|
N
<br />NOTES:
<br />1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE
<br />SPECIFICATIONS, STANDARDS AND ORDINANCES OF THE SAN JOAQUIN
<br />COUNTY AND SHALL BE PART OF THESE IMPROVEMENT PLANS. STANDARD
<br />SPECIFICATIONS AND DETAILS ARE AVAILABLE IN THE OFFICE OF SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />2. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK
<br />IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT
<br />ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT MATERIALS
<br />AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED. NOTED
<br />DIMENSIONS TAKE PRECEDENT OVER SCALE. ANY DISCREPANCY SHALL
<br />IMMEDIATELY BE BROUGHT TO THE ATTENTION OF QUARTAROLI & ASSOCIATES,
<br />(209) 239-4908 AND SIEGFRIED ENGINEERING, INC. (209) 943-2021.
<br />J. CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS
<br />PRIOR TO SUBMITTING A BID.
<br />4. THE EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM AVAILABLE
<br />RECORDS. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO
<br />PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION
<br />UNTIL ALL UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN
<br />THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. IT IS THE
<br />CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING
<br />UTILITIES. PRIOR TO OPENING AN EXCAVATION, THE CONTRACTOR SHALL
<br />DETERMINE WHETHER UNDERGROUND INSTALLATIONS, I.E., SEWER, WATER,
<br />STORM DRAINAGE, ELECTRICAL LINES, GAS LINES, CABLE N LINES, ETC.
<br />WILL BE ENCOUNTERED AND, THE APPROXIMATE LOCATION OF SUCH AN
<br />INSTALLATION. THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL
<br />PROBING OR HAND DIGGING AND, WHEN IT IS UNCOVERED, ADEQUATE
<br />PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL
<br />KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED
<br />SHALL BE ADVISED OF PROPOSED WORK AT LEAST FORTY-EIGHT (48) HOURS
<br />PRIOR TO THE START OF ACTUAL EXCAVATION. CALL USA 1-800-642-2444,
<br />PG&E (209) 466-4581, PACIFIC BELL TELEPHONE (209) 811-3300,
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS (209) 468-3000.
<br />THE DISCOVERY OF PREVIOUSLY UNKNOWN UTILITIES MAY REQUIRE THE
<br />RE-ROUTING OF SUCH UTILITIES OR MAY REQUIRE THE REDESIGN OF THE
<br />PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS WHICH MAY RESULT IN
<br />ADDITIONAL DESIGN COST, CONSTRUCTION COSTS AND CONSTRUCTION
<br />DELAYS TO THE OWNER/DEVELOPER.
<br />5. SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFIED
<br />BY THE CONTRACTOR AT LEAST 48 HOURS IN ADVANCE OF ANY OFF-SITE
<br />CONSTRUCTION (209) 468-3022.
<br />6. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES
<br />MADE WITHOUT THE WRITTEN AUTHORIZATION FROM QUARTAROLI AND
<br />ASSOCIATES AND SIEGFRIED ENGINEERING, INC.
<br />7. EACH CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL
<br />OR RELOCATION OF ANY AND ALL EXISTING UTILITIES WITH THE RESPECTIVE
<br />UTILITY COMPANY. COST OF THIS COORDINATION IS TO BE INCLUDED IN
<br />THE PRICES BID FOR THE VARIOUS IMPROVEMENTS TO COMPLETE THE
<br />PROJECT.
<br />B. GENERAL CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND
<br />COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
<br />OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
<br />AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUALLY AND
<br />NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR
<br />SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, ENGINEER AND SURVEYOR
<br />HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
<br />WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
<br />PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
<br />OF THE OWNER, ENGINEER, OR SURVEYOR.
<br />9. BENCH MARK. SAN JOAQUIN COUNTY BRASS DISC STAMPED "AA -BB -41.5"
<br />ON CONCRETE HEADWALL OF THE BANTA CARBONA IRRIGATION DISTRICT
<br />CANAL ON THE NORTHWESTERLY SIDE OF FAIROAKS ROAD APPROXIMATELY
<br />850' SOUTH OF THE INTERSECTION OF FAIROAKS ROAD AND DATES ROAD.
