Loading...
S-2008-1.5JILO zi I u c L E 0 r 0 s 0 n t ZI UKAVI I T Z)LWLK MAIN SCALE Sm all mm 201 01 20 _ 4" DIA. CORE - 2 DIA. CORES 2" DIA. CORE - 2 19 16 18 17 m hi I C4 EXISTING SEWAGE q - PUMP STATION WETWELL EXISTING SEWAGE PUMP STATION VALVE VAULT EXISTING 8" DIP INV. 21.00 BOTTOM OF VAULT N. -.� 9 EL. 19.34 E I> I i REPLACE EXISTING PIPE SUPPORT AFTER TEE SECTIOI INSTALLATION. 10 I 2 USE JACK TO SUPP 12" ORT (MEGALUG) 2 WHILE TIE -IN WORK IS MJxMJ 90' ELL BEING DONE. 15 2" BALL VALVE EXISTING FS 27.17 13 12 11 9 TT 6 D1 10 r� SEE SHEET N0. 15 RVINE AVENUE L IONS. .00) - -- - -- - -- - - - - -- -- - - -- - - - - - BENDS PER CITY OF NEWPORT BEACH STD - 510 -L -C. THRUST BLOCK SHALL FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR CORROSION PROTECTION. TRENCHING AND BEDDING PER CMSD STD DWG NO. S -112. 41 CONNECT 12" PVC FORCE MAIN TO EXISTING SEWER PUMP STATION PER DETAIL 1 16 42 CONNECT 12" PVC FORCE MAIN TO EXISTING 10" SEWER FORCE MAIN PER DETAIL 3 16 -- - -� C REMOVE EXISTING WNW TEE STA. 200 +03.38 2 15 2' -6" e� o u L7 ..1 4 CUT TO FIT LENGTH FOR CONTINUATION OF PIPELINE, SEE PLAN AND PROFILE TO LEFT 12 "x8" DI TEE INV. 17.6 FOR CONTINUATION OF PIPELINE, SEE PLAN AND PROFILE TO LEFT POLYETHYLENE OR POLYURETHANE ROPE TYPE FILLER (TYP.) DI PIPE PER PLAN LINK -SEAL WALL SEAL STANDARD SERVICE NON- INSULATING TYPE # / MODEL "S° tif' 1 ° °- i APPLY 1" OF GUN GRATE ELASTOMERIC SEALANT IN ANNULAR SPACE (BOTH SIDES OF MEMBER) TYP. 12" DIA. CORE EXISTING WALL WALL PENETRATION r2 NOT TO SCALE 1 C RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILI'T'IES IDENTIFIED IN THE 7TILE BLOCK ONLY AND HAS BEEN PREPARED IN PART' ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE, FOR ANY ERROR(S) OR OMI SSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWIIAT FROM'I'IIE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE CITY / DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. EXISTING 8" SEWER EXISTING 10" DUCTILE STA. 200 +00.00 IRON SEWER FORCE MAIN A FOR CONTINUATION OF PIPELINE, SEE PLAN AND PROFILE TO LEFT FOR CONTINUATION OF— PIPELINE, SEE PLAN AND PROFILE TO LEFT PLAN MATERIAL UST ♦ 12 P C O 13 2" COPPER TUBING, TYPE "K" (LENGTH AS RQUIRED) ❑2 MJIddJ MEGALUG 12" 90' DI END 14 2" SEWAGE AIR RELEASE FOR 150 PSI MAXIMUM OPERATING PRESSURE, APCO MODEL NO. 400, VAL -MATIC MODEL NO. 48A, 3 10" DI BLIN OR APPROVED EQUAL WITH 1/2" NPT OUTLET, INLET AND ❑4 MJ MEGALUG) 12 "x8" DI REDUCING TEE BLOWOFF VALVE, QUICK DISCONNECT COUPLINGS, AND MINIMUM 5' HOSE FOR FLUSHING. 5 10 "x6" FLG 90' DI REDUCING BEND 15 24" DIAMETER SCHEDULE 40 STEEL VENTED PIPE COVER, e ___ O. =111111110 m� �C S -6" IN HEIGHT, 3/4" DIAMETER AIR HOLES ON TOP HALF F6 8" FLG 90' DI BEND OF COVER WITH 4 SPACING BETWEEN HOLES AND TOP. 77 8" DRESSER STYLE 131 DISMANTLING JOINT WELD 1/4" PLATE TO TOP AND 1/4" DIAMETER STEEL ROD HANDLES FILLET WELDED TO TOP COVER PLATE. PROVIDE (L GTH: MIN. = 10 ", MAX. 15" 4 ANCHOR LUGS AT BOTTOM. HOT DIP GALVANIZE AFTER FLGxPE FABRICATION AND PAINT INSIDE AND OUTSIDE WITH TWO "WHITE" 8 8" -FEG-Dl SPOOL (LENGTH AS REQUIRED) CUT TO FIT COATS GLOSS ENAMEL PAINT. 