CONSTRUCTION PLANS FOR - mono.ca.gov · g:\尀㤀㌀ 䈀刀夀䄀一吀屜stock...
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BRIDGEPORT, CALIFORNIA SHEET INDEX BRYANT FIELD AIRPORT MONO COUNTY MARCH 2016 CONSTRUCTION PLANS FOR: APPROVED: DATE: COUNTY OF MONO DESIGNED BY : SET NO. AIP NO. ??_ REALIGNMENT OF STOCK DRIVE Reinard W. Brandley CONSULTING AIRPORT ENGINEER · · APPROVED: DATE:
Transcript of CONSTRUCTION PLANS FOR - mono.ca.gov · g:\尀㤀㌀ 䈀刀夀䄀一吀屜stock...
BRIDGEPORT, CALIFORNIA
SHEET INDEX
BRYANT FIELD AIRPORT
MONO COUNTY
MARCH 2016
CONSTRUCTION PLANS FOR:
APPROVED: DATE:
COUNTY OF MONODESIGNED BY :
SET NO.
AIP NO. ??_
REALIGNMENT OF STOCK DRIVE
Reinard W. BrandleyCONSULTING AIRPORT ENGINEER
· ·
APPROVED: DATE:
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DESIGN ENGINEER C.E. 8044 DATE
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GARRETT HIGERD P.E., ASSISTANT PUBLIC WORKS DIRECTOR
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6125 King Road, Suite 201 · Loomis, California 95650 · (916) 652-4725 Loomis, California 95650 · (916) 652-4725 (916) 652-4725
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Sheet Number
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COVER AND INDEX SHEET
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CONSTRUCTION SAFETY AND PHASING PLAN
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CONSTRUCTION LAYOUT PLAN
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CLEARING AND GRUBBING PLAN
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STOCK DRIVE GRADING PLAN
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STOCK DRIVE - PLAN AND PROFILE
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STOCK DRIVE - DRAINAGE PIPE PLAN AND PROFILE
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%%ULEGEND
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BARRICADE - SEE NOTES
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RUNWAY PROTECTION ZONE
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RIGHT OF WAY
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HAUL ROUTE
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6125 King Road, Suite 201 · Loomis, California 95650 · (916) 652-4725 Loomis, California 95650 · (916) 652-4725 (916) 652-4725
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G:\93 BRYANT\STOCK DRIVE\REVISED LAYOUT\STOCK DRIVE CONST LAYOUT.DWGPLOTTED BY Tom Steinkamp 3/23/2016 3:18 PM PLOTTED BY Tom Steinkamp 3/23/2016 3:18 PM Tom Steinkamp 3/23/2016 3:18 PM 3/23/2016 3:18 PM 3/23/2016 3:18 PM
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RUNWAY 16-34
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%%U VERIFY SCALES
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ORIGINAL DRAWING.
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CONTRACTOR'S STAGING AND TEMPORARY STOCKPILE AREA
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NOTES: 1.CONTRACTOR SHALL DEVELOP AND SUBMIT FOR APPROVAL A BARRICADE AND SIGNAGE CONTRACTOR SHALL DEVELOP AND SUBMIT FOR APPROVAL A BARRICADE AND SIGNAGE PLAN DETAILING THE THE LOCATION AND TYPE OF ALL BARRICADES, DETOURS AND SIGNS IN RELATION TO THE SCHEDULE OF WORK AND CLOSURE OF STOCK DRIVE. BARRICADE AND SIGNAGE PLAN SHALL BE COORDINATED WITH THE RESIDENT ENGINEER AND MONO COUNTY PUBLIC WORKS AND APPROVED PRIOR TO THE START OF ANY WORK. 2.CONTRACTOR SHALL ERECT AND MAINTAIN LIGHTED BARRICADES AT THE BOUNDARY OF CONTRACTOR SHALL ERECT AND MAINTAIN LIGHTED BARRICADES AT THE BOUNDARY OF THE WORK AREA TO KEEP VEHICLES AND PERSONNEL FROM ENTERING THE CONTRACTOR'S WORK AREA. CONTRACTOR SHALL ACCESS THE WORK AREA FROM HIGHWAY 182 AND OLD STOCK DRIVE. 