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S-2008-1.2Y 1.i r i I e 00 §0 0 J r. N r. I Nlll n II J L v s �I �I aaI =L aANDARD ABBREVIA - li- - CENTERLINE ABAND ABANDONED HORIZ HORIZONTAL AB AGGREGATE BASE ID INSIDE DIAMETER W PROPOSED WATER LINE - SIZE AS INDICATED CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCH MARK, PUBLIC AGENCIES & UTILITIES, CNB GENERAL WATER NOTES, NOTICE TO CONTRACTOR, JOB SITE SAFETY 5 AC ASPHALT CONCRETE OR ASBESTOS CEMENT INV INVERT W EXISTING WATER LINE - SIZE AS INDICATED ACP ASBESTOS CEMENT PIPE INSUL INSULATED RW PROPOSED RECYCLED WATER LINE - SIZE AS INDICATED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE IP IRON PIPE RW - EXISTING RECYCLED WATER LINE - SIZE AS INDICATED AV AIR RELEASE & VACUUM RELIEF VALVE IRWD IRVINE RANCH WATER DISTRICT 13 AWG AMERICAN WIRE GAUGE LF LINEAR FEET S PROPOSED SEWER LINE - SIZE AS INDICATED AWWA AMERICAN WATER WORKS ASSOCIATION LT LEFT - — — EXISTING SEWER LINE - SIZE AS INDICATED BC BEGIN CURVE MAX MAXIMUM -----TV--- - — EXISTING UNDERGROUND T.V. CABLE BCR BEGIN CURB RETURN MH MANHOLE 18 BEG BEGIN MI MILE 19 EXISTING GAS LINE - SIZE AS INDICATED CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCHMARK, IRWD GENERAL NOTES, PUBLIC AGENCIES & UTILITIES, NOTICE TO CONTRACTOR, JOB SITE SAFETY 20 BF BLIND FLANGE MIN MINIMUM 22 EXISTING HIGH PRESSURE GAS LINE - SIZE AS INDICATED BFV BUTTERFLY VALVE MJ MECHANICAL JOINT 24 EXISTING STORM DRAIN - SIZE AS INDICATED BILK BLOCK N NORTH BM BENCHMARK NE NORTHEAST 26 EXISTING TELEPHONE CONDUIT TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE FROM UNIVERSITY AVENUE TO MESA DRIVE 27 T -3 BO MANUAL DRAIN AND BLOWOFF ASSEMBLY NW NORTHWEST EXISTING FIBER OPTIC CABLE CB CATCH BASIN NO NUMBER EXISTING POWER CABLE CCP CONCRETE CYLINDER PIPE NTS NOT TO SCALE FM EXISTING SEWER FORCE MAIN - SIZE AS INDICATED CF CURB FACE OC ON CENTER 32 T-8 CIP CAST IRON PIPE OD OUTSIDE DIAMETER 33 EXISTING RIGHT -OF -WAY LINE TRAFFIC CONTROL FOR IRWD 12" WATER MAIN - IRVINE AVENUE FROM MIRA LOMA PLACE TO MESA DRIVE 34 PE PLAIN END CL CLASS EXISTING CONCRETE CURB CML&C CEMENT- MORTAR LINED & COATED PCC POINT OF COMPOUND CURVATURE EXISTING EDGE OF PAVEMENT (E.P.) CMSD COSTA MESA SANITARY DISTRICT R (PL) PROPERTY LINE CNB CITY OF NEWPORT BEACH PH POT HOLE PROPOSED WATER VALVE CONIC CONCRETE PO PUSH -ON EXISTING WATER VALVE CONT CONTINUOUS PP POWER POLE FH PROPOSED FIRE HYDRANT (F.H.) CP CATHODIC PROTECTION PSI PRESSURE (POUNDS PER SQUARE INCH) EXISTING FIRE HYDRANT (F.H.) CPLG COUPLING PUE PUBLIC UTITITY EASEMENT CTR CENTER PVC POLYVINYL CHLORIDE PROPOSED WATER SERVICE RECONNECTION (i (CL) CENTERLINE PVMT PAVEMENT EXISTING WATER METER (W.M.) - SINGLE DIA DIAMETER R (RAD) RADIUS EXISTING WATER METER (W.M.) - DOUBLE DI DUCTILE IRON REBAR REINFORCING STEEL DIP DUCTILE IRON PIPE REQD REQUIRED AV PROPOSED AIR RELEASE AND VACUUM RELIEF VALVE RT RIGHT DWG DRAWING EXISTING AIR RELEASE AND VACUUM RELIEF VALVE E EAST RW RECYCLED WATER o ❑ PROPOSED BLOWOFF ASSEMBLY