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<br />VICINITY MAP
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<br />GENERAL NOTES
<br />1. CIVIL ENGINEER. GIULIANI & KULL, INC.
<br />440 S. YOSEMITE AVENUE, SUITE A
<br />OAKDALE, CA 95361
<br />PHONE: (209) 847-8726
<br />2. THE ENGINEER ASSUMES NO RESPONSIBILITY BEYOND THE ADEQUACY OF HIS DESIGN
<br />CONTAINED HEREIN.
<br />3. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br />FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
<br />INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THESE REQUIREMENTS
<br />SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, ANL
<br />THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, SAN JOA(
<br />AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
<br />WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
<br />ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OF THE ENGINEER.
<br />4. CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE
<br />CONSTRUCTION SAFETY ORDERS.
<br />5. ALL CONSTRUCTION MATERIALS AND METHODS SHALL COMPLY WITH THE ORDINANCES,
<br />SPECIFICATIONS AND STANDARDS OF THE COUNTY OF SAN JOAQUIN.
<br />6. UTILITIES AND UNDERGROUND FACILITIES INDICATED ARE FOR INFORMATION ONLY. IT
<br />IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND DEPTH WITH 77-
<br />APPROPRIATE
<br />FAPPROPRIATE AGENCIES. NEITHER THE OWNER NOR THE COUNTY NOR THE ENGINEER
<br />ASSUMES RESPONSIBILITY THAT THE UTILITIES AND UNDERGROUND FACILITIES
<br />INDICATED WILL BE THE UTILITIES AND UNDERGROUND FACILITIES ENCOUNTERED.
<br />CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) TO LOCATE All
<br />UTILITIES (800) 642-2444.
<br />7. THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING
<br />LANDSCAPE AND OTHER IMPROVEMENTS WITH A SMOOTH TRANSITION IN PAVING,
<br />GRADING, ETC., AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES
<br />OR CROSS SLOPES, LOW SPOTS OR HAZARDOUS CONDITIONS.
<br />8. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL GRADE OF CONCRETE UNLES!
<br />FORMS ARE CHECKED PRIOR TO POURING.
<br />9. CONTRACTOR SHALL POST ON THE SITE, EMERGENCY TELEPHONE NUMBERS FOR PUBLIC
<br />WORKS, AMBULANCE, POLICE AND FIRE DEPARTMENTS.
<br />10. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, PAVEMENT MARKINGS, BARRICADES,
<br />FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN
<br />ACCORDANCE WITH AASHTO STANDARDS, COUNTY OF SAN JOAQUIN STANDARDS, AND
<br />MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA SUPPLEMENT).
<br />11. BENCH MARK: USGS BRASS DISC H957 ON NORTHEAST WINGWALL OF CANAL CROSSING NEAR
<br />INTERSECTION OF ESCALON-BELLOTA RD. AND SKIFF ROAD.
<br />ELEV.=64.62 ON ASSUMED DATUM. (ADD 42.31' FOR CONVERSION TO NGVD 1929 DATUM)
<br />12. CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO
<br />SUBMITTING A BID.
<br />13. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY OFF-SITE CONSTRUCTION. ANY AND
<br />ALL SPECIFIC REQUIREMENTS AND/OR CONSTRUCTION DETAILS IMPOSED BY THE ENCROACHMENT
<br />PERMIT SHALL BECOME A PART OF THESE IMPROVEMENT PLANS.
<br />14. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR ANY CHANGES MADE WITHOUT
<br />THE WRITTEN AUTHORIZATION FROM GIULIANI AND KULL, INC.
<br />15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL SURVEY AND
<br />CONSTRUCTION STAKES. SURVEY AND CONSTRUCTION STAKES THAT ARE LOST OR DESTROYED
<br />DUE TO THE CONTRACTOR'S NEGLIGENCE WILL BE RESET AT THE EXPENSE OF THE CONTRACTOR.
