ENGINEER OR ENGINEER OR ENGINEER OR OR OR LAND SURVEYOR TO ESTABLISH OR RE-ESTABLISH THE PROJECT BOUNDARY SURVEYOR TO ESTABLISH OR RE-ESTABLISH THE PROJECT BOUNDARY SURVEYOR TO ESTABLISH OR RE-ESTABLISH THE PROJECT BOUNDARY TO ESTABLISH OR RE-ESTABLISH THE PROJECT BOUNDARY TO ESTABLISH OR RE-ESTABLISH THE PROJECT BOUNDARY ESTABLISH OR RE-ESTABLISH THE PROJECT BOUNDARY ESTABLISH OR RE-ESTABLISH THE PROJECT BOUNDARY OR RE-ESTABLISH THE PROJECT BOUNDARY OR RE-ESTABLISH THE PROJECT BOUNDARY RE-ESTABLISH THE PROJECT BOUNDARY RE-ESTABLISH THE PROJECT BOUNDARY THE PROJECT BOUNDARY THE PROJECT BOUNDARY PROJECT BOUNDARY PROJECT BOUNDARY BOUNDARY BOUNDARY AND SHALL BE INSPECTED BY THE COUNTY INSPECTOR PRIOR TO THE SHALL BE INSPECTED BY THE COUNTY INSPECTOR PRIOR TO THE SHALL BE INSPECTED BY THE COUNTY INSPECTOR PRIOR TO THE BE INSPECTED BY THE COUNTY INSPECTOR PRIOR TO THE BE INSPECTED BY THE COUNTY INSPECTOR PRIOR TO THE INSPECTED BY THE COUNTY INSPECTOR PRIOR TO THE INSPECTED BY THE COUNTY INSPECTOR PRIOR TO THE BY THE COUNTY INSPECTOR PRIOR TO THE BY THE COUNTY INSPECTOR PRIOR TO THE THE COUNTY INSPECTOR PRIOR TO THE THE COUNTY INSPECTOR PRIOR TO THE COUNTY INSPECTOR PRIOR TO THE COUNTY INSPECTOR PRIOR TO THE INSPECTOR PRIOR TO THE INSPECTOR PRIOR TO THE PRIOR TO THE PRIOR TO THE TO THE TO THE THE THE BEGINNING OF THE WORK. 4. PROPER CONSTRUCTION STAKES SHALL BE SET IN THE FIELD BY THE PROJECT PROPER CONSTRUCTION STAKES SHALL BE SET IN THE FIELD BY THE PROJECT PROPER CONSTRUCTION STAKES SHALL BE SET IN THE FIELD BY THE PROJECT CONSTRUCTION STAKES SHALL BE SET IN THE FIELD BY THE PROJECT CONSTRUCTION STAKES SHALL BE SET IN THE FIELD BY THE PROJECT STAKES SHALL BE SET IN THE FIELD BY THE PROJECT STAKES SHALL BE SET IN THE FIELD BY THE PROJECT SHALL BE SET IN THE FIELD BY THE PROJECT SHALL BE SET IN THE FIELD BY THE PROJECT BE SET IN THE FIELD BY THE PROJECT BE SET IN THE FIELD BY THE PROJECT SET IN THE FIELD BY THE PROJECT SET IN THE FIELD BY THE PROJECT IN THE FIELD BY THE PROJECT IN THE FIELD BY THE PROJECT THE FIELD BY THE PROJECT THE FIELD BY THE PROJECT FIELD BY THE PROJECT FIELD BY THE PROJECT BY THE PROJECT BY THE PROJECT THE PROJECT THE PROJECT PROJECT PROJECT PROJECT ENGINEER OR LAND SURVEYOR AND VERIFIED BY THE COUNTY INSPECTOR PRIOR OR LAND SURVEYOR AND VERIFIED BY THE COUNTY INSPECTOR PRIOR OR LAND SURVEYOR AND VERIFIED BY THE COUNTY INSPECTOR PRIOR LAND SURVEYOR AND VERIFIED BY THE COUNTY INSPECTOR PRIOR LAND SURVEYOR AND VERIFIED BY THE COUNTY INSPECTOR PRIOR SURVEYOR AND VERIFIED BY THE COUNTY INSPECTOR PRIOR SURVEYOR AND VERIFIED BY THE COUNTY INSPECTOR PRIOR AND VERIFIED BY THE COUNTY INSPECTOR PRIOR AND VERIFIED BY THE COUNTY INSPECTOR PRIOR VERIFIED BY THE COUNTY INSPECTOR PRIOR VERIFIED BY THE COUNTY INSPECTOR PRIOR BY THE COUNTY INSPECTOR PRIOR BY THE COUNTY INSPECTOR PRIOR THE COUNTY INSPECTOR PRIOR THE COUNTY INSPECTOR PRIOR COUNTY INSPECTOR PRIOR COUNTY INSPECTOR PRIOR INSPECTOR PRIOR INSPECTOR PRIOR INSPECTOR PRIOR PRIOR PRIOR TO THE COMMENCEMENT OF GRADING.

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GENERAL CONDITIONS 1. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SOILS AND/OR GEOTECHNICAL REPORT PREPARED _________________________ ______________________________________________________ AND DATED ______________________________________________. THIS REPORT IS SUPPLEMENTED BY: 1) THESE PLANS AND SPECIFICATIONS, THIS REPORT IS SUPPLEMENTED BY: 1) THESE PLANS AND SPECIFICATIONS, 2) THE COUNTY OF SANTA CLARA STANDARD DETAILS. 3) THE COUNTY OF THE COUNTY OF SANTA CLARA STANDARD DETAILS. 3) THE COUNTY OF THE COUNTY OF SANTA CLARA STANDARD DETAILS. 3) THE COUNTY OF COUNTY OF SANTA CLARA STANDARD DETAILS. 3) THE COUNTY OF COUNTY OF SANTA CLARA STANDARD DETAILS. 3) THE COUNTY OF OF SANTA CLARA STANDARD DETAILS. 3) THE COUNTY OF OF SANTA CLARA STANDARD DETAILS. 3) THE COUNTY OF SANTA CLARA STANDARD DETAILS. 3) THE COUNTY OF SANTA CLARA STANDARD DETAILS. 3) THE COUNTY OF CLARA STANDARD DETAILS. 3) THE COUNTY OF CLARA STANDARD DETAILS. 3) THE COUNTY OF STANDARD DETAILS. 3) THE COUNTY OF STANDARD DETAILS. 3) THE COUNTY OF DETAILS. 3) THE COUNTY OF DETAILS. 3) THE COUNTY OF 3) THE COUNTY OF 3) THE COUNTY OF THE COUNTY OF THE COUNTY OF COUNTY OF COUNTY OF OF OF SANTA CLARA STANDARD SPECS, 4) STATE OF CALIFORNIA STANDARD DETAILS, CLARA STANDARD SPECS, 4) STATE OF CALIFORNIA STANDARD DETAILS, CLARA STANDARD SPECS, 4) STATE OF CALIFORNIA STANDARD DETAILS, STANDARD SPECS, 4) STATE OF CALIFORNIA STANDARD DETAILS, STANDARD SPECS, 4) STATE OF CALIFORNIA STANDARD DETAILS, SPECS, 4) STATE OF CALIFORNIA STANDARD DETAILS, SPECS, 4) STATE OF CALIFORNIA STANDARD DETAILS, 4) STATE OF CALIFORNIA STANDARD DETAILS, 4) STATE OF CALIFORNIA STANDARD DETAILS, STATE OF CALIFORNIA STANDARD DETAILS, STATE OF CALIFORNIA STANDARD DETAILS, OF CALIFORNIA STANDARD DETAILS, OF CALIFORNIA STANDARD DETAILS, CALIFORNIA STANDARD DETAILS, CALIFORNIA STANDARD DETAILS, STANDARD DETAILS, STANDARD DETAILS, DETAILS, DETAILS, 5) STATE OF CALIFORNIA STANDARD SPECIFICATIONS. IN THE EVENT OF CONFLICT STATE OF CALIFORNIA STANDARD SPECIFICATIONS. IN THE EVENT OF CONFLICT STATE OF CALIFORNIA STANDARD SPECIFICATIONS. IN THE EVENT OF CONFLICT OF CALIFORNIA STANDARD SPECIFICATIONS. IN THE EVENT OF CONFLICT OF CALIFORNIA STANDARD SPECIFICATIONS. IN THE EVENT OF CONFLICT CALIFORNIA STANDARD SPECIFICATIONS. IN THE EVENT OF CONFLICT CALIFORNIA STANDARD SPECIFICATIONS. IN THE EVENT OF CONFLICT STANDARD SPECIFICATIONS. IN THE EVENT OF CONFLICT STANDARD SPECIFICATIONS. IN THE EVENT OF CONFLICT SPECIFICATIONS. IN THE EVENT OF CONFLICT SPECIFICATIONS. IN THE EVENT OF CONFLICT IN THE EVENT OF CONFLICT IN THE EVENT OF CONFLICT THE EVENT OF CONFLICT THE EVENT OF CONFLICT EVENT OF CONFLICT EVENT OF CONFLICT OF CONFLICT OF CONFLICT CONFLICT CONFLICT THE FORMER SHALL TAKE PRECEDENCE OVER THE LATTER. THE PERFORMANCE FORMER SHALL TAKE PRECEDENCE OVER THE LATTER. THE PERFORMANCE FORMER SHALL TAKE PRECEDENCE OVER THE LATTER. THE PERFORMANCE SHALL TAKE PRECEDENCE OVER THE LATTER. THE PERFORMANCE SHALL TAKE PRECEDENCE OVER THE LATTER. THE PERFORMANCE TAKE PRECEDENCE OVER THE LATTER. THE PERFORMANCE TAKE PRECEDENCE OVER THE LATTER. THE PERFORMANCE PRECEDENCE OVER THE LATTER. THE PERFORMANCE PRECEDENCE OVER THE LATTER. THE PERFORMANCE OVER THE LATTER. THE PERFORMANCE OVER THE LATTER. THE PERFORMANCE THE LATTER. THE PERFORMANCE THE LATTER. THE PERFORMANCE LATTER. THE PERFORMANCE LATTER. THE PERFORMANCE THE PERFORMANCE THE PERFORMANCE PERFORMANCE PERFORMANCE AND COMPLETION OF ALL WORK MUST BE TO THE SATISFACTION OF THE COUNTY. 2.DEVELOPER IS RESPONSIBLE FOR INSTALLATION OF THE IMPROVEMENTS SHOWN DEVELOPER IS RESPONSIBLE FOR INSTALLATION OF THE IMPROVEMENTS SHOWN IS RESPONSIBLE FOR INSTALLATION OF THE IMPROVEMENTS SHOWN IS RESPONSIBLE FOR INSTALLATION OF THE IMPROVEMENTS SHOWN RESPONSIBLE FOR INSTALLATION OF THE IMPROVEMENTS SHOWN RESPONSIBLE FOR INSTALLATION OF THE IMPROVEMENTS SHOWN FOR INSTALLATION OF THE IMPROVEMENTS SHOWN FOR INSTALLATION OF THE IMPROVEMENTS SHOWN INSTALLATION OF THE IMPROVEMENTS SHOWN INSTALLATION OF THE IMPROVEMENTS SHOWN OF THE IMPROVEMENTS SHOWN OF THE IMPROVEMENTS SHOWN THE IMPROVEMENTS SHOWN THE IMPROVEMENTS SHOWN IMPROVEMENTS SHOWN IMPROVEMENTS SHOWN SHOWN SHOWN SHOWN ON THESE PLANS AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE THESE PLANS AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE THESE PLANS AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE PLANS AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE PLANS AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE HE OR HIS SUCCESSOR PROPERTY OWNERS ARE HE OR HIS SUCCESSOR PROPERTY OWNERS ARE OR HIS SUCCESSOR PROPERTY OWNERS ARE OR HIS SUCCESSOR PROPERTY OWNERS ARE HIS SUCCESSOR PROPERTY OWNERS ARE HIS SUCCESSOR PROPERTY OWNERS ARE SUCCESSOR PROPERTY OWNERS ARE SUCCESSOR PROPERTY OWNERS ARE PROPERTY OWNERS ARE PROPERTY OWNERS ARE OWNERS ARE OWNERS ARE ARE ARE ARE RESPONSIBLE FOR THEIR CONTINUED MAINTENANCE. 3.DEVELOPER SHALL BE RESPONSIBLE FOR CORRECTION OF ANY ERRORS OR DEVELOPER SHALL BE RESPONSIBLE FOR CORRECTION OF ANY ERRORS OR SHALL BE RESPONSIBLE FOR CORRECTION OF ANY ERRORS OR SHALL BE RESPONSIBLE FOR CORRECTION OF ANY ERRORS OR BE RESPONSIBLE FOR CORRECTION OF ANY ERRORS OR BE RESPONSIBLE FOR CORRECTION OF ANY ERRORS OR RESPONSIBLE FOR CORRECTION OF ANY ERRORS OR RESPONSIBLE FOR CORRECTION OF ANY ERRORS OR FOR CORRECTION OF ANY ERRORS OR FOR CORRECTION OF ANY ERRORS OR CORRECTION OF ANY ERRORS OR CORRECTION OF ANY ERRORS OR OF ANY ERRORS OR OF ANY ERRORS OR ANY ERRORS OR ANY ERRORS OR ERRORS OR ERRORS OR OR OR OMISSIONS IN THESE PLANS. THE COUNTY SHALL BE AUTHORIZED TO REQUIRE IN THESE PLANS. THE COUNTY SHALL BE AUTHORIZED TO REQUIRE IN THESE PLANS. THE COUNTY SHALL BE AUTHORIZED TO REQUIRE THESE PLANS. THE COUNTY SHALL BE AUTHORIZED TO REQUIRE THESE PLANS. THE COUNTY SHALL BE AUTHORIZED TO REQUIRE PLANS. THE COUNTY SHALL BE AUTHORIZED TO REQUIRE PLANS. THE COUNTY SHALL BE AUTHORIZED TO REQUIRE THE COUNTY SHALL BE AUTHORIZED TO REQUIRE THE COUNTY SHALL BE AUTHORIZED TO REQUIRE COUNTY SHALL BE AUTHORIZED TO REQUIRE COUNTY SHALL BE AUTHORIZED TO REQUIRE SHALL BE AUTHORIZED TO REQUIRE SHALL BE AUTHORIZED TO REQUIRE BE AUTHORIZED TO REQUIRE BE AUTHORIZED TO REQUIRE AUTHORIZED TO REQUIRE AUTHORIZED TO REQUIRE TO REQUIRE TO REQUIRE REQUIRE REQUIRE DISCONTINUANCE OF ANY WORK AND SUCH CORRECTION AND MODIFICATION OF OF ANY WORK AND SUCH CORRECTION AND MODIFICATION OF OF ANY WORK AND SUCH CORRECTION AND MODIFICATION OF ANY WORK AND SUCH CORRECTION AND MODIFICATION OF ANY WORK AND SUCH CORRECTION AND MODIFICATION OF WORK AND SUCH CORRECTION AND MODIFICATION OF WORK AND SUCH CORRECTION AND MODIFICATION OF AND SUCH CORRECTION AND MODIFICATION OF AND SUCH CORRECTION AND MODIFICATION OF SUCH CORRECTION AND MODIFICATION OF SUCH CORRECTION AND MODIFICATION OF CORRECTION AND MODIFICATION OF CORRECTION AND MODIFICATION OF AND MODIFICATION OF AND MODIFICATION OF MODIFICATION OF MODIFICATION OF OF OF OF PLANS AS MAY BE NECESSARY TO COMPLY WITH COUNTY STANDARDS OR AS MAY BE NECESSARY TO COMPLY WITH COUNTY STANDARDS OR AS MAY BE NECESSARY TO COMPLY WITH COUNTY STANDARDS OR MAY BE NECESSARY TO COMPLY WITH COUNTY STANDARDS OR MAY BE NECESSARY TO COMPLY WITH COUNTY STANDARDS OR BE NECESSARY TO COMPLY WITH COUNTY STANDARDS OR BE NECESSARY TO COMPLY WITH COUNTY STANDARDS OR NECESSARY TO COMPLY WITH COUNTY STANDARDS OR NECESSARY TO COMPLY WITH COUNTY STANDARDS OR TO COMPLY WITH COUNTY STANDARDS OR TO COMPLY WITH COUNTY STANDARDS OR COMPLY WITH COUNTY STANDARDS OR COMPLY WITH COUNTY STANDARDS OR WITH COUNTY STANDARDS OR WITH COUNTY STANDARDS OR COUNTY STANDARDS OR COUNTY STANDARDS OR STANDARDS OR STANDARDS OR OR OR CONDITIONS OF DEVELOPMENT APPROVAL. 4.DEVELOPER SHALL OBTAIN ENCROACHMENT PERMITS FROM THE SANTA CLARA DEVELOPER SHALL OBTAIN ENCROACHMENT PERMITS FROM THE SANTA CLARA SHALL OBTAIN ENCROACHMENT PERMITS FROM THE SANTA CLARA SHALL OBTAIN ENCROACHMENT PERMITS FROM THE SANTA CLARA OBTAIN ENCROACHMENT PERMITS FROM THE SANTA CLARA OBTAIN ENCROACHMENT PERMITS FROM THE SANTA CLARA ENCROACHMENT PERMITS FROM THE SANTA CLARA ENCROACHMENT PERMITS FROM THE SANTA CLARA PERMITS FROM THE SANTA CLARA PERMITS FROM THE SANTA CLARA FROM THE SANTA CLARA FROM THE SANTA CLARA THE SANTA CLARA THE SANTA CLARA SANTA CLARA SANTA CLARA CLARA CLARA VALLEY WATER DISTRICT AND CALIFORNIA DEPARTMENT OF TRANSPORTATION WATER DISTRICT AND CALIFORNIA DEPARTMENT OF TRANSPORTATION WATER DISTRICT AND CALIFORNIA DEPARTMENT OF TRANSPORTATION DISTRICT AND CALIFORNIA DEPARTMENT OF TRANSPORTATION DISTRICT AND CALIFORNIA DEPARTMENT OF TRANSPORTATION AND CALIFORNIA DEPARTMENT OF TRANSPORTATION AND CALIFORNIA DEPARTMENT OF TRANSPORTATION CALIFORNIA DEPARTMENT OF TRANSPORTATION CALIFORNIA DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION OF TRANSPORTATION OF TRANSPORTATION TRANSPORTATION TRANSPORTATION WHERE NEEDED. COPIES OF THESE PERMITS SHALL BE KEPT AT THE JOB SITE NEEDED. COPIES OF THESE PERMITS SHALL BE KEPT AT THE JOB SITE NEEDED. COPIES OF THESE PERMITS SHALL BE KEPT AT THE JOB SITE COPIES OF THESE PERMITS SHALL BE KEPT AT THE JOB SITE COPIES OF THESE PERMITS SHALL BE KEPT AT THE JOB SITE OF THESE PERMITS SHALL BE KEPT AT THE JOB SITE OF THESE PERMITS SHALL BE KEPT AT THE JOB SITE THESE PERMITS SHALL BE KEPT AT THE JOB SITE THESE PERMITS SHALL BE KEPT AT THE JOB SITE PERMITS SHALL BE KEPT AT THE JOB SITE PERMITS SHALL BE KEPT AT THE JOB SITE SHALL BE KEPT AT THE JOB SITE SHALL BE KEPT AT THE JOB SITE BE KEPT AT THE JOB SITE BE KEPT AT THE JOB SITE KEPT AT THE JOB SITE KEPT AT THE JOB SITE AT THE JOB SITE AT THE JOB SITE THE JOB SITE THE JOB SITE JOB SITE JOB SITE SITE SITE FOR REVIEW BY THE COUNTY'S INSPECTOR. 5.DEVELOPER SHALL REMOVE OR TRIM ALL TREES TO PROVIDE AN UNOBSTRUCTED DEVELOPER SHALL REMOVE OR TRIM ALL TREES TO PROVIDE AN UNOBSTRUCTED SHALL REMOVE OR TRIM ALL TREES TO PROVIDE AN UNOBSTRUCTED SHALL REMOVE OR TRIM ALL TREES TO PROVIDE AN UNOBSTRUCTED REMOVE OR TRIM ALL TREES TO PROVIDE AN UNOBSTRUCTED REMOVE OR TRIM ALL TREES TO PROVIDE AN UNOBSTRUCTED OR TRIM ALL TREES TO PROVIDE AN UNOBSTRUCTED OR TRIM ALL TREES TO PROVIDE AN UNOBSTRUCTED TRIM ALL TREES TO PROVIDE AN UNOBSTRUCTED TRIM ALL TREES TO PROVIDE AN UNOBSTRUCTED ALL TREES TO PROVIDE AN UNOBSTRUCTED ALL TREES TO PROVIDE AN UNOBSTRUCTED TREES TO PROVIDE AN UNOBSTRUCTED TREES TO PROVIDE AN UNOBSTRUCTED TO PROVIDE AN UNOBSTRUCTED TO PROVIDE AN UNOBSTRUCTED PROVIDE AN UNOBSTRUCTED PROVIDE AN UNOBSTRUCTED AN UNOBSTRUCTED AN UNOBSTRUCTED UNOBSTRUCTED UNOBSTRUCTED UNOBSTRUCTED FIFTEEN (15) FOOT VERTICAL CLEARANCE FOR ROADWAY AREA. 6. THIS PLAN (15) FOOT VERTICAL CLEARANCE FOR ROADWAY AREA. 6. THIS PLAN (15) FOOT VERTICAL CLEARANCE FOR ROADWAY AREA. 6. THIS PLAN FOOT VERTICAL CLEARANCE FOR ROADWAY AREA. 6. THIS PLAN FOOT VERTICAL CLEARANCE FOR ROADWAY AREA. 6. THIS PLAN VERTICAL CLEARANCE FOR ROADWAY AREA. 6. THIS PLAN VERTICAL CLEARANCE FOR ROADWAY AREA. 6. THIS PLAN CLEARANCE FOR ROADWAY AREA. 6. THIS PLAN CLEARANCE FOR ROADWAY AREA. 6. THIS PLAN FOR ROADWAY AREA. 6. THIS PLAN FOR ROADWAY AREA. 6. THIS PLAN ROADWAY AREA. 6. THIS PLAN ROADWAY AREA. 6. THIS PLAN AREA. 6. THIS PLAN AREA. 6. THIS PLAN AREA. 6. THIS PLAN 6. THIS PLAN 6. THIS PLAN THIS PLAN THIS PLAN PLAN PLAN AUTHORIZES THE REMOVAL OF ONLY THOSE TREES WITH TRUNK DIAMETERS THE REMOVAL OF ONLY THOSE TREES WITH TRUNK DIAMETERS THE REMOVAL OF ONLY THOSE TREES WITH TRUNK DIAMETERS REMOVAL OF ONLY THOSE TREES WITH TRUNK DIAMETERS REMOVAL OF ONLY THOSE TREES WITH TRUNK DIAMETERS OF ONLY THOSE TREES WITH TRUNK DIAMETERS OF ONLY THOSE TREES WITH TRUNK DIAMETERS ONLY THOSE TREES WITH TRUNK DIAMETERS ONLY THOSE TREES WITH TRUNK DIAMETERS THOSE TREES WITH TRUNK DIAMETERS THOSE TREES WITH TRUNK DIAMETERS TREES WITH TRUNK DIAMETERS TREES WITH TRUNK DIAMETERS WITH TRUNK DIAMETERS WITH TRUNK DIAMETERS TRUNK DIAMETERS TRUNK DIAMETERS DIAMETERS DIAMETERS DIAMETERS GREATER THAN 12 INCHES MEASURED 4.5 FEET ABOVE THE GROUND THAT ARE THAN 12 INCHES MEASURED 4.5 FEET ABOVE THE GROUND THAT ARE THAN 12 INCHES MEASURED 4.5 FEET ABOVE THE GROUND THAT ARE 12 INCHES MEASURED 4.5 FEET ABOVE THE GROUND THAT ARE 12 INCHES MEASURED 4.5 FEET ABOVE THE GROUND THAT ARE INCHES MEASURED 4.5 FEET ABOVE THE GROUND THAT ARE INCHES MEASURED 4.5 FEET ABOVE THE GROUND THAT ARE MEASURED 4.5 FEET ABOVE THE GROUND THAT ARE MEASURED 4.5 FEET ABOVE THE GROUND THAT ARE 4.5 FEET ABOVE THE GROUND THAT ARE 4.5 FEET ABOVE THE GROUND THAT ARE FEET ABOVE THE GROUND THAT ARE FEET ABOVE THE GROUND THAT ARE ABOVE THE GROUND THAT ARE ABOVE THE GROUND THAT ARE THE GROUND THAT ARE THE GROUND THAT ARE GROUND THAT ARE GROUND THAT ARE GROUND THAT ARE THAT ARE THAT ARE ARE ARE SHOWN TO BE REMOVED UNLESS AN AMENDED PLAN IS APPROVED OR A TO BE REMOVED UNLESS AN AMENDED PLAN IS APPROVED OR A TO BE REMOVED UNLESS AN AMENDED PLAN IS APPROVED OR A BE REMOVED UNLESS AN AMENDED PLAN IS APPROVED OR A BE REMOVED UNLESS AN AMENDED PLAN IS APPROVED OR A REMOVED UNLESS AN AMENDED PLAN IS APPROVED OR A REMOVED UNLESS AN AMENDED PLAN IS APPROVED OR A UNLESS AN AMENDED PLAN IS APPROVED OR A UNLESS AN AMENDED PLAN IS APPROVED OR A AN AMENDED PLAN IS APPROVED OR A AN AMENDED PLAN IS APPROVED OR A AMENDED PLAN IS APPROVED OR A AMENDED PLAN IS APPROVED OR A PLAN IS APPROVED OR A PLAN IS APPROVED OR A IS APPROVED OR A IS APPROVED OR A APPROVED OR A APPROVED OR A APPROVED OR A OR A OR A A A SEPARATE TREE REMOVAL PERMIT IS OBTAINED FROM THE PLANNING OFFICE. IT TREE REMOVAL PERMIT IS OBTAINED FROM THE PLANNING OFFICE. IT TREE REMOVAL PERMIT IS OBTAINED FROM THE PLANNING OFFICE. IT REMOVAL PERMIT IS OBTAINED FROM THE PLANNING OFFICE. IT REMOVAL PERMIT IS OBTAINED FROM THE PLANNING OFFICE. IT PERMIT IS OBTAINED FROM THE PLANNING OFFICE. IT PERMIT IS OBTAINED FROM THE PLANNING OFFICE. IT IS OBTAINED FROM THE PLANNING OFFICE. IT IS OBTAINED FROM THE PLANNING OFFICE. IT OBTAINED FROM THE PLANNING OFFICE. IT OBTAINED FROM THE PLANNING OFFICE. IT FROM THE PLANNING OFFICE. IT FROM THE PLANNING OFFICE. IT THE PLANNING OFFICE. IT THE PLANNING OFFICE. IT PLANNING OFFICE. IT PLANNING OFFICE. IT PLANNING OFFICE. IT OFFICE. IT OFFICE. IT IT IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT REMOVAL OF THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT REMOVAL OF THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT REMOVAL OF CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT REMOVAL OF CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT REMOVAL OF RESPONSIBILITY TO ENSURE THAT REMOVAL OF RESPONSIBILITY TO ENSURE THAT REMOVAL OF TO ENSURE THAT REMOVAL OF TO ENSURE THAT REMOVAL OF ENSURE THAT REMOVAL OF ENSURE THAT REMOVAL OF THAT REMOVAL OF THAT REMOVAL OF REMOVAL OF REMOVAL OF REMOVAL OF OF OF ADDITIONAL TREES HAS BEEN PERMITTED. 7. DEVELOPER SHALL PROVIDE TREES HAS BEEN PERMITTED. 7. DEVELOPER SHALL PROVIDE TREES HAS BEEN PERMITTED. 7. DEVELOPER SHALL PROVIDE HAS BEEN PERMITTED. 7. DEVELOPER SHALL PROVIDE HAS BEEN PERMITTED. 7. DEVELOPER SHALL PROVIDE BEEN PERMITTED. 7. DEVELOPER SHALL PROVIDE BEEN PERMITTED. 7. DEVELOPER SHALL PROVIDE PERMITTED. 7. DEVELOPER SHALL PROVIDE PERMITTED. 7. DEVELOPER SHALL PROVIDE 7. DEVELOPER SHALL PROVIDE 7. DEVELOPER SHALL PROVIDE DEVELOPER SHALL PROVIDE DEVELOPER SHALL PROVIDE SHALL PROVIDE SHALL PROVIDE PROVIDE PROVIDE ADEQUATE DUST CONTROL AS REQUIRED BY THE COUNTY INSPECTOR. 8. ALL DUST CONTROL AS REQUIRED BY THE COUNTY INSPECTOR. 8. ALL DUST CONTROL AS REQUIRED BY THE COUNTY INSPECTOR. 8. ALL CONTROL AS REQUIRED BY THE COUNTY INSPECTOR. 8. ALL CONTROL AS REQUIRED BY THE COUNTY INSPECTOR. 8. ALL AS REQUIRED BY THE COUNTY INSPECTOR. 8. ALL AS REQUIRED BY THE COUNTY INSPECTOR. 8. ALL REQUIRED BY THE COUNTY INSPECTOR. 8. ALL REQUIRED BY THE COUNTY INSPECTOR. 8. ALL BY THE COUNTY INSPECTOR. 8. ALL BY THE COUNTY INSPECTOR. 8. ALL THE COUNTY INSPECTOR. 8. ALL THE COUNTY INSPECTOR. 8. ALL COUNTY INSPECTOR. 8. ALL COUNTY INSPECTOR. 8. ALL COUNTY INSPECTOR. 8. ALL INSPECTOR. 8. ALL INSPECTOR. 8. ALL 8. ALL 8. ALL ALL ALL PERSONS MUST COMPLY WITH SECTION 4442 OF THE PUBLIC RESOURCES CODE MUST COMPLY WITH SECTION 4442 OF THE PUBLIC RESOURCES CODE MUST COMPLY WITH SECTION 4442 OF THE PUBLIC RESOURCES CODE COMPLY WITH SECTION 4442 OF THE PUBLIC RESOURCES CODE COMPLY WITH SECTION 4442 OF THE PUBLIC RESOURCES CODE WITH SECTION 4442 OF THE PUBLIC RESOURCES CODE WITH SECTION 4442 OF THE PUBLIC RESOURCES CODE SECTION 4442 OF THE PUBLIC RESOURCES CODE SECTION 4442 OF THE PUBLIC RESOURCES CODE 4442 OF THE PUBLIC RESOURCES CODE 4442 OF THE PUBLIC RESOURCES CODE OF THE PUBLIC RESOURCES CODE OF THE PUBLIC RESOURCES CODE THE PUBLIC RESOURCES CODE THE PUBLIC RESOURCES CODE PUBLIC RESOURCES CODE PUBLIC RESOURCES CODE RESOURCES CODE RESOURCES CODE CODE CODE CODE AND SECTION 13005 OF THE HEALTH AND SAFETY CODE RELATING TO THE USE SECTION 13005 OF THE HEALTH AND SAFETY CODE RELATING TO THE USE SECTION 13005 OF THE HEALTH AND SAFETY CODE RELATING TO THE USE 13005 OF THE HEALTH AND SAFETY CODE RELATING TO THE USE 13005 OF THE HEALTH AND SAFETY CODE RELATING TO THE USE OF THE HEALTH AND SAFETY CODE RELATING TO THE USE OF THE HEALTH AND SAFETY CODE RELATING TO THE USE THE HEALTH AND SAFETY CODE RELATING TO THE USE THE HEALTH AND SAFETY CODE RELATING TO THE USE HEALTH AND SAFETY CODE RELATING TO THE USE HEALTH AND SAFETY CODE RELATING TO THE USE AND SAFETY CODE RELATING TO THE USE AND SAFETY CODE RELATING TO THE USE SAFETY CODE RELATING TO THE USE SAFETY CODE RELATING TO THE USE CODE RELATING TO THE USE CODE RELATING TO THE USE RELATING TO THE USE RELATING TO THE USE TO THE USE TO THE USE THE USE THE USE THE USE USE USE OF SPARK ARRESTERS. 9.UPON DISCOVERING OR UNEARTHING ANY BURIAL SITE AS EVIDENCED BY HUMAN UPON DISCOVERING OR UNEARTHING ANY BURIAL SITE AS EVIDENCED BY HUMAN DISCOVERING OR UNEARTHING ANY BURIAL SITE AS EVIDENCED BY HUMAN DISCOVERING OR UNEARTHING ANY BURIAL SITE AS EVIDENCED BY HUMAN OR UNEARTHING ANY BURIAL SITE AS EVIDENCED BY HUMAN OR UNEARTHING ANY BURIAL SITE AS EVIDENCED BY HUMAN UNEARTHING ANY BURIAL SITE AS EVIDENCED BY HUMAN UNEARTHING ANY BURIAL SITE AS EVIDENCED BY HUMAN ANY BURIAL SITE AS EVIDENCED BY HUMAN ANY BURIAL SITE AS EVIDENCED BY HUMAN BURIAL SITE AS EVIDENCED BY HUMAN BURIAL SITE AS EVIDENCED BY HUMAN SITE AS EVIDENCED BY HUMAN SITE AS EVIDENCED BY HUMAN AS EVIDENCED BY HUMAN AS EVIDENCED BY HUMAN EVIDENCED BY HUMAN EVIDENCED BY HUMAN BY HUMAN BY HUMAN HUMAN HUMAN HUMAN SKELETAL REMAINS OR ARTIFACTS, THE PERSON MAKING SUCH DISCOVERY REMAINS OR ARTIFACTS, THE PERSON MAKING SUCH DISCOVERY REMAINS OR ARTIFACTS, THE PERSON MAKING SUCH DISCOVERY OR ARTIFACTS, THE PERSON MAKING SUCH DISCOVERY OR ARTIFACTS, THE PERSON MAKING SUCH DISCOVERY ARTIFACTS, THE PERSON MAKING SUCH DISCOVERY ARTIFACTS, THE PERSON MAKING SUCH DISCOVERY THE PERSON MAKING SUCH DISCOVERY THE PERSON MAKING SUCH DISCOVERY PERSON MAKING SUCH DISCOVERY PERSON MAKING SUCH DISCOVERY MAKING SUCH DISCOVERY MAKING SUCH DISCOVERY SUCH DISCOVERY SUCH DISCOVERY DISCOVERY DISCOVERY DISCOVERY SHALL IMMEDIATELY NOTIFY THE COUNTY CORONER AT (408) 454-2520 AND IMMEDIATELY NOTIFY THE COUNTY CORONER AT (408) 454-2520 AND IMMEDIATELY NOTIFY THE COUNTY CORONER AT (408) 454-2520 AND NOTIFY THE COUNTY CORONER AT (408) 454-2520 AND NOTIFY THE COUNTY CORONER AT (408) 454-2520 AND THE COUNTY CORONER AT (408) 454-2520 AND THE COUNTY CORONER AT (408) 454-2520 AND COUNTY CORONER AT (408) 454-2520 AND COUNTY CORONER AT (408) 454-2520 AND CORONER AT (408) 454-2520 AND CORONER AT (408) 454-2520 AND AT (408) 454-2520 AND AT (408) 454-2520 AND (408) 454-2520 AND (408) 454-2520 AND 454-2520 AND 454-2520 AND 454-2520 AND AND AND LAND DEVELOPMENT ENGINEERING OFFICE AT (408) 299-5730. NO FURTHER DEVELOPMENT ENGINEERING OFFICE AT (408) 299-5730. NO FURTHER DEVELOPMENT ENGINEERING OFFICE AT (408) 299-5730. NO FURTHER ENGINEERING OFFICE AT (408) 299-5730. NO FURTHER ENGINEERING OFFICE AT (408) 299-5730. NO FURTHER OFFICE AT (408) 299-5730. NO FURTHER OFFICE AT (408) 299-5730. NO FURTHER AT (408) 299-5730. NO FURTHER AT (408) 299-5730. NO FURTHER (408) 299-5730. NO FURTHER (408) 299-5730. NO FURTHER 299-5730. NO FURTHER 299-5730. NO FURTHER 299-5730. NO FURTHER NO FURTHER NO FURTHER FURTHER FURTHER DISTURBANCE OF THE SITE MAY BE MADE EXCEPT AS AUTHORIZED BY THE OF THE SITE MAY BE MADE EXCEPT AS AUTHORIZED BY THE OF THE SITE MAY BE MADE EXCEPT AS AUTHORIZED BY THE THE SITE MAY BE MADE EXCEPT AS AUTHORIZED BY THE THE SITE MAY BE MADE EXCEPT AS AUTHORIZED BY THE SITE MAY BE MADE EXCEPT AS AUTHORIZED BY THE SITE MAY BE MADE EXCEPT AS AUTHORIZED BY THE MAY BE MADE EXCEPT AS AUTHORIZED BY THE MAY BE MADE EXCEPT AS AUTHORIZED BY THE BE MADE EXCEPT AS AUTHORIZED BY THE BE MADE EXCEPT AS AUTHORIZED BY THE MADE EXCEPT AS AUTHORIZED BY THE MADE EXCEPT AS AUTHORIZED BY THE EXCEPT AS AUTHORIZED BY THE EXCEPT AS AUTHORIZED BY THE AS AUTHORIZED BY THE AS AUTHORIZED BY THE AS AUTHORIZED BY THE AUTHORIZED BY THE AUTHORIZED BY THE BY THE BY THE THE THE LAND DEVELOPMENT OFFICE IN ACCORD WITH PROVISIONS OF THIS ORDINANCE DEVELOPMENT OFFICE IN ACCORD WITH PROVISIONS OF THIS ORDINANCE DEVELOPMENT OFFICE IN ACCORD WITH PROVISIONS OF THIS ORDINANCE OFFICE IN ACCORD WITH PROVISIONS OF THIS ORDINANCE OFFICE IN ACCORD WITH PROVISIONS OF THIS ORDINANCE IN ACCORD WITH PROVISIONS OF THIS ORDINANCE IN ACCORD WITH PROVISIONS OF THIS ORDINANCE ACCORD WITH PROVISIONS OF THIS ORDINANCE ACCORD WITH PROVISIONS OF THIS ORDINANCE WITH PROVISIONS OF THIS ORDINANCE WITH PROVISIONS OF THIS ORDINANCE PROVISIONS OF THIS ORDINANCE PROVISIONS OF THIS ORDINANCE PROVISIONS OF THIS ORDINANCE OF THIS ORDINANCE OF THIS ORDINANCE THIS ORDINANCE THIS ORDINANCE ORDINANCE ORDINANCE (COUNTY ORDINANCE CODE SECTION B6-18). 10.THESE PLANS ARE FOR THE WORK DESCRIBED IN THE SCOPE OF WORK ONLY. THESE PLANS ARE FOR THE WORK DESCRIBED IN THE SCOPE OF WORK ONLY. PLANS ARE FOR THE WORK DESCRIBED IN THE SCOPE OF WORK ONLY. PLANS ARE FOR THE WORK DESCRIBED IN THE SCOPE OF WORK ONLY. ARE FOR THE WORK DESCRIBED IN THE SCOPE OF WORK ONLY. ARE FOR THE WORK DESCRIBED IN THE SCOPE OF WORK ONLY. FOR THE WORK DESCRIBED IN THE SCOPE OF WORK ONLY. FOR THE WORK DESCRIBED IN THE SCOPE OF WORK ONLY. THE WORK DESCRIBED IN THE SCOPE OF WORK ONLY. THE WORK DESCRIBED IN THE SCOPE OF WORK ONLY. WORK DESCRIBED IN THE SCOPE OF WORK ONLY. WORK DESCRIBED IN THE SCOPE OF WORK ONLY. DESCRIBED IN THE SCOPE OF WORK ONLY. DESCRIBED IN THE SCOPE OF WORK ONLY. IN THE SCOPE OF WORK ONLY. IN THE SCOPE OF WORK ONLY. THE SCOPE OF WORK ONLY. THE SCOPE OF WORK ONLY. SCOPE OF WORK ONLY. SCOPE OF WORK ONLY. OF WORK ONLY. OF WORK ONLY. WORK ONLY. WORK ONLY. ONLY. ONLY. A SEPARATE PERMIT WILL BE REQUIRED FOR THE SEPTIC LINE CONSTRUCTION. 11.ANY DEVIATION FROM THESE APPROVED PLANS SHALL BE RE-APPROVED IN ANY DEVIATION FROM THESE APPROVED PLANS SHALL BE RE-APPROVED IN DEVIATION FROM THESE APPROVED PLANS SHALL BE RE-APPROVED IN DEVIATION FROM THESE APPROVED PLANS SHALL BE RE-APPROVED IN FROM THESE APPROVED PLANS SHALL BE RE-APPROVED IN FROM THESE APPROVED PLANS SHALL BE RE-APPROVED IN THESE APPROVED PLANS SHALL BE RE-APPROVED IN THESE APPROVED PLANS SHALL BE RE-APPROVED IN APPROVED PLANS SHALL BE RE-APPROVED IN APPROVED PLANS SHALL BE RE-APPROVED IN PLANS SHALL BE RE-APPROVED IN PLANS SHALL BE RE-APPROVED IN SHALL BE RE-APPROVED IN SHALL BE RE-APPROVED IN BE RE-APPROVED IN BE RE-APPROVED IN RE-APPROVED IN RE-APPROVED IN IN IN WRITING BY THE COUNTY ENGINEER PRIOR TO CONSTRUCTION.

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COUNTY ENGINEER'S NOTE ISSUANCE OF A PERMIT AUTHORIZING CONSTRUCTION DOES NOT RELEASE THE DEVELOPER, OF A PERMIT AUTHORIZING CONSTRUCTION DOES NOT RELEASE THE DEVELOPER, OF A PERMIT AUTHORIZING CONSTRUCTION DOES NOT RELEASE THE DEVELOPER, A PERMIT AUTHORIZING CONSTRUCTION DOES NOT RELEASE THE DEVELOPER, A PERMIT AUTHORIZING CONSTRUCTION DOES NOT RELEASE THE DEVELOPER, PERMIT AUTHORIZING CONSTRUCTION DOES NOT RELEASE THE DEVELOPER, PERMIT AUTHORIZING CONSTRUCTION DOES NOT RELEASE THE DEVELOPER, AUTHORIZING CONSTRUCTION DOES NOT RELEASE THE DEVELOPER, AUTHORIZING CONSTRUCTION DOES NOT RELEASE THE DEVELOPER, CONSTRUCTION DOES NOT RELEASE THE DEVELOPER, CONSTRUCTION DOES NOT RELEASE THE DEVELOPER, DOES NOT RELEASE THE DEVELOPER, DOES NOT RELEASE THE DEVELOPER, NOT RELEASE THE DEVELOPER, NOT RELEASE THE DEVELOPER, RELEASE THE DEVELOPER, RELEASE THE DEVELOPER, THE DEVELOPER, THE DEVELOPER, DEVELOPER, DEVELOPER, PERMITTEE, OR ENGINEER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS OR ENGINEER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS OR ENGINEER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS ENGINEER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS ENGINEER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS FOR THE CORRECTION OF ERRORS OR OMISSIONS FOR THE CORRECTION OF ERRORS OR OMISSIONS THE CORRECTION OF ERRORS OR OMISSIONS THE CORRECTION OF ERRORS OR OMISSIONS CORRECTION OF ERRORS OR OMISSIONS CORRECTION OF ERRORS OR OMISSIONS OF ERRORS OR OMISSIONS OF ERRORS OR OMISSIONS ERRORS OR OMISSIONS ERRORS OR OMISSIONS OR OMISSIONS OR OMISSIONS OMISSIONS OMISSIONS CONTAINED IN THE PLANS. IF, DURING THE COURSE OF CONSTRUCTION, THE PUBLIC INTEREST IN THE PLANS. IF, DURING THE COURSE OF CONSTRUCTION, THE PUBLIC INTEREST IN THE PLANS. IF, DURING THE COURSE OF CONSTRUCTION, THE PUBLIC INTEREST THE PLANS. IF, DURING THE COURSE OF CONSTRUCTION, THE PUBLIC INTEREST THE PLANS. IF, DURING THE COURSE OF CONSTRUCTION, THE PUBLIC INTEREST PLANS. IF, DURING THE COURSE OF CONSTRUCTION, THE PUBLIC INTEREST PLANS. IF, DURING THE COURSE OF CONSTRUCTION, THE PUBLIC INTEREST IF, DURING THE COURSE OF CONSTRUCTION, THE PUBLIC INTEREST IF, DURING THE COURSE OF CONSTRUCTION, THE PUBLIC INTEREST DURING THE COURSE OF CONSTRUCTION, THE PUBLIC INTEREST DURING THE COURSE OF CONSTRUCTION, THE PUBLIC INTEREST THE COURSE OF CONSTRUCTION, THE PUBLIC INTEREST THE COURSE OF CONSTRUCTION, THE PUBLIC INTEREST COURSE OF CONSTRUCTION, THE PUBLIC INTEREST COURSE OF CONSTRUCTION, THE PUBLIC INTEREST OF CONSTRUCTION, THE PUBLIC INTEREST OF CONSTRUCTION, THE PUBLIC INTEREST CONSTRUCTION, THE PUBLIC INTEREST CONSTRUCTION, THE PUBLIC INTEREST THE PUBLIC INTEREST THE PUBLIC INTEREST PUBLIC INTEREST PUBLIC INTEREST INTEREST INTEREST REQUIRES A MODIFICATION OF (OR A DEPARTURE FROM) THE SPECIFICATIONS OR THE PLANS, THE A MODIFICATION OF (OR A DEPARTURE FROM) THE SPECIFICATIONS OR THE PLANS, THE A MODIFICATION OF (OR A DEPARTURE FROM) THE SPECIFICATIONS OR THE PLANS, THE MODIFICATION OF (OR A DEPARTURE FROM) THE SPECIFICATIONS OR THE PLANS, THE MODIFICATION OF (OR A DEPARTURE FROM) THE SPECIFICATIONS OR THE PLANS, THE OF (OR A DEPARTURE FROM) THE SPECIFICATIONS OR THE PLANS, THE OF (OR A DEPARTURE FROM) THE SPECIFICATIONS OR THE PLANS, THE (OR A DEPARTURE FROM) THE SPECIFICATIONS OR THE PLANS, THE (OR A DEPARTURE FROM) THE SPECIFICATIONS OR THE PLANS, THE A DEPARTURE FROM) THE SPECIFICATIONS OR THE PLANS, THE A DEPARTURE FROM) THE SPECIFICATIONS OR THE PLANS, THE DEPARTURE FROM) THE SPECIFICATIONS OR THE PLANS, THE DEPARTURE FROM) THE SPECIFICATIONS OR THE PLANS, THE FROM) THE SPECIFICATIONS OR THE PLANS, THE FROM) THE SPECIFICATIONS OR THE PLANS, THE THE SPECIFICATIONS OR THE PLANS, THE THE SPECIFICATIONS OR THE PLANS, THE SPECIFICATIONS OR THE PLANS, THE SPECIFICATIONS OR THE PLANS, THE OR THE PLANS, THE OR THE PLANS, THE THE PLANS, THE THE PLANS, THE PLANS, THE PLANS, THE THE THE COUNTY SHALL HAVE THE AUTHORITY TO REQUIRE THE SUSPENSION OF WORK AND THE NECESSARY SHALL HAVE THE AUTHORITY TO REQUIRE THE SUSPENSION OF WORK AND THE NECESSARY SHALL HAVE THE AUTHORITY TO REQUIRE THE SUSPENSION OF WORK AND THE NECESSARY HAVE THE AUTHORITY TO REQUIRE THE SUSPENSION OF WORK AND THE NECESSARY HAVE THE AUTHORITY TO REQUIRE THE SUSPENSION OF WORK AND THE NECESSARY THE AUTHORITY TO REQUIRE THE SUSPENSION OF WORK AND THE NECESSARY THE AUTHORITY TO REQUIRE THE SUSPENSION OF WORK AND THE NECESSARY AUTHORITY TO REQUIRE THE SUSPENSION OF WORK AND THE NECESSARY AUTHORITY TO REQUIRE THE SUSPENSION OF WORK AND THE NECESSARY TO REQUIRE THE SUSPENSION OF WORK AND THE NECESSARY TO REQUIRE THE SUSPENSION OF WORK AND THE NECESSARY REQUIRE THE SUSPENSION OF WORK AND THE NECESSARY REQUIRE THE SUSPENSION OF WORK AND THE NECESSARY THE SUSPENSION OF WORK AND THE NECESSARY THE SUSPENSION OF WORK AND THE NECESSARY SUSPENSION OF WORK AND THE NECESSARY SUSPENSION OF WORK AND THE NECESSARY OF WORK AND THE NECESSARY OF WORK AND THE NECESSARY WORK AND THE NECESSARY WORK AND THE NECESSARY AND THE NECESSARY AND THE NECESSARY THE NECESSARY THE NECESSARY NECESSARY NECESSARY MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE MADE.

