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Home My WebLink AboutR_5686_SBAKER ' ~ ~ AON.IS '"' ~ CITY OF COllEGE COSTA I MESA ; !! '\/lCTOii1A Sl, RECORD DRA WlMG THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY, AND H,"5 BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON, 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 DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFlC BELL TELEPHONE COMPANY CITY OF NEY'1'0RT BEACH (UTILITIES) COUNTY SANITATION DISTRICTS NUMBERS 634-0251 895-0221 669-2234 644-3011 962-2411 PROJECT LOCATION BEGIN CONSTRUCTION STR. STA. 11+10.88 = B.T. STA. 0+22.59 1-800-422-4133 BEFORE YOU DIG COMC/\ST CABLEVISION UNDERGROUND SERVICE AlfRT 542-6222, Af1ER 6: 00 PM 542-3975 1-800-422-4133 CllY OF NEWPORT BEACH TRAFFIC 644-3311 J.N. 252.05 10/13/95 11:18:16 FILE = I: \ACADDATA \252.05\SHEETS\25205T1 C~TY OF GENERAL NOTES 1. ALL \'/ORK DETAILED ON '!HESE PLANS TO BE PERFORMEV UNDER CONiRACT SHALL, EXCEPT AS Ol'HERVf,SE STA TED IN TiiE CITYS STANDARD SPECIAL PRO\/lSIONS, OR IN 11-IIS CONTRACTS SPECIAL PROl/lSlONS, BE CONS'IRUCTED IN ACCORDANCE WITH lliE 'STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION,' 1994 EDITION. 2. EXISTING UNDERGROUND UTILITIES ARE SHOV.7'! AS PER AVAILABLE RECORDS. THE CONTRACTOR SHAU. BE RESPONSIBLE FOR VERIFYiNG THE AC1UAL lOCAllON, AND ELEVATION IN iHE FIELD, PRIOR TO BEGINNING OF CONSTRUCTION. NEWPORT BEACH PUBl~C WORKS DEPARTMENT CONSTRUCTION PLANS FOR THE ClASS ~ B~KE TRA~l AND STREET IMPROVEMENTS OF ~RV~NE AVE~~UE FROM 22ND STREET TO UNIVERSITY DRIVE AND UN~VERS~TY DR~VE FROM IRVINE AVENUE TO EASTERLY TFRMINUS APPROVED: (;:J1r wJi!I. DATE: 0gf.,k,., //;,./9,.r • B 'GIN CURB CONSTRUCT/ON STR. STA. 33+85.00 ; . O.C.E.M.A. HARBORS, BEACHES AND PARKS DiRECTOR DATE: SHEET 9 B.T. STA. 61+86.91 SHEET 6 £ND CONSTRUCnON STR. STA. 23+25.82 LOCATION MAP ll,OFESS1 MIi BASIS OF BEARING: BENCHMARK: ~~ 'l:ttll4"tllr-1" O.C.S. B.M. G.P.S. NO. 6171 Exp. 3/.31/97 1r h t::1 ~ CONSTRUCTION NOTES @To BE REMOVED (AS INDICATED). ~DISPOSITION OF EXISTTNG SIGNS WITHIN CONSTRUCTION AREA r;,,, SHALL BE INDICATED ON SIGNING AND STRIPING Pl.ANS. r,.,l;:'JPROTECT IN Pl.AC£ (AS INDICATED). 1.,Vr,;.;:-ADJUST TO GRAD£ t::\~S4WCUT. \V,---JO/N EXISTING. 0 CONSTRUCT 4" A.G. OVER to"A.8. (Jr!-coNSTRUCT TYPE ~A· P.C.C. CURB & GUTTER (8" C.F.) PER GI C.N.8. STD.-182-L. ~ CONSTRUCT 3" A.C. OVER 4" A.B. ~ CONSTR.UCT4"/l.C, OVEJ<. 8 "A,8, '@-coNsmucT TYPE "A" A.C. DIKE PE.f? DETAIL, SHT. 15. @ --REMOVE EXISTING STORM DRAJN INLIT. CONSTRUCT CURB INLIT NO. I (TYPE OL-A) PER C.N.8. STD.-305-L . l= /4-,' H=-7' ' AND RCP DRAIN PIPE. SE£ DETAIL, SHT. 20 @-coNSTRUCT TYPE "8" P.C.C. CURB (8" C.F.) PER C.N.B. STD.-182-L. @-REMOVE AND SALVAGE EXISTING FIRE HYDRANT AND BURY. (';?.,_RETURN TO NEWPORT BEACH UTILITIES YARD AT 949 W. 16TH ST. \.!Y REMOVE: ALL DEBRIS WITHIN AREA OF PAVEMENT REMOVAL AND PLACE FILL, SUITABLE FOR LANDSCAPING, 1• BELOW TOP OF CURB. ©--REMOVE £>(!STING P.C.C. CURB & GUTTER. r;;:;.,'@-coNSTRUCT 4• P.C.C. SIDEWALK PER C.N.B. STD.-180-L. \!.Y---CONSTRUCT CURB ACCESS RAMP PER C.N.B. STD.-181-L-A, CASE E. @-coNSTRUCT MODIFIED COMMERCIAL DRM:WAY APPROACH "TYPE: 1r PER C.N.8, STD.-161-l. W=40', R=25' PER DETAIL, SHEU 15. ~TO BE RELOCATED OR ADJUSTED TO GRADE BY OTHERS (AS INDICATED), "!!!)-PROTECT IN PLACE (CAT.J). @ --TO BE RELOCATED BY S.C.f: .. @----DISPOSITION OF t.7</STING TRAFFIC SIGNALS ANO RELATED APPURTENANCES WITHIN AREA OF CONSTRUCTION SHAU. 8£ AS INDICATED ON TRAFFIC SIGNAL PLANS. @-coNSTRUCT 4• EXPOSED AGGREGATE CONCRETE. (jjfff2--coNSTRUCT 4• EXPOSED AGGREGATE CONCRETE AT trr:M IND/CA TE:O PER DETAIL, SHT. 15. @-GRADED FILL AT 90% COMPACTION. ~-CONSTRUCT 1YPE "A" PCC CURB AND GUTTER PER DETAIL, SHT. 15. '-i&SEE DRAINAGE D£TAIL, SHT 20, FOR CONSTRUCTION OF DRAINAGE INLET. ®-CONSTRUCT CI.//Z.13 Acc;;css f!.llt1P p£,f<. c.N,e-. s;rp !fJ,2:-L/ LAS£ C r:;;;._®_ FOR CONSTRUCTION OF RCP DRAIN, SEE DRAINAGE DITAJL, SHT. 18. ~?S,-CONSTRUCT TYPE "8" PCC CURB (ff' C.F.) PER C.N.8. STD-182-L '@-coNSTRUCT 4' PCC V-DITCH PER DETAIL, SHT. 20. @;=---011:RE:xCAVATE TO A DEPTH OF 2' TO 10' BELOW EXISTING GROUND AS DETERMINED BY GEOTECHNICAL INSPECTION PER SOILS REPORT. @-INSTALL NEW FIRE: HYDRANT ASSEMBLY PER APPLICABLE PORTIONS OF C.N.8. STD-500-L. FIR£ HYDRANT SHALL BE JONES J-3775. REPLACEMEl\JT CONlt/ECTOF'f -SHALL 8£ (!!' C-900 PVC. (43/;c:.--CONSTRUCT METAL BEAM GUARDRAIL PER DETAIL, SHT. 15. ._,_,~SEE GE:OTECHNICAL £VALUATION REPORT AND SPECl4L PROVISIONS, FOR OVEREXCAVAnON REQUIREMENTS. &··CONSTRUCT REDWOOD HEADER PER DETAIL, SHT. 15 . & CONSTRUCT I{/' RCP STORM DRAIN, /NLITS, AND MANHOLES, S££ ,.--..,, SHT. 19. l.51--/NSTALL 2• WATER SERVICE PEl? C.N.8. STD-503-l AND STD-504-L, r;;;;.,_AND REDUCED PRESSURE EIACKFLOW PREVENTER PER DETAIL, SHT. 16. &:_ ~NO PAPIK/NG SIGN SHEET LIST 1. Till.£ SHEU 2. TYPICAL CROSS SECTIONS J. TYPICAL CROSS SECTIONS 4. TYPICAL CROSS SECTIONS 5. Pl.AN AND PROALE STR. STA 11+10.88 TO STR. STA. 20+00.00 B.T. STA. 0+22.59 TO B.T. STA. 10+00.00 6. Pl.AN AND PROFILE STR. STA. 20+00.00 TO STR. STA. 30+50.00 RT. STA. 10+00.00 TO B.T. STA. 20+25.00 7. PLAN AND PROFILE STR. STA. 30+50.00 TO STR. STA. 42+00.00 B.T. STA. 20+25.00 TO B.T. STA. 31+45.00 8. PLAN AND PROFiL£ STR. STA. 42+00.00 TO STR. STA. 53'1·00.00 8.T. STA. 31+45.00 TO B.T. STA. 42+44.00 9. PLAN AND PROFILE -STR. STA. 53+00.00 ro STR. STA 64+20.00 B. T. STA. 42+44.00 TO B. T. STA. 53+ 73.00 10. PLAN AND PROFILE -STR. STA. 64+20.00 TO STR. STA. 79+00.00 B.T. STA. 53+73.00 TO B.T. STA, 61+86.91 11. PLAN AND PROFILE -STR. STA. 19+00.00 TO STR. STA. 23+35.82 12. BIKE mAIL PROFILE 13. BIKE TRAIL PROFILE 14. BIKE: TRAIL PROFILE 15. CONSTRUCT/ON DETAILS 16. CONSTRUCTION DETAILS 17. CONTOUR, GRADING AND DRAINAGE 18. CONTOUR, GRADING AND D0/ltl/\GC 19. DRAINAGE DETAILS 20. DP.A/NAG£ DETAJLS 21. RETAINING WALL PLAN AND PROFILE 22. REJAIN/NG WALL DETAILS 23. RETAINING WALL DETAILS 24. TRAFFIC SIGNAL MODIFICATION PLAN 25. SIGNING AND STRIPING MODIFICATION PLAN 26. SIGNING AND STRIPING MOD/FiCATION PLAN 27. SIGNING AND STRIPING MODIFICATION Pl.AN 28. SIGNING AND STRIPING MODIFICATION PLAN 29. SIGNING AND STRIPING MODIF/CAT/0" PLAN 30. SIGNING AND STRIPING MODIFICATION P!.AN APPROVED c~ PUBLIC WORKS DIRECTOR R.E. NO. 16791 0 RECORD DRA WING0 CONTRACT NO. 2851 IRVINE AVENUE CLASS I BIKE TRAIL AND STREET IMPROVEMENTS C/V\'- OF CAI..I J1-/£ BE:ARINGS SHOWN HEREON AR£ BASED ON THE BE:AR/NG BE1WEEN TWO C.N.8. WELL MONUMENTS WITH 2• PUN. BRASS C4PS PE:R C.N.B. TIE BK. IV, PG 55-60 DN 0.8' AT f /RV/NE A\IE STA. 50+64.35 AND STA. 63+40.54 BEING N 4Cf'37'42" £. 20' s/w OF THE (fl_ INTERSECT/ON OF /RV/NE AVE:NU£ AND UNIVERSITY DRIVE: 2 • ADDED NO PARKING NOT£ ll/\1E Ill••'-· 9 S:: TITLE SHEET ELEVATION 63.65 i-1 _DA1E_,,,J,_1JY_,_ ___ o_ESC_R_1PTI_o_N ____ .,,-1....AP_P'_o ..... a_ES_1GN_rn_J._M_.A_J.'-0~_11_N_v_.B--1. CITY OF NEWPORT BEACH RE.'<1SIONS CHECKED M.M. DATE 9-13-95 PUBLIC WORKS DEPARTMENT R-6in8<PwS SHEET 1 OF 30 i 2 0 " "' /: .,] ~ ~ • .. ·~ ; ~ i • ~ ;~ ··" I .J.: ~ : (., r, l '· r; .{ l ,, l - z ,. ,_ -. . . .. -:,., OJ ~I_Jr::; ~ ! .. 4~ ?l ':· :_, f £ BIKE TRAIL !RV/NE AVE I FOR GRADING 5££ GRADING 40' 10' AND DR,t,JNAGE PLANS ,--____c::=-----~..J------'-"'----~...---------' Pf?EPARE SLOP£ BY CUTTING TEMPORARY BENCHED SLOPE, AS SHOWN, PRIOR TO CONSTRUCTING PERMANENT SLOP£ REFER TO GEOTECHN/CAl REPORT FOR CONSTRUCT/ON REQUIREMENTS. -----< 15•1----- 10' 1 1/5 2' 2% ' 14' TYPICAL SECTION BIKE TRAIL B.T. STA. 1+37.14 ro 8.T. STA. 10+00.00 NO SCALE 7' f € BiKE TRAIL / 14' BIKE TRAIL 14' 7' PROFILE\ CROSS SLOPE7 GRADE VARIES \ r0 STA. 10+00.00 I' LIMIT OF OVEREXCAVATTON SEE RETAINING WALL PLANS J.N. 252-0510/21<95 08:20:33 FILE = l:\ACADDATA 252.05\SHEETS\25205X1 TYPICAL SECTION BIKE TRAIL B.T. STA. 13+61.90 TO 8.T. STA. 14+38.20 NO SCALE f El/KE TRAIL PROFILE GRADE 7' J' 415 TYPICAL SECTION BIKE TRAIL VARIES ,2:1 MAX 8.T. STA. 14+12.64 TO B.T. STA .14+38.20 NO SCALE SEE RETAINING WALL PLANS I I € IRVINE AW: £ /RV/NE AVE" £ /RV/NE AVE C&G 3 € BIKE TRAIL 10' 14' VARIES 7' 7' J' FOR GRADING TYPICAL SECTION BIKE TRAIL £IT. STA. 14+40.00 TO B.T. STA. 16+00.00 NO SCALE t BIKE TRAIL VARIES 0' TO 26' 14' TYPICAL SECTION BIKE TRAIL B. T. STA. 16+00.00 TO B. T. STA. 20+00.00 NO SCALE I I / /' , ,- 10' r EXIST. GROUND SLOPE ROUNDING HINGE I POINT' 1-----------------------------·---· -----------..::2~=--..!... --- AND GUTTER DETAIL, SHT. 15 _J r---=--~'-------i---~~~ r \ 40' 10' FOR GRADING SEE GRADING AND DRAJNAGE PLANS CONSTRUCTION NOTES: @ro BE REMOVED (AS INDICATED}, @PROTECT IN PLACE (AS INDICATED). @-CONSTRUCT 3" A.C. OVER 4• A.8. @-coNSTRUCT TYPE "A" DIKE, PER DETAIL, SHT. 15, @-REMOVE All DEBRIS WITHIN AREA OF PAVEMENT REMOVAL N1D PLACE FILL ro DEPTH OF PAVEMENT REMOVAL, ~ SUITABLE FOR LANDSCAPING, 1" BELOW TOP OF CURB. ~-CONSTRUCT 4" EXPOSED AGGREGATE CONCRETE. @-GRADED Fill AT 90% COMPACTION. @-coNSTRUCT TYPE "A" PCC CURB AND GUTTER, PER DETAIL, SHT. 15. @oVEREXCAVA7E TO A DEPTH OF 2' TO 10' BELOW EXISTING GROUND AS DETERMINED BY GEOTECHNICAL INSPECTION PER SOILS REPORT. @-sEE GEOTECHNICAL EVALUATION REPORT ANO SPECIAL PROVISIONS FOR OVEREXCAVAT/ON REQUIREMENTS. @-coNSTRUCT REDWOOD HEADER PER DETAIL, SHT. 15, 17390 BWoUr11T~lf11?li~ 00□ ~w'~" FOUNTAJN VALLEY, CAJJFORNIA 92706 • TELEPHONE: 714 066-1221 '--'-"== BIKE TRAIL 14' 7' 7' TYPICAL SECTION BIKE TRAIL B.T. STA. 20+00.00 TO B.T. STA. 23+75.00 NO SCALE l---+--+----------1---lW . .r»J!).