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S-2012-2.1-2.10COSTA MESA SANITARY DISTRICT IRVINE FORCE MAIN REHABILITATION, PHASE II SEWER NOTES EXISTING SEWER MAINS AND LATERALS SHALL REMAIN IN SERVICE AT ALL TIMES DURING CONSTRUCTION. 2. CONTRACTOR SHALL PROVIDE A DIVERSION PLAN FOR EXISTING SEWAGE FLOW DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, PUMPS, TEMPORARY HOSES OR PIPING, PUMPER TRUCKS, PLUGS, AND ANY OTHER EQUIPMENT NECESSARY FOR THE DIVERSION OF EXISTING SEWAGE FLOW. ALL EQUIPMENT USED FOR SEWER FLOW DIVERSION SHALL BE REMOVED FROM STREET RIGHT -OF -WAY AT THE END OF EACH WORKING DAY SO ALL LANES OF TRAFFIC CAN BE OPENED TO NORMAL OPERATIONS DURING NON - CONSTRUCTION HOURS. ALL EQUIPMENT USED FOR SEWER FLOW DIVERSION IN STREET RIGHT -OF -WAY SHALL BE PLACED IN DESIGNATED WORK AREAS PER TRAFFIC CONTROL DRAWINGS OR BURIED IN SHALLOW TRENCH. CROSSOVER RAMPS FOR TEMPORARY PUMP SUCTION AND DISCHARGE LINES WILL NOT BE ALLOWED AT ANYTIME DURING CONSTRUCTION. 3. ALL SEWER MAINS HAVE BEEN DESIGNED AROUND THE ASSUMPTION THAT THE LOCATION OF ALL EXISTING UTILITIES AS WELL AS EXISTING SEWER FACILITIES ARE AS SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXPOSE ALL PIPELINES INVOLVED IN CONSTRUCTION TO VERIFY THE LOCATION, ELEVATION, AND PIPE MATERIALS PRIOR TO CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS IN THE FIELD BASED UPON ACTUAL FIELD CONDITIONS IN A MANNER ACCEPTABLE TO THE DISTRICT. 4. THE INSTALLATION OF PROPOSED SEWER FACILITIES SHALL BE IN CONFORMANCE WITH PROJECT SPECIFICATIONS. 5. SEWER MAINS SHALL BE CLEANED WITH A HIGH PRESSURE JETTER PRIOR TO LEAKAGE AND INFILTRATION TESTS. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND TRASH FROM MANHOLES AFTER EACH REACH OF SEWER HAS BEEN CLEANED. 6. SEWER MAINS, MANHOLES, AND APPURTENANCES SHALL BE AIR TESTED FROM MANHOLE TO MANHOLE FOR LEAKAGE AND INFILTRATION PER SECTION 306 -1.4.4 OF THE GREENBOOK IN THE PRESENCE OF THE DISTRICT INSPECTOR, AFTER THE TRENCH BACKFILL AND COMPACTION APPROVED BY DISTRICT INSPECTOR. 7. G PIPE MANDRELING AND CLOSED- CIRCUIT TELEVISION EQUIPMENT 8. DISTRICT INSPECTOR. 9. C 10. CONTRACTOR SHALL CONFORM TO THE MINIMUM SEPARATION REQUIREMENTS BETWEEN STORM DRAIN AND SEWER MAIN CROSSINGS PER CMSD STD DWG NO. S -109. CMSD STANDARD SEWER 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. TELEPHONE: 9491631 -1731. 3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED UNACCEPTABLE. 4. CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE COSTA MESA SANITARY DISTRICT, 628 W. 19TH STREET, COSTA MESA, CA 92627. 9491645 -8400 EXT. 229. 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE LOCAL GOVERNING AGENCY. 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD 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 ONLY. 8. 6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT. 9. ALL LATERALS SHALL BE PLACED 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. IF MINIMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET, SPECIAL CONSTRUCTION REQUIREMENTS ARE TO BE USED PER STD. DWG. NO. S -110 -A OR S- 110 -B. 17. DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS NOT FOUND IN FIELD OR FOUND TO BE DEFECTIVE. 18. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE CONSTRUCTED PER STD. DWG. NO. S -112. 19. CONTRACTOR TO EITHER REPLACE EXISTING 6" VCP LATERAL IN STREET RIGHT OF WAY W /NEW LATERAL PER CMSD STD S -104 -A OR PERFORM CCTV OF EXISTING LATERAL AND PROVIDE VIDEO TO THE COSTA MESA SANITARY DISTRICT. DAMAGED PORTIONS OF EXISTING LATERAL SHALL BE REPAIRED (IF ANY). REVISIONS Undeground Service Alert NO. DATE DESCRIPTION �EVCR E roo CALL: TOLL FREE 16 8 12 CONSTRUCTION CHANGES ° 1- 800 - 422 -4133 - -- TWO WORKING DAYS BEFORE YOU DIG UH Q)V 00OVI IdEg� 1H[@ GENERAL NOTES 11. ALL CONSTRUCTION SHALL CONFORM TO THE COSTA MESA SANITARY DISTRICT'S STANDARD PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF SANITARY SEWERS" AS LAST REVISED, UNLESS OTHERWISE INDICATED ON THE PLANS OR BY PROJECT SPECIFICATIONS. U�uj\VV� \u/ ILJfNVVI IL �� 2. ONTRACTOR SHALL SUBMIT TO THE DISTRICT A DETAILED CONSTRUCTION SCHEDULE WITHIN CAP PROJECT NO. 71 SCHEDULE IS APPROVED BY THE DISTRACT THE PRE - CONSTRUCTION MEETING SHALL BE F COSTA TWO (2) WEEKS PRIOR TO THE START Or WORK AND INCLUDE REPRESENTATIVES FROM THE CITY OF COSTA MESA, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, CALTRANS, AND