|
L�
<br />J
<br />5 28 5228
<br />6 IF
<br />.52-13
<br />8
<br />. }VIS'f
<br />I 10
<br />1
<br />2
<br />3
<br />ifTOR
<br />6
<br />L�
<br />J
<br />\ by
<br />TANK SLAB ELEVATIONS (DETAIL)
<br />4
<br />5 28 5228
<br />6 IF
<br />.52-13
<br />8
<br />. }VIS'f
<br />I 10
<br />ifTOR
<br />6
<br />51.82
<br />.s
<br />..M2
<br />�:
<br />RIM 51.50 RIM 51,50
<br />UNIT
<br />�.
<br />Room
<br />57.76
<br />�'.
<br />Al -51.
<br />51.70
<br />: - 57.
<br />S
<br />'
<br />hGR A ,❑
<br />51.68 i
<br />Y s
<br />'
<br />51.73:
<br />i
<br />51 73 j 51.
<br />57.73
<br />5J.
<br />V
<br />w
<br />\ by
<br />TANK SLAB ELEVATIONS (DETAIL)
<br />4
<br />11
<br />12
<br />13
<br />i
<br />_$'02'29"
<br />6 IF
<br />7 IF
<br />8
<br />9
<br />I 10
<br />11
<br />12
<br />13
<br />14 15 16 V 17
<br />NOTES
<br />1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE W17H 774£ LATEST EDITIONS OF 7HESE
<br />PLANS THE PROJECT SPECJFlCA7IONS, THE CITY OF LODI STANDARD CONSTR41C77ONS SPECIFICATIONS
<br />AND, UNLESS SHOWN OR SPECIFIED OTHERWISE; WITH THE LATEST M77O1S OF THE STATE (`CALT IAI
<br />STANDARD SPfCYRCA770NS AND PLANS AND INE MANUAL OF TRAFFIC CONTROLS. IN CASE OF CONFLICT
<br />AMONG ANY OF THE STANDARDS LII ABOVE, INCLUDING THE PLANS AND SPECIFICATIONS AND THE
<br />SOILS REPORT, THE STRICTEST INTERPRETATION SHALL PREVAIL
<br />2 THE TYPES LOCATIONS, SIZES ANO/OR DEPTHS OF EXIS7ING UNDERGROUND U77L117ES AS SHOWN ON
<br />THESE IMPROVEMENT PLANS KEW OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR
<br />1S CAUTIONED THAT ONLY ACTUAL EXCAVA77ON WILL REVEAL 7HE TYPES EXTENT, SIZES, LOCATIONS
<br />AND DEPTHS OF SUCH UNDERGROUND UTILITIES HOWEVER, IVAN VEG✓ARY & ASSOCIATES COWL771VO
<br />CIVIL £NOIATER HEREWAFTER DESIGNATED AS THE ENGINEER, ASSUMES NO RESPONSIBILITY FOR THE
<br />COMPLE7ENESS OR ACCURACY OF THE DELINEATION OF SUCH UNDERGROUND UTILITIES NOR FOR THE
<br />EXISTENCE OF OTHER BURIED OBJECTS OR URUTIES WHICH ARE NOT SHOWN ON THESE DRAWINGS THE
<br />CONTRACTOR TS HEREBY N077FED 774AT, PRIOR TO COMMENCING CONSIRUCTON, HE IS RESPONSIBLE FOR
<br />CONTACTING THE UTILITY COMPANIES INVOLVED AND REQUESTING A VISUAL VERIFICATION OF THE
<br />LOCATIONS OF THEIR UNDERGROUND FACILITIES SHOWN ON THESE IMPROVEMENT PLANS THE ENGINEER
<br />SHALL BE NOTIFIED BY THE CONTRACTOR OF THE SCHEDULED TIME AND PLACE OF SUCH VISUAL
<br />VERIFIC477ON TO ENABLE SAID FIRM 70 HAVE A REPRESENTATIVE PRESENT. SHOULD A CONFLICT
<br />BECOME APPARENT THE ENGINEER WILL CONTACT' THE PARTIES RESPONSIBLE FOR THE RELOCATION OF
<br />THE COAlUC77MG FACILITY.
