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RE
<br />�3
<br />G E N E R A L N 0 T E S
<br />1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCOARDANCE WITH
<br />THE LATEST EDITION OF THE SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS, 16. THE DESIGN OF THE FRONTAGE ROAD IMPROVEMENTS ARE BASED UPON A TOPOGRAPHIC
<br />SPECIAL PROVISIONS. PERFORMED BY OTHERS. SIEGFRIED ENGINEERING, INC. CANNOT, AND WILL NOT, TAKE
<br />RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD
<br />2. THE CONTRACTOR SHALL BE IN RECEIPT OF SAN JOAQUIN COUNTY APPROVED PLANS HAVE BEEN AVOIDED OR DETECTED AND/OR CORRECTED OR MITIGRATED HAD SIEGFRIED
<br />PRIOR TO CONSTRUCTION. ENGINEERING, INC. PERFORMED THE CONTRACT TOPOGRAPHIC AND BOUNDARY SURVEY.
<br />3.
<br />DRAWING NUMBERS SHOWN ON THE PLANS REFER TO SAN JOAQUIN COUNTY STANDARD PLANS,
<br />17
<br />THE CONTRACTOR SHALL CONDUCT HIS OPERATION ENTIRELY OUTSIDE OF ANY NO GRADING AREA.
<br />LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND
<br />SHOWN THUS: EXAMPLE. R-17
<br />INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE
<br />THESE AREAS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO CONSTRUCTION.
<br />4.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING
<br />18.
<br />DUST CONTROL SHALL BE PERFORMED AT ALL THE TIMES, AT THE CONTRACTOR'S EXPENSE,
<br />UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING
<br />IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE
<br />INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA
<br />CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO
<br />TO MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF
<br />THE START OF ACTUAL EXCAVATION."
<br />CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE.
<br />CALTRANS STANDARD SPECIFICATIONS,
<br />5.
<br />CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ALL EXISTING
<br />CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO PREPARED THE
<br />COMPUTER FILE NO.
<br />PLAN. THIS PERMITS APPROPRIATE ON-SITE INTERPRETATION AND ADJUSTMENT OF THE
<br />CONCRETE CURB, GUTTER OR SIDEWALK, ASPHALT CONCRETE PAVING, CONCRETE CURB,
<br />19.
<br />DELETED
<br />PRIOR TO THE ACTUAL NEED FOR STAKING. ANY STAKING REQUESTED BY THE CONTRACTOR OR
<br />AND DELETERIOUS MATERIAL AS REQUIRED TO CONSTRUCT THE CONTRACT WORK. ALL
<br />HIS SUBCONTRACTORS WHICH EXTENDS BEYOND THE ORIGINAL SCOPE OF WORK DEFINED IN THESE
<br />PLANS SHALL BE SUBJECT TO AN EXTRA WORK CHARGE TO THE CONTRACTOR.
<br />SUCH EXCESS MATERIAL GENERATED SHALL BE DISPOSED OF FROM THE SITE BY THE
<br />20.
<br />ALL STATIONS ARE STREET CENTERLINE STATIONS.
<br />SWING TIED BY A LAND SURVEYOR PRIOR TO STARTING WORK.
<br />CONTRACTOR. SEE THIS SHEET FOR ADDITIONAL GRADING NOTES.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING MONUMENTS DURING CONSTRUCTION
<br />CONFORMANCE OF THE COMPLETED FILL SPECIFICATIONS. THE CONTRACTOR SHALL
<br />6.
<br />EXCAVATION OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM
<br />21.
<br />BENCHMARK. CITY OF LODI BENCHMARK # 718, ELEVATION 55.58
<br />CANNOT, AND WILL NOT, TAKE RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY,
<br />THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY.
<br />WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED OR DETECTED AND/OR
<br />NORTHSIDE OF TURNER ROAD, 800' EAST OF COLOMA STREET
<br />7.
<br />WORK IN PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE APPROVAL AND ACCEPTANCE OF
<br />22,
<br />DEVELOPER: CALVARY BIBLE CHURCH
<br />THE SAN JOAQUIN PUBLIC WORKS DEPARTMENT.
<br />P.O. BOX 1503
<br />8.
<br />EXCEPT WHERE SPECIFICALLY AUTHORIZED BY VALID PERMITS FROM
<br />LODI, CA 95240
<br />FISH AND GAME, CORP OF ENGINEERS, AND COUNTY FLOOD CONTROL DISTRICT,
<br />23.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR THE
<br />OOF
<br />THE CONTRACTOR SHALL CONDUCT HIS OPERATION ENTIRELY OUTSIDE OF ANY FLOODPLAIN
<br />THE PROJECT.
<br />CONSTRUCTION AND COMPLETION
<br />ANY FLOODPLAIN BOUNDARIES. FLOODPLAIN BOUNDARIES SHALL BE CLEARLY
<br />DELINEATED IN THE FIELD PRIOR TO CONSTRUCTION.
<br />9.
<br />THE CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES AND VERIFY ALL UTILITY
<br />24.
