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Home My WebLink AboutR_5646_S• 0 A GE C UNTY NE AIRPORT IMPROVEMENT PROJECT GEORGE • A. RE BELLA, MANAGER. JOHN WAYNE AIRPORT . E WIDENING OF CAMPUS DRIVE Re'lk >\1t9d !or • '-t !'luUt • &!'14 ·pprevii,: . · MPV P.~. -----:'--_,...---c......;-,-- IN$1"t':C TO~ COMTAACJOR -.~--- ND IRVINE AVENUE FROM 11 :~8n;i:~ T / • r r ' ,,-sJ? ,, • COtJl!fTY I '. ,_._. "'· <<<:;Vt: "~ ---·--,....C..~ 00 FEET SOUTH OF BRISTOL STREET TO CHANGE STRUCTURAL SECTION ON SHEETS c-1 THROUGH C -9 AND C -21 .f, ~ L . 1 1 , f , .,_, t --... ..._...-i ~-.,...-~/ &:.-1;/ /J REVISION ffi DATE , • I -2 2 -90 BY l J.M.M. ... ___ ,. ____ , .... ,. ---·--------·---· _______ ., ____ •<-••--"-"'-··, . /\,.,,. ~;·t ,-, c~ :.1~-• C --'.2, ~{E M L·.::MEN S;,_1NS C-3 ., CbA N(y!'.:. ! (;<_'.-:'-t i•::~. i\:;·s-C --t;,:-·r 6 ,. ;,~,,.:-:?-, M(:V F SLE.f\if~'.:l; '::;CV. C.8 L.DC AT!:)_~Y'C-4 1 j f:;,f.,{' ;.:x<;: :::;::;. .·, L • ,;\[,.,,·,._ (),\°:"> '•/Ar; f--)f. '.'U~1t3, PE \/. r :-"\CE r>:>t 1'· MacARTHUR BOULEVARD ADD. DE TA IL;, "A" 8 "s" C-1: ADD. DET. 16 cc22; ADDED STAMPED CONC. MEDIAN C-3 S. C-5; ADD. PLASTIC SHEETING c -5; ADDED MEDIAN UNDERDRAIN C-4 , C-5 /IND C-6 ; ADDE D ./DELETED H~· \/ (·;. -; E,'.:;' • __ ., .. l)'~J ' ),j (_,\ ;-_'.i . C,i;,J,i~NS !ON S HCP \J;_\~ HT c u r:H __ -WJH-i [/'.l.ffTH 'SL:;_; __ -(-'";.:.;,~,->._.;..:,.-·, c·i_,r<.:-V,1,·; f:.'..:,R TH C:Pf.'1.GDST.~ r.--d , FtEI/ V,":..R C · • fl[· ;~u-.. -,.-, ,-::. :" ,;:,2 '~f-\' c:.,.r:'-T t-P " hi~-,_._>-,1'.S ,-fd:F: 1 v, :-1'~ ·d:3 .·,_,.? ,·y·1-'.'_ -,~-·l t ;·'/,:.ie,,"';1';~-~----·FE ;>_•.g DWYC-.!6 ! RL' -,ur-,:•;c r;:.,:·r,, -., __ ·-10:E :>? __ ,, RF.\_. rn:T . 13 ti 14 , Ac:-OCT '7 G-22 i I · /1,·\ ~-_,-.,:·-.· t,:c,·~c-.. ,,-~, -.,u f::_·,_,11; .. : -?~,, >!.-, P[\i :·,T"A_..(>23 : p ~ -.,, , ••• , ; " '1 ··![~ :-.--?:· K t: 1 L ''.'iL. 8 :·,· 'E.S c--26. , C-..:..::·'7':Y-:r:·, __ ':~_l ·~r,::.,:! {/ -~----<~-, .. ,···· li C..: ·-~ 5"?,;>:-~, :"•ji_;_·,./ '."::"!"R1 Plf'-,G 8'DE7TCTOR . b 1 \ • ;,, ... C /,• • l' o:·r.;+-='-h· C c5, -: r:: :. ,-• • ::;:J::.: Vt:P:",---'.:i._. f:fEP CB (_'-,?, I. 2 MILES RE VIS ED TR/1.FFIC ~IGNA L ISLAND, SH EET c -e VARIABLE HT. CJRB C-4, C-6, C-7, C-13 , C-15, ANO C-17; ADDED PARKWAY CULVERT. AN.D DRAIN BOX C -4 ', DELETED SIDEWALK C-5 AN D C-13 ; ADDED DR.IVEWAY C-6; REMOVE TREES C-7 ', A DDE D LEASE L INE AND ♦ Si GNE O C.O. I. ,c:.f -~~ •.. ;:<~yJ/e~,4~-' :~~ V :~~ ~ ~E ~~21 C ~~0o :c -~: V ~~~~D D 1 ~;:;~~~:T ,s; ~ Tl ON/ ,····~···-·--------~ ·· pH ASE 1 1-------=/\---r~--~--.--~--+--:,~o_T._E_s _c_-2~5-•,--ccA 33 ~-~D .~34 ··---· 'f. 6 _ ~ .... , l(/i?/-S R[ ... ,. ,. •.: j.•}c 'c· ,;/;/· REVISION {4~ DATE 4-10 -9!) BY· J.M.M. REVISION I . DATE ·4-7·8 9 8.Y: E. M. R. ·•··· .,..... -·-·· . ·-·--·-·•--,.'..;...------~.J....------------'----------"---------.,...-------------------"'-----------_;_---___._.J.... ___ -=""'-'---------+-'--"'--'-....... --..... --"'-..;;.;;~.....;.;1.,_ ________ ..,_ ______ --t C ( '--\.. ~-· ,_.-',,r-,..,,,'F V • •·-• ~_,_.,_,a-•~~----, '.,S --i'O AD ! :':LEV 19 70. 47.0 09 iN r HE NORTHWEST PART OF THE !NTERSEC TION OF Cf.i,c.',F US DRIVE AND DOVE STRE E'f , 63 FE ET NOR TH EAST OF fHE CE NTERLINE PROLONGATION OF THE STREET TO ·t HF qo•n·Hi=•.co·r -~:o •· .-EF·T N0°THW E"T 0 "' THE CENTER , >-•· , ... '"'' ,,__~,.,.-,,,w•,/,:;). __ \ f ",l !s """) i LINE. OF THE DR IVE, SET IN TH E TOP OF THE NOR THEAST :oR,!ER OF A 4 BY 4.5 FOOT CONC RETE CATCH BASIN LEVEL \WT •/ ~Hr: ·To" OF i 'UR 0 \i'Yl<i~ J C, .-r -,,_,, {.I . AGENCY . INDEX AGENCY NUMBER -----· -_-. -----.---. -._ -------0R.4,VGE COU!vTY ENVli?ON/1ENTAL 0CE/1A i1AM•iCE/1!:NT AtlENCY PAUL GILBERT 100 CIVIC CENTER OR/VE H BAEZA S'ANrA ANA. CA.. 92702 Fl:t)ERAL AVIA TION ADMINISTRATION F44 P. 0. BOX 92007 i/PC • TOM 1·wADELL LOE ANGELES. CA . 9C'009 [7!1] 834-2300 (7/4) 567-7800 {71 4] 557-5596 U 748 RESET 1967 ADJ. ELEV. 1970.46.589 ABOUT 25 FEET WESTERLY OF THE CENTER · LIN!;: OF AIRPORT WAY SOUTH, AB.OUT 200 FEET NORTHEAST OF THE MARTIN AVIATION FLIGHT CENTER, 162 FEET SOUTH OF THE AIRPORT BEACON TOWER, 15 FEET NORTH OF A FIRE HYDRANT, 8 FEET NORTH OF A UGHT POLE NUMBER I, SET IN TOP OF .THE SOUTHEAST CORNER OF A CONCRETE SLAB AROUND A DROP INLET. L CONSTRUCTION INSPECTION WILL BE PERFORMED BY THE OWNER: JW-17-86 ADJ. ELEV. 1970,53.797 FROM CENTERLINE OF RUNWAY IL·l9R, PROCEED ± 0.2 MILES SOUTHEASTERLY, TO SET CAP IN NORTHWESTERLY CORNER OF DROP INLET STRUCTURE; 74 FEET SOUTHEASTERLY OF SOUTHEASTERLY AIRPORT PERIMETER FENCE. 49.FEET FROM NORTHEASTERLY CORNER OF NEW AIRPORT MAINTENENCE BUILDING FLUSH WITH SURFACE OF DROP lf1)LET STRUCTURE. REPRESENTATIVES: JOHN WAYNE AIRPORT COUNTY OF ORANGE PROJECT /CONSTRUCTION MANAGER HPV 3151 AIRWAY AVENUE, SUITE F-100 0 I 2 5 KILOM~~E1,~ t=ti H'idi ITT-1 If' 0 ! 2 5 10 OF SUPERVISORS . HARRIETT M. WIEDER, CHAIRMAN THOMAS f. RILEY, VIC E CHAIRMAN ROGER Ft STANTON GADDIVASQUEZ DON R. R.dTH VICINITY MAP 1i • • "' KATELLA Ill ST .jQ Pd I EL Toi-o LOCATION • MAP SAN DIEGO FRWY. c:.-_ ._,----'--· IRVINE . ... ~,., .. ~ _//. //_CONTRACTOR'S ·,I.. / CONSTRUCTION YARD /7 AT AIRPORT WAY IJI' ENTRANCE ~-~ , . . ~ COSTA MESA ,? " . / ' ~-•. -,._ ._ ~ ~ ~v. • I • ,u.,_.---PROJECT LOCATION .ii· 0 1000 2000 5000 FEET """"at::;:;;==-===- COUNTY OF ORANGE c~. r ,••~--~-••• - E.M.A./ TRAFFIC ~NGINEERI.NG IJ/jl/$/QJY,~-.<. • •. ! ~ -.. . . --···-'" ..,_.,.,. ... S'0UTiiERN CALIFORNIA EDISON SCE 7J33 BO!. SA A VE. DA VE YORKE [7!4} 895-0220 • • PROJECT /CONSTRUCTION MANAGER ENGAGED BY THE COUNTY. TESTING LABORATORY SERVICES WILL BE FURNISHED BY AN INDEPENDENT CON- SULTANT ENGAGED BY THE PROJECT/CONSTRUCTION MANAGER TO TEST THE MATERIALS. THE CONTRACTOR SRALL CALL FOR TESTS WHEN HE BELIEVES HE IS READY. THE CONTRACTOR SHAL .L GIVE THE P / CM A MINIMUM OF 24 HOURS NOTICE OF REQUEST FOR TESTING. TESTS WHICH FAIL, IN THE OPI NI ON OF THE COUNTY, WILL 13E RE-TESTED AND THE cos.T OF RE-TESTING WILL BE DEDUCTED FROM THE MONIES D.UE THE CONTRACTbR. 3 151 AIRWAY AVENUE,K-101 COSTA MESA, CALIFORNIA 92626 (714) 755-664 1 COSTA MESA, CALIFORNIA 92626 · (714) 755-3636 hlf:-:r; l/'l/N8 !"ER, CA . 92683 50U:7,'ERN CAL iF0i?NiA GA S COMPANY SCG P. 0. BOX 333 4 /AUREL MARUME ANA HE 111, CA . 92803 PACiFiC BELL 7TLEPH0NE !452 f::u!NGER Tl(5' TiN, CA.. 92680 PAC BELL D LANSING ORANGE C0UNrY SANITATION DlSlR!CT . 0CSD 10841 ELLIS AVE. BOB ..JORDAN FOUi/TA I N VALL EY, CA. 92.708 MESA CON5'0LlDATED 1/ArER DISTRICT MC/ID !965 PLA CE.NT/A AVE. GENE W4TSON l'OS 1>4 MES'A, CA . 92627 !RV/NE RANCH !/A TE!i' DISTR /CT iRll0 !8802 BAt?DEEN MIKE KELLOG /RV/NE, CA . 9?7!5 METROP0LiTAl'i I/A TER DISTRICT Mi/D I!! I SUNSET BLVD CHUCK POLING LOS ANGELES.. CA• 90054 UNDER CR0UND S'ERVlCE Alc'.RT USA S TA TE OF CA LIFORNIA DEPT OF TRANSPORTATION 2501 PUL LMAN ST SANTA A NA , CA. CALTRANS BID OPENIN G PAULA DURHA M (7/4] 634-3!!7 (711] 965-6287 (7 l 1) 962-21 ! ! (7 I 41 63 f-! 29 ! [7 ! 1] 833-!223 (2/3) 250· 6426 (800] 422-4133 (714) 724-2115 ENCROACHMENT PERMIT NO .. _·._A_P..c,..3_.8_62 ___ _ EMA APPROVED PLANS DO NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSIBILITY TO OBTAIN PUBLIC PROPERTY PERMIT WHICH SHALL BE AVAILABLE ON THE JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN PUBLIC RIGHT OF WAY. BASIS OF BEARINGS THE BlcARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF RUNWAY IL-19R AS SHOWN ON THE RECORD OF S.URVEY 87-1008, BOOK 117, PAGES .5-9 INCLUSI VE, RECORDS OF ORANGE . COUNTY, CALIFORNIA BEING N 28° 48' 08"E ALL NEW CONSTR UCTION TO REFERENCE CONSTRUCTION CENTERLINE. I. 2. 3. 4. 5. 6, 7. 8. DEVIATIONS FROM OC EM A STANDARDS 10' MEDIAN LESS THAN 0.5% LONGITUDINAL SLOPE GREATER THAN 1.7% CROSS SLOPE MODI Fl ED MAJOR CLASSIFICATION 21 WIDE LOCAL DEPRESSION . . DESIGN SPEED IS 50 MPH PER OGEMA STD, WILL BE POSTED 45 MPH. SIDEWALK NOT CONTINUOUS LESS THAN 120' R/W ( FOR MAJOR CLASS,) 'COUNTY OF ORANGE E. M.A., REGULATION DIVISION • THIS PLAN IS SIGNED BY 0.C.E.M.A. REGULATION FOR CONCEPT AND ADHE- RENCE TO COUNTY STANDARDS AND REQUIREMENTS ONLY. o.c.E.M.A. REGU-L ATION IS NOT RESPONSIBLE FOR DESIGN, ASSUMPTIONS AND ACCURACY. APPRovE;-~_Af~ z/11(8C/ R.C.E. DATE \ I WA ENGINEERS ;;(8L/44uv L. D. INCL EDON • RCE 17593 1//;5/Be DATE ~ APPROVED: C{~~'l):..~-ll-/·Bt • ORANGE ~UNTY F:RE ... D PT. LINSCOTT, LAW 8i GREENSPAN ENGINEERS 1UJ.fL.,·LJ lv!ARK DIERCKS RCE ".J,061 DATE CITY OF IRVINE =·...::M::.:Cc..;-0:;...;4c:8=2.■ iAPPROV1/D: ~· Z-'l-fl't CITY ENGINEER •14" DAJ I:: S. ALLEN AIRPORT ENGR. ~~£•~· H PV-CONSTRUC IONPROJECT MGR. Li... 0 >-1-z =:) 0 u w ' <IC I-w w J: Ci) w .J I- I- JI :t:: I-.... --, (,!) 2 -2 w (\I ··O <.O -en ~ I UJ 0 (\I > v -a: 0 rt) co Cl) (\J ::> 0. ~ cl: ci -(.) i z . .... ·s-C" .. 6i ll. ~- Approvals PM 'O Chief Pion No. \ ,. '"" _J i < t-r-: ::;;; CD -i • ;::; ' (f) ...J <( z IT:/ (\J 0 0 0 . I'- IO ' IO C\J -·1 ' i /, ~i :,~ ... : :·f~: •. l " ' ' . ' ' ' '! \.,,~,__,_ . ' ,, ,. ,.,_ ' \''-,,,_, GSA 41000-1790 " Sheet ~ T-1 Total Sheets 98 . + SHEET NO. SHE ET JNDEX TiTLE T-1 --TITLE SHEET G-1 --DRAWING INDEX G-2 ------------GENERAL NOTES G-3 SYMBOLS AND ABBRE\/IAT!ONS C-1 TYPICAL SECTIONS ROADWAY PLAN AND PROFILE C-2------------IRVINE AVENUE -STA. 2+69.98 TO 11+00.00 C-3 CAMPUS DRIVE -STA. 11+00.00 TO 21+00.00 C-4 CAMPUS DRIVE -STA. 21+00.00 TO 31+00.00 C-5 CAMPUS DRIVE -STA. 31+00.00 TO 41+00.00 C-6 CAMPUS DRIVE -STA. 41+00.00 TO 51+00.00 C-7 CAMPUS DRIVE -STA. 51+00.00 TO 59+00.00 C-8 CAMPUS DRIVE -STA. 59+00.00 TO 66+08.73 C-9 MACARTHUR BLVD-STA. 21+66.52 TO 25+50.00 CROSS SECTIONS C-10------------IRVINE AVENUE -STA. 3+00.00 TO 8+50.00 C-11 IRVINE/CAMPUS -STA. 9+00.00 TO 21 +00.00 C-12 CAMPUS DRIVE -STA. 21+50.00 TO 27+50.00 C-13 CAMPUS DRIVE -STA. 28+00.00 TO 33+00.00 C-14 CAMPUS DRIVE -STA. 33+50.00 TO 40+00.00 C-15 CAMPUS DRIVE -STA. 40+50.00 TO 46+00.00 C--16 CAMPUS DRIVE STA. 46+50.00 TO 52+00.00 C-17 CAMPUS DRIVE -STA. 52+50.00 TO 55+50.00 C-18 CAMPUS DRIVE -STA. 56+00.00 TO 59+50.00, 23+09.02, 36+40.02 C-19 ----------~-MACARTHUR BLVD-STA. 21+68.00 TO 25+44.00 GRADING & DETAILS C-20 SERVICE ROAD PLAN & DETAILS C-21 ---LOCAL DEPRESSION a MISCELLANEOUS DETAILS ' C-22 -----------MISCELLANEOUS DETAILS UTILITIES C-23 ~-----------STORM DRAIN LA TE:RALS PLAN & PROFILE c-24 sio~MJ~i~~1vL~ *~~~~~fiN~~-t~~~~~LE :~. 0 38+ 71 .25, 44+23.25, 49+90. 87 C-25 STORM DRAIN LATERALS PLAN & PROFILE 52+ 77.50, 59+82. 92 C-26 UTILITY COMPOSITE -CAMPUS DRIVE STA. 1+00 TO 21+00 C-27 UTILITY COMPOSITE -CAMPUS DRIVE STA. 21+00 TO 41+00 C-28 UTILITY COMPOSITE -CAMPUS DRIVE STA. 41+00 TO 59+00 C-29 UTILITY COMPOSITE -CAMPUS DRIVE STA. 59+00 TO 68+00 C-30 CNB PR STATION RELOCATION C-31 CNS PR STATION SECTIONS & DETAILS .C-32 CNS PR STATION SECTIONS & DETAILS C-33 ---STREET LIGHTING -CAMPUS DRIVE STA. 3+80 TO 34+02 C-34 STREET LIGHTING -CAMPUS DRIVE STA. 34+02 TO MACARTHUR STA. 25+10 SIGNALIZATION . AND STRIPING TRAFFIC SIGNAL INSTALLATION C-35 ---------CAMPUS DRIVE & QUAIL STREET C-36 CAMPUS DRIVE Ile DOVE STREET C-37 CAMPUS DRIVE Ile AIRPORT ENTRANCE TRAFFIC SIGNAL MODIFICATION C-38 CAMPUS DRIVE AT MACARTHUR BLVD. C-39 SIGNING & STRIPING PLAN -CAMPUS DRIVE STA. 0+30 TO 24+00 C-40 -SIGNING &. STRIPING PLAN -CAMPUS DRIVE STA. 24+00 TO 45+00 C-4I SIGNING & STRIPING PLAN -CAMPUS DRIVE STA. 45+00 TO 66t25 C-42 SIGNING & STRIPING PLAN -MACARTHUR BLVD. TRAFFIC CONTROL PLAN, STAGE 1 C-43 ------------CAMPUS DRIVE -STA. 2+50 TO 24+00 C-44 CAMPUS DRIVE -STA. 24+00 TO 45+00 C--45 CAMPUS DRIVE -STA. 45+00 TO 62+50 TRAFFIC CONTROL PLAN, STAGE 2 C-46 -·------------CAMPUS DRIVE -STA. 2+50 TO 24+00 C-47 CAMPUS DRIVE -STA. 24+00 TO 45+00 C-48 CAMPUS DRIVE -STA. 45-100 TO 59+5-0 C-49 TRAFFIC CONTROL PLAN, MACARTHUR BLVD. EROSION CONTROL PLANS C-5 0 ---------CAMPUS DRIVE -STA. 2+69.98 TO 21 +00.00 C-5 I ----CAMPUS DRIVE -STA. 21+00.00 TO 41+00.00 C-52 CAMPUS DRIVE -STA. 41+00;00 TO MACARTHUR STA 26+00 c-53 SECURITY FENCE DETAILS F.A.A. STANDARDS SHEE T NO. SHEET ll'IDtX (TITLE) CONTINUED EQUIPMENT RELOCATION M-1 MAINTENANCE BUILDING EQUIPMENT RELOCATION REFERENCE R-I --------- R-2 --------- R-3--------- R-4 __ ------ R-5--------- R-6--------- R-7------~- R-8 ------------,- SCE REFERENCE SCE REFERENCE SCE REFERENCE SCE REFERENCE PACIFIC BELL REFERENCE PACIFIC BELL REFERENCE PACIFIC BELL REFERENCE PACIFIC BELL REFERENCE CALTRANS STRUCTURAL 1 2 TITLE AND LOCATION MAP STANDARD PLANS LIST GENERAL PLAN 3 4 5 6 7 FOUNDATION PLAN, DECK CONTOUR PLAN ABUTMENT 1 -PLAN, ELEVATION AND SECTION ABUTMENT 3 -PLAN, ELEVATION AND SECTION BENT 2 -RE INFORCEMENT DETAILS 8 9 10 -- 11 BENT 2 -MISCELLANEOUS DETAILS GIRDE;R TYPICAL SECTION GIRDER LAYOUT AN D PRESTRESSING SLOPE PAVING DETAILS -FULL SLOPE 12 -- 13 ---------- 14 -- SIGN LAYOUT AND LOCATION PLANS (AS-BUILT) BRI OGE MOUNTED SIGN DETAIL ( AS BUILT) BORING LOGS 15 ----------LOG OF TEST BORING, EXISTING BRIDGE CALTRANS ROADWAY I 6 BRISTOL STREET WI DEi fi iG 17 CAMPUS DRIVE PLAN AND PROFILE, STORM DRAIN - STA. 10+31.00 TO 13+80.88 18 CAMPUS DRIVE -AT BRISTOL STREET 19 ----CAMPUS DRIVE -AT BRISTOL STREET NORTH 20 ----------SIGNING AND STRIPING PLAN -BRISTOL STREET 21 TRAFFIC CONTROL PLAN -BRISTOL STREET 22 TRAFFIC CONTROL PLAN -CAMPUS DRIVE 23 SR -73 FREEWAY DETOUR FOR CAMPUS DRIVE FALSEWORK CONSTRUCTION 24 SR -73 FREEWAY DETOUR -NO. 3 NB LANE CLOSURE 25 SR -73 FREEWAY DETOUR -NO. 3 SB LANE CLOSURE 1 2 3 4 5 6 7 I 2 3 MCWD PLANS ----------TITLE SHEET -------NOTES ----------PLAN Ile PROFILE STA. -------PLAN Ile PROFILE STA. ----------PLAN Ile PROFILE STA. --PLAN Ile PROFILE ST A. ----------DETAILS ' 9+64.00 TO 20+00.00 20+00.00 TO 29+04.74 29+04.74 TO 38+04.74 38+04.74 TO 40+57.00 SECURITY DUCT LAYOUT PLAN I .. w ('.) z <( 0::: 0 LL 0 >-1-z ::> 0 u (\J <O (1) ' 2 ~ ' ,.., (X) (\J 0 z -, 0 0:: a. (!) z -z lJJ Cl 3: lJJ > 0:: Cl (J) :::> £1.. :::E <! (_) cc ti:\ i,::. ' " N ' "' ' If) \... ...., ..., ::i Cl) ' \f) "I: X w 0 z (..? z -3: <( 0:: 0 Approvals >, <( m ::E a, 00 GI -.., -111 C) ::, 0 <( Ill, C .2 Ill ·s;; GI 2 a: 0 -f-<! f- (/) •o w (/) > w 0: . E >, U) (I) (I) I It) -I --.. GI -111 0 . ~ ::E .. ,::, .:.: .c 0 •• i !! 