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DEPARTMENT OF PUBLIC WORKS CITY OF SAN JOSE, CALIFORNIA AND DRAINAGE ONLY Date Date Senior Engineer Project Engineer APPROVED FOR GRADING Expiration Date Permit Number GEOTECHNICAL ENGINEER OF RECORD PERVIOUS CONCRETE REQUIREMENTS CONTRACTOR OR PERMITEE SHALL: · PROVIDE CERTIFICATION FROM THE CONCRETE MANUFACTURER THAT THE CONCRETE MEETS THE REQUIREMENTS OF THE C3 STORMWATER HANDBOOK FOR PERVIOUS PAVERS. THIS INCLUDES, BUT IS NOT LIMITED TO, HAVING A MINIMUM SURFACE INFILTRATION RATE OF 100"/HR WHEN TESTED IN ACCORDANCE WITH ASTM C1701. · ONLY CONTRACTORS HOLDING CERTIFICATION OF COMPLETION FROM THE NATIONAL READY MIX CONCRETE ASSOCIATION (NRMA) SHALL INSTALL THE CONRETE AND AT LEAST ONE FOREMAN WITH THIS CERTIFICATION MUST BE ON THE JOB SITE AT ALL TIMES DURING CONCRETE INSTALLATION. · PROTECT THE EXCAVATED AREA FOR FROM EXCESSIVE COMPACTION DUE TO CONSTRUCTION TRAFFIC AND PROTECT THE FINISHED PAVEMENT FROM CONSTRUCTION TRAFFIC.

APPROVED FOR GRADING AND DRAINAGE ONLY … · pervious concrete requirements geotechnical engineer of record contractor or permitee shall: ·provide certification from the concrete

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Page 1: APPROVED FOR GRADING AND DRAINAGE ONLY … · pervious concrete requirements geotechnical engineer of record contractor or permitee shall: ·provide certification from the concrete

DEPARTMENT OF PUBLIC WORKS

CITY OF SAN JOSE, CALIFORNIA

AND DRAINAGE ONLY

Date

DateSenior Engineer

Project Engineer

APPROVED FOR GRADING

Expiration DatePermit Number

GEOTECHNICAL ENGINEER OF RECORD

PERVIOUS CONCRETE REQUIREMENTS

CONTRACTOR OR PERMITEE SHALL:

· PROVIDE CERTIFICATION FROM THE CONCRETE MANUFACTURER THAT THE

CONCRETE MEETS THE REQUIREMENTS OF THE C3 STORMWATER

HANDBOOK FOR PERVIOUS PAVERS. THIS INCLUDES, BUT IS NOT LIMITED TO,

HAVING A MINIMUM SURFACE INFILTRATION RATE OF 100"/HR WHEN TESTED

IN ACCORDANCE WITH ASTM C1701.

· ONLY CONTRACTORS HOLDING CERTIFICATION OF COMPLETION FROM THE

NATIONAL READY MIX CONCRETE ASSOCIATION (NRMA) SHALL INSTALL THE

CONRETE AND AT LEAST ONE FOREMAN WITH THIS CERTIFICATION MUST BE

ON THE JOB SITE AT ALL TIMES DURING CONCRETE INSTALLATION.

· PROTECT THE EXCAVATED AREA FOR FROM EXCESSIVE COMPACTION DUE

TO CONSTRUCTION TRAFFIC AND PROTECT THE FINISHED PAVEMENT FROM

CONSTRUCTION TRAFFIC.

