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<br /> GENERAL NOTES: RIGHT RIGHT
<br /> 1) ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE RIGHT RIGHT OF OF
<br /> WITH THE COUNTY OF SAN JOAQUIN AND CITY OF STOCKTON STANDARD WAY (VARIES) WAY WAY VARIES WAY
<br /> PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THERETO TO DATE. 70.0'-80.0BACK 50.0'-70.0' BACK
<br /> ALL WORK SHALL BE UNDER THE INSPECTION OF THE COUNTY OF SAN BACK BACK OF OF
<br /> JOAQUIN DEPARTMENT OF PUBLIC WORKS. OF OF VAR. WALK WALK
<br /> WALK WALK VAR. 5.0' VAR.
<br /> VAR. 1.0' VAR. 1.2'-11.2 CONST.
<br /> 2) IT IS INTENDED THAT THESE PLANS AND THE COUNTY 5.0'-10.0' EXEP VARIES EXEP .5'-5.5
<br /> 1.3'-15.65' 0.5'-9.4' 17.0'
<br /> STANDARD SPECIFICATIONS REQUIRE ALL LABOR AND MATERIALS NECES- 17.0'-26.0
<br /> CONST.
<br /> SARY AND PROPER FOR THE WORK CONTEMPLATED BE PROVIDED AND LIMITS OF EXEP EXEP LIMITS OF
<br /> THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE CLEARING AND .5' 24.0' 24,0' 5' CLEARING AND LIMITS OF LIMITS OF
<br /> GRUBBING GRUBBING CLEARING AND NFO FOR CLEARING AND
<br /> INTENT AND PURPOSE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WIDENING WIDENING GRUBBING REINFORCING REINFORCING GRUBBING
<br /> IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES WHICHMAY EXIST IN THE PLANS OR FABRIC FABRIC
<br /> INTERPRETATION OR CORRECTION THEREOF NSHALL BE CONCLUSIVE. REINFORCING FABRIC REINFORCING FABRIC
<br /> 0.1T OVERLAY
<br /> DRAWING NUMBERS SHOWN ON THE PLANS REFER TO COUNTY OF SAN - 13:1
<br /> "-
<br /> _. 0.1T OVERLAY--,. � �.. -
<br /> JOAQUIN STANDARD PLANS, SHOWN THUS: S.J. CO. DWG.NO. 3:1 3;11
<br /> MAX. a -: A%. MA%. � -,. - ^. .,� _ - _ -- - _ -- ' - - i. , AX.
<br /> 3) WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF - - - - - - - - - -- - - - - - i PLANING 1
<br /> THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS EXISTING - I VAR. VAR. I - EXISTING EXISTING EXISTING SEE TYPICAL EXISTING, EXISTING
<br /> AND THATUNDERSTOOD THAT O BE ONLY
<br /> MATONLY ERIALSHE BEST GENERAL AND WORKMANSHIP PRACTICE
<br /> OF THE FIRST QUALITY GROUND SIDEWALK PA55
<br /> RK NG 5. 0'
<br /> NEO TRAFFIC LANE TRAFFIC LANE SBKEE PARKBNGt
<br /> CUFWALK ROLL &SDEWALK V R* GROUNDGROUND CURB & GUTTER PLANING DETAIL CURB & GUTTER GROUND
<br /> 7.0' 12.0' 12.0' 7.0'
<br /> 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND NO PARKING �NO PARKING SHOULDER TRAFFIC LANE TRAFFIC LANE SHOULDE
<br /> LICENSES REQUIRED FOR THE CONSTRUCTION AND COMPLETION OF THE STA. 38+40 TO STA. 35+03 TO
<br /> PROJECT. STA. 39+02 TYPICAL SECTION STA. 41+73 0.5' 0.5'
<br /> 5) CONSTRUCTION STAKING FOR GRADING, CURB, GUTTER, SIDEWALK, STORM STA. 10+50 TO STA. 48+75 TYPICAL SECTION
<br /> DRAINS, AND ALL OTHER WORK SHALL BE DONE BY THE CONTRACTOR, STA. 59+67 TO STA. 75+00 STA. 75+00 TO 89+65
<br /> 6) THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CARE-
<br /> FULLY PRESERVE BENCH MARKS, REFERENCE POINTS AND ALL SURVEY
<br /> STAKES, AND SHALL BEAR ALL EXPENSES FOR REPLACEMENT AND/OR
<br /> ERRORS CAUSED BY THEIR UNNECESSARY LOSS OR DISTURBANCE.