EC END CURVE R/W RIGHT- OF-WAY EL ELEVATION RWV RESILIENT WEDGE VALVE EXISTING BLOWOFF ASSEMBLY ENGR ENGINEERING S SOUTH, SLOPE OR SEWER QPROPOSED CATHODIC TEST STATION ETC ETCETERA SCE SOUTHERN CALIFORNIA EDISON EXISTING CATHODIC TEST STATION EXIST (EX) EXISTING SCH SCHEDULE FL FLOWLINE SD STORM DRAIN EXISTING CATCH BASIN (C.B.) F (FLG) FLANGE SE SAND EQUIVALENT OR SOUTH EAST EXISTING MANHOLE (M.H.) FG FINISHED GRADE SHT SHEET EXISTING ELECTRICAL OR TELEPHONE VAULT FH FIRE HYDRANT SPEC SPECIFICATION FIP FEMALE IRON PIPE THREAD SS STAINLESS STEEL EXISTING FENCE FM FORCE MAIN STA STATION EXISTING POWER POLE FS FINISHED SURFACE STL STEEL B UTILITY POTHOLE LOCATION FT FEET SW SOUTHWEST EXISTING TREE FLIT FUTURE THK THICK FWY FREEWAY TC TOP OF CURB EXISTING SHRUBS GA GAUGE TS TRAFFIC SIGNAL (CONDUIT /CABLE) EXISTING PIPE ENCASEMENT - TYPE AS INDICATED GAL GALLON TYP TYPICAL eQ ORANGE COUNTY ASSESSORS PARCEL NUMBER GALV GALVANIZED UG UNDERGROUND OR ALIGNMENT BEARING GB GRADE BREAK VERT VERTICAL 2 DENOTES DETAIL NUMBER GV GATE VALVE W WEST OR DOMESTIC WATER 12 DENOTES SHEET NUMBER HP HIGH POINT WM WATER METER 4 ANGLE BEACH HUNTINGTON BEACH PROJECT VICINI T Y i 'ORANGE VICINITY MAP NOT TO SCALP COUNTY IRVINE AVENUE HEET �- ri7_.■�LI�N_a Domm Bone E INEERin6 SHEET INDEX SHIT. NO. NConsulting Engineers 1/20106 JLB 2Q RECORD DRAWING 23231 South Pointe Drive, Suite 103 Laguna Hills, CA 92653 (949) 768 -2600 DATE BY DESCRIPTION 44497 1 �7 0x, P OJEC NAGER RICE NO. DATE REVISIONS RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDETITHFIED IN THE TITLE 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 OMISSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL. CONDITIONS WILL VARY SOMEWHAT FROM THE 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. APPROVED ROBIN B. HAMERS R.C.E. 31720 MANAGER /DISTRICT ENGINEER COSTA MESA SANITARY DISTRICT DATE APP'D DESIGNED JPS DRAWN CADD CHECKED JLB DATE 07/04 IRVINE AVENUE SEWER MAIN REPLACEMENT STANDARD SYMBOLS & ABBREVIATIONS VICINITY MAP, INDEX MAP, SHEET INDEX OOSTA MESA 168 -1 SANITARY DISTRICT SHEET 13 OF 34 ,LET CNB TITLE SHEET (WITH SIGNATURE BLOCKS) STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP, SHEET INDEX (CNB SHEETS ONLY) 4 CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCH MARK, PUBLIC AGENCIES & UTILITIES, CNB GENERAL WATER NOTES, NOTICE TO CONTRACTOR, JOB SITE SAFETY 5 CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 9 +94.00 TO STA. 20 +00.00 6 CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 20 +00.00 TO STA. 29 +00.00 7 CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 29+00.00 TO STA. 41 +56.93 8 CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 41 +56.93 TO STA. 51 +26.18 9 CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 51+26.18 TO STA. 59 +33.53 10 CNB 8" WATER MAIN PLAN AND PROFILE SHEET - STA. 60+00.00 TO STA. 63+27.92 CNB MISCELLANEOUS DETAILS 12 CMSD TITLE SHEET (WITH SIGNATURE BLOCKS) 13 STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP, SHEET