<br />3 WHERE THE ENGINEER, OR HIS REPRESENTATIVE: IS TO PROVNTE CONSTRUCTION STAKES SAID FIRM
<br />WILL ASSUME NO RESPONSBHUTY WHATSOEVER FOR IMPROVEMENTS CONSTRUCTED 7HEREFIROM UNLESS THE
<br />FOLLOWING PROCEDURE IS OBSERVED BY THE CONTRACTOR: (A) THE CONTACTOR SHALL, THROUCH THE
<br />OFFICE OF THE ENGINEER, REQUEST CONSIRUCT70N STAKES FOR ANY PARTICULAR PHASE OF 7HE WORK AT
<br />LEAST FORTY-EIGHT (48) HOURS PRIOR TO THE PLANNED USE OF SAID STAKES NO REQUEST FOR STAKES
<br />RECEIVED FROM A SUBCONTRACTOR WILL BE REC06 NIZED UNLESS A WORK ORDER OR AUT7IDRIZATION IS
<br />RECEIVED FROM THAT SUBCONTRACTOR,• (B) WHERE CONS7RUCT70N STAKES ARE INTENDED FOR USE IN
<br />SETTING CONCRETE FORMS THE CONTRACTOR %ii UPON COMPLETION OF FORM SETTING, CONTACT THE
<br />OFFICE OF THE ENGINEER TO REQUEST A FROM CHECK IF 714E GRADE AND ALIGNMENT OR THE FORMS
<br />ARE NOT APPROVED, CERTAIN CORRECTIONS WILL BE REQUESTED PRIOR TO PERMITTING CONCRETE TO BE
<br />PLACED. A REPRESENTA77VE OF THE CONTRACTOR MUST BE PRESENT AT 774E FROM CHECK. NO
<br />AUTHORIZATION TO PLACE CONCRETE WILL BE OVEN TO A SUBCONTRACTOR.
<br />4. Ceti CONTROL POINTS .RILL BE SET BY THE ENGINEER, OR ITS REPR£SENTARVE, WH1CH ARE
<br />CRITICAL TO THE CONSTRUCTION STAKING OF THE PROJECT. THESES POINTS WILL BE DESIGNATED AT
<br />A PRE -CONSTRUCTION CONFERENCE BETWEEN REPRESENTA77WS OF THE ENGINEER AND THE CONTRACTOR.
<br />THE CONTROL POINTS WILL Be PERMANENT MONUMENTS (REBAR) SET AND CLEARLY MARKED ON THE JOS
<br />SITE. THE CONSIRUC77ON SHALL NOT DISTURB THE CONTROL POINTS IN ANY MANNER. IF IT BECOMES
<br />NECESSARY TO REMOVE SAID CONTROL PONTIS DURING CONSTRUCTION; THE CONTRACTOR SHALL NOTIFY
<br />THE ENGINEER 48 HOURS IN ADVANCE OF SAID REMOVAL 70 ALLOW FDR REFERENCING SAID CONTROL
<br />POINTS AND THEIR EVENTUAL REPLACEMENT. IF CONTROL POINTS ARE REMOVED OR DE57ROYED WITHOUT
<br />SAID NOARCAPON, 7HE COST OF REPLACEMENT SHALL BE DEDUI FROM 774E CONTRACTORS PAYMENT,
<br />AND PAYMENT SHALL BE MADE BY OWNER TO 774E ENGINEER.
<br />' 5 THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN 7HE CON57RUCTON
<br />AREA UN71L THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING
<br />l 6..774E CONTRACTOR SHALL BE RES-ONSBLE FOR 7HE PROIECT70N OF ALL EXISTING SURVEY MONUMENTS
<br />AND OTHER SURVEY MARKERS DURING CONSIRUCTON. ALL SUCH MONUMENTS OR MARKERS DESTR00
<br />DURING CONS7RUCITON SHALL BE REPLACED AT 774E CONTRACTOR'S EXPENSE
<br />1 7. THE CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLES AND VALVE BOXES WTHfAf TIE WORK AREA
<br />1 TO GRADE UNLESS N07ED OTHERIISE,
<br />' 8 THE CONTRACTOR SHALL OBTAIN THE NECESSARY ENCROACHMENT PI3RMI75 FROM CITY OF LODI AND
<br />CAORANS OR ANY OTHER AGENCIES HAVING XRISDIC770M PRIOR TO COMMENCING ANY WORK.
<br />RACTOR SHALL N077FY INE CTYQF DIXON 48 HOURS PRIOR TO THE INTENT TO
<br />CE
<br />THE WRCONTRACTOR SHALL GIVE THE O
<br />H
<br />Sp
<br />10, AGR THAT SHALL ASSUME SOLE0 COMPLERENSBL TY
<br />CON017700oS DURING ARE COURSE OF GWNS7RUC770N OF INNS PROJECT, INCLUDING SAFETY OF ALL
<br />i 8s N`� y- £K, TANKS TO R£MAJNJi� I PERSONS AND PROPERTY'THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 8E UNITED
<br />ED
<br />NEIN'; SCAB:` . E9 �'At
<br />TO NORMAL AND CITY WORKING HOURS; AND THAT HE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
<br />- AND ADJUSr MANHOLES -1 _ OT 174Aip
<br />E OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LABILITY, REAL OR ALLEGEO, IN
<br />V
<br />CONSTRUCTNEW DRIVEWAY "�: i LJ A� •S Q7 I CONN£CTON W1TN 774£ PERFORMANCE OF WtJRX ON THE PROJECT EXCEPTING FOR LIABILITY ARISING
<br />TO GR
<br />PER CITY OF: LODI SID HT1 + FROM THE SOLE NEGLIGENCE OF AHE OWNER OR ENGINEER
<br />CONFORM 79 EXISTING j `:. 575 o
<br />_ •- CURB AND.,G UTTER . < 0 52 '(+ I p 11. PUBLIC SAFETY AND TRAFFIC CONTROL SHALL !7E PROVIDED .174 ACCORDANCE WT7F! � STANDAR
<br />0 °
<br />SHALL AT ALL TIMES CONSTRUCTION.