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COUNTY LOCATION MAP

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NTS

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CUT (C.Y.)

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FILL (C.Y.)

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VERT. DEPTH

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LOCATION

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RESIDENCE

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ACCESSORY STRUCTURE

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RETENTION POND

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LANDSCAPE

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DRIVEWAY

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OFF SITE IMPROVEMENTS

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TOTAL

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RETAINING WALLS 1.REINFORCED CONCRETE AND CONCRETE MASONRY UNIT RETAINING WALLS SHALL REINFORCED CONCRETE AND CONCRETE MASONRY UNIT RETAINING WALLS SHALL CONCRETE AND CONCRETE MASONRY UNIT RETAINING WALLS SHALL CONCRETE AND CONCRETE MASONRY UNIT RETAINING WALLS SHALL AND CONCRETE MASONRY UNIT RETAINING WALLS SHALL AND CONCRETE MASONRY UNIT RETAINING WALLS SHALL CONCRETE MASONRY UNIT RETAINING WALLS SHALL CONCRETE MASONRY UNIT RETAINING WALLS SHALL MASONRY UNIT RETAINING WALLS SHALL MASONRY UNIT RETAINING WALLS SHALL UNIT RETAINING WALLS SHALL UNIT RETAINING WALLS SHALL RETAINING WALLS SHALL RETAINING WALLS SHALL WALLS SHALL WALLS SHALL SHALL SHALL HAVE FOUNDATION AND REINFORCEMENT INSPECTED BY THE COUNTY FOUNDATION AND REINFORCEMENT INSPECTED BY THE COUNTY FOUNDATION AND REINFORCEMENT INSPECTED BY THE COUNTY AND REINFORCEMENT INSPECTED BY THE COUNTY AND REINFORCEMENT INSPECTED BY THE COUNTY REINFORCEMENT INSPECTED BY THE COUNTY REINFORCEMENT INSPECTED BY THE COUNTY INSPECTED BY THE COUNTY INSPECTED BY THE COUNTY BY THE COUNTY BY THE COUNTY THE COUNTY THE COUNTY COUNTY COUNTY ENGINEERING INSPECTOR AND ENGINEER OF RECORD PRIOR TO POURING THE INSPECTOR AND ENGINEER OF RECORD PRIOR TO POURING THE INSPECTOR AND ENGINEER OF RECORD PRIOR TO POURING THE AND ENGINEER OF RECORD PRIOR TO POURING THE AND ENGINEER OF RECORD PRIOR TO POURING THE ENGINEER OF RECORD PRIOR TO POURING THE ENGINEER OF RECORD PRIOR TO POURING THE OF RECORD PRIOR TO POURING THE OF RECORD PRIOR TO POURING THE RECORD PRIOR TO POURING THE RECORD PRIOR TO POURING THE PRIOR TO POURING THE PRIOR TO POURING THE TO POURING THE TO POURING THE POURING THE POURING THE THE THE FOUNDATION AND FORMING THE WALL. 2.SEGMENTAL BLOCK RETAINING WALLS SHALL HAVE FOUNDATION AND SEGMENTAL BLOCK RETAINING WALLS SHALL HAVE FOUNDATION AND BLOCK RETAINING WALLS SHALL HAVE FOUNDATION AND BLOCK RETAINING WALLS SHALL HAVE FOUNDATION AND RETAINING WALLS SHALL HAVE FOUNDATION AND RETAINING WALLS SHALL HAVE FOUNDATION AND WALLS SHALL HAVE FOUNDATION AND WALLS SHALL HAVE FOUNDATION AND SHALL HAVE FOUNDATION AND SHALL HAVE FOUNDATION AND HAVE FOUNDATION AND HAVE FOUNDATION AND FOUNDATION AND FOUNDATION AND AND AND REINFORCEMENT INSPECTED BY THE COUNTY ENGINEERING INSPECTOR.

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GRADING 1. EXCAVATED MATERIAL SHALL BE PLACED IN THE FILL AREAS DESIGNATED OR EXCAVATED MATERIAL SHALL BE PLACED IN THE FILL AREAS DESIGNATED OR EXCAVATED MATERIAL SHALL BE PLACED IN THE FILL AREAS DESIGNATED OR EXCAVATED MATERIAL SHALL BE PLACED IN THE FILL AREAS DESIGNATED OR MATERIAL SHALL BE PLACED IN THE FILL AREAS DESIGNATED OR MATERIAL SHALL BE PLACED IN THE FILL AREAS DESIGNATED OR SHALL BE PLACED IN THE FILL AREAS DESIGNATED OR SHALL BE PLACED IN THE FILL AREAS DESIGNATED OR BE PLACED IN THE FILL AREAS DESIGNATED OR BE PLACED IN THE FILL AREAS DESIGNATED OR PLACED IN THE FILL AREAS DESIGNATED OR PLACED IN THE FILL AREAS DESIGNATED OR IN THE FILL AREAS DESIGNATED OR IN THE FILL AREAS DESIGNATED OR THE FILL AREAS DESIGNATED OR THE FILL AREAS DESIGNATED OR FILL AREAS DESIGNATED OR FILL AREAS DESIGNATED OR AREAS DESIGNATED OR AREAS DESIGNATED OR DESIGNATED OR DESIGNATED OR OR OR SHALL BE HAULED AWAY FROM THE SITE TO A COUNTY APPROVED DISPOSAL BE HAULED AWAY FROM THE SITE TO A COUNTY APPROVED DISPOSAL BE HAULED AWAY FROM THE SITE TO A COUNTY APPROVED DISPOSAL HAULED AWAY FROM THE SITE TO A COUNTY APPROVED DISPOSAL HAULED AWAY FROM THE SITE TO A COUNTY APPROVED DISPOSAL AWAY FROM THE SITE TO A COUNTY APPROVED DISPOSAL AWAY FROM THE SITE TO A COUNTY APPROVED DISPOSAL FROM THE SITE TO A COUNTY APPROVED DISPOSAL FROM THE SITE TO A COUNTY APPROVED DISPOSAL THE SITE TO A COUNTY APPROVED DISPOSAL THE SITE TO A COUNTY APPROVED DISPOSAL SITE TO A COUNTY APPROVED DISPOSAL SITE TO A COUNTY APPROVED DISPOSAL TO A COUNTY APPROVED DISPOSAL TO A COUNTY APPROVED DISPOSAL A COUNTY APPROVED DISPOSAL A COUNTY APPROVED DISPOSAL COUNTY APPROVED DISPOSAL COUNTY APPROVED DISPOSAL APPROVED DISPOSAL APPROVED DISPOSAL DISPOSAL DISPOSAL SITE. WHERE FILL MATERIAL IS TO BE PLACED ON NATURAL GROUND, IS SHALL WHERE FILL MATERIAL IS TO BE PLACED ON NATURAL GROUND, IS SHALL WHERE FILL MATERIAL IS TO BE PLACED ON NATURAL GROUND, IS SHALL FILL MATERIAL IS TO BE PLACED ON NATURAL GROUND, IS SHALL FILL MATERIAL IS TO BE PLACED ON NATURAL GROUND, IS SHALL MATERIAL IS TO BE PLACED ON NATURAL GROUND, IS SHALL MATERIAL IS TO BE PLACED ON NATURAL GROUND, IS SHALL IS TO BE PLACED ON NATURAL GROUND, IS SHALL IS TO BE PLACED ON NATURAL GROUND, IS SHALL TO BE PLACED ON NATURAL GROUND, IS SHALL TO BE PLACED ON NATURAL GROUND, IS SHALL BE PLACED ON NATURAL GROUND, IS SHALL BE PLACED ON NATURAL GROUND, IS SHALL PLACED ON NATURAL GROUND, IS SHALL PLACED ON NATURAL GROUND, IS SHALL ON NATURAL GROUND, IS SHALL ON NATURAL GROUND, IS SHALL NATURAL GROUND, IS SHALL NATURAL GROUND, IS SHALL GROUND, IS SHALL GROUND, IS SHALL IS SHALL IS SHALL SHALL SHALL BE STRIPPED OF ALL VEGETATION. TO ACHIEVE A PROPER BOND WITH THE FILL STRIPPED OF ALL VEGETATION. TO ACHIEVE A PROPER BOND WITH THE FILL STRIPPED OF ALL VEGETATION. TO ACHIEVE A PROPER BOND WITH THE FILL OF ALL VEGETATION. TO ACHIEVE A PROPER BOND WITH THE FILL OF ALL VEGETATION. TO ACHIEVE A PROPER BOND WITH THE FILL ALL VEGETATION. TO ACHIEVE A PROPER BOND WITH THE FILL ALL VEGETATION. TO ACHIEVE A PROPER BOND WITH THE FILL VEGETATION. TO ACHIEVE A PROPER BOND WITH THE FILL VEGETATION. TO ACHIEVE A PROPER BOND WITH THE FILL TO ACHIEVE A PROPER BOND WITH THE FILL TO ACHIEVE A PROPER BOND WITH THE FILL ACHIEVE A PROPER BOND WITH THE FILL ACHIEVE A PROPER BOND WITH THE FILL A PROPER BOND WITH THE FILL A PROPER BOND WITH THE FILL PROPER BOND WITH THE FILL PROPER BOND WITH THE FILL BOND WITH THE FILL BOND WITH THE FILL WITH THE FILL WITH THE FILL THE FILL THE FILL FILL FILL MATERIAL, THE SURFACE OF THE GROUND SHALL BE SCARIFIED TO DEPTH OF 6" THE SURFACE OF THE GROUND SHALL BE SCARIFIED TO DEPTH OF 6" THE SURFACE OF THE GROUND SHALL BE SCARIFIED TO DEPTH OF 6" SURFACE OF THE GROUND SHALL BE SCARIFIED TO DEPTH OF 6" SURFACE OF THE GROUND SHALL BE SCARIFIED TO DEPTH OF 6" OF THE GROUND SHALL BE SCARIFIED TO DEPTH OF 6" OF THE GROUND SHALL BE SCARIFIED TO DEPTH OF 6" THE GROUND SHALL BE SCARIFIED TO DEPTH OF 6" THE GROUND SHALL BE SCARIFIED TO DEPTH OF 6" GROUND SHALL BE SCARIFIED TO DEPTH OF 6" GROUND SHALL BE SCARIFIED TO DEPTH OF 6" SHALL BE SCARIFIED TO DEPTH OF 6" SHALL BE SCARIFIED TO DEPTH OF 6" BE SCARIFIED TO DEPTH OF 6" BE SCARIFIED TO DEPTH OF 6" SCARIFIED TO DEPTH OF 6" SCARIFIED TO DEPTH OF 6" TO DEPTH OF 6" TO DEPTH OF 6" DEPTH OF 6" DEPTH OF 6" OF 6" OF 6" 6" 6" BEFORE FILL IS PLACED. WHERE NATURAL GROUND IS STEEPER THAN 5:1, IT FILL IS PLACED. WHERE NATURAL GROUND IS STEEPER THAN 5:1, IT FILL IS PLACED. WHERE NATURAL GROUND IS STEEPER THAN 5:1, IT IS PLACED. WHERE NATURAL GROUND IS STEEPER THAN 5:1, IT IS PLACED. WHERE NATURAL GROUND IS STEEPER THAN 5:1, IT PLACED. WHERE NATURAL GROUND IS STEEPER THAN 5:1, IT PLACED. WHERE NATURAL GROUND IS STEEPER THAN 5:1, IT WHERE NATURAL GROUND IS STEEPER THAN 5:1, IT WHERE NATURAL GROUND IS STEEPER THAN 5:1, IT NATURAL GROUND IS STEEPER THAN 5:1, IT NATURAL GROUND IS STEEPER THAN 5:1, IT GROUND IS STEEPER THAN 5:1, IT GROUND IS STEEPER THAN 5:1, IT IS STEEPER THAN 5:1, IT IS STEEPER THAN 5:1, IT STEEPER THAN 5:1, IT STEEPER THAN 5:1, IT THAN 5:1, IT THAN 5:1, IT 5:1, IT 5:1, IT IT IT SHALL BE BENCHED AND THE FILL KEYED IN TO ACHIEVE STABILITY. WHERE NEW BE BENCHED AND THE FILL KEYED IN TO ACHIEVE STABILITY. WHERE NEW BE BENCHED AND THE FILL KEYED IN TO ACHIEVE STABILITY. WHERE NEW BENCHED AND THE FILL KEYED IN TO ACHIEVE STABILITY. WHERE NEW BENCHED AND THE FILL KEYED IN TO ACHIEVE STABILITY. WHERE NEW AND THE FILL KEYED IN TO ACHIEVE STABILITY. WHERE NEW AND THE FILL KEYED IN TO ACHIEVE STABILITY. WHERE NEW THE FILL KEYED IN TO ACHIEVE STABILITY. WHERE NEW THE FILL KEYED IN TO ACHIEVE STABILITY. WHERE NEW FILL KEYED IN TO ACHIEVE STABILITY. WHERE NEW FILL KEYED IN TO ACHIEVE STABILITY. WHERE NEW KEYED IN TO ACHIEVE STABILITY. WHERE NEW KEYED IN TO ACHIEVE STABILITY. WHERE NEW IN TO ACHIEVE STABILITY. WHERE NEW IN TO ACHIEVE STABILITY. WHERE NEW TO ACHIEVE STABILITY. WHERE NEW TO ACHIEVE STABILITY. WHERE NEW ACHIEVE STABILITY. WHERE NEW ACHIEVE STABILITY. WHERE NEW STABILITY. WHERE NEW STABILITY. WHERE NEW WHERE NEW WHERE NEW NEW NEW FILL IS TO BE PLACED ON EXISTING FILL THE EXISTING FILL SHALL BE REMOVED IS TO BE PLACED ON EXISTING FILL THE EXISTING FILL SHALL BE REMOVED IS TO BE PLACED ON EXISTING FILL THE EXISTING FILL SHALL BE REMOVED TO BE PLACED ON EXISTING FILL THE EXISTING FILL SHALL BE REMOVED TO BE PLACED ON EXISTING FILL THE EXISTING FILL SHALL BE REMOVED BE PLACED ON EXISTING FILL THE EXISTING FILL SHALL BE REMOVED BE PLACED ON EXISTING FILL THE EXISTING FILL SHALL BE REMOVED PLACED ON EXISTING FILL THE EXISTING FILL SHALL BE REMOVED PLACED ON EXISTING FILL THE EXISTING FILL SHALL BE REMOVED ON EXISTING FILL THE EXISTING FILL SHALL BE REMOVED ON EXISTING FILL THE EXISTING FILL SHALL BE REMOVED EXISTING FILL THE EXISTING FILL SHALL BE REMOVED EXISTING FILL THE EXISTING FILL SHALL BE REMOVED FILL THE EXISTING FILL SHALL BE REMOVED FILL THE EXISTING FILL SHALL BE REMOVED THE EXISTING FILL SHALL BE REMOVED THE EXISTING FILL SHALL BE REMOVED EXISTING FILL SHALL BE REMOVED EXISTING FILL SHALL BE REMOVED FILL SHALL BE REMOVED FILL SHALL BE REMOVED SHALL BE REMOVED SHALL BE REMOVED BE REMOVED BE REMOVED REMOVED REMOVED UNTIL MATERIAL COMPACTED TO 90% RELATIVE COMPACTION IS EXPOSED. THEN MATERIAL COMPACTED TO 90% RELATIVE COMPACTION IS EXPOSED. THEN MATERIAL COMPACTED TO 90% RELATIVE COMPACTION IS EXPOSED. THEN COMPACTED TO 90% RELATIVE COMPACTION IS EXPOSED. THEN COMPACTED TO 90% RELATIVE COMPACTION IS EXPOSED. THEN TO 90% RELATIVE COMPACTION IS EXPOSED. THEN TO 90% RELATIVE COMPACTION IS EXPOSED. THEN 90% RELATIVE COMPACTION IS EXPOSED. THEN 90% RELATIVE COMPACTION IS EXPOSED. THEN RELATIVE COMPACTION IS EXPOSED. THEN RELATIVE COMPACTION IS EXPOSED. THEN COMPACTION IS EXPOSED. THEN COMPACTION IS EXPOSED. THEN IS EXPOSED. THEN IS EXPOSED. THEN EXPOSED. THEN EXPOSED. THEN THEN THEN THE NEW FILL MATERIAL SHALL BE PLACED AS PER THESE CONSTRUCTION NEW FILL MATERIAL SHALL BE PLACED AS PER THESE CONSTRUCTION NEW FILL MATERIAL SHALL BE PLACED AS PER THESE CONSTRUCTION FILL MATERIAL SHALL BE PLACED AS PER THESE CONSTRUCTION FILL MATERIAL SHALL BE PLACED AS PER THESE CONSTRUCTION MATERIAL SHALL BE PLACED AS PER THESE CONSTRUCTION MATERIAL SHALL BE PLACED AS PER THESE CONSTRUCTION SHALL BE PLACED AS PER THESE CONSTRUCTION SHALL BE PLACED AS PER THESE CONSTRUCTION BE PLACED AS PER THESE CONSTRUCTION BE PLACED AS PER THESE CONSTRUCTION PLACED AS PER THESE CONSTRUCTION PLACED AS PER THESE CONSTRUCTION AS PER THESE CONSTRUCTION AS PER THESE CONSTRUCTION PER THESE CONSTRUCTION PER THESE CONSTRUCTION THESE CONSTRUCTION THESE CONSTRUCTION CONSTRUCTION CONSTRUCTION NOTES. FILL MATERIAL SHALL BE PLACED IN UNIFORM LIFTS NOT EXCEEDING 6" FILL MATERIAL SHALL BE PLACED IN UNIFORM LIFTS NOT EXCEEDING 6" FILL MATERIAL SHALL BE PLACED IN UNIFORM LIFTS NOT EXCEEDING 6" MATERIAL SHALL BE PLACED IN UNIFORM LIFTS NOT EXCEEDING 6" MATERIAL SHALL BE PLACED IN UNIFORM LIFTS NOT EXCEEDING 6" SHALL BE PLACED IN UNIFORM LIFTS NOT EXCEEDING 6" SHALL BE PLACED IN UNIFORM LIFTS NOT EXCEEDING 6" BE PLACED IN UNIFORM LIFTS NOT EXCEEDING 6" BE PLACED IN UNIFORM LIFTS NOT EXCEEDING 6" PLACED IN UNIFORM LIFTS NOT EXCEEDING 6" PLACED IN UNIFORM LIFTS NOT EXCEEDING 6" IN UNIFORM LIFTS NOT EXCEEDING 6" IN UNIFORM LIFTS NOT EXCEEDING 6" UNIFORM LIFTS NOT EXCEEDING 6" UNIFORM LIFTS NOT EXCEEDING 6" LIFTS NOT EXCEEDING 6" LIFTS NOT EXCEEDING 6" NOT EXCEEDING 6" NOT EXCEEDING 6" EXCEEDING 6" EXCEEDING 6" 6" 6" IN UNCOMPACTED THICKNESS. BEFORE COMPACTION BEGINS, THE FILL SHALL BE UNCOMPACTED THICKNESS. BEFORE COMPACTION BEGINS, THE FILL SHALL BE UNCOMPACTED THICKNESS. BEFORE COMPACTION BEGINS, THE FILL SHALL BE THICKNESS. BEFORE COMPACTION BEGINS, THE FILL SHALL BE THICKNESS. BEFORE COMPACTION BEGINS, THE FILL SHALL BE BEFORE COMPACTION BEGINS, THE FILL SHALL BE BEFORE COMPACTION BEGINS, THE FILL SHALL BE COMPACTION BEGINS, THE FILL SHALL BE COMPACTION BEGINS, THE FILL SHALL BE BEGINS, THE FILL SHALL BE BEGINS, THE FILL SHALL BE THE FILL SHALL BE THE FILL SHALL BE FILL SHALL BE FILL SHALL BE SHALL BE SHALL BE BE BE BROUGHT TO A WATER CONTENT THAT WILL PERMIT PROPER COMPACTION BY TO A WATER CONTENT THAT WILL PERMIT PROPER COMPACTION BY TO A WATER CONTENT THAT WILL PERMIT PROPER COMPACTION BY A WATER CONTENT THAT WILL PERMIT PROPER COMPACTION BY A WATER CONTENT THAT WILL PERMIT PROPER COMPACTION BY WATER CONTENT THAT WILL PERMIT PROPER COMPACTION BY WATER CONTENT THAT WILL PERMIT PROPER COMPACTION BY CONTENT THAT WILL PERMIT PROPER COMPACTION BY CONTENT THAT WILL PERMIT PROPER COMPACTION BY THAT WILL PERMIT PROPER COMPACTION BY THAT WILL PERMIT PROPER COMPACTION BY WILL PERMIT PROPER COMPACTION BY WILL PERMIT PROPER COMPACTION BY PERMIT PROPER COMPACTION BY PERMIT PROPER COMPACTION BY PROPER COMPACTION BY PROPER COMPACTION BY COMPACTION BY COMPACTION BY BY BY EITHER 1) AERATING THE FILL IF IT IS TOO WET OR 2) MOISTENING THE FILL 1) AERATING THE FILL IF IT IS TOO WET OR 2) MOISTENING THE FILL 1) AERATING THE FILL IF IT IS TOO WET OR 2) MOISTENING THE FILL AERATING THE FILL IF IT IS TOO WET OR 2) MOISTENING THE FILL AERATING THE FILL IF IT IS TOO WET OR 2) MOISTENING THE FILL THE FILL IF IT IS TOO WET OR 2) MOISTENING THE FILL THE FILL IF IT IS TOO WET OR 2) MOISTENING THE FILL FILL IF IT IS TOO WET OR 2) MOISTENING THE FILL FILL IF IT IS TOO WET OR 2) MOISTENING THE FILL IF IT IS TOO WET OR 2) MOISTENING THE FILL IF IT IS TOO WET OR 2) MOISTENING THE FILL IT IS TOO WET OR 2) MOISTENING THE FILL IT IS TOO WET OR 2) MOISTENING THE FILL IS TOO WET OR 2) MOISTENING THE FILL IS TOO WET OR 2) MOISTENING THE FILL TOO WET OR 2) MOISTENING THE FILL TOO WET OR 2) MOISTENING THE FILL WET OR 2) MOISTENING THE FILL WET OR 2) MOISTENING THE FILL OR 2) MOISTENING THE FILL OR 2) MOISTENING THE FILL 2) MOISTENING THE FILL 2) MOISTENING THE FILL MOISTENING THE FILL MOISTENING THE FILL THE FILL THE FILL FILL FILL WITH WATER IF IT IS TOO DRY. EACH LIFT SHALL BE THOROUGHLY MIXED BEFORE WATER IF IT IS TOO DRY. EACH LIFT SHALL BE THOROUGHLY MIXED BEFORE WATER IF IT IS TOO DRY. EACH LIFT SHALL BE THOROUGHLY MIXED BEFORE IF IT IS TOO DRY. EACH LIFT SHALL BE THOROUGHLY MIXED BEFORE IF IT IS TOO DRY. EACH LIFT SHALL BE THOROUGHLY MIXED BEFORE IT IS TOO DRY. EACH LIFT SHALL BE THOROUGHLY MIXED BEFORE IT IS TOO DRY. EACH LIFT SHALL BE THOROUGHLY MIXED BEFORE IS TOO DRY. EACH LIFT SHALL BE THOROUGHLY MIXED BEFORE IS TOO DRY. EACH LIFT SHALL BE THOROUGHLY MIXED BEFORE TOO DRY. EACH LIFT SHALL BE THOROUGHLY MIXED BEFORE TOO DRY. EACH LIFT SHALL BE THOROUGHLY MIXED BEFORE DRY. EACH LIFT SHALL BE THOROUGHLY MIXED BEFORE DRY. EACH LIFT SHALL BE THOROUGHLY MIXED BEFORE EACH LIFT SHALL BE THOROUGHLY MIXED BEFORE EACH LIFT SHALL BE THOROUGHLY MIXED BEFORE LIFT SHALL BE THOROUGHLY MIXED BEFORE LIFT SHALL BE THOROUGHLY MIXED BEFORE SHALL BE THOROUGHLY MIXED BEFORE SHALL BE THOROUGHLY MIXED BEFORE BE THOROUGHLY MIXED BEFORE BE THOROUGHLY MIXED BEFORE THOROUGHLY MIXED BEFORE THOROUGHLY MIXED BEFORE MIXED BEFORE MIXED BEFORE BEFORE BEFORE COMPACTION TO ENSURE A UNIFORM DISTRIBUTION OF MOISTURE. 2. EXCESS CUT MATERIAL SHALL NOT BE SPREAD OR STOCKPILED ON THE SITE. 3. SURPLUS EARTH FILL MATERIAL SHALL BE PLACED IN A SINGLE (8" MAX) THICK SURPLUS EARTH FILL MATERIAL SHALL BE PLACED IN A SINGLE (8" MAX) THICK SURPLUS EARTH FILL MATERIAL SHALL BE PLACED IN A SINGLE (8" MAX) THICK SURPLUS EARTH FILL MATERIAL SHALL BE PLACED IN A SINGLE (8" MAX) THICK EARTH FILL MATERIAL SHALL BE PLACED IN A SINGLE (8" MAX) THICK EARTH FILL MATERIAL SHALL BE PLACED IN A SINGLE (8" MAX) THICK FILL MATERIAL SHALL BE PLACED IN A SINGLE (8" MAX) THICK FILL MATERIAL SHALL BE PLACED IN A SINGLE (8" MAX) THICK MATERIAL SHALL BE PLACED IN A SINGLE (8" MAX) THICK MATERIAL SHALL BE PLACED IN A SINGLE (8" MAX) THICK SHALL BE PLACED IN A SINGLE (8" MAX) THICK SHALL BE PLACED IN A SINGLE (8" MAX) THICK BE PLACED IN A SINGLE (8" MAX) THICK BE PLACED IN A SINGLE (8" MAX) THICK PLACED IN A SINGLE (8" MAX) THICK PLACED IN A SINGLE (8" MAX) THICK IN A SINGLE (8" MAX) THICK IN A SINGLE (8" MAX) THICK A SINGLE (8" MAX) THICK A SINGLE (8" MAX) THICK SINGLE (8" MAX) THICK SINGLE (8" MAX) THICK (8" MAX) THICK (8" MAX) THICK MAX) THICK MAX) THICK THICK THICK LAYER COMPACTED TO WITHSTAND WEATHERING IN THE AREA(S) DELINEATED ON COMPACTED TO WITHSTAND WEATHERING IN THE AREA(S) DELINEATED ON COMPACTED TO WITHSTAND WEATHERING IN THE AREA(S) DELINEATED ON TO WITHSTAND WEATHERING IN THE AREA(S) DELINEATED ON TO WITHSTAND WEATHERING IN THE AREA(S) DELINEATED ON WITHSTAND WEATHERING IN THE AREA(S) DELINEATED ON WITHSTAND WEATHERING IN THE AREA(S) DELINEATED ON WEATHERING IN THE AREA(S) DELINEATED ON WEATHERING IN THE AREA(S) DELINEATED ON IN THE AREA(S) DELINEATED ON IN THE AREA(S) DELINEATED ON THE AREA(S) DELINEATED ON THE AREA(S) DELINEATED ON AREA(S) DELINEATED ON AREA(S) DELINEATED ON DELINEATED ON DELINEATED ON ON ON THE PLAN. 4. NO ORGANIC MATERIAL SHALL BE PLACED IN ANY FILL. NO TREES SHALL BE NO ORGANIC MATERIAL SHALL BE PLACED IN ANY FILL. NO TREES SHALL BE NO ORGANIC MATERIAL SHALL BE PLACED IN ANY FILL. NO TREES SHALL BE NO ORGANIC MATERIAL SHALL BE PLACED IN ANY FILL. NO TREES SHALL BE ORGANIC MATERIAL SHALL BE PLACED IN ANY FILL. NO TREES SHALL BE ORGANIC MATERIAL SHALL BE PLACED IN ANY FILL. NO TREES SHALL BE MATERIAL SHALL BE PLACED IN ANY FILL. NO TREES SHALL BE MATERIAL SHALL BE PLACED IN ANY FILL. NO TREES SHALL BE SHALL BE PLACED IN ANY FILL. NO TREES SHALL BE SHALL BE PLACED IN ANY FILL. NO TREES SHALL BE BE PLACED IN ANY FILL. NO TREES SHALL BE BE PLACED IN ANY FILL. NO TREES SHALL BE PLACED IN ANY FILL. NO TREES SHALL BE PLACED IN ANY FILL. NO TREES SHALL BE IN ANY FILL. NO TREES SHALL BE IN ANY FILL. NO TREES SHALL BE ANY FILL. NO TREES SHALL BE ANY FILL. NO TREES SHALL BE FILL. NO TREES SHALL BE FILL. NO TREES SHALL BE NO TREES SHALL BE NO TREES SHALL BE TREES SHALL BE TREES SHALL BE SHALL BE SHALL BE BE BE REMOVED OUTSIDE OF CUT, FILL OR ROADWAY AREAS. 5. THE UPPER 6" OF SUBGRADE BELOW DRIVEWAY ACCESS ROAD OR PARKING THE UPPER 6" OF SUBGRADE BELOW DRIVEWAY ACCESS ROAD OR PARKING THE UPPER 6" OF SUBGRADE BELOW DRIVEWAY ACCESS ROAD OR PARKING THE UPPER 6" OF SUBGRADE BELOW DRIVEWAY ACCESS ROAD OR PARKING UPPER 6" OF SUBGRADE BELOW DRIVEWAY ACCESS ROAD OR PARKING UPPER 6" OF SUBGRADE BELOW DRIVEWAY ACCESS ROAD OR PARKING 6" OF SUBGRADE BELOW DRIVEWAY ACCESS ROAD OR PARKING 6" OF SUBGRADE BELOW DRIVEWAY ACCESS ROAD OR PARKING OF SUBGRADE BELOW DRIVEWAY ACCESS ROAD OR PARKING OF SUBGRADE BELOW DRIVEWAY ACCESS ROAD OR PARKING SUBGRADE BELOW DRIVEWAY ACCESS ROAD OR PARKING SUBGRADE BELOW DRIVEWAY ACCESS ROAD OR PARKING BELOW DRIVEWAY ACCESS ROAD OR PARKING BELOW DRIVEWAY ACCESS ROAD OR PARKING DRIVEWAY ACCESS ROAD OR PARKING DRIVEWAY ACCESS ROAD OR PARKING ACCESS ROAD OR PARKING ACCESS ROAD OR PARKING ROAD OR PARKING ROAD OR PARKING OR PARKING OR PARKING PARKING PARKING AREA SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. 6. MAXIMUM CUT SLOPE SHALL BE 2 HORIZONTAL TO 1 VERTICAL. MAXIMUM FILL MAXIMUM CUT SLOPE SHALL BE 2 HORIZONTAL TO 1 VERTICAL. MAXIMUM FILL MAXIMUM CUT SLOPE SHALL BE 2 HORIZONTAL TO 1 VERTICAL. MAXIMUM FILL MAXIMUM CUT SLOPE SHALL BE 2 HORIZONTAL TO 1 VERTICAL. MAXIMUM FILL CUT SLOPE SHALL BE 2 HORIZONTAL TO 1 VERTICAL. MAXIMUM FILL CUT SLOPE SHALL BE 2 HORIZONTAL TO 1 VERTICAL. MAXIMUM FILL SLOPE SHALL BE 2 HORIZONTAL TO 1 VERTICAL. MAXIMUM FILL SLOPE SHALL BE 2 HORIZONTAL TO 1 VERTICAL. MAXIMUM FILL SHALL BE 2 HORIZONTAL TO 1 VERTICAL. MAXIMUM FILL SHALL BE 2 HORIZONTAL TO 1 VERTICAL. MAXIMUM FILL BE 2 HORIZONTAL TO 1 VERTICAL. MAXIMUM FILL BE 2 HORIZONTAL TO 1 VERTICAL. MAXIMUM FILL 2 HORIZONTAL TO 1 VERTICAL. MAXIMUM FILL 2 HORIZONTAL TO 1 VERTICAL. MAXIMUM FILL HORIZONTAL TO 1 VERTICAL. MAXIMUM FILL HORIZONTAL TO 1 VERTICAL. MAXIMUM FILL TO 1 VERTICAL. MAXIMUM FILL TO 1 VERTICAL. MAXIMUM FILL 1 VERTICAL. MAXIMUM FILL 1 VERTICAL. MAXIMUM FILL VERTICAL. MAXIMUM FILL VERTICAL. MAXIMUM FILL MAXIMUM FILL MAXIMUM FILL FILL FILL SLOPE SHALL BE 2 HORIZONTAL TO 1 VERTICAL. NOTE: FILL VOLUMES INCLUDE 10% SHRINKAGE. EXCESS MATERIAL SHALL BE OFF HAULED TO A COUNTY APPROVED DUMP SITE. 7.NOTIFY SOILS ENGINEER TWO (2) DAYS PRIOR TO COMMENCEMENT OF ANY NOTIFY SOILS ENGINEER TWO (2) DAYS PRIOR TO COMMENCEMENT OF ANY SOILS ENGINEER TWO (2) DAYS PRIOR TO COMMENCEMENT OF ANY SOILS ENGINEER TWO (2) DAYS PRIOR TO COMMENCEMENT OF ANY ENGINEER TWO (2) DAYS PRIOR TO COMMENCEMENT OF ANY ENGINEER TWO (2) DAYS PRIOR TO COMMENCEMENT OF ANY TWO (2) DAYS PRIOR TO COMMENCEMENT OF ANY TWO (2) DAYS PRIOR TO COMMENCEMENT OF ANY (2) DAYS PRIOR TO COMMENCEMENT OF ANY (2) DAYS PRIOR TO COMMENCEMENT OF ANY DAYS PRIOR TO COMMENCEMENT OF ANY DAYS PRIOR TO COMMENCEMENT OF ANY PRIOR TO COMMENCEMENT OF ANY PRIOR TO COMMENCEMENT OF ANY TO COMMENCEMENT OF ANY TO COMMENCEMENT OF ANY COMMENCEMENT OF ANY COMMENCEMENT OF ANY OF ANY OF ANY ANY ANY GRADING WORK TO COORDINATE THE WORK IN THE FIELD. 8. ALL MATERIALS FOR FILL SHOULD BE APPROVED BY THE SOILS ENGINEER ALL MATERIALS FOR FILL SHOULD BE APPROVED BY THE SOILS ENGINEER ALL MATERIALS FOR FILL SHOULD BE APPROVED BY THE SOILS ENGINEER ALL MATERIALS FOR FILL SHOULD BE APPROVED BY THE SOILS ENGINEER MATERIALS FOR FILL SHOULD BE APPROVED BY THE SOILS ENGINEER MATERIALS FOR FILL SHOULD BE APPROVED BY THE SOILS ENGINEER FOR FILL SHOULD BE APPROVED BY THE SOILS ENGINEER FOR FILL SHOULD BE APPROVED BY THE SOILS ENGINEER FILL SHOULD BE APPROVED BY THE SOILS ENGINEER FILL SHOULD BE APPROVED BY THE SOILS ENGINEER SHOULD BE APPROVED BY THE SOILS ENGINEER SHOULD BE APPROVED BY THE SOILS ENGINEER BE APPROVED BY THE SOILS ENGINEER BE APPROVED BY THE SOILS ENGINEER APPROVED BY THE SOILS ENGINEER APPROVED BY THE SOILS ENGINEER BY THE SOILS ENGINEER BY THE SOILS ENGINEER THE SOILS ENGINEER THE SOILS ENGINEER SOILS ENGINEER SOILS ENGINEER ENGINEER ENGINEER BEFORE IT IS BROUGHT TO THE SITE. 9.THE UPPER 6" OF THE SUBGRADE SOIL SHALL BE SCARIFIED, MOISTURE THE UPPER 6" OF THE SUBGRADE SOIL SHALL BE SCARIFIED, MOISTURE UPPER 6" OF THE SUBGRADE SOIL SHALL BE SCARIFIED, MOISTURE UPPER 6" OF THE SUBGRADE SOIL SHALL BE SCARIFIED, MOISTURE 6" OF THE SUBGRADE SOIL SHALL BE SCARIFIED, MOISTURE 6" OF THE SUBGRADE SOIL SHALL BE SCARIFIED, MOISTURE OF THE SUBGRADE SOIL SHALL BE SCARIFIED, MOISTURE OF THE SUBGRADE SOIL SHALL BE SCARIFIED, MOISTURE THE SUBGRADE SOIL SHALL BE SCARIFIED, MOISTURE THE SUBGRADE SOIL SHALL BE SCARIFIED, MOISTURE SUBGRADE SOIL SHALL BE SCARIFIED, MOISTURE SUBGRADE SOIL SHALL BE SCARIFIED, MOISTURE SOIL SHALL BE SCARIFIED, MOISTURE SOIL SHALL BE SCARIFIED, MOISTURE SHALL BE SCARIFIED, MOISTURE SHALL BE SCARIFIED, MOISTURE BE SCARIFIED, MOISTURE BE SCARIFIED, MOISTURE SCARIFIED, MOISTURE SCARIFIED, MOISTURE MOISTURE MOISTURE CONDITIONED AND COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95% 10.ALL AGGREGATE BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% ALL AGGREGATE BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% AGGREGATE BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% AGGREGATE BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% SHALL BE COMPACTED TO A MINIMUM 95% SHALL BE COMPACTED TO A MINIMUM 95% BE COMPACTED TO A MINIMUM 95% BE COMPACTED TO A MINIMUM 95% COMPACTED TO A MINIMUM 95% COMPACTED TO A MINIMUM 95% TO A MINIMUM 95% TO A MINIMUM 95% A MINIMUM 95% A MINIMUM 95% MINIMUM 95% MINIMUM 95% 95% 95% RELATIVE COMPACTION. 11.THE GEOTECHNICAL PLAN REVIEW LETTER MUST BE REVIEWED AND APPROVED BY THE GEOTECHNICAL PLAN REVIEW LETTER MUST BE REVIEWED AND APPROVED BY GEOTECHNICAL PLAN REVIEW LETTER MUST BE REVIEWED AND APPROVED BY GEOTECHNICAL PLAN REVIEW LETTER MUST BE REVIEWED AND APPROVED BY PLAN REVIEW LETTER MUST BE REVIEWED AND APPROVED BY PLAN REVIEW LETTER MUST BE REVIEWED AND APPROVED BY REVIEW LETTER MUST BE REVIEWED AND APPROVED BY REVIEW LETTER MUST BE REVIEWED AND APPROVED BY LETTER MUST BE REVIEWED AND APPROVED BY LETTER MUST BE REVIEWED AND APPROVED BY MUST BE REVIEWED AND APPROVED BY MUST BE REVIEWED AND APPROVED BY BE REVIEWED AND APPROVED BY BE REVIEWED AND APPROVED BY REVIEWED AND APPROVED BY REVIEWED AND APPROVED BY AND APPROVED BY AND APPROVED BY APPROVED BY APPROVED BY BY BY THE COUNTY GEOLOGIST PRIOR TO FINAL APPROVAL BY THE COUNTY ENGINEER COUNTY GEOLOGIST PRIOR TO FINAL APPROVAL BY THE COUNTY ENGINEER COUNTY GEOLOGIST PRIOR TO FINAL APPROVAL BY THE COUNTY ENGINEER GEOLOGIST PRIOR TO FINAL APPROVAL BY THE COUNTY ENGINEER GEOLOGIST PRIOR TO FINAL APPROVAL BY THE COUNTY ENGINEER PRIOR TO FINAL APPROVAL BY THE COUNTY ENGINEER PRIOR TO FINAL APPROVAL BY THE COUNTY ENGINEER TO FINAL APPROVAL BY THE COUNTY ENGINEER TO FINAL APPROVAL BY THE COUNTY ENGINEER FINAL APPROVAL BY THE COUNTY ENGINEER FINAL APPROVAL BY THE COUNTY ENGINEER APPROVAL BY THE COUNTY ENGINEER APPROVAL BY THE COUNTY ENGINEER BY THE COUNTY ENGINEER BY THE COUNTY ENGINEER THE COUNTY ENGINEER THE COUNTY ENGINEER COUNTY ENGINEER COUNTY ENGINEER ENGINEER ENGINEER FOR BUILDING OCCUPANCY. 12. THE PROJECT GEOTECHNICAL ENGINEER SHALL PERFORM COMPACTION TESTING THE PROJECT GEOTECHNICAL ENGINEER SHALL PERFORM COMPACTION TESTING THE PROJECT GEOTECHNICAL ENGINEER SHALL PERFORM COMPACTION TESTING PROJECT GEOTECHNICAL ENGINEER SHALL PERFORM COMPACTION TESTING PROJECT GEOTECHNICAL ENGINEER SHALL PERFORM COMPACTION TESTING GEOTECHNICAL ENGINEER SHALL PERFORM COMPACTION TESTING GEOTECHNICAL ENGINEER SHALL PERFORM COMPACTION TESTING ENGINEER SHALL PERFORM COMPACTION TESTING ENGINEER SHALL PERFORM COMPACTION TESTING SHALL PERFORM COMPACTION TESTING SHALL PERFORM COMPACTION TESTING PERFORM COMPACTION TESTING PERFORM COMPACTION TESTING COMPACTION TESTING COMPACTION TESTING TESTING TESTING AND PRESENT THE RESULTS TO THE COUNTY ENGINEERING INSPECTOR PRIOR TO PRESENT THE RESULTS TO THE COUNTY ENGINEERING INSPECTOR PRIOR TO PRESENT THE RESULTS TO THE COUNTY ENGINEERING INSPECTOR PRIOR TO THE RESULTS TO THE COUNTY ENGINEERING INSPECTOR PRIOR TO THE RESULTS TO THE COUNTY ENGINEERING INSPECTOR PRIOR TO RESULTS TO THE COUNTY ENGINEERING INSPECTOR PRIOR TO RESULTS TO THE COUNTY ENGINEERING INSPECTOR PRIOR TO TO THE COUNTY ENGINEERING INSPECTOR PRIOR TO TO THE COUNTY ENGINEERING INSPECTOR PRIOR TO THE COUNTY ENGINEERING INSPECTOR PRIOR TO THE COUNTY ENGINEERING INSPECTOR PRIOR TO COUNTY ENGINEERING INSPECTOR PRIOR TO COUNTY ENGINEERING INSPECTOR PRIOR TO ENGINEERING INSPECTOR PRIOR TO ENGINEERING INSPECTOR PRIOR TO INSPECTOR PRIOR TO INSPECTOR PRIOR TO PRIOR TO PRIOR TO TO TO THE CONSTRUCTION OF ANY PAVED AREA. 13.GRADING WORK BETWEEN OCTOBER 15TH AND APRIL 15TH IS AT THE DISCRETION GRADING WORK BETWEEN OCTOBER 15TH AND APRIL 15TH IS AT THE DISCRETION WORK BETWEEN OCTOBER 15TH AND APRIL 15TH IS AT THE DISCRETION WORK BETWEEN OCTOBER 15TH AND APRIL 15TH IS AT THE DISCRETION BETWEEN OCTOBER 15TH AND APRIL 15TH IS AT THE DISCRETION BETWEEN OCTOBER 15TH AND APRIL 15TH IS AT THE DISCRETION OCTOBER 15TH AND APRIL 15TH IS AT THE DISCRETION OCTOBER 15TH AND APRIL 15TH IS AT THE DISCRETION 15TH AND APRIL 15TH IS AT THE DISCRETION 15TH AND APRIL 15TH IS AT THE DISCRETION AND APRIL 15TH IS AT THE DISCRETION AND APRIL 15TH IS AT THE DISCRETION APRIL 15TH IS AT THE DISCRETION APRIL 15TH IS AT THE DISCRETION 15TH IS AT THE DISCRETION 15TH IS AT THE DISCRETION IS AT THE DISCRETION IS AT THE DISCRETION AT THE DISCRETION AT THE DISCRETION THE DISCRETION THE DISCRETION DISCRETION DISCRETION OF THE SANTA CLARA COUNTY GRADING OFFICIAL. 14. TOTAL DISTURBED AREA FOR THE PROJECT _______________________SF. OTAL DISTURBED AREA FOR THE PROJECT _______________________SF. 15. WDID NO.______________________. 16. THE INSPECTOR MAY VERIFY THAT A VALID NOTICE OF INTENT (NOI) HAS BEEN THE INSPECTOR MAY VERIFY THAT A VALID NOTICE OF INTENT (NOI) HAS BEEN THE INSPECTOR MAY VERIFY THAT A VALID NOTICE OF INTENT (NOI) HAS BEEN INSPECTOR MAY VERIFY THAT A VALID NOTICE OF INTENT (NOI) HAS BEEN INSPECTOR MAY VERIFY THAT A VALID NOTICE OF INTENT (NOI) HAS BEEN MAY VERIFY THAT A VALID NOTICE OF INTENT (NOI) HAS BEEN MAY VERIFY THAT A VALID NOTICE OF INTENT (NOI) HAS BEEN VERIFY THAT A VALID NOTICE OF INTENT (NOI) HAS BEEN VERIFY THAT A VALID NOTICE OF INTENT (NOI) HAS BEEN THAT A VALID NOTICE OF INTENT (NOI) HAS BEEN THAT A VALID NOTICE OF INTENT (NOI) HAS BEEN A VALID NOTICE OF INTENT (NOI) HAS BEEN A VALID NOTICE OF INTENT (NOI) HAS BEEN VALID NOTICE OF INTENT (NOI) HAS BEEN VALID NOTICE OF INTENT (NOI) HAS BEEN NOTICE OF INTENT (NOI) HAS BEEN NOTICE OF INTENT (NOI) HAS BEEN OF INTENT (NOI) HAS BEEN OF INTENT (NOI) HAS BEEN INTENT (NOI) HAS BEEN INTENT (NOI) HAS BEEN (NOI) HAS BEEN (NOI) HAS BEEN HAS BEEN HAS BEEN BEEN BEEN ISSUED BY THE STATE AND THAT A CURRENT AND UP TO DATE STORM WATER BY THE STATE AND THAT A CURRENT AND UP TO DATE STORM WATER BY THE STATE AND THAT A CURRENT AND UP TO DATE STORM WATER THE STATE AND THAT A CURRENT AND UP TO DATE STORM WATER THE STATE AND THAT A CURRENT AND UP TO DATE STORM WATER STATE AND THAT A CURRENT AND UP TO DATE STORM WATER STATE AND THAT A CURRENT AND UP TO DATE STORM WATER AND THAT A CURRENT AND UP TO DATE STORM WATER AND THAT A CURRENT AND UP TO DATE STORM WATER THAT A CURRENT AND UP TO DATE STORM WATER THAT A CURRENT AND UP TO DATE STORM WATER A CURRENT AND UP TO DATE STORM WATER A CURRENT AND UP TO DATE STORM WATER CURRENT AND UP TO DATE STORM WATER CURRENT AND UP TO DATE STORM WATER AND UP TO DATE STORM WATER AND UP TO DATE STORM WATER UP TO DATE STORM WATER UP TO DATE STORM WATER TO DATE STORM WATER TO DATE STORM WATER DATE STORM WATER DATE STORM WATER STORM WATER STORM WATER WATER WATER POLLUTION PREVENTION PLAN (SWPPP) IS AVAILABLE ON SITE.

