|
NOTES
<br />1. All MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE SPECIFICATIONS,
<br />STANDARDS AND ORDINANCES OF THE SAN JOAQUIN COUNTY AND SHALL BE PART OF
<br />THESE IMPROVEMENT PLANS. STANDARD SPECIFICATIONS AND DETAILS ARE AVAILABLE IN
<br />THE OFFICE OF SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />2. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN
<br />GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST
<br />GENERAL PRACTICE IS TO PREVAIL AND THAT MATERIALS AND WORKMANSHIP OF THE
<br />FIRST QUALITY ARE TO BE USED. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE.
<br />ANY DISCREPANCY SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF QUARTAROLI
<br />AND ASSOCIATES, (209) 239-4908 AND SIEGFRIED ENGINEERING, INC. (209) 943-2021.
<br />3. CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO
<br />SUBMITTING A BID.
<br />4. THE EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM AVAILABLE RECORDS.
<br />CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE
<br />CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES HAVE BEEN NOTIFIED
<br />AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. IT IS
<br />THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES.
<br />PRIOR TO OPENING AN EXCAVATION, THE CONTRACTOR SHALL DETERMINE WHETHER
<br />UNDERGROUND INSTALLATIONS, I.E., SEWER, WATER, STORM DRAINAGE, ELECTRICAL LINES,
<br />GAS LINES, CABLE T.V. LINES, ETC. WILL BE ENCOUNTERED AND, THE APPROXIMATE
<br />LOCATION OF SUCH AN INSTALLATION. THE EXACT LOCATION SHALL BE DETERMINED BY
<br />CAREFUL PROBING OR HAND DIGGING AND, WHEN IT IS UNCOVERED, ADEQUATE
<br />PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS
<br />OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED
<br />WORK AT LEAST FORTY-EIGHT (48)HOURS PRIOR TO THE START OF ACTUAL EXCAVATION.
<br />CALL U.S.A. 1-800-642-2444, P.G.&E. - (209)466-4581, GTE TELEPHONE (800)
<br />227-2600, SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS (209)599-2723. THE
<br />DISCOVERY OF PREVIOUSLY UNKNOWN UTILITIES MAY REQUIRE THE RE-ROUTING OF SUCH
<br />UTILITIES OR MAY REQUIRE THE REDESIGN OF THE PROPOSED IMPROVEMENTS SHOWN ON
<br />THESE PLANS WHICH MAY RESULT IN ADDITIONAL DESIGN COST, CONSTRUCTION COSTS
<br />AND CONSTRUCTION DELAYS TO THE OWNER/DEVELOPER.
<br />5. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY OFF-SITE CONSTRUCTION. ANY AND ALL
<br />SPECIFIC REQUIREMENTS OR CONSTRUCTION DETAILS IMPOSED BY THE ENCROACHMENT
<br />PERMIT SHALL BECOME A PART OF THESE IMPROVEMENT PLANS.
<br />6. SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFIED BY THE
<br />CONTRACTOR AT LEAST 48 HOURS IN ADVANCE OF ANY OFF-SITE CONSTRUCTION
<br />(209)468-3014.
<br />7. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD ADJUSTMENTS MADE
<br />WITHOUT THE WRITTEN AUTHORIZATION FROM QUARTAROLI AND ASSOCIATES AND SIEGFRIED
<br />ENGINEERING, INC.
<br />8. EACH CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR
<br />RELOCATION OF ANY AND ALL EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY.
<br />COST OF THIS COORDINATION IS TO BE INCLUDED IN THE PRICES BID FOR THE VARIOUS
<br />IMPROVEMENTS TO COMPLETE THE PROJECT.
<br />9. GENERAL CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
<br />THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS
<br />REQUIREMENT SHALL APPLY CONTINUALLY AND NOT BE LIMITED TO NORMAL WORKING
<br />HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER,
<br />ENGINEER AND SURVEYOR HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
<br />CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
<br />LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ENGINEER, OR
<br />SURVEYOR.
<br />10. BENCH MARK: SEE SHEET C-3 THRU C-5.
