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HomeMy WebLinkAboutR_5472_S~~TrE~SfE(CT~O~ MO[O)~f~(C~ T~O~S J~M~O~[E[E ~OUlrE~~~[O) ~T (C~MPUS • 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS (STANDARD SPECIFICA- TIONS FOR PUBLIC WORKS CONSTRUCTION), CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFICATIONS, AND THE CURRENT ORANGE COUNTY MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN WORK UPON HIGHWAYS, EACH OF THE MOST RECENT DATE. 2. THE CONTRACTOR SHALL TELEPHONE THE CITY OF IRVINE AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO STARTING CONSTRUCTION, (714-754-3676). 3. 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 APPROVED BY THE CITY ENGINEER. 4. ANY EXISTING PAVEMENT DISTURBED BY THE CONSTRUCTION OF UNDERGROUND INSTAL- LATIONS SHALL BE COVERED BY A PERMIT ISSUED BY THE CITY OF IRVINE. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT. 6. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE CITY ENGINEER OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH THE CITY OF IRVINE STANDARD DRAWINGS. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE NEW SEWER LATERALS CONSTRUCTED ANO TO STAMP THE CURB WITH AN "S" ABOVE THE NEW LATERAL. INDIVIDUAL SEWER ANO WATER SERVICES SHALL NOT BE LOCATED UNDER A DRIVEWAY. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND STAMP THE CURB ON EACH SIDE OF THE STREET WITH THE APPROPRIATE LETTER: "E" FOR EDISON, "T" FOR TELEPHONE, ETC., WHEREVER UNDERGROUND FACILITIES CROSS A STREET. 9. PRIOR TO PLACING OF UNDERGROUND UTILITIES THE LOCATION OF ALL UNDERGROUND FACILITIES (ELECTRICAL, TELEPHONE, CABLE TV, GAS, ETC.) SHALL BE ADDED TO IM- PROVEMENT PLANS. - -CONSTRUCTION NOTES AND QUANTITY ESTIMATES £ 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. SAWCUT EXISTING PAVEMENT.-----~.----------- SAWCUT EXISTING CURB AND GUTTER.-------------- SAWCUT AND REMOVE EXISTING PCC SIDEWALK.---------- REMOVE EXISTING CURB AND GUTTER.-------------- REMOVE EXISTING AC.------------------- CONST. PCC CURB AND GUTTER TYPE "A-2" PER STD. 200.------- CONST. PCC CURB AND GUTTER TYPE "A" PER STD. 200.------- CONST. 5" AC OVER 22" AB.------------------- CONST. . 4'1 A.C. OVER II" A.-B. OVER 6" CEM. SLURRY -------- CONST. . 4" A. C. OVER 12" CEM. SLU.RRY FEATHER OVER EXIST. AC & JOIN TO SATISFACTION OF CITY ENGINEER.-- CONST. COMMERCIAL DRIVEWAY PER STD. 204.----------- CONST. PCC SIDE-WALK PER STD. 201 .. -------------- CONST. SIDEWALi< ACCESS RAMP PER STD. 203. (INCLUDED IN ITEM 13) CONST. MEDIAN NOSE PAVING PER STD. 109. REGRADE PER SECTIONS SHOWN ON SHEETS 2 & 3. (INCLUDED IN COST OF OTHER ITEMS) REMOVE OR RELOCATE PER SIGNING & STRIPING PLAN. <INCLUDED IN COST OF SIGNING & STRIPING) REMOVE OR RELOCATE PER SIGNAL PL!.N. <INCLUDED IN COST OF SIGNALIZATION) • TO BE RELOCATED BYE.DISON COMPANY. (NOT A PAY ITEM) TO BE ADJUSTED TO GRADE BY TELEPHONE COMPANY. (NOT A PAY ITEM) •• -, I 't~V LF 16 LF 2,434 SF 1,459 LF 166 SF -,,1 ft/, LF t, 4-?J.'i ~F l,"14-9 SF 'J.,//1 SF 'Z,P!I SF '1., 89 5 LF ,zq1 SF 1,11.I SF 418 SF IRVINE 10. ALL CONCRETE WORK AS SHOWN ON PLANS (CURB & GUTTER, STORM DRAIN PIPE, MANHOLES, SIDEWALK, ETC.) SHALL BE EXTRA STRENGTH CONCRETE WITH 7 SACK TYPE II CEMENT OR 6 SACK TYPE V CEMENT. UNLESS DEEMED UNNECESSARY BY SULPHATE- CONTENT TESTS AS APPROVED BY THE CITY OF IRVINE. SEWER NOTES 1. STATION SHOWN THUS ! 0 + OD! ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL CENTERLINE STATIONS. I " NE;J 2" CONOU/T (BY-~\ CONTRACTOR) ANP CABLING (8Y E/JISON) ,"' / \ =========:::j=.:J 1---1 - - - --,., c:1=====~ RELOCATE ELECTROLIER 1,-1---------------------~-TO NEW FOUNOATION -·-···· ---- - PRIVATE-81-GINEER'S NOTICE TD CONTRACTORS - • - •• ( BY E0/!30N) - I I \_ I q:=;::1 ====;::=::::::' RELOCATE' PULL BOX L \_ ( BY CONTRACTOR) I 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 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 Safety and Health Regulation" of the U.S. Department of Labor, and with the State of California Department of Industrial Relations' "Construction