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Home My WebLink About2414-2INSTALL A NEOPRENE STRIP ON TOP OF THE EXISTING CONCRETE CHANNEL (BOTH SIDES) ASPHALT APPROACH N nj 2 — #5 TOP & BOTT. LONGITUDINAL SECTION ARMCO "W" RAIL W/ 3/4" THRU BOLT TS4x4x1 /4 W/ 1/4!t CLOSER PLATES TOP & BOTT. P 1/2"x10"00" W/4 -3/4O x6" W.S. TRANSVERSE SECTION 10" CONCRETE SLAB TOP #4 REBARS 0 4" O.C. BOTTOM #5 REBARS 0 4" O.C. ARMCO "IN' RAIL ATTACH TO TS4x4x 1 /4" POST W/ 3/4" THRU BOLT ►— ElII . � I—III —II . ' III=111 EXISTING CONC. CHANNEL 1/2` _ 1'-0* 2 I PLAN ADD 6 BARS TOP do BOTTOM FOR EDGE STEEL / OVER 54" FROM EACH END #4 REBARS @ 4" O.C. TOP MAT SLOPE FOR DRAINAGE —VERITY WITH CIVIL PLAN / ADD 6 BARS TOP do BOTTOM FOR EDGE STEEL OVER 54" FROM EACH END 10" #4 REBAR 0 12" O.C. TOP & BOTT. #5 REBAR 0 4" O.C. BOTTOM MAT architecture structural engineering civil engineering �� 04) 777-3765 (N) M -9M Fix A division of Howard ParsOl Structural Engineer, Inc. 1/2" _ 10-00 PLANS PREPARED UNDER THE DIRECTION OF: 3 R.C.E. NO. DATE TAY REGISTRATION EXPIRES GENERAL THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, DETAILS AND WORK CONDITIONS AT THE SITE, ACQUAINT HIMSELF WITH ALL EXISTING SITE CONDITIONS. ALL DISCREPANCIES, OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF WORKING DRAWINGS, SPECIFICATIONS AND SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. ALL WORK SHALL COMPLY W'fTH THE UNIFORM BUILDING CODE AND ALL OTHER LOCAL CODES AND ORDINANCES INCLUDING 0. S. H.A. STANDARDS. ANY INSPECTION, SPECIAL OR CONTINUOUS, AS REQUIRED BY GOVERNING AGENCIES OR THESE DOCUMENTS SHALL BE PERFORMED BY A REGISTERED DEPUTY INSPECTOR CURRENTLY LICENSED BY THE GOVERNING AGENCY AND APPROVED BY OSA. THE INSPECTOR SHALL BE EMPLOYED BY THE OWNER TO CONTINUOUSLY INSPECT THE SPECIFIED WORK. OBSERVATION VISITS TO THE SITE BY THE ENGINEER'S FIELD REPRESENTATIVE SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. DURING AND AFTER CONSTRUCTION, BUILDER AND/OR OWNER SHALL KEEP LOADS ON STRUCTURE WITHIN THE LIMITS OF DESIGN LOADS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SHORING ALL EXCAV4114N. TEMPORARY AND EXISTING STRUCTURES, AND PARTIALLY COMPLETED PORTION OF THE WORK TO ASSURE THE SAFETY OF ANY PERSON COMING IN CONTACT WITH THE WORK. ALL ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE AMENDED TO DATE. VEHICHLES WILL NOT BE ALLOWED ON ANY SPAN UNTIL AFTER THE CONCRETE HAS ATTAINED THE DESIGN COMPRESSIVE STRENGTH OF 3500 P.S.I. OR THE SLAB HAS ATTAINED THE AGE OF 28 DAYS, WHICH EVER IS FIRST. INSTALL A NEOPRENE STRIP ON TOP OF THE EXISTING CONCRETE CHANNEL (BOTH SIDES). CONCRETE CONCRETE SHALL BE REGULAR WEIGHT WITH HARDROCK AGGREGATES. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 TYPE 1 — 11. HARDROCK AGGREGATE SHALL CONFORM TO ASTM C-33 WITH PROVEN SHRINKAGE CHARACTERISTIC OF LESS THAN 0.041x. MIXING OF CONCRETE SHALL CONFORM TO ASTM C-94. CONCRETE TYPE AND STRENGTHS SHALL BE AS FOLLOWS: 1 SPECIAL INSPECTION IS REQUIRED FOR ALL CONCRETE WITH A COMPRESSIVE STRENGTH EXCEEDING 2000 PSI. ALL REINFORCING STEEL, ANCHOR BOLTS AND SLEEVES SHALL BE PLACED AND SECURED IN POSITION PRIOR TO POURING CONCRETE. ALL DEBRIS SHALL BE REMOVED FROM FORM BEFORE POURING CONCRETE. MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: SLAB ON GRADE CENTER CAST AGAINST EARTH 3" FORMED CONCRETE, EXPOSED TO EARTH AND WEATHER 2" FOUNDATION THE CONTRACTOR SHALL NOTIFY INSPECTOR PRIOR TO STARTING EXCAVATIONS OR ANY GRADING WORK. SOIL REPORT BY: LOR GEOTECHNICAL GROUP, INC. PROJECT N0. 