<br />VEHlCUL4R AND PED A
<br />- PROVIDE SLEEVE ... II N � S'ECIR� A�SVI� DD AS DIRECTED CURING CIY THE TY ENGINEER. SA N ACCE
<br />ss
<br />FOR WATER SERVICES o o f0 12 WHENEVER f REA IS ADJACENT TO A TRAFRCLANf AND THERE IS A PAVEMENT CUT, DITCH
<br />II 174 WORK A
<br />y OR TRENCH OVER 2" DEEP, THE CONTRACTOR SHALL MAINTAIN CONTINUOUS BARRICADES SPACED AT
<br />. ®is5 y - :E APPROXlMA7ELY 50 -FOOT INTERVALS IF THE CUT, DITCH OR TRENCH M MORE THAN NO FEET FROM A
<br />,. TRAFFIC LANE THE SPACING MAY BE GREATER BUT NOT TO EXCEED 200 FEET.
<br />N ` N SH UNLESS PEN ON LLY SET FORTH T THE SPECIAL PROVISIONSDURING
<br />ALL MARKED LANES OF TRAFFIC
<br />. �/ `- op ti •� .. 1 f ` c •• � �, \ \ ` � " ..' o � ' � � � N MAJOR TR 75 IN EA C WRING Ti AK 77?AMC HOURS OF 7:00
<br />.� i ._, -. - f
<br />SHALL
<br />TO 8:00 A.M. D 3 30 P.M. TO 5:30 RM. ,l 'AFRC LANE S I BE CONSIDERED OPEN !F IT
<br />FUE CANOPY IS SURFACED WITH ASPHALT AND AT LEAST 10' R4:
<br />NEW
<br />Sk .:I A-8.1
<br />Y �-� -- 14. ALL BENSONS TO THIS PLAN MUST BE REVIEWED BY THE PUBLIC W17RKS CONDEPAR7MENT PRIOR TO
<br />fK' CONS7RUCTON AND SHALL BE ACCURATELY SHORN ON REVISED PLANS STAMPED AND DISTRIBUTED BY THE
<br />to a„ W AFF. _ AFF. GRANS- ENGWEERWC SERVICES.DIVI PRIOR TA -CC.EPTANCF 4F:.37-F-WKY7X.At" CC"MP! c7EIII
<br />..
<br />- I - r �`. RIM 51.50RIM•#: '- I �! ; ._ -. 15. sImw !r APPEAR THAT THE WORK TO BE DONE; OR ANY MATTER RELATIVE THERETO, is NOT
<br />REMOVE EXIST. DRIVEWAY AND I M51.50 D
<br />Z REPLACE W97T( CURB AND GUTTER
<br />MASUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLA'�S THE CONTRACTOR SHALL CONTACT IVAN VEGVARY
<br />4 AT (925)947-1051 FOR FURTHER £XPLANA80N A,' '' BE NECESSARY.
<br />TCH EXIST GRADES
<br />'.
<br />�. USE CITY OF LODI STANDARDS VAT
<br />-, 16. IF ARCHAEOLOGICAL MATERIALS ARE UNCOVERED rJRWG GRADING TRENCHING OR OTHER EXCA ON,
<br />Q l - _>.. 4 \ \EARTHWORK WITHIN 100 FEET OF THESE MATERIALS SHALL BE STOPPED UNTIL A PROFESSIONAL
<br />f ' - , DS
<br />it
<br />ARCHAEOLOGIST WHO LS C£RTRED BY THE SOCIETY OF CALIFORNIA ARCNAEOUOGY (SCA ANO/OR.Tif
<br />._.'�; ' SOCIETY Of PROFESSIONAL ARCHAEOLOGY (SOPA) HAS JNAD AN OPPORTLMttTY TO EVALUATE 7174E -
<br />r
<br />F c I; i ' 4 A -i '!.. _...... S/GNIRCANCf OF THE RND ANO SUGGEST APPROPRIATE MUTGATON MEASURES, IF THEY ARE DEEMED
<br />TO' X f0' PUBUC CONSTRUCT SAND GREASE TRAP -- - �� i \ i - - INECESSA Y. NO MPROVEMENT PLANS, SHALL BE RLA/OVED UNLESS THEY ARE SHOWN AND NOT=CH TO BE REMOVED ON THE
<br />UTIU7FS EASEMENT .-7 �p > - ry0 ,j i } ; NT NS.