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QUINTANA
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CAPITOL AVENUE
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.
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TITLE SHEET
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APN 254-29-019
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San Jose
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QB
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CT
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SCALE AS NOTES
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NL
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10/28/19
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10/28/19
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10/28/19
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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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ROAD NAME :
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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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BENCHMARK
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1
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SHT No.
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TITLE
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%%USHEET INDEX
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Grading, Drainage Plan
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Site Plan
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3
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4-1
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0
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1
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CUBIC YARDS
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QUANTITIES
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CUT
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400
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399
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EXPORT
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FILL
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IMPORT
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CED
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COBBLE ROCK ENERGY DISSIPATOR
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TG
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TOP OF GRATE
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TYP
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TW
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DRAINAGE OVERLAND RELEASE PATH
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TOP OF WALL
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TYPICAL
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NTS
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NOT TO SCALE
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SW
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TC
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TB
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TEMP
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PROP
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REM
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STA
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SSE
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SS
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SD
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R/W
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SDE
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RW
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R
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PVC
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PSE
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PVMT
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PUE
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PEE
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PP
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PERF
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PL
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PAD
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P
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OH
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OG
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SIDEWALK
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TOP OF CURB
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TOP OF BANK
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TEMPORARY
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PROPOSED
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PUBLIC SERVICE EASEMENT
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SANITARY SEWER EASEMENT
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SANITARY SEWER/ LATERAL
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REMOVE
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STORM DRAIN
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RIGHT OF WAY
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STORM DRAIN EASEMENT
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STATION
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RETAINING WALL
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POLYVINYL CHLORIDE
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PUBLIC UTILITY EASEMENT
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RADIUS
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PAVEMENT
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PEDESTRIAN EQUESTRIAN EASEMENT
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PAD ELEVATION
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PROPERTY LINE
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PAVEMENT FINISH GRADE
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POWER POLE
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PERFORATED
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ORIGINAL GROUND
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OVERHEAD
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CO
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MH
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N & S
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MIN
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MAX
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LS
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LIP
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HP
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IEE
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GM
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CONC
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FG
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FH
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FL
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G
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FC
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FF
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EX
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ELEV
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E(OH)
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EP
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EM
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DWY
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DI
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COP
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LW
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SANITARY SEWER CLEANOUT
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GARAGE SLAB ELEVATION/GAS LINE
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MANHOLE
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NAIL AND SILVER
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MINIMUM
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GAS METER
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LIP OF GUTTER
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LANDSCAPED AREA
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MAXIMUM
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HI POINT
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INGRESS & EGRESS EASEMENT
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CONCRETE
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FINISH FLOOR
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FACE OF CURB
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FIRE HYDRANT
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GROUND FINISH GRADE
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FLOW LINE
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EXISTING
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EDGE OF PAVEMENT
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ELECTRIC METER
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DRAINAGE INLET
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ELECTRIC OVERHEAD
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ELEVATION
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DRIVEWAY
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CURB OPENING
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LIGHT WELL
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AC
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CG
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CL
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BLDG
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AD
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BW
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AB
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%%ULEGEND & ABBREVIATIONS
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WM
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WV
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W
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WLK
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VG
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BOTTOM OF WALL/BACK OF WALK
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CENTERLINE/CHAIN LINK FENCE
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ASPHALT CONCRETE
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AREA DRAIN
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CURB & GUTTER
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BUILDING
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AGGREGATE BASE
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VALLEY GUTTER
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WATER VALVE
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WATER METER
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WATER
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WALKWAY
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8. DOWNSPOUTS AND AREA DRAINS SHALL BE CONNECTED WITH 4" PIPE , SLOPED AT 2%%% MINIMUM
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AND HAVE A MINIMUM COVER AT 1' .
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7. DRAINAGE PATTERNS APPROVED AT THE TIME OF FINE GRADING SHOULD BE MAINTAINED
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6. THE BUILDING AND SURFACE DRAINAGE FACILITIES MUST NOT BE ALTERED NOR ANY FILLING OR
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5. IRRIGATION ACTIVITIES AT THE SITE SHOULD NOT BE DONE IN AN UNCONTROLLED OR UNREASONABLE
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4. CUT AND FILL SLOPES SHALL BE CONSTRUCTED SO THAT SURFACE WATER WILL NOT BE ALLOWED
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3. FINAL GRADES SHOULD BE PROVIDED WITH POSITIVE GRADIENT AWAY FROM ALL FOUNDATIONS
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2. ALL ROOF EAVES SHOULD BE GUTTERED WITH THE OUTLETS TO THE DOWNSPOUTS.
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1. THE SURFACE SOILS ARE CLASSIFIED AS MODERATELY ERODIBLE. THEREFORE, THE FINISHED
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%%UDRAINAGE RECOMMENDATIONS%%U
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SURFACE DRAINAGE
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MINIMIZE SURFACE EROSION.
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BY PROVIDING NECESSARY STRUCTURES, SUCH AS PAVED DITCHES, CATCH BASINS, ETC.
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BE IMPLEMENTED TO CONTAIN IRRIGATION WATER AND PREVENT IT FROM SEEPING INTO WALLS AND
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MANNER. PLANTER AREAS SHOULD NOT BE SITED ADJACENT TO WALLS; OTHERWISE, MEASURES SHOULD
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TO DRAIN OVER THE TOP OF THE SLOPE FACE. THIS MAY REQUIRE BERMS ALONG THE TOP OF FILL
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EXCAVATION WORK PERFORMED IN THE AREA WITHOUT FIRST CONSULTING THE GEOTECHNICAL
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ADEQUATE DISCHARGE POINT. CONCENTRATIONS OF SURFACE WATER RUNOFF SHOULD BE HANDLED
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IN ORDER TO PROVIDE RAPID REMOVAL OF THE SURFACE WATER FROM THE FOUNDATIONS TO AN
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SLOPES AND SURFACES DRAINING DITCHES ABOVE CUT SLOPES.
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THROUGHOUT THE LIFE OF PROPOSED STRUCTURES.
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ENGINEER.
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UNDER FOUNDATIONS.
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GROUND SURFACE SHOULD BE PLANTED WITH GROUND COVER AND CONTINUALLY MAINTAINED TO
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No. 47518
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C
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N.
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A
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M.
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E
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CONFORMANCE WITH
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2. DISSIPATOR IS DESIGNED IN
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1. DISSIPATOR CONCRETE PAD
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CROSS SLOPE TO CONfORM
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WITH EXISTING/PROPOSED
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DITCHES AS NEEDED.
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4" DIA COBBLE ROCK
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IN 4" CONC.
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COBBLE ROCK ENERGY DISSIPATOR
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6"
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FILTER FABRIC
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SEE PLAN
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SECTION DETAIL B
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8"
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ABAG GUIDELINES.
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NOTES:
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SEE PLAN
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SEE PLAN
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PLAN
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V-DITCH/PIPE
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V-DITCH/PIPE
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FOR
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967 CAPITOL AVENUE
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SAN JOSE CALIFORNIA
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GRADING AND DRAINAGE PLAN
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JT
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JOINT TRENCH
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Title sheet
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5
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ATTACHED SINGLE-FAMILY HOMES
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CITY STANDARD GRADING & DRAINAGE NOTES:
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LC ENGINEERING
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598 E SANTA CLARA ST #270, SAN JOSE, CA 95112, PHONE: (408) 806-7187
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LC ENGINEERING SAN JOSE, CALIFORNIA
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PROJECT ENGINEER
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NINH M. LE R.C.E. 47518
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EXP. DATE: 12-31-19
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PROJECT ENGINEER
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SUBMITTED BY:
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EARTHWORK QUANTITIES SHOWN ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INDEPENDENTLY ESTIMATE QUANTITIES FOR HIS/HER OWN USE.
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CUBIC YARDS
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CUBIC YARDS
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CUBIC YARDS
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NTS
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2%%%
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OG
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%%UTYPICAL ASPHALT CONCRETE DRIVEWAY SECTION
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18'
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BASIS OF BEARINGS
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THE BEARINGS SHOWN ON THIS MAP ARE BASED ON THE CENTER LINE OF CAPITOL AVENUE, AS FOUND MONUMENTED AS N40°43'14"W SHOWN ON PARCEL MAP, RECORDED IN BOOK 509 OFMAPS, AT PAGE 42, SANTA CLARA COUNTY RECORDS.
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MAG NAIL ON THE CAPITOL AVENUE NEAR THE EASTERLY
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CORNER OF THE PROPERTY. ELEV 150.05 (NAVD 88)
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NTS
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2" AC ON
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4.5" CLASS II AB
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CSD
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CITY STANDARD DETAIL
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PSSE
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PUBLIC SANITARY SEWER EASEMENT
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PSDE
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PUBLIC STORM DRAIN EASEMENT
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EAE
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EMERGENCY OF EASEMENT
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S
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SLOPE
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VEG
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VEGETATIVE
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PROJECT SITE
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N
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NEW
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AREA DRAIN
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BENCHMARK
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BOUNDARY
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CATCH BASIN
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COBBLE ROCK ENERGY DISSIPATOR
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CONCRETE
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CONTOUR: EXISTING
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CONTOUR: PROPOSED OR NEW
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DESIGN GRADE
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DOWNSPOUT WITH SPLASHBLOCK
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DRAINAGE EMITTER
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DIVERSION VALVE
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DRAINAGE DIRECTION EXTENDABLE
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BACKWATER VALVE (SEE PROJECT NOTES)
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DRAINAGE SWALE
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EASEMENT LINE
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EXISTING ELEVATION
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EXISTING FENCE
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EXISTING TREE TO BE REMOVED
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EXISTING TREE TO REMAIN
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FOUND IRON PIPE AT PROPERTY CORNER
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FILTER FABRIC ROLLS
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GAS METER
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GAS VALVE
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GRADE TO DRAIN
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GUY POLE
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GUY WIRE ANCHOR
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HIGH POINT
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FIRE HYDRANT
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INLET
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JOINT POLE
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LIGHTING
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LIGHTING POLE
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LOW POINT
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MAIL BOX
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MONUMENT WELL
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PGE BOX
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PROJECT SITE
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RETAINING WALL
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RIGHT OF WAY
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SANITARY SEWER CLEAN OUT MANHOLE
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SANITARY SEWER MANHOLE
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STORM DRAIN MANHOLE
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SUMP PUMP
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TELEPHONE BOX
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TELEVISION BOX
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TEST PIT
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TOP OF FILL
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TOE OF FILL
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TOP OF CUT
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TOE OF CUT
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TREE NUMBER
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T-VAULT
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UTILITY: EXISTING
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UTILITY: PROPOSED OR NEW
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WATER METER
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WATER VALVE
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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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T
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DIV
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W
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SD
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CB
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TP
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D
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Y
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H
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MB
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%%UVICINITY MAP
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6
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Erosion Control Plan
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StormWater Control Plan
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1) RESIDENTIAL DENSITY = 6 UNIT/0.302 ACRES = 20 UNITS/ACRES RESIDENTIAL DENSITY = 6 UNIT/0.302 ACRES = 20 UNITS/ACRES 2) PARKING INFORMATION : PARKING INFORMATION : 2 PARKING SPACE/UNIT 4 GUEST PARKING SPACES 3) LOT SIZE : LOT SIZE : AREA = 13,137 SF = 0.302 ACRES
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General Development Plan
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2-1
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Existing Site & Demolition Plan
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2-2
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%%uNOTES
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Building Cross Sections
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4-3
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%%UCONCRETE SWALE DETAILS
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TOTAL 3
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NO. 4 REBAR
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2"
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12"
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12"
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4"
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NTS
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HYD
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FIRE HYDRANT
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%%u18" MAX. WALL/FENCE DETAIL @ PERIMETER
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A 2" X 6".
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16"
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NECESSARY SUBSTITUTE
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*IF ONLY A 6" WALL IS
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W/6' SPACING
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4" X 6" POST
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L
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P
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FOR FENCING DETAILS
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SEE ARCHITECTURE PLANS
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18"
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MAX.
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18"
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2% MIN
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SWALE
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2"X6" AND/OR
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TREATED REDWOOD
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* 2" X 12" PRESSURE
