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S-96-2.1-2.3COSTA MESA SANITARY DISTRICT CONSTRUCTION NOTES NO. ITEM UNIT QUANTITY 1 CONSTRUCT 8" DIP, PRESSURE CLASS 350, RESTRAINED PUSH -ON JOINT, PROTECTIVE COATING. L.F. 2413 2 CONSTRUCT 8" DIP- 45" BEND, RESTRAINED PUSH -ON -JOINT WITH PROTECTIVE COATING EA. 3 3 CONSTRUCT 20' LONG 16" DIA. 0.30" (MIN.) THICK STEEL CASING PER CMSD STD. S -111 EA. 3 4 MILL AND OVERLAY STREET SECTION PER CITY ENGINEER REQUIREMENTS L.S. L.S. 5 CONSTRUCT SEWER CONNECTION AT MANHOLE EA. 1 6 CONSTRUCT NEW CONNECTION AT PUMP STATION EA. 1 7 CONSTRUCT BY -PASS CONNECTION L.S. 1 8 CUT & PLUG EXISTING 8" SEWER FORCE MAIN L.S. L.S. 9 REMOVE EXISTING BYPASS CONNECTION AND RETURN VALVES TO CITY YARD L.S. L.S. 00 GYG� PAULARINO AVE. BAKER ST, o AVE. L CAMINO o �! a co CD � ARLINGTON DR. SWAN D MERRIM �Q. w AIR fr WILSON fr 9X VICI ORI ON A ST. w N HAMILTON ST, P� r'2' QO `��m P� N.T.S. W. 19th. ST. W. 8th¢ Z ST s z f T. sr OQ' UTILITIES: GENERAL NOTES 1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT. 2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. (714) 631 -1731. 3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED UNACCEPTABLE. 4. CONTRACTOR SHALL OBTAIN C.M.S.D. SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE PUBLIC SERVICES DEPARTMENT, CITY OF COSTA MESA, 77 FAIR DRIVE. (714) 754 -5323. 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED FROM THE LOCAL GOVERNING AGENCY AND COMPLY WITH PERMIT REQUIREMENTS. 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND C.M.S.D. STANDARD PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TIMES. 7. CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR MAIN LINE SEWER. TYPE "D" JOINTS, BAND -SEAL OR APPROVED EQUAL, ARE APPROVED FOR LATERALS AND REPAIR WORK ONL Y. 8. 6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT. 9. ALL LATERALS SHALL BE CONSTRUCTED PRIOR TO SURFACING OF STREETS. 10. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS. 11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL. 12. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL BE RAISED TO GRADE PER STD. DWG. NO. S -105. 13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A- 1270, OR APPROVED EQUAL. COVER TO BE STAMPED 'SEWER'. 14. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN RAISED TO GRADE. 15. PVC PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE DISTRICT ENGINEER. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING WARNING DEVICES, FLASHING ARROW BOARDS, LIGHTS AND FLAGMEN IN ACCORDANCE WITH "WORK AREA TRAFFIC CONTROL HANDBOOK" PUBLISHED BY BUILDING NEWS, INC., LATEST EDITION. 17. TRENCH BACKFILL MATERIAL WITHIN THE LIMITS OF THE CITY OF COSTA MESA (CCM) SHALL BE CRUSHED MISCELLANEOUS BASE OR SLURRY AS DETERMINED BY CCM AND SHALL BE INSTALLED PER CCM STD. 813. TRENCH RESURFACING SHALL BE PER CCM STD, 813. A PERMIT SHALL BE OBTAINED FROM CCM PRIOR TO COMMENCING WORK. PIPE BEDDING SHALL BE PER CMSD STD. S -112. 