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S-2008-4.1-4.5COSTA MESA SANITARY DISTRICT CONSTRUCTION PLANS FOR =0 ml 0 LT I W,_ W I - VA = v A V 14 MESA DRIVE FROM IRVINE AVENUE TO RIVERSIDE DRIVE SUPERVISED AND APPROVED BY: No. 31720 12 31 ROBIN B. HAMERS, PE DATE MANAGER / DISTRICT ENGINEER CIP PROJECT NO. 171 JULY 2008 COSTA MESA SANITARY DISTRICT ARTHUR PERRY ARLENE SCHAFER ROBERT OOTEN JAMES FERRYMAN GARY MONAHAN PREPARED BY: COSTA MESA SANITARY DISTRICT QRpFESS /p p. S/ `Y ��. No. 6 9 AS 9 -BUILT 08/05/2008 vl%- JOSEPH P. SINACORI II, PE DATE OF PROJECT ENGINEER (r1 SHEET 1 OF 5 �I �1 :1 Og v SEAL \` BEACH HUNTINGTON BEACH PROJECT VICINITY AGENCY TIME WARNER (ADELPHIA) AT &T LOCAL SERVICES (TCG) CITY OF NEWPORT BEACH COMCAST CABLE LAGUNA -N BEACH sq� ORANGE VICINITY MAP SCALE 1" — 4 MILES COSTA MESA SANITARY DISTRICT COUNTY OF ORANGE, RDMD ELLER MEDIA COMPANY IRVINE RANCH WATER DISTRICT MESA CONSOLIDATED WATER DISTRICT ORANGE COUNTY TRANSPORTATION AUTHORITY AT &T (SBC/PAC BELL) SC EDISON- DISTRIBUTION SC EDISON- TRANSMISSION SC GAS- TRANSMISSION CALL i TOLL FREE 1- 800 - 227 -2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert REV. I DATE I BY CONTACT JOE BARRIOS STEVE PETTAWAY LOREN LOVE ARNEL GANZON SONIA FERNANDEZ KEVIN KOCIC BRAD JACKSON STAN KENNEDY BILL BATORY MARSHALL JOHNSON GARY GONZALES ROBERT AYALA LARRY PAPST FRANK JIMENEZ DESCRIPTION PHONE NO. 714 -414 -1409 310 - 217 -5857 949 - 718 -3410 951- 549 -3977 714 - 567 -6284 310 - 755 -7299 949 - 453 -5611 949 - 574 -1000 714 - 560 -5912 213 - 633 -3122 909 -548 -7176 714 - 973 -5710 714 - 634 -7232 714 - 634 -3196 PRI LOC oFESSiq PREPARED BY: p. S/ "Y } Na 83489 p � F° 9� JOSEPH P. SINACORI II DATE PROJECT ENGINEER DESIGN JULY 2008 PROJECT CMSD -171 SHT NO. 1 C -1 2 C -2 3 C-3 4 C -4 5 C -5 �T F•l - NOT TO SCALE SHEET INDEX TITLE SHEET VICINITY MAP, LOCATION MAP, PUBLIC ANGENCIES & UTILITIES, SHEET INDEX STANDARD SYMBOLS, ABBREVIATIONS, BASIS OF BEARINGS, BENCH MARK, GENERAL NOTES 12" SEWER FORCE MAIN PLAN AND PROFILE MISCELLANEOUS DETAILS AS -BUILT 08/05/2008 COSTA MESA SANITARY DISTRICT 0-2 IRVINE PUMPING STATION SEWER SHEET FORCE MAIN REPLACEMENT (PHASE 2 VICINITY MAP, LOCATION MAP, PUBLIC AGENCIES & UTILITIES, SHEET INDEX 1OF 5 SHEETS ;zI CALL pTOOLLnn^�FREE�/�/� '1 —OW -227 -26M TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert MIMEW DESCRIPTION QppFESSi PREPARED BY: DESIGN e. sift it �� - '._ JULY 2008 N0. 63489 p E* 9 JOSEPH P. SINACORI II DATE PROJECT NC cim. PROJECT ENGINEER CMSD -171 _.. COSTA MESA SANITARY DISTRIOT 0-3 IRVINE PUMPING STATION SEWER SHEET FOROE MAIN REPLAOEMENT (PHASE Q 3 STANDARD SYMBOLS, ABBREVIATIONS, BASIS OF BEARINGS, BENCH MARK, GENERAL NOTES OF 5 SHEETS STANDARD SYMBOLS ABBREVIATIONS GENERAL NOTES CENTERLINE AB AGGREGATE BASE LAT LATERAL 1. ALL CONSTRUCTION SHALL CONFORM TO THE COSTA MESA SANITARY DISTRICT'S "STANDARD PLANS ABAND ABANDONED LF LINEAR FEET AND SPECIFICATIONS FOR THE CONSTRUCTION OF SANITARY SEWERS" AS LAST REVISED, UNLESS W PROPOSED WATER LINE -SIZE AS INDICATED AC ASPHALT CONCRETE LG LONG, LIP OF GUTTER OTHERWISE INDICATED ON THE PLANS OR BY PROJECT SPECIFICATIONS. EXISTING