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"' ~ -~+--~-+I-_A_DAl15 __ ~E.~--+-~ ORAt-1:iE JI COAST ~z f COLLEGE = CITY OF COSTR ~ I ff MESA I LL VICTORIA ST. 0 -INDICATES AREA SHOWN ON LOCATION MAP V I C I INl Il lf"Y IMAIP REDUCED SCALE SYMBOIL ILIEG[EINJID) • 0 "IS D -0- -x-x-x- 0 {Jf] ..LLL LLL .LLL .LLL Tif:::\:\:\:9§ ~/////////a POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE POWER POLE ANCHOR MONUMENT FENCE BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILDING ----EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ---'i..---CENTERLINE ----5----SEWER LINE - - -_J"c_ - -WATER LINE ----G-- -GAS LINE -E-POWER LINE -TEL --TELEPHONE LINE -TV-CABLEVISION LINE -SP--SPRINKLER SYSTEM '!J: STREET LIGHT -,,-SIGN AGENCY IH(ER SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CALL TOLL FREE t-B00-422-4133 BEFORE YOU DIG CITY OF NEWPORT BEACH (UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT ACP FL INV RIM MH FH R/W C.I. P. t AVE. HWY WM LAT. FC pp U. C. I. ABBREVIATIONS ASBESTOS CEMENT PIPE FLOWLINE INVERT MANHOLE RIM MANHOLE FIRE HYDRANT RIGHT-OF-WAY CAST IRON PIPE CENTERLINE AVENUE HIGHWAY WATER METER SEWER LATERAL FINISHED CONCRETE POWER POLE THIRD AVENUE "' :, '" z :, "' z ::: "' ::: "' "' z (:1ROJECT " ::, .. 'LOCATION "' "' .. "" .., "' < -' "4c1,,. SECOND IC LOCATION MAP NUMBERS 634-0251 895-0221 G 1 I 644-3011 962-2411 NOT TO SCALE 542-622f, AFTER 6:00 PM 542-3975 720-2040 1-800-422-4133 GENERAL NOTES CONT. 27. VCP SEWER PIPE MAY BE USED IN LIEU OF PVC PIPE BY SPECIAL PERMISSION. PIPE SHALL BE MANUFACTURED PER ASTM 0-3034 SDR-35 OR ASTM F-789. ALL FITTINGS SHALL BE PREFABRICATED ~~b~ti~8°;o&lrT~:g:-C·YiEi~E~~p~1!l0.PJNr2•~re'olvfETr:·~op OF PIPE ANO SHALL BE CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF TRENCH BACKFILL. 28. ALL SEWER LINES TO BE OWNED1,0PERATEO ANO MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING, AIR TESTING AND MANDRILLING. ALL VIDEO INSPECTION SHALL BE PERFORMED. BY THE CITY UTILITIES DEPARTMENT. THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERWISE COMPROMISED SHALL BE REPAIRED/REPLACED ANO REINSPECTED, INCLUDING AIR TEST, MANDRIL AND VIDEO, PRIOR TO ACCEPTANCE. PUBLIC WORKS DEPARTMENT SEWER MAIN EXTENSION JASMINE AVENUE NORTH OF SECOND AVENUE APPROVED= APPROVED= "' ::, i.:i ::: "' ... ii: "' j .. ,. AVENUE BASIS OF BEARINGS THE BEARINGS ON THIS MAP ARE BASED ON THE CENTERLINE OF JASMINE AVENUE BEARING OF N 39• 38'oo"E AS SHOWN ON TRACT No. 323, M.M. 14/40, 41. g~ ~ uiirhl:P DIREcroR R.c.E. 38799 DATE: DATE= PUBLIC WORKS DIRECTOR R.C.E. 12806 CONSTRUCTION NOTES CONST 118 L.F OF 8" V.C.P. SEWER MAIN CONST. MANHOLE PER CITY OF NEWPORT BEACH STD. PLAN 401-L CONST. 4" SEWER LATERAL ANO CLEANOUT PER CITY OF NEWPORT BEACH STD. 405-L &406-L PIPE BEDDING 8 TRENCHING PER CITY OF NEWPORT BEACH STD. 105-L 8 106-L CORE DRILL INTO EXISTING MANHOLE, FILL ANNULAR SPACE WITH CEMENT-GROUT PROTECT EXISTING THRUST BLOCK IN PLACE ABANDON EXIST. 