|
�r f ` r J �;_ / I MPROVEMENT PLANS FOR
<br />r .fir 1�, -� . r� �1-� r
<br />°° STUB FOR FUTURE TRACT NO. 2055
<br />F- H. ('tVOTE 8 ) '
<br />�\ _ �P MHS �G
<br />FAIROAKS ROAD _ 3 T 0 4r
<br />J �J
<br />f PORTION OF LOT 47 OF BR I C H ETTO TRACT
<br />Iolso.oa �o s�o0 2 � �
<br />��� OF CARBONA IRRIGATED FARMS IN SECTION
<br />2 8.� .Q c
<br />ii 98 N .1
<br />I I Ha I R=iso N� \ 3, T3S, R 5E, M. D. B..& M.
<br />I No V 0 `rte
<br />SAN JOAQUIN COUNTY CALIFORNIA
<br />I
<br />ISN1 1 LOT I '
<br />1 Ra \ > LOT 14 T ITLE SHEET__
<br />I (\j
<br />N
<br />Exis�"rn l2' Grz�ve/ Access Rd. ' I /50.00to 1:50.00'A4
<br />9 l ryprc4li i i N 89°54,30"E _4F9, 24' �-sa.��' M,
<br />�i \
<br />o LOT 2
<br />1 _
<br />Dedreole -3O R/W f I N SEE SHEETS 2 THRU 7 0 1 �`-
<br />ro S.J. caur,ty I LOT I2 FoR DETAILS '` ��, m �2� 'a_ Midd/e _ Moin _ Conal �
<br />FvTUiPE 1 ' ,p : S 88' 03'59 ,, �c 4 7,3.49'CL)
<br />L/LT. I p 2/ io
<br />�/►� �e W- � — II � LOT 13 1 �� v. �.aa
<br />Ie/w Z 1 LOT 3 cy�N sz 2
<br />X30' Q 3.. &' STUB Fok,� STUB FO/Z 1 Q, 6 e O ' -
<br />6
<br />L' -J x 2a iS9> 20�
<br />F4/TURE F.iH• �fU PUE FUTURE FH. '�
<br />I CH
<br />6'�Q� � = N<c�}l°4�'W �
<br />m
<br />��
<br />s I 25 ORA Z10 "I LANE X2704~ LOT 4 LOT 5 "Vq
<br />50,
<br />/0'PUE
<br />a �°ly
<br />2 /o -,� ea h `�
<br />1.32i►�i:,. o o v �,,�' Ex IS T. O.G.. �� so` ,e/1iv �,� \ - TRAINA _ COURT ,LM
<br />Q /'MSN. N w
<br />o - 1 I r 9 W w vtit R
<br />c. oYERM1 ��.•. .��.��NQS-•. g
<br />�,� LOT 6
<br />END Co'C.L. FENCE
<br />TO Tf�q LY
<br />VA LPi CD' KnAD
<br />UELMA RD. MAUI ,LAND Lt .
<br />Ld
<br />FE LiZ W PARK
<br />PLACE
<br />ALMEMDOKA WAY
<br />O
<br />C. r- SATES �7. ATES RD.
<br />5I E 5TA CT.
<br />¢
<br />EAIc92
<br />9�
<br />RDAK5 KOAD ,����
<br />V\-i51TE
<br />VICINITY MAP
<br />IIID SGA LE
<br />B.M. — B CAP CUL VERT 2898
<br />r SOUTH OF VALPICQ ROAD
<br />NORTH-5/DE, ELEV. 119,31(p.
<br />REVISIONS
<br />DATE
<br />Fina► Rev.
<br />Pen S.T. Co.
