|
A
<br />C
<br />0
<br />E
<br />F
<br />0
<br />0
<br />0
<br />n
<br />0
<br />0
<br />to
<br />C
<br />0
<br />0
<br />0
<br />o
<br />0
<br />II _
<br />0
<br />N
<br />0
<br />0
<br />C
<br />0
<br />II
<br />o
<br />0
<br />0
<br />0
<br />C
<br />0
<br />II
<br />0
<br />r
<br />0
<br />0
<br />n
<br />r_
<br />Cr Cr
<br />0
<br />co
<br />to
<br />0
<br />0
<br />C
<br />0 00
<br />n
<br />a�
<br />Q
<br />0
<br />1 2 5 6 7 8 9
<br />0I SOLICITATION SET 15 OCT 2021
<br />NO REVISIONS DATE
<br />CONSTRUCTION NOTES
<br />1. ALL OFF-SITE CONSTRUCTION MATERIAL AND METHODS SHALL COMPLY WITH
<br />THE WITH THE LATEST EDITION OF THE CITY OF STOCKTON AND SAN JOAQUIN
<br />COUNTY STANDARD PLANS & SPECIFICATIONS AND THE LATEST CALTRANS
<br />STANDARD SPECIFICATIONS. ON-SITE WORK SHALL COMPLY WITH VA USACE
<br />REQUIREMENTS AND PROJECT SPECIFICATIONS.
<br />2. CONTRACTOR SHALL LEAVE AN EMERGENCY PHONE NUMBER WITH THE POLICE
<br />AND FIRE DEPARTMENTS.
<br />3. CONTRACTOR SHALL POST ON THE SITE, EMERGENCY TELEPHONE NUMBERS FOR
<br />PUBLIC WORKS, AMBULANCE, POLICE, AND FIRE DEPARTMENTS.
<br />4. CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY OWNERS 48
<br />HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY UNLESS
<br />AN EXCAVATION PERMIT SPECIFIES OTHERWISE.
<br />5. NOT USED.
<br />6. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT U.S.A. 811
<br />FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING WORK TO HAVE THE LOCATION
<br />OF EXISTING UNDERGROUND UTILITIES MARKED. IT SHALL BE THE
<br />RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY, LOCATE, AND PROTECT ALL
<br />UNDERGROUND FACILITIES.
<br />7. THE CONTRACTOR SHALL HIRE A STREET CLEANING CONTRACTOR TO CLEAN UP
<br />DIRT AND DEBRIS FROM CITY STREETS THAT ARE ATTRIBUTABLE TO THE
<br />DEVELOPMENT'S CONSTRUCTION ACTIVITIES.
<br />8. ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH
<br />THE STANDARDS ESTABLISHED BY THE AIR QUALITY MAINTENANCE DISTRICT FOR
<br />AIRBORNE PARTICULATES (DUST).
<br />9. ALL GRADING SHALL CONFORM TO APPROVED SPECIFICATIONS PRESENTED
<br />HEREON OR ATTACHED HERETO. ALL GRADING WORK SHALL BE OBSERVED AND
<br />APPROVED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL BE NOTIFIED
<br />AT LEAST 48 HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND
<br />UNAPPROVED GRADING WORK SHALL BE REMOVED AND REDONE AT THE
<br />CONTRACTORS EXPENSE.
<br />10. ALL MATERIALS, REQUIRED FOR THE COMPLETE EXECUTION OF THE PROJECT,
<br />SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE
<br />NOTED.
<br />11. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN
<br />OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY DURING THE
<br />CONSTRUCTION PERIOD.
<br />12. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ANY
<br />EXISTING IMPROVEMENTS OF UNDERGROUND FACILITIES DAMAGED DURING THE
<br />CONSTRUCTION PERIOD.
<br />13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL ENCROACHMENT,
<br />EXCAVATION, CONCRETE, ELECTRICAL, PLUMBING, ETC. PERMITS NECESSARY
<br />PRIOR TO BEGINNING CONSTRUCTION FOR ANY WORK.
<br />14. THE CONTRACTOR SHALL HAVE A SUPERINTENDENT OR REPRESENTATIVE ON
<br />SITE AT ALL TIMES DURING CONSTRUCTION.
<br />15. STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT ON CITY STREETS WILL
<br />NOT BE PERMITTED.
