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PROJECT LENGTH: 5, 186ft
<br />CALTRANS LENGTH: 2,522ft
<br />CIN LENGTH:
<br />RAILROAD LENGTH:
<br />COUNTY LENGTH: 2,664ft
<br />WATER LENGTH:
<br />CONSTRUCTION TOTALS
<br />MATERIAL TOTALS
<br />BORE
<br />2,664'
<br />LF
<br />1.25% HDPE CONDUIT
<br />5,186'
<br />LF
<br />CASED BORE
<br />—
<br />LF
<br />4 -WAY FUTURE PATH
<br />5,185'
<br />LF
<br />TRENCH
<br />LF
<br />10/12mm MICRODUCT
<br />LF
<br />PLOW
<br />--
<br />LF
<br />4°0 CASING
<br />--
<br />LF
<br />BRIDGE ATTACHMENT
<br />LF
<br />3/4"0 EMT PIPE
<br />LF
<br />CONDUIT OVERRIDE
<br />LF
<br />TRACEABLE MULE TAPE
<br />LF
<br />AERIAL
<br />--
<br />LF
<br />ESTIMATED FIBER
<br />5,636
<br />LF
<br />AERIAL STRAND
<br />LF
<br />SLACK LOOPS
<br />3
<br />POLE RISER
<br />--
<br />24x36X24 HANDHOLES
<br />2
<br />BORE PITS
<br />8
<br />BARREL VAULT
<br />--
<br />MARKER POST (EST.)
<br />2
<br />CONTRACTOR NOTICE:
<br />THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
<br />STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE
<br />AVAILABLE CITY OR COUNTY RECORDS. SINCE THE ACTUAL LOCATION AND NATURE OF THE UNDERGROUND
<br />FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN, THE CONTRACTOR IS REQUIRED TO VERIFY
<br />THE INFORMATION THROUGH UNDERGROUND SERVICE ALERT (USA) OR BY CONTACTING THE UTILITY
<br />COMPANIES DIRECTLY, PRIOR TO EXCAVATION.
<br />GENERAL NOTES:
<br />THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF
<br />WORK. THE PERMIT AGENCY'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THESE
<br />NOTES AND THAT AGENCY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT:
<br />1, THE LOCATIONS OF EXISTING UTILITIES, RIGHTS-OF-WAY AND EASEMENTS SHOWN ON THESE PLANS
<br />ARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE IN NATURE. WHERE CONFLICTS EXIST
<br />WITHIN THE RECORDS OR BETWEEN THE RECORDS AND FIELD OBSERVATIONS, THE ENGINEER OF
<br />WORK ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS OF THAT INFORMATION AS DEPICTED.
<br />2, PRIOR TO COMMENCING IMPROVEMENT OPERATIONS, THE CONTRACTOR SHALL VERIFY THE LOCATION,
<br />BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING FACILITIES AFFECTED BY THE PROPOSED
<br />WORK, WHETHER OR NOT THOSE FACILITIES ARE DEPICTED CORRECTLY ON THESE PIANS.
<br />3. IF EXISTING FACILITIES VARY SIGNIFICANTLY IN LOCATION OR DEPTH FROM THESE PLANS, THE
<br />ENGINEER OF WORK SHOULD BE NOTIFIED TO MAKE ANY DESIGN CHANGES REQUIRED.
<br />4, THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR COMPLIANCE WITH THE PROVISIONS OF THE
<br />STATE OF CALIFORNIA SAFETY ORDERS.
<br />5. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS
<br />DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
<br />PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
<br />WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLO THE OWNER
<br />AND THE ENGINEER OF WORK HARMLESS.
<br />6. THE BORE LOCATIONS INDICATED ON THE STAKING SHEETS ARE THE ENGINEER'S BEST ESTIMATE OF
<br />LOCATION AND LENGTH AS REQUIRED TO MEET JURISDICTIONAL REQUIREMENTS AND/OR TO AVOID
<br />SURFACE OR OTHER DAMAGE THAT MAY BE ASSOCIATED WITH TRADITIONAL TRENCHING METHODS.
