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PROJECT NOTES: <br />1. PROJECT DESIGN SURVEY WAS COMPLETED <br />IN NAD 83 AND NAVD 88. <br />2. THE CONTRACTOR IS RESPONSIBLE TO <br />PROTECT ROAD SURFACES TO THE FULLEST <br />EXTENT POSSIBLE. IF IT IS DETERMINED BY <br />THE COUNTY THAT THE CONTRACTOR IS <br />USING EXCESSIVE EQUIPMENT OR NOT <br />TAKING REASONABLE MEASURES TO <br />PROTECT THE ROADWAY SURFACE, THE <br />CONTRACTOR WILL BE RESPONSIBLE FOR <br />REPAVING OF THE ROADWAY AND ALL <br />ASSOCIATED COSTS. <br />3. THE CONTRACTOR SHALL BE SOLELY AND <br />COMPLETELY RESPONSIBLE FOR CONDITIONS <br />OF THE JOB SITE, INCLUDING HEALTH AND <br />SAFETY OF ,ALL PERSONS (INCLUDING <br />EMPLOYEES, SUBCONTRACTORS, SERVICE <br />PERSONNEL AND SITE VISITORS) AND <br />PROPERTY DURING PERFORMANCE OF THE <br />WORK. <br />4. CONTRACTOR IS RESPONSIBLE TO OBTAIN <br />PERMISSION FROM PROPERTY OWNERS FOR <br />STAGING AREA OUTSIDETHE PERMISSION TO <br />ENTER AND PERFORM WORK. <br />5. BENCHMARK INFORMATION <br />D: BD 2.5" SJ CO 0-28.6 <br />N: 2145843.959 <br />E: 6364353.176 <br />ELEV: 46.26' <br />ID: MK PK <br />N: 2145903.822 <br />E: 6364349.714 <br />ELEV: 45.33' <br />1 Er -C \IM <br />6. CONTRACTOR IS RESPONSIBLE FOR PLACING <br />TEMPORARY WATER DIVERSION UPSTREAM <br />AND DOWNSTREAM OF EXISTING BRIDGE <br />7. UNFORESEEN CONDITION OR MATERIAL <br />ENCOUNTERED DURING EXCAVATION FOR <br />THE PLACEMENT OF ROCK SLOPE <br />PROTECTION SHALL BE INCLUDED IN THE <br />CONTRACT PRICE PAID FOR ROCK SLOPE <br />PROTECTION AND NO ADDITIONAL <br />COMPENSATION WILL BE ALLOWED. <br />8. PRIOR TO COMMENCING ANY WORK, IT WILL <br />BE THE CONTRACTOR'S RESPONSIBILITY TO <br />HAVE EACH UTILITY COMPANY LOCATE IN <br />THE FIELD THEIR MAIN SERVICE LINES AND <br />LATERALS. THE CONTRACTOR MUST NOTIFY <br />MEMBERS OF THE UNDERGROUND SERVICE <br />ALERT (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 />9. THE CONTRACTOR MUST FIELD VERIFY ALL <br />EXISTING HIGHWAY AND UTILITY FACI LITIES' <br />LOCATIONS AND DEPTHS. IT WILL BE THE <br />CONTRACTOR'S SOLE RESPONSIBILITY TO <br />LOCATE AND PROTECT ALL EXISTING <br />HIGHWAY AND UTILITY FACILITIES, SO THAT <br />NO DAMAGE RESULTS TO THEM DURING THE <br />PERFORMANCE OF THIS CONTRACT. THE <br />CONTRACTOR WILL BE REQUIRED TO <br />COOPERATE WITH OTHER CONTRACTORS <br />AND UTILITY COMPANIES INSTALLING NEW <br />STRUCTURES, UTILITIES AND SERVICES TO <br />THE PROJECT. PAYMENT FOR THIS WORK <br />WILL BE CONSIDERED TO BE INCLUDED IN <br />THE VARIOUS ITEMS OF WORK. <br />CENTERLINE <br />< FLOWLINE <br />- EDGE OF PAVEMENT (EP) <br />OH -.. -- OVERHEAD (OH) <br />- - - - - LIMITS OF PERMISSION TO ENTER AND PERFORM WORK <br />- - - - - LIMITS OF CLEARING AND GRUBBING <br />- - - - EXISTING RIGHT OF WAY <br />EXISTING FENCE <br />V� <br />EXISTING RSP <br />m PROPOSED RSP <br />°7? EXISTING GABION MATTRESS <br />� _ .a j <br />oo PROPOSED GABION MATTRESS <br />�. <br />X 