Safety Orders." -_I NEW I" CONOUIT I· 3' I (BY CONTRACTOR) STREET LIGHT RELOCATION OETAIL SCALE,· I"• Z' / I I I I The civil engineer shall not be responsible in any way for the contractors' and subcontractors' compliance with the "Occupational Safety and Health Regulations" of the U.S. Department of Labor or with the State of California Department of Industrial Relations' "Construction Safety Orders." > APPROVED(AS TO PORTIONS IN CITY I " • BRYAN SANTA MOULTON r, ~" vi--) I' UPP<R NfW1'0AT ,' ... .. J - CONSTRUCTION NOTES AND QUANTITY ESTIMATES (CONTINUED) SHEET INDEX 21. REMOVE & RELOCATE EXIST. FIRE HYDRANT BEHIND NEW CURB PER IRWD STD. W-3 .-------------------------LS SHEET NO. DESCRIPTION 22. REtOCATE EXIST. STREET LIGHT & APPURTENANCES BEHIND NEW CURS 1 ---------------TITLE SHEET PER STD. 215 PER DETAIi_ ON SHEET 1.----------------LS 23. RELOCATE EXISTING PULLcBOX BEHIND NEW CURB PER DETAIL ON SHEET 1. LS 2 ---------------JAMBOREE BOULEVARD FROM STA. t,5+85.00 TO STA. 55+50.00 24. MODIFY EXIST. IRRIGATION SYSTEM WITHIN LIMITS OF CONSTRUCTION AS REQUIRED FOR A COMPLETE INSTALLATION.---------------LS 3 ---------------CAMPUS DRIVE FROM STA. 50+87.58 TO STA. 53+41.58 25. RESEED OWRETURF EXIST. LANDSCAPED AREAS AS NECESSARY WITHIN LIMITS OE CONSTRUCTION.--------------------LS JAMBOREE BOULEVARD FROM STA. 55+50.00 TO STA. 56+20.31 26. REMOVE EXISTING SHRU,BS. LS 4 -------~------TRAFFIC SIGNAL MODIFICATION PLAN 27. PROTEC.TIN PLACE. (J\IOTA PAY ITEM) 28 .. ABANDON. (NOTA PAY ITEM) 5 --------------TRAFFIC SIGNAL SPECIAL DETAIL SHEET 29. CONST. 6" AC JOIN STRIP.--~~----------------11:i SF 6 --------------TRAFFIC SIGNING & STRIPING PLAN 30. SAWCUT & REMOVE EXIST. CROSS GUTTER &,SPANDREL. 490 SF 7 --------------TRAFFIC CONTROL PLAN 31. CONSTRUCLCROSS GUTTER & SPANDRELPERSTD. 207. 490 SF DRILL AND DOWELL 4-#4 BARS AT 24" OC. 32. CONSTRUCT SIDEWALK RETURN PER STD. 202. (INCLUDED IN ITEM 13) 33. CONST. 6" A.C. OVER. EXIST. C, T. B. BLVD NORTHWOOD g RD El TORO MARINE COROS AIR 51AT10N RAILROAD r -.:__-;-i / i~ /, TOLl:Do I z WAY I [J JERONIMO\ sr ROAD , Mu, 4!1J \ RocKFIE\.-0 I JAMBOREE --"----=~=---==---:~;"i::E::=::::::::::::=:':':':::="'° -------'t( CITY OF /RV/NC I • --'L -1,L, SHEET ··=11 ll:: :1 Cl I (/) .I ~ ·1 ~ ~ I I.::, BLVD. - I: I (" l81[E~(C~ M~~~: II-O-C-:-S=B::..M=3::.J::..l.:4...;:7=.:0..::....::..I N-T=-H-=:,E=.:N::..O.:Rc::T_:H:.:E:...:A::=S'::T-:P-:-A-:::R-::T-:Oc:F:-T:::H-::E:--1 N---------;;,- 11/2 TE RS EC T 10 N OF JAMBOREE BOULEVARD & CAMPUS DRIVE; 38.5 FEET SOUTHEAST OF THE PROLONGATION OF THE SOUTHEAST CURB OF JAMBOREE TO THE NORTHEAST, 33 FEET NORTHEAST OF THE CENTERLINE OF CAMPUS, 3.l FEET SOUTHEAST OF THE EAST-SOUTHEAST BEGINNING OF THE CURB RETURN, 1 FOOT BAGI< OF THE FACE ·oF. THE CURB & 0.1 OF A FOOT LOWER THAN THE TOP OF CURB. ADJ .. ELEV 1976 = 47.973 5CALE' I"• /6,0' Contractor further agrees that he shall assume sole and complete re- sponsibility for job site conditions during the course of construction of this project, including safety of all persons and property; that this require- ment 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 connec- tion with the performance of work on this project, excepting for liability arising from the sole negllgence of the owner or the engineer. OF NEWPORT BEACH) l M,CCS 1-/,--.1.......1..L--L---....l..--....;:.-------------------.,;;;;;;;;;;;... ___ -I \ ' , THE CENTERLINE OF JAMBOREE BOULEYARO BEING N 40°38'/4-"E AS SHOWN ON TRACT NO. 590Z M. M E?l9/c8 -e9 (ZU;puN CITY ENGINEER ,-9 R. E. NO. /o,7 t DATE 17B'M(8EttZ .Z:Z, 128( 7 PLANS PREPARED BY: f--~--t----t-----------------------------------f-----1-------l 6 i---s-t-------i---------------------+---+----i [iIDJ WILLIAMSON¾,,SCHMID 4 [§j 17782 SKY PARK BLVD. 3 IRVINE, GA 92714 2 10-11·8'2 • />--'<> BUILT" ~ /-7-,J?~ (714) 549-2222 t--',=-------jf--:5::.--q.c...°"ec:2:f-A--'-l?-':::---,P::-E::.O::..c.:=.5:'::-H-:-:=T.=-----cN,----,0-:-.-=7--T,-'R-A-F:-F-I C __ C_O_N_T_R_O_L_A_'L_A_N-------------1-'t;-~?'.'.b .