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PROJECT NOTES: <br />1. PROJECT DESIGN SURVEY WAS COMPLETED IN NAD 83 AND NAVD 88. <br />2. THE CONTRACTOR IS RESPONSIBLE TO PROTECT ROAD SURFACES TO THE <br />FULLEST EXTENT POSSIBLE. IF IT IS DETERMINED BY THE COUNTY THAT THE <br />CONTRACTOR IS USING EXCESSIVE EQUIPMENT OR NOT TAKING REASONABLE <br />MEASURES TO PROTECT THE ROADWAY SURFACE, THE CONTRACTOR WILL BE <br />RESPONSIBLE FOR REPAVING OF THE ROADWAY AND ALL COSTS ASSOCIATED <br />WITH REPAVING OF THE ROADWAY. THE CONTRACTOR IS RESPONSIBLE FOR <br />DEMONSTRATING COMPETENCY IN PROTECTING THE ROADWAY. <br />3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR <br />CONDITIONS OF THE JOB SITE, INCLUDING HEALTH AND SAFETY OF ALL PERSONS <br />(INCLUDING EMPLOYEES, SUBCONTRACTORS, SERVICE PERSONNEL AND SITE <br />VISITORS) AND PROPERTY DURING PERFORMANCE OF THE WORK. <br />4. CONTRACTOR IS RESPONSIBLE TO OBTAIN PERMISSION FROM PROPERTY <br />OWNERS FOR STAGING AREA OUTSIDE THE COUNTY RIGHT-OF-WAY OR <br />PERMISSION TO ENTER AND PERFORM WORK. <br />5. PRIOR TO BEGINNING ANY EXCAVATION WORK, THE CONTRACTOR SHALL <br />POTHOLE LEVEL 3 CABLE TO VERIFY LOCATION AND DEPTH AT THREE LOCATIONS <br />SHOWN ON THE PLAN. LEVEL 3 TELECOMMUNICATION CONDUIT SHALL BE <br />PROTECTED IN PLACE DURING CONSTRUCTION. DURING CONSTRUCTION, LEVEL <br />3 WILL REQUIRE STANDBY FOR ANY WORK WITHIN 5', INCLUDING POTHOLING. <br />6. LEVEL 3 CONTACTS: <br />A. BRANDON STOUT .................. (916) 591-8050 <br />B. BEN SIEMENS ......................... (510) 427-7124 <br />C. ROB HADLEY .......................... (925) 953-7081 (OFFICE) <br />(925) 383-6326 (CELL) <br />7. BENCHMARK INFORMATION <br />ID: BD 3" USGS 1934 DAVIS GOOD ATOP 10"x10" CONCRETE <br />N: 2147305.759 <br />E: 6385547.330 <br />ELEV: 68.60' <br />ID: MF BD 2.5" <br />N: 2149020.604 <br />E: 6383282.003 <br />ELEV: 73.45' <br />SCOUR DATA TABLE: <br />SUPPORT <br />LONG TERM <br />(DEGRADATION & CONTRACTION) <br />SCOUR ELEVATION (FT) <br />SHORT TERM <br />(LOCAL) <br />SCOUR DEPTH (FT) <br />SW ABUTMENT <br />67.3 <br />8.1 <br />NW ABUTMENT <br />67.2 <br />9.1 <br />SW PIER <br />54.1 <br />5.1 <br />NW PIER <br />53.6 <br />5.1 <br />i r,#­rmr%_ <br />CENTERLINE <br />< FLOWLINE <br />EDGE OF PAVEMENT (EP) <br />OVERHEAD (OH) <br />- - - - EXISTING PROPERTY LINE (P/L) <br />- - - - _ PERMISSION TO ENTER AND PERFORM WORK <br />- - - - - - LIMIT OF CLEARING AND GRUBBING <br />X INSTALL TEMPORARY ENVIRONMENTALLY <br />SENSITIVE (ESA) FENCING <br />EXISTING RSP <br />PROJECT ENGINEER DATE <br />JOE DOMENICHELLI 12/8/16 <br />DRAWN BY DATE <br />DAVID COOPER 1218116 <br />8. CONTRACTOR SHALL WORK WITH CAUTION NOT TO DAMAGE EXISTING <br />DRAINAGE PIPES. ANY DAMAGE TO THE EXITING PIPES SHALL BE REPLACED BY <br />THE CONTRACTOR'S OWN EXPENSE <br />9. CONTRACTOR IS RESPONSIBLE FOR PLACING TEMPORARY WATER DIVERSION <br />UPSTREAM AND DOWNSTREAM OF EXISTING BRIDGE. <br />10. UNFORESEEN CONDITION OR MATERIAL ENCOUNTERED DURING EXCAVATION <br />FOR THE PLACEMENT OF ROCK SLOPE PROTECTION SHALL BE INCLUDED IN THE <br />CONTRACT PRICE PAID FOR ROCK SLOPE PROTECTION AND NO ADDITIONAL <br />COMPENSATION WILL BE ALLOWED. <br />11. PRIOR TO COMMENCING ANY WORK, IT WILL BE THE CONTRACTOR'S <br />RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE IN THE FIELD THEIR <br />MAIN SERVICE LINES AND LATERALS. THE CONTRACTOR MUST NOTIFY <br />MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS IN <br />ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING THE TOLL FREE <br />NUMBER (1-800-227-2600). <br />12. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING HIGHWAY AND UTILITY <br />FACILITIES' LOCATIONS AND DEPTHS. IT WILL BE THE CONTRACTOR'S SOLE <br />RESPONSIBILITY TO LOCATE AND PROTECT ALL EXISTING HIGHWAY AND UTILITY <br />FACILITIES, SO THAT NO DAMAGE RESULTS TO THEM DURING THE <br />PERFORMANCE OF THIS CONTRACT. THE CONTRACTOR WILL BE REQUIRED TO <br />COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING <br />NEW STRUCTURES, UTILITIES AND SERVICES TO THE PROJECT. PAYMENT FOR <br />THIS WORK WILL BE CONSIDERED TO BE INCLUDED IN THE VARIOUS ITEMS OF <br />WORK. <br />13. THE CONTRACTOR SHALL SUBMIT CONSTRUCTION AREA TRAFFIC CONTROL <br />PLANS FOR APPROVAL BY THE ENGINEER 2 WEEKS BEFORE THE <br />COMMENCEMENT OF ANY WORK. <br />I IIImiIII III- <br />il1rL-11 llilll <br />PROPOSED FILL <br />o <br />PROPOSED RSP <br />'ON <br />EXISTING GABION MATTRESS <br />2J3M`d JG <br />PROPOSED GABION MATTRESS <br />X <br />X =CROSS SECTION IDENTIFICATION <br />Y = SHEET ON WHICH CROSS SECTION IS TAKEN <br />Z <br />Y <br />Z = SHEET ON WHICH CROSS SECTION IS SHOWN <br />EXISTING LEVEL 3 TELECOMMUNICATION <br />FIBER OPTIC CABLES <br />R/W OF SLOPE <br />APPROXIMATE POTHOLE LOCATIONS TO BE <br />DETERMINED BY THE ENGINEER <br />CHECKED BY DATE <br />BRIAN HAMMER 12/8/16 MARIPOSA ROAD BRIDGE NO. 29C-176 <br />SCOUR MITIGATION PROJECT <br />SHEET NAME SCALE (Mariposa Road Bridge at South Littlejohns Creek) <br />PLAN & PROFILE 1'1=20' FEDERAL