<br />INSPECTOR & CONTRACTOR SHALL REVIEW ALL FIELD CONDITIONS PRIOR TO CONSTRUCTION AND
<br />VERIFY THAT THE INDICATED BORE UNITS ARE ACCURATELY IDENTIFIED, APPROPRIATELY LOCATED AND
<br />ACTUALLY REQUIRED (NOTIFY ENGINEER AND /OR OWNER OF ANY DISCREPANCIES). IF A BORE UNIT
<br />CAN BE ELIMINATED, WITH THE APPROVAL OF THE PERMITTING AUTHORITY AND WITH AN ASSOCIATED
<br />NET COST SAVINGS, THEN THE BORE UNIT SHALL BE ELIMINATED. ALSO, NOTIFY ENGINEER AND /OR
<br />OWNER OF ADDITIONAL BORES THAT ARE REQUIRED, BUT ARE NOT INDICATED ON THE STAKING
<br />SHEETS.
<br />7. THE HANDHOLE/VAULT LOCATIONS INDICATED ON THE STAKING SHEETS ARE THE ENGINEER'S BEST
<br />ESTIMATE OF LOCATION FOR PLACING THE UNIT AS REQUIRED TO MEET CVIN, JURISDICTIONAL
<br />AND/OR SAFETY REQUIREMENTS AND TO PROVIDE AN APPROPRIATE LOCATION THAT WILL ALLOW FOR
<br />PARKING, EASE OF ACCESS AND ADEQUATE SPACE TO PERFORM INSTALLATION AND MAINTENANCE
<br />WORK. IN HIGHWAY LOCATIONS WHERE THE CONDUIT RUNNING LINE IS INDICATED TO BE IN THE
<br />ROAD SHOULDER NEAR THE EDGE OF ASPHALT, THE HANDHOLES SHALL BE PLACED AT LEAST 20
<br />FEEL AWAY FROM THE FOG LINE (BEYOND THE CLEAR RECOVERY ZONE), IN A SAFE LOCATION AWAY
<br />FROM ANY BIOLOGICAL OR CULTURAL AVOIDANCE AREAS. CONDUIT SHALL ENTER AND EXIT THE
<br />HANDHOLE USING SEPARATE TRENCHES AT 45 -DEGREES TO THE ROADWAY TO MAINTAIN ROUTE
<br />DIVERSITY. INSPECTOR & CONTRACTOR SHALL REVIEW ALL FIELD CONDITIONS PRIOR TO
<br />CONSTRUCTION AND VERIFY THAT ALL INDICATED UHF UNITS ARE APPROPRIATELY LOCATED. FINAL
<br />POSITION OF UHF MAY BE RELOCATED IF A MORE APPROPRIATE POSITION CAN BE IDENTIFIED
<br />NEARBY. (NOTIFY ENGINEER AND/OR OWNER OF ANY DISCREPANCIES & ADJUSTMENTS). ALSO,
<br />NOTIFY ENGINEER AND/OR OWNER OF ADDITIONAL HANDHOLES THAT MAY BE REQUIRED, BUT ARE NOT
<br />INDICATED ON THE STAKING SHEETS.
<br />8, CONTRACTOR SHALL PROVIDE COMPLETE AS -BUILT PLANS, WITH GPS COORDINATES IN NAD -83
<br />FORMAT, WITH SUB -METER ACCURACY (N000.00000000, W000.00000000) FOR ALL CONDUIT SPLICE
<br />POINTS, HANDHOLES AND ROAD CROSSING LOCATIONS, PER CVIN SPECIFICATIONS.
<br />9. CONTRACTOR SHALL SUPPLY AND INSTALL (1) 18AWG SOLID COPPER TRACER WIRE (RED INSULATION)
<br />WITH 1.25" CONDUIT (IF NOT INCLUDED WITH FUTURE PATH CONDUIT). SPLICE AS REQUIRED WITH
<br />GEL -FILLED WIRE NUTS TO ASSURE CONTINUITY.
<br />CVIN, LLC
<br />SAN JOAQUIN COUNTY PERMIT PLANS
<br />INSTALLATION OF FIBER OPTIC FACILITIES
<br />RIPON FIRE DISTRICT
<br />18800 MURPHY RD., RIPON, CA
<br />THE PERMITTEE IS RESPONSIBLE FOR THE PRESERVATION OF SURVEY MONUMENTS LOCATED WITHIN THE AREA OF WORK
<br />HEREIN PERMITTED. PRIOR TO THE START OF CONSTRUCTION, SURVEY MONUMENTS THAT POTENTIALLY MAT BE DISTURBED
<br />SHALL BE LOCATED AND REFERENCED BY A LICENSED LAND SURVERYOR, AND A CORNER RECORD FILED WITH THE
<br />COUNTY SURVEYOR. ANY SURVEY MONUMENTS DISTURBED DURING THE CONSTRUCTION SHALL BE REESTABLISHED BY A
<br />LICENSED LAND SURVEYOR AND ANOTHER CORNER RECORD FILED WITH THE COUNTY SURVEYOR.