<br />16. CONSTRUCTION EQUIPMENT SHALL BE PROPERLY MUFFLED. UNNECESSARY
<br />IDLING OF GRADING CONSTRUCTION EQUIPMENT IS PROHIBITED.
<br />17. CONSTRUCTION EQUIPMENT, TOOLS, ETC. SHALL NOT BE CLEANED OR RINSED
<br />INTO A STREET, GUTTER OR STORM DRAIN.
<br />18. A CONTAINED AND COVERED AREA ON-SITE SHALL BE USED FOR STORAGE OF
<br />CEMENT BAGS, PAINTS, FLAMMABLE, OILS, FERTILIZERS, PESTICIDES, OR ANY
<br />OTHER MATERIALS THAT HAVE POTENTIAL FOR BEING DISCHARGED TO THE
<br />STORM DRAIN SYSTEM BY WIND OR IN THE EVENT OF A MATERIAL SPILL.
<br />19. ALL CONSTRUCTION DEBRIS SHALL BE GATHERED ON A REGULAR BASIS AND
<br />PLACED IN A DUMPSTER WHICH IS EMPTIED OR REMOVED WEEKLY. WHEN
<br />FEASIBLE, TARPS SHALL BE USED ON THE GROUND TO COLLECT FALLEN
<br />DEBRIS OR SPLATTERS THAT COULD CONTRIBUTE TO STORMWATER POLLUTION.
<br />20. ANY TEMPORARY ON-SITE CONSTRUCTION PILES SHALL BE SECURELY COVERED
<br />WITH A TARP OR OTHER DEVICE TO CONTAIN DEBRIS.
<br />21. CONCRETE TRUCKS AND CONCRETE FINISHING OPERATIONS SHALL NOT
<br />DISCHARGE WASH WATER INTO THE STREET GUTTERS OR DRAINS.
<br />BASIS OF BEARINGS
<br />THE GRID BEARING OF NORTH 27"18'18" EAST FOR THE LINE BETWEEN
<br />POINT "COS 1047" & POINT "KSN BASE", BASED ON THE NORTH
<br />AMERICAN DATUM OF 1983 (NAD83), (EPOCH DATE 1991.35), AS
<br />SHOWN ON THAT MAP FILE FOR RECORD AT BOOK 37 OF SURVEYS AT
<br />PAGE 11 1, SAN JOAQUIN COUNTY RECORDS, WAS USED AS THE BASIS
<br />OF BEARINGS SHOWN HEREON THIS SURVEY.
<br />CONTRACTOR RESPONSIBILITY
<br />CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br />FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY,
<br />DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS
<br />REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
<br />HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE
<br />ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
<br />WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
<br />FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />DISCREPANCIES
<br />IF THERE ARE ANY
<br />DISCREPANCIES
<br />BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING
<br />CONDITIONS WHICH
<br />WILL
<br />AFFECT THE
<br />WORK, THE CONTRACTOR SHALL BRING SUCH
<br />DISCREPANCIES TO
<br />THE
<br />ATTENTION
<br />OF THE ENGINEER FOR ADJUSTMENT BEFORE
<br />PROCEEDING WITH
<br />THIS
<br />WORK. THE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR THE
<br />PROPER FITTING OF ALL
<br />WORK AND
<br />FOR THE COORDINATION OF ALL TRADES,
<br />SUBCONTRACTORS,
<br />AND
<br />PERSONS
<br />ENGAGED UPON THIS CONTRACT.
<br />GENERAL SITE NOTES
<br />1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING ON THIS WORK AND
<br />CONSIDER THE EXISTING CONDITIONS AND SITE CONSTRAINTS IN THE BID.
<br />CONTRACTOR SHALL BE IN THE POSSESSION OF AND FAMILIAR WITH ALL
<br />APPLICABLE GOVERNING AGENCIES STANDARD DETAILS AND SPECIFICATIONS PRIOR
<br />TO SUBMITTING OF A BID.
<br />2. ALL WORK ON-SITE AND IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO ALL
<br />APPLICABLE GOVERNING AGENCIES STANDARD DETAILS & SPECIFICATIONS.
<br />3. PRIOR TO BEGINNING WORK, AND AFTER INITIAL HORIZONTAL CONTROL STAKING,
<br />CONTRACTOR SHALL FIELD CHECK ALL ELEVATIONS MARKED WITH (E) AND REPORT
<br />ANY DISCREPANCIES GREATER THAN 0.05' TO THE ENGINEER.
