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PROJECT (VOTES: <br />1. PROJECT DESIGN SURVEY WAS COMPLETED IN <br />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 OUTSIDE THE PERMISSION TO <br />ENTER AND PERFORM WORK. <br />5. BENCHMARK INFO: <br />ID: BD 3.5" CO OF ENG CA2-71 <br />N: 2157965.59 <br />E: 6409424.91 <br />ELEV: 102.31 FT <br />ID: MS SM <br />N: 2157859.51 <br />E: 6409453.75 <br />ELEV: 102.34 FT <br />1 LEGEND: <br />I < <br />CENTERLINE <br />FLOWLINE <br />EDGE OF PAVEMENT (EP) <br />OH OVERHEAD (OH) <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 />EXISTING GABION MATTRESS <br />o PROPOSED GABION MATTRESS <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 />----CABLE--- BURIED VERIZON CABLES <br />PROJECT ENGINEER <br />Brian Hammer <br />DRAWER <br />Brian Hammer <br />6. CONTRACTOR IS RESPONSIBLE FOR PLACIING <br />TEMPORARY WATER DIVERSION UPSTREAM <br />AND DOWNSTREAM OF EXISTING BRIDGE. A <br />MAXIMUM 0.2 INCH (5 MILLIMETER) <br />DIAMETER MESH SCREEN WILL BE USED TO <br />COVER THE INTAKE PIPE ON ALL PUMPS USED <br />FOR DEWATERING THE WORK AREA WITHIN <br />THE COFFERDAMS. <br />7. THE EXISTING TREE IN THE NORTHEAST SIDE <br />OF THE BRIDGE SHALL REMAIN IN PLACE AND <br />PROTECTED. PLACE 3 FT. DIAMETER <br />ENVIRONMENTAL FENCING AROUND TREE. <br />FULL COMPENSATION FOR INSTALLING 31FT. <br />DIAMETER ENVIRONMENTAL SENSITIVE AREA <br />FENCING SHALL BE INCLUDED IN THE <br />VARIOUS ITEMS OF WORK. <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 SERVIICE <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 FACILITIIES' <br />LOCATIONS AND DEPTHS. IT WILL BE THE <br />CONTRACTOR'S SOLE RESPONSIBILITY T0, <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 />SCOUR DATA TABLE: <br />10. REFER TO LOG OF TEST BORING IN THE SSP'S. <br />UNFORESEEN CONDITION OF MATERIAL <br />ENCOUNTERED DURING EXCAVATION FOR <br />THE PLACEMENT OF ROCK SLOPE <br />PROTECTION SHALL BE INCLUDED IN THE <br />CONTRACT PRICE P41D FOR ROCK SLOPE <br />PROTECTION AND NO ADDITIONAL <br />COMPENSATION WILL BE ALLOWED. <br />11. THE CONTRACTOR SHALL ONLY BE ALLOWED <br />ACCESS ON THE EAST SIDE OF THE BRIDGE <br />FOR THE ENTIRE CONSTRUCTION WORK, IE. <br />CONSTRUCTION EQUIPMENT USED FOR <br />PLACING ROCK SLOPE PROTECTION, <br />INSTALLING A WATER DIVERSION FACILITY, <br />ETC. WILL BE ACCESSED ON THE EAST SIDE <br />AND GOING UNDERNEATH THE BRIDGE TO <br />ACCESS THE CHANNEL ON THE WEST SIDE. <br />THE CONTRACTOR WILL NOT BE ALLOWED <br />ACCESS ON THE WEST SIDE OF THE BRIDGE <br />FOR CONSTRUCTION ACCESS. <br />SUPPORT <br />LONG TERM (DEGRADATION & <br />CONTRACTION) SCOUR ELEVATION (FT) <br />SHORT TERM (LOCAL) <br />SCOUR DEPTH (FT) <br />SOUTH ABUT <br />95.5 <br />6.1 <br />NORTH ABUT <br />95.4 <br />8.0 <br />SOUTH PIER <br />81.5 <br />4.7 <br />NORTH PIER <br />81.6 <br />4.7 <br />DATE CHECKED DATE <br />STANLEY ROAD BRIDGE NO. 29C-112 <br />2/18/16 Joe Domenichelli 2118116 SCOUR MITIGATION PROJECT <br />SHEET NO. SHEET NAME SCALE (Stanley Road Bridge at Littlejohns Creek <br />PLAN &PROFILE 1»_20, FEDERAL AID PROJECT NO. BPMP-5929 (224)) <br />92.0 <br />78.0( <br />76.0( <br />34 <br />N: 2157891.25 <br />E: 6409380.7 <br />D <br />5 5 2 2 6 `` 92' <br />B 2 4 <br />�. <br />N A 2 4 I I CCESS ROAD 1 <br />2 3 I --�- I (E) RSP 1 <br />(F) SD PIPE, <br />Fn R/W 18" CMP <br />R/W m 1 � APPROXIMATE LOCATION OF <br />MF BD 3.5" CO OF ENG CA2-71 GOOD Cy EXISTING TREE TO REMAIN IN <br />N2157965.590 n <br />E6409424.910I ,� : PLACE AND PROTECTED. PLACE <br />ELEV 102.31 j ,, p - 3 FT. DIAMTER ENVIRONMENTAL 1 <br />\C 59 <br />ro�P(ooO-C) > SENSITIVE AREA FENCE 1 <br />N: 2157926.01 pp <br />V5 -o& <br />pp <br />E: 6409423.11 p °op°ppp4� `. AROUND TREE. <br />D <br />p°8p N: 2157937.33 < <br />° E: 6409465.89 <br />I <br />1 <br />C <br />LC �° CL OF LOW FLOW <br />CHANNEL <br />(E) SD PIPE, <br />(E) TOE OF <br />SLOPE <br />-jEj PL <br />(E) TOP OF --�� <br />SLOPE <br />� �`��� �•°� •e •rye e•°• A�S • - � � <br />�- 1 •` �•e!i a O•• ��• Cw-_., �G � � L <br />a a - <br />I <br />(E) EPI <br />I <br />I <br />(E) TOP OF <br />SLOPE <br />_..