The URL can be used to link to this page

Home My WebLink AboutS-071004i I SYMBOLS WORK TO BE DONE SEWER , SIZE 8 MATER /AL - MANHOLE, DESIGNATION 8 STATIONING ft CONCRETE ENCASEMENT OR ENCASE MEN T PIPE 8 STATIONING EXISTING WORK SANITARY SEWER 8 SIZE MANHOLE STORM DRAIN 8 SIZE INL E T CATCH BASIN WATER LINE 8 SIZE FIRE HYDRANT WATER METER BOX VA L V E GAS L IN 8 SIZE TELEPHONE CONDUIT ELECTRICAL CONDUIT UTILITY POLE (TEL EPHONE OR ELECTRICAL) GUY WIRE \�.. CULVERT - L ENGTH, NUMBER, SIZE AND MATERIAL (HEADWALLS IF APPLICABLE) CURB AND G U T T E R CONCRETE PAVEMENT EDGE OF PAVEMENT(ASPHALTIC) EDGE OF TRAVELED WAY(UNSURFACED) RAILROAD-SINGLE TRACK RAILROAD-DOUBLE TRACK FENCE -WIRE DECIDUOUS TREE EVERGREEN TREE SOIL BORING 8 DES /GNATION ROCK RIVER OR CREEK SURVEY MONUMENT SPECIAL CONSTRUCTION NOTES / FOR ALL A'REAS OVER TEMPORARY EASEMENTS, THE CONTRACTOR SHALL ARRANGE FOR ACCESS AND EGRESS TO THE OWNER'S OPERATIONS, IF APPLICABLE, AND SHALL ARRANGE FOR RELOCATION AND RESTORATION OF FENCES, DRIVEWAYS, ETC., IN COOPERATION W/TH THE OWNER OF THE PROPERTY. 2 CONTRACTOR SHALL ARRANGE WITH BOEING AIRCRAFT CO. FOR TEMPORARY RELOCATION OF SECUR/T Y FENCES AND GUARD HOUSE FACILITIES DURING CONSTRUCTION. NO MATERIAL OR EOU/PMENT SHALL BE STOCKPILED OR PARKED WITHIN 4 FT. OF THE FENCE_ 3 TEMPORARY ACCESS ROAD SHALL BE CONSTRUCTED OF TYPE B BACKFILL MATERIAL SUB—BASE' AND TYPE A ROAD RESTORATION SURFACING MATERIAL APPROXIMATELY AT LOCATIONS SHOWN. FINAL LOCATIONS SHALL BE ESTABLISHED IN COOPERATION WITH BOEING AIRCRAFT CD., BY THE ENGINEER. THE GRADES OF THE TEMPORARY ROADWAYS SHALL BE NO GREATER THAN ON THE EXISTING ROADWAYS AND SHALL BE MAINTAINED UNTIL THE EXISTING ROADWAYS ARE RESTORED. 4 THESE EXISTING CULVERTS ARE THE ONLY DRAINAGE OUTLETS FOR THE AREA. THE CONTRACTOR SHALL PROVIDE FOR THE TRANSFER OF ALL STORM FLOWS DURING CONSTRUCTION. PORTIONS OF CULVERTS REMOVED SHALL BE REPLACE 5 LAKE WASHINGTON BLVD. SHALL NOT BE USED FOR STOCKPILING OF EXCAVATED OR OTHER MATER /AL. TRAFFIC SHALL NOT BE IMPAIRED BEFORE 9.'00 AM AND AFTER 3 :15PM UNLESS A TEMPORARY ROAD - WAY OF CLASS t" ROAD RESTORATION CONSTRUCTION /S CONSTRUCTED SOUTHERLY OF THE EXISTING ROADWAY IN AN ACCEPTABLE MANNER AND IS PROPERLY MAINTAINED. 