WATER LINE - SIZE AS INDICATED ACP ASBESTOS CEMENT PIPE LP LIGHT POLE 2. THE CONTRACTOR SHALL SUBMIT TO THE DISTRICT A DETAILED CONSTRUCTION SCHEDULE WITHIN RW PROPOSED RECLAIMED WATER LINE - SIZE AS INDICATED AV AIR RELEASE do VACUUM RELIEF VALVE LTS LIME TREATED SOIL FIVE DAYS AFTER AWARD OF CONTRACT AND NOTICE TO PROCEED BY THE DISTRICT. THE CONTRACTOR WILL NOT BE ALLOWED TO BEGIN CONSTRUCTION UNTIL AFTER A PRE - CONSTRUCTION MEETING AND THE EXISTING RECLAIMED WATER LINE - SIZE AS INDICATED AVT AIR VENT MAX MAXIMUM CONSTRUCTION SCHEDULE IS APPROVED BY THE DISTRICT. S PROPOSED SEWER LINE - SIZE AS INDICATED BC BEGIN CURVE MG MILLION GALLONS 3. THE CONTRACTOR SHALL HAVE A COPY OF THE APPROVED PLANS AND THE CMSD STANDARD PLANS AND BCR BEGIN CURB RETURN MH MANHOLE SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. S EXISTING SEWER LINE -SIZE AS INDICATED BEG BEGIN MIN MINIMUM 4. THE CONTRACTOR SHALL REQUEST INSPECTION FROM OFFICE OF THE DISTRICT ENGINEER AT (949) 631 -1731 FM EXISTING SEWER FORCE MAIN - SIZE AS INDICATED BF BLIND FLANGE mi MECHANICAL JOINT 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 ---- -- - SD'....... EXISTING STORM DRAIN - SIZE AS INDICATED BFV BUTTERFLY VALVE MOA MACHINED OVER ALL DISTRICT SHALL BE CONSIDERED UNACCEPTABLE. PROPOSED PIPE ENCASEMENT - TYPE AS INDICATED BLK BLOCK MV METERING VAULT 5. THE CONTRACTOR SHALL OBTAIN A CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE CMSD BO BLOWOFF ASSEMBLY OFFICE AT 628 WEST 19th STREET, COSTA MESA, CA 92627 (949) 645 -8400 EXTENSION 229. PROPOSED JACKING INSTALLATION -TYPE AS INDICATED N NORTH BP BOLLARD PIPE NAP NOT A PART 6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY THE COUNTY OF ORANGE AND OTHER EXISTING PIPE ENCASEMENT - TYPE AS INDICATED BVC BEGIN VERTICAL CURVE LOCAL GOVERNING AGENCIES. NPT NATIONAL PIPE THREAD — — E — — EXISTING POWER CABLE CB CATCH BASIN NTS NOT TO SCALE 7. THE CONTRACTOR SHALL IMPLEMENT A TRAFFIC CONTROL PLAN FOR CONSTRUCTION AREAS IN CONFORMANCE - - - T - - - EXISTING TELEPHONE CONDUIT CCP CONCRETE CYLINDER PIPE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH), LATEST EDITION AND COUNTY OF ORANGE OC ON CENTER ENCROACHMENT PERMIT. - - - TV - - - EXISTING UNDERGROUND T.V. CABLE CF CURB FACE OC RDMD ORANGE COUNTY RESOURCES AND DEVELOPMENT 8. THE CONTRACTOR SHALL COMPLY TO CONSTRUCTION WORK HOURS AS DEFINED ON THE COUNTY OF ORANGE - G - EXISTING GAS LINE - SIZE AS INDICATED CI CAST IRON MANAGEMENT DEPARTMENT ENCROACHMENT PERMIT. - HPG - EXISTING HIGH PRESSURE GAS LINE - SIZE AS INDICATED CIP CAST IRON PIPE OCSD ORANGE COUNTY SANITATION DISTRICTS 9, AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE CL CLASS OD OUTSIDE DIAMETER SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, EXISTING RIGHT -OF -WAY LINE CLR CLEARANCE TRAFFIC CONTROL, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT -OF -WAY. EXISTING CONCRETE CURB CNB CITY OF NEWPORT BEACH PE PLAIN END 10. THE CONTRACTOR SHALL MAINTAIN THE WORK AREAS IN A NEAT, SAFE, CLEAN, AND SANITARY CMC CEMENT MORTAR COATING PC (S) PIECES CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE DISTRICT. STREETS SHALL BE