AutoCAD SHX Text

TREE PROTECTION 1.FOR ALL TREES TO BE RETAINED WITH A CANOPY IN THE DEVELOPMENT AREA FOR ALL TREES TO BE RETAINED WITH A CANOPY IN THE DEVELOPMENT AREA ALL TREES TO BE RETAINED WITH A CANOPY IN THE DEVELOPMENT AREA ALL TREES TO BE RETAINED WITH A CANOPY IN THE DEVELOPMENT AREA TREES TO BE RETAINED WITH A CANOPY IN THE DEVELOPMENT AREA TREES TO BE RETAINED WITH A CANOPY IN THE DEVELOPMENT AREA TO BE RETAINED WITH A CANOPY IN THE DEVELOPMENT AREA TO BE RETAINED WITH A CANOPY IN THE DEVELOPMENT AREA BE RETAINED WITH A CANOPY IN THE DEVELOPMENT AREA BE RETAINED WITH A CANOPY IN THE DEVELOPMENT AREA RETAINED WITH A CANOPY IN THE DEVELOPMENT AREA RETAINED WITH A CANOPY IN THE DEVELOPMENT AREA WITH A CANOPY IN THE DEVELOPMENT AREA WITH A CANOPY IN THE DEVELOPMENT AREA A CANOPY IN THE DEVELOPMENT AREA A CANOPY IN THE DEVELOPMENT AREA CANOPY IN THE DEVELOPMENT AREA CANOPY IN THE DEVELOPMENT AREA IN THE DEVELOPMENT AREA IN THE DEVELOPMENT AREA THE DEVELOPMENT AREA THE DEVELOPMENT AREA DEVELOPMENT AREA DEVELOPMENT AREA AREA AREA OR INTERFACES WITH THE LIMITS OF GRADING FOR ALL PROPOSED DEVELOPMENT INTERFACES WITH THE LIMITS OF GRADING FOR ALL PROPOSED DEVELOPMENT INTERFACES WITH THE LIMITS OF GRADING FOR ALL PROPOSED DEVELOPMENT WITH THE LIMITS OF GRADING FOR ALL PROPOSED DEVELOPMENT WITH THE LIMITS OF GRADING FOR ALL PROPOSED DEVELOPMENT THE LIMITS OF GRADING FOR ALL PROPOSED DEVELOPMENT THE LIMITS OF GRADING FOR ALL PROPOSED DEVELOPMENT LIMITS OF GRADING FOR ALL PROPOSED DEVELOPMENT LIMITS OF GRADING FOR ALL PROPOSED DEVELOPMENT OF GRADING FOR ALL PROPOSED DEVELOPMENT OF GRADING FOR ALL PROPOSED DEVELOPMENT GRADING FOR ALL PROPOSED DEVELOPMENT GRADING FOR ALL PROPOSED DEVELOPMENT FOR ALL PROPOSED DEVELOPMENT FOR ALL PROPOSED DEVELOPMENT ALL PROPOSED DEVELOPMENT ALL PROPOSED DEVELOPMENT PROPOSED DEVELOPMENT PROPOSED DEVELOPMENT DEVELOPMENT DEVELOPMENT ON SITE, THE TREES SHALL BE PROTECTED BY THE PLACEMENT OF RIGID TREE SITE, THE TREES SHALL BE PROTECTED BY THE PLACEMENT OF RIGID TREE SITE, THE TREES SHALL BE PROTECTED BY THE PLACEMENT OF RIGID TREE THE TREES SHALL BE PROTECTED BY THE PLACEMENT OF RIGID TREE THE TREES SHALL BE PROTECTED BY THE PLACEMENT OF RIGID TREE TREES SHALL BE PROTECTED BY THE PLACEMENT OF RIGID TREE TREES SHALL BE PROTECTED BY THE PLACEMENT OF RIGID TREE SHALL BE PROTECTED BY THE PLACEMENT OF RIGID TREE SHALL BE PROTECTED BY THE PLACEMENT OF RIGID TREE BE PROTECTED BY THE PLACEMENT OF RIGID TREE BE PROTECTED BY THE PLACEMENT OF RIGID TREE PROTECTED BY THE PLACEMENT OF RIGID TREE PROTECTED BY THE PLACEMENT OF RIGID TREE BY THE PLACEMENT OF RIGID TREE BY THE PLACEMENT OF RIGID TREE THE PLACEMENT OF RIGID TREE THE PLACEMENT OF RIGID TREE PLACEMENT OF RIGID TREE PLACEMENT OF RIGID TREE OF RIGID TREE OF RIGID TREE RIGID TREE RIGID TREE TREE TREE PROTECTIVE FENCING, CONSISTENT WITH THE COUNTY INTEGRATED LANDSCAPE FENCING, CONSISTENT WITH THE COUNTY INTEGRATED LANDSCAPE FENCING, CONSISTENT WITH THE COUNTY INTEGRATED LANDSCAPE CONSISTENT WITH THE COUNTY INTEGRATED LANDSCAPE CONSISTENT WITH THE COUNTY INTEGRATED LANDSCAPE WITH THE COUNTY INTEGRATED LANDSCAPE WITH THE COUNTY INTEGRATED LANDSCAPE THE COUNTY INTEGRATED LANDSCAPE THE COUNTY INTEGRATED LANDSCAPE COUNTY INTEGRATED LANDSCAPE COUNTY INTEGRATED LANDSCAPE INTEGRATED LANDSCAPE INTEGRATED LANDSCAPE LANDSCAPE LANDSCAPE GUIDELINES, AND INCLUDE THE FOLLOWING: A.FENCING SHOULD BE PLACED ALONG THE OUTSIDE EDGE OF THE DRIPLINE OF FENCING SHOULD BE PLACED ALONG THE OUTSIDE EDGE OF THE DRIPLINE OF SHOULD BE PLACED ALONG THE OUTSIDE EDGE OF THE DRIPLINE OF SHOULD BE PLACED ALONG THE OUTSIDE EDGE OF THE DRIPLINE OF BE PLACED ALONG THE OUTSIDE EDGE OF THE DRIPLINE OF BE PLACED ALONG THE OUTSIDE EDGE OF THE DRIPLINE OF PLACED ALONG THE OUTSIDE EDGE OF THE DRIPLINE OF PLACED ALONG THE OUTSIDE EDGE OF THE DRIPLINE OF ALONG THE OUTSIDE EDGE OF THE DRIPLINE OF ALONG THE OUTSIDE EDGE OF THE DRIPLINE OF THE OUTSIDE EDGE OF THE DRIPLINE OF THE OUTSIDE EDGE OF THE DRIPLINE OF OUTSIDE EDGE OF THE DRIPLINE OF OUTSIDE EDGE OF THE DRIPLINE OF EDGE OF THE DRIPLINE OF EDGE OF THE DRIPLINE OF OF THE DRIPLINE OF OF THE DRIPLINE OF THE DRIPLINE OF THE DRIPLINE OF DRIPLINE OF DRIPLINE OF OF OF THE TREE OR GROVE OF TREES. B.THE FENCING SHALL BE MAINTAINED THROUGHOUT THE SITE CONSTRUCTION THE FENCING SHALL BE MAINTAINED THROUGHOUT THE SITE CONSTRUCTION FENCING SHALL BE MAINTAINED THROUGHOUT THE SITE CONSTRUCTION FENCING SHALL BE MAINTAINED THROUGHOUT THE SITE CONSTRUCTION SHALL BE MAINTAINED THROUGHOUT THE SITE CONSTRUCTION SHALL BE MAINTAINED THROUGHOUT THE SITE CONSTRUCTION BE MAINTAINED THROUGHOUT THE SITE CONSTRUCTION BE MAINTAINED THROUGHOUT THE SITE CONSTRUCTION MAINTAINED THROUGHOUT THE SITE CONSTRUCTION MAINTAINED THROUGHOUT THE SITE CONSTRUCTION THROUGHOUT THE SITE CONSTRUCTION THROUGHOUT THE SITE CONSTRUCTION THE SITE CONSTRUCTION THE SITE CONSTRUCTION SITE CONSTRUCTION SITE CONSTRUCTION CONSTRUCTION CONSTRUCTION PERIOD AND SHALL BE INSPECTED PERIODICALLY FOR DAMAGE AND PROPER AND SHALL BE INSPECTED PERIODICALLY FOR DAMAGE AND PROPER AND SHALL BE INSPECTED PERIODICALLY FOR DAMAGE AND PROPER SHALL BE INSPECTED PERIODICALLY FOR DAMAGE AND PROPER SHALL BE INSPECTED PERIODICALLY FOR DAMAGE AND PROPER BE INSPECTED PERIODICALLY FOR DAMAGE AND PROPER BE INSPECTED PERIODICALLY FOR DAMAGE AND PROPER INSPECTED PERIODICALLY FOR DAMAGE AND PROPER INSPECTED PERIODICALLY FOR DAMAGE AND PROPER PERIODICALLY FOR DAMAGE AND PROPER PERIODICALLY FOR DAMAGE AND PROPER FOR DAMAGE AND PROPER FOR DAMAGE AND PROPER DAMAGE AND PROPER DAMAGE AND PROPER AND PROPER AND PROPER PROPER PROPER FUNCTION. C.FENCING SHALL BE REPAIRED, AS NECESSARY, TO PROVIDE A PHYSICAL FENCING SHALL BE REPAIRED, AS NECESSARY, TO PROVIDE A PHYSICAL SHALL BE REPAIRED, AS NECESSARY, TO PROVIDE A PHYSICAL SHALL BE REPAIRED, AS NECESSARY, TO PROVIDE A PHYSICAL BE REPAIRED, AS NECESSARY, TO PROVIDE A PHYSICAL BE REPAIRED, AS NECESSARY, TO PROVIDE A PHYSICAL REPAIRED, AS NECESSARY, TO PROVIDE A PHYSICAL REPAIRED, AS NECESSARY, TO PROVIDE A PHYSICAL AS NECESSARY, TO PROVIDE A PHYSICAL AS NECESSARY, TO PROVIDE A PHYSICAL NECESSARY, TO PROVIDE A PHYSICAL NECESSARY, TO PROVIDE A PHYSICAL TO PROVIDE A PHYSICAL TO PROVIDE A PHYSICAL PROVIDE A PHYSICAL PROVIDE A PHYSICAL A PHYSICAL A PHYSICAL PHYSICAL PHYSICAL BARRIER FROM CONSTRUCTION ACTIVITIES. D.SIGNAGE STATING, "WARNING- THIS FENCING SHALL NOT BE REMOVED SIGNAGE STATING, "WARNING- THIS FENCING SHALL NOT BE REMOVED STATING, "WARNING- THIS FENCING SHALL NOT BE REMOVED STATING, "WARNING- THIS FENCING SHALL NOT BE REMOVED "WARNING- THIS FENCING SHALL NOT BE REMOVED "WARNING- THIS FENCING SHALL NOT BE REMOVED THIS FENCING SHALL NOT BE REMOVED THIS FENCING SHALL NOT BE REMOVED FENCING SHALL NOT BE REMOVED FENCING SHALL NOT BE REMOVED SHALL NOT BE REMOVED SHALL NOT BE REMOVED NOT BE REMOVED NOT BE REMOVED BE REMOVED BE REMOVED REMOVED REMOVED WITHOUT PERMISSION FROM THE SANTA CLARA COUNTY PLANNING OFFICE PERMISSION FROM THE SANTA CLARA COUNTY PLANNING OFFICE PERMISSION FROM THE SANTA CLARA COUNTY PLANNING OFFICE FROM THE SANTA CLARA COUNTY PLANNING OFFICE FROM THE SANTA CLARA COUNTY PLANNING OFFICE THE SANTA CLARA COUNTY PLANNING OFFICE THE SANTA CLARA COUNTY PLANNING OFFICE SANTA CLARA COUNTY PLANNING OFFICE SANTA CLARA COUNTY PLANNING OFFICE CLARA COUNTY PLANNING OFFICE CLARA COUNTY PLANNING OFFICE COUNTY PLANNING OFFICE COUNTY PLANNING OFFICE PLANNING OFFICE PLANNING OFFICE OFFICE OFFICE (408) 299-5770. COUNTY OF SANTA CLARA TREE PROTECTION MEASURES 299-5770. COUNTY OF SANTA CLARA TREE PROTECTION MEASURES 299-5770. COUNTY OF SANTA CLARA TREE PROTECTION MEASURES COUNTY OF SANTA CLARA TREE PROTECTION MEASURES COUNTY OF SANTA CLARA TREE PROTECTION MEASURES COUNTY OF SANTA CLARA TREE PROTECTION MEASURES OF SANTA CLARA TREE PROTECTION MEASURES OF SANTA CLARA TREE PROTECTION MEASURES SANTA CLARA TREE PROTECTION MEASURES SANTA CLARA TREE PROTECTION MEASURES CLARA TREE PROTECTION MEASURES CLARA TREE PROTECTION MEASURES TREE PROTECTION MEASURES TREE PROTECTION MEASURES PROTECTION MEASURES PROTECTION MEASURES MEASURES MEASURES MAY BE FOUND AT http://www.sccplanning.gov." SHALL BE PLACED ON THE BE FOUND AT http://www.sccplanning.gov." SHALL BE PLACED ON THE BE FOUND AT http://www.sccplanning.gov." SHALL BE PLACED ON THE FOUND AT http://www.sccplanning.gov." SHALL BE PLACED ON THE FOUND AT http://www.sccplanning.gov." SHALL BE PLACED ON THE AT http://www.sccplanning.gov." SHALL BE PLACED ON THE AT http://www.sccplanning.gov." SHALL BE PLACED ON THE http://www.sccplanning.gov." SHALL BE PLACED ON THE http://www.sccplanning.gov." SHALL BE PLACED ON THE SHALL BE PLACED ON THE SHALL BE PLACED ON THE BE PLACED ON THE BE PLACED ON THE PLACED ON THE PLACED ON THE ON THE ON THE THE THE TREE PROTECTIVE FENCING UNTIL FINAL OCCUPANCY. 2.PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, TREE PROTECTIVE PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, TREE PROTECTIVE TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, TREE PROTECTIVE TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, TREE PROTECTIVE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, TREE PROTECTIVE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, TREE PROTECTIVE OF ANY CONSTRUCTION ACTIVITY, TREE PROTECTIVE OF ANY CONSTRUCTION ACTIVITY, TREE PROTECTIVE ANY CONSTRUCTION ACTIVITY, TREE PROTECTIVE ANY CONSTRUCTION ACTIVITY, TREE PROTECTIVE CONSTRUCTION ACTIVITY, TREE PROTECTIVE CONSTRUCTION ACTIVITY, TREE PROTECTIVE ACTIVITY, TREE PROTECTIVE ACTIVITY, TREE PROTECTIVE TREE PROTECTIVE TREE PROTECTIVE PROTECTIVE PROTECTIVE FENCING SHALL BE SECURELY IN PLACED AND INSPECTED BY THE LAND SHALL BE SECURELY IN PLACED AND INSPECTED BY THE LAND SHALL BE SECURELY IN PLACED AND INSPECTED BY THE LAND BE SECURELY IN PLACED AND INSPECTED BY THE LAND BE SECURELY IN PLACED AND INSPECTED BY THE LAND SECURELY IN PLACED AND INSPECTED BY THE LAND SECURELY IN PLACED AND INSPECTED BY THE LAND IN PLACED AND INSPECTED BY THE LAND IN PLACED AND INSPECTED BY THE LAND PLACED AND INSPECTED BY THE LAND PLACED AND INSPECTED BY THE LAND AND INSPECTED BY THE LAND AND INSPECTED BY THE LAND INSPECTED BY THE LAND INSPECTED BY THE LAND BY THE LAND BY THE LAND THE LAND THE LAND LAND LAND DEVELOPMENT ENGINEERING INSPECTOR. 3.SEE EXISTING TREE PROTECTION DETAILS FOR MORE INFORMATION.SEE EXISTING TREE PROTECTION DETAILS FOR MORE INFORMATION.

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ACCESS ROAD AND DRIVEWAY 1.DRIVEWAY LOCATIONS SHALL BE AS SHOWN ON THE IMPROVEMENT PLANS WITH DRIVEWAY LOCATIONS SHALL BE AS SHOWN ON THE IMPROVEMENT PLANS WITH LOCATIONS SHALL BE AS SHOWN ON THE IMPROVEMENT PLANS WITH LOCATIONS SHALL BE AS SHOWN ON THE IMPROVEMENT PLANS WITH SHALL BE AS SHOWN ON THE IMPROVEMENT PLANS WITH SHALL BE AS SHOWN ON THE IMPROVEMENT PLANS WITH BE AS SHOWN ON THE IMPROVEMENT PLANS WITH BE AS SHOWN ON THE IMPROVEMENT PLANS WITH AS SHOWN ON THE IMPROVEMENT PLANS WITH AS SHOWN ON THE IMPROVEMENT PLANS WITH SHOWN ON THE IMPROVEMENT PLANS WITH SHOWN ON THE IMPROVEMENT PLANS WITH ON THE IMPROVEMENT PLANS WITH ON THE IMPROVEMENT PLANS WITH THE IMPROVEMENT PLANS WITH THE IMPROVEMENT PLANS WITH IMPROVEMENT PLANS WITH IMPROVEMENT PLANS WITH PLANS WITH PLANS WITH WITH WITH CENTERLINE STATIONING. THE MINIMUM CONCRETE THICKNESS SHALL BE 6 INCHES STATIONING. THE MINIMUM CONCRETE THICKNESS SHALL BE 6 INCHES STATIONING. THE MINIMUM CONCRETE THICKNESS SHALL BE 6 INCHES THE MINIMUM CONCRETE THICKNESS SHALL BE 6 INCHES THE MINIMUM CONCRETE THICKNESS SHALL BE 6 INCHES MINIMUM CONCRETE THICKNESS SHALL BE 6 INCHES MINIMUM CONCRETE THICKNESS SHALL BE 6 INCHES CONCRETE THICKNESS SHALL BE 6 INCHES CONCRETE THICKNESS SHALL BE 6 INCHES THICKNESS SHALL BE 6 INCHES THICKNESS SHALL BE 6 INCHES SHALL BE 6 INCHES SHALL BE 6 INCHES BE 6 INCHES BE 6 INCHES 6 INCHES 6 INCHES INCHES INCHES THROUGHOUT (WITH A MAXIMUM APPROACH SLOPE OF 1 1/4 INCHES PER FOOT). 2.ALL DRIVEWAY OR COMMON ACCESS ROAD SECTIONS IN EXCESS OF 15 ALL DRIVEWAY OR COMMON ACCESS ROAD SECTIONS IN EXCESS OF 15 DRIVEWAY OR COMMON ACCESS ROAD SECTIONS IN EXCESS OF 15 DRIVEWAY OR COMMON ACCESS ROAD SECTIONS IN EXCESS OF 15 OR COMMON ACCESS ROAD SECTIONS IN EXCESS OF 15 OR COMMON ACCESS ROAD SECTIONS IN EXCESS OF 15 COMMON ACCESS ROAD SECTIONS IN EXCESS OF 15 COMMON ACCESS ROAD SECTIONS IN EXCESS OF 15 ACCESS ROAD SECTIONS IN EXCESS OF 15 ACCESS ROAD SECTIONS IN EXCESS OF 15 ROAD SECTIONS IN EXCESS OF 15 ROAD SECTIONS IN EXCESS OF 15 SECTIONS IN EXCESS OF 15 SECTIONS IN EXCESS OF 15 IN EXCESS OF 15 IN EXCESS OF 15 EXCESS OF 15 EXCESS OF 15 OF 15 OF 15 15 15 LONGITUDINAL SLOPE MUST BE PAVED WITH A MINIMUM 2-INCH ASPHALT LIFT OR FULL DEPTH CONCRETE LIFT PRIOR TO ANY COMBUSTIBLE FRAMING. 3.THE OWNER AND PRIME CONTRACTOR ARE RESPONSIBLE FOR MAINTAINING THE OWNER AND PRIME CONTRACTOR ARE RESPONSIBLE FOR MAINTAINING OWNER AND PRIME CONTRACTOR ARE RESPONSIBLE FOR MAINTAINING OWNER AND PRIME CONTRACTOR ARE RESPONSIBLE FOR MAINTAINING AND PRIME CONTRACTOR ARE RESPONSIBLE FOR MAINTAINING AND PRIME CONTRACTOR ARE RESPONSIBLE FOR MAINTAINING PRIME CONTRACTOR ARE RESPONSIBLE FOR MAINTAINING PRIME CONTRACTOR ARE RESPONSIBLE FOR MAINTAINING CONTRACTOR ARE RESPONSIBLE FOR MAINTAINING CONTRACTOR ARE RESPONSIBLE FOR MAINTAINING ARE RESPONSIBLE FOR MAINTAINING ARE RESPONSIBLE FOR MAINTAINING RESPONSIBLE FOR MAINTAINING RESPONSIBLE FOR MAINTAINING FOR MAINTAINING FOR MAINTAINING MAINTAINING MAINTAINING PROJECT SITE ACCESS AND NEIGHBORHOOD ACCESS FOR EMERGENCY VEHICLES SITE ACCESS AND NEIGHBORHOOD ACCESS FOR EMERGENCY VEHICLES SITE ACCESS AND NEIGHBORHOOD ACCESS FOR EMERGENCY VEHICLES ACCESS AND NEIGHBORHOOD ACCESS FOR EMERGENCY VEHICLES ACCESS AND NEIGHBORHOOD ACCESS FOR EMERGENCY VEHICLES AND NEIGHBORHOOD ACCESS FOR EMERGENCY VEHICLES AND NEIGHBORHOOD ACCESS FOR EMERGENCY VEHICLES NEIGHBORHOOD ACCESS FOR EMERGENCY VEHICLES NEIGHBORHOOD ACCESS FOR EMERGENCY VEHICLES ACCESS FOR EMERGENCY VEHICLES ACCESS FOR EMERGENCY VEHICLES FOR EMERGENCY VEHICLES FOR EMERGENCY VEHICLES EMERGENCY VEHICLES EMERGENCY VEHICLES VEHICLES VEHICLES AND LOCAL RESIDENTS. 4.ROADWAYS DESIGNATED AS NOT COUNTY MAINTAINED ROADS AS SHOWN ON THE ROADWAYS DESIGNATED AS NOT COUNTY MAINTAINED ROADS AS SHOWN ON THE DESIGNATED AS NOT COUNTY MAINTAINED ROADS AS SHOWN ON THE DESIGNATED AS NOT COUNTY MAINTAINED ROADS AS SHOWN ON THE AS NOT COUNTY MAINTAINED ROADS AS SHOWN ON THE AS NOT COUNTY MAINTAINED ROADS AS SHOWN ON THE NOT COUNTY MAINTAINED ROADS AS SHOWN ON THE NOT COUNTY MAINTAINED ROADS AS SHOWN ON THE COUNTY MAINTAINED ROADS AS SHOWN ON THE COUNTY MAINTAINED ROADS AS SHOWN ON THE MAINTAINED ROADS AS SHOWN ON THE MAINTAINED ROADS AS SHOWN ON THE ROADS AS SHOWN ON THE ROADS AS SHOWN ON THE AS SHOWN ON THE AS SHOWN ON THE SHOWN ON THE SHOWN ON THE ON THE ON THE THE THE PLAN WILL NOT BE ELIGIBLE FOR COUNTY MAINTENANCE UNTIL THE ROADWAYS WILL NOT BE ELIGIBLE FOR COUNTY MAINTENANCE UNTIL THE ROADWAYS WILL NOT BE ELIGIBLE FOR COUNTY MAINTENANCE UNTIL THE ROADWAYS NOT BE ELIGIBLE FOR COUNTY MAINTENANCE UNTIL THE ROADWAYS NOT BE ELIGIBLE FOR COUNTY MAINTENANCE UNTIL THE ROADWAYS BE ELIGIBLE FOR COUNTY MAINTENANCE UNTIL THE ROADWAYS BE ELIGIBLE FOR COUNTY MAINTENANCE UNTIL THE ROADWAYS ELIGIBLE FOR COUNTY MAINTENANCE UNTIL THE ROADWAYS ELIGIBLE FOR COUNTY MAINTENANCE UNTIL THE ROADWAYS FOR COUNTY MAINTENANCE UNTIL THE ROADWAYS FOR COUNTY MAINTENANCE UNTIL THE ROADWAYS COUNTY MAINTENANCE UNTIL THE ROADWAYS COUNTY MAINTENANCE UNTIL THE ROADWAYS MAINTENANCE UNTIL THE ROADWAYS MAINTENANCE UNTIL THE ROADWAYS UNTIL THE ROADWAYS UNTIL THE ROADWAYS THE ROADWAYS THE ROADWAYS ROADWAYS ROADWAYS ARE IMPROVED (AT NO COST TO THE COUNTY) TO THE PUBLIC MAINTENANCE IMPROVED (AT NO COST TO THE COUNTY) TO THE PUBLIC MAINTENANCE IMPROVED (AT NO COST TO THE COUNTY) TO THE PUBLIC MAINTENANCE (AT NO COST TO THE COUNTY) TO THE PUBLIC MAINTENANCE (AT NO COST TO THE COUNTY) TO THE PUBLIC MAINTENANCE NO COST TO THE COUNTY) TO THE PUBLIC MAINTENANCE NO COST TO THE COUNTY) TO THE PUBLIC MAINTENANCE COST TO THE COUNTY) TO THE PUBLIC MAINTENANCE COST TO THE COUNTY) TO THE PUBLIC MAINTENANCE TO THE COUNTY) TO THE PUBLIC MAINTENANCE TO THE COUNTY) TO THE PUBLIC MAINTENANCE THE COUNTY) TO THE PUBLIC MAINTENANCE THE COUNTY) TO THE PUBLIC MAINTENANCE COUNTY) TO THE PUBLIC MAINTENANCE COUNTY) TO THE PUBLIC MAINTENANCE TO THE PUBLIC MAINTENANCE TO THE PUBLIC MAINTENANCE THE PUBLIC MAINTENANCE THE PUBLIC MAINTENANCE PUBLIC MAINTENANCE PUBLIC MAINTENANCE MAINTENANCE MAINTENANCE ROAD STANDARDS APPROVED BY THE BOARD OF SUPERVISORS AND IN EFFECT STANDARDS APPROVED BY THE BOARD OF SUPERVISORS AND IN EFFECT STANDARDS APPROVED BY THE BOARD OF SUPERVISORS AND IN EFFECT APPROVED BY THE BOARD OF SUPERVISORS AND IN EFFECT APPROVED BY THE BOARD OF SUPERVISORS AND IN EFFECT BY THE BOARD OF SUPERVISORS AND IN EFFECT BY THE BOARD OF SUPERVISORS AND IN EFFECT THE BOARD OF SUPERVISORS AND IN EFFECT THE BOARD OF SUPERVISORS AND IN EFFECT BOARD OF SUPERVISORS AND IN EFFECT BOARD OF SUPERVISORS AND IN EFFECT OF SUPERVISORS AND IN EFFECT OF SUPERVISORS AND IN EFFECT SUPERVISORS AND IN EFFECT SUPERVISORS AND IN EFFECT AND IN EFFECT AND IN EFFECT IN EFFECT IN EFFECT EFFECT EFFECT AT SUCH TIME THAT THE ROADWAYS ARE CONSIDERED FOR ACCEPTANCE INTO SUCH TIME THAT THE ROADWAYS ARE CONSIDERED FOR ACCEPTANCE INTO SUCH TIME THAT THE ROADWAYS ARE CONSIDERED FOR ACCEPTANCE INTO TIME THAT THE ROADWAYS ARE CONSIDERED FOR ACCEPTANCE INTO TIME THAT THE ROADWAYS ARE CONSIDERED FOR ACCEPTANCE INTO THAT THE ROADWAYS ARE CONSIDERED FOR ACCEPTANCE INTO THAT THE ROADWAYS ARE CONSIDERED FOR ACCEPTANCE INTO THE ROADWAYS ARE CONSIDERED FOR ACCEPTANCE INTO THE ROADWAYS ARE CONSIDERED FOR ACCEPTANCE INTO ROADWAYS ARE CONSIDERED FOR ACCEPTANCE INTO ROADWAYS ARE CONSIDERED FOR ACCEPTANCE INTO ARE CONSIDERED FOR ACCEPTANCE INTO ARE CONSIDERED FOR ACCEPTANCE INTO CONSIDERED FOR ACCEPTANCE INTO CONSIDERED FOR ACCEPTANCE INTO FOR ACCEPTANCE INTO FOR ACCEPTANCE INTO ACCEPTANCE INTO ACCEPTANCE INTO INTO INTO THE COUNTY'S ROAD SYSTEM. 5.ALL WORK IN THE COUNTY ROAD RIGHT-OF-WAY REQUIRES AN ENCROACHMENT ALL WORK IN THE COUNTY ROAD RIGHT-OF-WAY REQUIRES AN ENCROACHMENT WORK IN THE COUNTY ROAD RIGHT-OF-WAY REQUIRES AN ENCROACHMENT WORK IN THE COUNTY ROAD RIGHT-OF-WAY REQUIRES AN ENCROACHMENT IN THE COUNTY ROAD RIGHT-OF-WAY REQUIRES AN ENCROACHMENT IN THE COUNTY ROAD RIGHT-OF-WAY REQUIRES AN ENCROACHMENT THE COUNTY ROAD RIGHT-OF-WAY REQUIRES AN ENCROACHMENT THE COUNTY ROAD RIGHT-OF-WAY REQUIRES AN ENCROACHMENT COUNTY ROAD RIGHT-OF-WAY REQUIRES AN ENCROACHMENT COUNTY ROAD RIGHT-OF-WAY REQUIRES AN ENCROACHMENT ROAD RIGHT-OF-WAY REQUIRES AN ENCROACHMENT ROAD RIGHT-OF-WAY REQUIRES AN ENCROACHMENT RIGHT-OF-WAY REQUIRES AN ENCROACHMENT RIGHT-OF-WAY REQUIRES AN ENCROACHMENT REQUIRES AN ENCROACHMENT REQUIRES AN ENCROACHMENT AN ENCROACHMENT AN ENCROACHMENT ENCROACHMENT ENCROACHMENT PERMIT FROM THE ROADS AND AIRPORTS DEPARTMENT. EACH INDIVIDUAL FROM THE ROADS AND AIRPORTS DEPARTMENT. EACH INDIVIDUAL FROM THE ROADS AND AIRPORTS DEPARTMENT. EACH INDIVIDUAL THE ROADS AND AIRPORTS DEPARTMENT. EACH INDIVIDUAL THE ROADS AND AIRPORTS DEPARTMENT. EACH INDIVIDUAL ROADS AND AIRPORTS DEPARTMENT. EACH INDIVIDUAL ROADS AND AIRPORTS DEPARTMENT. EACH INDIVIDUAL AND AIRPORTS DEPARTMENT. EACH INDIVIDUAL AND AIRPORTS DEPARTMENT. EACH INDIVIDUAL AIRPORTS DEPARTMENT. EACH INDIVIDUAL AIRPORTS DEPARTMENT. EACH INDIVIDUAL DEPARTMENT. EACH INDIVIDUAL DEPARTMENT. EACH INDIVIDUAL EACH INDIVIDUAL EACH INDIVIDUAL EACH INDIVIDUAL INDIVIDUAL INDIVIDUAL ACTIVITY REQUIRES A SEPARATE PERMIT - I.E. CABLE, ELECTRICAL, GAS, SEWER, REQUIRES A SEPARATE PERMIT - I.E. CABLE, ELECTRICAL, GAS, SEWER, REQUIRES A SEPARATE PERMIT - I.E. CABLE, ELECTRICAL, GAS, SEWER, A SEPARATE PERMIT - I.E. CABLE, ELECTRICAL, GAS, SEWER, A SEPARATE PERMIT - I.E. CABLE, ELECTRICAL, GAS, SEWER, SEPARATE PERMIT - I.E. CABLE, ELECTRICAL, GAS, SEWER, SEPARATE PERMIT - I.E. CABLE, ELECTRICAL, GAS, SEWER, PERMIT - I.E. CABLE, ELECTRICAL, GAS, SEWER, PERMIT - I.E. CABLE, ELECTRICAL, GAS, SEWER, - I.E. CABLE, ELECTRICAL, GAS, SEWER, - I.E. CABLE, ELECTRICAL, GAS, SEWER, I.E. CABLE, ELECTRICAL, GAS, SEWER, I.E. CABLE, ELECTRICAL, GAS, SEWER, CABLE, ELECTRICAL, GAS, SEWER, CABLE, ELECTRICAL, GAS, SEWER, ELECTRICAL, GAS, SEWER, ELECTRICAL, GAS, SEWER, GAS, SEWER, GAS, SEWER, SEWER, SEWER, WATER, RETAINING WALLS, DRIVEWAY APPROACHES, FENCES, LANDSCAPING, TREE RETAINING WALLS, DRIVEWAY APPROACHES, FENCES, LANDSCAPING, TREE RETAINING WALLS, DRIVEWAY APPROACHES, FENCES, LANDSCAPING, TREE WALLS, DRIVEWAY APPROACHES, FENCES, LANDSCAPING, TREE WALLS, DRIVEWAY APPROACHES, FENCES, LANDSCAPING, TREE DRIVEWAY APPROACHES, FENCES, LANDSCAPING, TREE DRIVEWAY APPROACHES, FENCES, LANDSCAPING, TREE APPROACHES, FENCES, LANDSCAPING, TREE APPROACHES, FENCES, LANDSCAPING, TREE FENCES, LANDSCAPING, TREE FENCES, LANDSCAPING, TREE LANDSCAPING, TREE LANDSCAPING, TREE TREE TREE REMOVAL, STORM DRAINAGE IMPROVEMENTS, ETC..

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SARATOGA

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LOS GATOS

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17

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CAMPBELL

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101

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152

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152

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GILROY

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156

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MORGAN HILL

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880

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PALO ALTO

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CUPERTINO

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ALTOS

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LOS

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280

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680

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SAN JOSE

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MILPITAS

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SUNNYVALE

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130

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AS-BUILT PLANS STATEMENT THIS IS A TRUE COPY OF THE AS-BUILT PLANS. THERE IS A TRUE COPY OF THE AS-BUILT PLANS. THERE IS A TRUE COPY OF THE AS-BUILT PLANS. THERE A TRUE COPY OF THE AS-BUILT PLANS. THERE A TRUE COPY OF THE AS-BUILT PLANS. THERE TRUE COPY OF THE AS-BUILT PLANS. THERE TRUE COPY OF THE AS-BUILT PLANS. THERE COPY OF THE AS-BUILT PLANS. THERE COPY OF THE AS-BUILT PLANS. THERE OF THE AS-BUILT PLANS. THERE OF THE AS-BUILT PLANS. THERE THE AS-BUILT PLANS. THERE THE AS-BUILT PLANS. THERE AS-BUILT PLANS. THERE AS-BUILT PLANS. THERE PLANS. THERE PLANS. THERE THERE THERE (___ WERE) (___ WERE NOT) MINOR FIELD CHANGES - WERE) (___ WERE NOT) MINOR FIELD CHANGES - WERE) (___ WERE NOT) MINOR FIELD CHANGES - (___ WERE NOT) MINOR FIELD CHANGES - (___ WERE NOT) MINOR FIELD CHANGES - WERE NOT) MINOR FIELD CHANGES - WERE NOT) MINOR FIELD CHANGES - NOT) MINOR FIELD CHANGES - NOT) MINOR FIELD CHANGES - MINOR FIELD CHANGES - MINOR FIELD CHANGES - FIELD CHANGES - FIELD CHANGES - CHANGES - CHANGES - - - MARKED WITH THE SYMBOL (^). THERE (___WERE) (___ WITH THE SYMBOL (^). THERE (___WERE) (___ WITH THE SYMBOL (^). THERE (___WERE) (___ THE SYMBOL (^). THERE (___WERE) (___ THE SYMBOL (^). THERE (___WERE) (___ SYMBOL (^). THERE (___WERE) (___ SYMBOL (^). THERE (___WERE) (___ (^). THERE (___WERE) (___ (^). THERE (___WERE) (___ THERE (___WERE) (___ THERE (___WERE) (___ (___WERE) (___ (___WERE) (___ (___ (___ WERE NOT) PLAN REVISIONS INDICATING SIGNIFICANT NOT) PLAN REVISIONS INDICATING SIGNIFICANT NOT) PLAN REVISIONS INDICATING SIGNIFICANT PLAN REVISIONS INDICATING SIGNIFICANT PLAN REVISIONS INDICATING SIGNIFICANT REVISIONS INDICATING SIGNIFICANT REVISIONS INDICATING SIGNIFICANT INDICATING SIGNIFICANT INDICATING SIGNIFICANT SIGNIFICANT SIGNIFICANT CHANGES REVIEWED BY THE COUNTY ENGINEER AND MARKED REVIEWED BY THE COUNTY ENGINEER AND MARKED REVIEWED BY THE COUNTY ENGINEER AND MARKED BY THE COUNTY ENGINEER AND MARKED BY THE COUNTY ENGINEER AND MARKED THE COUNTY ENGINEER AND MARKED THE COUNTY ENGINEER AND MARKED COUNTY ENGINEER AND MARKED COUNTY ENGINEER AND MARKED ENGINEER AND MARKED ENGINEER AND MARKED AND MARKED AND MARKED MARKED MARKED WITH THE SYMBOL Δ. DATE SIGNATURE NOTE: THIS STATEMENT IS TO BE SIGNED BY THE PERSON THIS STATEMENT IS TO BE SIGNED BY THE PERSON THIS STATEMENT IS TO BE SIGNED BY THE PERSON STATEMENT IS TO BE SIGNED BY THE PERSON STATEMENT IS TO BE SIGNED BY THE PERSON IS TO BE SIGNED BY THE PERSON IS TO BE SIGNED BY THE PERSON TO BE SIGNED BY THE PERSON TO BE SIGNED BY THE PERSON BE SIGNED BY THE PERSON BE SIGNED BY THE PERSON SIGNED BY THE PERSON SIGNED BY THE PERSON BY THE PERSON BY THE PERSON THE PERSON THE PERSON PERSON PERSON AUTHORIZED BY THE COUNTY ENGINEER TO PERFORM THE BY THE COUNTY ENGINEER TO PERFORM THE BY THE COUNTY ENGINEER TO PERFORM THE THE COUNTY ENGINEER TO PERFORM THE THE COUNTY ENGINEER TO PERFORM THE COUNTY ENGINEER TO PERFORM THE COUNTY ENGINEER TO PERFORM THE ENGINEER TO PERFORM THE ENGINEER TO PERFORM THE TO PERFORM THE TO PERFORM THE PERFORM THE PERFORM THE THE THE INSPECTION WORK. A REPRODUCIBLE COPYOF THE AS-BUILT WORK. A REPRODUCIBLE COPYOF THE AS-BUILT WORK. A REPRODUCIBLE COPYOF THE AS-BUILT A REPRODUCIBLE COPYOF THE AS-BUILT A REPRODUCIBLE COPYOF THE AS-BUILT REPRODUCIBLE COPYOF THE AS-BUILT REPRODUCIBLE COPYOF THE AS-BUILT COPYOF THE AS-BUILT COPYOF THE AS-BUILT THE AS-BUILT THE AS-BUILT AS-BUILT AS-BUILT PLANS MUST BE FURNISHED TO THE COUNTY ENGINEER MUST BE FURNISHED TO THE COUNTY ENGINEER MUST BE FURNISHED TO THE COUNTY ENGINEER BE FURNISHED TO THE COUNTY ENGINEER BE FURNISHED TO THE COUNTY ENGINEER FURNISHED TO THE COUNTY ENGINEER FURNISHED TO THE COUNTY ENGINEER TO THE COUNTY ENGINEER TO THE COUNTY ENGINEER THE COUNTY ENGINEER THE COUNTY ENGINEER COUNTY ENGINEER COUNTY ENGINEER ENGINEER ENGINEER AFTERCONSTRUCTION.

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PORTLAND CEMENT CONCRETE 1.CONCRETE USED FOR STRUCTURAL PURPOSES SHALL BE CLASS "A" (6 SACK CONCRETE USED FOR STRUCTURAL PURPOSES SHALL BE CLASS "A" (6 SACK PER CUBIC YARD) AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. CONCRETE PLACED MUST DEVELOP A MINIMUM STRENGTH FACTOR OF 2800 PSI IN A SEVEN-DAY PERIOD. THE CONCRETE MIX DESIGN SHALL BE UNDER THE CONTINUAL CONTROL OF THE COUNTY INSPECTOR.

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SANITARY SEWER 1.THE SANITARY SEWER AND WATER UTILITIES SHOWN ON THESE PLANS ARE NOT THE SANITARY SEWER AND WATER UTILITIES SHOWN ON THESE PLANS ARE NOT PART OF THIS GRADING PERMIT AND ARE SHOWN FOR REFERENCE ONLY. 2.ALL MATERIALS AND METHODS OF CONSTRUCTION OF SANITARY SEWERS SHALL ALL MATERIALS AND METHODS OF CONSTRUCTION OF SANITARY SEWERS SHALL CONFORM TO THE SPECIFICATIONS OF THE JURISDICTION INVOLVED. INSPECTION OF SANITARY SEWER WORK SHALL BE DONE BY SAID JURISDICTION.