<br />4. DAMAGE TO ANY EXISTING SITE IMPROVEMENTS, UTILITIES AND/OR SERVICES TO
<br />REMAIN SHALL BE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL
<br />REPAIR AND/OR REPLACE IN KIND.
<br />5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br />FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
<br />PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS
<br />REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
<br />WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD
<br />THE CLIENT, THE CONSULTING ENGINEER AND THE CITY HARMLESS FROM ANY AND
<br />ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
<br />WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
<br />NEGLIGENCE OF THE CLIENT OR THE CONSULTING ENGINEER.
<br />PROJECT SITE MAINTENANCE
<br />1. REMOVE ALL DIRT, GRAVEL, RUBBISH, REFUSE, AND GREEN WASTE FROM STREET
<br />PAVEMENT AND STORM DRAINS ADJOINING THE SITE. LIMIT CONSTRUCTION ACCESS
<br />ROUTES ONTO THE SITE AND PLACE GRAVEL PADS AT THESE LOCATIONS. DO NOT
<br />DRIVE VEHICLES AND EQUIPMENT OFF THE PAVED OR GRAVELED AREAS DURING WET
<br />WEATHER.
<br />2. SWEEP OR VACUUM THE STREET PAVEMENT AND SIDEWALKS ADJOINING THE
<br />PROJECT SITE AND THE ON-SITE PAVED AREAS ON A DAILY BASIS. SCRAPE
<br />CAKED -ON MUD AND DIRT FROM THESE AREAS BEFORE SWEEPING. CORNERS AND
<br />HARD TO REACH AREAS SHALL BE SWEPT MANUALLY.
<br />3. CREATE A CONTAINED AND COVERED AREA ON THE SITE FOR THE STORAGE OF
<br />BAGS, CEMENT, PAINTS, OILS, FERTILIZERS, PESTICIDES, OR OTHER MATERIALS USED
<br />ON THE SITE THAT HAVE THE POTENTIAL OF BEING DISCHARGED INTO THE STORM
<br />DRAIN SYSTEM THROUGH EITHER BEING WIND-BLOWN OR IN THE EVENT OF A
<br />MATERIAL SPILL.
<br />4. NEVER CLEAN MACHINERY, EQUIPMENT OR TOOLS INTO A STREET, GUTTER OR
<br />STORM DRAIN.
<br />5. ENSURE THAT CEMENT TRUCKS, PAINTERS, OR STUCCO/PLASTER FINISHING
<br />CONTRACTORS DO NOT DISCHARGE WASH WATER FROM EQUIPMENT, TOOLS OR
<br />RINSE CONTAINERS INTO GUTTERS OR DRAINS.
<br />M : WOM901101;T_lyzfl M7MI1=
<br />THE CONTRACTOR SHALL KEEP UP-TO-DATE AND ACCURATE A COMPLETE RECORD
<br />SET OF PRINTS OF THE CONTRACT DRAWINGS SHOWING EVERY CHANGE FROM THE
<br />ORIGINAL DRAWINGS MADE DURING THE COURSE OF CONSTRUCTION INCLUDING EXACT
<br />FINAL LOCATION, ELEVATION, SIZES, MATERIALS, AND DESCRIPTION OF ALL WORK.
<br />RECORDS SHALL BE "REDLINED" ON A SET OF CONSTRUCTION PLAN DRAWINGS. A
<br />COMPLETE SET OF CORRECTED AND COMPLETED RECORD DRAWING PRINTS SHALL BE
<br />SUBMITTED TO THE CITY ENGINEER AND DEVELOPER'S CIVIL ENGINEER PRIOR TO FINAL
<br />ACCEPTANCE FOR REVIEW AND APPROVAL BY THE CITY ENGINEER.
<br />EARTHWORK NOTE
<br />IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE ALL MATERIAL AND LABOR
<br />REQUIRED WITHIN THE BID PRICE, FOR EARTHWORK CONSTRUCTION, TO CARRY OUT THE
<br />CUT/FILL AND/OR IMPORT/EXPORT AS NECESSARY TO MEET THE DESIGN GRADES SHOWN
<br />ON THE PLANS. CONTRACTOR IS TO DELIVER TO OWNER THE PROJECT IN A COMPLETE
<br />AND OPERATIONAL MANNER. EARTHWORK QUANTITIES SHOWN ON THE PLANS OR
<br />REPRESENTED BY THE ENGINEER ARE APPROXIMATE AND ARE FOR GRADING PERMIT
<br />APPROVAL ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ANY INVESTIGATION OR STUDIES
<br />THAT ARE REQUIRED BY THE CONTRACTOR TO SATISFY THIS REQUIREMENT. NO ADDITIONAL
<br />COMPENSATION SHALL BE PAID FOR SAID CUT/FILL AND/OR IMPORT/EXPORT.