<br />16. CONTRACTOR'S BID SHALL INCLUDE THE COST OF ANY NECESSARY SOILS COMPACTION
<br />AND MATERIAL TESTING.
<br />PRIVATE STREET IMPROVEMENT PLANS
<br />FOR
<br />27744 E. CARTER ROAD
<br />A PORTION OF THE LOCKE-PADDON ADDITION TO THE TRIGO ANTIQUATED SUBDIVISION
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />SITE APPROVAL APPLICATION NO. PA -06-240
<br />GRADING N01ES
<br />1. ALL GRADING IS SUBJECT TO OBSERVATION BY THE COUNTY OF SAN JOAQUIN. THE
<br />CONTRACTOR SHALL NOTIFY THE COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC
<br />WORKS AT LEAST 48 HOURS BEFORE THE START OF ANY GRADING.
<br />2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY, LOCATE AND
<br />PROTECT ALL UNDERGROUND FACILITIES.
<br />i
<br />J. THE CONTRACTOR SHALL MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC
<br />RIGHTS-OF-WAY IN A CLEAN, SAFE AND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK
<br />OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PUBLICLY OWNED PROPERTY
<br />DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. ALL ADJACENT
<br />PROPERTY, PRIVATE OR PUBLIC, SHALL BE MAINTAINED IN A CLEAN, SAFE AND USABLE
<br />CONDITION.
<br />GRAPHIC SCALE
<br />SITE MAP / KEY SHEET 2m D 100
<br />GRADING NOTES (CONT'D)
<br />4. ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE
<br />STANDARDS ESTABLISHED BY THE AIR QUALITY MAINTENANCE DISTRICT FOR AIRBORNE
<br />PARTICLES (DUST). IN ADDITION, GRADING SHALL CONFORM WITH SECTION 10 OF THE
<br />STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, AND PER SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS REQUIREMENTS.
<br />5. ALL KNOWN WELL LOCATIONS ON THE SITE HAVE BEEN INCLUDED AND SUCH WELL SHALL
<br />BE MAINTAINED OR ABANDONED ACCORDING TO CURRENT REGULATIONS ADMINISTERED BY
<br />THE COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS AND THE SAN JOAQUIN
<br />COUNTY HEALTH DEPARTMENT.
<br />6. IF HUMAN REMAINS ARE DISCOVERED DURING CONSTRUCTION, UNLESS THE CORONER HAS
<br />NOTIFIED THE CONTRACTOR IN WRITING THAT THE REMAINS DISCOVERED HAVE BEEN DETERMINED
<br />NOT TO BE NATIVE AMERICAN, THE CONTRACTOR SHALL NOTIFY ALL PERSONS ON THE COUNTY'S
<br />NATIVE AMERICAN NOTIFICATION LIST OF SUCH DISCOVERY. SUCH NOTIFICATION SHALL BE
<br />SENT BY FIRST CLASS U.S. MAIL WITHIN SEVEN (7) DAYS OF THE DATE ON WHICH THE
<br />CONTRACTOR NOTIFIED THE CORONER AND SHALL STATE THAT THE CORONER HAS BEEN
<br />NOTIFIED IN ACCORDANCE WITH CALIFORNIA STATE LAW.
<br />Z THIS PLAN DOES NOT APPROVE THE REMOVAL OF TREES APPROPRIATE TREE REMOVAL
<br />PERMITS AND METHODS OF TREE PRESERVATION SHOULD BE OBTAINED FROM THE COUNTY
<br />COMMUNITY DEVELOPMENT DEPARTMENT AND THE COUNTY ARBORIST.