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 />SCOUR DATA TABLE: <br />10. THE CONTRACTOR MAY ONLY ACCESS ON R/W <br />THE EAST SIDE OF THE BRIDGE FOR THE <br />ENTIRE CONSTRUCTION WORK, IE. I ��(E)� D PIPE, <br />CONSTRUCTION EQUIPMENT USED FOR 24 9MP <br />PLACING ROCK SLOPE PROTECTION, <br />INSTALLING A WATER DIVERSION FACILITY,A B_ C E <br />]-'5 <br />ETC. WILL BE ACCESSED ON THE EAST SIDE LIMIT OF PERMISSION {E) POLE 2 - 2 4 2 5_2 <br />AND GOING UNDERNEATH THE BRIDGE TO TO ENTER AND z <br />ACCESS THE CHANNEL ON THE WEST SIDE. IF PERFORM WORK I <br />CONSTRUCTION ACCESS IS NEEDED ON THE I OD <br />WEST SIDE OF THE BRIDGE, ACCESS WILL (E) LOW VOLTAGE o <br />ONLY BE ALLOWED ON THE NORTHWEST ELECTRICAL BOX <br />SIDE OF THE CHANNEL. THE CONTRACTOR <br />SHALL REMOVE AND REPLACE FENCE AND (E) METAL CONDUIT <br />RESTORE ORIGINAL SITE CONDITION IN KIND AND SENSOR NOT TO <br />AS NEEDED FOR ACCESS ON THE NORTHWEST BE DAMAGED MBD 2.5" sj co o'g. <br />SIDE. FULL COMPENSATION FOR REMOVE N 14584.j.a5 <br />AND REPLACE FENCE IN KIND AS NEEDED / E 36435..17 <br />I ELEV E.2 <br />SHALL BE INCLUDED IN THE VARIOUS ITEMS <br />OF WORK. <br />(E) PIL <br />(E) SPRINKLER �� a <br />SYSTEM NOT TO <br />BE DAMAGED cme) <br />REMOVE AND <br />` REPLACE FENCE IN <br />KIND AS NEEDED - <br />/ <br />/ L <br />L / <br />TOP OF o i <br />SLOPE X <br />SUPPORT <br />LONG TERM (DEGRADATION & <br />CONTRACTION) SCOUR ELEVATION (FT) <br />SHORT TERM (LOCAL) <br />SCOUR DEPTH (FT) <br />SOUTH ABUT <br />33.5 <br />9.8 <br />NORTH ABUT <br />33.7 <br />11.4 <br />CENTER PIER <br />32.5 <br />4.2 <br />PROJECT ENGINEER DATE CHECKED DATE <br />Brian Hammer 2/18/16 Joe Domenichelli 2/18/16 <br />DRAWER SHEET NO. SHEET NAME SCALE <br />Brian Hammer PLAN AND PROFILE 1"=20' <br />RECORD DRAWINC <br />Corrections By' Z4 1W _� "� ' <br />No Changes By <br />Date l z -r- l 6 <br />Any Person Using This Drawing Should Verif• <br />All Information By Inspecting The Site Of Y' <br />AUSTIN ROAD BRIDGE NO. 29C-259 ��DOMc�x, <br />SCOUR MITIGATION PROJECT <br />(Austin Road Bridge at South Littlejohns Creek) *� N0. C38068 ; * <br />FEDERAL AID PROJECT NO. BPMP-5929 (223) ,, cw -�,���� <br />42.0( <br />34.0( <br />32.0( <br />30.0( <br />28.0( <br />3+ <br />ON 133HS <br />CONTRACTOR SHALL WORK WITH CAUTION <br />R/W NOT TO DAMAGE THE EXISTING PIPES. ANY <br />DAMAGE TO THE EXISTING PIPE SHALL BE <br />REPLACED BY THE CONTRACTOR'S OWN <br />F EXPENSE <br />6 <br />CONTRACTOR SHALL WORK WITH CAUTION NOT <br />II TO DAMAGE THE EXISTING CONDIUIT AND <br />WIRING TO THE ELECTRICAL BOX. ANY DAMAGE <br />TO THE CONDUIT AND WIRING SHALL BE <br />REPLACED AT THE CONTRACTOR'S EXPENSE. <br />i <br />I I' (E) SD PIPE, <br />631 12" CMP <br />• � N <br />I I PROTECT (E) j LEVEE ACCESS <br />GATES IN-PLACE <br />/-- TOP OF SLOPE <br />(E) SD PIPE, <br />24" C M P <br />I - - <br />_.