ALL OTHER AGENCIES AFFECTED BY WORK. 3. CONTRACTOR SHALL PROVIDE NOTIFICATION OF WORK LETTER TO RESIDENTS AND BUSINESSES .AFFECTED BY CONSTRUCTION AT LEAST 48 HOURS BEFORE BEGINNING ANY CONSTRUCTION WORK. THE NOTIFICATION LETTER SHALL BE APPROVED BY THE DISTRICT PRIOR TO DISTRIBUTION. VICINITY MAP NTS N0110E TO CONTRACTORS: ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL PERSONS ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL RELATIONS, DIVISION OF INDUSTRIAL SAFETY AND HEALTH, "CONSTRUCTION SAFETY ORDERS." THE DISTRICT ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THESE ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE COSTA MESA SANITARY DISTRICT AND THE DISTRICT ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, RkAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE COSTA MESA SANITARY DISTRICT, OR THE DISTRICT ENGINEER. THE EXISTENCE, APPROXIMATE LOCATION AND EXTENT OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN HEREON HAVE BEEN OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. IF THE CONTRACTOR, WHILE PERFORMING THE CONTRACT, DISCOVERS UTILITY FACILITIES NOT SHOWN HEREON. HE SHALL IMMEDIATELY NOTIFY THE DISTRICT ENGINEER IN WRITING. SHEET INDEX SHT N0. DESCRIPTION 1 TITLE SHEET, VICINITY MAP, NOTES 2 LOCATION MAP, PUBLIC AGENCIES & UTILITIES, STANDARD SYMBOLS, ABBREVIATIONS, BASIS OF BEARINGS, BENCH MARK 3 IRVINE FORCE MAIN REHABILITATION PLAN VIEW 4 IRVINE FORCE MAIN REHABILITATION PLAN AND PROFILE, STA. 33 +00.00 TO STA. 27 +50.00 5 IRVINE FORCE MAIN REHABILITATION PLAN AND PROFILE, STA. 27 +50.00 TO STA. 21 +25.00 6 IRVINE FORCE MAIN REHABILITATION PLAN AND PROFILE, STA. 21 +25.00 TO STA. 15 +50.00 7 IRVINE FORCE MAIN REHABILITATION PLAN AND PROFILE, STA. 15 +50.00 TO STA. 9 +75.00 8 IRVINE FORCE MAIN REHABILITATION PLAN AND PROFILE, STA. 9 +75.00 TO STA. 4 +90.00 9 DETAILS 10 THRUST BLOCKS AND TRENCHING DETAILS �N �� 2 ROBIN B. HAMERS _ Z tU RCE NO. 31720 m � EXP. ' 2/31 /2012 9� OF CAV \FO 4. JOB SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL REQUEST INSPECTION FROM OFFICE OF THE DIS T P AT LEAST TWO WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. NO FACILITIES SHALL BE BACKFILLED UNTIL OBSERVED BY THE DISTRICT INSPECTOR, ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED UNACCEPTABLE. 6. THE CONTRACTOR SHALL OBTAIN A CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE CMSD OFFICE AT 628 WEST 19th STREET, COSTA MESA, CA 92627 (949) 645 -8400 EXTENSION 229. 7. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY THE CITY OF COSTA MESA, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, CALTRANS, AND OTHER LOCAL GOVERNING AGENCIES. THE DISTRICT SHALL BE RESPONSIBLE FOR ALL PERMIT AND INSPECTION FEES. 8. THE CONTRACTOR SHALL IMPLEMENT A TRAFFIC CONTROL PLAN FOR CONSTRUCTION AREAS AND COMPLY TO CONSTRUCTION WORK HOURS IN CONFORMANCE WITH THE TRAFFIC CONTROL DRAWINGS. 9. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT -OF -WAY. 10, THE CONTRACTOR SHALL MAINTAIN THE WORK AREAS IN A NEAT, SAFE, C, LEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE DISTRICT. STREETS SHALL BE KEPT CLEAN OF DEBRIS, DUST, AND OTHER NUISANCE AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN -UP OF ADJACENT STREETS AFFECTED BY CONSTRUCTION. THE CONTRACTOR SHALL HAVE A VACUUM /BRUSH TYPE SWEEPER ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 11. ALL PAVEMENT REMOVAL NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT SHALL BE SAW CUT PRIOR TO REMOVAL AND REPLACED IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS AND TO THE SATISFACTION OF THE DISTRICT AND GOVERNING AGENCY, DISPOSAL OF REMOVED PAVEMENT SHALL BE AT AN APPROVED DUMP SITE. 12. ALL CONCRETE DRIVEWAYS, SIDEWALKS OR CURBS TO BE REMOVED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS AND TO THE SATISFACTION OF THE DISTRICT AND GOVERNING AGENCY. 13. THE CONTRACTOR SHALL REPAIR AND RESTORE EXISTING CURB AND GUTTER, SIDEWALK, LANDSCAPE AND SURFACE IMPROVEMENTS IN PUBLIC RIGHT OF WAY OR PRIVATE PROPERTY DAMAGED DURING CONSTRUCTION TO ORIGINAL CONDITION TO THE SATISFATION OF THE DISTRICT AND GOVERNING AGENCY. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF EXCESS MATERIAL NOT USED DURING CONSTRUCTION AT AN APPROVED DUMP SITE. 15. ALL TRENCHING AND /OR SHORING SHALL MEET REQUIREMENTS OF CAL -OSHA. GROUNDWATER MAY BE PRESENT DURING CONSTRUCTION OF THE PROPOSED FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF A DEWATERING PLAN IN CONFORMANCE WITH ALL REGIONAL WATER QUALITY CONTROL BOARD REQUIREMENTS. 16. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL EITHER BACKFILL WITH TEMPORARY PAVEMENT AT 2" MINIMUM THICKNESS OR STEEL PLATE ALL EXCAVATIONS WITHIN STREET RIGHT -OF -WAY SO ALL LANES OF TRAFFIC CAN BE OPENED TO NORMAL OPERATIONS DURING NON- CONSTRUCTION HOURS. STEEL PLATES SHALL HAVE NON -SKID SURFACE. THE CONTRACTOR SHALL RECESS STEEL PLATES ON TOP OF MILLED SURFACE A MINIMUM OF 18 INCHES ON ALL SIDES OF THE TRENCH. STEEL PLATES SHALL BE INSTALLED TO THE SATISFACTION OF THE COSTA MESA SANITARY DISTRICT, CITY OF COSTA MESA, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, AND CALTRANS. CONTRACTOR SHALL PROVIDE STRUCTURAL DESIGN AND CALCULATIONS FOR STEEL PLATES THAT SPAN GREATER THAN 5' -3" UNDER THE DIRECTION OF AND SEALED BY A CALIFORNIA PROFESSIONAL ENGINEER. 17. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST 48 HOURS BEFORE BEGINNING ANY CONSTRUCTION WORK. 18. EXISTING BENCHMARK /MONUMENT: ANY BENCHMARK OR MONUMENT WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA CIVIL ENGINEER REGISTERED PRIOR TO DECEMBER 31, 1981 OR A LICENSED LAND SURVEYOR. 19. EXISTING UTILITIES AND STRUCTURES VERIFICATION: THE EXISTENCE AND LOCATION OF ANY EXISTING UTILITIES AND STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND STRUCTURES. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES AND STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION 0=, AND ANY DAMAGE TO THOSE LINES AND STRUCTURES. ALL COST OF POTHOLING AND EXPOSING SHALL BE BORNE BY THE CONTRACTOR. 20. UTILITIES CONFLICT: IF THE EXISTING UTILITIES OR STRUCTURES DIFFER FROM THOSE SHOWN ON THE PLANS AND THERE IS A CONFLICT WITH THE PROPOSED FACILITIES, THE CONTRACTOR SHALL NOTIFY THE DISTRICT IN WRITING IMMEDIATELY TO DETERMINE THE DESIGN CHANGES OR RELOCATIONS REQUIRED TO ELIMINATE THE CONFLICT. 21. WATER POLLUTION CONTROL: THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. EFFECTIVE BMP'S (BEST MANAGEMENT PRACT,CES) SHALL BE IMPLEMENTED TO PREVENT POLLUTED DISCHARGES FROM ENTERING STREETS, GUTTERS, STORM DRA'NS, AND RECEIVING WATERS. THE INSTALLATION AND MAINTENANCE OF BMP'S IS THE CONTRACTOR'S RESPONSIBILITY, AND FAILURE I To PROPERLY INSTALL OR MAINTAIN EFFECTIVE BMP'S MAY RESULT IN ENFORCEMENT ACTION BY THE GOVERNING AGENCY. IF INSTALLED BMP'S FAIL, THEY MUST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE ALTERNATE WITHIN 24 HOURS, OR AS SOON AS SAFE TO DO SO. REFER TO CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) CONSTRUCTION BMP HANDBOOK AVAILABLE ON -L•NE AT WWW.CABMPHANDBOOKS.COM FOR PROPER IMPLEMENTATION OF CONSTRUCTION BMP'S. AS-BUILT 22. CONTRACTOR SHALL NOT RECEIVE EXTRA COMPENSATION FOR NIGHT WORK. 06/08/2012 COSTA MESA SANITARY DISTRICT D S RICT ENGINEER 4 f ROB,N B. HAMERS 01/09/2012 R.C.E. 31720 DATE COSTA MESA SANITARY DISTRICT PROJECT NO. 171 IRVINE FORCE MAIN REHABILITATION -PHASE II o OF LOCATION MAP NOT TO SCALE STANDARD SYMBLOLS CE CENTERLINE W EXISTING WATER LINE - SIZE AS INDICATED AGGREGATE BASE PROPOSED SEWER LINE - SIZE AS INDICATED S - - S- - EXISTING SEWER LINE - SIZE AS INDICATED SD EXISTING STORM DRAIN - SIZE AS INDICATED IRRIGATION - - - E - - EXISTING POWER CABLE - -- T - -- EXISTING TELEPHONE CONDUIT - -- TV - -- EXISTING UNDERGROUND T.V. CABLE -- TS -- EXISTING TRAFFIC SIGNAL CONDUIT - G - EXISTING GAS LINE - SIZE AS INDICATED - - - - EXISTING RIGHT -OF -WAY LINE EXISTING CONCRETE CURB BEGIN CURB RETURN MIN EXISTING WATER VALVE ® PHONE NO. FH CATV CABLE TELEVISION EXISTING FIRE HYDRANT (F.H.) y EXISTING WATER METER (W.M.) - SINGLE EXISTING WATER METER (W.M.) - DOUBLE NTS EXISTING CATCH BASIN (C.B.) JOE BARRIOS PROPOSED MANHOLE (M.H.) CCP CONCRETE CYLINDER PIPE EXISTING MANHOLE (M.H.) G EXISTING ELECTRICAL OR TELEPHONE VAULT CF EXISTING TREE POWER POLE EXISTING SHRUBS eDENOTES DETAIL NUMBER 8 DENOTES SHEET NUMBER TV DENOTES TYPE OF UTILITY CROSSING (IN PROFILE) DENOTES APPROXIMATE HORIZONTAL POSITION OF POINT CITY OF NEWPORT BEACH - OPERATIONS GEORGE MURDOCH UTILITY CROSSING (IN PROFILE) ABBREVIATIONS REVISIONS NO. ! DATE I DESCRIPTION 618112 CGNSTRUCTON CHANGES Undeground Service Alert aEFOae yon CALL: TOLL FREE 1- 800 - 422 -4133 TWO WORKING DAYS BEFORE YOU DIG �QRprt�>S/�\ co ROBIN B. HAMERS�� w RCE NO. 31720 m d EXP. 12/31/2012 CIVIL OF CAL�Fp COSTA MESA SANITARY DISTRICT D S1RIC1 LNG NLLR 4f ROBIN B. TAMERS AS -BUILT 06/08/2012 COSTA MESA SANITARY DISTRICT SHEET PROJECT NO. 171 IRVINE FORCE MAIN 2 0110912012 REHABILITATION -PHASE It R.C.E. 31 120 DATE OF AB AGGREGATE BASE INV INVERT ABAND ABANDONED IRR IRRIGATION PUBLIC AGENCIES & UTILITIES AC ASPH ASPHALT CONCRETE ASPHALT PAVEMENT LAT LF LATERAL LINEAR FEET BC BEGIN CURVE MH MANHOLE BCR BEGIN CURB RETURN MIN MINIMUM AGENCY CONTACT PHONE NO. CATV CABLE TELEVISION NAP NOT A PART CB CATCH BASIN NTS NOT TO SCALE ADELPHIA (TIME WARNER CABLE) JOE BARRIOS 714- 709 -3390 CCP CONCRETE CYLINDER PIPE PROPERTY LINE CF CURB FACE PP POWER POLE AT &T LENE KUTZLE 714 - 666 -5503 CMSD COSTA MESA SANITARY DISTRICT PT POINT CITY OF NEWPORT BEACH - OPERATIONS GEORGE MURDOCH 949 - 718 -3401 CO CLEAN OUT (SEWER) PVMT PAVEMENT CONC CONCRETE CITY OF NEWPORT BEACH - TRAFFIC SIGNALS GEORGE BERNARD 949- 644 -3348 R RADIUS CONT CONTINUOUS RCP REINFORCED CONCRETE PIPE CITY OF NEWPORT BEACH - INSPECTOR T.B.D. 949- 644 -3311 CE CENTERLINE REBAR REINFORCING STEEL DIA DIAMETER COMCAST CABLE ARNEL GANZON 951 - 549 -3977 REQ'D REQUIRED DISTRICT DRAWING R/W RIGHT -OF -WAY COSTA MESA SANITARY DISTRICT ROBIN HAMERS 949- 631 -1731 DWG DRAWING SCH SCHEDULE ELLER MEDIA COMPANY KEVIN KOCIC 310 - 755 -7299 EC END CURVE SD STORM DRAIN IRVINE RANCH WATER DISTRICT BRAD JACKSON 949 - 453 -5611 BASIS OF BEARINGS EL ELEVATION SHT SHEET EXIST. EXISTING STA STATION MCI DEAN BOYERS 972 - 729 -6322 THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. FG FINISHED GRADE STD STANDARD HORIZONTAL CONTROL STATION GPS NO. 6169R1 AND STATION GPS NO. 6157R1 FH FIRE HYDRANT MESA CONSOLIDATED WATER DISTRICT MARK PELKA 949 - 631 -1200 BEING NORTH 49'22'26" WEST, PER RECORDS CN FILE IN THE OFFICE OF THE TC TOP OF CURB METROPOLITAN WATER - ORANGE COUNTY SUBSTRUCTURES TEAM 213 - 217 -6679 COUNTY SURVEYOR. FM FORCE MAIN TS TRAFFIC SIGNAL FO FIBER OPTICS DATUM STATEMENT TYR TYPICAL MPOWER COMMUNICATIONS MARK SAWYER 949 - 864 -1664 FS FINISHED SURFACE VCP VITRIFIED CLAY PIPE HPG HIGH PRESSURE GAS ORANGE COUNTY WATER DISTRICT CHRIS OLSON 714- 378 -3232 COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM VERT VERTICAL (CCS83), ZONE VI, 1983 NAD, (2007.00 EPOCH OCS GPS ADJUSTMENT). ALL HOR (HORIZ) HORIZONTAL WM WATER METER SC EDISON — DISTRIBUTION EDISON OPERATOR 626 - 302 -1212 DISTANCES SHOWN ARE GROUND, UNLESS OTHERWISE NOTED. TO OBTAIN GRID HWY HIGHWAY DISTANCES MULTIPLY GROUND DISTANCE BY 0.99997304 AT PT. #10014. SC EDISON — TRANSMISSION WALLACE ZIMMERMAN 714 - 973 -5409 SC GAS — DISTRIBUTION DAVE RAND 714- 634 -3034 BENCHMARK SC GAS — TRANSMISSION ROSALYN SQUIRES 818 -701 —4546 TRANSPORTATION CORRIDOR AGENCIES DAVID LOWE 949- 754 -3488 ELEVATIONS SHOWN HEREON ARE BASED ON O.C.S. VERTICAL CONTROL DATA SHEET BM CM -51 -89 AS ELEVATION 65.967' (NAVD88 2005 ADJUSTMENT). XO COMMUNICATIONS MATT BERGINE 949- 417 -7841 REVISIONS NO. ! DATE I DESCRIPTION 618112 CGNSTRUCTON CHANGES Undeground Service Alert aEFOae yon CALL: TOLL FREE 1- 800 - 422 -4133 TWO WORKING DAYS BEFORE YOU DIG �QRprt�>S/�\ co ROBIN B. HAMERS�� w RCE NO. 31720 m d EXP. 12/31/2012 CIVIL OF CAL�Fp COSTA MESA SANITARY DISTRICT D S1RIC1 LNG NLLR 4f ROBIN B. TAMERS AS -BUILT 06/08/2012 COSTA MESA SANITARY DISTRICT SHEET PROJECT NO. 171 IRVINE FORCE MAIN 2 0110912012 REHABILITATION -PHASE It R.C.E. 31 120 DATE OF V CIO NV d'- y H n o� REVISIONS N0. I DATE I DESCRIPTION 618112 CONSTRUCTION CHANGES V , SHEET 6 \/ y SHEET 7 �' Undeground Service Alert R CALL: TOLL FREE 1- 800 - 422 -4133 TWO WORKING DAYS BEFORE YOU DIG ;OBIN B. HAMERS RCE NO. 31720 1 XP. 12/31 /201 �( • s i� CIV1� \OF CA1-� T 5 W t J a CONTRACTOR TO VERIFY INSIDE DIAMETER OF EXISTING 14" FORCE MAIN PRIOR TO CONSTRUCTION AS -BUILT 06/08/2012 COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHIM DISTRICT ENGINEER PROJECT NO. 171 IRVINE FORCE MAIN 3 0110912012 REHABILITATION -PHASE 11 ROBIN B. HAMERS R.C.E. 31720 DATE OF 10 V 0 0 Z O a Lu __ -- -�__�_ _ z Q - -� - -- - - -_ - -. ._- - _--- ._- _. -. -_ - .____.___ _ - -_ _ - -__ -w LAUNCHING /RECEIVING PIT, 3.0' TO TOP LAUNCHING /RECEIVING PIT (15'x4'), 2.5' TO TOP EXIST. SURFACE OVER FORCE MAIN EXIST.! 14" DIP TO REMAIN RIT- PIT ELIMINATED Z rn U EXIST. 