<br />8. ALL GRADING SHALL CONFORM TO APPROVED SPECIFICATIONS PRESENTED HEREIN OR
<br />ATTACHED HERETO. ALL GRADING WORK SHALL BE OBSERVED AND APPROVED BY THE
<br />SOILS ENGINEER. THE SOILS ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS BEFORE
<br />BEGINNING ANY GRADING AT TELEPHONE NUMBER (209) 845-1305. UNOBERSERVED AND
<br />UNAPPROVED GRADING WORK SHALL BE REMOVED AND REPLACED UNDER OBSERVATION
<br />AT CONTRACTOR'S EXPENSE.
<br />( IN FEET )
<br />1 inch - 200 ft.
<br />LEGEND
<br />OH
<br />-- SD
<br />EXISTING EDGE OF PAVEMENT (EP)
<br />EXISTING GRADE BREAK
<br />EXISTING OVERHEAD UNE
<br />EXISTING STORM DRAINAGE UNE
<br />EXISTING FENCEUNE
<br />0; DIAL TOLL FREE
<br />1-800-227-2600
<br />AT LEW 1110 DAYS
<br />IiFW YOU DIG
<br />UNDMI M SUFAM Alan OF 01ORMI I CROOMM
<br />EXISTING UTILITY POLE/GUY
<br />EXISTING GROUND ELEVATION
<br />EXISTING PAVEMENT ELEVATION
<br />EXISTING EDGE OF PAVEMENT ELEVATION
<br />SURVEY MONUMENT PER SAN JOAQUIN
<br />COUNTY STD. DWG CW -M1
<br />EXISTING DIRECTION OF DRAINAGE FLOW
<br />PROPOSED EDGE OF PAVEMENT (EP)
<br />PROPOSED SAWCUT UNE
<br />- - - - - - PROPOSED GRADE BREAK LINE
<br />EXISTING a • BE REMIOVKF
<br />PROPOSED AC PAVEMENT PER TYPICAL SECTIONS
<br />SHEET INDEX
<br />C1
<br />COVER SHEET
<br />C2
<br />DETAILS
<br />AND TYPICAL CROSS-SECTIONS
<br />C3
<br />DETAILS
<br />AND TYPICAL CROSS-SECTIONS
<br />C4
<br />PLAN &
<br />PROFILE:
<br />SINGER DRIVE STA. 1+00 TO STA 12+25
<br />C5
<br />PLAN &
<br />PROFILE:
<br />MOODY LANE, STA.12+25 TO STA 21+21
<br />C6
<br />PLAN &
<br />PROFILE:
<br />PADDON DRIVE, STA. 2+00 TO STA 9+00
<br />C7
<br />PLAN &
<br />PROFILE:
<br />PADDON DRIVE, STA.9+00 TO STA 15+51
<br />C8
<br />PLAN &
<br />PROFILE:
<br />SADIE LANE, STA.3+00 TO STA 11+50
<br />C9
<br />PLAN &
<br />PROFILE:
<br />SADIE LANE, STA. 11+50 TO STA 16+34
<br />C10
<br />EROSION
<br />CONTROL
<br />PLAN
<br />C11
<br />EROSION
<br />CONTROL
<br />DETAILS
<br />PAVING AND MATERIALS NOTES
<br />1. ALL MATERIALS AND INSTALLATION METHODS SHALL CONFORM TO THE COUNTY OF
<br />SAN JOAQUIN AND STANDARDS AND SPECIFICA71ONS OF THE STATE OF CALIFORNIA
<br />DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS JULY 1999
<br />AND THE RECOMMENDATIONS OF THE SOILS ENGINEER.
<br />2. INSTALLATION OF, AND MATERIALS FOR ASPHALT PAVING SHALL CONFORM TO 774E
<br />COUNTY OF SAN JOAQUIN STANDARD SPECIFICATION. ALL `ON-SITE" FINAL COURSE ASPHALT
<br />SHALL HAVE 1/2" MAXIMUM MEDIUM GRADING.