<br />ELEVATION = 119.32.
<br />10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL
<br />SURVEY AND CONSTRUCTION STAKES. SURVEY AND CONSTRUCTION STAKES
<br />THAT ARE LOST OR DESTROYED DUE TO THE CONTRACTOR'S NEGLIGENCE
<br />WILL BE RESET BY THE PROJECT SURVEYOR AT THE CONTRACTOR'S
<br />EXPENSE.
<br />11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING
<br />IMPROVEMENTS FROM DAMAGE.
<br />12. CONTRACTORS SHALL BE REQUIRED TO COOPERATE WITH THEMSELVES AND
<br />UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICES
<br />TO THE DEVELOPMENT, AND ANY DELAY CAUSED BY SUCH INSTALLATION
<br />SHALL NOT BE CONSIDERED AS RIGHT-OF-WAY DELAY.
<br />13. ALL UNDERGROUND SERVICES SHALL BE INSTALLED IN CONFORMANCE
<br />WITH THE REQUIREMENTS OF THE SAN JOAQUIN COUNTY DEPARTMENT OF
<br />PUBLIC WORKS.
<br />14. GRADES SHOWN ON THIS PLAN DO NOT NECESSARILY REFLECT A BALANCE
<br />OF EARTHWORK CUT AND FILL QUANTITIES. CONTRACTOR SHALL IMPORT
<br />OR EXPORT EARTH MATERIALS AS REQUIRED IN ORDER TO CONSTRUCT THE
<br />IMPROVEMENTS TO THE GRADES SHOWN AT NO EXTRA COST TO THE
<br />OWNER.
<br />15. ANY FILL PLACE SHALL BE PROPERLY COMPACTED AS REQUIRED BY THE
<br />PLANS AND THESE SPECIFICATIONS.
<br />A. EARTH FILL TO ESTABLISH PAVED AREA SUBGRADE SHALL BE
<br />COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% EXCEPT
<br />THAT THE AREA WITHIN SIX INCHES BELOW SUBGRADE SHALL BE
<br />COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95%.
<br />B. EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED
<br />AREAS AND BUILDINGS AREAS SHALL BE COMPACTED TO A MINIMUM
<br />RELATIVE COMPACTION OF 90% WITHIN LOT AND 90% IN ROAD
<br />RIGHT-OF-WAY.
<br />C. FILL AND COMPACTION WITHIN THE BUILDING AREA SHALL BE
<br />COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90%
<br />D. FILL SHALL BE NON -EXPANSIVE MATERIAL AND SHALL BE FREE OF
<br />VEGETATION OR DELETERIOUS MATTER. FILL SHALL BE COMPACTED
<br />IN LIFTS NOT TO EXCEED EIGHT INCHES.
<br />ALL AREAS TO BE COVERED WITH ASPHALT CONCRETE PAVEMENT
<br />SHALL HAVE A SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION
<br />TO A POINT SIX INCHES BELOW SUBGRADE.
<br />16. CONTRACTOR'S BID SHALL INCLUDE THE COST OF ANY NECESSARY SOILS
<br />COMPACTION AND MATERIALS TESTING.
<br />17. CONCRETE
<br />A. NERAL - ALL CONCRETE WORK SHALL BE PERFORMED IN
<br />ACCORDANCE WITH ACI AND UBC CODES.
<br />B. CONCRETE STRENGTH - UNLESS OTHERWISE NOTED ON THE PLANS,
<br />CONCRETE SHALL OBTAIN A MINIMUM OF DESIGN STRENGTH OF 2500
<br />PSL
<br />1. CEMENT - 5.5 SACKS MINIMUM PER YARD.
<br />2. WATER - MAXIMUM 7 GALS. PER SACK OF CEMENT.
<br />J. AGGREGATE - MAXIMUM SIZE 3/4"
<br />4. SLURRY - 5" MAXIMUM.
<br />5. CURING - KEEP WET MINIMUM OF 7 DAYS, OR APPLY MEMBRANE
<br />CURING COMPOUND APPROVED BY THE ENGINEER.
<br />6. VIBRATION - ALL CONCRETE SHALL BE VBRATED INTO PLACE WITH
<br />A MECHANICAL VIBRATOR.