9 8" FLG DI TEE 15 1/2" PVC (SCH 40) 10 WALL PENETRATION PER DETAIL 16 17 PIPE SUPPORTS ATTACHED TO VAULT WALL 11 Fl 8" BLIND FLANGE WITH 2" F.I.P. OUTLET 18 1/2" 90' ELBOW PVC (SCH 40) 12 2" CORP STOP, IP THREAD INLETxF.I.P. OUTLET 19 1/2" 45• ELBOW PVC (SCH 40) (JONES J -1943) SEWER FORCE MAIN CONNECTION 110111 �... . =oc_ 010. _______ C�.ICO� iiIIC��O�CO �C CIO��CIO�C� CC== == SCALE Sm all mm 201 01 20 _ 4" DIA. CORE - 2 DIA. CORES 2" DIA. CORE - 2 19 16 18 17 m hi I C4 EXISTING SEWAGE q - PUMP STATION WETWELL EXISTING SEWAGE PUMP STATION VALVE VAULT EXISTING 8" DIP INV. 21.00 BOTTOM OF VAULT N. -.� 9 EL. 19.34 E I> I i REPLACE EXISTING PIPE SUPPORT AFTER TEE SECTIOI INSTALLATION. 10 I 2 USE JACK TO SUPP 12" ORT (MEGALUG) 2 WHILE TIE -IN WORK IS MJxMJ 90' ELL BEING DONE. 15 2" BALL VALVE EXISTING FS 27.17 13 12 11 9 TT 6 D1 10 r� SEE SHEET N0. 15 RVINE AVENUE L IONS. .00) - -- - -- - -- - - - - -- -- - - -- - - - - - BENDS PER CITY OF NEWPORT BEACH STD - 510 -L -C. THRUST BLOCK SHALL FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR CORROSION PROTECTION. TRENCHING AND BEDDING PER CMSD STD DWG NO. S -112. 41 CONNECT 12" PVC FORCE MAIN TO EXISTING SEWER PUMP STATION PER DETAIL 1 16 42 CONNECT 12" PVC FORCE MAIN TO EXISTING 10" SEWER FORCE MAIN PER DETAIL 3 16 -- - -� C REMOVE EXISTING WNW TEE STA. 200 +03.38 2 15 2' -6" e� o u L7 ..1 4 CUT TO FIT LENGTH FOR CONTINUATION OF PIPELINE, SEE PLAN AND PROFILE TO LEFT 12 "x8" DI TEE INV. 17.6 FOR CONTINUATION OF PIPELINE, SEE PLAN AND PROFILE TO LEFT POLYETHYLENE OR POLYURETHANE ROPE TYPE FILLER (TYP.) DI PIPE PER PLAN LINK -SEAL WALL SEAL STANDARD SERVICE NON- INSULATING TYPE # / MODEL "S° tif' 1 ° °- i APPLY 1" OF GUN GRATE ELASTOMERIC SEALANT IN ANNULAR SPACE (BOTH SIDES OF MEMBER) TYP. 12" DIA. CORE EXISTING WALL WALL PENETRATION r2 NOT TO SCALE 1 C RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILI'T'IES IDENTIFIED IN THE 7TILE BLOCK ONLY AND HAS BEEN PREPARED IN PART' ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE, FOR ANY ERROR(S) OR OMI SSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWIIAT FROM'I'IIE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE CITY / DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. EXISTING 8" SEWER EXISTING 10" DUCTILE STA. 200 +00.00 IRON SEWER FORCE MAIN A FOR CONTINUATION OF PIPELINE, SEE PLAN AND PROFILE TO LEFT FOR CONTINUATION OF— PIPELINE, SEE PLAN AND PROFILE TO LEFT TO EXISTING PUMP STATION SCALE: 1/2" 1 �N L O . No. 44497 Ey. 3/31/05 DANIEL BOYLE ENGINEER 0 Consulting Engineers 1120106 JLB 0 RECORD DRAWING 23231 South Pointe Drive, Suite 103 Laguna Hills, CA 92653 (949) 768 -2600 DATE BY DESCRIPTION 44497 I 7 6 CT ER RCE N0. DA E REVISIONS L4 E 22 21 20 REMOVE INTERFERING PORTIONS OF EXISITNG SEWER FORCE MAIN AS REQUIRED. CUT AND