6 THE EXISTING DITCH SECTION FROM OPPOSITE STA. 35 # 50 TO STA. 44 +00 SHALL BE RESTORED TO AS NEAR THE SAME GRADE AND SIDE SLOPE AS POSSIBLE AND THEN SHALL BE PAVED WITH TYPE ,"A" ROAD RESTORATION ASPHALTIC MATERIAL TO A MINIMUM THICKNESS OF 1112" FROM INVERT TO EL. 124.0. (SEE TYPICAL DRAINAGE DITCH SECTION DWG. 105) T WHERE THE ORIGINAL GROUND ELEVATION IS NOT MORE THAN 2FT. OVER THE TOP OF THE PIPE, TENSION COLLARS SHALL BE USED. SEE DWG. 105 8 FROM STA. 65 4 03.7 TO STA. 814 27.6 THE PIPE SHALL BE CAST IN PLACE. (SEE DWG. G5) SHEETING OR SHORING, IF LEFT IN PLACE, SHALL NOT EXTEND ABOVE OR BELOW THE VERTICAL PROJECTION OF THE PIPE_ 9 ACCESS SHALL BE PROVIDED AT ALL TIMES IN A MANNER ACCEPTABLE TO THE ENGINEER AND PUGET SOUND POWER AND LIGHT. /0 SPECIAL GRAVEL BACKFILL UNDER 4AKE WASH INGTON BE CLEAN GRAVEL VARYING APPROXIMATELY FROM 114" TO 2" IN DIAMETER. PLACING SHALL BE TO 5 FEET OVER PIPE W/TH/N THE EXCAVATED UNDERWATER DITCH. CONCRETE BACKFILL SHALL BE POURED AGAINST UNDISTURBED MATERIAL AND SHALL CONTAIN 6 112 SACK HI —EARLY CEMENT. ACCELERATOR MAY BE USED IF ACCEPTABLE, 3,000 PSI COMPRESSIVE STRENGTH REOUIRED BY 6.r00AM MONDAY MORNING. SEE SPECS. /2 ROCKS 6" IN DIAMETER, BROKEN ASPHALT AND BROKEN CONCRETE SHALL BE PLACED A M/N/MUM OF 2 FEET THICK AS SHOWN TO STABILIZE BANK. .CONSTRUCTION NOTES -CAST IN PLACE PIPE I CONSTRUCT /ON JOINTS IN BASE CAST ARE OPTIONAL. LOCATIONS SHALL NOT COINCIDE W /OTHER C /RCUMF. JTS. 2. LENGTHS OF INITIAL CASTS SHALL BE 30'M/N a 4O'M4X. 3 ADJACENT INITIAL CASTS SHALL BE CURED MIN OF 7 DAYS BEFORE CLOSURE CAST SHALL BE MADE. 4. BESIDES LAB TEST CYLINDERS REOU /RED BY SPEC., 4 FILL D CURED CYLINDERS SHALL BE MADE FOR THE 2 UPPER CASTS. TWO CYLINDERS SHALL BE TESTED AT TIMES SELECTED BY CONTRACTOR. 5 BACKFILL /NG IS PERM /T TED AFTER TEST OF FIELD CURED CYLINDERS INDICATE MIN STRENGTH OF 2,500 PSI TRAFFIC LOAD IS PERMIT TED ONLY AFTER CONC. HAS ATTAINED THE DESIGN STRENGTH OF 3750 PSI. !V/l/AL c'AFr <LO�SUiPE G4CST BASE 1457 C fMAI))AF,PfiVT /AL ✓O /NT i 14 . DESIGNED A C,EDG METROPOLITAN ENGINEERS MUNICIPALITY _ OF METROPOLITAN SE T T L E DRAWN BROWN AND CALDWELL CAREY AND KRAMER scAl E qp� HILL AND INGMAN R.W. BECK AND ASSOCIATES SUBMITTED _._ RECOMMENDED APPROVED APPROVED APPROVE NO SLAL.E CHECKED Design Engineer - Metropowon Engineers Project Engineer - Metropoliton Engineers Chief Engineer - Metro itan Engineers For Metropolitan Engineers For ME is - polity of Metropolitan Seofile m �— cowsr�e ✓rs � LONGIT. SECT. W /JT. PATTERNS 1046WA C DATE JULY 6, 1964 FILE-6-200 RENTON SYSTEM GENERAL NOTES 8� SYMBOLS DATE _aB• I962 (, �_ I L "6' I G. of W4 syC�i 1Q �C h � . O � _ Z <11 CIS T ER s��NAL ENS'\ ,0 ° Wq y�F< Q f.Q C� cn Z IS T E ?L AL E� DRAWING