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PROJECT (VOTES: <br />1. PROJECT DESIGN SURVEY WAS <br />COMPLETED IN NAD 83 AND NAVD 88. <br />2. THE CONTRACTOR IS RESPONSIBLE TO <br />PROTECT ROAD SURFACES TO THE <br />FULLEST EXTENT POSSIBLE. IF IT IS <br />DETERMINED BY THE COUNTY THAT THE <br />CONTRACTOR IS USING EXCESSIVE <br />EQUIPMENT OR NOT TAKING REASONABLE <br />MEASURES TO PROTECT THE ROADWAY <br />SURFACE, THE CONTRACTOR WILL BE <br />RESPONSIBLE FOR REPAVING OF THE <br />ROADWAY AND ALL ASSOCIATED COSTS. <br />3. THE CONTRACTOR SHALL BE SOLELY AND <br />COMPLETELY RESPONSIBLE FOR <br />CONDITIONS OF THE JOB SITE, INCLUDING <br />HEALTH AND SAFETY OF ALL PERSONS <br />(INCLUDING EMPLOYEES, <br />SUBCONTRACTORS, SERVICE PERSONNEL <br />AND SITE VISITORS) AND PROPERTY <br />DURING PERFORMANCE OF THE WORK. <br />4. CONTRACTOR IS RESPONSIBLE TO OBTAIN <br />PERMISSION FROM PROPERTY OWNERS <br />FOR STAGING AREA OUTSIDE THE <br />PERMISSION TO ENTER AND PERFORM( <br />WORK. <br />5. BENCHMARK <br />ID: BD 4" SJ CO BENCHMARK <br />N: 2155424.66 <br />E: 6401223.86 <br />EL: 93.35' <br />ID: MS RB 0.5" CONTROL POINT <br />N: 2155311.874 <br />E: 6401256.568 <br />EL: 92.96' <br />i rrsrun. <br />CENTERLINE <br />FLOWLINE <br />EDGE OF PAVEMENT (EP) <br />O;u - OVERHEAD (OH) <br />6. CONTRACTOR IS RESPONSIBLE FOR <br />PLACING TEMPORARY WATER DIVERSION <br />UPSTREAM AND DOWNSTREAM OF <br />EXISTING BRIDGE. <br />7. REFER TO LOG OF TEST BORING IN THE <br />SSP'S. UNFORESEEN CONDITION OF <br />MATERIAL ENCOUNTERED DURING <br />EXCAVATION FOR THE PLACEMENT OF <br />ROCK SLOPE PROTECTION SHALL BE <br />INCLUDED IN THE CONTRACT PRICE PAID <br />FOR ROCK SLOPE PROTECTION AND NO <br />ADDITIONAL COMPENSATION WILL BE <br />ALLOWED. <br />8. PRIOR TO COMMENCING ANY WORK, IT <br />WILL BE THE CONTRACTOR'S <br />RESPONSIBILITY TO HAVE EACH UTILITY <br />COMPANY LOCATE IN THE FIELD THEIR <br />MAIN SERVICE LINES AND LATERALS. THE <br />CONTRACTOR MUST NOTIFY MEMBERS OF <br />THE UNDERGROUND SERVICE ALERT <br />(U.S.A.) 48 HOURS IN ADVANCE OF <br />PERFORMING EXCAVATION WORK BY <br />CALLING THE TOLL FREE NUMBER <br />(1-800-227-2600). <br />- - LIMITS OF PERMISSION TO ENTER AND PERFORM <br />WORK <br />- LIMITS OF CLEARING AND GRUBBING <br />- - - - EXISTING RIGHT OF WAY <br />EXISTING RSP <br />,o PROPOSED RSP <br />Saoa o� EXISTING GABION MATTRESS <br />°o�� � PROPOSED GABION MATTRESS <br />rx <br />X = CROSS SECTION IDENTIFICATION <br />Y Z Y = SHEET ON WHICH CROSS SECTION IS TAKEN <br />Z = SHEET ON WHICH CROSS SECTION IS SHOWN <br />PROJECT ENGINEER <br />Brian Hammer <br />DRAWER <br />Brian Hammer <br />SCOUR DATA TABLE: <br />9. THE CONTRACTOR MUST FIELD VERIFY ALL <br />EXISTING HIGHWAY AND UTILITY <br />FACILITIES' LOCATIONS AND DEPTHS. IT <br />WILL BE THE CONTRACTOR'S SOLE <br />RESPONSIBILITY TO LOCATE AND PROTECT <br />ALL EXISTING HIGHWAYAND UTILITY <br />FACILITIES, SO THAT NO DAMAGE RESULTS <br />TO THEM DURING THE PERFORMANCE OF <br />THIS CONTRACT. THE CONTRACTOR WILL <br />BE REQUIRED TO COOPERATE WITH <br />OTHER CONTRACTORS AND UTILITY <br />COMPANIES INSTALLING NEW <br />STRUCTURES, UTILITIESAND SERVICE'S TO <br />THE PROJECT. PAYMENT FOR THIS WORK <br />WILL BE CONSIDERED TO BE INCLUDED IN <br />THE VARIOUS ITEMS OF WORK. <br />SUPPORT <br />LONG TERM (DEGRADATION & <br />CONTRACTION) SCOUR ELEVATION (FT) <br />SHORT TERM (LOCAL) <br />SCOUR DEPTH (FT) <br />SOUTH ABUT <br />88.5 <br />8.4 <br />NORTH ABUT <br />90.0 <br />5.3 <br />SOUTH PIER <br />75.5 <br />5.3 <br />NORTH PIER <br />74.9 <br />5.3 <br />AM <br />F915011 <br />78.0( <br />72.0( <br />70.0( <br />66.0( <br />2+ <br />MF BD 4" SJ CO BENCHMARK GOOD <br />N2155424.664 <br />E6401223.855 <br />ELEV 93.35 A <br />B <br />i 2 3 � � I <br />4 <br />(E) LEVEE 2 J 4 'D <br />ACCESS GATES 2 5 E <br />- 45' / 5 <br />(E) TOP -` <br />-_ OF SLOPE <br />(E) BOTTOM # - <br />OF SLOPE <br />\ 1 <br />(E) TOP �\ <br />OF SLOPE (E) <br />�V �F RO <br />q� <br />LIMITS OF PERMISSION J <br />TO ENTER <br />AND PERFORM WORK <br />(E) LEVEE <br />ACCESS GATES <br />R,EP14[FD C.,ABI0A1 M4 TTRC-S (MO. Z) <br />WI TM RSP wiTH FfI.T1-R F,46RT( <br />'ON i33HS <br />CONTRACTOR SHALL WORK WITH <br />CAUTION NOT TO DAMAGE THE EXITING <br />PIPE. ANY DAMAGE TO THE (E) PIPE -' <br />SHALL BE REPLACED BY THEJ) <br />CONTRACTOR'S OWN EXPENSE30 <br />•rct�ox� B <br />77' 2 ft, <br />Any Person <br />:By`r�tpe <br />LIMITS OF ing <br />12" 1 <br />(E)SID IPIPE, PERMISSION TO <br />12CMP ENTER AND <br />PERFORM WORK <br />SHEET 3 OF 8- <br />(E) EP <br />FBF <br />F <br />DATE CHECKED DATE <br />z VAN ALLEN ROAD BRIDGE NO. 29C-115 <br />/>8/>6 <br />Joe Domenichelli 2198116 SCOUR MITIGATION PROJECT <br />SHEET NO. SHEET NAME SCALE (Van Allen Road Bridge at South Littlejohns Creek) <br />?)