3.CONTRACTOR SHALL PROVIDE A DETAIL BARRICADE PLAN IN ACCORDANCE WITH MONO CONTRACTOR SHALL PROVIDE A DETAIL BARRICADE PLAN IN ACCORDANCE WITH MONO COUNTY STANDARDS AND CALTRANS PRIOR TO START OF ANY WORK. 4.ACCESS TO AND FROM THE AIRPORT ON A CONTROLLED BASIS SHALL BE COORDINATED ACCESS TO AND FROM THE AIRPORT ON A CONTROLLED BASIS SHALL BE COORDINATED WITH THE AIRPORT MANAGER, RESIDENT ENGINEER AND CONTRACTOR. CONTRACTOR SHALL INSTALL AND MAINTAIN THE NECESSARY RAMPS IN ORDER TO PROVIDE ACCESS TO THE AIRPORT ENTRANCE. CLOSURE OF THE ENTRANCE FOR PULVERIZING, EXCAVATION AND PLACEMENT OF NEW SECTION SHALL BE COORDINATED WITH RESIDENT ENGINEER AND POSTED ON THE NECESSARY SIGNAGE AS REQUIRED BY MONO COUNTY PUBLIC WORKS. ACCESS RAMPS SHALL BE IN PLACE AT THE END OF EACH WORKING DAY. 5.IF BRYANT FIELD BECOMES THE STAGING LOCATION FOR A USFS FIRE INCIDENT, THE IF BRYANT FIELD BECOMES THE STAGING LOCATION FOR A USFS FIRE INCIDENT, THE CONTRACTOR SHALL MAINTAIN THE NECESSARY RAMPS AND ACCESS FROM STOCK DRIVE TO THE AIRPORT ENTRANCE FOR ALL APPROVED EMERGENCY VEHICLES AND PERSONNEL. 6.LIGHTED BARRICADES SHALL BE INSTALLED IN FRONT OF ALL OPEN TRENCHES. NO OPEN LIGHTED BARRICADES SHALL BE INSTALLED IN FRONT OF ALL OPEN TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED TO REMAIN OPEN OVERNIGHT. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SECURITY, SAFETY AND CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SECURITY, SAFETY AND CLEANLINESS OF THE CONTRACTOR'S STORAGE AND WORK AREAS AT ALL TIMES. 8.CONTRACTOR SHALL MAINTAIN ALL PAVED ROADS IN THE VICINITY OF THE PROJECT CONTRACTOR SHALL MAINTAIN ALL PAVED ROADS IN THE VICINITY OF THE PROJECT CLEAR OF ALL DEBRIS AT ALL TIMES. CONTRACTOR SHALL NOT USE EXISTING AIRPORT ENTRANCE FOR MATERIALS OR EQUIPMENT DELIVERY. NO EQUIPMENT SHALL BE ALLOWED ON EXISTING AIRPORT APRON, TAXIWAYS OR RUNWAY. 9.ACCESS TO CONTRACTOR'S STORAGE AND STAGING AREA SHALL BE WAY OF EXISTING ACCESS TO CONTRACTOR'S STORAGE AND STAGING AREA SHALL BE WAY OF EXISTING STOCK DRIVE OFF OF HIGHWAY 182 TO A TEMPORARY GATE INSTALLED BY THE CONTRACTOR OUTSIDE OF THE RUNWAY RUNWAY PROTECTION ZONE AS SHOWN ON THE PLANS. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS TO USE AND INSTALL AN APPROVED ENTRANCE GATE WITH LOCK. CONTRACTOR SHALL RESTORE GRADE OF ACCESS ROAD AND STORAGE AREA TO ORIGINAL CONTOUR AT THE END OF THE PROJECT. 10.ALL GATES USED BY THE CONTRACTOR SHALL REMAIN CLOSED EXCEPT DURING ALL GATES USED BY THE CONTRACTOR SHALL REMAIN CLOSED EXCEPT DURING AUTHORIZED CONTRACTOR WORKING HOURS. CONTRACTOR SHALL POST A SIGN READING "CONTRACTORS WORK ENTRANCE ONLY". CONTRACTOR SHALL DIRECT ALL PERSONNEL TO USE THE APPROVED ACCESS ROAD AND ENTRANCE TO THE WORK AREA. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF ENTRANCE DURING CONTRACTORS WORKING HOURS. 11.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING LIGHTED BARRICADES. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING LIGHTED BARRICADES. 12.CONTRACTOR SHALL VERIFY LOCATION AND PROTECT EXISTING UTILITIES. CONTRACTOR SHALL VERIFY LOCATION AND PROTECT EXISTING UTILITIES. 13.SHOULD CONTRACTOR ENCOUNTER AND DAMAGE A WATERLINE, HE SHALL IMMEDIATELY SHOULD CONTRACTOR ENCOUNTER AND DAMAGE A WATERLINE, HE SHALL IMMEDIATELY NOTIFY THE LOCAL FIRE DEPARTMENT. 