0 .. C 01 'iii GI 0 PE f'f,~ . .,- ..,-· l / cJ Chiet A~ Satisfactory To: &· -· / J.j •••. e;; q ,, • . J. .- Plan No. GSA 41000-1790 Sheet G-1 of 98 ...J <t I- 1- ::E m,, :::> • en .J <( z lL C\J 0 0 0 . !'- LO . LO C\J t ,.J \ \ \ ' . ,"f- GENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11 . 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22 . 23. 24. ALL WORK, EXCEPT TRAFFIC SIGNAL WORK, SHALL CONFORM TO THE STANDARD SPECIFICATIONS (STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION). STANDARD PLANS OF THE ORANGE COUNTY ENVIRONMENTAL MANAGEMEN T AGENCY, AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN PERFORMANCE OF WORK, UPON HIGHWAYS, EACH OF THE MOST RECEN T DATE ADOPTED BY THE BOARD OF SUPERVISORS OF THE COUNTY OF ORANGE. ENGINEER SHALL MEAN THE COUN TY OF ORANGE, EMA, DIRECTOR OF PUBLIC WORKS, OR HIS AUTHORIZED AGENT ACTING WITHIN THE SCOPE OF HIS AUTHORITY, OR OTHER AGENCY AS GOVERNING .. DEVELOPER SHALL MEAN THE PERMIT TEE, OR SHALL MEAN CONTRACTOR IN THE CASE OF A PUBLIC WORKS CONTRACT WITH THE COUNTY OF ORANGE. BUILDING OFFICIAL SHALL MEAN THE DIRECTOR, EMA, OR HIS AUTHORIZED AGENT, THE DIRECTOR OF REGULATION, ACTIN G WITHIN THE SCOPE OF HIS AUTHORITY. THE .CONTRACTOR SHALL OBTAIN AN ENROACHMENT PERMIT FROM THE EMA, REGULATION AND CALTRANS PRIOR TO WORK WITHIN PUBLIC RIGHT-OF-WAY. ALL UNDERGROUND UTILITIES 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 EMA, DIRECTOR OF PUBLIC WORKS, OR OTHER AGENCY AS GOVERNING. MAILBOXES SHALL BE INSTALLED IN LOCATIONS APPROVED BY THE LOCA.L PO_STMASTER AND PER EMA STANDARD PLANS. CORRESPONDING STATE OF CALIFORNIA TEST METHODS MAY BE SUBSTITUTED FOR DESIGNATED ASTM TEST METHODS FOR WORK SUBJECT TO EMA, PUBLIC WORKS INSPECTION EXCEPT AS NOTED IN NO. 10. RELATIVE COMPACTION -FOR WORK SUBJECT TO EMA PUBLIC WORKS INSPECTION: INPLACE DENSITY SHALL BE DETERMINED BY CALIFORNIA TEST METHOD #231, PART I. LABORATORY MAXIMUM DENSITY SHALL BE DETERMINED BY CALIFORNIA TEST METHOD #216, PART II. THE CORRECTION FOR OVERSIZE MATERIAL. SHALL BE DONE IN ACCORDANCE WITH ASTM D-1557; SECTION 5.3 METHOD C AND SECTION 5.4, METHOD 0. STRUCTLJRAL SECTION REQUIREMENTS FOR PRIVATE AND PUBLIC ROADS SHALL BE DETERML.N.ED BY THE ENGINEER. SUBGRADE COMPACTION REQUIREMEN TS RECOMMENDED BY THE PROJECT SOILS ENGINEER MAY BE MODIFIED BY THE ENGINEER WHEN NECESSARY FOR STRUCTURAL SECTION DESIGN. STRUCTURAL SECTION REQUIREMENTS FOR COMMERCIAL OR INDUSTRIAL DRIVEWAYS AND PARKING AREAS SUBJECT TO THE INSPECTION OF EMA REGULATION SHALL BE APPROVED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GRADING AND EXCAVATION CODE. IF DRIVEWAY DEPRESSIONS ARE MADE IN ANY CURB, DRIVEWAY APPROACHES ARE THEN CONSIDERED TO BE PART OF THE IMPROVEMEN T PLAN AND SHALL BE CONSTRUCTED .IN ACCORDANCE WITH THE GOVERNING AGENCY'S STANDARD PLANS. MONUMENTS ARE TO BE SET PER TIHE REQUIREMENTS OF THE SUBDIVISION MAP ACT, LAND SURVEYORS ACT, AND THE COUNTY SUBDIVISION CODE ANO IN ACCORDANCE WITH THE RULES AND PROCEDURES APPROVED BY THE COUNTY SURVEYOR. ALL LOT CORNERS ANO TRACT BOUNDARIES SHALL BE LOCATED AND MONUMENTED IN ACCORDANCE WITH THE RECORDED TRAC T MAP AND A WRITTEN CONFIRMATION TO THAT EFFECT SHALL BE SUBMITTED TO THE BUILDING OFFICIAL BY THE PROJECT CIVIL ENGINEER. IN CASES WHERE BUI LDINGS OR STRUCTURES ARE BUil T UPON PROPERTY LINES, AND MARKERS NEED NOT BE SET, THE PROJECT CIVIL ENGINEER SHALL PROVIDE WRITTEN EVIDENCE TO THE BUILDING OFFICIAL THAT THE BUILDINGS ARE LOCATED IN COMPLIANCE WITIH THE APPROVED PLOT PLAN. TREES SHALL NOT BE PLANTED IN ORANGE COUNTY RIGHT-OF-WAY UNLESS A PERMIT HAS BEEN OBTAINED FROM EMA OR ARE PLANTED IN ACCORDANCE WITH A LANDSCAPED PLAN APPROVED BY THE ENGINEER. (SEE STANDARD PLAN 1117 FOR LOCATION RESTRICTIONS AT INTERSECTIONS.) ADVERTISING SIGNS WILL NOT BE PERMITTED WITHIN STREET RIGHT-OF-WAY PER ORANGE COUNTY CODIFIED ORDINANCE 6-1-69. JOINS Bl:TWEEN NEW PAVEMENT AND EXISTING PAVEMENT SHALL BE MADE BY SAW CUTTING EXISTING PAVEMENT TO EFFECT A NEAT JOIN OR BY FEATHERING NEW ASPHALT CONCRETE OVER EXISTING, ALL AS DIRECTED BY THE ENGINEER. PAINT FOR TRAFFIC STRIPING ANO PAVEMENT MARKINGS USED ON PUBLIC ROADS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. LOCATION OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. DISPOSITION OF EXISTING UNDERGROUND UTILITIES AFFECTED BY THE STREET CONSTRUCTION IS SHOWN ON TIHE UTILITY COMPOSITE PLANS. AGENCY OR CONTRACTOR RELOCATING EXISTING UTILITIES SHALL BE RESPONSIBLE FOR RECONNECTION. ALL STATIONING IS BASED ON CENTERLINE UNLESS NOTED OTHERWISE. MINIMUM COVER ON ALL NEW CONDUIT AND NEW UTIUTIES INSTALLED IN THE COUNTY RIGHT-OF-WAY IS 30'.' REFERENCE SHALL BE MADE TO THE SOILS REPORT AND GEOTECHNICAL INVESTIGATION MADE BY HARDING LAWSON ASSOC IATES, HPV DOCUMENT No. 25 .. 51. 0001, HLA JOB No. 18091, 005.11. REFERENCE IS MADE TO EMA IN THESE NOTES HOWEVER, THE GOVERNING AGENCY'S STANDARDS SHALL BE USED WHEN APPLICABLE. ALL CONSTRUCTION TO BE TIED TO THE CONSTRUCTION SURVEY INFORMATION GRADING GENERAL NOTES: 1. 2. 3. 4. 5. ALL GRADING SHALL BE IN ACCORDANCE WITH GRADING CODE OF THE COUNTY OF ORANGE. A COPY OF THE GRADING CODE AND MANUAL SHALL BE RETAINED ON THE JOB SITE WH ILE WORK IS IN PROGRESS. A COPY OF EMA STANDARD PLANS SHALL ALSO BE RETAINED ON THE SITE. AN APPROVED COPY OF THESE PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FEET HOR. TO 1 FOOT VERTICAL (2: 1) EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE. FILLS SHALL BE COMPACTED THROUGHOUT TO A MIMIMUM OF 90% RELATIVE COMPACTION UNLESS OTHERWISE SPECIFIED. AGGREGA TE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED IN WRITING BY THE SOIIS ENGINEER AND THE BUILDING OFFICIAL PRIOR TO PLACING FILL. 6. FILLS SHALL BE BENCHED IN ACCORDANCE TO EMA STANDARD PLAN NO. NO. 1322. 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED, OR CRUSHED IN PLACE, AND APPROVED BY THE BUILDING OFFICIAL AND SOIL ENGINEER. 8. STOCK PILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO EXCAVATION. 9. ALL TRENCH BACKFILLS SHALL BE TESTED AND APPROVED BY THE SOIL ENGINEER PER THE CON TRACT DOCUMENTS. 10. ALL CUT SLOPES SHALL BE INVESTIGATED BOTIH DURING AND AFTER GRADING BY THE ENGINEERING GEOLOGIST TO DETERMINE IF ANY SLOPE STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL SUBMIT RECOMMENDED TREATMENT TO THE BUILDING OFFICIAL FOR APPROVAL. 11. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOIL ENGINEER, THE • SOIL ENGINEER SHALL SUBMIT DESIGN, LOCATIONS AND CALCULATIONS TO THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. THE ENGINEERING GEOLOGIST AND SOIL ENGINEER SHALL OBSERVE AND TEST THE CONSTRUCTION OF THE BUTTRESSING AND PROVIDE THEIR PROFESSIONAL OPINIONS AS TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 12. THE ENGINEERING GEOLOGIST SHAL_L PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING. 13. THE COMPACTION REPORT AND APPROVAL FROM THE SOIL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. THE SOI L ENGINEER AND ENGINEERING GEOLOGIST SHALL OBSERVE AND SHALL BE AVAILABLE DURING GRADING AND CONSTRUCTION TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 15. THE CIVIL ENGINEER SHALL BE AVAILABLE DURING GRADING TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE AND ANY SPECIAL CONDITION OF THE PERMIT WITHIN THEIR PURVIEW. 16. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL Mf:ASURES. 17. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 18. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. 19. APPROVED MEASURES AND TEMPORARY DRAINAGE PROVISIONS SHALL BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 20. 21. 22. 23. 24. PR IOR TO FINAL APPROVAL, THE CIVIL ENGINEER SHALL CERTIFY TO THE BUILDING OFFICIAL THE AMOUNT OF EARTH MOVED DURING THE GRADING OPERATION. THE CONTRACTOR SHALL COMPLY WITH THE GRADING CODE REQUIREMENTS WHEN AN EXCESS OF 5,000 CUBIC YARDS OF EAR TH IS TRANSPORTED TO OR FROM A PERMITTED SITE ON PUBLIC ROADWAYS. ASPHALT CONCRETE SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF EMA STANDARD PLAN 1805. AGGREGATE BASE SECTION SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF EMA STANDARD PLAN 1804. ALL CONCRETE STRUCTURES THAT COME IN CONTACT WITH THE ON-SITE SOILS SHALL BE CONSTRUCTED WITH TYPE V CEMENT. 25. EXPORT SOIL MUST BE TRANSPORTED TO A LEGAL DUMP OR TO A SITE APPROVED BY THE COUNTY GRADING INSP<cCTOR. 26. 27. 28. 29. SLOPES EXCEEDING 5 FEET IN HEIGHT SHALL BE PLANTED WITH AN APPROVED PLANT MATERIAL. SLOPES EXCEEDING 15 FEET IN HEIGHT SHALL BE PROVIDED WITH AN APPROVED IRRIGATION SYSTEM, UNLESS OTHERWISE APPROVED BY TIHE BUI LDING OFFICIAL. THE GRADING CONTRACTOR SHALL SUBMIT A STATEMENT OF COMPLIANCE TO THE APPROVED GRADING PLAN PRIOR TO FINAL APPROVAL. ALL EXISTING DRAINAGE COURSES THROUGH TH IS SITE SHALL REMAIN OPEN UNTIL FACILITIES TO HANDLE STORM WATER ARE APPROVED AND FUNCTIONAL; HOWEVER, IN ANY CASE THE CONTIRACTOR SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. GRADING OPERATIONS INCLUDING MAINTENANCE OF EQU IPMENT WITHIN ONE-HALF MILE OF HUMAN OCCU PANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 8:00 P.M. AND 7:00 A.M. DAILY, ON SUNDAY OR ON A FEDERAL HOLIDAY. GRADING GENERAL NOTES CONTINUED: 30. THE CONTRACTOR SHALL GIVE REASONABLE NOTICE TO THE OWNER OF ADJOINING LANDS AND BUILDING PRIOR TO BEGINNING EXCAVATIONS WHICH MAY AFFECT TIHE LATERAL AND SUBJACENT SUPPORT OF THE ADJOINING PROPERTY. THE NOTICE SHALL STATE THE INTENDED DEPTH OF EXCAVATION AND WHEN THE EXCAVATION WILL COMMENCE. THE ADJOINING OWNER SHALL BE ALLOWED 30 DAYS TO PROTECT HIS STRUCTURE, IF HE SO DESIRES AND BE PROVIDED ACCESS TO HIS PROPERTY, UNLESS OTHERWISE PROTECTED BY LAW. PRIOR TO THE COMPLETION OF AN APPLICATION FOR ANY GRADING PERMITS, THE APPLICANT SHALL PRODUCE EVIDENCE ACCEPTABLE TO THE MANAGER, DEVELOPMENT SERVICES: A. B. ALL CONSTRUCTION VEHICLES OR EQUIPMENT, FIXED OR MOBILE, OPERATED WITHIN 1,000 FEET OF A DWELLING SHALL BE EQUIPPED WITH PROPERLY OPERATING AND MAINTAINED MUFFLERS ALL OPERATIONS SHALL COMPLY WITH ORANGE COU NTY CODIFIED ORDINANCE DIVISION 6 (NOISE CONTROL) C. STOCKPILING AND/OR VEHICLE STAGING AREAS SHALL BE LOCATED AS FAR AS PRACTICABLE FROM DWELLI NG, AS DETERMINED BY THE P /CM. 31. PRIOR TO THE START OF GRADING, CONTRACTOR SHALL VERIFY WITH THE P /CM THE UL Tl MATE DISPOSITION OF THE TOP SOIL THAT WILL BE REMOVED DURING GRADIN G. EROSION CONTROL NOTES: 1. EQUIPMENT AN O WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING TIHE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILI TATE RAPID CONSTRUCTION CF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 2. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEER. 3. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 4. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM STREETS; CHECK BERMS AND BASINS. 5. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THI,; CONCLUSION OF EACH WORKING DAY. DRAINAGE TO BE DIRECTED TOWARD DESIL TING F ACILITJES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 7. THE UNDERSIGNED CIVIL ENGINEER SHALL IN SPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. 