-I PLAN AND PROFILE 1„=20, FEDERAL AID PROJECT NO. BPMP-5929 (226;) <br />SOUTH LITTLEJOHNS CREEK EL PROFILE <br />SCALE: HORIZONTAL 1 "=210' <br />VERTICAL 1" = 2' <br />G✓ 4 2 -it -j6 <br />Joseph W. Domenichelli <br />.:F=a COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC <br />WORKS BRIDGE DIVISION <br />1810 EAST HAZELTON AVENUE <br />' N STOCKTON, CALIFORNIA 95205 <br />PHONE: (209) 468 - 3000 <br />FAX: (209) 468 - 2999 <br />N <br />J�1 rNII rC' rL L I�RS50 C-01 PME <br />1 10 1 Investment Blvd. Suite 115 Ph: (916) 933-1997 <br />EI Dorado Hills, CA 95762 Fax: (916) 933-4778 <br />: I c FIN::s <br />�ht�uld Veri��' <br />be -S to Of Wn <br />SHEET NO. <br />2 of 8 <br />U <br />W <br />0 <br />z <br />0 <br />Q <br />U <br />0 <br />U <br />cn <br />Ln <br />U <br />m <br />N <br />0 <br />z <br />w <br />U <br />0 <br />M <br />0 <br />Q <br />0 <br />Of <br />z <br />w <br />J <br />J <br />Q <br />z <br />w <br />Q <br />z <br />U <br />W <br />D <br />0 <br />ry <br />r <br />( <br />) BRIDGE <br />'T �I II- <br />ECK <br />II II II II <br />�,q <br />N <br />_ <br />E) CHANNEL <br />PROFILE <br />- <br />- <br />- - - - <br />o <br />GRADE LOW FLOW <br />SEE <br />o <br />CROSSSECTION <br />SHEETS 4-6 <br />-'o;,, <br />m c� N <br />FOR GRADING EXTENTS <br />N <br />o��4 <br />o <br />NM �V <br />0� <br />ti6 <br />C6`� <br />+ "- <br />PROPOSED <br />wz <br />RSP <br />30.00 <br />2+50.00 <br />3+00.00 <br />3+50.00 <br />4+00.00 <br />4+50.00 <br />5+nn <br />nn S+*Iz <br />DATE CHECKED DATE <br />z VAN ALLEN ROAD BRIDGE NO. 29C-115 <br />/>8/>6 <br />Joe Domenichelli 2198116 SCOUR MITIGATION PROJECT <br />SHEET NO. SHEET NAME SCALE (Van Allen Road Bridge at South Littlejohns Creek) <br />?)-I PLAN AND PROFILE 1„=20, FEDERAL AID PROJECT NO. BPMP-5929 (226;) <br />SOUTH LITTLEJOHNS CREEK EL PROFILE <br />SCALE: HORIZONTAL 1 "=210' <br />VERTICAL 1" = 2' <br />G✓ 4 2 -it -j6 <br />Joseph W. Domenichelli <br />.:F=a COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC <br />WORKS BRIDGE DIVISION <br />1810 EAST HAZELTON AVENUE <br />' N STOCKTON, CALIFORNIA 95205 <br />PHONE: (209) 468 - 3000 <br />FAX: (209) 468 - 2999 <br />N <br />J�1 rNII rC' rL L I�RS50 C-01 PME <br />1 10 1 Investment Blvd. Suite 115 Ph: (916) 933-1997 <br />EI Dorado Hills, CA 95762 Fax: (916) 933-4778 <br />: I c FIN::s <br />�ht�uld Veri��' <br />be -S to Of Wn <br />SHEET NO. <br />2 of 8 <br />U <br />W <br />0 <br />z <br />0 <br />Q <br />U <br />0 <br />U <br />cn <br />Ln <br />U <br />m <br />N <br />0 <br />z <br />w <br />U <br />0 <br />M <br />0 <br />Q <br />0 <br />Of <br />z <br />w <br />J <br />J <br />Q <br />z <br />w <br />Q <br />z <br />U <br />W <br />D <br />0 <br />ry <br />r <br />