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STORM DRAINAGE AND STORMWATER MANAGEMENT 1.DEVELOPER IS RESPONSIBLE FOR ALL NECESSARY DRAINAGE FACILITIES WHETHER DEVELOPER IS RESPONSIBLE FOR ALL NECESSARY DRAINAGE FACILITIES WHETHER IS RESPONSIBLE FOR ALL NECESSARY DRAINAGE FACILITIES WHETHER IS RESPONSIBLE FOR ALL NECESSARY DRAINAGE FACILITIES WHETHER RESPONSIBLE FOR ALL NECESSARY DRAINAGE FACILITIES WHETHER RESPONSIBLE FOR ALL NECESSARY DRAINAGE FACILITIES WHETHER FOR ALL NECESSARY DRAINAGE FACILITIES WHETHER FOR ALL NECESSARY DRAINAGE FACILITIES WHETHER ALL NECESSARY DRAINAGE FACILITIES WHETHER ALL NECESSARY DRAINAGE FACILITIES WHETHER NECESSARY DRAINAGE FACILITIES WHETHER NECESSARY DRAINAGE FACILITIES WHETHER DRAINAGE FACILITIES WHETHER DRAINAGE FACILITIES WHETHER FACILITIES WHETHER FACILITIES WHETHER WHETHER WHETHER SHOWN ON THE PLANS OR NOT AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE ON THE PLANS OR NOT AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE ON THE PLANS OR NOT AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE THE PLANS OR NOT AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE THE PLANS OR NOT AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE PLANS OR NOT AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE PLANS OR NOT AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE OR NOT AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE OR NOT AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE NOT AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE NOT AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE HE OR HIS SUCCESSOR PROPERTY OWNERS ARE HE OR HIS SUCCESSOR PROPERTY OWNERS ARE OR HIS SUCCESSOR PROPERTY OWNERS ARE OR HIS SUCCESSOR PROPERTY OWNERS ARE HIS SUCCESSOR PROPERTY OWNERS ARE HIS SUCCESSOR PROPERTY OWNERS ARE SUCCESSOR PROPERTY OWNERS ARE SUCCESSOR PROPERTY OWNERS ARE PROPERTY OWNERS ARE PROPERTY OWNERS ARE OWNERS ARE OWNERS ARE ARE ARE RESPONSIBLE FOR THE ADEQUACY AND CONTINUED MAINTENANCE OF THESE FOR THE ADEQUACY AND CONTINUED MAINTENANCE OF THESE FOR THE ADEQUACY AND CONTINUED MAINTENANCE OF THESE THE ADEQUACY AND CONTINUED MAINTENANCE OF THESE THE ADEQUACY AND CONTINUED MAINTENANCE OF THESE ADEQUACY AND CONTINUED MAINTENANCE OF THESE ADEQUACY AND CONTINUED MAINTENANCE OF THESE AND CONTINUED MAINTENANCE OF THESE AND CONTINUED MAINTENANCE OF THESE CONTINUED MAINTENANCE OF THESE CONTINUED MAINTENANCE OF THESE MAINTENANCE OF THESE MAINTENANCE OF THESE OF THESE OF THESE THESE THESE FACILITIES IN A MANNER WHICH WILL PRECLUDE ANY HAZARD TO LIFE, HEALTH, OR IN A MANNER WHICH WILL PRECLUDE ANY HAZARD TO LIFE, HEALTH, OR IN A MANNER WHICH WILL PRECLUDE ANY HAZARD TO LIFE, HEALTH, OR A MANNER WHICH WILL PRECLUDE ANY HAZARD TO LIFE, HEALTH, OR A MANNER WHICH WILL PRECLUDE ANY HAZARD TO LIFE, HEALTH, OR MANNER WHICH WILL PRECLUDE ANY HAZARD TO LIFE, HEALTH, OR MANNER WHICH WILL PRECLUDE ANY HAZARD TO LIFE, HEALTH, OR WHICH WILL PRECLUDE ANY HAZARD TO LIFE, HEALTH, OR WHICH WILL PRECLUDE ANY HAZARD TO LIFE, HEALTH, OR WILL PRECLUDE ANY HAZARD TO LIFE, HEALTH, OR WILL PRECLUDE ANY HAZARD TO LIFE, HEALTH, OR PRECLUDE ANY HAZARD TO LIFE, HEALTH, OR PRECLUDE ANY HAZARD TO LIFE, HEALTH, OR ANY HAZARD TO LIFE, HEALTH, OR ANY HAZARD TO LIFE, HEALTH, OR HAZARD TO LIFE, HEALTH, OR HAZARD TO LIFE, HEALTH, OR TO LIFE, HEALTH, OR TO LIFE, HEALTH, OR LIFE, HEALTH, OR LIFE, HEALTH, OR HEALTH, OR HEALTH, OR OR OR DAMAGE TO ADJOINING PROPERTY, CONSISTENT WITH NPDES PERMIT CAS612008 / TO ADJOINING PROPERTY, CONSISTENT WITH NPDES PERMIT CAS612008 / TO ADJOINING PROPERTY, CONSISTENT WITH NPDES PERMIT CAS612008 / ADJOINING PROPERTY, CONSISTENT WITH NPDES PERMIT CAS612008 / ADJOINING PROPERTY, CONSISTENT WITH NPDES PERMIT CAS612008 / PROPERTY, CONSISTENT WITH NPDES PERMIT CAS612008 / PROPERTY, CONSISTENT WITH NPDES PERMIT CAS612008 / CONSISTENT WITH NPDES PERMIT CAS612008 / CONSISTENT WITH NPDES PERMIT CAS612008 / WITH NPDES PERMIT CAS612008 / WITH NPDES PERMIT CAS612008 / NPDES PERMIT CAS612008 / NPDES PERMIT CAS612008 / PERMIT CAS612008 / PERMIT CAS612008 / CAS612008 / CAS612008 / / / ORDER NO. R2-2009-0047 AND NPDES PERMIT CAS000004/ ORDER NO. NO. R2-2009-0047 AND NPDES PERMIT CAS000004/ ORDER NO. NO. R2-2009-0047 AND NPDES PERMIT CAS000004/ ORDER NO. R2-2009-0047 AND NPDES PERMIT CAS000004/ ORDER NO. R2-2009-0047 AND NPDES PERMIT CAS000004/ ORDER NO. AND NPDES PERMIT CAS000004/ ORDER NO. AND NPDES PERMIT CAS000004/ ORDER NO. NPDES PERMIT CAS000004/ ORDER NO. NPDES PERMIT CAS000004/ ORDER NO. PERMIT CAS000004/ ORDER NO. PERMIT CAS000004/ ORDER NO. CAS000004/ ORDER NO. CAS000004/ ORDER NO. ORDER NO. ORDER NO. NO. NO. 2013-0001-DWQ. 2.DROP INLETS SHALL BE COUNTY STANDARD TYPE 5 UNLESS OTHERWISE NOTED ON DROP INLETS SHALL BE COUNTY STANDARD TYPE 5 UNLESS OTHERWISE NOTED ON INLETS SHALL BE COUNTY STANDARD TYPE 5 UNLESS OTHERWISE NOTED ON INLETS SHALL BE COUNTY STANDARD TYPE 5 UNLESS OTHERWISE NOTED ON SHALL BE COUNTY STANDARD TYPE 5 UNLESS OTHERWISE NOTED ON SHALL BE COUNTY STANDARD TYPE 5 UNLESS OTHERWISE NOTED ON BE COUNTY STANDARD TYPE 5 UNLESS OTHERWISE NOTED ON BE COUNTY STANDARD TYPE 5 UNLESS OTHERWISE NOTED ON COUNTY STANDARD TYPE 5 UNLESS OTHERWISE NOTED ON COUNTY STANDARD TYPE 5 UNLESS OTHERWISE NOTED ON STANDARD TYPE 5 UNLESS OTHERWISE NOTED ON STANDARD TYPE 5 UNLESS OTHERWISE NOTED ON TYPE 5 UNLESS OTHERWISE NOTED ON TYPE 5 UNLESS OTHERWISE NOTED ON 5 UNLESS OTHERWISE NOTED ON 5 UNLESS OTHERWISE NOTED ON UNLESS OTHERWISE NOTED ON UNLESS OTHERWISE NOTED ON OTHERWISE NOTED ON OTHERWISE NOTED ON NOTED ON NOTED ON ON ON THE PLANS. THE DEVELOPER'S ENGINEER SHALL BE RESPONSIBLE FOR THE PROPER PLANS. THE DEVELOPER'S ENGINEER SHALL BE RESPONSIBLE FOR THE PROPER PLANS. THE DEVELOPER'S ENGINEER SHALL BE RESPONSIBLE FOR THE PROPER THE DEVELOPER'S ENGINEER SHALL BE RESPONSIBLE FOR THE PROPER THE DEVELOPER'S ENGINEER SHALL BE RESPONSIBLE FOR THE PROPER DEVELOPER'S ENGINEER SHALL BE RESPONSIBLE FOR THE PROPER DEVELOPER'S ENGINEER SHALL BE RESPONSIBLE FOR THE PROPER ENGINEER SHALL BE RESPONSIBLE FOR THE PROPER ENGINEER SHALL BE RESPONSIBLE FOR THE PROPER SHALL BE RESPONSIBLE FOR THE PROPER SHALL BE RESPONSIBLE FOR THE PROPER BE RESPONSIBLE FOR THE PROPER BE RESPONSIBLE FOR THE PROPER RESPONSIBLE FOR THE PROPER RESPONSIBLE FOR THE PROPER FOR THE PROPER FOR THE PROPER THE PROPER THE PROPER PROPER PROPER LOCATION OF DROP INLETS. WHERE STREET PROFILE GRADE EXCEEDS 6% DROP OF DROP INLETS. WHERE STREET PROFILE GRADE EXCEEDS 6% DROP OF DROP INLETS. WHERE STREET PROFILE GRADE EXCEEDS 6% DROP DROP INLETS. WHERE STREET PROFILE GRADE EXCEEDS 6% DROP DROP INLETS. WHERE STREET PROFILE GRADE EXCEEDS 6% DROP INLETS. WHERE STREET PROFILE GRADE EXCEEDS 6% DROP INLETS. WHERE STREET PROFILE GRADE EXCEEDS 6% DROP WHERE STREET PROFILE GRADE EXCEEDS 6% DROP WHERE STREET PROFILE GRADE EXCEEDS 6% DROP STREET PROFILE GRADE EXCEEDS 6% DROP STREET PROFILE GRADE EXCEEDS 6% DROP PROFILE GRADE EXCEEDS 6% DROP PROFILE GRADE EXCEEDS 6% DROP GRADE EXCEEDS 6% DROP GRADE EXCEEDS 6% DROP EXCEEDS 6% DROP EXCEEDS 6% DROP 6% DROP 6% DROP DROP DROP INLETS SHALL BE SET AT 50O ANGLE CURB LINE TO ACCEPT WATER OR AS SHOWN SHALL BE SET AT 50O ANGLE CURB LINE TO ACCEPT WATER OR AS SHOWN SHALL BE SET AT 50O ANGLE CURB LINE TO ACCEPT WATER OR AS SHOWN BE SET AT 50O ANGLE CURB LINE TO ACCEPT WATER OR AS SHOWN BE SET AT 50O ANGLE CURB LINE TO ACCEPT WATER OR AS SHOWN SET AT 50O ANGLE CURB LINE TO ACCEPT WATER OR AS SHOWN SET AT 50O ANGLE CURB LINE TO ACCEPT WATER OR AS SHOWN AT 50O ANGLE CURB LINE TO ACCEPT WATER OR AS SHOWN AT 50O ANGLE CURB LINE TO ACCEPT WATER OR AS SHOWN 50O ANGLE CURB LINE TO ACCEPT WATER OR AS SHOWN 50O ANGLE CURB LINE TO ACCEPT WATER OR AS SHOWN ANGLE CURB LINE TO ACCEPT WATER OR AS SHOWN ANGLE CURB LINE TO ACCEPT WATER OR AS SHOWN CURB LINE TO ACCEPT WATER OR AS SHOWN CURB LINE TO ACCEPT WATER OR AS SHOWN LINE TO ACCEPT WATER OR AS SHOWN LINE TO ACCEPT WATER OR AS SHOWN TO ACCEPT WATER OR AS SHOWN TO ACCEPT WATER OR AS SHOWN ACCEPT WATER OR AS SHOWN ACCEPT WATER OR AS SHOWN WATER OR AS SHOWN WATER OR AS SHOWN OR AS SHOWN OR AS SHOWN AS SHOWN AS SHOWN SHOWN SHOWN ON THE PLANS. 3.WHERE CULVERTS ARE INSTALLED THE DEVELOPER SHALL BE RESPONSIBLE FOR WHERE CULVERTS ARE INSTALLED THE DEVELOPER SHALL BE RESPONSIBLE FOR CULVERTS ARE INSTALLED THE DEVELOPER SHALL BE RESPONSIBLE FOR CULVERTS ARE INSTALLED THE DEVELOPER SHALL BE RESPONSIBLE FOR ARE INSTALLED THE DEVELOPER SHALL BE RESPONSIBLE FOR ARE INSTALLED THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLED THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLED THE DEVELOPER SHALL BE RESPONSIBLE FOR THE DEVELOPER SHALL BE RESPONSIBLE FOR THE DEVELOPER SHALL BE RESPONSIBLE FOR DEVELOPER SHALL BE RESPONSIBLE FOR DEVELOPER SHALL BE RESPONSIBLE FOR SHALL BE RESPONSIBLE FOR SHALL BE RESPONSIBLE FOR BE RESPONSIBLE FOR BE RESPONSIBLE FOR RESPONSIBLE FOR RESPONSIBLE FOR FOR FOR GRADING THE OUTLET DITCH TO DRAIN TO AN EXISTING SWALE OR TO AN OPEN THE OUTLET DITCH TO DRAIN TO AN EXISTING SWALE OR TO AN OPEN THE OUTLET DITCH TO DRAIN TO AN EXISTING SWALE OR TO AN OPEN OUTLET DITCH TO DRAIN TO AN EXISTING SWALE OR TO AN OPEN OUTLET DITCH TO DRAIN TO AN EXISTING SWALE OR TO AN OPEN DITCH TO DRAIN TO AN EXISTING SWALE OR TO AN OPEN DITCH TO DRAIN TO AN EXISTING SWALE OR TO AN OPEN TO DRAIN TO AN EXISTING SWALE OR TO AN OPEN TO DRAIN TO AN EXISTING SWALE OR TO AN OPEN DRAIN TO AN EXISTING SWALE OR TO AN OPEN DRAIN TO AN EXISTING SWALE OR TO AN OPEN TO AN EXISTING SWALE OR TO AN OPEN TO AN EXISTING SWALE OR TO AN OPEN AN EXISTING SWALE OR TO AN OPEN AN EXISTING SWALE OR TO AN OPEN EXISTING SWALE OR TO AN OPEN EXISTING SWALE OR TO AN OPEN SWALE OR TO AN OPEN SWALE OR TO AN OPEN OR TO AN OPEN OR TO AN OPEN TO AN OPEN TO AN OPEN AN OPEN AN OPEN OPEN OPEN AREA FOR SHEET FLOW. 4.UPON INSTALLATION OF DRIVEWAY CONNECTIONS, PROPERTY OWNERS SHALL PROVIDE UPON INSTALLATION OF DRIVEWAY CONNECTIONS, PROPERTY OWNERS SHALL PROVIDE INSTALLATION OF DRIVEWAY CONNECTIONS, PROPERTY OWNERS SHALL PROVIDE INSTALLATION OF DRIVEWAY CONNECTIONS, PROPERTY OWNERS SHALL PROVIDE OF DRIVEWAY CONNECTIONS, PROPERTY OWNERS SHALL PROVIDE OF DRIVEWAY CONNECTIONS, PROPERTY OWNERS SHALL PROVIDE DRIVEWAY CONNECTIONS, PROPERTY OWNERS SHALL PROVIDE DRIVEWAY CONNECTIONS, PROPERTY OWNERS SHALL PROVIDE CONNECTIONS, PROPERTY OWNERS SHALL PROVIDE CONNECTIONS, PROPERTY OWNERS SHALL PROVIDE PROPERTY OWNERS SHALL PROVIDE PROPERTY OWNERS SHALL PROVIDE OWNERS SHALL PROVIDE OWNERS SHALL PROVIDE SHALL PROVIDE SHALL PROVIDE PROVIDE PROVIDE FOR THE UNINTERRUPTED FLOW OF WATER IN ROADSIDE DITCHES. 5.THE COUNTY SHALL INSPECT UNDERGROUND DRAINAGE IMPROVEMENTS AND THE COUNTY SHALL INSPECT UNDERGROUND DRAINAGE IMPROVEMENTS AND COUNTY SHALL INSPECT UNDERGROUND DRAINAGE IMPROVEMENTS AND COUNTY SHALL INSPECT UNDERGROUND DRAINAGE IMPROVEMENTS AND SHALL INSPECT UNDERGROUND DRAINAGE IMPROVEMENTS AND SHALL INSPECT UNDERGROUND DRAINAGE IMPROVEMENTS AND INSPECT UNDERGROUND DRAINAGE IMPROVEMENTS AND INSPECT UNDERGROUND DRAINAGE IMPROVEMENTS AND UNDERGROUND DRAINAGE IMPROVEMENTS AND UNDERGROUND DRAINAGE IMPROVEMENTS AND DRAINAGE IMPROVEMENTS AND DRAINAGE IMPROVEMENTS AND IMPROVEMENTS AND IMPROVEMENTS AND AND AND STORMWATER MANAGEMENT FEATURES PRIOR TO BACKFILL.

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STREET LIGHTING 1.PACIFIC GAS & ELECTRIC ELECTROLIER SERVICE FEE SHALL BE PAID BY THE PACIFIC GAS & ELECTRIC ELECTROLIER SERVICE FEE SHALL BE PAID BY THE DEVELOPER AND/OR HIS AUTHORIZED REPRESENTATIVE.

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GEOTECHNICAL ENGINEER OBSERVATION A CONSTRUCTION OBSERVATION LETTER FROM THE CONSTRUCTION OBSERVATION LETTER FROM THE CONSTRUCTION OBSERVATION LETTER FROM THE OBSERVATION LETTER FROM THE OBSERVATION LETTER FROM THE LETTER FROM THE LETTER FROM THE FROM THE FROM THE THE THE RESPONSIBLE GEOTECHNICAL ENGINEER AND ENGINEERING GEOTECHNICAL ENGINEER AND ENGINEERING GEOTECHNICAL ENGINEER AND ENGINEERING ENGINEER AND ENGINEERING ENGINEER AND ENGINEERING AND ENGINEERING AND ENGINEERING ENGINEERING ENGINEERING GEOLOGIST DETAILING CONSTRUCTION OBSERVATIONS AND DETAILING CONSTRUCTION OBSERVATIONS AND DETAILING CONSTRUCTION OBSERVATIONS AND CONSTRUCTION OBSERVATIONS AND CONSTRUCTION OBSERVATIONS AND OBSERVATIONS AND OBSERVATIONS AND AND AND CERTIFYING THAT THE WORK WAS DONE IN ACCORDANCE THAT THE WORK WAS DONE IN ACCORDANCE THAT THE WORK WAS DONE IN ACCORDANCE THE WORK WAS DONE IN ACCORDANCE THE WORK WAS DONE IN ACCORDANCE WORK WAS DONE IN ACCORDANCE WORK WAS DONE IN ACCORDANCE WAS DONE IN ACCORDANCE WAS DONE IN ACCORDANCE DONE IN ACCORDANCE DONE IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL AND THE RECOMMENDATIONS IN THE GEOTECHNICAL AND THE RECOMMENDATIONS IN THE GEOTECHNICAL AND RECOMMENDATIONS IN THE GEOTECHNICAL AND RECOMMENDATIONS IN THE GEOTECHNICAL AND IN THE GEOTECHNICAL AND IN THE GEOTECHNICAL AND THE GEOTECHNICAL AND THE GEOTECHNICAL AND GEOTECHNICAL AND GEOTECHNICAL AND AND AND GEOLOGIC REPORTS SHALL BE SUBMITTED PRIOR TO THE REPORTS SHALL BE SUBMITTED PRIOR TO THE REPORTS SHALL BE SUBMITTED PRIOR TO THE SHALL BE SUBMITTED PRIOR TO THE SHALL BE SUBMITTED PRIOR TO THE BE SUBMITTED PRIOR TO THE BE SUBMITTED PRIOR TO THE SUBMITTED PRIOR TO THE SUBMITTED PRIOR TO THE PRIOR TO THE PRIOR TO THE TO THE TO THE THE THE GRADING COMPLETION AND RELEASE OF THE BOND.

