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S_5312_S
RECORD DRAWINGS These Record DraVvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions vVhich may have been incorporated into these plans as a result PUBLIC WORKS DEPARTMENT SEWER MAIN UNI G AND REPAIRS PU APPROVED: ~ ~ UTILITIESECTOR LDEN & CIVIL ENGINEERS LAND SURVEYORS SSOC IATES PLANNERS 2552 WHITE ROAD, SUITE 8, IRVINE, CA 92614 (949) 660-0110 FAX: 660-0418 DAVID L. BA PE 40496 6/3/19 DATE TITLE SHEET DATE: R.C.E. NO. 47961 DATE: (,--l -\C\ R.C.E. NO. 46214 DATE: R.C.E. NO. 61527 DESIGNED: DRAWN: SK MJ SK DA TE:_&"""'--. ___._7 _, _,_) _9 ..\-- \ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1966-369-001 C-7538-1 S-5312-S SHEET 1 OF 45 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", CURRENT EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE ENGINEER DOES NOT ASSUME LIABILITY FOR THE ACCURACY OR EXISTENCE OF THE UNDERGROUND UTILITIES OR STRUCTURES AS REPORTED FROM THE RECORDS EXAMINED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) (800) 227-2600 AT LEAST TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION AND FIELD VERIFY THAT THE UTILITIES HAVE BEEN MARKED BEFORE EXCAVATING. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. THE CONTRACTOR MUST NOTIFY THE CITY OF NEWPORT BEACH PUBLIC WORKS INSPECTOR AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR FIELD TESTS BY CONTACTING THE NEWPORT BEACH PUBLIC WORKS DEPARTMENT AT (949) 644-3311. 10. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURFACING OF STREETS. THE INSTALLATION OF ALL UNDERGROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE PRE-APPROVED BY THE CITY ENGINEER. 11. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT ALL PIPES, WALLS, ETC. ARE ADEQUATELY BRACED DURING CONSTRUCTION. 13. ALL WORK SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS IN ALL RESPECTS AND ALL DEVIATIONS SHALL BE APPROVED BY THE ENGINEER. CONTINUE ON SHEET 3 GENERAL NOTES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1966-369-001 C-7538-1 S-5312-S SHEET 2 OF 45 GENERAL NOTES (CONTINUE) 14. THE CONTRACTOR SHALL, PRIOR TO THE BEGINNING OF WORK, INSPECT THE THE PROJECT FOR EXISTING SURVEY MONUMENTS AND THEN SCHEDULE A MEETING WITH THE CllY SURVEYOR TO WALK THE PROJECT TO REVIEW THE SURVEY MONUMENTS. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS DURING CONSTRUCTION OPERATIONS. IN THE EVENT THAT EXISTING SURVEY MONUMENTS ARE REMOVED OR OTHERWISE DISTURBED DURING THE COURSE OF WORK, THE CONTRACTOR SHALL RESTORE THE AFFECTED SURVEY MONUMENTS AT ITS SOLE EXPENSE. THE CONTRACTOR'S LICENSED SURVEYOR SHALL FILE THE REQUIRED RECORD OR CORNER RECORDS WITH THE COUNlY OF ORANGE UPON MONUMENT RESTORATION. 15. CONTRACTOR SHALL CLEAN UP THE PROJECT SITE AT THE END OF EACH WORK DAY. 16. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO AND THROUGH THE WORK AT ALL TIMES. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC STRIPING AND MARKINGS, TRAFFIC SIGNAL EQUIPMENT (INCLUDING DETECTOR LOOPS), STRUCTURES, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, AS A RESULT OF ITS OPERATIONS, AND WILL BE REQUIRED TO REPAIR. REMODEL OR REPLACE SAME TO THE SATISFACTION OF, AND AS DIRECTED BY THE ENGINEER OR UTILllY COMPANY. 18. THE CONTRACTOR SHALL CONDUCT ITS CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED ALONG THE STREET OR DRAINAGE COURSES. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILllY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFElY AND HEALTH REGULATIONs" OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFElY ORDERs". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFElY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFElY ORDERs". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILllY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFElY OF ALL PERSONS AND PROPERlY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILllY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILllY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CllY OF NEWPORT BEACH UTILITIES DEPARTMENT TIME WARNER CABLE GENERAL NOTES (CONTINUE) CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DAY (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 542-6222 1966-369-001 C-7538-1 NIGHT (800) 427-2200 (800) 611-1911 611 (949) 644-3717 (714) 388-2000 S-5312-S SHEET 3 OF 45 LEGEND 0 APPROXIMATE LOCATION OF SEWERS TO BE POINT REPAIRED & LINED -EXISTING SEWER AREA TO SHEET INDEX AREA NUMBER SHEET NUMBER 6 2 7 3 8 21 26 22 27 23 28 24 29 25 30 26 31 28 34-35 VICINITY MAP NOTTO SCALE VICINITY MAP -WEST CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1966-369-001 C-7538-1 S-5312-S SHEET 4 OF 45 AREA 19 AREA 27~~ ~ IIIMI --:- ~ ' iii AREA TO SHEET INDEX c<-_yz=~ AREA NUMBER SHEET NUMBER 4 9 5 10 6 11 7 12 8 13 9 14 10 15 11 16 12 17 13 18 14 19 15 20 16 21 17 22 18 23 19 24 20 25 27 32-33 VICINITY MAP AREA18 LEGEND NOTTO SCALE O APPROXIMATE LOCATION OF SEWERS TO BE POINT REPAIRED & LINED -EXISTING SEWER VICINITY MAP -EAST 1966-369-001 C-7538-1 ~ \\ \_ ~ ~ ~ ~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5312-S SHEET 5 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 1 -LINE R02 007 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE 1966-369-001 C-7538-1 POINT REPAIR 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 6 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 2 -LINE R02 006 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER ---------SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 7 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 3 -LINE R04 007 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER ---------SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 8 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG . WEST BAL -~--------------~ LOCATION MAP AREA 4 -LINE R04 006 OCSD CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER ---------SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 9 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 5 -LINE R06 003 & R06 004 - - CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 10 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG OCEAN ( FRONT LOCATION MAP AREA 6 -LINES ROB 011 & ROB 002 - - CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---f>--EXISTING SEWER ---------SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 11 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG WEST LOCATION MAP OCEAN AREA 7 -LINE R09 002 & R09 003 - - CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND -~-EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED Q MANHOLE o LAMPHOLE * POINT REPAIR FRONT 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 12 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG OCEAN LOCATION MAP LEGEND ---6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET AREA 8 -LINES R21_003, R21_002, R11_002, & R11_003 CITY OF NEWPORT BEACH 1966-369-001 C-7538-1 PUBLIC WORKS DEPARTMENT S-5312-S SHEET 13 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 9 -LINE L31 056 & L31 055 - - CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 14 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 10 -LINE L31 088 & L31 080 - - CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 15 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 11 -LINE L31 084 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER ---------SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 16 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 12 -LINE L31 028 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER ------SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 17 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 13 -LINE L31 025 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER ---------SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 18 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 14 -LINE L31 035 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 19 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 15 -LINE L68 010 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 20 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP LEGEND ---6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET AREA 16-LINES L28 109 THROUGH L28 113 -- CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1966-369-001 C-7538-1 S-5312-S SHEET 21 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 17-LINE L 15 050 & L 15 061 - - CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER ---------SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 ' 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 22 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ') ; _, FORCE MAIN •• , , . ~. ,-. ,,.._ , ,.. MHl!15_ 1 .,,, i:-,1,,3 ~ ... _·-- -D= 1L j/'• r ~ LOCATION MAP LEGEND ---6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET AREA 18 -LINE L 15_ 155, L 15_ 156, L 15_ 158 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1966-369-001 C-7538-1 S-5312-S SHEET 23 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 19 -LINE G22 058 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 24 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 20 -LINE F01 069 & F01 067 - - CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 25 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 21 -LINE F01 134 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 26 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 22 -LINE D05 149 & D05 150 - - CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 27 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 23 -LINE E18 121 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER ---------SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 28 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 24 -LINE D34 015 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 29 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 25 -LINE D34 077 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER ---------SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 30 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 26 -LINE D34 057 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR \ 100 50 0 100 1966-369-001 C-7538-1 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 31 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 27 -LINES H_002, H_003, & H_004 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ----6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED Q MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 tl.002 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 32 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ~ ,::...,...--,---; 1-w w ~-------------(__...__ w w u, LOCATION MAP AREA 27 -LINES H 001 & H 002 - - CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 33 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 28 -LINE D34 060 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER _.....,__ SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 an M ( tu w ::c U) w w U) I 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 34 OF 45 -.:I" CW') 1-w w ::c Cl) w w Cl) I w z ::i ::c (.) ~ :E CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LOCATION MAP AREA 28 -LINE D34 060 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LEGEND ---6>--EXISTING SEWER SEWER TO BE SLIPLINED 0 MANHOLE O LAMPHOLE * POINT REPAIR 1966-369-001 C-7538-1 100 50 0 100 ~ SCALE IN FEET 1 INCH = 100 FEET S-5312-S SHEET 35 OF 45 LINE AREA SHEET STREET NAME SIZE LINEAL LATERALS DEPTH COMMENT NUMBER NUMBER (IN.) FEET (FT.) R02_007 1 6 BAY AVENUE WEST 8 489 27 7.5 R02_006 2 7 BAY AVENUE WEST 8 404 24 7.5 R04_007 3 8 BAY AVENUE WEST 8 401 24 6.3 R04_006 4 9 BAY AVENUE WEST 8 397 24 6.3 R06_003 5 10 9TH STREET 8 236 0 6 DROP MH D=9' R06_004 5 10 BAY AVENUE WEST 8 157 10 5 