<br /> 7) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD
<br /> CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE COUNTY. 5.0'-7
<br /> 8) ALL UNDERGROUND UTILITIES SHALL BE IN PLACE PRIOR TO EXISTING 3;1 0.10'
<br /> INSTALLATION OF CURB, GUTTER, SIDEWALK, AND STREET PAVING. GROUND MAX. _ - .,
<br /> 9) ALL STATIONS REFER TO DISTANCES ALONG CONSTRUCTION CENTERLINE, 4
<br /> PERPENDICULAR TO OR RADIALLY OPPOSITE CENTERLINE STATIONS,
<br /> UNLESS OTHERWISE NOTED,
<br /> RIGHT RIGHT PLANING AC PAVEMENT
<br /> 10) THE CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES AND OF OF EXISTING CURB
<br /> VERIFY ALL UTILITY LOCATIONS. IT SHALL BE THE CONTRACTOR'S SOLE WAY WAY AND GUTTER
<br /> RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE 80.0, TO REMAIN
<br /> RESULTS TO THEM DURING THE PERFORMANCE OF HIS CONTRACT. THE BACK BACK
<br /> CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER CONTRACTORS OF OF
<br /> AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND VAR WALK VARIES WALK
<br /> VAR. TYPICAL PLANING DETAIL
<br /> SERVICE TO THE PROJECT. 4.5'-13.5' 61.0'-70.0 5.5-7.25'
<br /> 11) PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTORS q CONST.
<br /> RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE IN THE FIELD LIMITS OF VAR EXEP EXEP LIMITS OF
<br /> THEIR MAIN AND SERVICE LINES. THE CONTRACTOR SHALL NOTIFY THE CLEARING AND 24.0' 24.0' .5' CLEARING AND
<br /> MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS GRUBBING WIDENING
<br /> WIDENING GRUBBING
<br /> WIDENING
<br /> IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING THE TOLL-
<br /> FREE NUMBER 1-800-227-2600. 22'0 22'G
<br /> - REINFORCING FABRIC REINFORCING FABRIC -
<br /> 12) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ttII 3:1 iX-3% 0.17' OVERLAY 3;1
<br /> EXISTING IMPROVEMENTS FROM DAMAGE, THE COST OF REPLACING _ I MAX (VP)
<br /> EXISTING IMPROVEMENTS SHALL BE DONE AT CONTRACTOR'S EXPENSE. _ - - - - - - - - - - - - - - - - - - _ _ _
<br /> EXISTING EXISTING
<br /> 13) CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ANY GROUND r9CI
<br /> �}- 5_8• -5 5�{ GROUND NEW SIDEWALK
<br /> WORK DONE WITHIN CITY OF STOCKTON RIGHT-OF-WAY FROM THE CITY
<br /> RE g 8.0'A 0.0'�BIKE 7RgFFIC OLANE LEF70TURN LANOEJTRAFFIL LANE BIKE C RB & ROLL-TYPECURB AND GUTTERPUBLIC WORKS DEPARTMENT, AND NOTIFY THE CITY 48 HOURS IN ADVANCE EWALK PARKING LANE LANE SIDEWALK CURB & SIDEWALK
<br /> OF STARTING ANY WORK REQUIRED IN THE PLANS. MATCH LIP OF SIDEWALK WIDENING, TYP.