____ Z. DELETE AC DIKE PUBLIC WORKS DIRECTOR R.E. NO. 16791 DATE \p-20·:)5 3' FOR GRADING SE£ GRADING AND DRAINAGE PLANS IRVINE AVENUE CLASS I BIKE TRAIL AND STREET IMPROVEMENT TYPICAL CROSS SECTIONS DATE BY DESCRIPTION APP'D, DESIGNE!JJ.M.A. DRAWN V.B. CITY OF NEWPORT BEACH !---'---.L..... ___________ _,__-+==----b-----l R-5686-S SHEET 2 Of 3Q RE\IISIONS CHECKED M. M. DATE 9-13-95 PUBUC WORKS DEPARTMENT Yzj ., ! ,::: "' ~ r,; ~ '.; 'S " ? ;n I\) z C 7 -"" m fT1 ::0 ::0 I 01 (j) co (j) I (f) :z w Z. C ::z;: m rn ::0 If /RV/NE AVE 10' VARIES I --A. 40' II-y--:;s'iE£'f£1,1RR1Vim1NviE'AAIV.~E:. --~li-----f,s,__ __ .,.. TYPICAL SECTIONS SHT. 4 II------{ 11------< If /RV/NE AV£ £ IRVIN£ A \.1: ~ I I 40' SEE /RV/NE AVE. TYPICAL SECllONS SHT. 4 40' SEE /RV/NE AVE. TfP!CAL SECTIONS SHT. 4 J.N. 252-05 11 /03/95 10: 23: 53 FILE ~ l:\ACADDATA\252.05\SHEETS\25205X28 10' ;..,----{)51-------, i-----{ 1 ___ .., 8 STR. STA. 3.3+85.00 BEGIN C&G ---- 10' SLOP£ VARIES_; 2:1 TO 4:1 VARIES TYPICAL SECTION BIKE TRAIL B.T. STA. 23+75.00 TO B.T. STA. 25+75.00 NO SCALE SEE ROADWAY IMPROVEMENT PLANS J' 3' VARIES ' TYPICAL SECTION BIKE TRAIL B.T. srA. 25+7!5.00 TO B.T. STA. 34+2!5.00 NO SCALE 7' PROFILE GRADE I 14' 7' 3' TYPICAL SECTION BIKE TRAIL B.T. STA. 34+25.00 TO 8.T. STA. 39+45.00 NO SCALE 14' 7' 3' . € --1 ' LIMIT OF OVEREXCAVA770N /RV/NE AVE 40' £ /RV/NE AVE f /RV/NE AVE 10' 40' 0s~E'i:EI/RR1V,V1iNVIE'AAiV£vi:_=-'. "jj...,._.._----(1sl----.., TYPICAL SECTIONS I i------1 1 }------, SHT. 4 AC PVMT 8' 2' 14' 8' 7' DIAGRAM 7' PROFILE GRADE TYPICAL SECTION BIKE TRAIL u'\ B.T. STA. 39+45.00 ro B.T. STA. 42+25.00 NO SCALE 40' SEE /RV/NE A\IE TYPICAL SECTIONS SHT. 4 10' fO' 20' & VARIES 3' 14' VARIES J' 7' 7' i'Ji' • PROFILE r0 GRADE J!i- 2% ------------ SEE SUP£REL..t:VATION DIAG.'?AM TYPICAL SECTION BIKE TRAIL B.T.. STA. 42+25.00 TO 8.T. STA. 45+75.00 NO SCALE 14' 7' 7' 3' 3' 45 44 3' 1' LIMIT OF OVEREXCAVAT/ON SEE /,'<VINE A VE. TYPICAL SECTIONS SHT. 4 ----{15}-----o,j CONSTRUG770N NOTES: (j}ro BE REMOVED (AS INDICATED), @PROTECT IN PLACE (AS INDICATED). (i)-cONST'RUCT 4" A.C. OVER 10• A.B. @coNSTRUCT TYPE "A" P.C.C. CURB & GUTTER (8" C.F.) PER c.N.B. sro.-182-L. @-CONSTRUCT :f' A.C. OVER 4" A.B. @-REMOVE ALL DEBRIS WITHIN AREA OF PAVEMENT REMOVAL AND PLACE FILL, SUITABLE FOR LANDSCAPING, I" BELOW TOP OF CURB. @-CONSTRUCT 4• EXPOSED AGGREGATE CONCRETE. @·GRADED ALL AT 90% COMPACT/ON. @-sEE GEOTECHNICAL EVALUATION REPORT AND SPECIAL PROVISIONS FOR 0\/EREXCAVATION REQUIREMENTS. @-coNSTRUCT REDWOOD HEADER PER DITAJL, SHT. 15. 8-T. STA. 45+75.00 TO B.T. STA. 51+00.00 TYPICAL SECTION BIKE TRAIL B.T. STA. 45+75.00 TO B.T. STA. 55+10.00 NO SCALE 1' LIMIT OF OV£R£XCAVA'll0N IRVINE AVENUE ---+---------+----lAPPDevJLi t.;;ii-,___,-11"---~--~~~--------+--1---1-------------4---1 PUBLIC WORKS DiREC1UR CLASS I BIKE TRAIL AND STREET IMPROVEMENT 17390 llROOKHURST STREET, S1JlTE 100 IWA ENGINEERSOO~~ FOUNTAIN VALLEY, CALIFORNIA 02708 ~ TELEPHONE: 714 068-1221 R.E. NO. 16791 DATE \ !> • 'Ulf ~ £: TYPICAL CROSS DATE I llY DESCRll'TION Al'P'D. DESIGNrnJ.M.A. DRAWN V.8. CIT( OF NEWPORT BE.i\CH !---'------"~------------'---+==--1==~-- R E'i I SI ON S CHECKED M.M. DATE 9-13-95 PUBLIC WORKS DEPARTMEt>IT SECTIONS R-5686-S SHffi 3 OF 3Q Uj :::0 I 01 en 0) (j) I (/) ft. UNIVERSITY t BIKE TRAIL R/W CURB 1 R/W I 14'1 10' R/W I 10' R/W I 10' 100' VARIES 56' TO 47' 8' 10' MAX 28' 28' 2' STR. STA. 11 +06.27 TO STR. STA. TYPICAL SECTION UNIVERSllY DR STR. STA. 10+00.00 TO STR. STA. 13+53.50 B.T. STA. 55+10.00 TO B.T. STA. 58+79.00 NO SCALE t UNIVERSITY VARIES 47' TO 32' VARIES t EX. GROUNDj TYPICAL SECTION UNIVERSllY DR STR. STA. 13+53.50 TO STR. STA. 17+07.00 B.T. STA. 58+79.00 TO B.T. STA. 60+30.00 NO SCALE rt UNJVERS/1Y VAl?iES 47' TO 32' VARIES TYPICAL SECTION UNIVERSllY DR STR. STA. 17+07.00 TO STR. STA. 18+64.29 8.T. STA. 60+30.00 TO B.T. STA. 61+86.91 NO SCALE Vi\R/£S 3' ;---;43 VARIES BIKE TRAIL SEE PLANS 7' 7' 3' MAX fl. BIKE TRAIL I /2' I BIKE! TRAIL I 6' I 6* {iiJ 3' cpi I I I t...-3• MAX PROFILE GRADE 2%; ~J~ 1 EXIST GROUND • • ' ,I --:;~~-----___ J __ ~ \ ------- l@ t BIKE TRAIL BIKE TRAIL 6' 6' 2;5--HINGE POfNT J.N. 252-0510/24/95 08:07: 14 FILE = l:\ACADDATA\252.05\SHEETS\25205X3 TYPICAL SECTION UNIVERSllY DR STR. STA. 22+22.54 TO STR. STA. 23+35.82 CUL-DE-SAC NO SCALE fC V-DITCH f! IRVINE A~ I 8' f /RV/NE AVE ! CONSTRUC710N NOTES: 0)-ro BE REMOVED (AS INDICATED). @-PROTECT IN PLACE (AS INDICATED). (})-CONSTRUCT 4" A.G. OVER to" A.B. (J)-coNSTRUCT TYPE "A" P.C.C. CURB & GUT/FR (8" C.F.) PER ©C.N.8. STD.-182-l. CONSTRUCT 3" A.C. OVER 4• A.B. (i]!:rcoNSTRUCT 4• A.G. OVER a· A.B. @·CONSTRUCT TYPE "8" P.C.C. CURB (8" C.F.) PER C.N.8. STD.-182-L. @-REMOVE ALL DEBRIS WITHIN AREA OF PAVEMENT REMOVAL AND Pi.ACE Fill SUITABLE FOR LANDSCAPING, 1• BELOW TOP OF CURB. @-coNSTRUCT 4• P.C.C. SIDEWALK PER C.N.B. ST0.-180-L. @-CONSTRUCT 4• EXPOSED AGGREGATE CONCRETE. @-GRADED FILL AT 90% COMPACTION. @coNSTRUCT METAL BEAM GUARDRAIL PER DETAIL, SHT. 15. @·SEE GEOTECHNICAL EVALUATION REPORT AND SPECIAL PROVISIONS FOR OVEREXCAVATION REQUIREMENTS. @}CONSTRUCT REDWOOD HEADER PER DETAIL, SHT. 15. 8' f /RV/NE AVE 8' 17390 Ji!~~~S!~~~~~ lODiD l?W\\ FOUNTAIN VALLEY, CALIFORNIA 92706 TELEPHONE: 714 966-1221 - 32' 40' 32' SEE BIKE TRAIL TYPICAL SECTIONS 10' STR. STA. 11+45.00 TO STR. STA. 24+00.00 NO SCALE SEE BIKE TRAIL TYPICAL CROSS SECTIONS C&G ---,3 2' 10' 1 '.AC PVMT TYPICAL SECTION /RV/NE AVE STR. STA. 24+00.00 TO STR. STA. 33+85.00 NO SCALE 40' SEE BIKE TRAIL i----..:::::::=-===-:.:~=----~- 32' 10' TYPICAL SECTION !RV/NE AV£ STR. STA. 33+85.00 TO STR. STA. 66+45.07 NO SCALE TYP i CAL CROSS SECTIONS 0 RECORD DRA WING 0 APPR(l_ l--+--+----------1---l c·. Piis&ivo;KS DIRECTOR R.E. NO. 16791 IRVINE AVENUE CL~SS I BIKE TRAIL AND STREET IMPROVEMENT DA1E lo--Z!:;-"15 TYPICAL CROSS SECTIONS DESCRl!'llml Af'P'D. DESIGNrnJ.M.A. DRAWN V.B. CITY OF NEWPORT BEACH R-5686-S 1--'----'-------------~--==--~=----i REvlSIONS CHECKED M.M. DATI: 9-11-95 PUBLIC WORKS DEPARTMENT SHEET 4 OF 30 av z • -?: ITJ , ml :n i ! ;o I (Jl • •• ! (j) OJ (j) I (j) s--~ ~; ;~ J ! o: ]7 ' .• I ~ :s. ~ L r,J z C ~ rn rn 'J] ;)··-----, C z NOTES; 1. FOR BIKE TRAIL P/?OFILE SEE SHEETS 12, 13 AND 14. 2. FOR CONTOUR GRADING AND DRAINAGE SEE SHEETS 17 AND 18. CONSTRUCTION NOTES: 0 TO BE REMOVED (AS INDICATED). r:;--\ ---DISPOSITION OF EXISTING SIGNS WITHIN CONSTRUCTION AREA \:) I'":'\ SHALL BE IND/CA TED ON SIGNING AND STRIPING PLANS. r;;:-._'\:!)"PROTECT IN PLACE (AS INDICATED). ~SAWCUT. 0 JOIN EXISTING. 0---CONSTRUCT 3" A.C. OVER 4" A.B. r:;;.,.,@ CONSTRUCT 1YPE •A• A. C. DIKE PER DETAIL, SHT. 15. \!.:::) ---REMOVE ALL DEBRIS WITHIN AREA OF PAVEMENT REMOVAL AND PLACE Fill, SUITABLE FOR LANDSCAPING, 1" BELOW TOP Or CURB. @ ---PROTECT IN PLACE (CA7V). '@-coNsmUCT 4" EXPOSED AGGREGATE CONCRETE. @---CONsmUCT 4" EXPOSED AGGREGATE CONCRETE AT ITEM IND/CA TED PER DETAIL, SHT. 15. @-GRADED FILL AT 90J: COMPACTION (jJ'i2--sEE DRAINAGE DETAIL, SHT 20, FOR CONSTRUCTION OF DRAINAGE INLET. Q tl>IS/:ALL. :;," WYITD? S&RWCE .PeR C.N.8. sm §0J L AND STB 60 f \25( AA'f) RE0fdt8E/'" Q~~ fJl"1ifi'"10W t'.IR:MJC".Urt""'? ,..._"";c{}e•.q•t; S~fl. d::, ®-~;J;J;;;;~CT~,:;c.c~;;E;:i_;PE~ ~.--:i.~:·;~o'.~ieo::~ ,, ~ J.N. 252-05 10/20/95 07: 42: 25 FILE = l:\ACADDATA\252.05\SHEEfS\25205L 1 & @coNSTRucr CURB ACCESS RAMPPE£R•'c.N.f!(S;;.-,e1-L-A, CASE£. @-No PARKING SIGN / CURVE DATA CurveO Delta Radius Len th Tan ent 1 53'39'04 490.00' 458.83' 247.79' L ? !53"39'."iQ 550.00" 515.16' 278.23' rs. 3 81.31'55 530.00' 754.19' 4:56.9.:r r~, ,,.di: •,-:t.,""' . ·,. = , -" -· 1/1?9.0FESS ~'<:.,,;; \(,,, A CE 03 ,u,,· Exp. 3/,,1 ~a, CIVIi.. _ -~~ 1/, / ~TOP 0 RECORD ORA WING 0 I l l?'""-"1""'-"'l"'---~---------,-,-""'l'r,,,~pR:l:o~v-~EDF--,...,;"f""li---r----:-:1 R:='.':V:"":':-:1 N:""!"'.'!E~-:A:--:V:"":'':=E:."':"N"':"':'LJ-:-:E=:---"""""1i 11--+-----l------i---, (I:-)_. r /.J!J,,v •1, ~-L(,. CLASS I BIKE TRAIL AND I --------------------:1-,-_,6_-9_s+e-11-+,12"""R""E"'PL""A:c•c"'E"'D""'1,-=c,'""1N"''S"'TA::-L-:L-::E=-o-=a-=0LL,---,A7RD"'s"",.+---, PUBLIC WORKS DIRECTOR STREET IMPROVEMENTS SIGNS ADDED 5/W AND W/C RAMP:,, R.E. NO. 16791 I IWA ENGINEERS[!M~~ 17390 BROOKHURST STREET, SUITE 100 -FOUNTAlll VALLEY, CALlFORNlA 92706 /. TELEPHONE: 714 968-1221 DATE BY ffioELETE WATER sERV1cE 1NsT11LLAT10N J.w. DATE 10 •1.~·"'ls PLAN AND PRO Fl LE DESCRIPTION APP'D. DESIGNED J. M.A. DRAWN J, W. RE'llSIONS CHECKED M. M. DATE 9-13-95 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5686-S SHffi 5 OF 30 0 ...., VJ a z C ~ OJ ITT JJ ::u I (.Jl (j) a., 0) I en TI -------·-r > z ' . I , i 1 :;-· :.~ .'..:. ·:.:+:: --f'·:::-;:. --_y: -.:, ,· . ' .• ,. ,. -----·--·1.--'.1.,_- ·:: •• ±=::E::3c:"::.·:::. } ·f:+''~_:j -i~'~i __ -L}h~:.. . ·• '1-1--,;,~;,""':;;;J=::;;=""=""'c:;;i=± ---,-.~---'.:-; __ '::::::j...'."'"'"~ NOTES; 1. FOR BIKE TRAIL PROFILE: SEE SHEETS 12, 13 AND 14. 2. FOR CONTOUR GRADING AND DRAINAGE SEE SHEETS 17 AND 18. 3. FOR GRADING AT PROPOSED RETAINING WALL , SE£ SHEET 17. 4. FOR GRADING AT PROPOSED V-DITCH, SEE DETAIL, SHEET 17. J.N. 252-0510/20/95 07:48:08 FILE = l:\ACADDATA\252.05\SHEE1'S\25205L2 20 22 CurveO 1 2 3 4 23 25 CURVE DATA Delta Radius Len th Ton ent 5:Y39'59 550.00' 515.16' 278.23' 63'43'00 370.00' 41 t.46' 229.93' 50'04'2 375.00' 175.16' 327.74' 66'37'3 400.00' 465.14' 262.88' 26 27 28 29 t---t---t-------1---IN'Pw_ wAt-i;==~=~=-==~~~~~~===~==lf--t--+-,..------------+---1 PUBIJC VIORKS DIRECTOR 7-16'96 BB 2 ADDED NO PARKING SIGNS/ N(JrE R.E. NO. 16791 ~ ADD WATER SERVICE INSTALLATION J.W. DATE 10·'2.S-'9'7 17390 J!