<br />CONSULTANTS: CONSULTANT: ARCHITECTS/ENGINEERS:
<br />ARCHITECTURE/ MECHANICALIELECTRICAL/ CIVIL t SURVEYOR: FIRE PROTECTION: • DATE 10/14 2021
<br />INTERIOR DESIGN/ PLUMBING:
<br />SECURITY/SIGNAGE/ Sands Jenson Hughes Inc. Q�pF ESSlpN�
<br />COMMUNICATIONS/ Gayner Engineers 636 9th Street 2950 Buskirk Avenue, Ste. 225 ��� �p . KU
<br />MEDICAL EQUIPMENTIMASTER PLAN 1133 Post Street Oakland, CA 94607 Walnut Creek, CA 94597• BUILD ON.
<br />LANDSCAPE/ San Francisco,CA 94109 C-, v
<br />ENVIRONMENTAL SANDISMEi No. 70870
<br />r
<br />ASSESSMENT: STRUCTURAL: GEOTECHNICAL COST ESTIMATING: F)l
<br />• Exp. 6!34123
<br />Degenkolb Engineers Allegiance GroupAECOM ��q Cl �Q
<br />HDR Architecture, Inc. 375 Beale Street, Suite 500 4321 SW Corbett #200 300 California Street, Suite 400 A N D I I
<br />CAL
<br />201 California Street, Suite 1500 San Francisco,CA 94105 Portland, OR 97239 San Francisco, CA 94104 R.C.E. NO. 70870, EXPIRES - 0-23
<br />San Francisco, CA 94111
<br />2
<br />3
<br />4
<br />5
<br />Ix,
<br />ABAAS NOTES
<br />I. ALL SITE WORK SHALL BE IN CONFORMANCE WITH THE UNIFORM FEDERAL
<br />ACCESSIBILITY STANDARDS EXCEPT AS MODIFIED BY THE DEPARTMENT OF
<br />VETERANS AFFAIRS BARRIER FREE DESIGN GUIDE (PG -18-13).
<br />2. CURB RAMPS SHALL BE A MINIMUM OF 4 FEET WIDE AND NOT EXCEED
<br />A SLOPE OF 1:20 (5%).
<br />J. ENTRANCE RAMPS TO BUILDINGS SHALL NOT EXCEED A SLOPE OF
<br />1:33.3 (3%) UNLESS RAILINGS ARE SHOWN ON ARCHITECTURAL PLANS,
<br />IN WHICH CASE THE SLOPE SHALL NOT EXCEED 1:20 (5%).
<br />4. A 2% MAXIMUM SLOPE LANDING SHALL BE PROVIDED AT PRIMARY
<br />ENTRANCES TO BUILDINGS, THE LANDINGS SHALL HAVE A MINIMUM
<br />WIDTH OF 72" WHEN THE DOOR OPENS INTO THE BUILDING. WHEN
<br />THE DOOR OPENS ONTO THE LANDING THE DEPTH SHALL BE 42"
<br />PLUS THE WIDTH OF THE DOOR MINIMUM.
<br />5. RAMPS ARE DEFINED AS ANY WALKWAY BETWEEN SLOPES OF 1:33.3
<br />(3%) AND 1:20 (5%), AND SHALL HAVE A MAXIMUM CROSS SLOPE OF
<br />2%. RAMPS SHALL HAVE INTERMEDIATE (2% MAXIMUM SLOPE) LANDINGS
<br />A MINIMUM OF 60" BY 48" IN SIZE. LANDINGS SHALL BE EVERY 35
<br />FEET FOR RAMPS BETWEEN 1:33.3 AND 1:20. ALL RAMPS SHALL
<br />HAVE HANDRAILS.
<br />6. MAXIMUM CROSS SLOPE ON ANY SIDEWALK OR RAMP SHALL BE 2%
<br />MAXIMUM. SLOPE WITHIN PARKING STALLS DESIGNATED AS ACCESSIBLE
<br />PARKING SHALL BE 2% IN ANY DIRECTION.
<br />7 SIDEWALKS WILL BE 5.0' MINIMUM.