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AIR QUALITY, LANDSCAPING AND EROSION CONTROL 1.WATER ALL ACTIVE CONSTRUCTION AREAS AT LEAST TWICE DAILY. WATER ALL ACTIVE CONSTRUCTION AREAS AT LEAST TWICE DAILY. 2. COVER ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO COVER ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO COVER ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO COVER ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO HAULING SOIL, SAND, AND OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO HAULING SOIL, SAND, AND OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO SOIL, SAND, AND OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO SOIL, SAND, AND OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO SAND, AND OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO SAND, AND OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO AND OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO AND OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO OTHER LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO LOOSE MATERIALS OR REQUIRE ALL TRUCKS TO MATERIALS OR REQUIRE ALL TRUCKS TO MATERIALS OR REQUIRE ALL TRUCKS TO OR REQUIRE ALL TRUCKS TO OR REQUIRE ALL TRUCKS TO REQUIRE ALL TRUCKS TO REQUIRE ALL TRUCKS TO ALL TRUCKS TO ALL TRUCKS TO TRUCKS TO TRUCKS TO TO TO MAINTAIN AT LEAST TWO FEET OF FREEBOARD. 3.PAVE, APPLY WATER THREE TIMES DAILY, OR APPLY (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED PAVE, APPLY WATER THREE TIMES DAILY, OR APPLY (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED APPLY WATER THREE TIMES DAILY, OR APPLY (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED APPLY WATER THREE TIMES DAILY, OR APPLY (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED WATER THREE TIMES DAILY, OR APPLY (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED WATER THREE TIMES DAILY, OR APPLY (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED THREE TIMES DAILY, OR APPLY (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED THREE TIMES DAILY, OR APPLY (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED TIMES DAILY, OR APPLY (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED TIMES DAILY, OR APPLY (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED DAILY, OR APPLY (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED DAILY, OR APPLY (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED OR APPLY (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED OR APPLY (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED APPLY (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED APPLY (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED (NON-TOXIC) SOIL STABILIZERS ON ALL UNPAVED SOIL STABILIZERS ON ALL UNPAVED SOIL STABILIZERS ON ALL UNPAVED STABILIZERS ON ALL UNPAVED STABILIZERS ON ALL UNPAVED ON ALL UNPAVED ON ALL UNPAVED ALL UNPAVED ALL UNPAVED UNPAVED UNPAVED ACCESS ROADS, PARKING AREAS AND STAGING AREAS AT CONSTRUCTION SITES. 4.SWEEP DAILY (WITH WATER SWEEPERS) ALL PAVED ACCESS ROADS, PARKING AREAS AND STAGING SWEEP DAILY (WITH WATER SWEEPERS) ALL PAVED ACCESS ROADS, PARKING AREAS AND STAGING DAILY (WITH WATER SWEEPERS) ALL PAVED ACCESS ROADS, PARKING AREAS AND STAGING DAILY (WITH WATER SWEEPERS) ALL PAVED ACCESS ROADS, PARKING AREAS AND STAGING (WITH WATER SWEEPERS) ALL PAVED ACCESS ROADS, PARKING AREAS AND STAGING (WITH WATER SWEEPERS) ALL PAVED ACCESS ROADS, PARKING AREAS AND STAGING WATER SWEEPERS) ALL PAVED ACCESS ROADS, PARKING AREAS AND STAGING WATER SWEEPERS) ALL PAVED ACCESS ROADS, PARKING AREAS AND STAGING SWEEPERS) ALL PAVED ACCESS ROADS, PARKING AREAS AND STAGING SWEEPERS) ALL PAVED ACCESS ROADS, PARKING AREAS AND STAGING ALL PAVED ACCESS ROADS, PARKING AREAS AND STAGING ALL PAVED ACCESS ROADS, PARKING AREAS AND STAGING PAVED ACCESS ROADS, PARKING AREAS AND STAGING PAVED ACCESS ROADS, PARKING AREAS AND STAGING ACCESS ROADS, PARKING AREAS AND STAGING ACCESS ROADS, PARKING AREAS AND STAGING ROADS, PARKING AREAS AND STAGING ROADS, PARKING AREAS AND STAGING PARKING AREAS AND STAGING PARKING AREAS AND STAGING AREAS AND STAGING AREAS AND STAGING AND STAGING AND STAGING STAGING STAGING AREAS AT CONSTRUCTION SITES. THE USE OF DRY POWDER SWEEPING IS PROHIBITED. 5.SWEEP STREETS DAILY (WITH WATER SWEEPERS) IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT SWEEP STREETS DAILY (WITH WATER SWEEPERS) IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT STREETS DAILY (WITH WATER SWEEPERS) IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT STREETS DAILY (WITH WATER SWEEPERS) IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT DAILY (WITH WATER SWEEPERS) IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT DAILY (WITH WATER SWEEPERS) IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT (WITH WATER SWEEPERS) IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT (WITH WATER SWEEPERS) IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT WATER SWEEPERS) IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT WATER SWEEPERS) IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT SWEEPERS) IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT SWEEPERS) IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT SOIL MATERIAL IS CARRIED ONTO ADJACENT SOIL MATERIAL IS CARRIED ONTO ADJACENT MATERIAL IS CARRIED ONTO ADJACENT MATERIAL IS CARRIED ONTO ADJACENT IS CARRIED ONTO ADJACENT IS CARRIED ONTO ADJACENT CARRIED ONTO ADJACENT CARRIED ONTO ADJACENT ONTO ADJACENT ONTO ADJACENT ADJACENT ADJACENT PUBLIC STREETS. THE USE OF DRY POWDER SWEEPING IS PROHIBITED. 6.ALL CONSTRUCTION VEHICLES, EQUIPMENT AND DELIVERY TRUCKS SHALL HAVE A MAXIMUM IDLING ALL CONSTRUCTION VEHICLES, EQUIPMENT AND DELIVERY TRUCKS SHALL HAVE A MAXIMUM IDLING CONSTRUCTION VEHICLES, EQUIPMENT AND DELIVERY TRUCKS SHALL HAVE A MAXIMUM IDLING CONSTRUCTION VEHICLES, EQUIPMENT AND DELIVERY TRUCKS SHALL HAVE A MAXIMUM IDLING VEHICLES, EQUIPMENT AND DELIVERY TRUCKS SHALL HAVE A MAXIMUM IDLING VEHICLES, EQUIPMENT AND DELIVERY TRUCKS SHALL HAVE A MAXIMUM IDLING EQUIPMENT AND DELIVERY TRUCKS SHALL HAVE A MAXIMUM IDLING EQUIPMENT AND DELIVERY TRUCKS SHALL HAVE A MAXIMUM IDLING AND DELIVERY TRUCKS SHALL HAVE A MAXIMUM IDLING AND DELIVERY TRUCKS SHALL HAVE A MAXIMUM IDLING DELIVERY TRUCKS SHALL HAVE A MAXIMUM IDLING DELIVERY TRUCKS SHALL HAVE A MAXIMUM IDLING TRUCKS SHALL HAVE A MAXIMUM IDLING TRUCKS SHALL HAVE A MAXIMUM IDLING SHALL HAVE A MAXIMUM IDLING SHALL HAVE A MAXIMUM IDLING HAVE A MAXIMUM IDLING HAVE A MAXIMUM IDLING HAVE A MAXIMUM IDLING A MAXIMUM IDLING A MAXIMUM IDLING MAXIMUM IDLING MAXIMUM IDLING IDLING IDLING TIME OF 5 MINUTES (AS REQUIRED BY THE CALIFORNIA AIRBORNE TOXIC CONTROL MEASURE TITLE 13, OF 5 MINUTES (AS REQUIRED BY THE CALIFORNIA AIRBORNE TOXIC CONTROL MEASURE TITLE 13, OF 5 MINUTES (AS REQUIRED BY THE CALIFORNIA AIRBORNE TOXIC CONTROL MEASURE TITLE 13, 5 MINUTES (AS REQUIRED BY THE CALIFORNIA AIRBORNE TOXIC CONTROL MEASURE TITLE 13, 5 MINUTES (AS REQUIRED BY THE CALIFORNIA AIRBORNE TOXIC CONTROL MEASURE TITLE 13, MINUTES (AS REQUIRED BY THE CALIFORNIA AIRBORNE TOXIC CONTROL MEASURE TITLE 13, MINUTES (AS REQUIRED BY THE CALIFORNIA AIRBORNE TOXIC CONTROL MEASURE TITLE 13, (AS REQUIRED BY THE CALIFORNIA AIRBORNE TOXIC CONTROL MEASURE TITLE 13, (AS REQUIRED BY THE CALIFORNIA AIRBORNE TOXIC CONTROL MEASURE TITLE 13, REQUIRED BY THE CALIFORNIA AIRBORNE TOXIC CONTROL MEASURE TITLE 13, REQUIRED BY THE CALIFORNIA AIRBORNE TOXIC CONTROL MEASURE TITLE 13, BY THE CALIFORNIA AIRBORNE TOXIC CONTROL MEASURE TITLE 13, BY THE CALIFORNIA AIRBORNE TOXIC CONTROL MEASURE TITLE 13, THE CALIFORNIA AIRBORNE TOXIC CONTROL MEASURE TITLE 13, THE CALIFORNIA AIRBORNE TOXIC CONTROL MEASURE TITLE 13, CALIFORNIA AIRBORNE TOXIC CONTROL MEASURE TITLE 13, CALIFORNIA AIRBORNE TOXIC CONTROL MEASURE TITLE 13, AIRBORNE TOXIC CONTROL MEASURE TITLE 13, AIRBORNE TOXIC CONTROL MEASURE TITLE 13, TOXIC CONTROL MEASURE TITLE 13, TOXIC CONTROL MEASURE TITLE 13, CONTROL MEASURE TITLE 13, CONTROL MEASURE TITLE 13, MEASURE TITLE 13, MEASURE TITLE 13, TITLE 13, TITLE 13, 13, 13, SECTION 2485 OF CALIFORNIA CODE OF REGULATIONS (CCR)). ENGINES SHALL BE SHUT OFF IF 2485 OF CALIFORNIA CODE OF REGULATIONS (CCR)). ENGINES SHALL BE SHUT OFF IF 2485 OF CALIFORNIA CODE OF REGULATIONS (CCR)). ENGINES SHALL BE SHUT OFF IF OF CALIFORNIA CODE OF REGULATIONS (CCR)). ENGINES SHALL BE SHUT OFF IF OF CALIFORNIA CODE OF REGULATIONS (CCR)). ENGINES SHALL BE SHUT OFF IF CALIFORNIA CODE OF REGULATIONS (CCR)). ENGINES SHALL BE SHUT OFF IF CALIFORNIA CODE OF REGULATIONS (CCR)). ENGINES SHALL BE SHUT OFF IF CODE OF REGULATIONS (CCR)). ENGINES SHALL BE SHUT OFF IF CODE OF REGULATIONS (CCR)). ENGINES SHALL BE SHUT OFF IF OF REGULATIONS (CCR)). ENGINES SHALL BE SHUT OFF IF OF REGULATIONS (CCR)). ENGINES SHALL BE SHUT OFF IF REGULATIONS (CCR)). ENGINES SHALL BE SHUT OFF IF REGULATIONS (CCR)). ENGINES SHALL BE SHUT OFF IF (CCR)). ENGINES SHALL BE SHUT OFF IF (CCR)). ENGINES SHALL BE SHUT OFF IF ENGINES SHALL BE SHUT OFF IF ENGINES SHALL BE SHUT OFF IF ENGINES SHALL BE SHUT OFF IF SHALL BE SHUT OFF IF SHALL BE SHUT OFF IF BE SHUT OFF IF BE SHUT OFF IF SHUT OFF IF SHUT OFF IF OFF IF OFF IF IF IF CONSTRUCTION REQUIRES LONGER IDLING TIME UNLESS NECESSARY FOR PROPER OPERATION OF THE REQUIRES LONGER IDLING TIME UNLESS NECESSARY FOR PROPER OPERATION OF THE REQUIRES LONGER IDLING TIME UNLESS NECESSARY FOR PROPER OPERATION OF THE LONGER IDLING TIME UNLESS NECESSARY FOR PROPER OPERATION OF THE LONGER IDLING TIME UNLESS NECESSARY FOR PROPER OPERATION OF THE IDLING TIME UNLESS NECESSARY FOR PROPER OPERATION OF THE IDLING TIME UNLESS NECESSARY FOR PROPER OPERATION OF THE TIME UNLESS NECESSARY FOR PROPER OPERATION OF THE TIME UNLESS NECESSARY FOR PROPER OPERATION OF THE UNLESS NECESSARY FOR PROPER OPERATION OF THE UNLESS NECESSARY FOR PROPER OPERATION OF THE NECESSARY FOR PROPER OPERATION OF THE NECESSARY FOR PROPER OPERATION OF THE FOR PROPER OPERATION OF THE FOR PROPER OPERATION OF THE PROPER OPERATION OF THE PROPER OPERATION OF THE OPERATION OF THE OPERATION OF THE OF THE OF THE THE THE VEHICLE. 7.ALL VEHICLE SPEEDS ON UNPAVED ROADS SHALL BE LIMITED TO 15 MILES PER HOUR. ALL VEHICLE SPEEDS ON UNPAVED ROADS SHALL BE LIMITED TO 15 MILES PER HOUR. 8.ALL CONSTRUCTION EQUIPMENT SHALL BE MAINTAINED AND PROPERLY TUNED IN ACCORDANCE WITH ALL CONSTRUCTION EQUIPMENT SHALL BE MAINTAINED AND PROPERLY TUNED IN ACCORDANCE WITH CONSTRUCTION EQUIPMENT SHALL BE MAINTAINED AND PROPERLY TUNED IN ACCORDANCE WITH CONSTRUCTION EQUIPMENT SHALL BE MAINTAINED AND PROPERLY TUNED IN ACCORDANCE WITH EQUIPMENT SHALL BE MAINTAINED AND PROPERLY TUNED IN ACCORDANCE WITH EQUIPMENT SHALL BE MAINTAINED AND PROPERLY TUNED IN ACCORDANCE WITH SHALL BE MAINTAINED AND PROPERLY TUNED IN ACCORDANCE WITH SHALL BE MAINTAINED AND PROPERLY TUNED IN ACCORDANCE WITH BE MAINTAINED AND PROPERLY TUNED IN ACCORDANCE WITH BE MAINTAINED AND PROPERLY TUNED IN ACCORDANCE WITH MAINTAINED AND PROPERLY TUNED IN ACCORDANCE WITH MAINTAINED AND PROPERLY TUNED IN ACCORDANCE WITH AND PROPERLY TUNED IN ACCORDANCE WITH AND PROPERLY TUNED IN ACCORDANCE WITH PROPERLY TUNED IN ACCORDANCE WITH PROPERLY TUNED IN ACCORDANCE WITH TUNED IN ACCORDANCE WITH TUNED IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH MANUFACTURER'S SPECIFICATIONS. ALL EQUIPMENT SHALL BE CHECKED BY A CERTIFIED MECHANIC SPECIFICATIONS. ALL EQUIPMENT SHALL BE CHECKED BY A CERTIFIED MECHANIC SPECIFICATIONS. ALL EQUIPMENT SHALL BE CHECKED BY A CERTIFIED MECHANIC ALL EQUIPMENT SHALL BE CHECKED BY A CERTIFIED MECHANIC ALL EQUIPMENT SHALL BE CHECKED BY A CERTIFIED MECHANIC ALL EQUIPMENT SHALL BE CHECKED BY A CERTIFIED MECHANIC EQUIPMENT SHALL BE CHECKED BY A CERTIFIED MECHANIC EQUIPMENT SHALL BE CHECKED BY A CERTIFIED MECHANIC SHALL BE CHECKED BY A CERTIFIED MECHANIC SHALL BE CHECKED BY A CERTIFIED MECHANIC BE CHECKED BY A CERTIFIED MECHANIC BE CHECKED BY A CERTIFIED MECHANIC CHECKED BY A CERTIFIED MECHANIC CHECKED BY A CERTIFIED MECHANIC BY A CERTIFIED MECHANIC BY A CERTIFIED MECHANIC A CERTIFIED MECHANIC A CERTIFIED MECHANIC CERTIFIED MECHANIC CERTIFIED MECHANIC MECHANIC MECHANIC AND DETERMINED TO BE RUNNING IN PROPER CONDITION PRIOR TO OPERATION. 9.POST A SIGN THAT IS AT LEAST 32 SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR POST A SIGN THAT IS AT LEAST 32 SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR A SIGN THAT IS AT LEAST 32 SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR A SIGN THAT IS AT LEAST 32 SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR SIGN THAT IS AT LEAST 32 SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR SIGN THAT IS AT LEAST 32 SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR THAT IS AT LEAST 32 SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR THAT IS AT LEAST 32 SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR IS AT LEAST 32 SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR IS AT LEAST 32 SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR AT LEAST 32 SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR AT LEAST 32 SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR LEAST 32 SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR LEAST 32 SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR 32 SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR 32 SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR SQUARE FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR FEET MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR MINIMUM 2 INCHES LETTER HEIGHT VISIBLE NEAR 2 INCHES LETTER HEIGHT VISIBLE NEAR 2 INCHES LETTER HEIGHT VISIBLE NEAR INCHES LETTER HEIGHT VISIBLE NEAR INCHES LETTER HEIGHT VISIBLE NEAR LETTER HEIGHT VISIBLE NEAR LETTER HEIGHT VISIBLE NEAR HEIGHT VISIBLE NEAR HEIGHT VISIBLE NEAR VISIBLE NEAR VISIBLE NEAR NEAR NEAR THE ENTRANCE OF CONSTRUCTION SITE THAT IDENTIFIES THE FOLLOWING REQUIREMENTS. OBTAIN ENTRANCE OF CONSTRUCTION SITE THAT IDENTIFIES THE FOLLOWING REQUIREMENTS. OBTAIN ENTRANCE OF CONSTRUCTION SITE THAT IDENTIFIES THE FOLLOWING REQUIREMENTS. OBTAIN OF CONSTRUCTION SITE THAT IDENTIFIES THE FOLLOWING REQUIREMENTS. OBTAIN OF CONSTRUCTION SITE THAT IDENTIFIES THE FOLLOWING REQUIREMENTS. OBTAIN CONSTRUCTION SITE THAT IDENTIFIES THE FOLLOWING REQUIREMENTS. OBTAIN CONSTRUCTION SITE THAT IDENTIFIES THE FOLLOWING REQUIREMENTS. OBTAIN SITE THAT IDENTIFIES THE FOLLOWING REQUIREMENTS. OBTAIN SITE THAT IDENTIFIES THE FOLLOWING REQUIREMENTS. OBTAIN THAT IDENTIFIES THE FOLLOWING REQUIREMENTS. OBTAIN THAT IDENTIFIES THE FOLLOWING REQUIREMENTS. OBTAIN IDENTIFIES THE FOLLOWING REQUIREMENTS. OBTAIN IDENTIFIES THE FOLLOWING REQUIREMENTS. OBTAIN THE FOLLOWING REQUIREMENTS. OBTAIN THE FOLLOWING REQUIREMENTS. OBTAIN FOLLOWING REQUIREMENTS. OBTAIN FOLLOWING REQUIREMENTS. OBTAIN REQUIREMENTS. OBTAIN REQUIREMENTS. OBTAIN OBTAIN OBTAIN OBTAIN ENCROACHMENT PERMIT FOR SIGN FROM ROADS DEPARTMENT OR OTHER APPLICABLE AGENCY IF PERMIT FOR SIGN FROM ROADS DEPARTMENT OR OTHER APPLICABLE AGENCY IF PERMIT FOR SIGN FROM ROADS DEPARTMENT OR OTHER APPLICABLE AGENCY IF FOR SIGN FROM ROADS DEPARTMENT OR OTHER APPLICABLE AGENCY IF FOR SIGN FROM ROADS DEPARTMENT OR OTHER APPLICABLE AGENCY IF SIGN FROM ROADS DEPARTMENT OR OTHER APPLICABLE AGENCY IF SIGN FROM ROADS DEPARTMENT OR OTHER APPLICABLE AGENCY IF FROM ROADS DEPARTMENT OR OTHER APPLICABLE AGENCY IF FROM ROADS DEPARTMENT OR OTHER APPLICABLE AGENCY IF ROADS DEPARTMENT OR OTHER APPLICABLE AGENCY IF ROADS DEPARTMENT OR OTHER APPLICABLE AGENCY IF DEPARTMENT OR OTHER APPLICABLE AGENCY IF DEPARTMENT OR OTHER APPLICABLE AGENCY IF OR OTHER APPLICABLE AGENCY IF OR OTHER APPLICABLE AGENCY IF OTHER APPLICABLE AGENCY IF OTHER APPLICABLE AGENCY IF APPLICABLE AGENCY IF APPLICABLE AGENCY IF AGENCY IF AGENCY IF IF IF REQUIRED. A.15 MILES PER HOUR (MPH) SPEED LIMIT 15 MILES PER HOUR (MPH) SPEED LIMIT B.5 MINUTES MAXIMUM IDLING TIME OF VEHICLES 5 MINUTES MAXIMUM IDLING TIME OF VEHICLES C.TELEPHONE NUMBER TO CONTACT THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT TELEPHONE NUMBER TO CONTACT THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT NUMBER TO CONTACT THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT NUMBER TO CONTACT THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT TO CONTACT THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT TO CONTACT THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT CONTACT THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT CONTACT THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT BAY AREA AIR QUALITY MANAGEMENT DISTRICT BAY AREA AIR QUALITY MANAGEMENT DISTRICT AREA AIR QUALITY MANAGEMENT DISTRICT AREA AIR QUALITY MANAGEMENT DISTRICT AIR QUALITY MANAGEMENT DISTRICT AIR QUALITY MANAGEMENT DISTRICT QUALITY MANAGEMENT DISTRICT QUALITY MANAGEMENT DISTRICT MANAGEMENT DISTRICT MANAGEMENT DISTRICT DISTRICT DISTRICT REGARDING DUST COMPLAINTS. NOTE PHONE NUMBER OF THE BAY AREA AIR QUALITY DUST COMPLAINTS. NOTE PHONE NUMBER OF THE BAY AREA AIR QUALITY DUST COMPLAINTS. NOTE PHONE NUMBER OF THE BAY AREA AIR QUALITY COMPLAINTS. NOTE PHONE NUMBER OF THE BAY AREA AIR QUALITY COMPLAINTS. NOTE PHONE NUMBER OF THE BAY AREA AIR QUALITY NOTE PHONE NUMBER OF THE BAY AREA AIR QUALITY NOTE PHONE NUMBER OF THE BAY AREA AIR QUALITY NOTE PHONE NUMBER OF THE BAY AREA AIR QUALITY PHONE NUMBER OF THE BAY AREA AIR QUALITY PHONE NUMBER OF THE BAY AREA AIR QUALITY NUMBER OF THE BAY AREA AIR QUALITY NUMBER OF THE BAY AREA AIR QUALITY OF THE BAY AREA AIR QUALITY OF THE BAY AREA AIR QUALITY THE BAY AREA AIR QUALITY THE BAY AREA AIR QUALITY BAY AREA AIR QUALITY BAY AREA AIR QUALITY AREA AIR QUALITY AREA AIR QUALITY AIR QUALITY AIR QUALITY QUALITY QUALITY QUALITY QUALITY MANAGEMENT DISTRICT AIR POLLUTION COMPLAIN HOTLINE OF 1-800-334-6367. 10.ALL FILL SLOPES SHALL BE COMPACTED AND LEFT IN A SMOOTH AND FIRM CONDITION CAPABLE OF ALL FILL SLOPES SHALL BE COMPACTED AND LEFT IN A SMOOTH AND FIRM CONDITION CAPABLE OF FILL SLOPES SHALL BE COMPACTED AND LEFT IN A SMOOTH AND FIRM CONDITION CAPABLE OF FILL SLOPES SHALL BE COMPACTED AND LEFT IN A SMOOTH AND FIRM CONDITION CAPABLE OF SLOPES SHALL BE COMPACTED AND LEFT IN A SMOOTH AND FIRM CONDITION CAPABLE OF SLOPES SHALL BE COMPACTED AND LEFT IN A SMOOTH AND FIRM CONDITION CAPABLE OF SHALL BE COMPACTED AND LEFT IN A SMOOTH AND FIRM CONDITION CAPABLE OF SHALL BE COMPACTED AND LEFT IN A SMOOTH AND FIRM CONDITION CAPABLE OF BE COMPACTED AND LEFT IN A SMOOTH AND FIRM CONDITION CAPABLE OF BE COMPACTED AND LEFT IN A SMOOTH AND FIRM CONDITION CAPABLE OF COMPACTED AND LEFT IN A SMOOTH AND FIRM CONDITION CAPABLE OF COMPACTED AND LEFT IN A SMOOTH AND FIRM CONDITION CAPABLE OF AND LEFT IN A SMOOTH AND FIRM CONDITION CAPABLE OF AND LEFT IN A SMOOTH AND FIRM CONDITION CAPABLE OF LEFT IN A SMOOTH AND FIRM CONDITION CAPABLE OF LEFT IN A SMOOTH AND FIRM CONDITION CAPABLE OF IN A SMOOTH AND FIRM CONDITION CAPABLE OF IN A SMOOTH AND FIRM CONDITION CAPABLE OF A SMOOTH AND FIRM CONDITION CAPABLE OF A SMOOTH AND FIRM CONDITION CAPABLE OF SMOOTH AND FIRM CONDITION CAPABLE OF SMOOTH AND FIRM CONDITION CAPABLE OF AND FIRM CONDITION CAPABLE OF AND FIRM CONDITION CAPABLE OF FIRM CONDITION CAPABLE OF FIRM CONDITION CAPABLE OF CONDITION CAPABLE OF CONDITION CAPABLE OF CAPABLE OF CAPABLE OF OF OF WITHSTANDING WEATHERING. 11.ALL EXPOSED DISTURBED AREAS SHALL BE SEEDED WITH BROME SEED SPREAD AT THE RATE OF 5 LB. ALL EXPOSED DISTURBED AREAS SHALL BE SEEDED WITH BROME SEED SPREAD AT THE RATE OF 5 LB. EXPOSED DISTURBED AREAS SHALL BE SEEDED WITH BROME SEED SPREAD AT THE RATE OF 5 LB. EXPOSED DISTURBED AREAS SHALL BE SEEDED WITH BROME SEED SPREAD AT THE RATE OF 5 LB. DISTURBED AREAS SHALL BE SEEDED WITH BROME SEED SPREAD AT THE RATE OF 5 LB. DISTURBED AREAS SHALL BE SEEDED WITH BROME SEED SPREAD AT THE RATE OF 5 LB. AREAS SHALL BE SEEDED WITH BROME SEED SPREAD AT THE RATE OF 5 LB. AREAS SHALL BE SEEDED WITH BROME SEED SPREAD AT THE RATE OF 5 LB. SHALL BE SEEDED WITH BROME SEED SPREAD AT THE RATE OF 5 LB. SHALL BE SEEDED WITH BROME SEED SPREAD AT THE RATE OF 5 LB. BE SEEDED WITH BROME SEED SPREAD AT THE RATE OF 5 LB. BE SEEDED WITH BROME SEED SPREAD AT THE RATE OF 5 LB. SEEDED WITH BROME SEED SPREAD AT THE RATE OF 5 LB. SEEDED WITH BROME SEED SPREAD AT THE RATE OF 5 LB. WITH BROME SEED SPREAD AT THE RATE OF 5 LB. WITH BROME SEED SPREAD AT THE RATE OF 5 LB. BROME SEED SPREAD AT THE RATE OF 5 LB. BROME SEED SPREAD AT THE RATE OF 5 LB. SEED SPREAD AT THE RATE OF 5 LB. SEED SPREAD AT THE RATE OF 5 LB. SPREAD AT THE RATE OF 5 LB. SPREAD AT THE RATE OF 5 LB. AT THE RATE OF 5 LB. AT THE RATE OF 5 LB. THE RATE OF 5 LB. THE RATE OF 5 LB. RATE OF 5 LB. RATE OF 5 LB. OF 5 LB. OF 5 LB. 5 LB. 5 LB. LB. LB. PER 1000 SQUARE FEET (OR APPROVED EQUAL). SEEDING AND WATERING SHALL BE MAINTAINED AS 1000 SQUARE FEET (OR APPROVED EQUAL). SEEDING AND WATERING SHALL BE MAINTAINED AS 1000 SQUARE FEET (OR APPROVED EQUAL). SEEDING AND WATERING SHALL BE MAINTAINED AS SQUARE FEET (OR APPROVED EQUAL). SEEDING AND WATERING SHALL BE MAINTAINED AS SQUARE FEET (OR APPROVED EQUAL). SEEDING AND WATERING SHALL BE MAINTAINED AS FEET (OR APPROVED EQUAL). SEEDING AND WATERING SHALL BE MAINTAINED AS FEET (OR APPROVED EQUAL). SEEDING AND WATERING SHALL BE MAINTAINED AS (OR APPROVED EQUAL). SEEDING AND WATERING SHALL BE MAINTAINED AS (OR APPROVED EQUAL). SEEDING AND WATERING SHALL BE MAINTAINED AS APPROVED EQUAL). SEEDING AND WATERING SHALL BE MAINTAINED AS APPROVED EQUAL). SEEDING AND WATERING SHALL BE MAINTAINED AS EQUAL). SEEDING AND WATERING SHALL BE MAINTAINED AS EQUAL). SEEDING AND WATERING SHALL BE MAINTAINED AS SEEDING AND WATERING SHALL BE MAINTAINED AS SEEDING AND WATERING SHALL BE MAINTAINED AS AND WATERING SHALL BE MAINTAINED AS AND WATERING SHALL BE MAINTAINED AS WATERING SHALL BE MAINTAINED AS WATERING SHALL BE MAINTAINED AS SHALL BE MAINTAINED AS SHALL BE MAINTAINED AS SHALL BE MAINTAINED AS SHALL BE MAINTAINED AS BE MAINTAINED AS BE MAINTAINED AS MAINTAINED AS MAINTAINED AS AS AS REQUIRED TO ENSURE GROWTH. 12.ALL DITCHES SHALL BE LINED PER COUNTY STANDARD SD8. ALL DITCHES SHALL BE LINED PER COUNTY STANDARD SD8. 13.ALL STORM DRAINAGE STRUCTURES SHALL BE INSTALLED WITH EFFECTIVE ENTRANCE & OUTFALL ALL STORM DRAINAGE STRUCTURES SHALL BE INSTALLED WITH EFFECTIVE ENTRANCE & OUTFALL STORM DRAINAGE STRUCTURES SHALL BE INSTALLED WITH EFFECTIVE ENTRANCE & OUTFALL STORM DRAINAGE STRUCTURES SHALL BE INSTALLED WITH EFFECTIVE ENTRANCE & OUTFALL DRAINAGE STRUCTURES SHALL BE INSTALLED WITH EFFECTIVE ENTRANCE & OUTFALL DRAINAGE STRUCTURES SHALL BE INSTALLED WITH EFFECTIVE ENTRANCE & OUTFALL STRUCTURES SHALL BE INSTALLED WITH EFFECTIVE ENTRANCE & OUTFALL STRUCTURES SHALL BE INSTALLED WITH EFFECTIVE ENTRANCE & OUTFALL SHALL BE INSTALLED WITH EFFECTIVE ENTRANCE & OUTFALL SHALL BE INSTALLED WITH EFFECTIVE ENTRANCE & OUTFALL BE INSTALLED WITH EFFECTIVE ENTRANCE & OUTFALL BE INSTALLED WITH EFFECTIVE ENTRANCE & OUTFALL INSTALLED WITH EFFECTIVE ENTRANCE & OUTFALL INSTALLED WITH EFFECTIVE ENTRANCE & OUTFALL WITH EFFECTIVE ENTRANCE & OUTFALL WITH EFFECTIVE ENTRANCE & OUTFALL EFFECTIVE ENTRANCE & OUTFALL EFFECTIVE ENTRANCE & OUTFALL ENTRANCE & OUTFALL ENTRANCE & OUTFALL & OUTFALL & OUTFALL OUTFALL OUTFALL EROSION CONTROLS E.G. SACKED CONCRETE RIP-RAP. ENERGY DISSIPATERS SHALL BE INSTALLED AT CONTROLS E.G. SACKED CONCRETE RIP-RAP. ENERGY DISSIPATERS SHALL BE INSTALLED AT CONTROLS E.G. SACKED CONCRETE RIP-RAP. ENERGY DISSIPATERS SHALL BE INSTALLED AT E.G. SACKED CONCRETE RIP-RAP. ENERGY DISSIPATERS SHALL BE INSTALLED AT E.G. SACKED CONCRETE RIP-RAP. ENERGY DISSIPATERS SHALL BE INSTALLED AT SACKED CONCRETE RIP-RAP. ENERGY DISSIPATERS SHALL BE INSTALLED AT SACKED CONCRETE RIP-RAP. ENERGY DISSIPATERS SHALL BE INSTALLED AT CONCRETE RIP-RAP. ENERGY DISSIPATERS SHALL BE INSTALLED AT CONCRETE RIP-RAP. ENERGY DISSIPATERS SHALL BE INSTALLED AT RIP-RAP. ENERGY DISSIPATERS SHALL BE INSTALLED AT RIP-RAP. ENERGY DISSIPATERS SHALL BE INSTALLED AT ENERGY DISSIPATERS SHALL BE INSTALLED AT ENERGY DISSIPATERS SHALL BE INSTALLED AT DISSIPATERS SHALL BE INSTALLED AT DISSIPATERS SHALL BE INSTALLED AT SHALL BE INSTALLED AT SHALL BE INSTALLED AT BE INSTALLED AT BE INSTALLED AT INSTALLED AT INSTALLED AT AT AT ALL DITCH OUTFALLS. WHERE OUTFALLS ARE NOT INTO AN EXISTING CREEK OR WATER COURSE, DITCH OUTFALLS. WHERE OUTFALLS ARE NOT INTO AN EXISTING CREEK OR WATER COURSE, DITCH OUTFALLS. WHERE OUTFALLS ARE NOT INTO AN EXISTING CREEK OR WATER COURSE, OUTFALLS. WHERE OUTFALLS ARE NOT INTO AN EXISTING CREEK OR WATER COURSE, OUTFALLS. WHERE OUTFALLS ARE NOT INTO AN EXISTING CREEK OR WATER COURSE, WHERE OUTFALLS ARE NOT INTO AN EXISTING CREEK OR WATER COURSE, WHERE OUTFALLS ARE NOT INTO AN EXISTING CREEK OR WATER COURSE, OUTFALLS ARE NOT INTO AN EXISTING CREEK OR WATER COURSE, OUTFALLS ARE NOT INTO AN EXISTING CREEK OR WATER COURSE, ARE NOT INTO AN EXISTING CREEK OR WATER COURSE, ARE NOT INTO AN EXISTING CREEK OR WATER COURSE, NOT INTO AN EXISTING CREEK OR WATER COURSE, NOT INTO AN EXISTING CREEK OR WATER COURSE, INTO AN EXISTING CREEK OR WATER COURSE, INTO AN EXISTING CREEK OR WATER COURSE, AN EXISTING CREEK OR WATER COURSE, AN EXISTING CREEK OR WATER COURSE, EXISTING CREEK OR WATER COURSE, EXISTING CREEK OR WATER COURSE, CREEK OR WATER COURSE, CREEK OR WATER COURSE, CREEK OR WATER COURSE, CREEK OR WATER COURSE, OR WATER COURSE, OR WATER COURSE, WATER COURSE, WATER COURSE, COURSE, COURSE, RUNOFF SHALL BE RELEASED TO SHEET FLOW. 14.PRIOR TO GRADING COMPLETION AND RELEASE OF THE BOND, ALL GRADED AREAS SHALL BE RESEEDED PRIOR TO GRADING COMPLETION AND RELEASE OF THE BOND, ALL GRADED AREAS SHALL BE RESEEDED TO GRADING COMPLETION AND RELEASE OF THE BOND, ALL GRADED AREAS SHALL BE RESEEDED TO GRADING COMPLETION AND RELEASE OF THE BOND, ALL GRADED AREAS SHALL BE RESEEDED GRADING COMPLETION AND RELEASE OF THE BOND, ALL GRADED AREAS SHALL BE RESEEDED GRADING COMPLETION AND RELEASE OF THE BOND, ALL GRADED AREAS SHALL BE RESEEDED COMPLETION AND RELEASE OF THE BOND, ALL GRADED AREAS SHALL BE RESEEDED COMPLETION AND RELEASE OF THE BOND, ALL GRADED AREAS SHALL BE RESEEDED AND RELEASE OF THE BOND, ALL GRADED AREAS SHALL BE RESEEDED AND RELEASE OF THE BOND, ALL GRADED AREAS SHALL BE RESEEDED RELEASE OF THE BOND, ALL GRADED AREAS SHALL BE RESEEDED RELEASE OF THE BOND, ALL GRADED AREAS SHALL BE RESEEDED OF THE BOND, ALL GRADED AREAS SHALL BE RESEEDED OF THE BOND, ALL GRADED AREAS SHALL BE RESEEDED THE BOND, ALL GRADED AREAS SHALL BE RESEEDED THE BOND, ALL GRADED AREAS SHALL BE RESEEDED BOND, ALL GRADED AREAS SHALL BE RESEEDED BOND, ALL GRADED AREAS SHALL BE RESEEDED ALL GRADED AREAS SHALL BE RESEEDED ALL GRADED AREAS SHALL BE RESEEDED GRADED AREAS SHALL BE RESEEDED GRADED AREAS SHALL BE RESEEDED AREAS SHALL BE RESEEDED AREAS SHALL BE RESEEDED SHALL BE RESEEDED SHALL BE RESEEDED BE RESEEDED BE RESEEDED RESEEDED RESEEDED IN CONFORMANCE WITH THE COUNTY GRADING ORDINANCE TO MINIMIZE THE VISUAL IMPACTS OF THE CONFORMANCE WITH THE COUNTY GRADING ORDINANCE TO MINIMIZE THE VISUAL IMPACTS OF THE CONFORMANCE WITH THE COUNTY GRADING ORDINANCE TO MINIMIZE THE VISUAL IMPACTS OF THE WITH THE COUNTY GRADING ORDINANCE TO MINIMIZE THE VISUAL IMPACTS OF THE WITH THE COUNTY GRADING ORDINANCE TO MINIMIZE THE VISUAL IMPACTS OF THE THE COUNTY GRADING ORDINANCE TO MINIMIZE THE VISUAL IMPACTS OF THE THE COUNTY GRADING ORDINANCE TO MINIMIZE THE VISUAL IMPACTS OF THE COUNTY GRADING ORDINANCE TO MINIMIZE THE VISUAL IMPACTS OF THE COUNTY GRADING ORDINANCE TO MINIMIZE THE VISUAL IMPACTS OF THE GRADING ORDINANCE TO MINIMIZE THE VISUAL IMPACTS OF THE GRADING ORDINANCE TO MINIMIZE THE VISUAL IMPACTS OF THE ORDINANCE TO MINIMIZE THE VISUAL IMPACTS OF THE ORDINANCE TO MINIMIZE THE VISUAL IMPACTS OF THE TO MINIMIZE THE VISUAL IMPACTS OF THE TO MINIMIZE THE VISUAL IMPACTS OF THE MINIMIZE THE VISUAL IMPACTS OF THE MINIMIZE THE VISUAL IMPACTS OF THE THE VISUAL IMPACTS OF THE THE VISUAL IMPACTS OF THE VISUAL IMPACTS OF THE VISUAL IMPACTS OF THE VISUAL IMPACTS OF THE VISUAL IMPACTS OF THE IMPACTS OF THE IMPACTS OF THE OF THE OF THE THE THE GRADE SLOPES AND REDUCE THE POTENTIAL FOR EROSION OF THE SUBJECT SITE. 15.PERMANENT LANDSCAPING SHOWN ON THE ATTACHED LANDSCAPE PLAN MUST BE INSTALLED AND PERMANENT LANDSCAPING SHOWN ON THE ATTACHED LANDSCAPE PLAN MUST BE INSTALLED AND LANDSCAPING SHOWN ON THE ATTACHED LANDSCAPE PLAN MUST BE INSTALLED AND LANDSCAPING SHOWN ON THE ATTACHED LANDSCAPE PLAN MUST BE INSTALLED AND SHOWN ON THE ATTACHED LANDSCAPE PLAN MUST BE INSTALLED AND SHOWN ON THE ATTACHED LANDSCAPE PLAN MUST BE INSTALLED AND ON THE ATTACHED LANDSCAPE PLAN MUST BE INSTALLED AND ON THE ATTACHED LANDSCAPE PLAN MUST BE INSTALLED AND THE ATTACHED LANDSCAPE PLAN MUST BE INSTALLED AND THE ATTACHED LANDSCAPE PLAN MUST BE INSTALLED AND ATTACHED LANDSCAPE PLAN MUST BE INSTALLED AND ATTACHED LANDSCAPE PLAN MUST BE INSTALLED AND LANDSCAPE PLAN MUST BE INSTALLED AND LANDSCAPE PLAN MUST BE INSTALLED AND PLAN MUST BE INSTALLED AND PLAN MUST BE INSTALLED AND MUST BE INSTALLED AND MUST BE INSTALLED AND BE INSTALLED AND BE INSTALLED AND INSTALLED AND INSTALLED AND AND AND FIELD APPROVED BY THE COUNTY PLANNING OFFICE PRIOR TO FINAL APPROVAL BY THE COUNTY APPROVED BY THE COUNTY PLANNING OFFICE PRIOR TO FINAL APPROVAL BY THE COUNTY APPROVED BY THE COUNTY PLANNING OFFICE PRIOR TO FINAL APPROVAL BY THE COUNTY BY THE COUNTY PLANNING OFFICE PRIOR TO FINAL APPROVAL BY THE COUNTY BY THE COUNTY PLANNING OFFICE PRIOR TO FINAL APPROVAL BY THE COUNTY THE COUNTY PLANNING OFFICE PRIOR TO FINAL APPROVAL BY THE COUNTY THE COUNTY PLANNING OFFICE PRIOR TO FINAL APPROVAL BY THE COUNTY COUNTY PLANNING OFFICE PRIOR TO FINAL APPROVAL BY THE COUNTY COUNTY PLANNING OFFICE PRIOR TO FINAL APPROVAL BY THE COUNTY PLANNING OFFICE PRIOR TO FINAL APPROVAL BY THE COUNTY PLANNING OFFICE PRIOR TO FINAL APPROVAL BY THE COUNTY OFFICE PRIOR TO FINAL APPROVAL BY THE COUNTY OFFICE PRIOR TO FINAL APPROVAL BY THE COUNTY PRIOR TO FINAL APPROVAL BY THE COUNTY PRIOR TO FINAL APPROVAL BY THE COUNTY TO FINAL APPROVAL BY THE COUNTY TO FINAL APPROVAL BY THE COUNTY FINAL APPROVAL BY THE COUNTY FINAL APPROVAL BY THE COUNTY APPROVAL BY THE COUNTY APPROVAL BY THE COUNTY BY THE COUNTY BY THE COUNTY THE COUNTY THE COUNTY COUNTY COUNTY COUNTY ENGINEER, AND FINAL OCCUPANCY RELEASE BY THE BUILDING INSPECTION OFFICE. 16.THE OWNER SHALL PREPARE AND PRESENT A WINTERIZATION REPORT TO THE COUNTY INSPECTOR FOR THE OWNER SHALL PREPARE AND PRESENT A WINTERIZATION REPORT TO THE COUNTY INSPECTOR FOR OWNER SHALL PREPARE AND PRESENT A WINTERIZATION REPORT TO THE COUNTY INSPECTOR FOR OWNER SHALL PREPARE AND PRESENT A WINTERIZATION REPORT TO THE COUNTY INSPECTOR FOR SHALL PREPARE AND PRESENT A WINTERIZATION REPORT TO THE COUNTY INSPECTOR FOR SHALL PREPARE AND PRESENT A WINTERIZATION REPORT TO THE COUNTY INSPECTOR FOR PREPARE AND PRESENT A WINTERIZATION REPORT TO THE COUNTY INSPECTOR FOR PREPARE AND PRESENT A WINTERIZATION REPORT TO THE COUNTY INSPECTOR FOR AND PRESENT A WINTERIZATION REPORT TO THE COUNTY INSPECTOR FOR AND PRESENT A WINTERIZATION REPORT TO THE COUNTY INSPECTOR FOR PRESENT A WINTERIZATION REPORT TO THE COUNTY INSPECTOR FOR PRESENT A WINTERIZATION REPORT TO THE COUNTY INSPECTOR FOR A WINTERIZATION REPORT TO THE COUNTY INSPECTOR FOR A WINTERIZATION REPORT TO THE COUNTY INSPECTOR FOR WINTERIZATION REPORT TO THE COUNTY INSPECTOR FOR WINTERIZATION REPORT TO THE COUNTY INSPECTOR FOR REPORT TO THE COUNTY INSPECTOR FOR REPORT TO THE COUNTY INSPECTOR FOR TO THE COUNTY INSPECTOR FOR TO THE COUNTY INSPECTOR FOR THE COUNTY INSPECTOR FOR THE COUNTY INSPECTOR FOR COUNTY INSPECTOR FOR COUNTY INSPECTOR FOR INSPECTOR FOR INSPECTOR FOR FOR FOR REVIEW PRIOR TO OCTOBER 15TH OF EVERY YEAR. 17.THE OWNER, CONTRACTOR, AND ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL INSTALL THE OWNER, CONTRACTOR, AND ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL INSTALL OWNER, CONTRACTOR, AND ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL INSTALL OWNER, CONTRACTOR, AND ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL INSTALL CONTRACTOR, AND ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL INSTALL CONTRACTOR, AND ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL INSTALL AND ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL INSTALL AND ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL INSTALL ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL INSTALL ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL INSTALL PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL INSTALL PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL INSTALL PERFORMING CONSTRUCTION ACTIVITIES SHALL INSTALL PERFORMING CONSTRUCTION ACTIVITIES SHALL INSTALL CONSTRUCTION ACTIVITIES SHALL INSTALL CONSTRUCTION ACTIVITIES SHALL INSTALL ACTIVITIES SHALL INSTALL ACTIVITIES SHALL INSTALL SHALL INSTALL SHALL INSTALL INSTALL INSTALL AND MAINTAIN CONSTRUCTION BEST MANAGEMENT PRACTICES (BMPS) ON THE PROJECT SITE AND MAINTAIN CONSTRUCTION BEST MANAGEMENT PRACTICES (BMPS) ON THE PROJECT SITE AND MAINTAIN CONSTRUCTION BEST MANAGEMENT PRACTICES (BMPS) ON THE PROJECT SITE AND CONSTRUCTION BEST MANAGEMENT PRACTICES (BMPS) ON THE PROJECT SITE AND CONSTRUCTION BEST MANAGEMENT PRACTICES (BMPS) ON THE PROJECT SITE AND BEST MANAGEMENT PRACTICES (BMPS) ON THE PROJECT SITE AND BEST MANAGEMENT PRACTICES (BMPS) ON THE PROJECT SITE AND MANAGEMENT PRACTICES (BMPS) ON THE PROJECT SITE AND MANAGEMENT PRACTICES (BMPS) ON THE PROJECT SITE AND PRACTICES (BMPS) ON THE PROJECT SITE AND PRACTICES (BMPS) ON THE PROJECT SITE AND (BMPS) ON THE PROJECT SITE AND (BMPS) ON THE PROJECT SITE AND ON THE PROJECT SITE AND ON THE PROJECT SITE AND THE PROJECT SITE AND THE PROJECT SITE AND PROJECT SITE AND PROJECT SITE AND SITE AND SITE AND AND AND WITHIN THE SANTA CLARA COUNTY ROAD RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE THE SANTA CLARA COUNTY ROAD RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE THE SANTA CLARA COUNTY ROAD RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE SANTA CLARA COUNTY ROAD RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE SANTA CLARA COUNTY ROAD RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE CLARA COUNTY ROAD RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE CLARA COUNTY ROAD RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE COUNTY ROAD RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE COUNTY ROAD RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE ROAD RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE ROAD RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE THROUGHOUT THE DURATION OF THE THROUGHOUT THE DURATION OF THE THE DURATION OF THE THE DURATION OF THE DURATION OF THE DURATION OF THE OF THE OF THE THE THE CONSTRUCTION AND UNTIL THE ESTABLISHMENT OF PERMANENT STABILIZATION AND SEDIMENT CONTROL AND UNTIL THE ESTABLISHMENT OF PERMANENT STABILIZATION AND SEDIMENT CONTROL AND UNTIL THE ESTABLISHMENT OF PERMANENT STABILIZATION AND SEDIMENT CONTROL UNTIL THE ESTABLISHMENT OF PERMANENT STABILIZATION AND SEDIMENT CONTROL UNTIL THE ESTABLISHMENT OF PERMANENT STABILIZATION AND SEDIMENT CONTROL THE ESTABLISHMENT OF PERMANENT STABILIZATION AND SEDIMENT CONTROL THE ESTABLISHMENT OF PERMANENT STABILIZATION AND SEDIMENT CONTROL ESTABLISHMENT OF PERMANENT STABILIZATION AND SEDIMENT CONTROL ESTABLISHMENT OF PERMANENT STABILIZATION AND SEDIMENT CONTROL OF PERMANENT STABILIZATION AND SEDIMENT CONTROL OF PERMANENT STABILIZATION AND SEDIMENT CONTROL PERMANENT STABILIZATION AND SEDIMENT CONTROL PERMANENT STABILIZATION AND SEDIMENT CONTROL STABILIZATION AND SEDIMENT CONTROL STABILIZATION AND SEDIMENT CONTROL AND SEDIMENT CONTROL AND SEDIMENT CONTROL SEDIMENT CONTROL SEDIMENT CONTROL CONTROL CONTROL TO PREVENT THE DISCHARGE OF POLLUTANTS INCLUDING SEDIMENT, CONSTRUCTION MATERIALS, PREVENT THE DISCHARGE OF POLLUTANTS INCLUDING SEDIMENT, CONSTRUCTION MATERIALS, PREVENT THE DISCHARGE OF POLLUTANTS INCLUDING SEDIMENT, CONSTRUCTION MATERIALS, THE DISCHARGE OF POLLUTANTS INCLUDING SEDIMENT, CONSTRUCTION MATERIALS, THE DISCHARGE OF POLLUTANTS INCLUDING SEDIMENT, CONSTRUCTION MATERIALS, DISCHARGE OF POLLUTANTS INCLUDING SEDIMENT, CONSTRUCTION MATERIALS, DISCHARGE OF POLLUTANTS INCLUDING SEDIMENT, CONSTRUCTION MATERIALS, OF POLLUTANTS INCLUDING SEDIMENT, CONSTRUCTION MATERIALS, OF POLLUTANTS INCLUDING SEDIMENT, CONSTRUCTION MATERIALS, POLLUTANTS INCLUDING SEDIMENT, CONSTRUCTION MATERIALS, POLLUTANTS INCLUDING SEDIMENT, CONSTRUCTION MATERIALS, INCLUDING SEDIMENT, CONSTRUCTION MATERIALS, INCLUDING SEDIMENT, CONSTRUCTION MATERIALS, INCLUDING SEDIMENT, CONSTRUCTION MATERIALS, SEDIMENT, CONSTRUCTION MATERIALS, SEDIMENT, CONSTRUCTION MATERIALS, CONSTRUCTION MATERIALS, CONSTRUCTION MATERIALS, MATERIALS, MATERIALS, EXCAVATED MATERIALS, AND WASTE INTO THE SANTA CLARA COUNTY RIGHT-OF-WAY, STORM SEWER MATERIALS, AND WASTE INTO THE SANTA CLARA COUNTY RIGHT-OF-WAY, STORM SEWER MATERIALS, AND WASTE INTO THE SANTA CLARA COUNTY RIGHT-OF-WAY, STORM SEWER MATERIALS, AND WASTE INTO THE SANTA CLARA COUNTY RIGHT-OF-WAY, STORM SEWER AND WASTE INTO THE SANTA CLARA COUNTY RIGHT-OF-WAY, STORM SEWER AND WASTE INTO THE SANTA CLARA COUNTY RIGHT-OF-WAY, STORM SEWER WASTE INTO THE SANTA CLARA COUNTY RIGHT-OF-WAY, STORM SEWER WASTE INTO THE SANTA CLARA COUNTY RIGHT-OF-WAY, STORM SEWER INTO THE SANTA CLARA COUNTY RIGHT-OF-WAY, STORM SEWER INTO THE SANTA CLARA COUNTY RIGHT-OF-WAY, STORM SEWER THE SANTA CLARA COUNTY RIGHT-OF-WAY, STORM SEWER THE SANTA CLARA COUNTY RIGHT-OF-WAY, STORM SEWER SANTA CLARA COUNTY RIGHT-OF-WAY, STORM SEWER SANTA CLARA COUNTY RIGHT-OF-WAY, STORM SEWER CLARA COUNTY RIGHT-OF-WAY, STORM SEWER CLARA COUNTY RIGHT-OF-WAY, STORM SEWER COUNTY RIGHT-OF-WAY, STORM SEWER COUNTY RIGHT-OF-WAY, STORM SEWER RIGHT-OF-WAY, STORM SEWER RIGHT-OF-WAY, STORM SEWER STORM SEWER STORM SEWER SEWER SEWER WATERWAYS, ROADWAY INFRASTRUCTURE. BMPS SHALL INCLUDE, BUT NOT BE LIMITED TO THE ROADWAY INFRASTRUCTURE. BMPS SHALL INCLUDE, BUT NOT BE LIMITED TO THE ROADWAY INFRASTRUCTURE. BMPS SHALL INCLUDE, BUT NOT BE LIMITED TO THE INFRASTRUCTURE. BMPS SHALL INCLUDE, BUT NOT BE LIMITED TO THE INFRASTRUCTURE. BMPS SHALL INCLUDE, BUT NOT BE LIMITED TO THE BMPS SHALL INCLUDE, BUT NOT BE LIMITED TO THE BMPS SHALL INCLUDE, BUT NOT BE LIMITED TO THE BMPS SHALL INCLUDE, BUT NOT BE LIMITED TO THE SHALL INCLUDE, BUT NOT BE LIMITED TO THE SHALL INCLUDE, BUT NOT BE LIMITED TO THE INCLUDE, BUT NOT BE LIMITED TO THE INCLUDE, BUT NOT BE LIMITED TO THE BUT NOT BE LIMITED TO THE BUT NOT BE LIMITED TO THE NOT BE LIMITED TO THE NOT BE LIMITED TO THE BE LIMITED TO THE BE LIMITED TO THE LIMITED TO THE LIMITED TO THE TO THE TO THE THE THE FOLLOWING; A.PREVENTION OF POLLUTANTS IN STORM WATER DISCHARGES FROM THE CONSTRUCTION SITE PREVENTION OF POLLUTANTS IN STORM WATER DISCHARGES FROM THE CONSTRUCTION SITE OF POLLUTANTS IN STORM WATER DISCHARGES FROM THE CONSTRUCTION SITE OF POLLUTANTS IN STORM WATER DISCHARGES FROM THE CONSTRUCTION SITE POLLUTANTS IN STORM WATER DISCHARGES FROM THE CONSTRUCTION SITE POLLUTANTS IN STORM WATER DISCHARGES FROM THE CONSTRUCTION SITE IN STORM WATER DISCHARGES FROM THE CONSTRUCTION SITE IN STORM WATER DISCHARGES FROM THE CONSTRUCTION SITE STORM WATER DISCHARGES FROM THE CONSTRUCTION SITE STORM WATER DISCHARGES FROM THE CONSTRUCTION SITE WATER DISCHARGES FROM THE CONSTRUCTION SITE WATER DISCHARGES FROM THE CONSTRUCTION SITE DISCHARGES FROM THE CONSTRUCTION SITE DISCHARGES FROM THE CONSTRUCTION SITE FROM THE CONSTRUCTION SITE FROM THE CONSTRUCTION SITE THE CONSTRUCTION SITE THE CONSTRUCTION SITE CONSTRUCTION SITE CONSTRUCTION SITE SITE SITE AND THE CONTRACTOR'S MATERIAL AND EQUIPMENT LAYDOWN / STAGING AREAS. B.PREVENTION OF TRACKING OF MUD, DIRT, AND CONSTRUCTION MATERIALS ONTO THE PUBLIC PREVENTION OF TRACKING OF MUD, DIRT, AND CONSTRUCTION MATERIALS ONTO THE PUBLIC OF TRACKING OF MUD, DIRT, AND CONSTRUCTION MATERIALS ONTO THE PUBLIC OF TRACKING OF MUD, DIRT, AND CONSTRUCTION MATERIALS ONTO THE PUBLIC TRACKING OF MUD, DIRT, AND CONSTRUCTION MATERIALS ONTO THE PUBLIC TRACKING OF MUD, DIRT, AND CONSTRUCTION MATERIALS ONTO THE PUBLIC OF MUD, DIRT, AND CONSTRUCTION MATERIALS ONTO THE PUBLIC OF MUD, DIRT, AND CONSTRUCTION MATERIALS ONTO THE PUBLIC MUD, DIRT, AND CONSTRUCTION MATERIALS ONTO THE PUBLIC MUD, DIRT, AND CONSTRUCTION MATERIALS ONTO THE PUBLIC DIRT, AND CONSTRUCTION MATERIALS ONTO THE PUBLIC DIRT, AND CONSTRUCTION MATERIALS ONTO THE PUBLIC AND CONSTRUCTION MATERIALS ONTO THE PUBLIC AND CONSTRUCTION MATERIALS ONTO THE PUBLIC CONSTRUCTION MATERIALS ONTO THE PUBLIC CONSTRUCTION MATERIALS ONTO THE PUBLIC MATERIALS ONTO THE PUBLIC MATERIALS ONTO THE PUBLIC ONTO THE PUBLIC ONTO THE PUBLIC THE PUBLIC THE PUBLIC PUBLIC PUBLIC ROAD RIGHT-OF-WAY. C.PREVENTION OF DISCHARGE OF WATER RUN-OFF DURING DRY AND WET WEATHER CONDITIONS PREVENTION OF DISCHARGE OF WATER RUN-OFF DURING DRY AND WET WEATHER CONDITIONS OF DISCHARGE OF WATER RUN-OFF DURING DRY AND WET WEATHER CONDITIONS OF DISCHARGE OF WATER RUN-OFF DURING DRY AND WET WEATHER CONDITIONS DISCHARGE OF WATER RUN-OFF DURING DRY AND WET WEATHER CONDITIONS DISCHARGE OF WATER RUN-OFF DURING DRY AND WET WEATHER CONDITIONS OF WATER RUN-OFF DURING DRY AND WET WEATHER CONDITIONS OF WATER RUN-OFF DURING DRY AND WET WEATHER CONDITIONS WATER RUN-OFF DURING DRY AND WET WEATHER CONDITIONS WATER RUN-OFF DURING DRY AND WET WEATHER CONDITIONS RUN-OFF DURING DRY AND WET WEATHER CONDITIONS RUN-OFF DURING DRY AND WET WEATHER CONDITIONS DURING DRY AND WET WEATHER CONDITIONS DURING DRY AND WET WEATHER CONDITIONS DRY AND WET WEATHER CONDITIONS DRY AND WET WEATHER CONDITIONS AND WET WEATHER CONDITIONS AND WET WEATHER CONDITIONS WET WEATHER CONDITIONS WET WEATHER CONDITIONS WEATHER CONDITIONS WEATHER CONDITIONS CONDITIONS CONDITIONS ONTO THE PUBLIC ROAD RIGHT-OF-WAY. 18.THE OWNER, CONTRACTOR, AND ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL ENSURE THE OWNER, CONTRACTOR, AND ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL ENSURE OWNER, CONTRACTOR, AND ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL ENSURE OWNER, CONTRACTOR, AND ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL ENSURE CONTRACTOR, AND ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL ENSURE CONTRACTOR, AND ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL ENSURE AND ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL ENSURE AND ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL ENSURE ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL ENSURE ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL ENSURE PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL ENSURE PERSON PERFORMING CONSTRUCTION ACTIVITIES SHALL ENSURE PERFORMING CONSTRUCTION ACTIVITIES SHALL ENSURE PERFORMING CONSTRUCTION ACTIVITIES SHALL ENSURE CONSTRUCTION ACTIVITIES SHALL ENSURE CONSTRUCTION ACTIVITIES SHALL ENSURE ACTIVITIES SHALL ENSURE ACTIVITIES SHALL ENSURE SHALL ENSURE SHALL ENSURE ENSURE ENSURE THAT ALL TEMPORARY CONSTRUCTION FACILITIES, INCLUDING BUT NOT LIMITED TO CONSTRUCTION ALL TEMPORARY CONSTRUCTION FACILITIES, INCLUDING BUT NOT LIMITED TO CONSTRUCTION ALL TEMPORARY CONSTRUCTION FACILITIES, INCLUDING BUT NOT LIMITED TO CONSTRUCTION TEMPORARY CONSTRUCTION FACILITIES, INCLUDING BUT NOT LIMITED TO CONSTRUCTION TEMPORARY CONSTRUCTION FACILITIES, INCLUDING BUT NOT LIMITED TO CONSTRUCTION CONSTRUCTION FACILITIES, INCLUDING BUT NOT LIMITED TO CONSTRUCTION CONSTRUCTION FACILITIES, INCLUDING BUT NOT LIMITED TO CONSTRUCTION FACILITIES, INCLUDING BUT NOT LIMITED TO CONSTRUCTION FACILITIES, INCLUDING BUT NOT LIMITED TO CONSTRUCTION INCLUDING BUT NOT LIMITED TO CONSTRUCTION INCLUDING BUT NOT LIMITED TO CONSTRUCTION BUT NOT LIMITED TO CONSTRUCTION BUT NOT LIMITED TO CONSTRUCTION NOT LIMITED TO CONSTRUCTION NOT LIMITED TO CONSTRUCTION LIMITED TO CONSTRUCTION LIMITED TO CONSTRUCTION TO CONSTRUCTION TO CONSTRUCTION CONSTRUCTION CONSTRUCTION MATERIALS, DELIVERIES, HAZARDOUS AND NON-HAZARDOUS MATERIAL STORAGE, EQUIPMENT, TOOLS, DELIVERIES, HAZARDOUS AND NON-HAZARDOUS MATERIAL STORAGE, EQUIPMENT, TOOLS, DELIVERIES, HAZARDOUS AND NON-HAZARDOUS MATERIAL STORAGE, EQUIPMENT, TOOLS, HAZARDOUS AND NON-HAZARDOUS MATERIAL STORAGE, EQUIPMENT, TOOLS, HAZARDOUS AND NON-HAZARDOUS MATERIAL STORAGE, EQUIPMENT, TOOLS, AND NON-HAZARDOUS MATERIAL STORAGE, EQUIPMENT, TOOLS, AND NON-HAZARDOUS MATERIAL STORAGE, EQUIPMENT, TOOLS, NON-HAZARDOUS MATERIAL STORAGE, EQUIPMENT, TOOLS, NON-HAZARDOUS MATERIAL STORAGE, EQUIPMENT, TOOLS, MATERIAL STORAGE, EQUIPMENT, TOOLS, MATERIAL STORAGE, EQUIPMENT, TOOLS, STORAGE, EQUIPMENT, TOOLS, STORAGE, EQUIPMENT, TOOLS, EQUIPMENT, TOOLS, EQUIPMENT, TOOLS, TOOLS, TOOLS, PORTABLE TOILETS, CONCRETE WASHOUT, GARBAGE CONTAINERS, LAYDOWN YARDS, SECONDARY TOILETS, CONCRETE WASHOUT, GARBAGE CONTAINERS, LAYDOWN YARDS, SECONDARY TOILETS, CONCRETE WASHOUT, GARBAGE CONTAINERS, LAYDOWN YARDS, SECONDARY CONCRETE WASHOUT, GARBAGE CONTAINERS, LAYDOWN YARDS, SECONDARY CONCRETE WASHOUT, GARBAGE CONTAINERS, LAYDOWN YARDS, SECONDARY WASHOUT, GARBAGE CONTAINERS, LAYDOWN YARDS, SECONDARY WASHOUT, GARBAGE CONTAINERS, LAYDOWN YARDS, SECONDARY GARBAGE CONTAINERS, LAYDOWN YARDS, SECONDARY GARBAGE CONTAINERS, LAYDOWN YARDS, SECONDARY CONTAINERS, LAYDOWN YARDS, SECONDARY CONTAINERS, LAYDOWN YARDS, SECONDARY LAYDOWN YARDS, SECONDARY LAYDOWN YARDS, SECONDARY YARDS, SECONDARY YARDS, SECONDARY SECONDARY SECONDARY CONTAINMENT AREAS, ETC. ARE LOCATED OUTSIDE THE SANTA CLARA COUNTY ROAD RIGHT-OF-WAY. 19.EROSION CONTROL PLAN IS A GUIDE AND SHALL BE AMENDED AS NECESSARY TO PREVENT EROSION EROSION CONTROL PLAN IS A GUIDE AND SHALL BE AMENDED AS NECESSARY TO PREVENT EROSION CONTROL PLAN IS A GUIDE AND SHALL BE AMENDED AS NECESSARY TO PREVENT EROSION CONTROL PLAN IS A GUIDE AND SHALL BE AMENDED AS NECESSARY TO PREVENT EROSION PLAN IS A GUIDE AND SHALL BE AMENDED AS NECESSARY TO PREVENT EROSION PLAN IS A GUIDE AND SHALL BE AMENDED AS NECESSARY TO PREVENT EROSION IS A GUIDE AND SHALL BE AMENDED AS NECESSARY TO PREVENT EROSION IS A GUIDE AND SHALL BE AMENDED AS NECESSARY TO PREVENT EROSION A GUIDE AND SHALL BE AMENDED AS NECESSARY TO PREVENT EROSION A GUIDE AND SHALL BE AMENDED AS NECESSARY TO PREVENT EROSION GUIDE AND SHALL BE AMENDED AS NECESSARY TO PREVENT EROSION GUIDE AND SHALL BE AMENDED AS NECESSARY TO PREVENT EROSION AND SHALL BE AMENDED AS NECESSARY TO PREVENT EROSION AND SHALL BE AMENDED AS NECESSARY TO PREVENT EROSION SHALL BE AMENDED AS NECESSARY TO PREVENT EROSION SHALL BE AMENDED AS NECESSARY TO PREVENT EROSION BE AMENDED AS NECESSARY TO PREVENT EROSION BE AMENDED AS NECESSARY TO PREVENT EROSION AMENDED AS NECESSARY TO PREVENT EROSION AMENDED AS NECESSARY TO PREVENT EROSION AS NECESSARY TO PREVENT EROSION AS NECESSARY TO PREVENT EROSION NECESSARY TO PREVENT EROSION NECESSARY TO PREVENT EROSION TO PREVENT EROSION TO PREVENT EROSION PREVENT EROSION PREVENT EROSION EROSION EROSION AND ILLICIT DISCHARGES ON A YEAR AROUND BASIS, DEPENDING ON THE SEASON, WEATHER, AND ILLICIT DISCHARGES ON A YEAR AROUND BASIS, DEPENDING ON THE SEASON, WEATHER, AND ILLICIT DISCHARGES ON A YEAR AROUND BASIS, DEPENDING ON THE SEASON, WEATHER, AND DISCHARGES ON A YEAR AROUND BASIS, DEPENDING ON THE SEASON, WEATHER, AND DISCHARGES ON A YEAR AROUND BASIS, DEPENDING ON THE SEASON, WEATHER, AND ON A YEAR AROUND BASIS, DEPENDING ON THE SEASON, WEATHER, AND ON A YEAR AROUND BASIS, DEPENDING ON THE SEASON, WEATHER, AND A YEAR AROUND BASIS, DEPENDING ON THE SEASON, WEATHER, AND A YEAR AROUND BASIS, DEPENDING ON THE SEASON, WEATHER, AND YEAR AROUND BASIS, DEPENDING ON THE SEASON, WEATHER, AND YEAR AROUND BASIS, DEPENDING ON THE SEASON, WEATHER, AND AROUND BASIS, DEPENDING ON THE SEASON, WEATHER, AND AROUND BASIS, DEPENDING ON THE SEASON, WEATHER, AND BASIS, DEPENDING ON THE SEASON, WEATHER, AND BASIS, DEPENDING ON THE SEASON, WEATHER, AND DEPENDING ON THE SEASON, WEATHER, AND DEPENDING ON THE SEASON, WEATHER, AND ON THE SEASON, WEATHER, AND ON THE SEASON, WEATHER, AND THE SEASON, WEATHER, AND THE SEASON, WEATHER, AND SEASON, WEATHER, AND SEASON, WEATHER, AND WEATHER, AND WEATHER, AND AND AND FIELD CONDITIONS. EROSION CONTROL MEASURES IN ADDITION TO THOSE NOTED IN THE PERMITTED CONDITIONS. EROSION CONTROL MEASURES IN ADDITION TO THOSE NOTED IN THE PERMITTED CONDITIONS. EROSION CONTROL MEASURES IN ADDITION TO THOSE NOTED IN THE PERMITTED EROSION CONTROL MEASURES IN ADDITION TO THOSE NOTED IN THE PERMITTED EROSION CONTROL MEASURES IN ADDITION TO THOSE NOTED IN THE PERMITTED EROSION CONTROL MEASURES IN ADDITION TO THOSE NOTED IN THE PERMITTED CONTROL MEASURES IN ADDITION TO THOSE NOTED IN THE PERMITTED CONTROL MEASURES IN ADDITION TO THOSE NOTED IN THE PERMITTED MEASURES IN ADDITION TO THOSE NOTED IN THE PERMITTED MEASURES IN ADDITION TO THOSE NOTED IN THE PERMITTED IN ADDITION TO THOSE NOTED IN THE PERMITTED IN ADDITION TO THOSE NOTED IN THE PERMITTED ADDITION TO THOSE NOTED IN THE PERMITTED ADDITION TO THOSE NOTED IN THE PERMITTED TO THOSE NOTED IN THE PERMITTED TO THOSE NOTED IN THE PERMITTED THOSE NOTED IN THE PERMITTED THOSE NOTED IN THE PERMITTED NOTED IN THE PERMITTED NOTED IN THE PERMITTED IN THE PERMITTED IN THE PERMITTED THE PERMITTED THE PERMITTED PERMITTED PERMITTED PLANS MAY BE NECESSARY. FAILURE TO INSTALL SITE SITE AND SITUATIONALY APPROPRIATE EROSION MAY BE NECESSARY. FAILURE TO INSTALL SITE SITE AND SITUATIONALY APPROPRIATE EROSION MAY BE NECESSARY. FAILURE TO INSTALL SITE SITE AND SITUATIONALY APPROPRIATE EROSION BE NECESSARY. FAILURE TO INSTALL SITE SITE AND SITUATIONALY APPROPRIATE EROSION BE NECESSARY. FAILURE TO INSTALL SITE SITE AND SITUATIONALY APPROPRIATE EROSION NECESSARY. FAILURE TO INSTALL SITE SITE AND SITUATIONALY APPROPRIATE EROSION NECESSARY. FAILURE TO INSTALL SITE SITE AND SITUATIONALY APPROPRIATE EROSION FAILURE TO INSTALL SITE SITE AND SITUATIONALY APPROPRIATE EROSION FAILURE TO INSTALL SITE SITE AND SITUATIONALY APPROPRIATE EROSION FAILURE TO INSTALL SITE SITE AND SITUATIONALY APPROPRIATE EROSION TO INSTALL SITE SITE AND SITUATIONALY APPROPRIATE EROSION TO INSTALL SITE SITE AND SITUATIONALY APPROPRIATE EROSION INSTALL SITE SITE AND SITUATIONALY APPROPRIATE EROSION INSTALL SITE SITE AND SITUATIONALY APPROPRIATE EROSION SITE SITE AND SITUATIONALY APPROPRIATE EROSION SITE SITE AND SITUATIONALY APPROPRIATE EROSION SITE AND SITUATIONALY APPROPRIATE EROSION SITE AND SITUATIONALY APPROPRIATE EROSION AND SITUATIONALY APPROPRIATE EROSION AND SITUATIONALY APPROPRIATE EROSION SITUATIONALY APPROPRIATE EROSION SITUATIONALY APPROPRIATE EROSION APPROPRIATE EROSION APPROPRIATE EROSION EROSION EROSION CONTROL MEASURES MAY RESULT IN VIOLATIONS, FINES, AND A STOPPAGE OF WORK.