<br />(LAND SURVEYORS ACT SECTION 8771)
<br />INlil
<br />SHEET 1
<br />TITLE SHEET
<br />SHEET 2
<br />HANDHOLE AND CONDUIT DETAILS
<br />SHEET 3
<br />TYPICAL DETAILS
<br />SHEET 4
<br />TYPICAL TRAFFIC CONTROL PLANS
<br />SHEET 5-6
<br />PERMIT PLANS
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<br />VICINITY MAP
<br />THE PERMITTEE IS RESPONSIBLE FOR THE PRESERVATION OF SURVEY MONUMENTS LOCATED WITHIN THE AREA OF WORK
<br />HEREIN PERMITTED. PRIOR TO THE START OF CONSTRUCTION, SURVEY MONUMENTS THAT POTENTIALLY MAT BE DISTURBED
<br />SHALL BE LOCATED AND REFERENCED BY A LICENSED LAND SURVERYOR, AND A CORNER RECORD FILED WITH THE
<br />COUNTY SURVEYOR. ANY SURVEY MONUMENTS DISTURBED DURING THE CONSTRUCTION SHALL BE REESTABLISHED BY A
<br />LICENSED LAND SURVEYOR AND ANOTHER CORNER RECORD FILED WITH THE COUNTY SURVEYOR.
<br />(LAND SURVEYORS ACT SECTION 8771)
<br />INlil
<br />SHEET 1
<br />TITLE SHEET
<br />SHEET 2
<br />HANDHOLE AND CONDUIT DETAILS
<br />SHEET 3
<br />TYPICAL DETAILS
<br />SHEET 4
<br />TYPICAL TRAFFIC CONTROL PLANS
<br />SHEET 5-6
<br />PERMIT PLANS
<br />CONTRACTOR NOTICE:
<br />THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
<br />STRUCTURES SHOWN ON THESE PIANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE
<br />AVAILABLE CITY OR COUNTY RECORDS. SINCE THE ACTUAL LOCATION AND NATURE OF THE UNDERGROUND
<br />FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN, THE CONTRACTOR IS REQUIRED TO VERIFY
<br />THE INFORMATION THROUGH UNDERGROUND SERVICE ALERT (USA) OR BY CONTACTING THE UTILITY
<br />COMPANIES DIRECTLY, PRIOR TO EXCAVATION.
<br />CVIN GENERAL CONSTRUCTION NOTES:
<br />1. ALL CONDUITS, HANDHOLE/VAULTS AND WARNING SIGNS SHALL BE SUPPLIED BY CVIN. ALL OTHER
<br />MATERIALS INCLUDING CASING, RISERS, ENTRANCE PIPE AND INSIDE RACEWAY SHALL BE SUPPLIED BY
<br />THE CONTRACTOR.
<br />2, ALL CVIN SUPPLIED MATERIAL TO BE PICKED UP BY CONTRACTOR AT CVIN STORAGE YARD AT
<br />1742 W. PINE FRESNO CA 93728, CONTRACTOR TO RETURN ALL EXTRA OR UNUSED MATERIALS
<br />TO CVIN YARD UPON COMPLETION OF THE PROJECT.
<br />3. MATERIAL TO BE INSPECTED BY CONTRACTOR AND CVIN REPRESENTATIVE TO ENSURE QUALITY OF
<br />MATERIALS.
<br />4, CONTRACTOR TO WALK PROJECT AND CONFIRM TRENCH LOCATIONS, BORE LOCATIONS AND
<br />HANDHOLE/MANHOLE LOCATIONS PRIOR TO THE START OF CONSTRUCTION. CONFIRM ANY PROPOSED
<br />CHANGES IN WRITING WITH CVIN REPRESENTATIVE.