<br />10:00' PER CITY SID. 205 _
<br />BTO11-T 17. EXISTING CURB AND SIDEWALK WI7HAf THE PROJECT LIMITS 714ATARE DAMAGED OR DISPLACED,
<br />r r \
<br />,,, -� • -. EVEN THOUGH THEY HERE NOT TO BE REMOVED, SHALL BE REPAIRED OR REPLACED EVEN IF DAMAGE OR
<br />q _......_-. ._ _ DISPLACEMENT OCCURRED PRIOR TO ANY WORK PERFORMED BY 774E CONTRACTOR. ALL AifES CONFLICTING
<br />- CLEANOUT _ - �:. 'y �� u, 4 _._.._� h WITH GRADING, LUXITES OR OTHER IMPROVEMENTS OR OVERHANGING THE SIDEWALK OR PAVEMENT $O
<br />CITY STD 201 `, y,�9 v.. CL T ... ._ _ AS TO FORM A NUISANCE OR HAZARD, SHALL BE TRIMMED AND PROPERLY TREATED AND SEALED.
<br />e
<br />' . 18. THE CONTRACTORS ATTENTION 15 DIRECTED TO THE REQUIREMENTS OF THE DIVISION OF
<br />/N�Tj(LL _Z�UcC� f'2EJl c/�'c/CFGaW
<br />--DOSPOU I - -",-IC
<br />•!„ <: INDUSTRIAL SAFETY PERTAINING TO CONRNED SPACES . ANY MANHOLE; CULVERT, DROP INLET OR
<br />t,�" E✓/GL f�E ' L.oL.7 i f'T O z' Y,� /I ,Ei�' Ji( I'S� - \, \� A -T • OO+ ' ~- _ 7 ( I TRENCH WHICH COULD CONTAIN AIR MICH 1S NOT REAINLY VENTILATED MAYBE CONSIDERED A
<br />W I A'
<br />/'<w7lTiC__/✓/EI ice! raNOPERsoNNEx
<br />' ..CONNECT >D \• :�. .; 7 ? ,.• P VII TO FORM ' "CONFINED NT Cf'
<br />W \. 1 1 £ CONTRACTOR o 774E NECESSARY sAFL7Y OR Nc EOUPMEN
<br />- EX. SSW
<br />EDGE OF TNG AND SHALL CONFORM TO ALLRULES AND REGULATIONS PERTAINING TOT SAFETY.
<br />..� \`+(lr `\ A 6 v'• SANTA ROSA L EK �- CR CUTTER
<br />i
<br />E I MOVE EX WATER METER '` '7RA IF
<br />8' RIDE PUBLIC TO BEHIND CURB _ \ ~'. F < Sy, CA BABW :,:: S77RbICTS' 206 MOD
<br />«.� j
<br />U7TLlTlES EASEMENT 50.92 CITY TD 2 IED
<br />90' _._ JA 51.18 _.-._.-
<br />.� ,;A-�1� W 48.11 (174
<br />Sr0.0t9 _ __ i .� -- RPTFI. TRAFFIC ORSANTA ROSA OA Elf
<br />CA TON BASIN
<br />RIM SQSJ
<br />�LF INV 4883 \o dYPI
<br />_ 5
<br />W I REQUIRED EASMENTS To Q
<br />\ D D0 7
<br />•
<br />\ D
<br />- - -
<br />a oa
<br />- -
<br />740. • DATE REV151ON5/SUBTAISSIONS NO. • DATE REVISIONS/SUBMISSIONS
<br />,
<br />-...:: - ..� -�-� ....... - CT TO EXIST MANHOLE
<br />i I ` S. ,; ..vim �. s COAIN EX
<br />----
<br />E,
<br />'' 8:00' I f_z� .._... �: - ... .-
<br />'"-�\ REPLACE EX, DRIVEWAY WIN :;,..:._
<br />CITY OF LODI SID. CURB, ...... v __
<br />\ - GUTTER AND .SIDEWALK
<br />5.00' WOE PUBLIC UTILITIES CASEMENT - .,. .
<br />PROJECT NAME
<br />KETTL`EMAN LANE
<br />\\''�� DBSIGN6DS Tel. 510.428.1758 Vegvary & Vegvary
<br />Fax 510.420.5896 band Surveying - Civil Engineering
<br />DCIEMAILOAOL. Ste 204 40 Terra Teresa
<br />201 Park Ave.,\ \ \CO1J&C119E
<br />Emeryville, (510)Lafay947-1051
<br />Eme e, California 94808
<br />NOTE.• -
<br />DRAYANG TITLE
<br />I CONTRACTOR DES H VERIFY THAT SLOPES rA1DrTHE D BY' PAVING AND GRADING PLAN
<br />\ \� 5' RHDE j INE GRADES SHOWN ARE SUFFICIENT FOR THE DRAINAGE
<br />E£5-0105
<br />OF ALL ASPHALT SURFACES.
<br />\ \ 0
<br />- - - SEAL SCALE PROJECT NO. �
<br />.
<br />NORTH H DRAWN SHEET ,o
<br />1. V.
<br />20 0 20 40 60 �� cHEacED
<br />KETTLEMAN LAN APPR C-1.1 g
<br />FEET
<br />E GRAPHIC SCALE 'I
<br />DATE
<br />1 2 3 4 5 6 7 g 9 10 11 12 13 14
<br />i
<br />_$'02'29"
<br />E 170.71'
<br />ifTOR
<br />.s
<br />..M2
<br />�:
<br />UNIT
<br />�.