<br /> 14) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF 2.0' GUTTER
<br /> ALL STRIPING AND PAVEMENT MARKINGS NECESSARY TO TIE EXISTINGt EXISTING CURB & CUTTER TO 1:20 MAX. SLOPE
<br /> STRIPING INTO FUTURE STRIPING AS APPROVED BY THE COUNTY. TYPICAL SECTION REMAIN STA. 50+20.17 TO
<br /> STA. 48+75 TO STA. 53+97
<br /> STA. 51+79
<br /> F
<br /> 151 THE CONTRACTOR'S ATTENTION IS DIRECTED TO: � -'
<br /> SECTION 1540 (a) (1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE ^
<br /> 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE
<br /> OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO i DEEP LIFT AC
<br /> THE CALIFORNIA OCCUPATIONS SAFETY AND HEALTH ACT OF 1973 ASBECiN
<br /> AMENDED WHICH STATES: %Z r r99
<br /> (A) "PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO
<br /> DETERMINE WHETHER UNDERGROUND INSTALLATIONS; I.E., SEWER,
<br /> WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND IF 2" MIN OVERLAY, v
<br /> SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED, WHENRIGHT RIGHT \` "GRADE TO gRAtN ,yrs SAW CUT LINE
<br /> THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH
<br /> AN INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY OF OF -'r , 00 r /
<br /> CAREFUL PROBING OR HAND DIGGING; AND, WHEN IT IS UNCOVERED, WAYWAY
<br /> 8-0.0,
<br /> ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING BACK BACK
<br /> INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN OF OF
<br /> THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT WALK WALK EXISTING DITCH
<br /> LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION". 70.0'
<br /> REGRADE FL TO
<br /> - DRAIN ONTO AC
<br /> �'
<br /> STORM DRAIN NOTES: 45 EXFL CL, CONST. PRFL 5 SWALE >I 9�
<br /> 1) THE CONTRACTOR SHALL EXPOSE EXISTING STORM DRAINS, WHERE 34.0' 25.0' EXISTING EP
<br /> CONNECTION IS TO BE MADE, TO VERIFY EXISTING FLOW LINES AND LIMITS OF 0
<br /> LOCATIONS. CLEARING AND z0' Q' PG /
<br /> LIMITS OF 22.0' 22.0' GRUBBING �� "J O A r
<br /> CLEARING AND REINFORCING FABRIC REINFORCING FABRIC /
<br /> 2) CONTRACTOR TO BE RESPONSIBLE FOR ALL TESTING OF STORM GRUBBING
<br /> DRAIN FACILITIES. ALL TESTING SHALL BE AT CONTRACTOR'S EXPENSE .O' 0.17' OVERLAY 0
<br /> AND SHALL BE INCLUDED IN THE PRICE BID FOR STORM DRAIN INSTALLATION. �_- A«
<br /> 3) STORM DRAIN STUBS SHALL BE PLUGGED WITH A REMOVABLE PLUG EXISTING y
<br /> RECOMMENDED BY PIPE MANUFACTURER. GROUND T PLANING, SEE DET IL EXISTING
<br /> -// GROUND EXISTING CENTERLINE
<br /> 15.0' 0' 12.0 12.0 5.0 0 5.5' ROLL-TYPE
<br /> 4) CATCH BASINS SHALL BE TYPE 1, UNLESS OTHERWISE NOTED. CURB& GUTTER PARKING -III TRAFFIC LANE TRAFFIC LANE PARKING CURB & SIDEWALK
<br /> TO REMAIN BANE I �LANE� SIDEWALK /
<br /> 51 STORM DRAIN MANHOLES PER S. J. CO. STD. DWG. CW-S7
<br /> TYPICAL SECTION / 9 Essa,
<br /> STA. 53+97 TO STA. 59+67 / E p
<br /> �a NO. 53551
<br /> TRANSITION DETAIL C * Exp. 6/30/07
<br /> N.T.S. - s'q clv;�,
<br /> lF OF
<br /> CA
<br /> [M DATE: 04/22/04 TIME: 11:06 a.m. N0. BY DATE REVISIONS:
<br /> SERVER: MDS; SERV CE: DKWM �O " B " STREET IMPROVEMENTS SHEET NUMBER3
<br /> rJ
<br /> PATH: N:\mt0522\Gadd COUNTY O F
<br /> u DRAMNG NAME: SHT3.DWG OF SHEETS
<br /> DRANNPLOTTING YEW: °"" T°" `"u TYPICAL SECTIONS/CONSTRUCTION NOTES VERTICAL:SCALE =NONE
<br /> '-eoo-zWODAYS SAN JOAQUIN BEYOND ENGINEERING
<br /> DESIGNER: GS pROJ. MGR: GT AT LEAST PNO DAYS HORIZONTAL 1"--NONE
<br /> N
<br /> BEFORE YOU olc 302 CHERRY LANE, BWTE 201, MANTECA, CA. 95337
<br /> wCAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of theses sorvl� Auxr aE NORmmN rwFxXtnw 200.239.9080 TEL 209,239.4166 FAX WWW.NOLTE.COM JOB NUMBER
<br /> x plans. All changes to the plans must be in writing and mast be approved by the preparer of these plans. PREPARED FOR: COUNTY OF SAN JOAGUIN DATE SUBMITTED: 4-23-04 MT0522
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