<br />7. FORM REMOVAL - SIDE FORMS OF FOUNDATIONS AND SLABS,
<br />MINIMUM OF 2 DAYS.
<br />8. TESTING IN ACCORDANCE WITH ACI -301-72, CHAPTER 16.
<br />C. REINFORCING MATERIALS:
<br />1. DEFORMED BARS - ASTM A615, GR.60.
<br />2. ELECTRIC WELDED WIRE FABRIC (WWF) ASTM A-185.
<br />18. ASPHALT CONCRETE ASPHALT CONCRETE SHALL BE TYPE B AND SHALL
<br />CONFORM TO THE PROVISIONS OF SECTION 39 OF THE CALTRANS
<br />STANDARD SPECIFICATIONS. THE PENETRATION RANGE OF PAVING
<br />ASPHALT SHALL BE AR -4000; AGGREGATE SHALL BE ONE-HALF (1/2")
<br />INCH MAXIMUM MEDIUM GRADING FOR SURFACING.
<br />PRIME COAT SHALL BE A LIQUID ASPHALT GRADE SC -250 OR SC -70 AND
<br />SHALL BE APPLIED TO THE ENTIRE PAVED AREA AND THE COST SHALL BE
<br />INCLUDED IN THE UNIT PRICE BID FOR ASPHALT CONCRETE. PRIME COAT
<br />SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION
<br />39-4 OF THE CALTRANS STANDARD SPECIFICATIONS.
<br />AGGREGATE BASE: AGGREGATE BASE SHALL BE CLASS TWO CONFORMING
<br />TO THE REQUIREMENTS OF SECTION 26-1.024 OF THE CALTRANS
<br />STANDARD SPECIFICATIONS. SPREADING AND COMPACTING AGGREGATE
<br />BASE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 26-1.04 OF
<br />THE CALTRANS STANDARD SPECIFICATION.
<br />19. THE GRADING AND PAVING CONTRACTOR SHALL ADJUST TO FINISHED
<br />GRADE THE TOPS OF ALL PROPOSED AND EXISTING SANITARY SEWER
<br />MANHOLES, STORM DRAIN MANHOLES, VALVE BOXES AND WATER METER
<br />BOXES, ETC., AND THE COST OF SUCH WORK SHALL BE INCLUDED IN
<br />THE UNIT PRICES FOR STREET WORK.
<br />20. THE DOMESTIC WATER LINE SHALL BE CONSTRUCTED IN ACCORDANCE
<br />WITH THESE PLANS, AND SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br />WORKS ADOPTED IMPROVEMENT STANDARDS, AND UNIFORM BUILDING
<br />CODE. PIPE MATERIAL SHALL BE THAT ALLOWED BY THE PLUMBING CODE
<br />AND SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORK IMPROVEMENT
<br />STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT
<br />THE TYPE AND SPECIFICATIONS OF ALL MATERIAL, FITTINGS, ETC. CONFORM
<br />TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS STANDARDS
<br />AND SPECIFICATIONS.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR PRESSURE AND BACTERIA
<br />TESTING OF WATER LINES AS REQUIRED BY SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS. BACTERIA TESTS SHALL BE TAKEN BY
<br />A CERTIFIED LABRATORY TECHNICIAN.
<br />REFER TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS FOR
<br />ALL WATER LINE TESTING REQUIREMENTS.
<br />21, THE STORM DRAIN PIPELINE SHALL BE CONSTRUCTED IN ACCORDANCE
<br />WITH THESE PLANS, AND SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br />WORKS ADOPTED IMPROVEMENT STANDARDS. PIPE MATERIAL SHALL BE
<br />THAT ALLOWED BY THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br />WORKS IMPROVEMENT STANDARDS AND AS SHOWN ON THE PLANS. IT
<br />IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE TYPE AND
<br />SPECIFICATIONS OF ALL MATERIALS. FITTINGS, ETC. CONFORM TO SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS STANDARDS AND
<br />SPECIFICATIONS. MATERIAL SELECTION SHALL SUBMITTED TO THE CIVIL
<br />ENGINEER FOR REVIEW.