<br />11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL SURVEY
<br />AND CONSTRUCTION STAKES. SURVEY AND CONSTRUCTION STAKES THAT ARE LOST OR
<br />DESTROYED DUE TO THE CONTRACTOR'S NEGLIGENCE WILL BE RESET BY THE PROJECT
<br />SURVEYOR AT THE CONTRACTOR'S EXPENSE.
<br />12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS
<br />FROM DAMAGE.
<br />13. CONTRACTORS SHALL BE REQUIRED TO COOPERATE WITH THEMSELVES AND UTILITY
<br />COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICES TO THE DEVELOPMENT,
<br />AND ANY DELAY CAUSED BY SUCH INSTALLATION SHALL NOT BE CONSIDERED AS
<br />RIGHT-OF-WAY DELAY.
<br />14. GRADES SHOWN ON THIS PLAN DO NOT NECESSARILY REFLECT A BALANCE OF
<br />EARTHWORK CUT AND FILL QUANTITIES. CONTRACTOR SHALL IMPORT OR EXPORT EARTH
<br />MATERIALS AS REQUIRED IN ORDER TO CONSTRUCT THE IMPROVEMENTS TO THE GRADES
<br />SHOWN AT NO EXTRA COST TO THE OWNER.
<br />15. ANY FILL PLACED SHALL BE PROPERLY COMPACTED AS REQUIRED BY THE PLANS
<br />AND THESE SPECIFICATIONS.
<br />A. EARTH FILL TO ESTABLISH PAVED AND GRAVELED AREA SUBGRADE SHALL BE
<br />COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% EXCEPT THAT THE AREA
<br />WITHIN SIX INCHES BELOW SUBGRADE SHALL BE COMPACTED TO A MINIMUM RELATIVE
<br />COMPACTION OF 95%.
<br />B. EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED AREAS AND BUILDING
<br />AREAS SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 80% WITHIN LOT
<br />AND 90% IN ROAD RIGHT-OF-WAY.
<br />C. FILL SHALL BE NON -EXPANSIVE MATERIAL AND SHALL BE FREE OF VEGETATION OR
<br />DELETERIOUS MATTER. FILL SHALL BE COMPACTED IN LIFTS NOT TO EXCEED EIGHT
<br />INCHES. ALL AREAS TO BE COVERED WITH ASPHALT CONCRETE PAVEMENT SHALL HAVE A
<br />SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION TO A POINT SIX INCHES BELOW
<br />SUBGRADE.
<br />CA: 800--227--2800
<br />NV: 600-,^_27--2600
<br />16. CONTRACTOR'S BID SHALL INCLUDE THE COST OF ANY NECESSARY SOILS
<br />COMPACTION AND MATERIALS TESTING.
<br />17. CONCRETE
<br />A. GENERAL - ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI
<br />AND UBC CODES.
<br />B. CONCRETE STRENGTH - UNLESS OTHERWISE NOTED ON THE PLANS, CONCRETE SHALL
<br />OBTAIN A MINIMUM OF DESIGN STRENGTH OF 2500 PSI.
<br />1) CEMENT - 5.5 SACKS MINIMUM PER YARD.
<br />2) WATER - MAXIMUM 7 GALS. PER SACK OF CEMENT.
<br />3) AGGREGATE - MAXIMUM SIZE 3/4".
<br />4) SLUMP - 5" MAXIMUM.
<br />5) CURING - KEEP WET MINIMUM OF 7 DAYS, OR APPLY MEMBRANE CURING
<br />COMPOUND APPROVED BY THE ENGINEER.
<br />6) VIBRATION - ALL CONCRETE SHALL BE VIBRATED INTO PLACE WITH A MECHANICAL
<br />VIBRATOR.