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NOTE: THIS DRAWING IS APPROVED SUBJECT TO: 1. ALL GRADING IS SUBJECT TO OBSERVATION BY THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE ALL GRADING IS SUBJECT TO OBSERVATION BY THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE GRADING IS SUBJECT TO OBSERVATION BY THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE GRADING IS SUBJECT TO OBSERVATION BY THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE IS SUBJECT TO OBSERVATION BY THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE IS SUBJECT TO OBSERVATION BY THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE SUBJECT TO OBSERVATION BY THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE SUBJECT TO OBSERVATION BY THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE TO OBSERVATION BY THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE TO OBSERVATION BY THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE OBSERVATION BY THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE OBSERVATION BY THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE BY THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE BY THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE CITY. PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE PERMITTEE OR REPRESENTATIVE SHALL NOTIFY THE OR REPRESENTATIVE SHALL NOTIFY THE OR REPRESENTATIVE SHALL NOTIFY THE REPRESENTATIVE SHALL NOTIFY THE REPRESENTATIVE SHALL NOTIFY THE SHALL NOTIFY THE SHALL NOTIFY THE NOTIFY THE NOTIFY THE THE THE CITY OF SAN JOSE DEPARTMENT OF PUBLIC WORKS PROJECT INSPECTOR AT LEAST 48 HOURS BEFORE START OF DEPARTMENT OF PUBLIC WORKS PROJECT INSPECTOR AT LEAST 48 HOURS BEFORE START OF OF PUBLIC WORKS PROJECT INSPECTOR AT LEAST 48 HOURS BEFORE START OF OF PUBLIC WORKS PROJECT INSPECTOR AT LEAST 48 HOURS BEFORE START OF PUBLIC WORKS PROJECT INSPECTOR AT LEAST 48 HOURS BEFORE START OF PUBLIC WORKS PROJECT INSPECTOR AT LEAST 48 HOURS BEFORE START OF WORKS PROJECT INSPECTOR AT LEAST 48 HOURS BEFORE START OF WORKS PROJECT INSPECTOR AT LEAST 48 HOURS BEFORE START OF PROJECT INSPECTOR AT LEAST 48 HOURS BEFORE START OF PROJECT INSPECTOR AT LEAST 48 HOURS BEFORE START OF INSPECTOR AT LEAST 48 HOURS BEFORE START OF INSPECTOR AT LEAST 48 HOURS BEFORE START OF AT LEAST 48 HOURS BEFORE START OF AT LEAST 48 HOURS BEFORE START OF LEAST 48 HOURS BEFORE START OF LEAST 48 HOURS BEFORE START OF 48 HOURS BEFORE START OF 48 HOURS BEFORE START OF HOURS BEFORE START OF HOURS BEFORE START OF BEFORE START OF BEFORE START OF START OF START OF OF OF ANY GRADING. THE PROJECT INSPECTOR IS __________________________VOICEMAIL NO. (408) 975-__________ 2. APPROVAL OF THIS PLAN APPLIES ONLY TO (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL APPROVAL OF THIS PLAN APPLIES ONLY TO (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL OF THIS PLAN APPLIES ONLY TO (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL OF THIS PLAN APPLIES ONLY TO (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL THIS PLAN APPLIES ONLY TO (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL THIS PLAN APPLIES ONLY TO (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL PLAN APPLIES ONLY TO (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL PLAN APPLIES ONLY TO (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL APPLIES ONLY TO (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL APPLIES ONLY TO (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL ONLY TO (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL ONLY TO (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL TO (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL TO (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL (A) THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL THE EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL PLACEMENT, AND COMPACTION OF NATURAL PLACEMENT, AND COMPACTION OF NATURAL AND COMPACTION OF NATURAL AND COMPACTION OF NATURAL COMPACTION OF NATURAL COMPACTION OF NATURAL OF NATURAL OF NATURAL NATURAL NATURAL EARTH MATERIALS, (B) THE INSTALLATION OF ON-SITE (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND MATERIALS, (B) THE INSTALLATION OF ON-SITE (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND MATERIALS, (B) THE INSTALLATION OF ON-SITE (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND (B) THE INSTALLATION OF ON-SITE (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND (B) THE INSTALLATION OF ON-SITE (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND THE INSTALLATION OF ON-SITE (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND THE INSTALLATION OF ON-SITE (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND INSTALLATION OF ON-SITE (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND INSTALLATION OF ON-SITE (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND INSTALLATION OF ON-SITE (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND OF ON-SITE (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND OF ON-SITE (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND ON-SITE (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND ON-SITE (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND (I.E. PRIVATE PROPERTY) STORM WATER CONVEYANCE AND PRIVATE PROPERTY) STORM WATER CONVEYANCE AND PRIVATE PROPERTY) STORM WATER CONVEYANCE AND PROPERTY) STORM WATER CONVEYANCE AND PROPERTY) STORM WATER CONVEYANCE AND STORM WATER CONVEYANCE AND STORM WATER CONVEYANCE AND WATER CONVEYANCE AND WATER CONVEYANCE AND CONVEYANCE AND CONVEYANCE AND AND AND TREATMENT FACILITIES THAT ARE OUTSIDE OF THE 5-FOOT BUILDING ENVELOPE, AND (C) THE INSTALLATION OF FACILITIES THAT ARE OUTSIDE OF THE 5-FOOT BUILDING ENVELOPE, AND (C) THE INSTALLATION OF FACILITIES THAT ARE OUTSIDE OF THE 5-FOOT BUILDING ENVELOPE, AND (C) THE INSTALLATION OF THAT ARE OUTSIDE OF THE 5-FOOT BUILDING ENVELOPE, AND (C) THE INSTALLATION OF THAT ARE OUTSIDE OF THE 5-FOOT BUILDING ENVELOPE, AND (C) THE INSTALLATION OF ARE OUTSIDE OF THE 5-FOOT BUILDING ENVELOPE, AND (C) THE INSTALLATION OF ARE OUTSIDE OF THE 5-FOOT BUILDING ENVELOPE, AND (C) THE INSTALLATION OF OUTSIDE OF THE 5-FOOT BUILDING ENVELOPE, AND (C) THE INSTALLATION OF OUTSIDE OF THE 5-FOOT BUILDING ENVELOPE, AND (C) THE INSTALLATION OF OF THE 5-FOOT BUILDING ENVELOPE, AND (C) THE INSTALLATION OF OF THE 5-FOOT BUILDING ENVELOPE, AND (C) THE INSTALLATION OF THE 5-FOOT BUILDING ENVELOPE, AND (C) THE INSTALLATION OF THE 5-FOOT BUILDING ENVELOPE, AND (C) THE INSTALLATION OF 5-FOOT BUILDING ENVELOPE, AND (C) THE INSTALLATION OF 5-FOOT BUILDING ENVELOPE, AND (C) THE INSTALLATION OF BUILDING ENVELOPE, AND (C) THE INSTALLATION OF BUILDING ENVELOPE, AND (C) THE INSTALLATION OF ENVELOPE, AND (C) THE INSTALLATION OF ENVELOPE, AND (C) THE INSTALLATION OF AND (C) THE INSTALLATION OF AND (C) THE INSTALLATION OF (C) THE INSTALLATION OF (C) THE INSTALLATION OF THE INSTALLATION OF THE INSTALLATION OF INSTALLATION OF INSTALLATION OF OF OF RETAINING STRUCTURES. THIS APPROVAL DOES NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY STRUCTURES. THIS APPROVAL DOES NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY STRUCTURES. THIS APPROVAL DOES NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY THIS APPROVAL DOES NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY THIS APPROVAL DOES NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY THIS APPROVAL DOES NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY APPROVAL DOES NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY APPROVAL DOES NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY DOES NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY DOES NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY OF ENTRY TO EITHER PUBLIC PROPERTY OF ENTRY TO EITHER PUBLIC PROPERTY ENTRY TO EITHER PUBLIC PROPERTY ENTRY TO EITHER PUBLIC PROPERTY TO EITHER PUBLIC PROPERTY TO EITHER PUBLIC PROPERTY EITHER PUBLIC PROPERTY EITHER PUBLIC PROPERTY PUBLIC PROPERTY PUBLIC PROPERTY PROPERTY PROPERTY OR THE PRIVATE PROPERTY OF OTHERS. APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF THE PRIVATE PROPERTY OF OTHERS. APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF THE PRIVATE PROPERTY OF OTHERS. APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF PRIVATE PROPERTY OF OTHERS. APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF PRIVATE PROPERTY OF OTHERS. APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF PROPERTY OF OTHERS. APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF PROPERTY OF OTHERS. APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF OF OTHERS. APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF OF OTHERS. APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF OTHERS. APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF OTHERS. APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF ALSO DOES NOT CONSTITUTE APPROVAL OF ALSO DOES NOT CONSTITUTE APPROVAL OF DOES NOT CONSTITUTE APPROVAL OF DOES NOT CONSTITUTE APPROVAL OF NOT CONSTITUTE APPROVAL OF NOT CONSTITUTE APPROVAL OF CONSTITUTE APPROVAL OF CONSTITUTE APPROVAL OF APPROVAL OF APPROVAL OF OF OF ANY IMPROVEMENTS WITH THE EXCEPTION OF THOSE LISTED ABOVE. PROPOSED IMPROVEMENTS, WITH THE IMPROVEMENTS WITH THE EXCEPTION OF THOSE LISTED ABOVE. PROPOSED IMPROVEMENTS, WITH THE IMPROVEMENTS WITH THE EXCEPTION OF THOSE LISTED ABOVE. PROPOSED IMPROVEMENTS, WITH THE WITH THE EXCEPTION OF THOSE LISTED ABOVE. PROPOSED IMPROVEMENTS, WITH THE WITH THE EXCEPTION OF THOSE LISTED ABOVE. PROPOSED IMPROVEMENTS, WITH THE THE EXCEPTION OF THOSE LISTED ABOVE. PROPOSED IMPROVEMENTS, WITH THE THE EXCEPTION OF THOSE LISTED ABOVE. PROPOSED IMPROVEMENTS, WITH THE EXCEPTION OF THOSE LISTED ABOVE. PROPOSED IMPROVEMENTS, WITH THE EXCEPTION OF THOSE LISTED ABOVE. PROPOSED IMPROVEMENTS, WITH THE OF THOSE LISTED ABOVE. PROPOSED IMPROVEMENTS, WITH THE OF THOSE LISTED ABOVE. PROPOSED IMPROVEMENTS, WITH THE THOSE LISTED ABOVE. PROPOSED IMPROVEMENTS, WITH THE THOSE LISTED ABOVE. PROPOSED IMPROVEMENTS, WITH THE LISTED ABOVE. PROPOSED IMPROVEMENTS, WITH THE LISTED ABOVE. PROPOSED IMPROVEMENTS, WITH THE ABOVE. PROPOSED IMPROVEMENTS, WITH THE ABOVE. PROPOSED IMPROVEMENTS, WITH THE PROPOSED IMPROVEMENTS, WITH THE PROPOSED IMPROVEMENTS, WITH THE PROPOSED IMPROVEMENTS, WITH THE IMPROVEMENTS, WITH THE IMPROVEMENTS, WITH THE WITH THE WITH THE THE THE EXCEPTION OF THOSE LISTED ABOVE, ARE SUBJECT TO REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES OF THOSE LISTED ABOVE, ARE SUBJECT TO REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES OF THOSE LISTED ABOVE, ARE SUBJECT TO REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES THOSE LISTED ABOVE, ARE SUBJECT TO REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES THOSE LISTED ABOVE, ARE SUBJECT TO REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES LISTED ABOVE, ARE SUBJECT TO REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES LISTED ABOVE, ARE SUBJECT TO REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES ABOVE, ARE SUBJECT TO REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES ABOVE, ARE SUBJECT TO REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES ARE SUBJECT TO REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES ARE SUBJECT TO REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES SUBJECT TO REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES SUBJECT TO REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES TO REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES TO REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES AND APPROVAL BY THE RESPONSIBLE AUTHORITIES AND APPROVAL BY THE RESPONSIBLE AUTHORITIES APPROVAL BY THE RESPONSIBLE AUTHORITIES APPROVAL BY THE RESPONSIBLE AUTHORITIES BY THE RESPONSIBLE AUTHORITIES BY THE RESPONSIBLE AUTHORITIES THE RESPONSIBLE AUTHORITIES THE RESPONSIBLE AUTHORITIES RESPONSIBLE AUTHORITIES RESPONSIBLE AUTHORITIES AUTHORITIES AUTHORITIES AND ALL OTHER REQUIRED PERMITS SHALL BE OBTAINED. 3. UNLESS OTHERWISE NOTED ON THE PLAN, ANY DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT UNLESS OTHERWISE NOTED ON THE PLAN, ANY DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT OTHERWISE NOTED ON THE PLAN, ANY DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT OTHERWISE NOTED ON THE PLAN, ANY DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT NOTED ON THE PLAN, ANY DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT NOTED ON THE PLAN, ANY DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT ON THE PLAN, ANY DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT ON THE PLAN, ANY DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT THE PLAN, ANY DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT THE PLAN, ANY DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT PLAN, ANY DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT PLAN, ANY DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT ANY DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT ANY DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT DEPICTION OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT OF A RETAINING STRUCTURE ON THIS PLAN SHALL NOT A RETAINING STRUCTURE ON THIS PLAN SHALL NOT A RETAINING STRUCTURE ON THIS PLAN SHALL NOT RETAINING STRUCTURE ON THIS PLAN SHALL NOT RETAINING STRUCTURE ON THIS PLAN SHALL NOT STRUCTURE ON THIS PLAN SHALL NOT STRUCTURE ON THIS PLAN SHALL NOT ON THIS PLAN SHALL NOT ON THIS PLAN SHALL NOT THIS PLAN SHALL NOT THIS PLAN SHALL NOT PLAN SHALL NOT PLAN SHALL NOT SHALL NOT SHALL NOT NOT NOT CONSTITUTE APPROVAL FOR CONSTRUCTION OF THE RETAINING STRUCTURE UNLESS A SEPARATE STRUCTURAL APPROVAL FOR CONSTRUCTION OF THE RETAINING STRUCTURE UNLESS A SEPARATE STRUCTURAL APPROVAL FOR CONSTRUCTION OF THE RETAINING STRUCTURE UNLESS A SEPARATE STRUCTURAL FOR CONSTRUCTION OF THE RETAINING STRUCTURE UNLESS A SEPARATE STRUCTURAL FOR CONSTRUCTION OF THE RETAINING STRUCTURE UNLESS A SEPARATE STRUCTURAL CONSTRUCTION OF THE RETAINING STRUCTURE UNLESS A SEPARATE STRUCTURAL CONSTRUCTION OF THE RETAINING STRUCTURE UNLESS A SEPARATE STRUCTURAL OF THE RETAINING STRUCTURE UNLESS A SEPARATE STRUCTURAL OF THE RETAINING STRUCTURE UNLESS A SEPARATE STRUCTURAL THE RETAINING STRUCTURE UNLESS A SEPARATE STRUCTURAL THE RETAINING STRUCTURE UNLESS A SEPARATE STRUCTURAL RETAINING STRUCTURE UNLESS A SEPARATE STRUCTURAL RETAINING STRUCTURE UNLESS A SEPARATE STRUCTURAL STRUCTURE UNLESS A SEPARATE STRUCTURAL STRUCTURE UNLESS A SEPARATE STRUCTURAL UNLESS A SEPARATE STRUCTURAL UNLESS A SEPARATE STRUCTURAL A SEPARATE STRUCTURAL A SEPARATE STRUCTURAL SEPARATE STRUCTURAL SEPARATE STRUCTURAL STRUCTURAL STRUCTURAL REVIEW, BY THE DEPARTMENT OF PUBLIC WORKS IS COMPLETED AND APPROVED 4. IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL SHALL BE THE RESPONSIBILITY OF THE PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL SHALL BE THE RESPONSIBILITY OF THE PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL BE THE RESPONSIBILITY OF THE PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL BE THE RESPONSIBILITY OF THE PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL THE RESPONSIBILITY OF THE PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL THE RESPONSIBILITY OF THE PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL RESPONSIBILITY OF THE PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL RESPONSIBILITY OF THE PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL OF THE PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL OF THE PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL THE PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL THE PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL PERMITTEE OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL OR AGENT TO IDENTIFY, LOCATE AND PROTECT ALL AGENT TO IDENTIFY, LOCATE AND PROTECT ALL AGENT TO IDENTIFY, LOCATE AND PROTECT ALL TO IDENTIFY, LOCATE AND PROTECT ALL TO IDENTIFY, LOCATE AND PROTECT ALL IDENTIFY, LOCATE AND PROTECT ALL IDENTIFY, LOCATE AND PROTECT ALL LOCATE AND PROTECT ALL LOCATE AND PROTECT ALL AND PROTECT ALL AND PROTECT ALL PROTECT ALL PROTECT ALL ALL ALL UNDERGROUND FACILITIES. 5. THE PERMITTEE OR AGENT SHALL MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN THE PERMITTEE OR AGENT SHALL MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN PERMITTEE OR AGENT SHALL MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN PERMITTEE OR AGENT SHALL MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN OR AGENT SHALL MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN OR AGENT SHALL MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN AGENT SHALL MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN AGENT SHALL MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN SHALL MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN SHALL MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN SIDEWALKS AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN ALL OTHER PUBLIC RIGHTS-OF-WAY IN ALL OTHER PUBLIC RIGHTS-OF-WAY IN OTHER PUBLIC RIGHTS-OF-WAY IN OTHER PUBLIC RIGHTS-OF-WAY IN PUBLIC RIGHTS-OF-WAY IN PUBLIC RIGHTS-OF-WAY IN RIGHTS-OF-WAY IN RIGHTS-OF-WAY IN IN IN A CLEAN, SAFE AND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE CLEAN, SAFE AND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE CLEAN, SAFE AND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE SAFE AND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE SAFE AND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE AND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE AND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE ROCK OR CONSTRUCTION DEBRIS SHALL BE ROCK OR CONSTRUCTION DEBRIS SHALL BE OR CONSTRUCTION DEBRIS SHALL BE OR CONSTRUCTION DEBRIS SHALL BE CONSTRUCTION DEBRIS SHALL BE CONSTRUCTION DEBRIS SHALL BE DEBRIS SHALL BE DEBRIS SHALL BE SHALL BE SHALL BE BE BE REMOVED FROM THE PUBLICLY OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. FROM THE PUBLICLY OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. FROM THE PUBLICLY OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. THE PUBLICLY OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. THE PUBLICLY OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. PUBLICLY OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. PUBLICLY OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. AND UPON COMPLETION OF THE PROJECT. AND UPON COMPLETION OF THE PROJECT. UPON COMPLETION OF THE PROJECT. UPON COMPLETION OF THE PROJECT. COMPLETION OF THE PROJECT. COMPLETION OF THE PROJECT. OF THE PROJECT. OF THE PROJECT. THE PROJECT. THE PROJECT. PROJECT. PROJECT. ALL ADJACENT PROPERTY, PRIVATE OR PUBLIC SHALL BE MAINTAINED IN A CLEAN, SAFE AND USABLE CONDITION. 6. ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY TO COMPLY WITH THE STANDARDS ESTABLISHED BY TO COMPLY WITH THE STANDARDS ESTABLISHED BY COMPLY WITH THE STANDARDS ESTABLISHED BY COMPLY WITH THE STANDARDS ESTABLISHED BY WITH THE STANDARDS ESTABLISHED BY WITH THE STANDARDS ESTABLISHED BY THE STANDARDS ESTABLISHED BY THE STANDARDS ESTABLISHED BY STANDARDS ESTABLISHED BY STANDARDS ESTABLISHED BY ESTABLISHED BY ESTABLISHED BY BY BY THE AIR QUALITY MANAGEMENT DISTRICT FOR AIRBORNE PARTICULATES. 7. THIS PROJECT HAS BEEN DESIGNED TO COMPLY WITH THE FLOOD HAZARD AREA REGULATIONS AS STATED IN THIS PROJECT HAS BEEN DESIGNED TO COMPLY WITH THE FLOOD HAZARD AREA REGULATIONS AS STATED IN PROJECT HAS BEEN DESIGNED TO COMPLY WITH THE FLOOD HAZARD AREA REGULATIONS AS STATED IN PROJECT HAS BEEN DESIGNED TO COMPLY WITH THE FLOOD HAZARD AREA REGULATIONS AS STATED IN HAS BEEN DESIGNED TO COMPLY WITH THE FLOOD HAZARD AREA REGULATIONS AS STATED IN HAS BEEN DESIGNED TO COMPLY WITH THE FLOOD HAZARD AREA REGULATIONS AS STATED IN BEEN DESIGNED TO COMPLY WITH THE FLOOD HAZARD AREA REGULATIONS AS STATED IN BEEN DESIGNED TO COMPLY WITH THE FLOOD HAZARD AREA REGULATIONS AS STATED IN DESIGNED TO COMPLY WITH THE FLOOD HAZARD AREA REGULATIONS AS STATED IN DESIGNED TO COMPLY WITH THE FLOOD HAZARD AREA REGULATIONS AS STATED IN TO COMPLY WITH THE FLOOD HAZARD AREA REGULATIONS AS STATED IN TO COMPLY WITH THE FLOOD HAZARD AREA REGULATIONS AS STATED IN COMPLY WITH THE FLOOD HAZARD AREA REGULATIONS AS STATED IN COMPLY WITH THE FLOOD HAZARD AREA REGULATIONS AS STATED IN WITH THE FLOOD HAZARD AREA REGULATIONS AS STATED IN WITH THE FLOOD HAZARD AREA REGULATIONS AS STATED IN THE FLOOD HAZARD AREA REGULATIONS AS STATED IN THE FLOOD HAZARD AREA REGULATIONS AS STATED IN FLOOD HAZARD AREA REGULATIONS AS STATED IN FLOOD HAZARD AREA REGULATIONS AS STATED IN HAZARD AREA REGULATIONS AS STATED IN HAZARD AREA REGULATIONS AS STATED IN AREA REGULATIONS AS STATED IN AREA REGULATIONS AS STATED IN REGULATIONS AS STATED IN REGULATIONS AS STATED IN AS STATED IN AS STATED IN STATED IN STATED IN IN IN CHAPTER 17.08 OF THE SAN JOSE MUNICIPAL CODE. 8. ALL KNOWN WELL LOCATIONS ON THE SITE HAVE BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR ALL KNOWN WELL LOCATIONS ON THE SITE HAVE BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR KNOWN WELL LOCATIONS ON THE SITE HAVE BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR KNOWN WELL LOCATIONS ON THE SITE HAVE BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR WELL LOCATIONS ON THE SITE HAVE BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR WELL LOCATIONS ON THE SITE HAVE BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR LOCATIONS ON THE SITE HAVE BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR LOCATIONS ON THE SITE HAVE BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR ON THE SITE HAVE BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR ON THE SITE HAVE BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR THE SITE HAVE BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR THE SITE HAVE BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR SITE HAVE BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR SITE HAVE BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR HAVE BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR HAVE BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR BEEN INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR INCLUDED AND SUCH WELLS SHALL BE MAINTAINED OR AND SUCH WELLS SHALL BE MAINTAINED OR AND SUCH WELLS SHALL BE MAINTAINED OR SUCH WELLS SHALL BE MAINTAINED OR SUCH WELLS SHALL BE MAINTAINED OR WELLS SHALL BE MAINTAINED OR WELLS SHALL BE MAINTAINED OR SHALL BE MAINTAINED OR SHALL BE MAINTAINED OR BE MAINTAINED OR BE MAINTAINED OR MAINTAINED OR MAINTAINED OR OR OR ABANDONED ACCORDING TO CURRENT REGULATIONS ADMINISTERED BY THE SANTA CLARA VALLEY WATER DISTRICT. ACCORDING TO CURRENT REGULATIONS ADMINISTERED BY THE SANTA CLARA VALLEY WATER DISTRICT. ACCORDING TO CURRENT REGULATIONS ADMINISTERED BY THE SANTA CLARA VALLEY WATER DISTRICT. TO CURRENT REGULATIONS ADMINISTERED BY THE SANTA CLARA VALLEY WATER DISTRICT. TO CURRENT REGULATIONS ADMINISTERED BY THE SANTA CLARA VALLEY WATER DISTRICT. CURRENT REGULATIONS ADMINISTERED BY THE SANTA CLARA VALLEY WATER DISTRICT. CURRENT REGULATIONS ADMINISTERED BY THE SANTA CLARA VALLEY WATER DISTRICT. REGULATIONS ADMINISTERED BY THE SANTA CLARA VALLEY WATER DISTRICT. REGULATIONS ADMINISTERED BY THE SANTA CLARA VALLEY WATER DISTRICT. ADMINISTERED BY THE SANTA CLARA VALLEY WATER DISTRICT. ADMINISTERED BY THE SANTA CLARA VALLEY WATER DISTRICT. BY THE SANTA CLARA VALLEY WATER DISTRICT. BY THE SANTA CLARA VALLEY WATER DISTRICT. THE SANTA CLARA VALLEY WATER DISTRICT. THE SANTA CLARA VALLEY WATER DISTRICT. SANTA CLARA VALLEY WATER DISTRICT. SANTA CLARA VALLEY WATER DISTRICT. CLARA VALLEY WATER DISTRICT. CLARA VALLEY WATER DISTRICT. VALLEY WATER DISTRICT. VALLEY WATER DISTRICT. WATER DISTRICT. WATER DISTRICT. DISTRICT. DISTRICT. CALL (408) 265-2600 EXTENSION 2660 TO ARRANGE FOR DISTRICT OBSERVATION OF ALL WELL ABANDONMENTS. 9. IN THE EVENT THAT HUMAN REMAINS AND/OR CULTURAL MATERIALS ARE FOUND, ALL PROJECT-RELATED IN THE EVENT THAT HUMAN REMAINS AND/OR CULTURAL MATERIALS ARE FOUND, ALL PROJECT-RELATED THE EVENT THAT HUMAN REMAINS AND/OR CULTURAL MATERIALS ARE FOUND, ALL PROJECT-RELATED THE EVENT THAT HUMAN REMAINS AND/OR CULTURAL MATERIALS ARE FOUND, ALL PROJECT-RELATED EVENT THAT HUMAN REMAINS AND/OR CULTURAL MATERIALS ARE FOUND, ALL PROJECT-RELATED EVENT THAT HUMAN REMAINS AND/OR CULTURAL MATERIALS ARE FOUND, ALL PROJECT-RELATED THAT HUMAN REMAINS AND/OR CULTURAL MATERIALS ARE FOUND, ALL PROJECT-RELATED THAT HUMAN REMAINS AND/OR CULTURAL MATERIALS ARE FOUND, ALL PROJECT-RELATED HUMAN REMAINS AND/OR CULTURAL MATERIALS ARE FOUND, ALL PROJECT-RELATED HUMAN REMAINS AND/OR CULTURAL MATERIALS ARE FOUND, ALL PROJECT-RELATED REMAINS AND/OR CULTURAL MATERIALS ARE FOUND, ALL PROJECT-RELATED REMAINS AND/OR CULTURAL MATERIALS ARE FOUND, ALL PROJECT-RELATED AND/OR CULTURAL MATERIALS ARE FOUND, ALL PROJECT-RELATED AND/OR CULTURAL MATERIALS ARE FOUND, ALL PROJECT-RELATED CULTURAL MATERIALS ARE FOUND, ALL PROJECT-RELATED CULTURAL MATERIALS ARE FOUND, ALL PROJECT-RELATED MATERIALS ARE FOUND, ALL PROJECT-RELATED MATERIALS ARE FOUND, ALL PROJECT-RELATED ARE FOUND, ALL PROJECT-RELATED ARE FOUND, ALL PROJECT-RELATED FOUND, ALL PROJECT-RELATED FOUND, ALL PROJECT-RELATED ALL PROJECT-RELATED ALL PROJECT-RELATED PROJECT-RELATED PROJECT-RELATED CONSTRUCTION SHOULD CEASE WITHIN A 100-FOOT RADIUS. THE CONTRACTOR SHALL, PURSUANT TO SECTION SHOULD CEASE WITHIN A 100-FOOT RADIUS. THE CONTRACTOR SHALL, PURSUANT TO SECTION SHOULD CEASE WITHIN A 100-FOOT RADIUS. THE CONTRACTOR SHALL, PURSUANT TO SECTION CEASE WITHIN A 100-FOOT RADIUS. THE CONTRACTOR SHALL, PURSUANT TO SECTION CEASE WITHIN A 100-FOOT RADIUS. THE CONTRACTOR SHALL, PURSUANT TO SECTION WITHIN A 100-FOOT RADIUS. THE CONTRACTOR SHALL, PURSUANT TO SECTION WITHIN A 100-FOOT RADIUS. THE CONTRACTOR SHALL, PURSUANT TO SECTION A 100-FOOT RADIUS. THE CONTRACTOR SHALL, PURSUANT TO SECTION A 100-FOOT RADIUS. THE CONTRACTOR SHALL, PURSUANT TO SECTION 100-FOOT RADIUS. THE CONTRACTOR SHALL, PURSUANT TO SECTION 100-FOOT RADIUS. THE CONTRACTOR SHALL, PURSUANT TO SECTION RADIUS. THE CONTRACTOR SHALL, PURSUANT TO SECTION RADIUS. THE CONTRACTOR SHALL, PURSUANT TO SECTION THE CONTRACTOR SHALL, PURSUANT TO SECTION THE CONTRACTOR SHALL, PURSUANT TO SECTION CONTRACTOR SHALL, PURSUANT TO SECTION CONTRACTOR SHALL, PURSUANT TO SECTION SHALL, PURSUANT TO SECTION SHALL, PURSUANT TO SECTION PURSUANT TO SECTION PURSUANT TO SECTION TO SECTION TO SECTION SECTION SECTION 7050.5 OF THE HEALTH AND SAFETY CODE, AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE OF THE HEALTH AND SAFETY CODE, AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE OF THE HEALTH AND SAFETY CODE, AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE THE HEALTH AND SAFETY CODE, AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE THE HEALTH AND SAFETY CODE, AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE HEALTH AND SAFETY CODE, AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE HEALTH AND SAFETY CODE, AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE AND SAFETY CODE, AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE AND SAFETY CODE, AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE SAFETY CODE, AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE SAFETY CODE, AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE CODE, AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE CODE, AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE 5097.94 OF THE PUBLIC RESOURCES CODE OF THE 5097.94 OF THE PUBLIC RESOURCES CODE OF THE OF THE PUBLIC RESOURCES CODE OF THE OF THE PUBLIC RESOURCES CODE OF THE THE PUBLIC RESOURCES CODE OF THE THE PUBLIC RESOURCES CODE OF THE PUBLIC RESOURCES CODE OF THE PUBLIC RESOURCES CODE OF THE RESOURCES CODE OF THE RESOURCES CODE OF THE CODE OF THE CODE OF THE OF THE OF THE THE THE STATE OF CALIFORNIA, NOTIFY THE SANTA CLARA COUNTY CORONER IMMEDIATELY. 10. THIS PLAN DOES NOT APPROVE THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS THIS PLAN DOES NOT APPROVE THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS PLAN DOES NOT APPROVE THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS PLAN DOES NOT APPROVE THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS DOES NOT APPROVE THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS DOES NOT APPROVE THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS NOT APPROVE THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS NOT APPROVE THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS APPROVE THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS APPROVE THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS APPROPRIATE TREE REMOVAL PERMITS AND METHODS APPROPRIATE TREE REMOVAL PERMITS AND METHODS APPROPRIATE TREE REMOVAL PERMITS AND METHODS TREE REMOVAL PERMITS AND METHODS TREE REMOVAL PERMITS AND METHODS REMOVAL PERMITS AND METHODS REMOVAL PERMITS AND METHODS PERMITS AND METHODS PERMITS AND METHODS AND METHODS AND METHODS METHODS METHODS OF TREE PRESERVATION SHOULD BE OBTAINED FROM THE CITY'S PLANNING DEPARTMENT AND THE CITY ARBORIST. 11. FOR NON-RESIDENTIAL PROJECTS, ANY NON-HAZARDOUS EXPORT RESULTING FROM PROJECT RELATED EXCAVATION FOR NON-RESIDENTIAL PROJECTS, ANY NON-HAZARDOUS EXPORT RESULTING FROM PROJECT RELATED EXCAVATION NON-RESIDENTIAL PROJECTS, ANY NON-HAZARDOUS EXPORT RESULTING FROM PROJECT RELATED EXCAVATION NON-RESIDENTIAL PROJECTS, ANY NON-HAZARDOUS EXPORT RESULTING FROM PROJECT RELATED EXCAVATION PROJECTS, ANY NON-HAZARDOUS EXPORT RESULTING FROM PROJECT RELATED EXCAVATION PROJECTS, ANY NON-HAZARDOUS EXPORT RESULTING FROM PROJECT RELATED EXCAVATION ANY NON-HAZARDOUS EXPORT RESULTING FROM PROJECT RELATED EXCAVATION ANY NON-HAZARDOUS EXPORT RESULTING FROM PROJECT RELATED EXCAVATION NON-HAZARDOUS EXPORT RESULTING FROM PROJECT RELATED EXCAVATION NON-HAZARDOUS EXPORT RESULTING FROM PROJECT RELATED EXCAVATION EXPORT RESULTING FROM PROJECT RELATED EXCAVATION EXPORT RESULTING FROM PROJECT RELATED EXCAVATION RESULTING FROM PROJECT RELATED EXCAVATION RESULTING FROM PROJECT RELATED EXCAVATION FROM PROJECT RELATED EXCAVATION FROM PROJECT RELATED EXCAVATION PROJECT RELATED EXCAVATION PROJECT RELATED EXCAVATION RELATED EXCAVATION RELATED EXCAVATION EXCAVATION EXCAVATION OR LAND CLEARING SHALL BE 100% REUSED AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE LAND CLEARING SHALL BE 100% REUSED AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE LAND CLEARING SHALL BE 100% REUSED AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE CLEARING SHALL BE 100% REUSED AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE CLEARING SHALL BE 100% REUSED AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE SHALL BE 100% REUSED AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE SHALL BE 100% REUSED AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE BE 100% REUSED AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE BE 100% REUSED AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE 100% REUSED AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE 100% REUSED AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE REUSED AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE REUSED AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE PER CALIFORNIA GREEN BUILDING STANDARDS CODE PER CALIFORNIA GREEN BUILDING STANDARDS CODE CALIFORNIA GREEN BUILDING STANDARDS CODE CALIFORNIA GREEN BUILDING STANDARDS CODE GREEN BUILDING STANDARDS CODE GREEN BUILDING STANDARDS CODE BUILDING STANDARDS CODE BUILDING STANDARDS CODE STANDARDS CODE STANDARDS CODE CODE CODE SECTION 5.408. 