<br />2f�Iy�a
<br />` 'Votes
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<br />GENERAL NOTES
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<br />SELECTIVELY 4'5E0
<br />O
<br />LOT I l
<br />LOT 10
<br />LOT 9
<br />--- ------ 1 Q0C1 AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS
<br />AND THE ENGINEERS INTERPRETATION OR CORRECTION THERFn
<br />I I SPEC/A L NOTES = SF-TATJj P�_ r-^*7C--;Cy;;'y„ rerlhxr: ThE PLANS OR SPECIFICATIONS W
<br />25' 25 _ _IL W
<br />- [ DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN
<br />AGGREGATE 5f35E SHALL i5E CL. II- , -3/4"MAX. C0NF0R441AIC 7-0�e: COMPLETE DETAIL IT IS UNDERSTOOD THAT ONLY THE. BEST GENERAL
<br />Ps _
<br />PRACTICE IS TO PREVAIL AND THAT ONLY MATERIAL AND WORKMAN-
<br />__ SECr101V 260 OF THE 5TANDARD 5ReC'IFICArIONS, DEPT. OF TRASPORTAT/dN,
<br />Ext A. C. SHIP OF FIRST QUALITY ARE TO BE USED.
<br />/s 8'f
<br />' STATE OF CALrF, , DATED JULY /984.
<br />CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE SMITH
<br />5 I 189'I 3 GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONTRACTOR WILL
<br />2. A5PHAILT CONCRUTE SHALL BE TYPE' B %Z MAX. MEDIUM GR'AD1NG '
<br />+ i BE: REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
<br />C0IVF0jRA411V6 TO SECTION 99 OF THE STANDARD SPEC/F1CAT/0/V5j JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE j
<br />O,
<br />Z"A-C OVER DEPT. OF TRA/VSFORTAT/ON, STATE OF CAC/F. , DATED dULY 1984. PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT �
<br />(T. 2-. Z-6) /¢.5 A -B. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
<br />- 5HWCUT EX15T A.C. NOT BE LIMITED TO NORMAL WORK .I G HOURS, AND CONSTRUCTION
<br />W /DEIV FAI,'OAKS ROAD /' FRom EF 3. THE TOP DF THE SUBGRADE SHALL 8E COMPACTED CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD �
<br />TYPICAL .7ECT/D!V TO 95` 0/0 R' C. - DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL 'LIABILITY, >� 'Um
<br />INDEX OF SHEETS REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
<br />1Y0 SCALE
<br />WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE Q
<br />SOLENEGLIGENCE OF DESIGN PROFESSIONAL.
<br />*X- THE EXISTING CROSS - SLOPE SHALL 8E LEGEND SHEET / TITLE 5HE-ET im
<br />4-- THE CONTRACTOR ATTENTION IS DIRECTED TO THE REQUIREMENTS
<br />CONTINUED ACROSS THE WIDENED SECT/ON. SHEET ORAZ/O LANE - PLAN PROFILE CONTAINED IN CALIF. DEPT. OF INDUSTRIAL SAFETY AND CAL OSHA
<br />CROSS SLOPE VAR/E,g THl2U CURVE . STA/YDARD MONUMENT BO>( WITH RESPECT TO EXCAVATIONS AND TRENCHING WORK.
<br />SHEET 3 TRA/NA COURT- PLAN F PROFILE 5. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS. IT SHALL
<br />LOCATION OF SOIL SAMPLE FOIe %ems VALCIE TEST BE THE CONTRACTORS SOLE RESPONSIBILITY TO PROTECT ALL EXISTING /n
<br />SHEET SL TRAINA COURT - PLAN � PROFILE UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PER- V
<br />FQRMANCE OF HIS CONTRACT.
<br />EXISTING FEATURE�P. U. E. AS InrDICATEO SHEE T .5 APRICOT LANE - PLAN i PROFILE
<br />Uj
<br />Ca. THE CONTRACTOR SF.'