<br />22. GRADING AND PAVING CONTRACTOR SHALL COORDINATE THE INSTALLATION
<br />OF ALL ELECTRICAL, LANDSCAPE, IRRIGATION, AND UNDERGROUND UTILITY
<br />CONDUITS WITH APPROPRIATE SUB -CONTRACTORS AND UTILITY COMPANIES
<br />PRIOR TO CONSTRUCTION.
<br />23. THE OFFICE OF QUARTAROLI AND ASSOCIATES, 310 SUN WEST PLACE,
<br />SUITE "A", MANTECA, CALIFORNIA (209) 239-4908, SHALL BE NOTIFIED
<br />FIVE (5) WORKING DAYS IN ADVANCE OF ANY REQUIRED CONSTRUCTION
<br />SURVEYING.
<br />24. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER NINE,
<br />SECTION 6705, 6706, 6707, OF THE STATE LABOR CODE.
<br />25. CONTRACTORS AND SUB -CONTRACTORS BIDDING ON THIS PROPOSED
<br />PROJECT SHALL CAREFULLY EXAMINE THESE PLANS AND CAREFULLY
<br />REVIEW THE CONSTRUCTION SITE TO OBTAIN FIRST HAND KNOWLEDGE OF
<br />EXISTING CONDITIONS AND TO DETERMINE SPECIFICALLY WHAT IS REQUIRED
<br />TO BE ACCOMPLISHED IN HIS PORTION OF THE TOTAL WORK. IF ANY
<br />DOUBT EXISTS TO THE INTENT OF THE PLANS, SPECIFIC DETAILS,
<br />CONSTRUCTION NOTES, OR IF THE CONTRACTOR AND SUB -CONTRACTOR
<br />REQUIRES ADDITIONAL INFORMATION, IT MUST BE CLARIFIED WITH
<br />QUARTAROLI AND ASSOCIATES AND SIEGFRIED ENGINEERING, INC. PRIOR TO
<br />BIDDING, OR HIS BID SHOULD STATE ACCURATELY WHAT IS INCLUDED AND
<br />WHAT IS EXCLUDED.
<br />26. CONTRACTOR AND ANY SUB -CONTRACTOR USING PLANS WHICH ARE
<br />UNAPPROVED BY SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS
<br />AND PLANNING DEPARTMENTS SHALL DO SO AT THEIR OWN RISKS.
<br />QUARTAROLI AND ASSOCIATES AND SIEGFRIED ENGINEERING WILL NOT BE
<br />HELD RESPONSIBLE FOR USAGE OF SUCH PLANS FOR THE CONSTRUCTION
<br />OF THIS PROJECT.
<br />27. IN THE EVENT THAT QUARTAROLI AND ASSOCIATES OR SIEGFRIED
<br />ENGINEERING, INC. IS NOT EMPLOYED TO DO THE CONSTRUCTION
<br />SURVEYING FOR THIS PROJECT, THIS NOTE IS TO GIVE FORMAL NOTICE TO
<br />OWNER/DEVELOPER AND CONTRACTOR THAT QUARTAROU AND ASSOCIATES
<br />AND SIEGFRIED ENGINEERING CANNOT, AND WILL NOT TAKE RESPONSIBILITY
<br />FOR ERRORS OR OMISSIONS REGARDING THESE IMPROVEMENT PLANS, IF
<br />ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED OR
<br />DETECTED AND/OR CORRECTED OR MITIGATED HAD QUARTAROLI AND
<br />ASSOCIATES OR SIEGFRIED ENGINEERING, INC. DONE THE CONSTRUCTION
<br />SURVEYING.