14" FORCE MAIN (DUCTILE IRON) z az y W n Lo + ^ -H Lo Z — ..... W 0 N (S= 0.0072) uj d �Q Z 6 w ? z > V EXIST PUMP N ,',STATION INSTALL 12" HOPE PIPE DR21 INSIDE OF 14" FORCE MAIN c ) , N SC&E HORIZ. 1 ° =20' VERT. 1"=2' i 33 +00 32 +00 31 +00 30 +00 29 +00 28 +00 �- .. . ._._..._._ L V \. i / i !� L R j ELDEN PUMP STATION ' . '_--------- _'_ n + . -: \ J W ---------- _ 5 5 _ - Lu 0 _.._.._. -- uj F ul o P \.....r _ ❑, .'` — - - - -- —i -- �� ° - - - - -- -- =` —f- sue- --Q —� — — — -- \ -' - -- _ - -- - \ 7 - -.r - G - - G - G _.. ___. — — — — — _. _ o <., XIST. 30" H.P. (WS LINE �\ p J 5 8 �i7 8 ZoQ ATLAS) 32 i4 i' 3i7 28 - _- N — S —� "IV —iA� — �1L - _._. nI / :..T� _ .. __ \._ 15 —� .=� . s `v o r —' ii+. — 1^ _ �l ti ._ \ _'� 11.5 � � b' -. J . 11 < ;, _ /_.. � .� �— -- <\ -- , -- ' 29 +70.6 t•� s ` - SMH \, -z X 9.5' & 15.9`-' -DEEP \ / L / ; , K/W/ \ / i ..., -_ ..i r- EXIST. LEPyON Ll E / ,.. __..._..— ... - � \ C 9 +98.50 ATLAS) /' \ - IST. -- - j 13.:B?: DEEP , � ; _/ ,, \ I � jr \\ ....... TELEPH E LNE .... � .\ -- I �5' j \_ 3 ._J \ \ ._l', 1, 1• TI LA pvG T In NVSTALL HOPE BIB - } r\ , , I I I %1 + : i r i. J ;; .$5p' - STA. 33 +01.20- ._� • IkST/Ul 12 HOPE PIPE OF 14 FORCE ANN. OF' - - - 50 ELDEN VENUE INT. MESA DR. & ELDEN AVE. © RE- CONSTRUCT FORCE MANV AT PUMP STATM PER •� 9. 'a MESA DRIVE CONTRACTOR TO VERIFY INSIDE DIAMETER OF EXISTING °" ® CONSTRUCT 8 CURB & GUTTER PER OTY OF COSTA MESA SID. DWQ 312 14 FORCE MAIN PRIOR TO CONSTRUCTION AS -BUILT 1 ® CONSTRUCT TRENCH REPLACEMENT PER CITY OF COSTA MESA STD. DNS. 813 06/08/2012 AND DETAL ON SHEET 10, REVISIONSFESS/ �� COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT S"� Undeground OR a Service Alert CALL. ToLL �1)as h ROBIN B. HAMERS C Z W RICE N0. 31720 PROJECT NO. 171 4 DISTRICT ENGINEER NO. DATE DESCRIPTION 618112 CONSTRUCTION CHANGES IRVINE FORCE MAIN 0* EXP. 12/31/201 s9� cIv�\, D,/D9/2D12 REHABILITATION -PHASE 11 TWO WORKING DAYS BEFORE YOU DIG OF\ ROBIN B. HAMERS R.C.E. 31720 DATE OF 10 V 0 0 W cc W y W Z J O h N H REVISIONS N0. I DATE DESCRIPTION •X Undeground Service Alert R CALL: TOLL FREE 14X10 -4n -4ip* TWO WORKING DAYS BEFORE YOU DIG CONCTRUCTION NOTES Q CONSIRUCTLAI VG/WCE1VM PIT TO INSTALL NDPE PIPE © INSTALL 12' HDPE WE PM) ffi=E OF 14' FORCE MIAMI. ;�rtzo. q/J' COSTA MESA SANITARY DISTRICT DISTRICT ENGINEER MBIN B. HAMERS z RCE NO. 31720 XP. 12/31/2011 e0 uj Lu y W ca LLI Z J N N Ca PLACE II\wYL YI„LILIL.. Yr LAIJIII_V AS-BUILT TO CONSTRUCTION 06/08/2012 COSTA MESA SANITARY DISTRICTr PROJECT NO. 171 IRVINE FORCE MAIN 5 - -- I REHABILITATION= PHASE 11 ROBIN B. HAMERS R.C.E. 31720 DATE � —, - -- -- - -- LAUNCHING /RECEIVLNG PIT (25'x4') EXIST. SURFACE OVER FORCE MAIN 3.0" TO TOP I I -- -- � W W EXIST. 14" FORCE MAIN (DUCTILE II�tON) W 2 Lu Lu V� (S= 0.0024) !: Lit Z -H > z U > o > o +' Z AM J 2 v >z m o + w N - -- -- u� rn -- :7J Z ^ U) � N N N _ O U-) +� N� a D ? CN N z o 0 a �� N 'w z + CN Z -. N CF) N N to ^° a ca Lf) INSTALL 12" HDPE PIPE (DR21) INSIDE OF 14" FORCE MAIN I SCALE , i HORIZ. 1"=20' VERT. 1"=2' 27 +00 26 +00 25 +00 24 +00 23 +00 22 +00 W cc W y W Z J O h N H REVISIONS N0. I DATE DESCRIPTION •X Undeground Service Alert R CALL: TOLL FREE 14X10 -4n -4ip* TWO WORKING DAYS BEFORE YOU DIG CONCTRUCTION NOTES Q CONSIRUCTLAI VG/WCE1VM PIT TO INSTALL NDPE PIPE © INSTALL 12' HDPE WE PM) ffi=E OF 14' FORCE MIAMI. ;�rtzo. q/J' COSTA MESA SANITARY DISTRICT DISTRICT ENGINEER MBIN B. HAMERS z RCE NO. 31720 XP. 12/31/2011 e0 uj Lu y W ca LLI Z J N N Ca PLACE II\wYL YI„LILIL.. Yr LAIJIII_V AS-BUILT TO CONSTRUCTION 06/08/2012 COSTA MESA SANITARY DISTRICTr PROJECT NO. 171 IRVINE FORCE MAIN 5 OF 10 0110912012 I REHABILITATION= PHASE 11 ROBIN B. HAMERS R.C.E. 31720 DATE OF 10 in I► Lu Lu 2 y W Lu Z C N N y 21 +00 20 +00 19 +00 18 +00 17 +00 16 +00 `\ \ REVISIONS ■ NO. Undeground Service Alert CALL: TOLL FREE �-soo- ass -sirs TWO WORKING DAYS BEFORE YOU DIG MC bH Q CONSIRUCTLAUNC111MAWEGOWNG PIT TO INSTALL HDPE PFE p 06TALL 120 HDPE PFE (DR21) INSIDE OF 14' FORCE AM. ® CUT & PLUG EXIST. 20 PVC AIR— RELEASE LMT JJST OU751DE NEW VALUE BOX AND PLUG 00ST. Y PVC MICOAWG LMT AT MANHOLE AT STA. 18+10 ROBIN B. HAM RCE NO. 31720 G EXP. 12/31/201', � 9>. CIVI k- 1► Lu Lu y W 41 Z C Y'! U� COSTA MESA SANITARY DISTRICT DISTRICT ENGINEER AS -BUILT 06/08/2012 COSTA MESA SANITARY DISTRICT SHEET PROJECT NO. 171 1 _ ht IRVINE FORCE MAIN 01 10912012 REHABILITATION -PHASE 11 ROBIN B. HAMERS R.C.E. 31720 DATE Lo" OF 10 y _. 