<br />BE RESPONSIBLE FOR PROTECTING EXISTING
<br />eet W CR" WATER MAIN, DRY L INE, P. V. C. PIPES., C- 00, CLA55 /SO . SHEE T 6 FAIROAKS ROAD - PLAN � PROFILE IMPROVEMENTS FROM DAMAGE. U
<br />YV I S D R VV Q
<br />iT cA01NT TRENCH CG, E',CTV, PHONE) SHEET 7 IWISCELLAA160US DETAILS 7- EXISTING UTILITIES ARE PLOTTED FROM AVAILABLE RECOR 5
<br />CONTRACTOR SHALL TAKE Pr:ECAUTI0i1ARY MEASURES TO PRO'i'EC'f
<br />25 I 25' _ ® L/VATER VAL VE f VALVE Box 15HEET 8 GRADI/VG PL AIV THESE UTILITIES. CONTRACTOR SHALL DO NO EXCAVATION UNTIL
<br />ALL UTILITY AGENCIES HAVE BEEN NOTIFIED AND BEEN GIVEN O
<br />4THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD
<br />r ,
<br />5-L-4-' /�f�4 s 7 � VV. S . .9�� � WATE/e SERVICE TO PfLUSA-(800) 642--2444, , V
<br />CAPPED AND 24N DEEP,47'
<br />r2lo 290 PlL . PLACE '�'`-¢ REBAR, c'f 8. sTUe FOR FUTURE FIRE HYDRANT SMALL BE EXTEND 2 MIN.) BEYOND N
<br />E06E OF PAVEMENT. CAP END ANO PLACE '#¢ RE£�A/Q 2'LONG� VERTICAL[Y 1.1..
<br />far• LsdNG VEIQTlCACCY ATEN AT END AND !' BELOW GROUND AT SND OF ALL MA/NS .
<br />°10� - 8�0� 1'" DEEP. CSEE SHEETS 2-4 FOR 40CAT101V5)
<br />12' 4. C. 0V` 6" SVA rE� MA //V Q
<br />T 1. = 4.0� ,. 30"OF CO VER A4IN- UTILITIES : DEVELOPER 9 !�(OT/Fy SANcIOAQU/N COUNTY F/EL,'� ENG/l1/EEIe .� M/NI/v1UM Of 2¢ h/OU/eS
<br />7 A.B. PAVED AREA
<br />Cryq) !Iv ADVANCE PRI©R TD BEGINNING OF ANy woRK.
<br />O/TAZ/O LANE AND TRAINA COURT
<br />ELECTRICITY e GAS PG E - STOCKTO/v WILL/AM D. EO WA RDS /a. SyALt Fi/•f'/V/s1/ CoivsT.eac �onl $TAfSI �.
<br />T'YPICA L STRUCTURAL SECT/D!V F. H. FIRE HYDRANT(FUTURE, (,?09,) 4�� - 22<v / X352 W. CANAL �L1/D. -
<br />vYATEA vVELL 1 EACH LOT. TRAC Y , CA 9537& COUNTY OF SAN JOAQU I N SCALE I"=IOO'
<br />Ivo SCALE
<br />SA,N/TARY SEWER:, sEPT/C SYSTEM, EACH LOT. TELEPHONE 0209) 835-465! DEPARTMENT OF PUBLIC WORKS DRAWN: NML
<br />6TORM DRAIN: %C'ETENTIO/V , EACH LOT.Approved By CHECKED: EFS
<br />JOB
<br />SHEET
<br />Henry ;M. Hirata, RCE 2;258 Date
<br />Director of Public Works , OF jo
<br />_ 1111119111111_1__III_11 / 44
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<br />67X /5 T. A.B. MAY 43E
<br />L7"/1.
<br />Z
<br />W
<br />o
<br />N
<br />--- ------ 1 Q0C1 AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS
<br />AND THE ENGINEERS INTERPRETATION OR CORRECTION THERFn
<br />I I SPEC/A L NOTES = SF-TATJj P�_ r-^*7C--;Cy;;'y„ rerlhxr: ThE PLANS OR SPECIFICATIONS W
<br />25' 25 _ _IL W
<br />- [ DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN
<br />AGGREGATE 5f35E SHALL i5E CL. II- , -3/4"MAX. C0NF0R441AIC 7-0�e: COMPLETE DETAIL IT IS UNDERSTOOD THAT ONLY THE. BEST GENERAL
<br />Ps _
<br />PRACTICE IS TO PREVAIL AND THAT ONLY MATERIAL AND WORKMAN-
<br />__ SECr101V 260 OF THE 5TANDARD 5ReC'IFICArIONS, DEPT. OF TRASPORTAT/dN,
<br />Ext A. C. SHIP OF FIRST QUALITY ARE TO BE USED.