KEPT EXISTING EDGE OF PAVEMENT (E.P.) ( PCC POINT OF COMPOUND CURVE CLEAN OF DEBRIS, DUST, AND OTHER NUISANCE AT ALL TIMES. THE CONTRACTOR SHALL BE CML CEMENT MORTAR LINING RESPONSIBLE FOR ANY CLEAN -UP OF ADJACENT STREETS AFFECTED BY CONSTRUCTION. THE PROPOSED WATER VALVE CMLBC CEMENT MORTAR LINED & COATED PRC POINT OF REVERSE CURVE CONTRACTOR SHALL HAVE A VACUUM/BRUSH TYPE SWEEPER ON THE JOB SITE AT ALL TIMES EXISTING WATER VALVE CMP CORRUGATED METAL PIPE PRV PRESSURE REDUCING VALVE DURING CONSTRUCTION. FH FH 0 PROPOSED FIRE HYDRANT (F.H.) CO CLEAN OUT (SEWER) R (PA) PROPERTY LINE 11. ALL PAVEMENT REMOVAL NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT SHALL BE SAW PH- POTHOLE NUMBER CUT PRIOR TO REMOVAL AND REPLACED IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS r EXISTING FIRE HYDRANT (F.H.) CONC CONCRETE AND TO THE SATISFACTION OF THE DISTRICT. DISPOSAL OF REMOVED PAVEMENT SHALL BE AT CONT CONTINUOUS PI POINT OF INTERSECTION AN APPROVED DUMP SITE. O 0 PROPOSED WATER SERVICE RECONNECTION PP POWER POLE CP CATHODIC PROTECTION 12. ALL CONCRETE DRIVEWAYS, SIDEWALKS OR CURBS TO BE REMOVED AND REPLACED SHALL BE SAWCUT EXISTING WATER METER (W.M.) - SINGLE CPLG COUPLING PT POINT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE PUE PUBLIC UTILITY EASEMENT JOINT IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS AND TO THE SATISFACTION 8 EXISTING WATER METER (W.M.) - DOUBLE CS CORPORATION STOP THE D STR CTACED CTR CENTER PVC POLYVINYL CHLORIDE Av 0 PROPOSED AIR RELEASE AND VACUUM RELIEF VALVE PVMT PAVEMENT 13. THE CONTRACTOR SHALL REPAIR AND RESTORE EXISTING LANDSCAPE AND SURFACE IMPROVEMENTS q (CL) CENTERLINE TO ORIGINAL CONDITION TO THE SATISFATION OF THE DISTRICT. EXISTING AIR RELEASE AND VACUUM RELIEF VALVE R (RAD) RADIUS DIA DIAMETER 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF EXCESS MATERIAL NOT USED Bo PROPOSED BLOWOFF ASSEMBLY DI DUCTILE IRON RAD RADIAL DURING CONSTRUCTION AT AN APPROVED DUMP SITE. ❑ EXISTING BLOWOFF ASSEMBLY DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE 15. ALL TRENCHING AND /OR SHORING SHALL MEET REQUIREMENTS OF CAL -OSHA. GROUNDWATER MAY CP 0 PROPOSED CATHODIC PROTECTION TEST STATION DTL DETAIL REBAR REINFORCING STEEL BE PRESENT DURING CONSTRUCTION OF THE PROPOSED FACILITIES. THE CONTRACTOR SHALL BE REINF REINFORCED RESPONSIBLE FOR PREPARATION OF A DEWATERING PLAN IN CONFORMANCE WITH ALL REGIONAL EXISTING CATHODIC PROTECTION TEST STATION DWG DRAWING WATER QUALITY CONTROL BOARD REQUIREMENTS. RES RESERVOIR -- 1. J EXISTING CATCH BASIN (C.B.) E EAST REQ'D REQUIRED 16. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL EITHER BACKFILL USING BASE PAVEMENT OR EC END CURVE STEEL PLATE ALL EXCAVATIONS WITHIN STREET RIGHT -OF -WAY SO ALL LANES OF TRAFFIC CAN BE OPENED. PROPOSED MANHOLE M.H. ( ) RJ RESTRAINED JOINT STEEL PLATES SHALL HAVE NON -SKID SURFACE. THE CONTRACTOR SHALL TACK DOWN OR SPIKE STEEL ECR END CURB RETURN RT RING 'TITE' PLATES AND INSTALL TEMPORARY PAVEMENT AROUND PLATE EDGES. 0 C EXISTING MANHOLE (M.H(M.H.) EFF EFFLUENT RTRP REINFORCED THERMOSETTING - RESIN PIPE 17. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST 48 HOURS BEFORE — — EXISTING ELECTRICAL OR TELEPHONE VAULT EL ELEVATION RW RECLAIMED WATER BEGINNING ANY CONSTRUCTION WORK. ' EXISTING MAGNETOMETERS EP EDGE OF PAVEMENT R/W RIGHT -OF -WAY 18. EXISTING BENCHMARK/MONUMENT: ANY BENCHMARK OR MONUMENT WHICH IS DISTURBED OR DESTROYED - x----- x---- x---- x--- x--- x--- x---- «---- x- - -x - -- EXISTING FENCE ESMNT EASEMENT RWV RESILIENT WEDGE VALVE SHALL BE REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA CIVIL ENGINEER REGISTERED EVC END VERTICAL CURVE PRIOR TO DECEMBER 31, 1981 OR A LICENSED LAND SURVEYOR. • EXISTING TREE EXIST (EX) EXISTING S SOUTH, SLOPE OR GRADIENT OF PIPELINE 19. EXISTING UTILITIES AND STRUCTURES VERIFICATION: THE EXISTENCE AND LOCATION OF ANY EXISTING EXISTING SHRUBS SCH SCHEDULE UTILITIES AND STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD F FLARE SFM SEWER FORCE MAIN VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND STRUCTURES. THE CONTRACTOR 2 DENOTES DETAIL NUMBER FB FLAT BAR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES SD STORM DRAIN AND STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY 12 DENOTES SHEET NUMBER FH FIRE HYDRANT SHT SHEET DAMAGE TO THOSE LINES AND STRUCTURES. ALL COST OF POTHOLING AND EXPOSING SHALL BE BORNE TV DENOTES TYPE OF UTILITY CROSSING (IN PROFILE) FL FLOWLINE SJ SOLDER JOINT BY THE CONTRACTOR. FLG FLANGE SS STAINLESS STEEL 20. UTILITIES CONFLICT: IF THE EXISTING UTILITIES OR STRUCTURES DIFFER FROM THOSE SHOWN ON THE DENOTES APPROXIMATE HORIZONTAL POSITION OF FM FORCE MAIN PLANS AND THERE IS A CONFLICT WITH THE PROPOSED FACILITIES, THE CONTRACTOR SHALL NOTIFY THE UTILITY CROSSING (IN PROFILE) STA STATION DISTRICT IN WRITING IMMEDIATELY TO DETERMINE THE DESIGN CHANGES OR RELOCATIONS REQUIRED TO FF FINISHED FLOOR STD STANDARD ELIMINATE THE CONFLICT. FG FINISHED GRADE STL STEEL 21. OVERHEAD ELECTRIC/UTILITY LINES: THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF CAL -OSHA, FS FINISHED SURFACE PUBLIC UTILITIES, AND OTHER LOCAL GOVERNMENT AGENCIES FOR ALL WORK NEAR OVERHEAD ELECTRIC BASISOF BEARINGS FUT FUTURE TC TOP OF CURB AND UTILITY LINES. GA GAUGE THK THICK 22• ALL PROPOSED IMPROVEMENTS HAVE BEEN DESIGNED AROUND THE ASSUMPTION THAT THE LOCATION OF THE BEARINGS SHOWN HEREON ARE BASED ON THE THE BEARING BETWEEN TOW TOP OF WALL ALL EXISTING UTILITIES AS WELL AS THE EXISTING SEWER FACILITIES ARE AS SHOWN ON THESE PLANS. OCS HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. GALV GALVANIZED TOV TOP OF VAULT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXPOSE ALL PIPELINES INVOLVED IN CONSTRUCTION 1917 BEING N60"03'22 "E PER RECORDS ON FILE IN THE OFFICE OF THE GV GATE VALVE TO VERIFY THE LOCATION, ELEVATION, AND PIPE MATERIALS PRIOR TO CONSTRUCTION. IT SHALL BE THE ORANGE COUNTY SURVEYOR. TS TRAFFIC SIGNAL RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS IN THE FIELD BASED UPON ACTUAL FIELD HER HEADER TYP TYPICAL CONDITIONS IN A MANNER ACCEPTABLE TO THE DISTRICT. HPG HIGH PRESSURE GAS UG UNDERGROUND BENCHMARK HOR (HORIZ) HORIZONTAL E a HWY HIGHWAY VCP VITRIFIED CLAY PIPE 3N-60 -89 ELEVi50.616 DATUM -NGVD 29/1995 OCS ADJUSTED VERT VERTICAL ID INSIDE DIAMETER