<br />UNDERGROUND WORK CAUTION
<br />CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR
<br />LOCATION OF UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR
<br />TO COMMENCEMENT OF CONSTRUCTION. FOR NORTHERN CALIFORNIA
<br />DIAL 811 OR (800) 227-2600. FOR OTHER AREAS CALL (800)
<br />642-2444. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES
<br />PRIOR TO BEGINNING ANY WORK ON THIS SITE.
<br />In 000ME1MI_1M5
<br />ELEVATIONS FOR THIS SURVEY ARE BASED ON THE NAVD88
<br />VERTICAL DATUM (GEOID 12B) AND WERE DETERMINED BY GLOBAL
<br />NAVIGATION SATELITE SYSTEM SURVEY METHODS UTILIZING STATIC
<br />GPS OBSERVATIONS AND PROCESSED THROUGH THE ONLINE
<br />POSITIONING USER SERVICE (OPUS) PROVIDED BY THE NATIONAL
<br />GEODETIC SURVEY (NGS) IN ACCORDANCE WITH THE REQUIREMENTS
<br />OF THE UNITED STATES ARMY CORPS OF ENGINEERS (USACE)
<br />ENGINEERING AND DESIGN MANUAL (EM) 1110-2-6056. SITE
<br />BENCHMARK IS A MAG NAIL WITH ALUMINUM DISK SET IN THE
<br />PAVEMENT ON THE EAST SIDE OF MANTHEY ROAD.
<br />ELEVATION = 16.600
<br />DUST CONTROL NOTES
<br />1. WATER TRUCKS SHALL BE PRESENT AND IN USE AT THE
<br />CONSTRUCTION SITE. ALL PORTIONS OF THE SITE SUBJECT TO
<br />BLOWING DUST SHALL BE WATERED AS OFTEN AS DEEMED
<br />NECESSARY BY THE CLIENT/INSPECTOR IN ORDER TO INSURE
<br />PROPER CONTROL OF BLOWING DUST FOR THE DURATION OF
<br />THE PROJECT.
<br />2. ALL PUBLIC STREETS AND MEDIANS SOILED OR LITTERED DUE
<br />TO THIS CONSTRUCTION ACTIVITY SHALL BE CLEANED AND
<br />SWEPT ON A DAILY BASIS DURING THE WORK WEEK, OR AS
<br />OFTEN AS DEEMED NECESSARY BY THE CONTRACTING
<br />OFFICER'S REPRESENTATIVE.
<br />3. ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE
<br />MATERIALS SHALL BE COVERED WITH TARPAULINS OR OTHER
<br />EFFECTIVE COVERS.
<br />4. WHEEL WASHERS SHALL BE INSTALLED AND USED TO CLEAN
<br />ALL TRUCKS AND EQUIPMENT LEAVING THE CONSTRUCTION
<br />SITE. IF WHEEL WASHERS CANNOT BE INSTALLED, TIRES OR
<br />TRACKS OF ALL TRUCKS AND EQUIPMENT SHALL BE WASHED
<br />OFF BEFORE LEAVING THE CONSTRUCTION SITE.
<br />5. THE CONTRACTOR SHALL DEMONSTRATE DUST SUPPRESSION
<br />MEASURES, SUCH AS REGULAR WATERING, WHICH SHALL BE
<br />IMPLEMENTED TO REDUCE EMISSIONS DURING CONSTRUCTION
<br />AND GRADING IN A MANNER MEETING THE APPROVAL OF THE
<br />CONSTRUCTION MANAGER. THIS SHALL ASSIST IN REDUCING
<br />SHORT-TERM IMPACTS FROM PARTICLES WHICH COULD
<br />RESULT IN NUISANCES THAT ARE PROHIBITED BY RULE 403
<br />(FUGITIVE DUST).
<br />6. GRADING OR ANY OTHER OPERATIONS THAT CREATES DUST
<br />SHALL BE STOPPED IMMEDIATELY IF DUST AFFECTS ADJACENT
<br />PROPERTIES. THE CONTRACTOR SHALL PROVIDE SUFFICIENT
<br />DUST CONTROL FOR THE ENTIRE PROJECT SITE IN
<br />ACCORDANCE WITH THE PROJECT SWPPP (IF ONE EXISTS) OR
<br />AS APPLICABLE PER LOCAL REGULATIONS AT ALL TIMES. THE
<br />SITE SHALL BE SPRINKLERED AS NECESSARY TO PREVENT
<br />DUST NUISANCE. IN THE EVENT THAT THE CONTRACTOR
<br />NEGLECTS TO USE ADEQUATE MEASURES TO CONTROL DUST,
<br />THE CLIENT RESERVES THE RIGHT TO TAKE WHATEVER
<br />MEASURES ARE NECESSARY TO CONTROL DUST AND CHARGE
<br />THE COST TO THE CONTRACTOR.