---G!.._ \ 1 \ \ \ / t\e,e,, ,s;:,,,. tv,,\cl, ,o l -2"2\ VIP \\-\7 -f,1 NO. DATE REVISIONS APP. DATE DESIGN ENGINEER R.C.E. NO. DATE DRAWN BY: e.. C. DESIGNED BY: J. A. M. CHECKED BY: J.A.M RECOMMENDED BY: DATE II-81 DATE ll-,51 DATE /1-81 DATE APPROVED BY CITY ENGINEER APPROVED BY ORANGE COUNTY FIRE MARSHAL DATE APPROVED BY IRVINE RANCH WATER DISTRICT SANITARY SEWER FACILITIES APPROVED BY IRVINE RANCH WATER DISTRICT WATER FACILITIES DATE DATE TITLE SHEET ~DuW @[? DlnVD~~ COMMUNITY DEVELOPMENT DEPARTMENT JN 81151 PROJECT NO. 8I-MC-0103 SHEET OF I 7 PLAf\J /9_9 / ' '. ,.. '\ ( ', __ ,, --/ ' " ' ( '-,..-C..,' Gt.VO. II 12/W ' 7' ' t=t=::::'. I •--' ·- i-----:---:--: -----:- i -----·-- -_---, . . ----- l ---, ' :i i I I : • ! . -·-I •----+-- ;__, ' -i-- • ' t ·: - ' I -, • --.-;---, ,---' --I lT ----+---J--- 1 ! I ! _.J =-± --' ~-------1 --------i --- : • ' ' \ '·-· - -, __ _ -- 7YPICAL. ~EC,7/0,V . ---- •---45 ! "f"oe. o~'f.;.~1',1£:0IAA/ CC/IZ/3 f_G,tt~-r.} --- ✓AMtJO~EE EL.VO. r"/.<OM !77.4. 5""0 +q;_ '55' 76 1,7,4. '3?> -t-/4". 76 NO SCAL£ '' J,4M80RE"t: BLJ/17. ,;,o' /3' 4 7-YPICAL. r"/4'0,4:f <e,7,4. 47+/G.t'P/ _?27 $7,4. 4'?-f4'l. 8/ --NO &CALE CONSTRUCTION NOTES £ 1. SAWCUT EXIS Tl NG PAVEMENT. 2. SAWCUT EXISTING CURB & GUTTER. 3. SAWCUT & REMOVE EXISTING PCC SIDEWALK. 4. REMOVE EXISTING CURB & GUTTER. 5. REMOVE EXISTING AC. 6. CONSTRUCT PCC CURB & GUTTER TYPE A-2 PER STD. 200. 7. CONSTRUCT PCC CURB & GUTTER TYPE "A" PER STD. 200. 8. CONSTRUCT 5" AC OVER 22" AB. 9' --•-·------ 47 OF 9, SLfR~ I I -f II R/W"" ~ ' CONST. 4" A.C, OVER 11" A:B. OVER 6" CEM. __ -_ j 48 49 ' __ ,--- -:-- ---i . . . -- •---'. - I ----... i .. :_ so 51 lit &J4- ),~ I 11 i1111 ~ /f I I f,l:," ---_,._ --· " ---·----- ~~ ~'\\-~"'- ll\ ~ i-;s ~i ~ ~ i ! ' , . r ' 11 l ·---• --.:\_ - - 1---=--,-'.:--,~--~~~~;;~f:-~"~;-}kj-:-i-:...~...:----~=~=~-=;=~J}r-:-~=~;f'=~=~-:-~=~~~~=l=-~==~J:~ ~i;e~~;_-~-~•--D~, ~w~iG~A;s~~;:;~~~~~:j~~-';,~_ ~~~~GA~5~~~~~,---~·--:§·-~ ':~: ~~~~j;_§··j' -~~j_ / o/) =2w::t ') ,-----------L--- I I :.:_:~==--::;;:=--==-GG,A;;;;5;-:=-:--:.==-==-===t=-t=,=t:=--==t==--=-1==-==-=:::::J=-=+~' I-===1 -===f='=:'::.~=----<>-_12"A-C.P.~. =:..:::==~=:__:=~w--===J·==c-=t=:.==l=r.=..~w~=-==~'f:='l=:=-~-'t==j--~ ½=-=""";.;:;;;;.....=,...--..+IL-,..:.4..;4_-t-+ _______ ......;4.,:;5 ____ ~ t:-4i:, l"'-::_< =~/47 ° l--1 ~~s N40"~8'~G"~. 4"1 1-:.,,/ -i''(z) I so I/ 1~ 7 51 ,,: -: 1 +=-=•-==-~=--•==--=·='f-::t=,~"-....;.,== -=---; i 1~ ~ --Ct:171/ (J'Oi/lJO,t!,ey , i ~ j~ ! '11'~,: i:-~'-1- ~ "' "' "' ~ // 8 (£. ~ ~ \:? , l:i j 5££ 0£TAIL \_0, ~ . "'~ ~ ~ 15 --=:__...m.,t_ ---14-' ___ ·_ -~"--'_..,I _ _,__-,!~_ ,i J \ ,, 114 ., ✓-~ .', R/W l TCL. l " \ CONSTRUCTION NOTES-CONTINUED lD. 11. 12. 13. 14. 15. 16. 17. 18; 19: 20. 22. 23, 24. CONST. 4'A.C. OVER 12" CEM. SLURRY FEATHER OVER EXISTING AC AND JOIN TO SATISFACTION OF CITY ENGINEER. CONSTRUCT COMMERCIAL DRIVEWAY PER STD. 204. CONSTRUCT PCC SIDEWALi( PER STD. 201. CONSTRUCT SIDEWALK ACCESS RAMP PER STD. 203. CONSTRUCT MEDIAN NOSE PAVING PER STD. 109. REGRADE PER SECTIONS SHOWN ON SHEETS 2 & 3. REMOVE OR RELOCATE PER SIGNING AND STRIPING PLAN. REMOVE OR RELOCATE PER SIGNAL PLAN. TO BE RELOCATED BY EDISON COMPANY. TO BE ADJUSTED TO GRADE BY TELEPHONE COMPANY. RELOCATE EXISTING STREET 1:IGHT & APPURTENANCES BEHIND NEW CURB PER STD. 215 PER DETAIL ON SHEET 1. OF ,rA r;." ~._ { ;¾ ~ ~ ;;; " 1 I I J. \s, '-l s ~ \ ~ ;:;, 'II-,, ,,: ~ .::, "~ '<). 50~87., 8BCR/ l!:111 I ~ ~ "' " "' '<I lt ~ ~, Ii; '1 (C,4MPt/1 ST,4.) I ~ '-I i;:: ~ Iii N 's ill "' ;,,; \'! "' >l ::>: "' "I-~ "' ,-i \/i -~ ~ :t "' ~ ~ -·--1I 11 [I ~ o. ~ ~ ~ ~~-: "' tij \ tt t,i ~ _-·.•· I "' ~ lij ~ tr ,zo ~ CAMPC/~ P/211/G ~ ~ 11 zo IZ ~EE ~I-IEET ;1,/(). 3 [ t JAMBOREE Bl.VO, ,> iii ~ ff, /!, I 11 A.s 25. 27. 2 8. 32. 