<br />7) FORM REMOVAL - SIDE FORMS OF FOUNDATIONS AND SLABS, 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 "A AND SHALL CONFORM
<br />TO THE PROVISIONS OF SECTION 39 OF THE CALTRANS STANDARD SPECIFICATIONS. THE
<br />PENETRATION RANGE OF PAVING ASPHALT SHALL BE AR -8000; AGGREGATE SHALL BE
<br />ONE-HALF (1/27) MEDIUM GRADING FOR SURFACING. PRIME COAT SHALL BE A LIQUID
<br />ASPHALT GRADE SC -250 OR SC -70 AND SHALL BE APPLIED TO THE ENTIRE PAVED
<br />AREA AND THE COST SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ASPHALT
<br />CONCRETE. PRIME COAT SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS
<br />OF SECTION 39-4 OF THE CALTRANS STANDARD SPECIFICATIONS. AGGREGATE BASE:
<br />AGGREGATE BASE SHALL BE CLASS TWO CONFORMING TO THE REQUIREMENTS OF SECTION
<br />26-102B OF THE CALTRANS STANDARD SPECIFICATIONS. SPREADING AND COMPACTING
<br />AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 26-1.04 OF THE
<br />CALTRANS STANDARD SPECIFICATION.
<br />19. THE GRADING AND PAVING CONTRACTOR SHALL ADJUST TO FINISHED GRADE THE
<br />TOPS OF ALL PROPOSED AND EXISTING SANITARY SEWER MANHOLES, STORM DRAIN
<br />MANHOLES, VALVE BOXES AND WATER METER BOXES, ETC., AND THE COST OF SUCH
<br />WORK SHALL BE INCLUDED IN THE UNIT PRICES FOR STREET WORK.
<br />20. THE OFFICE OF QUARTAROLI AND ASSOCIATES, 310 SUN WEST PLACE, SUITE "A
<br />MANTECA, CALIFORNIA (209) 239-4908, SHALL BE NOTIFIED FIVE (5) WORKING DAYS IN
<br />ADVANCE OF ANY REQUIRED CONSTRUCTION SURVEYING.
<br />21. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER NINE, SECTION
<br />6705, 6706, 6707, OF THE STATE LABOR CODE.
<br />22. CONTRACTORS AND SUB -CONTRACTORS BIDDING ON THIS PROPOSED PROJECT SHALL
<br />CAREFULLY EXAMINE THESE PLANS AND CAREFULLY REVIEW THE CONSTRUCTION SITE TO
<br />OBTAIN FIRST HAND KNOWLEDGE OF EXISTING CONDITIONS AND TO DETERMINE
<br />SPECIFICALLY WHAT IS REQUIRED TO BE ACCOMPLISHED IN HIS PORTION OF THE TOTAL
<br />WORK. IF ANY DOUBT EXISTS TO THE INTENT OF THE PLANS, SPECIFIC DETAILS,
<br />CONSTRUCTION NOTES, OR IF THE CONTRACTOR AND SUB -CONTRACTOR REQUIRES
<br />ADDITIONAL INFORMATION, IT MUST BE CLARIFIED WITH QUARTAROLI AND ASSOCIATES AND
<br />SIEGFRIED ENGINEERING, INC. PRIOR TO BIDDING, OR HIS BID SHOULD STATE ACCURATELY
<br />WHAT IS INCLUDED AND WHAT IS EXCLUDED.
<br />23. CONTRACTOR AND ANY SUB -CONTRACTOR USING PLANS WHICH ARE UNAPPROVED BY
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS AND PLANNING DEPARTMENTS
<br />SHALL DO SO AT THEIR OWN RISKS. QUARTAROLI AND ASSOCIATES AND SIEGFRIED
<br />ENGINEERING WILL NOT BE HELD RESPONSIBLE FOR USAGE OF SUCH PLANS FOR THE
<br />CONSTRUCTION OF THIS PROJECT.
<br />Reflector Sign -California Highway
<br />Code Type NR (24" x 24")
<br />3/8" galvanized2'
<br />bolts & washers at end
<br />I
<br />:El
<br />I I; I
<br />M
<br />I
<br />Reflectors symmetrically
<br />placed 12' t O.C.
<br />6"x6" dense
<br />27x8" select grade structural grade
<br />Douglas Fir surfaced Redwood, treated I
<br />four sides. Hemlockt treated
<br />Douglas Fir surfaced
<br />12' Max. four sides.
<br />Evenly Spaced
<br />TYPE "A"
<br />13ARRICADE DETAIL
<br />SCALE: NONE
<br />50'
<br />1 MIN MAX. Nii�R[-_12%�2% IRi
<br />6" A.B. SHOULDER
<br />COMPACTED ® 95%
<br />RELATIVE COMPCTION
<br />24. IN THE EVENT THAT QUARTAROLI AND ASSOCIATES OR SIEGFRIED ENGINEERING, INC.