<br />3. PRIME COAT, WHEN REQUIRED, SHALL BE LIQUID ASPHALT GRADE SC -250 OR SC -70 AND SHALL
<br />BE APPLIED TO THE ENTIRE PAVED AREA AND THE COST SHALL BE INCLUDED IN THE UNIT PRICE
<br />BID FOR ASPHALT CONCRETE PRIME COAT SHALL BE PLACED IN ACCORDANCE IM774 THE
<br />REQUIREMENTS OF SECTION 39-4 OF THE CALTRANS STANDARD SPECIFICATIONS.
<br />UTILITY NOTES
<br />1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF EXISTING
<br />UTILITIES AND FOR THE REPAIRS OF THOSE DAMAGED DURING CONSTRUCTION,
<br />WHETHER OR NOT THEY APPEAR ON THESE DRAWINGS THE CONTRACTOR SHALL
<br />VERIFY THE INVERT, SIZE AND LOCATION OF EXISTING UTILITIES PRIOR TO THE PLACEMENT
<br />OF NEW PIPES AND/OR CONDUITS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
<br />IF A CONFLICT EXISTS.
<br />2. ALL MATERIAL SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS
<br />NOTED OTHERWISE.
<br />J. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AMPLE COVER FOR THE
<br />PROTECTION OF ALL INSTALLED UTILITIES DURING THE CONSTRUCTION OF THIS
<br />PROJECT.
<br />4. THE CONTRACTOR SHALL SCHEDULE AND COORDINATE ANY WORK TO BE DONE BY
<br />THE SERVING UTILITY COMPANIES IN CONJUNCTION WITH AND NECESSARY FOR THE
<br />INSTALLATION OF THE COMPLETE AND OPERABLE UTILITY SYSTEMS SHOWN
<br />HEREON, UNLESS NOTED OTHERIMSE.
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED: I� .
<br />SIGNATURE DATE
<br />ENCROACHMEIIyy������DATE
<br />PERMIT NO.:. Ilbillitfiff
<br />ISSUED:
<br />BY -
<br />ADDITIONAL NOTES FOR GRADING BUILDING PERMIT:
<br />1. EARTHWORK QUANTITIES:
<br />CUT: 4729 CU. YDS.
<br />FILL: 1200 CU. YDS.
<br />EXCESS: 3729 CU. YDS.
<br />EXCESS IS TO BE DISTRIBUTED EVENLY ONSITE ON PRIVATE LOTS.
<br />2. THE PROJECT SHALL COMPLY WITH THE CALIFORNIA BUILDING CODE,
<br />CHAPTERS 18 AND 33.
<br />3. THE PURPOSE OF THE GRADING AND IMPROVEMENTS ON THIS PLAN IS TO
<br />PROVIDE ACCESS FOR THE ONSITE LOTS AS APPROVED BY THE SAN
<br />JOAQUIN COUNTY SITE APPROVAL PERMIT, PA -0600240.
<br />4. REFER TO THE SPECIFICATIONS AND NOTES ON THESE PLANS FOR
<br />INFORMATION ON CONSTRUCTION METHODS AND MATERIALS.
<br />5. PROJECT IS NOT WITHIN THE 100 -YEAR FLOOD ZONE.
<br />ADDITIONAL STRIPING NOTES:
<br />1. CONTRACTOR SHALL PROVIDE ALL SIGNAGE, PAVEMENT
<br />MAINLINES, AND DELINEATION.
<br />2. CONTRACTOR SHALL CONFORM TO MUTCD, CALIFORNIA
<br />SUPPLEMENT STANDARDS, AND COUNTY STANDARD ;'• ?ls
<br />DETAILS IN THEIR DELINEATION.•E. aR1 ••.•Oie
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<br />3. CONTRACTOR SHALL CONTACT COUNTY TRAFFIC
<br />MAINTENANCE THROUGH THE FIELD ENGINEER TO HAVE
<br />COUNTY REVIEW ALL TRAFFIC CONTROL DEVICES, .EP,
<br />PAVEMENT MARKINGS, AND DEUNEA71ONS BEFORE FINAL
<br />INSTALLATION.
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