~UR~~~~~~ ID.MD ~W\ FOUNTAIN VALL!ll', CALIFORNIA 92706 TELEPHONE: 714 968-1221 1 11-3-9 M.L. IJJ\lE BY DESCRIPTION APP'D. DESIGNED J. M.A. IJAAWN J. W. REI/ISIONS CHECKED M.M. IJATE 9-13-95 .. -,-~ : f • . l .. '"j •• . ••• :~, •v-•~ -• < • :v·~·r'"" •---. j -• ;--;·: i :·- ' 30 15. IRVINE AVENUE CLASS 1 BIKE TRAIL AND STREET IMPROVEMENTS PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMEt\'f R-5686-S SHEEJ 6 OF3Q f Q D C. {I 0 :::0 I (J1 d) ()) O') I (/) ••·'=±c:+:.-'Lc,£t'i--'::='E=¼":-+:c:f::::4'::c:.cf=.'f':'i='f':'i=":4:':::f=:t':.'-t=i:~=:+=t~=i:==l===t=i:=f~:"j NOTES: 31 1. FOR BIKE TRAIL PROFILE SEE SHEETS 12, 13 AND 14. 2. FOR CONTOUR GRADING AND DRAINAGE SE£ SHEITS 17 AND 18. LEGEND ._! __ ~:I PROPOSED AC ROADWAY PAVEMENT J.N. 252.05 10/20/95 07: 'i1: 04 FILE = I:\ACADDATA\252.05\ -r<;\25205L3 32 . I ••• ; • • • j. + . ·-•-~= ~ k t:J::c F,?IJ:y fsftkli:'if~ --} "_; __ _,_::_-_:_;.._ -·----~1 - L.: J ::.l-:_:j-"'.:j_::::_::1,, .• 1.:,, '2'.4icc_c: 33 34 \ ' \ . . \ ·. \ ••• ,. .. ., ' -. -{ ~ Curvi:JO t 2 3 .4 5· 6 7 . ,·---. ~ 1 ; ··ttJt Rf± ·cuRVE DA'TA Delta ·Radius Len· th • 63"43'00 .. ·,370.00' 411:46' 63'4'3'00· 550.00' 611.64' • 28"58'54 • •• 775.00' · 392.01'· 54~27'22 510.00' 484.72' 28"58'54 • 815.00' 412.25' 66'37'3 400.00' 465.14' 66'37'33" 400.00' 465.14' 36 Tan ent 229.93' 341.79' 200.30' IVlA ENGINEERS □W~ '262.'42' 17390 ll!lOOiraUllST STIIJ!ET, SUl'l'll 100 210.63' FOUNTAJN VfilE!, CAL!FOltr& 92708 282.88' '!'ELEP!!ONE: 714 968-1221 262.BB' 39 7·16·9 BB l C. IE REALIGN RCP DRAIN LINE 11-3-9 M.L moELETE WA~~ SERVICE INS'TALLATION .. I DATE J.wi:• PJ'P'D. \ PVBUC WORKS DIRECTOR R£ NO. 16791 DATE. • Io · -z..,,,. 9 s IRVINE AVENUE CLASS I BIKE TRAIL AND STREET IMPROVEMENTS PLAN AND PROFILE BY DESCRlf'TION RE.\1SIONS DESIGNEIJJ.M.A. DRAl'IN J.W. CITY OF NEWPORT BEACH il--L:.._1-.:.. __________ ......J._-t-ceuHii'iEcwiKED,,;--M-.-M-.t;;Dlii'i'JE<g-_-+1-3-_9-J5 PUBLIC WORKS DEPARTMENT R-5686-S SHEET 7 OF 30 p ------. ::0 I 07 m I (f) OJ rn 1J 7 CJ NOTES: 1. FOR BIKE TP.AIL PROFILE SEE SHEETS 12, 13 AND LFGEND 14. J.N. 252-05 10/20/95 07: 55: 34 FILE = l:\ACADDATA\252.05\SHEETS\25205L4 Curve 0 1 2 3 4 " v 6 CURVE DATA Delta Radius Len th 28'58'54 775.00' 392.01' 28'59'32 775.00' 392.16' 28"58'54 815.00' 412.25' 28'59'32 735.00' 371.92' 35'18'04 400.00' 246.45' 47'17'08 400.00' 330.12' / I ' Tan ent 200.30' 200.37' 210.63' 190.03' 127.28' 175.11' CONSTRUCTTON NOTES: ri"r--To BE R£'AOVED (AS INDICATED). @)-REMOVE ALL DEBf?IS WITHIN AREA OF PAVEMENT -..Jf?,_D/SPOSITION OF EXISTING SIGNS WITHIN CONSTRUCTION AREA REMOVAL AND PL4C£ FILL, SUITABLE FOR LANDSCAPING, 1• ~ '-YsHALL BE INDICATED ON SIGNING AND STRIPING PLANS. r::;;:,, BELOW TOP OF CURB. [ 3 )=0-PROTECT IN Pl.ACE (AS INDICATED). \f!!!jr:;,.._ TO BE RELOCATED OR ADJUSTED TO GRADE BY OTHERS (AS INDICATED), ..._.,, 5' S4WCUT. v!j; PROTECT IN PLACE (C4TV), ~JOIN EXISTING. @7;;;.·CONSTRUCT 4" EXPOSED AGGREGATE CONCRETE. ~@CONSTRUCT 4• A.C. OVER 10· A.B. 1:!!!,rCONSmUCT 4• E:XPOSED AGGREGATE AT ITEM INDICATED ~-CONSTRUCT TYPE "A" P.C.C. CURB & GUTTER (8" C.F.) PER ®75 PER DETAIL, SHT. 15. In\ C.N.B. STD.-182-L. ·GRADED FILL AT 90% COMPACT/ON. @\V ·CONSfflUCT 3" A.G. OVER 4• A.B. 42l-lNSTALL NEW FIRE HYDRANT ASSEMBLY PER APPUCABLE PORTIONS ---REMOVE EXIS77NG STORM DRAIN INLET. CONSTRUCT CURB '-:.7 OF C.N.B. STD-500-L. FIRE HYDRANT SHAU BE JONES J-3775. INLET NO. 1 (TYPE Ol-A) PER C.N.B. STD.-305-l REMOVE EXIST ACP CONNECTOR PIPE TO NEAREST JOINT AND r;-:;,_ L=14', H=7' AND RCP DRAIN PIPE. SEE DETAIL, S/ff. 20. REPLACE WITH 6" C-900 PVC AND ACP/Pvc' TRANSIT/ON COUPLING '0 REMOVE AND SALVAGE EXISTING FIRE HYDRANT AND BURY. @---INSTALL 2• WATER SERVICE PER C.N.B. STD-503-L AND STD-504:_L, RETURN TO NEWPORT BEACH UTILITIES YARD AT 949 W. 16TH ST. AND REDUCED PRESSURE 8ACKFLOW PREVENTER PER DETAIL, SHT. 16 Ii::,@) No PARKING SIGN 'ORE CORD DIAA WING 0 IWA ENGINEERS~~~ 17390 llROOKl!<IRST STREET, SUITE 100 FOUNTAIN VALLEY, CALIFORNIA 92708 TELEPllONll: 114 968-1221 BB DATE BY PUBLIC WORKS DIRECTOR R.E. NO. 16791 2 ADDED NO PARKING SIGNS/NOTE DATE 10·2"'1· "15 IRVINE AVENUE CLASS I BIKE TRAIL AND STREET IMPROVEMENTS PLAN AND PROFILE R-5686-S DESCRlf'TION APP'O. Dl'5IGNEIJJ.M.A. DRAWN J.W. CITY OF NEWPORT BEACH ll---"---.C....----RE\ll_S_'IO-NS ______ ,___+,c=H=Ec=Km=-M-.M-."'o=ATE=-9---13---9-15 PUBUC WORKS DEPARTMENT SHEET 8 OF 30 ll i·--· ..... ~ ---~ u ~ " ., "' f-. 2 ' ~ ;.~ VJ Cl ::::0 I (Jl d) ()) en I (/) .. , .... ~ ,., .. .-: .. ~ ~.--; --{ ... •" ""f' ·:::::+ NOTES: 1. FOR BIKE TRAIL PROFILE SEE SHEITS i 2, 13 AND 14. LEGEND l~'.-~-1 PROPOSED AC ROADWAY PAVEMENT 8.T. STA. 42+50.27 BC 43 44 -- / .~ ( • I CONSTRUCTION NOTES: i I 0·---TO BE REMOVED (AS INDICATED). l '@-DISPOSITION OF EXISTING SIGNS WITHIN CONSTRUCTION AREA ~--SHALL BE IND/CATE:D ON SIGNING AND STRIPING PLANS. \V'~PROTF:CT IN PLACE (AS INDICATl':D). ~SAWCUT. ~JOIN EX/Sl/NG. @coNSTRUCT 4• A.C. 0\11:R 10• A.B. ~CONSTRUCT TYPE "A" P.C.C. CURB & GUTTER (8" C.F.) PER @ C.N.B. STD.-182-l. CONSTRUCT S' AC. OVER 4• A.B. @-REMOVE AND SALVAGE EXISTING RR£ HYDRANT AND BURY. RITURN TO NEWPORT BEACH Ul/LJTIES YARD AT 949 W. 16TH ST. @REMOVE ALL DEBRIS WITHIN AREA OF PAVEMENT 55 REMOVAL AND PLACE Fill, SUITABLE FOR LANDSCAPING, 1• BELOW TOP OF CURB. ~TO BE RELOCATED OR ADJUSTrD TO GRAD£ BY OTHERS (AS INDICATED). 0!_rPROTECT IN PlACE (CATV). J.N. 252-05 10/24<95 08: 00: 57 F'ILE = l:\ACADDATA 252.05\SHEETS\25205L5 56 13.00' LT B,T. STA. 46+30.00 CONSTRUCT CONC HEADWALi., 62£} /NV 57 16.30.' RT B. T. STA. ,·''" ••" CONSTRUCT 5'}110'x2' DEEP RIP RIJP,.-PAD . NSTALL FACING RSP, MITHOD B•'OVER RSP FABRIC CURVE DATA CurveO Delta Radius Len th Tan ent I 1 08"06'4 1000.00' 141.59' 70.92' 2 18'23'5 1000.00' 321.12 161.95 3 96'25'54 410.00' 690.05' 458.82' ·:: £:-".:i .:c ... ::. C _,w,;,,N, ,; j ' .. ' :·; . ·_f-.~·;·;·· ,._ 59 60 61 "-=,j:'~~ . • DRAIN · ----. .. - :;:;:12•2b"E 49 -62.0 /NV 16.30' RT B.T. STA..50+25,00. tNSTALt FLARED CMA,END Sitt .. ~· fl ®ro BE RELOCATED BY s.c.E. • ~CONSTRUCT 4' EXPOSED AGGREGATE CONCREJ'E @-GRADED FILL AT 90% COMPACTION .• • ~ INSTALL NEW FIR£ HYDRANT ASSEMBLY PER APPLICABLE PDRTiONS OF C.N.B. STD-500-L. FIRE HYDRANT SHALL BE JONES J-3775. REMOVE EXIST ACP CONNECTOR PIPE TO NEAREST JOINT AND --~ __. 1 62 63 ---- f .f}Jj<E TRAtt: --~-~-- ." :.::t·· ., ,c..c""cc;i ::: .. :/: ·: -.. , -·· ,. ' ' . 2-'::t -.·:-1-- .~ ~Ei-~~~I~~'.:~;~ 1--"' --~--,· --c-·-:. :L~." ·,· j'•-''• :i> \~;\I • :-=.c•t,c .. :,c __ ~",", rr:-1! l ~-,r .r:i ... ···-·11.1·1 .....,-·. ;, J,~~cc. ,=±= , ~ 'c:j·· '¾!'··,,·,.-l1\i' .. ·, " :+::,:,1;~t~~ '~·· • i ;:·::r:::,1 T,s:· ·~ • -··="'-1"'~ ·,,. • ..... 'I-~ "" ,.: '" .. .;;, ·•;~, "~ i-··i;::: :",~~-.-:::;;, ..... .,.. ,'.'cc,cc,'.'.::cc'.':1:: ,,.-,;;;:::'.11c:ct7e10·.. • ,. ·_.., 1~$~==$.=s .. : -~ i:",i=t1 ~ • .. ' , ,,:,-:;":~."~" . --;,., ~0:~·,·,11., :---· ' /i·: ~/-~1~-~~\ 64 l,d\ -·· REPLACE WITH 6" C-900 PVC AND ACP/PVC TRANSITION COUPLING. ~75.-CONST 18" RCP STORM DRAIN, INLE:TS AND MANHOLES, PER SHT 19. • •• • '@-1.NSTALL 2· WATER SERVICE PER C.N.8. STD-503-L AND STD-504-L, Ol!"'l)lc.'Jt"'Ql!"'l)D¾"·ol!"'l) A ,n·n~nGo ;;,, r;;;;.,__ AND REDUCED PRESSURE BACKFLOW PREVENTER PER DITAIL, SHT. 16. nii;;;;v li'll ln\FI\ UV llH'\J ££,.~~ NO PARKING SIGN ------------AP(~) !. )(}f-IRVINE AVENUE - 17390 J!~R~It~I~~~~~ lOJAD ~W'\ FOUNTAIN VALLEY, CALIFORNT.A 92708 TELEPHONE: ?14 968-1221 BB DATE SY IGNS DESCRlf'llON Af'P'O. R!.'IISIONS ~ L,t/.¼,(_. CLASS I BIKE TRAIL AND PUBLIC WORKS DIRECTOR R.E. NO. 15791 DATE IO· '2. <;:,· '1 '5 DESIGNED J. M.A. DRAWN J.W. CHECKED M.M. DATE 9-13-95 STREET IMPROVEMENTS PLAN AND PROFILE CllY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5686-S SHEEJ 9 C, r: . TI[ ,·1 l L. l Cl ?;; !I (1J _ _J ::?' )> \ __ , _,_ -·--_.---J ~ ..JJ :- I.!) I 07 (;) (1) u) 0 I ...., (n (;J Q ·----·-, i i i =c:::==f:"i=t±'::i=f=i/ .... t:J,:: '?:::-\,'::i=F±±±!.:=:f:±,"'7/,"'f±E:':'f::±E:':==Ef:±±f=±±±t':f::f±i=:::±:?=f5±f"','..\,,,t3,/c,E±=f±Ei':=f NOTES: 1. FOR BIKE TRAIL PROFiLE SEE SHEE:TS 12, 13 AND 14. R/W J.N. 252-0510/20/95 10: 43: 22 Fll.E = 1:\ACADDATA\252.05\SHEETS\25205L6 65 .. V t ~ I V j~~~-1 . . ~~.~-· 6 1....,:: ~ 66 11 Delta Radius 08'06'4 1000.00' 08'06'3 1000.00' 07"19'59 1000.00' 94'17'14 35.00' 6713'31 25.00' 67"13'31 25.00' 96'25'54 410.00' 12'16'39 200.00' 12'14'25 200.00' Len th 141.59' 141.54' 127.99' 57.60' 29.33' 29.33' 1590.05' 42.86' 42.73' 12 13 ~ =:! 40' i . ¼< • ,} m ,;. ~ "' ~ -"' --~ ii'l ~ -iii gj ~ liJ ~ £! ;. l}l ·~ ::!:: §: . -~ . . "' ... ~-V) - ~ I~ >-.: i-: r.:i <ti m lll lJ.j .. ; ., . ,. ,,• Tan ent 70.92' 70.89' 64.08' 37.72' 16.62' 16.62' 458.82' 21.51' 21.44' 14 ti:: fd f:3' -") ' "' <l) -,' 0:, ;. " "' ,/ -,. , h. ~ Cl:: i , V) ~ ! ' ~ '!P) I.() ½ -,, ro ' "l ;. \ 0 "" ~ V, l >-.: ! . o:i ; ' ' .~,,,,...,.. .!I'"''~ ! 15 7-17·96 BB DATE f!( 16 2 R£LOCAT£D WIC RAMfl WTR 5£RV/C£, ADDED FJOLLARDS SluNSINOT£. DESCRlf'llON iAPF'D. 17 18 19 LEGEND '-I _ __,:I PROPOSED AC ROADWAY PAVEMENT PLAN AND PROFILE OESIGNEIJJ.M.A. DRAVIN J.W. Cl1Y OF NEWPORT BEACH R-5686-S --~-~----llE'l-ns-10-Ns-----~--+c-H-EC_KE!l_M-.M-.+-DA_JE_9 ___ 8 ___ 9__.5 PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 3Q 'o ::::: 2. ,m n p " . c, ~ 7 >~--- J. "' ...... (..;) I.,..,, \,,)Ji,~} ·u~-----~ ~ I ,., z !' C p ~ :,J ff L ____ _ J.N. FILE 19 I 252-0510/21<95 09:11:39 = l:\ACADDATA 252.05\SHEETS\25205L7 20 21 LEGEND ... 1 ___ :1 PROPOSED AC Ra4DWAY PAVEMENT ! ' ; • ! . i .