8. EROSION CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING CODE AND STANDARDS. STANDARD SPECIFICATIONS FOR PUBU_C WORKS CONTRACTOR, LATEST EDITION. -ORANGE COUNTY GRADING AND EXCAVATION CODE -ORANGE COUNTY GRADING MANUAL L D. INCL EDON RCE 17593 DATE . ~- . . ·"'" N<>. 17593 \ ' . 'ii ~ ,i bp-. 6/'¥J/ffl ",\,.·,. w ('.) z <( 0:: 0 LL 0 >-I-z :::::) 0 0 l? Cf) z w z I-w 0 0 -3 z w > _J a:: <( 0 (/) 0: w ::::> 0... z ~ <l'. w u CD Approvals (\J <.D en ' 0 (\J <t • ' ,.., a) (\J 0 z ,., 0 ll'. .! Ill Q co co ' l[) .. CD -Ill Q . ::i, ~ "O .IC: .c 0 :c . -, C ii: Ill .. Q Cl . Cl) .. C 1:11 ·;; CD 0.. Q PE jn,r, Chief~ Satisfactory To: :,J_, --N-J:.-~:J. Plan No. GSA 41000.,. 1790 Sheet G-2 of 98 _j <I'. f-- I--:::i: CD ::> Cl) _j <I'. z ~ ()J 0 0 0 I'-'· l{) . l{) (\J ' A 0 0 -----s---- ----,---- -----•---- ----•---- - ----P-- - - - -- ---p-- - -- -----•----- ____ , ___ _ ____ , ___ _ ----,---- ~---,---- • ____ r_-.i ___ _ 0 I- II □ □ • = ),( CQ] 10 01 CJ lsO 0 0 D [1lJ 6 y □ m- o f--1 0 • SPECIAL SYMBOLS CHAIN LINK FENCE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING MANHOLE, STORM DRAIN, OR SEWER PROPOSED MANHOLE, STORM DRAIN, OR SEWER EXISTING POWER POLE EXISTING CURB LINE PROPOSED CURB LINE EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY EXISTING BUILDING OR STRUCTURE CENTERLINE (PROPOSED OR EXISTING) CONCRETE EXISTING SEWER LINE PROPOSED SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM DRAIN PROPOSED STORM DRAIN EXISTING GAS LINE PROPOSED GAS LINE EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE EXISTING EDGE OF PAVEMENT OR SAWCUT LINE PROPOSED EDGE OF PAVEMENT MATCHLINE PROPERTY LINE OR LEASE LIN E EXISTING VALVE PROPOSED VAL VE EXISTING STORM DRAIN INLE T OR CATCH BASIN PROPOSED STORM DRAIN INLET OR CATCH BASIN EXISTING TREE OR SHRUB RETAINING WALL BLOCK WALL ROADSIDE SIGN EXISTING STREET LIGHT PROPOSED HANDHOLE EXISTING PULL BOX OR HANDHOLE PROPOSED PULL BOX EXISTING METER PROPOSED METER EXISTING JUNCTION STRUCTU RE PROPOSED JUNCTION STRUCTURE GATE VALVE EDISON VAULT WATER OR GAS METER STREET LIGHT TELEPHONE VAULT TELEPHONE MANHOLE CATCH BASIN TELEPHONE UNDERGROUND VAULT 12' DIA. EDISON VENT WATER METER, GAS METER, OR IRRIGATION CONTROL BOXES STREET LIGHT BOX ACCESS RAMP EXISTING DRAIN INLET EXISTING COMMERCIAL SIGN SLOPE SIGNAL CONTROL BOX PEDESTRIAN SIGNAL PEDESTRIAN PUSH BUTTON POST PEDESTRIAN BARRICADE TRAFFIC SIGNAL FACE, 3-SECTION: 8-INCH RED, YELLOW, AND GREEN SECTIONS TRAFFIC SIGNA L FACE WITH BACK PLATE ~ TRAFFIC SIGNAL FACE WITH 12-INCH RED, YELLOW, AND GREEN LEFT ARROW SECTI ONS TRAFFIC SIGNAL FACE (5-SECTION) WITH 12- INCH YELLOW ANO GREEN RIGHT ARROWS AND 8-INCH RED , YELLOW, AND GREEN SECTIONS TYPE 1 STANDARD AND ATTACHED SIGNALS STANDARD WITH SIGNAL MAST ARM ONLY AND ATTACHED SIGNALS STANDARD WITH LUM INAIRE AND SIGNAL MAST ARMS AND ATTACHED SIGNALS CONTROLLER CABINET DOOR INDICATES FRONT OF CABINET JWA MONUMENT SIGN MON ITORING WELL SPECIAL SYMBOLS CONTINUED [,] [iJ 0 000 &&& □ □ □ 0 0 □ SERVICE ENCLOSURE, DOOR INDICATES FRONT OF ENCLOSURE ILLUMINATED SIGN-TWO POST ILLUlvllNATED SIGN-MOUNTED ON STRUCTURE PULL BOX-NO. 5 UNLESS OTHERWISE INDICATED TRAFFI C SIGNAL CONDUIT ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTOR CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED . REMOVE AND REUSE EQUIPMENT REMOVE AND SALVAGE EQUIPMENT CONDUIT AND CONDUCTOR IDENTIFICATION NUMBER AND SIZE OF CONDUCTORS AND CABLES SIZE OF CONDUIT IN INCHES TRAFFIC PHASE IDENTIFICATION FOR SIGNAL FACES, DETECTOR AND PHASE DIAGRAMS PROJECT NOTE NUMBERS EQUIPMENT DESCRIPTION, INSTALLATION CONDUIT RUN NUMBERS SIGNAL AND LIGHTING STANDARD (TYPICAL) WINO VELOCITY = 70 MPH CASE 3 ARM LOADING STANDARD TYPE EXISTING SCE TRANSFORME R EXISTING 250 GAL. LPG TANK EXISTING TELEPHONE TERMINAL PROPOSED TELEPHONE TERM INAL EXISTING STEEL GUARD POST PROPOSED STEEL GUARD POST EXISTING REDUCED PRESSURE BACK FLOW PREVENTER PROPOSED REDUCED PRESSURE BACK FLOW PREVENTER EXISTING CLEAN OUT EXISTING 1 1 /2" WATER PIPE EXISTING LP GAS PIPE PROPOSED 2" LP GAS PIPE ~ GATE ENCASEMENT D DUMPSTER, TRASH BIN 0 CONCRETE COLLAR c::=J BUS SHELTER --------TEMPORARY CONSTRUCTION EASEMENT ABBREVIATIONS A A AB AC ACP ADJ AP APWA AVE AWG BC BCR BLDG,BLDGS BLK Bl:VD BOP BVC BW,B/W C CA CAB CATV CB COM CF CG/C&G CHKD Cl CIP CL CLR CML&C CMP CNB co CONC CONST CPLG. CR CT'D CY D DEMO DIA.DIAM DIP DLC OR DWG ARCHITECT AREA AGGREGATE BASE ASPHAL TIC CONCRETE ASBESTOS CEMENT PIPE ADJUSTED ANGLE POINT AMERICAN PUBLIC WORKS ASSOCIATION AVENUE AMERICAN WIRE GAGE BEGIN CURVE OR BACK OF CURB BEGIN CURB RETURN BUILDING BLACK OR BLOCK BOULEVARD BOTTOM OF PIPE BEGIN VERTICAL CURVE BACK OF WALK CONDUIT OR CIVIL CALIFORNIA CRUSHED AGGREGATED BASE CABLE TELEVISION CATCH BASIN CORONA DEL MAR CURB FACE, CUBI C FEET CURB AND GUTTER CHECKED CAST IRON CAST IN PLACE CENTERLINE OR CHAINLINK CLEAR OR CLEARANCE CEMENT MORTAR LINED AND COATED CORRUGATED METAL PIPE CITY OF NEWPORT BEACH CLEANOUT OR COMPANY OR COUNTY CONCRETE OR CONCENTRIC CONSTRUCT OR CONSTRUCTION COUPLING CURB RETURN CENTERED CUBIC YARDS STORM DRAIN DEMOLISH DIAMETER DUCTILE IRON PIPE LOOP DETECTOR LEAD IN CABLE/LOOP DRIVE DRAWING ABBREVIATIONS CONTINUED ABBRE~ATIONS CONTINUED DWY,0/W EA E EC ECR ELECT EL.ELEV ELL E'LY ENGR E/0 EP EQ ESMT EVC EXIST,EX FAA FBO FF FG FH FL FLEX. FLR ORN FS FT FWY G GAL GB GM GSA GV H HGL HORZ,HOR HP HPS HWY IC ISNS IN INC INSUL !NV INV EL IP IRWD JS JWA L LF LG LMA LOC LP LPG L.R. LS LT M MAX MCWO MFR MGR MH MIN MISC MOD MWO N N'ELY NIC N'LY NO N/0 NTS N'WLY oc OGEMA OCSD OD OPNG PAC TEL PB PC PCC P/CM P.E. PEC PED, P Pl PM PL PLCS PM POC pp PPB PR PRC PRESS PROJ PROP PRV PSP PT PVC PVI PVMT,PVMN'T QTY R RCE RCP RED RP RT R/W,R.0.W. DRIVEWAY EACH !:AST, ELECTRIC, OR ENGINEER END OF CURVE END OF CURB RETURN ELECTRICAL ELEVATION ELBOW EASTERLY ENGINEER EAST OF EDGE OF PAVEMENT EQUAL EASEMENT END OF VERTICAL CURVE EXISTING FEDERAL AVIATION ADMINISTRATION FIXED BASED OPERA TOR FINISHED FLOOR FINISHED GRADE FIRE HYDRANT FLOWLINE FLEXIBLE FLOOR DRAIN FINISHED SURFACE FEET OR FOOT FREEWAY GAS GALLON GRADE BREAK GAS METER GENERAL SERVICES AGENCY GATE VALVE OR GAS VALVE HANDICAPPED HYDRAULIC GRADE LINE HORIZONTAL HIGH POINT HIGH PRESSURE SODIUM HIGHWAY INTERCONNECT CABLE INTERNALLY ILLUM INATED STREET NAME SIGN INCH IN CORPORA TED IN SULA TED OR IN SULA TOR INVERT INVERT ELEVATION IRON PIPE IRVINE RANCH WATER DISTRICT JUNCTION STRUCTURE JOHN WAYNE AIRPORT LENGTH LINEAR FOOT LONG LUMINAIRE MAST ARM LOCATION LOW POINT LIQUIFIED PETROLEUM GAS LONG RADIUS LUMP SUM LEFT MECHANICAL MAXIMUM MESA CONSOLIDATED WATER DISTRICT MANUFACTURER MANAGER MANHOLE MINIMUM MISCELLANEOUS MODIFICATION METROPOLITAN WATER DISTRICT NORTH NORTHEASTERLY NOT IN CONTRACT NORTHERLY NUMBER NORTH OF NOT TO SCALE NORTHWESTERLY ON CURB, ORANGE COUNTY, OR ON CENTER ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ORANGE COUNTY SANITATION DISTR ICT OUTSIDE DIAMETER OPENING PACIFIC BELL TELEPHONE PULL BOX POINT OF CURVATURE PORTLAND CEMENT CONCRETE OR POINT OF COMPOUND CURVE . PROJECT /CONSTRUCTION MANAGER PLAIN END PHOTO ELECTRIC CONTROL PEDESTRIAN POINT OF INTERSECTION POST MILE PROPERTY LINE PLACES PROJECT MANAGER POINT ON CURVE POWER POLE PEDESTRIAN PUSH BUTTON PRESSURE REDUCING POINT OF REVERSE CURVE PRESSURE PROJECT PROPOSED PRESSURE REDUCING VALVE PERFORATED SHEET PIPE POINT OF TANGENCY OR POINT POLYVINYL CHLORIDE VERTICAL CURVE POINT OF INTERSECTION PAVEMENT QUANTITY RADIUS OR RATE OF GRADE REGISTERED CIVIL ENGI NEER REINFORCED CONCRETE PIPE REDUCER OR REDUCING RADIUS POINT RIGHT RIGHT OF WAY s SCG SCE SCH SD S'ELY SF SHT S'LY SMA S/0 SP SQ ST STA STD STL S/W S'WLY T,TEL T TC TCE TG THK TOP TW TYP USA VAR vc VCP VERT w W/ W'LY WM W/0 WV X IMP BTW.N COi VPI SR ss EB WB TEMP RPM LAT CYL CONT TRANS occ AWWA ASTM SVC NEMA BPB FE FLG BFV CML VA TBE THR'D GALV. FNDRY SUPT FL GT 1.0 SOUTH, SLOPE, SEWER, OR STRUCTURAL SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON SCHEDULE STORM DRAIN SOUTHEASTERLY SQUARE FEET SHEET SOUTHERLY SIGNAL MAST ARM SOUTH OF SERVICE POINT SQUARE STREET STATION STANDARD STEEL SIDEWALK SOUTHWESTERLY TELEPHONE TITLE TOP OF CURB TEMPORARY CONSTRUCTION EASEMENT TOP OF GRATE THICK TOP OF PIPE TOP OF WALL TYPICAL UNDERGROUND SERVICE ALERT VAR IES OR VARIABLE VERTICAL CURVE VITRIFIED CLAY PIPE VERTICAL WEST, WIDTH, OR WATER WITH WESTERLY WATER METER WITHOUT OR WEST OF WATER VALVE CROSS IMPROVEMENT BETWEEN CITY OF IRVINE VERTICAL POINT OF INTERSECTION STATE ROUTE SANITARY SEWER EAST BOUND WEST BOUND TEMPORARY RAISED PAVEMENT MARKER LATERAL CYLINDER CONTINUOUS TRANSITION ON CURB CURVE AMERICAN WATER WORKS ASSOCIATION AMERICAN SOCIETY OF tESTING MATERIALS SERVICE NATIONAL ELECTRICAL MANUFACTURERS ASSOC. BIKE PUSH BUTTON FLANGED END FLANGE BUTTERFLY VALVE CEMENT MORTAR LINED VALVE THREAD BOTH ENDS THREADED GALVANIZED FOUNDRY SUPPORT FLANGE GRIP TIGHT INSIDE DIAMETER • ' •• ,_ ... w (.9 z <( 0::: 0 LL.. 0 >-I-z :J 0 u Cl) z 0 - (!) ~ z -· -> z w w 0 a:: -en ;: CD w <( / > et: C) 0 z Cl') <( ::> CJ.. Cl) :E C\I _J <I: <O "' (.) 0 I 0 CD C\I v ~ ' r<) • (X) >-(\J 0 Cl) z -, 0 a:: n. Approvals !II C .S! !II "i a: co co I l{) I .. CD -al C . :::i: . ::i: .. "0 .It .c 0 . :r: . "? C ;: al .. C . Cl . Cf) .. C 01 ·-!II GI C PE ./2 Chie,p/f5" -~ ·- Satisfactory To: .6 -'-LU --g· q ' I ,. i' Plan No. GSA 41000 -1790 Sheet G-3 of 98 ....I <t 1- 1--~ co ::> (/) ...J <( z LL 2:5 0 0 . I'-IC) . IC) (\J ~ LANDSCAPING (BY OTHERS) CAMPUS DR, ~-B"CURB OCEMA 104-0-OC A2-8 811 CURB OGEMA I04-0-0C Al -8 EX. R/W I EXIST, GRADE '\_ I / SLOP[ \j / / / ----VARJc:s _J // ----I / / ----/ / / / / SAVCUT STA, 23+48.52 TO 33+90 I ~«f---'------"T0.5' VARIES 421-521 VARIES 321 CAMPUS DR, 1,5, 4,.5' , 27' G0 T 66 "' _::..:,--H'-":-"-l----+--+-+-+....:~__:,:__ ;H U') " 8" CURB OCEMA I04-0-0C A2-8 ---~ R/W I I I SLOPE VARIES 1.67%-50%1 ;H .,, ~ 34' E ' 44' TB.12'\J VARIES 4'-14 11 47' T 51' S'S 56' 6'\J / / / / 811 CURB OCEMA I04-0·0C Al-8 39' E 44' T&12"W 47 ' E STA, I9t3222 TO 22+69.52 56' fJ'W 46'-53' T 32' VARIES 42'-51.6' VARIES 4' -12. 7' #-,/,\ VARIES 66'-75:6' L.J..., VARIES 12. 3-20' EX . SAIJCUT R/W I I / / / / / / / / / / SUB· GRADE ;¥ VARIES ~ 5.77' TO 10.91' 811 DIKE STA. 14+56.61 TO 18+85 APWA 8" CURB STA. 18+85 TO 19+ 32.22 OCEMA 104-0-0C, Al-8 R/\./ I I f5' CURB --.11 OCEMA 104-0-0C A2-8 SLOPE VARIES / / / / / / / / / 8" CURB OCEMA I04·0-0C Al· 8 -----1 / /3 / / /39 ', E / / 44' G&T VARIES 3.42'Lrm 12.3' LT EXIST VR/W EXIST r ' ~. GRADE~ SLOP£ ----~1~ I I -SA\JCUT / / / / / / / 47' E / ~~rt~==~=~~~•~T&:12~•:wj /,.. ,t'--------'-'--...::_ __ --J:,i'--__o3'...:'.9_'_T.:...<:..!:2~)~-...,r CAMPUS DR. STA, I4t56.6l TO , 19+ 32.22 PROP R/W~ SLOPE l\ VARIES-..;_\ I \ I 3 11 AC S/W \ & SLOPE 2% (STA 2t69.98TO 8+22.98) 4• Pcc sw I r ( STA 8+ 22. 99 TO 9+ 20. 00) 46'-53' T 56' 8'11 VARIES 75.6' -80' 8 11 CURB OCEMA 104-0·0C A2-8 EX R/W I I / 11 SAVCUT VARIES 37.3' MIN 2'-24 1oW 13.5' G 2' 8' IRVINE AVE, VARIES 1s· f:t'w ST A, 2+69.98 TO 9 + 20 241 MAX 46 , T ,~ jj<-----5-0.:..:' :::..T___!. ___ ..J<~ 32' EXIST, GRADE EX R/W I SLOP£ I ~Rlc:!J1 I I 8 MEDIAN WIDTH ( VARIES) CONG.STRIP (TYP.)* I I~---20 MIL PLASTI C SHEETING CONC. STRIP* TYPE ~Al-8" CURB PVMT # 3 GRAVEL (2") .,,.,..~FILTER FABRIC 8"Cl/li'8 ,f/ J ,.____c /5'' Oli' l!J"AC NATIVE SOIL 12" CONC MOW ST/?/? 0 1 (WEST SIDE OF MEOIAN ONLY · FROM STA. 14+56.61 TO 19+85.70) ! 4" PERFORATED A.B.S (CONNECT TO STORM DRAIN) 1. /2" J TYPICAL SECTION · DET. 11A11 (STORM DRAIN NOT AVAILABLE) N.T.S ♦ NO CONC. STRIP SHALL BE CONSTRUCTED ADJACENT TO A.C DIKE a" CURB OCEMA I04-0-0C A 2 -8 ------~ SLOPE 2% LANDSCAPING (BY OTHERS).___4~ 4" PCC S/W 104-0, D1-8 1,5' 4.51 CAMPUS DR,· • STA, 49 ➔30_6·7 TO 54 +48:43 R/W I LANDSCAPING ( BY OTHERS) --....:::;;';J,-.,.,J 411 PCC S/W I I :H "' / 6 *SLOPE VARIES / / / / / / / / / 44' / / / ...j I "I. 4" TYPICAL SECTION DET. 11 B11 (ADJACENT TO STORM DRAIN) (SYMM£TRICAL TO BOTH SIDES OF MEDIAN) N.T.S CAMPUS DR. STA. 26+32.31 TO 33+16.32, 39+63.72 TO 49+86.68 / 8"CURB OCEMA I04-0-0C Al-8 / / / rEX. R/W EXIST, GRADE -!_LOP[ v,1;, ~ ...._____ ____ J"'Ic:sl SA\.ICUT ill ,-r-VARIES o'-I2' :lK,0. VARIES 4'-14' VARIES 49.31-661 8 11 CURB 28' 51 '8.lB'SD 33' G 35' E 47' 6'\,/ 50' 12'\J 54' T 57' B'S OCEMA I04-0-0C A2-8 VARIES 4 1-141 ·* -j- 8" CURB OCEMA I04-0.-0C Al-8 4'-i4' ill SAVCUT 1.5' -,,1' 'T,~c--t-V'----'Ac"-RC.:,IE=,:S~4'-=2'--'--=5.:::2_' ~ ll----::"V~A"'-RgIE,.;,S'-1------"-3~2_' ---1 CAMPUS DR. 4.5' I 661 10.5'-20.5' STA, 33+90 TO 49+30.67 20 ' 51'SD 25' T 27' GS. T 34' T&E CAMPUS DR. I CON'Si'. V\6v'JA\--J-S w11H Ylfl?i.AN O1'<:AINS AND Nl1H A MINll-"llJn Or GO% 1-tA'RVSCAfl:1 -Pt;~ 5'1-P. 