<br />5 53,
<br />250
<br />-
<br />'
<br />hGR A ,❑
<br />s
<br />DS
<br />F
<br />OS
<br />£ DRAW DOWNSPOUT
<br />-
<br />(
<br />5.00. TO GUTTER o
<br />PG&E S£RNCES
<br />E,
<br />i
<br />w
<br />BRING NEW WRIER TO
<br />Z
<br />NfTNW 5' OF BUILDING
<br />N
<br />2
<br />I
<br />Q
<br />--- NEW CONVENIENCE STORE
<br />W/ ATTACHED CAR WASH
<br />z
<br />SEE SHEET A-2.1
<br />PRO VIDE SLEEVE
<br />FOE{ WATER SERVICES
<br />, f
<br />-- w �F 53.50
<br />-
<br />REMOVE
<br />REPLACE
<br />EXI WAY AND
<br />CURB GUTTER._,,,.,
<br />WWINAT D
<br />I \�•
<br />1
<br />MATCH EXIST GRADES `
<br />-
<br />.-
<br />-' -
<br />-�3.0
<br />\
<br />l)
<br />USE CITY
<br />OF LODI STANDARDS
<br />( ..,.-
<br />it__,
<br />-
<br />{I
<br />v .
<br />!
<br />?
<br />cn
<br />Q.
<br />EXPANSION
<br />Si
<br />I
<br />s
<br />(TYPICAL)
<br />14 15 16 V 17
<br />NOTES
<br />1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE W17H 774£ LATEST EDITIONS OF 7HESE
<br />PLANS THE PROJECT SPECJFlCA7IONS, THE CITY OF LODI STANDARD CONSTR41C77ONS SPECIFICATIONS
<br />AND, UNLESS SHOWN OR SPECIFIED OTHERWISE; WITH THE LATEST M77O1S OF THE STATE (`CALT IAI
<br />STANDARD SPfCYRCA770NS AND PLANS AND INE MANUAL OF TRAFFIC CONTROLS. IN CASE OF CONFLICT
<br />AMONG ANY OF THE STANDARDS LII ABOVE, INCLUDING THE PLANS AND SPECIFICATIONS AND THE
<br />SOILS REPORT, THE STRICTEST INTERPRETATION SHALL PREVAIL
<br />2 THE TYPES LOCATIONS, SIZES ANO/OR DEPTHS OF EXIS7ING UNDERGROUND U77L117ES AS SHOWN ON
<br />THESE IMPROVEMENT PLANS KEW OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR
<br />1S CAUTIONED THAT ONLY ACTUAL EXCAVA77ON WILL REVEAL 7HE TYPES EXTENT, SIZES, LOCATIONS
<br />AND DEPTHS OF SUCH UNDERGROUND UTILITIES HOWEVER, IVAN VEG✓ARY & ASSOCIATES COWL771VO
<br />CIVIL £NOIATER HEREWAFTER DESIGNATED AS THE ENGINEER, ASSUMES NO RESPONSIBILITY FOR THE
<br />COMPLE7ENESS OR ACCURACY OF THE DELINEATION OF SUCH UNDERGROUND UTILITIES NOR FOR THE
<br />EXISTENCE OF OTHER BURIED OBJECTS OR URUTIES WHICH ARE NOT SHOWN ON THESE DRAWINGS THE
<br />CONTRACTOR TS HEREBY N077FED 774AT, PRIOR TO COMMENCING CONSIRUCTON, HE IS RESPONSIBLE FOR
<br />CONTACTING THE UTILITY COMPANIES INVOLVED AND REQUESTING A VISUAL VERIFICATION OF THE
<br />LOCATIONS OF THEIR UNDERGROUND FACILITIES SHOWN ON THESE IMPROVEMENT PLANS THE ENGINEER
<br />SHALL BE NOTIFIED BY THE CONTRACTOR OF THE SCHEDULED TIME AND PLACE OF SUCH VISUAL
<br />VERIFIC477ON TO ENABLE SAID FIRM 70 HAVE A REPRESENTATIVE PRESENT. SHOULD A CONFLICT
<br />BECOME APPARENT THE ENGINEER WILL CONTACT' THE PARTIES RESPONSIBLE FOR THE RELOCATION OF
<br />THE COAlUC77MG FACILITY.