12. CIVIL ENGINEER INFORMATION AND STATEMENTS: CIVIL ENGINEER INFORMATION AND STATEMENTS: A. THE CIVIL ENGINEER FOR THIS PROJECT IS: THE CIVIL ENGINEER FOR THIS PROJECT IS: __________________________________________________________________________ B. THIS ROUGH GRADING PLAN HAS BEEN PREPARED UNDER THE DIRECTION OF A LICENSED ENGINEER AND THIS ROUGH GRADING PLAN HAS BEEN PREPARED UNDER THE DIRECTION OF A LICENSED ENGINEER AND DESIGNED BASED ON THE RECOMMENDATIONS OF THE REFERENCED PROJECT GEOTECHNICAL REPORT. C. THE STORMWATER CONVEYANCE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE APPROPRIATE THE STORMWATER CONVEYANCE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE APPROPRIATE STORMWATER CONVEYANCE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE APPROPRIATE STORMWATER CONVEYANCE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE APPROPRIATE CONVEYANCE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE APPROPRIATE CONVEYANCE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE APPROPRIATE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE APPROPRIATE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE APPROPRIATE HAS BEEN DESIGNED IN ACCORDANCE WITH THE APPROPRIATE HAS BEEN DESIGNED IN ACCORDANCE WITH THE APPROPRIATE BEEN DESIGNED IN ACCORDANCE WITH THE APPROPRIATE BEEN DESIGNED IN ACCORDANCE WITH THE APPROPRIATE DESIGNED IN ACCORDANCE WITH THE APPROPRIATE DESIGNED IN ACCORDANCE WITH THE APPROPRIATE IN ACCORDANCE WITH THE APPROPRIATE IN ACCORDANCE WITH THE APPROPRIATE ACCORDANCE WITH THE APPROPRIATE ACCORDANCE WITH THE APPROPRIATE WITH THE APPROPRIATE WITH THE APPROPRIATE THE APPROPRIATE THE APPROPRIATE APPROPRIATE APPROPRIATE BUILDING AND PLUMBING CODES OR HAS BEEN PROVEN TO BE DESIGNED WITH ADEQUATE CAPACITY AND PLUMBING CODES OR HAS BEEN PROVEN TO BE DESIGNED WITH ADEQUATE CAPACITY AND PLUMBING CODES OR HAS BEEN PROVEN TO BE DESIGNED WITH ADEQUATE CAPACITY PLUMBING CODES OR HAS BEEN PROVEN TO BE DESIGNED WITH ADEQUATE CAPACITY PLUMBING CODES OR HAS BEEN PROVEN TO BE DESIGNED WITH ADEQUATE CAPACITY CODES OR HAS BEEN PROVEN TO BE DESIGNED WITH ADEQUATE CAPACITY CODES OR HAS BEEN PROVEN TO BE DESIGNED WITH ADEQUATE CAPACITY OR HAS BEEN PROVEN TO BE DESIGNED WITH ADEQUATE CAPACITY OR HAS BEEN PROVEN TO BE DESIGNED WITH ADEQUATE CAPACITY HAS BEEN PROVEN TO BE DESIGNED WITH ADEQUATE CAPACITY HAS BEEN PROVEN TO BE DESIGNED WITH ADEQUATE CAPACITY BEEN PROVEN TO BE DESIGNED WITH ADEQUATE CAPACITY BEEN PROVEN TO BE DESIGNED WITH ADEQUATE CAPACITY PROVEN TO BE DESIGNED WITH ADEQUATE CAPACITY PROVEN TO BE DESIGNED WITH ADEQUATE CAPACITY TO BE DESIGNED WITH ADEQUATE CAPACITY TO BE DESIGNED WITH ADEQUATE CAPACITY BE DESIGNED WITH ADEQUATE CAPACITY BE DESIGNED WITH ADEQUATE CAPACITY DESIGNED WITH ADEQUATE CAPACITY DESIGNED WITH ADEQUATE CAPACITY WITH ADEQUATE CAPACITY WITH ADEQUATE CAPACITY ADEQUATE CAPACITY ADEQUATE CAPACITY CAPACITY CAPACITY THROUGH SIGNED AND SEALED HYDRAULIC CALCULATIONS. 13. SOILS ENGINEER INFORMATION AND REQUIREMENTS: SOILS ENGINEER INFORMATION AND REQUIREMENTS: A. THE SOIL ENGINEER FOR THIS PROJECT IS: THE SOIL ENGINEER FOR THIS PROJECT IS: __________________________________________________________________________ B. THE GEOTECHNICAL REPORT FOR THIS PROJECT IS: THE GEOTECHNICAL REPORT FOR THIS PROJECT IS: __________________________________________________________________________ C. ALL GRADING WORK SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ALL GRADING WORK SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL GRADING WORK SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL GRADING WORK SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL WORK SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL WORK SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL OF THE PROJECT GEOTECHNICAL OF THE PROJECT GEOTECHNICAL THE PROJECT GEOTECHNICAL THE PROJECT GEOTECHNICAL PROJECT GEOTECHNICAL PROJECT GEOTECHNICAL GEOTECHNICAL GEOTECHNICAL REPORT AND/OR THE PROJECT SOIL ENGINEER. D. ALL GRADING WORK SHALL BE OBSERVED AND APPROVED BY THE SOIL ENGINEER. THE SOIL ENGINEER ALL GRADING WORK SHALL BE OBSERVED AND APPROVED BY THE SOIL ENGINEER. THE SOIL ENGINEER GRADING WORK SHALL BE OBSERVED AND APPROVED BY THE SOIL ENGINEER. THE SOIL ENGINEER GRADING WORK SHALL BE OBSERVED AND APPROVED BY THE SOIL ENGINEER. THE SOIL ENGINEER WORK SHALL BE OBSERVED AND APPROVED BY THE SOIL ENGINEER. THE SOIL ENGINEER WORK SHALL BE OBSERVED AND APPROVED BY THE SOIL ENGINEER. THE SOIL ENGINEER SHALL BE OBSERVED AND APPROVED BY THE SOIL ENGINEER. THE SOIL ENGINEER SHALL BE OBSERVED AND APPROVED BY THE SOIL ENGINEER. THE SOIL ENGINEER BE OBSERVED AND APPROVED BY THE SOIL ENGINEER. THE SOIL ENGINEER BE OBSERVED AND APPROVED BY THE SOIL ENGINEER. THE SOIL ENGINEER OBSERVED AND APPROVED BY THE SOIL ENGINEER. THE SOIL ENGINEER OBSERVED AND APPROVED BY THE SOIL ENGINEER. THE SOIL ENGINEER AND APPROVED BY THE SOIL ENGINEER. THE SOIL ENGINEER AND APPROVED BY THE SOIL ENGINEER. THE SOIL ENGINEER APPROVED BY THE SOIL ENGINEER. THE SOIL ENGINEER APPROVED BY THE SOIL ENGINEER. THE SOIL ENGINEER BY THE SOIL ENGINEER. THE SOIL ENGINEER BY THE SOIL ENGINEER. THE SOIL ENGINEER THE SOIL ENGINEER. THE SOIL ENGINEER THE SOIL ENGINEER. THE SOIL ENGINEER SOIL ENGINEER. THE SOIL ENGINEER SOIL ENGINEER. THE SOIL ENGINEER ENGINEER. THE SOIL ENGINEER ENGINEER. THE SOIL ENGINEER THE SOIL ENGINEER THE SOIL ENGINEER THE SOIL ENGINEER SOIL ENGINEER SOIL ENGINEER ENGINEER ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND/OR BE NOTIFIED AT LEAST 48 HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND/OR BE NOTIFIED AT LEAST 48 HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND/OR NOTIFIED AT LEAST 48 HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND/OR NOTIFIED AT LEAST 48 HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND/OR AT LEAST 48 HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND/OR AT LEAST 48 HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND/OR LEAST 48 HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND/OR LEAST 48 HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND/OR 48 HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND/OR 48 HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND/OR HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND/OR HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND/OR BEFORE BEGINNING ANY GRADING. UNOBSERVED AND/OR BEFORE BEGINNING ANY GRADING. UNOBSERVED AND/OR BEGINNING ANY GRADING. UNOBSERVED AND/OR BEGINNING ANY GRADING. UNOBSERVED AND/OR ANY GRADING. UNOBSERVED AND/OR ANY GRADING. UNOBSERVED AND/OR GRADING. UNOBSERVED AND/OR GRADING. UNOBSERVED AND/OR UNOBSERVED AND/OR UNOBSERVED AND/OR UNOBSERVED AND/OR AND/OR AND/OR UNAPPROVED GRADING WORK SHALL BE REMOVED AND REPLACED UNDER OBSERVATION. 14. A POST CONSTRUCTION "FINAL" REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL A POST CONSTRUCTION "FINAL" REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL POST CONSTRUCTION "FINAL" REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL POST CONSTRUCTION "FINAL" REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL CONSTRUCTION "FINAL" REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL CONSTRUCTION "FINAL" REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL "FINAL" REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL "FINAL" REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL DIRECTOR OF PUBLIC WORKS FROM A CIVIL DIRECTOR OF PUBLIC WORKS FROM A CIVIL OF PUBLIC WORKS FROM A CIVIL OF PUBLIC WORKS FROM A CIVIL PUBLIC WORKS FROM A CIVIL PUBLIC WORKS FROM A CIVIL WORKS FROM A CIVIL WORKS FROM A CIVIL FROM A CIVIL FROM A CIVIL A CIVIL A CIVIL CIVIL CIVIL ENGINEER RETAINED BY THE OWNER TO OBSERVE THE CONSTRUCTION STATING: A. "THAT THE CONSTRUCTION CONFORMS TO THE LINES AND GRADES ON THE APPROVED PLANS;" OR "THAT THE CONSTRUCTION CONFORMS TO THE LINES AND GRADES ON THE APPROVED PLANS;" OR B. "THAT ALL SIGNIFICANT CHANGES WERE REVIEWED AND APPROVED IN ADVANCE BY THE DEPARTMENT OF "THAT ALL SIGNIFICANT CHANGES WERE REVIEWED AND APPROVED IN ADVANCE BY THE DEPARTMENT OF ALL SIGNIFICANT CHANGES WERE REVIEWED AND APPROVED IN ADVANCE BY THE DEPARTMENT OF ALL SIGNIFICANT CHANGES WERE REVIEWED AND APPROVED IN ADVANCE BY THE DEPARTMENT OF SIGNIFICANT CHANGES WERE REVIEWED AND APPROVED IN ADVANCE BY THE DEPARTMENT OF SIGNIFICANT CHANGES WERE REVIEWED AND APPROVED IN ADVANCE BY THE DEPARTMENT OF CHANGES WERE REVIEWED AND APPROVED IN ADVANCE BY THE DEPARTMENT OF CHANGES WERE REVIEWED AND APPROVED IN ADVANCE BY THE DEPARTMENT OF WERE REVIEWED AND APPROVED IN ADVANCE BY THE DEPARTMENT OF WERE REVIEWED AND APPROVED IN ADVANCE BY THE DEPARTMENT OF REVIEWED AND APPROVED IN ADVANCE BY THE DEPARTMENT OF REVIEWED AND APPROVED IN ADVANCE BY THE DEPARTMENT OF AND APPROVED IN ADVANCE BY THE DEPARTMENT OF AND APPROVED IN ADVANCE BY THE DEPARTMENT OF APPROVED IN ADVANCE BY THE DEPARTMENT OF APPROVED IN ADVANCE BY THE DEPARTMENT OF IN ADVANCE BY THE DEPARTMENT OF IN ADVANCE BY THE DEPARTMENT OF ADVANCE BY THE DEPARTMENT OF ADVANCE BY THE DEPARTMENT OF BY THE DEPARTMENT OF BY THE DEPARTMENT OF THE DEPARTMENT OF THE DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF OF OF PUBLIC WORKS" AND THE CIVIL ENGINEER SHALL SUBMIT A "RECORD DRAWING" PLAN. 15. A POST CONSTRUCTION "FINAL" REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A SOIL A POST CONSTRUCTION "FINAL" REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A SOIL POST CONSTRUCTION "FINAL" REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A SOIL POST CONSTRUCTION "FINAL" REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A SOIL CONSTRUCTION "FINAL" REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A SOIL CONSTRUCTION "FINAL" REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A SOIL "FINAL" REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A SOIL "FINAL" REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A SOIL REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A SOIL REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A SOIL IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A SOIL IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A SOIL REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A SOIL REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A SOIL BY THE DIRECTOR OF PUBLIC WORKS FROM A SOIL BY THE DIRECTOR OF PUBLIC WORKS FROM A SOIL THE DIRECTOR OF PUBLIC WORKS FROM A SOIL THE DIRECTOR OF PUBLIC WORKS FROM A SOIL DIRECTOR OF PUBLIC WORKS FROM A SOIL DIRECTOR OF PUBLIC WORKS FROM A SOIL OF PUBLIC WORKS FROM A SOIL OF PUBLIC WORKS FROM A SOIL PUBLIC WORKS FROM A SOIL PUBLIC WORKS FROM A SOIL WORKS FROM A SOIL WORKS FROM A SOIL FROM A SOIL FROM A SOIL A SOIL A SOIL SOIL SOIL ENGINEER, AND ALSO FROM AN ENGINEERING GEOLOGIST IF THE PROJECT IS IN A GEOLOGIC HAZARD ZONE, AND ALSO FROM AN ENGINEERING GEOLOGIST IF THE PROJECT IS IN A GEOLOGIC HAZARD ZONE, AND ALSO FROM AN ENGINEERING GEOLOGIST IF THE PROJECT IS IN A GEOLOGIC HAZARD ZONE, ALSO FROM AN ENGINEERING GEOLOGIST IF THE PROJECT IS IN A GEOLOGIC HAZARD ZONE, ALSO FROM AN ENGINEERING GEOLOGIST IF THE PROJECT IS IN A GEOLOGIC HAZARD ZONE, FROM AN ENGINEERING GEOLOGIST IF THE PROJECT IS IN A GEOLOGIC HAZARD ZONE, FROM AN ENGINEERING GEOLOGIST IF THE PROJECT IS IN A GEOLOGIC HAZARD ZONE, AN ENGINEERING GEOLOGIST IF THE PROJECT IS IN A GEOLOGIC HAZARD ZONE, AN ENGINEERING GEOLOGIST IF THE PROJECT IS IN A GEOLOGIC HAZARD ZONE, ENGINEERING GEOLOGIST IF THE PROJECT IS IN A GEOLOGIC HAZARD ZONE, ENGINEERING GEOLOGIST IF THE PROJECT IS IN A GEOLOGIC HAZARD ZONE, GEOLOGIST IF THE PROJECT IS IN A GEOLOGIC HAZARD ZONE, GEOLOGIST IF THE PROJECT IS IN A GEOLOGIC HAZARD ZONE, IF THE PROJECT IS IN A GEOLOGIC HAZARD ZONE, IF THE PROJECT IS IN A GEOLOGIC HAZARD ZONE, THE PROJECT IS IN A GEOLOGIC HAZARD ZONE, THE PROJECT IS IN A GEOLOGIC HAZARD ZONE, PROJECT IS IN A GEOLOGIC HAZARD ZONE, PROJECT IS IN A GEOLOGIC HAZARD ZONE, IS IN A GEOLOGIC HAZARD ZONE, IS IN A GEOLOGIC HAZARD ZONE, IN A GEOLOGIC HAZARD ZONE, IN A GEOLOGIC HAZARD ZONE, A GEOLOGIC HAZARD ZONE, A GEOLOGIC HAZARD ZONE, GEOLOGIC HAZARD ZONE, GEOLOGIC HAZARD ZONE, HAZARD ZONE, HAZARD ZONE, ZONE, ZONE, STATING: A. "THAT THE ANTICIPATED CONDITIONS AND MATERIALS AND ACTUAL SITE CONDITIONS AND MATERIALS "THAT THE ANTICIPATED CONDITIONS AND MATERIALS AND ACTUAL SITE CONDITIONS AND MATERIALS THE ANTICIPATED CONDITIONS AND MATERIALS AND ACTUAL SITE CONDITIONS AND MATERIALS THE ANTICIPATED CONDITIONS AND MATERIALS AND ACTUAL SITE CONDITIONS AND MATERIALS ANTICIPATED CONDITIONS AND MATERIALS AND ACTUAL SITE CONDITIONS AND MATERIALS ANTICIPATED CONDITIONS AND MATERIALS AND ACTUAL SITE CONDITIONS AND MATERIALS CONDITIONS AND MATERIALS AND ACTUAL SITE CONDITIONS AND MATERIALS CONDITIONS AND MATERIALS AND ACTUAL SITE CONDITIONS AND MATERIALS AND MATERIALS AND ACTUAL SITE CONDITIONS AND MATERIALS AND MATERIALS AND ACTUAL SITE CONDITIONS AND MATERIALS MATERIALS AND ACTUAL SITE CONDITIONS AND MATERIALS MATERIALS AND ACTUAL SITE CONDITIONS AND MATERIALS AND ACTUAL SITE CONDITIONS AND MATERIALS AND ACTUAL SITE CONDITIONS AND MATERIALS ACTUAL SITE CONDITIONS AND MATERIALS ACTUAL SITE CONDITIONS AND MATERIALS SITE CONDITIONS AND MATERIALS SITE CONDITIONS AND MATERIALS CONDITIONS AND MATERIALS CONDITIONS AND MATERIALS AND MATERIALS AND MATERIALS MATERIALS MATERIALS WERE COMPATIBLE," AND SUPPLY SUPPORTING DATA; OR B. "THAT THE DESIGN WAS MODIFIED TO MEET THE NEW CONDITIONS AND WAS REVIEWED AND APPROVED IN "THAT THE DESIGN WAS MODIFIED TO MEET THE NEW CONDITIONS AND WAS REVIEWED AND APPROVED IN ADVANCE BY THE DEPARTMENT OF PUBLIC WORKS;" AND PROVIDE SUPPORTING DATA FOR THESE BY THE DEPARTMENT OF PUBLIC WORKS;" AND PROVIDE SUPPORTING DATA FOR THESE BY THE DEPARTMENT OF PUBLIC WORKS;" AND PROVIDE SUPPORTING DATA FOR THESE THE DEPARTMENT OF PUBLIC WORKS;" AND PROVIDE SUPPORTING DATA FOR THESE THE DEPARTMENT OF PUBLIC WORKS;" AND PROVIDE SUPPORTING DATA FOR THESE DEPARTMENT OF PUBLIC WORKS;" AND PROVIDE SUPPORTING DATA FOR THESE DEPARTMENT OF PUBLIC WORKS;" AND PROVIDE SUPPORTING DATA FOR THESE OF PUBLIC WORKS;" AND PROVIDE SUPPORTING DATA FOR THESE OF PUBLIC WORKS;" AND PROVIDE SUPPORTING DATA FOR THESE PUBLIC WORKS;" AND PROVIDE SUPPORTING DATA FOR THESE PUBLIC WORKS;" AND PROVIDE SUPPORTING DATA FOR THESE WORKS;" AND PROVIDE SUPPORTING DATA FOR THESE WORKS;" AND PROVIDE SUPPORTING DATA FOR THESE AND PROVIDE SUPPORTING DATA FOR THESE AND PROVIDE SUPPORTING DATA FOR THESE PROVIDE SUPPORTING DATA FOR THESE PROVIDE SUPPORTING DATA FOR THESE SUPPORTING DATA FOR THESE SUPPORTING DATA FOR THESE DATA FOR THESE DATA FOR THESE FOR THESE FOR THESE THESE THESE STATEMENTS. 16. ACCORDING TO THE CITY'S WASTE WATER ORDINANCE, THE USE OF POTABLE (PIPED OR HYDRANT) WATER FOR ACCORDING TO THE CITY'S WASTE WATER ORDINANCE, THE USE OF POTABLE (PIPED OR HYDRANT) WATER FOR TO THE CITY'S WASTE WATER ORDINANCE, THE USE OF POTABLE (PIPED OR HYDRANT) WATER FOR TO THE CITY'S WASTE WATER ORDINANCE, THE USE OF POTABLE (PIPED OR HYDRANT) WATER FOR THE CITY'S WASTE WATER ORDINANCE, THE USE OF POTABLE (PIPED OR HYDRANT) WATER FOR THE CITY'S WASTE WATER ORDINANCE, THE USE OF POTABLE (PIPED OR HYDRANT) WATER FOR CITY'S WASTE WATER ORDINANCE, THE USE OF POTABLE (PIPED OR HYDRANT) WATER FOR CITY'S WASTE WATER ORDINANCE, THE USE OF POTABLE (PIPED OR HYDRANT) WATER FOR WASTE WATER ORDINANCE, THE USE OF POTABLE (PIPED OR HYDRANT) WATER FOR WASTE WATER ORDINANCE, THE USE OF POTABLE (PIPED OR HYDRANT) WATER FOR WATER ORDINANCE, THE USE OF POTABLE (PIPED OR HYDRANT) WATER FOR WATER ORDINANCE, THE USE OF POTABLE (PIPED OR HYDRANT) WATER FOR ORDINANCE, THE USE OF POTABLE (PIPED OR HYDRANT) WATER FOR ORDINANCE, THE USE OF POTABLE (PIPED OR HYDRANT) WATER FOR THE USE OF POTABLE (PIPED OR HYDRANT) WATER FOR THE USE OF POTABLE (PIPED OR HYDRANT) WATER FOR USE OF POTABLE (PIPED OR HYDRANT) WATER FOR USE OF POTABLE (PIPED OR HYDRANT) WATER FOR OF POTABLE (PIPED OR HYDRANT) WATER FOR OF POTABLE (PIPED OR HYDRANT) WATER FOR POTABLE (PIPED OR HYDRANT) WATER FOR POTABLE (PIPED OR HYDRANT) WATER FOR (PIPED OR HYDRANT) WATER FOR (PIPED OR HYDRANT) WATER FOR OR HYDRANT) WATER FOR OR HYDRANT) WATER FOR HYDRANT) WATER FOR HYDRANT) WATER FOR WATER FOR WATER FOR FOR FOR BUILDING OR CONSTRUCTION PURPOSES INCLUDING CONSOLIDATION OF BACKFILL OR DUST CONTROL IS PROHIBITED. RECLAIMED WATER IS AVAILABLE AT MULTIPLE LOCATIONS ACROSS THE CITY. TO CERTIFY FOR A RECYCLED WATER WATER IS AVAILABLE AT MULTIPLE LOCATIONS ACROSS THE CITY. TO CERTIFY FOR A RECYCLED WATER WATER IS AVAILABLE AT MULTIPLE LOCATIONS ACROSS THE CITY. TO CERTIFY FOR A RECYCLED WATER IS AVAILABLE AT MULTIPLE LOCATIONS ACROSS THE CITY. TO CERTIFY FOR A RECYCLED WATER IS AVAILABLE AT MULTIPLE LOCATIONS ACROSS THE CITY. TO CERTIFY FOR A RECYCLED WATER AVAILABLE AT MULTIPLE LOCATIONS ACROSS THE CITY. TO CERTIFY FOR A RECYCLED WATER AVAILABLE AT MULTIPLE LOCATIONS ACROSS THE CITY. TO CERTIFY FOR A RECYCLED WATER AT MULTIPLE LOCATIONS ACROSS THE CITY. TO CERTIFY FOR A RECYCLED WATER AT MULTIPLE LOCATIONS ACROSS THE CITY. TO CERTIFY FOR A RECYCLED WATER MULTIPLE LOCATIONS ACROSS THE CITY. TO CERTIFY FOR A RECYCLED WATER MULTIPLE LOCATIONS ACROSS THE CITY. TO CERTIFY FOR A RECYCLED WATER LOCATIONS ACROSS THE CITY. TO CERTIFY FOR A RECYCLED WATER LOCATIONS ACROSS THE CITY. TO CERTIFY FOR A RECYCLED WATER ACROSS THE CITY. TO CERTIFY FOR A RECYCLED WATER ACROSS THE CITY. TO CERTIFY FOR A RECYCLED WATER THE CITY. TO CERTIFY FOR A RECYCLED WATER THE CITY. TO CERTIFY FOR A RECYCLED WATER CITY. TO CERTIFY FOR A RECYCLED WATER CITY. TO CERTIFY FOR A RECYCLED WATER TO CERTIFY FOR A RECYCLED WATER TO CERTIFY FOR A RECYCLED WATER CERTIFY FOR A RECYCLED WATER CERTIFY FOR A RECYCLED WATER FOR A RECYCLED WATER FOR A RECYCLED WATER A RECYCLED WATER A RECYCLED WATER RECYCLED WATER RECYCLED WATER WATER WATER METER, PLEASE CALL LYLE FROHMAN AT (408) 794-6805. AN APPLICATION FOR AN EXCEPTION PERMIT TO APPROVE USE OF HYDRANT WATER CAN BE CONSIDERED IN THE APPLICATION FOR AN EXCEPTION PERMIT TO APPROVE USE OF HYDRANT WATER CAN BE CONSIDERED IN THE APPLICATION FOR AN EXCEPTION PERMIT TO APPROVE USE OF HYDRANT WATER CAN BE CONSIDERED IN THE FOR AN EXCEPTION PERMIT TO APPROVE USE OF HYDRANT WATER CAN BE CONSIDERED IN THE FOR AN EXCEPTION PERMIT TO APPROVE USE OF HYDRANT WATER CAN BE CONSIDERED IN THE AN EXCEPTION PERMIT TO APPROVE USE OF HYDRANT WATER CAN BE CONSIDERED IN THE AN EXCEPTION PERMIT TO APPROVE USE OF HYDRANT WATER CAN BE CONSIDERED IN THE EXCEPTION PERMIT TO APPROVE USE OF HYDRANT WATER CAN BE CONSIDERED IN THE EXCEPTION PERMIT TO APPROVE USE OF HYDRANT WATER CAN BE CONSIDERED IN THE PERMIT TO APPROVE USE OF HYDRANT WATER CAN BE CONSIDERED IN THE PERMIT TO APPROVE USE OF HYDRANT WATER CAN BE CONSIDERED IN THE TO APPROVE USE OF HYDRANT WATER CAN BE CONSIDERED IN THE TO APPROVE USE OF HYDRANT WATER CAN BE CONSIDERED IN THE APPROVE USE OF HYDRANT WATER CAN BE CONSIDERED IN THE APPROVE USE OF HYDRANT WATER CAN BE CONSIDERED IN THE USE OF HYDRANT WATER CAN BE CONSIDERED IN THE USE OF HYDRANT WATER CAN BE CONSIDERED IN THE OF HYDRANT WATER CAN BE CONSIDERED IN THE OF HYDRANT WATER CAN BE CONSIDERED IN THE HYDRANT WATER CAN BE CONSIDERED IN THE HYDRANT WATER CAN BE CONSIDERED IN THE WATER CAN BE CONSIDERED IN THE WATER CAN BE CONSIDERED IN THE CAN BE CONSIDERED IN THE CAN BE CONSIDERED IN THE BE CONSIDERED IN THE BE CONSIDERED IN THE CONSIDERED IN THE CONSIDERED IN THE IN THE IN THE THE THE PW DEVELOPMENT SERVICES OFFICE. FAX-BACK SERVICE IS PROVIDED FOR THIS PERMIT APPLICATION -- DEVELOPMENT SERVICES OFFICE. FAX-BACK SERVICE IS PROVIDED FOR THIS PERMIT APPLICATION -- DEVELOPMENT SERVICES OFFICE. FAX-BACK SERVICE IS PROVIDED FOR THIS PERMIT APPLICATION -- SERVICES OFFICE. FAX-BACK SERVICE IS PROVIDED FOR THIS PERMIT APPLICATION -- SERVICES OFFICE. FAX-BACK SERVICE IS PROVIDED FOR THIS PERMIT APPLICATION -- OFFICE. FAX-BACK SERVICE IS PROVIDED FOR THIS PERMIT APPLICATION -- OFFICE. FAX-BACK SERVICE IS PROVIDED FOR THIS PERMIT APPLICATION -- FAX-BACK SERVICE IS PROVIDED FOR THIS PERMIT APPLICATION -- FAX-BACK SERVICE IS PROVIDED FOR THIS PERMIT APPLICATION -- FAX-BACK SERVICE IS PROVIDED FOR THIS PERMIT APPLICATION -- SERVICE IS PROVIDED FOR THIS PERMIT APPLICATION -- SERVICE IS PROVIDED FOR THIS PERMIT APPLICATION -- IS PROVIDED FOR THIS PERMIT APPLICATION -- IS PROVIDED FOR THIS PERMIT APPLICATION -- PROVIDED FOR THIS PERMIT APPLICATION -- PROVIDED FOR THIS PERMIT APPLICATION -- FOR THIS PERMIT APPLICATION -- FOR THIS PERMIT APPLICATION -- THIS PERMIT APPLICATION -- THIS PERMIT APPLICATION -- PERMIT APPLICATION -- PERMIT APPLICATION -- APPLICATION -- APPLICATION -- -- -- CONTACT (408) 535-7802. 17. A HAUL ROUTE PERMIT IS REQUIRED FOR ALL PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS A HAUL ROUTE PERMIT IS REQUIRED FOR ALL PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS HAUL ROUTE PERMIT IS REQUIRED FOR ALL PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS HAUL ROUTE PERMIT IS REQUIRED FOR ALL PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS ROUTE PERMIT IS REQUIRED FOR ALL PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS ROUTE PERMIT IS REQUIRED FOR ALL PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS PERMIT IS REQUIRED FOR ALL PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS PERMIT IS REQUIRED FOR ALL PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS IS REQUIRED FOR ALL PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS IS REQUIRED FOR ALL PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS REQUIRED FOR ALL PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS REQUIRED FOR ALL PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS FOR ALL PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS FOR ALL PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS ALL PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS ALL PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS PROJECTS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS MOVING MORE THAN 10,000 C.Y. OF EARTH. THIS MORE THAN 10,000 C.Y. OF EARTH. THIS MORE THAN 10,000 C.Y. OF EARTH. THIS THAN 10,000 C.Y. OF EARTH. THIS THAN 10,000 C.Y. OF EARTH. THIS 10,000 C.Y. OF EARTH. THIS 10,000 C.Y. OF EARTH. THIS C.Y. OF EARTH. THIS C.Y. OF EARTH. THIS OF EARTH. THIS OF EARTH. THIS EARTH. THIS EARTH. THIS THIS THIS THIS GRADING PERMIT IS INVALID WITHOUT THE HAUL ROUTE PERMIT. HAUL ROUTE PERMITS SHOULD BE OBTAINED PERMIT IS INVALID WITHOUT THE HAUL ROUTE PERMIT. HAUL ROUTE PERMITS SHOULD BE OBTAINED PERMIT IS INVALID WITHOUT THE HAUL ROUTE PERMIT. HAUL ROUTE PERMITS SHOULD BE OBTAINED IS INVALID WITHOUT THE HAUL ROUTE PERMIT. HAUL ROUTE PERMITS SHOULD BE OBTAINED IS INVALID WITHOUT THE HAUL ROUTE PERMIT. HAUL ROUTE PERMITS SHOULD BE OBTAINED INVALID WITHOUT THE HAUL ROUTE PERMIT. HAUL ROUTE PERMITS SHOULD BE OBTAINED INVALID WITHOUT THE HAUL ROUTE PERMIT. HAUL ROUTE PERMITS SHOULD BE OBTAINED WITHOUT THE HAUL ROUTE PERMIT. HAUL ROUTE PERMITS SHOULD BE OBTAINED WITHOUT THE HAUL ROUTE PERMIT. HAUL ROUTE PERMITS SHOULD BE OBTAINED THE HAUL ROUTE PERMIT. HAUL ROUTE PERMITS SHOULD BE OBTAINED THE HAUL ROUTE PERMIT. HAUL ROUTE PERMITS SHOULD BE OBTAINED HAUL ROUTE PERMIT. HAUL ROUTE PERMITS SHOULD BE OBTAINED HAUL ROUTE PERMIT. HAUL ROUTE PERMITS SHOULD BE OBTAINED ROUTE PERMIT. HAUL ROUTE PERMITS SHOULD BE OBTAINED ROUTE PERMIT. HAUL ROUTE PERMITS SHOULD BE OBTAINED PERMIT. HAUL ROUTE PERMITS SHOULD BE OBTAINED PERMIT. HAUL ROUTE PERMITS SHOULD BE OBTAINED HAUL ROUTE PERMITS SHOULD BE OBTAINED HAUL ROUTE PERMITS SHOULD BE OBTAINED HAUL ROUTE PERMITS SHOULD BE OBTAINED ROUTE PERMITS SHOULD BE OBTAINED ROUTE PERMITS SHOULD BE OBTAINED PERMITS SHOULD BE OBTAINED PERMITS SHOULD BE OBTAINED SHOULD BE OBTAINED SHOULD BE OBTAINED BE OBTAINED BE OBTAINED OBTAINED OBTAINED FROM THE CITY'S TRANSPORTATION DEPARTMENT. 18. GRADING WILL NOT BE ALLOWED BETWEEN OCTOBER 1ST AND APRIL 30TH OF ANY YEAR WITHOUT EROSION GRADING WILL NOT BE ALLOWED BETWEEN OCTOBER 1ST AND APRIL 30TH OF ANY YEAR WITHOUT EROSION WILL NOT BE ALLOWED BETWEEN OCTOBER 1ST AND APRIL 30TH OF ANY YEAR WITHOUT EROSION WILL NOT BE ALLOWED BETWEEN OCTOBER 1ST AND APRIL 30TH OF ANY YEAR WITHOUT EROSION NOT BE ALLOWED BETWEEN OCTOBER 1ST AND APRIL 30TH OF ANY YEAR WITHOUT EROSION NOT BE ALLOWED BETWEEN OCTOBER 1ST AND APRIL 30TH OF ANY YEAR WITHOUT EROSION BE ALLOWED BETWEEN OCTOBER 1ST AND APRIL 30TH OF ANY YEAR WITHOUT EROSION BE ALLOWED BETWEEN OCTOBER 1ST AND APRIL 30TH OF ANY YEAR WITHOUT EROSION ALLOWED BETWEEN OCTOBER 1ST AND APRIL 30TH OF ANY YEAR WITHOUT EROSION ALLOWED BETWEEN OCTOBER 1ST AND APRIL 30TH OF ANY YEAR WITHOUT EROSION BETWEEN OCTOBER 1ST AND APRIL 30TH OF ANY YEAR WITHOUT EROSION BETWEEN OCTOBER 1ST AND APRIL 30TH OF ANY YEAR WITHOUT EROSION OCTOBER 1ST AND APRIL 30TH OF ANY YEAR WITHOUT EROSION OCTOBER 1ST AND APRIL 30TH OF ANY YEAR WITHOUT EROSION 1ST AND APRIL 30TH OF ANY YEAR WITHOUT EROSION 1ST AND APRIL 30TH OF ANY YEAR WITHOUT EROSION AND APRIL 30TH OF ANY YEAR WITHOUT EROSION AND APRIL 30TH OF ANY YEAR WITHOUT EROSION APRIL 30TH OF ANY YEAR WITHOUT EROSION APRIL 30TH OF ANY YEAR WITHOUT EROSION 30TH OF ANY YEAR WITHOUT EROSION 30TH OF ANY YEAR WITHOUT EROSION OF ANY YEAR WITHOUT EROSION OF ANY YEAR WITHOUT EROSION ANY YEAR WITHOUT EROSION ANY YEAR WITHOUT EROSION YEAR WITHOUT EROSION YEAR WITHOUT EROSION WITHOUT EROSION WITHOUT EROSION EROSION EROSION CONTROL PLANS AND MEASURES APPROVED BY THE DIRECTOR OF PUBLIC WORKS. STORMWATER POLLUTION PLANS AND MEASURES APPROVED BY THE DIRECTOR OF PUBLIC WORKS. STORMWATER POLLUTION PLANS AND MEASURES APPROVED BY THE DIRECTOR OF PUBLIC WORKS. STORMWATER POLLUTION AND MEASURES APPROVED BY THE DIRECTOR OF PUBLIC WORKS. STORMWATER POLLUTION AND MEASURES APPROVED BY THE DIRECTOR OF PUBLIC WORKS. STORMWATER POLLUTION MEASURES APPROVED BY THE DIRECTOR OF PUBLIC WORKS. STORMWATER POLLUTION MEASURES APPROVED BY THE DIRECTOR OF PUBLIC WORKS. STORMWATER POLLUTION APPROVED BY THE DIRECTOR OF PUBLIC WORKS. STORMWATER POLLUTION APPROVED BY THE DIRECTOR OF PUBLIC WORKS. STORMWATER POLLUTION BY THE DIRECTOR OF PUBLIC WORKS. STORMWATER POLLUTION BY THE DIRECTOR OF PUBLIC WORKS. STORMWATER POLLUTION THE DIRECTOR OF PUBLIC WORKS. STORMWATER POLLUTION THE DIRECTOR OF PUBLIC WORKS. STORMWATER POLLUTION DIRECTOR OF PUBLIC WORKS. STORMWATER POLLUTION DIRECTOR OF PUBLIC WORKS. STORMWATER POLLUTION OF PUBLIC WORKS. STORMWATER POLLUTION OF PUBLIC WORKS. STORMWATER POLLUTION PUBLIC WORKS. STORMWATER POLLUTION PUBLIC WORKS. STORMWATER POLLUTION WORKS. STORMWATER POLLUTION WORKS. STORMWATER POLLUTION STORMWATER POLLUTION STORMWATER POLLUTION STORMWATER POLLUTION POLLUTION POLLUTION PREVENTION MEASURES IN ACCORDANCE WITH CITY SPECIFICATIONS AND WITH THE DOCUMENT "CLEAN BAY MEASURES IN ACCORDANCE WITH CITY SPECIFICATIONS AND WITH THE DOCUMENT "CLEAN BAY MEASURES IN ACCORDANCE WITH CITY SPECIFICATIONS AND WITH THE DOCUMENT "CLEAN BAY IN ACCORDANCE WITH CITY SPECIFICATIONS AND WITH THE DOCUMENT "CLEAN BAY IN ACCORDANCE WITH CITY SPECIFICATIONS AND WITH THE DOCUMENT "CLEAN BAY ACCORDANCE WITH CITY SPECIFICATIONS AND WITH THE DOCUMENT "CLEAN BAY ACCORDANCE WITH CITY SPECIFICATIONS AND WITH THE DOCUMENT "CLEAN BAY WITH CITY SPECIFICATIONS AND WITH THE DOCUMENT "CLEAN BAY WITH CITY SPECIFICATIONS AND WITH THE DOCUMENT "CLEAN BAY CITY SPECIFICATIONS AND WITH THE DOCUMENT "CLEAN BAY CITY SPECIFICATIONS AND WITH THE DOCUMENT "CLEAN BAY SPECIFICATIONS AND WITH THE DOCUMENT "CLEAN BAY SPECIFICATIONS AND WITH THE DOCUMENT "CLEAN BAY AND WITH THE DOCUMENT "CLEAN BAY AND WITH THE DOCUMENT "CLEAN BAY WITH THE DOCUMENT "CLEAN BAY WITH THE DOCUMENT "CLEAN BAY THE DOCUMENT "CLEAN BAY THE DOCUMENT "CLEAN BAY DOCUMENT "CLEAN BAY DOCUMENT "CLEAN BAY "CLEAN BAY "CLEAN BAY BAY BAY BLUEPRINT" SHALL BE IMPLEMENTED THROUGHOUT THE YEAR TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC SHALL BE IMPLEMENTED THROUGHOUT THE YEAR TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC SHALL BE IMPLEMENTED THROUGHOUT THE YEAR TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC BE IMPLEMENTED THROUGHOUT THE YEAR TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC BE IMPLEMENTED THROUGHOUT THE YEAR TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC IMPLEMENTED THROUGHOUT THE YEAR TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC IMPLEMENTED THROUGHOUT THE YEAR TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC THROUGHOUT THE YEAR TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC THROUGHOUT THE YEAR TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC THE YEAR TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC THE YEAR TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC YEAR TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC YEAR TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC THE SATISFACTION OF THE DIRECTOR OF PUBLIC THE SATISFACTION OF THE DIRECTOR OF PUBLIC SATISFACTION OF THE DIRECTOR OF PUBLIC SATISFACTION OF THE DIRECTOR OF PUBLIC OF THE DIRECTOR OF PUBLIC OF THE DIRECTOR OF PUBLIC THE DIRECTOR OF PUBLIC THE DIRECTOR OF PUBLIC DIRECTOR OF PUBLIC DIRECTOR OF PUBLIC OF PUBLIC OF PUBLIC PUBLIC PUBLIC WORKS. 19. A POST CONSTRUCTION "AS-BUILT" PLAN IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR A POST CONSTRUCTION "AS-BUILT" PLAN IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR POST CONSTRUCTION "AS-BUILT" PLAN IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR POST CONSTRUCTION "AS-BUILT" PLAN IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR CONSTRUCTION "AS-BUILT" PLAN IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR CONSTRUCTION "AS-BUILT" PLAN IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR "AS-BUILT" PLAN IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR "AS-BUILT" PLAN IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR PLAN IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR PLAN IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR OF PUBLIC WORKS FROM A CIVIL OR OF PUBLIC WORKS FROM A CIVIL OR PUBLIC WORKS FROM A CIVIL OR PUBLIC WORKS FROM A CIVIL OR WORKS FROM A CIVIL OR WORKS FROM A CIVIL OR FROM A CIVIL OR FROM A CIVIL OR A CIVIL OR A CIVIL OR CIVIL OR CIVIL OR OR OR SOILS ENGINEER RETAINED BY THE OWNER TO PROVIDE THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE ENGINEER RETAINED BY THE OWNER TO PROVIDE THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE ENGINEER RETAINED BY THE OWNER TO PROVIDE THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE RETAINED BY THE OWNER TO PROVIDE THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE RETAINED BY THE OWNER TO PROVIDE THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE BY THE OWNER TO PROVIDE THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE BY THE OWNER TO PROVIDE THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE THE OWNER TO PROVIDE THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE THE OWNER TO PROVIDE THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE OWNER TO PROVIDE THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE OWNER TO PROVIDE THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE TO PROVIDE THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE TO PROVIDE THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE PROVIDE THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE PROVIDE THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE FINAL HORIZONTAL AND VERTICAL LOCATIONS OF THE HORIZONTAL AND VERTICAL LOCATIONS OF THE HORIZONTAL AND VERTICAL LOCATIONS OF THE AND VERTICAL LOCATIONS OF THE AND VERTICAL LOCATIONS OF THE VERTICAL LOCATIONS OF THE VERTICAL LOCATIONS OF THE LOCATIONS OF THE LOCATIONS OF THE OF THE OF THE THE THE IMPROVEMENTS APPROVED WITH THIS PLAN SUCH AS SUBDRAINS, ON-SITE STORM WATER CONVEYANCE AND APPROVED WITH THIS PLAN SUCH AS SUBDRAINS, ON-SITE STORM WATER CONVEYANCE AND APPROVED WITH THIS PLAN SUCH AS SUBDRAINS, ON-SITE STORM WATER CONVEYANCE AND WITH THIS PLAN SUCH AS SUBDRAINS, ON-SITE STORM WATER CONVEYANCE AND WITH THIS PLAN SUCH AS SUBDRAINS, ON-SITE STORM WATER CONVEYANCE AND THIS PLAN SUCH AS SUBDRAINS, ON-SITE STORM WATER CONVEYANCE AND THIS PLAN SUCH AS SUBDRAINS, ON-SITE STORM WATER CONVEYANCE AND PLAN SUCH AS SUBDRAINS, ON-SITE STORM WATER CONVEYANCE AND PLAN SUCH AS SUBDRAINS, ON-SITE STORM WATER CONVEYANCE AND SUCH AS SUBDRAINS, ON-SITE STORM WATER CONVEYANCE AND SUCH AS SUBDRAINS, ON-SITE STORM WATER CONVEYANCE AND AS SUBDRAINS, ON-SITE STORM WATER CONVEYANCE AND AS SUBDRAINS, ON-SITE STORM WATER CONVEYANCE AND SUBDRAINS, ON-SITE STORM WATER CONVEYANCE AND SUBDRAINS, ON-SITE STORM WATER CONVEYANCE AND ON-SITE STORM WATER CONVEYANCE AND ON-SITE STORM WATER CONVEYANCE AND STORM WATER CONVEYANCE AND STORM WATER CONVEYANCE AND WATER CONVEYANCE AND WATER CONVEYANCE AND CONVEYANCE AND CONVEYANCE AND AND AND TREATMENT SYSTEMS, AND ON-SITE RETAINING STRUCTURES.