18. NEW STRUCTURAL SECTION BEYOND TRENCH SHALL BE 10" FULL DEPTH AC OVER COMPACTED NATIVE SOIL. Underground Service Alert CALL: TOLL FREE 1 -800 422 -4133 TWO WORKING DAYS BEFORE YOU DIG HE VISIONS NO. DATE DESCRIPTION / 0310[19 PLAN .FIG,VED BY C/TY EiYG /NEE.2 PROJECT NO. 1112100 -142 PLANS FOR RECONSTRUCTING FORCE MAIM FOR ADAMS PUMP STATION IN THE CITY OF COSTA MESA. MACARTHUR BLVD. N AVE. 10 T.9M SO, AST DR w V GISLER AVE. DIE O RTE 4 00 GYG� PAULARINO AVE. BAKER ST, o AVE. L CAMINO o �! a co CD � ARLINGTON DR. SWAN D MERRIM �Q. w AIR fr WILSON fr 9X VICI ORI ON A ST. w N HAMILTON ST, P� r'2' QO `��m P� N.T.S. W. 19th. ST. W. 8th¢ Z ST s z f T. sr OQ' W. 16th 0 CL s sr4 TAP sT r AREA OF CONSTRUCTION LOCH TION MAP 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. CONTRACTOR TO NOTE HOURS 18 OF CONSTRUCTION 19. TRAFFIC CONTROL NOTE:00\N B. H CONTRACTOR SHALL FURNISH AND SUBMIT A TRAFFIC y NO. CONTROL PLAN TO THE CITY OF COSTA MESA ENGINEERING C7 RC 31720 DIVISION FOR APPROVAL PRIOR TO RECEIVING PERMIT TO EXP. 12/31/96 BEGIN WORK. BENCHMARK: He" 244 -77 O.C.S. LOCATED ON THE NORTH SIDE OF ADAMS AVE., 1.1. MI W/O HARBOR BLVD., OR 0.4 MI E/O EAST SIDE OF ADAMS AVE. BRIDGE OVER SANTA ANA RIVER; 82.7' W/O EAST END OF 6' CHN. LNK.; 1' SIC FENCE; 7.5' BW, 50' N/O CL ADAMS AVE.; FLUSH WITH SW, SET IN TOP OF CONC. POST ELEV. 31.974 1976 CITY OF COSTA MESA \9 CIVIV � OF c�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c JNOZ RCE 47643 DATE CITY ENGINEER RO IN B. HAMERS R.C.E. 31720 2 z3 qf� DATE RECONSTRUCTING FORCE MAIN FOR ADAMS PUMP STATION SHEET 1 OF 3 1, v n x W ' g 1�0 , or 7V l – N O Z 30 LLA uj Z W co CO LINE TRACTOR TO POTHOLE WATER TO DETERMINE ELEVATION PRIOR TO AN CONSTRUCTION 20' 10.00 10.00' W Z v' Z h EXIST. PUMP STATION co Q EXIST. F.S. OVER PROPOSED SEWER FORCE MAIN 2 0 N STA. 20.27.3 +1 REVISED LOCATION OF 8" DIP FORCE MAIN ryryY06���,' 1 10.54 INV. 6 STA. 24 +00.10 `� - BYPASS ASSEM. ^2 N STA. 23 +90 ACTUAL LOCATION ANTICIPATED LOCATION .} 7.80 INV. OF EXIST. O EXI 10" W : 8.73 I 3 °o ±19.861 INV. STA. 24+09.57 8" -45• ELBOW 2 PROPOSED 8" FORCE AIN (o7.75 INV. ACTUAL LOCATION OF TEL. TU LINE OF EXIST. 3" GAS co ro 24 +00 23 +00 22 +00 21 +00 20 +00 19 +00 SCALE 18 +00 17 +00 16 +00 15 +00 14 +00 13 +00 12 +00 6" DIA. BRONZE QUICK HORIZ. 