2 - ....... -. R/W ` k x { D k A A k d k � �..`k -.__. A 1, a '\ :� i ..... � A A / 1 ,l• k� D. k 1� A b�- , ...._....__ ___.._. _..._.. -' __... .. __ . 2" AIR RELEASE LINE N ...... ._......_. _..........._. _....._._.._......- .....__..._. "� L �`� ':. _... / (APPROX. LOCATIQLV� -� - _. ~' / v EXISTING 8" SEWER LINE S S S ......... _. ..... _... ........ ._ ...._..— . — .. — . ---�_ < .. _ ._. _�.._. ._ r _.._. Ar _..— . -� i 1,6 —S H ii <Jlt CL (20+79. ATLAS) —'?- —t} \ ' a z ©........ _ _._ _ %. i' / (23 +56.00 gTL,4 i tx �^ l''. — / ` g✓ ... _._._ ...................... > 14.5' DEEP — _..;. /� _ / _ —� 1 i t y A`.__ 15.7' DEEP.! 1 f _ y 1\� REVISIONS ■ NO. Undeground Service Alert CALL: TOLL FREE �-soo- ass -sirs TWO WORKING DAYS BEFORE YOU DIG MC bH Q CONSIRUCTLAUNC111MAWEGOWNG PIT TO INSTALL HDPE PFE p 06TALL 120 HDPE PFE (DR21) INSIDE OF 14' FORCE AM. ® CUT & PLUG EXIST. 20 PVC AIR— RELEASE LMT JJST OU751DE NEW VALUE BOX AND PLUG 00ST. Y PVC MICOAWG LMT AT MANHOLE AT STA. 18+10 ROBIN B. HAM RCE NO. 31720 G EXP. 12/31/201', � 9>. CIVI k- 1► Lu Lu y W 41 Z C Y'! U� COSTA MESA SANITARY DISTRICT DISTRICT ENGINEER AS -BUILT 06/08/2012 COSTA MESA SANITARY DISTRICT SHEET PROJECT NO. 171 1 _ ht IRVINE FORCE MAIN 01 10912012 REHABILITATION -PHASE 11 ROBIN B. HAMERS R.C.E. 31720 DATE Lo" OF 10 0 N 0 2E L1 LAtVNCHINGIRECEI 4 Vi NG PIT (6'x5'), �9. 0 TO TOP LAUNCHING RECEIVING PIT ?I32x4), 8.5' TO TOP 4 LAUNCHINGIR WNG PIT (26 x5 CEI I I EXIST. SURFACE OVER FORCE j 9.5' TO TOP I MAIN ILA NCHINGIREOEIVING PIT (6'x�') 3. 0' TO TOP uj uj uj uj cc W Lu r- WWII, uj 114.11 W ca 6 60 -H (S a uuuu) -H (N L0 C� 1� c, + Lo 0 + L0 C; Lo U) + (o + + cy) Raw Mill 't Ln -H I I EXIST. 1410 I FORCE MAIN OLICTILE IRON); + I -H + U) (6 -H I -H -H INSTALLED 1 COUqLINGA, (S=0.0000) + � U) 1 C) :!� Ln Lo + + (01 ; 't 1 U) 1 INS I COUPLING 0 0 A 'o Lo + n ui Lo INST44L CUREZ�-IN-PLACE PIPE LWER (CIM INSTAL 12" HEIPE PIPE('DR21) IN$IDE OF 14l' FORCE MAIN 15+00 14+00 13+00 12+00 E 11+00 10+00 1"=20' 1 -=2' ow- 45• HOPE ELBOW TURNED TO MATCH PIPE SANTA AAFA AVENUE @U T @IF HIEMPMU RNAM Cr ELEVA71ON W714 2 FUSION COUPLING I V Lo ------------- 20' 201 JO' 1 1 3d, -0.36- STA. 13+el /NT. MESA DR. & SANTA AN AVE. u') 601 1 1 f /X� X -------- - y—, loft lu uj (26+45.7 TLAS) . ............ uj T: . . . .. . ..... . ............ . ............ ........ ------ .... . .... . ....... uj ............. . ........ ...... . . .... ............ - ftj .............. G w 11+52.6-SMH wj 14 -------- 1 3.r +I I I iFO ATLAS) 12 0 9.5 DEEP ti 1< 0 om w uluaff= 1A In 0 + --7 -un . ::S;� ... -. ... . . .... B A- . ......... . . ....... ....... . ...... 65 w J (NITf @IF HIE ............. -A A - — — ----------- -T-L� 2 201 A L x 130' i 6% 6 45* HOPE ELBOW TURNED FLAT MTN 2 FUSION COUPIUNG MESA DRIVE °° SANTA AN AVENUE I CONSTRUCTION NOTES (D CONS7RLICTLALINCHII0VM PIT TO INSTALL HOPE PIPE (2) INSTALL 12m HOPE PIPE (ORM) INME OF 14' FORCE AIW 3 INSTALL CURED —MI —PLACE PIPE LNI (CIPP) Q) REMOVE AND REPLACE 011ST AIR—RELEASE VALVE ASSEMBLY PER CONTRACTOR TO VERIFY INSIDE DIAMETER OF EXISTING DETAIL `A* ON SHEET 9. 14'p FORCE MAIN PRIOR TO CONSTRUCTION CUT & PLUG DUST 2• PVC AIR— RELEASE LINE JUST OU7WE NEW VALVE BOX AS-BUILT AND PLUG 011ST, r PVC JNCOAdW WE AT MANHOLE AT STA. 16+10 06/08/2012 REVISIONS r-Eft, COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHUT Undeground Service Alert CALL' TOLL FM $400-42241U HA cio ROBIN B. B. HAMERS RCE NO. 31720 PROJECT NO. 171 7 DISTRICT ENGINEER NO. DATE DESCRIPTION CONSTRUCTION CHANGES IRVINE FORCE MAIN .618112 0110912012 REHABILITATION -PHASE It TWO WORKING DAYS BEFORE YOU DIG OF CA0 HAMERS R.C.E. 31720 DATE OF 0 0 N 0 2E 7, O LAUNCHING),RECEIVING PIT (,35 x4)A 7— . ..... ...... . '(12'x8'), 4.5' TOP I LAUNCHINGIR ECEIVING PIT 2.9' T TOP EX T. SURFACE OVER FORCE MAI� r Lu Lu �XIST. 14" FORCE MAIN (DUCT14E IRON) .j EXIST. 12" Pk FORCE MAIN __u. 01) (S= 0.0000) V 1I INSTALLED 1i C OUPLINGA I 'H co I + + + 55�— -0 INSTALL 12" HDPE PIPE R21) INSIDE FORCki MAIN SCALE HORIZ. 1 "=20' i VERT. 1"=2' 9+00 8+00 7+00 6+00 i-+'oo 4+00 Lj V 5. DE' <J VIC- uj 0� 0� 8+2*F -SM ..... . ..... ............. . ...... LLA . ..................... . . .... ..... tJl*,3 .2 AS) II/ 0 0 91 6,5 I., I R/W 65 [10 ED ?7 1 0 W W_ �FOBCEI 9 2 8 EXISTING 8" SEWER LIN� 7 6 PVC EXISTING 12" PVC F09CE IN 7 It (o C14 —InIN EXIST 12" PVC 04 SEWER FORCE MAIN N 7- Y, -------- + ------------ .. . . . ............. ... .. ........ ---- — - . ........ . . .... . . . . . ...... .... .. .. -_ ----- . ....... < _5 ! 'STA, 44±95.26 7NT� ........ • lx S TA. ,3 S DR. & R INT 1) IN T. tT EDLA�DS DR. I� -k .. ...... ...... 4E h, ­.- TEtlEPHON ' E '7E SH)E,DRt 12' I f x < kp > _7 20"1 1.26 . .... I ,2 < 2 20 o' Iro. �K' Z�1' 25' 501 V 501 CONCTRUCTION NOTES (D C01"I'LAUNGVVIRECOWING PIT TO INSTALL HOPE PM RIVERSIDE DRIVE REDLANDS DRIVE Q INSTALL Ir MW PIPE ONW) HOME OF 14* FORCE MAIN. CONSTRUCT BY—PASS ASSEMBLY PER DETAIL OB& ON SHEET 9. INSTALL 2a PVC AJR-RaEASE LINE AND NEW AIR-RaEASE VALVf CONTRACTOR TO VERIFY INSIDE DIAMETER OF EXISTING AS-BUILT *A* '00 140 FORCE MAIN PRIOR TO CONSTRUCTION 06/08/2012 ASSEMBLY PER DETAIL AND DETAIL, ON SI1*ZT 9. REVISIONS FESS COSTA MESA SANITARY DISTRICT, COSTA MESA SANITARY DISTRICT SHUT Undeground Service Alert R CALL TOLL 111� c.) U, ROBIN B. H IRS RCE NO. 31720 PROJECT NO. 171 8 DISTRICT EN NEER NO. DATE DESCRIPTION 618.112 CONSTRUCTION CHANGES IRVINE FORCE MAIN cjv�\' 0110912012 REHABILITATION -PHASE /I TWO WORKING DAYS BEFORE YOU DIG OF ROBIN B. HAMERS R.C.E. 31720 DATE OF 10 7, O % GAIJ I. Yw EXIST. 14" FORCE -MAIN TO INSTALL 12" HDPE DR21 FLANGE ADAPILH WI TAINLESS S7_ EEE BACKUP RING (CL -150, SFBM316) XIST. 14" DIPS OUTLET INSTALL 12" DIP PIPELINE RISER PROPOSED 2" PVC INSTALL 12" HDPE PIPE (DR21)\ \ INSIDE OF EXIST. 14" DIP INSTALL 12" HDPE ELECTROFUSION SEWER FORCE MAIN COUPLING AS NEEDED EXISTING ASSEMBLY NEW ASSEMBLY DETAIL "A"- AIR RELEASE VALVE ASSEMBLY NTS DETAIL O'Coffm FORCE MAIN CONNECTION NTS REVISIONS Undeground Service Alert NO. DATE DESCRIPTION CALL: TOLL FREE 618112 CONSTRUCTION CHANGES , �- eoo- �-sias TWO WORKING DAYS BEFORE YOU DIG f' DIP DRAIN VALVE SHUT OFF VALVE EXIST. 14" DIP INSTALL 12" HDPE INSTALL 12" HDPE PIPE ( INSIDE OF EXIST. 14" DIP SEWER FORCE MAIN BACKUP RING (CL -150, SFBM316) EXIST. SEWER MANHOLE CORE L NEW PI EXIST. 12" VCP • POLYETHYL E OR APPLY 1" OF G GRATE POLYURETHA ROPE ELASTOMERIC LANT TYPE FILLER ( • •° IN ANNU SPACE (BOTH • SIDES MEMBER) TYP. CON CTOR TO CREATE NECESSARY AN EXIST. EXIST. DI PIPE 7 AND PIPE INSTALL LINK —SEAL LINK —SEAL W SEAL ° STANDARD VICE EXIST. WALL ninni_inIC ATIKIP DETAIL "Cl "m WALL CONNECTION NTS !OBIN B. HAMERS RCE N0. 31720 XP. 12/31 /201 s /F CIV1� \oF CAI. 5.5 PVC WE (C900) EXIST. 8" VCP EXISTING 14'X12" DI R INSTALL 12" HDPE PIPE INSIDE OF XI 14 I SEWER FORCE MAIN INSTALL 12" HDPE ELECTROFUSION INSTALL 12" HDPE F INSIDE OF EXIST. 14 SEWER FORCE MAIN AL 45' UJAWJ 2' PVC PVE INSTALL DeZURIK 12" PEC ECCENTRIC PLUG VALVE AND VALVE BOX ER BROOKS PRODUCTS INC. OR EQUIVALENT Ir-INSTALL 12 "x12 "x12" MJxMJ DI WYE (45*) EXIST. 12" PVC FORCE MAID STA. 4, (60.10)INV. INSTALL DeZURIK 12" PEC ECCENTRIC PLUG VALVE AND VALVE BOX ER BROOKS PRODUCTS INC. OR EQUIVALENT INSTALL 12" HDPE (DR21) FLANGE ADAPTER WITH STAINLESS STEEL BACKUP RING (CL -150, SFBM316) DETAIL "B"- BY -PASS ASSEMBLY NTS STAINLESS STEEL BACKUP RING (CL -150, SFBM31 m " (FLG.xFLG.) 14" DIP FLANGE ADAPTER USING 14- TRANSITION COUPLING, FORD MODEL NO. FC2A OR APPROVED EQUAL, WITH STAINLESS STEEL HARDWARE NOTE: APPLY PROTECTIVE COATING TO ALL DIP FITTINGS. INTERIOR— COAL TAR EPDXY BITUMASTIC NO. 300 —M (KOOPERS CO.) OR EQUIVALENT, EXTERIOR— 8 MIL. POLYETHYLENE ENCASEMENT OR EQUIVALENT DETAIL "D"- CONNECTION TO CIPP LINED PIPE NTS CONTRACTOR TO VERIFY INSIDE DIAMETER OF EXISTING 14" FORCE MAIN PRIOR TO CONSTRUCTION AS -BUILT 06/08/2012 COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHMr DISTRICT ENGINEER PROJECT NO. 171 4 IRVINE FORCE MAIN 9 0110912012 REHABILITATION -PHASE II ROBIN B. HAMERS R.C.E. 31720 DATE OF 10 jf V E RT. w BEARING SURFACE TYPICAL BEARING SURFACE NpR TYPICAL BEND SEE SCHEDULE REDUCER 3„ F. 12" -' 12" PLAN SECTION REDUCER MINIMUM THRUST BLOCK SIZE 1 ti 1/4' BEND 22 1/2° BEND 45° BEND 90° BEND PIPE o'_j N SAWCUT LINE 18" MINIMUM TO SIZE DIMENSION QTY. DIMENSION QTY. DIMENSION QTY. DIMENSION QTY. U L H X LV C.Y. L H X Lv C.Y. L H X Lv C.Y. L H X Lv C.Y. 4" 1'x1' 0.3 1.5'x1' 0.5 2'x1.5' 0.9 2.5'x2' 1.6 6" 1.5'x1' 0.5 2.5'x1' 0.9 2.5'x2' 1.8 3'x3' 3.3 8" 2'x1.5' 0.8 2.5'x2' 1.6 3'x3' 3.1 4'x4' 5.6 10" 2'x2' 1.2 2.5'x2.5' 2.4 4'x3.5' 4.6 5'x4.5' 8.5 12" 2.5'x2' 1.7 3'x3' 3.3 4.5'x4' 6.5 6.5'x5' 12.0 iLa °EBAR ---,J ELEVATION ENCH BOT70M 4 DIA OF P'PE w g d 1 �w !O SECTION VERTICAL BEND NOTES. 