|
GENERAL SITE DEVELOPMENT NOTES:
<br />I. THE GENERAL CONTRACTOR SMALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE
<br />DURING THE RELATED CONSTRUCTION OPERATIONS.
<br />2. GENERAL CONTRACTOR SMALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK.
<br />3. THE GENERAL CONTRACTOR SMALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO
<br />CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE
<br />URUTIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE
<br />SHOWN HEREON, EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN
<br />VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS, RARGHAUSEN CONSULTING
<br />ENGINEERS, INC. ASSUMES NO LUBRTY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE
<br />CONTRACTOR SHALL CONSULT BARGRAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING VAIN
<br />CONSTRUCTION.
<br />4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK
<br />SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE
<br />SPECIFICATIONS OR THE REIA71VE CODES, ITIS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING
<br />PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF
<br />FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH
<br />LOCAL REGULATIONS AND CODES.
<br />5. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UIILNIES INVOLVED PRIOR TO CONSTRUCTION.
<br />6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION, INSPECTION OF PRIVATE FACILITES
<br />WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24
<br />HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
<br />7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL
<br />AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S), CONTRACTOR SHALL PROVIDE 72 MRS MIN, ADVANCE NOTIFICATION TO OWNER,
<br />FIELD ENGINEER AND ENGINEER OF PRE-CONSTRUCDON MEETINGS.
<br />8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR WORKER AND SNE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND
<br />REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE
<br />FOR DETERMINING THE TIFANS AND METHODS• REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA AS WELL AS ANY OTHER
<br />ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES.
<br />9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEOUATE SAFEGUARDS, SAFETY DEVICES PROTECTIVE EQUIPMENT, FLAGGERS,
<br />AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAM OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH
<br />THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR, ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL
<br />TRAFFIC ROW SMALL REQUIRE AT LEAST ONE BAGGER FOR EACH LANE OF TRAFFIC AFFECTED,
<br />10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR 10 PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING
<br />CONSTRUCTION. THE CONTRACTOR SHALL UA RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL
<br />WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PUNS
<br />11. TWO (Z) COPIES OF THESE APPROVED PIANS RUST BE ON THE JOB SITE WHENEVER CONSTRUCTI
<br />ON 6 W PROGRESS ONE (I) SET WITH
<br />RECORDS OF AS -BLU INi0RMATI0N SHALL BE SUBMIFIED TO BARGHAUSEN CONSVLTMG ENGINEERS, INC. AL COMPLETION OF PROJECT.
<br />12. GENERAL CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS,
<br />STAKING CONTROL SMALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BCE.
<br />STATEMENT OF SPECIAL INSPECTIONS
<br />KO I) SPECIAL INSPECTIONS AND TESTS OF SOLS
<br />NOTE: REFER TO SHEET 53A FOR STRUCTURAL SPECIAL INSPECTIONS
<br />LEGEND
<br />INC.
<br />13899
<br />13899 ROAD
<br />CONfINIl0U5 SPECW.
<br />PERgOC SPECIAL
<br />C3.0
<br />PHONE: (209) 986-3085
<br />95829
<br />TYPO
<br />INSPEciaN
<br />INsI>ECT1oN
<br />1,
<br />VERIFY MATERIALS BELOW
<br />SWALLOW
<br />FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING
<br />X
<br />KENT, WA 98032
<br />CAPACITY.
<br />CML ENGINEER
<br />BARGHAUSEN CONSULTING ENGINEERS, INC.
<br />C7.0
<br />AN
<br />2,
<br />VERIFY EXCAVATIONS ARE
<br />EXTENDED
<br />TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL
<br />--
<br />%
<br />3.
<br />PERFORM CLASSIFICATION
<br />AND TESTING OF COMPACTED FILL MATERIALS.
<br />--
<br />X
<br />4,
<br />VERIFY USE OF PROPER
<br />MATERIALS,
<br />DENSITIES AID LIFT THICKNESSES WRING PLACEMENT AND
<br />X
<br />COMPACTION OF COMPACTED
<br />FILL
<br />am
<br />BUILDING
<br />5,
<br />PRIOR TO PLACEMENT OF
<br />COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT THE SITE HAS BEEN
<br />e5L
<br />BUILDING SETBACK LINE
<br />PREPARED PROPERLY.