<br />28. INSPECTION DURING CONSTRUCTION: ANY IMPROVEMENTS CONSTRUCTED
<br />TO THE SPECIFICATIONS AND WHICH IT IS INTENDED THAT SAN JOAQUIN
<br />COUNTY WILL ASSUME MAINTENANCE RESPONSIBILITY, MUST BE INSPECTED
<br />DURING CONSTRUCTION BY AN AUTHORIZED AGENT OF SAN JOAQUIN
<br />COUNTY EACH PHASE OF CONSTRUCTION MUST BE INSPECTED AND
<br />APPROVED PRIOR TO PROCEEDING TO THE SUBSEQUENT PHASES. ANY
<br />IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED ABOVE
<br />OR CONSTRUCTED CONTRARY TO THE ORDER OR INSTRUCTIONS OF THE
<br />AUTHORIZED AGENT OF SAN JOAQUIN COUNTY WILL BE DEEMED AS NOT
<br />COMPLYING WITH SAN JOAQUIN COUNTY STANDARDS AND SPECIFICATIONS,
<br />AND WILL NOT BE ACCEPTED BY SAN JOAQUIN COUNTY FOR MAINTENANCE
<br />PURPOSES. SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS WILL
<br />PERFORM FIELD INSPECTIONS FOR THIS PROJECT.
<br />29. CHANGES ON PLANS AND SPECIFICATIONS: ANY CHANGES TO THE APPROVED
<br />IMPROVEMENT PLANS AND SPECIFICATIONS MUST BE PREPARED AND
<br />APPROVED BY SIEGFRIED ENGINEERING, INC. AND SHALL BE SUBMITTED
<br />TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS FOR APPROVAL
<br />PRIOR TO IMPLEMENTATION.
<br />30. THIS SITE CONTAINS 3.06 ACRES NET.
<br />31. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO SAN JOAQUIN
<br />COUNTY STANDARDS AND TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
<br />DEVICES (CALTRANS) AND AS SHOWN ON THE PLANS.
<br />32. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSON AND
<br />PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
<br />NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR
<br />SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS, THE COUNTY OF SAN
<br />JOAQUIN, ITS ELECTED OFFICIALS, OFFICERS, EMPLOYEES AND QUARTAROLI
<br />AND ASSOCIATES, INC. AND SIEGFRIED ENGINEERING, INC. FROM ANY AND
<br />ALL CLAIMS, COSTS OF LITIGATION, DAMAGES, AND ATTORNEYS FEES, FOR
<br />PERSONAL INJURY OR PROPERTY DAMAGE OF WHATEVER NATURE WHICH
<br />ARE CLAIMED TO HAVE OCCURRED DURING THE TERM OF THIS PROJECT.
<br />33. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING ALL
<br />LANDSCAPE IRRIGATION AND PARKING LOT ELECTRICAL CONDUITS PRIOR
<br />TO LAYING OF PARKING LOT ASPHALT.
<br />34. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PARKING STALL
<br />WIDTHS, DRIVEWAY WIDTHS, PLANTER WIDTHS AND ROAD PAVING WIDTHS
<br />AFTER THE CONCRETE FORMS ARE SET AND PRIOR TO POURING OF
<br />CONCRETE OR THE PLACEMENT OF ASPHALT CONCRETE TO INSURE
<br />CONFORMANCE WITH PLANS, AND SAN JOAQUIN COUNTY PARKING AND
<br />ROAD PAVEMENT WIDTH REQUIREMENTS AND STANDARDS. ANY
<br />DISCREPANCY MUST BE BROUGHT TO THE ENGINEERS AND SURVEYORS
<br />IMMEDIATE ATTENTION IN WRITING.
<br />35. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY MARKING THE
<br />INSTALLED LOCATION OF ALL SANITARY SEWER, WATER SERVICES AND FIRE
<br />LINE SERVICES AT THE TIME OF INSTALLATION.
<br />36. ALL UTILITIES SHALL BE UNDERGROUND, UNLESS SPECIFICALLY NOTED
<br />OTHERWISE ON PLANS.
<br />37 ALL HANDICAPPED RAMPS, PARKING STALLS, SIGNAGE, AND STRIPING SHALL
<br />BE PER STATE OF CALIFORNIA STANDARDS AND SPECIFICATIONS, AND SAN
<br />JOAQUIN COUNTY REQUIREMENTS.
<br />38. THE SITE ADDRESS IS: 7950 W. BATES ROAD, TRACY, CA 95376.
<br />39. THE ASSESSORS PARCEL NUMBER IS 248-090-08.