PLUG ABANDONED LINE. PLAN MYJIMJ MG Vf1LVV 20 12" DI 90' BIE ND 21 12" PE P C 0 GTH AS REQUIRED) MJ MEGALUG 12 "x10" DI EDUCER ❑22 23 10" PE PVC SPOOL (LENGTH AS REQUIRED) 24 10" TRANSITION COUPLING (DRESSER STYLE 38) OR APPROVED EQUAL WITH STAINLESS STEEL HARDWARE. SEWER FORCE MAIN CONNECTION AT MESA DRIVE SCALE: 1/2" = 1' -0" 0 i to 0 In STA. 200+82± 3 16 APPROVED IRVINE AVENUE SEWER FORCE MAIN REPLACEMENT ROBIN B. HAMERS R.C.E. 31720 PLAN AND PROFILE MANAGER/DISTRICT ENGINEER COSTA MESA SANITARY DISTRICT STA. 199 +80.00 TO STA. 200 +82.6± DATE ARVD DESIGNED JPS DRAWN CADD 168 -1 COSTA MESA CHECKED JLg DATE 07/04 SANITARY DISTRICT SHEET 16 OF 34 PLAN MATERIAL UST 12 P C O 13 2" COPPER TUBING, TYPE "K" (LENGTH AS RQUIRED) ❑2 MJIddJ MEGALUG 12" 90' DI END 14 2" SEWAGE AIR RELEASE FOR 150 PSI MAXIMUM OPERATING PRESSURE, APCO MODEL NO. 400, VAL -MATIC MODEL NO. 48A, 3 10" DI BLIN OR APPROVED EQUAL WITH 1/2" NPT OUTLET, INLET AND ❑4 MJ MEGALUG) 12 "x8" DI REDUCING TEE BLOWOFF VALVE, QUICK DISCONNECT COUPLINGS, AND MINIMUM 5' HOSE FOR FLUSHING. 5 10 "x6" FLG 90' DI REDUCING BEND 15 24" DIAMETER SCHEDULE 40 STEEL VENTED PIPE COVER, S -6" IN HEIGHT, 3/4" DIAMETER AIR HOLES ON TOP HALF F6 8" FLG 90' DI BEND OF COVER WITH 4 SPACING BETWEEN HOLES AND TOP. 77 8" DRESSER STYLE 131 DISMANTLING JOINT WELD 1/4" PLATE TO TOP AND 1/4" DIAMETER STEEL ROD HANDLES FILLET WELDED TO TOP COVER PLATE. PROVIDE (L GTH: MIN. = 10 ", MAX. 15" 4 ANCHOR LUGS AT BOTTOM. HOT DIP GALVANIZE AFTER FLGxPE FABRICATION AND PAINT INSIDE AND OUTSIDE WITH TWO "WHITE" 8 8" -FEG-Dl SPOOL (LENGTH AS REQUIRED) CUT TO FIT COATS GLOSS ENAMEL PAINT. 9 8" FLG DI TEE 15 1/2" PVC (SCH 40) 10 WALL PENETRATION PER DETAIL 16 17 PIPE SUPPORTS ATTACHED TO VAULT WALL 11 Fl 8" BLIND FLANGE WITH 2" F.I.P. OUTLET 18 1/2" 90' ELBOW PVC (SCH 40) 12 2" CORP STOP, IP THREAD INLETxF.I.P. OUTLET 19 1/2" 45• ELBOW PVC (SCH 40) (JONES J -1943) SEWER FORCE MAIN CONNECTION TO EXISTING PUMP STATION SCALE: 1/2" 1 �N L O . No. 44497 Ey. 3/31/05 DANIEL BOYLE ENGINEER 0 Consulting Engineers 1120106 JLB 0 RECORD DRAWING 23231 South Pointe Drive, Suite 103 Laguna Hills, CA 92653 (949) 768 -2600 DATE BY DESCRIPTION 44497 I 7 6 CT ER RCE N0. DA E REVISIONS L4 E 22 21 20 REMOVE INTERFERING PORTIONS OF EXISITNG SEWER FORCE MAIN AS REQUIRED. CUT AND PLUG ABANDONED LINE. PLAN MYJIMJ MG Vf1LVV 20 12" DI 90' BIE ND 21 12" PE P C 0 GTH AS REQUIRED) MJ MEGALUG 12 "x10" DI EDUCER ❑22 23 10" PE PVC SPOOL (LENGTH AS REQUIRED) 24 10" TRANSITION COUPLING (DRESSER STYLE 38) OR APPROVED EQUAL WITH STAINLESS STEEL HARDWARE. SEWER FORCE MAIN CONNECTION AT MESA DRIVE SCALE: 1/2" = 1' -0" 0 i to 0 In STA. 200+82± 3 16 APPROVED IRVINE AVENUE SEWER FORCE MAIN REPLACEMENT ROBIN B. HAMERS R.C.E. 31720 PLAN AND PROFILE MANAGER/DISTRICT ENGINEER COSTA MESA SANITARY DISTRICT STA. 199 +80.00 TO STA. 200 +82.6± DATE ARVD DESIGNED JPS DRAWN CADD 168 -1 COSTA MESA CHECKED JLg DATE 07/04 SANITARY DISTRICT SHEET 16 OF 34