R08_011 6 11 BAY AVENUE WEST 8 72 0 7.7 POINT REPAIR -STA. ±10+31 & ±10+45 R08_002 6 11 OCEAN FRONT ALLEY W 8 251 15 8 CONC. PIPE R09_002 7 12 OCEAN FRONT ALLEY W 8 250 17 6 CONC. PIPE R09_003 7 12 OCEAN FRONT ALLEY W 8 60 3 5 CONC. PIPE R21_003 8 13 ALLEY 8 300 22 8 REPLACE C.O. W/ M.H. R21_002 8 13 ALLEY 8 15 0 8 R11_002 8 13 OCEAN FRONT ALLEY W 6 250 18 6 PVC PIPE R11_003 8 13 OCEAN FRONT ALLEY W 8 60 3 8 CONC. PIPE, REPLACE C.O. W/ M.H. L31_055 9 14 SOUTH BAY FRONT 8 87 4 5.8 L31_056 9 14 SOUTH BAY FRONT 8 137 5 5.8 POINT REPAIR-STA. ±11+35 L31_088 10 15 ALLEY 8 300 17 7.7 L31_080 10 15 ALLEY 8 300 19 8 L31_084 11 16 ALLEY 8 285 15 8.1 L31_028 12 17 NORTH BAY FRONT 8 77 5 5.1 L31_025 13 18 NORTH BAY FRONT 8 259 10 5 L31_035 14 19 ALLEY 8 300 15 4.6 L68_010 15 20 HARBOR ISLAND DRIVE 8 250 8 5.7 L28_113 16 21 BAYSIDE DRIVE 8 114 2 6.5 L28_112 16 21 BAYSIDE DRIVE 8 79 1 6.5 L28_111 16 21 BAYSIDE DRIVE 8 128 2 6.5 L28_110 16 21 BAYSIDE DRIVE 8 94 1 6.5 L28_109 16 21 BAYSIDE DRIVE 8 84 2 6.5 L15_050 17 22 OCEAN BOULEVARD 10 309 8 10 PCC STREET L15_061 17 22 COVE STREET 8 300 11 8.4 NOTE: ALL PIPES ARE VCP UNLESS NOTED OTHERWISE. - ~ r,WP0,1>~ LINE SEGMENT TABLE • j€ \t CITY OF NEWPORT BEACH 1966-369-001 ~lPQR~ C 7538 1 PUBLIC WORKS DEPARTMENT S-5312-S SHEET 36 OF 45 LINE AREA SHEET STREET NAME SIZE LINEAL LATERALS DEPTH COMMENT NUMBER NUMBER (IN.) FEET (FT.) L15_156 18 23 GLEN DRIVE 8 39 1 7 L15_155 18 23 GLEN DRIVE 8 41 0 7 L15_158 18 23 GLEN DRIVE 8 196 3 4 G22_058 19 24 POLARIS DRIVE 8 400 3 9.5 F01_069 20 25 VIAXANTHE 8 231 13 9 F01_067 20 25 VIA VELLA 8 250 12 7.6 F01_134 21 26 VIA EBOLI 8 320 14 6.3 POINT REPAIR STA. ±10+00.82, 01_113 IS A DROP MH D=l0.4' D05_150 22 27 WEST COAST HIGHWAY 8 171 1 12 NO AS-BUILTS, RESTAURANTS D05_149 22 27 WEST COAST HIGHWAY 8 376 8 8 NO AS-BUILTS, RESTAURANTS E18_121 23 28 16TH STREET 6 30 0 5 INSTALL NEW M.H. D34_015 24 29 62ND STREET 8 259 14 5 D34_077 25 30 OCEAN FRONT ALLEY W 6 170 1 6 REPLACE C.O. W/ M.H. D34_057 26 31 CANAL STREET 8 223 7 6 H_00l 27 32 JAMBOREE RD 10 311 0 8.5 H_002 27 32 JAMBOREE RD 10 349 0 8.5 H_003 27 33 JAMBOREE RD 10 335 0 11.5 H_004 27 33 JAMBOREE RD 10 70 0 13 MHH04 IS A DROP MH D=18.7' D34_060 28 34 62ND STREET 6 1157 0 VARIES FORCE MAIN NOTE: ALL PIPES ARE VCP UNLESS NOTED OTHERWISE. - ~ r,WP0,1>~ LINE SEGMENT TABLE • j€ \t CITY OF NEWPORT BEACH 1966-369-001 ~lPQR~ C 7538 1 PUBLIC WORKS DEPARTMENT S-5312-S SHEET 37 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG MHE18-01 D= _LCllY OF COSTA MESA LEGEND -~-EXISTING SEWER SEWER TO BE SLIPLINED G MANHOLE O LAMPHOLE * POINT REPAIR ' ··:;:;·-\ -+---105.Jf ,,,,106.05 ---F - GUTTER UP NOTES: 40 20 0 40 CONTRACTOR TO POTHOLE HORIZONTAL AND VERTICAL JOIN POINTS FOR NEW CONSTRUCTION. INFORMATION OBTAINED FROM S-5300-S AS BUILTS DATED 9/17 /92. ~ SEE SHEET 39 FOR EXISTING STORM DRAIN PROFILE. SCALE IN FEET SEE SHEET 40 FOR EXISTING o LATERAL PROFILE. 1 INCH = 40 FEET CONSTRUCTION NOTES NO. DESCRIPTION G) JOIN EXISTING o VCP LATERAL. USE 6-INCH MR02-66 REPAIR COUPLING, AS MANUFACTURED BY MISSION RUBBER 0 0 0 FURNISH AND INSTALL SHALLOW MANHOLE PER SSPPWC STD. PLAN 201-2 FRAME AND COVER PER CNB STD-112-L AND STD-409-L FURNISH AND INST ALL 6n VCP SEWER LINE PER CNB STD-105-L -C CONSTRUCT PAVEMENT RESTORATION PER CNB STD-105-L IMPROVEMENT PLAN AREA 23 -LINE E18 121 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1966-369-001 C-7538-1 S-5312-S SHEET 38 OF 45 -o---- ----t . l ------t 1-------1 1"=4' S9 -~ff= ---:111:·;,:· __ : _ _, :: : ::~-t··,..... 3/ -. --I·- -::iv=t:·- • - -I· ...... -----J _____ _ EXISTING 30" DUCTILE IRON PROFILE STORM DRAIN PROFILE AREA 23 -LINE E18 121 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1966-369-001 C-7538-1 S-5312-S SHEET 39 OF 45 r--- PROFIL£ SCALE HORIZ. 1• =20' VERT. 1•=4• : . :·:::::::::~.~ .. ::·::·:-~:::~.1 ·::·:·:':.':::~·::' .::·:~:.:~:~.:·.t :~:::.:::.:i~:~ .. :_.:::_.>::::· •• •••,••••-•~••j~••""N••S>••••r •••>«e•••,•••1 • ----~:t ~~:-.~::::-:+:·;-:.:.:~~~t :·.~:·. . :,: ~ ::.-·:-:··:· ::--:i ::·~' ·-•• , : ···:· ._. . ! . t r : ·····-··' . ·-· ·--···t -.... :~:·::.:.1 ' ! ·--······t·······--••-l••-,•····--······➔ .,._ .. , -··,. . ... , .. ,. EXISTING ft' VCP SEWER PROFILE .1 CONSTRUCTION NOTES NO. DESCRIPTION G) 0 0 © JOIN EXISTING o' VCP LATERAL FURNISH AND INSTALL SHALLOW MANHOLE PER SSPPWC STD. PLAN 201-2 FRAME AND COVER PER CNB STD-112-L AND STD-409-L FURNISH AND INSTALL 5• VCP SEWER LATERAL CONSTRUCT PAVEMENT RESTORATION PER CNB STD-105-L SEWER PROFILE AREA 23 -LINE E18 121 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1966-369-001 C-7538-1 S-5312-S SHEET 40 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LEGEND ---6>--EXISTING SEWER ---------SEWER TO BE SLIPLINED Q MANHOLE O LAMPHOLE * POINT REPAIR E>CISI'. CATV --PONI' REPMI-APPROXIMTE a• CONIRACIOR 10 ► BAY AVENUE WEST W BAY AVENUE SECTION IS APPROXIMATELY 8" PCC OVER COMPACTED SAND THE EXISTING UNDERGROUND UTILITIES ARE SHOWN PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD (POTHOLE) OF ALL UTILITIES THAT MAY CONFLICT AND ALL POINT OF CONNECTIONS PRIOR TO BEGINNING THE CONSTRUCTION OF THE SEWER REPAIR. IMPROVEMENT PLAN AREA 6 -LINE ROB 011 1966-369-001 C-7538-1 40 20 0 40 ~ SCALE IN FEET 1 INCH = 40 FEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5312-S SHEET 41 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG -D-5t' STA. :I: 10+00.00 EX; TELE. CAaE LJ1_058 LEGEND ---6>--EXISTING SEWER ---------SEWER TO BE SLIPLINED Q MANHOLE O LAMPHOLE * POINT REPAIR SOUTH BAY FRONT SOUTH BAY FRONT SECTION IS APPROXIMATELY 4'' PCC THE EXISTING UNDERGROUND UTILITIES ARE SHOWN PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD (POTHOLE) OF ALL UTILITIES THAT MAY CONFLICT AND ALL POINT OF CONNECTIONS PRIOR TO BEGINNING THE CONSTRUCTION OF THE SEWER REPAIR. IMPROVEMENT PLAN AREA 9 -LINE L31 056 1966-369-001 C-7538-1 40 20 0 40 ~ SCALE IN FEET 1 