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INV
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INVERT
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FINISH GRADE DETAILS AT BUILDING FOUNDATION
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5%%% MIN
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FG
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8" MIN
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FF
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NTS
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ASTM NO. 8 BEDDING
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2 IN. THICK
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ASTM NO. 8, 9, OR 89 JOINT FILL
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CONCRETE PAVERS
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3 1/8 IN. THICK
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ASTM NO. 57 BASE
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4 IN. THICK
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ASTM NO. 2
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SUB BASE
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SOIL SUBGRADE
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GEOTEXTILE
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TYPICAL PERMEABLE CONCRETE PAVER DRIVEWAY SECTION
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NTS
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12 IN.THICK
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CAST-IN-PLACE
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CONC. EDGE MIN 4 IN.
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WIDE-MORTAR OR
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POLYMER ADHERED
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PAVERS TO TOP
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NTS
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FG
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OG
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TW
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BW
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%%URETAINING WALL
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%%UCALLOUT DETAILS
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SHEET
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OF 10 SHEETS
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PW PROJECT #
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GABRIEL SILVA
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OF THE GEOTECHNICAL REPORT.
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DATE OF REPORT
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PREPARED BY (COMPANY NAME)
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BY G.E. #
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GENERAL CONFORMANCE WITH THE INTENT AND PURPOSE
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THIS PLAN HAS BEEN REVIEWED AND FOUND TO BE IN
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967 CAPITOL AVENUE
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LANDS OF QUINTANA
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PSDRE
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PUBLIC STORM DRAIN RELEASE EASEMENT
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PWLE
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PRIVATE WATER LINE EASEMENT
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NTS
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NEW LOT LINE
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7
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Erosion Control Details
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EA
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EASEMENT
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Grading, Drainage Plan
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4-2
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EXISTING SIDEWALK
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PGE
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WM
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CO
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CONC WALKWAY
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CONC WALKWAY
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GARAGE
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GARAGE
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GARAGE
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GARAGE
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GARAGE
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GARAGE
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PSE, PSSE, PSDE, PSDRE, COE (IEE, EAE, AND PARKING)
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24.74'
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37.60'
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COMMON AREA
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COMMON AREA
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COMMON AREA
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CB
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LOT 2 1,210 SF UNIT B
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LOT 1 1,242 SF UNIT A
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LOT 3 1,210 SF UNIT B1
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LOT 5 1,205 SF UNIT B-R
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PARK STRIP
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PARK STRIP
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LOT 6 1,205 SF UNIT B1-R
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LOT 4 1,238 SF UNIT A-R
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APN 254-29-027
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QUINTANA
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CAPITOL AVENUE
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GENERAL DEVELOPMENT PLAN
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APN 254-29-019
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PT
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CT
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1" = 5'
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NL
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ROAD NAME :
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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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NTS
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%%UVICINITY MAP
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( IN FEET )
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5
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1. PERMIT USES: ZONING R-M: HIGH TO VERY HIGH DENSITY RESIDENTIAL 2. PERIMETER SETBACKS: BUILDING TO FRONT PROPERTY LINE: 10' 10' BUILDING TO LEFT SIDE PROPERTY LINE: 11' BUILDING TO RIGHT SIDE PROPERTY LINE: 10' BUILDING TO THE REAR PROPERTY LINE 25' 25' 3. MAX BUILDING HEIGHT: MAX BUILDING HEIGHT: 4. PARKING: PARKING: 2 COVERED SPACES PER UNIT, PER TITLE 20 "AS AMENDED" 2 GUEST PARKING SPACES 5. RESIDENTIAL DENSITY: 20 UNITS/ACRE RESIDENTIAL DENSITY: 20 UNITS/ACRE
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PERMEABLE CONCRETE DWY
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PERMEABLE CONCRETE DWY
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PORCH
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PORCH
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PORCH
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PORCH
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PORCH
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PORCH
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LS
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LS
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LS
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C A P I T O L A V E N U E (65' R/W)
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967 CAPITOL AVENUE
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LANDS OF QUINTANA
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DECK
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EX BLDG
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FF = 149.48
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GRAVEL
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GRAVEL
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LS
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LS
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LS
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CONC
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CONC
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CONC
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GARAGE
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PGE
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WM
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6" CYPRESS
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6" CYPRESS
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8" LOQUAT
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14" FIR
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36" OAK
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6" LEMON
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6" TREE
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12" TREE
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CO
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CONC WALKWAY
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CONC WALKWAY
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CONC WALKWAY
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QUINTANA
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CAPITOL AVENUE
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EXISTING SITE AND DEMOLITION PLAN
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APN 254-29-019
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San Jose
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PT
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CT
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1" = 5'
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NL
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ROAD NAME :
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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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1 inch = 5 ft.
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( IN FEET )
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5
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NOTE:
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REMOVE ALL EXISTING STRUCTURES AND IMPROVEMENTS WITHIN THE PROPERTY LIMITS
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No. 47518
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C A P I T O L A V E N U E (65' R/W)
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967 CAPITOL AVENUE
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LANDS OF QUINTANA
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#1
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#2
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#3
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#4
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#5
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#6
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#7
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#8
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PGE
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PGE
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GV
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SD
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TV
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WM
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SD
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CO
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SS
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CONC WALKWAY
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CONC WALKWAY
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C A P I T O L A V E N U E (65' R/W)
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CENTERLINE S40°43'14"E
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(BASIS OF BEARINGS)
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EX BUILDING
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GARAGE
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GARAGE
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GARAGE
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GARAGE
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GARAGE
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GARAGE
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PSE, PSSE, PSDE, PSDRE, COE (IEE, EAE, AND PARKING)
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COMMON AREA
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COMMON AREA
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COMMON AREA
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ALL UTILITIES OFF-SITE TO REMAIN
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CB
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LOT 2 1,210 SF UNIT B
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LOT 1 1,242 SF UNIT A
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LOT 3 1,210 SF UNIT B1
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LOT 5 1,205 SF UNIT B-R
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PARK STRIP
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PARK STRIP
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LOT 6 1,205 SF UNIT B1-R
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LOT 4 1,238 SF UNIT A-R
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APN 254-29-019
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13,137.41± SF
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APN 254-29-027
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QUINTANA
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CAPITOL AVENUE
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SITE PLAN
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APN 254-29-019
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CT
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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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NTS
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%%UVICINITY MAP
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( IN FEET )
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MAG NAIL
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BENCHMARK
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ELEV = 150.05 (NAVD 88)
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1. PERMIT USES: ZONING R-M: HIGH TO VERY HIGH DENSITY RESIDENTIAL 2. PERIMETER SETBACKS: BUILDING TO FRONT PROPERTY LINE: 10' 10' BUILDING TO LEFT SIDE PROPERTY LINE: 11' BUILDING TO RIGHT SIDE PROPERTY LINE: 10' BUILDING TO THE REAR PROPERTY LINE 25' 25' 3. MAX BUILDING HEIGHT: MAX BUILDING HEIGHT: 4. PARKING: PARKING: 2 COVERED SPACES PER UNIT, PER TITLE 20 "AS AMENDED" 2 GUEST PARKING SPACES 5. RESIDENTIAL DENSITY: 20 UNITS/ACRE RESIDENTIAL DENSITY: 20 UNITS/ACRE 6. REMOVE ALL EXISTING STRUCTURES AND IMPROVEMENTS REMOVE ALL EXISTING STRUCTURES AND IMPROVEMENTS WITHIN THE PROPERTY LIMITS
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NOTE:
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ASTM NO. 8 BEDDING
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2 IN. THICK
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ASTM NO. 8, 9, OR 89 JOINT FILL
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CONCRETE PAVERS
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3 1/8 IN. THICK
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ASTM NO. 57 BASE
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4 IN. THICK
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ASTM NO. 2
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SUB BASE
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SOIL SUBGRADE
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GEOTEXTILE
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NTS
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12 IN.THICK
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CAST-IN-PLACE
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CONC. EDGE MIN 4 IN.
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WIDE-MORTAR OR
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POLYMER ADHERED
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PAVERS TO TOP
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TYPICAL PERMEABLE CONCRETE PAVER DRIVEWAY SECTION
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SHEET
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3
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OF 10 SHEETS
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PW PROJECT #
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----
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967 CAPITOL AVENUE
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LANDS OF QUINTANA
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%%UNOTES:
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1. DESIGN, MATERIAL AND CONSTRUCTION GUIDELINES TO FOLLOW INTERLOCKING DESIGN, MATERIAL AND CONSTRUCTION GUIDELINES TO FOLLOW INTERLOCKING CONCRETE PAVEMENT INSTITUTE GUIDE SPECIFICATIONS. 2. APPLY WATERPROOF MEMBRANE VERTICALLY AGAINST HOUSE FOUNDATION PRIOR APPLY WATERPROOF MEMBRANE VERTICALLY AGAINST HOUSE FOUNDATION PRIOR TO PLACING SUBBASE AND BASE. 3. ALL SOIL SUBGRADES SHALL SLOPE TOWARD THE STREET. ALL SOIL SUBGRADES SHALL SLOPE TOWARD THE STREET. 4. SUBGRADE SOIL MAXIMUM CROSS SLOPE IS 0.5%. MAXIMUM LONGITUDINAL SLOPE SUBGRADE SOIL MAXIMUM CROSS SLOPE IS 0.5%. MAXIMUM LONGITUDINAL SLOPE IS 2% TOWARD STREET. 5. USE SOIL BERMS FOR LONGITUDINAL SOIL SUBGRADE SLOPES EXCEEDING 2% USE SOIL BERMS FOR LONGITUDINAL SOIL SUBGRADE SLOPES EXCEEDING 2% 6. 5% MAXIMUM SURFACE SLOPE. 5% MAXIMUM SURFACE SLOPE. 7. CAST-IN-PLACE CONCRETE CURBS CAN BE WITHOUT PAVERS ON TOP. IN SUCH CAST-IN-PLACE CONCRETE CURBS CAN BE WITHOUT PAVERS ON TOP. IN SUCH CASES, CURBS SHOULD BE LEVEL WITH CONCRETE PAVER FIELD. 8. THICKER SUBBASE AND/OR ADDITIONAL DRAIN PIPES MAY BE REQUIRED IF THICKER SUBBASE AND/OR ADDITIONAL DRAIN PIPES MAY BE REQUIRED IF DRIVEWAY RECEIVES RUNOFF FROM ADJACENT IMPERVIOUS SURFACES OR ROOFS. 9. THE UPPER 8 INCHES OF PAVEMENT SUBGRADE SOIL AND THE AGGREGATE BASE THE UPPER 8 INCHES OF PAVEMENT SUBGRADE SOIL AND THE AGGREGATE BASE COURSE SHOULD BE COMPACTED TO A MINIMUM 95 PERCENT OF MAXIMUM DRY DENSITY, AS TESTED BY THE GEOTECHNICAL ENGINEER 10. THE PAVER SYSTEM DRAINAGE, EDGE RESTRAINTS, BEDDING SAND, MAINTENANCE, THE PAVER SYSTEM DRAINAGE, EDGE RESTRAINTS, BEDDING SAND, MAINTENANCE, AND OTHER ASPECTS OF THE DESIGN AND CONSTRUCTION SHOULD BE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE PAVER SYSTEM MANUFACTURER
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%%UPERVIOUS MATERIAL DESIGN CRITERIA
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1. DESIGN SHALL BE REVIEWED AND APPROVED BY A LICENSED GEOTECHNICAL DESIGN SHALL BE REVIEWED AND APPROVED BY A LICENSED GEOTECHNICAL ENGINEER AND THE MORE CONSERVATIVE DESIGN SHALL GOVERN. 2. DESIGN FOR PERVIOUS PAVERS SHALL BE REVIEWED BY THE CONCRETE DESIGN FOR PERVIOUS PAVERS SHALL BE REVIEWED BY THE CONCRETE PAVER MANUFACTURER AND THE INTERLOCKING CONCRETE PAVEMENT INSTITUTE (ICPI). A REPORT OF THE SUITABILITY OF THE PAVER SHALL BE GIVEN TO THE PROJECT ENGINEER PRIOR TO THE PLACEMENT OF THE PERVIOUS PAVER. 3. INSTALLATION OF PERVIOUS PAVERS SHALL ONLY BE DONE BY INSTALLATION OF PERVIOUS PAVERS SHALL ONLY BE DONE BY CONTRACTORS HOLDING A CERTIFICATE OF COMPLETION IN THE ICPI PERVIOUS CONCRETE PAVER INSTALLER TECHNICIAN COURSE. SUCH CONTRACTOR SHALL HAVE AT LEAST ONE FOREMAN WITH THIS CERTIFICATION ON THE JOB SITE AS ALL TIMES. 4. ALL NEW PERVIOUS PAVEMENT SHALL HAVE AN INFILTRATION RATE OF 100 ALL NEW PERVIOUS PAVEMENT SHALL HAVE AN INFILTRATION RATE OF 100 IN/HR WHEN TESTED IN ACCORDANCE WITH ASTM C1701. 5. PROTECT EXCAVATED AREA FROM EXCESSIVE COMPACTION DUE TO PROTECT EXCAVATED AREA FROM EXCESSIVE COMPACTION DUE TO CONSTRUCTION TRAFFIC AND PROTECT THE FINISHED PAVEMENT FROM CONSTRUCTION TRAFFIC.
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NTS
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2%%%
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OG
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%%UTYPICAL ASPHALT CONCRETE DRIVEWAY SECTION
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18'
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2" AC ON
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4.5" CLASS II AB
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4'
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C/L
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FOG SEAL COAT
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CLASS 'A' SUBGRADE
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TACK COAT
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R/W
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SLOPE 1/4 "
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ADJACENT SLOPES
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PLAN FOR
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A.C. SURFACE
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TYPICAL HALF STREET SECTION
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A.C. BASE
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REFER TO GRADING
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7.5'
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2%%% MIN.
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0.5'
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PER FT.
Page 5: APPROVED FOR GRADING AND DRAINAGE ONLY … · pervious concrete requirements geotechnical engineer of record contractor or permitee shall: ·provide certification from the concrete
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PGE
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WM
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CO
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CONC WALKWAY
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CONC WALKWAY
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1.5% MIN
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5% MIN
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5% MIN
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5% MIN
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5% MIN
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5% MIN
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2% MIN
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2% MIN
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5% MIN
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1.5%
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1.5%
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MIN
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2%
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2%
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MIN
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7.8%
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8.5%
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5.2%
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6.2%
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2.7%
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8.3%
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8.3%
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2%
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GARAGE
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GARAGE
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GARAGE
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GARAGE
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GARAGE
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GARAGE
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1%
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1%
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1%
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1%
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1%
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C
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PSE, PSSE, PSDE, PSDRE, COE (IEE, EAE, AND PARKING)
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24.74'
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37.60'
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COMMON AREA
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COMMON AREA
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COMMON AREA
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PORCH 2 151.63
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PORCH 3 152.06
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PORCH 1 151.20
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PORCH 4 151.20
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PORCH 6 152.06
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PORCH 5 151.63
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152.01 G
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152.01 G
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151.79 G
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151.79 G
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151.41 G
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151.51 G
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151.51 G
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151.41 G
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151.06 G
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151.06 G
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151.28 G
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151.28 G
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151.43 G
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151.43 G
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151.21 G
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151.21 G
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151.65 G
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151.65 G
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151.43 G
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152.02 G
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151.80 G
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151.80 G
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152.02 G
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151.43 G
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151.43 FG
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150.85 FG
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150.66 FG
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150.48 FG
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150.76 FG
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151.02 P
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151.02 P
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151.16 FG