<br />/s 8'f
<br />' STATE OF CALrF, , DATED JULY /984.
<br />CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE SMITH
<br />5 I 189'I 3 GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONTRACTOR WILL
<br />2. A5PHAILT CONCRUTE SHALL BE TYPE' B %Z MAX. MEDIUM GR'AD1NG '
<br />+ i BE: REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
<br />C0IVF0jRA411V6 TO SECTION 99 OF THE STANDARD SPEC/F1CAT/0/V5j JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE j
<br />O,
<br />Z"A-C OVER DEPT. OF TRA/VSFORTAT/ON, STATE OF CAC/F. , DATED dULY 1984. PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT �
<br />(T. 2-. Z-6) /¢.5 A -B. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
<br />- 5HWCUT EX15T A.C. NOT BE LIMITED TO NORMAL WORK .I G HOURS, AND CONSTRUCTION
<br />W /DEIV FAI,'OAKS ROAD /' FRom EF 3. THE TOP DF THE SUBGRADE SHALL 8E COMPACTED CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD �
<br />TYPICAL .7ECT/D!V TO 95` 0/0 R' C. - DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL 'LIABILITY, >� 'Um
<br />INDEX OF SHEETS REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
<br />1Y0 SCALE
<br />WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE Q
<br />SOLENEGLIGENCE OF DESIGN PROFESSIONAL.
<br />*X- THE EXISTING CROSS - SLOPE SHALL 8E LEGEND SHEET / TITLE 5HE-ET im
<br />4-- THE CONTRACTOR ATTENTION IS DIRECTED TO THE REQUIREMENTS
<br />CONTINUED ACROSS THE WIDENED SECT/ON. SHEET ORAZ/O LANE - PLAN PROFILE CONTAINED IN CALIF. DEPT. OF INDUSTRIAL SAFETY AND CAL OSHA
<br />CROSS SLOPE VAR/E,g THl2U CURVE . STA/YDARD MONUMENT BO>( WITH RESPECT TO EXCAVATIONS AND TRENCHING WORK.
<br />SHEET 3 TRA/NA COURT- PLAN F PROFILE 5. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS. IT SHALL
<br />LOCATION OF SOIL SAMPLE FOIe %ems VALCIE TEST BE THE CONTRACTORS SOLE RESPONSIBILITY TO PROTECT ALL EXISTING /n
<br />SHEET SL TRAINA COURT - PLAN � PROFILE UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PER- V
<br />FQRMANCE OF HIS CONTRACT.
<br />EXISTING FEATURE�P. U. E. AS InrDICATEO SHEE T .5 APRICOT LANE - PLAN i PROFILE
<br />Uj
<br />Ca. THE CONTRACTOR SF.'
<br />BE RESPONSIBLE FOR PROTECTING EXISTING
<br />eet W CR" WATER MAIN, DRY L INE, P. V. C. PIPES., C- 00, CLA55 /SO . SHEE T 6 FAIROAKS ROAD - PLAN � PROFILE IMPROVEMENTS FROM DAMAGE. U
<br />YV I S D R VV Q
<br />iT cA01NT TRENCH CG, E',CTV, PHONE) SHEET 7 IWISCELLAA160US DETAILS 7- EXISTING UTILITIES ARE PLOTTED FROM AVAILABLE RECOR 5
<br />CONTRACTOR SHALL TAKE Pr:ECAUTI0i1ARY MEASURES TO PRO'i'EC'f
<br />25 I 25' _ ® L/VATER VAL VE f VALVE Box 15HEET 8 GRADI/VG PL AIV THESE UTILITIES. CONTRACTOR SHALL DO NO EXCAVATION UNTIL
<br />ALL UTILITY AGENCIES HAVE BEEN NOTIFIED AND BEEN GIVEN O
<br />4THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD
<br />r ,
<br />5-L-4-' /�f�4 s 7 � VV. S . .9�� � WATE/e SERVICE TO PfLUSA-(800) 642--2444, , V
<br />CAPPED AND 24N DEEP,47'
<br />r2lo 290 PlL . PLACE '�'`-¢ REBAR, c'f 8. sTUe FOR FUTURE FIRE HYDRANT SMALL BE EXTEND 2 MIN.) BEYOND N
<br />E06E OF PAVEMENT. CAP END ANO PLACE '#¢ RE£�A/Q 2'LONG� VERTICAL[Y 1.1..