• ! CURVE.GATA CurveO Delta, • Radius Len th, 1 10·49•35 1396.00' 263.78'! 2 64'52120 40.00' 45.29' 3 15029'4 40.00' 109.25' 4 51"34'34 50.00' 45.01' 5 123"50'4 70.00' 151.31' 22 23 24 25 / Tan ent ! 132.29'. 25.42' • 192.27' 24.16' 131.23' riv A ENGINEERS [lli~r\ 17390 BROOK!IURST STREET, SUITE 100 /. FOUNTAJN VALLEY, CALIFORNIA 92708 I I l TELEPHONE: 714 968-12Z1 VI DATE BY ,,, • i , i ' , ,', CONSTRUCT/ON NOTES: • (j)-TO BE REMOVED (AS INDICATED). / r,;-,_ DISPOSITION OF EXISTING SIGNS WITHIN CONSTRUCT/ON AREA . \3_;,?:;;;"5HALL BE INDICATED ON SIGNING AND STRIPING PLANS. / R~!_fPROTECT IN Pl.ACE (AS INDICATED). ; j' VV:@~'%f1f!x1sT1NG . . j ~CONSTRUCT 4• A.G. OVER 8" A.8 .. ' / ,· • \!.!)~CONSTRUCT TYPE "Et' P.C.C. CURB (8" C.F.) PER C.N.B. , : ~ STD.-182-L. '[ 0:JQCONSTRUCT CURB INLET 1/J (TYPE OL-A) PER C.N.8. STD.-J05-L. ! ; . ~ CONSTRUCT 4' PCC V-DITCH PER DETAIL, SHT. 21. ' i ···;~@CONSTRUCT MflAl BEAM GUARDRAIL PER DETAIL, SHT. 15. , ! 46 -CONSTRUCT 18 RCP STORM DRAIN, INLETS AND MANHOLES • J /;;,i-:" SEE SHT. 19. r , l & ~·INSTALL 2" WATER SERVICE PER C.N.8. STD-503-L, \i ' ·· · i AND REDUCED PRESSURE BACKFLOW PREVENTER P£R : J DETAIL, SHT. 16~ ' '} ./ PUBLIC WORKS DIRECTOR R.E. NO. 16791 IRV!NE AVENUE CLASS I BIKE TRAiL AND STREET IMPROVEMENTS INSTALLED WTR SERVICE,._AODED NOTE AND VARl.!JBLE AC vvERLAY. DA1E 10-is·"ls PLAN AND PROFILE DESCRIPTION Al'P'D. REVISIONS DESIGNED J. M.A. DRAWN D.8. CHECKED M.M. DATE 9-11-95 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5686-S ~ r~ -· Pi ~I 01 Li ~ ~ .s ;s l, '.:I.' 1 ~ ..,. f, S" ,, ~ ;.,-1) < C z ['' D r, C ! 1• :r j ' ' ,_' -·---·--______J .. c 0 C.' Ci h "'1 ~ ,~ ,. 0 ..., U.j Cl ::::0 I (J1 (j) OJ m I (/) J.N, FlLE 252.02 10/9/95 11:16:40 = l:\ACAD0ATA\252.05\SHEETS\252058K1 PROF/I.£ SCALE VB?T: 1"=8' HORIZ: 1»=40' IWA ENGINEERS [ill~r\ 17390 BROOKHURST STREET, SUITE 100 l4 FOUNT,\JN VALLEY, CALJFO!lNL>I 9270a TELEPHONE, 114 968-1221 DATE z ADDED 4" SUBDRAIN BY DESCRl?TION REI/ISIONS Af'P'O. PUBLIC WORKS DIRECTOR R.E. NO. I w7'l I DATE lo •'Z":;>•"'I ""> DESIGNED J.M.A. DRAWN V.J. CHECKED M.M. DATE 9-13-95 IRVINE AVENUE CLASS 1 STREET BIKE TRAIL AND IMPROVEMENTS BIKE TRAIi_ PROFILE CITY OF NEWPORT BEACH R-5686-S PUBLIC WORKS DEPARTMENT SHEET 12 OF 30 £ C '"" n ,., .., ~ ] "' C :E ~ =-·-I\) 0 ..... v.i 0 z C s:: OJ rn J:i :::0 I (Ji (j) 0) 0) i (/) £. ~-------J J.N. FILE 252.02 10/9/95 11: 16: 40 = l:\ACADDATA\252.05\SHEETS\25205BK1 PROFILE SCALE VERT: f"-8' HORIZ: 1"=40' IWA ENGINEERSrn~~ 17390 !lROOKllURST STREET, SUITE 100 l FOUNT,\JN VALIBY, CALIFORNIA 92708 TEI.EP!IONE: 714 966-1221 DATE BY DESCRIPTION A?P'D. REVISIONS -. . :N3: ~V -" •' ~> ;-1:~,:. : a a _ ~ " --_,_. ~--~.,.,,,.-0 -··------" PUBLIC WORKS DIRECIDR R.E. NO. \t,,7'11 DATE IO· ,z,;,--q S DESIGNED J.M.A. DRAWN V.J. CHECKED M.M. IJATE 9-13-95 lR E AVE E CLASS 1 BIKE TRAIL AND STREET IMPROVEMENTS BIKE TRAIL PRO File. CITY OF NEWPORT BEACH R-5686-S PUBLIC WORKS DEPARTMENT SHEET 13 OF 30 "' 1· " z a r: ;_ ~ ~ f. f'. ~ ?S •- C 0 :r; 55 ~ .. C ), "'------ ~ ;--.. -(o -~ C ..... w Cl ·• L C s: m 17'1 JJ XI I U1 (J) OD 0) I (fl J,N. 252.02 10/05/95 16:18:05 FILE ~ l:\ACADDATA\252.05\SHEETS\252058K1 PROFILE SCALE: VERT: 1*=8' HORIZ: t»=40' IWA ENGINEERS (lli[M~ 17390 BROOKIWRST STREET, SUITE 100 ~ FOUNTAIN VALLEY, CAUFORNIA 92708 TELEPHONE: 714 968-1221 DATE BY DESCRIPllON IAPP'D. RE\11SIONS w IRVINE AVENUE CLASS 1 BIKE TRAIL AND STREET IMPROVEMENTS PUBLIC WORKS DIRECTOR R.E. NO. I bt"'! f DATE ID• i: '=>. q ':ii DESIGNED J.M.A, DRAWN V.J. CHECKED M.M. DATE 9-13-95 BIKE TRAIL PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMEr.'T R-5686-S SHEET 14 OF 30 lg. ;-.. -.f>. 0 ..... VJ 0 C , ' ,-_ C <: UJ ff1 JJ :::0 I 07 (5) ()) (j) I (j) Q, ::~1 __ ____j ::~ r·---~ !: CJ JJ ]> <' < L. G1 TOP OF SLOP£ TOP OF STAKE 16d GALVANIZED NAILS AC PVMT /.AWN 6d GALVANIZED NAILS (12/SPLICE) 1"x 4"x 2'-o" SPLICE BLOCK \ 2"x 4"x I '-6" l:t'x 4• STAKE DETAIL SPLICE DETAIL NOTES: 1. HEADERS AND STAKES SHALL BE REDWOOD OR DOUGLAS FIR TREATED PER AWPI RECOMENDEO PRACTTCE. 2. USE GALVANIZED NAILS. REDWOOD HEADER DETAIL SCALE: 1" = 1•-0• ~----------RAIL ELEMENT __________ ____,,. f POST BOLT SLOT ,..._ ____ 6'-3"-----+-----6'-:f'------1 r 6"x8" BLOCK BITWEEN RAil \ POST AND RAIL ON All POSTS A - I \ ,-1., -· r-, • I ~ <\/ LAP RAIL ELEMENTS IN DIRECTION OF TRAFFIC ' ~ GROUND UN£ ' 'b '· I ""-6"x8" DF POST ;,., I I I I j_ ___ -A~ '--- ELEVATION .J 1 4" FLAT ff. WASHER TOP OF POST b, GROUND LIN£\ ,!, \ r TOENAIL WITH 2-16d GALV NAILS IN TIP OF BLOCK CUT GALVANIZED STEEL WASHER '-5/8" GALVANIZED BUTTON HEAD BOLT WITH HEX NUT 6;,Jx8~1-2" DF BLOCK 10· L-----"-R=15/16" SYMMETRICAL Y: ABOUT f I 59.07 TC o• CF R=25' (f BIKE TRAIL CONSTRUCTION NOTES: ,.....,@-coNSTRUCT 4" A.C. OVER 8" A.B. ~CONSTl?UCT :f' A.G. OVER 4" A.B .. ~-CONSTRUCT TYPE "fl' P.C.C. CURB (8" C.F.) PER C.N.8. STD.-182-L. @---~ CONSTRUCT 4" P.C.C. SIDEWALK PEl? C.N.8. STD.-180-l. I 1J!,; CONSTRUCT MODIFIED COMMERCIAL DR/1/£/NAY APPROACH "TYPE /( r;;.,\_ PER C.N.B. STD.-161-l. W=40', R=25' PER DIMENSIONS SHOWN ABOVE. ~---CONSTRUCT TYPE "B" PCC CURB (6" C.F.) PER C.N.B. STD-182-L j DRIVEWA t MODIFICATION DETAIL SCALE: 1• = 1 O' . + • • • " ·---• ... ,It) ··--. •• -··· •• ' ""' -' R=25' L F.H. VARIES STAMPED CONCRETE CURB INLET, WATER METER OR AS SHOWN ON PLAN !."TAMPED CONCRETE R/1,'I _,_ ___ _;_ __________ _ RIW 'b I 'b I ., " STAMPED CONCRETE DETAIL NO SCALE - 5p-o~ I R = 3'--.,_,_ I J.. by A 5% ! ! ' \..... TYPE "A" 2%1 AC DIKE ' • r f. BIKE TRAIL ' . ' ' g &i ~ ,;. ti, i:l ~ 0 (I) "' !--: ~ o:i <ii A.G. DIKE END DETAIL NO SCALE 6'-(/' I ~r- 'b I ' " CATCH BASIN PER DETAIL 3, SHT 20 6"x8"x5'-4" DF POST 01. OB" NOM/Nl-1. R = 3' 4"pcc L SECTION A-A £ BIKE TRAIL R = t/2" PROFILE GRADE BIKE TRAIL\ AC PVMT \ 2% SECTION THRU RAIL ELEMENT METAL BEAM GUARDRAIL DETAIL NO SCALE 8" 2'-o" {1' R = 1,/2" R = 1" 2% - 2'-a" TYPE "A" PCC CURB AND GUTTER DETAIL NO SC4LE J.N. 252-05 10 /21 /95 09: 32: 58 FlLE = l:\ACAODATA\252.05\SHEETS\25205C1 <•7 ~'110 -I 11 2% 12· :f' ROFESS '<-1,14 . CEO A , 3 ~CIV\ ~OF CA\. (TYP) 12· \__ TYPE "A"' 4" PCC ffi AC DIKE z ,_. w :f' R=I" f BIKE TRAIL , ,,.,.,.---(7YP.) AC PVMT TYPE "A" AC DIKE DETAIL NO SCALE 2% MAX IWA ENGINEERS[l[A[M~ 17390 BROOKl!URST STREET, SUITE 100 I ~ FOUNTAIN VillEY, CALIFORNIA 92703 TELEPHONE: 7H 968-1221 A.G. DIKE AT SAG INLET PUBLIC WORKS DIRECTOR R.E. NO. 16791 IRVINE AVENUE CLASS I BIKE TRAIL AND STREET IMPROVEMENT -17~6 88 t OD/FYSJAMPEPCONCDETA/L. "'= \0•'2'=>·'1S CONSTRUCTION , , ADDED 4 PCC.REVISED BOUARDDl ""'" DETAILS 11-1JA_JE_0 __,,_1JY_.___ ___ o_ESC_R_1PTI_oN ____ --J.Af'_P_'o_. 1--.o-ESi_GN_rnJ_._M_.A4• 0_RA_wN_v_._B~. CITY OF NEWPORT BEA.CH IID1SIONS CHECKED M.M. DATE 10-22-93 PUBLJC WORKS DEPARTMENT R-5686-S SHffi 15 OF 3Q I ' I I -,~-----, ~ T ~ '-u ,. d ~ ~ z V· ~"1 o I 0 S! l: ~ i .ti (Ji ,, I ~; i U• :i; j i:: L___ __ ,_~.-;, ~ :::0 :- --I OJ 01 (j) '/a:, 0) 0 I ...., (/) (;,J 0 ,, -----~----~---- !i r_:J 'JJ ~ < ~ L ClJ z r- ~ tD rn :Ii i I .. --·-··-·.J ; .,,----~ ;., ! z ~ 0 .Ii }> < s z GJ INSTALL FEBCO 2" R£DUCED 7 PRESSURE BACKFLOW PREVENTER (FEBCO 825 Y) BRASS 90 ELL WITH CLOSE L£b/GTH NIPPLE (TYP) 15' B/?ASS NIPPLE~ ]JD~ BRASS UNION (lYP) BRASS RISERS SIZE AS R£Qll/RED PVC FEMALE ADAPTER 4• 7YP INSTALL CROSS BROTHERS STAINLESS STEEL BACKFLOW PREVENTER S£CUR/7Y ENCLOSURE, MODEL BPS£~ 1,5-2 & FIN/Sl-1 GRADE WAIER METER INST.4LL£D BY OTH£RS ~ CONSTRUCT PCC ENCLOSURE BASE. b. ENCLOSURE, MODEL BPS£ .;i:ti= /,5-211.::,. ,· -.__:;_INSTALL 2• SCHE:DULE 80 P. V.C. REDUCED PRESSURE BACKFLOW PREVENTER DETAIL N. T.S. J.N. 252-05 10/21/95 13: 29: 35 FILE = I1\ACADDATA\252.05\SHEETS\25205C2 \_ WA1FR MET£.'? NOT INCLUDED INSTALL ,JUMPER PER CITY OF NEWPORT BEACH UTILITIES DEPARlMENT \ oF RCE;...0387$ ~,r·•-- / E,p. 3/31t/i7 ' ,s,i;:r, C!V\~~ €-~~ \ CurveO 1. 2 3 •. 4 . . .. /:; .·. • ,,,.... ... / 63.62 FS S 4721'22" E \ 12.96' I . 63.71 FS \ 64.15 FS "l/ ®l__ 63.38 N 36"35'31" 14.82' CURVE DATA Delta Radius Lenath. 43'D5'55' 100.00' 75.22' 4747•09· 100.00" 83.40' 100•35•49· 20.00' 35.12' 78"/5'18" 20.00' 27.32' .·• . .......____, __ L" ___ _ Tanaent 39.49' 44.30' 24.09' 16.27' I BIKE TRAIL INTERSECTION DETAIL SCALE: 1"=20' CONSTRUCllON NOTES: 0-CONSTRUCT 3" A.C. OVER 4" A.8. @---GRADED FILL AT 90% COMPACTION APPRO~, 0 // t !!---+--+------------wlJ~ PUBLIC WORKS OlRECTOR R.£. NO. 16791 IRVINE AVENUE CLASS I BIKE TRAIL AND STREET IMPROVEMENT IWA ENGINEERSlOJA~t)\ 17390 llROOfillUllST STREET, SUITE 100 I FOUNTAJN VALLEY, CALIFORNIA 92706 TELEPHONE: 714 968-1221 DATE I BY DESCRIPTION APP'D. DESIGNEDJ.M.A. DRAWN P.A. CITY OF NEWPORT BEACH R-5686-S --~-~----------~--==--"1==----l CONSTRUCTIOt\J DETAILS RE'llSIONS CHECKED M.M. DATE 9-13-95 PUBLIC WORKS DEPARTMENT SHEEJ 16 o,30 ; '-" ; (;; ·-· , ·~-L 5l 5 ii, '. E: ~ :::0 I 01 .. 0) ' '(X) (J) I (/) z G} z C < DJ m JJ ~ i .to· ,.-<•'-• __ .__,,,_. _____ ., -~---,,-.,,,., J.N. 252-05 10/30/95 12: 39: 22 FIL£ = l:\ACADDATA\252.05\SHEETS\25205GD2 / / SEE RETA/NI.NG WALL PLANS ' ' ' ' • ' ~ ' 3 ·~ ·~-·· • ·--o'· _, J' PCC V-DITCH SECTION A i SEE DETAIL, SHEET 20 2J.oa FL • ' / GRADE BREAK ·-\ /l) 34.7' LT 8. T. STA:/14+58.56 \ \ .• • INSTALL CATCH SAS!N \ .. / ~~~§Ef#L }:/SHT 20 \\' 19.39 /NV· / L PROPOSED. vd!t~LE ··' ACCESS ROAD V"-DITCH. SECTION A • F. OVABLE 'BOLLARD "-9 • I -------=- / / / / / ,, • q;_ BIKE TRAIL I CONST 40 LF METAL I HANDRA/t-P£R ·tJUA/t:· ••• •• -• -• THIS SHEET TRANSITION END V-DITCH: BT STA. 16+10 • 8.5' RIGHT \ '', • ,.,.• ,. \ ... J , ___ -__ ,,,,.,,:._":_: ______ -_· -- ,.,..,,.s·"'~.