INCH = 40 FEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5312-S SHEET 42 OF 45 LEGEND EXISTING SEWER CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ---------SEWER TO BE SLIPLINED POINT REPAIR~XIIMlE ~TION CON1RICTOR TI> VERIFY MANHOLE LAMPHOLE POINT REPAIR ....J <C ~ AVENUE PARK AVENUE SECTION IS APPROXIMATELY 811 PCC ALLEY BElWEEN MARINE AVENUE & GRAND CANAL IS APPROXIMATELY 6" PCC THE EXISTING UNDERGROUND UTILITIES ARE SHOWN PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD (POTHOLE) OF ALL UTILITIES THAT MAY CONFLICT AND ALL POINT OF CONNECTIONS PRIOR TO BEGINNING THE CONSTRUCTION OF THE SEWER REPAIR. IMPROVEMENT PLAN AREA 14-LINE L31 035 1966-369-001 C-7538-1 40 20 0 40 ~ SCALE IN FEET 1 INCH = 40 FEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5312-S SHEET 43 OF 45 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG VIA EBOLI SECTION IS APPROXIMATELY 2'' AC OVER 6" WARRENITE LEGEND ---6>--EXISTING SEWER ---------SEWER TO BE SLIPLINED Q MANHOLE O LAMPHOLE * POINT REPAIR 40 20 0 40 THE EXISTING UNDERGROUND UTILITIES ARE SHOWN PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD (POTHOLE) OF ALL UTILITIES THAT MAY CONFLICT AND ALL POINT OF CONNECTIONS PRIOR TO BEGINNING THE CONSTRUCTION OF THE SEWER REPAIR. ~ SCALE IN FEET 1 INCH = 40 FEET IMPROVEMENT PLAN AREA 21 -LINE F01 134 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1966-369-001 C-7538-1 S-5312-S SHEET 44 OF 45 SLURRY LIMITS SEE NOTE 7 & DETAIL C ff' MIN SLURRY LIMITS SEE NOTE 7 & DETAIL C REPAIR LIMITS SEE NOTE 2 MISS ALIGNED JOINT OR SAG EXISTING SEWER (TYP.) DETAIL A EXISTING SERVICE LATERAL EXISTING PAVEMENT OR FINISHED SURFACE fj' MIN TRUE INTENDED PIPE (t REPAIR COUPLING BOTH SIDES OF NEW PIPE (TYP.) TRENCH REPAIR PER STD-015-L NEW WYE OR TEE NEW SEWER MAIN 1:=c~ELOW :_'. ""t~tNcH·.<' EXIST. AC/AB SLOPE VARIES ( 1 % MINIMUM) REPAIR COUPLING AS REQUIRED MIN ·:··.,·_··WIDTH-· :··:::··:..::·.·;;.::_i<. URRY SAND SE • .-. ·:. ~~ NEW SERVICE LATERAL ( 1' MIN LENGTH) ff' MIN UNDISTURBED DETAIL B NOTES NEW 1/8 OR 1/16 BEND AS REQUIRED DETAILC 1. NEW SEWER PIPE SHALL BE INSTALLED STRAIGHT AND TRUE TO THE INTENDED SLOPE. 2. LIMITS OF REPAIR SHALL BE DETERMINED BY CCTV AND IN THE FIELD. SOIL 3. THE REPAIR SHALL CONSIST OF REMOVAL OF THE AFFECTED PIPE(S) AND APPURTENANCES AND INSTALLING NEW PVC SDR-35 AND APPURTENANCES, IN LIKE SIZE AND SHALL BE CONSTRUCTED PER STD-106-L EXCEPT AS MODIFIED HEREON (DETAIL A). 4. THE REPAIR SHALL CONSIST OF RE-CONNECTING ACTIVE SERVICE LATERAL(S) AND APPURTENANCES AND INSTALLING NEW PVC SDR-35 AND APPURTENANCES IN LIKE SIZE WITHIN THE LIMITS OF THE REPAIR AND SHALL BE CONSTRUCTED PER STD-405-L EXCEPT AS MODIFIED HEREON (DETAIL B). 5. A REPAIR COUPLING SHALL BE INSTALLED ON EITHER SIDE OF THE REPAIR, TO CONNECT THE EXISTING PIPE TO THE NEW PIPE. 6. THE REPAIR COUPLINGS SHALL BE; MR02-44 FOR 4-INCH, MR02-66 FOR 6-INCH, MR02-88 FOR 8-INCH, OR MR02-1010 FOR 10-INCH, AS MANUFACTURED BY MISSION RUBBER. 7. EACH REPAIR INCLUDING SERVICE LATERAL(S) SHALL BE 1-SACK SLURRY BACKFILLED, A MINIMUM OF 6-INCHES FROM EACH END OF THE REPAIR COUPLING AND UP TO 1-INCH BELOW EXISTING A.C. SECTION PER DETAIL C. 8. SLURRY BACKFILL TO BE PLACED AGAINST UNDISTURBED NATURAL GROUND. 9. SLURRY SHALL NOT BE PLACED AROUND A.C. PIPE (WHEN APPLICABLE). POINT REPAIR DETAIL CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1966-369-001 C-7538-1 S-5312-S SHEET 45 OF 45 ..----------7 L PUBLIC WORKS DEPARTMENT STORM DRAIN SYSTEM REHABILITATION PROJECT 38-1 DATE: G ··-7 .-l°' R.C.E. NO. 46214 R.C.E. NO. 61527 TITLE SHEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7538-1 D-5400-S OF 24 C-7538-1 D-5400-S ~-------7 L GENERAL NOTES 1. ALL WORK DETAILED ON THESE DRAWINGS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURF ACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE ENGINEER. F Al LURE TO DO SO SHALL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 6. PROPOSED IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 7. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO THE DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 8. ALL TREES SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. 9. PROFILE DRAWINGS OF THE STORM DRAINS IN THIS CONTRACT ARE LOCATED IN APPENDIX A OF THE SPECIAL PROVISIONS. THE LOCATION AND ELEVATIONS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND FROM CCTV INSPECTION REPORTS DATED 2016. 10. OBJECT ID AND TASK AREA DESIGNATIONS CORRESPOND TO THE CCTV INSPECTION REPORTS PREPARED BY DOWNSTREAM SERVICES, INC. FOR THE CNB IN 2016. 11. ALL WATER USED FOR CLEANING SHALL BE COLLECTED BEFORE ENTERING NEWPORT BEACH WATERWAYS OR BAY. 12. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. GENERAL NOTES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT i Ii -I C-7538-1 D-5400-S ~-------7 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR e STRUCTURES NOT SHOWN ON THESE PLANS. I ., ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS e SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND ~ THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE 1 "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE ~ OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". ~ ri THE ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' ~ COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEAL TH REGULATIONS" OF THE U.S. DEPARTMENT OF t LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION j SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ~ RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, 5- 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 OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ________________________________ ,!,. I ! EMERGENCY TELEPHONE NUMBERS J;; +---------------------------------~ L SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES) ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE UNDERGROUND SER~CE ALERT MESA WATER DISTRICT CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG GENERAL NOTES (CONTINUED) CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DAY (800)-624-8153 (800)-611-1911 (800)-332-1321 (949)-644-3011 (714)-962-2411 (714 )-542-6222 (800)-422-4133 ( 949 )-631-1200 NIGHT (800)-427-2200 (800)-611-1911 611 (949)-795-2139 (714 )-593-7025 (714)-388-2000 (800)-422-4133 ( 949 )-631-1200 ! 