'f'vAN N°. II 14. CONSTRUCTION NOTES: 0 _. -15' AC PAVING ill --18' AC PAVING NOTE: B" CURB " - UTILllY LOCATION AND DEPTH TO BE VERIFIED BY THE CONTRACTOR IN THE FIELD, ENGINEER TO BE NOTIFIED IMMEDIATELY IN CASE OF DISCREPANCIES. CONTRACmR IS RESPONSIBLE TO PROTECT EXISTING UTILITIES IN PLACE, TELEPHONE & ELECTRICAL LINE RELOCATION PLACEMENT TO BE IN WESTERLY PARKWAY. LOCATION TO BE DETERMINED BY PACIFIC BELL & SOUTHERN CALIFORNIA EDISON RESPECTIVELY. SEE RI_;_ RB. THE MEDIAN SHALL BE FINISHED LEAVING SOIL BELOW ;rop OF CURB, SUITABLE FOR LANDSCAPING !'ER DETAIL 'A" a ·a· THIS SHEET ;;:... • • R/W I . . ili EXIST. GRADE OCEMA I04-0-0C A2-8~-------~ _.r.--r -- 40' W MACARTHUR BL VD ill.H~/-::' ____ 4_7_' _E ___ -,1' 401 ST A, 21 +66,52 TO 25+50 VARIES 2'-14' 4" PCC s/w R/W I I a' 811 CURB OCEMA • 104-o:oc A2-8 SAVCUT VARIES 36' E .v RIES SD 47' ·15"5 EXIST. GRADE !--EX I I R/W ;H U') r--. 45' 12'\J 47' T STA~ 0'5~+83.48 TO 59+92.92 44' 32' 51' s·s 56' 6'\J TYP, STRUCTURAL SECTIONS N,T.S, ' 5' 50' 12" W VA RIES SD ,1,«---49' ( -• w t, z <( a::: 0 LL 0 >-I-z ::) 0 0 ::. er: ::;; 2 , t.J 0 a, "' CD .:. ' c,, r-I -st (/) w I- 2 0 0 z -0 .... z 0 <t w !JJ ·cn ..J d:i ~. ::}. '<t I-C ~ C/1 Ir _] I-<t ~ <fl f-w l,J 0 ~ \!) ~ 2 0 w <( 0 "' :c 0 " 0 <[ ~~4;] Cl') 3 <.!) 0 z -1--z w 0 0 w -s: Cl') w ...J > er <( 0 <J (/) -::::, a.. CL (\J ~ >-co <t en t-I u 0 (\J st I -I") CD (\J ci z .., 0 tr a. 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R/W AND FENCING STATIONING 7·21·8:l I EM.R.11, 0 o' !2. ... ~?'i ' ·v , Design: RGW Drawn: RGW Chkd: D l. Date: 11-15-88 Sym. I Revisions Date I By F 0270-266 (AE) (3/78) • ' 25,;57 .0002 FINAL SUBMITTAL .. ·:·.·: -·-1---' --+----------F-ti--~--_i --]_-_:_-__ ~-_ _:--=j:".:"_-·--~----+-· -t---\----1--:· __ --·_--_ ----· :-::z .... -·---·· ·-__ , -·-.. ------·-· .~ ----- -:.t __ _;_:_~-;-~--,- --. _-:.,.,,:i=-~ -----·----· -·-· · • 4 -.. '-----: -- ,-- -{-::~ -;_;~ ----t L -,. ·---·--+----+--____::t::._ ----- ;-----: .. ---,------ -· --·-1--··--+·· -•-.,-,...=·~-.,--.. ::---~t:.-:-_:1-.-=-----·· -r -! -,--, t ; --~ --~~~ (=r=1-t ;-r-r ~~=--t-~==" __ ~i-:] • --~ ' "" I -~ " --'--J--; - ,_ .. ' •-.. .t:::-_:., • ----·•-·-----,--,. ---"-- 40 2 -, -------·-----·---· --·-•···-··--. ---~-- 1 1 -t-00 12+00 13+00 14+00 -------.. --=1----··--· ----·- ,_ PROFILE SCALE <rj ~ ~ VERT: HORZ: 1n = 2 ft II! ~ = 40 ft I CONSTRUCTION NOTES: "'--~ b IN I (._) . 0 z ...,: I (/) w w (/) <( I- (/) w z ' G)-----1 TO BE REMOVE9 (ITEM AS INDIQA TED) j ~ .0-' 2 0 ; ~JOIN EXISTING i : 0 ! @ : TB BE RELEl0i'<7'ED ~ITEM i'<S ilj810ii<TED? ~ ti; 2 i ~ SAWCUT EXISTING !_.j r;'.j 0 , @--+ FEATHER TO, JOIN TO THE SATISFACTION OF FIELD INSPECTOR ~ 2 o:: § ~CONST. 8" CURIB ONLY PER O.C.E.MA. STD. NO. 10:4-0-0C, A1..::tl. ~ , Q f;5 "' I 0--------; CONST. 8" CURB AND GUTTER PER O.C.E.M.A. STD. NO. 104-0-0C, A2-8. ~ 2 CURB I t0 ~ ~ CONST. 4:: THIC~ P.C.C. SIDEWA~K PER o.c;E.M.A. STD. PLAN 1205. ~ '° , <t: 1 ®---7 c9NsT. 15 AC : & , i " I ~ ,~-)!:~ ·~ 2 WATER SERVl,CE CONNECTION , BY MC WO 1 ; ~ ! :' i @-----+PROTECT IN PLACE (ITEM AS INDICATED)._ ' • i ~ ,®J I CONST. DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH STD. 166-U l.i ! tG 1 ~INSTALL s' HIGH CHAIN LINK FENCE PER F.A.A. STD. SHEET NO. C.-53 1 l,;W------.:~~:::::"~--t[:J~ ~@ ; 80t~5;. V;':R!;C.8~ IIEl911T StJRBiAT o,0181( ~F 518[\V/<LI( PEFi! BETJ!<ILOOl1 !t!IEET ,~e:c~=r. ; 9--------i PROVIDE TWO (2) 4" PV~ SC H. 40: PIPE SLEEVES UNDER ROADWAY PER CPUNTY TD.; : /),~:EXTEND SLEEVES 6 BEYOND: CURB OR : PAVING INTO PLANTED 'AREA '.12"DEE 7 .m36 ; LAY IMPORT SELECT FILL Z"BELOW SURFACE IMPROVEMENTS. I I CURVE DATA ' (Ne} • • 1LENGTH ,DELTA ff ADI US TANGENT 1 ~9A59'73• ' 35.00' ! 54.97' 34_99'-' 2 Gl6A 44' 44" : 35.00' ' 4.12' 2.06' . 3 07'"'0713011 521.25' i 39,9,5° 20.00' · ' 4 07"23'49" 321.25' I 41.4 7' 20.11' 5 07A58'11 • 658.88' i 49,92' 25.0Q' • i SCALE IN FEET 6 ll7A58'11" ' 358.88' 49.92' 25.QO' 7 04" 32' 02" 304.65' 24.11.' 12. 06' 20 0 40 8 \Hl'' 21 '37" ;559.97' i 39.96' 20.00' ; 180" 52'. 50" ; 5.79' I 18 .. 29'· -. 9 {HORIZONTAL) ' i 0 2 4 (VERTICAL) \ if.,• ""·------· ---~ --------_. -----------. -. ._ ~:--~~:-_·~~:~~~E --t .~--~::r . : :· _ -· -·--t--+ " : -.::c:-.:::t.: :·. • -------.. 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NORTH (NOTHING STA. 14 + 09. 89 548,202. 864 N 1505,963. 275 E BRISTOL FOUND) ~ z <( 0::: 0 LI- O >-1-z :) 0 u 2 Cl p 0 w (J) w -' LL 0 (!) n::: ~ (L z UJ 0 Qz ~<:( w > 0:: 0 (/) ::> a.. z <( -' (L ~~ >-<( (1> <( 0 U N <t r<) al N 0 z -; 0 0:: a. ~ 0 <( 0 n::: 0 0 • 0 q + - • ct ... (/) 0 ... 0 q 0 0 -+ --• ct ... tJ) I.I.I > Approvals .! Ill C co (X) t IO -' .. .! Ill C "t:I ,;,,: .c 0 .. C i Ill .. C ~ t!) IY Chief .-'1./\:'~ /r/ef,> Satisfactory To: ;;;. -lt.f'-9''1 Plan No. GSA 41000 1790 Sheet ' of 98 -...J <( f- I-- ~ m . ::::J /J) ...J <( z . -lJ.. OJ 0 0 0 !?; ' IO -.N PROFI LE SCALE VERT: HORZ: @--- i n in = 2 I") I 0 . 0 z t-'. I (/) w w Cf) 0 0 . 0 0 + ,- N • <( t- (/) w z ::J I f::? <( ~ 40 / ft ft V I x CONSTRUCT UNDERGROUND DRAIN IN MEDIAN PER O.C.E.M.A. STD. PLAN NO. II 14 ALTERNATE U MODIFIED PER DET. "B" ON SHEET C-1. ~ SCALE IN FEET 40 20 0 40 80 'i..... ..... 1,.... ..... 1 .... __ __.i .... ____ , (HORIZONTAL) 2 I O 2 4 1.__._1 __ , ___ _., ___ __., (VERTICAL) i-LL ':l 0 0 N N ' I ~ C,ot,JfJg,cT f'RDPo.s ED Ur0DE.PJ)l'l.8-I fJ TO p '/.LST /YI.ff, /6.D. w C) z <i: 0:: 0 / .. (.) ai 27+00 1')c • / !'--·/re.:_ --~-co --.-!" '83 I'-+ • "' "' 1 & @)--PROVIDE 2' EARTHEN BERM, 2% .SLOPE TOWARD STREET. ... lL w ..J "' m "' "' .. (.) LLi 28+00 i ' w i-1--LLLL WW ..J..J o-o NN -N Q.; z <[ 0 j:: <( 0 i-z "I w 29+00 t I' 30+00 G z 0.. <[ u ~ z <[ _J 30 _ _,_ ____ -L ••• 31 +00 NOTES' () 5T££L PLATE AS FOLLOWS • 4) t • o/s;· /Z 6AtlGE MIN/Mt/M /J) WEIGHT .PEI/' PLATE M{IST NOT E}(CEEfJ YOO LBS CJ .PLATE .SHALL 9E STlfESS li'ELIE//Ef} ANI? STRAIG/ITENEI? ArTER rAS/i'ICATIOAI ANO Tl/EN GAL//ANIZEO. ,Z) S7il!NL£~SJ7F!i:L ROlJ ANC/-10/i'S SHALL 8E S.PAC£fl. A MAX!/v!Olvl OF /8"C-C. Th'ERE SJ/ALL 8E AN ANCIIO!i' W/7#/N 6 " OF t;°ACJI £NO OF l"LA7E .STEEZ ?LAT£;, I R• ,z "-· --·-...,,===~_J ' • .-. I Lt, J'/;!" FINI.SM Ctl/1'8 FACE---.. Gli'A/JEI MANIIOLECC:O~//,'.'.::i<i~li'L".::·-:!~5~~!~_P.=_~=1._WT=~=--\-\::,::-=i1rr1 I I ~ I I 1 I : I l{) 1 I • SEC TltJN B~B Nl.S. " .,,. ,, , STEEL ANCLE PLAT,.§2~(/RB' FACE. • 0 z .. • ,.,;,-y.~ \. -Cl/RB FACE? '1.i c::{: / t-'. I (/) w w (/) 0 0 • 0 0 + ------""-==.:..:.= ~ANCHORBOL"A~ ~"b '. , MANCIi/NE --.', · .sc.RcwrrP I'.: :,;. Iv ,. .... / • 8 "_,,FINIS/IEP ; 51/RFACE <( ~4. . ' ,, 8" f--PC.C. rY -nMANJIOLE ~ I , Cf) 7YP 6'" ~ I SlfAFT--' 1 • IL....J".'--1.... W lYP-, ~I • : z SECT/ONA-A ...J-IV-TS 3 • ~ ~ . ~~-.. ; ~ #~hJ'T''---¥,9''></"FLATIIEAO I ~~t , STA/NLESS STEEL /"x5"S"J;4!NLESS STEEL /i'OO-~ ,: . -; , MA"C/1/NE SCREW. ANCIIOJ?S PRILLEO ANO TA?/'E.0~ ;··-• ; -; COI/NTE/?S{INI(_ FtJI? 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[ l ji !l.1. '· 1 '1· il I i ! ' --r 1IHt+HI . ' !i 'i f i!I! ! I :M HI' 'llill"I " ~-; ;1~ 18¾~if' • ' • • ' ' ' ' I,, " I::_ ::IJ . i '· 111, I I• I' I[· .• I :11--.. .. 181'~! · Hl d'4+'+'··i .. ,:-u.,.'-<W-', , •• -:tttt-Jtt++" '"""4-'··,+-',,_ 1 •1;, '" fT i ; i ! -+; ! j 1 ; ,-, ! • ·[·1-;-~--J • : , +tt±· "j .. ;,.,.,+ / : ; : I " . ; I _, l l I .,,_,_..,.+4.W..->--1-W , , .I , • i : i I i l " " • , , . I I : , • I . . I. ! 11111 I •. i . I ; I : ! : j i : j , : ! : t : I i :--... ' ' .,i l1 ' ' i Ii ! in .. • • , , : :: : ili i : • • i :~ • J-< .. •-H·41+~' ; [ :i I • j : f! • ,: ::;,: ; ,: Ii '1 1 .111,1,,111 ' 11:11111,1,1.c: 'l l'll illl l"'dlL j, : 1: ,' 1:: : ! 111 :: :' : ! ·,!: ,,,.1 1111, ,1,1 ,11;11,_......,--,11 ,-,,1 I :,, ,,,.,m '.: ·';-n111 _. , . :. . , ·!:: . . ::t : 1 , · ,11:i1 : .• , . , ,11 :1,111: .. i 11,, .. :11 • 1··. ,,.'': I·.·'•:· •• 1,. ''1,,1 :, ;.11· • II :J: I ;; i ! ' ;f "-1-H+t+II ' I • 11 i •·c.;-11-1-.11. 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I' •i:, I '· , 1 ,· I T :'t'. . 11,, c"$t,il:t ' .'Eti'.01$11~1+-, ~·t.11 •. 1· . I ·"" .,.,, .11• 1111' ,,, !I : .. , Ii· --1 • • : !. tcr• cj,, I 'il:II, ·#-1 l.i 1II I I I +I.I: ,,; 0 0 I I Ii 1 !IT'"' i+t!fo . ·II'.,: Iii 'H+tft-1-H+ftH II-. ...i , : ; ~, rn""" .. ""' ~ "jrn, r~W ::Hl+l+J-1 -·• · --1·r11' ;_ • : i! ! :I ; i : ifh ! ;~: 111 ;. .1...w.u.t.,.~1,0 , : I i l i 1 : 11! 111 T II: i I ", 1 l ii Ill! UlllL. ' i ll t • ! : ! I j -tH: . I+,~+,. _ _ I I , , _ . , , , 1 ! • ::: ~+++H-1+:·'l1 : ,,;.:~ ,.l H -1-;~;,' ! i . ' ! I I i L+ '---h'i+'H i i i ! •i. \i:' :;·. ri, ;• s.C (}] i --, 'i ll.,_,.:+-': --1 :nj 1111 ' :1 1!¥L srA. 45+,91.40 cL DRIVEWAY I! I! I ! I ,' JlJ t:= l\PPROAl'.H ( W= 16', X= 3') END VAR. HT. CURB -I>-; '. ' ' '' I :_,L-'. ~.. 'I ' +j-I I ~ i . .+o+l-+l-l-•J.I. : I. • ·' ' •• II IHH+l-1--r'f+;>jj i i ! :rm lqll ! i '-i i i11 j1: ;, ' • ;;...• I ' '' i ' 1• j I ,. •11111111"' ·1·1111·1J"II I· ·1 ··111,i 1·"111 ·111·1111·111·1·:1 + •r• ' ,~.,.,,,,-, •,· i, , , I 1,,. •'l lf !II~ •·, ,I f.,, '" j ,,, ",,, " I',, --• ,i,..'4(, r 1 .. Ii @' ~ 01~~ ;,,ffirn ;i l!J:r-i__.Jj_ . '; OJ N ~ ~ ~~ ~ ,! ,. ,,.,-,,. r: "" 0 <5'\ (/) '.i. ~:!' &i.,,:,.'\:i'»1 -· , ;:J ,::·,::_:, bJ:·· rn~ :-1 :! -,th -\~.,,rr ,, --~ l 'tr> , c...,..i , ~"- 1! ,,,, '-i 11 '1 • 1·-,,_ -..0 ~ ., •~.,.,, '"' 'lll 'i , I l 1! i, ; Jl or:r:r :, 1,11 .-~:·m 11, 1,, 11r'r7:;::i;rn:11rn1 • 1111111:Ho 111,1.111,1111 1:-, .,; 1: :~1 ,I. 1::i:,, . ;, , + .! -L· ,, : '1 ltt"t' ,,.11 'H!J-1--• ·; :rr· 1 I . I i I. I tr) • ; : • : i H+-<•Hl"-1'--'1;.. [ \ '. ' '-,-', : •• • ·H :, : :11•;--•1 °,-, I I: i 11 ' i ' I : : i : 1 STA 46+07 5TART VAR. HT. CURB -I>= -7J 0 :-0 • ;o ::0 :!!~iJ; f°>"TIJTl<X01c5 0 0 (I) rrJ fTI I •::otr)~o..., fT1 -0 J> 0 ---. --::co ZZ ::j 0 t/.' '' .• , '.' •!·· .. I ·11 '·. ", 'i ]", J th, . . , I ' 1 !L-,--''"""=" ,,,4.5 SIDEWAI..K , • ,t ,, " ,: " • STA.46t60 SW OBSTRUCJION ', 1 /.I I' : i ii :,t,--·-·-r+l.:. ~ ' ' ~ l •·,"'. )_,L L l I: I ; i j I; I I ' I : ;I : : i ! ii ~"'t t [,:· ~~·,-~',iif l:11~: .,, < 0 _., --1· or fT1 z rnO -< ?'" ,:: • r:, = 0 ► s::: , I~ lo • I , r s!l ,t.11..,. ~:-. i•. ', e>--n 01 SEE DETAIL 14 SH T C-22 FOR S/0 i/ /J) 0 :c o OJ>ro ::orz-<l:> o -0 . . .<JL., .... C ·-< o 7J ► fTI :::a (/) C "O )> ►o~~ {/) . -+-U) •-/'Tl-,--Ft-' --"' :;o O ·---· -----z z 7;' 0 ll • -"':-fm~_-,,J~, ' -0 ,, C 1 .. [111. " .. f.~r-y6 \:Ji' I •.".5". uG~.T ~ .. '.;'-.;., ossTRucT10N, 5' sw N/O ossTRUCTl oN;.,f.li,'.mJ.· ..... ,, \i ~ 1/)l . _ . c,:;,,__'t<i_n ;,,L:0... TO DWY . I.Lu ! lLLJ. I 'fi U)L, iJ} i ..,, l.-.::,...__,,____fTT .-;,, •,TJT!I J..H-·h i Tl"' I!: ! : : : i -... ·,!· ,t Ii" 1· !l!=,1 ,.;e;1,l i l!(] pj ••--i ;'. ... ro -I> 0 .,, ill /J) r m m < m /J) <J') ' CD m :r: z 0 CD .. :e CJ) 0 fTI "' 1J ;;: z rri»fTl'"Oo rn ~r;o "TI ':O )> q::Orn -<a, O;n ► "-a mO ► ► ►• --o rr, o d -U::o· I:::O -0 /TI ~ -u CJ) [JJ )> n ;,; 0 ,., :::0 (/) )> fTl 0(/)· ;u .,, -VJ 00---10 :tZor, ~ • -; 0 .,, ::0 --0 ► fTl rn ·rrir r ~ ::o~~c.o 1:: o:O · 0 A ()"1Zz. ..,..., m zo· " ~n· u, ~ J>-f'1 -.. • -- u --l -< ,, fTI CD: □ ~ :-i 0 0 • fTl Ol Z ..; )> 9 ;,,: ZO r ON N 'U~ l'l ,., ;o -;o 0 fTl r'l )> -; 0 ;,,: 0 r rn (/) (/) (/1 ~ 0 z (/) :c ,-1 0 ' N "' Z )> 0 0 or-Ufll () 0 ;,; l'l ;;:: )> ► 7J ~ l> ---1 rrl p (/) !' (/) 0 -; . m IT'l fTl O o O" :::0 0 tB.,.----· F-__,__,_ -----~ rn H i &J _____ E '·~---,_ '< fT1 9 il: :"1 0 l>' rii Lz g: VJ 'P ...... )> 0 -• ' 0 (/) z +--; 0 I o· o - I -u O 9 r ..p,. D )> I • i d i .,~ 32 1 . -z-o--:i>---1-'.' l l,-,;, . ' -cir y -Uf'1T11 'Lu N O I ~ f) p:i )> ,.__, I Ol NEWPOR1f1[ BEACH -- :j H OMIT CURB I 2'' EA~.~ iSIDE OF STORM DRAIN Mf\~QLE INSTALL STEEL AN•G!.E CURB FACE (MIN. 12° .. GAUGE) i I! .. ! I! l !! ; !! ' I' lJl ~ ± ;: tr :: : 1 !'~~,~ Ill ;iJ:lllili j'f t ;i -j!/ 1! ' ~ 'i4-·~·.:t., :,~ :LJ r, r,i, i '" _ i l'r vii"~., ' ,v~ill~':"I !j ~_,..,ffi ;i 'i: Ii ! ! ' ,, I ir ;:\''~,! ,r.J n :'' i: i - la ,')s~-t1 ! % c}\:+i :j! '.f(:f}~li 1'it%..~·t. •' (tJ.,. \i 1,~r-1 ,,.~ ' ~ ✓= "" STA 47 +02 10 ENO VARIABLE Hf_ CURB STA. 47+16.10 CL DRIVEWAY APPROACH (W=16' x= 3') ~ • • STA.47+24 'Im\ START. V. AR. HT. CURB,.0. ~® SEE DETAILA-Afu Ill rn ----.. ·----y-, ··-X . . '· -., ' • ...... • :' ·--, '~-·-,,_ \,,u, (/) II . . . .,,. .... ..... ,.., .,, "" z (') ,!:s}COUNTY OFl"bRANGE r : ,~=~~~:R:.:T~~lu::W:Y APPROACH (W•l6' X=3') ~ /~) tr~ ~. ~.n:~--, --:J,·_ .! Ii 1ii ii: I ·~'"'-i'J'K&,<_ t:!hl 1. lr i 1. •• "' lii1~ ;;·iJ.1 1 I '1 ~ 1', . -~ STA.48t64 k:l 71'~-~;: l i t/ t ~i L, ~! ,f-,-l " ,; ,r:i,t , 1· "1 ,!di ;,$:1 ;fl #J • >'$ 1Jfc i 1,:R '1 'f' ---~..,-:--END VAR. HT. CURB ... J,:;t:5:'-.. -~-G . --· .. -f!r,o i ' ' !', , .. :'.4~"t1) , \ L -. ~P ,:. ~ ffii.