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150.60 FG
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150.99 P
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150.78 P
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151.01 P
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151.07 P
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151.37 P
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151.53 FG
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151.45 P
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151.62 P
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151.72 FG
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151.25 P
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151.07 P
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151.14 P
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151.03 FL/HI PT
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151.13 P
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150.95 P
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150.92 FG
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150.76 FG
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150.63 FG
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150.95 FG
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151.11 FG
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151.12 FG
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151.76 P
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151.76 P
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151.55 P
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151.39 P
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151.39 P
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151.19 P
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151.28 FG
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150.68 FG
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150.80 FG
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150.86 P
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151.17 P
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151.34 P
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151.37 P
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150.76 P
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150.84 P
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151.41 FG
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151.10 P
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151.64 FG
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150.65 FG
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151.62 FG
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151.76 FG
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151.73 FG
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151.53 P
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151.10 P
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151.72 FG
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151.12 FL/HI PT
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151.16 P
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151.16 P
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151.00 FL
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151.75 P
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150.90 P
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150.90 P
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150.86 P
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151.40 FG
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150.04 FL
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149.98 FL
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149.99 FL
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150.15 P
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150.73 P
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151.00 P
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151.00 P
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150.69 P
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150.69 P
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150.86 P
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150.43 FL
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150.53 P
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150.59 P
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150.59 P
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150.56 P
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150.56 P
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150.54 P
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150.40 P
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150.40 P
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150.37 P
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150.36 P
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150.31 P
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150.29 P
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151.04 FG
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151.18 FG
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150.28 P
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150.78 FG
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LOT 2 1,210 SF UNIT B
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LOT 1 1,242 SF UNIT A
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LOT 3 1,210 SF UNIT B1
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150.16 P
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149.87 SW
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150.01 SW
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151.29 P
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149.90 SW
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150.03 SW
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149.84 SW
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149.98 SW
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151.17 P
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150.83 FL/HI PT
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LOT 5 1,205 SF UNIT B-R
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(149.75 OG)
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PARK STRIP
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PARK STRIP
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(149.91 SW)
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(149.67 SW)
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(150.01 SW)
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(150.00 SW)
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(149.85 SW)
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(149.83 SW)
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END RW 150.36 TW 149.91 BW/SW
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END RW 151.04 TW 150.10 BW/SW
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149.84 SW
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149.90 SW
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150.20 P
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150.06 SW
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151.15 P
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151.75 P
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151.17 P
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150.35 P
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150.31 P
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150.72 P
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150.30 P
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150.21 P
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150.21 P
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150.84 P
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149.95 SW
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149.93 SW
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150.08 SW
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151.31 P
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150.44 FG
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(149.34 OG)
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(149.01 OG)
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(148.63 OG)
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(149.20 OG)
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(148.73 OG)
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(149.20 OG)
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LOT 6 1,205 SF UNIT B1-R
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LOT 4 1,238 SF UNIT A-R
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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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ROAD NAME :
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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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APN 254-29-019
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13,137.41± SF
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APN 254-29-027
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QUINTANA
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CAPITOL AVENUE
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.
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GRADING AND DRAINAGE PLAN
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APN 254-29-019
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San Jose
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PT
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CT
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1" = 5'
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NL
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10/28/19
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10/28/19
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10/28/19
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1 inch = 5 ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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10
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5
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No. 47518
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M.
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SHEET
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4-1
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OF 10 SHEETS
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PW PROJECT #
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CAPITOL AVENUE (65' R/W)
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967 CAPITOL AVENUE
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LANDS OF QUINTANA
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(149.34 OG) = HIGHEST ADJACENT GREADE, TYP
Page 6: APPROVED FOR GRADING AND DRAINAGE ONLY … · pervious concrete requirements geotechnical engineer of record contractor or permitee shall: ·provide certification from the concrete
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PGE
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SD
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WM
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CO
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CONC WALKWAY
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CONC WALKWAY
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C A P I T O L A V E N U E (65' R/W)
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CENTERLINE S40°43'14"E
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(BASIS OF BEARINGS)
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5% MIN
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5% MIN
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5% MIN
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5% MIN
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5% MIN
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5% MIN
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5% MIN
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5% MIN
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5% MIN
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5% MIN
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5% MIN
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5% MIN
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5% MIN
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5% MIN
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7.8%
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8.5%
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5.2%
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6.2%
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2.7%
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8.3%
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8.3%
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2%
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GARAGE
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GARAGE
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GARAGE
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GARAGE
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1%
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1%
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1%
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1%
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C
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C
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A
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B
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D
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D
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E
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E
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37.60'
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COMMON AREA
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ALL UTILITIES OFF-SITE TO REMAIN
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PORCH 2 151.63
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PORCH 3 152.06
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PORCH 1 151.20
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PORCH 4 151.20
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PORCH 6 152.06
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PORCH 5 151.63
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152.01 G
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151.79 G
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151.41 G
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151.51 G
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151.51 G
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151.41 G
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151.06 G
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151.06 G
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151.28 G
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151.28 G
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151.43 G
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151.43 G
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151.21 G
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151.21 G
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151.65 G
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151.65 G
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151.43 G
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151.80 G
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152.02 G
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151.43 G
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150.85 FG
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150.66 FG
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150.48 FG
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150.76 FG
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151.02 P
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151.02 P
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151.16 FG
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150.60 FG
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150.99 P
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150.78 P
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151.01 P
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151.07 P
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151.37 P
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151.53 FG
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151.45 P
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150.92 FG
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150.76 FG
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150.63 FG
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150.95 FG
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151.11 FG
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151.12 FG
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151.76 P
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151.55 P
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151.39 P
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151.39 P
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151.19 P
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151.28 FG
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150.68 FG
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150.80 FG
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150.86 P
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151.17 P
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151.34 P
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151.37 P
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150.76 P
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150.84 P
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151.41 FG
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151.10 P
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151.64 FG
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150.65 FG
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150.90 P
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150.90 P
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150.86 P
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151.40 FG
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150.04 FL
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149.98 FL
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149.99 FL
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150.15 P
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151.00 P
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151.00 P
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150.69 P
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150.69 P
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150.86 P
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150.43 FL
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150.53 P
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150.59 P
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150.59 P
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150.56 P
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150.56 P
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150.54 P
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150.40 P
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150.40 P
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150.37 P
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150.36 P
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150.31 P
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150.29 P
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151.04 FG
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151.18 FG
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150.28 P
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150.78 FG
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CB
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LOT 2 1,210 SF UNIT B
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LOT 1 1,242 SF UNIT A
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LOT 3 1,210 SF UNIT B1
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150.16 P
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149.72 TC 149.22 FL
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149.63 TC 149.14 FL
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149.23 TC 149.18 FL
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149.87 SW
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150.01 SW
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149.26 TC 149.21 FL
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149.90 SW
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150.03 SW
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149.84 SW
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149.98 SW
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149.19 TC 149.14 FL
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LOT 5 1,205 SF UNIT B-R
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(149.75 OG)
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PARK STRIP
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PARK STRIP
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(149.80 TC) (149.30 FL)
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(149.91 SW)
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(149.52 TC) (149.02 FL)
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(149.67 SW)
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(150.01 SW)
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(150.00 SW)
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(149.85 SW)
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(149.83 SW)
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END RW 150.36 TW 149.91 BW/SW
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END RW 151.04 TW 150.10 BW/SW
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149.84 SW
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149.90 SW
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150.20 P
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150.06 SW
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151.75 P
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151.17 P
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150.35 P
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150.31 P
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150.72 P
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150.30 P
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150.21 P
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150.21 P
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150.84 P
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149.95 SW
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149.93 SW
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150.08 SW
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151.31 P
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150.44 FG
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(149.34 OG)
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(149.01 OG)
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(148.63 OG)
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(149.20 OG)
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(148.73 OG)
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(149.20 OG)
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LOT 6 1,205 SF UNIT B1-R
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LOT 4 1,238 SF UNIT A-R
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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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QUINTANA
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CAPITOL AVENUE
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.
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GRADING AND DRAINAGE PLAN
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APN 254-29-019
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PT
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CT
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1" = 5'
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NL
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10/28/19
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10/28/19
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10/28/19
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PW PROJECT #
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967 CAPITOL AVENUE
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LANDS OF QUINTANA
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APN 254-29-019
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13,137.41± SF
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APN 254-29-027
Page 7: APPROVED FOR GRADING AND DRAINAGE ONLY … · pervious concrete requirements geotechnical engineer of record contractor or permitee shall: ·provide certification from the concrete
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SECTION E-E
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UNIT A-R FF=151.70 PAD=150.7
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UNIT A FF=151.70 PAD=150.7
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5% MIN
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5% MIN
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5% MIN
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5% MIN
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PL
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PL
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SECTION D-D
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UNIT B-R FF=151.93 PAD=150.93
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UNIT B FF=151.93 PAD=150.93
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PORCH 151.63
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PORCH 151.63
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5% MIN
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PL
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PL
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5% MIN
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5% MIN
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5% MIN
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SECTION C-C
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UNIT B1-R FF=152.14 PAD=151.14
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UNIT B1 FF=152.14 PAD=151.14
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PORCH 152.06
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PORCH 152.06
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PL
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PL
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5% MIN
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UNIT B1 FF=152.14 PAD=151.14
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GARAGE
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SECTION A-A
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UNIT B FF=151.93 PAD=150.93
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GARAGE
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UNIT A FF=151.7 PAD=150.7
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UNIT B1-R FF=152.14 PAD=151.14
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GARAGE
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UNIT B-R FF=151.93 PAD=150.93
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GARAGE
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UNIT A-R FF=151.7 PAD=150.7
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GARAGE
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5% MIN
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PORCH 151.2
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PL
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PL
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5% MIN
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QUINTANA
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CAPITOL AVENUE
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.
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BUILDING SECTIONS
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APN 254-29-019
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San Jose
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PT
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CT
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1" = 5'
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NL
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10/28/19
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10/28/19
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10/28/19
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NO.
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REVISIONS
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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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ROAD NAME :
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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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1 inch = 5 ft.
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( IN FEET )
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967 CAPITOL AVENUE
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LANDS OF QUINTANA
Page 8: APPROVED FOR GRADING AND DRAINAGE ONLY … · pervious concrete requirements geotechnical engineer of record contractor or permitee shall: ·provide certification from the concrete