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SURVEY MONUMENT PRESERVATION 1.THE LANDOWNER/CONTRACTOR MUST PROTECT AND ENSURE THE PERPETUATION OF SURVEY THE LANDOWNER/CONTRACTOR MUST PROTECT AND ENSURE THE PERPETUATION OF SURVEY LANDOWNER/CONTRACTOR MUST PROTECT AND ENSURE THE PERPETUATION OF SURVEY LANDOWNER/CONTRACTOR MUST PROTECT AND ENSURE THE PERPETUATION OF SURVEY MUST PROTECT AND ENSURE THE PERPETUATION OF SURVEY MUST PROTECT AND ENSURE THE PERPETUATION OF SURVEY PROTECT AND ENSURE THE PERPETUATION OF SURVEY PROTECT AND ENSURE THE PERPETUATION OF SURVEY AND ENSURE THE PERPETUATION OF SURVEY AND ENSURE THE PERPETUATION OF SURVEY ENSURE THE PERPETUATION OF SURVEY ENSURE THE PERPETUATION OF SURVEY THE PERPETUATION OF SURVEY THE PERPETUATION OF SURVEY PERPETUATION OF SURVEY PERPETUATION OF SURVEY OF SURVEY OF SURVEY SURVEY SURVEY MONUMENTS AFFECTED BY CONSTRUCTION ACTIVITIES. 2.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL LOCATE, STAKE, AND FLAG OR PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL LOCATE, STAKE, AND FLAG OR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL LOCATE, STAKE, AND FLAG OR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL LOCATE, STAKE, AND FLAG OR THE START OF CONSTRUCTION, THE CONTRACTOR SHALL LOCATE, STAKE, AND FLAG OR THE START OF CONSTRUCTION, THE CONTRACTOR SHALL LOCATE, STAKE, AND FLAG OR START OF CONSTRUCTION, THE CONTRACTOR SHALL LOCATE, STAKE, AND FLAG OR START OF CONSTRUCTION, THE CONTRACTOR SHALL LOCATE, STAKE, AND FLAG OR OF CONSTRUCTION, THE CONTRACTOR SHALL LOCATE, STAKE, AND FLAG OR OF CONSTRUCTION, THE CONTRACTOR SHALL LOCATE, STAKE, AND FLAG OR CONSTRUCTION, THE CONTRACTOR SHALL LOCATE, STAKE, AND FLAG OR CONSTRUCTION, THE CONTRACTOR SHALL LOCATE, STAKE, AND FLAG OR THE CONTRACTOR SHALL LOCATE, STAKE, AND FLAG OR THE CONTRACTOR SHALL LOCATE, STAKE, AND FLAG OR CONTRACTOR SHALL LOCATE, STAKE, AND FLAG OR CONTRACTOR SHALL LOCATE, STAKE, AND FLAG OR SHALL LOCATE, STAKE, AND FLAG OR SHALL LOCATE, STAKE, AND FLAG OR LOCATE, STAKE, AND FLAG OR LOCATE, STAKE, AND FLAG OR STAKE, AND FLAG OR STAKE, AND FLAG OR AND FLAG OR AND FLAG OR FLAG OR FLAG OR OR OR OTHERWISE IDENTIFY WITH PAINT OR OTHER MARKINGS ALL PERMANENT SURVEY MONUMENTS OF IDENTIFY WITH PAINT OR OTHER MARKINGS ALL PERMANENT SURVEY MONUMENTS OF IDENTIFY WITH PAINT OR OTHER MARKINGS ALL PERMANENT SURVEY MONUMENTS OF WITH PAINT OR OTHER MARKINGS ALL PERMANENT SURVEY MONUMENTS OF WITH PAINT OR OTHER MARKINGS ALL PERMANENT SURVEY MONUMENTS OF PAINT OR OTHER MARKINGS ALL PERMANENT SURVEY MONUMENTS OF PAINT OR OTHER MARKINGS ALL PERMANENT SURVEY MONUMENTS OF OR OTHER MARKINGS ALL PERMANENT SURVEY MONUMENTS OF OR OTHER MARKINGS ALL PERMANENT SURVEY MONUMENTS OF OTHER MARKINGS ALL PERMANENT SURVEY MONUMENTS OF OTHER MARKINGS ALL PERMANENT SURVEY MONUMENTS OF MARKINGS ALL PERMANENT SURVEY MONUMENTS OF MARKINGS ALL PERMANENT SURVEY MONUMENTS OF ALL PERMANENT SURVEY MONUMENTS OF ALL PERMANENT SURVEY MONUMENTS OF PERMANENT SURVEY MONUMENTS OF PERMANENT SURVEY MONUMENTS OF SURVEY MONUMENTS OF SURVEY MONUMENTS OF MONUMENTS OF MONUMENTS OF OF OF RECORD AND ANY UNRECORDED MONUMENTS THAT ARE DISCOVERED THAT ARE WITHIN 50 FEET OF AND ANY UNRECORDED MONUMENTS THAT ARE DISCOVERED THAT ARE WITHIN 50 FEET OF AND ANY UNRECORDED MONUMENTS THAT ARE DISCOVERED THAT ARE WITHIN 50 FEET OF ANY UNRECORDED MONUMENTS THAT ARE DISCOVERED THAT ARE WITHIN 50 FEET OF ANY UNRECORDED MONUMENTS THAT ARE DISCOVERED THAT ARE WITHIN 50 FEET OF UNRECORDED MONUMENTS THAT ARE DISCOVERED THAT ARE WITHIN 50 FEET OF UNRECORDED MONUMENTS THAT ARE DISCOVERED THAT ARE WITHIN 50 FEET OF MONUMENTS THAT ARE DISCOVERED THAT ARE WITHIN 50 FEET OF MONUMENTS THAT ARE DISCOVERED THAT ARE WITHIN 50 FEET OF THAT ARE DISCOVERED THAT ARE WITHIN 50 FEET OF THAT ARE DISCOVERED THAT ARE WITHIN 50 FEET OF ARE DISCOVERED THAT ARE WITHIN 50 FEET OF ARE DISCOVERED THAT ARE WITHIN 50 FEET OF DISCOVERED THAT ARE WITHIN 50 FEET OF DISCOVERED THAT ARE WITHIN 50 FEET OF THAT ARE WITHIN 50 FEET OF THAT ARE WITHIN 50 FEET OF ARE WITHIN 50 FEET OF ARE WITHIN 50 FEET OF WITHIN 50 FEET OF WITHIN 50 FEET OF 50 FEET OF 50 FEET OF FEET OF FEET OF OF OF THE CONSTRUCTION ACTIVITY. 3.THE LANDOWNER, CONTRACTOR AND/OR ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES THAT THE LANDOWNER, CONTRACTOR AND/OR ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES THAT LANDOWNER, CONTRACTOR AND/OR ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES THAT LANDOWNER, CONTRACTOR AND/OR ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES THAT CONTRACTOR AND/OR ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES THAT CONTRACTOR AND/OR ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES THAT AND/OR ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES THAT AND/OR ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES THAT ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES THAT ANY PERSON PERFORMING CONSTRUCTION ACTIVITIES THAT PERSON PERFORMING CONSTRUCTION ACTIVITIES THAT PERSON PERFORMING CONSTRUCTION ACTIVITIES THAT PERFORMING CONSTRUCTION ACTIVITIES THAT PERFORMING CONSTRUCTION ACTIVITIES THAT CONSTRUCTION ACTIVITIES THAT CONSTRUCTION ACTIVITIES THAT ACTIVITIES THAT ACTIVITIES THAT THAT THAT WILL OR MAY DISTURB AN EXISTING MONUMENT, CORNER STAKE, OR ANY OTHER PERMANENT OR MAY DISTURB AN EXISTING MONUMENT, CORNER STAKE, OR ANY OTHER PERMANENT OR MAY DISTURB AN EXISTING MONUMENT, CORNER STAKE, OR ANY OTHER PERMANENT MAY DISTURB AN EXISTING MONUMENT, CORNER STAKE, OR ANY OTHER PERMANENT MAY DISTURB AN EXISTING MONUMENT, CORNER STAKE, OR ANY OTHER PERMANENT DISTURB AN EXISTING MONUMENT, CORNER STAKE, OR ANY OTHER PERMANENT DISTURB AN EXISTING MONUMENT, CORNER STAKE, OR ANY OTHER PERMANENT AN EXISTING MONUMENT, CORNER STAKE, OR ANY OTHER PERMANENT AN EXISTING MONUMENT, CORNER STAKE, OR ANY OTHER PERMANENT EXISTING MONUMENT, CORNER STAKE, OR ANY OTHER PERMANENT EXISTING MONUMENT, CORNER STAKE, OR ANY OTHER PERMANENT MONUMENT, CORNER STAKE, OR ANY OTHER PERMANENT MONUMENT, CORNER STAKE, OR ANY OTHER PERMANENT CORNER STAKE, OR ANY OTHER PERMANENT CORNER STAKE, OR ANY OTHER PERMANENT STAKE, OR ANY OTHER PERMANENT STAKE, OR ANY OTHER PERMANENT OR ANY OTHER PERMANENT OR ANY OTHER PERMANENT ANY OTHER PERMANENT ANY OTHER PERMANENT OTHER PERMANENT OTHER PERMANENT PERMANENT PERMANENT SURVEYED MONUMENT SHALL CAUSE TO HAVE A LICENSED LAND SURVEYOR OR CIVIL ENGINEER, MONUMENT SHALL CAUSE TO HAVE A LICENSED LAND SURVEYOR OR CIVIL ENGINEER, MONUMENT SHALL CAUSE TO HAVE A LICENSED LAND SURVEYOR OR CIVIL ENGINEER, SHALL CAUSE TO HAVE A LICENSED LAND SURVEYOR OR CIVIL ENGINEER, SHALL CAUSE TO HAVE A LICENSED LAND SURVEYOR OR CIVIL ENGINEER, SHALL CAUSE TO HAVE A LICENSED LAND SURVEYOR OR CIVIL ENGINEER, CAUSE TO HAVE A LICENSED LAND SURVEYOR OR CIVIL ENGINEER, CAUSE TO HAVE A LICENSED LAND SURVEYOR OR CIVIL ENGINEER, TO HAVE A LICENSED LAND SURVEYOR OR CIVIL ENGINEER, TO HAVE A LICENSED LAND SURVEYOR OR CIVIL ENGINEER, HAVE A LICENSED LAND SURVEYOR OR CIVIL ENGINEER, HAVE A LICENSED LAND SURVEYOR OR CIVIL ENGINEER, A LICENSED LAND SURVEYOR OR CIVIL ENGINEER, A LICENSED LAND SURVEYOR OR CIVIL ENGINEER, LICENSED LAND SURVEYOR OR CIVIL ENGINEER, LICENSED LAND SURVEYOR OR CIVIL ENGINEER, LAND SURVEYOR OR CIVIL ENGINEER, LAND SURVEYOR OR CIVIL ENGINEER, SURVEYOR OR CIVIL ENGINEER, SURVEYOR OR CIVIL ENGINEER, OR CIVIL ENGINEER, OR CIVIL ENGINEER, CIVIL ENGINEER, CIVIL ENGINEER, ENGINEER, ENGINEER, AUTHORIZED TO PRACTICE SURVEYING, ENSURE THAT A CORNER RECORD AND/OR RECORD OF SURVEY TO PRACTICE SURVEYING, ENSURE THAT A CORNER RECORD AND/OR RECORD OF SURVEY TO PRACTICE SURVEYING, ENSURE THAT A CORNER RECORD AND/OR RECORD OF SURVEY PRACTICE SURVEYING, ENSURE THAT A CORNER RECORD AND/OR RECORD OF SURVEY PRACTICE SURVEYING, ENSURE THAT A CORNER RECORD AND/OR RECORD OF SURVEY SURVEYING, ENSURE THAT A CORNER RECORD AND/OR RECORD OF SURVEY SURVEYING, ENSURE THAT A CORNER RECORD AND/OR RECORD OF SURVEY ENSURE THAT A CORNER RECORD AND/OR RECORD OF SURVEY ENSURE THAT A CORNER RECORD AND/OR RECORD OF SURVEY THAT A CORNER RECORD AND/OR RECORD OF SURVEY THAT A CORNER RECORD AND/OR RECORD OF SURVEY A CORNER RECORD AND/OR RECORD OF SURVEY A CORNER RECORD AND/OR RECORD OF SURVEY CORNER RECORD AND/OR RECORD OF SURVEY CORNER RECORD AND/OR RECORD OF SURVEY RECORD AND/OR RECORD OF SURVEY RECORD AND/OR RECORD OF SURVEY AND/OR RECORD OF SURVEY AND/OR RECORD OF SURVEY RECORD OF SURVEY RECORD OF SURVEY OF SURVEY OF SURVEY SURVEY SURVEY ARE FILED WITH THE COUNTY SURVEYOR'S OFFICE PRIOR TO DISTURBING SAID MONUMENTS AND RESET FILED WITH THE COUNTY SURVEYOR'S OFFICE PRIOR TO DISTURBING SAID MONUMENTS AND RESET FILED WITH THE COUNTY SURVEYOR'S OFFICE PRIOR TO DISTURBING SAID MONUMENTS AND RESET WITH THE COUNTY SURVEYOR'S OFFICE PRIOR TO DISTURBING SAID MONUMENTS AND RESET WITH THE COUNTY SURVEYOR'S OFFICE PRIOR TO DISTURBING SAID MONUMENTS AND RESET THE COUNTY SURVEYOR'S OFFICE PRIOR TO DISTURBING SAID MONUMENTS AND RESET THE COUNTY SURVEYOR'S OFFICE PRIOR TO DISTURBING SAID MONUMENTS AND RESET COUNTY SURVEYOR'S OFFICE PRIOR TO DISTURBING SAID MONUMENTS AND RESET COUNTY SURVEYOR'S OFFICE PRIOR TO DISTURBING SAID MONUMENTS AND RESET SURVEYOR'S OFFICE PRIOR TO DISTURBING SAID MONUMENTS AND RESET SURVEYOR'S OFFICE PRIOR TO DISTURBING SAID MONUMENTS AND RESET OFFICE PRIOR TO DISTURBING SAID MONUMENTS AND RESET OFFICE PRIOR TO DISTURBING SAID MONUMENTS AND RESET PRIOR TO DISTURBING SAID MONUMENTS AND RESET PRIOR TO DISTURBING SAID MONUMENTS AND RESET TO DISTURBING SAID MONUMENTS AND RESET TO DISTURBING SAID MONUMENTS AND RESET DISTURBING SAID MONUMENTS AND RESET DISTURBING SAID MONUMENTS AND RESET SAID MONUMENTS AND RESET SAID MONUMENTS AND RESET MONUMENTS AND RESET MONUMENTS AND RESET AND RESET AND RESET RESET RESET PERMANENT MONUMENT(S) IN THE SURFACE OF THE NEW CONSTRUCTION OR SET A WITNESS MONUMENT(S) IN THE SURFACE OF THE NEW CONSTRUCTION OR SET A WITNESS MONUMENT(S) IN THE SURFACE OF THE NEW CONSTRUCTION OR SET A WITNESS IN THE SURFACE OF THE NEW CONSTRUCTION OR SET A WITNESS IN THE SURFACE OF THE NEW CONSTRUCTION OR SET A WITNESS THE SURFACE OF THE NEW CONSTRUCTION OR SET A WITNESS THE SURFACE OF THE NEW CONSTRUCTION OR SET A WITNESS SURFACE OF THE NEW CONSTRUCTION OR SET A WITNESS SURFACE OF THE NEW CONSTRUCTION OR SET A WITNESS OF THE NEW CONSTRUCTION OR SET A WITNESS OF THE NEW CONSTRUCTION OR SET A WITNESS THE NEW CONSTRUCTION OR SET A WITNESS THE NEW CONSTRUCTION OR SET A WITNESS NEW CONSTRUCTION OR SET A WITNESS NEW CONSTRUCTION OR SET A WITNESS CONSTRUCTION OR SET A WITNESS CONSTRUCTION OR SET A WITNESS OR SET A WITNESS OR SET A WITNESS SET A WITNESS SET A WITNESS A WITNESS A WITNESS WITNESS WITNESS MONUMENT(S) TO PERPETUATE THE LOCATION IF ANY PERMANENT MONUMENT COULD BE DESTROYED, TO PERPETUATE THE LOCATION IF ANY PERMANENT MONUMENT COULD BE DESTROYED, TO PERPETUATE THE LOCATION IF ANY PERMANENT MONUMENT COULD BE DESTROYED, PERPETUATE THE LOCATION IF ANY PERMANENT MONUMENT COULD BE DESTROYED, PERPETUATE THE LOCATION IF ANY PERMANENT MONUMENT COULD BE DESTROYED, THE LOCATION IF ANY PERMANENT MONUMENT COULD BE DESTROYED, THE LOCATION IF ANY PERMANENT MONUMENT COULD BE DESTROYED, LOCATION IF ANY PERMANENT MONUMENT COULD BE DESTROYED, LOCATION IF ANY PERMANENT MONUMENT COULD BE DESTROYED, IF ANY PERMANENT MONUMENT COULD BE DESTROYED, IF ANY PERMANENT MONUMENT COULD BE DESTROYED, ANY PERMANENT MONUMENT COULD BE DESTROYED, ANY PERMANENT MONUMENT COULD BE DESTROYED, PERMANENT MONUMENT COULD BE DESTROYED, PERMANENT MONUMENT COULD BE DESTROYED, MONUMENT COULD BE DESTROYED, MONUMENT COULD BE DESTROYED, COULD BE DESTROYED, COULD BE DESTROYED, BE DESTROYED, BE DESTROYED, DESTROYED, DESTROYED, DAMAGED, COVERED, DISTURBED, OR OTHERWISE OBLITERATED. THE LICENSED LAND SURVEYOR OR COVERED, DISTURBED, OR OTHERWISE OBLITERATED. THE LICENSED LAND SURVEYOR OR COVERED, DISTURBED, OR OTHERWISE OBLITERATED. THE LICENSED LAND SURVEYOR OR DISTURBED, OR OTHERWISE OBLITERATED. THE LICENSED LAND SURVEYOR OR DISTURBED, OR OTHERWISE OBLITERATED. THE LICENSED LAND SURVEYOR OR OR OTHERWISE OBLITERATED. THE LICENSED LAND SURVEYOR OR OR OTHERWISE OBLITERATED. THE LICENSED LAND SURVEYOR OR OTHERWISE OBLITERATED. THE LICENSED LAND SURVEYOR OR OTHERWISE OBLITERATED. THE LICENSED LAND SURVEYOR OR OBLITERATED. THE LICENSED LAND SURVEYOR OR OBLITERATED. THE LICENSED LAND SURVEYOR OR THE LICENSED LAND SURVEYOR OR THE LICENSED LAND SURVEYOR OR THE LICENSED LAND SURVEYOR OR LICENSED LAND SURVEYOR OR LICENSED LAND SURVEYOR OR LAND SURVEYOR OR LAND SURVEYOR OR SURVEYOR OR SURVEYOR OR OR OR CIVIL ENGINEER SHALL FILE A CORNER RECORD OR RECORD OF SURVEY WITH COUNTY SURVEYOR ENGINEER SHALL FILE A CORNER RECORD OR RECORD OF SURVEY WITH COUNTY SURVEYOR ENGINEER SHALL FILE A CORNER RECORD OR RECORD OF SURVEY WITH COUNTY SURVEYOR SHALL FILE A CORNER RECORD OR RECORD OF SURVEY WITH COUNTY SURVEYOR SHALL FILE A CORNER RECORD OR RECORD OF SURVEY WITH COUNTY SURVEYOR FILE A CORNER RECORD OR RECORD OF SURVEY WITH COUNTY SURVEYOR FILE A CORNER RECORD OR RECORD OF SURVEY WITH COUNTY SURVEYOR A CORNER RECORD OR RECORD OF SURVEY WITH COUNTY SURVEYOR A CORNER RECORD OR RECORD OF SURVEY WITH COUNTY SURVEYOR CORNER RECORD OR RECORD OF SURVEY WITH COUNTY SURVEYOR CORNER RECORD OR RECORD OF SURVEY WITH COUNTY SURVEYOR RECORD OR RECORD OF SURVEY WITH COUNTY SURVEYOR RECORD OR RECORD OF SURVEY WITH COUNTY SURVEYOR OR RECORD OF SURVEY WITH COUNTY SURVEYOR OR RECORD OF SURVEY WITH COUNTY SURVEYOR RECORD OF SURVEY WITH COUNTY SURVEYOR RECORD OF SURVEY WITH COUNTY SURVEYOR OF SURVEY WITH COUNTY SURVEYOR OF SURVEY WITH COUNTY SURVEYOR SURVEY WITH COUNTY SURVEYOR SURVEY WITH COUNTY SURVEYOR WITH COUNTY SURVEYOR WITH COUNTY SURVEYOR COUNTY SURVEYOR COUNTY SURVEYOR SURVEYOR SURVEYOR PRIOR TO FINAL ACCEPTANCE OF THE PROJECT BY THE LAND DEVELOPMENT ENGINEERING INSPECTOR.

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ENGINEER'S STATEMENT I HEREBY STATE THAT THESE PLANS ARE IN COMPLIANCE WITH ADOPTED COUNTY STANDARDS, THE APPROVED TENTATIVE MAP (OR PLAN) AND CONDITIONS OF APPROVAL PERTAINING THERETO DATED FILE(S) NO. FILE(S) NO.

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DATE

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SIGNATURE

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R.C.E. NO.

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EXPIRATION DATE

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R

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E

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No. 47518

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E

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R

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E

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N

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G

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N

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N.

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EXP. 12-31-17

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D

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M.

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47518

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EXPIRATION DATE

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12-31-17

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COUNTY OF SANTA CLARA DEPT. OF ROADS AND AIRPORTS

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ENCROACHMENT PERMIT NO.

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ISSUED BY: DATE:

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NO WORK SHALL BE DONE IN THE COUNTY'S RIGHT-OF-WAY WORK SHALL BE DONE IN THE COUNTY'S RIGHT-OF-WAY WORK SHALL BE DONE IN THE COUNTY'S RIGHT-OF-WAY SHALL BE DONE IN THE COUNTY'S RIGHT-OF-WAY SHALL BE DONE IN THE COUNTY'S RIGHT-OF-WAY BE DONE IN THE COUNTY'S RIGHT-OF-WAY BE DONE IN THE COUNTY'S RIGHT-OF-WAY DONE IN THE COUNTY'S RIGHT-OF-WAY DONE IN THE COUNTY'S RIGHT-OF-WAY IN THE COUNTY'S RIGHT-OF-WAY IN THE COUNTY'S RIGHT-OF-WAY THE COUNTY'S RIGHT-OF-WAY THE COUNTY'S RIGHT-OF-WAY COUNTY'S RIGHT-OF-WAY COUNTY'S RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY WITHOUT AN ENCROACHMENT PERMIT, INCLUDING THE AN ENCROACHMENT PERMIT, INCLUDING THE AN ENCROACHMENT PERMIT, INCLUDING THE ENCROACHMENT PERMIT, INCLUDING THE ENCROACHMENT PERMIT, INCLUDING THE PERMIT, INCLUDING THE PERMIT, INCLUDING THE INCLUDING THE INCLUDING THE THE THE STAGING OF CONSTRUCTION MATERIAL AND THE PLACEMENT OF CONSTRUCTION MATERIAL AND THE PLACEMENT OF CONSTRUCTION MATERIAL AND THE PLACEMENT CONSTRUCTION MATERIAL AND THE PLACEMENT CONSTRUCTION MATERIAL AND THE PLACEMENT MATERIAL AND THE PLACEMENT MATERIAL AND THE PLACEMENT AND THE PLACEMENT AND THE PLACEMENT THE PLACEMENT THE PLACEMENT PLACEMENT PLACEMENT OF PORTABLE TOILETS.

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GRADING / DRAINAGE PERMIT NO.

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LAND DEVELOPMENT ENGINEERING & SURVEYING

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ISSUED BY: DATE:

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COUNTY OF SANTA CLARA

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86,350%%P

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Main House Grading Plan

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Overall Site Plan

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Sheet C2

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Sheet C1

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Guest House Grading Plan

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Driveway Plan and Profile

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Sheet C3

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Sheet C4

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SHEET INDEX

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Sheet C5

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Sheet C6

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Sheet C7

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Title Sheet

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Sheet C9

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Driveway Sections

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Sheet C10

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Sheet C8

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Erosion Control Details

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Sheet C11

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Erosion Control Details

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Sheet C12

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SITE PLAN

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1"=250'

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PARCEL 1

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APN 742-02-019

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LOT SIZE = 43.79%%P AC

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APN 742-02-021

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APN 742-02-025

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APN 742-02-029

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APN 742-02-028

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APN 742-02-005

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APN 742-02-010

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BENCHMARK

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FD HUB ELEV = 930.98' (ASSUMED)

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SILICON VALLEY SOIL ENGINEERING

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2391 ZANKER ROAD, TEL: (408) 324-1400

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JULY 15, 2013 FILE NO. SV1152

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NO.

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REVISIONS

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APP'D

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BY

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CHECKED

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DATE

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SCALE

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CONTRACT NO.

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PROJECT NO.

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California

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DRAWN

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DATE

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DESIGNED

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DATE

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FILE NO.

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OF

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SHT NO.

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DRAWING NO.

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ROAD NAME :

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COUNTY FILE NO :

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APPLICANT :

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Fax: (408) 583-4006

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Phone: (408) 806-7187

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San Jose, CA 95112

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598 E Santa Clara St, #270

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DUONG AND DAO

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CINNABAR HILLS ROAD

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LANDS OF DUONG AND DAO

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10170 CINNABAR HILLS ROAD

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APN 742-02-019

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San Jose

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12

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PT

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PT

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NL

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04/12/17

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04/12/17

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04/12/17

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9074-47-43-13G

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NOTE: : "ROADWAYS DESIGNATED AS NOT COUNTY MAINTAINED ROADS AS DESIGNATED AS NOT COUNTY MAINTAINED ROADS AS DESIGNATED AS NOT COUNTY MAINTAINED ROADS AS AS NOT COUNTY MAINTAINED ROADS AS AS NOT COUNTY MAINTAINED ROADS AS NOT COUNTY MAINTAINED ROADS AS NOT COUNTY MAINTAINED ROADS AS COUNTY MAINTAINED ROADS AS COUNTY MAINTAINED ROADS AS MAINTAINED ROADS AS MAINTAINED ROADS AS ROADS AS ROADS AS AS AS SHOWN UPON THIS MAP/PLAN WILL NOT BE ELIGIBLE FOR UPON THIS MAP/PLAN WILL NOT BE ELIGIBLE FOR UPON THIS MAP/PLAN WILL NOT BE ELIGIBLE FOR THIS MAP/PLAN WILL NOT BE ELIGIBLE FOR THIS MAP/PLAN WILL NOT BE ELIGIBLE FOR MAP/PLAN WILL NOT BE ELIGIBLE FOR MAP/PLAN WILL NOT BE ELIGIBLE FOR WILL NOT BE ELIGIBLE FOR WILL NOT BE ELIGIBLE FOR NOT BE ELIGIBLE FOR NOT BE ELIGIBLE FOR BE ELIGIBLE FOR BE ELIGIBLE FOR ELIGIBLE FOR ELIGIBLE FOR FOR FOR COUNTY MAINTENANCE UNTIL THE ROADWAYS ARE IMPROVED (AT MAINTENANCE UNTIL THE ROADWAYS ARE IMPROVED (AT MAINTENANCE UNTIL THE ROADWAYS ARE IMPROVED (AT UNTIL THE ROADWAYS ARE IMPROVED (AT UNTIL THE ROADWAYS ARE IMPROVED (AT THE ROADWAYS ARE IMPROVED (AT THE ROADWAYS ARE IMPROVED (AT ROADWAYS ARE IMPROVED (AT ROADWAYS ARE IMPROVED (AT ARE IMPROVED (AT ARE IMPROVED (AT IMPROVED (AT IMPROVED (AT (AT (AT NO COST TO THE COUNTY) TO PUBLIC MAINTENANCE ROAD COST TO THE COUNTY) TO PUBLIC MAINTENANCE ROAD COST TO THE COUNTY) TO PUBLIC MAINTENANCE ROAD TO THE COUNTY) TO PUBLIC MAINTENANCE ROAD TO THE COUNTY) TO PUBLIC MAINTENANCE ROAD THE COUNTY) TO PUBLIC MAINTENANCE ROAD THE COUNTY) TO PUBLIC MAINTENANCE ROAD COUNTY) TO PUBLIC MAINTENANCE ROAD COUNTY) TO PUBLIC MAINTENANCE ROAD TO PUBLIC MAINTENANCE ROAD TO PUBLIC MAINTENANCE ROAD PUBLIC MAINTENANCE ROAD PUBLIC MAINTENANCE ROAD MAINTENANCE ROAD MAINTENANCE ROAD ROAD ROAD STANDARDS APPROVED BY THE BOARD OF SUPERVISORS AND IN APPROVED BY THE BOARD OF SUPERVISORS AND IN APPROVED BY THE BOARD OF SUPERVISORS AND IN BY THE BOARD OF SUPERVISORS AND IN BY THE BOARD OF SUPERVISORS AND IN THE BOARD OF SUPERVISORS AND IN THE BOARD OF SUPERVISORS AND IN BOARD OF SUPERVISORS AND IN BOARD OF SUPERVISORS AND IN OF SUPERVISORS AND IN OF SUPERVISORS AND IN SUPERVISORS AND IN SUPERVISORS AND IN AND IN AND IN IN IN EFFECT AT SUCH TIME THAT THE ROADWAYS ARE CONSIDERED TO AT SUCH TIME THAT THE ROADWAYS ARE CONSIDERED TO AT SUCH TIME THAT THE ROADWAYS ARE CONSIDERED TO SUCH TIME THAT THE ROADWAYS ARE CONSIDERED TO SUCH TIME THAT THE ROADWAYS ARE CONSIDERED TO TIME THAT THE ROADWAYS ARE CONSIDERED TO TIME THAT THE ROADWAYS ARE CONSIDERED TO THAT THE ROADWAYS ARE CONSIDERED TO THAT THE ROADWAYS ARE CONSIDERED TO THE ROADWAYS ARE CONSIDERED TO THE ROADWAYS ARE CONSIDERED TO ROADWAYS ARE CONSIDERED TO ROADWAYS ARE CONSIDERED TO ARE CONSIDERED TO ARE CONSIDERED TO CONSIDERED TO CONSIDERED TO TO TO ACCEPTANCE INTO THE COUNTY'S ROAD SYSTEM."

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CONSTRUCTION PHASE

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9074-47-43-13G

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12/27/14

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1

402 M 11

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20'

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5,000 GAL

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5,000 GAL

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3,000 GAL

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PUMP

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H

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Y

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D

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H

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Y

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D

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2.5%%%

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2.5%

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2.5%

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895

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1,500 GAL SEPTIC TANK

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10" TREE

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18" TREE

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14" TREE

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18" TREE

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12" TREE

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12" TREE

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24" TREE

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12' TREE

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10" TREE

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12' TREE

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36" TREE

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14" TREE

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24" TREE

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12" TREE

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3-12" TREE

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100'

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131.00'

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S58%%D45'16"W

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79.64'

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2.5%%%

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UP

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WINE

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COOLER

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18'

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A/C UNIT

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A/C UNIT

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C2

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MAIN HOUSE

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PARCEL 1

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APN 742-02-019

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APN 742-02-021

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APN 742-02-025

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APN 742-02-005

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LOT SIZE = 43.79%%P AC

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F

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O

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P

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R

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N

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O

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S

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E

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S

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L

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A

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G

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R

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E

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No. 47518

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E

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R

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E

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N

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G

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N

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E

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E

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E

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T

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S

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R

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E

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L

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N.

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EXP. 12-31-17

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D

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M.

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N

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R

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F

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O

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L

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O

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F

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I

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A

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T

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E

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T

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A

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S

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C

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A

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L

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I

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V

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I

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C

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NO.

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REVISIONS

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APP'D

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BY

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DATE

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CHECKED

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DATE

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SCALE

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CONTRACT NO.

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PROJECT NO.

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California

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DRAWN

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DATE

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DESIGNED

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DATE

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FILE NO.

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OF

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SHT NO.

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DRAWING NO.

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ROAD NAME :

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COUNTY FILE NO :

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APPLICANT :

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Fax: (408) 583-4006

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Phone: (408) 806-7187

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San Jose, CA 95112

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DUONG AND DAO

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CINNABAR HILLS ROAD

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APN 742-02-019

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San Jose

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12

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PT

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PT

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NL

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04/12/17

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04/12/17

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04/12/17

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9074-47-43-13G

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OVERALL SITE PLAN

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2

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1" = 80'

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CINNABAR HILLS ROAD

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(NOT A COUNTY MAINTAINED ROAD)

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THE CROSS ROAD

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(NOT A COUNTY MAINTAINED ROAD)

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5,000 GAL

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5,000 GAL

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3,000 GAL

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PUMP

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W

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%%UWATER DELIVER TO MAIN HOUSE, GUEST HOUSE AND WHARF HYDRANT

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NTS

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@ MAIN HOUSE

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@ GUEST HOUSE

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TO WHARF FIRE HYDRANT

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TO WHARF FIRE HYDRANT

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BENCHMARK

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FD HUB ELEV = 930.98'

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%%UNOTE

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:

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W

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REPLACEMENT TREE SHOWN ON PLAN ARE APPROXIMATE. FINAL TREE LOCATIONS SHALL DETERMINED BY OWNER/LANDSCAPE DESIGNER.

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APPROVED FOR ISSUANCE REFER TO ENCROACHMENT AND/OR CONSTRUCTION PERMIT AND PLAN COVER SHEET FOR SPECIAL CONDITIONS AND PERMIT NUMBERS

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EP

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TURNOUT DETAILS

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TURNOUTS SHALL BE LOCATED AT APPROXIMATELY 400' INTERVAL

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15'

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EP

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22'

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40'

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22'

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3' SHOULDER

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20'

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%%ULEGEND & ABBREVIATIONS

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ABAGGREGATE BASE AGGREGATE BASE ACASPHALT CONCRETE ASPHALT CONCRETE ADAREA DRAIN AREA DRAIN AEANCHOR EASEMENT ANCHOR EASEMENT BB BUBBLER BOX BUBBLER BOX BLDGBUILDING BUILDING BSL BUILDING SETBACK LINE BUILDING SETBACK LINE BW BOTTOM OF WALL/BACK OF WALK BOTTOM OF WALL/BACK OF WALK CG CURB & GUTTER CURB & GUTTER CENTERLINE CENTERLINE CLF CHAIN LINK FENCE CHAIN LINK FENCE CO SANITARY SEWER CLEANOUT SANITARY SEWER CLEANOUT COP CURB OPENING CURB OPENING CONC CONCRETE CONCRETE CSDCOUNTY STANDARD DETAIL COUNTY STANDARD DETAIL DE DRAINAGE EMITTER DRAINAGE EMITTER DI DRAINAGE INLET DRAINAGE INLET DS DOWNSPOUT DOWNSPOUT DWYDRIVEWAY DRIVEWAY EAEASEMENT EASEMENT ELEV ELEVATION ELEVATION EM ELECTRIC METER ELECTRIC METER E(OH) ELECTRIC OVERHEAD ELECTRIC OVERHEAD E(UG) ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND EP EDGE OF PAVEMENT EDGE OF PAVEMENT EX EXISTING EXISTING FC FACE OF CURB FACE OF CURB FD FOUND FOUND FF FINISH ELEVATION OF SUBFLOOR FINISH ELEVATION OF SUBFLOOR FG GROUND FINISH GRADE GROUND FINISH GRADE FH FIRE HYDRANT FIRE HYDRANT FL FLOW LINE FLOW LINE G GARAGE SLAB ELEVATION/GAS LINE GARAGE SLAB ELEVATION/GAS LINE GPE GENERAL PUBLIC EASEMENT GENERAL PUBLIC EASEMENT GSB GRADING SETBACK GRADING SETBACK GM GAS METER GAS METER HP HI POINT HI POINT INV INVERT INVERT LIP LIP OF GUTTER LIP OF GUTTER LS LANDSCAPED AREA MAX MAXIMUM LANDSCAPED AREA MAX MAXIMUM MHMANHOLE MANHOLE MIN MINIMUM MINIMUM MINIMUM N&S NAIL AND SILVER NAIL AND SILVER NTS NOT TO SCALE NOT TO SCALE OH OVERHEAD OVERHEAD OG ORIGINAL GROUND ORIGINAL GROUND PPAVEMENT FINISH GRADE PAVEMENT FINISH GRADE PAD PAD ELEVATION PAD ELEVATION PROPERTY LINE PROPERTY LINE PEE PEDESTRIAN EQUESTRIAN EASEMENT PEDESTRIAN EQUESTRIAN EASEMENT PERF PERFORATED PERFORATED PP POWER POLE PROP PROPOSED POWER POLE PROP PROPOSED PSE PUBLIC SERVICE EASEMENT PUBLIC SERVICE EASEMENT PUE PUBLIC UTILITY EASEMENT PUBLIC UTILITY EASEMENT PVMT PAVEMENT PAVEMENT PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE R RADIUS RADIUS RW RETAINING WALL RETAINING WALL REM REMOVE REMOVE R/W RIGHT OF WAY RIGHT OF WAY SD STORM DRAIN STORM DRAIN SDE STORM DRAIN EASEMENT STORM DRAIN EASEMENT SE SLOPE EASEMENT SLOPE EASEMENT SS SANITARY SEWER/LATERAL SANITARY SEWER/LATERAL SSE SANITARY SEWER EASEMENT SANITARY SEWER EASEMENT STA STATION STATION STD STANDARD CITY DETAIL STANDARD CITY DETAIL SW SIDEWALK SIDEWALK TB TOP OF BANK TOP OF BANK TC TOP OF CURB TOP OF CURB TEMP TEMPORARY TEMPORARY TOC TOP OF COVER TOP OF COVER TOETOE OF BANK TOE OF BANK TG TOP OF GRATE TOP OF GRATE TPF TREE PROTECTION FENCE TREE PROTECTION FENCE TW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL VG VALLEY GUTTER VALLEY GUTTER W WATER WATER WCE WIRE CLEARANCE EASEMENT WIRE CLEARANCE EASEMENT WLK WALKWAY WALKWAY WM WATER METER WATER METER WOE WIRE OVERHANG EASEMENT WIRE OVERHANG EASEMENT WV WATER VALVE WATER VALVE

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AREA DRAIN BENCHMARK BOUNDARY CATCH BASIN COBBLE ROCK ENERGY DISSIPATOR CONCRETE CONTOUR: EXISTING CONTOUR: PROPOSED OR NEW DESIGN GRADE DOWNSPOUT WITH SPLASHBLOCK DRAINAGE EMITTER DIVERSION VALVE DRAINAGE DIRECTION EXTENDABLE BACKWATER VALVE (SEE PROJECT NOTES) DRAINAGE SWALE EASEMENT LINE EXISTING ELEVATION EXISTING FENCE EXISTING TREE TO BE REMOVED EXISTING TREE TO REMAIN FOUND IRON PIPE AT PROPERTY CORNER FILTER FABRIC ROLLS GAS METER GAS VALVE GRADE TO DRAIN GUY POLE GUY WIRE ANCHOR HIGH POINT HYDRANT: EXISTING HYDRANT: PROPOSED OR NEW INLET JOINT POLE LIGHTING LIGHTING POLE LOW POINT MONUMENT OVERLAND FLOW DIRECTION PGE BOX POST CONSTRUCTION STORM WATER POLLUTION CONTROL MEASURE PROJECT SITE RETAINING WALL RIGHT OF WAY SANITARY SEWER CLEAN OUT MANHOLE SANITARY SEWER MANHOLE STORM DRAIN MANHOLE SUMP PUMP TELEPHONE BOX TELEVISION BOX TEST PIT TOP OF FILL TOE OF FILL TOP OF CUT TOE OF CUT TREE NUMBER T-VAULT UTILITY: EXISTING UTILITY: PROPOSED OR NEW VERTICAL SHORING WATER METER WATER VALVE WELL

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WV

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WM

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100.46

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CO

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SS

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1

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X

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X

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550

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550

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W

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W

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TEL

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TV

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GM

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GV

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PGE

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DE

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JP

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OR (101.70)

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+101.70

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BMP

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H

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Y

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D

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D

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Y

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H

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T

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DIV

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W

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SD

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TP

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NOTES:

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Outlets for subdrains shall be located by the geotechnical engineer. The necessity for subdrains shall be field determined by the geotechnical engineer.

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(Inclined 5%%% into slope)

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KEYWAY DETAILS (FOR FILL SLOPE > 8:1)

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Base of Keyway & Benches

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(to be determined by

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geotechnical engineer

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in the field)

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10' Typical

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OG

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18" Min.

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(Typ.)

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Engineered Fill

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3' MIN (Typ.)

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determined by the geotechnical engineer.

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(or equivalent). Placed 3" above

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should be sloped minimum 2%

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base of keyway and benches. Pipe

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and provided with cleanouts at

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Subdrain locations shall be field

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pipe ends and at all bends.

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4" ADS N12 Perforated Pipe

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Keyway, 15' Min.

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5%%% MIN

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2' Min. Cover

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(Typ.)

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3' Min.

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Proposed Fill Slope

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material given in section 68-1.025,

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Class 2 Permeable

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(2:1, Horizontal:Vertical)

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State of California Standard

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Specifications, July 1999 edition

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EXISTING TREE PROTECTION DETAILS

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DRIP LINE

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OF TREE

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8' HIGH STEEL WITH 2" DIAMETER FENCE HIGH STEEL WITH 2" DIAMETER FENCE HIGH STEEL WITH 2" DIAMETER FENCE STEEL WITH 2" DIAMETER FENCE STEEL WITH 2" DIAMETER FENCE WITH 2" DIAMETER FENCE WITH 2" DIAMETER FENCE 2" DIAMETER FENCE 2" DIAMETER FENCE DIAMETER FENCE DIAMETER FENCE FENCE FENCE POSTS ON 5' CENTERS WITH 8' HIGH ON 5' CENTERS WITH 8' HIGH ON 5' CENTERS WITH 8' HIGH 5' CENTERS WITH 8' HIGH 5' CENTERS WITH 8' HIGH CENTERS WITH 8' HIGH CENTERS WITH 8' HIGH WITH 8' HIGH WITH 8' HIGH WITH 8' HIGH 8' HIGH 8' HIGH HIGH HIGH FENCE FABRIC. POST TO BE AT DRIP FABRIC. POST TO BE AT DRIP FABRIC. POST TO BE AT DRIP POST TO BE AT DRIP POST TO BE AT DRIP TO BE AT DRIP TO BE AT DRIP BE AT DRIP BE AT DRIP AT DRIP AT DRIP AT DRIP DRIP DRIP LINE OF TREE WHERE EVER POSSIBLE

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3' MIN

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6"

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3:1

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NTS

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LINED DITCH (EROSION CONTROL FABRIC)

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3:1

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2'

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6"

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2:1

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NTS

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SWALE TYPICAL SECTION

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2:1

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FG

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W6xW6 WELDED WIRE MAT

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2'

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6"

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2:1

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NTS

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LINED V-DITCH TYPICAL SECTION

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2:1

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3" PCC

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DRIVEWAY PAVEMENT SECTIONS

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NTS

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15'

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1' HINGE POINT

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(TYP)

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FOR SLOPE PROFILE < 15%< 15% 15%

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DRIVEWAY PAVEMENT SECTIONS

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NTS

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FOR SLOPE PROFILE > 15%%%

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15'

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1' HINGE POINT

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(TYP)

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2.5" AC

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6" AB CL II

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MAIN HOUSE

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DWY

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2:1 MAX

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2ND = 955.25' 1ST = 943.25'

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C4

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A

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A

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C4

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H

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Y

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D

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2.5%

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PERC 2

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PERC 1

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#6796

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#6795

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#6793

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#6788

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#6790

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#6781

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#6779

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#6780

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#6783

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#6784

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#6786

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#6785

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#6940

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#6941

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#6942

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#6657

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#6789

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#6778

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#6777

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#6938

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#6939

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#6847

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#6775

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#6776

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#6791

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#6787

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#6788

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2.5%

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895

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10"/10"/8" BLUE OAK

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14" CALIFORNIA BLACK OAK

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12" BLUE OAK

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10" BLUE OAK

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16" BLUE OAK

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6" BLUE OAK

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46" COAST LIVE OAK

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14" COAST LIVE OAK

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9"/7" COAST LIVE OAK

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11" COAST LIVE OAK

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8" COAST LIVE OAK

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10" BLUE OAK

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24" COAST LIVE OAK

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12"/10"/8" BLUE OAK

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16"/12" CALIFORNIA BLACK OAK

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15"/11"/10"/6" COAST LIVE OAK

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11" COAST LIVE OAK

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10" COAST LIVE OAK

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10" COAST LIVE OAK

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11" COAST LIVE OAK

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13" TREE

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10" TREE

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18" TREE

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10" TREE

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36" TREE

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24" TREE

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7" TREE

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2-18" TREE

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18" TREE

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8" TREE

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18" TREE

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10" TREE

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12" TREE

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14" TREE

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22" TREE

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10" TREE

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12" TREE

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26" TREE

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12" TREE

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905

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910

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915

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920

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925

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930

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935

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945

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960

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965

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970

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975

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980

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2'x6' ROCK RIPRAP 12+39.61 OS:47.62'R 894.25 FL

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PORCH

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942.75

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C4

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C

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C

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C4

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UP

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WINE

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COOLER

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dress.

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gst. bath

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gst. clst.

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auto court

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foyer

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master bedroom

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master bathroom

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BACK YARD PATIO AREA

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mast. clst.

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vestibule

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great room

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gourmet kitchen

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BREEZEWAY

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3 CAR GARAGE

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dining room

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laundry

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butlers pantry

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pantry

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mud room

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guest bedroom

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942.25 G

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942.25 G

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2%

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941.83 G

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941.79 P

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941.79 P

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2%

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MIN

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941.67 P

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942.05 P

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492.75

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942.25 P

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941.89 FG

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941.79 FG

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942.25 FG

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942.25 FG

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942.0 P

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942.25 FG

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942.0 P

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LS

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5%

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MIN

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941.62 P

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940.93 P

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946.77 TW 941.77 BW

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2:1

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MAX

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2%

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2%

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943.21 P

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PATIO

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2%

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943.21 P

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943.21 P

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942.91 P 935.98 FG/OG

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942.91 P 937.76 FG/OG

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942.91 P 942.31 FG

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943.0 P

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A/C UNIT

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A/C UNIT

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942.91 P 942.31 FG

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942.87 P 942.26 FG/OG

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943.21

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941.25 FG

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941.25 FG

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941.75 FG

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941.75 P

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941.75 FG

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942.21 P

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942.25 P

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942.0 P

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941.21 P

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946.82 TW 941.82 BW

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942.25 FG

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2%

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MIN

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PLANTER AREA

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946.97 TW 942.17 BW

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951.32 TW 946.32 BW

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946.47 FL

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950.82 FL

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951.60 TW 948.22 BW

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951.10 FL

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952.10 FL/HP

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952.60 TW 947.60 BW

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949.89 FL

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950.40 TW 945.40 BW

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952.10 FL

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952.60 TW 947.60 BW

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943.40 FL

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943.50 TW 942.50 BW

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943.45 FL

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946.27 FL

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946.43 FL

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946.93 TW 941.93 BW

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952.93 FL

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953.43 TW 948.43 BW

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941.27 P

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941.40 P

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945.98 FL

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951.10 TW 946.72 BW

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950.00 FL

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2%

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941.32 P

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942.5 TW 942.0 BW

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942.57 TW 941.57 BW

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941.07 P

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948.15 TW 944.07 BW

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947.65 FL

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940.5 TW 940.0 BW

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940.0 FL

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940.0 FL

AutoCAD SHX Text

939.9 FL

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933.73 FL

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931.4 FL

AutoCAD SHX Text

946.82 TW 942.12 BW

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946.82 TW 942.12 BW

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942.07 FL

AutoCAD SHX Text

947.05 TW 946.55 BW

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946.05 FL

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5%

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MIN

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940.0 FL

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940.63 FL

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940.40 P

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940.80 P 938.40 INV

AutoCAD SHX Text

3.07%

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1.83%

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1%

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2.5%

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0%

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946.05 TW 941.05 BW

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945.55 FL

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944.0 FL

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942.0 FL

AutoCAD SHX Text

945

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947.05 TW 946.55 BW

AutoCAD SHX Text

3'x10' ROCK RIPRAP 937.6 INV/FL

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940

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940

AutoCAD SHX Text

940

AutoCAD SHX Text

935

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C3

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F

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O

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P

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R

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N

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O

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S

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E

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S

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L

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A

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G

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R

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E

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No. 47518

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E

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R

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E

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N

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G

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N

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E

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E

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E

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T

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S

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R

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E

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L

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N.

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EXP. 12-31-17

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D

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M.

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N

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R

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F

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O

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L

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O

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F

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I

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A

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T

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E

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T

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A

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S

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C

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A

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L

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I

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V

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I

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C

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DRIVEWAY (SEE SHEET C5, C6, C7, C8 & C9)

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NO.

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REVISIONS

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APP'D

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BY

AutoCAD SHX Text

DATE

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CHECKED

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DATE

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SCALE

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CONTRACT NO.

AutoCAD SHX Text

PROJECT NO.

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California

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DRAWN

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DATE

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DESIGNED

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DATE

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FILE NO.

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OF

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SHT NO.

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DRAWING NO.

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ROAD NAME :

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COUNTY FILE NO :

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APPLICANT :

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Fax: (408) 583-4006

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Phone: (408) 806-7187

AutoCAD SHX Text

San Jose, CA 95112

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AutoCAD SHX Text

DUONG AND DAO

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CINNABAR HILLS ROAD

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AutoCAD SHX Text


AutoCAD SHX Text

APN 742-02-019

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San Jose

AutoCAD SHX Text

12

AutoCAD SHX Text

PT

AutoCAD SHX Text

PT

AutoCAD SHX Text

NL

AutoCAD SHX Text

04/12/17

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04/12/17

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

9074-47-43-13G

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MAIN HOUSE GRADING PLAN

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3

AutoCAD SHX Text

1" = 10'

AutoCAD SHX Text

DRIVEWAY (SEE SHEET C5, C6, C7, C8 & C9)

AutoCAD SHX Text

NOTE: GRADING WORK BETWEEN OCTOBER 15 AND APRIL 15 IS AT THE DISCRETION OF THE SANTA CLARA COUNTY BUILDING OFFICIAL.