1 " =40' B CONNECTING COUPLING PEERSCIITYE VERT. 1 ".4' UPON EXCAVATION OUTSIDE STATION NGINEERENT (MALE) WALL, IF CMSD INSPECTOR DETERMINES NEW 8" DIP NEW 8" REQUIREMENTS DIP CONSTRUCTION NOTES THAT EXISTING FORCE MAIN IN WALL VALVE BOX o 24" MANHOLE 5.00' SHOULD BE REPLACED To FACILITATE • & COVER 0l CONSTRUCT 8" DIP, PRESSURE CLASS 350 (MIN.), RESTRAINED, PUSH -ON -JOINT CONSTRUCTION OF NEW FORCE MAIN, PUMP STATION WALL 4.50' CONTRACTOR SHALL DO SO IN a z (ANSI /AWWA C 1511A 21.51), PROTECTIVE COATING: INTERIOR- 8 MIL. COAL TAR AN ACCEPTABLE FASHION AT NO GATE VALVE 8 "x8 "x6" Cl TEE o�Ra ¢ 2.50' –' EPDXY NO. 300 -M (KOPPERS CO.), EXTERIOR- 1 MIL. ASPHALTIC COATING COST TO THE DISTRICT 8" (SEE SPECS) 8 �� Y OR LESS PER & 8 MIL. POLYETHYLENE ENCASEMENT. \ � " � � m CMSD INSPECTOR "'.< • 6" GATE VALVE o a',' Z �,. 8 SHANTAR DRIVE 2 O CONSTRUCT 8" DIP- 45 " BEND, RESTRAINED PUSH -ON JOINT (ANSI /AWWA C111/A21.11) WITH COATING. EXIST. 8" DIP (SEE SPECS) 80� NEW 8" DIP (FLG.xFLG.) a y� ;��p� �d� I 03 CONSTRUCT 20' LONG 16" DIA. 0.30" (MIN.) THICK STEEL CASING PER CMSD STD. S -111. 8� © CONSTRUCT NEW CONNECTION AT PUMP STATION PER DETAIL 'A'. 24" IDxl6" GRADE 24" IDx16" RING C.M.B. GRADE RING I 07 CONSTRUCT BY -PASS CONNECTION PER DETAIL 'B'. � EXIST. 8" CURB & GUTTER • ® CUT & PLUG EXISTING 8" SEWER FORCE MAIN NEW 8" DIP -114 BEND (45 ") _ 6" DIA Cl ?I Q9 REMOVE EXISTING BY -PASS CONNECTION & RETURN VALVES TO CITY YARD. (FLG.xFLG.) 6" DIA. Cl LONG PROPOSED 8" FORCE MAIN z'• BODY 90" BEND ti ui DETAIL 'A' —— THRUST BLOCK SECTION A -A U �Q �j� 14 SECTION B -B EXIST. WET WELL –\ NTS klo� SMH B THRUST BLOCK DET_ AS U a (15.64)RIM ¢ (1.54)INV. -OU GRATEW DETAIL 8 "x8 "x6" Cl TEE W \Q ^0� °I (15.1p)T�L .EL PANEL °o \0' (l )LI 3 A Z 18.45 1 PULL BOX POLE TRA . l 1 to y ^� Aft �� BW /CHN. LNK. FENCE a • SDMH P • PP P PP IG.POIE ' k. I Jr TRAF. SIG. scN O PE 0 6 A l l • l •�q l � �\24" Y� l l l ° y l • CCU ATER L - --1*�. ? j ail 0 h g h D• tx• a lx M N y h P l N n ..kD POTH E 0 )� b Y C _' — —1 _l — — — N �— EXIST. 8" ASBESTOS CEMENT SEWER FORCE MAIN y h 0 TRAFEI \0• PULL BOX EXIST. 4" GAS o I ^0 - -. 2 .(iJ �.V .(il�V .(U N/ tp tp 'CiJ (�V 'C(� ��— �� ,ail N O �V ,(IJl�V N �U N b� �� �? o q a� �3 ah �h ab �� . aax l�U " ° yy . y�eh� - �b' 5 0 5• � uj 5 \1�'ti� EXIST. STRIPING (TYP.) ao I \ L ¢. I m A NOTE 'A' ui EXISTING 8" FORCE MAIN SHALL BE LEFT IN SERVICE DURING CONSTRUCTION OF ADAMS AVENUE ° i 14 NEW SEWER FORCE MAIN, a U CONTRACTOR SHALL MAKE TIE -IN AT BOTH ENDS SIMULTANEOUSLY DURING w co PIPE REMOVAL NO CMSD PROJECT NO. 1112100 -142 EARLY MORNING HOURS WHEN EXISTING a I DISTRICT WILL REQUIRE PROOF THAT ALL SHEET STATION CAN BE SHUT DOWN FOR U I EXISTING ASBESTOS CEMENT PIPE REMOVED APPROXIMATLY 4 -5 HOURS. m DURING THE CONSTRUCTION OF THE PROJECT 3 CONTRACTOR IS RESPONSIBLE FOR HAVING A BY SYSTEM AVAILABLE IF NEEDED ALBATROSS DRIVE SHALL BE DELIVERED TO A LICENCED FACILITY RECONSTRUCTING FORCE MAIN -PASS HANDLING TOXIC MATERIALS. – z AT ANY TIME DURING THE PROJECT TO F&W ADAMS PUMP STATION OF INSURE THE PUMPING STATION CAN OPERATE NORMALLY. THE EXISTING PUMPS PUMP AT 500 GPM AT 85 FEET TDH. 3 1�0 , or 7V l –