14.IN CASE OF AN AIRCRAFT EMERGENCY THE AREA AROUND THE AIRCRAFT SHALL BE IN CASE OF AN AIRCRAFT EMERGENCY THE AREA AROUND THE AIRCRAFT SHALL BE EVACUATED AND NOT REENTERED BY THE CONTRACTOR WITHOUT GIVEN PERMISSION EXCEPT FOR LIFE SAVING ACTIVITIES. 15.CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ALL EXISTING SURVEY CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ALL EXISTING SURVEY MONUMENTS AND SHALL REPLACE ANY MONUMENT REMOVED OR DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO OWNER. MONUMENT REPLACEMENT SHALL BE DONE BY A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF CALIFORNIA. 16.CONTRACTOR SHALL BE RESPONSIBLE FOR DUST AND EROSION CONTROL DURING THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST AND EROSION CONTROL DURING THE DURATION OF THE PROJECT. 17.ALL EQUIPMENT OPERATING DURING DAYLIGHT HOURS SHALL BE EQUIPPED WITH AN ALL EQUIPMENT OPERATING DURING DAYLIGHT HOURS SHALL BE EQUIPPED WITH AN ORANGE AND WHITE CHECKERED FLAG OR FLASHING AMBER BEACON. 18.ALL TRASH SHALL BE PLACED IN WASTE CONTAINERS TO PREVENT THE ATTRACTION OF ALL TRASH SHALL BE PLACED IN WASTE CONTAINERS TO PREVENT THE ATTRACTION OF WILDLIFE. WASTE CONTAINERS SHALL BE EQUIPPED WITH LIDS AND SECURED AT ALL TIMES. NO TRASH OR DEBRIS SHALL BE LEFT ON SITE. 19.DURING NON WORKING HOURS, EACH NIGHT AND WEEKEND, ALL CONTRACTORS DURING NON WORKING HOURS, EACH NIGHT AND WEEKEND, ALL CONTRACTORS EQUIPMENT SHALL BE PARKED IN THE DESIGNATED CONTRACTORS STORAGE AND STAGING AREA.
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%%ULEGEND
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6125 King Road, Suite 201 · Loomis, California 95650 · (916) 652-4725 Loomis, California 95650 · (916) 652-4725 (916) 652-4725
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G:\93 BRYANT\STOCK DRIVE\REVISED LAYOUT\STOCK DRIVE CONST LAYOUT.DWGPLOTTED BY Tom Steinkamp 3/23/2016 3:18 PM PLOTTED BY Tom Steinkamp 3/23/2016 3:18 PM Tom Steinkamp 3/23/2016 3:18 PM 3/23/2016 3:18 PM 3/23/2016 3:18 PM
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6125 King Road, Suite 201 · Loomis, California 95650 · (916) 652-4725 Loomis, California 95650 · (916) 652-4725 (916) 652-4725
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PULVERIZE EXISTNG AC AND MIX WITH EXISTING AGGREGATE BASE. EXCAVATE AND REUSE AS ENHANCED SUBGRASE. SEE TYPICAL SECTION
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NOTE: 1.CONTRACTOR SHALL REMOVE ALL SNOW POLES, MARKERS AND SIGNS ALONG THE EXISTING CONTRACTOR SHALL REMOVE ALL SNOW POLES, MARKERS AND SIGNS ALONG THE EXISTING PORTION OF STOCK DRIVE TO BE PULVERIZED AS DIRECTED BY RESIDENT ENGINEER. ALL POSTS, MARKERS AND SIGNS SHALL BE DELIVERED TO COUNTY MAINTENANCE YARD AS DIRECTED BY RESIDENT ENGINEER. 2.LOCATION OF ALL UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO EXCAVATION OF LOCATION OF ALL UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO EXCAVATION OF NEW STOCK DRIVE REALIGNMENT. 3.EXISTING FENCE IS 4 STRAND BARB WIRE FENCE WITH WOOD AND T-POST. EXISTING FENCE EXISTING FENCE IS 4 STRAND BARB WIRE FENCE WITH WOOD AND T-POST. EXISTING FENCE SHALL BE REMOVED AS SHOWN ON THE PLAN AND DISPOSED OF BY CONTRACTOR OFF SITE. 4.EXISTING 42" x 60" CMP SHALL BE REMOVED AND DELIVERED TO MONO COUNTY PUBLIC EXISTING 42" x 60" CMP SHALL BE REMOVED AND DELIVERED TO MONO COUNTY PUBLIC WORKS MAINTENANCE DEPARTMENT. 