The URL can be used to link to this page

Home My WebLink AboutS-0715034- MH R// - I STA OfOO ,c—ST,4 110-k40 STA /l1 f00 SYMBOLS WORK TO BE DONE SEWER MANHOLE - NUMBER B STA TION CONCRETE ENCASEMENT OR JACKED OR TUNNEL ED CROSSING 250 0 NEW DESIGN CONTOUR EXISTING WORK 12„ S SAN /TARP SEWERS SIZE SD 12 I. D P, STORM DRAIN 8 .;IZE l2' __ PER L /N. F T w WATER LINE H SIZE 6f' G GAS L INE 8 SIZE T TEL EPHONE CONDUI T E ELECTRICAL CONDUIT - - - — — CENTERLINE OR SECTION LINE - - PROPERTY LINE OR R w LINE TEMPORARY EASEMENT LINE 250 CONTOUR LINE CURB 8 GUTTER CONCRETE PAVEMEN T( EDGE) ,,,, ► „�► , ASPHALTIC P4VEMENT(EDGE) -------- - - - - -- EDGE OF TRAVELED WAY(UNSURFACED) - +-- +- +-+- + --,- -� �-+ + RAILROAD, SINGLE TRACK RAILROa_', 11OUBLE TRACK x x x x FENCE RIVER OR CREEK � -- 20'- I8 "X24" CMPA CULVERT- L F_ NG'TH, SIZE, 8 MATERIAL __ - - - - -� (HEADWALLS, IF APPLICABLE) — - — - - - - - - - -- OUTLINE OF EXISTING INSTALLATION MANHOLE o INLET OR CATCH BASIN FIRE HYDRANT ® WATER METER BOX ® VALVE • UTILITY POLE —� GUY WIRE 0 DECIDUOUS TREE A T I='2 SOIL TEST PIT 8 DESIGNATION ® B2 SOIL BORING B DESIGNATION SURVEY MONUMENT OR PERM BE,'VG 1`' ,tit a RK ANGLE POINT OR NUB SECTION CORNER a--.W 114 SECTION CORNER DATUM NOTE: 0.0 EOUALS MEAN SEA LEVEL U S C 8 G S - 1929 (1947 ADJ) UNLESS OTHERWISE NOTED GENERAL STRUCTURAL NOTES GENERAL Gl SCOPE. THE NOTES AND DETAILS ON THIS SHEET ARE GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPEC IF IC INDICATIONS TO THE CONTRARY. G2 APPLICABLE SPEC F CATI NS AND CODES. CONSTRUCTION SHALL BE IN ACCORDANCE WTH -E LATEST ED I TI ON OF THE UNIFORM BUILDING CODE UNLESS RESTRICTED BY THE FOLLOW ING NOTES OR DRAWINGS OR OTHER APPLICABLE CODES. G3 ALTERNATIVE DESIGN THE STRUCTURAL SYSTEM AND DETAILS ON THESE PLANS ARE THE rRIORIT D SIGN; HOWEVER ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED IF THE CONTRACTOR SUBMITS PLANS WITH SUBSTANTIATING CALCULATIONS AND TEST DATA THAT ARE ACCEPTED BY THE ENGINEER. G4 CONSTRUCTION LOADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS �f T E COMPLETED UCTURES; DURING CONSTRUCTION, THE STRUCTURES SHALL BE PROTECTED BY BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR. C 0 N C R E T E Cl APPLICABLE CQDL. CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST ED I TI ON AC I BU I LD I NG CODE (AC 1318-63). C2 TL D�T l ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING ��, UNLES THERWISE NOTED, SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES AC 1-315 LATEST EDITION. C3 DESIGN STRESI A. CONCRETE 3 000 PSI ULTIMATE COMPRESSIVE STRESS AT 28 DAYS B. REINFORCINd STEEL TENSION DUE TO FLEXURE, INTERMEDIATE GRADE - 201000 PSI. C4 CONCRETE COVER. CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS WITH MINIMUM COVER OF ONE BAR DIAMETER. A. CONCRETE CAST AGAINST GROUND - 3” B: CONCRETE TO BE IN CONTACT WITH SEWAGE - 2 -112" C. CONCRETE ON EXTERIOR FACE OF EXTERIOR WALL - 2" D. CONCRETE TO BE IN CONTACT WITH GROUND, WEATHER, OR CLEAN WATER: 11► AT BARS GREATER THAN #5 - 2" (2) AT BARS #5 OR LESS - 1 -112" C5 DOWE15. REINFORCING BARS USED AS DOWELS SHALL BE THE SAME SIZE AND STA NG AS BARS WITH WHICH THEY