29. RELOCATE EXISTING PULL-BOX BEHIND NEW CURB PER DETAIL ON SHEET 1. MODIFY EXISTING IRRIGATION SYSTEM WITHIN LIMITS OF CONSTRUCTION AS REQUIRED FOR A COMPLETE INSTALLATION. RESEED OR RETURF EXISTING LANDSCAPED AREAS AS NECESSARY WITHIN LIMITS OF CONSTRUCTION. JAMBOREE BOUl!EVARD PROTECT IN PLACE ABANDON. CONSTRUCT SIDEWALK RETURN PER STD. -7 ~40'38"/4"1= 53 (j) @ 0 PLANS PREPARED BY: ~ '/0' ' h.. (0 2 ~ ~ ~ 4 ~ ~> 1 , _ l .,.,_ r( ~ G-a'e-:.:::,J~:f'::J~ ==,==,;,==,. ai=-=r.:=r~r Iii ' ';f >-< Z4 Z5 CC/fl.VE l5o • oo' t?tJ" 0.474 L.G'A/4,TH I. (Jt)I /. (J(J' lf4.16' JAMBOREE ' ..__ II) =-=- -· I . ,\\i APPROVED(AS TO PORTIONS IN ·CITY OF NEWPORT BEACH) GJMuJJt CITY ENGINEER I R. E, NO. (&, 79 DATE 1)-g,""c=M~&"=f~R-=~-=-h-, -,,19ca8.---,- J N 8/151 BOULEVARD PROJECT NO. CONSTRUCT 6" AC JOIN STRIP 33. CONST 6" A.C. OVER EXIST. C.T. 8. 14 6 5 [wl WILLIAMSON"'b-SCHM!D 1-~4L-1----1------------------------1-------,---;;;DAmTE,1 ~ 111s2 sKY PARK BLVD. STA. 45+85.00 TO STA. 55+50.00 81-MC-0103 5/l)EWALK RAMP DETAIL 5CALE /" • 10' 3 DRAWN BY• R w I EC //·8/ IRVINE, CA 92714 2 10·11·8Z. "/>-.S B\JJLT' DATE (714) 549-2222 1 s-4·8Z Al?tJcl? 5HT N0.-7 TRAFFIC coNTROt.. PLAN DESIGNED BY• ✓.A.M•5.r. 11-01 DATE NO. DATE REVISIONS CHECKED BY• J ,4 M. l/·81 DESlGNENGINEER '2'2\0(f' RC.E.NO. t---~--P_L_A_N_B'l_P_R_O_F_IL_E ____ ----1SHEET_2_ (s□u1? @[? OF 7 DATE COMMUNITY DEVELOPMENT DEPARTMENT \99 ------- 1 ~~ -~-~~~~----- --.. ==-------:•-.-.. -.. - - • : __ '=-j= I . ... --. •· -I _, . . ' . , I I -I I I ' j l , -- j -- •--. '. : -• . I I ' ' - -_-_ - ' __ : I t- I I ·=--- I -. --· i • I-- - • - -:. -_ --! ; • --' -J._· •··. -; -- ---L ! --:. __ :_: --. - --.. --- ---PROEt'l'& -----: --:-: -• =i -·--.. HOR/Z .. 7": 40,-Vcli'~ __ Z"= _,,----•--... -! -.. 49 ~--====-' 11 ,\ 1,1 • i II . --- so n ,.. 111 ~ I ~ ILi __ ~- 1111 1111 II 11 II II ✓AM/30/ZEG" 5/ 52 CONSTRUCTION NOTES CONSTRUCTION NOTES -CONTINUED 1. SAWCUT EXISTING PAVEMENT. 2: SAWCUT EXISTING CURB & GUTTER. 3. SAWCUT & REMOVE EXISTING PCC SIDEWALi<. 4-; REMOVE EXISTING CURB & GUTTER. 24. 25. 5. REMOVE EXISTING AC. 26. 6. CONSTRUCT PCC CURB & GUTTER TYPE "A-2" PER STD. 200. 27. 9. _CONST. 4" A:COVER 11" ·A:s. OVER 6'" CEM. SLURRY 28. 11. FEATHER OVER EXISTING AC & JOIN TO SATISFACTION OF CITY ENGINEER. 29. 13; -CONSTRUCT PCC SIDEWALi< PER.STD. 201. 30: 16. REGRADE PER SECTIONS SHOWN ON s·HEETS 2 & 3. 31. lJ. REMOVE OR RELOCATE PER SIGNING & STRIPING PLAN. 18. REMOVE OR RELOCATE PER SIGNAL PLAN. 10. MODIFY EXISTING IRRIGATION SYSTEM WITHIN LIMITS OF CON- STRUCTION AS REQUIRED FOR A COMPLETE INSTALLATION. RESEED .OR RETURF EXISTING LANDSCAPED AREAS AS NECESSARY WITHIN LIMiTS OF CONSTRUCTION. REMOVE EXISTING SHRUBS. PROTECT IN PLACE. ABANDON. CONSTRUCT 6" AC JOIN STRIP. SAWCUT & REMOVE EXIST. CROSS GUTTER & SPANDREL. CONSTRUCT CROSS GUTTER & SPANDREL PER STD. 207. DRILL AND DOWELL 4-#4 BARS AT 24" OC. CONST. 41' A:c. OVER 12" CEM: SLURRY . -== ~===-=, ' ' I _; __ _ ' . .. __ + _, I -: : ' ; - i . . -: •·----+---; - -•-- ' ' I l ----4 I ·• --I Ii= -· 1_ ,~ t l II ' ' -- I i 54 55 SCALE /11 ==40" CURVE OATA A R L T A 'Q /4' l5'00" 130.00' 32.33' /~.25' -~ 14"15'00" 130.00" 3Z.33' /G. ZS' c j---~9~o.=c· o~o':'.·q_oq_o::_" ~e~s~. q_oo":'.l' _:3!!_9~-i2'._27'..'._' _1_?_2~5-~o~o:,_:_J' 7 6 5 -- - - ' -, =----•-- r . . : t __ , -----i -I •• --I - ---i - l ·:_ -• -·_:J -, I I 1 - • i ... ~-------------R.-1/,IW i .JAMBORce' 81..J/0. j CPO' 1• 58' 7' 51!,' TYPICAL SECTION BLVO. FROM STA. 54+75.28 TO 5T,4. 5:5+74.8/ NO SCALe ' ' I MIS"7l,Vf lt/W ' I 7YPICAL CA#PU-5 40' ~7,4. 70 + G7. ,6 70 ~Pl-5i?+ 77. 58 NO SCALc -·---; . . - - -· . • :_· -- ' I ' . . ' - ' I& 24J25) PLANS PREPARED BY: ; __ , - _ ___j - -.... 55 [w] WlWAMSON~SCHMID . . j • ---;.: -- ' -. ' -: ! -- l --i_ -------- 1 i -,- I i i :--===t== ,_-_j- --:1, -.J J( ") . t<) -• ~-'} .. ---. ' SCALE "N 4s -+--: ·- I i -, - ·-. : '_: __ • -1------l- 57 /0 "'40' Bl O IIJ IL Erl /JJ.fl fl) 8u1t.r STA. CAMPUS DRIVE 50+87.58 TO STA. 53 4 41.58 ==-j _, -d -' - --__ i --- ' ' I -. - - - - ••• ---·-. - J. N. {l//5/ PROJECT NO. 81-MC-0103 21: REMOVE & RELOCATE EXISTING FIRE HYDRANT BEHIND NEW CURB PER IRWD STD. W-3. APPROVED (AS TO PORTIONS IN OF NEWPORT BEACH) c1TY l-~4_j_ __ -4-___________________ :.,_-, ____ -r------T □,□Amr•7 ~ 17782 SKY PARK BLVD. JAMBOREE BOULEVARD 1---__ s_T_A_._5_5_+_5_o_.o_o __ T_o_s_T_A_._5_6~+_2_0_._3_1 _-----;sHEET~3_ 22. RELOCATE EXISTING STREET LIGHT & APPURTENANCES BEHIND NEW CURB PER STD. 215 PER DETAIL ON SHEET .1. 