<br />far• LsdNG VEIQTlCACCY ATEN AT END AND !' BELOW GROUND AT SND OF ALL MA/NS .
<br />°10� - 8�0� 1'" DEEP. CSEE SHEETS 2-4 FOR 40CAT101V5)
<br />12' 4. C. 0V` 6" SVA rE� MA //V Q
<br />T 1. = 4.0� ,. 30"OF CO VER A4IN- UTILITIES : DEVELOPER 9 !�(OT/Fy SANcIOAQU/N COUNTY F/EL,'� ENG/l1/EEIe .� M/NI/v1UM Of 2¢ h/OU/eS
<br />7 A.B. PAVED AREA
<br />Cryq) !Iv ADVANCE PRI©R TD BEGINNING OF ANy woRK.
<br />O/TAZ/O LANE AND TRAINA COURT
<br />ELECTRICITY e GAS PG E - STOCKTO/v WILL/AM D. EO WA RDS /a. SyALt Fi/•f'/V/s1/ CoivsT.eac �onl $TAfSI �.
<br />T'YPICA L STRUCTURAL SECT/D!V F. H. FIRE HYDRANT(FUTURE, (,?09,) 4�� - 22<v / X352 W. CANAL �L1/D. -
<br />vYATEA vVELL 1 EACH LOT. TRAC Y , CA 9537& COUNTY OF SAN JOAQU I N SCALE I"=IOO'
<br />Ivo SCALE
<br />SA,N/TARY SEWER:, sEPT/C SYSTEM, EACH LOT. TELEPHONE 0209) 835-465! DEPARTMENT OF PUBLIC WORKS DRAWN: NML
<br />6TORM DRAIN: %C'ETENTIO/V , EACH LOT.Approved By CHECKED: EFS
<br />JOB
<br />SHEET
<br />Henry ;M. Hirata, RCE 2;258 Date
<br />Director of Public Works , OF jo
<br />_ 1111119111111_1__III_11 / 44
<br />\ I
<br />T 1. = 4.4�
<br />B.
<br />F °
<br />Rv3 Y
<br />67X /5 T. A.B. MAY 43E
<br />L7"/1.
<br />,� k1'1
<br />GENERAL NOTES
<br />U
<br />SELECTIVELY 4'5E0
<br />LOT I l
<br />LOT 10
<br />LOT 9
<br />, '3p
<br />/
<br />U
<br />,�oR /'d/TT/ON of
<br />SURFACE APRICOT L ANE
<br />I. ALL TRAFFICS/61V-5 AND MAR1<1N65 SHALL BE ACC01?D/1V6 TO SANc161IV
<br />�
<br />�
<br />�EQu/RED A.B. MATERIAL.
<br />TYPICAL SECT/ON
<br />N
<br />LOT S
<br />°
<br />LOT Z
<br />03
<br />a g
<br />COUNTY 57ANDARD,5, COA&I'lNG WITH UIVIPOTM TRAFF/C CONTROL DEVICES,
<br />0
<br />O
<br />fi Q
<br />GJ
<br />I?E'FER TO EACH SHEET FOR LOCATIONS.
<br />0
<br />fVO SCA LE
<br />I I
<br />AT rl` TIME OF ACCEPTANCE OF II4F,'?0 /E•MENTS, THE RESOLUTION SHOULD
<br />W
<br />0
<br />Cn
<br />�y
<br />INCLCIGE 0ECLA/e/N6 TRA/N.q COURT AND APIe/COT LANE AT 0RAZ/O1_Al11E
<br />�
<br />f z3a.7g'
<br />23�-58'
<br />222.33'
<br />32 �. 59� a
<br />f
<br />5 co `
<br />�Q.00`
<br />AS 71YROUGH H/GNWAA$.