~ t '•--;, (/) :::0 ·1 ,. . • , . K ~ ""-C fT1 "'.' I :.L 1. j. 1/) j ! ',, N -n "·•·I"'· ,,-v:::os::: i(l!J,li', PIS • :::0 ......, O '-·-' '' K O ., 1/\iL . ... -. . -,..... < ,, ! 1-..,, ·-._ '-.<--X" ,, ''!<& i l , ' •• -+=7'~ ·,0 ·fl1 • STA 49+ 24 •• 1 • -+"'"11 , il ;!i:1>,_.-•./,..-L-.f-··-~1 =·rr, START VAR HT CURB f:::;..,._ ·-...... _ ·P /! ! ' ';!_~'I]'.'.; V)i : . .t!~~ rrl • • v ~,~ A :!tt!J1,.1"r' ,-·-·.s:2-x7sTA49+3G ~ ·.err,~ STA49+50.00 tDRIVEWAY ·-····•. ~ ':·,1l:,. ' .. -~t~-.i .'--1 (/)-1 EN:Q VAR.HT.CURB N O , 1 = , , ,: ,,, -I I Cb' , :Zr ~I '(/) r:::..,_ (W=28 X=3) ~'; I "'I ::,i "' 0 "'~ol1 z STA .49 +G5 • v ·J>O l\)(')7J:;Q ·--·-'"""'-··:·,,;.;·,·! li9' ''.lrjl i ,--,':Q)~I 0 START VAR.HT.CURB 0 o ' o "' m ,-·---.. --1 , '" i • , -1,1c t I ;= I l r. , ! • '""•!<, -t)-, : : .__ ! ITT a :-i z ;;: z ~ 6 ' I f, ii! 1 °' • ,iii -~i$>! ~ • , _ 0 ' . , ;: ~ Fl~ !;' ~D t "''STA. 49 +""8€;1,8 8 c:2rTE F'T T hf: ' LI II /l n!f1f<;--. i STA. 4~ff86.68 BC, 66.00 LEFT '.'.:Jfll f"l' m-1 ENDAI-BCURB 12':1,.,r,.2' r d!'i: 1 .. ''·"l·-"1l·., ·Qi. • Q J> s: ::o ";, C/l rn B E G 1 N AC DIKE 12' LT. 2f'l ~ ,' I: i , I /1 Ji ~IF" l · 11,. -! i38 VJl>On liiEGINACSLAB -.,\-,· :',!; ,:\!n'•1 l i. R.OPOSEDCATCHBASIN ~ -o l> ~ n ~ i: END MEDIAN UNDER DRAIN"'! :.-I.I ; '. • ','. --,r.• 1_ ~.. ! "' ! SEE SHT C24 ':,:, S:z < o:,,-·•,t : . 'I 1 ,1 , 1 V ,,, l ::i::.() 0 -< r 2. , .. , ·Li.,·, a,., 1., , -o c n . .-·, , ,., 1, .,,.,,.. , • _ c, rr, rn :,;;;: r ._ . , , 1 -i:: 1 1 f1 ,_:~; :~-$' , -..... Q .,,z ::u..., z -, ·, I ,, L, _ 1: },rr.~8'1, ""' -DO--·-'----,'• ,· ,,; o'' tn ml"l O ~ £; ~ --·-----•-!'! II j:jll· tJ o o::u z -~ ~ ,i I· , _,p '.·-• G) )> "-'I _,J-q . ,,. ,t'-; ·'\- -- STA. 50+ 81.90 (CL) CONST. STA.50+81.81 BC SURVEY b i::; • C: i i -o::0 ~G)SI'~ ST,A.50+54428C •! • :i1[1rr)tl j '. '(!:;)I"✓'~-"·· ~g '.:l~;'JO 12LEFT BEGIN TRANS. , i)l~t~\i "i ······. ;·l,c-,·.·'·••.{;~ ... ---· .• 78.QOCLEND.4.5'SW, Z -m O 111 ! v ·-------+·+-' · '/i;,;-;,-·--a, , , ·?,:<,TT;-· I. DSOAPING oO . Ou> :':::'1J ~.. i ""·-.i/, •. .. ... , EN VAR.'HTCURB [Tl. z J> <' m ~ T ---·•-·, -I , 0 ;! 9. m Q) -1 ° ·· · m---,H:n-·;;o. ----=· • ----.. .. ·--·-·--1-HJ1', · ,y l>jg._ .... --<.fll ...j'o --.................... -;'--, STA. 5C>+93.0© CL ~RIVEWAY . rz :;:: OJ O ''l "•--·-·1 ----~-·--.. "I PPROACH (W=30' X'~3') · ='1J n )> en:;;:_. -~-----• • ,f mm ::EWor =::o O fTl .;: 0 ::; -zo o---t o m (/) [Tl .,, 0 I:;:: m Z l"T1 l> ;;u Ul [Tl o::c -, VJ m f11 -I ~ rn "O '·::' ~ ' --, "O r 8> ~ z 0 -I> (") I O') (/) ::r :g ·- -1>-z 00 zo (/') ' Ill: N m N rn ~ :z p 0 • N N (j) (/) l> .i:, -:2 0111 b:::1 oz 0 ,. . ---.:· - ~ -I> m 01 Ui CD (f) (I) (fJ OU!" -1-0C 0000:c:.~::O .... , -< C>J Ul f'T\ !"fl "' --< u, <J) 0 ??) + s: "'Y! 2, 0 C'i N Z c,ot.D CD C .,,z -;;: n "' p z ;:: -4 7J ~ C 'O (/) z 0 :,J < fTl JJ :i, MATCHLINE STA. ~~ ~~ ~IS "-i)j ~ ~~ ~ ~~ 01 K 51 +1.00.00~SEE SHT.\NO.C-7 ·~b ~~ ·~l~ ·\,~~ .'c) 9'6' N <S>~ \', o0 '\ )> r r . ~ -_,_,, --. 1; if.ton· i;if ..,, . (n C C 'QC, Z "CJ < >i' a il:,.ri 111 :v :a _'1l ~m-t21na al ~m.mn ► -t.. •c~ ~~~ ::i::t <i,, ~~ ~ ~1::t:,;: 47~49 8 ~ ~ K SL/JG. COR'. I llrc:,,,,, '\ ;;:: 7J ;o 0 < c.,; :l!'C".) 0 -' •-· 4--f.:o ·~-E~,o . -. .Ac ~ ~ ,-,,,..., "'"'"' S::, I ", ~er;, "' '"' ii:"',-,; i;il'l:;,_ "'" cl; 48+Z2.S Tt!.P ·;y- '.N ..... -{ I % ''-'l "Cl m en ' !~ [~ D> ~ !l t-:0::---; ~ ::r '< -· -I !2. !=! :;& !£: )> ,, ,, ... ~ Ill in ili.C'Ji .,,, ·,..6' ·-!,?~~q '" ;;:: ,.., z -i (/) i$ ··-•• •·-· ! ' ...... · '-.· = , .......... ;;_ _I•.·.\. :' rr r • .' ... '. <>· ~' ';. .. t ·< ·\-r.. ...;:.,-m ··~;>.,1£,._~~·~, ·-.;_. • ' -'>, (~'.· ~:' • s-:1 1;:: ', t,, ;:;, i< ,':. ' \\• ' t, -,,-, ·:.·; ~ • CAMPUS DRIVE WIDENING ROADWAY PLAN AND PROFILE CAMPUS DRIVE STA. 41+00.00 TO STA. 51+00.00 PROJ No. 2831•420-962 • '; I'.'" '.I'' I i ! ,. -i,. m 11W '--.J 1 -!fi 1:-:'I' ,·--1,1-., ilrl 1l l:I + 1 ,: 1 i u11:il+frr+H+i+1:t mrrrnJ% ~ · l,f I TT I o ll[,.. · ' 1! 0 ''I ·. l!lLj.;;.:.f~1H1111;-~11, 'l•,•11 : ; • ·-Ws.+Hf ·llht,-n-11;.,....-. +r-, ii 1. ! + l -·1µµ' '[' I ! ; ' I !i i mi! ill. AA+ iHHr'ji I.. 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' i ii ! i •• ,.. , . t,,1,··. .Jj' '.;l,\, ; • "I • I I ' l i !-'· ! ·'+++-1--l-++H!+Li ,,m,--• • " • • . 111-.·· .. ·'. "' rrt. I ' i : I : I I ~ ~~,i . ! Ii jbfr,t+t-H-rfm++ ,;_ Jtl· r n !l+Ri~! !j I !~!HliH±~i.+H ,uTrii11~il' ,NI 1·;, \*Hl;,;Di!i :: 1 , I "lll i 'ftfr if·,·•:,: •• "II· .;i1·~•· ill··· 1.•. i .,;' 'Jj. , .. , , . , .. -. i , .. ,"'·.. I I , , , f 'I ., I' ii U; ' i • _,, ljf1" : : "+i 1 i1J1.1 .... Jt:1~+-u1;.1.D 1 11 :i...1. 1 rr:i:· •pal· ',·ii . h ij1ilH ~i! "ti' i+l11fi ll 'liJ:1-1•! : 11 i : i: ! : 11 i I i iii :1: l i' i ! 1 ·:: :111: Ii "''tH ,;..!Ju.,, , :, '<Ll i'' I "' l.i '•Ll-t '"" ,r r .~ -,tT ' t., ,,, , , _, l)ii !ITT]!I] l1]i I, rrnrTTnnrrTTTTTTTTTTTT: n n ;Tr ,--11 ,·rn la 'l HU '! ! ! 'i ~tl"'1 .• ' ,., ' ''1 1·~, I • ', I Linl •-! .. !;•. . -, i'.·, fffi, i! :'; liil l llil Ci w.l,.1 ! Iii i; i ! i , : • 1, · · ,, : in rl ~-.. H-H+H+--Hi+'-'-- " :rt: ' : ; ' : •·! t ' il+L1+·, , 'I ! 1! "t"' ~;., . I I· ' , 1 I • : 1 • • • -• HH+-btl-t;"i : '11• j+ 11d . '. 1.11JW;.;.li J : : ; ! i i ! I nir,~ i.•.+ .1 ' ' . , 111:(ti " ' ' ! H H+thtit+Hi ''' +H-+1-t~j+ i TT! 1. I +1 AS· BU/LT CHANGE STRUCTUR'AL SECTION ADDED EXIST. BRC ELE.VATIONS_,VAR, HT. CURB,Otl f'll_f!K'll'AY. CULVERTS.ADDED <> MOVED g,fEVfS. SLEEVES, REVISED DRAINAGE, REVISED FENCE. . A$ INDICATED COUNTY OF ORANGE 1-28·-'ll I R.M.W. 1·'22-90IJ.M.IA. 7-21•89 I E.M.R 4-7-89 I E.M.R. -c.o 0 ~ Design: RGW Drawn: RGW Chkd: DI/MM. Date:· 11~ 15.~88 Sym. Revisions Date I · By F0~70•266·.~AE} {3/78} • 25;5•7,0002 flNAL. SUBMITTAL j _-_--_J ;~;:_::;~L~:_-~i--.:::1: :_f~~: J --_ __:;:__-----:J ---·---·--•--•-+----}----. -----,· ·--·-· -.-r:.:.: __ \ - - 1.-.. --,·:_::::----:::=..·--' ·'":i:· .. 't -.-=i::-_-- -. -----i--- ~::.-.5011 _j ------,---- --,r.-:-: F> -------'·-----I-' _, ---~ • t l'i; -::-_=:r-r---_;:___::__=: . ------' . -,. . . ----,.-· --------' -~-----' : ---' -...:.:;.:::_ _-_ --_, .. --·- ------, -------~-- -, . -~::.~ ,----~ -L:·· .l_ . __ :--, __ _ -.. ·--. ·---· ···• -· .•. ·--_...., -· ' •. ··~--' ... .l=-~ ---+ ~~--~-~ ~---=-J -~:.:-r.~ · .. ; ... ·.:: ~::·::;.: +--: -,-·----"-~-j~~j~==-~-::_-:-·-·•.:-~~ ., "" ···+ --__ _,_ --· .;.. -_; ____ ' :c -,------+---+, ,±=i=t:=:c _ G : R8=~of"c t a _, ~ si -------·--~t= :.;:~ -~~-~--: ---------~ --➔ ~---·-·· '·- .-------~---------,x PROFILE VERT: HORZ: I n In 40 2 SCALE = 2 ft = 40 ft -z. 0 SCALE IN FEET 20 0 40 0 2 80 (HORIZONTAL ) 4 (VERTICAL) -----, ····-· ~:_J~~~~ ~·~-~f\ -• ----' .. -----' - --'(:::~;-:t· :_::f:=_ +: t i:. __;::] __ +:''::_ --,---' -, __ ': -L . -:-----~-+----·r---+- --------.·::. --...,,_ __ - - I-'---····· ..... -_ -J---; --------:r: -,-· -----r--·. -----. ·---+------------_, --c ~~:-~~ I ---T-ERL : -, ' -E --+----+----t-F :':+:--L:-3 =+==:-,:--:+_=::-~~=:::;,,:-__ -'-li-i=--'-~~-=~~-t = ~"--;:~ ' -------j -,-----I -J-. ---1-_____ i:,:- -i ---, ____ ' --' ... ----:--1~ ~r :-::t==L--=;:===+-'-_'--_+::-:=. ·=r=---=:~=:=-=-=-:i~=--~-=f~ _£ce~cl cf ~+.c~ --~;c,: ~~ / / --·-- - " 1 ,.;: __ ;.:.::· ·: ; _--__ --:r=:=......;.. " ....... +-- "" ' ---_-_----.r --- ---:J=: • ; -~ -:c ~ - ··-I -. . ------- -_, ------+-·--·-•. ••• --~ --➔-____ ,_ - --. -----, ------·- . ------· -~---: •••• ,.::_:::c.----=--_-"\:-_-_::-I:-_~{-:_::_ ..:-.::=-~-=-~ -------.-"t_----·-------_--_-__ . __ 1 _________ -_-__ ' __ ..... -··.·-··:.·.J..-. •.• : .... ---·----... 1.:L . ____ ;-__ --L-_-r_-_____ ._-_-:: --t ----------+--_----< _____ ··.:··-_ .~::-_;_:_.~--..:___:::::~~t-------l---_~;l_---·---_:_-1--·-' ------<:c-----+ - 58+00 su 49.,.5z~ fCI/MPtlS LJ/i'/VE ill 60+00 REM&//£ E/157 ?AYEMENT ?LACE /8':AC 'lJEE? LIFT'· Fli'tJM STA6E I CtJ. PLANE TtJ 7'NO/i' tJr i CAM?t/S OR. ?LACE 8"AC (MA ;!/,! NECESSARY 7i ✓O/;V AT G/i'A/JE l'i. 'Lt} T/1 (NO) 1/VE . lk) tJ Vii' 1/li'EAS 8EYtJ/41£J "!JEEP L/rT"li'EG. ION . 2 3 •••• + ~~'. __ •• •• ---~-----. --·--. --'-·-- CURVE DATA DELTA RADIUS LENGTH TANGENT ~A A ' • -' ' -' ------· . 10° Q7°23lt 1200.4d' 212.09'. 106.32' 07Q 041 5211 !585.80' 195.98' : ' -98.12 I I COLO PLANE OETA/L NTS. A •1 _,, ' -' ---' /4'---. ·---·-ffi ! , ! _.'E XIS TING SURFACE IMPROVEMENTS. 5 18' OD 'OD/" 6 17°1 z' !511 7 20"l5° 1311 i 8 '!/0 °0000" 9 19A40' ,,,. 10 26°20'21" /4; 11 86A54: '52 ~ _ 12 180AOO'OO" 13 20"36°35" c--.,-..' _, __ ,. -· ---·-~•A ,..,,..,,. A ' • -A ,_ " ·-A•-•-" ----- --A t-._ .. --. -- CONSTRUCTION NOTES ffi@--LAY IMPORT SE:LECT FILL Z" BELOW SUl;l FAC E IMPROVEMENTS 1.518.89' 1589.80 ' 1200.00' 35.00' 1249.00' 12 00.00' -32.00·· ;.. 2.00' 114.od ,., --· -· . ' • ~' . ,r ' --,e _, ,_ -' -·-- . _4Tl.24' 240.~' 477.36' 240. 49' 424 . .19° 214.33' 54.'f8' 35-oo' 2 ' -4 8.83 _ --·21b.55' ' 551.68' 280.80' _48.54. 30.32' ---' 6.28' --- 62.59' -3 I. 64' C -' ............. -·---- ·~ ._, -~ . ' _..,.,. . ,.., _ _, ,., .. '7' --_, .H .,ee,!. .... :......::-. -, . . ~ • ;. "'. C: 1 ' :-' . ' -·------ • ~PROVJDE TWO (2) 4" PVC SCH.40 PIPE SLEEVES 6"BEHINDBACKOFWALKl2"DEEPMIN . • @---CONST. LOCAL DEPRESSION RER OCEMA STD. PLAN -N0.1308 AND PER DETAILS ON SHEET NO. C·ZI FOR LOCAL DEPRESSION REFERENCED. G)--TO BE REMOVED (ITEM AS INDICATED) @>------~-JOIN EXISTING @ ;;i::9 BE ~ELSS,,TEB (lltt.1 hS H♦DIO.\T€8) G)>-----SAWCUT EXISTING -" @-----FEA THER TO JOIN TO THE SATISFACTION OF FIELD INSPECTOR @1---------CONST. 8" CURB ONLY PER OCEM.4 sm. NO. 104-0-0C, A3-8. (!)--CONST, 8" CURB AND GUTTER PER OCEMA sm. NO. 10:4-0-0C, A2-8 .. @ ---CONST. 4" THICK P.C.C. SIDEWALK PER O.C.E.M.A. STD. PLAN 120_5 @--CONST. ACCESS RAMP PER OGEMA 102-0 -0C, TYPE "A". ©--::::---PROTECT IN PL.Ar:[ AM . AS INDICATE:D). @--CONST !8" A C 3 --~~--CONST. 6" THK, P.C.C. DRIVEWAY APPROACH PER CI TY OF NEWPORT BEACH STD. PLAN-NO. 166-L ("W" PER· PLAN)- LaJ (!) z <( 0:: 0 LL 0 ~ z ::, 0 (.) (!) z a:: 0 en :::, a.. :E <( (_) z <( _. 0. >-<( ~- 0 <( 0 a:: • - ~ V) C, z 0 J-C, u z uJ w (/) :,: __, 15 t2 ::, J-u 1il 1-- 0 z ~ ~ I-z <I) 0 u Lu "' <.!) "' 2 ___) <( LL :r: 0 u oc 0-- 0 0 • 0 0 + CD ll) • <( I-C/) 0 l- o 0 . . 0 -~ -ll) . -<t I-- Cl) l&I > a:: Q Cl) ::, 0.. :E <( 0 QI -ca Q UI C 0 ·;;; 'i IC . E >, (/) ,--- .. C N ffi •• co -a, Q I 0 N <t I .., . a, N .. C ..., 0) 0 'i?j 8:o Approvals PE_~JP-o Chief /i{JS_ SaJisfactory To: ~ -/1/--8'? Plan No; GSA 41000 -1790 Sheet of98 ;__J <( f--- f--- ~ CD ::::) (/) "' 0 0 q r,.. LO • ' LO N ~ t:_,, e ... w· ~ ~ ~ N 0 ~ N 0 " i, REMOVE EXISTING SURFACE IMPROVEMENTS-~~-= , ----1 r - --~~--c-r-~~-,-,1-f:• I 1 •e-e •• .... :. -.. t· .. ~;.::-:=,_ =ccc-, ---· -•• " ---r ~--,--------r+-:i=-".c==F9 --,------•~= ------- - ' -_)=-::,:----;-- ••. -l>~-, . -. -·: : r· _·-····t--. 62+00 -I ---' ·--------·-·t --\i-:£0.::X ' --' -=--+----- ----<--- --~-_;_---_-_, _--•----~'-T -~ ,.:e-:-i--_· , __ ' J-. 65+00 14 ' - -·- ···-··-----···--· ---·-·----, u 1-0 ._ --J.. ___ -' ~ ----t -r.-:.:-: -_.:.+-----------~-+--;----• -r---~ ---. '.--~ --J /""" -·; -~--~ ' -~--=--t--0·---1--1--:-t·:_--_: _____ J -- ' . -·-' 1-----, -- 431:: . ·---,-----•· -~----➔ - -·-,. __ .-_::=-.T~--~ 1 _ ------- f-48 ----L 7 ; • ----- -·---_, --·-·-· · -- - ------l-----~ - -f ·--~---+ .. ·1- -, ------. -------~- ------~------- ... -.-.... ~--~---··-j···· (·_ ~-~---~ - -!--:---~---+-------~--···:: -;_ ---- -----l-------' --' ; ----' - - -----=±:' =c:,'-,----:--.-::-i r !\~: J~-tJ~' ~~~. ' ----:~·--:-_--~~.J-~-:.; PROFILE SCALE * 374. :?l-i-85.G!5 fJC S#47-SURVEY MONUMENT ( PN. Ba W) STA.60+57.68 CAMPUS = VERT: 1 1n = HORZ: !in = l 2 40; ' ft f ft:i i ; I,< : ' i di:: !/ I i ; f , ! . I 0 zl-- <Cw ...J w (/) :,: -U) S! U) LL -LL :,: <( 1-- 0:'. ...J 1---<( w 1--WW- (!) 0 ! i : l : i l / ; I - ' ' I f ' ' : ; I -I i } i ! 1 ; i I I l i ~ / l I f I I I O:'. u w ' ,, 0 a: a. R/W 18 I I I ,..,. ,. ." 1.~·- w .J -d_ 0 (/'J C I ,:: ..... a; 1--U) >< w ----Pl = •pfl1JPOSE15--R/W_ 38 OF <-!) z U) I-I- U) z -w X ww:::E w<.>W >ct> o~O :::E a:: a:: LIJ :::> a. O::U>:!E /1;' Is '• "' J <( :;: u 0 ll. I o 0 (5 u CL RV IN E ?G. 00 'RT. 'r--,_' IL. 0 >-1--0 &~. ffi l~o) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 STA. 21+06.45 MACARTHUR 551,405.335 N 1509,208.363 E CURVE DATA DELTA RADIUS LENGTH TANGENT 19A40'/<j" 1249.00' 428'.83 21,r,,$ 71 A01'27" 35.do· 4-X.39' 24.98' 100A52'50" 50.00' 88.03' 60.53' 101A32'33" 3.00' 5.32' 3.57' ~--~~ OOA311 53" 1244.00' IL 54' 5.77' 1 OA46'09" 1251.00' 235.13' 117.91' 08A33'05" 227.30' 33.92~ •. 