6" SEWER LATERAL ANO CUT 8 PLUG WITH TWO-SACK CEMENT CONST. I" WATER SERVICE PER CITY OF NEWPORT BEACH STD. 502-L REMOVE EXISTING SEWER CLEANOUT AND WYE CONNECTION SAWCUT AND REMOVE EXIST. CONCRETE CROSS GUTTER TO THE NEAREST JOINT AND REPLACE IN KIND. BENCHMARK 3K 29 68 ELEV• 81. 881 1976 6 BLOCKS NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. IOI ALT) FROM THE POST OFFICE AT CORONA DEL MAR TO ITS INTERSECTION 'WITH IRIS AVENUE; 36 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 49.5 FEET SOUTHEAST OF THE CENTERLINE OF THE AVENUE, 17.5 FEET SOUTHEAST OF A FIRE HYDRANT, 22.5 FEET SOUTHEAST OF A STREET LIGHT POLE, SET IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE CATCH BASIN, 0.6 OF A FOOT HIGHER THAN THE GUTTER. SHEET INDEX SHEET DESCRIPTION TITLE SHEET 2 SEWER MAIN PLAN 8 PROFILE 3 SEWER LATERAL ABANDONMENT PLAN 8 PROFILE. GENERAL NOTES 1. THE CONSTRUCTION OF' ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS or THE NEWPORT BEACH CONSTRUCTION STANDARDS. STANDARD SPECIAL PR0"1SIONS, DESIGN CRITERIA, STANDARD DRAWINGS ANO THE "STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION", 1991 EDITION ANO SUPPLEMENTS. • 2. STATIONING REFERS TO CENTERLINE or STREET. 3. EXISTING UNDERGROUND UTILITIES ARE SHOYIN AS PER AVAILABI.E RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ','ERIF'llNG THE ACTUAL LOCATION AND ELEVATION IN THE FlELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TO FACE or CURB. 5, ALL EXPOSED CONCRElt SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADnNING CURBS ANO WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING Of SlREET AND ORI VEWA YS. 7. PAl/rMENT SECTIONS SHOYIN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 8. SE'M:R, WATER AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 9. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBUC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERf'ORMING .ANY WORK AT 644- 3311. lliE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED IIFTER PLACEMENT OF' FORMS AND PRIOR TO PLACEMENT OF' ANY CONCRETE FOR CURB & GUTTER SO lliAT lliE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY MTH EXISTING CONSTRUCTION. 10. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTivrL Y GUARDED BY A SHORING SYSTEM; SLOPING OF THE GRCJJNO OR OlHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FlV[ (5) FEET IN DEPlli SHALL ALSO BE GUARDED MiEN EXAMINATION INDICATED THAT HAZARDCJJS GROUND MO\t:MENT MAY BE EXPECTED. 11. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 10 ABOVE FROM CAL-OSHA. 12. ALL STORM DRAIN, SEWER AND WATER PIPES SHALL BE BEDDED IN ACCORD Willi CITY OF NEWPORT BEACH SID-106-L 13. DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HA\£ AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF lHE STANDARD SPECIFlCA TIONS. 14. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORD WITH CITY OF' NE'M'ORT BEACH SID-510-L 15. WATER MAINS SHALL HAVI: A t.llNIMUM Of' 30• OF CO\t:R FROM SUBGRADE. 16. ALL CONCRETE SHALL BE 560-C-3250. 17. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORD WITH CITY OF NE'M'ORT BEACH SID-314-L 18. A.C.P. Will-I A D-LOAD OF' ONE AND ONE HALF GREATER THAN REQUIRED FOR R.C.P. MAY BE USED FOR STORM DRAINS. 19. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OfT ANY FlRE HYDRANTS AT 644-3106. 20. THE FlRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 21. A FlRE PROTECTION SYSltM THAT IS ACCEPTABLE TO THE FlRE DEPARTMENT SHALL BE INSTALLED BY lHE DEl/rLOPER AND TESltD BY 'l'HE FlRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERIALS OR START OF ANY STRUCTURAL FRAMING. 22. ALL FLANGED PIPE JOINlS SHALL BE JOINED UTILIZING T'IPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED, Cl.Olli REINFORCED BUNA-N RUBBER. 23. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAV[ ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM T'IPE 316 STAINLESS STEEL 24. PIPE HARNESS ASSEMBLIES. VALVE ANO FlTllNG RESTRAINTS ANO SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING rn>E 316 STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS. SHACKLES AND OlHER HARDWARE MY BE CARBON STEEL OR DUCTILE IRON l\tiERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH CORROSION PROltCTil/r MASTIC COMPOUND. 25. BQTED CONNECTORS FABRICATED FROM T'IPE 316 STAINLESS STEEL SHALL HAvt: THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-'SEIZE COMPOUND. 26. fill BOLTED AND lHREADED FASltNERS SHALL BE MANUFACTURED IN THE UNITED STA TES OF AMERICA AND SH ALL CONFORM TO THE MINIMUM . REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND lHE ANSI SPECIFlCATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFlCATION FROM THE MANUFACnJRER STATING COMPLIANCE Will-I THE APPROPRIATE SPECIFlCA TIONS. PREPARED BY VALLEY CONSULTANTS, INC. P.O. BOX 10516 NEWPORT BEACH, CA. 92658 (714) 644 -4552 JAMES KAVIANI RCE 29329 QrESSl .::::, AMES KAVIANI '?- w., r-ri a:: .,.., ND 29329 .:o -+c ,,.,J/JJ/'1.-* CIVll .,__ ~,, fJ1[CA~~'2i S-SJ!>-O -S SHEET I OF 3 0 ..., (.,v \ / f O· SCALE= I"= 20' . /00 9S- ror. 99 90 I 80 :c ::E t-= U) x "' . a: z "' -,I: "' \ U) ., =· ::r-v Iii VO\) : 0 CONSTRUCT 101 LF OF s" VCP SEWER 10+50 EXISt CURB/ GUTTER .., t-= a: : 4;, AC. ST. 10+ 00 JASMINE AVE. ...__i-EXISt CURB /GUTTER . ,,""-offss -t AMES KAVIJ\NI ~ -, ~o, jJ~~; ClVIL' r Cfll\ 502 504 506 JASMINE AVENUE VALLEY CONSULTANTS INC. P.O. BOX 10516 NEWPORT BEACH,CA 92658 (714) 644-4552 .' JAMES KAVIANI RCE 29329 11+50 508 PROFILE SCALE VERT• 111 =4' H0RIZ: 1"=20' R/W NOTE: CONTRACTOR TO USE CAUTION WHEN CROSSING BELOW THE EXISTING 12" WATER MAIN WITH THE PROPOSED SEWER LATERALS APPROVED 0 ® CONST. //8 L.F. a" V.C.P. SEWER MAIN CONST. MANHOLE PER CITY OF NEWPORT BEACH STD PLAN 40I-L 0 CONST 4" SEWER LATERAL AND CLEANOUT PER CITY OF NEWPORT BEACH STD. 405-L 8 406-L. @ PIPE BEDDING 8 TRENCHING PER CITY OF NEWPORT BEACH STD. 105-L & I06-L @ CORE DRILL INTO EXISTING MANHOLE, FILL ANNULAR SPACE WITH CEMENT-GROUT © G) ® (@) PROTECT EXISTING THRUST BLOCK IN PLACE. ABANDON EXIST. 