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MATERIAL STORAGE AND LAYDOWN AREA

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AutoCAD SHX Text

2:1

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RETENTION POND 1 & 2

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NTS

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13.5' MIN

AutoCAD SHX Text

1.75'

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2:1

AutoCAD SHX Text

2.5'

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1' FREEBOARD

AutoCAD SHX Text

PHASE 2 (IS NOT A PART OF THIS PERMIT)

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PHASE 1

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PROPOSED HOUSE

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2ND

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1ST = 943.25'

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SECTION A-A

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PATIO

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DWY

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DECK

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TV ROOM

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CARPORT

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GARAGE

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PATIO

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2%

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1249.92

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2%

AutoCAD SHX Text

GUEST HOUSE MAIN FLOOR = 1250' BSMT CRAWL SPACE 1241'

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1%

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VIEW BRIDGE

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1240.5

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C3

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G

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C3

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G

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C3

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F

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F

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C3

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C3

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H

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C3

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H

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1240.5

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2.5%

AutoCAD SHX Text

18" H SEAT

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WLK

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PATIO

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1240.5

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2% MIN

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20'

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2:1 MAX

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H

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Y

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D

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8" TREE

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10" TREE

AutoCAD SHX Text

12" TREE

AutoCAD SHX Text

#6699

AutoCAD SHX Text

#6639

AutoCAD SHX Text

#6891

AutoCAD SHX Text

#6892

AutoCAD SHX Text

#6777

AutoCAD SHX Text

#6600

AutoCAD SHX Text

#6800

AutoCAD SHX Text

#6898

AutoCAD SHX Text

#6899

AutoCAD SHX Text

15" COAST LIVE OAK

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AutoCAD SHX Text

13" BLUE OAK

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29" COAST LIVE OAK

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AutoCAD SHX Text

11" VALLEY OAK

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10" BLUE OAK

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10" BLUE OAK

AutoCAD SHX Text

7" BLUE OAK

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14" COAST LIVE OAK

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(QUERCUS DOUGLASII)

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1260

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1255

AutoCAD SHX Text

1250

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1%

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1%

AutoCAD SHX Text

1%

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1.0%

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1%

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1.26%

AutoCAD SHX Text

18'

AutoCAD SHX Text

SECTION F-F

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GUEST HOUSE MAIN FLOOR = 1250'

AutoCAD SHX Text

BSMT CRAWL SPACE = 1241'

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2:1 MAX

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SECTION G-G

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AutoCAD SHX Text

BSMT CRAWL SPACE = 1241'

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1%

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GARAGE

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SECTION H-H

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2%

AutoCAD SHX Text


AutoCAD SHX Text

BSMT FLOOR = 1241'

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2%

AutoCAD SHX Text

DECK

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PATIO

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PROPOSED HOUSE

AutoCAD SHX Text

2ND

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1ST = 943.25'

AutoCAD SHX Text

SECTION C-C

AutoCAD SHX Text

PATIO

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DWY

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2:1 MAX

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5% MIN

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F

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O

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P

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R

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N

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O

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S

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E

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S

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L

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A

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G

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R

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E

AutoCAD SHX Text

No. 47518

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E

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R

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E

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N

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G

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N

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E

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E

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E

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T

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S

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R

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E

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L

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N.

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EXP. 12-31-17

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D

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M.

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N

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R

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F

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O

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L

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O

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F

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I

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A

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T

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E

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T

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A

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S

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C

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A

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L

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I

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V

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I

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C

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DRIVEWAY (SEE SHEET C4, C5, C6 & C7)

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C4

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NO.

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REVISIONS

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APP'D

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BY

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DATE

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CHECKED

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DATE

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SCALE

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CONTRACT NO.

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PROJECT NO.

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California

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DRAWN

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DATE

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DESIGNED

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DATE

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FILE NO.

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OF

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SHT NO.

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DRAWING NO.

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ROAD NAME :

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COUNTY FILE NO :

AutoCAD SHX Text

APPLICANT :

AutoCAD SHX Text

Fax: (408) 583-4006

AutoCAD SHX Text

Phone: (408) 806-7187

AutoCAD SHX Text

San Jose, CA 95112

AutoCAD SHX Text


AutoCAD SHX Text

DUONG AND DAO

AutoCAD SHX Text

CINNABAR HILLS ROAD

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

APN 742-02-019

AutoCAD SHX Text

San Jose

AutoCAD SHX Text

12

AutoCAD SHX Text

PT

AutoCAD SHX Text

PT

AutoCAD SHX Text

NL

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

9074-47-43-13G

AutoCAD SHX Text

GUEST HOUSE GRADING PLAN

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4

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1" = 10'

AutoCAD SHX Text


AutoCAD SHX Text

MATERIAL STORAGE AND LAYDOWN AREA

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AutoCAD SHX Text

PHASE 2 IS NOT A PART OF THIS PERMIT

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PHASE 1

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EX BLDG

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WIDEN AREA

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MAIN HOUSE

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DWY

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2:1 MAX

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2ND = 955.25' 1ST = 943.25'

AutoCAD SHX Text

34.25'

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34.25'

AutoCAD SHX Text

34.25'

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H

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Y

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D

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PERC 4

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PERC 6

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PERC 5

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PERC 3

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PERC 2

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PERC 1

AutoCAD SHX Text

#6793

AutoCAD SHX Text

#6788

AutoCAD SHX Text

#6790

AutoCAD SHX Text

#6781

AutoCAD SHX Text

#6779

AutoCAD SHX Text

#6780

AutoCAD SHX Text

#6783

AutoCAD SHX Text

#6784

AutoCAD SHX Text

#6786

AutoCAD SHX Text

#6785

AutoCAD SHX Text

#6940

AutoCAD SHX Text

#6941

AutoCAD SHX Text

#6942

AutoCAD SHX Text

#6657

AutoCAD SHX Text

#6789

AutoCAD SHX Text

#6778

AutoCAD SHX Text

#6777

AutoCAD SHX Text

#6936

AutoCAD SHX Text

#6938

AutoCAD SHX Text

#6939

AutoCAD SHX Text

#6847

AutoCAD SHX Text

#6775

AutoCAD SHX Text

#6776

AutoCAD SHX Text

#6621

AutoCAD SHX Text

#6623

AutoCAD SHX Text

#6625

AutoCAD SHX Text

#6937

AutoCAD SHX Text

#6791

AutoCAD SHX Text

#6787

AutoCAD SHX Text

#6788

AutoCAD SHX Text

#6934

AutoCAD SHX Text

#6935

AutoCAD SHX Text

#6626

AutoCAD SHX Text

#6792

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2.5%

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895

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AutoCAD SHX Text

10"/10"/8" BLUE OAK

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AutoCAD SHX Text

12" BLUE OAK

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10" BLUE OAK

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16" BLUE OAK

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6" BLUE OAK

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

11" COAST LIVE OAK

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8" COAST LIVE OAK

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AutoCAD SHX Text

10" BLUE OAK

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AutoCAD SHX Text

24" COAST LIVE OAK

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12"/10"/8" BLUE OAK

AutoCAD SHX Text

16"/12" CALIFORNIA BLACK OAK

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

11" COAST LIVE OAK

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10" COAST LIVE OAK

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10" COAST LIVE OAK

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11" COAST LIVE OAK

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10" COAST LIVE OAK

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DEAD TREE

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22"/17"/12" CALIFORNIA BLACK OAK

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(QUERCUS KELLOGGII)

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7" CALIFORNIA BAY LAUREL

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11"/10"/10"/8"/8" COAST LIVE OAK

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13" BLUE OAK

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(QUERCUS DOUGLASSII)

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AutoCAD SHX Text


AutoCAD SHX Text

(UMBELLULARIA CALIFORNIA)

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15" VALLEY OAK

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(QUERCUS LOBATA)

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18'

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18'

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18'

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24" TREE

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7" TREE

AutoCAD SHX Text

2-18" TREE

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18" TREE

AutoCAD SHX Text

8" TREE

AutoCAD SHX Text

18" TREE

AutoCAD SHX Text

10" TREE

AutoCAD SHX Text

12" TREE

AutoCAD SHX Text

14" TREE

AutoCAD SHX Text

22" TREE

AutoCAD SHX Text

10" TREE

AutoCAD SHX Text

12" TREE

AutoCAD SHX Text

26" TREE

AutoCAD SHX Text

12" TREE

AutoCAD SHX Text

3-36" TREE

AutoCAD SHX Text

72" TREE

AutoCAD SHX Text

60" TREE

AutoCAD SHX Text

12" TREE

AutoCAD SHX Text

10" TREE

AutoCAD SHX Text

48" TREE

AutoCAD SHX Text

40" TREE

AutoCAD SHX Text

885

AutoCAD SHX Text

890

AutoCAD SHX Text

895

AutoCAD SHX Text

900

AutoCAD SHX Text

905

AutoCAD SHX Text

910

AutoCAD SHX Text

915

AutoCAD SHX Text

920

AutoCAD SHX Text

925

AutoCAD SHX Text

930

AutoCAD SHX Text

935

AutoCAD SHX Text

2'x6' ROCK RIPRAP 12+39.61 OS:47.62'R 894.25 FL

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UP

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WINE

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COOLER

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dress.

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gst. bath

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gst. clst.

AutoCAD SHX Text

auto court

AutoCAD SHX Text

foyer

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master bedroom

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master bathroom

AutoCAD SHX Text

mast. clst.

AutoCAD SHX Text

vestibule

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great room

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AutoCAD SHX Text

gourmet kitchen

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dining room

AutoCAD SHX Text

laundry

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butlers pantry

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pantry

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mud room

AutoCAD SHX Text

guest bedroom

AutoCAD SHX Text

942.25 G

AutoCAD SHX Text

942.25 G

AutoCAD SHX Text

941.83 G

AutoCAD SHX Text

941.79 P

AutoCAD SHX Text

941.79 P

AutoCAD SHX Text

941.67 P

AutoCAD SHX Text

942.05 P

AutoCAD SHX Text

942.25 P

AutoCAD SHX Text

941.89 FG

AutoCAD SHX Text

941.79 FG

AutoCAD SHX Text

942.25 FG

AutoCAD SHX Text

942.25 FG

AutoCAD SHX Text

942.0 P

AutoCAD SHX Text

942.25 FG

AutoCAD SHX Text

942.0 P

AutoCAD SHX Text

941.62 P

AutoCAD SHX Text

940.93 P

AutoCAD SHX Text

946.77 TW 941.77 BW

AutoCAD SHX Text

943.21 P

AutoCAD SHX Text

943.21 P

AutoCAD SHX Text

943.21 P

AutoCAD SHX Text

942.91 P 935.98 FG/OG

AutoCAD SHX Text

942.91 P 937.76 FG/OG

AutoCAD SHX Text

942.91 P 942.31 FG

AutoCAD SHX Text

943.0 P

AutoCAD SHX Text

A/C UNIT

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A/C UNIT

AutoCAD SHX Text

942.91 P 942.31 FG

AutoCAD SHX Text

942.87 P 942.26 FG/OG

AutoCAD SHX Text

943.21

AutoCAD SHX Text

941.25 FG

AutoCAD SHX Text

941.25 FG

AutoCAD SHX Text

941.75 FG

AutoCAD SHX Text

941.75 P

AutoCAD SHX Text

941.75 FG

AutoCAD SHX Text

942.21 P

AutoCAD SHX Text

942.25 P

AutoCAD SHX Text

942.0 P

AutoCAD SHX Text

941.21 P

AutoCAD SHX Text

946.82 TW 941.82 BW

AutoCAD SHX Text

942.25 FG

AutoCAD SHX Text

PLANTER AREA

AutoCAD SHX Text

946.97 TW 942.17 BW

AutoCAD SHX Text

951.32 TW 946.32 BW

AutoCAD SHX Text

946.47 FL

AutoCAD SHX Text

950.82 FL

AutoCAD SHX Text

951.60 TW 948.22 BW

AutoCAD SHX Text

951.10 FL

AutoCAD SHX Text

952.10 FL/HP

AutoCAD SHX Text

952.60 TW 947.60 BW

AutoCAD SHX Text

949.89 FL

AutoCAD SHX Text

950.40 TW 945.40 BW

AutoCAD SHX Text

952.10 FL

AutoCAD SHX Text

952.60 TW 947.60 BW

AutoCAD SHX Text

943.40 FL

AutoCAD SHX Text

943.50 TW 942.50 BW

AutoCAD SHX Text

943.45 FL

AutoCAD SHX Text

946.27 FL

AutoCAD SHX Text

946.43 FL

AutoCAD SHX Text

946.93 TW 941.93 BW

AutoCAD SHX Text

952.93 FL

AutoCAD SHX Text

953.43 TW 948.43 BW

AutoCAD SHX Text

941.27 P

AutoCAD SHX Text

941.40 P

AutoCAD SHX Text

945.98 FL

AutoCAD SHX Text

951.10 TW 946.72 BW

AutoCAD SHX Text

950.00 FL

AutoCAD SHX Text

941.32 P

AutoCAD SHX Text

942.5 TW 942.0 BW

AutoCAD SHX Text

942.57 TW 941.57 BW

AutoCAD SHX Text

941.07 P

AutoCAD SHX Text

948.15 TW 944.07 BW

AutoCAD SHX Text

947.65 FL

AutoCAD SHX Text

940.5 TW 940.0 BW

AutoCAD SHX Text

940.0 FL

AutoCAD SHX Text

940.0 FL

AutoCAD SHX Text

939.9 FL

AutoCAD SHX Text

933.73 FL

AutoCAD SHX Text

931.4 FL

AutoCAD SHX Text

946.82 TW 942.12 BW

AutoCAD SHX Text

946.82 TW 942.12 BW

AutoCAD SHX Text

942.07 FL

AutoCAD SHX Text

947.05 TW 946.55 BW

AutoCAD SHX Text

946.05 FL

AutoCAD SHX Text

940.0 FL

AutoCAD SHX Text

940.63 FL

AutoCAD SHX Text

940.40 P

AutoCAD SHX Text

940.80 P 938.40 INV

AutoCAD SHX Text

946.05 TW 941.05 BW

AutoCAD SHX Text

945.55 FL

AutoCAD SHX Text

944.0 FL

AutoCAD SHX Text

947.05 TW 946.55 BW

AutoCAD SHX Text


AutoCAD SHX Text

940

AutoCAD SHX Text

940

AutoCAD SHX Text

935

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

STA=15+50

AutoCAD SHX Text

(SEE SHEET C6)

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MATCH LINE

AutoCAD SHX Text

STA=15+50

AutoCAD SHX Text

(SEE SHEET C6)

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C5

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F

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O

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P

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R

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N

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O

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S

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E

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S

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L

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A

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G

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R

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E

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No. 47518

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E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

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N

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G

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N

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E

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E

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E

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T

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S

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R

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E

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L

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N.

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EXP. 12-31-17

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D

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M.

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N

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R

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F

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O

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L

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F

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A

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T

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E

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T

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A

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S

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C

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A

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L

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I

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V

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I

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C

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NO.

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REVISIONS

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APP'D

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BY

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DATE

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CHECKED

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DATE

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SCALE

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CONTRACT NO.

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PROJECT NO.

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California

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DRAWN

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DATE

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DESIGNED

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DATE

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FILE NO.

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OF

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SHT NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

ROAD NAME :

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COUNTY FILE NO :

AutoCAD SHX Text

APPLICANT :

AutoCAD SHX Text

Fax: (408) 583-4006

AutoCAD SHX Text

Phone: (408) 806-7187

AutoCAD SHX Text

San Jose, CA 95112

AutoCAD SHX Text


AutoCAD SHX Text

DUONG AND DAO

AutoCAD SHX Text

CINNABAR HILLS ROAD

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

APN 742-02-019

AutoCAD SHX Text

San Jose

AutoCAD SHX Text

12

AutoCAD SHX Text

PT

AutoCAD SHX Text

PT

AutoCAD SHX Text

NL

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

9074-47-43-13G

AutoCAD SHX Text

1" = 20'

AutoCAD SHX Text

5

AutoCAD SHX Text

DRIVEWAY PLAN AND PROFILE

AutoCAD SHX Text

AutoCAD SHX Text

PROFILE ELEV

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

15'

AutoCAD SHX Text

TYPICAL DRIVEWAY SECTIONS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

FROM STA = 27+05 TO STA = 32+00

AutoCAD SHX Text

1' HINGE POINT

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

2.5" AC

AutoCAD SHX Text

6" AB CL II

AutoCAD SHX Text

AutoCAD SHX Text

PROFILE ELEV

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

15'

AutoCAD SHX Text


AutoCAD SHX Text

NTS

AutoCAD SHX Text

FROM STA = 10+00 TO STA = 10+80

AutoCAD SHX Text

1' HINGE POINT

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

11" AB CL II

AutoCAD SHX Text

AutoCAD SHX Text

PROFILE ELEV

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

15'

AutoCAD SHX Text


AutoCAD SHX Text

NTS

AutoCAD SHX Text

FROM STA = 10+80 TO STA = 13+00

AutoCAD SHX Text

1' HINGE POINT

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

AutoCAD SHX Text

PROFILE ELEV

AutoCAD SHX Text

LINED V-DITCH

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

1' HINGE POINT

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

15' MIN

AutoCAD SHX Text


AutoCAD SHX Text

NTS

AutoCAD SHX Text

FROM STA = 13+00 TO STA = 15+00

AutoCAD SHX Text

2.5" AC

AutoCAD SHX Text

6" AB CL II

AutoCAD SHX Text

AutoCAD SHX Text

PROFILE ELEV

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

15'

AutoCAD SHX Text


AutoCAD SHX Text

NTS

AutoCAD SHX Text

FROM STA = 15+80 TO STA = 18+65

AutoCAD SHX Text

1' HINGE POINT

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

11" AB CL II

AutoCAD SHX Text

FROM STA = 19+70 TO STA = 22+35

AutoCAD SHX Text

FROM STA = 18+65 TO STA = 19+70

AutoCAD SHX Text

FROM STA = 22+35 TO STA = 25+25

AutoCAD SHX Text

FROM STA = 32+85 TO STA = 34+51.23

AutoCAD SHX Text

AutoCAD SHX Text

PROFILE ELEV

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

15'

AutoCAD SHX Text


AutoCAD SHX Text

NTS

AutoCAD SHX Text

FROM STA = 27+05 TO STA = 32+85

AutoCAD SHX Text

1' HINGE POINT

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

11" AB CL II

AutoCAD SHX Text

FROM STA = 25+25 TO STA = 27+05

AutoCAD SHX Text

11" AB CL II

AutoCAD SHX Text

AutoCAD SHX Text

PROFILE ELEV

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

15'

AutoCAD SHX Text


AutoCAD SHX Text

NTS

AutoCAD SHX Text

FROM STA = 34+51.23 TO END

AutoCAD SHX Text

11" AB CL II

AutoCAD SHX Text

1% MIN

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15' MIN

AutoCAD SHX Text


AutoCAD SHX Text

NTS

AutoCAD SHX Text

FROM STA = 15+00 TO STA=15+80

AutoCAD SHX Text

1' HINGE POINT

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text


AutoCAD SHX Text

FIRE TRUCK TURNAROUND

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(SEE SHEET C3)

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(SEE CSD)

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MAIN HOUSE

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DWY

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2:1 MAX

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2ND = 955.25' 1ST = 943.25'

AutoCAD SHX Text

H

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Y

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D

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2.5%%%

AutoCAD SHX Text

2.5%

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2.5%

AutoCAD SHX Text

#6796

AutoCAD SHX Text

#6795

AutoCAD SHX Text

#6793

AutoCAD SHX Text

#6781

AutoCAD SHX Text

#6779

AutoCAD SHX Text

#6780

AutoCAD SHX Text

#6783

AutoCAD SHX Text

#6784

AutoCAD SHX Text

#6786

AutoCAD SHX Text

#6785

AutoCAD SHX Text

#6787

AutoCAD SHX Text

2.5%

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10"/10"/8" BLUE OAK

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AutoCAD SHX Text

12" BLUE OAK

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10" BLUE OAK

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16" BLUE OAK

AutoCAD SHX Text

6" BLUE OAK

AutoCAD SHX Text

46" COAST LIVE OAK

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14" COAST LIVE OAK

AutoCAD SHX Text

10" BLUE OAK

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

13" TREE

AutoCAD SHX Text

10" TREE

AutoCAD SHX Text

18" TREE

AutoCAD SHX Text

10" TREE

AutoCAD SHX Text

36" TREE

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24" TREE

AutoCAD SHX Text

18" TREE

AutoCAD SHX Text

3-36" TREE

AutoCAD SHX Text

72" TREE

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60" TREE

AutoCAD SHX Text

10" TREE

AutoCAD SHX Text

48" TREE

AutoCAD SHX Text

920

AutoCAD SHX Text

925

AutoCAD SHX Text

930

AutoCAD SHX Text

935

AutoCAD SHX Text

945

AutoCAD SHX Text

950

AutoCAD SHX Text

955

AutoCAD SHX Text

960

AutoCAD SHX Text

965

AutoCAD SHX Text

970

AutoCAD SHX Text

975

AutoCAD SHX Text

980

AutoCAD SHX Text

985

AutoCAD SHX Text

990

AutoCAD SHX Text

995

AutoCAD SHX Text

1000

AutoCAD SHX Text

1005

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1010

AutoCAD SHX Text

1015

AutoCAD SHX Text

1020

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1025

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1030

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1035

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1040

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1045

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1050

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1055

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UP

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WINE

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COOLER

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dress.

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gst. bath

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gst. clst.

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auto court

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foyer

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master bedroom

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master bathroom

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mast. clst.

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vestibule

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great room

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gourmet kitchen

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dining room

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laundry

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butlers pantry

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pantry

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mud room

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guest bedroom

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942.25 G

AutoCAD SHX Text

942.25 G

AutoCAD SHX Text

941.83 G

AutoCAD SHX Text

941.79 P

AutoCAD SHX Text

941.79 P

AutoCAD SHX Text

941.67 P

AutoCAD SHX Text

942.05 P

AutoCAD SHX Text

942.25 P

AutoCAD SHX Text

941.89 FG

AutoCAD SHX Text

941.79 FG

AutoCAD SHX Text

942.25 FG

AutoCAD SHX Text

942.25 FG

AutoCAD SHX Text

942.0 P

AutoCAD SHX Text

942.25 FG

AutoCAD SHX Text

942.0 P

AutoCAD SHX Text

941.62 P

AutoCAD SHX Text

940.93 P

AutoCAD SHX Text

946.77 TW 941.77 BW

AutoCAD SHX Text

943.21 P

AutoCAD SHX Text

943.21 P

AutoCAD SHX Text

943.21 P

AutoCAD SHX Text

942.91 P 935.98 FG/OG

AutoCAD SHX Text

942.91 P 937.76 FG/OG

AutoCAD SHX Text

942.91 P 942.31 FG

AutoCAD SHX Text

943.0 P

AutoCAD SHX Text

A/C UNIT

AutoCAD SHX Text

A/C UNIT

AutoCAD SHX Text

942.91 P 942.31 FG

AutoCAD SHX Text

942.87 P 942.26 FG/OG

AutoCAD SHX Text

943.21

AutoCAD SHX Text

941.25 FG

AutoCAD SHX Text

941.25 FG

AutoCAD SHX Text

941.75 FG

AutoCAD SHX Text

941.75 P

AutoCAD SHX Text

941.75 FG

AutoCAD SHX Text

942.21 P

AutoCAD SHX Text

942.25 P

AutoCAD SHX Text

942.0 P

AutoCAD SHX Text

941.21 P

AutoCAD SHX Text

946.82 TW 941.82 BW

AutoCAD SHX Text

942.25 FG

AutoCAD SHX Text

PLANTER AREA

AutoCAD SHX Text

946.97 TW 942.17 BW

AutoCAD SHX Text

951.32 TW 946.32 BW

AutoCAD SHX Text

946.47 FL

AutoCAD SHX Text

950.82 FL

AutoCAD SHX Text

951.60 TW 948.22 BW

AutoCAD SHX Text

951.10 FL

AutoCAD SHX Text

952.10 FL/HP

AutoCAD SHX Text

952.60 TW 947.60 BW

AutoCAD SHX Text

949.89 FL

AutoCAD SHX Text

950.40 TW 945.40 BW

AutoCAD SHX Text

952.10 FL

AutoCAD SHX Text

952.60 TW 947.60 BW

AutoCAD SHX Text

943.40 FL

AutoCAD SHX Text

943.50 TW 942.50 BW

AutoCAD SHX Text

943.45 FL

AutoCAD SHX Text

946.27 FL

AutoCAD SHX Text

946.43 FL

AutoCAD SHX Text

946.93 TW 941.93 BW

AutoCAD SHX Text

952.93 FL

AutoCAD SHX Text

953.43 TW 948.43 BW

AutoCAD SHX Text

941.27 P

AutoCAD SHX Text

941.40 P

AutoCAD SHX Text

945.98 FL

AutoCAD SHX Text

951.10 TW 946.72 BW

AutoCAD SHX Text

950.00 FL

AutoCAD SHX Text

941.32 P

AutoCAD SHX Text

942.5 TW 942.0 BW

AutoCAD SHX Text

942.57 TW 941.57 BW

AutoCAD SHX Text

941.07 P

AutoCAD SHX Text

948.15 TW 944.07 BW

AutoCAD SHX Text

947.65 FL

AutoCAD SHX Text

940.5 TW 940.0 BW

AutoCAD SHX Text

940.0 FL

AutoCAD SHX Text

940.0 FL

AutoCAD SHX Text

939.9 FL

AutoCAD SHX Text

933.73 FL

AutoCAD SHX Text

946.82 TW 942.12 BW

AutoCAD SHX Text

946.82 TW 942.12 BW

AutoCAD SHX Text

942.07 FL

AutoCAD SHX Text

947.05 TW 946.55 BW

AutoCAD SHX Text

946.05 FL

AutoCAD SHX Text

940.0 FL

AutoCAD SHX Text

940.63 FL

AutoCAD SHX Text

940.40 P

AutoCAD SHX Text

940.80 P 938.40 INV

AutoCAD SHX Text

946.05 TW 941.05 BW

AutoCAD SHX Text

945.55 FL

AutoCAD SHX Text

944.0 FL

AutoCAD SHX Text

942.0 FL

AutoCAD SHX Text

947.05 TW 946.55 BW

AutoCAD SHX Text


AutoCAD SHX Text

940

AutoCAD SHX Text

940

AutoCAD SHX Text

935

AutoCAD SHX Text

PHASE 1

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AutoCAD SHX Text

MATCH LINE STA=21+00

AutoCAD SHX Text

C6

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MATCH LINE

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STA=15+50

AutoCAD SHX Text

(SEE SHEET C4)

AutoCAD SHX Text

MATCH LINE

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STA=21+00

AutoCAD SHX Text

(SEE SHEET C6)

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F

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O

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P

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R

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N

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O

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E

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S

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L

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A

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G

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R

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E

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No. 47518

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E

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R

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E

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N

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G

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N

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E

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E

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E

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T

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S

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R

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E

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L

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N.

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EXP. 12-31-17

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D

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M.

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N

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F

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O

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F

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I

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A

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T

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E

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T

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A

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C

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A

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L

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I

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V

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I

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C

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NO.

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REVISIONS

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APP'D

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BY

AutoCAD SHX Text

DATE

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CHECKED

AutoCAD SHX Text

DATE

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SCALE

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CONTRACT NO.

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

California

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DRAWN

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESIGNED

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DATE

AutoCAD SHX Text

FILE NO.

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OF

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SHT NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

ROAD NAME :

AutoCAD SHX Text

COUNTY FILE NO :

AutoCAD SHX Text

APPLICANT :

AutoCAD SHX Text

Fax: (408) 583-4006

AutoCAD SHX Text

Phone: (408) 806-7187

AutoCAD SHX Text

San Jose, CA 95112

AutoCAD SHX Text


AutoCAD SHX Text

DUONG AND DAO

AutoCAD SHX Text

CINNABAR HILLS ROAD

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

APN 742-02-019

AutoCAD SHX Text

San Jose

AutoCAD SHX Text

12

AutoCAD SHX Text

PT

AutoCAD SHX Text

PT

AutoCAD SHX Text

NL

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

9074-47-43-13G

AutoCAD SHX Text

1" = 20'

AutoCAD SHX Text


AutoCAD SHX Text

6

AutoCAD SHX Text

(SEE SHEET C6)

AutoCAD SHX Text

MATCH LINE STA = 15+50 (SEE SHEET C4)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

PHASE 1

AutoCAD SHX Text

2.5%%%

AutoCAD SHX Text

1035

AutoCAD SHX Text

1040

AutoCAD SHX Text

1045

AutoCAD SHX Text

1050

AutoCAD SHX Text

1055

AutoCAD SHX Text

1060

AutoCAD SHX Text

1065

AutoCAD SHX Text

1070

AutoCAD SHX Text

1075

AutoCAD SHX Text

1080

AutoCAD SHX Text

1085

AutoCAD SHX Text

1090

AutoCAD SHX Text

1095

AutoCAD SHX Text

1100

AutoCAD SHX Text

1105

AutoCAD SHX Text

1110

AutoCAD SHX Text


AutoCAD SHX Text

2.5%

AutoCAD SHX Text

0%

AutoCAD SHX Text

1110

AutoCAD SHX Text

1115

AutoCAD SHX Text

1120

AutoCAD SHX Text

1125

AutoCAD SHX Text

1130

AutoCAD SHX Text

1135

AutoCAD SHX Text

1140

AutoCAD SHX Text

1145

AutoCAD SHX Text

1150

AutoCAD SHX Text

2.5%%%

AutoCAD SHX Text

(SEE SHEET C6)

AutoCAD SHX Text

C7

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F

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O

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P

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R

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N

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O

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S

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E

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S

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L

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A

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G

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R

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E

AutoCAD SHX Text

No. 47518

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E

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R

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E

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N

AutoCAD SHX Text

G

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N

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E

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E

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E

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T

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S

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R

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E

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L

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N.

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EXP. 12-31-17

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D

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M.

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N

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R

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F

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O

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L

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O

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F

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I

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A

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T

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E

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T

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A

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S

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C

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A

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L

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I

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V

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I

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C

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AutoCAD SHX Text

(SEE SHEET C5)

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NO.

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REVISIONS

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APP'D

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BY

AutoCAD SHX Text

DATE

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CHECKED

AutoCAD SHX Text

DATE

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SCALE

AutoCAD SHX Text

CONTRACT NO.

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

California

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

OF

AutoCAD SHX Text

SHT NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

ROAD NAME :

AutoCAD SHX Text

COUNTY FILE NO :

AutoCAD SHX Text

APPLICANT :

AutoCAD SHX Text

Fax: (408) 583-4006

AutoCAD SHX Text

Phone: (408) 806-7187

AutoCAD SHX Text

San Jose, CA 95112

AutoCAD SHX Text


AutoCAD SHX Text

DUONG AND DAO

AutoCAD SHX Text

CINNABAR HILLS ROAD

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

APN 742-02-019

AutoCAD SHX Text

San Jose

AutoCAD SHX Text

12

AutoCAD SHX Text

PT

AutoCAD SHX Text

PT

AutoCAD SHX Text

NL

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

9074-47-43-13G

AutoCAD SHX Text

1" = 20'

AutoCAD SHX Text


AutoCAD SHX Text

7

AutoCAD SHX Text

MATCH LINE A-A

AutoCAD SHX Text

MATCH LINE A-A

AutoCAD SHX Text


AutoCAD SHX Text

(SEE SHEET C8)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

(SEE SHEET C5)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

P9

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P7

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P4

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SP10

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P1

AutoCAD SHX Text

SP12

AutoCAD SHX Text

P2

AutoCAD SHX Text

P3

AutoCAD SHX Text

SP11

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

0%

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

S=0%%%

AutoCAD SHX Text

14" TREE

AutoCAD SHX Text

10" TREE

AutoCAD SHX Text

18" TREE

AutoCAD SHX Text

10' TREE

AutoCAD SHX Text

24" TREE

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18' TREE

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12' TREE

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14" TREE

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12" TREE

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14" TREE

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14" TREE

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24" TREE

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1095

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1100

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1105

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1110

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1115

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1120

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1125

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1130

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1135

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1140

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1145

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1150

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1155

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1160

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1165

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1170

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1175

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1180

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1185

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1190

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1195

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1200

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1205

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1210

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1215

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1220

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1225

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1230

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1235

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1340

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2.5%%%

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C8

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MATCH LINE

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F

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R

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N

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E

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S

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L

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A

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G

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R

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E

AutoCAD SHX Text

No. 47518

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

G

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N

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E

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E

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E

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T

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S

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E

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L

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N.

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EXP. 12-31-17

AutoCAD SHX Text

D

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M.

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N

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R

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F

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O

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F

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I

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A

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T

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T

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A

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C

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A

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L

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I

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V

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I

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C

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MATCH LINE

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(SEE SHEET C7)

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NO.

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REVISIONS

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APP'D

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BY

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DATE

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CHECKED

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DATE

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SCALE

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CONTRACT NO.

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

California

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

DATE

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DESIGNED

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DATE

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FILE NO.

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OF

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SHT NO.

AutoCAD SHX Text

DRAWING NO.

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ROAD NAME :

AutoCAD SHX Text

COUNTY FILE NO :

AutoCAD SHX Text

APPLICANT :

AutoCAD SHX Text

Fax: (408) 583-4006

AutoCAD SHX Text

Phone: (408) 806-7187

AutoCAD SHX Text

San Jose, CA 95112

AutoCAD SHX Text


AutoCAD SHX Text

DUONG AND DAO

AutoCAD SHX Text

CINNABAR HILLS ROAD

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

APN 742-02-019

AutoCAD SHX Text

San Jose

AutoCAD SHX Text

12

AutoCAD SHX Text

PT

AutoCAD SHX Text

PT

AutoCAD SHX Text

NL

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

9074-47-43-13G

AutoCAD SHX Text

1" = 20'

AutoCAD SHX Text


AutoCAD SHX Text

8

AutoCAD SHX Text

(SEE SHEET C7)

AutoCAD SHX Text

(SEE SHEET C9)

AutoCAD SHX Text


AutoCAD SHX Text

(SEE SHEET C9)

AutoCAD SHX Text


AutoCAD SHX Text

STA=32+00

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STA=26+50

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

DECK

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TV ROOM

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CARPORT

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GARAGE

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PATIO

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2%

AutoCAD SHX Text

1249.92

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2%

AutoCAD SHX Text

GUEST HOUSE MAIN FLOOR = 1250' BSMT CRAWL SPACE 1241'

AutoCAD SHX Text

1%

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VIEW BRIDGE

AutoCAD SHX Text

1240.5

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1240.5

AutoCAD SHX Text

2.5%

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18" H SEAT

AutoCAD SHX Text

WLK

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PATIO

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1240.5

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2% MIN

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20'

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2:1 MAX

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5,000 GAL

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5,000 GAL

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3,000 GAL

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PUMP

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H

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Y

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D

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FIRE HYDRANT

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W

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P9

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P4

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SP10

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P5

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P1

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SP12

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P2

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P3

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SP11

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8" TREE

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10" TREE

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12" TREE

AutoCAD SHX Text

S=0%%%

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S=0%

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

#6693

AutoCAD SHX Text

#6694

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#6696

AutoCAD SHX Text

#6697

AutoCAD SHX Text

#6698

AutoCAD SHX Text

#6699

AutoCAD SHX Text

#6700

AutoCAD SHX Text

#6639

AutoCAD SHX Text

#6666

AutoCAD SHX Text

#6737

AutoCAD SHX Text

#6739

AutoCAD SHX Text

#6891

AutoCAD SHX Text

#6892

AutoCAD SHX Text

#6777

AutoCAD SHX Text

#6695

AutoCAD SHX Text

#6600

AutoCAD SHX Text

#6800

AutoCAD SHX Text

#6898

AutoCAD SHX Text

#6899

AutoCAD SHX Text

2 ADDITION TREES

AutoCAD SHX Text

15" COAST LIVE OAK

AutoCAD SHX Text


AutoCAD SHX Text

13" BLUE OAK

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29" COAST LIVE OAK

AutoCAD SHX Text


AutoCAD SHX Text

11" VALLEY OAK

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10" BLUE OAK

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16" BLUE OAK

AutoCAD SHX Text

10" COAST LIVE OAK

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12" BLUE OAK

AutoCAD SHX Text

10" BLUE OAK

AutoCAD SHX Text

8" BLUE OAK

AutoCAD SHX Text

10" BLUE OAK

AutoCAD SHX Text

7" BLUE OAK

AutoCAD SHX Text

14" COAST LIVE OAK

AutoCAD SHX Text

10" BLUE OAK

AutoCAD SHX Text

7" BLUE OAK

AutoCAD SHX Text

18" COAST LIVE OAK

AutoCAD SHX Text

(QUERCUS AGRIFOLIA)

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10" BLUE OAK

AutoCAD SHX Text

(QUERCUS DOUGLASII)

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10" TREE

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18" TREE

AutoCAD SHX Text

14" TREE

AutoCAD SHX Text

18" TREE

AutoCAD SHX Text

12" TREE

AutoCAD SHX Text

12" TREE

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24" TREE

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12' TREE

AutoCAD SHX Text

10" TREE

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12' TREE

AutoCAD SHX Text

36" TREE

AutoCAD SHX Text

14" TREE

AutoCAD SHX Text

10" TREE

AutoCAD SHX Text

18" TREE

AutoCAD SHX Text

10' TREE

AutoCAD SHX Text

24" TREE

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18' TREE

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12' TREE

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14" TREE

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12" TREE

AutoCAD SHX Text

14" TREE

AutoCAD SHX Text

14" TREE

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24" TREE

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12" TREE

AutoCAD SHX Text

3-12" TREE

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24" TREE

AutoCAD SHX Text

24" TREE

AutoCAD SHX Text

20" TREE

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18" TREE

AutoCAD SHX Text

18" TREE

AutoCAD SHX Text

2-12" TREE

AutoCAD SHX Text

1180

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1185

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1190

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1195

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1200

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1210

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1215

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1220

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1225

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1230

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1235

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1340

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1245

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1250

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1255

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1260

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1260

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1255

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1250

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1%

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1%

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1%

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1.0%

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1%

AutoCAD SHX Text

1.26%

AutoCAD SHX Text

18'

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AutoCAD SHX Text

C9

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F

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O

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P

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R

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N

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E

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S

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L

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E

AutoCAD SHX Text

No. 47518

AutoCAD SHX Text

E

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R

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E

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N

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G

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N

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E

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E

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E

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T

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L

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N.

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EXP. 12-31-17

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N

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I

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C

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NO.

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REVISIONS

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APP'D

AutoCAD SHX Text

BY

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DATE

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

CONTRACT NO.

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

California

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

OF

AutoCAD SHX Text

SHT NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

ROAD NAME :

AutoCAD SHX Text

COUNTY FILE NO :

AutoCAD SHX Text

APPLICANT :

AutoCAD SHX Text

Fax: (408) 583-4006

AutoCAD SHX Text

Phone: (408) 806-7187

AutoCAD SHX Text

San Jose, CA 95112

AutoCAD SHX Text


AutoCAD SHX Text

DUONG AND DAO

AutoCAD SHX Text

CINNABAR HILLS ROAD

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

APN 742-02-019

AutoCAD SHX Text

San Jose

AutoCAD SHX Text

12

AutoCAD SHX Text

PT

AutoCAD SHX Text

PT

AutoCAD SHX Text

NL

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

04/12/17

AutoCAD SHX Text

9074-47-43-13G

AutoCAD SHX Text

1" = 20'

AutoCAD SHX Text


AutoCAD SHX Text

9

AutoCAD SHX Text

(SEE SHEET C8)

AutoCAD SHX Text


AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

(SEE SHEET C7)

AutoCAD SHX Text

STA=32+00

AutoCAD SHX Text


AutoCAD SHX Text

FIRE TRUCK TURNAROUND (SEE SHEET C4)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

AutoCAD SHX Text

10+00.00

AutoCAD SHX Text

870

AutoCAD SHX Text

880

AutoCAD SHX Text

890

AutoCAD SHX Text

900

AutoCAD SHX Text

910

AutoCAD SHX Text

870

AutoCAD SHX Text

880

AutoCAD SHX Text

890

AutoCAD SHX Text

900

AutoCAD SHX Text

910

AutoCAD SHX Text

0

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10

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20

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30

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40

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50

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0

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-10

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-20

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-30

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-40

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-50

AutoCAD SHX Text

883.84

AutoCAD SHX Text

883.83

AutoCAD SHX Text

883.84

AutoCAD SHX Text

883.83

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

AutoCAD SHX Text

11+00.00

AutoCAD SHX Text

880

AutoCAD SHX Text

890

AutoCAD SHX Text

900

AutoCAD SHX Text

910

AutoCAD SHX Text

880

AutoCAD SHX Text

890

AutoCAD SHX Text

900

AutoCAD SHX Text

910

AutoCAD SHX Text

0

AutoCAD SHX Text

10

AutoCAD SHX Text

20

AutoCAD SHX Text

30

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40

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50

AutoCAD SHX Text

0

AutoCAD SHX Text

-10

AutoCAD SHX Text

-20

AutoCAD SHX Text

-30

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-40

AutoCAD SHX Text

-50

AutoCAD SHX Text

894.61

AutoCAD SHX Text

894.06

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

AutoCAD SHX Text

11+10.00

AutoCAD SHX Text

880

AutoCAD SHX Text

890

AutoCAD SHX Text

900

AutoCAD SHX Text

910

AutoCAD SHX Text

920

AutoCAD SHX Text

880

AutoCAD SHX Text

890

AutoCAD SHX Text

900

AutoCAD SHX Text

910

AutoCAD SHX Text

920

AutoCAD SHX Text

10

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20

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30

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40

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50

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0

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-10

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-20

AutoCAD SHX Text

-30

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-40

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-50

AutoCAD SHX Text

AutoCAD SHX Text

894.97

AutoCAD SHX Text

894.83

AutoCAD SHX Text

AutoCAD SHX Text

13+00.00

AutoCAD SHX Text

900

AutoCAD SHX Text

890

AutoCAD SHX Text

910

AutoCAD SHX Text

920

AutoCAD SHX Text

930

AutoCAD SHX Text

890

AutoCAD SHX Text

900

AutoCAD SHX Text

910

AutoCAD SHX Text

920

AutoCAD SHX Text

930

AutoCAD SHX Text

0

AutoCAD SHX Text

10

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20

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30

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40

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50

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0

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-10

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-20

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-50

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-30

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-40

AutoCAD SHX Text

911.96

AutoCAD SHX Text

911.42

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

14+00.00

AutoCAD SHX Text

AutoCAD SHX Text

890

AutoCAD SHX Text

900

AutoCAD SHX Text

910

AutoCAD SHX Text

920

AutoCAD SHX Text

930

AutoCAD SHX Text

940

AutoCAD SHX Text

890

AutoCAD SHX Text

900

AutoCAD SHX Text

910

AutoCAD SHX Text

920

AutoCAD SHX Text

930

AutoCAD SHX Text

940

AutoCAD SHX Text

0

AutoCAD SHX Text

10

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20

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30

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40

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50

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0

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-10

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-20

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-30

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-40

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-50

AutoCAD SHX Text

920.79

AutoCAD SHX Text

920.98

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

AutoCAD SHX Text

15+00.00

AutoCAD SHX Text

910

AutoCAD SHX Text

920

AutoCAD SHX Text

930

AutoCAD SHX Text

940

AutoCAD SHX Text

950

AutoCAD SHX Text

910

AutoCAD SHX Text

920

AutoCAD SHX Text

930

AutoCAD SHX Text

940

AutoCAD SHX Text

950

AutoCAD SHX Text

0

AutoCAD SHX Text

10

AutoCAD SHX Text

20

AutoCAD SHX Text

30

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40

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50

AutoCAD SHX Text

0

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-10

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-20

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-30

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-40

AutoCAD SHX Text

-50

AutoCAD SHX Text

934.95

AutoCAD SHX Text

934.74

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

AutoCAD SHX Text

16+00.00

AutoCAD SHX Text

930

AutoCAD SHX Text

940

AutoCAD SHX Text

950

AutoCAD SHX Text

960

AutoCAD SHX Text

930

AutoCAD SHX Text

940

AutoCAD SHX Text

950

AutoCAD SHX Text

960

AutoCAD SHX Text

0

AutoCAD SHX Text

10

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20

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30

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40

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50

AutoCAD SHX Text

0

AutoCAD SHX Text

-10

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-20

AutoCAD SHX Text

-30

AutoCAD SHX Text

-40

AutoCAD SHX Text

-50

AutoCAD SHX Text

1060

AutoCAD SHX Text

1070

AutoCAD SHX Text

1080

AutoCAD SHX Text

1090

AutoCAD SHX Text

1060

AutoCAD SHX Text

1070

AutoCAD SHX Text

0

AutoCAD SHX Text

10

AutoCAD SHX Text

40

AutoCAD SHX Text

-10

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-20

AutoCAD SHX Text

-40

AutoCAD SHX Text

1084.92

AutoCAD SHX Text

945.39

AutoCAD SHX Text

945.42

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

AutoCAD SHX Text

18+00.00

AutoCAD SHX Text

960

AutoCAD SHX Text

970

AutoCAD SHX Text

980

AutoCAD SHX Text

990

AutoCAD SHX Text

1000

AutoCAD SHX Text

960

AutoCAD SHX Text

970

AutoCAD SHX Text

980

AutoCAD SHX Text

990

AutoCAD SHX Text

1000

AutoCAD SHX Text

0

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10

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20

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30

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40

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50

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0

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-10

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-20

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-30

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-40

AutoCAD SHX Text

-50

AutoCAD SHX Text

985.18

AutoCAD SHX Text

985.42

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

AutoCAD SHX Text

19+00.00

AutoCAD SHX Text

980

AutoCAD SHX Text

990

AutoCAD SHX Text

1000

AutoCAD SHX Text

1010

AutoCAD SHX Text

1020

AutoCAD SHX Text

1030

AutoCAD SHX Text

980

AutoCAD SHX Text

990

AutoCAD SHX Text

1000

AutoCAD SHX Text

1010

AutoCAD SHX Text

1020

AutoCAD SHX Text

1030

AutoCAD SHX Text

0

AutoCAD SHX Text

10

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20

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30

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40

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50

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0

AutoCAD SHX Text

-10

AutoCAD SHX Text

-20

AutoCAD SHX Text

-30

AutoCAD SHX Text

-40

AutoCAD SHX Text

-50

AutoCAD SHX Text

1004.13

AutoCAD SHX Text

1004.32

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

AutoCAD SHX Text

20+00.00

AutoCAD SHX Text

1000

AutoCAD SHX Text

1010

AutoCAD SHX Text

1020

AutoCAD SHX Text

1030

AutoCAD SHX Text

1040

AutoCAD SHX Text

1000

AutoCAD SHX Text

1010

AutoCAD SHX Text

1020

AutoCAD SHX Text

1030

AutoCAD SHX Text

1040

AutoCAD SHX Text

0

AutoCAD SHX Text

10

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20

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30

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40

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50

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0

AutoCAD SHX Text

-10

AutoCAD SHX Text

-20

AutoCAD SHX Text

-30

AutoCAD SHX Text

-40

AutoCAD SHX Text

-50

AutoCAD SHX Text

1020.21

AutoCAD SHX Text

1019.92

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

AutoCAD SHX Text

21+00.00

AutoCAD SHX Text

1030

AutoCAD SHX Text

1040

AutoCAD SHX Text

1050

AutoCAD SHX Text

1060

AutoCAD SHX Text

1030

AutoCAD SHX Text

1040

AutoCAD SHX Text

1050

AutoCAD SHX Text

1060

AutoCAD SHX Text

0

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10

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20

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30

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40

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50

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0

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-10

AutoCAD SHX Text

-20

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-30

AutoCAD SHX Text

-40

AutoCAD SHX Text

-50

AutoCAD SHX Text

1040.24

AutoCAD SHX Text

1039.92

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

AutoCAD SHX Text

22+00.00

AutoCAD SHX Text

1040

AutoCAD SHX Text

1050

AutoCAD SHX Text

1060

AutoCAD SHX Text

1070

AutoCAD SHX Text

1080

AutoCAD SHX Text

1040

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1050

AutoCAD SHX Text

1060

AutoCAD SHX Text

1070

AutoCAD SHX Text

1080

AutoCAD SHX Text

0

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10

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20

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30

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40

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50

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0

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-10

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-20

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-30

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-40

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-50

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1060.20

AutoCAD SHX Text

1059.92

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

AutoCAD SHX Text

23+00.00

AutoCAD SHX Text

1060

AutoCAD SHX Text

1070

AutoCAD SHX Text

1080

AutoCAD SHX Text

1090

AutoCAD SHX Text

1100

AutoCAD SHX Text

1110

AutoCAD SHX Text

1060

AutoCAD SHX Text

1070

AutoCAD SHX Text

1080

AutoCAD SHX Text

1090

AutoCAD SHX Text

1100

AutoCAD SHX Text

1110

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0

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10

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20

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30

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40

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50

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0

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-10

AutoCAD SHX Text

-20

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-30

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-40

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-50

AutoCAD SHX Text

1079.18

AutoCAD SHX Text

1078.92

AutoCAD SHX Text

2.5%

AutoCAD SHX Text

AutoCAD SHX Text

25+00.00

AutoCAD SHX Text

1090

AutoCAD SHX Text

1100

AutoCAD SHX Text

1110

AutoCAD SHX Text

1120

AutoCAD SHX Text

1130

AutoCAD SHX Text

1090

AutoCAD SHX Text

1100

AutoCAD SHX Text

1110

AutoCAD SHX Text

1120

AutoCAD SHX Text

1130

AutoCAD SHX Text

0

AutoCAD SHX Text

10

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1114.15

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1113.92

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2.5%

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23+50.00

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20

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1086.00

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1090

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890

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910

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890

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903.18

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903.19

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-50

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27+00.00

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1120

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1150.74

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2.5%

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28+00.00

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1140

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1165.30

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1165.09

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26+00.00

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1110

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1120

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34+00.00

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1254.64

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32+00.00

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1200

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1219.65

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1219.49

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36+00.00

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1250.00

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1251.70

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2.5%

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35+00.00

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1240

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29+00.00

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1100

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30+00.00

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1170

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33+00.00

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1234.96

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17+00.00

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940

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990

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37+00.00

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24+00.00

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1070

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1095.32

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1100

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1100

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No. 47518

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EXP. 12-31-17

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D

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N

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NO.