16.99' 04A15'15" 345.92' 25.68' 12.85' 16A41'29" BOO.OD' 233.06' 117.36' 04A42'13" 1141.00' 93.67' 46.86' 79A01'38" 35.00' 48.28' 28.87' 111 A30'33" 35.00' 68.12' 51.41' 20A43'07" 1141.00' 412.60' 208.58' #IO 23 CAMPUS DRIVE CONC- WALK 64 ffi /2\ 136.,.061 54" 15 13.,.25' 12" 1.00' 2,38' 2.481 75.00' 17.57' (!) oz Oz c:i - 0 ;:!: +W "' er: "' z . -< (!) I-..., U) "' 63 ~ u I- w :,: co (!) 1 CURB TYP. 65 R = !ZOO' C48 O:'. <( > ~P,;;C;';;C~G~U~T:;!TE':'fR~PO=--RI ---T~:~---t-~t----~'.__-G8STRUCTING 66 9 TREE BOUNDARY LINE STA 64+ 50 END RET. WALL 7 REMOVE EXISTING SURFACE IMPROVEMENTS EXISTING PARKING AREA NIC tr 0 0.. S' w 2 I.L 0 To MACARTHUR INTER SECTION CURB 2 SW 8:82' ' ' 16 I 36,.,.17' 38" 1.00' 2 .38' 2.491 17 26" 20' 27" 1200. oo' 551.68' 280.80' 18 29"35' 10" I200.od 619.651 316 .90' -·--~-- (~, / TION NOTES ' -• "'~=,_. ........ . M4 "· ,. Hl'V P.M. . ;J <~1\. ( <>·> '-<~ ,,.,,.. /67 CONS-TR UC ST~3-: ----...__,,..1 MPUS (SURVEY) STA 66+77.26 (CONST.) I INSPECTOR .\-,/-•', , . :-~-. ' STA o+oo.oo / MARTIN ' CONTRACTOR (ITEM AS INDICATED) ' tDBIUlfRT1t1 C (Lt<,F-- COUNTYIJ.W.A. & v ~~~-'·~-.,.,..,,,.- -, 1 TO BE REMOVED ;.~: ·, {_i) d0!~4 E)<IS=FING G ,. . ---·:,,_ ~SAWCUT EXISTIN ® --. 'FEATHER TO JOIN TO THE SA I ISFACTION OF FIELD INSPECTOR @ • '•CONST. 8" CURB ONLY PER A.P.W.A STD. N0.104-0-0C, Al-8. (2)>---CONST. 8" CURB AND GUTTER PER10.C.M.A. STD. NO. 104---0---0C, A2---8, ·c• /0\ @--coNST. 4" THICK P.C.C. SIDEWALK f$ER 0.C.E.M-A: STD. PLAN<l205. &1-----CONST. ACCESS RAMP PER OCEMA 102---0-0C, TYPE "A". @ ·rRe'FECT IM PLACE (ITEM AS IP.SIGATEB), . @f-----CONST. 18'' Ac £ '. i "' 0 "' ,j-NOTE t::_ SCALE IN FEET @ GOtl5T. VARIABLE l!EIGIIT RETAl~Jl~JC WALL PER ·oETML 19 ·IJN SHT·, 'fll"O. C27 SEE CROSS SECTIONS FOR HEIGHT OF WALL. 8i ·..., <D "' ,;t + + ,;t "' p) "' "' "' -(..) . CONTRACTOR TO RESTORE EXISTING LANDSCAPING a IRRIGATION AT CONSTRUCTION COMPLETION. ,/ ~ ~ ,.,........,...,,_, ........ -•~---.,,..,-~# -_ _ _ __,,,_p_1!" '" RiLSW I-1---t::'),:-~ •o .-, .,..., • -3tL """8111~~ ];., @,>----CONST. LOCAL DEPRESSION PER OClt,tA-STD. PLAN NO. 1308 AND PER 0 ETA I LS ON SHEET NO. C-ZI FO'lfi!' LOCAL DEPRESSION REFERENCED. @ E)ETEldEl/REPbJl.Qlo ioXISTIW, 4" ¢ cui;(a CROl~IS/Wl&EPHOL.ES 20 0 40 80 (HORIZONTAL) ~ JOIN PER CITY OF IRVINE INSPEC'rOR , - 2 / :-:~ V ~ ;.;.,.; lii¾i!P"'ltd 4i:,;J ;:qq ~~· "----~--•.,._.,,,,,...,-@--CONSTRUCT EARTH SLOPE AT BACI.( OF ROAD f'/W SUITABLI:-: TO LANDSCAPING (2: I SLOPE) 0 2 ®(if) 4 (VERTICAL) COfd:3T. ACCESS RAMP PER SIT¥ gF 1141/l~Ji i+C 20~ CONSTRUCT VARIABLE HEIGi IT GUA9 W/ ~1 CL FENCE ATOP AS SI 19WN SU BETA IL 13 £ 81\T: € 22 ·- .- ' "'" w (D z <( et:: 0 Li... 0 )-" 1-'--z ::) 0 0 (.!) z ~ ~ ii':,, ~ "l \ ....__ ~ ~ :::j ~ I V, ~ t.lJ ..J -b.. 0 Qt a.. z wo 9z 3: <( w >Z O'.: <( 0 ..J (0 a.. ~ >-~ <( j~ 0 <( 0 Qt ~ ':E -0 0 6) . 0 I ~ J <! I-w Cl D z ""' _.J efl u le. le. (2 I- D w <!) > w Ile ~ ::;;; -, a <ii ' "' "' . - z C) J.... (..) w 1/) J ~ ::, }--- '-.) ::, Ir \-<J) w 0 2 <( ::r: <._) rt) """ • CO, 0 ♦ co co , :, <t .... (I) 0 t- 0 0 • 0 0 +I en It) ' <( .... (I) LIJ > -cc 0 (I) :::) 0.. ::::E <( 0 Approvals . 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I04-0 TYPE D1-6 @----· PROV IDE 2' EARTHEN CURVE DATA DELTA RADIUS LENGTH 1 1200.00' 337.81 ' -. 3 1254.00' 268.90' 4 150.00' 31.06' 5 150.00' 21.00' • -, .. ;......,.,..,, • ' - • . .... ..... ... , --· SCALE IN FEET \ 40 20 0 40 80 CITY 1...__.._ 1 _ _.1 ____ 1.__ __ ___,, (HORIZONTAL) 2 I O 2 4 , ___ , __ 1 ____ 1 __ _.,1 (VERTICAL) \ \ \ \ \ MACARTHUR I ~••---•• ~ ·"" _.,.,,., .. __ ,'" = +!o---•,-w,-• / TANGENT 170.03' 134.97' 15.59' .10.52' --· -. - OF NEWPORT BEACH 7 / /~ \ ...J 22 7.62 BC STA. 21+06.45 MACARTHUR BLVD. CITY OF IRVINE ' 0 0 -0:, w 2: -> ll:: -4. 0 >-,_ -(.) - ' 0 I I I (.) w STA .. 25+35.43 EC EXl)lT. CL I #49 (.) w lf) ,- 1::i :::. ~ 0 11'. a. :::. I ~#47 -SURVEY MONUMENT (PN 8 SW) STA.60+57.68 CAMPUS DR . = STA. 21+06.45 MACARTHUR BL. 5 51,405.335 N 1509,208,363 E SURVEY MONUMENT (PN ,SPK ,S W) STA . 25:1-35.43 MACARTHUR BL 551,808.046 N 1509, 350. 797 E ' •••••·•-'. 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(\J 0 0 0 • r--- 1() U)' N t 2() 2 IRVINE AVE, STA, 4+50.00 IRVINE AVE, STA, 4+00,00 IRVINE AVE, STA, 3+50.00 IRVINE AVE, STA. 3+00,00 R/W I I I I I cl co "' -a, a, ' ' " ~·" f:2,00¼ . .. ... • a, 0 '" "' .... "'"? . 0 0 ,n " a,a, 00 ~ . ...., ,._ a, 0 "' 0 0 . 0 ... ' S= 2.59% X-SECTION DIST , FROM CENTERLINE REFERENCE ELEV ,= 48,00 R[ I " ~ 2,00¼ "~~ ... "' "' 0 0 0 . 0 0 " -..J ' CJ ~ ~ "' "' "' ... . --"' ~ \.._;:; ~ s=<o.a21., "' 351/,)____...---__.__ 0 s~c.2. :...:---.,. "' ,n I -,n .,. ,._ a, "' . •O 0 ,n OJ ,n .. 0 00 0 o . er, ,no 00 C ~~ " "' " "' 0 ,n "' .... .. , , I ' ' ' ' ' X-SECTl□N DIST, FROM CENTERLINE REFERENCE ELEV,= 48,00 R/W ["-"-.. I I r: 2•1 MAX I 0 -1 0 "' .,; ~ 'f' 1 .,. "' . -"' 0 "" "' 0 • 'If" i:ri ";' "' ., "'"' 00 "'"' v;r- X-SECTI□N DIST, FROM CENTERLINE REFERENCE ELEV ,= 48,00 R/W _c.,- S= 2.27% 2, 00¼ 0 .. 0 0 "' 0 .,; .; .,; a, ,._ ,n ' ' I "' r---"' "' 0 "' -"' "' "' -"' • . - 0 "' "' ~~ ~ci .,., X-SECTl □N DIST , .FROM CENTERLINE REFERENCE ELEV,= 48,00 0 0 . " -' 0 0 0 _, u 0 0 0 • 0 0 -..J ' u 0 "' "' -' 0 0 . 0 d ---- -- ---- 0 0 ,._ ... R/11 I I I I I R/11 I I s : 0 0 . " .. R/11 I I I Si I 0 0 r--.. R/\1 I I Jf I 0 0 .... .. I SCALE IN FEET 10 0 20 HORIZONTAL 0 2 VERTICAL · 40 4 IRVINE AVENUE 1 VERTICAL SCALE HORIZONTAL SCALE: 1 i DASHED LINE= EXISTING GRADE SOLID LINE= FINISH GRADE inch nch 2 20 IRVINE AVE, STA, 6+50. 00 00 o <> 0 "' ~ (") CJ\ -a, ,._ I I I 00 00 2, 00¼ 0 0 0 ... ' X-SECT!ON DIST, FROM CENTERLINE REFERENCE ELEV ,= 47 .00 R/W I I I I I a, 0 I'-0 2.00Y. IRVINE AVE, :;; ~ I I .. a, ... r-- STA, 6+00,00 I ' IRVINE AVE. STA , 5+50, 00 IRVINE AVE, STA, 5+00,00 feet feet X-SECTl □N DIST, FROM CENTERLINE REFERENCE ELEV,= 48,00 R/W l I "---"- 1 I I I Ng &:: g gg g . . IOM ~ ...,. M-o CO (0 ...., \QI. In tn 'Sf" \ I I l ! I I X-SECTl□N DIST, FROM CENTERLINE REFERENCE ELEV,= 48,00 2,00¼ 0 0 ,._ "' ' ru -"' 0 0 ? <O "' 0 "' "' oo "' "' ,n 0 0 0 0 0 0 -"' 0 "' .. .. ' ' I X-SECTl □N DIST, FROM CENTERLINE REFERENCE ELEV,= 48,00 0 0 0 0 0 0 0 0 • O 0 ~ 0 {\J -"' tr> • ·,o ...,. ....,, s..,.<1,4~.•---- ,~ 1'J"/.) ------s~ ... '--:...--- 0 0 0 • 0 0 -..J ' u 0 0 0 0 0 " -..J ' u -- - -S - 0 0 r--.. 0 0 0 C' ,._ ... s 0 0 . .... .. R/11 R/11 I I I I I R/11 I I I I I R/\1 I I I I I IRVINE AVE. ~I STA, 8+50, 00 'I I J IRVINE AVE, ::l I STA, 8+00,00 1 0 0 IRVINE AVE, a:i a, I STA, 7+50,00 I 8 IRVINE AVE, ,,; a, ' STA, 7+00. 00 I ru "' "' M "' "' .. .. 0 . OQO 00 0 0 ~ q ~ 00 0 "' ,.._ ,:,, ru co r--r--,._ .. {\J 0 "' "' .. 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STA. 17+00.00 CAMPUS DR, STA, 16+50, 00 R/W I • s= ll.5o'Yo ~, ~ I 0~ -- "' .,, o ru • ru ~ If) 0 0 ooo 0 0 ooo 0 ..0 NO(X) O'\ co coco t""'-1 I I I f - X-SECT.I □N DIST, fROM CENTERLINE REFERENCE ELEV.= 49 ,00 R/W I ~ I f-S=\6.00°/o '" I , 111 1-)ow -- _,,,,,. cr,OO - 0 0 0 0 0 '° "' 0) ' I Nc-si "'., '° o, M -• . ru ru "' If) """ q<:~ NOil) ., 0) " I ' > X-SECTION DIST, FROM CENTERL!NE REFERENCE ELEV,= 49,00 R/W I I :11 I ~! / C> ooo 0 0 0000 o ,.c,CJoco C,, 00 CO 00 r--J I I I I X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV,= 50,00 "' "' M ,n • '" ~ "' Cl oOOO 0 0 QC> Q o !J) NO o:i °' 00 Q)(X) ,-.. I I t I I X-SECT!ON DIST, FROM CENTERLINE REFERENCE ELEV,= 50,00 "' ~ .... • ru ru "' If) 0 000·0 0 C> oo C> O ',.() C.,/0 CO 0\ co ro oo r-- 1 I I I I X-SECTION DIST, FROM CENTERLINE REFERENCE ELEV,= 50, 00 ~ 1f> = 0 If) ru ' 0 If) ... ru ' 0 If) "' -I 0 "' ... "' ... ____ .,, 0 0 ,n - ' 0 "' "' ru 0 "' .. U> ., I ... ,.; "' "' O> "" I 0 0 0 _, u 0 . M If) __:_-.,--_ ~( 2 --:..!9~) ......__ 0 0 0 ..J LI 0 0 0 d "' If) M 111 ('J'----~( J ..,.. ---.:_22;:) ::l -....... 0 0 0 _, LI -0, ,,, If) • ----. ... "' I() ~ 0 0 ,., "' 0 0 o,o 0 ,,o <0 M ..J ' 'u 0 0 If) If) 0 .. M M 0 0 "' 0 0 "' M M 0 If) 0 M 0 111 0 M 0 111 0 M 0 If) . "' M 0 in ru ... 0 0 If) 0 • "' .. = 0 0 0 If) If) ,n If) "' 0 0 0 -"' If) "' CAMPUS DR. STA, 21+00.00 CAMPUS DR. STA. 20+00.00 CAMPUS DR. STA. 19+50. 00 CAMPUS DR. STA 19+00,00 ,. R/W I I S::2,00% J ,n ;1 ~ ~I I 0 0 0 00 0 0 0 00 o ...ON \D'<t (3\ t-,.. " \[) '° l I I I" I X-SECTI □N. DiST. FROM CENTERLINE REFERENCE ELEV.= 49 ;00 0 0 = "' ' 0 00 0 00 X-SECTI □N DIST. FROM CENTERLINE REFERENCE ELEV.; 49.00 0) "' (") !I 0 U1 V>("} 111 00 0 S'= l _, 7QY. C\J OJ ·"' "' ... If) ------M __.... ____ ,,, 0 0 0 0 .. 0 ru ru ' ' 0 0 0 If) ... "' ru -' ' " ,,, 0 "' " ~ '-J} \0 " ru "' ,., ,n "' 0 0 J LI OJ OJ ru If) 0 0 0 S=t7JO/ • ,o ......__ ......__ R/W I I I I I 1 I R/W I I I _fj I 0 0 0 ... 1---"' -If) tu If) If) ,,, . IU If) ......__ ......__ ......__ J I I / .._;,/ I I 0 0 0 "' ' ru ;;; ,n o 0 0 .0 0 0 00 ....: r--: If) ('1 00 t--r--,-.. I I I I X-SECTION DIST, FROM CENTERLINE REFERENCE ELEV.= 49,00 o o Ooo 0 0 ooo o -.0 NO(D r:,.. CD ttJ 00 ·r--l I I I I \ • X-SECT!ON DIST, FROM CENTERLINE REFERENCE ELEV.= 49.00 0 If) ... OJ ' 0 0 "' IU ' 0 If) ... ' 0 0 0 0 0 ..J LI s, 0.18% ... .,, OJ If) 0 0 0 d 00 If) 0 0 ,., "'"' 0 0 0 0 . 0 If) 0 ~ ' iO a::: 0 + 0) ~ (/) Approvals <X) w I IO : I .,...,.. .. C ! .. Q PE _ _£" o Chief f1'Js Satisfactory To: 2'.-l¥-$1'7 Plan No. GSA 41000-1790 . Sheet C-11 of 98 CAMPUS DR. STA. 23+50 .00 CAMPUS DR. ST A . 22+5 0 . 0 0 CAMPUS DR. STA. 22+00.00 CAMPUS DR. STA. 21+50.00 • ~ lO "' 0 0 0 0 -0 0 00 -(\J .,, .,. ,-. .,, "' I I I (\ I \ X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 48.00 L.,-------' 0 <D "' a, I -Ill 0 00 0 00 - (\J "' .,. ,-. "' "' I I_ l X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 48.00 R/W I ~ ;;;' I s-2 • -OOo/, \ 0 71)j---L--.:..I J_·~ \ 0 "' "' ,-. ' I I 0 0 -in "' 00 00 -- X-SECTION DIST . FROM CENTERLINE I 0 (\J -.... '!' / I REFERENCE ELEV.= 48 .00 R /W 0 0 . ~ I I r S:2,00% I I ~ I I .... .;,-.. "' 00 00 XcSECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 48.00 CAMPUS DRIVE -- 0 0 0 0 . .. 0 ru ru ' ' X 0 O 0 -co a, ~ II f"-. v, - 0 0 0 0 -.. 0 (\J (\J I I 1)j X 0 00 M • . "' .. M "' tn II • "'(\J In 0 0 0 0 -. .., 0 ru ru I I VERTICAL SCALE 1 inch HORIZONTAL SCALE: 1 inch DASHED LIN E = EXISTING GRA DE SOLID LI NE= FI NISH GR ADE 0 0 0 0 .., 0 --> I Ill (\J 0 0 0 ___J u 0 0 . 0 ___J u ., ,-. 0 0 0 ___J u -- 0 0 0 ___J u 2 20 ------ ------ feet feet R/W I I I I _jJ 0 0 0 ... R/W I I I I I I -I l 0 0 0 .., R /W I I I I --r _J I 0 0 . 0 .., R/W I I I I I 1 JI 20 2 0 0 0 .. 10 SCALE IN FEET 0 20 ( HORIZONTAL) 0 2 {VERTICAL) CAMPUS DR, STA. 25+50.00 CAMPUS DR. STA. 25+00,00 CAMPUS DR. STA. 24+50. 00 CAMPUS DR. STA. 24+00,00 40 4 0 0 -., I ru "' "' 0 "' "' .., .,. 0 00 0 00 (\J .,, .., ,-. "'.,, I I I ~-SECTION DIST, FROM CENTERLINE REFERENCE ELEV.= 46.00 0 0 .0 00 0 00 00 ..., lnN \O"<t co r--r--"''° I I I l I /\ \ X-SECTION DIST, FR□M CENTERLINE REFERENCE ELEV,= 47,00 0 "' I 0 0 Q 00 0 0 0 00 -lt:l(l.l \O'I!' 0) ...... r--"' \Cl I I I I I /\ \ X-SECTl□N DIST. FROM CENTERLINE REFERENCE ELEV.= 47,00 0 0 -0, I R/W I I I ,s, 2. oo•, I 'OJ ~-1-~ ~ C O • ., "' 0 ~ "' 00 00 M,U .... ,-. ' ' -- /\ \ X-SECT!□N DIST , FROM CENTERLI NE REFERENCE ELEV .= 47 ,00 -- ---- ---- X 0 "' -Oo 0 • - • OJ -..... Ji If) "' "' 0 0 0 0 .. 0 --I I X 0 (\J "' a, ~ ...; I: _: II V) "' "' -0 "' 0 0 0 0 --.. 0 --' ' X "' (\J N M "' -"' . 0 • -" -"' V, "' "' -~ O 0 "' "' 0 0 0 0 .. 0 --I I X 0 M li: ,-.. ~ ..... co -II__. "' "' In -,..; "' in 0 0 0 0 .. 0 --I > S , 1.6Q o,- ~ ,. "' (\J 0 ~ 0 0 0 ___J u 0 0 0 ___J u 0 0 . 0 ___J u . -In 0 0 0 ___J u R/W I I I J I I 0 0 0 .. RI W I I I I I I .S7 0 0 . 0 .,. R/W I I I I I I ----------.S I 0 0 -0 .., R/W I I I I I .s i 0 0 0 .. CAMPUS DR. STA. 27+50.00 CAMPUS DR. STA, 27+00,00 CA.MPUS DR, STA. 26+50,00 CAMPUS DR . STA. 26+00 .00 ~ R/W I I I I S: 2,00% ,n N ,-. "' I ,._: " .... 0 0 0 0 0 0 00 00 X-SECTION DIST, FROM CENTERLINE REFERENCE ELEV.= 45.00 .. 0, 0, .:c. 0 0 0 0 0 0 -"' ru "' ,.,_ ,._ > I > X-SECTION DIST , FROM CENTERLINE REFERENCE ELEV .= 46,00 0 0 -0, I R/W I I I I I "'o --;; ioi ~.o::r (1\ I .. in M • • 0, a, ..,. 0 0 -ru ', .. 00 00 "' .. "' ... I I X-SECTI□N DIST. FROM CENTERLINE REFERENCE ELEV.= 46,00 0 0 -0, I 0 0 ru ,._ I 0 M o, "' • -"' ·~v 00 oo, "' .. "' "' ' I X-SECTl □N DIST . FROH CENTERLINE REFERENCE ELEV.• 46 .00 0 "' M ru I "' .. 0 "' M ru I -"' .. 0 0 -0, -' X "' ,-. 0 0 .,_ "' 0 "' 0 0 0 -I -"' 0 ., 0 0 0 -I X ., .., (Tl, "': ~ '°Mo • II lf'J :;; V, . 0 ., O 0 0 0 . .. 