1. THRUST BLOCK BEARING AREA BASED ON ALLOWABLE SOIL BEARING VALUE OF 1500 psf PRESSURE AND 250 psi TEST PRESSURE WITH 3' -0" COVER MINIMUM. FOR BEARING = 1000 psf, 1.5 X AREA /VOLUME SHOWN FOR BEARING = 500 psf, 3.0 X AREA /VOLUME SHOWN 2. ALL THRUST BLOCKS SHALL BE CLASS "B" CONCRETE AND PLACED AGAINST UNDISTURBED SOIL. DESIGN ENGINEER SHALL DETERMINE SIZES NOT SHOWN. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A15 AND A305 INTERMEDIATE GRADE. 4. CONCRETE SHALL NOT EXTEND ONTO FLANGE OR ADJOINING PIPE. THRUST BLOCK DETAILS NOT TO SCALE REVISIONS I NO. 1 DATE DESCRIPTION �I Undeground Service Alert e�FORE Yoe CALL: TOLL FREE 1 -800- 422 -4133 TWO WORKING DAYS BEFORE YOU DIG EXISTING PAVEMENT ��QRpF ESS /o co ROBIN B. HAMERS�C W RICE N0. 31720 m XEXP. 12/31/2012 (P� C /V0- 97 pF CALIF/ Lj w � Lij w z X10 SIN INSTALL BASE PAVEMENT IN TRENCH ZONE �oIpot�oV� of jq T 1 i; o'_j N SAWCUT LINE 18" MINIMUM TO U U w m IDENTIFICATION (WARNING) TAPE INSTALLED 12" ABOVE THE PIPE 000000 0000 Li �- 000000 o O N z 0 0300 ,��0000o�QOC o Oo O.D. 0 (G w w ^� O� 0 a_ m 1 1 % C °00 0 �ro-,O 24" MIN. EXIST. PAVEMENT EXISTING CRUSHED AGGREGATE BASE INSTALL CRUSHED AGGREGATE BASE INSTALL TRENCH BACKFILL I'sork,R!J PER SOILS REPORT INSTALL 50% 3/4" MAX. CRUSHED ROCK AND 50% 1 1/2" MAX. CRUSHED ROCK EVENLY MIXED. TYP. TRENCH AND PAVEMENT DETAIL FOR AREAS OF OPEN CUT NOT -0 SCALE TRENCH AND PAVEMENT NOTES: 1. THE CONTRACTOR SHALL CONFORM TO THE NOTES AND REQUIREMENTS SHOWN ON THIS DETAIL ALONG WITH CITY OF COSTA MESA STD. NO. 813 AND ENCROACHMENT PERMIT CONDITIONS. 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTOR AT LEAST TWO WORKING DAYS PRIOR TO ANY TRENCH AND PAVEMENT WORK. 3. COSTA MESA SANITARY DISTRICT WILL NOT PAY FOR ADDITIONAL QUANTITY OF PAVEMENT REMOVAL AND REPLACEMENT THAT MAY BE REQUIRED DUE TO THE CONTRACTOR'S CONSTRUCTION OPERATIONS. THIS WORK WILL BE DONE AT CONTRACTOR'S OWN EXPENSE. 4. PAVEMENT REMOVAL IN AREAS WHERE TRENCH CROSSES EXISTING PAVEMENT SHALL BE MADE ON STRAIGHT LINE SAW CUTS AT A MINIMUM OF 1 -1/2 INCHES DEEP. 5. TRENCH BACKFILL AND DENSIFICATION SHALL BE DONE IN CONFORMANCE WITH GREENBOOK STANDARD SPECIFICATION SECTION 306 -1.3 WITH MINIMUM 90- PERCENT RELATIVE COMPACTION. CLASS 100 -E -100 SAND SLURRY SHALL BE USED IF REQUIRED COMPACTION NOT ATTAINED BY MECHANICAL METHODS. 6. CRUSHED AGGREGATE BASE SHALL BE USED FOR SUBGRADE REPAIR IN THE TRENCH ZONE AND CONFORM TO GREENBOOK STANDARD SPECIFICATIONS SECTION 200 -2.2 AND 200 -2.4. THE CRUSHED AGGREGATE BASE SHALL BE INSTALLED WITH MINIMUM 95- PERCENT RELATIVE COMPACTION TO THE THICKNESS OF EXISTING CRUSHED AGGREGATE BASE PLUS 1 -INCH OR 6 -INCH MINIMUM THICKNESS. 7. TACK COAT SHALL BE PG 64 -10 AND APPLIED ON THE SIDES OF EXISTING PAVEMENT, AND AT JOINTS ON TRENCHES, AND FOR PAVEMENT PATCHES. 8. BASE PAVEMENT SHALL BE PERFORMANCE GRADE TYPE III -B3 -PG 64 -10 AND CONFORM TO THE GREENBOOK STANDARD SPECIFICATIONS SECTION 302 -5 AND 400 -4. THE COMPACTION OF BACKFILL AND AGGREGATE BASE SHALL BE INSPECTED AND APPROVED BY THE COSTA MESA SANITARY DISTRICT PRIOR TO THE INSTALLATION OF BASE PAVEMENT. THE BASE PAVEMENT IN THE TRENCH ZONE SHALL BE INSTALLED TO EXISTING PAVEMENT GRADE AT THICKNESS OF EXISTING PAVEMENT PLUS 1 -INCH OR 4 -INCH MINIMUM THICKNESS. 9. PAVEMENT 2" GRIND AND OVERLAY IN BRISTOL STREET, AN ARTERIAL HIGHWAY, SHALL BE PERFORMANCE GRADE TYPE III -C3 -PG 64 -10 AND CONFORM TO THE GREENBOOK STANDARD SPECIFICATIONS SECTION 302 -5 AND 400 -4. CONTRACTOR IS REQUIRED TO GRIND AND OVERLAY THE FULL TRAVEL LANE AFFECTED BY WORK TO NEAREST PAVEMENT STRIPING (LANE LINE) OR CONCRETE GUTTER OR CURB ON BOTH SIDES OF TRENCH. IF THE ADJACENT TRAFFIC LANE IS DAMAGED BY WORK OR IS LESS THAN 5 -FEET FROM TRENCH, CONTRACTOR IS REQUIRED TO GRIND AND OVERLAY THE FULL TRAVEL LANE AFFECTED. PAVEMENT GRIND AND OVERLAY SHALL BE DONE WITHIN TWO (2) WEEKS AFTER TRENCH BACKFILL HAS BEEN COMPLETED. 10. IDENTIFICATION (WARNING) TAPE SHALL BE GREEN IN COLOR. LETTERING SHALL BE BLACK IN COLOR AND 2 -INCH MINIMUM IN HEIGHT WITH WORDING: "CAUTION: SEWER LINE BURIED BELOW ". COSTA MESA SANITARY DISTRICT DISTRiC- ENCNELR 4 f ROBIN B. HAMERS AS -BUILT 06/08/2012 COSTA MESA SANITARY DISTRICT SHEET PROJECT NO. 171 Iav►nrP PnurW AAAW 101- 0 REHABILITATION -PHASE 11 N o,�o9i2o,2 0 R.C.E. 31720 DATE OF 10 °