<br />3 WHERE THE ENGINEER, OR HIS REPRESENTATIVE: IS TO PROVNTE CONSTRUCTION STAKES SAID FIRM
<br />WILL ASSUME NO RESPONSBHUTY WHATSOEVER FOR IMPROVEMENTS CONSTRUCTED 7HEREFIROM UNLESS THE
<br />FOLLOWING PROCEDURE IS OBSERVED BY THE CONTRACTOR: (A) THE CONTACTOR SHALL, THROUCH THE
<br />OFFICE OF THE ENGINEER, REQUEST CONSIRUCT70N STAKES FOR ANY PARTICULAR PHASE OF 7HE WORK AT
<br />LEAST FORTY-EIGHT (48) HOURS PRIOR TO THE PLANNED USE OF SAID STAKES NO REQUEST FOR STAKES
<br />RECEIVED FROM A SUBCONTRACTOR WILL BE REC06 NIZED UNLESS A WORK ORDER OR AUT7IDRIZATION IS
<br />RECEIVED FROM THAT SUBCONTRACTOR,• (B) WHERE CONS7RUCT70N STAKES ARE INTENDED FOR USE IN
<br />SETTING CONCRETE FORMS THE CONTRACTOR %ii UPON COMPLETION OF FORM SETTING, CONTACT THE
<br />OFFICE OF THE ENGINEER TO REQUEST A FROM CHECK IF 714E GRADE AND ALIGNMENT OR THE FORMS
<br />ARE NOT APPROVED, CERTAIN CORRECTIONS WILL BE REQUESTED PRIOR TO PERMITTING CONCRETE TO BE
<br />PLACED. A REPRESENTA77VE OF THE CONTRACTOR MUST BE PRESENT AT 774E FROM CHECK. NO
<br />AUTHORIZATION TO PLACE CONCRETE WILL BE OVEN TO A SUBCONTRACTOR.
<br />4. Ceti CONTROL POINTS .RILL BE SET BY THE ENGINEER, OR ITS REPR£SENTARVE, WH1CH ARE
<br />CRITICAL TO THE CONSTRUCTION STAKING OF THE PROJECT. THESES POINTS WILL BE DESIGNATED AT
<br />A PRE -CONSTRUCTION CONFERENCE BETWEEN REPRESENTA77WS OF THE ENGINEER AND THE CONTRACTOR.
<br />THE CONTROL POINTS WILL Be PERMANENT MONUMENTS (REBAR) SET AND CLEARLY MARKED ON THE JOS
<br />SITE. THE CONSIRUC77ON SHALL NOT DISTURB THE CONTROL POINTS IN ANY MANNER. IF IT BECOMES
<br />NECESSARY TO REMOVE SAID CONTROL PONTIS DURING CONSTRUCTION; THE CONTRACTOR SHALL NOTIFY
<br />THE ENGINEER 48 HOURS IN ADVANCE OF SAID REMOVAL 70 ALLOW FDR REFERENCING SAID CONTROL
<br />POINTS AND THEIR EVENTUAL REPLACEMENT. IF CONTROL POINTS ARE REMOVED OR DE57ROYED WITHOUT
<br />SAID NOARCAPON, 7HE COST OF REPLACEMENT SHALL BE DEDUI FROM 774E CONTRACTORS PAYMENT,
<br />AND PAYMENT SHALL BE MADE BY OWNER TO 774E ENGINEER.
<br />' 5 THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN 7HE CON57RUCTON
<br />AREA UN71L THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING
<br />l 6..774E CONTRACTOR SHALL BE RES-ONSBLE FOR 7HE PROIECT70N OF ALL EXISTING SURVEY MONUMENTS
<br />AND OTHER SURVEY MARKERS DURING CONSIRUCTON. ALL SUCH MONUMENTS OR MARKERS DESTR00
<br />DURING CONS7RUCITON SHALL BE REPLACED AT 774E CONTRACTOR'S EXPENSE
<br />1 7. THE CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLES AND VALVE BOXES WTHfAf TIE WORK AREA
<br />1 TO GRADE UNLESS N07ED OTHERIISE,
<br />' 8 THE CONTRACTOR SHALL OBTAIN THE NECESSARY ENCROACHMENT PI3RMI75 FROM CITY OF LODI AND
<br />CAORANS OR ANY OTHER AGENCIES HAVING XRISDIC770M PRIOR TO COMMENCING ANY WORK.
<br />RACTOR SHALL N077FY INE CTYQF DIXON 48 HOURS PRIOR TO THE INTENT TO
<br />CE
<br />THE WRCONTRACTOR SHALL GIVE THE O
<br />H
<br />Sp
<br />10, AGR THAT SHALL ASSUME SOLE0 COMPLERENSBL TY
<br />CON017700oS DURING ARE COURSE OF GWNS7RUC770N OF INNS PROJECT, INCLUDING SAFETY OF ALL
<br />i 8s N`� y- £K, TANKS TO R£MAJNJi� I PERSONS AND PROPERTY'THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 8E UNITED
<br />ED
<br />NEIN'; SCAB:` . E9 �'At
<br />TO NORMAL AND CITY WORKING HOURS; AND THAT HE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
<br />- AND ADJUSr MANHOLES -1 _ OT 174Aip
<br />E OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LABILITY, REAL OR ALLEGEO, IN
<br />V
<br />CONSTRUCTNEW DRIVEWAY "�: i LJ A� •S Q7 I CONN£CTON W1TN 774£ PERFORMANCE OF WtJRX ON THE PROJECT EXCEPTING FOR LIABILITY ARISING
<br />TO GR
<br />PER CITY OF: LODI SID HT1 + FROM THE SOLE NEGLIGENCE OF AHE OWNER OR ENGINEER
<br />CONFORM 79 EXISTING j `:. 575 o
<br />_ •- CURB AND.,G UTTER . < 0 52 '(+ I p 11. PUBLIC SAFETY AND TRAFFIC CONTROL SHALL !7E PROVIDED .174 ACCORDANCE WT7F! � STANDAR
<br />0 °
<br />SHALL AT ALL TIMES CONSTRUCTION.