<br />THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE AND MAINTAIN ALL MACHINERY, APPLIANCES
<br />LOCATIONS. IT SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL
<br />AND EQUIPMENT TO MAINTAIN ALL EXCAVATIONS FREE FROM WATER DURING CONSTRUCTION, AND
<br />EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE
<br />SHALL DEWATER AND DISPOSE OF THE WATER SO AS TO NOT CAUSE INJURY TO PUBLIC OR
<br />OF HIS CONTRACT. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER
<br />PRIVATE PROPERTY, OR TO CAUSE A NUISANCE OR MENACE TO THE PUBLIC. THE DEWATERING
<br />CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND
<br />SYSTEM SHALL BE INSTALLED AND OPERATED SO THE GROUNDWATER LEVEL OUTSIDE THE
<br />SERVICES TO THE DEVELOPMENT.
<br />EXCAVATION IS NOT REDUCED TO THE EXTENT WHICH WOULD CAUSE DAMAGE OR ENDANGER
<br />ADJACENT STRUCTURES OR PROPERTY. ALL COSTS FOR DEWATERING SHALL BE INCLUDED IN THE
<br />10.
<br />WHENEVER EXISTING PAVEMENT IS BROKEN OR CUT DURING THE INSTALLATION OF THE
<br />UNIT PRICE BID FOR ALL PIPE CONSTRUCTION. THE STATIC WATER LEVEL SHALL BE DRAWN DOWN
<br />WORK COVERED BY THESE PLANS AND SPECIFICATIONS, THE PAVEMENT SHALL BE
<br />A MINIMUM OF 1 FOOT BELOW THE BOTTOM OF EXCAVATION TO MAINTAIN THE UNDISTURBED STATE
<br />REPLACED WITH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED
<br />OF NATURAL SOILS AND ALLOW THE PLACEMENT OF ANY FILL TO THE SPECIFIED DENSITY.
<br />IN THE ORIGINAL PAVING. THE FINISHED PAVEMENT SHALL BE SUBJECT TO THE APPROVAL
<br />DISPOSAL OF WATER SHALL BE IN ACCORDANCE WITH THE COUNTY REQUIREMENTS AND SHALL NOT
<br />OF THE COUNTY ENGINEER IF LOCATED WITHIN COUNTY RIGHT-OF-WAY.
<br />DAMAGE PROPERTY, CREATE A PUBLIC NUISANCE OR VIOLATE THE LAW. THE CONTRACTOR SHALL
<br />HAVE ON HAND, PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR
<br />11.
<br />PAYMENT FOR PAVEMENT WILL BE MADE FOR THE AREAS SHOWN ON THE PLANS.
<br />EMERGENCIES AND SHALL HAVE WORKMEN AVAILABLE FOR ITS OPERATION. THE DEWATERING
<br />REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR CUT IN THE INSTALLATION OF THE
<br />SYSTEM SHALL OPERATE CONTINUOUSLY UNTIL BACK -FILL HAS BEEN COMPLETED TO 1 FOOT
<br />IMPROVEMENTS COVERED BY THESE PLANS AND SPECIFICATIONS, AND WHICH LIES
<br />ABOVE THE NORMAL STATIC GROUNDWATER LEVEL.
<br />OUTSIDE OF SAID AREAS, SHALL BE INCLUDED IN THE STREET CONTRACTOR'S UNIT
<br />PRICE FOR PAVEMENT, AND NO ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK.
<br />25•
<br />WHERE WORK IS BEING DONE IN AN OFFSITE EASEMENT, THE CONTRACTOR SHALL NOTIFY THE
<br />12.
<br />CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
<br />PROPERTY OWNER 48 HOURS PRIOR TO COMMENCING WORK.
<br />JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT
<br />INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL
<br />26.
<br />ACCESS TO EXISTING BUSINESSES SHALL BE MAINTAINED DURING CONSTRUCTION.
<br />APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
<br />HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
<br />27,
<br />AFFECTED BUSINESSES SHALL BE NOTIFIED PRIOR TO START OF CONSTRUCTION.
<br />PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
<br />SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />28.
<br />ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM
<br />13.
<br />EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER AND
<br />TRAFFIC CONTROL DEVICES AND S.J. CO. IMPROVEMENT STANDARDS.
<br />THE ENGINEER DO NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO
<br />COMMENCING ANY WORK, THE CONTRACTOR SHALL HAVE EACH UTILITY COMPANY
<br />ACCURATELY LOCATE IN THE FIELD THEIR MAINS AND SERVICE LINES. IT SHALL BE
<br />THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES, SO THAT
<br />NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF HIS CONTRACT.
<br />CONTACT "U.S.A." (800-227-2600).
<br />14.
<br />ATTENTION IS CALLED TO: SECTION 1540 (A) (1) OF THE CONSTRUCTION SAFETY
<br />ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE
<br />OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA
<br />OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS AMENDED, WHICH STATES:
<br />"PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE
<br />SHEET
<br />WHETHER UNDERGROUND INSTALLATION I.E., SEWER, WATER, FUEL, ELECTRIC
<br />LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND
<br />INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE
<br />APPROXIMATE LOCATION OF SUCH AN INSTALLATION, THE EXACT LOCATION SHALL
<br />BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING AND WHEN IT IS
<br />GRADING NOTES
<br />UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING
<br />INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA
<br />CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO
<br />1. GRADING AND LAND STABILIZATION SHALL INCLUDE EXCAVATION AND FILL OF LOTS AND
<br />THE START OF ACTUAL EXCAVATION."
