The URL can be used to link to this page

Home My WebLink AboutS-072102GENERAL STRUCTURAL NOTES GENERAL G/ $COPE. THE NOTES AND DETAILS ON TH IS SHEET ARE GENERAL AND APPLY TO THE ENT /RE PROJECT 30" R C EXCEPT WHERE THERE ARE SPECIFIC /ND /CATIONS TO THE CONTRARY, a,-- M. H. 2 G2 APPLICABLE 5P601FICATIONS AND CODES. CONSTRUCT /ON SHALL BE IN ACCORDANCE W/TH THE S TA. 8 f 20.6 LATEST EDIT /ON OF THE UNIFORM BUILDING CODE EXCEPT WHERE OTHER APPLICABLE CODES, THE //0 �+ 40 FOLLOWING NOTES OR DRAWINGS ARE MORE RESTRICTIVE. 0 G3 ALTERNATIVE DESIGNS. THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE PRI- OR/Ty DESIGN; HOWEVER, ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED IF THE CONTRACTOR N. 194 000. 00 SUBMITS PLANS WITH SUBSTANTIATING CALCULATIONS AND TEST DATA THAT ARE ACCEPTED BY E. 1660, 000.00 THE ENGINEER. N. 60°00" 00 "E. G4 CONSTRUCTION LOADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED STRUCTURES; DURING CONSTRUCTION, THE STRUCTURES SHALL RE PROTECTED BY 12 BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCT /ON LOADS MAY OCCUR. S 24 SD -- -�- CONCRETE C1 P A CONCRETE CONSTRUCTION SHALL CONFORM 70 THE L A7EST EDITION ACI „ A PL IC 9L E CODE' BUILDING CODE (ACI - 3/8). W C2 6E -S7L. DETA 145 ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE FOR ca DETA ILING REINFORCED CONCRETE STRUCTURES ACI -3/5 LATEST EDITION. C3 DESIGN STRESSES. 2 A. CONCRETE, 3,000 PSI ULTIMATE COMPRESSIVE STRESS AT 28 DAYS G B. REINFORCING STEEL TENSION DUE TO FLEXURE, INTERMEDIATE GRADE - 20, 000 PSI T C4 CONCRETE COVER CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS WITH E MINIMUM COVER OF ONE BAR DIAMETER. • U. P. A. CONCRETE CAST AGAINST GROUND-3 B. CONCRETE TO BE IN CONTACT WITH SEWAGE -2 I 12" SYMBOLS WORK TO BE DONE SEWER , SIZE 8 MATER /AL MANHOL E , DES /GNAT /ON 8 STATION ING CONCRETE ENCASEMENT OR ENCASE MEN T PIPE 8 STATIONING COORDINATES 61 HEARINGS ARE BASED ON US DEPARTMENT OF COMMERCE, COAST 8 GEODETIC SURVEY, LAMBERT GRID. EXISTING WORK SANITARY SEWER 8 SIZE MANHOLE STORM DRAIN 8 SIZE INLET CATCH BASIN WATER L INE 8 SIZE FIRE HYDRANT WATER METER BOX 96" 0 84' VA L V E L /0 140 K �4 K GAS LINE 8 SIZE TELEPHONE CONDUIT ELECTRICAL CONDUIT UTILITY POLE (TEL EPHONE OR ELECTRICAL) i- rIJNIV E-L 4E"G rw ro suer ecp I 2 DETAIL TYPICAL TUNNEL TO PIPE fr TRANSITION STRUCTURE P E0A.,01AI . 131- OCI< L D14DT/MG 6L ocr C. CONCRETE ON EXTERIOR FACE OF EXTERIOR WALL -2 GUY WIRE .5110PORT BLOC!< D. CONCRETE TO BE IN CONTACT W /TH GROUND WEATHER OR CLEAN WATER. 