ARE LAPPED. C6 BAR SPLICES. ALL BAR SPLICES SHALL BE LAPPED AT LEAST 24 BAR DIAMETERS. THE LEN TH F LAP SPLICE OF BARS OF DIFFERENT DIAMETERS SHALL BE BASED ON THE LARGER DIAMETER. C7 STANDARD H00KSP BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM 0 THE RE U I REMMEENTS OF PAR. 8010 AC 1318-63. C8 CHAMFER-5. EXCEPT AS OTHERWISE REQUIRED, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 314" CHAMFERS. RE- ENTRANT CORNERS SHALL NOT HAVE F I LLETS C9 CONSTRUCTION JOINTS,. LOCATION OF ALL CONSTRUCTION JOINTS SHALL HAVE THE PPROVAL OF THE ENGINEER. IN WATERTIGHT STRUCTURES, PVC WATERSTOPS SHALL BE PROVI DED IN THE CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE AS DETAILED ON THE DRAWINGS. L 0ADIN6 BL P- 5EE TA6LE - -- SUPPORT BLOCK lP L OA 01,V6 B LOGIC TYPICAL PIPE SECTION AND JOINT SHEAR TEST NO SCALE BARS 'A "C /RC(/I,AR CAGF_ WIMIN.I'IC -L. COVER BARS "B "CIRGULA,Q CAGE -4 SPECIAL CONSTRUCTION NOTES 116 UNLESS OTHERWISE SHOWN ALL MANHOLE STUBS SHALL' BE CONSTRUCTED WITH PIPE CROWNS MATCHING THE CROWN OF THE TRUNK SEWER. 2. THE CONTRACTOR SHALL CONTACT THE C I T'Y OF SEATTLE, WATER DEPART- MENT, BEFORE CONSTRUCTING THE SEWER ACROSS THE CITY OF SEATTLE 36" WATER TRANSMISSION LINE. 3. AT MANHOLE R10 -35 THE EX I ST D I TCH SHALL BE RESTORED AS D I RECTED BY THE ENGINEER AND THE TOP REDUCING CONE OF THE MANHOLE SHALL - BE ROTATED TO THE: NORTH TO CLEAR THE DITCH 4. THE CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF TEN FEET BETWEEN THE TREE TRUNKS AND THE EDGE OF THE JACKING PIT AT MANHOLE R10 -36. 5. THE CONTRACTOR SHALL NOTIFY PACIFIC NORTHWEST BELL AND EXPOSE THE TELEPHONE CABLES IN THE VICINITY OF STATION 13 +50 PRIOR TO CONSTRUCTING THE JACKING PIT 6. THE CONTRACTOR SHALL REMOVE PORTIONS OF ABANDONED CONCRETE ABUTMENT AT APPROXIMATE STA. 24 +00 AS REQUIRED FOR CONSTRUCT TION OPERATIONS„ 7. SEE SPECIAL CONSTRUCTION REQUIREMENTS FOR MAPLEWOOD GOLF AND COUNTRY CLUB IN SPECIFICATIONS SECTION Cl. 8. FOR REROUTING AND SUBSEQUENT CONNECTION OF EXISTING 8" FORCE MAIN SEE SPECIFICATIONS SEC. C -1 AND SEC. C -3.013 l4►. THE CON- TRACTOR SHALL AT THE DIRECTION OF THE ENGINEER, SALVAGE ALL VALVES AND FITTINGS WITHIN THE EXISTING CONCRETE SIPHON STRUCTURES AND DELIVER THEM TO METRO'S RENTON TREATMENT PLANT. 9. THE CONTRACTOR SHALL RESTORE ALL EXISTING DRAINAGE PIPES AND STRUCTURES WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION OPERATIONS. O=AS CONSTRUCTED NOTES t. $TA. 4 +78, PrPr CENTERLINE 0.7' LEFT OF PLAIN CrMIERLINE 2. MANHOLE R10 -34, 0.4• RIGHT OF PLAN CENTERLINE 3. MANHOLE R10 -35, 1.0' RIGHT OF PLAN CENTERLINE 4. [MANHOLE R10 -36, 0.71 LEFT OF PLAN CENTERLINE S. MANHOLE R10 -37, ON PLAN CENTERLINE S. STA. 19+74, PIPE CENTERLINE 0.6' RIGHT OF' PLAIT CENTE'RLtIm T. I4ANHOLE RI0-38, 0.2' RIGHT OF PLAN CENTERLINE S. MANHOLE R10 -39, 0.1' RIGHT OF PLAN CENTERLINE 96 STA. 28 +25 AND ST,A. 28 +37, EXCESSIVE JOINT PULL.SEE JOINT REPAIR DETAILS DRAWING 5A 10, 1 ANIIOLE R10 -40, 0.4- RIGHT OF PLAN CENTERLINE 9L0 C,K AS )?EAD• TO PREVENT FLOATING ,DURING GROUTING CONriNUOU5- 4 GREASED SKIDS CREOso rED D. F TUNNELED SECTION NO SCALE Ours /DE EC TED ER PIPE SHALL 70TH WALL PIPF- CASING PIPE OR L/iVER PLATE LINER PLATE 40. RCA' O.D.