<br />IS NOT EMPLOYED TO DO THE CONSTRUCTION SURVEYING FOR THIS PROJECT, THIS NOTE
<br />IS TO GIVE FORMAL NOTICE TO OWNER/DEVELOPER AND CONTRACTOR THAT QUARTAROLI
<br />AND ASSOCIATES AND SIEGFRIED ENGINEERING CANNOT, AND WILL NOT TAKE
<br />RESPONSIBILITY FOR ERRORS OR OMISSIONS REGARDING THESE IMPROVEMENT PLANS, IF
<br />ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED OR DETECTED
<br />AND/OR CORRECTED OR MITIGATED HAD QUARTAROLI AND ASSOCIATES OR SIEGFRIED
<br />ENGINEERING, INC. DONE THE CONSTRUCTION SURVEYING.
<br />25. INSPECTION DURING CONSTRUCTION: ANY IMPROVEMENTS CONSTRUCTED TO THE
<br />SPECIFICATIONS AND WHICH IT IS INTENDED THAT SAN JOAQUIN COUNTY WILL ASSUME
<br />MAINTENANCE RESPONSIBILITY, MUST BE INSPECTED DURING CONSTRUCTION BY AN
<br />AUTHORIZED AGENT OF SAN JOAQUIN COUNTY. EACH PHASE OF CONSTRUCTION MUST BE
<br />INSPECTED AND APPROVED PRIOR TO PROCEEDING TO THE SUBSEQUENT PHASES. ANY
<br />IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED ABOVE OR
<br />CONSTRUCTED CONTRARY TO THE ORDER OR INSTRUCTIONS OF THE AUTHORIZED AGENT
<br />OF SAN JOAQUIN COUNTY WILL BE DEEMED AS NOT COMPLYING WITH SAN JOAQUIN
<br />COUNTY STANDARDS AND SPECIFICATIONS, AND WILL NOT BE ACCEPTED BY SAN JOAQUIN
<br />COUNTY FOR MAINTENANCE PURPOSES. SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br />WORKS WILL PERFORM FIELD INSPECTIONS FOR THIS PROJECT.
<br />26. CHANGES ON PLANS AND SPECIFICATIONS: ANY CHANGES TO THE APPROVED
<br />IMPROVEMENT PLANS AND SPECIFICATIONS MUST BE PREPARED AND APPROVED BY
<br />SIEGFRIED ENGINEERING, INC. AND SHALL BE SUBMITTED TO SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br />27. A GEOTECHNICAL INVESTIGATION WAS PREPARED FOR THIS PROJECT SITE BY NEIL 0.
<br />ANDERSON AND ASSOCIATES DATED JANUARY 27, 2006 AND IS MADE A PART OF THESE
<br />PLANS BY REFERENCE.
<br />28. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO SAN JOAQUIN COUNTY
<br />STANDARDS AND TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. (MUTCD)
<br />AND THE CALIFORNIA SUPPLIMENT TO THE MUTCD.
<br />29. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br />FOR JOB SITE CONDITIONS DURING THE COURSEF
<br />0 CONSTRUCTION OF THIS PROJECT,
<br />INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
<br />APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS, THE SAN JOAQUIN
<br />COUNTY ITS ELECTED OFFICIALS OFFICERS EMPLOYEES AND AGENTS FROM ANY AND ALL
<br />CLAIMS, COSTS OF LITIGATION, DAMAGES, AND ATTORNEY'S FEES, FOR PERSONAL
<br />INJURY OR PROPERTY DAMAGE OF WHATEVER NATURE WHICH ARE CLAIMED TO HAVE
<br />OCCURRED DURING THE TERM OF THIS PROJECT.
<br />30. THIS PROJECT SHALL IMPLEMENT THE AIR POLLUTION CONTROL DISTRICT'S FUGITIVE
<br />DUST CONTROL MEASURES AND OZONE EMISSION MEASURES DURING CONSTRUCTION.
<br />31. ALL EARTHWORK AND GRADING SHALL BE IN CONFORMANCE WITH CHAPTERS 33 OF
<br />THE UNIFORM BUILDING CODE.