<br />7. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL
<br />MEASURES AND FOR OBTAINING ALL REQUIRED PERMITS AND
<br />APPROVALS. ALL GRADING OPERATIONS SHALL BE SUSPENDED
<br />DURING SECOND (OR WORSE) STAGE SMOG ALERTS.
<br />STORM DRAIN NOTES
<br />1. PRIVATE STORM DRAIN LINE 4 -INCH THROUGH 12 -INCH WITH A
<br />MINIMUM OF TWO (2) FEET OF COVER IN NON -TRAFFIC AREAS
<br />SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 GREEN PIPE AND
<br />SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION D
<br />3034-73 WITH BELLS AND SPIGOT CONNECTIONS. ALL DIRECTION
<br />CHANGES SHALL BE MADE WITH WYE CONNECTIONS, 22.5' ELBOWS,
<br />45° ELBOWS OR LONG SWEEP ELBOWS, 90` ELBOWS AND TEE'S
<br />ARE PROHIBITED.
<br />2. PRIVATE STORM DRAIN LINE 6 -INCH THROUGH 12 -INCH WITH A
<br />MINIMUM OF THREE (3) FEET OF COVER IN VEHICULAR TRAFFIC
<br />AREAS SHALL BE POLYVINYL CHLORIDE (PVC) C900, RATED FOR
<br />200 PSI CLASS PIPE. PROVIDE AND INSTALL "STORM DRAIN"
<br />MARKER TAPE FOR THE ENTIRE LENGTH OF PIPE TRENCH, ALL
<br />DIRECTION CHANGES SHALL BE MADE WITH WYE CONNECTIONS,
<br />OBTUSE ELBOWS OR LONG SWEEP ELBOWS, 90° ELBOWS AND
<br />TEE'S ARE PROHIBITED.
<br />3. ALL AREA DRAINS AND CATCH BASINS GRATES WITHIN PEDESTRIAN
<br />ACCESSIBLE AREAS SHALL MEET ADA REQUIREMENTS.
<br />4. ALL TRENCHES SHALL BE BACK FILLED PER THE SPECIFICATIONS
<br />WITH APPROPRIATE TESTS BY THE GEOTECHNICAL ENGINEER TO
<br />VERIFY COMPACTION VALUES,
<br />5. FOR GRAVITY FLOW SYSTEMS CONTRACTOR SHALL VERIFY (POTHOLE
<br />IF NECESSARY) SIZE, MATERIAL, LOCATION AND DEPTH OF ALL
<br />SYSTEMS THAT ARE TO BE CONNECTED TO OR CROSSED PRIOR TO
<br />THE TRENCHING OR INSTALLATION OF ANY GRAVITY FLOW SYSTEM.
<br />6. PRIVATE STORM DRAIN PIPES LARGER THAN 12 INCHES SHALL BE
<br />CLASS III RCP. STORM DRAIN PIPES IN VEHICULAR AREAS BETWEEN
<br />2 AND 3 FEET SHALL BE CLASS III RCP. IN VEHICULAR AREAS
<br />WITH LESS THAN 2 FEET OF COVER THE PIPE SHALL BE CLASS V
<br />RCP. PROVIDE AND INSTALL "STORM DRAIN" MARKER TAPE FOR
<br />THE ENTIRE LENGTH OF PIPE TRENCH. ALL DIRECTION CHANGES
<br />SHALL BE MADE AT A MANHOLE.
<br />Drawing Title Prujsci Title
<br />CIVIL NOTES VA Livermore Realignment and
<br />Closure - Manthey Rd. Offsite and
<br />Onsite Revisions
<br />7
<br />cation Stockton (French Camp)
<br />San Joaquin County, CA
<br />Dale Checked by Drawn
<br />15 OCT 2021 MAK SEC
<br />8
<br />StationNumber Project Number
<br />640 640.423
<br />Butlding Number
<br />Drawing number
<br />CS101
<br />9
<br />Office of
<br />Construction
<br />and Facilities
<br />Management
<br />F
<br />
|