1 ~ I I i I ~ ~ C-7538-1 D-5400-S ~-------7 L CONSTRUCTION NOTES CD ® 0 PROTECT IN PLACE. CLEAN PIPE (DEPOSITS, CONCRETE, DEBRIS, ETC.) INSTALL CURED-IN-PLACE (CIPP) LINE EXISTING CMP PER LENGTH AND DIAMETER INDICATED ON THE PLANS. 0 INSTALL CURED-IN-PLACE (CIPP) LINE EXISTING CMP ARCH PER LENGTH AND DIAMETER INDICATED ON THE PLANS. ® GROUT PIPE ANNULUS. 0 EXTEND MANHOLE SHAFT AND ADJUST RIM TO GRADE. 0 TRIM BRUSH AND /OR TREE. ® INSTALL 30" HOPE DROP INLET PER DETAIL ON SHEET 24 AND CONNECT TO EXISTING PIPE. REMOVE EXISTING 18-INCH CMP. REMOVE EXISTING 6-INCH CMP. INSTALL 18-INCH SDR35 PVC PIPE, PIPE BEDDING AND BACKFILL, AND AC PAVEMENT PER CNB STD 105-L-A AND CNB STD-105-L-F. NEW 18-INCH SDR35 PVC PIPE TO MAINTAIN EXISTING PIPE SLOPE . " ... INSTALL 12-INCH SDR35 PVC PIPE, PIPE BEDDING AND BACKFILL, AND AC PAVEMENT PER CNB STD §. 105-L-A AND CNB STD-105-L-F. NEW 12-INCH SDR35 PVC PIPE TO MAINTAIN EXISTING PIPE SLOPE. @ INSTALL 4 LF SECTIONAL POINT REPAIR USING TWO-SIDED FIBERGLASS MAT WITHIN EXISTING CMP STORM DRAIN PER LOCATION AND DIAMETER INDICATED. @ INSTALL BROOKS 18x18 CATCH BASIN WITH GALVANIZED GRATE. MATCH EXISTING INVERT. CONSTRUCTION NOTES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7538-1 D-5400-S TASK AREA 11 SHEET 17 TASK AREA 11 SHEET 20 TASK AREA 9 SHEET 16 TASK AREA 8 SHEET 15 _______ 7 VICINITY MAP -NORTH CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT -I C-7538-1 D-5400-S TASK AREA 5 SHEET 14 TASK AREA 11 SHEETS 18-19 TASK AREA 11 SHEET 21 _______ 7 MATCHLINE-SEE SHEET 5 PACIFIC OCEAN VICINITY MAP -WEST CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT HARBOR ..... [jj w I (f) ,y-,,.,r-_,,,__,w ,_.,,.._,,,___.mW (f) ' w z :J I 0 !;;: :::iE -I C-7538-1 D-5400-S TASK AREA 14 SHEET 22 TASK AREA 2 SHEET 13 TASK AREA 14 SHEET 23 TASK AREA 1 SHEETS 8-10 TASK AREA 1 SHEET 11 TASK AREA 1 SHEET 12 _______ 7 co 1-w w :::c en w w en I w z ::J :::c ~ ~ MATCHLINE -SEE SHEET 5 VICINITY MAP -EAST CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT -I S S S S S S S S S S W W W W W W W W W W RO W RO W ROW ROW G G G G G G G G G G G C-7538-1 D-5400-S OBJECT ID: 3768B OBJECT ID: 3713 OBJECT ID: 3765 POINT REPAIR OBJECT ID: 3805 POINT REPAIR OBJECT ID: 3769 _______ 7 20 ! CONSTRUCTION NOTES 0 PROTECT IN PLACE. 0 CLEAN PIPE (DEPOSITS, CONCRETE, DEBRIS, ETC.) 0 INSTALL CURED-IN-PLACE (CIPP) LINE EXISTING CMP PER LENGTH AND DIAMETER INDICATED ON THE PLANS ® GROUT PIPE ANNULUS i 1 • ~ TASK AREA 1 LOCATION MAP NOT TO SCALE STORM DRAIN LOCATION ~ p GA \ \ IX CJ ?J ___ ; \ ---- ---- --~ ------ --;::: -- -------- ----------\ -- --;::: -- -------: -- --~::;..-_________ _::::--\ oD ------------st-f'-N f>;p. \ 10 0 20 1_1 ! SCALE IN FEET 1 INCH = 20 FEET TASK AREA 1 SERRA DRIVE -OBJECT ID. 3713 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT T ID: 3713 CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG i -I T T T T T T T T T T T E E E E E E E E E E E E E W W W W W W W W W W W W W W W W W W S S S S S S S R O W R O W R O W R O W ROW R O W RO W R O W RO W RO W RO W RO W G G G G G G G G G G G G G G G G G G G G G G G W W W W W W C-7538-1 D-5400-S POINT REPAIR OBJECT ID: 3769 PER SHEET 10 OBJECT ID: 3768B OBJECT ID: 3713 OBJECT ID: 3765 POINT REPAIR OBJECT ID: 3805 POINT REPAIR OBJECT ID: 3769 _______ 7 40 ! TASK AREA 1 LOCATION MAP NOT TO SCALE STORM DRAIN LOCATION ~ 16"HIGH PRESSURE GAS LINE 20 0 1_1 ........ SCALE IN FEET 1 INCH = 40 FEET 40 ! CONSTRUCTION NOTES 0 0 0 ® PROTECT IN PLACE. CLEAN PIPE (DEPOSITS, CONCRETE, DEBRIS, ETC.) INSTALL CURED-IN-PLACE (CIPP) LINE EXISTING CMP PER LENGTH AND DIAMETER INDICATED ON THE PLANS GROUT PIPE ANNULUS ........ DRAINAGE----_j EASEMENT 1 VERIFY M.H. 1 / 1 LOCATION IN / ---(OBJEC ID: 3768 B) THE FIELD ~.,.,_..---. . / FIELD ,~RIFY SD /1 I I -/ 30"PVC~ / , / LEZG " ;/ I I ·; °' '/ I I j 1 (' -:::::: ---'/ I I ; 1 S ' I I 1 t. __ _ I 11r---==---=::::: ........ ~ .... "-.... / I ~"-.... ,1 / -::::-.... / / , ........ / J ,-::: (OBJECT ID: 4"HIGH PRESSURE GAS LINE • 1~ATE ' 1 M~C~ 1 " ', ........ ........ ........ ........ ........ ........ ........ ........ ........ E~R DR.~~ CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG TASK AREA 1 E. COAST HWY & SEAWARD DR -OBJ ID. 3765 & 3768 B CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT I T T T T T T E E E E E E E E W W W W W W W W W R O W R O W R O W R O W R O W G W W C-7538-1 D-5400-S OBJECT ID: 3768B OBJECT ID: 3713 OBJECT ID: 3765 POINT REPAIR OBJECT ID: 3805 POINT REPAIR OBJECT ID: 3769 OBJECT ID: 3768B PER SHEET 9 _______ 7 20 ! TASK AREA 1 LOCATION MAP NOT TO SCALE STORM DRAIN LOCATION ~ "' "' "- 10 0 20 1_1 ! SCALE IN FEET 1 INCH = 20 FEET CONSTRUCTION NOTES 0 PROTECT IN PLACE. 0 CLEAN PIPE (DEPOSITS, CONCRETE, DEBRIS, ETC.) @ INSTALL 4 LF SECTIONAL POINT REPAIR USING TWO-SIDED FIBERGLASS MAT WITHIN EXISTING CMP STORM DRAIN PER LOCATION AND DIAMETER INDICATED. DRAINAGE EASEMENT ' I I I I I TASK AREA 1 -POINT REPAIR E. COAST HWY & SEAWARD DRIVE -OBJ ID. 3769 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT -I R O W R O W RO W ROW ROW T T T T T CA T V CA T V C A T V CA T V CA T V C A T V ROW ROW RO W RO W RO W R O W SSSSS S S S S S S S S S SSSSS S S S S S S S S S SSSSS S S S S S S S S S E E E E E E E E E E E E E EEEE E E E E E E E W W W W W W W W W W W W W W W W ROW RO W RO W RO W RO W RO W R O W G G G G G G G G G G G G G G G G G G G GGG G G G G ROW RO W RO W RO W RO W RO W R O W W W W W W C-7538-1 D-5400-S OBJECT ID: 3768B OBJECT ID: 3713 OBJECT ID: 3765 POINT REPAIR OBJECT ID: 3805 POINT REPAIR OBJECT ID: 3769 _______ 7 ~ --I,}_ ~• PVC TASK AREA 1 LOCATION MAP NOT TO SCALE STORM DRAIN LOCATION ~ CONSTRUCTION NOTES CD PROTECT IN PLACE 0 CLEAN PIPE (DEPOSITS, CONCRETE, DEBRIS, ETC.) @ INSTALL 4 LF SECTIONAL POINT REPAIR USING TWO-SIDED FIBERGLASS MAT WITHIN EXISTING CMP STORM DRAIN PER LOCATION AND DIAMETER INDICATED. 