<br />STREETS WITHIN THE "GRADING LIMITS" IN ACCORDANCE WITH THE SPECIFICATIONS OF
<br />THE SOILS ENGINEER AND UNDER THE DIRECTION, SUPERVISION, MONITORING, TESTING AND
<br />15. CONSTRUCTION STAKING:
<br />APPROVAL OF THE OWNER AND OWNER'S SOILS ENGINEER.
<br />CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO PREPARED THE
<br />COMPUTER FILE NO.
<br />PLAN. THIS PERMITS APPROPRIATE ON-SITE INTERPRETATION AND ADJUSTMENT OF THE
<br />2. GRADING AND LAND STABILIZATION SHALL INCLUDE COST OF DEWATERING; REMOVING FROM
<br />PLANS, IF NECESSARY. CONTRACTOR SHALL NOTIFY THE ENGINEER FORTY-EIGHT (48) HOURS
<br />THE SITE ALL STRIPPED VEGETATION, DEBRIS, STRUCTURES, POWER POLES, EXISTING PAVEMENT,
<br />PRIOR TO THE ACTUAL NEED FOR STAKING. ANY STAKING REQUESTED BY THE CONTRACTOR OR
<br />BUILDINGS, TREES, AND OTHER DELETERIOUS MATERIALS.
<br />HIS SUBCONTRACTORS WHICH EXTENDS BEYOND THE ORIGINAL SCOPE OF WORK DEFINED IN THESE
<br />PLANS SHALL BE SUBJECT TO AN EXTRA WORK CHARGE TO THE CONTRACTOR.
<br />3. ALL GRADING AND PLACEMENT OF FILL FOR BUILDING PADS SHALL BE PER SPECIFICATIONS
<br />ALL MONUMENTS IN WORK SITE AREA THAT WILL BE DISTURBED DURING CONSTRUCTION SHALL BE
<br />FURNISHED BY THE SOILS ENGINEER. PREPARATION AND PLACEMENT OF FILL SHALL BE
<br />SWING TIED BY A LAND SURVEYOR PRIOR TO STARTING WORK.
<br />OBSERVED AND TESTED BY THE SOILS ENGINEER SO THAT HE CAN CERTIFY TO THE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING MONUMENTS DURING CONSTRUCTION
<br />CONFORMANCE OF THE COMPLETED FILL SPECIFICATIONS. THE CONTRACTOR SHALL
<br />AND FOR RESETTING MONUMENTS IF DISTURBED.
<br />EXCAVATE, FILL AND GRADE THE PROJECT SITE IN ORDER THAT THE SITE IMPROVEMENTS
<br />THIS NOTE GIVES FORMAL NOTICE THAT THE FIRM OF SIEGFRIED ENGINEERING, INC.
<br />CAN BE CONSTRUCTED TO THE GRADES AND SLOPES SHOWN ON THE PLANS. ANY FILL PLACED
<br />CANNOT, AND WILL NOT, TAKE RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY,
<br />SHALL BE PROPERLY COMPACTED AS REQUIRED BY THE SPECIFICATIONS OF THE SOILS ENGINEER.
<br />WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED OR DETECTED AND/OR
<br />CORRECTED OR MITIGATED HAD SIEGFRIED ENGINEERING, INC. PERFORMED THE CONTRACT
<br />4. STOCKPILES OF EXISTING DELETERIOUS MATERIAL SHALL BE DISPOSED OF UNDER THE DIRECTION
<br />STAKING WORK.
<br />AND SUPERVISION OF THE OWNER AND OWNER'S SOILS ENGINEER.
<br />16. "CLASS A SUBGRADE" SHALL BE GRADED TO RELATIVE COMPACTION OF 90% TO A DEPTH
<br />OF SIX INCHES.
<br />CA: 800-227-2600
<br />�- NV 800-227-2600--
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<br />NO. D E S C R I P T 1 0 N APPROVED
<br />SIEGFRIED ENGINEERING, Inc.
<br />Civil Engineering
<br />4045 Coronado Ave
<br />Job No.
<br />■ Land Surveying ■
<br />■ Stockton, CA 95204-2396
<br />Submitted By
<br />Structural Engineering ■ Planning
<br />■ 209 943-2021 FAX 209 942-0214
<br />R.C.E. No.
<br />JOB NO.
<br />DATE 11/23/
<br />SE*F. B.
<br />NO.
<br />DRAWN VGD
<br />DESIGN VGD
<br />Exp. CHECKED LAC
<br />APPROVED:
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />DIRECTOR OF PUBLIC WORKS
<br />NORTH 99 FRONTAGE ROAD
<br />STREET IMPROVEMENTS
<br />GENERAL NOTES AND SPECIFICATIONS
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<br />EXP DATE:
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<br />COMPUTER FILE NO.
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