INDEX (CMSD SHEETS ONLY) 14 CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCH MARK, CMSD GENERAL SEWER NOTES, PUBLIC AGENCIES & UTILITIES, NOTICE TO CONTRACTOR, JOB SITE SAFETY 15 CMSD GRAVITY SEWER MAIN PLAN AND PROFILE - IRVINE AVENUE - STA. 90 +00.00 TO STA. 95 +41.37 CMSD GRAVITY SEWER MAIN PLAN AND PROFILE - MESA DRIVE - STA. 0 +79.46 TO STA. 1 +47.79 16 CMSD 12m SEWER FORCE MAIN PLAN AND PROFILE - STA. 199+80.00 TO STA. 200 +82.6± 17 IR" iITL� KS) 18 STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAF, SHEET INDEX (IRWD SHEETS ONLY) 19 CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCHMARK, IRWD GENERAL NOTES, PUBLIC AGENCIES & UTILITIES, NOTICE TO CONTRACTOR, JOB SITE SAFETY 20 IRWD 12" WATER MAIN PLAN AND PROFILE - STA. 70 +00.00 TO STA. 79+00.00 21 IRWD 12" WATER MAIN PLAN AND PROFILE - STA. 79+00.00 TO STA. 83+715± 22 CP -1 CORROSION PROTECTION PLAN AND GENERAL NOTES FOR CNB 24" WATER MAIN 23 CP -2 CORROSION PROTECTION DETAILS FOR CNB 24" WATER MAIN 24 CP -3 CORROSION PROTECTION DETAILS FOR CNB 24" WATER MAIN . 25 T -1 TRAFFIC CONTROL KEY MAP, NOTES AND LEGEND. TRAFFIC CONTROL FOR CNB 8" WATER MAIN - IRVINE AVENUE FROM UNIVERSITY AVENUE TO MIRA LOMA PLACE 26 T -2 TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE FROM UNIVERSITY AVENUE TO MESA DRIVE 27 T -3 TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE AT MESA DRIVE INTERSECTION 28 T -4 TRAFFIC CONTROL FOR CNB 24" WATER MAIN IRVINE AVENUE FROM MESA DRIVE TO SANTA ANA DELHI CHANNEL, IRVINE AVENUE AT BRISTOL STREET 29 T -5 TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE FROM SANTA ANA DELHI CHANNEL T!i RRIC r/',1 CTRFFT 30 T -6 TRAFFIC CONTROL FOR CMSD GRAVITY MAINS - IRVINE AVENUE NORTH OF MESA DRIVE TRAFFIC CONTROL FOR CMSD 12" SEWER FORCE MAIN - IRVINE AVENUE AT MESA DRIVE INTERSECTION 31 T -7 TRAFFIC CONTROL FOR CMSD GRAVITY SEWER MAINS - IRVINE AVENUE AT MESA DRIVE INTERSECTION 32 T-8 TRAFFIC CONTROL FOR IRWD 12" WATER MAIN - IRVINE AVENUE FROM UNIVERSITY DRIVE TO MIRA LOMA PLACE 33 T -9 TRAFFIC CONTROL FOR IRWD 12" WATER MAIN - IRVINE AVENUE FROM MIRA LOMA PLACE TO MESA DRIVE 34 T -10 TRAFFIC CONTROL FOR IRWD 12" WATER MAIN - IRVINE AVENUE AT MESA DRIVE INTERSECTION NConsulting Engineers 1/20106 JLB 2Q RECORD DRAWING 23231 South Pointe Drive, Suite 103 Laguna Hills, CA 92653 (949) 768 -2600 DATE BY DESCRIPTION 44497 1 �7 0x, P OJEC NAGER RICE NO. DATE REVISIONS RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDETITHFIED IN THE TITLE 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 OMISSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL. CONDITIONS WILL VARY SOMEWHAT FROM THE 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. APPROVED ROBIN B. HAMERS R.C.E. 31720 MANAGER /DISTRICT ENGINEER COSTA MESA SANITARY DISTRICT DATE APP'D DESIGNED JPS DRAWN CADD CHECKED JLB DATE 07/04 IRVINE AVENUE SEWER MAIN REPLACEMENT STANDARD SYMBOLS & ABBREVIATIONS VICINITY MAP, INDEX MAP, SHEET INDEX OOSTA MESA 168 -1 SANITARY DISTRICT SHEET 13 OF 34