<br />116
<br />'
<br />`SUBO/V/Si0/V BOUIVDARY
<br />>
<br />Oat
<br />- I I
<br />Ho. I
<br />N 89 o
<br />54'30"E
<br />/450.
<br />7/' CD)
<br />I4iS4.. °` ���
<br />2. IT IS�'"NTENDED THAT THESE PLANS REQUIRE ALL LABOR AND
<br />MAT�.PI:T��.,S NECESSARY
<br />Z
<br />W
<br />C
<br />cif
<br />�•
<br />.UID PROPER FOR THE WORK COMTEMPLATED
<br />�
<br />�
<br />s fy-eef
<br />I
<br />AND TiAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR
<br />R W
<br />IR W
<br />5p`,
<br />I
<br />If
<br />G
<br />{�
<br />TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY
<br />THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR
<br />W
<br />N
<br />C
<br />--- ------ 1 Q0C1 AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS
<br />AND THE ENGINEERS INTERPRETATION OR CORRECTION THERFn
<br />I I SPEC/A L NOTES = SF-TATJj P�_ r-^*7C--;Cy;;'y„ rerlhxr: ThE PLANS OR SPECIFICATIONS W
<br />25' 25 _ _IL W
<br />- [ DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN
<br />AGGREGATE 5f35E SHALL i5E CL. II- , -3/4"MAX. C0NF0R441AIC 7-0�e: COMPLETE DETAIL IT IS UNDERSTOOD THAT ONLY THE. BEST GENERAL
<br />Ps _
<br />PRACTICE IS TO PREVAIL AND THAT ONLY MATERIAL AND WORKMAN-
<br />__ SECr101V 260 OF THE 5TANDARD 5ReC'IFICArIONS, DEPT. OF TRASPORTAT/dN,
<br />Ext A. C. SHIP OF FIRST QUALITY ARE TO BE USED.
<br />/s 8'f
<br />' STATE OF CALrF, , DATED JULY /984.
<br />CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE SMITH
<br />5 I 189'I 3 GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONTRACTOR WILL
<br />2. A5PHAILT CONCRUTE SHALL BE TYPE' B %Z MAX. MEDIUM GR'AD1NG '
<br />+ i BE: REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
<br />C0IVF0jRA411V6 TO SECTION 99 OF THE STANDARD SPEC/F1CAT/0/V5j JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE j
<br />O,
<br />Z"A-C OVER DEPT. OF TRA/VSFORTAT/ON, STATE OF CAC/F. , DATED dULY 1984. PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT �
<br />(T. 2-. Z-6) /¢.5 A -B. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
<br />- 5HWCUT EX15T A.C. NOT BE LIMITED TO NORMAL WORK .I G HOURS, AND CONSTRUCTION
<br />W /DEIV FAI,'OAKS ROAD /' FRom EF 3. THE TOP DF THE SUBGRADE SHALL 8E COMPACTED CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD �
<br />TYPICAL .7ECT/D!V TO 95` 0/0 R' C. - DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL 'LIABILITY, >� 'Um
<br />INDEX OF SHEETS REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
<br />1Y0 SCALE
<br />WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE Q
<br />SOLENEGLIGENCE OF DESIGN PROFESSIONAL.
<br />*X- THE EXISTING CROSS - SLOPE SHALL 8E LEGEND SHEET / TITLE 5HE-ET im
<br />4-- THE CONTRACTOR ATTENTION IS DIRECTED TO THE REQUIREMENTS
<br />CONTINUED ACROSS THE WIDENED SECT/ON. SHEET ORAZ/O LANE - PLAN PROFILE CONTAINED IN CALIF. DEPT. OF INDUSTRIAL SAFETY AND CAL OSHA
<br />CROSS SLOPE VAR/E,g THl2U CURVE . STA/YDARD MONUMENT BO>( WITH RESPECT TO EXCAVATIONS AND TRENCHING WORK.