23. RELOCATE EXISTING PULL-BOX BEHIND NEW CURB PER DETAIL ON SHEET 1. CiJoJ? u)_QQQ__ CITY ENGINEER R. E. NO • .Jl"""'-''C'-9,,,_I ~-~~­DATE \;:!;cGt'(IBii'.'2-2.Z, (9P,( 3 DRAWN BY: R.W (£.C. //-8/ 2 \0-\\-f,2. "hS BUIL1" " □ATE 1 5-4:8Z A00£0 SHT NO. 7 TRAFFIC CONTROL PLAN DESIGNEDBY1J.A.M(S'.r II-Bl NO. DATE REVISIONS CHECKED BY: J.A.M DATE /1-8/ J IRVINE, CA 92714 (714) 549-2222 DESIGN ENGINEER RC.E. NO. DATE Cs□uV @Ls' OF __ 7~_ COMMUNITY DEVELOPMENT DEPARTMENT 199 / COA/01/CTOI? SC/../£01/LE □ ,tltuq CIRCUIT 16 & & ffi ~ £ /j/ 3 3 3 3 • ~ /le - - 3 3 -3 173 -• • • 3 (R) ~ (i:t.)3 /J4 -- - -3 (R) 3 (») /32 3 3 3 3 3 (R) ~ 83 - - 3 3 -3 D£TA/l "A" 17\ ~ 3 % (2}3 3 (R) ~ ,-, I G' l I 3 ' / -~ - 7 µ1!Qo'~ ________ __.::j:;:::=--~===Pet;' ~---- /-82 ··r--------,-1--------i L_ -----1------i---r-___ _ I i! I I -r------·r - l ,_ " (\J P#ASE • FUAICT/0/V-SE(;)UcAICE DIAGZ?AM VEIIICLILAR ( PEDESTRIAN' MOVEMENTS PER Ft.lNCT/OA/ Ft.lNCTION P/✓,4SE DESIGVAT/0A/ _) //3 r Al -----i ! \ -----l /l4 ./.72 .B2 )l 7.33 /l2P --2 2 -2 2 11;4 t! J < f"---._ i'--Ex1sf I ''c.( l·DLC FUNCTION TYPE s s OP DP SP SP /l4P ·2 2 2 82P 2 2 2 ,(Jf? PPB --I /l4PPB I I I B2PP8 I I I PP,8 Convnon I I I ///um. Sf A/ama: S/¢17 I I I 5para,s 3 3 3 TOT/IL 17 /7 26 L.vm1nc,1ra 2 2 2 1'10 51qna/f' Siqn Com= I I I TOT.,(JL 3 3 3 Ill - - - /Jc: -- - lCXJP 173 -2 2 /14 --I DET 82 --- ,83 - - - C/lBL.£ 2#12 44';8 t, TOT/./L 2 3 Conduit-5/ze (€xist-in9) c_:' 2" 3" □ NOTE 7 t, /\law Daf>2.cf-or L.<2.ad-ln Cahla Sha// ,Be 4#18 (") Rap/a.ca E.xisf-in9 Q:nducrors tu/rh N<ZLU o ~ Exist-Ing Coaducl'ors * As Shown On Plan 2 2 '"' 2 - I - I / (R) I - I / (R) I I (R) 3 ._3 (R) 26 17 2 2(2) I I {R) 3 3 -• -• 2 - I - 2 - -3 (~) 5 3 3" * ¼ 2 2 ~I I l,<.;1 1_,,.,;; I 34 44 2 /_,,r,;; I 4 I {R) Ir•> 2 I 2 3 '"' /0 2-3" ¼ 2 2 ~I I 1-✓.;, ~/ ¾3 44 2 ¼1 4 I (R) I r•i 2 1· 3 3 {le') II 2-3" c, 7 I I o ' I ' EXISTING I "' FOLE~ Sl~NAL ~ u.JM. f\,1ASTARMS VEI-I. ~ -Pf!D HEADS, MOWJTUJ(7i5 1 /LLUM SJ~N1 LUMl/1.JAIRE ( PPB ON p0LE@ I I % 10· ' I I I ' I I ~ I I I ~ ' I I ----+--iii\ . ·o -I I I If) " u, ' I -- "T' ' I 0 ·o I I : I I I I I , --LlJ (U °' A/OTES TN/S S/.-/€€T: /. 2. 3. 4. 5 6. 7. 8. 9. TRAFFIC SIGNAL /l,</D fl/Gf.ltf//lY LIGNTIJJG COll8TRt/CTIOIJ 5/1,</LL CO,UFORM TO ST./ITE OF C,</t.FORNl./1 ST./IA./D,</RD SPEC/F/C,</TIO/vS SECT/0/v 86 ./IND Sl/?,</,0/lRD PLA,{/5 (D,</TED J,4,</t//lRY 1981) ./1,UD TNE SPECIAL. PROvlSIO,<iS. CO;(IDVCTOR ( T-OLE SCNEDULES ARE FURNISI-IE,D /IS /A/ST/l.cL..4T/O,U GU/DE<'.'.'./A/ES 0,</L..Y. /T S/✓4LL BE TN'E COMTR./ICTORS RESPOllSIBILITY TO P,B'.JVIDE TN'E CORRECT EQU/PME;VT REQUIRE,D FOR TNE INTE,UDE,D OPER./IT/OA./. 1/JDt/CT/VE L..COPS S/.//lLL BE 6',.6' @IT# 10' SP/ICIA/G /,</ Tl-IE DIRECTIO!V OF TRAVEL u';{ILESS Sh'O!L/A./ OTNER!L/ISE. EX/lCT LCX:./ITIO!V BY' E/vG/;VEER IN Tl-IE FIELD. /lLL /vEIL/ CO/vDL.IIT SN4L.L. l.3E 2" U,ULESS SNO@;V OT//ERtU/SE. /ILL NEIL/ Pt/LL BOXES S/.//lL..L 8£ # 5 t/,</LESS SNOW/v OT//ERtL.//SE. CO/vT,Z?A'CTOR S/./A'LL. EXERCISE EXTREME C/lRE TO //VOID D/lMA'GING EXISTl,UG UTILITIES. REUS€ EXISTIAIG CONDUCTORS TIIROUG/-IOL.IT UNc'.'.ESS' NOTED OT#ER.0f'SE . ~/STING 6 P/IASE MUL'.7750A/ICS 911 SYSTEM CQ1/TROL<'.'..EP tL/IT# /NTEG.€4L CaJRDINATION ~ TELEMETRY., DETECTO,t;? SENSOR UNITS 'AND AL/XILl,4RY EQUIPMENT~ IA/ TYPc "p" C4.BINcT. /A/ST,<JL..L ADDITIONAL' ¢83 DET£CTOR SEA/SOR t/NIT ~ /./4RNESS ~ 4ND MODIFY ~XIS TING CA.BINET al/RING 45 REQUIRED TO P,QOVIDE NEtL/ DETECTO.t:? SE.NSOI:? UNIT CN'4NNEL ASSIGNME.NTS AS Sf/OWN. FOR SIGNING <f/ STRIPING CHANGES SE.£ SJIEET 6 OF b . ALL STRIPING CN4NGES TO 13£ C.OMPL.cTED PR/Ok' TO LOC4TING LOOPS. PREPARED UNDEll THE SUPERVISION OF 1,hAl\J.1)Jl, VM4'o=DATE 1'2.