<br />PROPOSED
<br />ASPHALT
<br />-'
<br />X
<br />CIVIL - COVER SHEET
<br />ARCO C -STORE AND FUEL CANOPY
<br />3443 CHEROKEE ROAD, SAN JOAOUIN COUNTY CA
<br />11•T /Y
<br />op
<br />A�
<br />LEGAL DESCRIPTION
<br />ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE UNINCORPORATED AREA IN THE COUNTY OF SW JOAQUIN, STATE OF
<br />CAIFORNA. DESCRIBED AS FOLLOWS:
<br />A PORTION OF LOT 12 OF 'CRAIG TRACT', AS SHOWN IN VOLUME 1 Cf MAPS AND PUTS, PAGE 20, SAN JOAOUIN COUNTY
<br />RECORDS, BEING ALSO IN SECTION 53 OF C.M. WEBER GRANT, SAN JCAQUIN COUNTY, MORE PARTICULARLY DESCRIBED AS
<br />FOLLOWS:
<br />BEGINMNo AT THE SOUTHWEST CORNER OF SND LOT 12; THENCE AL04G THE SOUTHEASTERLY LINE OF SAID LOT 12, SAID
<br />UNE BEING ALSO THE NORTHERLY LINE OF CHEROKEE LANE (80 FEET N WIDTH), NORTH 3701' EAST, 515.35 FEET:
<br />THENCE NORTH 5759' WEST, 300.71 FEET; THENCE SOUTH 7515'09' WEST, 197.91 FEET TO A POINT ON THE WESTERLY
<br />LEE OU SAID LOT 12, SAID POINT BEING ALSO ON THE EASTERLY LINE OF NEWTON AVENUE (80 FEET IN WIDTH); THENCE
<br />KONG
<br />SAID WESTERLY LOT LINE AND EASTERLY ROAD UNE, SOUTH 1737' EAST, 565.90 FEET TO THE PONT OF BEGINNING
<br />OF THE HEREIN DESCRIBED PARCEL.
<br />EXCEPTING THEREFROM THE FOLLOW9NG PARCEL OF LAND, AS DESCRIED IN DEEDS RECORDED IN VOLUME 3625 OF
<br />OFFICIAL RECORDS, AT PAGE 600, VOLUME 3700 OF OFFICIAL RECORK PACE 359 AND VOLUME 3700 OF OFFICIAL
<br />RECORDS, PAGE 362, SAN JOAQUIN COUNTY RECORDS, DESCRIBED AS FOLLOWS:
<br />BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 12; THENCE ALONG THE SOUTHEASTERLY UNE OF SAID LOT 12, SND
<br />LINE BONG ALSO THE NORTHERLY LINE OF CHEROKEE MANE (80 FEET N WIDTH), NORM 3701' EAST, 230.00 FEET;
<br />THENCE SOUTH 41831127" WEST, 109.90 FEET; THENCE NORTH 8746 REST, 69.13 FEET; THENCE NORTH 30'39'14' WEST,
<br />80.47 FEET TO A POINT ON THE WESTERLY LINE OF SAID LOT 124 SAID POINT BEING ALSO ON THE EASTERLY LINE OF
<br />NEWTON ROAD (80 FEET IN WIDTH); THENCE ALONG SAID WESTERLY 101 UNE AND EASTERLY ROAD LINE, SOUTH 1737
<br />HIST, 100.00 FEET TO THE PONT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL
<br />ABOVE DESCRIBED PROPERTY IS THE SAME AS SHOWN ON RECORD A SURVEY, RECORDED DECEMBER 20, 1974 IN BOOK
<br />Z6 OF SURVEYS AT PAGE 91, SAN JOAQUIN COUNTY RECORD,
<br />SOILS REPORT NOTES
<br />1. THE FOLLOWING SOLS REPORT TOR THE SITE SHAH BE CONS�FIO PMT OF THESE
<br />CONSTRUCTION DOCUMENTS:
<br />STILLS REPORT: REPORT OF GEOTECHNICAL INVESTIGATION
<br />MPE NUMBER 1661-01-17
<br />DATE: MARCH 29, 2017
<br />PREPARED BY: PARAGON GEOTECHNICAL, INC.
<br />7979 WENTE WAY
<br />SACRAMENTO, CALIFORNIA 95829
<br />(916) 682-0906
<br />2. II SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF
<br />THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED PTH DURING ALL PHASES OF
<br />THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION.