<br />VEHlCUL4R AND PED A
<br />- PROVIDE SLEEVE ... II N � S'ECIR� A�SVI� DD AS DIRECTED CURING CIY THE TY ENGINEER. SA N ACCE
<br />ss
<br />FOR WATER SERVICES o o f0 12 WHENEVER f REA IS ADJACENT TO A TRAFRCLANf AND THERE IS A PAVEMENT CUT, DITCH
<br />II 174 WORK A
<br />y OR TRENCH OVER 2" DEEP, THE CONTRACTOR SHALL MAINTAIN CONTINUOUS BARRICADES SPACED AT
<br />. ®is5 y - :E APPROXlMA7ELY 50 -FOOT INTERVALS IF THE CUT, DITCH OR TRENCH M MORE THAN NO FEET FROM A
<br />,. TRAFFIC LANE THE SPACING MAY BE GREATER BUT NOT TO EXCEED 200 FEET.
<br />N ` N SH UNLESS PEN ON LLY SET FORTH T THE SPECIAL PROVISIONSDURING
<br />ALL MARKED LANES OF TRAFFIC
<br />. �/ `- op ti •� .. 1 f ` c •• � �, \ \ ` � " ..' o � ' � � � N MAJOR TR 75 IN EA C WRING Ti AK 77?AMC HOURS OF 7:00
<br />.� i ._, -. - f
<br />SHALL
<br />TO 8:00 A.M. D 3 30 P.M. TO 5:30 RM. ,l 'AFRC LANE S I BE CONSIDERED OPEN !F IT
<br />FUE CANOPY IS SURFACED WITH ASPHALT AND AT LEAST 10' R4:
<br />NEW
<br />Sk .:I A-8.1
<br />Y �-� -- 14. ALL BENSONS TO THIS PLAN MUST BE REVIEWED BY THE PUBLIC W17RKS CONDEPAR7MENT PRIOR TO
<br />fK' CONS7RUCTON AND SHALL BE ACCURATELY SHORN ON REVISED PLANS STAMPED AND DISTRIBUTED BY THE
<br />to a„ W AFF. _ AFF. GRANS- ENGWEERWC SERVICES.DIVI PRIOR TA -CC.EPTANCF 4F:.37-F-WKY7X.At" CC"MP! c7EIII
<br />..
<br />- I - r �`. RIM 51.50RIM•#: '- I �! ; ._ -. 15. sImw !r APPEAR THAT THE WORK TO BE DONE; OR ANY MATTER RELATIVE THERETO, is NOT
<br />REMOVE EXIST. DRIVEWAY AND I M51.50 D
<br />Z REPLACE W97T( CURB AND GUTTER
<br />MASUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLA'�S THE CONTRACTOR SHALL CONTACT IVAN VEGVARY
<br />4 AT (925)947-1051 FOR FURTHER £XPLANA80N A,' '' BE NECESSARY.
<br />TCH EXIST GRADES
<br />'.
<br />�. USE CITY OF LODI STANDARDS VAT
<br />-, 16. IF ARCHAEOLOGICAL MATERIALS ARE UNCOVERED rJRWG GRADING TRENCHING OR OTHER EXCA ON,
<br />Q l - _>.. 4 \ \EARTHWORK WITHIN 100 FEET OF THESE MATERIALS SHALL BE STOPPED UNTIL A PROFESSIONAL
<br />f ' - , DS
<br />it
<br />ARCHAEOLOGIST WHO LS C£RTRED BY THE SOCIETY OF CALIFORNIA ARCNAEOUOGY (SCA ANO/OR.Tif
<br />._.'�; ' SOCIETY Of PROFESSIONAL ARCHAEOLOGY (SOPA) HAS JNAD AN OPPORTLMttTY TO EVALUATE 7174E -
<br />r
<br />F c I; i ' 4 A -i '!.. _...... S/GNIRCANCf OF THE RND ANO SUGGEST APPROPRIATE MUTGATON MEASURES, IF THEY ARE DEEMED
<br />TO' X f0' PUBUC CONSTRUCT SAND GREASE TRAP -- - �� i \ i - - INECESSA Y. NO MPROVEMENT PLANS, SHALL BE RLA/OVED UNLESS THEY ARE SHOWN AND NOT=CH TO BE REMOVED ON THE
<br />UTIU7FS EASEMENT .-7 �p > - ry0 ,j i } ; NT NS.