\;::··'·:r ,. .---. ·.,-.,~ .. • -~'°"hoeo-' ··--~·-~··~- / / / / -o • DEiLTA RADIUS .j LENGtH TANGENT 1 731'40" 100.00• I 2· / 8"04'43", 100.00• I .• f.3.1/4' 6.58'• 14:tl' 7,06'. 17390 BP.OOK!l!JRST STREET, SUITE mo FOUNTAIN VALLEY, CALIFORNIA 9270~ TELEPHONE: 714 963-1221 IWA ENGINEERSOO~~ / / / / .- ,-,-~' .,,.,,,,.,. --~ ___.. --.---· ll/\TE !lY / / / / / DESCRll'TION TRANSITION ~ 3' PCC V-~ITCH l t I a• CURB AND GUTTER i:====""';'F-=· ---'+--------i t .34.72 FL 33.70 FL 1 TRANSITION DETAIL Nor ro SCALE . F -=··=--·""·:~:cc;·•=;· •;c;;···;.;:;•._• -.,-,----i--.. ·····'""· •••••• • • -----~··"-•--.-,,----~ ----"--~---·· ~--·-·"")f"°'"''"'- ' ••· ,,.-,•'-,,,-,.~,,~.,~~•~ ---:1·'---'H"V- •·•~ ,,A'' .,• 'b I ::., APP'D. 1.8. "v ,. I I!' S' ' ' ' I L _,,•;,' ·""' HANDRAIL DE[AJL NOT ro SCALE 'I) .. DESIGNEDJ.M.A. DRAWN V.B. CITY OF NEWPORT BEACH __ ,___,__ ____ REi_ili_SlO_N_S ------'---+=CH=Ec=·KEI)~-M-.M~. o=Arr~g---, 3---9-;5 PUBLIC WORKS DEPARTMENT I R-5686-S SHEET 17 OF 3Q n " ~ • ". ;o I 07 ()) CJ) ()) I (f) z >~----J ! If BIKE TRAIL CONST 100 lF OF 15" RCP , D -1750 CONST. 140 LF OF 15" RCP D -1500 PF?OFILE PROALE SCALE VERT: 7» = 8' HOR/Z: 1• = 40' -70 -ea --50 -40 INSTALL G-1 INLET PER CALTRANS STD PLAN D73 ;$>'. '-'-s), )y, y~~~ 2% MIN 15" RCP J cAfcH BASIN -FOR RAISED GRATE I SEE DETAIL ON THIS SHEET 2" TYP 4Z8 /NV yv· 48.0 /NV 15" RCP DETAIL CATCH BASIN AT B.T. STA 22+71.00 , ! :£~::::,,:;_ :e -±?> #5 BARS\ \ "' SCALE 1°,,,40, WHERE !d;/4v--<~;SIBLE l _f t/4" (TYP) 1T <)li 0 /GRATE AND FRAM£ ; cl r-13:f10 SCREWS (TYP.) V SCREW PATTERN & NTS r3"-'1/_1_6-+t----<. 7YP 3/16 ~TYP ;-----, L 2 t/4x1 1/2 xl/4 I l/2" '1:--:/8""'--<TYP I GRATE REMOVE INTERFERING PORTIONS OF ONE LEG TYPICAL GRATE CONST. '-"'3,'-/'-'16c+r'>-----,7YP #5 BARS RAISED I #5@5"O.C. EACH WAY (E.W.) 12" 3/16 TYPICAL FRAME CONST, -a-"" /0 SCHl:,W 'x I /2" b., Si::£ SCREW PATTERN L!:::, FRAME GRATE DETAIL * USE ON ALL BROOKS 2424 CATCH BASINS ** USE ON CAL TRANS G-1 INLET 0 RIECORD DRAWING?' [J=:r==========~~TAew~~~u ll/..:-'.~JJJr--17R1 R·v1 NE AVENUE PUBLIC WORKS DIRECTOR CONTOUR, GRADING R.E:N~16781 AND DRAINAGE DATE ,!; ~ <';,)J !,':}r ' ·/7-96 BB IWA ENGINEERS mo rw\~ 10-,0-1 flf\l'f AUD50 P/:oPoSSD C,o>J'(()U<"., L.!N<oS DESIGNED '-M-A. DRAWN VB. CITY OF NEWPORT BEA.CH R-5686-S 17390 llR_ OOKHURST STREET, SUITE !OO / ~~DA~TE:_l_!:Bl'~L---~OES~CR;lf'TI;;ON:_ _____ _LAf'_P_'D_.ta:jECi<Eifv'"j,M"i.iA-:looi~="i:}·::gi~ 11 MENT F'OUNTAJN VALL,,""¥, CA!JFOP.NIA 92708 ' ~ CHECKED M.M. DATE 9_13_g5 PUBLIC WORKS DEPART SHEET 18 OF 30 ~:~===1====-Til:-•:LE:P:H:DN:E::~7:14~96:8:-:12:2~1:~===~J[[[[:., ____ !RE'll~S~IO!Ns:.,_,_==-----C=:.!;:!;L,:::.,:::::,:~J...------------....!;.... _____ ..., L_~---=-=-=-~--~~~~~-~- JN 252-0510/30/95 12:30:47 FILE ~ l:\ACADDATA\252.05\SHEETS\25205GD2 I 1:: '" "' n, :.c ::, ~ :·~i i: ;::;, . I , -u~------, • ,, 2 ,:.:· 0: ,, )• ~-)] z. "' ~-· '• ~ d ~ 7 .-···' ~-~ 0 :r} -to <:) .... UJ C) ::::c I {J1 ()) ·en (J) I (/) s._ ___ ~ Cl JJ ~ •-, :s z GJ z ~r _-·-----;-_,;.ti .. ~ t -", ' f I • I --"' ',, "f " I--~~ ,,, • ·; ··-·,· ' ,. "·J ' :·1~J~ .. y .l?"·.'C,f ,'+,,.,:, . . . . ' -· ·.1 . . ---, ' -· , 1 · ·l SCAfJE ' ' =·' '," .. ".... .. ,,,,·. "" · •· "b13" .,,, -, ........ ".,,, .... ,,,,, .• ··'··' """··="'·-"'·"' .. """·'"""'50-'"·"'''• .• , · ",, ' • ., ,, ......... · · ·•· ,, "'5i5F ,.,, isi, ••• · .. ··-..... ••• ,, j----:•10 ,n, _,_,,_ ==···.·cc= • .,, . ccc·.c .• ,, ,:,, ,, ,:cc•,, ... ,,, •• 03t5JJ0' -0RTP'·STFl,-'STA,·,,,,56+5GitJ(}•,,,_·,,•,• • ·•~•""'""'· ,, ,,:::c.:·'=""·=·6:.,. ,"",, ....... , .. ,_ ... , ... , .. !Nf::"'A'"STA;'21+>f:6:-11:rJOfN'CURB··tNtE.T·, ••• • ,, .,, CONST CURB INLET NO. 2 PER C.N.8. STD. 306-L l ,r UNEA J.N. 252.02 10/20<95 07: 32: 10 FILE = l:\ACADDATA 252.05\SHEEfS\25205SD1 r LIN£ l4 STA. n+28.37 E.C . . RCP I ' I R811SIONS SHEET 19 OF 30 , .• ,. ,. "'' 0 C 7 ::,. OJ rn ::rJ ~ ' ~ '-----"·" _J " ,. 2j B "'------' gi_ :::0 :--I I,() 01 en 'O) en· 0 I ..... w (/) a 1l ~"''"" ___ , ~ , ...... u :0 .!> <. ~-= .,, C, GJ 7 • ~ .. , ,• •. ,. / ' ' J. l I i I . ? I [6" MIN I /3@18"0.C.- SECTION B et' 4' PCC V-D/TCH NTS 3" CONG WITH f/'x5" / #10x#10 Wl-VM z, PCC V-DITCH ,_., NTS J.N. 252-0510/21(95 13:23: 16 ALE = l:\ACADDATA 252.05\SHEEfS\2520502 TG ELEV SEE PLANS INSTALL BROOKS CATCH BASIN NO. 2424 CATCH ~IN FOR RAISED GRATE I SEE DETAIL, SHEET 18 ,,.....,,_.,..;-.,..._.., 2" TYP BROOKS PRODUCTS INC. OR APPROVED EQUAL :$:; ~· >)7, /NV ELEV + 0.2' FOR INLET PIPE CONNECTIONS, SEE PLANS I/ I I I I ... 1, ... "'~ et' CONC WITH ff'x6" / #10x#10 WWM 3'-('f 4• 3" CONC WITH tt'x6"/ #10x#10 MVM SECTION A ~ , .., :-</.~ /NV £1..t:.7/ SEE PLANS SEE PLANS FOR PIPE SIZE AND MATERIAL SEE PLANS FOR PIPE SIZE AND MATERIAL 32.15 FS [_ 31.9 TG 2% 2" TYP FOR RAISED GRATE SEE DETAIL, SHEET 18 Pl.ACE DRAIN IN LOW POINT INSTALL BROOKS CATCH BASIN NO. 2424 BROOKS PRODUCTS INC. OR APPROVED EQUAL :$:; ~ '/--_-(,' '/. ,)'~ ..... 2% MIN WY: '»;;: Y, y "1/_.(,. 12· P. v.c. DETAIL 3 CATCH BASIN AT B.T. STA. 6+43.00 TRANSITION PLAN 3' PCC V-D/TCH~ FOR RAISED GRATE CAfcH BASIN PLACE DRAIN SEE DETAJl, SHEf. 18\ r-1N LOW POINT F~=.-ih-\--t--f-/i'======:'.:4•=-0"::=-'.TRA'.::".:'.'.:'.N:'.s1~no~N'.::J 22.90 TG 2% MIN REMOVE: EXIST 12" CMP 12" PVC SECT/Of'✓ B DETAIL 1 CATCH BASIN AT 8. T. STA. 14+58.56 4• orizontol Bors -Extend H 2' Into Channel Walls .... C N j Dowels.#4@ 12"x2'-Cf', \ ,.... D r \ _;?o"Bors • • -I • • 9"Min • F L ---.C• ~-""" --!L.Ir.<mlllli.Pn --t_Storm Drci,n_1 F '.__A Extend Longitudinal Bars Into Channel Floor I ! IN l: f_'b"B~ra • • • • "L" Trowei Line IH™' • b" Bars • • • • • • • #4 @ 12" • • • Pipe Embedment I See Note 6 - I ' ..;o~ ,.__ __ PCP Or CSP _ EEl"fi ++ 1'-d'Where H 2 ~ 10' 2'-o"Where H 2 > 1 O' 3' Cutoff Woll Required When Approach Cnonnel Is Unlined Dowel_s #4 @ 12" x2' -Cf' In Exist Structure SECTION F-F #4 @ 12" For th=!l" #4@ 1!l". _ch T 'i.' Cir Typ See Table 2 4x1 •-6" @ 24" Cfr ln -Const Joint 3' Cutoff Woll Where Req'd Wall SECTION H-H 2" Cir Typical J/4 Cont f>arallel To Top #4 @ 12" l----.;fl:zt [6" \~~ "'! I SECTION 4" Weep Holes @ 6' c-c Bars 1CuFtOf Pervious Material at Weepholes (both sides) TABLE 1 Design H • t Reinforcement O' -4' ff' ~4 @ 12" Both Ways entered In Slab " . Bars 5@ 24" 4' -6' 6" a "b" Bars 5 @ 24' •• Bars t 5 @ 12" 6' -B' ff a "b" Bara 5 @ 12" Greater " . Bors 5 @ ff' 10" a Thon 8' ~• b"" Bara 5 @ 12" • Design "H" Vories Throughout Length Of Transition Use larger "H" On Short Transitions (L-15' or Less) For Longer Transitions Vary r<einforcement ks Indicated Above . Notes: 1 . Provide A Construction Joint Between The Transition And The Storm Drain. 2. Extend The Longitudinal Reinforcing Steel Of The Transition 2' Into The Trapezoidal Channel. 3. In Lieu Of Placing The Dowels Between The Transition And The Rectangular Storm Drain, The Longitudinal Reinforcing Steel Of The Transition Structure May Be Extended 2' Into The Storm Drain. 4. H ,,H,, h, L. b, E! • A" And "B", And "'Z' Are Shown In Tobie 3 . 5. This Structural Detoil May Be Applied Tc Transitions With Curved Bottoms And Curved Side Walls. 6. Pipe embedment Sholl be 5" For 96" Or less And 8" For Over 96". 7. Bar reinforcement typical for "I/' sections. S Or D 1 '-5' to 5'-6" 6'-10' 12· ,,, " :c TABLE 2 th REINFORCEMENT h=6"to 4' 6" #4@12" 6" #4@ !t 8" #5@ g• TABLE 3 TRANS STRUCTURE NO. 1 !-I = 2.0' H = 2.0' h = 6" L = 10' b = O' El "A" = 34.07 El "{1' = 34.37 Z = 1:1 H SECTION H D-D h=5'to B' #4@1t' #6@ 'if' #6@ 6" Spring Line TRANSITION STRUCTURE No 1 DETAILS NO SCALE ~-"""' 'H~, :~«:_ " ! 35.61 FS JOIN EXIST \ AC PVMT EXIST HANDRAIL (PROTECT IN Pl.ACE) r 3' PCC V-DITCH \ (33.55 FL} JOIN EXIST\\ ,/./ ·EXIST V-DITCH / L,E'GEND / ... 35.43 FS JOIN EXIST ,,," le:>;, >:>~·1. R,EMOVE.·EXIST PCC V-DITCH TRANSITION PLAN 33.82 FL EL "B" \ 33.72 FL EL "A"'. F I L PROPOSED 11:f RCP STORM DRAIN NOTE; PROTECT ALL AC PVMT AND AC DIKE IN PLACE AS SHOWN. STRUCTURE No. 1 DETAIL SCALE: 1• = 5' PUBLIC WORKS DIRECiOR !tE. NO. 16791 DATE 10 -"I."':,· 'i<s IRVINE AVENUE CLASS I BIKE TRAIL ANO STREET IMPROVEMENT DRAINAGE DETAILS DESCRlf'JlON IIPP'D. DESIGNEDJ.M.A. DRAl'IN V.8. CliY OF NEWPORT BEACH !--'---'------REVI_SI_O_NS--------'---+=cH=Ec=Krn~M-.M-.-l-llJ\=JE~g--1-3 ___ 95-I PUBLIC WORKS DEPARTMENT DATE BY R-5686-S SliEET 2Q OF 3Q n }.; s C ]] ?--: L------~-~ ,_,-, "' ;, ~ .,., ::=: " "' i::,-.- I\) C 0 ..., Vol C :::0 I 01 ,en OD (j) I (/) I+--GUARDRAIL Ii_ ENCASED WF --GUARDRAIL ft ENCASED WF FINISHED GRADE INVERT 2' I I ~ LAYOUT LINE (LOL) . ' I ' I TOP OF WALL (SEE WALL ELEVATION) SEE APWA STD Pl.AN 617-D FOR TYPICAL DRAIN DETAIL \,~ -+--,,--,-~, ~- / STRUCTURAL BACKFILL/ / PER SOILS REPOF?T S££ SHEET RW2\ FOR ADD'L DEJAJL \ --- / ORIGINAL GRADE 00 --...____ \.!!.) WEEPHOLE ::::--------_ CONC ANCHOR TIE _J CONC ANCHOR PILE 24"() CONCRIT£ ENCASEMENT CONCRETE CAP f CI.R FACE OF WALL Ill.I 4x12 TREATED M~ TIMBER LAGGING~~ W 12x98 (TYP) ~ '- CONCRETE: FACING@ 14 23 8 ~ Ill '¼- '". :t CONCRETE WALER '7 "' FINISHED GRADE " BOTTOM OF LAGGING 3" CLR BOTTOM OF PILE SEE WALL ELEVATION BIKE TRAIL I~ LAYOUT LINE (LOL) L~....._~-...;~ / TOP OF WALL (SEE ELEVATION) / STRUCTURAL BACKFILL/ / PER SOILS REPORT --- / ORIGINAL GRADE ---.,_ 00 wEEPHOLE\ \.!!.} \ "" " CONCRETE CAP FACE OF WALL 4x12 TREATED M TIMBER LAGGING\.!!.) SEE WALL SECnON 'A' FOR ADD'L DETAIL W 12x96 (TYP) CONCRETE FACING (ti:\. \.!!.