<br />3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH KORMATKIN SHOWN ELSWHERE
<br />ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFIGTON SHALL BE BROUGHT TO THE
<br />ATTENTION OF THE ARCHITECT/ENGINEER FOR DETERMINATION.
<br />4. A REPRESENTATIVE OF THE SOLS ENGINEER SMW. BE AVAILABLE TO OBSERVE AND APPROVE
<br />THE
<br />EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS
<br />ENGINEER SMALL SUBMIT FIELD REPORTS CERTIFYING THAT THE WTHODS AND MATERIALS OF THE
<br />EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH ME RECONENDATIONS OF THE SOLS
<br />INVESTIGATION AND THAT THE WORK WAS PERFORMED TO HIS/MER SATISFACTION.
<br />5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE (5) ACRKING DAYS PRIOR TO ANY
<br />SITE CLEWING OR GRADING,
<br />PROJECT TEAM
<br />OWNER/APPLICANT:
<br />LEGEND
<br />INC.
<br />13899
<br />13899 ROAD
<br />7979 WENIE WAY
<br />A 9525
<br />LOO, G 95242
<br />C3.0
<br />PHONE: (209) 986-3085
<br />95829
<br />1
<br />ARCNRECT:
<br />BARGHAUSEN CONSULTING ENGINEERS, INC.
<br />LEGEND
<br />18215 72ND AVENUE SOUTH
<br />EMM
<br />KENT, WA 98032
<br />AC
<br />ASPHALT
<br />KENT, WA 98032
<br />PFIOPOB®
<br />CML ENGINEER
<br />BARGHAUSEN CONSULTING ENGINEERS, INC.
<br />C7.0
<br />AN
<br />ASSESSOR PARCEL NUMBER
<br />KENT, WA 98032
<br />C7.2
<br />PHONE (425) 251-6222
<br />CONTACT: PETE BAILEY, P.E.
<br />m eTP
<br />BACK ROW PREVENTOR
<br />O
<br />PROPOSED
<br />CONCRETE
<br />••;
<br />EXISTING CONCRETE
<br />•
<br />BOLLARD
<br />` '+����
<br />am
<br />BUILDING
<br />e5L
<br />BUILDING SETBACK LINE
<br />PROPOSED
<br />ASPHALT
<br />_______________ ____-
<br />SAWCUT UNE
<br />ce
<br />CATCH BISON
<br />4` `"-
<br />CENTERLINE RIGHT-OF-WAY
<br />I
<br />CENTERLINE
<br />------122------. PROPOSED
<br />CONTOUR
<br />COIN
<br />CONCRETE
<br />_...�_...
<br />�- PROPOSED
<br />SWALE
<br />EXISTING BARRIER CURB
<br />CP
<br />CONCRETE PAD
<br />® a7"
<br />DOUBLE CHECK VALVE
<br />- - -
<br />- - PROPOSED
<br />RIDGEUNE
<br />- - - -
<br />EXISTING EASEMENT
<br />Iwr
<br />DRIVEWAY
<br />Es
<br />ELECTRICAL BOX
<br />PROPOSED
<br />STORM DRAIN
<br />- -
<br />EXISTING RIGHT-OF-WAY UNE
<br />CC
<br />ELECTRICAL CABINET
<br />O
<br />PROPOSED
<br />STORM DRAIN
<br />EV
<br />ELECTRICAL VAULT
<br />MANHOLE
<br />PROPERTY UNE
<br />PC
<br />Ito
<br />FACE OF CURB
<br />FIRE DEPARTMENT CONNECTION
<br />PROPOSED
<br />STORM DRAIN
<br />FH
<br />FIRE HYDRANT
<br />CATCH BASIN
<br />EXISTING EDGE OF PAVEMENT
<br />____._
<br />$ IM
<br />GAS METER
<br />•
<br />PROPOSED
<br />STORM DRAIN
<br />- -•- - - -•- -
<br />EXISTING WATER LINE
<br />Iv
<br />GAS VALVE
<br />CLEANOUT
<br />MH
<br />MANHOLE
<br />POSED
<br />ROOF BRAN
<br />C
<br />EXISTING CAS UNE
<br />4i w
<br />MONITORING WELL
<br />- SO
<br />SSTORM UNE
<br />Ply
<br />POST INDICTOR VALVE
<br />P(OH)
<br />EXISTING OVERHEAD POWER
<br />PLU
<br />PSR
<br />W
<br />PROPOSED
<br />WATER LINE
<br />PM
<br />PARKING METER
<br />`O PP
<br />POWER POLE
<br />®
<br />PROPOSED
<br />WATER METER
<br />s5
<br />EXISTING SANITARY SEWER
<br />-'
<br />PL
<br />PROPERTY LINE
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />SS
<br />PROPOSED
<br />SANITARY
<br />- 50
<br />EXISTING STORM DRAIN
<br />m IT.