DISCRIBED BY OCS 1989 - FD 3 3/4" OCS ALUMINUM BENCHMARK DISK INT INTERSECTION W WEST n STAMPED 3N -60-89 LOCATED AT THE SOUTHERLY PORTION OF THE WJ WELDED JOINTS INTERSECTION OF IRVINE AVENUE AND BRISTOL STREET (SOUTH) IN THE INV INVERT o CITY OF NEWPORT BEACH, AT THE EASTERLY CORNER OF A 4 FT. BY 22 FT. IP IRON PIPE WM WATER METER CATCH BASIN, 43.5 FT. SOUTHEASTERLY OF THE CENTERLINE OF IRVINE AS -BUILT o AVENUE, 100 FT. SOUTHWESTERLY OF THE CENTERLINE OF BRISTOL STREET, IRR IRRIGATION 4 FT. BEHIND THE CURB. IRWD IRVINE RANCH WATER DISTRICT 08/05/2008 ;zI CALL pTOOLLnn^�FREE�/�/� '1 —OW -227 -26M TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert MIMEW DESCRIPTION QppFESSi PREPARED BY: DESIGN e. sift it �� - '._ JULY 2008 N0. 63489 p E* 9 JOSEPH P. SINACORI II DATE PROJECT NC cim. PROJECT ENGINEER CMSD -171 _.. COSTA MESA SANITARY DISTRIOT 0-3 IRVINE PUMPING STATION SEWER SHEET FOROE MAIN REPLAOEMENT (PHASE Q 3 STANDARD SYMBOLS, ABBREVIATIONS, BASIS OF BEARINGS, BENCH MARK, GENERAL NOTES OF 5 SHEETS � f L..... ! I 1 A 1 1 1 -1 1 1 § 1 I- 1 I 1 1:: �� 1... I 1 � ! 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A -... i.. i � i_ y + E...... }._.. # - -t }::_...: # 1 t + iC.... -' }— i ' f I �'f'cF - t i - -1— i - "i _F___t_t i ± I ... : .. . . .._....�....} �._.......� .......: +- r- +- 1- - #-- _4} -._ .-.-__4—'_+ .} --- --- } �: f § t...._ i'.+— ` r I5 1 i i i ' i ' 1, 1 I. f ! i , r : ! :: �. 1 1 1 __I _3_- .:_ 1 1 1 § '{ 1 { - +-- }__ � 4- -� 4- - - -+ -+ + + -+ +- - -+ - +.... } _...._�.... + t # _ : +..... c –4--4 -4-- t + - t - -� -f- I -+ - 1�' T : , r --}i -- 1 1 l ! ; � �1 �I. r I I:. 1 -§ 1 1 1 _, _L... 1 i SI J.. 1. L. r r I r 1 i 1 _L. •M�/. 1 I 1__1 1._.1 � �.. �- 1 1 rrrr�rrArrrllr� a 30 10 - i--- 4f, 041 10 CONSTRUCTION NOTES O1 INSTALL 12" PVC AWWA C900 PIPE (CL 200) AND MJ x MJ (RJ) DUCTILE IRVINE AVENUE IRON FITTINGS (CLASS 350) WRAPPED WITH TWO LAYERS OF POLYETHYLENE WRAP PER PROJECT SPECIFICATIONS. INSTALL THRUST V, II BLOCKS AT ALL HORIZONTAL AND VERTICAL BENDS PER DETAIL e BEGIN OOiVSTRUCr -TION TRENCHING AND BEDDING PER DETAIL C25 C -5 12" SEWER FORCE MAIN NB➢YPOR7' BAY 7'ERRACE� e STA. 1 +00.00 T APARTMEN %S EXISTING R/W I J1 4 EXISTING STREET O2 REMOVE EXISTING 10' SEWER FORCE MAIN AS NECESSARY FOR THE CONNECT TO EXISTING CENTERLINE I I J JI INSTALLATION OF NEW 12" SEWER FORCE MAIN. 14" SEWER FORCE MAIN — ;- EXISTING CURB FACE J O3 CONNECT 12" SEWER FORCE MAIN TO EXISTING 12" SEWER FORCE MAIN PER DETAIL ff - C -5 SCALE: 1 " =20' I ,_.. ` — �__ .\�� __ �. -' .� � ..__ - __ J __- ` 5 — T / //% / �i O T O4 CONNECT 12" SEWER FORCE MAIN TO EXISTING 14' SEWER FORCE L_ _ y ` ° iIi J i `� MAIN PER DETAIL 4 _ i _ 1 I -/ Toff E(CH)O -- _ ...7 r ` Ti jj T - _ — — I , I V NOTES TO CONTRACTOR - -3° - w _.. _,r� - - - -. _ I 3rr� ;_ --i N oQ 1. CONTRACTOR SHALL REVIEW AND COMPLY TO THE GENERAL g' AND SEWER NOTES ON SHEET NO. 3 DURING CONSTRUCTION. . -- -- ...._.._..... .w -- ._... t N ar,w 2 CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL THE _ .... _ J . ___v� = == - =_- ..._..... _._._ __.... _. _ _. _ EXISTING UTILITIES AND STRUCTURES AS STATED IN THE i N 9'2T13 -W! I f -- —L— GENERAL NOTES. — 14SFM L 2Lt j 1 _.._._ 3. CONTRACTOR SHALL COMPLY TO THE COUNTY OF ORANGE �� / j __ �. .1 +__.._._j` 1 f t r I 8'S __ __ ._._. -- -i -r _� .._.,- _... -.