OPERATION AND MAINTENANCE

INFORMATION:

I. PROPERTY INFORMATION:

II. RESPONSIBLE PARTY FOR MAINTENANCE:

PROJECT SITE INFORMATION:

1. SOILS TYPE:

2. GROUND WATER DEPTH:

3. NAME OF RECEIVING BODY:

4. FLOOD ZONE:

5. FLOOD ELEVATION (IF APPLICABLE):

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DECK
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EX BLDG
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FF = 149.48
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GRAVEL
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GRAVEL
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LS
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LS
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LS
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LS
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LS
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CONC
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CONC
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CONC
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GARAGE
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PGE
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WM
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6" CYPRESS
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6" CYPRESS
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8" LOQUAT
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14" FIR
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36" OAK
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6" LEMON
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6" TREE
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12" TREE
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CO
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CONC WALKWAY
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CONC WALKWAY
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CONC WALKWAY
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CB
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PARK STRIP
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PARK STRIP
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PGE
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WM
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CO
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CONC WALKWAY
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CONC WALKWAY
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24.74'
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CB
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LOT 2 1,210 SF UNIT B
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LOT 1 1,242 SF UNIT A
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LOT 3 1,210 SF UNIT B1
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LOT 5 1,205 SF UNIT B-R
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PARK STRIP
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PARK STRIP
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LOT 6 1,205 SF UNIT B1-R
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LOT 4 1,238 SF UNIT A-R
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QUINTANA
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CAPITOL AVENUE
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.
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STROMWATER CONTROL PLAN
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967 CAPITOL AVENUE
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APN 254-29-019
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San Jose
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PT
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CT
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1" = 10'
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NL
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10/28/19
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10/28/19
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10/28/19
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NO.
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REVISIONS
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California
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DRAWN
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DESIGNED
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DATE
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FILE NO.
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ROAD NAME :
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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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PORCH
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PORCH
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PORCH
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PORCH
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PORCH
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10
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I.A. PROPERTY ADDRESS: PROPERTY ADDRESS: I.B. PROPERTY OWNER: PROPERTY OWNER: II.A. CONTACT: CONTACT: II.B. PHONE NUMBER OF CONTACT: PHONE NUMBER OF CONTACT: II.C. EMAIL: EMAIL: II.D. ADDRESS: ADDRESS:
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967 N CAPITOL AVE
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SAN JOSE, CA 95133
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MARTIN QUINTANA
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(408) 209-6542
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4057 GOLF DRIVE
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SAN JOSE, CA 95127
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MARTIN QUINTANA
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(*)
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VEGETATIVE SWALE
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NTS
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INFILTRATION RATE 5"/HOUR
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2' MIN
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18" SANDY LOAM W/ MINIMUM
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3"MIN
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4:1 MAX
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%%UINSPECTION & MAINTENANCE :
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1. UPON PROJECT COMPLETION, THE OWNER SHALL BE SOLELY RESPONSIBLE FOR ROUTINE INSPECTION AND MAINTENANCE OF ALL ON-SITE DRAIN SYSTEM. STORM DRAIN SYSTEM SHALL BE CLEANED AND/OR FLUSHED ON BIANNUAL BASIS OR AS FOUND NECESSARY.
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2. VEGETATIVE SWALES & DETENTIONS SHALL BE INSPECTED PERIODICALLY BEFORE & DURING THE RAINY SEASON. THE MAINTENANCE REQUIREMENTS OF VEGETATIVE SWALES & DETENTIONS INCLUDE PERIODIC INSPECTION FOR EROSION AND FORMATION OF GULLIES, REMOVAL OF SEDIMENT BUILDUP & DEBRIS FROM THE BOTTOM OF CHANNEL, AND MOWING GRASS LINED SWALES SHOULD BE MOWED REGULARLY TO MAINTAIN A HEIGHT OF APPROX. 4-6 INCHES. NATURALIZED SWALES REDUCE THE MOWING REQUIREMENTS TO ONLY ONCE PER SEASON.
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SOURCE CONTROL MEASURES: 1. GOOD HOUSEKEEPING, EG., SWEEP PAVEMENT AND CLEAN CATCH BASIN GOOD HOUSEKEEPING, EG., SWEEP PAVEMENT AND CLEAN CATCH BASIN 2. STORM DRAIN LABELING.STORM DRAIN LABELING.
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SITE DESIGN MEASURES: 1. DIRECT RUNOFF FROM ROOFS, SIDEWALKS, PATIOS TO DIRECT RUNOFF FROM ROOFS, SIDEWALKS, PATIOS TO LANDSCAPED AREAS.
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SILT LOAM
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50 FEET
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COYOTE CREEK
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NO
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N/A
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TREATMENT SYSTEM: 1. VEGETATIVE SWALEVEGETATIVE SWALE
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SHEET
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5
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C A P I T O L A V E N U E (65' R/W)
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C A P I T O L A V E N U E (65' R/W)
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LANDS OF QUINTANA
Page 9: APPROVED FOR GRADING AND DRAINAGE ONLY … · pervious concrete requirements geotechnical engineer of record contractor or permitee shall: ·provide certification from the concrete
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PGE
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WM
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CO
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GARAGE
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GARAGE
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GARAGE
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GARAGE
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GARAGE
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GARAGE
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PSE, PSSE, PSDE, PSDRE, COE (IEE, EAE, AND PARKING)
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24.74'
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37.60'
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COMMON AREA
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COMMON AREA
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COMMON AREA
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LOT 2 1,210 SF UNIT B
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LOT 1 1,242 SF UNIT A
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LOT 3 1,210 SF UNIT B1
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LOT 5 1,205 SF UNIT B-R
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PARK STRIP
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PARK STRIP
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LOT 6 1,205 SF UNIT B1-R
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LOT 4 1,238 SF UNIT A-R
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APN 254-29-019
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13,137.41± SF
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APN 254-29-027
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QUINTANA
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CAPITOL AVENUE
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.
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EROSION CONTROL PLAN
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APN 254-29-019
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San Jose
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PT
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CT
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1" = 5'
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NL
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NO.
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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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DESIGNED
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FILE NO.
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ROAD NAME :
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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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1 inch = 5 ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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10
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5
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FIBER ROLL
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%%ULEGEND
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CONCRETE WASHOUT
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CONSTRUCTION ENTRANCE
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WITH TIREWASH
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INLET PROTECTION
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CONTRACTOR TO PROTECT ALL INLETS WITHIN 150' OF PROJECT SITE.
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%%UNOTES :
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No. 47518
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OF 10 SHEETS
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PW PROJECT #
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967 CAPITOL AVENUE
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LANDS OF QUINTANA
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C A P I T O L A V E N U E (65' R/W)
Page 10: APPROVED FOR GRADING AND DRAINAGE ONLY … · pervious concrete requirements geotechnical engineer of record contractor or permitee shall: ·provide certification from the concrete
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QUINTANA
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CAPITOL AVENUE
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EROSION CONTROL DETAILS
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APN 254-29-019
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San Jose
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PT
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CT
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1" = 5'
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NL
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10/28/19
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10/28/19
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10/28/19
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NO.
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REVISIONS
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California
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ROAD NAME :
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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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No. 47518
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967 CAPITOL AVENUE
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LANDS OF QUINTANA
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1. MAINTENANCE IS TO BE PERFORMED AS FOLLOWS:
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B. SWALES SHALL BE INSPECTED PERIODICALLY AND MAINTAINED AS NEEDED.
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2. SAND BAD INLET PROTECTION SHALL BE CLEANED OUT WHENEVER SEDIMENT DEPTH IS ONE HALF THE HEIGHT OF ONE SAND BAG.
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E. SEDIMENT REMOVED FROM TRAP SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL
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D. SEDIMENT SHALL BE REMOVED AND SEDIMENT TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
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C. SEDIMENT TRAPS, BERMS, AND SWALES ARE TO BE INSPECTED AFTER EACH STORM AND REPAIRS MADE AS NEEDED.
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A. REPAIR DAMAGES CAUSED BY SOIL EROSION OR CONSTRUCTION AT THE END OF EACH WORKING DAY.
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NOT ERODE.
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F. RILLS AND GULLIES MUST BE REPAIRED.
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HAS ACCUMULATED TO A DEPTH OF 1 FOOT.
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IT SHALL BE THE OWNER'S RESPONSIBILITY TO MAINTAIN CONTROL OF THE ENTIRE CONSTRUCTION OPERATION AND TO
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KEEP THE ENTIRE SITE IN COMPLIANCE WITH THE SOIL EROSION CONTROL PLAN.
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GENERAL CSJ EROSION AND SEDIMENT CONTROL NOTES:
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THE MEASURE IS NOT IN PLACE AND WHAT WILL BE DONE TO REMEDY THIS SITUATION.
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UPON SAID PUBLIC OR ADJACENT PRIVATE PROPERTY, IMMEDIATE REMEDY SHALL OCCUR.
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MINIMIZED. STATE AND LOCAL LAWS CONCERNING POLLUTION ABATEMENT SHALL BE COMPILED WITH.
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8. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE.
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EROSION AND SEDIMENT CONTROL MEASURES
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ADDERSS: 598 E SANTA CLARA, SAN JOSE, CA 95112
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4. THIS PLAN IS INTENDED TO BE USED FOR INTERIM EROSION AND SEDIMENT CONTROL ONLY AND IS NOT TO BE USED FOR
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PLACE. IF MEASURES ARE NOT IN PLACE, DEVELOPER SHALL PROVIDE THE CITY WITH A WRITTEN EXPLANATION OF WHY
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CERTIFICATIONS THAT ALL EROSION/SEDIMENT MEASURES IDENTIFIED ON THE APPROVED EROSION CONTROL PLAN ARE IN
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5. DEVELOPER WILL SUBMIT TO THE CITY MONTHLY (AT THE FIRST OF EACH MONTH BETWEEN OCT 15TH AND APRIL 15TH)
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6. OWNER/CONTRACTER SHALL BE RESPONSIBLE FOR MONITORING EROSION AND SEDIMENT CONTROL MEASURES PRIOR, DURING,
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9. DURING THE RAINY SEASON, ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL
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1O. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION WILL BE
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SUBSTANCE OVER ANY PUBLIC STREET, ALLEY, OR OTHER PUBLIC PLACE. SHOULD ANY BLOW, SPILL, OR TRACK OVER AND
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BE MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAINAGE SYSTEM, INCLUDING EXISTING
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11. CONTRACTOR SHALL PROVIDE DUST CONTROL AS REQUIRED BY THE APPROPRIATE FEDERAL, STATE AND LOCAL AGENCY
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7. REASONABLE CARE SHALL BE TAKEN WHEN HAULING ANY EARTH, SAND, GRAVEL, STONE, DEBRIS, PAPER OR ANY OTHER
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MAINTENANCE NOTES
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REQUIREMENTS.
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DRAINAGE SWALES AND WATER COURSES.
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AND AFTER STORM EVENTS.
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1. CONTRACTOR/OWNER:
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PHONE NUMBER:
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ADDRESS:
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3. CONTRACTOR:
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ADDRESS:
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ADDRESS:
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FINAL ELEVATIONS OR PERMANENT IMPROVEMENTS.
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PHONE NUMBER: (408) 806-7187
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2. CIVIL ENGINEER: LC ENGINEERING
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24-HOUR PHONE NUMBER:
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24-HOUR PHONE NUMBER:
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CONSTRUCTION SUPERINTENDENT:
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BMP SUMMARY TABLE
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BMP CATEGORY
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EROSION CONTROL
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SEDIMENT CONTROL
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GOOD SITE MANAGEMENT
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NON-STORMWATER MANAGEMENT
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RUN-ON AND RUN-OFF CONTROL
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ACTIVE TREATMENT SYSTEMS
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BMP USED
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FIBER ROLLS
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DRAINAGE INLET PROTECTION, TEMPORARY GRAVEL ENTRANCE/EXIT
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CONCRETE WASTE MANAGEMENT, TEMPORARY GRAVEL ENTRANCE/EXIT
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CHECK PAVEMENT & EXTERNAL BUILDING WASH DOWN, FIRE HYDRANT
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BIO SWALE, SAND BAG FILTER,
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INSPECTION AND MAINTENANCE OF ALL ON/OFF-SITE DRAIN SYSTEM
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FLUSHING, IRRIGATION DRAINAGE, GROUND WATER, FOUNDATION DRAIN FLOWS
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CONTROL WASTE AT THE CONSTRUCTION SITE SUCH AS DISCARDED BUILDING
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MATERIALS, TRUCK WASHOUT, CHEMICALS, LITTER AND SANITARY WASTE
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1. THE FACILITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, THE FACILITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, THE FACILITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, FACILITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, FACILITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, EROSION AND SEDIMENT DURING THE RAINY SEASON, EROSION AND SEDIMENT DURING THE RAINY SEASON, AND SEDIMENT DURING THE RAINY SEASON, AND SEDIMENT DURING THE RAINY SEASON, SEDIMENT DURING THE RAINY SEASON, SEDIMENT DURING THE RAINY SEASON, DURING THE RAINY SEASON, DURING THE RAINY SEASON, THE RAINY SEASON, THE RAINY SEASON, RAINY SEASON, RAINY SEASON, SEASON, SEASON, OCTOBER 1 TO APRIL 30. FACILITIES ARE TO BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING 1 TO APRIL 30. FACILITIES ARE TO BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING 1 TO APRIL 30. FACILITIES ARE TO BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING TO APRIL 30. FACILITIES ARE TO BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING TO APRIL 30. FACILITIES ARE TO BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING APRIL 30. FACILITIES ARE TO BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING APRIL 30. FACILITIES ARE TO BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING 30. FACILITIES ARE TO BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING 30. FACILITIES ARE TO BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING FACILITIES ARE TO BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING FACILITIES ARE TO BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING ARE TO BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING ARE TO BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING TO BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING TO BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING PRIOR TO SEPTEMBER 15 OF ANY YEAR. GRADING TO SEPTEMBER 15 OF ANY YEAR. GRADING TO SEPTEMBER 15 OF ANY YEAR. GRADING SEPTEMBER 15 OF ANY YEAR. GRADING SEPTEMBER 15 OF ANY YEAR. GRADING 15 OF ANY YEAR. GRADING 15 OF ANY YEAR. GRADING OF ANY YEAR. GRADING OF ANY YEAR. GRADING ANY YEAR. GRADING ANY YEAR. GRADING YEAR. GRADING YEAR. GRADING GRADING GRADING OPERATIONS DURING THE RAINY SEASON WHICH LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL DURING THE RAINY SEASON WHICH LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL DURING THE RAINY SEASON WHICH LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL THE RAINY SEASON WHICH LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL THE RAINY SEASON WHICH LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL RAINY SEASON WHICH LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL RAINY SEASON WHICH LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL SEASON WHICH LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL SEASON WHICH LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL WHICH LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL WHICH LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL SLOPES SHALL BE PROTECTED WITH EROSION CONTROL SLOPES SHALL BE PROTECTED WITH EROSION CONTROL SHALL BE PROTECTED WITH EROSION CONTROL SHALL BE PROTECTED WITH EROSION CONTROL BE PROTECTED WITH EROSION CONTROL BE PROTECTED WITH EROSION CONTROL PROTECTED WITH EROSION CONTROL PROTECTED WITH EROSION CONTROL WITH EROSION CONTROL WITH EROSION CONTROL EROSION CONTROL EROSION CONTROL CONTROL CONTROL MEASURES IMMEDIATELY FOLLOWING GRADING ON THE SLOPES. DURING THE NON-RAINY SEASON BEST MANAGEMENT IMMEDIATELY FOLLOWING GRADING ON THE SLOPES. DURING THE NON-RAINY SEASON BEST MANAGEMENT IMMEDIATELY FOLLOWING GRADING ON THE SLOPES. DURING THE NON-RAINY SEASON BEST MANAGEMENT FOLLOWING GRADING ON THE SLOPES. DURING THE NON-RAINY SEASON BEST MANAGEMENT FOLLOWING GRADING ON THE SLOPES. DURING THE NON-RAINY SEASON BEST MANAGEMENT GRADING ON THE SLOPES. DURING THE NON-RAINY SEASON BEST MANAGEMENT GRADING ON THE SLOPES. DURING THE NON-RAINY SEASON BEST MANAGEMENT ON THE SLOPES. DURING THE NON-RAINY SEASON BEST MANAGEMENT ON THE SLOPES. DURING THE NON-RAINY SEASON BEST MANAGEMENT THE SLOPES. DURING THE NON-RAINY SEASON BEST MANAGEMENT THE SLOPES. DURING THE NON-RAINY SEASON BEST MANAGEMENT SLOPES. DURING THE NON-RAINY SEASON BEST MANAGEMENT SLOPES. DURING THE NON-RAINY SEASON BEST MANAGEMENT DURING THE NON-RAINY SEASON BEST MANAGEMENT DURING THE NON-RAINY SEASON BEST MANAGEMENT THE NON-RAINY SEASON BEST MANAGEMENT THE NON-RAINY SEASON BEST MANAGEMENT NON-RAINY SEASON BEST MANAGEMENT NON-RAINY SEASON BEST MANAGEMENT SEASON BEST MANAGEMENT SEASON BEST MANAGEMENT BEST MANAGEMENT BEST MANAGEMENT MANAGEMENT MANAGEMENT PRACTICES (BMPS) MUST BE IMPLEMENTED DURING CONSTRUCTION WHICH INCLUDES, BUT IS NOT LIMITED TO: STABILIZED (BMPS) MUST BE IMPLEMENTED DURING CONSTRUCTION WHICH INCLUDES, BUT IS NOT LIMITED TO: STABILIZED (BMPS) MUST BE IMPLEMENTED DURING CONSTRUCTION WHICH INCLUDES, BUT IS NOT LIMITED TO: STABILIZED MUST BE IMPLEMENTED DURING CONSTRUCTION WHICH INCLUDES, BUT IS NOT LIMITED TO: STABILIZED MUST BE IMPLEMENTED DURING CONSTRUCTION WHICH INCLUDES, BUT IS NOT LIMITED TO: STABILIZED BE IMPLEMENTED DURING CONSTRUCTION WHICH INCLUDES, BUT IS NOT LIMITED TO: STABILIZED BE IMPLEMENTED DURING CONSTRUCTION WHICH INCLUDES, BUT IS NOT LIMITED TO: STABILIZED IMPLEMENTED DURING CONSTRUCTION WHICH INCLUDES, BUT IS NOT LIMITED TO: STABILIZED IMPLEMENTED DURING CONSTRUCTION WHICH INCLUDES, BUT IS NOT LIMITED TO: STABILIZED DURING CONSTRUCTION WHICH INCLUDES, BUT IS NOT LIMITED TO: STABILIZED DURING CONSTRUCTION WHICH INCLUDES, BUT IS NOT LIMITED TO: STABILIZED CONSTRUCTION WHICH INCLUDES, BUT IS NOT LIMITED TO: STABILIZED CONSTRUCTION WHICH INCLUDES, BUT IS NOT LIMITED TO: STABILIZED WHICH INCLUDES, BUT IS NOT LIMITED TO: STABILIZED WHICH INCLUDES, BUT IS NOT LIMITED TO: STABILIZED INCLUDES, BUT IS NOT LIMITED TO: STABILIZED INCLUDES, BUT IS NOT LIMITED TO: STABILIZED BUT IS NOT LIMITED TO: STABILIZED BUT IS NOT LIMITED TO: STABILIZED IS NOT LIMITED TO: STABILIZED IS NOT LIMITED TO: STABILIZED NOT LIMITED TO: STABILIZED NOT LIMITED TO: STABILIZED LIMITED TO: STABILIZED LIMITED TO: STABILIZED TO: STABILIZED TO: STABILIZED STABILIZED STABILIZED CONSTRUCTION ENTRANCE, TIRE WASH AREA AND INLET PROTECTION. 2. THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE COVERS ONLY THE FIRST WINTER FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE COVERS ONLY THE FIRST WINTER FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE ONLY THE FIRST WINTER FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE ONLY THE FIRST WINTER FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE THE FIRST WINTER FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE THE FIRST WINTER FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE FIRST WINTER FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE FIRST WINTER FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE WINTER FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE WINTER FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE ASSUMED SITE CONDITIONS AS SHOWN ON THE ASSUMED SITE CONDITIONS AS SHOWN ON THE SITE CONDITIONS AS SHOWN ON THE SITE CONDITIONS AS SHOWN ON THE CONDITIONS AS SHOWN ON THE CONDITIONS AS SHOWN ON THE AS SHOWN ON THE AS SHOWN ON THE SHOWN ON THE SHOWN ON THE ON THE ON THE THE THE EROSION CONTROL PLAN. PRIOR TO SEPTEMBER 15, THE COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND CONTROL PLAN. PRIOR TO SEPTEMBER 15, THE COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND CONTROL PLAN. PRIOR TO SEPTEMBER 15, THE COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND PLAN. PRIOR TO SEPTEMBER 15, THE COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND PLAN. PRIOR TO SEPTEMBER 15, THE COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND PRIOR TO SEPTEMBER 15, THE COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND PRIOR TO SEPTEMBER 15, THE COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND TO SEPTEMBER 15, THE COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND TO SEPTEMBER 15, THE COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND SEPTEMBER 15, THE COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND SEPTEMBER 15, THE COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND 15, THE COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND 15, THE COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND THE COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND THE COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND OF SITE IMPROVEMENT SHALL BE EVALUATED AND OF SITE IMPROVEMENT SHALL BE EVALUATED AND SITE IMPROVEMENT SHALL BE EVALUATED AND SITE IMPROVEMENT SHALL BE EVALUATED AND IMPROVEMENT SHALL BE EVALUATED AND IMPROVEMENT SHALL BE EVALUATED AND SHALL BE EVALUATED AND SHALL BE EVALUATED AND BE EVALUATED AND BE EVALUATED AND EVALUATED AND EVALUATED AND AND AND REVISIONS MADE TO THIS PLAN AS NECESSARY WITH THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE MADE TO THIS PLAN AS NECESSARY WITH THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE MADE TO THIS PLAN AS NECESSARY WITH THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE TO THIS PLAN AS NECESSARY WITH THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE TO THIS PLAN AS NECESSARY WITH THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE THIS PLAN AS NECESSARY WITH THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE THIS PLAN AS NECESSARY WITH THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE PLAN AS NECESSARY WITH THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE PLAN AS NECESSARY WITH THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE AS NECESSARY WITH THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE AS NECESSARY WITH THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE NECESSARY WITH THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE NECESSARY WITH THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE WITH THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE WITH THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE OF THE CITY ENGINEER. PLANS ARE TO BE OF THE CITY ENGINEER. PLANS ARE TO BE THE CITY ENGINEER. PLANS ARE TO BE THE CITY ENGINEER. PLANS ARE TO BE CITY ENGINEER. PLANS ARE TO BE CITY ENGINEER. PLANS ARE TO BE ENGINEER. PLANS ARE TO BE ENGINEER. PLANS ARE TO BE PLANS ARE TO BE PLANS ARE TO BE ARE TO BE ARE TO BE TO BE TO BE BE BE RESUBMITTED FOR CITY APPROVAL PRIOR TO SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE FOR CITY APPROVAL PRIOR TO SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE FOR CITY APPROVAL PRIOR TO SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE CITY APPROVAL PRIOR TO SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE CITY APPROVAL PRIOR TO SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE APPROVAL PRIOR TO SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE APPROVAL PRIOR TO SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE PRIOR TO SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE PRIOR TO SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE TO SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE TO SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE 1 OF EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE 1 OF EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE OF EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE OF EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE EACH SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE SUBSEQUENT YEAR UNTIL SITE IMPROVEMENTS ARE YEAR UNTIL SITE IMPROVEMENTS ARE YEAR UNTIL SITE IMPROVEMENTS ARE UNTIL SITE IMPROVEMENTS ARE UNTIL SITE IMPROVEMENTS ARE SITE IMPROVEMENTS ARE SITE IMPROVEMENTS ARE IMPROVEMENTS ARE IMPROVEMENTS ARE ARE ARE ACCEPTED BY THE CITY. 3. CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC ENTRANCES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC ENTRANCES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC INSTALLED PRIOR TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC INSTALLED PRIOR TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC PRIOR TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC PRIOR TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC OF GRADING. ALL CONSTRUCTION TRAFFIC OF GRADING. ALL CONSTRUCTION TRAFFIC GRADING. ALL CONSTRUCTION TRAFFIC GRADING. ALL CONSTRUCTION TRAFFIC ALL CONSTRUCTION TRAFFIC ALL CONSTRUCTION TRAFFIC CONSTRUCTION TRAFFIC CONSTRUCTION TRAFFIC TRAFFIC TRAFFIC ENTERING ONTO THE PAVED ROADS MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS ONTO THE PAVED ROADS MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS ONTO THE PAVED ROADS MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS THE PAVED ROADS MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS THE PAVED ROADS MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS PAVED ROADS MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS PAVED ROADS MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS ROADS MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS ROADS MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS CROSS THE STABILIZED CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS CROSS THE STABILIZED CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS THE STABILIZED CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS THE STABILIZED CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS STABILIZED CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS STABILIZED CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS CONSTRUCTION ENTRANCE WAYS. (ALSO INCLUDE THIS ENTRANCE WAYS. (ALSO INCLUDE THIS ENTRANCE WAYS. (ALSO INCLUDE THIS WAYS. (ALSO INCLUDE THIS WAYS. (ALSO INCLUDE THIS (ALSO INCLUDE THIS (ALSO INCLUDE THIS INCLUDE THIS INCLUDE THIS THIS THIS NOTE ON GRADING PLANS.) 4. CONTRACTOR SHALL MAINTAIN STABILIZED ENTRANCE AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. CONTRACTOR SHALL MAINTAIN STABILIZED ENTRANCE AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. CONTRACTOR SHALL MAINTAIN STABILIZED ENTRANCE AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. SHALL MAINTAIN STABILIZED ENTRANCE AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. SHALL MAINTAIN STABILIZED ENTRANCE AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. MAINTAIN STABILIZED ENTRANCE AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. MAINTAIN STABILIZED ENTRANCE AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. STABILIZED ENTRANCE AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. STABILIZED ENTRANCE AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. ENTRANCE AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. ENTRANCE AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. ACCESS POINT TO EXISTING PAVED STREETS. ACCESS POINT TO EXISTING PAVED STREETS. POINT TO EXISTING PAVED STREETS. POINT TO EXISTING PAVED STREETS. TO EXISTING PAVED STREETS. TO EXISTING PAVED STREETS. EXISTING PAVED STREETS. EXISTING PAVED STREETS. PAVED STREETS. PAVED STREETS. STREETS. STREETS. ANY MUD OR DEBRIS TRACKED ONTO PUBLIC STREETS SHALL BE REMOVED DAILY AND AS REQUIRED BY THE CITY. 5. IF HYDROSEEDING IS NOT USED OR IS NOT EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE IF HYDROSEEDING IS NOT USED OR IS NOT EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE IF HYDROSEEDING IS NOT USED OR IS NOT EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE HYDROSEEDING IS NOT USED OR IS NOT EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE HYDROSEEDING IS NOT USED OR IS NOT EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE IS NOT USED OR IS NOT EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE IS NOT USED OR IS NOT EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE NOT USED OR IS NOT EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE NOT USED OR IS NOT EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE USED OR IS NOT EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE USED OR IS NOT EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE OR IS NOT EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE OR IS NOT EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE IS NOT EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE IS NOT EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE NOT EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE NOT EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE EFFECTIVE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE BY 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE 09/23, THEN OTHER IMMEDIATE METHODS SHALL BE THEN OTHER IMMEDIATE METHODS SHALL BE THEN OTHER IMMEDIATE METHODS SHALL BE OTHER IMMEDIATE METHODS SHALL BE OTHER IMMEDIATE METHODS SHALL BE IMMEDIATE METHODS SHALL BE IMMEDIATE METHODS SHALL BE METHODS SHALL BE METHODS SHALL BE SHALL BE SHALL BE BE BE IMPLEMENTED, SUCH AS EROSION CONTROL BLANKETS, OR A THREE-STEP APPLICATION OF 1) SEED, MULCH, FERTILIZER SUCH AS EROSION CONTROL BLANKETS, OR A THREE-STEP APPLICATION OF 1) SEED, MULCH, FERTILIZER SUCH AS EROSION CONTROL BLANKETS, OR A THREE-STEP APPLICATION OF 1) SEED, MULCH, FERTILIZER AS EROSION CONTROL BLANKETS, OR A THREE-STEP APPLICATION OF 1) SEED, MULCH, FERTILIZER AS EROSION CONTROL BLANKETS, OR A THREE-STEP APPLICATION OF 1) SEED, MULCH, FERTILIZER EROSION CONTROL BLANKETS, OR A THREE-STEP APPLICATION OF 1) SEED, MULCH, FERTILIZER EROSION CONTROL BLANKETS, OR A THREE-STEP APPLICATION OF 1) SEED, MULCH, FERTILIZER CONTROL BLANKETS, OR A THREE-STEP APPLICATION OF 1) SEED, MULCH, FERTILIZER CONTROL BLANKETS, OR A THREE-STEP APPLICATION OF 1) SEED, MULCH, FERTILIZER BLANKETS, OR A THREE-STEP APPLICATION OF 1) SEED, MULCH, FERTILIZER BLANKETS, OR A THREE-STEP APPLICATION OF 1) SEED, MULCH, FERTILIZER OR A THREE-STEP APPLICATION OF 1) SEED, MULCH, FERTILIZER OR A THREE-STEP APPLICATION OF 1) SEED, MULCH, FERTILIZER A THREE-STEP APPLICATION OF 1) SEED, MULCH, FERTILIZER A THREE-STEP APPLICATION OF 1) SEED, MULCH, FERTILIZER THREE-STEP APPLICATION OF 1) SEED, MULCH, FERTILIZER THREE-STEP APPLICATION OF 1) SEED, MULCH, FERTILIZER APPLICATION OF 1) SEED, MULCH, FERTILIZER APPLICATION OF 1) SEED, MULCH, FERTILIZER OF 1) SEED, MULCH, FERTILIZER OF 1) SEED, MULCH, FERTILIZER 1) SEED, MULCH, FERTILIZER 1) SEED, MULCH, FERTILIZER SEED, MULCH, FERTILIZER SEED, MULCH, FERTILIZER MULCH, FERTILIZER MULCH, FERTILIZER FERTILIZER FERTILIZER 2) BLOWN STRAW 3) TACKIFIER AND MULCH. 6. INLET PROTECTION SHALL BE INSTALLED AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN INLET PROTECTION SHALL BE INSTALLED AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN INLET PROTECTION SHALL BE INSTALLED AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN PROTECTION SHALL BE INSTALLED AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN PROTECTION SHALL BE INSTALLED AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SHALL BE INSTALLED AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SHALL BE INSTALLED AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN BE INSTALLED AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN BE INSTALLED AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN INSTALLED AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN INSTALLED AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SEDIMENT FROM ENTERING THE STORM DRAIN SEDIMENT FROM ENTERING THE STORM DRAIN FROM ENTERING THE STORM DRAIN FROM ENTERING THE STORM DRAIN ENTERING THE STORM DRAIN ENTERING THE STORM DRAIN THE STORM DRAIN THE STORM DRAIN STORM DRAIN STORM DRAIN DRAIN DRAIN SYSTEM. INLETS NOT USED IN CONJUNCTION WITH EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF INLETS NOT USED IN CONJUNCTION WITH EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF INLETS NOT USED IN CONJUNCTION WITH EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF NOT USED IN CONJUNCTION WITH EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF NOT USED IN CONJUNCTION WITH EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF USED IN CONJUNCTION WITH EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF USED IN CONJUNCTION WITH EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF IN CONJUNCTION WITH EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF IN CONJUNCTION WITH EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF CONJUNCTION WITH EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF CONJUNCTION WITH EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF WITH EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF WITH EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF ARE TO BE BLOCKED TO PREVENT ENTRY OF ARE TO BE BLOCKED TO PREVENT ENTRY OF TO BE BLOCKED TO PREVENT ENTRY OF TO BE BLOCKED TO PREVENT ENTRY OF BE BLOCKED TO PREVENT ENTRY OF BE BLOCKED TO PREVENT ENTRY OF BLOCKED TO PREVENT ENTRY OF BLOCKED TO PREVENT ENTRY OF TO PREVENT ENTRY OF TO PREVENT ENTRY OF PREVENT ENTRY OF PREVENT ENTRY OF ENTRY OF ENTRY OF OF OF SEDIMENT. 7. LOTS WITH HOUSES UNDER CONSTRUCTION WILL NOT BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A LOTS WITH HOUSES UNDER CONSTRUCTION WILL NOT BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A LOTS WITH HOUSES UNDER CONSTRUCTION WILL NOT BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A WITH HOUSES UNDER CONSTRUCTION WILL NOT BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A WITH HOUSES UNDER CONSTRUCTION WILL NOT BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A HOUSES UNDER CONSTRUCTION WILL NOT BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A HOUSES UNDER CONSTRUCTION WILL NOT BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A UNDER CONSTRUCTION WILL NOT BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A UNDER CONSTRUCTION WILL NOT BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A CONSTRUCTION WILL NOT BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A CONSTRUCTION WILL NOT BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A WILL NOT BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A WILL NOT BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A NOT BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A NOT BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A EROSION PROTECTION FOR EACH LOT WITH A EROSION PROTECTION FOR EACH LOT WITH A PROTECTION FOR EACH LOT WITH A PROTECTION FOR EACH LOT WITH A FOR EACH LOT WITH A FOR EACH LOT WITH A EACH LOT WITH A EACH LOT WITH A LOT WITH A LOT WITH A WITH A WITH A A A HOUSE UNDER CONSTRUCTION SHALL CONFORM TO THE TYPICAL LOT EROSION CONTROL DETAIL SHOWN ON THIS SHEET. 8. THIS EROSION AND SEDIMENT CONTROL PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING THIS EROSION AND SEDIMENT CONTROL PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING THIS EROSION AND SEDIMENT CONTROL PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING EROSION AND SEDIMENT CONTROL PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING EROSION AND SEDIMENT CONTROL PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING AND SEDIMENT CONTROL PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING AND SEDIMENT CONTROL PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING SEDIMENT CONTROL PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING SEDIMENT CONTROL PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING CONTROL PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING CONTROL PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING COVER ALL THE SITUATIONS THAT MAY ARISE DURING COVER ALL THE SITUATIONS THAT MAY ARISE DURING ALL THE SITUATIONS THAT MAY ARISE DURING ALL THE SITUATIONS THAT MAY ARISE DURING THE SITUATIONS THAT MAY ARISE DURING THE SITUATIONS THAT MAY ARISE DURING SITUATIONS THAT MAY ARISE DURING SITUATIONS THAT MAY ARISE DURING THAT MAY ARISE DURING THAT MAY ARISE DURING MAY ARISE DURING MAY ARISE DURING ARISE DURING ARISE DURING DURING DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. VARIATIONS AND ADDITIONS MAY BE MADE TO THIS PLAN IN DUE TO UNANTICIPATED FIELD CONDITIONS. VARIATIONS AND ADDITIONS MAY BE MADE TO THIS PLAN IN DUE TO UNANTICIPATED FIELD CONDITIONS. VARIATIONS AND ADDITIONS MAY BE MADE TO THIS PLAN IN TO UNANTICIPATED FIELD CONDITIONS. VARIATIONS AND ADDITIONS MAY BE MADE TO THIS PLAN IN TO UNANTICIPATED FIELD CONDITIONS. VARIATIONS AND ADDITIONS MAY BE MADE TO THIS PLAN IN UNANTICIPATED FIELD CONDITIONS. VARIATIONS AND ADDITIONS MAY BE MADE TO THIS PLAN IN UNANTICIPATED FIELD CONDITIONS. VARIATIONS AND ADDITIONS MAY BE MADE TO THIS PLAN IN FIELD CONDITIONS. VARIATIONS AND ADDITIONS MAY BE MADE TO THIS PLAN IN FIELD CONDITIONS. VARIATIONS AND ADDITIONS MAY BE MADE TO THIS PLAN IN CONDITIONS. VARIATIONS AND ADDITIONS MAY BE MADE TO THIS PLAN IN CONDITIONS. VARIATIONS AND ADDITIONS MAY BE MADE TO THIS PLAN IN VARIATIONS AND ADDITIONS MAY BE MADE TO THIS PLAN IN VARIATIONS AND ADDITIONS MAY BE MADE TO THIS PLAN IN AND ADDITIONS MAY BE MADE TO THIS PLAN IN AND ADDITIONS MAY BE MADE TO THIS PLAN IN ADDITIONS MAY BE MADE TO THIS PLAN IN ADDITIONS MAY BE MADE TO THIS PLAN IN MAY BE MADE TO THIS PLAN IN MAY BE MADE TO THIS PLAN IN BE MADE TO THIS PLAN IN BE MADE TO THIS PLAN IN MADE TO THIS PLAN IN MADE TO THIS PLAN IN TO THIS PLAN IN TO THIS PLAN IN THIS PLAN IN THIS PLAN IN PLAN IN PLAN IN IN IN THE FIELD. NOTIFY THE CITY REPRESENTATIVE OF ANY FIELD CHANGES.
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.
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but smaller than 6"
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Original
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grade
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12" Min, unless otherwise
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Crushed aggregate greater than 3"
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20' R Min
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Existing
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Grade
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EXISTING PAVED ROADWAY
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Match
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%%UPLAN
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NTS
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whichever is greater
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of the largest construction vehicle tire,
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or four times the circumference
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50' Min
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A
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A
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NTS
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Construct sediment barrier
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and channelize runoff to
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sediment trapping device
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Filter fabric
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%%USECTION B-B
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specified by a soils engineer
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NOTE:
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Ditch
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10' min or
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as required to
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accomodate
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anticipated
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traffic, whichever
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is greater.
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24' min
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Corrugated steel panels
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Sediment trapping
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B
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B
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device
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Corrugated steel panels
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specified by a soils engineer
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12" Min, unless otherwise
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%%uSECTION A-A
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NOT TO SCALE
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Filter fabric
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Original
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grade
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but smaller than 6"
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Crushed aggregate greater than 3"
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Storm Drain Inlet Protection
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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 4 NOT TO SCALE
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Concrete Waste Management
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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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4' max
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4' 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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4' max
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4' 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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N.T.S.
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Fiber roll
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8" min
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Slope
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varies
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12" min
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2" min
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3/4" x
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3/4"
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wood stakes
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max 4'
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spacing
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TYPICAL FIBER ROLL INSTALLATION
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ENTRENCHMENT DETAIL
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N.T.S.
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4" 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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10' and 20'
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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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4'
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12" Min
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24" 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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NOT TO SCALE
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%%uDI PROTECTION TYPE 2
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NTS
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FIBER ROLLS
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STABILIZED CONSTRUCTION ENTRANCE/EXIST
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.
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.
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.
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.
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.
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.