<br />SQUARE FEET
<br />SEWER LINE
<br />- E
<br />UNDERGROUND ELECTRICAL LINES �.C�
<br />SL
<br />STREET LIGHT
<br />su
<br />STREET LIGHT BOX
<br />•
<br />--OH€
<br />OVERHEAD ELECTRICAL LINES
<br />® sn"
<br />STORM DRAW MANHOLE
<br />SEWPROEOSED CLEARWARY
<br />-- CAIS
<br />UNDERGROUND CAS LINES
<br />I 5WO
<br />SANITARY SEWER CLEANOUT
<br />PROPOSED
<br />BARRIER CURB
<br />KSI SSMH
<br />SANITARY SEWER MANHOLE
<br />EXISTING TREE
<br />PROPOSED
<br />CURB k GUTTER
<br />TC
<br />TRASH ENCLOSURE
<br />TEL
<br />TELEPHONE
<br />1WN5
<br />TRANSFORMER
<br />CNI
<br />PROPOSED
<br />LOT LIGHT
<br />TS9
<br />TRAFFIC SIGNAL BOX
<br />���A PROPOSED
<br />STREET LIGHT
<br />VI
<br />VAULT
<br />Jim
<br />WM
<br />WATER METER
<br />y
<br />PROPOSED
<br />SIGN
<br />I>4 WV
<br />WATER VALVE
<br />YL
<br />YARD LIGHT
<br />- -
<br />- PROPOSED
<br />EASEMENT
<br />Q
<br />DENOTES ENCROACHMENTS
<br />Di
<br />CORRESPONDS TO SCHEDULE B
<br />11•T /Y
<br />op
<br />A�
<br />LEGAL DESCRIPTION
<br />ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE UNINCORPORATED AREA IN THE COUNTY OF SW JOAQUIN, STATE OF
<br />CAIFORNA. DESCRIBED AS FOLLOWS:
<br />A PORTION OF LOT 12 OF 'CRAIG TRACT', AS SHOWN IN VOLUME 1 Cf MAPS AND PUTS, PAGE 20, SAN JOAOUIN COUNTY
<br />RECORDS, BEING ALSO IN SECTION 53 OF C.M. WEBER GRANT, SAN JCAQUIN COUNTY, MORE PARTICULARLY DESCRIBED AS
<br />FOLLOWS:
<br />BEGINMNo AT THE SOUTHWEST CORNER OF SND LOT 12; THENCE AL04G THE SOUTHEASTERLY LINE OF SAID LOT 12, SAID
<br />UNE BEING ALSO THE NORTHERLY LINE OF CHEROKEE LANE (80 FEET N WIDTH), NORTH 3701' EAST, 515.35 FEET:
<br />THENCE NORTH 5759' WEST, 300.71 FEET; THENCE SOUTH 7515'09' WEST, 197.91 FEET TO A POINT ON THE WESTERLY
<br />LEE OU SAID LOT 12, SAID POINT BEING ALSO ON THE EASTERLY LINE OF NEWTON AVENUE (80 FEET IN WIDTH); THENCE
<br />KONG
<br />SAID WESTERLY LOT LINE AND EASTERLY ROAD UNE, SOUTH 1737' EAST, 565.90 FEET TO THE PONT OF BEGINNING
<br />OF THE HEREIN DESCRIBED PARCEL.