<br />40. THIS PROJECT SHALL IMPLEMENT THE AIR POLLUTION CONTROL DISTRICT'S
<br />FUGITIVE DUST CONTROL MEASURES AND OZONE EMISSION MEASURES
<br />DURING CONSTRUCTION
<br />41. ALL EARTHWORK AND GRADING SHALL BE IN CONFORMANCE WITH CHAPTERS
<br />18 AND 33 OF THE UNIFORM BUILDING CODE, DATED 1994.
<br />42. THE INTENT OF THE GRADING PLAN IS TO PROVIDE GRADES TO RECEIVE
<br />PAVEMENT AND STORM DRAINAGE FACILITIES.
<br />43. THE TOTAL EARTHWORK QUANTITY IS:
<br />VOLUME OF CUT = 700 t CUBIC YARDS
<br />THESE EARTHWORK QUANTITIES ARE NOT BID QUANTITIES. IT IS THE
<br />CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL QUANTITIES. (REFER TO
<br />NOTE No. 15)
<br />44. THE SAN JOAQUIN COUNTY MINOR SUBDIVISION APPLICATION NUMBER IS
<br />MS -98-5.
<br />45. CONTRACTORS SHALL PROVIDE 2"x4" REDWOOD HEADER BOARD AT ALL
<br />PAVING EDGES EXCEPT WHERE PAVING ABUTS BUILDINGS, SIDEWALKS,
<br />CURBS OR OTHER PAVED SURFACES, UNLESS OTHERWISE NOTED ON PLANS.
<br />46. CONTRACTORS SHALL FOLLOW SAN JOAQUIN COUNTY STANDARD
<br />CONSTRUCTION PLANS AND SPECIFICATIONS AND PROJECT SPECIFICATIONS
<br />IF ANY. SAN JOAQUIN COUNTY STANDARD CONSTRUCTION PLANS AND
<br />SPECIFICATIONS ARE AVAILABLE FROM THE SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS, 1810 HAZELTON AVENUE, STOCKTON, CA.
<br />AND PROJECT SPECIFICATIONS ARE AVAILABLE FROM QUARTAROLI &
<br />ASSOCIATES, INC., 310 SUN WEST PLACE, SUITE A, MANTECA, CA.
<br />47. CONTRACTOR SHALL SUBMIT TO QUARTAROLI & ASSOCIATES FOR APPROVAL
<br />EQUIPMENT AND MATERIAL SPECIFICATION OF ITEMS HE WISHES TO
<br />SUBSTITUTE FROM THAT WHICH IS SPECIFIED ON THE IMPROVEMENT PLANS,
<br />SAN JOAQUIN COUNTY STANDARD PLANS AND SPECIFICATIONS AND PROJECT
<br />SPECIFICATIONS.
<br />48. CONTRACTOR SHALL NOT CAUSE THE CONSTRUCTION SURVEY STAKES TO
<br />BE DESTROYED OR REMOVED UNTIL THE IMPROVEMENTS HAVE BEEN
<br />ACCEPTED BY THE INSPECTOR. CONTRACTOR SHALL COORDINATE
<br />ACCEPTANCE OF IMPROVEMENTS BY THE INSPECTOR SO THAT THE
<br />PREVIOUS SET OF CONSTRUCTION STAKES DO NOT CONFLICT WITH THE
<br />NEXT PHASE OF CONSTRUCTION.
<br />49. QUARTAROLI AND ASSOCIATES, INC. SIEGFRIED ENGINEERING, INC. AND
<br />SUB -CONSULTANTS SHALL NOT BE PROVIDING INSPECTIONS, CONSTRUCTION
<br />SUPERVISION, OR PROJECT MANAGEMENT SERVICES FOR THIS PROJECT
<br />UNLESS SPECIFICALLY SPECIFIED IN THE SCOPE OF SERVICES OF THE
<br />PROJECT CONTRACT. IT IS ASSUMED THAT THE OWNER/DEVELOPER SHALL
<br />EMPLOY A COMPETENT CONTRACTOR, WHICH IS EXPERIENCED IN THE WORK
<br />BEING PROPOSED ON THESE IMPROVEMENT PLANS AND IS KNOWLEDGEABLE
<br />OF LOCAL CONSTRUCTION STANDARDS, PROCEDURES AND POLICIES.