5.EXISTING WILLOWS ARE LOCATED IN THE EXISTING DRAINAGE SWALE AT THE ENDS OF THE EXISTING WILLOWS ARE LOCATED IN THE EXISTING DRAINAGE SWALE AT THE ENDS OF THE EXISTING DRAINAGE PIPE. WILLOWS, LOCATED IN THE AREA TO BE DISTURBED BY THE CONSTRUCTION AND PLACEMENT OF THE NEW CMP PIPE AND HEADWALLS, SHALL BE REMOVED BY THE CONTRACTOR AND PROTECTED FROM DAMAGE. CONTRACTOR SHALL STORE WILLOWS IN A WET ENVIRONMENT AND REPLANT WILLOWS AFTER NEW CMP DRAINAGE PIPE AND HEADWALLS ARE INSTALLED. 6.EXISTING AC AND AB IN EXISTING STOCK DRIVE SHALL BE PULVERIZED, MIXED TOGETHER, EXISTING AC AND AB IN EXISTING STOCK DRIVE SHALL BE PULVERIZED, MIXED TOGETHER, EXCAVATED AND STOCKPILED AS NEEDED. PULVERIZED MATERIAL SHALL BE USED AS AN ENHANCED SUBGRADE IN NEW STOCK DRIVE REALIGNMENT AND AS REPLACEMENT FOR ANY UNSUITABLE MATERIAL TO BE EXCAVATED. 7.ALL EXISTING MATERIAL EXCAVATED FROM NEW PAVEMENT SECTION SHALL BE PLACED IN ALL EXISTING MATERIAL EXCAVATED FROM NEW PAVEMENT SECTION SHALL BE PLACED IN THE AREA OF THE EXISTING STOCK DRIVE WHERE THE EXISTING PULVERIZED AC AND AB IS EXCAVATED. 8.STRIPPINGS FROM THE NEW STOCK DRIVE REALIGNMENT SHALL BE STOCK PILED AND USED STRIPPINGS FROM THE NEW STOCK DRIVE REALIGNMENT SHALL BE STOCK PILED AND USED IN THE TOP 6" OF THE SHOULDER EMBANKMENTS AND ON TOP OF THE EMBANKMENT PLACED ON THE EXISTING STOCK DRIVE 9.DISTURBED AREAS SHALL BE RESEEDED IN ACCORDANCE WITH MONO COUNTY STANDARDS DISTURBED AREAS SHALL BE RESEEDED IN ACCORDANCE WITH MONO COUNTY STANDARDS AND THE PROJECT STORM WATER POLLUTION PROTECTION PLAN.
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LIMITS OF CLEARING AND GRUBBING
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4" WATER
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8" WATER
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4" WATER
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2" WATER
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4" WATER
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REMOVE EXISTING FIELD GATE, INSTALL EXISTING GATE IN NEW FENCE LINE AS LOCATED BY RESIDENT ENGINEER
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REMOVE EXISTING FENCE
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REMOVE EXISTING FENCE
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6" SEWER
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REMOVE SIGN
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SAW CUT
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SAW CUT
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SAW CUT
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NEW STOCK DRIVE REALIGNMENT SEE SHEET 3 FOR LAYOUT
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REMOVE ALL SNOW POLES, ROAD MARKERS AND SIGNS ALONG EXISTING STOCK DRIVE AS DIRECTED BY RESIDENT ENGINEER AND DELIVER ITEMS UNDAMAGED TO MONO COUNTY MAINTENANCE DEPARTMENT.
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LEGEND
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SAW CUT
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PROTECT HYDRANT AND VALVES FROM DAMAGE
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REMOVE EXISTING 42" x 60" CMP PIPE SEE NOTE 4
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SAW CUT
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REMOVE EXISTING CATTLE GUARD
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ELEC.
