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<br />"r1i ,L'ES 111-APIiN` 511E8 ANU'ON DEPTHS OF EXISTNG ItNDF9 FOUND
<br />tll. `7lj AS 511 .x,`. CN 1HlS NI ,,N'S WERE OBTAINE,I IH(DM 50"-ACFS OF
<br />V'P.:IYIN,j RELIABILITY HE CONT,KACIOR IS CAUTIONED SHA` OFI! Y ACTUAL
<br />t,,':AVALION WI(_I HTVLAL THE T'PLS, EXTENT, SIZE, LOCA -ON AND DEPTH
<br />i)r SUCH UNDERGROUND UTILI-ILS A RESPONSIBLE EFFORT HAS BEE.•"J MADE
<br />T6 SHOW ALL UNDERGROUN') / kCILITIES, HOWEVER, THE CONSULTING
<br />FGINLLR CAN ASSLIML NO RESP `:NL,tBILITY FOR THI COMPL`TENESS OR
<br />ACC (IHACY OF ITS DELINEATION Cr SUCH UNDERGROUN ) F DI....ITIES NOR FOR
<br />ThE EXISTENCE OF OTHER Bl!RIE7 OBJECTS WHICH IRF NOT SHOWN ON
<br />THESE PLANS IF NO ELEVATION IS SHOWN ON THE PLAYS T
<br />HE CONTRACTOR
<br />SHALL ASSUME THE EL VATION IS UNKNOWN -
<br />2 THL- CONTRACTOR IS TO EXPOSE THE END OF EXISTIN:1 GRAVITY LINES TO
<br />VIRIFY LOCATION AND DEPTH O= FACILITIES PRIOR TU CONNECTION OF
<br />PROPOSED UTILITY OR OTHER CON`.-TRUCTION.
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<br />i THE CONTRACTOR SHALL 6E RE ;PONSIBLE FOR THE PROTECTIONS OF ALL. /
<br />EXISTING SURVEY MONUMENTS AND OTHER SURVE'e MARKERS DURING
<br />CONSTRUCTION. ALL SUCH MONUMENTS OR MARKER` DESTROYED DURING
<br />AC'D AT THF CONTRACTORS IXPFNSE.
<br />s
<br />II
<br />CONSTRUCTION SHALL 3E REPL
<br />CONSTRUCTION AND MATERIALS SHALL BE ACCORDANCE WITH IO
<br />THE 8 ALL
<br />EDITION OF THE COUNTY OF SA/�JOAQU/NSTANDARD CONSTRUCTION
<br />iO BL COMPACTED TU THE SOILS FNGINFFR AND N
<br />ALL FILL AREAS ARE LATEST
<br />SPECIFICAT!ON CONTRACTOR MUST .ONTACT DEVELOPER SPECIFICATIONS AND IMPROVEMENT STANDARDS THE STANDARD DRAWINGS
<br />ARCH TECTURAL
<br />AND MUST FOLLOW ALL RECOMMe, FDAiIONS TO AVOID OF THE IMPROVEMENT STANDARDS SHALL SUPERSEDE THOSE OF THE
<br />FOR SOILS REPORT
<br />PROBLEMS. STANDARD CONSTRUCTION SPECIHC,4TION WHERE DISCREPANCI::S EXIST.
<br />ANY SOIL RELATED
<br />CONCRETE SURFAC 'b.tiAU_ BE CUT TO A i FAT 5TRAIGHT LINO A TRA THERE IS
<br />9. WHENEVER THE WORK AREA iS ADJACENT
<br />�. ASPHALT - HECCONTRACTD SHAIIL
<br />FRLINE AND THE EX2OR
<br />EP T.' /�L D t03e SHALL BF
<br />THE S T RU T PAVEMENT CUT, DITCH OR TRENCH OVER 2DFc?,
<br />ELEV.
<br />PARALLEL_ WITH
<br />PAVING. THE EXP5LJ Bl;SL MATERIAL_ D AT APPROXIMATELY 50 FOOT
<br />C
<br />PRIG1 '.0 MAINTAIN C('NTINUOUS BARRICADES SPACED
<br />GERMAN
<br />TACKED WITH EMULSION
<br />AND RESEALED PRIOR TO PAVING INTERVALS. IF THE CUT, DITCH OR TRENCH IS MORE THAN 10'F:+OM A ,
<br />SHALL BE GRADED, PTCOMPACTi-0
<br />TRAFFIC LAN:, THE SPACING MAY BE USED GREATER, BUT NOT EXCEED 200
<br />7 WINTERIZATION NOTE: THE FGLLOWING CONDITION,` A�1F. REQUIRED IF FEET.