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REVISIONS

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APP'D

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BY

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DATE

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CHECKED

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DATE

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SCALE

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CONTRACT NO.

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PROJECT NO.

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California

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DRAWN

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DATE

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DESIGNED

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DATE

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FILE NO.

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OF

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SHT NO.

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DRAWING NO.

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ROAD NAME :

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COUNTY FILE NO :

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APPLICANT :

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Fax: (408) 583-4006

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Phone: (408) 806-7187

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San Jose, CA 95112

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DUONG AND DAO

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CINNABAR HILLS ROAD

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APN 742-02-019

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San Jose

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12

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PT

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PT

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NL

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04/12/17

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04/12/17

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04/12/17

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9074-47-43-13G

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DRIVEWAY SECTIONS

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1" = 20'

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10

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PHASE 1

Best Management Practices and Erosion Control Details Sheet 1County of Santa Clara

’

’ ’

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EROSION CONTROL DETAILS

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6"

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d=1.5 Max rock dia.

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0%

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Filter Fabric

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%%USECTION A-A

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%%UPLAN VIEW

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* Length per ABAG Design Standards

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L*

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4d (min)

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o

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Pipe outlet to well defined channel

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3d

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o

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d

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o

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A

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A

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Velocity Dissipation Devices

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CASQA Detail EC-10

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4

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Silt Fence

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CASQA Detail SE-1

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2

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6"

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6"

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%%UDETAIL A

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Silk fence fabric

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%%USECTION A-A

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6"

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6"

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6"

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30"

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Fabric

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Slope

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Toe of slope

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Setback varies (See note 4)

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%%UEND DETAIL

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%%UEND STAKE DETAIL (TOP VIEW)

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Fabric (See note 8)

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%%UJOINING SECTION DETAIL (TOP VIEW)

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Stake B

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Fabric section A (See notes 6, 7 & 12 )

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STAPLE DETAIL (SEE NOTE 9)

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12"

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12"

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1/16" Diameter

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OPTIONAL MAINTENANCE OPENING DETAIL (SEE NOTE 11)

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45°

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End stake

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Slope

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LEGEND Tamped backfill Slope direction Direction of flow

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%%USECTION C-C

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See note 10

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CROSS BARRIER DETAIL

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Slope

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Stabilized Construction Entrance/Exit

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CASQA Detail TC-1

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3

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Silt Fence

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CASQA Detail SE-1

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1

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12" Min, unless otherwise specified by a soil engineer

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%%USECTION B-B

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NTS

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C

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C

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Slope

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Cross barrier (See note 10)

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Cross barrier

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Slope

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A

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A

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LEGEND Tamped backfill Slope direction Direction of flow

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Max reach = 500' (See note 1)

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Optional maintenance opening detail

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PLAN

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SILT FENCE

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50' MIN

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or four times the circumference of the largest construction vehicle tire, whichever is greater

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Width as required to accommodate anticipated traffic

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EXISTING PAVED ROADWAY

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NOTE: Construction sediment barrier and channelize runoff to sediment trappping device

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Ditch

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Match Existing Grade

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B

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B

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20' R MIN

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STANDARD BEST MANAGEMENT PRACTICE NOTES 1.Solid and Demolition Waste Management: Provide Solid and Demolition Waste Management: Provide and Demolition Waste Management: Provide and Demolition Waste Management: Provide Demolition Waste Management: Provide Demolition Waste Management: Provide Waste Management: Provide Waste Management: Provide Management: Provide Management: Provide Provide Provide designated waste collection areas and containers on waste collection areas and containers on waste collection areas and containers on collection areas and containers on collection areas and containers on areas and containers on areas and containers on and containers on and containers on containers on containers on on on site away from streets, gutters, storm drains, and away from streets, gutters, storm drains, and away from streets, gutters, storm drains, and from streets, gutters, storm drains, and from streets, gutters, storm drains, and streets, gutters, storm drains, and streets, gutters, storm drains, and gutters, storm drains, and gutters, storm drains, and storm drains, and storm drains, and drains, and drains, and and and waterways, and arrange for regular disposal. Waste and arrange for regular disposal. Waste and arrange for regular disposal. Waste arrange for regular disposal. Waste arrange for regular disposal. Waste for regular disposal. Waste for regular disposal. Waste regular disposal. Waste regular disposal. Waste disposal. Waste disposal. Waste Waste Waste containers must be watertight and covered at all times must be watertight and covered at all times must be watertight and covered at all times be watertight and covered at all times be watertight and covered at all times watertight and covered at all times watertight and covered at all times and covered at all times and covered at all times covered at all times covered at all times at all times at all times all times all times times times except when waste is deposited. Refer to Erosion & when waste is deposited. Refer to Erosion & when waste is deposited. Refer to Erosion & waste is deposited. Refer to Erosion & waste is deposited. Refer to Erosion & is deposited. Refer to Erosion & is deposited. Refer to Erosion & deposited. Refer to Erosion & deposited. Refer to Erosion & Refer to Erosion & Refer to Erosion & to Erosion & to Erosion & Erosion & Erosion & & & Sediment Control Field Manual, 4th Edition (page C3) Control Field Manual, 4th Edition (page C3) Control Field Manual, 4th Edition (page C3) Field Manual, 4th Edition (page C3) Field Manual, 4th Edition (page C3) Manual, 4th Edition (page C3) Manual, 4th Edition (page C3) 4th Edition (page C3) 4th Edition (page C3) Edition (page C3) Edition (page C3) (page C3) (page C3) C3) C3) or latest. Hazardous Waste Management: Provide proper latest. Hazardous Waste Management: Provide proper latest. Hazardous Waste Management: Provide proper Hazardous Waste Management: Provide proper Hazardous Waste Management: Provide proper Waste Management: Provide proper Waste Management: Provide proper Management: Provide proper Management: Provide proper Provide proper Provide proper proper proper handling and 2.Disposal of hazardous wastes by a licensed hazardous Disposal of hazardous wastes by a licensed hazardous of hazardous wastes by a licensed hazardous of hazardous wastes by a licensed hazardous hazardous wastes by a licensed hazardous hazardous wastes by a licensed hazardous wastes by a licensed hazardous wastes by a licensed hazardous by a licensed hazardous by a licensed hazardous a licensed hazardous a licensed hazardous licensed hazardous licensed hazardous hazardous hazardous waste material hauler. Hazardous wastes shall be material hauler. Hazardous wastes shall be material hauler. Hazardous wastes shall be hauler. Hazardous wastes shall be hauler. Hazardous wastes shall be Hazardous wastes shall be Hazardous wastes shall be wastes shall be wastes shall be shall be shall be be be stored and properly labeled in sealed containers and properly labeled in sealed containers and properly labeled in sealed containers properly labeled in sealed containers properly labeled in sealed containers labeled in sealed containers labeled in sealed containers in sealed containers in sealed containers sealed containers sealed containers containers containers constructed of suitable materials. Refer to Erosion & of suitable materials. Refer to Erosion & of suitable materials. Refer to Erosion & suitable materials. Refer to Erosion & suitable materials. Refer to Erosion & materials. Refer to Erosion & materials. Refer to Erosion & Refer to Erosion & Refer to Erosion & to Erosion & to Erosion & Erosion & Erosion & & & Sediment Control Field Manual, 4th Edition (pages Control Field Manual, 4th Edition (pages Control Field Manual, 4th Edition (pages Field Manual, 4th Edition (pages Field Manual, 4th Edition (pages Manual, 4th Edition (pages Manual, 4th Edition (pages 4th Edition (pages 4th Edition (pages Edition (pages Edition (pages (pages (pages C-5 to C-6) or latest. 3.Spill Prevention and Control: Provide proper storage Spill Prevention and Control: Provide proper storage Prevention and Control: Provide proper storage Prevention and Control: Provide proper storage and Control: Provide proper storage and Control: Provide proper storage Control: Provide proper storage Control: Provide proper storage Provide proper storage Provide proper storage proper storage proper storage storage storage areas for liquid and solid materials, including for liquid and solid materials, including for liquid and solid materials, including liquid and solid materials, including liquid and solid materials, including and solid materials, including and solid materials, including solid materials, including solid materials, including materials, including materials, including including including chemicals and hazardous substances, away from and hazardous substances, away from and hazardous substances, away from hazardous substances, away from hazardous substances, away from substances, away from substances, away from away from away from from from streets, gutters, storm drains, and waterways. Spill gutters, storm drains, and waterways. Spill gutters, storm drains, and waterways. Spill storm drains, and waterways. Spill storm drains, and waterways. Spill drains, and waterways. Spill drains, and waterways. Spill and waterways. Spill and waterways. Spill waterways. Spill waterways. Spill Spill Spill control materials must be kept on site where readily materials must be kept on site where readily materials must be kept on site where readily must be kept on site where readily must be kept on site where readily be kept on site where readily be kept on site where readily kept on site where readily kept on site where readily on site where readily on site where readily site where readily site where readily where readily where readily readily readily accessible. Spills must be cleaned up immediately Spills must be cleaned up immediately Spills must be cleaned up immediately Spills must be cleaned up immediately must be cleaned up immediately must be cleaned up immediately be cleaned up immediately be cleaned up immediately cleaned up immediately cleaned up immediately up immediately up immediately immediately immediately and contaminated soil disposed properly. Refer to contaminated soil disposed properly. Refer to contaminated soil disposed properly. Refer to soil disposed properly. Refer to soil disposed properly. Refer to disposed properly. Refer to disposed properly. Refer to properly. Refer to properly. Refer to Refer to Refer to to to Erosion & Sediment Control Field Manual, 4th Edition & Sediment Control Field Manual, 4th Edition & Sediment Control Field Manual, 4th Edition Sediment Control Field Manual, 4th Edition Sediment Control Field Manual, 4th Edition Control Field Manual, 4th Edition Control Field Manual, 4th Edition Field Manual, 4th Edition Field Manual, 4th Edition Manual, 4th Edition Manual, 4th Edition 4th Edition 4th Edition Edition Edition (pages C-7 to C-8, C-13 to C-14) or latest. Vehicle C-7 to C-8, C-13 to C-14) or latest. Vehicle C-7 to C-8, C-13 to C-14) or latest. Vehicle to C-8, C-13 to C-14) or latest. Vehicle to C-8, C-13 to C-14) or latest. Vehicle C-8, C-13 to C-14) or latest. Vehicle C-8, C-13 to C-14) or latest. Vehicle C-13 to C-14) or latest. Vehicle C-13 to C-14) or latest. Vehicle to C-14) or latest. Vehicle to C-14) or latest. Vehicle C-14) or latest. Vehicle C-14) or latest. Vehicle or latest. Vehicle or latest. Vehicle latest. Vehicle latest. Vehicle Vehicle Vehicle and Construction Equipment Service and Storage: 4.An area shall be designated for the maintenance, An area shall be designated for the maintenance, area shall be designated for the maintenance, area shall be designated for the maintenance, shall be designated for the maintenance, shall be designated for the maintenance, be designated for the maintenance, be designated for the maintenance, designated for the maintenance, designated for the maintenance, for the maintenance, for the maintenance, the maintenance, the maintenance, maintenance, maintenance, where on- site maintenance is required, and storage on- site maintenance is required, and storage on- site maintenance is required, and storage site maintenance is required, and storage site maintenance is required, and storage maintenance is required, and storage maintenance is required, and storage is required, and storage is required, and storage required, and storage required, and storage and storage and storage storage storage of equipment that is protected from stormwater equipment that is protected from stormwater equipment that is protected from stormwater that is protected from stormwater that is protected from stormwater is protected from stormwater is protected from stormwater protected from stormwater protected from stormwater from stormwater from stormwater stormwater stormwater run-on and runoff. Measures shall be provided to and runoff. Measures shall be provided to and runoff. Measures shall be provided to runoff. Measures shall be provided to runoff. Measures shall be provided to Measures shall be provided to Measures shall be provided to Measures shall be provided to shall be provided to shall be provided to be provided to be provided to provided to provided to to to capture any waste oils, lubricants, or other potential any waste oils, lubricants, or other potential any waste oils, lubricants, or other potential waste oils, lubricants, or other potential waste oils, lubricants, or other potential oils, lubricants, or other potential oils, lubricants, or other potential lubricants, or other potential lubricants, or other potential or other potential or other potential other potential other potential potential potential pollutants and these wastes shall be properly disposed and these wastes shall be properly disposed and these wastes shall be properly disposed these wastes shall be properly disposed these wastes shall be properly disposed wastes shall be properly disposed wastes shall be properly disposed shall be properly disposed shall be properly disposed be properly disposed be properly disposed properly disposed properly disposed disposed disposed of off site. Fueling and major maintenance/repair, and off site. Fueling and major maintenance/repair, and off site. Fueling and major maintenance/repair, and site. Fueling and major maintenance/repair, and site. Fueling and major maintenance/repair, and Fueling and major maintenance/repair, and Fueling and major maintenance/repair, and and major maintenance/repair, and and major maintenance/repair, and major maintenance/repair, and major maintenance/repair, and maintenance/repair, and maintenance/repair, and and and washing shall be conducted off-site whenever feasible. shall be conducted off-site whenever feasible. shall be conducted off-site whenever feasible. be conducted off-site whenever feasible. be conducted off-site whenever feasible. conducted off-site whenever feasible. conducted off-site whenever feasible. off-site whenever feasible. off-site whenever feasible. whenever feasible. whenever feasible. feasible. feasible. Refer to Erosion & Sediment Control Field Manual, 4th to Erosion & Sediment Control Field Manual, 4th to Erosion & Sediment Control Field Manual, 4th Erosion & Sediment Control Field Manual, 4th Erosion & Sediment Control Field Manual, 4th & Sediment Control Field Manual, 4th & Sediment Control Field Manual, 4th Sediment Control Field Manual, 4th Sediment Control Field Manual, 4th Control Field Manual, 4th Control Field Manual, 4th Field Manual, 4th Field Manual, 4th Manual, 4th Manual, 4th 4th 4th Edition (page C9) or latest. 5.Material Delivery, Handling and Storage: In general, Material Delivery, Handling and Storage: In general, Delivery, Handling and Storage: In general, Delivery, Handling and Storage: In general, Handling and Storage: In general, Handling and Storage: In general, and Storage: In general, and Storage: In general, Storage: In general, Storage: In general, In general, In general, general, general, materials Should not be stockpiled on site. Where Should not be stockpiled on site. Where Should not be stockpiled on site. Where hould not be stockpiled on site. Where not be stockpiled on site. Where not be stockpiled on site. Where be stockpiled on site. Where be stockpiled on site. Where stockpiled on site. Where stockpiled on site. Where on site. Where on site. Where site. Where site. Where Where Where Where temporary stockpiles are necessary and approved by stockpiles are necessary and approved by stockpiles are necessary and approved by are necessary and approved by are necessary and approved by necessary and approved by necessary and approved by and approved by and approved by approved by approved by by by the County, they shall be covered with secured plastic County, they shall be covered with secured plastic County, they shall be covered with secured plastic they shall be covered with secured plastic they shall be covered with secured plastic shall be covered with secured plastic shall be covered with secured plastic be covered with secured plastic be covered with secured plastic covered with secured plastic covered with secured plastic with secured plastic with secured plastic secured plastic secured plastic plastic plastic sheeting or tarp and located in designated areas near or tarp and located in designated areas near or tarp and located in designated areas near tarp and located in designated areas near tarp and located in designated areas near and located in designated areas near and located in designated areas near located in designated areas near located in designated areas near in designated areas near in designated areas near designated areas near designated areas near areas near areas near near near construction entrances and away from drainage paths entrances and away from drainage paths entrances and away from drainage paths and away from drainage paths and away from drainage paths away from drainage paths away from drainage paths from drainage paths from drainage paths drainage paths drainage paths paths paths and waterways. Barriers shall be provided around waterways. Barriers shall be provided around waterways. Barriers shall be provided around Barriers shall be provided around Barriers shall be provided around shall be provided around shall be provided around be provided around be provided around provided around provided around around around storage areas where materials are potentially in areas where materials are potentially in areas where materials are potentially in where materials are potentially in where materials are potentially in materials are potentially in materials are potentially in are potentially in are potentially in potentially in potentially in in in contact with runoff. Refer to Erosion & Sediment with runoff. Refer to Erosion & Sediment with runoff. Refer to Erosion & Sediment runoff. Refer to Erosion & Sediment runoff. Refer to Erosion & Sediment Refer to Erosion & Sediment Refer to Erosion & Sediment to Erosion & Sediment to Erosion & Sediment Erosion & Sediment Erosion & Sediment & Sediment & Sediment Sediment Sediment Control Field Manual, 4th Edition (pages C-11 to C-12) Field Manual, 4th Edition (pages C-11 to C-12) Field Manual, 4th Edition (pages C-11 to C-12) Manual, 4th Edition (pages C-11 to C-12) Manual, 4th Edition (pages C-11 to C-12) 4th Edition (pages C-11 to C-12) 4th Edition (pages C-11 to C-12) Edition (pages C-11 to C-12) Edition (pages C-11 to C-12) (pages C-11 to C-12) (pages C-11 to C-12) C-11 to C-12) C-11 to C-12) to C-12) to C-12) C-12) C-12) or latest. 6.Handling and Disposal of Concrete and Cement: When Handling and Disposal of Concrete and Cement: When and Disposal of Concrete and Cement: When and Disposal of Concrete and Cement: When Disposal of Concrete and Cement: When Disposal of Concrete and Cement: When of Concrete and Cement: When of Concrete and Cement: When Concrete and Cement: When Concrete and Cement: When and Cement: When and Cement: When Cement: When Cement: When When When Concrete trucks and equipment are washed on-site, oncrete trucks and equipment are washed on-site, trucks and equipment are washed on-site, trucks and equipment are washed on-site, and equipment are washed on-site, and equipment are washed on-site, equipment are washed on-site, equipment are washed on-site, are washed on-site, are washed on-site, washed on-site, washed on-site, on-site, on-site, concrete wastewater shall be contained in designated wastewater shall be contained in designated wastewater shall be contained in designated shall be contained in designated shall be contained in designated be contained in designated be contained in designated contained in designated contained in designated in designated in designated designated designated containers or in a temporary lined and watertight pit or in a temporary lined and watertight pit or in a temporary lined and watertight pit in a temporary lined and watertight pit in a temporary lined and watertight pit a temporary lined and watertight pit a temporary lined and watertight pit temporary lined and watertight pit temporary lined and watertight pit lined and watertight pit lined and watertight pit and watertight pit and watertight pit watertight pit watertight pit pit pit where wasted concrete can harden for later removal. wasted concrete can harden for later removal. wasted concrete can harden for later removal. concrete can harden for later removal. concrete can harden for later removal. can harden for later removal. can harden for later removal. harden for later removal. harden for later removal. for later removal. for later removal. later removal. later removal. removal. removal. If possible have concrete contractor remove concrete possible have concrete contractor remove concrete possible have concrete contractor remove concrete have concrete contractor remove concrete have concrete contractor remove concrete concrete contractor remove concrete concrete contractor remove concrete contractor remove concrete contractor remove concrete remove concrete remove concrete concrete concrete wash water from site. In no case shall fresh water from site. In no case shall fresh water from site. In no case shall fresh from site. In no case shall fresh from site. In no case shall fresh site. In no case shall fresh site. In no case shall fresh In no case shall fresh In no case shall fresh In no case shall fresh no case shall fresh no case shall fresh case shall fresh case shall fresh shall fresh shall fresh fresh fresh concrete be washed into the road right-of-way. Refer be washed into the road right-of-way. Refer be washed into the road right-of-way. Refer washed into the road right-of-way. Refer washed into the road right-of-way. Refer into the road right-of-way. Refer into the road right-of-way. Refer the road right-of-way. Refer the road right-of-way. Refer road right-of-way. Refer road right-of-way. Refer right-of-way. Refer right-of-way. Refer Refer Refer to Erosion & Sediment Control Field Manual, 4th Erosion & Sediment Control Field Manual, 4th Erosion & Sediment Control Field Manual, 4th & Sediment Control Field Manual, 4th & Sediment Control Field Manual, 4th Sediment Control Field Manual, 4th Sediment Control Field Manual, 4th Control Field Manual, 4th Control Field Manual, 4th Field Manual, 4th Field Manual, 4th Manual, 4th Manual, 4th 4th 4th Edition (pages C-15 to C-16) or latest. 7.Pavement Construction Management: Prevent or Pavement Construction Management: Prevent or Construction Management: Prevent or Construction Management: Prevent or Management: Prevent or Management: Prevent or Prevent or Prevent or or or reduce the discharge of pollutants from paving the discharge of pollutants from paving the discharge of pollutants from paving discharge of pollutants from paving discharge of pollutants from paving of pollutants from paving of pollutants from paving pollutants from paving pollutants from paving from paving from paving paving paving operations, using measures to prevent run-on and using measures to prevent run-on and using measures to prevent run-on and measures to prevent run-on and measures to prevent run-on and to prevent run-on and to prevent run-on and prevent run-on and prevent run-on and run-on and run-on and and and runoff pollution and properly disposing of wastes. Avoid pollution and properly disposing of wastes. Avoid pollution and properly disposing of wastes. Avoid and properly disposing of wastes. Avoid and properly disposing of wastes. Avoid properly disposing of wastes. Avoid properly disposing of wastes. Avoid disposing of wastes. Avoid disposing of wastes. Avoid of wastes. Avoid of wastes. Avoid wastes. Avoid wastes. Avoid Avoid Avoid paving in the wet season and reschedule paving when in the wet season and reschedule paving when in the wet season and reschedule paving when the wet season and reschedule paving when the wet season and reschedule paving when wet season and reschedule paving when wet season and reschedule paving when season and reschedule paving when season and reschedule paving when and reschedule paving when and reschedule paving when reschedule paving when reschedule paving when paving when paving when when when rain is in the forecast. Residue from saw-cutting is in the forecast. Residue from saw-cutting is in the forecast. Residue from saw-cutting in the forecast. Residue from saw-cutting in the forecast. Residue from saw-cutting the forecast. Residue from saw-cutting the forecast. Residue from saw-cutting forecast. Residue from saw-cutting forecast. Residue from saw-cutting Residue from saw-cutting Residue from saw-cutting Residue from saw-cutting from saw-cutting from saw-cutting saw-cutting saw-cutting shall be vacuumed for proper disposal. Refer to be vacuumed for proper disposal. Refer to be vacuumed for proper disposal. Refer to vacuumed for proper disposal. Refer to vacuumed for proper disposal. Refer to for proper disposal. Refer to for proper disposal. Refer to proper disposal. Refer to proper disposal. Refer to disposal. Refer to disposal. Refer to Refer to Refer to to to Erosion & Sediment Control Field Manual, 4th Edition & Sediment Control Field Manual, 4th Edition & Sediment Control Field Manual, 4th Edition Sediment Control Field Manual, 4th Edition Sediment Control Field Manual, 4th Edition Control Field Manual, 4th Edition Control Field Manual, 4th Edition Field Manual, 4th Edition Field Manual, 4th Edition Manual, 4th Edition Manual, 4th Edition 4th Edition 4th Edition Edition Edition (pages C-17 to C-18) or latest. 8.Contaminated Soil and Water Management: Inspections Contaminated Soil and Water Management: Inspections Soil and Water Management: Inspections Soil and Water Management: Inspections and Water Management: Inspections and Water Management: Inspections Water Management: Inspections Water Management: Inspections Management: Inspections Management: Inspections Inspections Inspections to identify contaminated soils should occur prior to identify contaminated soils should occur prior to identify contaminated soils should occur prior to contaminated soils should occur prior to contaminated soils should occur prior to soils should occur prior to soils should occur prior to should occur prior to should occur prior to occur prior to occur prior to prior to prior to to to construction and at regular intervals during and at regular intervals during and at regular intervals during at regular intervals during at regular intervals during regular intervals during regular intervals during intervals during intervals during during during construction. Remediating contaminated soil should Remediating contaminated soil should Remediating contaminated soil should contaminated soil should contaminated soil should soil should soil should should should occur promptly after identification and be specific to promptly after identification and be specific to promptly after identification and be specific to after identification and be specific to after identification and be specific to identification and be specific to identification and be specific to and be specific to and be specific to be specific to be specific to specific to specific to to to the contaminant identified, which may include hazardous contaminant identified, which may include hazardous contaminant identified, which may include hazardous identified, which may include hazardous identified, which may include hazardous which may include hazardous which may include hazardous may include hazardous may include hazardous include hazardous include hazardous hazardous hazardous waste removal. Refer to Erosion & Sediment Control removal. Refer to Erosion & Sediment Control removal. Refer to Erosion & Sediment Control Refer to Erosion & Sediment Control Refer to Erosion & Sediment Control to Erosion & Sediment Control to Erosion & Sediment Control Erosion & Sediment Control Erosion & Sediment Control & Sediment Control & Sediment Control Sediment Control Sediment Control Control Control Field Manual, 4th Edition (pages C-19 to C-20) or Manual, 4th Edition (pages C-19 to C-20) or Manual, 4th Edition (pages C-19 to C-20) or 4th Edition (pages C-19 to C-20) or 4th Edition (pages C-19 to C-20) or Edition (pages C-19 to C-20) or Edition (pages C-19 to C-20) or (pages C-19 to C-20) or (pages C-19 to C-20) or C-19 to C-20) or C-19 to C-20) or to C-20) or to C-20) or C-20) or C-20) or or or latest. 9.Sanitary/Septic Water Management: Temporary sanitary Sanitary/Septic Water Management: Temporary sanitary Water Management: Temporary sanitary Water Management: Temporary sanitary Management: Temporary sanitary Management: Temporary sanitary Temporary sanitary Temporary sanitary sanitary sanitary facilities should be located away from drainage paths, should be located away from drainage paths, should be located away from drainage paths, be located away from drainage paths, be located away from drainage paths, located away from drainage paths, located away from drainage paths, away from drainage paths, away from drainage paths, from drainage paths, from drainage paths, drainage paths, drainage paths, paths, paths, waterways, and traffic areas. Only licensed sanitary and traffic areas. Only licensed sanitary and traffic areas. Only licensed sanitary traffic areas. Only licensed sanitary traffic areas. Only licensed sanitary areas. Only licensed sanitary areas. Only licensed sanitary Only licensed sanitary Only licensed sanitary Only licensed sanitary licensed sanitary licensed sanitary sanitary sanitary and septic waste haulers should be used. Secondary septic waste haulers should be used. Secondary septic waste haulers should be used. Secondary waste haulers should be used. Secondary waste haulers should be used. Secondary haulers should be used. Secondary haulers should be used. Secondary should be used. Secondary should be used. Secondary be used. Secondary be used. Secondary used. Secondary used. Secondary Secondary Secondary containment should be provided for all sanitary should be provided for all sanitary should be provided for all sanitary be provided for all sanitary be provided for all sanitary provided for all sanitary provided for all sanitary for all sanitary for all sanitary all sanitary all sanitary sanitary sanitary facilities. Refer to Erosion & Sediment Control Field Refer to Erosion & Sediment Control Field Refer to Erosion & Sediment Control Field Refer to Erosion & Sediment Control Field Refer to Erosion & Sediment Control Field to Erosion & Sediment Control Field to Erosion & Sediment Control Field Erosion & Sediment Control Field Erosion & Sediment Control Field & Sediment Control Field & Sediment Control Field Sediment Control Field Sediment Control Field Control Field Control Field Field Field Manual, 4th Edition (page C-21) or latest. 10.Inspection & Maintenance: Areas of material and Inspection & Maintenance: Areas of material and & Maintenance: Areas of material and & Maintenance: Areas of material and Maintenance: Areas of material and Maintenance: Areas of material and Areas of material and Areas of material and of material and of material and material and material and and and equipment storage sites and temporary sanitary storage sites and temporary sanitary storage sites and temporary sanitary sites and temporary sanitary sites and temporary sanitary and temporary sanitary and temporary sanitary temporary sanitary temporary sanitary sanitary sanitary facilities must be inspected weekly. Problem areas shall must be inspected weekly. Problem areas shall must be inspected weekly. Problem areas shall be inspected weekly. Problem areas shall be inspected weekly. Problem areas shall inspected weekly. Problem areas shall inspected weekly. Problem areas shall weekly. Problem areas shall weekly. Problem areas shall Problem areas shall Problem areas shall areas shall areas shall shall shall be identified and appropriate additional and/or identified and appropriate additional and/or identified and appropriate additional and/or and appropriate additional and/or and appropriate additional and/or appropriate additional and/or appropriate additional and/or additional and/or additional and/or and/or and/or alternative control measures implemented immediately, control measures implemented immediately, control measures implemented immediately, measures implemented immediately, measures implemented immediately, implemented immediately, implemented immediately, immediately, immediately, within 24 hours of the problem being identified.

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STANDARD EROSION CONTROL NOTES 1.Sediment Control Management: Tracking Prevention Sediment Control Management: Tracking Prevention Tracking Prevention & Clean Up: Activities shall be organized and measures taken as needed to prevent or minimize to prevent or minimize tracking of soil onto the public street system. A public street system. A gravel or proprietary device construction device construction entrance/exit is required for all sites. Clean up of tracked material shall be provided by means of a street sweeper prior to an approaching rain event, or at least once at the end of each of each workday that material is tracked, or, more frequently as determined by the County Inspector. Refer to Erosion & Sediment Control Field Manual, 4th Edition (pages B-31 to B-33) or latest. Storm Drain Inlet and Catch Basin Inlet Protection: All inlets within the vicinity of the project and within the project limits shall be protected with gravel bags placed around inlets or other inlet protection. At locations where protection. At locations where exposed soils are present, staked fiber roles or staked silt fences can be used. Inlet filters are not allowed due to clogging and subsequent flooding. Refer to Erosion & Sediment Control & Sediment Control Field Manual, 4th Edition (pages B-49 to B-51) or latest. Storm Water Runoff: No storm water Storm Water Runoff: No storm water runoff shall be allowed to drain in to the existing allowed to drain in to the existing and/or proposed underground storm drain system underground storm drain system or other above ground watercourses until ground watercourses until appropriate erosion control measures are fully installed. Dust Control: The contractor shall Dust Control: The contractor shall provide dust control in graded areas as required by providing wet suppression or chemical suppression or chemical stabilization of exposed soils, providing for rapid clean up of sediments deposited on paved roads, furnishing construction road entrances and vehicle wash down areas, and limiting the amount of areas disturbed by clearing and earth moving operations by scheduling these activities in phases. Stockpiling: Excavated soils shall not be placed in streets or on paved areas. Borrow and temporary stockpiles shall be protected with appropriate erosion control measures(tarps, straw bales, silt fences, ect.) to ensure silt does not leave the site or enter the storm drain system or neighboring watercourse. 2.Erosion Control: During the rainy season, all Erosion Control: During the rainy season, all all disturbed areas must include an effective combination of erosion and sediment control. It is required that temporary erosion control measures are applied to all disturbed soil areas prior to a rain event. During the non-rainy season, erosion control measures must be applied measures must be applied sufficient to control wind erosion at the site. erosion at the site. 3.Inspection & Maintenance: Disturbed areas of the Inspection & Maintenance: Disturbed areas of the Project’s site, locations where vehicles enter or s site, locations where vehicles enter or exit the site, and all erosion and sediment controls that are identified as part of the Erosion that are identified as part of the Erosion Control Plans must be inspected by the Plans must be inspected by the Contractor before, during, and after storm events, and at least weekly during seasonal wet periods. Problem areas shall be identified and appropriate be identified and appropriate additional and/ or alternative control measures or alternative control measures implemented immediately, within 24 hours of the immediately, within 24 hours of the problem being identified. 4.Project Completion: Prior to project completion Project Completion: Prior to project completion and signoff by the County Inspector, all disturbed signoff by the County Inspector, all disturbed areas shall be reseeded, planted, or landscaped shall be reseeded, planted, or landscaped to minimize the potential for erosion on the subject site. 5.It shall be the Owner’s/Contractor’s responsibility It shall be the Owner’s/Contractor’s responsibility s/Contractor’s responsibility s responsibility to maintain control of the entire construction maintain control of the entire construction operation and to keep the entire site in compliance with the erosion control plan. 6.Erosion and sediment control best management Erosion and sediment control best management practices shall be operable year round or until vegetation is fully established on landscaped surfaces. 7.Grading work between October 15 and April 15 is Grading work between October 15 and April 15 is at the discretion of Santa Clara County building official. 8.Exposed slope shall be protected with jute net Exposed slope shall be protected with jute net and/or hydroseed. hydroseed shall be a homogeneously mix of slurry containing not less than 44 lbs organic mulching amendment plus fertilizer, chemical additives and soils for each 100 gallons of water.

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Fabric

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Available from www.cabmphandbooks.com.

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Stormwater Quality Association, January 2003.

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Source for Graphics: California Stormwater BMP Handbook, California

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NOTES: : 1.Construction the length of each reach so that the change is base Construction the length of each reach so that the change is base elevation along the reach does not exceed 1/3 the height of the linear barrier, in no case shall the reach length exceed 500' 2.The last 8'-0" at fence shall be turned up slope. The last 8'-0" at fence shall be turned up slope. 3.Stake dimensions are nominal. Stake dimensions are nominal. 4.Dimension may very to fit field condition. Dimension may very to fit field condition. 5.Stakes shall be space at 8'-0" maximum and shall be positioned on Stakes shall be space at 8'-0" maximum and shall be positioned on downstream side of fence. 6.Stake shall be overlap driven tightly together to prevent potential Stake shall be overlap driven tightly together to prevent potential flow-through of sediment at joint. The top of stake shall be secure with wire. 7.For end stake, fence fabric shall be folded around two stakes one full turn For end stake, fence fabric shall be folded around two stakes one full turn and secured with 4 stable. 8.Minimum 4 staples per stake. Dimensions shown are typical. Minimum 4 staples per stake. Dimensions shown are typical. 9.Cross barriers shall be a minimum of 1/3 a maximum at 1/2 the height Cross barriers shall be a minimum of 1/3 a maximum at 1/2 the height of the linear barrier. 10.Maintenance openings shall be constructed in a manner to ensure Maintenance openings shall be constructed in a manner to ensure sediment remains behind silt fence. 11.Joining sections shall not be placed at sump locations. Joining sections shall not be placed at sump locations. 12.Sandbag rows and layers shall be offset to eliminate gaps. Sandbag rows and layers shall be offset to eliminate gaps.

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18"

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8'

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C11

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California

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DRAWN

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DATE

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DESIGNED

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DATE

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FILE NO.

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OF

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SHT NO.

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DRAWING NO.

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ROAD NAME :

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COUNTY FILE NO :

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APPLICANT :

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Fax: (408) 583-4006

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Phone: (408) 806-7187

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San Jose, CA 95112

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DUONG AND DAO

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CINNABAR HILLS ROAD

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APN 742-02-019

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San Jose

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12

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PT

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PT

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NL

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04/12/17

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04/12/17

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04/12/17

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9074-47-43-13G

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11

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NTS

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Best Management Practices and Erosion Control Details Sheet 2County of Santa Clara

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Storm Drain Inlet Protection

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CASQA Detail SE-10

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8

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Geotextiles and Mats

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CASQA Detail EC-7

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5

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Entrance/Outlet Tire Wash

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CASQA Detail TC-3

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3

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Geotextiles and Mats

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CASQA Detail EC-7

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7

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Fiber Rolls

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CASQA Detail SE-5

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1

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CASQA Detail SE-10

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6

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CASQA Detail SE-10

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4

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Concrete Waste Management

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CASQA Detail WM-8

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2

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Source for Graphics: California Stormwater BMP Handbook, California

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Stormwater Quality Association, January 2003.

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Available from www.cabmphandbooks.com.

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%%uSection A-A

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%%uPlan

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%%UNote:

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Silt fence Per SC-01

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Remove sediment

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before reaching

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one-third full.

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Drain inlet

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Geotextile

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Blanket

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A

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A

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Sheet flow

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sediment trap

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Edge of

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Drain inlet

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Blanket

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Geotextile

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Sheet flow

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Sheet flow

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Concentrated

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flow

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Rock filter(use if flow

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is concentrated)

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1.2 m +

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-

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300 mm Min

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600 mm Max

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3 Min

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1

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around perimeter

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grade uniformly

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Stabilize area and

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1:1 slope

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Silt fence Per SC-01

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Notes

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1. For use in cleared and grubbed and in graded areas.

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2. Shape basin so that longest inflow area faces longest length of trap.

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3. For concentrated flows, shape basin in 2:1 ratio with length oriented

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towards direction of flow.

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Edge of Pavement

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%%uTYPICAL PROTECTION FOR INLET ON GRADE

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Inlet

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NOTES:

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Edge of Pavement

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%%uTYPICAL PROTECTION FOR INLET ON SUMP

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Inlet

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Sandbags

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2-bags high

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Sandbags

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2-bags high

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Flow

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1. Intended for short-term use.

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2. Use to inhibit non-storm water flow.

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3. Allow for proper maintenance and cleanup.

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4. Bags must be removed after adjacent operation is completed

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5. Not applicable in areas with high silts and clays without filter fabric.

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Flow

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Spillway, 1-bag high

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Spillway, 1-bag high

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Flow

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Flow

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1.2 m max

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1.2 m max

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Note:

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Install fiber roll

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along a level contour.

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Fiber rolls

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1.2 m max

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1.2 m max

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Install a fiber roll near

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slope where it transitions

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into a steeper slope

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Fiber roll

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200 mm min

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Slope

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varies

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300 mm

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min

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100

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19 mm x

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19mm

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wood stakes

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max 1.2 m

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spacing

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mm

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max

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Vertical spacing

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measured along the

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face of the slope

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varies between

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2.4 m and 6.0 m

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device

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to a sediment trapping

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Ditch to carry runoff

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units may be used.

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fabricated, or fabricated

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Many designs can be field

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NOTE:

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Water supply & hose

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Wash Rack

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Paved roadway

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A

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A

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Corrugated steel panels

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specified by a soils engineer

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Filter fabric

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Crushed aggregate greater than 75 mm

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300 mm (12 in) Min, unless otherwise

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(3 in) but smaller than 150 mm (6 in)

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Original

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grade

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specified by a soils engineer

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Filter fabric

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Crushed aggregate greater than 75 mm

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300 mm (12 in) Min, unless otherwise

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(3 in) but smaller than 150 mm (6 in)

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Original

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grade

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B

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B

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Match existing grade

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%%UTYPICAL INSTALLATION DETAIL

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INTERMITTENT CHECK SLOT NTS

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LONGITUDINAL ANCHOR TRENCH NTS

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ISOMETRIC VIEW NTS

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TERMINAL SLOPE AND CHANNEL ANCHOR TRENCH NTS

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INITIAL CHANNEL ANCHOR TRENCH NTS

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NOTES: 1. Check slots to be constructed per manufacturers specifications. 2. Staking or stapling layout per manufacturers specifications. 3. Install per manufacturer's recommendations.

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12"

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3" overlap

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Channel

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bottom

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Staple spacing in slot 12"

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%%UTYPICAL INSTALLATION DETAIL

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4'

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Berm

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NOTES: 1. Slope surface shall be free of rocks, clods, sticks and grass. Slope surface shall be free of rocks, clods, sticks and grass. Slope surface shall be free of rocks, clods, sticks and grass. surface shall be free of rocks, clods, sticks and grass. surface shall be free of rocks, clods, sticks and grass. shall be free of rocks, clods, sticks and grass. shall be free of rocks, clods, sticks and grass. be free of rocks, clods, sticks and grass. be free of rocks, clods, sticks and grass. free of rocks, clods, sticks and grass. free of rocks, clods, sticks and grass. of rocks, clods, sticks and grass. of rocks, clods, sticks and grass. rocks, clods, sticks and grass. rocks, clods, sticks and grass. clods, sticks and grass. clods, sticks and grass. sticks and grass. sticks and grass. and grass. and grass. grass. grass. Mats/blankets shall have good soil contact. 2. Lay blankets loosely and stake or staple to maintain direct contact Lay blankets loosely and stake or staple to maintain direct contact Lay blankets loosely and stake or staple to maintain direct contact blankets loosely and stake or staple to maintain direct contact blankets loosely and stake or staple to maintain direct contact loosely and stake or staple to maintain direct contact loosely and stake or staple to maintain direct contact and stake or staple to maintain direct contact and stake or staple to maintain direct contact stake or staple to maintain direct contact stake or staple to maintain direct contact or staple to maintain direct contact or staple to maintain direct contact staple to maintain direct contact staple to maintain direct contact to maintain direct contact to maintain direct contact maintain direct contact maintain direct contact direct contact direct contact contact contact with the soil. Do not stretch. 3. Install per manufacturer's recommendations.

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WET SLOPE LINING NTS

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TYPICAL SLOPE SOIL STABILIZATION NTS

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ISOMETRIC VIEW

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NON-WOVEN GEOTEXTILE FILTER FABRIC UNDER TYPICAL TREATMENT

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FILTER CLOTH 4' ABOVE SOURCE OF WATER

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WATER TABLE

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6" overlap in splice

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3'

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12'

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2:1 (H:V) Slope Max

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6'

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Mats/blankets should be installed vertically downslope

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3'

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Tamp dirt over mat/blanket

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Curb inlet

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12"-

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24"

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Overflow

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DI PROTECTION - TYPE NOT TO SCALE

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VARRIES

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10'

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MIN

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PLAN NOT TO SCALE TYPE "ABOVE GRADE" WITH STRAW BALES

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B

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B

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2"

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4"

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1/8" DIA. STEEL WIRE

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STAPLE DETAIL

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3'

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3'

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CONCRETE WASHOUT

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CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT)

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SECTION B-B NOT TO SCALE

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NOTES: 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY.

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DI PROTECTION TYPE 2 NOT TO SCALE

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TYPICAL TIRE WASH NOT TO SCALE

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ENTRENCHMENT DETAIL NOT TO SCALE

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SECTION B-B NOT TO SCALE

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SECTION A-A NOT TO SCALE

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TYPICAL FIBER ROLL INSTALLATION NOT TO SCALE

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2"to 3" overlap

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EROSION CONTROL DETAILS

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C12

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F

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O

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P

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R

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N

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O

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S

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E

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S

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L

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A

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G

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R

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E

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No. 47518

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E

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R

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E

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N

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G

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N

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E

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E

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E

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T

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S

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R

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E

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L

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N.

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EXP. 12-31-17

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D

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M.

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N

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R

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F

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O

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L

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O

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F

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I

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A

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T

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E

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T

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A

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S

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C

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A

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L

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I

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V

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I

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C

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NO.

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REVISIONS

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APP'D

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BY

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DATE

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CHECKED

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DATE

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SCALE

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CONTRACT NO.

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PROJECT NO.

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California

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DRAWN

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DATE

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DESIGNED

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DATE

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FILE NO.

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OF

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SHT NO.

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DRAWING NO.

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ROAD NAME :

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COUNTY FILE NO :

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APPLICANT :

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Fax: (408) 583-4006

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Phone: (408) 806-7187

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San Jose, CA 95112

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DUONG AND DAO

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CINNABAR HILLS ROAD

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APN 742-02-019

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San Jose

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12

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PT

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PT

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NL

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04/12/17

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04/12/17

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04/12/17

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9074-47-43-13G

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12

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NTS

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402 m 11 18 h seat w 10 tree 18 tree 14 tree 18 tree 12 ...€¦ · 402 m 11. 18" h seat. w....

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