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VAULT
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STOCK DRIVE
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COURT STREET
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HIGHWAY 182
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RIGHT OF WAY
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6125 King Road, Suite 201 · Loomis, California 95650 · (916) 652-4725 Loomis, California 95650 · (916) 652-4725 (916) 652-4725
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G:\93 BRYANT\STOCK DRIVE\REVISED LAYOUT\STOCK DRIVE GRADING REV.DWGPLOTTED BY Tom Steinkamp 3/23/2016 3:19 PM PLOTTED BY Tom Steinkamp 3/23/2016 3:19 PM Tom Steinkamp 3/23/2016 3:19 PM 3/23/2016 3:19 PM 3/23/2016 3:19 PM
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L SHAPE HEADWALL
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TYPICAL CALTRANS STD DWG D89
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NOTES: 1.REMOVE EXISTING CATTLE GUARD AT AIRPORT ENTRANCE AND REMOVE EXISTING CATTLE GUARD AT AIRPORT ENTRANCE AND DELIVER TO MONO COUNTY PIBLIC WORKS MAINTENANCE YARD.SAW CUT AND MATCH EXISTING AC PAVEMENT. PLACE NEW PAVEMENT SECTION IN THE AREA OF REMOVED CATTLE GUARD. 2.REMOVE EXISTING AC FROM AIRPORT ENTRANCE AND RESHAPE AND REMOVE EXISTING AC FROM AIRPORT ENTRANCE AND RESHAPE AND RECOMPACT EXISTING AGGREGATE BASE TO ALLOW PLACEMENT OF 3" OF NEW AC PAVEMENT. 3.EXISTING AC AND AB OF EXISTING STOCK DRIVE SHALL BE EXISTING AC AND AB OF EXISTING STOCK DRIVE SHALL BE PULVERIZED AND MIXED,EXCAVATED AND STOCKPILED FOR USE AS ENHANCED SUBGRADE, REPLACEMENT FOR UNSUITABLE SUBGRADE OR SHOULDER EMBANKMENT. EXCAVATED SUBGRADE MATERIAL SHALL BE PLACED IN EXCAVATED AREA AND GRADED TO DRAIN TO EXISTING DRAINAGE DITCH. ALL FINAL SLOPES SHALL BE NO GREATER THAN 5% OR AS DIRECTED BY RESIDENT ENGINEER.
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NEW AC PAVEMENT SECTION
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STATE GRID COORDINATES
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EXISTING PAVEMENT EDGE
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%%ULEGEND
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EXISTING DRAINAGE PIPE
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NEW AC PAVEMENT OVERLAY
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NEW DRAINAGE PIPE
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AND HEADWALL
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6125 King Road, Suite 201 · Loomis, California 95650 · (916) 652-4725 Loomis, California 95650 · (916) 652-4725 (916) 652-4725
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G:\93 BRYANT\STOCK DRIVE\REVISED LAYOUT\STOCK DRIVE PLAN PROFILE REV.DWGPLOTTED BY Tom Steinkamp 3/23/2016 3:19 PM PLOTTED BY Tom Steinkamp 3/23/2016 3:19 PM Tom Steinkamp 3/23/2016 3:19 PM 3/23/2016 3:19 PM 3/23/2016 3:19 PM
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BRIDGEPORTCALIFORNIABRIDGEPORTCALIFORNIACALIFORNIA
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ELEV. 6467.79
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ELEV. 6472.89
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3" BITUMINOUS SURFACE COURSE BITUMINOUS TACK COAT BITUMINOUS PRIME COAT 6" AGGREGATE BASE COURSE 4" ENHNACED SUBGRADE 6" SCARIFY AND RECOMPACT
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REMOVE EXISTING 42" x 60" CMP, L=60'