-+ -. --f - - -a "5�- - - --�-�� -- - - 8 "S (AB D) _- __� _ _ - -4- -- - -{ - STANDARDS AND ENCROACHMENT PERMIT REQUIREMENTS - - _ -= -s - - -- - -' - - -- '� - -- FOR ALL CONSTRUCTION WORK SHOWN HEREON. - _ TV off 7V OH 4. THE EXISTING 10' SEWER FORCE MAIN IS NOT SHOWN IN \ -.. _ - `- _ 4 - TS - = v OH THE PROFILE ABOVE FOR CLARITY. 7 ; 3 errs � ... _. ...,� � ... .. °` —'^ _ cc A Ll 1 I �_} _ x EXISTING CURB FACE ` END CON CTION Ln E is 12 SEWER FORCE M I 1 SEWER E0 R C E M A�N STA. 5+42.77 nRIVERSIDE EXISTING R/W - 1,' 2 f. BACK BAY C#�NTER 3 Co TO EXISTING FORCE MAIN DRIVE � � �- , IRVINE AVENUE AS -BUILT 2 MESA DRIVE 08/05/2008 n 0 a CALL �p�pFESS� PREPARED BY: DESIGN , COSTA MESA SANITARY DISTRICT 0-4 TOLL FREE Q+ siw JULY 2008 SHEET 1- 800 - 227 -2600 o 9/3D/08 a - MIRVINE PUMPING STATION SEWER TWO WORKING DAYS F"- JOSEPH P. SINACORI II DATE PROJECT NO. � _ - FORCE MAIN REPLACEMENT (PHASE � 4 z BEFORE YOU DIG PROJECT ENGINEER Underground Service Alert REV. DATE BY DESCRIPTION ts cN.� CMSD -171 12 SEWER FORCE MAIN PLAN AND PROFILE OF 5 SHEETS L �L L L� 1 .1� , I A.... '# 1" # 1 }........k. it # 1.. 1.. .. ' .. .. '. ........ .... ' ' .. L..._ ....... _ 4 —�-F� - F- -- }....:._-#-__ _ _ }�--- +- - -t--:: - , i.... �_ 1 1 1 f i A i I I I I I I I I I 1 3 �:�, i:.:. i i -. i..:::1 i. A -... i.. i � i_ y + E...... }._.. # - -t }::_...: # 1 t + iC.... -' }— i ' f I �'f'cF - t i - -1— i - "i _F___t_t i ± I ... : .. . . .._....�....} �._.......� .......: +- r- +- 1- - #-- _4} -._ .-.-__4—'_+ .} --- --- } �: f § t...._ i'.+— ` r I5 1 i i i ' i ' 1, 1 I. f ! i , r : ! :: �. 1 1 1 __I _3_- .:_ 1 1 1 § '{ 1 { - +-- }__ � 4- -� 4- - - -+ -+ + + -+ +- - -+ - +.... } _...._�.... + t # _ : +..... c –4--4 -4-- t + - t - -� -f- I -+ - 1�' T : , r --}i -- 1 1 l ! ; � �1 �I. r I I:. 1 -§ 1 1 1 _, _L... 1 i SI J.. 1. L. r r I r 1 i 1 _L. •M�/. 1 I 1__1 1._.1 � �.. �- 1 1 rrrr�rrArrrllr� a 30 10 - i--- 4f, 041 10 CONSTRUCTION NOTES O1 INSTALL 12" PVC AWWA C900 PIPE (CL 200) AND MJ x MJ (RJ) DUCTILE IRVINE AVENUE IRON FITTINGS (CLASS 350) WRAPPED WITH TWO LAYERS OF POLYETHYLENE WRAP PER PROJECT SPECIFICATIONS. INSTALL THRUST V, II BLOCKS AT ALL HORIZONTAL AND VERTICAL BENDS PER DETAIL e BEGIN OOiVSTRUCr -TION TRENCHING AND BEDDING PER DETAIL C25 C -5 12" SEWER FORCE MAIN NB➢YPOR7' BAY 7'ERRACE� e STA. 1 +00.00 T APARTMEN %S EXISTING R/W I J1 4 EXISTING STREET O2 REMOVE EXISTING 10' SEWER FORCE MAIN AS NECESSARY FOR THE CONNECT TO EXISTING CENTERLINE I I J JI INSTALLATION OF NEW 12" SEWER FORCE MAIN. 14" SEWER FORCE MAIN — ;- EXISTING CURB FACE J O3 CONNECT 12" SEWER FORCE MAIN TO EXISTING 12" SEWER FORCE MAIN PER DETAIL ff - C -5 SCALE: 1 " =20' I ,_.. ` — �__ .\�� __ �. -' .� � ..