5L./PPORT (/) AT BARS GREATER THAN 05 -2" 20 " -18 "x24" CULVERT - L ENGTH, NUMBER, SIZE AND BLOC /c (2) AT BARS 't 5 OR LESS - I //2" C. M. P. A_ MATERIAL (HEADWALLS IF JOINT SHEAR TEST APPLICABLE) NO SCALE C5 OQ WELS. REINFORCING BARS USED AS DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS CURB A ND GUTTER WITH WHICH THEY ARE LAPPED. CONCRETE PAVEMENT M -LOAD PIPES 06 BAR SPLICES. ALL BAR SPLICES SHALL BE LAPPED AT LEAST 24 BAR DIAMETERS. THE LENGTH LLL ///// 1//// EDGE- OF PAVEMENT(ASPHALT/C) OF LAP SPLICE OF BARS OF DIFFERENT DIAMETERS SHALL BE BASED ON THE LARGER DIAMETER. BAR SPLICES MAY ALSO BE MADE BY WELDING IN ACCORANCE WITH THE DETAILS FOR RE -STL - - - - -- - - - -- -- EDGE OF TRAVELED lNAY(UNSURFACED) SPLICE AND WITH SPECIFICATIONS. RAILROAD-SINGLE TRACK C7 STANDARD HOOKS. BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHAT L CONFORM TO THE RAILROAD-DOUBLE TRACK REOU/REMENTS OF AC/ FOR NOOKS. X X FENCE -WIRE C8 CHAMFERS. EXCEPT AS OTHERWISE REOU /RED, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 314" CHAMFERS. RE- ENTRANT CORNERS SHALL NOT HAVE FILLETS c. DECIDUOUS TREE SECTION 2 /O. CIRCUMFERENTIAL STEEL SHALL HAVE ONE /NCH MIN /MUM COVER. K G_ c N. Cq/ D I/. IF TWO LAYERS OR MORE THAN ONE SIZE OF RE-STEEL ARE USED, d USED IN DES IGN COMPUTATIONS P� °F w4s's �Z OQP� °F WQSy�y�� SHALL BE THE EFFECTIVE d TO THE CENTRO /D OF THE STEEL GROUP. 12. R4, AS COMPUTED BY EO. A9 OF THE ACI CODE, SHALL NOT EXCEED Pb AS COMPUTED �--n o o �� o BY EO. A8 OF THE ACI CODE. 1045 8 AS CONSTRUCTED Fs+�G /S T E�� t�s, c/S T Eµ� 7 DATE ' M,4ec# /4 1966 s� °Nagy � s� °NAL DESIGNED � yc Vp METROPOLITAN ENGINEERS MUNICIPALITY O F M E T R O P O L I T A N S E T T L E DRAWING NUMBER FILE R 202 c R E N TON GENERAL NOTES & SYMBOLS 2 DRAWN NCC_:, BROWN AND CALDWELL CAREY AND KRAMER seal f SYSTEM MISC. DETAILS SHEET NUMBER HILL AND INGMAN R SUBMITTED rr RECOMMENDED APPkpvED ncRRpvED 4PPROVE J- SCALE JUNE,1963 2 of CHECK�b!!4 �_, W- BECK AND ASSOCIATES Design Engineer -Anetropoliton ngineeJS Frblecr Enpinee�- etrapohl0n E.1 Ineers Chief n ineer -Metro irp1J E 9 Enqu eer> (nr Merropoliran EngJn ¢rs for Mu rcrpolity of Metropolitan Jeatrle DATE 5' /DE BO T TYPE I/- r1la5 0 -1r - A/ - /l /PS - 96"0 M265, -25.1 20. D 26.5 O M 203 -19,2 15.0 20.3 0 Al 84 ".. 157 -4.8 13.4 15.7 O B4" 8/ -76 6.4 &/ 0 SECTION 2 /O. CIRCUMFERENTIAL STEEL SHALL HAVE ONE /NCH MIN /MUM COVER. K G_ c N. Cq/ D I/. IF TWO LAYERS OR MORE THAN ONE SIZE OF RE-STEEL ARE USED, d USED IN DES IGN COMPUTATIONS P� °F w4s's �Z OQP� °F WQSy�y�� SHALL BE THE EFFECTIVE d TO THE CENTRO /D OF THE STEEL GROUP. 