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%%U VERIFY SCALES
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3" BITUMINOUS SURFACE COURSE BITUMINOUS TACK COAT BITUMINOUS PRIME COAT 6" AGGREGATE BASE COURSE 4" ENHNACED SUBGRADE 6" SCARIFY AND RECOMPACT
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%%UTYPICAL SECTION
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3" BITUMINOUS SURFACE COURSE
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BITUMINOUS TACK COAT
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BITUMINOUS PRIME COAT
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6" AGGREGATE BASE COURSE
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4" PULVERIZED AC & AB
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%%USUBGRADE STABILIZATION SECTION
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12"-24" EXCAVATE AND REPLACE WITH COMPACTED STABLE MATERIAL (AERATED SUBGRADE MATERIALS OR PULVERIZED AC & AB DEPTH AS DETERMINED BY ENGINEER, SEE NOTES)
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GEOGRID TENSAR TRIAX TX140
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OR APPROVED EQUIVALENT
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NOTES: 1.TEST BORINGS HAVE INDICATED SOME VARIATION IN SUBSOIL & SUBGRADE CONDITIONS. BASED ON TEST BORINGS HAVE INDICATED SOME VARIATION IN SUBSOIL & SUBGRADE CONDITIONS. BASED ON THESE BORINGS AND PAST CONSTRUCTION PROJECTS THERE EXISTS A POTENTIAL THAT SOME OF THE SILTY SANDY MATERIALS MAY BE SOFT AND SATURATED. IF THE SUBGRADE BECOMES UNSTABLE THE RESIDENT ENGINEER WILL DETERMINE THE TREATMENT TO BE USED TO STABILIZE THE SUBGRADE. THE SUBGRADE AND SUBSOIL TREATMENTS THAT WILL BE USED WILL BE ONE OF THE FOLLOWING: A)SUBGRADE & SUBSOILS STABLE - SCARIFY AND RECOMPACT 6 INCHES OF SUBGRADE TO 95% SUBGRADE & SUBSOILS STABLE - SCARIFY AND RECOMPACT 6 INCHES OF SUBGRADE TO 95% RELATIVE COMPACTION. B)SUBGRADE AND SUBSOILS UNSTABLE - EXCAVATE UNSTABLE SOILS TO DEPTHS OF 1 TO 3 SUBGRADE AND SUBSOILS UNSTABLE - EXCAVATE UNSTABLE SOILS TO DEPTHS OF 1 TO 3 FEET, AERATE AND DRY EXCAVATED SOILS, REPLACE DRIED SOILS AND COMPACT TO 95% RELATIVE COMPACTION (PAYMENT WILL BE MADE UNDER UNCLASSIFIED EXCAVATION FOR THIS TREATMENT, IF NEEDED) C)SUBGRADE AND SUBSOILS UNSTABLE - EXCAVATE UNSTABLE SOILS UP TO A DEPTH OF 2 FEET, SUBGRADE AND SUBSOILS UNSTABLE - EXCAVATE UNSTABLE SOILS UP TO A DEPTH OF 2 FEET, PLACE TENSAR TRIAX TX140 FABRIC, HAUL, PLACE, AND COMPACT EXCESS PULVERIZED MATERIALS REMOVED FROM EXISTING STOCK DRIVE, AND COMPACT TO 95% RELATIVE COMPACTION (PAYMENT WILL BE MADE UNDER THE UNCLASSIFIED EXCAVATION ITEM AND THE PLACEMENT AND COMPACTION OF PULVERIZED AC AND AB AND TENSAR FABRIC) D)UNSTABLE SUBGRADE - STOP ALL WORK IN UNSTABLE AREA. ROLL SUBGRADE WITH SCRAPERS UNSTABLE SUBGRADE - STOP ALL WORK IN UNSTABLE AREA. ROLL SUBGRADE WITH SCRAPERS OR ROLLERS, AS DIRECTED, UNTIL SECTION WEAVES UNDER LOAD. AT THAT TIME CEASE ALL WORK IN THE AREA FOR 24 HOURS, THEN REPEAT UNTIL SUBGRADE IS STABLE UNDER ALL LOADS. (PAYMENT FOR THIS WORK SHALL BE MADE ON A TIME AND MATERIALS BASIS BASED ONLY ON EQUIPMENT AND MATERIALS USED. THERE WILL BE NO PAYMENT FOR TIME LOST OR OTHER DELAYS.) E)AN APPROPRIATE TIME EXTENSION WILL BE MADE FOR ANY EXTRA WORK.AN APPROPRIATE TIME EXTENSION WILL BE MADE FOR ANY EXTRA WORK.
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PVI ELEV. 6469.08
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TYP.