__ - __ J __- ` 5 — T / //% / �i O T O4 CONNECT 12" SEWER FORCE MAIN TO EXISTING 14' SEWER FORCE L_ _ y ` ° iIi J i `� MAIN PER DETAIL 4 _ i _ 1 I -/ Toff E(CH)O -- _ ...7 r ` Ti jj T - _ — — I , I V NOTES TO CONTRACTOR - -3° - w _.. _,r� - - - -. _ I 3rr� ;_ --i N oQ 1. CONTRACTOR SHALL REVIEW AND COMPLY TO THE GENERAL g' AND SEWER NOTES ON SHEET NO. 3 DURING CONSTRUCTION. . -- -- ...._.._..... .w -- ._... t N ar,w 2 CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL THE _ .... _ J . ___v� = == - =_- ..._..... _._._ __.... _. _ _. _ EXISTING UTILITIES AND STRUCTURES AS STATED IN THE i N 9'2T13 -W! I f -- —L— GENERAL NOTES. — 14SFM L 2Lt j 1 _.._._ 3. CONTRACTOR SHALL COMPLY TO THE COUNTY OF ORANGE �� / j __ �. .1 +__.._._j` 1 f t r I 8'S __ __ ._._. -- -i -r _� .._.,- _... -.-+ -. --f - - -a "5�- - - --�-�� -- - - 8 "S (AB D) _- __� _ _ - -4- -- - -{ - STANDARDS AND ENCROACHMENT PERMIT REQUIREMENTS - - _ -= -s - - -- - -' - - -- '� - -- FOR ALL CONSTRUCTION WORK SHOWN HEREON. - _ TV off 7V OH 4. THE EXISTING 10' SEWER FORCE MAIN IS NOT SHOWN IN \ -.. _ - `- _ 4 - TS - = v OH THE PROFILE ABOVE FOR CLARITY. 7 ; 3 errs � ... _. ...,� � ... .. °` —'^ _ cc A Ll 1 I �_} _ x EXISTING CURB FACE ` END CON CTION Ln E is 12 SEWER FORCE M I 1 SEWER E0 R C E M A�N STA. 5+42.77 nRIVERSIDE EXISTING R/W - 1,' 2 f. BACK BAY C#�NTER 3 Co TO EXISTING FORCE MAIN DRIVE � � �- , IRVINE AVENUE AS -BUILT 2 MESA DRIVE 08/05/2008 n 0 a CALL �p�pFESS� PREPARED BY: DESIGN , COSTA MESA SANITARY DISTRICT 0-4 TOLL FREE Q+ siw JULY 2008 SHEET 1- 800 - 227 -2600 o 9/3D/08 a - MIRVINE PUMPING STATION SEWER TWO WORKING DAYS F"- JOSEPH P. SINACORI II DATE PROJECT NO. � _ - FORCE MAIN REPLACEMENT (PHASE � 4 z BEFORE YOU DIG PROJECT ENGINEER Underground Service Alert REV. DATE BY DESCRIPTION ts cN.� CMSD -171 12 SEWER FORCE MAIN PLAN AND PROFILE OF 5 SHEETS �I t N n 0 VERT. Lv BEARING SURFACE ZO v� TYPICAL BEARING SURFACE ov//�'v I SEE SCHEDULE a �.N HORIZONTAL BEND L - - - "CER 4 DIA OF PIPE <a 111 1� {. o a Lj �0 MINIMUM THRUST BLOCK SIZE BEND 22 112° BEND 45° BEND 90° BEND PIPE SIZE DIMENSION QTY. DIMENSION QTY. DIMENSION QTY. DIMENSION QTY. LN X Lv C.Y. LH X Lv C.Y. LN X Lv C.Y. LN X Lv C.Y. e 18x1' 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' 1.6 310' 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 THRUST NOT TO SCALE 12' PVC AWWA C900 PIPE (CL 200) FOR CONTINUATION OF PIPELINE SEE SHEET C -4 EXISTING 10" TRANSITION COUPLING TO BE REMOVED EXISTING 10" CI SEWER FORCE MAIN TO BE REMOVED EXISTING 12 "x10" DI REDUCER TO BE REMOVED CALL TOLL FREE 1- 800 -227 -2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert REV. DATE BY :NCH BOTTOM Emm is N +` oSBAR �N7► NOTES: 1. THRUST BLOCK BEARING AREA BASED ON ALLOWABLE SOIL BEARING VALUE OF 1500 psf PRESSURE AND 250 pal 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. INSTALL BASE PAVEMENT EXISTING FINISH SURFACE TO MATCH INSTALL CRUSHED AGGREGATE BASE PER ENCROACHMENT PERMIT SAWCUT LINE EXISTING PAVEMENT - w s io �a W4v 3Z w< NJ U. oZ xo W3 co x rn 4" MIN. - 6 ", 8 ", do 10" PIPE - 6" MIN. - 12" PIPE & LARGER IDENTIFICATION (WARNING) TAPE INSTALLED 12" ABOVE THE PIPE SAWCUT LINE IN AREAS WHERE TRENCH CROSS EXISTING PAVEMENT TO BE PROTECTED REPLACE EXISTING PAVEMENT PER ENCROACHMENT PERMIT REPLACE EXISTING AGGREGATE BASE PER ENCROACHMENT PERMIT TRENCH BACKFILL PER ENCROACHMENT PERMIT TRENCH AND PAVEMENT NOTES: 1. TRENCH AND PAVEMENT REMOVAL AND REPLACEMENT SHALL CONFORM TO THE LATEST EDITION OF THE GREENBOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND CITY OF COSTA MESA ENCROACHMENT PERMIT. 