+ /O "MIN FILL VOID W /GROUT AFTF_Q PIPE HAS BEEN PLACEU y y fn_ STE16 4 /P "ALL AROUND �o n i /2 ii ACE RCP 40 4 CD /?'' NOTE= THE LENGTH Of TNT FIELD CLOSURE SEC rIOM t sHA L L NDT EXCEED i` NORMAL /V /P4 L EA/G TH, CLOSURE DETAIL NO SCALE NOT USED THIS CONTRACT O-O.O/ MIN AREA STL- I. D P, T GRAGK __ PER L /N. F T GARS �i4 �� BAPS �B�` 3& 12 G11i'MIN -1 3930 0.22 ° 0.30 4:2#1 14 AS NO TED AS rM C76 TYPICAL PIPE SECTION AND JOINT SHEAR TEST NO SCALE BARS 'A "C /RC(/I,AR CAGF_ WIMIN.I'IC -L. COVER BARS "B "CIRGULA,Q CAGE -4 SPECIAL CONSTRUCTION NOTES 116 UNLESS OTHERWISE SHOWN ALL MANHOLE STUBS SHALL' BE CONSTRUCTED WITH PIPE CROWNS MATCHING THE CROWN OF THE TRUNK SEWER. 2. THE CONTRACTOR SHALL CONTACT THE C I T'Y OF SEATTLE, WATER DEPART- MENT, BEFORE CONSTRUCTING THE SEWER ACROSS THE CITY OF SEATTLE 36" WATER TRANSMISSION LINE. 3. AT MANHOLE R10 -35 THE EX I ST D I TCH SHALL BE RESTORED AS D I RECTED BY THE ENGINEER AND THE TOP REDUCING CONE OF THE MANHOLE SHALL - BE ROTATED TO THE: NORTH TO CLEAR THE DITCH 4. THE CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF TEN FEET BETWEEN THE TREE TRUNKS AND THE EDGE OF THE JACKING PIT AT MANHOLE R10 -36. 5. THE CONTRACTOR SHALL NOTIFY PACIFIC NORTHWEST BELL AND EXPOSE THE TELEPHONE CABLES IN THE VICINITY OF STATION 13 +50 PRIOR TO CONSTRUCTING THE JACKING PIT 6. THE CONTRACTOR SHALL REMOVE PORTIONS OF ABANDONED CONCRETE ABUTMENT AT APPROXIMATE STA. 24 +00 AS REQUIRED FOR CONSTRUCT TION OPERATIONS„ 7. SEE SPECIAL CONSTRUCTION REQUIREMENTS FOR MAPLEWOOD GOLF AND COUNTRY CLUB IN SPECIFICATIONS SECTION Cl. 8. FOR REROUTING AND SUBSEQUENT CONNECTION OF EXISTING 8" FORCE MAIN SEE SPECIFICATIONS SEC. C -1 AND SEC. C -3.013 l4►. THE CON- TRACTOR SHALL AT THE DIRECTION OF THE ENGINEER, SALVAGE ALL VALVES AND FITTINGS WITHIN THE EXISTING CONCRETE SIPHON STRUCTURES AND DELIVER THEM TO METRO'S RENTON TREATMENT PLANT. 9. THE CONTRACTOR SHALL RESTORE ALL EXISTING DRAINAGE PIPES AND STRUCTURES WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION OPERATIONS. O=AS CONSTRUCTED NOTES t. $TA. 4 +78, PrPr CENTERLINE 0.7' LEFT OF PLAIN CrMIERLINE 2. MANHOLE R10 -34, 0.4• RIGHT OF PLAN CENTERLINE 3. MANHOLE R10 -35, 1.0' RIGHT OF PLAN CENTERLINE 4. [MANHOLE R10 -36, 0.71 LEFT OF PLAN CENTERLINE S. MANHOLE R10 -37, ON PLAN CENTERLINE S. STA. 19+74, PIPE CENTERLINE 0.6' RIGHT OF' PLAIT CENTE'RLtIm T. I4ANHOLE RI0-38, 0.2' RIGHT OF PLAN CENTERLINE S. MANHOLE R10 -39, 0.1' RIGHT OF PLAN CENTERLINE 96 STA. 28 +25 AND ST,A. 28 +37, EXCESSIVE JOINT PULL.SEE JOINT REPAIR DETAILS DRAWING 5A 10, 1 ANIIOLE R10 -40, 0.4- RIGHT OF PLAN CENTERLINE 9L0 C,K AS )?EAD• TO PREVENT FLOATING ,DURING GROUTING CONriNUOU5- 4 GREASED SKIDS CREOso rED D. F TUNNELED SECTION NO SCALE Ours /DE EC TED ER PIPE SHALL 70TH WALL PIPF- CASING PIPE OR L/iVER PLATE LINER PLATE 40. RCA' O.D.+ /O "MIN FILL VOID W /GROUT AFTF_Q PIPE HAS BEEN PLACEU y y fn_ STE16 4 /P "ALL AROUND �o n i /2 ii ACE RCP 40 4 CD /?'' NOTE= THE LENGTH Of TNT FIELD CLOSURE SEC rIOM t sHA L L NDT EXCEED i` NORMAL /V /P4 L EA/G TH, CLOSURE DETAIL NO SCALE NOT USED THIS CONTRACT