<br />50, ALL LINEAR FOOTAGES, AREAS OR VOLUMETRIC AMOUNTS OF PIPING
<br />MATERIAL, CONCRETE, ASPHALT CONCRETE EXCAVATION AND IMPORT FILL
<br />MATERIAL SHOWN ON THESE IMPROVEMENT PLANS ARE APPROXIMATE.
<br />ACTUAL AS -BUILT FIELD MEASUREMENTS SHALL PREVAIL
<br />51. PRIOR TO ACCEPTANCE OF IMPROVEMENTS, STREET LIGHTS SHALL BE
<br />INSTALLED AND ENERGIZED. PG&E WILL MAINTAIN ALL STREET LIGHTS AND
<br />STANDARDS UPON ACCEPTANCE OF PROJECT AS COMPLETE. SCHEDULE
<br />TO BE LSI -E
<br />52. CONTRACTOR SHALL OBTAIN A GRADING PERMIT FOR THIS PROJECT PRIOR
<br />TO BEGINNING ANY GRADING ON-SITE OR OFF-SITE.
<br />6" MIN. I
<br />(TYP.) -
<br />O.D.12
<br />10" MIN.
<br />BACKFILL WITH MATERIALS EQUAL TO OR
<br />BETTER THAN THE EXISTING PAVEMENT
<br />AND BASE IN QUALITY. NEW PAVEMENT
<br />SHALL BE 1" THICKER THAN EXISTING
<br />PAVEMENT, MINIMUM OF 0.25 FEET.
<br />NEW BASE SHALL BE 1" THICKER THAN
<br />EXISTING BASE, MINIMUM OF 0.5 FEET
<br />TfO.D. �
<br />O.D.
<br />+ 20" MIN.
<br />RIGID CONDUIT
<br />EXISTING
<br />mom
<br />COMPACT IN 12" MAX.
<br />LAYERS TO A MIN. RELATIVE
<br />COMPACTION OF 95%*
<br />UNDER PAVEMENT AND
<br />90% OUTSIDE PAVEMENT.
<br />COMPACT IN 24" MAX.
<br />LAYERS TO A MIN. RELATIVE
<br />COMPACTION OF 85%
<br />-COMPACT IN 6" LAYERS -
<br />TO A MINIMUM RELATIVE
<br />COMPACTION OF 9079.
<br />10" MLN. 10" MIN.
<br />O.D.
<br />+ 20" MIN.
<br />t 6" MIN.
<br />(TYP•)
<br />VARIABLE
<br />OD+ 12'
<br />10" MIN.
<br />FLEXIBLE CONDUIT
<br />NOTES:
<br />1. RELATIVE COMPACTION OF MATERIALS SHALL BE TESTED IN ACCORDANCE WITH THE
<br />STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION TESTING MANUALS, TEST
<br />METHOD NO. CALIFORNIA 216 OR 231.
<br />2. ALL EXISTING PAVEMENT SHALL BE NEATLY CUT TO UNE PRIOR TO TRENCH EXCAVATION.
<br />3. JETTING OR PONDING WILL BE PERMITTED WITHIN THE STREET RIGHT OF WAY WITH
<br />A 3 YEAR BOND.
<br />4. WHEN SHOWN BY SOIL COMPOSITION AND COMPACTABILITY, NINETY PERCENT (90%)
<br />COMPACTION MAY BE USED, WHEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS.
<br />5. SPECIAL BEDDING REQUIREMENTS MAY BE SHOWN ON THE PLANS OR SPECIFIED IN
<br />SPECIAL PROVISIONS.
<br />6. SHOULDERS SHALL BE AS SHOWN ON THE PLANS OF SPECIFIED IN THE SPECIAL
<br />PROVISIONS BUT IN NO CASE SHALL THE SHOULDER BE LESS THAN THREE FEET WIDE
<br />AS MEASURED FROM THE EDGE OF PAVEMENT.
<br />TYPICAL
<br />NOT TO SCALE
<br />TRENCH BACKFILL (_AA
<br />2
<br />30" MIN.
<br />SERVICE
<br />SADDLE
<br />El
<br />CORPORATION STOP
<br />WATER MAIN
<br />' P.L.