·16 ·gl HILDERT WILLIAM DICKSON R.C.E. No. 19417 TRAFFIC ENGINEERING ~ t-terman CONSULTANTS 5 4 3 2 1{ 12' 11'' I 10' 10' 4' 12' I 15' ).., t + K K ~ I Q: I~ I ... " ., - I f() '91 f !I') 0 fc 14' I 101 ' 10 ,rg I II I ~ 8' 32' 40' ~ 8@~ .. ,. , '' ' I ~ -,~ ;,, COO:t:?D/NATED FUI./CTIOA/ * D(].Tarm/"7(2.d Clt' Masnzr Compu7'1zr dur/n9 Coordna.7'1zd Oparal'1bn /.l/f/13 * * lllf.42 /lct//4 * * ~ 82 l.33 SEQUE.tVC£ t.1.//TN' CA'LLS 0/V ALL Pl✓ASES --------------------- l'C, /·DLC o/w -----~ W-------1 . 245' -to I S''l':,50' ' c.-A 1 ;, S'll:50' I I /-,4 I o J .J ~~ "<fl \ § (U - <IC PB. -- -- ---i (U -- ,;;,,£ - RS FOLL, SIG. t; LUM, MASTARMS "RR VEH. ~ PED HEADS, M0U/.JT1~'45, ILLUM. Sl~I-J 'R.4,q SIG~~ -LUM!/.JAl'RE1 ef 'P'PB ON POL£ (D ' I ' ' I ' I IRCL u, CJ\ ! \: ~ I -t I -~ ) C, in "' i- * IA/DUCT/I/£ t.OOP DETECTO/:? SCIIEDtlt.€ SE/415072 t//41/T Cl✓AA//4/EL DETECTG? I 0 /-172 #/ 2 1-/lc t. I 0 /-1/4 #2 2 t, /-/14 I 1-/ll 2 c-,<11 { N) #3 3 c-83 (Rl 4 3·83 {R) I ◊ 2-43 2 2-82 #4 3 3·B2 4 /-,<13 (R) #5 I 0 /·82 . {,(/) 2 t. /-82 I (! /·/33 #6 2 t, /-133 {N) I □ 4-83 #7 2 t=uruRE (N) * All Equipmanr Exisfin9 E.xc<2.pt CLl/2<2.re Nored: {N)N<2.,,,; {R) R<2assi9nad o S<;sl'am Samphn9 -,(/o Oufpu-1-fo Pnas<2. 1,lnta9ra/ Call Jlo/d Cc,paoill"I',' (D-7¾ sczc) □ /nl'129ral Call Dela<; Capabi/il'f/ (0-3/ se.c) ◊ Turn<2.d Orr .For Pr,zsa,nl' OparaT/OI? l"C 2-DLC ' v-I '1:: I· DL C ........ , I B' DRAWN BY: POLE 04T.4 5/G/4/4{. 1/.P SOD. 1011-? 5IGA/4L. Mt:VAl77A/G P£D R/51✓ 8V77V/./ lltP::,,:£ a:;t:;477O/4/ ILl.t/M//4/,477£D 5'/G,</ Alo. TYPE L.ENG71✓ M 4. M..4 /Ll.4TTS VEI✓. M./1. P.ED. Pl/ASE IZ'I:£ Q{/4,Q E 1.3 C A/ M£554G£ (d61 ~) 1)--:,,=(Dri,---+--+-----+--J---+---+:-:,=+---+-----+ 26·4·7<;/,, 30' 50(,I) l5'(u) 25Q(R) SV·E'·ir,,1 Mfi5(.V t,1,45 (") SP·l·7i,.1 174 5/E (R) \l.':,' ,;,,:,·' Ca/'Tlpus {R) XIY '30' 50' 15' 250 SV-E'-T M/15 SP-2-T ~2 5/E Jarnboraa cG-4·79, =IY 45' (Ai) !5'r,,) 250(,e) SV-2-T,,1 M"'S(.V) SP-2-f,; ~ s Campus M.45 (Q) (R) xzy 30' 25' 15' 250 SV·l·T MAS -.42 S/4-Jernbora<2. 1/l /0' ---TV-/ -SP-1-T - OALL EQUIPMENT EXJSTl"1G UNLESS SHOVVN : (/,./) NEW *SEE'DE"T"AIL""4, SHEET 5 OF 6 □ SPECIAL "POLE ( FOUNDATtOJ,J ('R) REU)CAT£D Ut1l1ties shown on the. plan are based on available records. Contractor shall take extreme care in avoiding damage to existing utilities. Contractor shall contact Utility Agencies to determine exact location prior to excavation. DATE l,JOTE 6 PLANS PREPARED BY: TRAFFIC ENGINEERING Iii'\ 1-terman CONSULTANTS APP'ROVEO : CITY OF NE.WPO"RT "BEACH ~'4.£ ft/ ~~J;.._ 220-1.s TRAFFIC. ENGINE'..E.'R 'RCE. I.Jo T~Aff I~ ~lbNAl M~Dff l[ATl~N ~lAN LtM~~J DRlVt e JAM~ijRff B~UlfVARD /Z-/8-BI OATE. PROJECT NO. Sl·MC-0103 9/e; \5' klmmel and Associates, Inc. o•i c .... ,us e•1v1,1mu t-• NIWK,H HACN. U.tl'.••ue Cn4J 11t·H1< • t-------------------------;SHEET 4 \.19 kimmel and Associates, Inc. 3300 IRVINE AVENUE. SUITE 180, NEWPORT BEACH. CA 92660 1 5-4-Bf! AOOEO SHT. NO. 7 TRAFFIC CONTROL PLAN DESIGNED BY: DATE 9/Bi ~DuV @[? O[ru\fD[f!]~ 7 (714) 546-9814 fr 81-47 NO. DATE REVISIONS CHECKED BY: /ltllD CATE 9/8! COMMUNllY DEVELOPMENT DEPARTMENT OF 199 ) POLE r.;02117 OET.4/L # I Mola ,CDA 120 v-I//um. S19r,5--eft,-. .. +---+----<>--ob-----120 v-:Snr1.als IZO v-Jntarsa.cf1oa-------6;'cr--~----<> L,9hhn9 --co-~ Sa.rv,ccz SULJc&=-.1 Cahn?af 0 0 0 F,EOUTVIE.IJ/ --Tc,p/ca/ //?sra//a,r/oa De;ra// ol' Spczc,.,,I S,a9la. Foca L19/2/,ua:,9/lf ///v/7?1aal"ed 1·':5'rree.r !Va,ne S19✓7 -~ SERVICE !IJIRIJ.JG [)/4GJ?AM I✓. c. 41 ,4 Type 312 Te/12phont2 Co. 5ervic<2 8ox ( Nhea c·alled /'o,,-) S1z<2 c/2/o,r177117ad b!I Sarv1119 {//,ltl-y. Painf lo malch cab1nef exterior. 5hecr a?<Z?'al C/7CI05Ur'2 ----- - 0 0 0 0 Acl,,oslabla / "C TO Te/t2.phoa<2 Service Po/or 0 • 84Ckl/l Ell/ MOUNTEO ILLUMINATE!) STRccT NAME MOUNTING A55EM/3lY DETAIL SIGN ( Sl,<JG!..£ FACE) DETAIL #c ------------------------<> Duplax Oulhf ~~ ~G~ _ ___..,~----~-----------------------<> {a.b1naf L19hr /5amp ---------------------------<> i'»racmr Power ____ __., 4. C.-Con/-ro#cr ,--------------7 Conf' S-t. , 8L K. A1a1a S19na.l : Auto o---~----~......,_-lP/5 1--0------0~.