0 --> I 0 0 0 ___J u s, 1.10 % 0 0 0 ___J u S= 1.7 0% 0 0 -0 ___J u S:; I.SO% . --- 0 • "' ~ 0 0 0 d --- R/W I I I I J7 0 0 0 .., R/W I I I I I Ji 0 0 0 .. R/W I I I I I ___r1 I 0 0 0 .., R/W I I I I I _J l 0 0 0 .., Li.I C) z <( ·a:: 0 L&.:. 0 ~ z :::::) 0 (..) (!) zC/) 0 0 0 IO zZ + WQLul'-Cl >N §i==~~ I.LI u O (f) >W<no et: CJ)~ I- Q ~o CJ) <t q (/) CJ) (J 0 :::> . IC) a..o + ~ ~6 ~ 0 I- N (/) st I r<) IX) "! 0 z 3 a: a. Approvals CX) Q) , I 10 I ~ .c 0 :c .., .. I ... Q PE Chief f{J5 Satisfactory To: ;;t. --1 <-/-?f.'l Plan No. GSA 41000 .-1790 Sheet C-12 of 98 R/W I I PROPOSED D/\/ CAMPUS DR, STA, 29+00.00 M I a, ~1 -" " .. .,. <;;;> <..DO 00 0 \00 00 _. MQI \.OV {O r,...r---"°"" I I' ! I I A I \ I \ (\J a,.-_., -"' .., M a, .. 0 0 -ru ru ' 0 0 -ru -' 0 0 0 _J u -----------__r R/W I I I I 7 I 0 0 0 .., X-SECTION DIST, FROM CENTERLINE REFERENCE ELEV,= 45,00 R/W A. I \ a . ,._ M «> I I I S,2.00% I \ "' "' ., .. -" -"' "' .., " " ro .. I ffi CAMPUS DR. STA, 28+50, 00 0 0 0 0 . -"' "' " ' ' oo 00 01.{) 0 0 ruo -.o"<t" r--.r-,.. "° "° I I I l :'2.. \ 00 .., 0 0 . ru ru ' 0 0 0 0 0 C, _J u ----J7 0 0 0 .... X-SECTION DIST. FR□ M CENTERLINE CAMPUS DR _. STA. 28+00.00 REFERENCE ELEV.= 45.00 R/W 0 C> 00 00 0 0 Oli') 0 0 . ----" t'--No <,,i;t ~ co r--1'--t--\D "° I I I I I I (\J M X lli ~ "' .. 0 0 "' "' ru -ru -' ' -0 . "' ... 0 0 0 _J u ------- R/W I I I _J; 0 0 X-SECTlCTN DIST, FROM CENTERLINE 20 10 2 REFERENCE ELEV.= 45,00 SCALE IN FEET 0 20 40 (HORIZONTAL) 0 2 4 lVERTICAL) CAMPUS DRIVE VERTICAL SCALE: 1 inch HORIZONTAL SCALE: 1 inch DASHED LINE= EX ISTING GRADE SOLID LINE= FINISH GRADE 2 20 EXIST. BLDG. " ~ LANDSCAPED STRIP & CAMPUS DR. STA, 31+00.00 00 o,n _., a," ' ' R/W I I I I I I 00 ~ 00 ~ I "' .. "' "' ' ' /\ I \ X-SECTI□N DIST. FROM CENTERLINE REFERENCE ELEV.= 44,00 EXIST. BLDG. & i LANDSCAPED STRIP CAMPUS DR, STA, 30+50,00 00 0"' -"' "' " ' ' R/W I I I I M .... I ,.._ M .. "' ..__..,.., "' .., 0 00 0 00 r! I "' .,. "' "' ' ' X-SECTI □N DIST, FROM CENTERLINE EXIST. BLDG. REFERENCE ELEV.= 44,00 R/W I I I I I I LANDSCAPED STRIP "' "' "' .. CAMPUS .DR, STA. 30+00,00 . ..-.oo nJ ...0-.t oor--r--. "°"° l I ! I I X-SECTIQN DIST. FROM CENTERLINE EXIST . BLDG. REFERENCE ELEV.= 44.00 R/W I I I I &! I I I " .. LANDSCAPED STRIP -0 CAMPUS DR. STA. 29+50,00 . _.(X) N .,OV oor---" <DsD I I I l I /I I \ I \ X-SECTJON DIST . FROM CENTERLINE feet feet REFERENCE ELEV .= 44,00 0 0 -ru (U ' "' "' a, .. N CO 0 - 1() "" "' .. " "' -"' -----"' .. 0 0 -(U -' :--: C"'.I 0 (\J a, "" .. 0 0 0 _J u S=f.?5% ~ "' "" a, ---:,;a-:!-;___ "' "' --------co --- 0 0 ii! I X ..- 0 0 . ru -' 0 -"' "' a, "' "' ,..... u + -"' a, .. 0 "' . a, .. a, .., 0 0 - (\J (\J ' 0 0 (U (U ' 0 0 . ru -' X 0 0 0 ,, "' "' " ,, "' 0 0 ru -' 0 0 0 _J (.) S=J,57% -a, .., 0 0 0 _J (.) 0 0 0 _J u --- -------- . --- R/W I I I I -Ii 0 0 -0 .. 0 0 0 .... 0 0 0 .., 0 0 0 .. R/W I I I PROPOSED DI\/ CAMPUS DR. STA. 33+00,00 CAMPUS DR. STA. 32+50,00 CAMPOS DR. STA. 32+00.00 ~I :!:~ \0 ~· .., o oO oo 0 oo 00 -"' ' "' .., "' "' ' ' X-SECTION DIST, FROM CENTERLINE REFERENCE ELEV,= 44,00 R/W <tJ M OJ ~ • "' * .. 006000' oo OIOOO (\JO ..0 '<t ,-.. ,._ ..0 ,;J) I I t I X-SECTI □N Ill ST, f'ROM CENTERLINE REFERENCE ELEV,= 44,00 R/W I I I I a,lo -:;: ~ ....... " .. ~ 0 0 -a, ' 00 00 Ol{') 00 Cl.JO "°"""" "";-'f 'f X-SECTl□N DIST. FROM CENTERLINE REFERENCE ELEV.= 44,00 RIW I I I A PROPOS ED D/11.1 I \ CAMPUS DR. STA. 31+50.00 0 0 -a, ' °' I -a, ,n "' • "' ';/ .. O 00 0 00 .. "' .., " "' "' ' ' ' J s~z.5°; X-SECTI □N DIST. FROM CENTERLINE REFERENCE ELEV,= 44 .00 . " .. 0 0 .., (\J ' "' .., " .., 0 ., "' (\J ' 0 0 ru ru ' 0 " a, .. (') " " .. 0 "' "' "' ' a, ..- 0 0 -"' -' X 0 0 . " " "' --- --- --- .., 0 0 ., . 0 -' " 0 a, ..- X t\J "' ---: "' "' "' .., " "' 0 0 0 0 -0 _J u 0 0 . '? d ---- S ::.f.67 % 0 0 . 0 _J u ---- S=J.91% "' "' a, .. ~ 0 0 0 d ---- -------- -------- -------- RjW I I I J1 0 'O R/W I I I --i J1 0 0 . 0 .., 0 0 . 0 .., R1W I I I -1 --------_f I 0 0 . 0 .. w (!) z <( a:: 0 LL 0 ~ z ::> 0 (.) 0) a:> ' r---' 'St C, LL.I ~--· UJ 0 t3 ~ a: a:> a. "' "' "' ..J SI Ill C ~ g LL1 + CUI, O CO <.n N .2 ,._.; ~ UI (f) (f) -~ ><-co -LL1 a: CC ' ::, u 0 .,_.: S: :z: r0 0:: F' ~ 0 LL.I ..... '° L1J + ..J a, LLI N 0 0 0 0 (!) 0 z(J) + z z 13 wow. ~~ ~ ~ wO o > w Cl) g ct:: Cf) ::> 0 a.., 0 . (J) ~ Q (/) <( 0 :::) (/) L) ~ a. 0 CX) e >, . en I - .. '0 ~ .c <.> ::c "') ~ 0::: C\I N <{ • ~u 0 . .:! ' 0 N 'St ,., <X) (\J 0 z -; 0 a:: a. (/) Approvals •• C 1:11 ~ PE _. Chief r% Satisfactory To: ;;<--! f./--119 Plan No. • GSA 41000 -1790· sheet C-13 of 98 I I l l i ' ti ~' -< rn ::0 -I (") )> r - ;,c, ,,,, "' ~ 0 "' .j>, ' :, ·~ :r; 0 ::0 ~ z j; r - , "' 0 0 ·o I\) 0 .j>, 0 (J) 0 l> r ("T1 z .,, ("T'l. ("T1 -I (/J t::J :r: n Pi;;□ l> ,_, I ;;u < 3: t:J f'7 1-1 fT1 -u , t::J N ;;u C ,_, r D --l Vl z .....,z f'7 z 1-1 rri --l n t::::/ II J> J> ;;u ,,11rr- ...... r1 < ~ ;'.'.; (/) (/) fT1 (/J (/) n n I -I J> J> ...... cizrr ;o Cl fT1 fTl J> .t::J C) --- f'7 ;o J>-- t:::! f'7 . ~_,--~/!?~ i't!. ..... :::, :::, nn :y :y II 11 f\)f\) C) "'T) "'T) (0 (0 (0 (0 <+ <+ ,o.x M I "1 "' """' "'" l'H z-n □ 1'1Z """ r- "'"' <-< II .,, "' §! .... c.,n. ·M oz o-< "' vi (") -I J> J> 3: " C w (I) co + t:::, 0 :;:o 0 0 0 -82,00 -74,32 -66,00 -64, 00 ~l. -iii -14,00 -10,00 ' ' "''1!'!-" -,~ ;o x Ml "'"' ,,, ,,, ;on "'-< ZH n □ PlZ ,,, " r-"'"' <-< II .,, ., □ ... 3' ,. n • "" oz o-< i;J r H z "" ';'!'f'· 45,88 45, 71 i11t► t>:E••·1·1·r )ZIPC::J?c,-• an z i,-<. ~f :-z -tm;,-o• CL!-0, 00 :l=1ar,c!; .,,:·111m •n -t . • ... ►,•,n Q·• ;t ·•~,~~i.'' ••• -·r·= ,I .. •. · 1 i • •. >. t t ·-' L --kKI ~ \ • 1· ·:y .,-,., ~: (/ ~if ~ii •. ,. I ;:--.. ; ~ .• 40 , 00 ' ' ;r:~; .. -. ..., /, ' . • ' lllf"·\ } (C) (J) ' 0 • f " :;;; U> ·:r I ...... , ·f:O270·26~ -{AE) (3/78) Q (b l> ~ --a oar 0::, Oz I . !) ""' ID 0 .:,1 ;.. ' ;ox Ml .,, "' "'"' ;on v? ("') -I ]> l> 3: " w~ w + t:::, c.n :;:o 0 0 0 -82, 00 -78,50 ,,{~1.11) :0 ,,, -< z-n □ MZ -72,00 -·70. 50 \-/ 46.87 -46 .78· ----, vi (") -I J> l> 3: " C w (I) c.n + t::f c.n ;o 0 0 0 "'"' r-"'"' <""'f II .,, ·,o §! ... ,. n • "' oz o-< "' ;o r -iii -66 ,00 46, II -64,00 46,28 -24,00 -20.00 CL O. 00 40, 00 (")< CJ> ::0 ::0 CD-)> CD r fT'I :::c: :-l -82,00 /0 -75 ,12 \ 13>' \ \ "' " N a. ~ 0 i \ "'· I_________ .........._ 0. "'- ..,---, 47,95 48,35 I \ I I ½ I "' " .-..., \I* (48 ,01) > 49,02 ~It~~ S~.,,.:-~-.,1 :0 --"-----..... -64.00 -24.00 -20. 00 CL O, 00 .........._ "' II N 0 ~ 0 > _...,,. 48,45 ....____,_ S=7 , 25% 48,74 48, 07 \ It \ !& I I I L7 * (47,66) :lE :0 40, 00 -----~ \ 7J ;;o D 7J D V) f'l t:J ;ox I'> I "'V> "' "' ,on v? (") -I J> J> 3: " C w (I) co + t::f c.n :;:o 0 0 0 -82.00 :le :0 ~ I ;o X M I "1 "' ~6 z ... ~~ "'" r' H ~-~ II ... :;: □ :a: .. n • "' oz o-< ,,, "' r H z "' (I) (") -I ]> J> 3: "O C w (I) (J\ + t::l 0 :;:o 0 0 0 -82,00 -75, 11 ;o X ~~ ., " fJ1.., z-n □ 1"Z l'1"' r- "' "' <-"-< II .. "1 ;o □ :,; ,. n • "' oz 0-< l'1 "' r -iii 00 -I ]> J> 3: " C WV, .j>, + \:j 0 :;:o 0 0 0 -82,00 -77, 00 -72 ,00 70 ,50 -66,00 46.23 -64, 00 46,40 -24,00 -20 .00 CL 0,00 -40.00 ~ :0 )> CD r rn I rn ~ --1 2 :0 CD I • I 47.02 46,90 "' II "' 0 ~. 0 ."' I .........._ ~ I 48,28 \ ' I I ~ _...,,. "' " -"' * (48 , 04 ) :0 ---~ > 48,95 :0 _..,__ -----~, :le (•~-~.47.52 -72,00 70.50 -66,00 ·-\.,______ . -. :0 ..... :lE -64,00 -24, 00 -20,00 CL 0 ,00 40,00 L I I I ~ ,ox l'1 I .., "' ~R "' II N 0 ~ 0 > ..,---, "' " "' 0 * 47.60) VJ (") -I J> J> 3: "O C w v? \0 + t::l o Al 0 0 0 -82. 00 48.57 S= 2.50% 48,67 ::0 ---, :le I ;ox M I "1 "' ,,, l'1 ., n l'1-< z-n □ ,,, z "' "' r- "' "' <- J> 3: " C w v? '-I + t::l 0 :;:o 0 0 0 -82.00 -7.2,00 70. 50 -66, 00 -64 ,00 -14,00 -10.00 CL 0.00 40,00 ::0 t:J :0 --, :lE ,,, -< z-g~ -72, 00 7 0. 50 -66,00 }46 ,55) __ ---~ 46.23 :lE l'1-< z-n □ ,,, z -72,00 70. 50 -66 .00 45,57 35 ~ (46,57) ---, i: \ \ 'J.~ , _...,,. 47 ,79 S=l4,50% 47,71 ,---48 ,38 I I I I ,---- (47,53) "' II a> ~ 0 ~ _\,_ :0 --, -a .. m U> ) SIL :lE i~~ ► Ill C_5 "0 I ~ 0 ] I~~ =-e. "' "' r - "' "' <-< II --~ §! .. "'" • l'1 oz o-< J'l ,. r -iii -64,00 -14 ,00 -10,00 CL 0,00 40,00 45,47 45,64 46, 14 "' II \ \ \__ "' 0 ~ 0 -.........._ '~ 'i\ > ..,---, \ l , 47.56 o, ---... s: 22.,.50 /0 47,79 I I I 48,46 (47, 62) "' " .... ~ 0 ~ :0 -~-----, :le "' "' r- ~~ II .,, "' 'i! .. . wn • "' oz 0-< "' "' r H ~ -64,00 -14 ,00 -10.00 CL 0,00 40,00 PROJ. No.2831-420-962 CAMPUS DRIVE WIDENING CROSS SECTIONS CAMPUS DRIVE STA. 33+50.00 TO STA. 40+00 -00 45 74 \ \ en II N 0 ~ 0 '"\____ " ~ ... .C~o \ \ .........._ _...,,. > .5 47. 62 o, •~-~·-~ S:: 21.50 /0 47,81 48.48 \·,---~ I I I (47,65) Vl II a, ~ 0 ~ :lE :0 ~-----, :le v? ("') -I ]> J> 3: " C w v? -I>-+ t::l c.n :;:o 0 0 0 g~ ;u;o CD)> CD i:;; :::c: :--1 ,o X M I "1 "' ~~ "'-< z- 0.□ J'l z -s2.oo r; I _ -75,00 J 13>. (47 ,00) :0 -72.00 \ • 47,12 __ ----, l'1"' r'H ~-~ u "1 ;o Ei! .. .p. Cl . l'1 oz o-< ,,, "' r -z ,,, ;ox M I .,, "' ~5 z-n □ MZ l'1 el r-"' V> <-< II .., ., □ .. :,; wn . l'1 oz o-< l'1 "' r -z ,,, 70.50 \... ~ -66,00 46,36 ....--47 .03 -64.00 ~ 46.53 , ~ "'· " ...______ "' II N 0 ~ • ;> -24, 00 -20,00 48.20 4 7 , 53 \ ~--S= I 7 . 0 0½ 48,21 ,..::::,::48,88 \ CL 0.00 I \ I I ~ u, II :- ol * (47, 86) :0 ·40. 00 ----, I 1(46.49) 46,23 \ \t6.90 c:. 46, 40 \ -_ ~ \ \ \ I 0 \ ~ 1.L______ "'· > " I I .......... 48.05 S=3,75½ 48,20 (47 ,34) Vl II <D ~ • ~ v? (") -I ]> J> 3: " C w (I) oJ) + t::, c.n :;:o 0 0 0 -82. 00 -75,00 -72,00 70. 50 -66.00 -64.00 45,78 45.95 2 f ~ "' II N 0 ~ 0 .........._ :0 ' :lE :0 ' :lE > ..,---, :E :u ..... :lE -15,00 47, II 47 ,78 ~ S::14.40 % -10,00 CL 0, 00 40,00 47.83 I \ I I ~ 48,50 (47,68) en II \ (JI ~ 0 :0 --..... :lE -I CO Ill o · ..... .. ~ z. REV.VAR. Hl CURB LOCATION 7·2.1-89 1:.M.R. Design: MK Drawn: MK Chkd: RW Date: U ~ 15-.88 Sym. Revisions Date py .. ,ox M I "1 "' ~-R J'l-< ii□ MZ l'1"' r- !2~ II .. "1 ., □ "' ,. n • "' oz 07 ,,, "' r H ~ Cl? ("') -I J> J> ~ C Wv? c.n + t:::, 0 :;:o 0 0 0 -82, 00 -74,81 -72,00 70. 50 -66, 0.0 -64,00 -24,00 -20, 00 ' o< cl> ::0 ::0 CD-. l> CD r rn :::c: :--1 f::::::.._ ~6.90 ) . --~ V 47.24 ---:ie ='I"'--,.-::. '{: 46. 48 \ .. ,..,.147., 15 46,65 N 0 ~ 0 .........._ _...,,. > 48,32 I--.,,,_-S= 12 , 257. 48, 14 ~ 48 .81 \ \ u, II :-..., * CL 0,00 (47,80) 40. 00 (I) (") -I ]> ]> 3: " C w (I) '-I + t::f c.n :;:o 0 0 0 :,, X M I "1"' l'1 "' "'" ,,, -, z- " c:, l'1 z l'1 "' r- "' "' <-, u .., ,. c:, .. :< wn • J'l oz OM ;o r -~ ,ox M I "1"' 1'11'1 ,on l'1-< z-o □ l'1 z "'"' r'H "' "' <-< . . 11-v-i "' Ei! tin • l'1 PZ o-J i;J r H iii -82.00 -72,00 70.50 -66.00 -64.00 -14, 00 -10.00 CL 0 ,00 40.00 v? (") -I ]> J> 3: " C .j>, (I) 0 + t::f 0 :;:o 0 0 0 -82, 00 -75 ,00 -72,00 70 .50 -66,00 -64. 00 -20 .50 -10.00 CL 0.00 40, 00 I I I ~ - :0 ____ , :E :0 (46, 76)--___ , ,;, 45. 97 . .,.........ll 46 , 64 46, 14· "' II ~ \ \ !" 0 ~ 0 ~ ,, > _...,,. \ 47. 96 47,29 . , S=8,25% 47 .63 48,29 \I --- I I I (47. 53) "' Ii 0 ~ 0 ~ ::0 _l__ :le (")< Cl> ::0 ::0 CDj; CD r J'T1 =i ' I /(46, 45) ==+===t-46.74--:0 --, :lE 45.98 46.15 -'--'46,65 U> II • \ ,r- ' "' ... ... -!t ',o !" 0 ~ 0 .........._ > ..,---, 47, 2.1 ~ 47a,88 . ~-6' I \ ·-o • 0 -t7 .as o \ 48,52 I I "' " "' ~ • ~ :0 --, :E COUNTY .OF-·ORANGE 25.57.0002 ' FINAL slJBMlfTAL 20 2 CAMPUS DR, STA, 42+00,00 CAMPUS DR. STA, 41+50.00 0 0 . ru ro I S = 2.0% X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 43.00 0 0 "' Q) I X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 43.00 R/W s, 2.0% "' "' r: s st ... 0 0 0 0 . ru ru '" -I I 0 0 '" 'l' 0 0 ru -I -o.-,--"' ... 0 0 . 0 d 0 0 0 _j u s, 1.91% ------ R/W 0 0 0 ... R/W 0 0 0 ... R/W VAR. HT, CURB~--.11 ill CAMPUS DR. STA, 41+00.00 0 0 ru a, I 0 oo 00 ~ ~U) ·~ <=: If) tu O '-.() . ..,. .t;-r;-";-'f'f X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.• 43.00 6 R/&W RELOCATED G" FENCE: -t-1 0 0 "' N 0 0 "' ., . 0 _j u s, 1.86% 0 0 0 ... R/W BLDG.l::l II _S::. 2.0o/o /\ CAMPUS DR. STA. 40+50,00 SCALE IN FEET 10 0 20 ( HORIZONTAL) 0 2 (VERTICAL) ,.._ ... ~ "' X . <X> * "' ... ,..._,L.... 0 0 oo O 0 0 lf)Ol()c:><;:;> . ru tr)OJQ\O""t"" co ,-... r--r--\() '° I I I f I I g "' "' 0 0 0 -I 0 0 0 .J u --- 0 0 0 ... X-SECTI □N DIST, FROM CENTERLINE REFERENCE ELEV,• 43.00 40 4 .. CAMPUS DRIVE VERTICAL SCALE 1 inch HOR I ZDNTAL SCALE: 1 in ch DASHED LINE= EXISTING GRADE SOLID LINE= FINISH GRADE 2 20 I.'.\ R/~W. ill 6" --,,i.f RELOCATED FENCE LC\ BLDG: Iii: ... ::.: I* ~ S!t2.0% VARIABLE HT CURB------....J _J CAMPUS DR, STA, 44+00,00 0 00000 0 001()00 ru ro I X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 43.00 R/W --------- " VAR.HT. CURB_.....,, CAMPUS DR, STA, 43+50.00 0 DOQOCI 0 OOIC)OO ru Q) I S= 2.0% X-SECT!ON DIST, FROM CENTERLINE ffi REFERENCE ELEV.