12. R4, AS COMPUTED BY EO. A9 OF THE ACI CODE, SHALL NOT EXCEED Pb AS COMPUTED �--n o o �� o BY EO. A8 OF THE ACI CODE. 1045 8 AS CONSTRUCTED Fs+�G /S T E�� t�s, c/S T Eµ� 7 DATE ' M,4ec# /4 1966 s� °Nagy � s� °NAL DESIGNED � yc Vp METROPOLITAN ENGINEERS MUNICIPALITY O F M E T R O P O L I T A N S E T T L E DRAWING NUMBER FILE R 202 c R E N TON GENERAL NOTES & SYMBOLS 2 DRAWN NCC_:, BROWN AND CALDWELL CAREY AND KRAMER seal f SYSTEM MISC. DETAILS SHEET NUMBER HILL AND INGMAN R SUBMITTED rr RECOMMENDED APPkpvED ncRRpvED 4PPROVE J- SCALE JUNE,1963 2 of CHECK�b!!4 �_, W- BECK AND ASSOCIATES Design Engineer -Anetropoliton ngineeJS Frblecr Enpinee�- etrapohl0n E.1 Ineers Chief n ineer -Metro irp1J E 9 Enqu eer> (nr Merropoliran EngJn ¢rs for Mu rcrpolity of Metropolitan Jeatrle DATE N1= EVERGREEN TREE C9 CONSTRUCT /ON ✓0/NT5. LOCATION OF ALL CONSTRUCT /ON JOINTS SHALL HAVE THE APPROVAL OF THE ENGINEER. IN WATERTIGHT STRUCTURES, PVC WATERS TOPS SHALL BE PROVIDED IN THE ® B 6 0 SOIL BORING 8 DESIGNATION CONSTRUCT /ON JOINTS. CONSTRUCTION JOINTS SHALL BE AS DETAILED ON THE DRAWINGS. 2/ (�� MIN 0- ROCK _ M — LOAD RCP DESIGN. ASSUMPTIONS _--►- _ RIVER OR CREEK I. DESIGN METHOD .SHALL BE ULTIMATE STRENGTH .DESIGN /NACCORDANCE W/tH A.C. /. CODE. B SURVEY MONUMENT OR PERMANENT BENCH 5 °t 2° MAX 2. LOAD FACTOR K = l.8 3. -t M DENOTES TENS /ON ON /NS /DE FACE. N I C NOT '/N CONTRACT %2 t)t5 % t 4. _ f N DENOTES AX /AL COMPRESS /ON. - - PROPERTY LINE i-, 5. f c = 4000 PSI MIN. (5 6000 PS/ MAX. A — ANGLE POINT OR HUB `- 6.. fy = 40,000 PSI F/L L ING OF JOINT REQD„ % -- /NS /DE FACE" 0,4 O AERIAL TA R GE r NHEN _SPACE EXCEEDS% `' 2 2/ (,�� /�! f�NNUL AR SPACE 7 . STRESS DISTRIBUTION ON CONCRETE SHALL BE ASSUMED TO BE RECTANGULAR. 8= . EFFECT OF COMPRESSIVE REINFORCEMENT SHALL BE NEGLECTED IN DESIGN OF SECT /ON. TYPICAL RCP JOINT 9. _ CROWN OF PIPE SHALL HAVE SAME AMOUNT OF REINFORCEMENT AS THE INVERT. 60 INCH ID AND LARGER SECTION 2 /O. CIRCUMFERENTIAL STEEL SHALL HAVE ONE /NCH MIN /MUM COVER. K G_ c N. Cq/ D I/. IF TWO LAYERS OR MORE THAN ONE SIZE OF RE-STEEL ARE USED, d USED IN DES IGN COMPUTATIONS P� °F w4s's �Z OQP� °F WQSy�y�� SHALL BE THE EFFECTIVE d TO THE CENTRO /D OF THE STEEL GROUP. 12. R4, AS COMPUTED BY EO. A9 OF THE ACI CODE, SHALL NOT EXCEED Pb AS COMPUTED �--n o o �� o BY EO. A8 OF THE ACI CODE. 1045 8 AS CONSTRUCTED Fs+�G /S T E�� t�s, c/S T Eµ� 7 DATE ' M,4ec# /4 1966 s� °Nagy � s� °NAL DESIGNED � yc Vp METROPOLITAN ENGINEERS MUNICIPALITY O F M E T R O P O L I T A N S E T T L E DRAWING NUMBER FILE R 202 c R E N TON GENERAL NOTES & SYMBOLS 2 DRAWN NCC_:, BROWN AND CALDWELL CAREY AND KRAMER seal f SYSTEM MISC. DETAILS SHEET NUMBER HILL AND INGMAN R SUBMITTED rr RECOMMENDED APPkpvED ncRRpvED 4PPROVE J- SCALE JUNE,1963 2 of CHECK�b!!4 �_, W- BECK AND ASSOCIATES Design Engineer -Anetropoliton ngineeJS Frblecr Enpinee�- etrapohl0n E.1 Ineers Chief n ineer -Metro irp1J E 9 Enqu eer> (nr Merropoliran EngJn ¢rs for Mu rcrpolity of Metropolitan Jeatrle DATE