----,-o--..r -co:;;:~~] ,~4UX~;:: ;;:: 50 A J3rcza,f!lr iJ@<_h __ 4C-(Pzor. on T8) /1/f!T. 0 S'1917a/ ···--·--- I I : .. -' " I I I I I I I I 'I I I I I' 'I '' I ' 'I 'I I I 'I ' DETAIL#" 3 ..---S<2rvica Disconnt2cT ShrzermeTa/ 'I I (Znc/osure 'I J?o/17-! fc =lc.7 '' 'I cab,nef e.xler/or I I ------'I ------' ---'I --- / "C klep/201?<2. ---I I A A A Sizrl/ice I' ' ' " ' '' ' ' ' " II~ ~J ~ ,i I ; , ; ' • ~ ; I I ~-:-~l~~=-~:~i/.-_~_<.,I :: .,,~-------Z"~-_-j ,r ! / II: :l-.:-: C .:-.:-.:-_-_-,' I ( Ti(pica.l 6e1d Mnr19 coadu//- -------=-2"C. TO /:bwer Compal?_y SerV1c<2 po/OT HOO/FIEO TY/.JE ff SER///CE Oc?AIL. Ct2al'arad'- _..--,4// =ndu,l.s placed ,b nz.ar or . conlrolkr cab1nzl load hayo //'1/1 ~ :1/ I/ Cao1ae/ TO<:I"~ f1i:n ( T'f"p<Z ·p· cab,aer rou,7da l,oo sha/1 ex-fend 18 "above 9,-adc2) To c:?//7'2.r .j/ ~// .!. 19hr Ea/ldST.5 as re9d. DETAIL .:tF 5 0 0 0 Tl/pica.I Insfa/h.fion D:zfcvl o-1' Spzc1dl Ooubl<t. Fcxccz l/9hfUJ<Z1917f J/lumi,'Jc:Jfad Srra.czl I.lama 519n. 0 0 0 o M£554Gc I O 0 0 0 • F!?OJ.ITV1EIJ/ • • • 0 . • . 0 MOUJ.JTED ILL.UMIJ./4 TED S712E£T ,(l,4M£ SIG,U MOUUTIJ.JG ,4SSEM/3L Y OET,<J/L Sacondary tv F/,,-or. t.amp t Ballast C DOU&E ~ACE ) OETA/t. ~16 Sacondary l'o r'lvor. Lan7_o A-l!zrar I Sarviccz. 8allasf /20 //. /3ra17c/? S,9aal • L/917T//?9 Suv1ce C1:rcu;r 8raa-fer c 4/a;;,, Sw,l'c/2 ,8ox C /rcvir ---+---...__ , ---7 I I I I I I #;4 ANG S1917 Circuir C=/=/k--Co0=\ !.19hf JFF 0 I I Hash, :.,.,--------m1.1cc P4;(1EL Jf/1/:J/lvG DI/.IGl?AM FO..c:> ILLIIIU'IAIATEI.J /Jl/.l5T .4,(),,W S'/6A/ ••••••• Gnd 8us /J.C. Co,nmo/7 ••••••• ,,Gu-s TYPE 90. CONTl20t.Lt:f2 L _________ _ ___________ -' Sfop T;me Out c__-------------i>Flash Pe/al/ . APPROYEO: CITY OF NEWPORT BcACH /VOTE: fJ£TAILS dPPLIC413LE tJAILY 14/J/EAI CALLEO FOt? OA/ PL4NS 1;:4;1.a,_ a m,,I ~L , / z-18 ~8, L._---+-----a_--------------<>Ha.s.'7 Po=er ...--~,-----------l>,4_ C. ~ i19hfs POtE tOCATION COO£ ( Exacf t'.ocaf1on b!,I Engineer 117 Fie.Id) TRAFFIC ENGINEER OAT£ RC£ 22045 MC 604 '---T~--' ,M/n. P~EPARED UNDER THE SUPERVISION OF 1L1t...,,,t-'W .u.... <;;i ~A TE f -'i-B 1 7 -+-- 6 -----------------~----1 HILBERT WILLIAM DICKSON R.C.E. No. 19417 5 ---· --··-------------------l 4 CA8/AIET TRAFFIC ENGINEERING 3 t r man CONSUL TAN TS 2. • "[l)-f[C82.-. "AS BUIL."1C" DATE immel and Associates, Inc 1 s-4-oz ADDEO sHr. No. 7 TRAFF1c coNrRoL PLAN DESIGNED ev, 11Lc, 9/ei . 424 2 CAMPUS DRIVE, S UITf: E•6 NEW PO RT REACH, CALIF. 92660 )-.....'..-+:=-.....:....::_:::+~=-==--..::::.:_:.:.:__..:..:_:~_.:..:_:_:.:.:._:_:_-=-_____::.::.:_::.:_:_.:..=..=.....:_::~:__-----+-==.::.::.:.:..:===-l=c=~ DRAWN BY: DATE '1/8! .{714) 546-9814 #8 ,_47 NO. DATE REVISIONS DATE CHECKED BY: !IWD 9/81 PLANS PREPARED BY: TRAFFIC ENGINEERING &'! 1-1erman CONSULTANTS \9 kimmel and Associates, Inc. .,., ,.,...,. 0<1~1.,u"I 1-1 ,., • ..,., 11•cH ,.,,. nuo 171') ·••-•"· SPECIAL DETAIL SHEET COMMUNITY DEVELO.PMENT DEPARTMENT PROJECT NO. BJ-MC-0103 Jqq ( ) f------------ - ., r CITY OF CITY OF JO//,.J E)(IST/NG. , \ I Ir+ r 1 -~p l9); R0,, r }' I ~ ~ p [ G )(2ro') ~ RL R2G (jJ [§I (j)@ALL NORTH 130UNO CONFLICT/1'JC, STR/PifJC, (540') 1 PAVEMENT .M'A'~KIAIG SCNEDUI..E & !T£M @ORK TYPE Ql//lA/TITY 0 4" Skip (,(/hire, 2 4" Solid Wh/Te 580 L.F B" Solid Wh1fe 750 L.F. 4 !Ea. 5 4" :3k1p t1/h1fe _ 2,"1 o , L.F. 16 4" Bohd t11nife I 7) J,500,t'.__F. 6 On/Cf ( 1'7rrow 9 llrrow 9Ea. /0 Douhla Yellow 480 ?F. II 700 L.F. 519na/ /4/haact 3 Ea. NOT£~ 7#/S SNE£T : I. .llLL S/GIJ8, STRIPIN'G, .ll/JD P.llVEMEIJT M.llRKIIJGS S/-1.llLL CO!UFORM TO L.,,<JTEGT C.4LTR,</NS 8/GI./ CN.llRT ,</A/D ST/7A/D4RDS PER C/IL.TR.4A/S TR.llFF/C MA'/Jb'EL f STA'N'DA'RD SPEC/F/CA'T/0/f./S. " r ' ll ,: ·.' ' ,, 'u1 ' " ' ' " ' ' " I:: ' " ' ,, ,, " ' " ' 11 I " " " " " " " II " I ' ' 14' I 10' 5 5 ' " ' " ,1 ' ' ' ,. ' ',, I , ' ' ~ : , ' ' ' " " " " " ,. ' 1'2': 15' e'~ ' I I ' ' JI ·1: 11' 13' 8'~ 'P 7 ' / V ~ I/ t '• a Ii ~ b ~ ' I __ 2. 3. STR/P//JG .4/JD LEG£tVD L.4YOUT SIV4L..L BE A'PPROVED BY T/✓E ENG/NEER PR/OR ,BE A'S DESIGA/.llT.ED //J TNE '$/GA/ QL/fi/JTITIES" SC,/,/EDULE. TO FIA/.llL P,4/.A/T/A/G. POSTS SIV/?L.L PREPARED UNDER THE SUPERVISION OF M..i;, 1JJL tl,.;,.,-.