<br />5, CONTRACTOR TO INSTALL PER CVIN SPECIFICATIONS AND DETAILS ATTACHED.
<br />6. CVIN REPRESENTATIVE TO BE PRESENT TO INSPECT WORK PERFORMED FOR CVIN AT CALTRANS AND
<br />RAILROAD CROSSINGS.
<br />7. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR TO CLEAN AND PROOF ALL DUCTS TO ENSURE
<br />PROPER INSTALLATION.
<br />8, CONTRACTOR SHALL COUPLE TOGETHER 1.25" SILICORE AND ALL FOUR FUTURE PATH MICRODUCTS
<br />PLACED USING SUPPLIED CONDUIT COUPLERS. TRACER WIRE SHALL BE SPLICED TOGETHER WITH GEL
<br />FILLED WIRE NUT CONNECTORS. SEE HANDHOLE INSTALLATION DETAIL. IN THE EVENT THAT THE
<br />CONDUITS ARE NOT READY TO BE COUPLED TOGETHER, THE CONDUIT ENDS SHALL BE TEMPORARILY
<br />CAPPED UNTIL SUCH TIME WHEN CONDUITS ARE READY TO BE COUPLED TOGETHER.
<br />9, CONTRACTOR SHALL SUPPLY AND INSTALL (1) 16AWG SOLID COPPER TRACER WIRE (RED INSULATION)
<br />WITH 1.25' CONDUIT (IF NOT INCLUDED WITH FUTURE PATH CONDUT). SPLICE AS REQUIRED WITH
<br />GEL -FILLED WIRE NUTS TO ASSURE CONTINUITY.
<br />10, CONTRACTOR SHALL SUPPLY AND INSTALL TRACEABLE MULE TAPE IN 1.25'0 HOPE DUCT CONTINUOUS
<br />FROM FROM BEGINNING TO END. PROVIDE 30' SLACK AT BEGINNING AND END HANDHOLES.
<br />11. WARNING SIGNS AND DECALS SHALL BE SUPPLIED BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF
<br />ALL MID -SPAN CONDUIT SPLICES AS THAT QUANTITY IS NOT ACCOUNTED FOR IN THE BID UNIT
<br />QUANTITY SUMMARY.
<br />12, CONTRACTOR SHALL POST FIBER WARNING SIGNS, EVERY 22640ft IN RURAL AREAS AND 31320ft IN
<br />URBAN AREAS, AT EVERY HANDHOLE, BOTH SIDES OF ROAD CROSSING AND CHANGES IN DIRECTION,
<br />CONDUIT SPLICE LOCATED BETWEEN HANDHOLES (EXCEPT IN SIDEWALKS OR OTHER IMPRACTICAL
<br />URBAN AREAS). MARKERS SHALL BE PLACED IN AS CLOSE PROXIMITY AS POSSIBLE TO PERMANENT
<br />OBJECTS TO PROVIDE PROTECTION, WITHOUT OBSCURING THE MARKER FROM VIEW. MARKERS SHALL
<br />BE ORIENTATED AND PLACED FOR MAXIMUM VISIBILITY. IN RURAL AREAS THE DECAL SHALL FACE
<br />ONCOMING TRAFFIC TO BE VISIBLE TO A DRIVER.
<br />13. CONTRACTOR SHALL PROVIDE COMPLETE AS -BUILT PIANS TO IDENTIFY RUNNING LINE LOCATION.
<br />PROVIDE GPS COORDINATES IN NAD -83 FORMAT, WITH SUB -METER ACCURACY (N000.00000000,
<br />WOGO.00000000) FOR ALL CONDUIT SPLICE POINTS, HANDHOLES, CHANGES IN DIRECTION AND ROAD
<br />CROSSING LOCATIONS, PER CVIN SPECIFICATIONS.
<br />14. CONTRACTOR SHALL PROVIDE CERTIFICATION LETTER STATING THAT ALL CONDUITS AND HANDHOLES
<br />HAVE BEEN INSTALLED, CLEANED AND TESTED PER CVIN SPECIFICATIONS.
<br />15, CONTRACTOR SHALL PROVIDE CERTIFICATION LETTER STATING THAT TRACER WIRE HAS BEEN INSTALLED
<br />PER CVIN SPECIFICATIONS AND TESTED TO CONFIRM CONTINUITY FROM BEGINNING TO END.
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