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<br />BETHANY Pa, pROJEC SITP.uyar� 9 PAVEMENT CHANT
<br />d6 iddl Rd. -o t-- pnro.R
<br />51REET NAME
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<br />LAMMERSVILCE(SC
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<br />SOsten Rd.
<br />✓�N 15 STEN COURT
<br />r-INISHED 61RADE• GI-EVATION
<br />20$
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<br />13''
<br />✓�N 15 STEN COURT
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<br />IC ~4 E $ G. - - 0 IKrOh• n ��evuo,a.8lvd.
<br />0 - INSTALL STANDARD MON BOX 4 0 ,._•; _ nem 1- E RAC 1 .`�
<br />IN' • • • TREB5 TO REMAIN I--- h
<br />Schulte Rd,,, ..��\te Pp.v Sc ulte `
<br />1 VZ. �a• •. -ter s� (>(a• .:,2 o 33
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<br />IjypIGATES DRAPED SWALE Z-� FA -1 -
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<br />NOT TO 5GALE
<br />EXLST. WNPeKAROLIND INSTALL"TYPE N -YR W56" O LINL-GUT'AMP REMOYE O EXIST. O O
<br />OO O EXI-JTIN(r EDGE 0 TELEPHONE (ABLE R15ER 0 5AAN, REFER TO 5.3. 60• O EXI5TINd PA✓IWANT• 521 L O+ STRIPE 1131
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<br />+ t��Orl 1,44 OF PAVEMENT + - M 5TD PLAN NaA-11 POINT W/RS-1 TACK GOAT .p
<br />0 fKANSITION 1 N @ 0,12 GAL. /SQ.YC
<br />7O E RELOcA E +
<br />4 0+00I 10' 6UTTE601i,16RUc1 38 FEET OF VALLEY r, OA
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<br />T 255.00 e EA9T� T T 225.33
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<br />r i$ 94 (% 9B `� +50 ry0_ 9?¢ /EXIhT. P.P. 96R EXIgT I'.P.
<br />FX15T. UNDERGRO4ND \ EX19T- P.P. EXIhT. WNDL'ROIROWN[) EXIS?. OVERHEAD e ) • P - 6
<br />TELEPHONE CABLE RtsERS. TELEPHONE LABLE T PG!�E. LINES 'Ips / CC'.JJ/- 5-(R F. NANB SIGiN,
<br />INSTALL' Ngj/A THKO Re � D 5.7 O0. STD• � PXIST, 11NDERC„R04ND 10' TRANSITION
<br />GON6M6,T CaRADED ROADSIDE %A^L-E `1�/yI,1�CfT'61��,,�Ypa)yc�FE I% MAN NAA -IO TELEPHONE (ABLE
<br />POR CONTINUED ROADWAY RUNOFF _ -� '- - '• �' N T (� MON 0 If -4
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<br />FLOW EA$TORLY A5 EXIS'NN61. 5EE � � V 1 � /5T0 N0. A -e i
<br />SECTION 8-8. BUILDINCa
<br />�i 5ET-6AGK Z
<br />LIN -6 (TYPICAL)
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<br />AREA TO gE EXCAVATED
<br />A5 PER SECTION GG
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<br />- 105 -
<br />- 95 -
<br />PLAN - VON !!-�OSTEN ROAD
<br />56ALE- I"=40'
<br />Q) S o 0 0 0 °o+
<br />U) ON Ng
<br />GONroRM TO
<br />GXI5TIN 6 SWALE
<br />-105-
<br />-
<br />105-
<br />- 95 -
<br />PROFILE
<br />56ALE : HOR12.1" - 40'
<br />VERT. 1" = 4'
<br />S Iz - 13
<br />S
<br />r KIGNT-OF-OkY - - -- -
<br />CENTERLINE EXIST. x
<br />GROWN
<br />EX15T. PAMMF,.NT -6" 0 8"fie *WPP ROADSIDE 5y4ALE
<br />--- Zlo FOR 601-flNUEP ROADWAY RWNOFF
<br />FLOW l;ASTEKW A5 RiX151114A.