<br />10:00' PER CITY SID. 205 _
<br />BTO11-T 17. EXISTING CURB AND SIDEWALK WI7HAf THE PROJECT LIMITS 714ATARE DAMAGED OR DISPLACED,
<br />r r \
<br />,,, -� • -. EVEN THOUGH THEY HERE NOT TO BE REMOVED, SHALL BE REPAIRED OR REPLACED EVEN IF DAMAGE OR
<br />q _......_-. ._ _ DISPLACEMENT OCCURRED PRIOR TO ANY WORK PERFORMED BY 774E CONTRACTOR. ALL AifES CONFLICTING
<br />- CLEANOUT _ - �:. 'y �� u, 4 _._.._� h WITH GRADING, LUXITES OR OTHER IMPROVEMENTS OR OVERHANGING THE SIDEWALK OR PAVEMENT $O
<br />CITY STD 201 `, y,�9 v.. CL T ... ._ _ AS TO FORM A NUISANCE OR HAZARD, SHALL BE TRIMMED AND PROPERLY TREATED AND SEALED.
<br />e
<br />' . 18. THE CONTRACTORS ATTENTION 15 DIRECTED TO THE REQUIREMENTS OF THE DIVISION OF
<br />/N�Tj(LL _Z�UcC� f'2EJl c/�'c/CFGaW
<br />--DOSPOU I - -",-IC
<br />•!„ <: INDUSTRIAL SAFETY PERTAINING TO CONRNED SPACES . ANY MANHOLE; CULVERT, DROP INLET OR
<br />t,�" E✓/GL f�E ' L.oL.7 i f'T O z' Y,� /I ,Ei�' Ji( I'S� - \, \� A -T • OO+ ' ~- _ 7 ( I TRENCH WHICH COULD CONTAIN AIR MICH 1S NOT REAINLY VENTILATED MAYBE CONSIDERED A
<br />W I A'
<br />/'<w7lTiC__/✓/EI ice! raNOPERsoNNEx
<br />' ..CONNECT >D \• :�. .; 7 ? ,.• P VII TO FORM ' "CONFINED NT Cf'
<br />W \. 1 1 £ CONTRACTOR o 774E NECESSARY sAFL7Y OR Nc EOUPMEN
<br />- EX. SSW
<br />EDGE OF TNG AND SHALL CONFORM TO ALLRULES AND REGULATIONS PERTAINING TOT SAFETY.
<br />..� \`+(lr `\ A 6 v'• SANTA ROSA L EK �- CR CUTTER
<br />i
<br />E I MOVE EX WATER METER '` '7RA IF
<br />8' RIDE PUBLIC TO BEHIND CURB _ \ ~'. F < Sy, CA BABW :,:: S77RbICTS' 206 MOD
<br />«.� j
<br />U7TLlTlES EASEMENT 50.92 CITY TD 2 IED
<br />90' _._ JA 51.18 _.-._.-
<br />.� ,;A-�1� W 48.11 (174
<br />Sr0.0t9 _ __ i .� -- RPTFI. TRAFFIC ORSANTA ROSA OA Elf
<br />CA TON BASIN
<br />RIM SQSJ
<br />�LF INV 4883 \o dYPI
<br />_ 5
<br />W I REQUIRED EASMENTS To Q
<br />\ D D0 7
<br />•
<br />\ D
<br />- - -
<br />a oa
<br />- -
<br />740. • DATE REV151ON5/SUBTAISSIONS NO. • DATE REVISIONS/SUBMISSIONS
<br />,
<br />-...:: - ..� -�-� ....... - CT TO EXIST MANHOLE
<br />i I ` S. ,; ..vim �. s COAIN EX
<br />----
<br />E,
<br />'' 8:00' I f_z� .._... �: - ... .-
<br />'"-�\ REPLACE EX, DRIVEWAY WIN :;,..:._
<br />CITY OF LODI SID. CURB, ...... v __
<br />\ - GUTTER AND .SIDEWALK
<br />5.00' WOE PUBLIC UTILITIES CASEMENT - .,. .
<br />PROJECT NAME
<br />KETTL`EMAN LANE
<br />\\''�� DBSIGN6DS Tel. 510.428.1758 Vegvary & Vegvary
<br />Fax 510.420.5896 band Surveying - Civil Engineering
<br />DCIEMAILOAOL. Ste 204 40 Terra Teresa
<br />201 Park Ave.,\ \ \CO1J&C119E
<br />Emeryville, (510)Lafay947-1051
<br />Eme e, California 94808
<br />NOTE.• -
<br />DRAYANG TITLE
<br />I CONTRACTOR DES H VERIFY THAT SLOPES rA1DrTHE D BY' PAVING AND GRADING PLAN
<br />\ \� 5' RHDE j INE GRADES SHOWN ARE SUFFICIENT FOR THE DRAINAGE
<br />E£5-0105
<br />OF ALL ASPHALT SURFACES.
<br />\ \ 0
<br />- - - SEAL SCALE PROJECT NO. �
<br />.
<br />NORTH H DRAWN SHEET ,o
<br />1. V.
<br />20 0 20 40 60 �� cHEacED
<br />KETTLEMAN LAN APPR C-1.1 g
<br />FEET
<br />E GRAPHIC SCALE 'I
<br />DATE
<br />1 2 3 4 5 6 7 g 9 10 11 12 13 14
<br />
|