AID PROJECT NO. BPMPL-5929 (227) <br />72. <br />i 11 <br />.: i <br />54. <br />52.0 <br />Ir c <br />COLUM <br />(E) TOP 401 <br />OF SLOPE <br />(E) SD PIPE, -� <br />14" ACP <br />(E) CONCRETE <br />55' <br />W <br />CV <br />N <br />9 <br />10 z <br />0 by"1111 <br />'ON <br />133HS <br />2J3M`d JG <br />% <br />' 63' <br />E F G <br />2 6 2 6 <br />2 5 2 5 1 <br />I 1 <br />y <br />-APPROXIMATE <br />POTHOLE LOCATIONS <br />r. <br />(TYP) <br />_ L <br />__ <br />(E) P/7`�� <br />(E) RSP <br />22 (E) TOE <br />OF SLOPE <br />(E) TOP <br />OF SLOPE <br />- PERMISSION TO <br />ENTER AND <br />PERFORM WORK <br />PROPOSED FILL. <br />SEE SECTION A -A <br />ON SHEET 3 OF 8. <br />50.00-4- <br />2+56.00 3+06.00 3+56.00 4+00.00 4+50.00 <br />SOUTH LITTLEJOHN'S CREEK cL PROFILE <br />SCALE: HORIZONTAL 1"=20' <br />VERTICAL 1" = 2' <br />`-PROPOSED <br />o RSP <br />LO <br />5+06.00 <br />5+50.00 5+66.22 <br />COUNTY OF SAN JOAQU IN DO��- 101 N ICS- �-IL L It' &, <br />DEPARTMENT OF PUBLIC <br />�� VSJ©C�I� ��� IES � <br />a WORKS BRIDGE DIVISION-��--�--� -) --��� <br />4&4 is <br />Project Manager, J.W. Domenichelli <br />1810 EAST HAZELTON AVENUE <br />STOCKTON, CALIFORNIA 95205 <br />PHONE: (209) 468 - 3000 1 101 Investment oivd., Suite 11b Ph: (91 6) 933-1997 <br />FAX: (209) 468 - 2999 EI Do ado Hills, CA 95762 Fax: (91 6) 933-4778 <br />SHEET NO. <br />2 of 8 <br />t <br />CA <br />v <br />.o <br />U <br />Lu <br />0 <br />% <br />(E) TOP <br />R/W OF SLOPE <br />rn <br />m <br />rr <br />(E) SD PIPE <br />10" CIS : <br />_ L <br />__ <br />(E) P/7`�� <br />(E) RSP <br />22 (E) TOE <br />OF SLOPE <br />(E) TOP <br />OF SLOPE <br />- PERMISSION TO <br />ENTER AND <br />PERFORM WORK <br />PROPOSED FILL. <br />SEE SECTION A -A <br />ON SHEET 3 OF 8. <br />50.00-4- <br />2+56.00 3+06.00 3+56.00 4+00.00 4+50.00 <br />SOUTH LITTLEJOHN'S CREEK cL PROFILE <br />SCALE: HORIZONTAL 1"=20' <br />VERTICAL 1" = 2' <br />`-PROPOSED <br />o RSP <br />LO <br />5+06.00 <br />5+50.00 5+66.22 <br />COUNTY OF SAN JOAQU IN DO��- 101 N ICS- �-IL L It' &, <br />DEPARTMENT OF PUBLIC <br />�� VSJ©C�I� ��� IES � <br />a WORKS BRIDGE DIVISION-��--�--� -) --��� <br />4&4 is <br />Project Manager, J.W. Domenichelli <br />1810 EAST HAZELTON AVENUE <br />STOCKTON, CALIFORNIA 95205 <br />PHONE: (209) 468 - 3000 1 101 Investment oivd., Suite 11b Ph: (91 6) 933-1997 <br />FAX: (209) 468 - 2999 EI Do ado Hills, CA 95762 Fax: (91 6) 933-4778 <br />SHEET NO. <br />2 of 8 <br />t <br />CA <br />v <br />.o <br />U <br />Lu <br />0 <br />