<br />EXCEPTING THEREFROM THE FOLLOW9NG PARCEL OF LAND, AS DESCRIED IN DEEDS RECORDED IN VOLUME 3625 OF
<br />OFFICIAL RECORDS, AT PAGE 600, VOLUME 3700 OF OFFICIAL RECORK PACE 359 AND VOLUME 3700 OF OFFICIAL
<br />RECORDS, PAGE 362, SAN JOAQUIN COUNTY RECORDS, DESCRIBED AS FOLLOWS:
<br />BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 12; THENCE ALONG THE SOUTHEASTERLY UNE OF SAID LOT 12, SND
<br />LINE BONG ALSO THE NORTHERLY LINE OF CHEROKEE MANE (80 FEET N WIDTH), NORM 3701' EAST, 230.00 FEET;
<br />THENCE SOUTH 41831127" WEST, 109.90 FEET; THENCE NORTH 8746 REST, 69.13 FEET; THENCE NORTH 30'39'14' WEST,
<br />80.47 FEET TO A POINT ON THE WESTERLY LINE OF SAID LOT 124 SAID POINT BEING ALSO ON THE EASTERLY LINE OF
<br />NEWTON ROAD (80 FEET IN WIDTH); THENCE ALONG SAID WESTERLY 101 UNE AND EASTERLY ROAD LINE, SOUTH 1737
<br />HIST, 100.00 FEET TO THE PONT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL
<br />ABOVE DESCRIBED PROPERTY IS THE SAME AS SHOWN ON RECORD A SURVEY, RECORDED DECEMBER 20, 1974 IN BOOK
<br />Z6 OF SURVEYS AT PAGE 91, SAN JOAQUIN COUNTY RECORD,
<br />SOILS REPORT NOTES
<br />1. THE FOLLOWING SOLS REPORT TOR THE SITE SHAH BE CONS�FIO PMT OF THESE
<br />CONSTRUCTION DOCUMENTS:
<br />STILLS REPORT: REPORT OF GEOTECHNICAL INVESTIGATION
<br />MPE NUMBER 1661-01-17
<br />DATE: MARCH 29, 2017
<br />PREPARED BY: PARAGON GEOTECHNICAL, INC.
<br />7979 WENTE WAY
<br />SACRAMENTO, CALIFORNIA 95829
<br />(916) 682-0906
<br />2. II SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF
<br />THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED PTH DURING ALL PHASES OF
<br />THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION.
<br />3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH KORMATKIN SHOWN ELSWHERE
<br />ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFIGTON SHALL BE BROUGHT TO THE
<br />ATTENTION OF THE ARCHITECT/ENGINEER FOR DETERMINATION.
<br />4. A REPRESENTATIVE OF THE SOLS ENGINEER SMW. BE AVAILABLE TO OBSERVE AND APPROVE
<br />THE
<br />EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS
<br />ENGINEER SMALL SUBMIT FIELD REPORTS CERTIFYING THAT THE WTHODS AND MATERIALS OF THE
<br />EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH ME RECONENDATIONS OF THE SOLS
<br />INVESTIGATION AND THAT THE WORK WAS PERFORMED TO HIS/MER SATISFACTION.
<br />5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE (5) ACRKING DAYS PRIOR TO ANY
<br />SITE CLEWING OR GRADING,
<br />PROJECT TEAM
<br />OWNER/APPLICANT:
<br />S PARTNERS
<br />INC.
<br />13899
<br />13899 ROAD
<br />7979 WENIE WAY
<br />A 9525
<br />LOO, G 95242
<br />C3.0
<br />PHONE: (209) 986-3085
<br />95829
<br />CONTACT: RICHARD SARRIS
<br />ARCNRECT:
<br />BARGHAUSEN CONSULTING ENGINEERS, INC.
<br />LAIDSCAPE
<br />18215 72ND AVENUE SOUTH
<br />ENGINEERS, INC.
<br />KENT, WA 98032
<br />18215 72ND AVENUE SOUTH
<br />PHONE (425) 251-6222
<br />KENT, WA 98032
<br />CONTACT: MARK PETERSON
<br />CML ENGINEER
<br />BARGHAUSEN CONSULTING ENGINEERS, INC.
<br />C7.0
<br />18215 72ND AVENUE SOUTH
<br />CONTACT: JEFF VARLEY
<br />KENT, WA 98032
<br />C7.2
<br />PHONE (425) 251-6222
<br />CONTACT: PETE BAILEY, P.E.
<br />SURVEYOR
<br />ZIEGATECH LAND SURVEYING
<br />9925 WINDSOR WAY
<br />SAN RAMON, CA 94583
<br />PHONE: (925) 551-0108
<br />GEOTECHNICAL
<br />PARAGON CEOIECMINICAL
<br />INC.
<br />EEMRIEER:
<br />7979 WENIE WAY
<br />HORIZONTAL CONTROL PLAN
<br />C3.0
<br />SACRAMENTO, CALIFORNIA
<br />95829
<br />EROSION CONTROL NOTES AND DETAILS
<br />(916) 682-0906
<br />GRADING PLAN
<br />LAIDSCAPE
<br />BARGWDSEN CONSULTING
<br />ENGINEERS, INC.