<br />SHEET 3 TRA/NA COURT- PLAN F PROFILE 5. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS. IT SHALL
<br />LOCATION OF SOIL SAMPLE FOIe %ems VALCIE TEST BE THE CONTRACTORS SOLE RESPONSIBILITY TO PROTECT ALL EXISTING /n
<br />SHEET SL TRAINA COURT - PLAN � PROFILE UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PER- V
<br />FQRMANCE OF HIS CONTRACT.
<br />EXISTING FEATURE�P. U. E. AS InrDICATEO SHEE T .5 APRICOT LANE - PLAN i PROFILE
<br />Uj
<br />Ca. THE CONTRACTOR SF.'
<br />BE RESPONSIBLE FOR PROTECTING EXISTING
<br />eet W CR" WATER MAIN, DRY L INE, P. V. C. PIPES., C- 00, CLA55 /SO . SHEE T 6 FAIROAKS ROAD - PLAN � PROFILE IMPROVEMENTS FROM DAMAGE. U
<br />YV I S D R VV Q
<br />iT cA01NT TRENCH CG, E',CTV, PHONE) SHEET 7 IWISCELLAA160US DETAILS 7- EXISTING UTILITIES ARE PLOTTED FROM AVAILABLE RECOR 5
<br />CONTRACTOR SHALL TAKE Pr:ECAUTI0i1ARY MEASURES TO PRO'i'EC'f
<br />25 I 25' _ ® L/VATER VAL VE f VALVE Box 15HEET 8 GRADI/VG PL AIV THESE UTILITIES. CONTRACTOR SHALL DO NO EXCAVATION UNTIL
<br />ALL UTILITY AGENCIES HAVE BEEN NOTIFIED AND BEEN GIVEN O
<br />4THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD
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<br />5-L-4-' /�f�4 s 7 � VV. S . .9�� � WATE/e SERVICE TO PfLUSA-(800) 642--2444, , V
<br />CAPPED AND 24N DEEP,47'
<br />r2lo 290 PlL . PLACE '�'`-¢ REBAR, c'f 8. sTUe FOR FUTURE FIRE HYDRANT SMALL BE EXTEND 2 MIN.) BEYOND N
<br />E06E OF PAVEMENT. CAP END ANO PLACE '#¢ RE£�A/Q 2'LONG� VERTICAL[Y 1.1..
<br />far• LsdNG VEIQTlCACCY ATEN AT END AND !' BELOW GROUND AT SND OF ALL MA/NS .
<br />°10� - 8�0� 1'" DEEP. CSEE SHEETS 2-4 FOR 40CAT101V5)
<br />12' 4. C. 0V` 6" SVA rE� MA //V Q
<br />T 1. = 4.0� ,. 30"OF CO VER A4IN- UTILITIES : DEVELOPER 9 !�(OT/Fy SANcIOAQU/N COUNTY F/EL,'� ENG/l1/EEIe .� M/NI/v1UM Of 2¢ h/OU/eS
<br />7 A.B. PAVED AREA
<br />Cryq) !Iv ADVANCE PRI©R TD BEGINNING OF ANy woRK.
<br />O/TAZ/O LANE AND TRAINA COURT
<br />ELECTRICITY e GAS PG E - STOCKTO/v WILL/AM D. EO WA RDS /a. SyALt Fi/•f'/V/s1/ CoivsT.eac �onl $TAfSI �.
<br />T'YPICA L STRUCTURAL SECT/D!V F. H. FIRE HYDRANT(FUTURE, (,?09,) 4�� - 22<v / X352 W. CANAL �L1/D. -
<br />vYATEA vVELL 1 EACH LOT. TRAC Y , CA 9537& COUNTY OF SAN JOAQU I N SCALE I"=IOO'
<br />Ivo SCALE
<br />SA,N/TARY SEWER:, sEPT/C SYSTEM, EACH LOT. TELEPHONE 0209) 835-465! DEPARTMENT OF PUBLIC WORKS DRAWN: NML
<br />6TORM DRAIN: %C'ETENTIO/V , EACH LOT.Approved By CHECKED: EFS
<br />JOB
<br />SHEET
<br />Henry ;M. Hirata, RCE 2;258 Date
<br />Director of Public Works , OF jo
<br />_ 1111119111111_1__III_11 / 44
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