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTOR AT LEAST TWO WORKING DAYS PRIOR TO ANY TRENCH AND PAVEMENT WORK. 3. GEOTECHNICAL EVALUATION DURING CONSTRUCTION SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. PAVEMENT MIX DESIGNS AND COMPACTION TESTS SHALL BE REVIEWED AND APPROVED BY THE GOVERNING AGENCY. THE CONTRACTOR SHALL PROVIDE A REPORT (4 COPIES) OF THE GEOTECHNICAL OBSERVATION AND TESTING TO THE DISTRICT. 4. 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. 5. CONTRACTOR SHALL REPLACE PAVEMENT TO THE THICKNESS OF THE EXISTING PAVEMENT PLUS 1 -INCH OR 4 -INCH MINIMUM THICKNESS. CONTRACTOR SHALL REPLACE EXISTING A.6GMQikTE BASE TO THE THICKNESS OF EXISTING AGGREGATE BASE PLUS 1 -INCH OR 6 -INCH MINIMUM THICKNESS. 6. CRUSHED AGGREGATE BASE SHALL BE USED FOR SUBGRADE REPAIR AND CONFORM TO GREENBOOK STANDARD SPECIFICATIONS SECTION 200 -2.2 AND 200 -2.4. 7. BASE PAVEMENT SHALL BE PERFORMANCE GRADE 111133 -PG 64 MINUS 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. 8. TACK COAT SHALL BE PG 64 -10 AND APPLIED ON THE SIDES OF EXISTING PAVEMENT, HES, AND FOR PAVEMENT PATCHES. AND AT JOINTS ON TRENC 9. FINAL PAVEMENT FINAL GRIND AND OVERLAY PAVEMENT PER SEPARATE CONTRACT. 10. IDENTIFICATION (WARNING) TAPE SHALL CONFORM TO THE SCWD STANDARD SPECIFICATION SECTION 15151. 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". 3/4" MAXIMUM CRUSHED ROCK FOR GRAVITY SEWER LINES AND IMPORTED SAND BEDDING AT 9OX RELATIVE COMPACTION FOR SEWER FORCE MAIN PER DISTRICT INSPECTOR. DETAILS TYPICAL TRENCH AND PAVEMENT DETAIL NOT TO SCALE 12't REMOVE EXISTING 12" TRANSITION COUPLING AND CONNECT 12" SEWER FORCE MAIN TO EXISTING 12" SEWER FORCE MAIN USING 12" TRANSITION COUPLING, FORD MODEL NO. FC2A OR APPROVED EQUAL, WITH STAINLESS STEEL HARDWARE AND FUSION - BONDED EPDXY COATING. EXISTING 12" PVC SEWER FORCE MAIN PROTECT IN PLACE EXISTING 12" DI PROTECT IN PLi FORCONTINUAL.,... .,. ... ��...� SEE SHEET C -4 SEWER FORCE MAIN CONNECTION AT IRVINE SCALE: 1/2" AVENUE DESCRIPTION HESS/ PREPARED BY: DESIGN p. Sir i JULY 2008 I Na 83�B9�p IT•+ l_.___..,.,. 9/JO/OB g; PROJECT NC E' * JOSEPH P. SINACORI II DATE C�v�� &/ PROJECT ENGINEER I CMSD -171 3'f CONNECT 14" SEWER FORCE MAIN TO EXISTING 14" SEWER FORCE MAIN USING 14" TRANSITION COUPLING, FORD MODEL NO. FC2A OR APPROVED EQUAL, WITH STAINLESS STEEL HARDWARE AND FUSION - BONDED EPDXY COATING. 4' PVC AWWA C905 PIPE (CL 235) 11-14 "x12" MJ x MJ (RJ) DI REDUCER /-12" PVC AWWA C900 PIPE (CL 200) 3'f v EXISTING 14 "x10" FLG DI REDUCER TO BE REMOVED EXISTING 14" DI SEWER FORCE MAIN PROTECT IN PLACE FOR CONTINUATION OF PIPELINE SEE SHEET C -4 SEWER FORCE MAIN CONNECTION AT RIVERSIDE DRIVE SCALE: 1/2" = 1' -0" FOR CONTINUATION OF PIPELINE SEE SHEET C -4 EXISTING 10" TRANSITION COUPLING TO BE REMOVED EXISTING 10" CI SEWER FORCE MAIN TO BE REMOVED COSTA MESA SANITARY DISTRICT IRVINE PUMPING STATION SEWER FORCE MAIN REPLACEMENT (PHASE Q MISCELLANEOUS DETAILS AS -BUILT 08/05/2008 S5 OF 5 SHEETS