<br />ARCNNECT:
<br />18215 72ND AVENUE SOUTH
<br />NOTES AND DETAILS
<br />KENT, WA 98032
<br />NOTES AND DETAILS
<br />C6.2
<br />PHONE: (425) 251-6222
<br />C7.0
<br />ARCO SITE SPECIFICATIONS
<br />CONTACT: JEFF VARLEY
<br />ARCO SITE SPECIFICATIONS
<br />GENERA CONTRACTOR SHALL PROVIDE
<br />PROIECTIW FOR ALL E%ISIING STRUCIRRRES
<br />TO REMAIN INCLUDING SHORING, BENCHING,
<br />AND EXCAVATIONS NECESSARY TO 00 INS
<br />WORK WHETISR OR NOT SPECIFICALLY NOTED
<br />TO DO 50 AS APPROPRIATE WITH PROPER
<br />AIEAFS AND METHODS,
<br />THE EASTERLY UNE Oi NEWTON ROAD. TAKEN AS
<br />NORTH ITSY WEST, AS SNOYM W RECORD OF
<br />SURVEY FLED IN BOOK 26 OF SURVEYS, AT PAGE
<br />9I, SUI JOAWIN COUNTY RECORDS.
<br />BENCHMARK
<br />CITY OF STOCKTON BENCMNARK / 192
<br />BRASS TISK W MONUMENT WELL LOCATED 3'N/ -
<br />NORTHEASTERLY OF THE NORTHEASTERLY CORNER OF
<br />WATERLW ROAD BRIDGE OVER THE DIVERTING CANAL
<br />EIEVATIW 35.33 FEET, NAVOBB G7UM, 2008 REVISION
<br />Know what'sbERIOW.
<br />p 0211 before you dig.
<br />Dial 811
<br />NOTES
<br />SEE ARCHITECTURAL PLANS FOR AL
<br />W -SITE SIGNAGE.
<br />ESTIMATED EARTHWORK OUANTffIES�
<br />cur. 3,852 c7"
<br />FLLI 2218 CY
<br />HETI 1834 CY (CM
<br />AREA TO BE D - 288 AC
<br />• THE ESTIMATED EARTHWORK QUANTITIES SHOWN ARE FOR
<br />PERMITTING PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE
<br />TO VERIFY EXISTING SITE CONDITIONS AND CALCULATE THEIR OWN
<br />EMM WORK QUANTITIES FOR THE PROJECT,
<br />PRIOR TO SITE CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE
<br />THE INSPECTOR WITH THE LOCATION OF THE IMPORT (OR EXPORT)
<br />SITE MO THE ASSOCIATED GRADING PERMIT (IF APPLICABLE).
<br />COHIMCTOR SHALT. REFER TO THE GEOTECHNICAL INVESTIGATION
<br />DEPORT FOR IRIS SITE PREPARED BY PARAGON GEOTECHNICAL,
<br />INC. FOR GRADING RECOMMENDATIONS,
<br />PROJECT INFORMATION
<br />PROJECT DESCRWTON: PROPOSED ARCA RWI/Pm CAS STATION
<br />AND
<br />C -STORE
<br />STREET ADDRESS: 3511 CHEROKEE ROAD
<br />ASSESSORS PARCEL 132-060-10
<br />NUNBER:
<br />SITE ARRA 125,498 SF
<br />2.85 AC
<br />ROOUZONE mc', PER COMMUNITY PANEL NO. 06077C -0460-F,
<br />DATED OCTOBER 16, 2009.