<br />32. THE INTENT OF THE GRADING PLAN IS TO PROVIDE GRADES TO RECEIVE PAVEMENT,
<br />STORM DRAINAGE FACILITIES AND BUILDING PAD.
<br />33. THESE EARTHWORK QUANTITIES ARE COMPUTED FOR THE GRADING PERMIT
<br />APPLICATION PURPOSES ONLY. THESE EARTHWORK QUANTITIES ARE NOT BID QUANTITIES.
<br />IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL QUANTITIES. (REFER TO NOTE
<br />No. 14)
<br />2:1 MAX.
<br />r-1'MIN.
<br />6" A.B. SHOULDER
<br />COMPACTED ® 95%
<br />RELATIVE COMPCTION
<br />RURAL RESIDENTIAL
<br />TYPICAL ROAD SECTION
<br />SCALE: NONE
<br />See Note 7
<br />N
<br />-f { l---- 2" TYP• I
<br />Idl A I N i nnsr-4r Ti
<br />L-1/2" R (typ) N r j o0
<br />TYPICAL STREET SIGN
<br />May be installed
<br />on SW -42 sign
<br />See Note 7
<br />MAIN loo
<br />`Blacksymbol on
<br />yellow background
<br />2' clear ttoT
<br />TOP
<br />o
<br />edge of E
<br />pavement N
<br />Diamond Grade
<br />Sheeting
<br />of normal y 6' rural
<br />typical section R/W *3'-6" (4'-6") 0 7' urban
<br />25' to edge of pavement
<br />R W 12' \ o
<br />25' e
<br />7' 6' 12 o
<br />1'min % 2% 2% $% Sign Support System: °
<br />AR. �- 3:1 or
<br />°" •°°° flatter Y X Y Square Perforated Steel
<br />1 Tubing w/Penetrator Anchor
<br />(Contact: S.J. County Traffic Maintenance
<br />Division (209) 4e5-3085 for approved
<br />Ibt of vendors)
<br />TYPICAL PARTIAL WIDTH STREET TYPICAL STOP AND STREET
<br />SCALE: NONE SIGN INSTALLATION
<br />R W R W
<br />s0'
<br />30' 30'-
<br />6'
<br />1'MIN 4 20'- _..__2%p' 4,
<br />1'MIN.
<br />IL 8% -� 8�
<br />r VAR. AR O.G.QROFESSIpH
<br />RURAL COLLECTOR w
<br />39729 A
<br />TYPICAL ROAD SECTION * ; xP. 12/31/07
<br />SCALE: NONE o. r,,,�\
<br />DATE SIGNED:
<br />34. CONTRACTORS
<br />SHALL FOLLOW SAN JOAQUIN
<br />COUNTY STANDARD CONSTRUCTION PLANS
<br />AND SPECIFICATIONS AND PROJECT SPECIFICATIONS IF ANY. SAN JOAQUIN COUNTY
<br />STANDARD CONSTRUCTION PLANS AND SPECIFICATIONS ARE AVAILABLE FROM THE SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS, 1810 HAZELTON AVENUE, STOCKTON,
<br />CA. AND PROJECT SPECIFICATIONS ARE AVAILABLE FROM QUARTAROLI & ASSOCIATES, INC.,
<br />310 SUN WEST PLACE, SUITE A, MANTECA, CA.
<br />35. CONTRACTOR SHALL SUBMIT TO QUARTAROLI & ASSOCIATES FOR APPROVAL
<br />EQUIPMENT AND MATERIAL SPECIFICATION OF ITEMS HE WISHES TO SUBSTITUTE FROM
<br />THAT WHICH IS SPECIFIED ON THE IMPROVEMENT PLANS, SAN JOAQUIN COUNTY STANDARD
<br />PLANS AND SPECIFICATIONS AND PROJECT SPECIFICATIONS.
<br />36. CONTRACTOR SHALL OBTAIN A GRADING PERMIT FOR THIS PROJECT PRIOR TO
<br />BEGINNING ANY GRADING ON-SITE OR OFF-SITE.