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PVI ELEV. 6471.03
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AIRPORT ENTRANCE SEE NOTES
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NOTES: 1.REMOVE EXISTING CATTLE GUARD AND DELIVER TO MONO COUNTY PUBLIC WORKS MAINTENANCE YARD. REMOVE EXISTING CATTLE GUARD AND DELIVER TO MONO COUNTY PUBLIC WORKS MAINTENANCE YARD. 2.SAW CUT EXISTING PAVEMENT AT MATCH POINT. SAW CUT EXISTING PAVEMENT AT MATCH POINT. 3.GRIND AND REMOVE EXISTING AIRPORT ENTRANCE AC PAVEMENT. REGRADE EXISTING AGGREGATE BASE TO ALLOW GRIND AND REMOVE EXISTING AIRPORT ENTRANCE AC PAVEMENT. REGRADE EXISTING AGGREGATE BASE TO ALLOW MINIMUM OF 3" OF NEW AC PAVEMENT TO BE INSTALLED.
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STOCK DRIVE
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AND HEADWALL
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6125 King Road, Suite 201 · Loomis, California 95650 · (916) 652-4725 Loomis, California 95650 · (916) 652-4725 (916) 652-4725
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G:\93 BRYANT\STOCK DRIVE\REVISED LAYOUT\STOCK DRIVE PLAN PROFILE REV.DWGPLOTTED BY Tom Steinkamp 3/23/2016 3:19 PM PLOTTED BY Tom Steinkamp 3/23/2016 3:19 PM Tom Steinkamp 3/23/2016 3:19 PM 3/23/2016 3:19 PM 3/23/2016 3:19 PM
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NEW 42" x 60" CMP, L=60'
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STA. 2+11.54
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REMOVE EXISTING 42" x 60" CMP, L=60'
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NEW 42" x 60" CMP L=60' S=1.20%
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REMOVE EXISTING 42" x 60" CMP, L=60'
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NEW INV. 6465.60
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NEW INV. 6464.88
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NEW 42" x 60" CMP L = 60' S = 1.20 %
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INV. 6464.88
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NEW INV. 6465.60
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%%UPLAN
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%%UPROFILE
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6" AGGREGATE BASE
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4" PULVERIZED AC AND AB
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BACKFILL WITH NATIVE SOIL
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COMPACTED TO 95% OF DRY
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DENSITY OR, SLURRY SAND-CEMENT.
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(1 SACK OF CEMENT/CU.YD.)
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3/8" MAX. SIZE GRANULAR
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MATERIAL BEDDING.
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UNDER PAVEMENT & 10' BEYOND
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10' BEYOND PAVEMENT
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%%UTYPICAL PIPE TRENCH DETAIL
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NO SCALE
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3" BITUMINOUS PAVEMENT
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PIPE SIZE AS SHOWN
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12" MIN. TOP SOIL, DISC TOP 6"
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NO SLURRY
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BACKFILL WITH NATIVE SOIL
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COMPACTED TO 95% OF DRY
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DENSITY OR, SLURRY SAND-CEMENT.
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(1 SACK OF CEMENT/CU.YD.)
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CENTERLINE NEW STOCK DRIVE
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STA. 25+60.21
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CENTERLINE STOCK DRIVE
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%%U VERIFY SCALES
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BAR IS ONE INCH ON
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ORIGINAL DRAWING.
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1"
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BEGIN NEW CMP
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STA. 2+43.85
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NEW L SHAPED HEADWALL
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END NEW CMP
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NEW L SHAPED HEADWALL
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COMM LINE LOCATED 9'-4" BELOW CMP
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COURT STREET
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HIGHWAY 182
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STOCK DRIVE
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NOTE: 1.EXISTING 42" x 60" CMP SHALL BE REMOVED AND DELIVERED TO MONO COUNTY PUBLIC EXISTING 42" x 60" CMP SHALL BE REMOVED AND DELIVERED TO MONO COUNTY PUBLIC WORKS MAINTENANCE DEPARTMENT YARD. 2.EXISTING WILLOWS ARE LOCATED IN THE EXISTING DRAINAGE SWALE AT THE ENDS OF THE EXISTING WILLOWS ARE LOCATED IN THE EXISTING DRAINAGE SWALE AT THE ENDS OF THE EXISTING DRAINAGE PIPE. WILLOWS, LOCATED IN THE AREA TO BE DISTURBED BY THE CONSTRUCTION AND PLACEMENT OF THE NEW CMP PIPE AND HEADWALLS, SHALL BE REMOVED BY THE CONTRACTOR AND PROTECTED FROM DAMAGE. CONTRACTOR SHALL STORE WILLOWS IN A WET ENVIRONMENT AND REPLANT WILLOWS AFTER NEW CMP DRAINAGE PIPE AND HEADWALLS ARE INSTALLED. 3.NEW L SHAPED HEADWALL SHALL CONFORM TO CALTRANS STANDARD DRAWING D89.NEW L SHAPED HEADWALL SHALL CONFORM TO CALTRANS STANDARD DRAWING D89.