<br />cmL sHEEr INDEX
<br />C1.0
<br />COVER SHEET
<br />C2.0
<br />SNE PLAN
<br />C2.1
<br />HORIZONTAL CONTROL PLAN
<br />C3.0
<br />OEMOUTION AND EROSION CONTROL PLAN
<br />C3.1
<br />EROSION CONTROL NOTES AND DETAILS
<br />G.0
<br />GRADING PLAN
<br />C4.1
<br />STORM DRAIN PLAN
<br />C5.0
<br />UTILITY PLAN
<br />C6.0
<br />NOTES AND DETAILS
<br />C6.1
<br />NOTES AND DETAILS
<br />C6.2
<br />NOTES AND DETAILS
<br />C7.0
<br />ARCO SITE SPECIFICATIONS
<br />C7.1
<br />ARCO SITE SPECIFICATIONS
<br />C7.2
<br />ARCO SITE SPECIFICATIONS
<br />LANDSCAPE
<br />SHEET INDEX
<br />L -i
<br />LANDSCAPE
<br />PUN
<br />L-2
<br />LANDSCAPE
<br />NOTES AND DETAILS
<br />L-3
<br />IRRIGATION
<br />PUN
<br />L-4
<br />IRRIGATION
<br />NOTES AND DETAILS
<br />THE HORIZONTA ANO VERTICAL CATUMS ARE BOTH LOCALIZED DATUMS. BOTH DATUMS ARE BASED ON
<br />HOR120NTAL AID VERTICAL INFORMATION OERNED FROM CONSTRUCTION DRAWINGS FOR THE ARCO AIA/PM
<br />C -STORE CANOPT EXTENSION AND CAR WASH PROJECT. THE CONTRACTOR SHALL HAVE ANY ADJACENT
<br />PROPERTY ONES LOCATED, STAKED AND THE SPATIAL RELATIONSHIP WITH EXSTING AND PROPOSED
<br />IMPROVEMENTS VERIFED BY A PROFESSIONAL LAND AWNVEI'OR. IE ADDITION THE CONTRACTOR SHALL HAVE
<br />THE E%ISTWG SPOT ELEVATIONS SHOWN ON THE DRAWINGS VERIFIED E I PROFESSIONAL LAW
<br />DAT SURVEYOR
<br />PRIOR TO THE SEMI OF CONSTRUCTION. BTHE START
<br />CONSULTING ENGINEERS SHALL I/EOATELY BE
<br />NOTIFIED OF ANY DISCREPANCIES POOR TO ME START OF CONSTRUCTION.
<br />F_XISTiNG TOPC>C�RApHY/SURVEY f�ORMATION NOTE
<br />6WGHAUSEN CONSULTING ENGRIEERS, WC. DOES N07 WARRANT THAT ME TOPOGRARMY SM10WN ON
<br />MESE DRAWINGS IS REPRESENTATIVE OF WHAT 5 CONSTRIICTEO. Ii 6 THE CONIRACfOR'S
<br />PESPoNSBILITY TO COURNCIES WITH THE OWNER TO NAVE ALL IMPROVEMENTS FlEIA VERIFIED PRIOR TO
<br />CONSTRUCTION. DIS PRIOR
<br />TO O SMALL BE BROUGHT TO THE ATTENTION F di BARCHAUSEN
<br />HAVE
<br />CONSULTING
<br />ENGINEERS. WC. PRIOR TO WORK, UTILITIES AND UTILITY EASEMENTS ROTI THIS SITE NAVE NOT BEEN
<br />RESEARCHED OR CONFIRMED.
<br />tiRl(YCOHi.ICTNf7fE
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERUYINC TME LOCATION, OMENSION, ARD DEPTH OF ALL
<br />EXISTING UTILITIES WHETHER SHORN ON THESE PLANS OR NOT 87" POTHOLING THE uTIUTIES AND
<br />SURVEWNC THE MORQWTAL ARO VERDCAL LOCATION PRIOR i0 CONSTRUCTION. MIS SMALL INCLUDE
<br />CAWNC UIILIIY LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING UTIUNES AT LOCATIONS OF
<br />NEW UIILIIY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID
<br />UTILITIES AS SI1OWN ON THESE PUNS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE
<br />SUBJECT TO VACATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN
<br />CONSULTING ENGINEERS, INC. TO RESOLVE AL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />ARC®
<br />PW6f COAST Paa'UCIE ILC
<br />18215 RIND AVENUE SOUTH
<br />KENT, WA 98032
<br />(425)251-6222
<br />(425)251-8782 FAX
<br />UVl ENIMFDSIG, LAID PLAHAPI
<br />SURVEYING DHVR(MAUTAI
<br />SERVICE
<br />1
<br />ARCO INTI
<br />AM/PM
<br />FUEL CANOPY
<br />WITH 8 MPD's
<br />ILI
<br />NWC CHEgOKEEAOAD
<br />@ NEWTON ROAD
<br />SAN JOAQUIN COUFRY, CAUFORNA
<br />�T�iF,7tiT
<br />COVER SHEET
<br />C1.0
<br />
|