<br />37. CONTRACTOR SHALL NOT CAUSE THE CONSTRUCTION SURVEY STAKES TO BE
<br />DESTROYED OR REMOVED UNTIL THE IMPROVEMENTS HAVE BEEN ACCEPTED BY THE
<br />INSPECTOR. CONTRACTOR SHALL COORDINATE ACCEPTANCE OF IMPROVEMENTS BY THE
<br />INSPECTOR SO THAT THE PREVIOUS SET OF CONSTRUCTION STAKES DO NOT CONFLICT
<br />WITH THE NEXT PHASE OF CONSTRUCTION.
<br />38. QUARTAROLI AND ASSOCIATES, INC. SIEGFRIED ENGINEERING, INC. AND
<br />SUB -CONSULTANTS SHALL NOT BE PROVIDING INSPECTIONS, CONSTRUCTION SUPERVISION,
<br />OR PROJECT MANAGEMENT SERVICES FOR THIS PROJECT UNLESS SPECIFICALLY SPECIFIED
<br />IN THE SCOPE OF SERVICES OF THE PROJECT CONTRACT. IT IS ASSUMED THAT THE
<br />OWNER/DEVELOPER SHALL EMPLOY A COMPETENT CONTRACTOR, WHICH IS EXPERIENCED
<br />IN THE WORK BEING PROPOSED ON THESE IMPROVEMENT PLANS AND IS KNOWLEDGEABLE
<br />OF LOCAL CONSTRUCTION STANDARDS, PROCEDURES AND POLICIES.
<br />39. ALL LINEAR FOOTAGES, AREAS OR VOLUMETRIC AMOUNTS OF PIPING MATERIAL,
<br />CONCRETE, ASPHALT CONCRETE, EXCAVATION AND IMPORT FILL MATERIAL SHOWN ON
<br />THESE IMPROVEMENT PLANS ARE APPROXIMATE. ACTUAL AS -BUILT FIELD MEASUREMENTS
<br />SHALL PREVAIL.
<br />40. THE TITLE REPORT FOR THE AFFECTED PROPERTIES HAS BEEN REVIEWED, AND ANY
<br />APPLICABLE CONDITIONS, SUCH AS EASEMENTS, S, INCORPORATED INTO THE PLANS.
<br />NOTES:
<br />1. One street sign is required
<br />at each intersection.
<br />2. Block numbers are to be acquired
<br />from the San Joaquin County
<br />Community Developement Department.
<br />3. See improvement plans for
<br />location of traffic control devices.
<br />4. The length of the street sign
<br />varies due to the length of
<br />the street name.
<br />5. Signs shall be posted on 2" I.D. galy.
<br />pipe in urban areas and either pipe or
<br />47x4" posts in rural areas.
<br />6. Stop sign sizes shall be 30" for
<br />urban areas and 36" for rural areas.
<br />7. Use the following for terminal streets
<br />less than 300 feet in length:
<br />Edge of pavement
<br />or back of dike
<br />Stop and street
<br />sign location
<br />1- 2' clear
<br />STOP AND STREET SIGN
<br />LOCATION DETAIL
<br />* In URBAN Locations
<br />3'-6" or more to face of post
<br />In RURAL Locations
<br />4'-6" or more to face of post
<br />STANDARD STREET
<br />SIGN DETAILS
<br />SCALE: NONE
<br />Sign - State of Calif. Hwy.
<br />Code W-57 (24"x48")
<br />Sign - State of Calif. -J of
<br />Hwy. Code "type N -Y'
<br />24 x24 (reflective
<br />yellow background) 4
<br />\\\ �
<br />N
<br />ENGINEERING, INC
<br />LANE REDUCTION
<br />SIGNING
<br />1. Center the lane reduction sign
<br />behind Type A barricade
<br />(barricade to be placed on a
<br />skew with Type N -Y signs
<br />attached).
<br />2. Place Class 1 flexible post
<br />delineators (Cal Trans A73C) at a
<br />10 : 1 taper preceding the
<br />Type A barricade (minimum of
<br />5 delineators).
<br />3. Pavement lane reduction arrows.
<br />4. W 11, transition sign.
<br />Civil Engineering
<br />Land Surveying
<br />• Structural Engineering
<br />• Planning
<br />4045 Coronado Avenue • Stockton, CA 95204
<br />209 943-2021. Fax: 209 942-0214
<br />E -Mail: mailOsiegfriedeng.com
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