50 25 0 50 1 1_1 ! SCALE IN FEET 1 INCH = 50 FEET -=---sE~ TASK AREA 1 -POINT REPAIR E. COAST HWY & MORNING CANYON -OBJ ID. 3805 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ,, I\~\ \I\ I\ \·\ "' I\\\ I/,/ II j I T T T T T T T T T C A T V CA T V C A T V C A T V CA T V C A T V C A T V C A T V G G G G G G G G G R O W R O W RO W R O W RO W ROW S S S S S S W W W W W W W W W W W W W W W E E E E E G G G G G G G G G G G G G G G G G G G C-7538-1 D-5400-S POINT REPAIR OBJECT ID: 3837 _______ 7 40 ! 20 ! TASK AREA 1 LOCATION MAP NOT TO SCALE 0 ! SCALE IN FEET 1 INCH = 40 FEET ~ 40 ! I I II --1. I I '--~ "WA CCSP '-- TASK AREA 1 "'Bs, ® E. COAST HWY & CAMEO HIGHLANDS DR -OBJ ID. 3837 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT -I '--'-- CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G RO W R O W R O W ROW ROW RO W R O W R O W RO W ROW ROW R O W ROW ROW RO W ROW E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W S S S S S G G G G G G G G G G G G G G G OBJECT ID: 3527 & 3528 C-7538-1 D-5400-S OBJECT ID: 3523 OBJECT ID: 5268 OBJECT ID: 3529 & 3531 _______ 7 TASKAREA2 LOCATION MAP NOT TO SCALE STORM DRAIN LOCATION ~ (0 ID: CONSTRUCTION NOTES \ \ CD PROTECT IN PLACE 0 CLEAN PIPE (DEPOSITS, CONCRETE, DEBRIS, ETC.) 0 INSTALL CURED-IN-PLACE (CIPP) LINE EXISTING CMP PER LENGTH \ --1"\ \ AND DIAMETER INDICATED ON \ THE PLANS \ ® GROUT PIPE ANNULUS \ 50 ! 25 ! CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG SCALE IN FEET 1 INCH = 50 FEET TASKAREA2 \ COAST HWY & FERNLEAF AVENUE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ~ p i i "- ""'- RO W RO W RO W RO W RO W RO W ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW S S S T T T T T T T T T T E E E E E E E E E S W W W W W E E E E E E E E E E S S S 70' 140' 175' C-7538-1 D-5400-S OBJECT ID: 683 & 129952 _______ 7 TASK AREAS LOCATION MAP NOT TO SCALE NEWPORT BAY STORM DRAIN LOCATION !!'ill / CONSTRUCTION NOTES CD PROTECT IN PLACE ® REMOVE EXISTING 18-INCH CMP / @) REMOVE EXISTING 6-INCH CMP // a @ INSTALL 18-INCH SDR35 PVC PIPE, PIPE BEDDING, BACKFILL, AND AC PAVEMENT PER CNB STD 105-L-A AND CNB STD 105-L-F. NEW 18-INCH SDR35 PVC PIPE TO MAINTAIN EXISTING PIPE SLOPE. @ INSTALL 12-INCH SDR35 PVC PIPE, l PIPE BEDDING, BACKFILL, AND AC PAVEMENT PER CNB STD 105-L-A AND CNB STD 105-L-F. NEW 12-INCH SDR35 PVC PIPE TO MAINTAIN EXISTING PIPE SLOPE. @ INSTALL BROOKS 18x18 CATCH BASIN WITH GALVANIZED GRATE. MATCH EXISTING INVERT. 60 30 0 60 ! ! ! ! SCALE IN FEET 1 INCH = 60 FEET NEWPORT BAY CALL TOLL FREE /) 1-800-227-2600 TASK AREA 5 -REPLACEMENT 10TH STREET -OBJECT ID. 683 & 129952 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 18" CAP Feet Every reasonable effort has been made to assure the accuracy of the data provided, however, The City of Newport Beach and its employees and agents disclaim any and all responsibility from or relating to any results obtained in its use. Disclaimer: 11/12/2019 0 8040 .. N NEWPORT s BE AC H 0 C-7538-1 D-5400-S 40 ! UPPER NEYIPORT BAY TASKAREA8 LOCATION MAP NOT TO SCALE CONSTRUCTION NOTES 0 PROTECT IN PLACE. 0 CLEAN PIPE (DEPOSITS, CONCRETE, DEBRIS, ETC.) fA'\ CURED-IN-PLACE (CIPP) LINE EXISTING CMP ARCH PER \.V LENGTH AND DIAMETER INDICATED ON THE PLANS ® GROUT PIPE ANNULUS 0 TRIM BRUSH AND /OR TREE r-, !~; I 5fl21! NEWPORT BAY STORM DRAIN LOCATION ~ I I I I 1 --• - 15' UTILITIE ~ EASEMENT C.B. 1 20 0 40 ! ! ! SCALE IN FEET 1 INCH = 40 FEET TASKAREA8 BACK BAY DRIVE -OBJECT ID 1386-1387 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG [ .... I t S S S S SSS S S S S S S S S S S S S ROW ROW W W W C-7538-1 D-5400-S POINT REPAIR OBJECT ID: 1420 ~-------7 UPP BA BA 1 • ~ . :)t:i:-ON::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::F.!ARK:=:=:=:= ..................................... .................................... TASKAREA9 LOCATION MAP NOT TO SCALE STORM DRAIN LOCATION ~ CONSTRUCTION NOTES 0 PROTECT IN PLACE. 0 CLEAN PIPE (DEPOSITS, CONCRETE, DEBRIS, ETC.) @ INSTALL 4 LF SECTIONAL POINT REPAIR USING TWO-SIDED FIBERGLASS MAT WITHIN EXISTING CMP STORM DRAIN PER LOCATION AND DIAMETER INDICATED. y 1-fA 40 20 0 40 ! ! ! ! SCALE IN FEET 1 INCH = 40 FEET TASK AREA 9 -POINT REPAIR BACK BAY DR. & VISTA BONITA-OBJ ID. 1420 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG I C-7538-1 D-5400-S 40 ! CONSTRUCTION NOTES 0 PROTECT IN PLACE. 0 CLEAN PIPE (DEPOSITS, CONCRETE, DEBRIS, ETC.) 0 INSTALL CURED-IN-PLACE (CIPP) LINE EXISTING CMP PER LENGTH AND DIAMETER INDICATED ON THE PLANS ® GROUT PIPE ANNULUS 0 TRIM BRUSH AND /OR TREE t 0 INSTALL 30" HOPE DROP INLET PER DETAIL ON SHEET 24 ~ AND CONNECT TO EXISTING PIPE .;/ ~ TASK AREA 11 · //J ~ LOCATION MAP . . / . ~ NOT TO SCALE -......, STORM DRAIN LOCATION ~ · · · ER · · · • RT · y · . . . . . . ................................................ . . ..................... , . 30"PVC. l ......... _ .... .... ocso . . /: / .,,,,. /4 7 20 0 1_1 SCALE IN FEET 1 INCH = 40 FEET 40 ! TASK AREA 11 P.C.C. 1 SWALE ......................................... E LET '.4Qu;N ............ ----.................... , fflLLs ........ Ro~D CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG SAN JOAQUIN HILLS & BACK BAY DR-OBJ ID 2475 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT I t RO W RO W RO W RO W G G G G G G G G G G G G G RO W ROW T T T T T T T T T T T T T T T T T T T T T T T CA T V CAT V CA T V CAT V CA T V CAT V CAT V CAT V CAT V E E E E E E E E E E E E E E E E E E E W W W W W S S S S S S S W W W W W W OBJECT ID: 2475 C-7538-1 D-5400-S OBJECT ID: 2919-2920OBJECT ID: 2932 OBJECT ID: 2903 OBJECT ID: 2909-2910 _______ 7 40 ! CONSTRUCTION NOTES 0 PROTECT IN PLACE. 