-DATE 12.•lb-~\ HILBERT WILLIAM DICKSON R.C.E. No. 19417 TRAFFIC ENGINEERING ~ 11erman CONSULTANTS ~ kimmel and Associates, Inc. 3300 IAVINE AVENUE, SUITE 180, NEWPORT BEACH, CA 92660 1714) 546-9814 -# 81·47 7 6 5 4 3 2 --\0-1\::62.._ "'AS loU\L..T1' 1 5-4-BZ AOOEO 5HT. NO. 7 TRAFFIC CONTROL PLAN NO. DATE REVISIONS t..EGEND IT] Ex1srinq To R<2main [I] Fuov1sh ( /nsrall ~ R<2/ocar<2 ~ Remov<2 f Salva9<2 [£] Pa1nr ~ Sane/blast. CRAWN BY: DESIGNED BY: HWD CHECKED BY: I/LC; DATE 9/SI DATE 9/61 DATE 9/81 Sc 12) 'P SIGNAL AI-IEAD LE~ENO lN -EACH LANE. @ 500' A20M "BC."R. EXISTING SOUTHBOU"1D STRIP I "1G, ( 780') I \480' TAPE:R@bO: I r-JOIN E><l5Tlt.JG \ = -= ' ---. JOIN E.XlSTlNG. -I R2b (~) 80ULEVARD PLANS PREPARED BY: SIGAIING SCNEDtll£ tuOf?K SIGIJ Q!//lA/TITY POBT [I] [] §] ~ [] [I] TCfp<2. A.I-I /?26 {s) Various 8105 T,;;pe F R4·7 RIO{Rt.) 2Ea. tlacirzr R4·7 3Ea. Lum. 2Ea. Exist: .SEa. CXIST. 2Ea. 4 "x 4" tlh:xi 25=1. (/=lzr 7:14-7 As 8v1t..r A'PP'l<OVEO : CITY OF 1-JEWPO"RT BEACH TRAFFIC. ENGINE.E"R RCE. No 2'2045 TR~ffl~ SlbNIN~ ( ~TR1~,N~ rlAN PRQjECTNO. 81-MC-0103 (AMP~~ ~RIVt @ J~M~~~tt B~~ltVtR~ 6 1--------------------------, SHEET __ _ ~ DuV @[? D ~\'70 t?'~ ~ OF -~7~_ COMMUNITY DEVELOPMENT DEPARTMENT ), ,/ ·-.-- ~---< I Cl8 ' ceo LEF, l+-':_/--,,--.\-p_,;,_o viol 0 OPt:NING FOR Lt:FT TURNS' PROV/OE OPENING (a) ,c , /NT€R5l:CTION 7 I-300' FROM ENO OF TAPE:R 1--500' BETWEEN C/8 f' Ceo 'SIGNS NOTE5' @--ALL SIGNING ANO OELINl=AtlON SHALL CONrORM ro tHE "WORK AREA TRAFFIC CONTROL HANDBOOK " AS AOOPTEO BY TH€ CITY OF IRVINE. ©--ALL LANE CLOSURES SHALL BE ACCOMPLISHED BY ,HE USE OF OELINEATORS ANO CONES 5HALL Nor BE USEO (})--ADOITIONAL T£MPORARY CONSTRUCTION SIGNING 5HALL BE /NS1ALL£[) AS CJIRECTEO BY CONSTRUCTION INSPECTOR 0--ALL STRIPING ON 5'0UTHBOUNO JAM80RE£ 5HALL BE COMPLE1£CJ PRIOR TO ANY STREET CONSTRUCTION @--ALL 'SIGNAL WORK SHALL BE COMPLET£0 PRIOR To START OF STREET CONSTRUCTION WITH TH£ E"XCcP1ION OF THE NEW LOOPS ON WE'ST- BOUN[) CA MPU5 ANO THE NEW LOOP ON THE NO. I LePT TURN LANE ON SOUTHBOUNO JA MBORE£ @--LANE" 9 A.M. CLOSURES AND 3 P.M_ 0-oNLY ONE STAGE ANY ONE" TIMI= SHALL BE LIMITED TO THE HOUR'S BcTWEEN OF LANE CL05UR£ WILL 8£ ALLOWEO AT /~--/:.JG93A Ce7 {TYP) ! ; SB(3"J;1c:o~F) , _ ____, .. _,/ 0 I -,,--~ ,-, ,0 f ~' ;frOO LF) / 0-. ,,___:/1 0 0 0 ----, i< £. i'R2,;'.,, Gi9:'l, .' ' 'e,,~3A • / / E t:.:'39 0 ,,o 0 0 ' 0 '° • •• ( "-1 -, t I vc•,,,:~) ii . - \ . , " 11 i " C f, ~ ·i __ 1-Pl ,ii\ '~ f L__)' _j ----' J .,. ··------r '0 • I I • 0 • • 0 • -- /. 0 0 0 0 0 0 0 ·--__{ o 0 0 • • fo :ii • -· 0 0 T CC: D 0 CZ7 ~7{TYP) a 0 0 a 0 C>-o 0 O 10' I"-"-' (TYP. IP '5'TART 1,00',1 f rn iv • 0 0 OF • • -0 0 TAPER) I -·+-------------/---' - 0 0 0 !STA':E I~ • ?5' I '1,YP.JI • • -0 HIGH LEVEL WARNING OEVIC£ CZ2 0 0 • -0- 0 0 0 --"- I f:?5, TYP. ,so,; TAPER JOJN 0 0 0 • • • 0 0 0 • i /i ,, •-,'• I I 0 -• 0 0 • • 0 0 1513(,2\ ' ·,J ,--0 SIGNAL AME.AD LE.6E.NO \N / EACH LANE @ 500' PROM "'BC.:R I / -' ----~---~"'.'"-~~ 5tAGE Z • • 0 0 C.?7 W57 (,VP) - 0-0 0 ·-0 0 0 {JOIN ii'.X:l5TLWG .¢ -:-- _ii • 0 0 o -I 500' 5 I • 0 __ _ > _ --~ C20L€rT r DRIVEWAY. r., \ \ SI 1-• TYPICAL M/OOLE LAN£ CL05VRI= 1///1 • 0 i, <;) II) ( II) ~ Q. • ~ ' .. • "' ' LEGEND '> <;) ~ ' CONSTRUCT/ON AREA ~ 0 C;?O RT ORANGE FLEXIBLE POS'T OE:LINE:ATOR 0 TYPE': JI 8ARRICAOE lf/lTH WARNIAIG LIGHTS' IN-STALL 5IGN OR TEMPORARY STRIPING l\J CARLSON CIB 7 PLANS PREPARED BY: 1-------':'---------l------l-----------------~~-{b s/ t4ls 5!A!ll WIWAMSON~SCHMID ,____4_-+---+----------------------------i-------+--D-AT_E__,[§J 17782 SKY PARK BLVD. 3 DRAWN av, E. c. 5-3-Be IRVINE, CA 92714 2 10-llc8'2. "P-,,S B-l\LT" DATE (714) 549-2222 1 s-4-82 AOCJ&O 5HT.N0.7 TRArFlc_ CONTROL PLAN o•s1GNEoav, J.A.M 5-;J-sz •• NO. DATE REVISIONS DATE CHECKED BY: DESIGN ENGINEER RC.E. NO. l!-.5747?-S PROJECT NO. TRAFFIC CONTROL PLAN 81-MC-010=, CAMP~J DRIVt e J~MB~REE B~~lEVARD SHEET 7 (s□uw @CS' Dln~Dtra~ OF 7 COMMUNITY DEVELOPMENT DEPARTMENT /