__-- 5+51 <br />5+0�� < <br />00 <br />FOR -ENLARGED <br />PLAN, SEE <br />SHEET 3 OF 9 <br />TOE OF SLOPE <br />h <br />LEVEE ACCESS TOP OF SLOPE <br />- PROTECT (E) t <br />GATES IN-PLACEi -- ___.___..-___._-.---- <br />(E) EPI <br />q_OF LOW I <br />I- 1-cA_ FLOW - - - <br />CHANNEL <br />,EXIS__ING AC 60' <br />_ LIMITS OF PERMISSION <br />� EWA E/DIKE T <br />O <br />TOE OF <br />SLOPE <br />TOP OF / <br />SLOPE <br />(E) PL <br />i <br />( REM IN IN PLACE. <br />I <br />i CONTRACTOR SHALL NOT ACCESS THE CHANNEL <br />AT THE S UTHWEST SIDE OF THE, BRIDGE a6pGEA I` B `C42 5 2 <br />2 2 4 I I <br />6' <br />TO ENTER AND <br />PERFORM WORK <br />SOUTH LITTLEJOHNS CREEK GL PROFILE <br />SCALE: HORIZONTAL 1 "=20', VERTICAL 1" = 2' <br />Joseph W. Domenichelli <br />. i <br />,i, COUNTY OF SAN JOAQUIN <br />5 �� f. DOMrENIrCHrELL� <br />DEPARTMENT OF PUBLIC <br />WORKS BRIDGE DIVISION <br />1810 EAST HAZELTON AVENUE <br />STOCKTON, CALIFORNIA 95205 <br />PHONE: (209) 468 - 3000 <br />FAX: (209) 468 - 2999 <br />&..� � S,S�OC�Ir� � 1��E11 <br />1101 Investment Blvd. Suite 115 Ph: (916) 933-1997 <br />EI Dorado Hills, CA 95762 Fax: (916) 933-4778 <br />?13Md JG <br />SHEET NO. <br />2 of 9 <br />U <br />w <br />0 <br />a - <br />z <br />O <br />a <br />CD <br />Of <br />D <br />0 <br />U <br />V) <br />Ln <br />N <br />1 <br />U <br />C) <br />N <br />O <br />z <br />w <br />0 <br />0 <br />M <br />0 <br />Q <br />O <br />z <br />Q <br />Q <br />Z <br />U <br />W <br />D <br />0 <br />ry <br />n <br />(E) ISKivaM <br />CURLS <br />., (E) BRIDGE <br />I DECK <br />I <br />I <br />I `I <br />it <br />I <br />j PROPOSED CALTR <br />NS LIGHT RSP <br />(E) CHANNEL PROFILE <br />�I <br />C"7 C'7 <br />o <br />PROPOSED CONCRETE <br />- <br />110p <br />0 0 <br />co-_ _ <br />BAFFLE <br />o 0 0 0 CD- <br />o co C'jM <br />GRADE <br />LOW FLOW CHANNEL <br />ELEV: . ' <br />PROPOSED <br />CONCRETE SLAB <br />3i S' <br />SEE <br />SHEETS 4-6 FOR <br />SEE <br />DETAILS 2-6, SHEET 7 N <br />o <br />GRADING <br />EXTENTS <br />N <br />o 0 0 o CXR I- <br />OM <br />04 <br />N� <br />(h <br />ctN <br />�N �N <br />�N <br />20.00 <br />3+50.00 <br />4+00.00 <br />4+50.00 <br />5+00.00 <br />SOUTH LITTLEJOHNS CREEK GL PROFILE <br />SCALE: HORIZONTAL 1 "=20', VERTICAL 1" = 2' <br />Joseph W. Domenichelli <br />. i <br />,i, COUNTY OF SAN JOAQUIN <br />5 �� f. DOMrENIrCHrELL� <br />DEPARTMENT OF PUBLIC <br />WORKS BRIDGE DIVISION <br />1810 EAST HAZELTON AVENUE <br />STOCKTON, CALIFORNIA 95205 <br />PHONE: (209) 468 - 3000 <br />FAX: (209) 468 - 2999 <br />&..� � S,S�OC�Ir� � 1��E11 <br />1101 Investment Blvd. Suite 115 Ph: (916) 933-1997 <br />EI Dorado Hills, CA 95762 Fax: (916) 933-4778 <br />?13Md JG <br />SHEET NO. <br />2 of 9 <br />U <br />w <br />0 <br />a - <br />z <br />O <br />a <br />CD <br />Of <br />D <br />0 <br />U <br />V) <br />Ln <br />N <br />1 <br />U <br />C) <br />N <br />O <br />z <br />w <br />0 <br />0 <br />M <br />0 <br />Q <br />O <br />z <br />Q <br />Q <br />Z <br />U <br />W <br />D <br />0 <br />ry <br />n <br />