} 1 FINISHED GRADE ~-.'671 r-~--~ -~ - " BOTTOM OF LAGGING SEE WALL ELEVATION '- 3" CLR BOTTOM OF PILE SEE WALL ELEVATION l _,;..;.;WA....;;;L=L;....N.,;;;;,.;~Ei;;;.;..;s.c;;;_;.ri..;.,.;;10;...;..N"------i® J.N. 252-05 10/24/95 09: 03:21 FlLE = l:\ACAODATA\252.05\SHEETS\25205RW1 MECHANICAL SPLICE TYP ( 8) PLACES STAGGER AS SHOWN SUBMIT MFR SPECS FOR ENGINEERS APPROVAL #3 TIES ROUGHEN FACE 1 /4. A/IPL I TUDE ( TYP) STL SOLDIER PILE cur REINFORCEMENT PRIOR TO THREAD8AR STRESSING r CLOSURE POUR I AFTER THR£ADBAR STRESSING EXISTING CONCRETE WALER ;.,_;:.)_.--'·7-·· . ..,., EXIST 84"/5 RCP / .. . V ', LOW DENSITY EXPANDED POLYSTYRENE REINFORCEMENT SPLICE @ CLOSURE POUR N.T.S. 20 10 BOTTOM OF CONG FACING ' TIE-ROD DESIGN TENSION (KIPS) ' BOTTOM OF PILE ELEVATION 13+50 If BIKE TRAIL FINISHED GRADES -18.0 13-1: 75 GUARDRAIL ' 84'-0" TOTAL LENGTH OF WALL 13 SPACE//> @ 6'-0"= 78'-0" -25.0 14+00 WALL ELEVATION 11 i1 I .. I I· CONCRETE m BELOW /', ANGLE POINT -18.0 '·\ I . I ff': (TYP) I '-O"x4" DRAINAGE OPENING THRU CONC CAP 14+50 EXISTING • RCP SD PROFILE SCALE \ll:R1: 1"-4' HORIZ: t•=tO' I EXJi-n~; HEADWALL.· P,ROTECT IN PLACE ~r.. 7,, .. , ... " ----·--,-;,..L...-. a '-b;ffit; ·· · .\=- 0.PENl . / HRU . /.,_ •• \ I ✓,,, // /' f ,·' / / ,· / " V / / \ / ~.\5· / ':? CJ •• <, .. /·~~u EC(!) ;DFlA Wl~tu f li---+-----+--------+-----lAPO-6J}L RETAINING WALL PLAN, ELEVATION AND TYPICAL SECTION 2 ADDED CLOSURE DETAIL. DATE PUBLIC WORKS DIRECTOR R.E. NO. 16791 DESCRIPTION APP'D. DESIGNEilJ.M.A. DRAWN V.8. CITY OF NEWPORT BEACH ll----'---'-------------'---1-==--+,-,~--- RF.VI Sl ON S CHECKED R.B. DATE 9-13-95 PUBLIC WORKS DEPARTMENT R-5686-S SHEET 21 OF 30 " ;,'. ~ a }f F~- ur·-··---r· , s 4-#5 EQ SPACE ~ -----/ / -;; -< ' ANCHOR PILE I ' \ \ 1>'~ \ ' 'y.,, ,, / __ ... .,, .. ,I' C.L. THREADBAR C.L. ANCHOR TIE 2-#57 TOP&: BOT A. • 1'-{i' 2' l WOOD LAGGING CONC FACING 2-/8 STOP O BLOCKOIJT "'-4-#B ~ FACE #J TIES 'jt2" 11P 9" O/C 111.T EDGES CONCRETE WALER DETAIL CD N.T.S. PILE CAP A3 DETAIL ED / ANCHOR PILE BELOW ;f TOP BARS I 1' I r C.l. 3 , r"LAP U:.], 1 ..----+--cf--, ;-· -o ---,,-----.t.,_ ; \ ~ I ANCHOR TIE • I I I ' \ L I , A) I t\ \ ,, -~-'' +-.1. +-<I~' -,,_, +------:::7E -- , , 1 ' / ~3'-6"LAP 2 i' \'? t'// / ' • ANCHOR TTE -TOP BARS r ' I:; / rC.L ANCHOR Ti£ I I ------t I /".,. ........ --, ', ·/ I ,/ /"" .. ' \ ' ANCHOR PILE a-LOW ,r TOP BARS I ,--J 0-6" ----9' \ ~, . 15'-0" . -- .. -,--· I / ' ' '"-.J!.J,,<o... ,/' I ,, , ...... ._ __ .,. ANCHOR TIE -BOTTOM BARS 5'-o" LAP fD. l i l l ' ... ----;--....... / \ ' '-.... .!.---" l 1 SEE 16\ . C.L. PILES WALER@ RCP N.T.S. ' ' ' \ I i I ' / 6" MIN LOW DENSITY EXPANDED POLYSTYRENE CD CONG FACING-., 1 //2" PREMOLDED _; EXPANSION JOINT FILLER r CONG WALER BACK OF FACING ABOVE C. L. ROD WATERSTOP CONSTRUCTION JOINT DETAIL CD EB- C, L. ANCHOR~ PILE • NICHOR Pl!.£ , BEJ.OW 1 CONC NICHOR PILE: CAP ----C. L. CONC ANCHOR TIE ----FACE OF WAI.ER s·xs."x! 1/4" BEARING PL. I o I o 3/16 .1·GAP 3/16 J HEX NUTS 0 C) o I o -• / o,o / -,____ ·-'--.• ---C:_ L. W::-,,. -·· I '-BELL ANCHOR NUT 3" DIAM MAX OPENING (TYP) -C. L. THREADBARJ l · & CONG ANCHOR TIE ....,_ __ ~1,--1---~ ('OUR 'CONC_. AFTER THREA08Af1 STRCSS!NG LAP RE/NF TO ALLOW !/4" DEFL£CT/ON 1" DI Al.I OYl'IIDAG THREADBAR W/ DOUBLE CO.~ROSION PROTECTION TIE-ROD AT ANCHOR PILE Al AND A2/E':i ~r.£ u 2 1/2" DIA/I STD STEEL PIPE . [C£NT£RL!N£ NOTE: REP/ACES DcTAJL 8/SHEIT. 22 -~ ANCHOR TI£ ________ ~ , _________ _ /5°><5"x1>---. BEARING PL. 1" DJAIJ DYWIDAG THR£AD8AR CONG ANCHOR TIE C.L. II!" / / ~::-:3--~ \ ,.:- FORMED OP£Nl1 C.L PIUS__/ Al<JD l/RJl.1.EJ HOLES 5"'x5""x 1 1/4"' BEARING PL. FACE OF WA/.£F! TYP '-Ii EA END /jf 2" 1 ----~~ r1£-ROD rq_r.'f ALER DETAIL (D EXIST RCP v PIL~ Ii/ & DRILLED HOLES / i / FOR ANCHOR RE/NF DETAILS I I I r #3&TIES @ 6n 0/C I !! BAR LAP- 14-#10 EQ SPACE - \ ! v_ I " ~. ,-- I ' . I i I I I I -S c\J: STOP BAR@ /'u/~, '>+ , HALF PILE LENGTH -STAGGER ENDS ~ ' -IA/ FU/.1. LENGTH -u'o. BAR ~ 0::: ' 7 ti ~ BOT £LEV ½ -21.0 t ANCHOR PILE DETAILS ED J.N. 252-05 10/24/95 09: 05: 54 FILE = l:\ACADDATA\252.05\SHEEfS\25205RW2 • • r TOP BARS r C.L. WALER & THREADBAR (1 . • I I ' l ' . . ' --.. -~ --'. I I I I • ' • ,, . I . ' ~ I I To I • • • BAR LAP ID j I I ' BOTTOM BARS i I l l DIST FROM I TOP OF ANCHOR PILE CAP TO STD HOOK / ;,+;, --~ • I , h . -4" ( I , I J +-! \1_.1 , / RE/NF BELOW~ I, '1/ ' Ji--- STD HOOK I ~ .. °" -8" ~ • ~-~ - \"'-~q "'~-! ol ' '. ,.....- ~ 0 ' 1+-- <¥ NO HOOK -.Q_J_oY ANCHOR PILE REINFORCEMENT DETAILS CD [, 4-#6 I I • • 3 1/2" (rYP) #3 TIES ~ ,2" ff!! 6" 0/C JALT EDGES 3" CLR (rYP) £Q6;~!c~ ~ 30• I .... , (Ti'P) CONC WALER / / I I / I / ~ /// EXIST HEADWALL _/ ~ EXIST WINGWALI..S ~ ~/, l I I FOUNDATION PLAN AT WALER 1/4"=1'-0" IWA ENGINEERS 00~~ ! 7390 Bl!OOKl!U!lST STREET, SIJITE 100 l • FOUNTAIN VALLEY, CALIFORNL~ 92708 TELEPHONE: 714 988-1221 I l--+---1--------t---jAf'PRP (;JJJl ANCHOR Tl E PLAN PUBLIC WORKS DIRECTOR A N D R.E. NO. 16791 ETA I LS 2\ ADDED TIE-ROD DIT:I LAP BARS. OA1E tD·"I<;;;,·C\"5 D DA1E 'iN DESCRIPTION Al'P'O. DESIGNEDJ.M.A. DRAWN V.B. Cl1Y OF NEWPORT BEACH R-5686-S 11---L....-L.... ____ R_E\ll_,SIO_N_S _____ ...J...._-t;;;CH""EC;;;;KE!l~--:R:-. 8::::_iiD"AlEn:::9-_:-'.13~--;:9:;:15 PUBL!C WORKS DEPARTMENT SHEET 22 OF 3 Q i: 'ic u f 0 ::n J> < ··, <. -· ,:, Gl 1 Z! ,-~ ~ CJ !Ti ,··i -· >·L--- ::0 I 01 ,(j) ()'.) m I (j) I RETAINING WALL GENERAL NOTES GENERAL 1. Contractor to verify all dimensions and conditions at the site. 2. All construction shall conform to requirements of Industrial Safety Division of the State of California and of the local Building Code. 3. Excavations shall be cased where sloughing or caving occurs. Casings shall be used far excavations adjacent to existing RCP. 4. It will not be necessary to dewater the holes for soldier or anchor piles providing the concrete is tremied into position with approved devices. 5. Soil Engineer's reprosentative shall review the wall design and installation at the wall shall be performed under the continuous inspection and approval of the Soils Engineer. 6. Contractor shall locate all existing utility lines prior ta excavating. SHAFTS 1. Vertical shafts ore to be macn,ne drilled and accurately located so that soldier piles ore in proper relation to the new bike trail and existing RCP and wingwalls. Provide protection against sloughing or caving, as required. 2. The Soil Engineer shall verify that the size and depth of each drilled hole complies with the approved plans. A log of depth reading for each drilled hole shall be ovailab/e for the inspector. 3. The Soil Eng,'.neer shall post written certification at the job site ind/eating that the tie rods have been Installed !n accordance with procedure indicated below and the results meet the minimum requirements. CONCRETE: f. Concrete, in the vertical anchor pile shafts shall be 4000 psi for the full depth and 3250 psi in the vertical soldier pile shafts shafts below the bottom of lagging. Other concrete construction shall be 3250 psi: All concrete strengths exceeding 2000 psi in 28 days shall be continuously inspected. 2. Concrete, in the vertical soldier pile shafts above bottom of lagging shall be a slurry mix of cement and sand. (1-1/2 sack cement per cubic yard). 3. Na calcium chloride shall be allowed in concrete at tie rods and areas of connection. STEEL i. All structural steel per ASTM A-36 specification. 2. All structural steel pipe per ASTM A-53 Grode 8. 3. Tie rod shall be DYWIDAG THR£ADBAR (ULT. fpu = 150 ksi). 4. Reinforcing bars shall be intermediate grade, deformed bars, conforming to ASTM A-615, grode 60. 5. Shear connectors shall conform to AWS Supplement requirements for Stud Welding. 6. Electric arc welding electrodes shall be £70XX and placed by certified welders, All field welding shall be continuously inspected. STRUCTURAL TIMBER 1. Treated Douglas Ar or Equivalent, Grade Number 2, Full Sawn. CONSTRUCT/ON PROCEDURE 1. Excavate to bottom of lagging elevation for soldier piles and to pile cop elevation for anchor pifos. 2. Drill vertical shafts for soldier and anchor piles. 3. Place soldier piles and anchor pile reinforcement. 4. Fill soldier pile shafts to bottom of logging elevation and anchor pill!! shafts to pile cap elevation with concrete, A deputy inspector shall be present for placing of all structural concrete. 5, Begin backfill in lifts as determined by the sci/ Engineer's representative to bottom of waler elevation, placing wood lagging as required. t11/ any voids behind lagging. 6. Construct pile cap and waler, place reinforcement only fer anchor tie. 7. Tension tie rod to either the specified design food or ,.mtil a relative deflection of 1/4" is achieved between the anchor pile and the waler, whichever comes first. Far anchor pile A3, load oltemate tie rods in increments of 25% of the design load until full design load or 1/4" relative deflection is achieved. 8. Camp/el,; construction of anchor ties. 9. Repeat procedure 5, until backfill is complete. 10. Construct concrete cap, concrete facing, and guardrail. TESTING OF SHEAR CONNECTORS A. The first two shear connectors welded cm each soldier pile, during any am, day of welding operations, ofter being allowed to coo!, shall be bent 45 degrees by striking the shear connector with a hammer. If failure occurs in the weld of either shear comiector, the procedure shall be corrected and two successive shear cr:mnectars successfully welded and tested before any more shear connectors aro welded ta the soldier piles. Shear connectors an which a full 360 degree weld is not obtained shall be repaired by adding a 3/16-inch fillet weld, If visual inspection reveals any shear connector which does nat show a full 360 degree weld or any shear connector which has been repaired by welding, such shear connector shall be strock with a hammer and bent 15 degrees off the vertical. Shear connectors that either crock in the weld or the shank shai/ be replaced. J.N. 252-0510/24<95 09:07:17 FllE = 1:\ACADDATA 252.05\SHEETS\25205RW3 TENSIONING OF TIE RODS A. A!