<br />3ETWEEN
<br />GRADING AND DRAINAGE IMPROVEMENTS ARE IN.- OtJPd=TE
<br />RESPONSIBLE FOR GRADING, DRAINAGE, OR
<br />1/0 -
<br />OCTOBER 1 AND APRIL 15: 10. GERMAN EN( INEERING IS NOT
<br />STAKING IS PERFORMED BY
<br />E=ROSION PR OT. ECTIW,: ON SLCiPES 10'1 OR S"FEFPI R ANC) SWALES WITH DIRT QUANTITIES UNLESS CONSTRUCTION
<br />GERMAN ENGINEERING.
<br />A.
<br />Si OF'ES 2,s, OR GREATFH
<br />DO NOT NECESSARILY BALANCE DUE TO CLEARING,
<br />3"
<br />11. EARTH WORK QUANTITIES
<br />GRADE GIi' TCR SAG L Ci N' S TO DRAIN GRUBBING, FOOTING SIZE, SLAB SELECTION, AND FILL FACTORS, AN EXACT
<br />O ,4r7 t' _
<br />BALANCE CANNOT BE DETERMINED. THE ENGINEER MAKES NO EXPRESS
<br />C"Enybenr"
<br />?,'u SYSTEM AND
<br />FI • : IFl EXISTING STO'?V GUARANTEE AS TO A BALANCED PROJECT IS GIVEN.
<br />PREVENT St /,HENT!
<br />CA FAN DCWNSI HI AV .' !'.S l`S REOUIHLD BY _W! I.OUi•: TY
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<br />TYPICAL SECTION
<br />WATERLOO ROAD
<br />t 4' t
<br />01XAlTE,P I -dAl;r .FETAlmlva /to/z
<br />sEE srPurru�-4L oEr'4/Ls
<br />O 0%00 _ t —
<br />- 5'0 /MAXI
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<br />SECTION A -A
<br />ii
<br />1
<br />4 i
<br />�I- ,PC AN7Ef LONST .PE171A,6 w,ILL
<br />/ SEE j,"41eTU,ewi A6r499
<br />0,2100
<br />t
<br />SECTION B -B
<br />,
<br />G
<br />I
<br />PLA.VTE.F ,
<br />CONST BETA/N/N6 IUXLL
<br />SEl ST,eUCTU,eAL '06)'4 14 0 0700
<br />4 //MAXI EX/ST G�OUNO
<br />SECTION C—C
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<br />��n a C�'
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<br />UNAUTHORIZED.CHANGES.& USES- The engineer preparing CowbM00Camd
<br />these plans will not he responsible for, or liable for, unauthorized Cif CMI &4new 0
<br />changes to or uses of these plans. All changes to the plans must be
<br />in writing and must be approved by the preparer of these plans.
<br />...... v--ar"'J<' '�9 ..ice y-` w�}r �:...... dY ..—,.f-+.•r..�.+•�-. .�.r.. - . _- H
<br />Construction contractor agrees that•in'sccordance with generally accepted construction <
<br />practices, construction convartorwill be required to assume sole and complete responsibility for
<br />joh site conditions during the course of consvucuon of the project• including safety of all persons Corgbrrti0 Coax
<br />and property, that this requirement shall be made to apply continuously and not he limited to of" E Inew
<br />normal workingours. and construction contractor further agrees to defend, indemnify and hold x
<br />design professiin�I.Mdal harmless from any and all liability, real or alleged, in connection with the swiewu 1«
<br />performance of work on this project, excepting liability arising from the sole negligence of design
<br />professional.
<br />as
<br />GRADING PLAN DATE(v-I,?-9?
<br />FOR SHEET -~
<br />"BURGER ICING ON WATERLOO ROAD" C
<br />,A f
<br />PORTION APN 101-021-39 & 34 I�
<br />BAN JOAQUIN COUNTY STATE OF CALIFORNIA
<br />NONNI
<br />JOB NO. 91644 _
<br />1
<br />
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