NUMBER G 4. SHEET NUMBER 4—OF--22— GENERAL STRUCTURAL NOTES GENERAL G/ CS OPE. THE NOTES AND DETAILS ON THIS SHEET ARE GENERAL AND APPLY TD THE ENTIRE PROJECT ,3D ow R C EXCEPT WHERE THERE ARE SPECIFIC /ND /CAT IONS TO THE CONTRARY, M. H. 2 02 APPLICABLE SPECIFICATIONS AND CODES. CONSTRUCT /ON SHALL BE IN ACCORDANCE W /TH THE S TA. 8 f 20.6 LATEST EDITION OF THE UNIFORM BUILDING CODE EXCEPT WHERE OTHER APPLICABLE CODES, THE $ TA. 110#40 FOLLOWING NOTES OR AS SHOWN ARE MORE RESTRICTIVE. S TA. l/2 f 43 63 ALTERNATIVE DESIGNS. THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE PRI- ORITY DESIGN; HOWEVER, ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED /F THE CONTRACTOR SUBMITS PLANS WITH SUBSTANT /AT /NG CALCULATIONS AND TEST DATA THAT ARE ACCEPTED BY THE ENGINEER. 64 CONSTRUCTION LOADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED STRUCTURES; DURING CONSTRUCTION, THE STRUCTURES SHALL RE PROTECTED BY BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR. S 65 DRAINAGE OF CONCRETE SURFACES. WHERE SURFACES ARE TO BE SLOPED FOR DRAINAGE THEY SHALL BE GRADED AT I14 "PER FOOT UTILIZING A TOPPING, AS DETAILED ON THE DRAWINGS. 24 „ _ SD i O CONCRETE 9 C/ APPLICABLE CODE ' CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION ACI 4 BUILDING CODE (ACI — 318). W C2 RE-57L. DETAILS. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS, UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI —315 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" C. CONCRETE ON EXTERIOR FACE OF EXTERIOR WALL —2~ �--� D. CONCRETE TO BE IN CONTACT WITH GROUND, WEATHER, OR CLEAN WATER. , (1) AT BARS GREATER THAN 'w5-2" C. M. P. A. (2) AT BARS '*5 OR LESS — / I 12" C5 OO WEL S. REINFORCING BARS USED AS DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS WITH WHICH THEY ARE LAPPED. C6 BAR SPLICES. ALL BAR SPLICES SHALL SE LAPPED AT LEAST 24 BAR DIAMETERS. THE LENGTH zz_L iii// 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 SPLICE AND WITH SPECIFICATIONS. C7 57ANDARD HOOKS. BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO THE REOUIREMENTS OF A C/ FOR HOOKS. X X C8 CHAMFERS. EXCEPT AS OTHERWISE REOU/RED, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 314" CHAMFERS. RE— ENTRANT CORNERS SHALL NOT HAVE FILLETS. c'j .1, C9 CONSTRUCTION JOINTS LOCATION OF ALL CONSTRUCTION JOINTS SHALL HAVE THE APPROVAL OF THE ENGINEER. IN WATERTIGHT STRUCTURES, PVC WATERSTOPS SHALL BE PROVIDED IN THE ® 8 CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE AS DETAILED ON THE DRAWINGS. B SYMBOLS WORK TO BE DONE SEWER , SIZE 8 MATER /AL - MANHOLE, DESIGNATION 8 STATIONING ft CONCRETE ENCASEMENT OR ENCASE MEN T PIPE 8 STATIONING EXISTING WORK SANITARY SEWER 8 SIZE MANHOLE STORM DRAIN 8 SIZE INL E T CATCH BASIN WATER LINE 8 SIZE FIRE HYDRANT WATER METER BOX VA L V E GAS L IN 8 SIZE TELEPHONE CONDUIT ELECTRICAL CONDUIT UTILITY POLE (TEL EPHONE OR ELECTRICAL) GUY WIRE \�.. CULVERT - L ENGTH, NUMBER, SIZE AND MATERIAL (HEADWALLS IF APPLICABLE) CURB AND G U T T E R CONCRETE PAVEMENT EDGE OF PAVEMENT(ASPHALTIC) EDGE OF TRAVELED WAY(UNSURFACED) RAILROAD-SINGLE TRACK RAILROAD-DOUBLE TRACK FENCE -WIRE DECIDUOUS TREE EVERGREEN TREE SOIL BORING 8 DES /GNATION ROCK RIVER OR CREEK SURVEY MONUMENT SPECIAL CONSTRUCTION NOTES / FOR ALL A'REAS OVER TEMPORARY EASEMENTS, THE CONTRACTOR SHALL ARRANGE FOR ACCESS AND EGRESS TO THE OWNER'S OPERATIONS, IF APPLICABLE, AND SHALL ARRANGE FOR RELOCATION AND RESTORATION OF FENCES, DRIVEWAYS, ETC., IN COOPERATION W/TH THE OWNER OF THE PROPERTY. 2 CONTRACTOR SHALL ARRANGE WITH BOEING AIRCRAFT CO. FOR TEMPORARY RELOCATION OF SECUR/T Y FENCES AND GUARD HOUSE FACILITIES DURING CONSTRUCTION. NO MATERIAL OR EOU/PMENT SHALL BE STOCKPILED OR PARKED WITHIN 4 FT. OF THE FENCE_ 3 TEMPORARY ACCESS ROAD SHALL BE CONSTRUCTED OF TYPE B BACKFILL MATERIAL SUB—BASE' AND TYPE A ROAD RESTORATION SURFACING MATERIAL APPROXIMATELY AT LOCATIONS SHOWN. FINAL LOCATIONS SHALL BE ESTABLISHED IN COOPERATION WITH BOEING AIRCRAFT CD., BY THE ENGINEER. THE GRADES OF THE TEMPORARY ROADWAYS SHALL BE NO GREATER THAN ON THE EXISTING ROADWAYS AND SHALL BE MAINTAINED UNTIL THE EXISTING ROADWAYS ARE RESTORED. 4 THESE EXISTING CULVERTS ARE THE ONLY DRAINAGE OUTLETS FOR THE AREA. THE CONTRACTOR SHALL PROVIDE FOR THE TRANSFER OF ALL STORM FLOWS DURING CONSTRUCTION. PORTIONS OF CULVERTS REMOVED SHALL BE REPLACE 5 LAKE WASHINGTON BLVD. SHALL NOT BE USED FOR STOCKPILING OF EXCAVATED OR OTHER MATER /AL. TRAFFIC SHALL NOT BE IMPAIRED BEFORE 9.'00 AM AND AFTER 3 :15PM UNLESS A TEMPORARY ROAD - WAY OF CLASS t" ROAD RESTORATION CONSTRUCTION /S CONSTRUCTED SOUTHERLY OF THE EXISTING ROADWAY IN AN ACCEPTABLE MANNER AND IS PROPERLY MAINTAINED. 