<br />❑7
<br />7 I
<br />8" MIN.
<br />F 12" MAX.
<br />"t �- ❑
<br />NOTES:
<br />1� 1 " DIA. MIN. UNE TO EACH LOT.
<br />SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE METER STOP.
<br />90' COMP x COUP. ELL., 'JAMES JONES' J-2610 W/J-2806
<br />INSERTS MAY BE USED WHERE APPROVED BY AGENCY.
<br />3❑ METERS SHALL BE SENSUS BRAND MEASURABLE IN GALLONS WITH ATTACHMENT CONNECTOR
<br />SPUD. METERS SHALL BE FURNISHED AND DELIVERED TO UTILITY MAINTENANCE DIVISION
<br />AT 1702 E. SCOTT AVE. STOCKTON, CA 95205.
<br />GATE VALVE IS REQUIRED PRIOR TO ANY POINT OF CONNECTION.
<br />5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING.
<br />© METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH
<br />PRIOR APPROVAL OF THE AGENCY.
<br />7❑ METER BOX (CHRISTY B12 OR EQUAL). ALL BOXES LOCATED IN DRIVEWAY AREAS TO
<br />HAVE TRAFFIC COVERS.
<br />8. APPURTENANCES PER AGENCY REQUIREMENTS.
<br />9. LOCATOR WIRE SHALL BE USED FOR NON-METALLIC SERVICES.
<br />10. PROVIDE LOCKABLE SHUT-OFF TO EACH METER.
<br />WATER SERVICE INSTALLATION B
<br />NOT TO SCALE 2
<br />SIEGFRIED ENGINEERING, Inc. ��
<br />Civil Engineering ■ Land Surveying ■ Structural Engineering ■ Planning
<br />4045 Coronado Ave. ■ Stockton, CA 95204-2396 ■ 209 943-2021 ■ FAX 209 942-0214
<br />El
<br />0
<br />�
<br />Q
<br />0
<br />O
<br />Ld
<br />L.L.
<br />J
<br />Li
<br />Z
<br />Z
<br />Q
<br />Z
<br />W
<br />O
<br />U
<br />1.4
<br />L)
<br />w
<br />W
<br />-LJW>=
<br />H
<br />CL
<br />O
<br />c
<br />Z
<br />/
<br />z
<br />Ld
<br />w
<br />a
<br />0
<br />W
<br />>
<br />M
<br />W
<br />O W
<br />COz
<br />O
<br />Q
<br />Z
<br />ci
<br />N
<br />5
<br />CL
<br />■
<br />W
<br />Or0
<br />�
<br />Q
<br />Q'i
<br />•
<br />114
<br />E
<br />Z
<br />�z
<br />Q
<br />z
<br />`..Y
<br />�
<br />O
<br />C�
<br />El
<br />0
<br />�
<br />Q
<br />0
<br />O
<br />Ld
<br />L.L.
<br />J
<br />Li
<br />Z
<br />Z
<br />Q
<br />Z
<br />W
<br />O
<br />U
<br />1.4
<br />L)
<br />w
<br />W
<br />-LJW>=
<br />H
<br />CL
<br />O
<br />c
<br />Z
<br />/
<br />z
<br />Ld
<br />w
<br />a
<br />0
<br />W
<br />>
<br />M
<br />W
<br />O W
<br />COz
<br />O
<br />Q
<br />Z
<br />ci
<br />N
<br />5
<br />CL
<br />W
<br />Or0
<br />�
<br />Q
<br />Q'i
<br />•
<br />114
<br />E
<br />Z
<br />�z
<br />Q
<br />z
<br />cc
<br />C'7
<br />M
<br />p
<br />E-4
<br />Z
<br />U
<br />Z
<br />t--1
<br />z
<br />1.4
<br />L)
<br />w
<br />W
<br />H
<br />a
<br />c
<br />a
<br />C;d
<br />W
<br />pa
<br />O W
<br />COz
<br />��
<br />O
<br />W
<br />O W
<br />Q'i
<br />a
<br />114
<br />E
<br />�z
<br />W
<br />z
<br />`..Y
<br />�
<br />O
<br />C�
<br />
|