<br />UNE -GUT AND REMOVE EXI7T, i
<br />PAYINrr. SEAL 701NT W/F,6-1
<br />TACK GOAT @ O.IZ GAL, PER 50 -YD
<br />21/2 A�G�13"qg _�
<br />3"A6/17VA6 APPLY 50IL5TeRlL-ANT(TYR)4
<br />RE-60MPACTED 5UB-BASE.
<br />5F_6TI ON- E513 (TYP. )
<br />VON 5O5T �N ROl�D
<br />GENERAL NOTES:
<br />1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL PERMITS
<br />2. SEE PARCEL MAPS OF THIS SUBDIVISION FOR ADDITIONAL LAY OUT
<br />DIMENSIONS..
<br />3. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN
<br />OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN
<br />ACCORDANCE WITH THE CURRENT ISSUE OF "MANUAL OF TRAFFIC CONTROLS,
<br />WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN PERFORMANCE OF WORK
<br />UPON HIGHWAYS" PUBLISHED BY THE STATE OF CALIFORNIA BUSINESS AND
<br />TRANSPORTATION AGENCY.
<br />4. CONTRACTOR SHALL PROVIDE DUST CONTROL AT ALL TIMES DURING
<br />CONSTRUCTION AS PER SECTION 10 OF THE STANDARD SPECIFICATIONS OF
<br />THE STATE OF CALIFORNIA.
<br />5. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE SPECIFICATIONS,
<br />STANDARDS AND ORDINANCES OF SAN JOAQUIN COUNTY. STANDARD
<br />SPECIFICATIONS AND DETAILS ARE AVAILABLE AT THE SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS.
<br />6. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN
<br />GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT
<br />ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT MATERIALS AND
<br />WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED.
<br />7. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING
<br />CONDITIONS PRIOR TO SUBMITTING A BID.
<br />S. THE EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM AVAILABLE
<br />RECORDS. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO
<br />PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION
<br />UNTIL ALL UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN
<br />THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. IT IS THE
<br />CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING
<br />UTILITIES.
<br />9. THE SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFIED BY THE
<br />CONTRACTOR AT LEAST 48 HOURS IN ADVANCE OF ANY
<br />CONSTRUCTION. O
<br />10. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE
<br />WITHOUT THE WRITTEN AUTHORIZATION FROM SCHACK & QUARTAROLI AND SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />11.CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
<br />PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUALLY AND NOT BE
<br />LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
<br />DEFEND, INDEMNIFY AND HOLD THE OWNER, ENGINEER OR SURVEYOR HARMLESS
<br />FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
<br />PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
<br />ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ENGINEER OR THE
<br />SURVEYOR.
<br />12. BENCH MARK: TOP OF SOUTHEAST CORNER OF WESTSIDE IRRIGATION DISTRICT
<br />CONCRETE BOX AT THE NORTHEAST CORNER OF VON SOSTEN ROAD AND HANSEN
<br />ROAD ELEV. = 76.28 U.S.G.S. DATUM.
<br />13. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING
<br />IMPROVEMENTS FROM DAMAGE.
<br />14. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER
<br />CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES,
<br />UTILITIES AND SERVICES TO THE DEVELOPMENT, AND ANY DELAY CAUSED BY
<br />SUCH INSTALLATION SHALL NOT BE CONSIDERED AS RIGHT-OF-WAY DELAY.
<br />15. THE OFFICE OF SCHACK & QUARTAROLI, MANTECA (239-4908) SHALL BE
<br />NOTIFIED 72 HOURS PRIOR TO THE REQUIREMENT OF CONSTRUCTION CONTROL
<br />STAKES.
<br />16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL
<br />SURVEY.AND._CONSTRUCTION STAKES.
<br />own SET E RCA SUBMITTED )Y
<br />ADDITIONAL NOTINS
<br />QapVES.Sjo .CMACK & QUARTARO
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<br />OF 6AO"O DAN R. SCHACK R.C.E. 32188 DATE
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