10692.1 DATED: SEPTEMBER 5, 1995 IS PART OF THIS PLANS. ALL EXCAVATIONS FOR FOOTING MUST BE INSPECTED AND APPROVED BY THE INSPECTOR AND SOIL ENGINEER PRIOR TO POURING CONCRETE. ALL EXISTING LOOSE FILL. IF ANY, SHALL BE REMOVED AND COMPACTED AS REQUIRED BY SOIL REPORT. ALL FILL SHALL BE PLACED IN A MAXIMUM 6" DYER AND COMPACTED t0 901G DENSITY TO SUPPORT SLABS AND 95% DENSITY TO SUPPORT FOOTINGS OR AS REQUIRED BY SOIL REPORT. ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING OF CONCRETE. REINFORCING STEED ALL REINFORCING STEEL SHALL BE AS FOLLOWS: /4 BARS AND URGER ASTM A615, GRADE 60 REINFORCING STEEL TO BE WELDED ASTM A706, GRADE 60 ALL BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIALS LIKELY t0 IMPAIR BONG. ALL BENDS SHALL BE MADE COLD. LOADING H520 LOADING USED NOT DESIGNED FOR 170 TON CRANE ACROSS BRIDGE REVISIONS ENGINEER CITY BENCHMARK SCRIPTIOM: APPROVAL DA APPRO DA SAN BERNARDINO COUNTY BENCHMARK # 534/8-17, BRASS DISK IN THE SOUTHEAST CONCRETE BASE OF SOUTHERN CALIFORNIA EDISON TOWER # 195. NGVD 29 ELEVATION — 1428.609 ELEVATION: 1428.609 AGUILAR Al� ENGINEERING INCORPORATED DRAWN BY: CIVIL ENGINEERING LAND SURVEYING TELECOMUNICATIONS TECHNICAL SERVICES pESIGNED BY: 937 SOUTH VIA LATA SUITE 500 COLTON, CA 92324 PH. (909) 783-3636 FAX (909) 783-0108 HECKED BY: QPpFESS/o R. wit .3 rr OF C WY' - CITY OF FWANA PUBLIC WORKS DEPARTMENT STREET IMPROVEMENT PLANS SCALE: SLNW AVENUE DATE: do DWG. NO. 2 APPROVED: '0/4,06 /� /2 FM CENGINEER_ R.C.E. 25126 4- // I i MAXIMUM LOCATION TYPE 28 DAY SLUMP AGGREGATE STRENGTH SIZE BRIDGE HARDROCK 3500 PSI 4 1/2" 1" CONTINUOUS FOOTING HARDROCK 3500 PSI 4 1/2" 1 1/2' 1 SPECIAL INSPECTION IS REQUIRED FOR ALL CONCRETE WITH A COMPRESSIVE STRENGTH EXCEEDING 2000 PSI. ALL REINFORCING STEEL, ANCHOR BOLTS AND SLEEVES SHALL BE PLACED AND SECURED IN POSITION PRIOR TO POURING CONCRETE. ALL DEBRIS SHALL BE REMOVED FROM FORM BEFORE POURING CONCRETE. MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: SLAB ON GRADE CENTER CAST AGAINST EARTH 3" FORMED CONCRETE, EXPOSED TO EARTH AND WEATHER 2" FOUNDATION THE CONTRACTOR SHALL NOTIFY INSPECTOR PRIOR TO STARTING EXCAVATIONS OR ANY GRADING WORK. SOIL REPORT BY: LOR GEOTECHNICAL GROUP, INC. PROJECT N0. 10692.1 DATED: SEPTEMBER 5, 1995 IS PART OF THIS PLANS. ALL EXCAVATIONS FOR FOOTING MUST BE INSPECTED AND APPROVED BY THE INSPECTOR AND SOIL ENGINEER PRIOR TO POURING CONCRETE. ALL EXISTING LOOSE FILL. IF ANY, SHALL BE REMOVED AND COMPACTED AS REQUIRED BY SOIL REPORT. ALL FILL SHALL BE PLACED IN A MAXIMUM 6" DYER AND COMPACTED t0 901G DENSITY TO SUPPORT SLABS AND 95% DENSITY TO SUPPORT FOOTINGS OR AS REQUIRED BY SOIL REPORT. ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING OF CONCRETE. REINFORCING STEED ALL REINFORCING STEEL SHALL BE AS FOLLOWS: /4 BARS AND URGER ASTM A615, GRADE 60 REINFORCING STEEL TO BE WELDED ASTM A706, GRADE 60 ALL BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIALS LIKELY t0 IMPAIR BONG. ALL BENDS SHALL BE MADE COLD. LOADING H520 LOADING USED NOT DESIGNED FOR 170 TON CRANE ACROSS BRIDGE REVISIONS ENGINEER CITY BENCHMARK SCRIPTIOM: APPROVAL DA APPRO DA SAN BERNARDINO COUNTY BENCHMARK # 534/8-17, BRASS DISK IN THE SOUTHEAST CONCRETE BASE OF SOUTHERN CALIFORNIA EDISON TOWER # 195. NGVD 29 ELEVATION — 1428.609 ELEVATION: 1428.609 AGUILAR Al� ENGINEERING INCORPORATED DRAWN BY: CIVIL ENGINEERING LAND SURVEYING TELECOMUNICATIONS TECHNICAL SERVICES pESIGNED BY: 937 SOUTH VIA LATA SUITE 500 COLTON, CA 92324 PH. (909) 783-3636 FAX (909) 783-0108 HECKED BY: QPpFESS/o R. wit .3 rr OF C WY' - CITY OF FWANA PUBLIC WORKS DEPARTMENT STREET IMPROVEMENT PLANS SCALE: SLNW AVENUE DATE: do DWG. NO. 2 APPROVED: '0/4,06 /� /2 FM CENGINEER_ R.C.E. 25126 4- // I i