/ tensioning shall be done fn accordance with the ti<1 rod supplier's directions and the fallcwing: B. Certification from on approved testing laboratory shall be submitted for the ca/lbrotion of the tie rod loading devices at the start of eoch job and 30 day intervals thereafter. C. No tensioning shall be performed until the concrete hos attained at least 100 percent of its assumed design ultimate compressive strength. D. The Soil Engineer shall monitor the testing of all tie rods. He shall keep o record of all tensioning loads and total movements. This record shall be kept on the job site and shall be made avai1able for inspection by the inspector. E. Upon completion of the tie rod installation and tensioning, the Soils Engineer shall submit o report to ihe Owner stating whether or not the installation and tenxioning of all tie rods are in conformance with the recommendations of the soil report and any supplements. 7YPE B METAL HAND RAIL!NG'- PER APWA STD PLAN 606-0 "' EXCEPT AS MOD IF/ED /-!£REON .'-... ✓--2"¢ STD PIPE 4' 0/C @ / 1't6,, 4 '-6'' I 1 '-6" ~-c I .L. PILE & DRILLED HOLE 7' I 1 '-6" ' I - + j ,-$££{0J. I 0 FOR ADD'L INFO . • • ,fl. < 12" MIN j , C -. - I~ ~ ~\ ' ' CON,C CAP @ GUARDRAIL EID 21 , , o" I - 2-#5- BE7W£EN PILES CONG CAP /2-#5 CONG CAP -#3 TIES @ 5" 0/C '-4-#8 EA FACE '-CONG FACING --WOOD LAGGING DETAIL GD I WOOD LAGGING MIRADRAIN 6000 cur BACK OF BLACK PLASTIC TO MATCH SIZE OF WEEPHOLE. DO NOT CUT FILTER FABRIC • • • • . .. CONG FACING \: I • A < • ~ :3" DIA. PVC . / PIP£ @ 3' O.C . CENTER ON SPACE rtPICAL Vi!Ef.[:HOLE DETAIL® t . I I , '{ ' I 6"x4"x3/8".J POL YITH£LENE PAD BETWEEN LAGGING MEMBERS (7YP) Ii I I I I \ 1£ PILE . I . 3/8' GAP f ,: I . I \_ 16d GALV AT CENTER OF PAD (T't'P) PARTIAL ELEVATION BACKFACE@ N.T.S. r;;. = 3250 psi l I In 3/4" x 4" NELSON srua CONNECTORS A-ON 5 1/2" GAGE LINES r !£ PILE AND // ® 12· o/c (TYP.) ~ DRILLED HOLE , r #4@ ,2· 8" MIN. r FACE OF WAL~ I Jf 4• / r i I -t . '"" . L I I I -I I ' I . . Ii \ . I ii! I ,I \ II , / ' , ; / ' G/NGJ/ EMENT WOOD LAG CONG ENCAS: I / -MIRADRAIN 6000 (1YP.) _0~ 1/°/ - 6.0' TYP \ \. / ~\_ \_~ PILES EEL PILE ST, BEYOND I ATTACHMENT DETAIL EID N, T.S. PUBLIC WORKS DIRECTOR R.E. NO. 16791 IRVINE AVENUE RETAINING WALL SPECS, IWA ENGINEERSl[ill~~ 17390 BROOK!ll;'RST STREET, SUITE 100 • FOUNTAiN VALLEY, CALiFORNIA 92706 TELEPHONE: 714 966-1221 7-J8$ BB /2\ ADDED NELSON STUD CONNECTORS DA11' 10 ·'<'S'""i-5 DETAILS AND SECTIONS DESCRIP110N APP'D. DESIGNEDJ.M.A. DRAVIN V.B. CITY OF NEWPORT BEACH [!,' _ __. __ ,__ ____ RE\!I-SIO_N_S ______ ,___+CH=·Ec=K=rn~R-.-B-."'0A=JE~9_-13 ___ g-l5 PUBLIC WORKS DEPARTME~T llillE BY R-5686-S SHEET 23 OF 30 I s, 's i II 'z rl' -,-.,i---··-ci z '. t"J ?) \~ 1. ___ '""""- z C < -°' OJ rn JJ ::0 I (J1 (j) (P (j) ' (/) 7~ C = :s. OJ m JJ z G-Y CONDUCTOR SCHEDULE AWG CIRCUIT ¢4P 2 2 2 2 4 #14 ¢6P 2 2 2 4 4 1--¢8.,....P~-----i---+-2~1--:2,------f,-----,-2-+-2::--1----t---:-2-+----r--:::2---t--4-,--t-----; ¢2PPB 1 1 1 1 1 ¢4PPB 1 1 1 1 2 ili6PP8 1 1 1 1 ¢8PPB 1 1 1 1 1 1 1 1 2 r-cP::-'P~B'-:c-'C'--=Oc.:.M:.:.:M:...:O.c..N:.___-+---=-1 -+--:1:-l--::'-t------:c1-+---::-1 -+-1-'--r-:1::-+. ··--'-1--+_1 -+-1-'--1----1 IISNS 2 2 2 2 2 2 2 2 2 SPARES 3 3 3 3 3 3 3 3 3 9 TOTAL 1.!14 15 21 23 27 27 11 18 15 29 56 SIGNAL & IISNS COMMON 1 1 1 1 1 1 1 1 1 1 #lO LUMINARE 2 2 2 2 2 2 2 2 TOTAL .1!10 3 3 3 3 3 1 3 3 3 1 () o a EYP CABLE 1 1 1 1 1 1 1 2 N~i----=--=-'------+--+--+---+~-+--+--+---1-------i--t---+---, ~~--------+--+--+----1-·-+-------il-------i--t---+-~~---j n:,::I TOTAL 1 1 1 1 1 1 1 2 '" ¢1 DETECTORS 1(E) 1(E) 1(E) i(E) SCALE: i" -20' ¢2 DETECTORS 2(E) 2(t) 2(E) ¢4 DETECTORS 2 2 DLC 1'65 DETECTORS ; 1 (E) 1 (E) 1 (E) l--'--~~----+--+--+----l--+--+-=c-+--c-c~i--'--j-:c-7=i-f-c-ic~---, ¢6 DETECTORS 2(E) 2(E) 2(E) 2(E) ¢8 DETECTORS 3 3 3 3 3 R/W NOTES TO CONTRACTOR: OJ EXISTING MULTI SONICS 820 SYSTEM CONTROLLER IN A TYPE "p" CABINET WIT.I-! A MODIFIED TYPE II SERVICE ENCLOSURE. CONTRACTOR TO SUPPLY All NECESSARY EQUIPMENT TO PR0v1DE FOR THE INTENDED OPERATION. ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. REMOVE AND SALVAGE EQUIPMENT. INSTALL CONDUIT INTO EXiSTING PULL BOX. EQUIPMENT TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. I ' ' Varies I R/W ii I I ii I , :: I , if I " ii Vories , !'!on l'r<pMod lly: t,_) J).:,..._-, (')\.-1t.:, Oc l ,1.. t "-'l f ----------De.te POLE SCHEDULE POLE DATA SIGNAL LUMINAIRI'" SIGNAL MOU~J TING PED. PUSH BUTTON BIKE PUSH BUTTON 1POLE LOCA TIO,-J /ILLUMINATED SIGN ~Jo, TYPE HEIGHT M.A. M.A. HPS M.A. Vi="H. ! PED. <ti t,RROW LOC. 0 ARROW I QC, A B C I MESSAGE(DBL. FACED) REMARK 1 25-4-70 30' 40' 15' 250W 2-M.AS SV-1-T SP-1-T 4 -~-3 E*ISTING University 2 1~A 10' TV~-1-T SP-1-T 6 -~1> 5 4 -<r--3 E*ISTiNG ' Q) 19-3-70(N) 30' 30'(N'15'(N) 250W(N) MAS(N) SV-1-T N SP-1-CS N; 6(N) <1--5 14'' 2.5' Irvine Av. (N) _ ----~-, ""@ 1-A 10' TV-1-T SP-1-T 8 --1> 7 .f--'6=-1_<1--__ -l-~""5-+-E-+I __ S_Tl_,N_G_ .. +---:-:-:-:-c--+-----1 -@ 26-4--70 30' 45' 15' 250W 2-~MAS SV-~1-T SP-1-T 8 <t~-7 E iSTIN!G University 6 1-A 70' TV-2-TN SP-1-T 2 ---1> 1 8 <i-7 E,ISi!NG 7 19-3-70 N) 30' 30'(N 15'(N) 250W(N) MA~) SV-1-T N SP-1-CS N 2(N) <1--1 22' 2.5' Irvine Av. N) I 8 , 1-A(N 10' .. ~--TV-i-T N) SP-1-CS N 4:(i'IJ/ --t> 3 ~~), ... <l--1 1' 2.5' (g)-I i qq ! i i i ALL EQUIPMENT EXISTING EXCEPT WHERE SHOWN: (R) -RELOCATED; (N) -NEW i i \ I 9. ALL NEW lt1EHICLE HEADS SHALL BE 12" INDICATION UNLESS OTHERW'ISE NOTED. i TRAFFIC SIGNAL MODIF!CA TlON PLAN IRVINE AVE. & UNIVERSITY DR. zl C' ~ nJ m -..,~ .. , .. 'D ~·•--"""""'" : \: i Z 1 :,: G !:; , .. , 2 :.;, D -:ii O•L---..d n > ' ~ Q " z :::0 I (Jl (}) OJ 0) I (f) t:-, .... -... ·---·--··-~--- !'- ":.;j-~- !'- 1 . 2. 3. 4. GENERAL NOTES: ALL STRIPING, SIGNING, RAISED PAVEMENT MARKERS, PAVEMENT MARKINGS AND CURB MARKINGS SHALL CONFORM TO THE LA TEST CAL TRANS TRAFFIC MANUAL, CAL TRANS STANDARD SPECIFICATIONS AND CAL TRANS STANDARD PLANS DATED JULY 1992 AND THE SPECIAL PROVISIONS. STRIPING SHALL BE MARKED OUT AND APPROVED BY THE ENGINEER PRIOR TO FINAL INSTALLATION. REMOVE CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. PAVEMENT DAMAGED DUE TO REMOVAL OF RAISED PAVEMENT MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. EDGE OF PAVEMENT ~-4" YELLOW <t;_ DETAIL "A" NO SCALE DETAIL "B" NO SCALE EDGE OF PAVEMENT ---- I / 12" WHITE SfrJU ICJAR ___ ./ DETAIL "C" NO SCALE I SEE DETAIL "A" Plan Prepared By: (,.]~ O\.,,.J.::> r:u \t I '\•h --~-----'"-----Date LEGEND = EXISTING STRIPING & MARKINGS TO REMAIN. - 2. cl = Ex:s11Nr. SIGN TO REMAIN. <I = PROPOSED SIGN. ·., = EXISTING SIGN TO BE REMOVED OR RELOCATC:D. 3. CT;) = SIGNALIZED INTERSECTION. SCALE: 1" -40' I / I / "APPl10VE:D rnR CONCEPi-& ADHERE~CE ' ---------1---t---i-----------t-------Jrn c,ry s,e.NDARDS & REOUiREMrn,s SIGNING o. STRIPING MODIFICATION PLA'" ,-O:,LY. CTfY IS NUT RESPOclSIBlE 'Dk CC • • I'll DCSIGN A.SSi.,iMPT!ONS & ACCURAC'✓," IRVINE AVENUE . 18·96 BB Z DELETED OE7AIL B BET. 22ND ST. AND UNIVERSITY DR . ~ ·, Q r: 1 ..... , ____ _J ::::0 i U1 ()) OJ 0) I en z ... -~ :s DJ m J} . I'-. GENERAL NOTES: 1. ALL STRIPING, SIGNING, RAISED PAVEMENT MARKERS, PAVEMENT MARKINGS AND CURB MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS AND CAL TRANS STANDARD PLANS DATED JULY 1992 AND THE SPECIAL PROVISIONS. 2. STRIPING SHALL BE MARKED OUT AND APPROVED BY THE ENGINEER PRIOR TO FINAL INSTALLATION. 3. REMOVE CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. 4. PAVEMENT DAMAGED DUE TO REMOVAL OF RAISED PAVEMENT MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. \ EDGE OF PAVEMENT ,---4" YELLOW t ~ = = Lu3•lu3•Lu DETAIL "A" NO SCALE EDGE OF PAVEMENT DETAIL "B" NO SCALE 40' 20· 20 23' Plan Prepared By: (A)~ ~ c~:i...o;;, V, t) L " '1 :c Date r77I Katz, Okitsu & Associates ~ Traffic & Hfghwy Engineers 1200 Corporate Center Drive, Suite 140 Monterey Park, California 91754 Tel: (213) 260-4703 Fax: (213) 260-4705 LEGEND 1. -= EXISTING STRIPING & MARKINGS TO REMAIN. = PROPOSED STRIPING & MARKINGS. = EXISTING STRIPING & MARKINGS TO BE REMOVED. 2. cl = EXISTING SIGN TO REMAIN. <I = PROPOSED SIGN. ,] = EXISTING SIGN TO BE REMOVED OR RELOCATED. 3. ® = SIGNALIZED INTERSECTION. SCALE: 1" -40' ";,P?ROVED FOR CONCEPT & ADHERENCE -1----+---+-----------f----lro e<TY STANDARDS & REou1RrnE1ns SIGNING & "~TRIPING MODIFICATION PLAN -Olll Y Ci fY !S N(Jr RESCQN'.ilBLE FOR ;:J --I DESiGN ASSUffi.PTIONS & ACCURACY." TRAFFIC ENGlt'-l[ER R r• E. N·· '7 2045' ;---j----t--7<--------------1r-----1 a --" -o. -"" - 7-18-96 BB 2 DELETED OETA// .. B f/,j~a,,d_f.111&,f~c"'-= DATE BY 1ESCRIPTION 1',PP'D DESiGi~ED DRAWN RE. VISIO~JS CHF.CKED 'DATE IRVINE AVENUE BET. 22ND ST. AND UNIVERSITY DR. CITY OF NEWPORT BEACH R-5686-S 3HEET 26 OF 30 ' ' ' . . .. i 0 •· ~ Cl Ji ✓ >~- ~ :- I\) 0) C .... v.! 0 ~1 ~ ~:::-L, -' WJ i 7i ~ I ~! ,~-·1 \..L rn JJ :::a i (J1 en 0) 0) I (J) .... : l i -.. j 6 INCH GRID 0 co A= 7 SQ. FT. 'o ('j DETAIL "B" NO SCALE ~ 1. GENERAL NOTES: ALL STRIPING, SIGNING, RAISED PAVEMENT MARKERS, PAVEMENT MARKINGS AND CURB MARKINGS SHALL CONFORM TO THE LATEST CAL TRANS TRAFFIC MANUAL, CAL TRANS STANDARD SPECIFICATIONS AND CALTRANS STANDARD PLANS DATED JULY 1992 AND THE SPECIAL PROVISIONS. 