6" SEWER LATERAL AND CUT & PLUG WITH TWO SACK CEMENT REMOVE EXIST. SEWER CLEANOUT AND WYE CONNECTION SAWCUT AND REMOVE EXIST. CONCRETE CROSS GUTTER TO THE NEAREST JOINT AND REPLACE IN KIND. Z'>' 25' REMOVE EXIST. MANHOLE SHELF TO FORM SMOOTH --.... CHANNEL FLOW '4' 5' !fi' /5' 5' 4-· ,· R l i IW I 9' --I' ' 11 ' r-... ' Zi, I -- I +I r~ -" 1 1/ I ' ' w EXIST. OUTLET PROPOSED INLET EXIST. INLET FILL WITH CLASS "A" CONCRETE CUT AND PLUG WITH TWO SACK CEMENT ~--;;;~;{INLET PROP. •" """'1' ? EXIST. I 2'' WATER 7 RECHANNELING OF MANHOLE DETAIL EXIST. 5" SEWER· N. T. S. TYPICAL SECTION N.T.S. APPROVED 43.0.n.l. SEWER MAIN EXTENSION ~~··ed-JASMINE AVENUE NORTH OF uTIIIRECTOR PUBLIC WORKS DIRECTOR 'R.E. No. 12806 DATE DESIGNED V.CJ. DRAWN vc.r DATE BY DATE DESCRIPTION APP'□. DESIGNED v.c..r. R.C.E. No. '3'o""!CJ'q SECOND AVENUE 9 ,., ~-1 DRAWN s-51...ro y.c.r. CITY OF NEWPORT BEACH s CHECKED V.t:..T DATE 7 //41'13 REVISIONS CHECKED 1/-c.J:: DATE PUBLIC WORKS DEPARTMENT SHEET 2 OF 3 7 /'-I ?3 REV.A t "" 110 100 90 SCALE= I 11 = 20 1 :IE 0: o- 0"' +~ Oo - 10 I I w z :J a.: 0 0: • a..~ o-. t- "' en "' • +"' o2 -- w z :J a.: oo 0: IC a. -"' 0 "' .; ,...: EXIST. GRADE AT + Q ft. OF ALLEY ).., ___ _;_1,---- "'Ex 1ST. e" SEWER LINE ( S = 0.0448 I w z :J >- 01-. a:: "'w ~ e; 0 a:: -a. w z :J 0 >-. I- "' a:: "' w + a. oO -0: ,a. • 11 N Cl w Cl Cl 3 a. I-' - ol-. a:: .,, w -a. +o =.a:: ,a. ..J ~ -;a_ < 502 508 -w ,EXIST. 6" C.I. WATER MAIN ~ I-' ,..; I-' : "' II), II) + -· + ~504 )( 0 -w !506 1"·-.. -L------+-w-...\,!;,,------F-----;,;sr/ --------'--..,_/ _____ .----1-~---------------------------------0 ••• I -M ♦ • ,/ -- u.i ~ 14 7 r--1---... __,+---r, \ ----------:::::€3'"'f--t·-· __ ../., _____ ..lf'-ii+-----....a.-----r~,---7r---.L...--~-~--f---~----,l.;...--------------------------------'''------+ls:!-------- 10400 ALLEY __ / , \ I .,.] f_..cr--.:i---'I'.. ' 134B0 ALLEY 8 +50 SECOND AVE. ~ a:: Ill Cl ~ z 30 0 a. 0 u <tw w = z en 1\1--..J i-: II) >C w , I ~-\ \ ---->.----------~ ____ .__ ____________ . ------------------------8+50 THIRD AVE. a. • \EXIST. 2" STEEL GAS LINE \ --'EXIST. 8" V.C.P. SEWER ' ~a: ~ ~ 2 V-t-=~I"-· a: IOu,N r-,:3 i==-...,, ..,; + - • -= ""' oxwa..:io..,.: ~ o_-. -wmo+• . P ;;g;QX in3= -II.I =~ 8 ;~ !'fl a.: :;: 0 _o: -a. B 8 ., ;,i .. 0: -o + It: = .. 8 ALLEY BETWEEN JASMINE AVE. AND LARKSPUR AVE. ~P~R.:!:E:..!::P~A~R=-E~D~B'._!Y ___ .....i-------------, APPR~. /J ]/,1 ~ VALLEY CONSULTANTS,INC. (...,2,f:::Z ~ P.O. BOX 10516 PUBLIC WORK DIRECTOR NEWPORT BEACH , CA. 92658 RE. No. 12B06 ~)!~ JAMES KAVIANI R.C.E. 29329 DATE DESIGNED V.C.I. CHECKED Ve :r. DRAY!~ ,1.CI. DATE 7/14-/'13 RE:V. A DATE BY Cl c:: - DESCRrPTION REVISIONS APP'D. ® APPROVED r • , '- CONSTRUCTION NOTES CONST. 1" WATER SERVICE PER CITY OF NEWPORT BEACH STD. 502-L SEWER MAIN EXTENSION .A . UTI ITIEl!J)IRECTOR JASMINE AVENUE NORTH R.C.E. No. ~]9~ DATE .,, ,-,.,, OF SECOND AVENUE DESIGNED DRAWN CITY OF NEWPORT BEACH vc I VCT .. CHECKED DATE ?//t}-/'f3 PUBLIC WORKS DEPARTMENT vcr S-SIS-0 s SHEET 3 OF 3