6 THE EXISTING DITCH SECTION FROM OPPOSITE STA. 35 # 50 TO STA. 44 +00 SHALL BE RESTORED TO AS NEAR THE SAME GRADE AND SIDE SLOPE AS POSSIBLE AND THEN SHALL BE PAVED WITH TYPE ,"A" ROAD RESTORATION ASPHALTIC MATERIAL TO A MINIMUM THICKNESS OF 1112" FROM INVERT TO EL. 124.0. (SEE TYPICAL DRAINAGE DITCH SECTION DWG. 105) T WHERE THE ORIGINAL GROUND ELEVATION IS NOT MORE THAN 2FT. OVER THE TOP OF THE PIPE, TENSION COLLARS SHALL BE USED. SEE DWG. 105 8 FROM STA. 65 4 03.7 TO STA. 814 27.6 THE PIPE SHALL BE CAST IN PLACE. (SEE DWG. G5) SHEETING OR SHORING, IF LEFT IN PLACE, SHALL NOT EXTEND ABOVE OR BELOW THE VERTICAL PROJECTION OF THE PIPE_ 9 ACCESS SHALL BE PROVIDED AT ALL TIMES IN A MANNER ACCEPTABLE TO THE ENGINEER AND PUGET SOUND POWER AND LIGHT. /0 SPECIAL GRAVEL BACKFILL UNDER 4AKE WASH INGTON BE CLEAN GRAVEL VARYING APPROXIMATELY FROM 114" TO 2" IN DIAMETER. PLACING SHALL BE TO 5 FEET OVER PIPE W/TH/N THE EXCAVATED UNDERWATER DITCH. CONCRETE BACKFILL SHALL BE POURED AGAINST UNDISTURBED MATERIAL AND SHALL CONTAIN 6 112 SACK HI —EARLY CEMENT. ACCELERATOR MAY BE USED IF ACCEPTABLE, 3,000 PSI COMPRESSIVE STRENGTH REOUIRED BY 6.r00AM MONDAY MORNING. SEE SPECS. /2 ROCKS 6" IN DIAMETER, BROKEN ASPHALT AND BROKEN CONCRETE SHALL BE PLACED A M/N/MUM OF 2 FEET THICK AS SHOWN TO STABILIZE BANK. .CONSTRUCTION NOTES -CAST IN PLACE PIPE I CONSTRUCT /ON JOINTS IN BASE CAST ARE OPTIONAL. LOCATIONS SHALL NOT COINCIDE W /OTHER C /RCUMF. JTS. 2. LENGTHS OF INITIAL CASTS SHALL BE 30'M/N a 4O'M4X. 3 ADJACENT INITIAL CASTS SHALL BE CURED MIN OF 7 DAYS BEFORE CLOSURE CAST SHALL BE MADE. 4. BESIDES LAB TEST CYLINDERS REOU /RED BY SPEC., 4 FILL D CURED CYLINDERS SHALL BE MADE FOR THE 2 UPPER CASTS. TWO CYLINDERS SHALL BE TESTED AT TIMES SELECTED BY CONTRACTOR. 5 BACKFILL /NG IS PERM /T TED AFTER TEST OF FIELD CURED CYLINDERS INDICATE MIN STRENGTH OF 2,500 PSI TRAFFIC LOAD IS PERMIT TED ONLY AFTER CONC. HAS ATTAINED THE DESIGN STRENGTH OF 3750 PSI. !V/l/AL c'AFr <LO�SUiPE G4CST BASE 1457 C fMAI))AF,PfiVT /AL ✓O /NT i 14 . DESIGNED A C,EDG METROPOLITAN ENGINEERS MUNICIPALITY _ OF METROPOLITAN SE T T L E DRAWN BROWN AND CALDWELL CAREY AND KRAMER scAl E qp� HILL AND INGMAN R.W. BECK AND ASSOCIATES SUBMITTED _._ RECOMMENDED APPROVED APPROVED APPROVE NO SLAL.E CHECKED Design Engineer - Metropowon Engineers Project Engineer - Metropoliton Engineers Chief Engineer - Metro itan Engineers For Metropolitan Engineers For ME is - polity of Metropolitan Seofile m �— cowsr�e ✓rs � LONGIT. SECT. W /JT. PATTERNS 1046WA C DATE JULY 6, 1964 FILE-6-200 RENTON SYSTEM GENERAL NOTES 8� SYMBOLS DATE _aB• I962 (, �_ I L "6' I G. of W4 syC�i 1Q �C h � . O � _ Z <11 CIS T ER s��NAL ENS'\ ,0 ° Wq y�F< Q f.Q C� cn Z IS T E ?L AL E� DRAWING NUMBER G 4. SHEET NUMBER 4—OF--22—