2. STRIPING SHALL BE MARKED OUT AND APPROVED BY THE ENGINEER PRIOR TO FINAL INST . .<\LLATION. 3. REMOVE COhlFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. 4. PAVEMENT DAMAGED DUE TO REMOVAL OF RAISED PAVEMENT MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. EDGE OF PAVEMENT DETAIL "A'~EDGE OF PAVEMENT !RV/NE NO SCALE R1 ·-u / Jml R7 c;i'~=· =ec,c= .. =..."CC:c--=-=··=· ·=·~Ji.1;; ____ _ 60' ' ' l SEE DETAIL "A"_/ / Plan Prepared By: [)7 ,-------'" LEGEND -= EXISTING STRIPING & MARKINGS TO REMAIN. = PROPOSED STRIPING & MARKINGS. = EXISTING STRIPING & MARKINGS TO BE REMOVED. 2. ,,j = EXISTING SIGN TO REMAIN. <! = PROPOSED SIGN. ,; = EXISTING SIGN TO BE REMOVED OR RELOCATED. 3. cs·) = SIGNALIZED INTERSECTION. '---~- /"~-:;;,,::,;lf-LscE DETAIL "8" SCALE: 1" -40' "APPROVE[) FOR CO!\!CEPT & ADHE:Rf:NCF l--------------t--t--t-------------i---iro cm s0 1,N1JA.RDs & Rrnu1REMENTS SIGNING O~;L Y. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS & ACCURACY. M & & STRIPING MODIFICATION PLAN IRVINE AVENUE TRAf· F-IC ENGlt'IEU"\ t--+--+-~-----------+---; ,./')_ R.C,E No. 22045 /fift/4(kl{[f.1!,lbt,~k-?·i8·96 BB 2 DEi:ETED DETAIL 8 BET. 22ND ST. AND UNIVERSITY DR. ,, ' ' ~ f ~ .,, ti ~ ,;; ~ '''----~ ., -,, '-ti ~-,. "' n .. -:;; n =-!. " :::0 I . Ul ' 0) co en I j:; " ___ .,M_,._ -----,-~---·l ,j92125 lf!VSS4.DWG 1. GENERAL NOTES: ALL STRIPING, SIGNING, RAISED PAVEMENT MARKERS, PAVEMENT MARKINGS AND CURB MARKINGS SHALL CONFORM TO THE LATEST CAL TRANS TRAFFIC MANUAL, CAL TRANS STANDARD SPECIFICATIONS AND CAL TRANS STANDARD PLANS DATED JULY 1992 AND THE SPECIAL PROVISIONS. 2. STRIPING SHALL BE MARKED OUT AND APPROVED BY THE ENGINEER PRIOR TO FINAL INSTALLATION. 3. REMOVE CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. 4. PAVEMENT DAMAGED DUE TO REMOVAL OF RAISED PAVEMENT MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. <( w (/) c., w z ::E <( Cl'.: ~10 lf) LL 0 0 {.) LL. >-I-0 z ?.: ::::, 0 0 u - .,,.,-EDGE OF PAVEMENT I'- DETAIL "A" EDGE OF PAVEMENT NO SCALE Plan Prepared . , ,.. .. , ( J <. I(' ~A../ G::z:'L.T-;-'->, By; n'l-t . '"""--.,.)''"';'. < \6 Okitsu & ~Katz, Traffic & HighT1ay C.k.):: Ii l'il > I Date Associates Engineere 1200 Corporate Center Drive, Suite 140 Monterey Park, California 61754 Tel: (213) .eeo-4703 Fax: (213) 260-4705 36' SEE DETAIL "A" :f:ytvffSsmp~~· .. v:\ ;; .,.,,,:'"R"T--~jY _:'t-, '"';;"5',c''•,;1;., •• 01,,-"'· ,,.,. /it,'· ,~':v'· //' ;.,~:,:;, !(:_• " .. , /.::.V.-'_..., \":::-: ... \'_· i "1~-··:;;\·"-.'.-,•·, .l/1~ ,.-"\\;,~",(, II ( ·N' c·~•· • \' " r ·•.:0-. bJ:'.'.:D55 ! '_,,' 1l -I ll ·11-., /· 3 • ~:,).;' '-"/>\ ;;:--~ / '(:;/' :';· '\ \: ·---,........_. •• :i • DAIE BY ~ 1}~'·>-('•\1'.\ ... ,<:. 0 • • ~!{/ffL/;.~\\1f.\<:t:::::· '•"· ·--. "'' ', --· -~--~.::-• LEGEND -= EXISTING STRIPING 1k MARKINGS TO REMAIN. = PROPOSED STRIPING & MARKINGS. = EXISTING STRIPING &: MARKINGS TO BE REMOVED. 2. q = EXISTING SIGN TO REMAIN. cl = PROPOSED SIGN . .. j = EXISTING SIGN TO BE REMOVED OR RELOCATED. 3. (S.i = SIGNALIZED INTERSECTION. \..._ ___ / AVENUE - SCALE: 1'' -40' . w z _J LL 0 0 RECORD DRAWING0 0/iPPROYEI/ FOR co~~C[PT & ADH(HENC[ TO CrTY STANDARDS & REQUIREMENTS SIGNING & STRIPING MODIF!CA TION PLAN Of~LY, CITY IS NOT RESP0i~S:8L.E FOR DESIGN ASSUMPTIONS & ACCURACY." TRAFF IC C. NG!Nt:F~ IRVINE AVENUE /'i 11.C.E. No. _.2::{(,J.:5§..f ____ BET. 22ND ST. AND UNIVERSITY DR. f!:/dvu.ittf d-,rt,,..., .. D[SC,c;:IPTIO~~ APP'[) DESICi\/tD DR/>.WN I CllY OF NEWPORT BEACH R-5686-S Re\fl"''··,~ic CHECKED DATE ! 'c... ~JI V •. J PUBLIC WOFWS DEPN~T:v!ENT 28 Oc 30 St.j[ET i2 r • u i , . ..___ __ ~ ," ~-····-····· :: ! X n h Cl JJ ).> ~ z GJ Jf-J.2! 25 w z ...J lf~VSS5.DWG ~ ' I . I • 2. 3. 4. }'2 6 n , ... ('>J ,o ' I\ 0 ,,fr 0 __s-- C') ~ 40" I .. ' "' ''''' ' I; I~;~ GRID A.~ 7 SO. FT. DETAIL "B" NO SCALE \ GENERAL NOTES: ALL STRIPING, SIGNING, RAISED PAVEMENT MARKERS, PAVEMENT MARKINGS AND CURB MARKINGS SHALL CONFORM TO THE LATEST CAL TRANS TRAFFIC MANUAL, CAL TRANS STANDARD SPECIFICATIONS AND CAL TRANS STANDARD PLANS DATED JULY 1992 AND THE SPECIAL PROVISIONS. STRIPING SHALL BE MARKED OUT AND APPROVED BY THE ENGINEER PRIOR TO FINAL INSTALLATION. REMOVE CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. PAVEMENT DAMAGED DUE TO REMOVAL OF RAISED PAVEMENT MARKERS SHALL BE REPAIRED TO THE SATISF ACTIOM OF THE CITY ENGINEER. '<t' ~ :16' ◄-·----i 18' 18" >-. ~ /RV/NE \ ·"-,,.._ a, ,,., - N - ---------- I'- • " EDGE OF PAVEMENT DETAIL "A" NO SCALE EDGE OF PAVEMENT !> R18-2 SEE DETAIL "A" DET,<\IL~' /~\ ;lz\ -SEE DETAIL "B" SEE DETAIL "A" Plan Prepared By: 217 INSTALL DETAIL 38 SEE DETAIL "C" R4 SEE D['.f'All,," " /z\ ,_:__\ SEE DETAIL "C" INSTALL DETAIL 22 ' ' W15 MATCH 34' , R' I lo 18' i I -~ I I I I ' I _Q_ R2(30) JOIN TYPE N ,,.-r-t-lNSTALL DETAIL 22 INSTALL 12" Y (TYP.) LEGEND 1. """ - "CC::> = EXISTING STRIPING & MARKINGS TO REMAIN. = PROPOSED STRIPING & MARKINGS. = EXISTING STRIPING & MARKINGS TO BE REMOVED, 2. ,j = EXISTING SIGN TO REMAIN. <I = PROPOSED SIGN. ,.1 = EXISTING SIGN TO BE REMOVED OR RELOCATED. 3. (S-) = SIGNALIZED INTERSEC110N. "s,.s./ I ' ' ' ' ' ' ; ' ' 2(3' 1 INSTALL 3' LONGITUDINAL Y. AT 6' CENTER TO CENTER SPACING (TYP.) I \ I ' ' ' ' ' W,53 i : ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' : : ' ' ' ' : : ; 0--o k~· 1 l~ 23• ', ,~ I ;:\ F :: :: irg I ! • I ' ' ' ' ' ' : 36': ' ' . 28': 20' INSTALL DETAIL 38 LINE 'I ')" IL. 1,\n_j I TC ' I '( __ STOP ' <D 1J) '~, --',, NO SCALE CONTINUED AT SHEET 30 OF "f\PPROVED r·o« CONClPl & ADHE~ENCE " 01 -~ I ' I ! I ' l l SCALE: 1" -40' 0 ---------r--t--t-----------t------JTC CITY ST/.c/D/1RDS & REQUIRE_MENTS SIGNING & STRIPING MODIFICATION PLAN t---0:'-!L Y, CITY IS NOT RESPCNSIB'...E. r·o•1 DESIGN ASSUMPT!Or~s & ACCURACY." '\ ffi DELETED DETAIL. B DATE RY DESCRiPTlm~ DR/.i.\ft✓ CHE:Cr<c:D D;\TE IRVINE AVENUE BET. 22ND ST, AND UNIVERSITY DR. CITY OF NEWPORT BEACH PURl.:C WORVS i)E::i--> /\F-! TUf:Nl R-5686-S SHElT 29 Ol 30 ~ ;-.. I\) r --~ .,., 0 ..... uJ C ' z G7 :::c:i I (Ji O') Q.) O') I (J) IRVSS6.DWG GENERAL NOTES: 1. ALL STRIPING, SIGNING, RAISED PAVEMENT MARKERS, PAVEMENT MARKINGS AND CURB MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS AND CALTRANS STANDARD PLANS DATED JULY 1992 AND THE SPECIAL PROVISIONS. 2. STRIPING SHALL BE MARKED OUT AND APPROVED BY THE ENGINEER PRIOR TO FINAL INSTALLATION. 3. REMOVE CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. 4. PAVEMENT DAMAGED DUE TO REMOVAL OF RAISED PAVEMENT MARKEf~S SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. r--... r--... ---. -_::.:,_::_...---- EDGE OF PAVEMENT ~-4" YELLOW ct = ="-' 1_ 9 ., I 3' I : l.,_L_J __ 9_•_3•1., g• .. I DETAIL "A" NO SCALE EDGE OF PAVEMENT I· . .i 40" l'f'-----··l>j ,--i-.. LLJ. ' i ! ! --":·· ·; ':' • , ... --./ ; . -. -0 CX) f"'. Plan Prepared By: DET /\il i TO RE~1!1iN v71 Katz, Okitsu & Associates ~ Traffic & Higb:m1y Engineera 1200 Corporate Center Drive, Suite 140 Monterey Park, CalitorrJ.a 91754 Tel: (213) 260-4703 Fax: {213) 260-4705 SEE DETAIL "A" <I W31A(500'), TYPE N-1 LEGEND 1. -~:;;;-----= EXISTING STRIPING & MARKINGS TO REMAIN. -= PROPOSED STRIPING & MARKINGS. "'" = EXISTING STRIPING & MARKINGS TO BE REMOVED. 2. q = EXISTING SIGN TO REMAIN. <l = PROPOSED SIGN. , = EXISTING SIGN TO BE REMOVED OR RELOCATED. ,..-----'-. 3. ( c; \ = SIGNALIZED INTERSECTION. ,:/ SEE DETAll--~B-" 11\ INSTALL DETAIL 22 SCALE: 1" -40' "!,PPRO'YED FOR C:O~:CCPT & ADHEREt~CE w z _J Li.. 0 I- ------w w I (I) 1----------i---t--t----------r--Jro CIIY sTA.NDARJs & RECUiRE\IENT" SIGNING & STRIPING MODIFICATION PLAN ONLY. CITY IS NOT RES?C!\IS;BLE FOR i.lES!GN ASSU;·,IPTIONS & ACCURACY." 7-18-96 BB ' 2 DELETED DETA! L B TRAFFIC Et~GINEER {)J~:.;;21~~~ -IRVINE AVENUE BET. 22ND ST. AND UNIVERSITY DR. DP.TE BY DE'SCRIP J'ION ORA.WN CITY OF NEWPORT BEACH f~E\/ISIONS CHECKEJ D/.i.,TE ,J :,; > < .TI ]' "" " b .. ~,3 \ T.'' :i L__._,, ___ ,"""'"-··j " '""""'"'""-7 T. I fd Q i b jJ [ ; ~ p )>· i 8 ;l_ < ! ,~ t~) <..:. ''.~ ~ z ! § ~ Gl '" z. _.., ,-· ! C '--[ ' J ~,: ! ' : i'6 ;:; ! s:: j '~-···-···· ~-- :a-,-----·--··· i"' l ~, ·1. u b T' ("\ "' G , ~ ~ ~ ~ j ·( ;::j .C. r. ~i;i}z~tl.'.:::· .. :··.J· 1 -1'"''· . , i ., r •,: ·:, , I. I \ I SLOPE , IRRIGATION PLAN IS DIAGRAMATIC ', • . ADJUST Li>iYOUT TO LOCATE All.VALVES AND PIPING 11,l PLANTING AREAS AND PROVIDE ADEQUATE COVEAGE . . . ' . .• ~ ' '• '·-, .. ' ' . ' ", . i • ::¾ "' :-, --:j \.-.-:,; t"' ., '"1 ~ :-~· ·,..--.. . ' ._,,., , .. -l /-· ~-~ ~ ✓-J _, e, i , ,• ' 6 ' L' ,,.,-? ., ,,- /' ,ZJJ v 11.Lvi;s Id 1o'' ~rzo'" . Bl l<.'i.. --rJtAtL Uo..fl'--fe.. .. ·" ·;t·~ . . ,,_ , ,/ ~ ------:_ • ., ·--~-v---·· ( ~'\e, '-1-a..l'--e, \ n.':'-""' 6.=s ~- .. ~ .. ~~' ~- ~--:-,..,,.. y J' ; •. j • t ,•• ' - ' _\ "~, ..... -·· ;::;·. .-/· ;; ... :/·~~~-:\ ·. \. -1 I . ., I ' , .. CHECKED -··., Joe No. <ci&-cvl • •'· ·-. : , " . CF .,. __ • ;_:•··. ·:,::s1--1eETs • "J ;"' -, \~ I ,. ' ,.o1 r •. \ ,1. l! •••,.<,. I , __ -. ,'. - ·, ./ i . , n: 7,, i ~I ·,, I ·: ' ,, i ... :::u I 07 u) GJ CY -------------~~~....--.-. •~,-----·----------~--c,----;----- ,.. ,·.,-:i'''""""".. -r--~··. : ~ ... ~. ' ,,, . ._,'' ' \ ,..._ ,."' ,-•·:-'"'·'·~ ''.:··: >--";_,·~:·:::•:::,~-;.,:;:i,~, ·;"'"''" ;,_ :" ·('\, ·, ,·,•.',f; -.:_.-. -,:; "·' '~ . ·•": -.-~---·-----~-;:· - - • .:·,,:,:::·;ft s ,i:.~;~~*i1~l ].·'. l -. 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