TASDB
93.06STOCK DRIVE GRADING REV
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NEW PAVEMENT EDGE
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EXISTING PAVEMENT EDGE
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EXISTING FENCE LINE
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NEW FENCE LINE
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(ZINC COATED) TYPICAL.
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ASW GAGE WITH 4 POINT BARBS
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2 STRAND NO. 9 SMOOTH
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6125 King Road, Suite 201 · Loomis, California 95650 · (916) 652-4725 Loomis, California 95650 · (916) 652-4725 (916) 652-4725
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G:\93 BRYANT\STOCK DRIVE\REVISED LAYOUT\STOCK DRIVE GRADING REV.DWGPLOTTED BY Tom Steinkamp 3/30/2016 11:55 AM PLOTTED BY Tom Steinkamp 3/30/2016 11:55 AM Tom Steinkamp 3/30/2016 11:55 AM 3/30/2016 11:55 AM 3/30/2016 11:55 AM
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BRIDGEPORTCALIFORNIABRIDGEPORTCALIFORNIACALIFORNIA
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END NEW FENCE
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NOTE: 1.CONTRACTOR WILL REMOVE ALL SNOW POLES, MARKERS AND SIGNS ALONG THE EXISTING CONTRACTOR WILL REMOVE ALL SNOW POLES, MARKERS AND SIGNS ALONG THE EXISTING PORTION OF STOCK DRIVE TO BE PULVERIZED AS DIRECTED BY RESIDENT ENGINEER. ALL POSTS, MARKERS AND SIGNS SHALL BE DELIVERED TO COUNTY MAINTENANCE YARD AS DIRECTED BY RESIDENT ENGINEER. 2.LOCATION OF ALL UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO EXCAVATION OF LOCATION OF ALL UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO EXCAVATION OF NEW STOCK DRIVE REALIGNMENT. 3.NEW FENCE SHALL BE 4 STRAND BARB WIRE WITH NEW T-POSTS AT MINIMUM OF TEN FEET NEW FENCE SHALL BE 4 STRAND BARB WIRE WITH NEW T-POSTS AT MINIMUM OF TEN FEET O.C. IN ACCORDANCE WITH MONO COUNTY STANDARDS. 4.EXISTING FIELD GATE TO BE REMOVED SHALL BE PROTECTED FROM DAMAGE AND RELOCATED EXISTING FIELD GATE TO BE REMOVED SHALL BE PROTECTED FROM DAMAGE AND RELOCATED TO NEW LOCATION AS VERIFIED BY RESIDENT ENGINEER AND MONO COUNTY PUBLIC WORKS. RELOCATED GATE SHALL BE MOUNTED ON NEW GATE POST AND LATCH POST. 5.NEW STOP SIGN AND STOP MARKING SHALL BE INSTALLED IN ACCORDANCE WITH MONO NEW STOP SIGN AND STOP MARKING SHALL BE INSTALLED IN ACCORDANCE WITH MONO COUNTY STANDARD DRAWINGS.
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%%U VERIFY SCALES
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BAR IS ONE INCH ON
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1"
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BEGIN NEW FENCE SEE DETAIL BELOW
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NEW 4" EDGE MARKING
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NEW 12" WIDE STOP BAR AND LEGEND
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INSTALL NEW STOP SIGN
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NEW 4" CENTERLINE MARKING
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REMOVE EXISTING FIELD GATE, INSTALL EXISTING GATE IN NEW FENCE LINE AS LOCATED BY RESIDENT ENGINEER
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END NEW FENCE TIE TO EXISTING FENCE
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ELEC.
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VAULT
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BEGIN NEW FENCE TIE TO EXISTING FENCE
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EXISTING COMM LINE
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PROTECT FROM DAMAGE
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TEL
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MATCH LINE STA. 21+00 SEE ABOVE
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LEGEND
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REMOVE EXISTING CATTLE GUARD
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STOCK DRIVE
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STOCK DRIVE
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COURT STREET
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HIGHWAY 182
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%%UCLASS 'D' 4 STRAND BARBWIRE FENCE WITH STEEL POST DETAIL
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NO SCALE