µ_... <br />CONCRETE <br />DRIVEWAY <br />Iz <br />ON 1l]]HS <br />CONTRACTOR SHALL WORK WITH <br />CAUTION NOT TO DAMAGE THE <br />EXISTING PIPE. ANY DAMAGE TO THE <br />EXISTING PIPE SHALL BE REPLACED <br />BY THE CONTRACTOR'S OWN <br />EXPENSE. <br />(E) TOP OF <br />SLOPE <br />N: 2157957.24 <br />E: 6409558.52 <br />(E) TOE OF <br />SLOPE <br />(E) TOP OF <br />SLOPE <br />ow <br />= ^ �, �+r► �W A'T EO ANO <br />�` � W ter►.. �..._ <br />JEW <br />LIMITS OF % qLftj4,LV <br />) W% M RSQ <br />PERMISSION TO \ <br />m ENTER AND PERFORM-L��'�� <br />N <br />C WORK <br />APPROXIMATE LOCATION OF VERIZON'S <br />BURIED CABLES. (TO BE ABANDONED <br />BY VERIZON ONLY AT THE CREEK <br />CROSSING). AERIAL INSERT WILL BE <br />INSTALLED BY VERIZON AT THE CREEK <br />CROSSING LOCATION ONLY. <br />i E ACCESS ROAD <br />THE CONTRACTOR SHALL NOT <br />ENCROACH ONTO THE CONCRETE <br />DRIVEWAY. ANY DAMAGE TO THE <br />I CONCRETE DRIVEWAY CAUSED BY THE <br />I CONTRACTOR MUST BE REPLACED IN <br />KIND AT THE CONTRACTORS EXPENSE. <br />iECORDID WIN( <br />wections B <br />oto Chang <br />ateAny Person LA ft This ng Should <br />N11111'w*wmation By inspecting The Ske OF Wnr <br />LITTLEJOHNS CREEK GL PROFILE <br />SCALE: HORIZONTAL 1 "=20, VERTICAL 1" = 2' <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC <br />WORKS BRIDGE DIVISION <br />1810 EAST HAZELTON AVENUE <br />2 22•- is STOCKTON, CALIFORNIA 95205 <br />D J'Mi-. 0Of-3rC� r- zL L Ir <br />In7 PHONE: (209) 468 - 3000 1 101 Investment Blvd. Suite 1 15 <br />Joseph W. Domenlchelll FAX: (209) 468 - 2999 EI Dorado Hills, CA 95762 <br />Ph: (916) 933-1997 <br />Fax: (916) 933-4778 <br />m <br />SHEET NO. <br />2 of 8 <br />U <br />W <br />0 <br />z <br />0 <br />Q <br />CD <br />o' <br />0 <br />U <br />U) <br />N <br />I <br />U <br />N <br />0 <br />Z <br />W <br />Q <br />E <br />M <br />0 <br />Q <br />0 <br />W <br />J <br />Z <br />Q <br />U) <br />I',*] <br />Q <br />z <br />U <br />W <br />0 <br />n <br />(E) BRIDGE <br />�F_.�._�� <br />II II II <br />II II II <br />DECK <br />II <br />II <br />I I I I <br />I I(E) BRIDGE <br />11 11 <br />II II II <br />1 I PILES <br />I <br />79.4' <br />II II II <br />II II II <br />/,f <br />II <br />II <br />-- 9.5' <br />j <br />79.7' <br />T <br />~_ <br />I`I j` I I` ,' I' '` <br />1 r f <br />17 <br />/ r <br />(E) CHANNEL <br />78.3' <br />O <br />O O <br />GRADE <br />LOW FLOW CHANNEL <br />N <br />'O <br />-PROFILE <br />0 0 <br />0 o <br />SE <br />SHEETS 4-6 FOR <br />, <br />GRADING <br />EXTENTS <br />o <br />0 0 0 <br />0 0 <br />PROPOSED <br />+� <br />+ RSP <br />M I� <br />00.00 <br />3+50.00 <br />4+00.00 <br />4+50.00 <br />5+00.00 <br />5+5n <br />00 5+7. <br />LITTLEJOHNS CREEK GL PROFILE <br />SCALE: HORIZONTAL 1 "=20, VERTICAL 1" = 2' <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC <br />WORKS BRIDGE DIVISION <br />1810 EAST HAZELTON AVENUE <br />2 22•- is STOCKTON, CALIFORNIA 95205 <br />D J'Mi-. 0Of-3rC� r- zL L Ir <br />In7 PHONE: (209) 468 - 3000 1 101 Investment Blvd. Suite 1 15 <br />Joseph W. Domenlchelll FAX: (209) 468 - 2999 EI Dorado Hills, CA 95762 <br />Ph: (916) 933-1997 <br />Fax: (916) 933-4778 <br />m <br />SHEET NO. <br />2 of 8 <br />U <br />W <br />0 <br />z <br />0 <br />Q <br />CD <br />o' <br />0 <br />U <br />U) <br />N <br />I <br />U <br />N <br />0 <br />Z <br />W <br />Q <br />E <br />M <br />0 <br />Q <br />0 <br />W <br />J <br />Z <br />Q <br />U) <br />I',*] <br />Q <br />z <br />U <br />W <br />0 <br />n <br />