0 CLEAN PIPE (DEPOSITS, CONCRETE, DEBRIS, ETC.) 0 INSTALL CURED-IN-PLACE (CIPP) LINE EXISTING CMP PER LENGTH AND DIAMETER INDICATED ON THE PLANS TASK AREA 11 LOCATION MAP NOT TO SCALE STORM DRAIN LOCATION ~ PALISADES TENNIS CLUB 1 20 0 40 1_1 ! SCALE IN FEET 1 INCH = 40 FEET ® GROUT PIPE ANNULUS TASK AREA 11 JAMBOREE ROAD -OBJECT ID 2932 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT < CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG -I C-7538-1 D-5400-S _______ 7 50 ! PROTECT IN PLACE. CLEAN PIPE (DEPOSITS, CONCRETE, DEBRIS, ETC.) INSTALL CURED-IN-PLACE (CIPP) LINE EXISTING CMP PER LENGTH AND DIAMETER INDICATED ON THE PLANS TASK AREA 11 LOCATION MAP NOT TO SCALE STORM DRAIN LOCATION l!il:l 25 0 1_1 V' DITC EASEMENT 18"VCP OCSD SCALE IN FEET 1 INCH = 50 FEET 50 ! LIMITE ACCESS GROUT PIPE ANNULUS 30" MLCCSP TASK AREA 11 JAMBOREE ROAD -OBJECT ID 2903 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 0 ) t ~ REBUILD l. MH ~ ~ 1 30"RC SD 7R· / "' ~ s~~j' \\I CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG ROW ROW ROW ROW ROW ROW E E E E E E E E G G G G G G G G T T T T T T T T T T T T T T T T T T T T T T T CAT V CAT V CAT V CAT V CAT V CAT V CAT V CAT V CAT V CAT V CAT V CAT V CAT V CAT V CAT V CAT V CAT V E E E E E E E E E E E E E E S S S S S S S S S S S G G G G W W W W W W W C-7538-1 D-5400-S OBJECT ID: 2475 OBJECT ID: 2919-2920OBJECT ID: 2932 OBJECT ID: 2903 OBJECT ID: 2909-2910 _______ 7 TASK AREA 11 LOCATION MAP NOT TO SCALE STORM DRAIN LOCATION ~ CONSTRUCTION NOTES 0 PROTECT IN PLACE. 0 CLEAN PIPE (DEPOSITS, CONCRETE, DEBRIS, ETC.) fA'\ INSTALL CURED-IN-PLACE (CIPP) LINE EXISTING CMP ARCH \.V PER LENGTH AND DIAMETER INDICATED ON THE PLANS ® GROUT PIPE ANNULUS 0 TRIM BRUSH AND /OR TREE / v· Dmii # / / / / EASEM]NT ~// 8" p 1/ ~ ~A41GH'~L /// RESSYRE 1 / GA,Z'LINE / /4'. ~// ~(:)~ / j} ~~~ ~(j \\ ~~ / CLEAR AT HEADWALL ~\ 40 ! P.C.C. 1 SWAL 20 0 1_1 40 ! SCALE IN FEET 1 INCH = 40 FEET TASK AREA 11 JAMBOREE ROAD -OBJECT ID 2919-2920 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARCH CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG -I RO W RO W RO W RO W RO W RO W RO W E E E E E E E E S S S S S S S S S S S S S S S S S S S S W W W W WS S S S S C-7538-1 D-5400-S OBJECT ID: 2909-2910 OBJECT ID: 2475 OBJECT ID: 2919-2920OBJECT ID: 2932 OBJECT ID: 2903 _______ 7 20 ! TASK AREA 11 LOCATION MAP NOT TO SCALE STORM DRAIN LOCATION ~ -------- CONSTRUCTION NOTES 0 PROTECT IN PLACE. 0 CLEAN PIPE (DEPOSITS, CONCRETE, DEBRIS, ETC.) fA'\ INSTALL CURED-IN-PLACE (CIPP) LINE EXISTING CMP ARCH \.V PER LENGTH AND DIAMETER INDICATED ON THE PLANS ® GROUT PIPE ANNULUS HYATT REGENCY 10 0 ! ! SCALE IN FEET 1 INCH = 20 FEET TASK AREA 11 BACK BAY DRIVE -OBJECT ID 2909-2910 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG -I R O W R O W R O W R O W ROW ROW RO W ROW R O W R O W ROW S S S S S S S S S S S S S S S W W W W C-7538-1 D-5400-S OBJECT ID: 3639 OBJECT ID: 3685 & 3575 ~-------7 40 ! I • ~ 20 ! TASK AREA 14 LOCATION MAP NOT TO SCALE STORM DRAIN LOCATION ~ 0 40 ! ! CONSTRUCTION NOTES 0 PROTECT IN PLACE. 0 CLEAN PIPE (DEPOSITS, CONCRETE, DEBRIS, ETC.) 0 INSTALL CURED-IN-PLACE (CIPP) LINE EXISTING CMP PER LENGTH AND DIAMETER INDICATED ON THE PLANS ® GROUT PIPE ANNULUS / < CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG SCALE IN FEET 1 INCH = 40 FEET TASK AREA 14 DAHLIA AVENUE -OBJECT ID 3685 & 3575 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT -I R O W R O W R O W ROW E E E E E E E E E SSS W W W S S S S OBJECT ID: 3639 C-7538-1 D-5400-S OBJECT ID: 3685 & 3575 ~-------7 TASK AREA 14 LOCATION MAP NOT TO SCALE STORM DRAIN LOCATION ~ CONSTRUCTION NOTES 0 PROTECT IN PLACE. 0 CLEAN PIPE (DEPOSITS, CONCRETE, DEBRIS, ETC.) 0 INSTALL CURED-IN-PLACE (CIPP) LINE EXISTING CMP PER LENGTH AND DIAMETER INDICATED ON THE PLANS ® GROUT PIPE ANNULUS 10"CIP~ WATER\..!._;- STREETLIGHT \ 20 10 0 20 ! 1_1 ! SCALE IN FEET 1 INCH = 20 FEET TASK AREA 14 MARGUERITE AVE & E COAST HWY -OBJECT ID 3639 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG -I C-7538-1 D-5400-S 1/2 INCH 0 STEEL BARS, WELD TO PROTECTION B~ AT 6 INCHES O.C. AND TO BAND AT 120 (3 LOCATIONS). BEND STEEL PLATE AND WELD. 1/4 INCH x 3 INCH STEEL BAND, BEND 2 INCH FLANGE AT ENDS. 1/4 INCH x 6 INCH DIA. STEEL PLATE '--5/8 INCH ,0 x 6 INCH GALVANIZED MACHINE BOLT NOTES: 1 PROTECTION BAR SEE NOTE 6 30" INVERT ELEV. A CONNECT TO CMP WITH P.C.C. COLLAR, IN ACCORDANCE WITH DETAIL AT RIGHT .... Q : co > WRAP WITH ONE THICKNESS OF 15 POUND FELT PAPER, SHAPE OPENING FOR SMOOTH JOINT 1. V, D1, D2 AND ELEVATION A SHALL BE SHOWN ON THE CONSTRUCTION PLANS. 2. GRATE ASSEMBLY SHALL BE FABRICATED TO FIT HOPE OF SIZE D2. 3. GRATE ASSEMBLY SHALL BE GALVANIZED AFTER FABRICATION. 4. R.C.P. SHALL BE SIZED TO FIT FUTURE CATCH BASIN DESIGN. 5. GRATE ASSEMBLY SHALL BE FABRICATED TO FIT THE OUTSIDE DIAMETER OF STANDARD JUNCTION STRUCTURE SHAFT IF INDICATED ON CONSTRUCTION PLANS. 6 . 1/2 INCH WIDE SLOTS OR 1/2 INCH TO 1 INCH O H_9LES. 7 . D1 GAUGE SHALL BE SAME AS D2. HOPE DROP INLET NOT TO SCALE DETAIL SHEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT t I 2600 Series Cover and Frame Assembly A / ' °", II coj,"'" i;'' II -_ ) ~ • SEWER -lw • .--✓-'·; II • ,. DI A 11=11=11=11="" I ) s:::iRUE fJCI_!:: .......----"",,,,.-611 ::.:-.. -~ W TNES"i M ~RK ; / A ' -./ STAIN LESS STEEL _ ___. -~~- PICK BAR ~ Jf------002.SD'----7.-, ~/' I, '"'l ''~]l ~/ [' .2S o • .,.J •r:i]t~-,1j'!;~ r ' 18.2)'"_ ---; (2) QUARTER -UR[\ _j 8.C. LOCl<S W/ SECURITY BOLT l JI 26.Gtl"DIA 2-4''DIA. a.EAR OPENING 25.so"DIA. 37' DIA. SECTION 1\-A , ./ ,.'~ _l ITfMI "" ' ' 2 I DETAIL 2 EXIST 8"PVC SEWER CITY YARD TRANSFER STATION EXl s;f CLARIFIER "--lEXIST 8"PVC ~ SEWER ~ 6~1~-~1±-'-'.ltN-'-:V:::i,.---:=::-\ i -~~___...,------~ 9 s ---s -~ 61.7± 3 S=2% MIN \ \ 0' U1 \ \ '\ ~\:'.) \ I 0' ~'"'. I • a ' ! \ '¾:) VJ \~y-· EXIST rt, • SEWER 'A MH / \ I \ . \ \ /\ . ~ / ,.J' EXIST 42"f P / . \ J . ;---_ E)< JJR 8 VCP ' STORM DR IN l{b •\o / . \\ \ EXIST 12"PVC ':Z_ • \ \ STORM DRAIN / ~ /\ I s , \ I ,_./_,, \ I \. V) XIST 8" GP SEWER SEWER LINE & CLARIFIER INSTALLATION BOM ""' CDN2GG2!0 CC,,:2bC2·1;, SCALE: 1" = 10' ~_!I_._~_ C[U.PuSllE rRAl"E c □MPCJSJTE t:OVER Product Number COM2602-49A01 0..lgn Fealuno• -Matarii.ls Aber Rel11furced Polymer .Proof load H-25 (50,000 LB) I 0400 (400kN) -OpenAreei nta -Coating Undipped • ,/ Designates Machined Surface 'Neigh! Cover -34 lb. Freme -28 lb. C.rllfloat!an -H25 Proof load perAASHTO M306-10 • D400 Proof load per EN124 --Country of Origin:USA lock Option Twialllr.1'1111 "Twll!ILIITDam~hdernml\ dTllualndl!ClrlllllGMUp ~IFr!Sewrily HiP.llei oold MP!1111lelY{EJI COMCOT30) Drawing Revlalon 4111'2016 Designer: MAH Revised By: D,_,.,,.,.. NOTE: i L 5 64.0± INV L_ 3 2% MIN 3 DETAIL NOT TO SCALE <J <l . 3 6" 45· BEND ~ SDR-35 :;; PVC N 6" 45· BEND SDR-35 PVC ~~ lA8El & CAPACITY ···,.,_ f_~ARKINGS PLAN VIEW ~, .. -~ c====================+===-, INLET ,..--··---·-···-··--·1 ! // ~-\ --~--- ·. •··· ···--------,' ,-----::·----... ' I ; ~ >.. ~'" _LET '¾.___::::::./· L.--'::::· -;;;.;;;;;;::::__J / . --.... , ., . _____ ,, ... .., NOTE: 1, CONCRETE OF PORTLAND CEMENT DE'SJGN, POURED AND VIBRATED FOR DENSrrY TO DEVELOP 4000 PSl@28 DAYS COMPRESSlVE STRENGTH, AND REINFORCED Wt!H #3 DEFORMED STEEL BARS AS PEil STRUCTllflAL DRAWINGS, STRUCTURAL DRAWINGS AVAILABLE UPON REQUEST. 2 . REFER TO DRAWING PIC030002A FOR ADDITIONAL CONSTRUCTION NOTES, INSTALLATION INSTRUCTIONS AND MANHOLE DETAILS. 3, EXCAVATION MUST BE TWO FOOT LARGER THAN UNIT SIZE. EXCAVATED BASE MUST BE LEVEL AND COMPACT. SIX INCHES OF ROADBASE OR GRAVEL RECOMMENDED. 4, A MAXIMUM OF 24' OF MHX GRADE RING RECOMMENDED, GREATER REQUIREMENTS SHOULD INVOLVE AN INCREASE IN THE HEIGHT OF THE RISER SECTION TO FACILITATE INSPECTION AND CLEANING. 5. FITTINGS AT THE INLET AND OUTLET ENDS CANNOT BE SUPPLIED DUE TO VARIANCES IN LOCAL PLUMBING CODES. CONSULT LOCAL CODES FOR REQUIREMENTS. --. .. -· .. --... .. . •· .... • ..... ---~ .. r ~,-~--/' L .. fAMl'LI IOX 6S!f£1SP IY td&L PUlMM,G ES. &0)( COMES Mf:CHANICAU'I' ATTACHEO ro UNIT ANO IS PRHEAI.ED ro IJNII WITH fll'OXV AOHBSl'41f EXCAVATION SIZE: 12 Fl LONG IY SEVIN FT WIDI MINIMUM. &XCAYA.11 AN ADDIIIONAL IWO 1'111' IN llN8IH FOR THE IAMPU IIOX , IF INCLUDED. CAST IRON·: / .::OVER & FRAME (TYP) _ _./"-\ \ \ SECTION -IUYATION VIEW 1500 Gallon IW3 lndurtrlal Clarlfler ~ t,~ .I.;. -. ' ;\, lfrt.lS UNIT CONFOAMS 1·· /. TO MUNICPM. I ~kttJ~ UNIFORM PlUMBfNI. I 1 ~ •iN"c cooesANOASTM t bL:;;.==;;;;'~'N-.11 .,_3-21 RtQIJl<EMEN18_ .!l LOCATED DI'/ INLET END UPPER LEFT HAND CORNER , I ;,i'----···---,58"-----,f ' ' SECTION -END VIEW ------------·------;-;=::=;===-; ii;>RAWING# YRAMID * INDUSTRIAL WASTE CLARIFIERS RECAST • SAND AND GREASE INTERCEPTORS CO. INC • SEPTIC TANKS & DISTRIBUTION BOXES ! PIC030012A ; i""·~"-~ ···-= --· ·-··~"'-'··-'=; •DRAWN BV I [ SCOTT BENART I ' . ;.---.. -..-..,·-·~"''"'-·""" 1 iSCAL£ , 2438 LOCUST A \fE, RIAL iO, CA PH. (909) 823-4255 FAX (909) 823-8687 ! 1 :32 ! L ...... -... ········*"••····--....... ) . ' DETAIL 1 NOT TO SCALE DEMOLITION NOTES W 0 REMOVE EXISTING AC PAVEMENT AND EXCAVATE FOR THE CLARIFIER AND SEWER PIPE. ~ 0 REMOVE EXIST CONCRETE PAVEMENT AND EXCAVATE FOR THE SEWER PIPE. 3 2% MIN 0) 0 G) 0 ® ® 0 ® ® CONSTRUCTION NOTES INSTALL 1500 GALLON IW3 INDUSTRIAL CLAR IFIER WITH SAMPLE BOX BY PYRAM ID PRECAST PER DETAIL 1 HEREON. INSTALL SEWER CLEANOUT PER CITY OF NEWPORT BEACH DWG NO. STD-400-L. INSTALL 6" SDR-35 PVC SANITARY SEWER LATERAL PER CITY OF NEWPORT BEACH DWG NO. SID-406-L AND PIPE BEDDING PER CITY OF NEWPORT BEACH DWG NO. STD-106-L. INSTALL SEWER LATERAL CONNECTION TYPE "A" PER CITY OF NEWPORT BEACH DWG NO. STD-405-L. MODIFIED CONNECTION ASSEMBLY TO EXISTING INLET (CASE-1 SIDE JUNCTI ON) PER CITY OF NEWPOR T BEACH DWG NO. STD-312-L AND DETAIL 3 HEREON. INSTALL 2600 SERIES COVER AND FRAME ASSEMBLY PER DETAIL 2 HEREON. CONSTRUCT 8" THICK PCC DRYING SLAB AREA. CONSTRUCT 8" THICK PCC APPROACH ON 6"CAB. CONSTRUCT AC PAVEMENT (MATCH EXISTING). @ FILL IN/CAP EXISTING PIPE OUTLET/INLET. FILL PIPE WITH 1-SACK SLURRY. 0 L CJ' "' C "' " 0 .c, 0 E 0 tj- '° L " 'i= ·c: 0 0 I WtighlP llb!IJll:Q) oim!IMitooe: {i'IQhea.fll'lflJ and~pii)yldedfa'yoor~klanoll. w. 1'991/W ~ J'IGht 10 mcdfy lfl9dfieaticffll vdt!olll poornolce. ALL EXISTING ELEVATIONS SHOWN ARE APPROXIMATE AND BASED ON AS-BUILT FOR THE CORPORATION YARD RESIDUE DRYING AREA AND BASE & PAVEMENT RECONSTRUCTION PLAN DA TED 2/28/90. FIELD VERIFY EXISTING ELEVATIONS AND NOTIFY ENG INEER OF ANY DISCREPANCIES. PROPOSED ELEVATIONS AND HORIZONTAL ALIGNMENT ARE APPROX IMATE AND MAY BE REVISED TO ACCOMMODATE FIELD CONDITIONS. r---r-----,---------------------..,...---.-----------r-----------r---------------------------------1,:;; APPRO~AL COMMENDED: ~,, CCWFOENTIAL, ThlsG'll'lllng I• the prap1111y cl EJ OROUF'' lne., e:nd !Jll'ibodkle ~feU,foffll8tlon, ,wgln9d!1llllb.. patllnll., tradll_., lrbmatlon, a~<l/llrla'u,I tiowloot 1111hll pmplll'fyfJfE.I GROUP, -,c, Copytlglll:@2014 fJ QROUP, in,;;, ~~,__ 800626 4653 ajoo.com SEWER IMPROVEMENT PLAN :, SEWER LINE & CLARIFIER INSTALLATION ~ 0 ~ TRICK ARCINI RCE 70740 CITY YARD -RESIDUE DRYING AREA · v, SENIOR CIV NGINEER L 1--------,=----+------------------------r--------'' -2' • en DESIGNED: AB DRAWN: AB CITY OF NEWPORT BEACH 1-------] -:::;;;;;;;:;;;;;:;;.. ~ ~------------------N_o_T_T_o_s_c_A_L_E ________________________________________________ -L_N_o_. _[__D_AT_E _ _J_o_Es_c_R1_PT_1o_N_o_F_R_E_V1_s1_0N_s __________ ...J_A_PP_R_ov_E_o.,__ _______ __._c_H_Ec_K_ED_:_P_ALD-A_TE_=1:..::0L11:..::5L11:..::8.,__ ____ P_U_B_L_lc_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ __.__sH_E_Er __ 1_o_F_1~;