= 43,00 BLDG. R/W "' .. 0 .. r---: U> ..... S= 2.0% VARIABLE HT. CURs-----U CAMPUS DR. STA, 43+00.00 ill c, 00000 0 001()00 o.i tnniC)..0./;t O'.) I'--. r-, I'-',O \0 I I I. t. I J X-SECTION DIST, FROM CENTERLINE REFERENCE ELEV,= 43.00 R/W VARIABLE HT. CURB-----i1 CAMPUS DR. STA. 42+50.00 feet feet o,_ V.tO tot!) ...... o Q 00 O o 0 0 01(} c 0 ru 'l' If) ru o ..o ..,.. t---t--r--\0\0 I I I J I X-SECTI □N DIST. FROM CENTERLINE REFERENCE ELEV.= 43,00 , 0 0 '" ru I 0 0 ru -I 0 0 0 _j u 1.83% S= 1.92% ~ "" ru "' .:':, "'-----::C--·- -,; .. 0 0 0 0 . ru ru ru -I I 0 0 0 0 _j u ; IS=2.0% . ... ~ O> ID o\o 0\ V ,o ,..., <!I· " ,,, ~ .:':, "' ., ,.,: ... 0 0 ru ru I N .. ..,: ... 0 0 • M .. ....- --00 ..,. 0 0 ru -I 0 0 ru -I 0 0 0 d s= 2.0% 0 0 . 0 d •••·-· . ..<·.• .. • .. AC ~ . .,,.,,,-.. ..J•sc·,~••·~••··' s-·,~-~.••••-•,-- ------------ R/W 0 0 0 ... R/W 0 0 0 ... R/W I I J1 0 0 . 0 ... R/W 0 0 0 .,. R/W PROPOSED DRIVEWAY CAMPUS DR, STA, 46+00,00 0 oo 00 0 011)00 C\J (UQ,i;..i-00 r--r-;. \OIJ) I r I I I X-SECTION DIST, FROM CENTERLINE REFERENCE ELEV.• 43,00 R/W 6 BLDG. Rf:LOCATED FENCE VARIABLE HT CURB -- CAMPUS DR. STA, 45+50,00 0 0 O 00 00 0 01() 0 0 t\J 'I.I'...; er r;-nJO '°""' r-.r,... \!) \!) I J I I X-SECTION DIST, FROM CENTERLINE REFERENCE ELEV,= 43.00 R/W /1 I S= 2.0% .., "' ... <(> ., / L- "' "' ... VARIABLE HT. CURB CAMPUS DR, STA. 45+00.00 0 0 ru 'l' 0 oo O 0 001()00 . ' " . ...o ru o \0 ,.... ~ ~t;" 'f 'f X-SECTION DIST. FROM CENTERLINE REFERENCE ELEY.= 43.00 R/W ffi VARIABLE HT. CURB---11 In CAMPUS DR. STA. 44+50,00 0 0 ru "' I .. .., ON U)(D ...... o oO o o o oat> o o X-SECT!ON DIST. FROM CENTERLINE REFERENCE ELEV.= 43.00 "' "' "' ~ 0°'° V ., <o ., o· ~,~ 0 0 0 0 ru '" ru -I I S, 1.75% ~ ru "' Q) .:::, 0 0 . 0 _j u R/W I ---------J 7 0 0 0 ... R/W 0 ... "' ... rs, 1.75% a, o\o (0 ~ V ,.fJt• <,' 0 0 ru ru I 0 0 . ru -I "' "' "' "'....- --Q) 0 0 . ill I ., "' ..,: ... 0 0 ru ru ' ..,. 0 0 . "' -' ru "' 0 0 ru -I ~ ru "' 0 0 . 0 d S, 1.75 % . ., ,:!. 0 0 . 0 .J u s, 1.67% 0 0 0 d ------ 0 0 0 .. R/W 0 0 0 ... R/W 0 0 0 ... w 0 z 4: 0:::: 0 LL 0 >-1-z ::) 0 u (!) z z w Cl -;: w > 0:: Cl (I) ::::> Q_ ~ ~ °,'g OU N <t I I"') co N 0 z .., 0 a:: a. Approvals Plan No. a> a) I l{) . . i s::. 0 GSA 41 000 -I 790 Sheet C-15 of 98 ...J ~ 1- :i: Ill ::, (/) ...J ·~-1.J.. N 0 8 [;, u'i N R/~W G" ---i RELOCATED FENCE£ I s, 2.00% ' V) 0 VARIABLE HE.IGHt CURB __ .,_., ---\ CAMPUS DR, STA, 48+00., 00 0 0 0 "' I 0 0 ru ', oo oO "' ... "' "' I I "" '" 0 .,. rt'/ o\o al ,,,,,, ""~- <,' 0 0 0 0 S= 2.25% "' '" 0 0 0 d R/W I I J 1 I 0 0 0 ... X~SECTION DIST. FROM CENTERLINE REFERENCE ELEV,= 43,00 Riv RELOCATE() ...,:..+-~ FENCE -~~:t--- "' ru "' "' ... ¢ o\o CD "'o .,. '1,· R/W I I I ~-s::·2.00% <,' BLOG 0 "' 0, ... ..._____ Ji "' ---!£?-- VARIABLE H.EIGHT CURB----"""IJ~.-,. \·"·,.,,. CAMPUS DR. STA . 47+50.00 0 CO 00 0 1/10 co . o ..,. ru "'°..,. co r,..I'---"°"° I 1 I I I X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 43,00 0 0 . ru ')' 0 0 (\) -I -'" "' ,,, "' ... .,; !fl• st.,,~ 0 0 0 0 0 0 ... R/W I I I _f ~ cf VARIA.B-LE HEIGHT CURB CAMPUS DR, STA., 47+00, 00 0 00 00 0 ·o O C)O \D. '-t "' "' I I 0 0 ~ I 0 0 0 0 0 ...J u X"SECTION DIST, FROM CENTERLINE REFERENCE ELEV.= 43, 00 • 0 ., ,,, 0 '1 ~ ..: VARIABLE HEIGHT CURB -· CAMPUS · DR , • STA, 46+50, 00 0 0 0 a, I co 00 ~It")~~ ru() -o "<t" ri-i---~ 'f s: 2.00% 0 0 N · ')' 0 0 . "' -I "' ... ., ... 0 0 0 d ..._____ ..._____ --- X-SECTION DIST, FROM CENTERLINE 20 10 2 REFERENCE ELEV.= 43,00 SCALE IN FEET 0 20 40 (HORIZONTAL) 0 2 4 •. (VERT! CAL) CAMPUS DRIVE VERTICAL SCALE 1 HORIZONTAL SCALE 1 DASHED LINE= EXISTING GRADE SOLID LINE= FINISH GRADE 0 0 0 ... R/W I I I ~ I 0 0 0 .. inch nch R/W I I I S.::2.00o/o VARIABLE HEIGHT CURB------· & CAMPUS DR. STA. 50+00,00 . 0 ('l')(\J \0-.t Q) r--. r-.. \0 ..0 t I ! I ! X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 42.00 R/W I I I ""~ I ", · I PROP. DRWY CAMPUS DR, STA. 49+50,00 I ~ 0 st "' ... "' "' I I - X-SECTION DIST. fROM CENTERLINE REFERENCE ELEV.= 43.00 R/W I I EXIST. WALK (TO REMAIN IN PLACE) BLDG ~ S = 2.00% CAMPUS DR, STA. 49+00,00 .,. 0 0 0 0 0 0 0 0 . 0 '!' ru .... I X-SECTl□N DIST. FROM CENTERLINE REFERENCE ELEV.= 43.00 R/W I I r---S•2.00% /.\ lo --........... -------~ I ~ ~ .,. \ \ .. VARIABLE HEIGHT CUA B---"'~ "'' -u::i-- 2 20 CAMPUS DR, STA, 48+50.00 feet feet .. 0 0 0 0 0 0 0 0 . . 0 (\J '°""" co ~ """° I I l l X-SECTION DIST , FROM CENTERLINE REFERENCE ELEV,= 43,00 .. "' "' I e C> ~ I 0 0 o 0 . . ru ru (\) -I I 0 0 . a, ,n ... ~ o\O OJ •" ., "' c;- 0 0 0 0 . "' ru ru -I I N -. a, "' .... a; o\o .. •' q~· 0 0 (\) ru I 0 0 . ru -I S= 1.60% "' " " ... 0 0 0 ...J u s, 1.83% 0 0 . 0 ...J u S• 1.67% a, ... 0 0 0 d ..._____ s, 2.08% 0 0 0 _j u ..._____ ..._____ R/W 0 0 0 ooo 00 0 00 o . -... 0 ... .. If) R/W 000 00 000 00 (l'\e.tCIJ o ..... NMM ,q-V R/W I I I I -..._____ J I I 0 0 . 0 ... R/W I I I J~ I 0 0 0 ., 0 0 0 "' R/W I\ s,2.00°1! \ I I I I I I lJ~.,,•" L CAMPUS DR. STA. 52+00,00 0 ru .., "' I "' "' .,; .,. o oo in u-, in ru "',,. "' If) If) I I I X-SECTION DIST, FROM CENTERLINE REFERENCE ELEV.= 43,00 R/W s, 2.00% -----..... /;\ . J\ ----...... Li:::, ill '--... EARTH SLOPE-~ CAMPUS DR . STA. 51+50,00 0 0 0 oo Olf) 0-00 . 0 (X) If) a, r-- 00 r--"° (() I{) I I I I I X-SECTION DIST , FROM CENTERLINE REFERENCE ELEV.= 43,00 - DRIVEWAY ---- CAMPUS DR. STA, 51+00.00 '-..._ '-.., '-..._ 0 0 0 '!' 0000 0 0 0 0 N o, .... "' I I . . ru o "' "' ' ' X-SECTl□N DIST. FROM CENTERLINE REFERENCE ELEV.= 43.00 Rl,W I r---S= 2.00% \ VARIABLE HEIGHT CURB - CAMPUS DR. STA, 50+50.00 ill 0 -o o 0 o QO o 0 0 (") .... lf)C":1 (l) r--r--'° '-I) 1 I I I I N ., " .,. -"' .,. $.:: 7.00% <D .. .. 0 ·!ti 0 t I "' 0 '4 .. .. "' ' .., ., 1 I If) ., 0 0 . 0 d s,o.ss¾ 0 0 0 0 0 s-= 0.23% 0 0 .; 0 " ., Oo '< If) ., . -" I I " ... --=------- 0 0 . 0 d 0 0 0 d 0 0 0 0 00 . 0 "' "' (") '<t 'V RIW I -----r s- 0 0 . 0 "' 0 0 0 .., 0 0 0 "' "' ., ru .,,. ru '¢" ~ I(} R/W 00 00 00 00 0\-(J\O (") -t" ..,..,n R/W I I I T I O o o 0 .oo • o o o• '~-~ 9 .. : ~;;;; _ .. ... "' "' '" R/W 0 0 0 0 . "' "' 0 0 w (.9 z <( 0::: 0 LJ... 0 >-1-z :::> 0 u PE IJ.J > a:: C CJ) :::> a.. ::i!: <[ u 0 0 . 0 0 + C\J I.O ~ Cl) 0 t- o 0 . 0 I.O . <[ I- C/) Approvals 0 0 .+ N IO co 0 LC) ;; ~- · 0 ~ "iii V) ·; !;;: QI "' r:r: er :::, u I-' ::c <X> (D I .. I()· ' .. .! .,, Q .. 'a ~ .c 0 0 •. Z C -, 0 a:; Q. 01 'ii Q Chief Satisfactory To: ;;2. ~-t !./ •• l?. Plan No. GSA 41000 -1790 Sheet ...J j:! 1- :::i: ' CD :::) (/) ...J <( z LL- C\I 0 0 0 ~ in . in (\J I ! ~ i ! i ~ [ I I ! ti l a CD-· 0) q "' "' [: ~ 0 (J) (') -. 0 z ~·. 0 J> < fT1 ;;u -'i C") J> r ~ 0 . ;;u ·.N 0 z -f J> "' r ~ ~ \· ~ ~ ~ O · r rn z ,, rn rn. --i 0 t:1 I n Pl;□ :t> ,_. I ;;:o < 3:: .t:1 rri· ,_, rr1 "'D ,t:1NAl C ...... ,□---,jV) 21--'--l •• riz z,_, rri ---i n tj II ]>]>A) '"'7 11rr ........ ,_, fTI < 3S ~ (/')V)rl 00 nn I-,]>]> ...... c,zr r ;u Cl r7 r7 ~ Cl •• -- fTl Al. J> ,_. ,_. t:1 l"'1 :::, :::, n n :y :y 11 11 • ruru 0 "'T) "'T) ({) ({) ({) ({) . .+ <+ llt8!11f c: G>n z -a c. ,.I ·=· • .• z= ... m ,, .!! .. • • -·· "' :ion. -" .··. mf::,r. .. .,.. ■o;_ " -·-~i· • .. • ·."'= .. • .. ··• -c. ""'n ,, •·;;· ... _ •. '-=·➔ . 9 .. ·. I .! .,.,o· •. . . .. ,: .·· -.. ··_. . -.. ·. ' .... ·.; ...... 1 ·· .. ··. ·.·.··•.·•.· :...· .. •.•-, ·. ,· ,::. ..... · ... · .. -•' •:... ':'--,..,,.. ·< \ ... J ·;;,,· . ,,.. ,--"l" "< H ,: •• '• ' ,· • ••• ·'t:,.,, t,:, ·•· ~•;;,_: t :~· y .. I ~ :.' ·,'(.• .. , '\ ·,': ,,._;, .,. ·.' , IIH ;.. ' ••• •· ~ ' , r· •> '\. ,,,,, ':"'' . i~ ··(· ,ti ' t • L n I g! ---I -.J - G) Cl) ► <:>:: ·ce:::.:.= ~ 'ti o-0~ Oz 1!) -.-·.--.i (I) 0 '· I • \,Fh27o-26G • -tAE:t:( 3/7 8 ,.. . • • . ••. · ·,.: •· .,s· ;o X r, ' "'1" /YHT'J ;on r,--; z -n □ 1'1 z r," r-rr; V) <"' " ,. .., "' □ :a: wn . r, oz 0 --< :;i r -z r, VI n --'i l> l> 3: "U C U1 Cl) ru + t:1 U1 ;u 0 0 0 "'x• -106,00 r, ' "'1" r, r, "'n r,--; z-no r, z r," ~;::;! -87.00 <--; .. " .., "' □ :a: ,. wn . r, oz 0--; r, "' r -iaj -60.00 -54.00 -52,00 -11.73 -7.70 CL 0. 00 30,00 (/) n -, J> J> 3: "U C lJ1 (/) .i. + t:1 0 ;u 0 0 0 -106 .00 -91 ,00 -56,00 -50.00 -48.00 ·989 -5:89 CL. 0 . 00 30 , 00 45 .99 'ti m en -~ ,, !!!. > A.I -· ~ ,, r !!l. • -o I;" ~ I-'--! 0 ·-t.-0 < ·• 45.75 45,92 / {46.84 I I I~ ~ 4b.35 """ r-)> 0:,J I">.. \ ~1v \ " " "' g ---I>~ . ·. ::u ------------------ 46.42 \ \ ----- I I I I ~47'.65 S=ll.91 %. 474 6 \--"' 48 13 j 47 .67 f'? " I"''" I ~ ;~ 46.7 1 ~ \ \ ----"' :E ::0 ---+--------- 46 .78 47.70 " '-.._ .._..__ J /> g / 0~ / ::0 --------_. ---·, 46,,,, r/ ~ ~ * ~ 47.3 1 --,--. 47, 80 S=4.75 % 4~99 )47 .57 II? " It ;ii . [46.59 ----, \ .._..__ ~ :,; I "' --r-----. ---~ :E ~1 .., " r, r, ;o n 1'1 --< z-n □ r,z """ r ~ r," <"' " .., "' □ :a: ,. . w n . r, oz 0--; r, "' r -z "" VI n --'i J> J> 3: "U C lJ1 (/) w + t:1 0 ;u 0 0 0 -106 .00 -93. 00 -5B .oo -52 .. 50 -50, 50 -10.61 -6.61 CL 0.00 30 ,00 (/) n --'i J> J> 3: "U C U1 (/) Js + t:1 Ul ;u Cl 0 o . ~'j'T -105.00 .., "' 1'11'1 ;o n l'1 -a z -Cl□ riz l'l"' r ~ r,., < -a " .., "' D :a: ... wn • 1'1 oz 0 --< l'1 "' r -z f'1 I -56.00 -49 .00 ·-47.00 -10.29 -6.28 CL 0.00 30. 00 CAMP US DR IV E W IDENING .CROSS .·.··SECTlONS DRIVE I I I I ~46 .42 \ \ I 147.44 ) "' " ·"' g * 46,53 ~ '--=------/ :u ----__ , 45.74 t"""""' 45,91 // /-:,; 46 . 12 46 ,69 _/ ~, ,, ;\ ;;'<\ \ '~· 7,62 47~4·r 41&,1'f5% 47 .6"3 I <;' ~ L'" '" /~ , s \ " " 0 .., -"" \ \ __ I ___ ?2 I :E 47 ,30 \ \ \ \ "' .,;; \ 1 \ o I / -----46. 95 j---y-,;c:_ _ _ ::0 / --~ 46.29 ~ ~ t~ .· ."' .;,.\' ~ ...Q.\ 0) 0 . ~';:, ' 4 7.23~b 47.90 0 . . S= 1.25 1/o 47.28 : 47.95 ) 4 7."39 /"' ,, ;;.• /~ L 46. 50 7 \ .._..__ ~ \ ::0 --\--"' _, v'l n --'i l> l> 3: "O C lJ1 (/) w + t:1 U1 ;u 0 0 0 "'xt -1"05 .!JO f'1 ' .,, "' /T1 t'"l I· ,i n r'l ~ z-no r, z "'" r~ '"" <--; " .,, "' D ... Cl' wn . r, oz 0 -a f'1 "' r -z "' -57,00 -51 . 00 -49 .00 -10.00 -6.QO CL O. 00 30,00 VI n ,:, X ITL J "" r, 1'1 ;on r,"' z-n □ r,z r," r~ r," <"' " .,, "' D :,: ... wn . r, oz 0--< :;i r -z 1'1 --'i J> J> 3: "U C lJ1 v? lJ1 + t:1 Ul ;;o 0 0 Cl -106. 00 -82 ,00 -5.00 CL 0.00 . 2 .00 10 .50 30.00 83,0 0 \ 46 . 72 \ 0) " '-..... ·: .. P r /> • 45 ,87 • : 46. 7-----:::: ,54 / -cc !" 0 0 46, 04 / ,\-✓ .\.n l\ \ H---,,. 4 7.69 ; • s·=S.751% . ~ 48.'04 47.'44 !1 " It "' 1~ L.;6 0 · ) I I \ 47,62 ::0 ---\ ------------~ ::0 45.48 ------------- ~ ~ ~ 46 .33 \ \ ,} ,\ \ ,><>\ 47, 01 / /}! '" lj L~ 7 ~ "-.. r I --1--· :E ::0 ___ , :,:; ,., COUNTY OF ORANGE 'I ' Sl ::T !!!. • ··'\'JI/. '< ,..,, Ill "'II -t !. CAMPUS STA . 52+ 50.0 0 TO PROJ. No.2831 ,420-962 STA. 55+50;oo REPLACE VAR.HT-CURB WFfHEARTH SLOPE1REV. ELI 7· fl-89 I E,M.R. ~ ~ ,,. \~ Design: ~.K. !Drawn: M.K. Chkd: R.W . _;_, Date: )I ... I 5 -88 . . • -. •• ADD VAR,HT. CURB ATSTA.52+50 4·7·89 I E.M.R. Sym. •• Re11h1ion~ Date I By ,, .. ,. 2!i:57'. 0002FINAL SUBMITTA L R/W I EX IST.;,~jl 4' -HIGH FENCE 5 · ( PROTECT . I '2•00% IN PL.ACE) ..__ EARTH SLOPE.---, CAMPUS DR, STA. 57+50.00 0 0 . 0 .... I <Xl ~ ,D Ill 1/l .. ,,. 0 oo oo O oo 00 or-:t.0 -Q\r--'° tr) lfJ '<!" 'It I I I I ! 0 0 0 . "" I XcSECTION DIST, FROM CENTERLINE REFERENCE ELEV .= 42,00 R/W EXJST. ·1 4' HIGH -----! FENCE I (PROTECT 1111 PLACE) ffi 1-s,200% EARTH SLOPE ----1 0 0 . 0 ...J u . .... ,,. '--' " '<-'3"1,...--> ..--A-....... s~::.'.-' - CAMPUS DR,· STA, 57+00.00 0 0 0 "" (D "' . • If) If) ,,. .. o Oo o o 0 0 ·0 0 0 0\ r--,.,,, er, r--. I,() lf)l.r) ..,. <d' I I I I I 0 0 0 "' I X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 43.00 EARTH SLClPE---t CAMPUS DR. STA, 56+50. 00 CAMPUS DR, STA, 56+00,00 0 0 0 " ' 0 oo O 0 0 00 00 (]', r--Ii) Q\ t-,. If) !(HO <d' "<t'. r I ! I ! 0 0 0 "' ' X0 SECTION DIST. FROM. CENTERLINE REFERENCE ELEV.= 43.00 0 0 0 .... ' S=2.00% -.. 0 "' • • "' If) .. .. 000 00 ooo 0 0 0-, r-,.. U) 0\ r--. If) l() 1.0 .,,-V l / I I I .o 0 0 "' ' X-SECTl □N DIST . FROM CENTERLINE REFERENCE ELEV·,..-43 , 0 0 • SCALE IN FEET 0 0 . 0 ...J u 0 0 0 ..J u 0 0 0 00 0 0 "' ..J -' u 20 10 0 20 40 CAMPUS DRIVE 0 0 0 "" / ✓ "' .. 0 0 0 "' "' ru j£ 0 0 0 "' "' ru 0 0 . 0 "' r ( HORIZONTAL) 2 0 2 4 VERTICAL SCALE 1 HGRJZ □NTAL SCALE 1 DASHED LINE= EXISTING GRADE .SO LID .LI NE= FINISH GRADE (VERTICAL) 0 0 0 0 R/W 0 0 " "' If) Ill ~ / R/W I I I -1 I I I I R/W I __J I I 0 If) "' "' I I I -- R/W I I 1---- 1 I I I 0 0 o heh nch 0 0 0 2 20 0 0 "' "' feet feet ffi EXIST. 4' HIGH-FENCE' / ( PROTECT IN PLACE) 0 0 CAMPUS DR, STA. 59+50, 00 0 " I R/W I I I I 0 oo 00 ... o= oo Q\ r-,.1.0 O" " lf) lf}IJ'\ ~ ..,. t l 1 I l 0 0 . 0 "' I 0 0 . 0 ...J u X-SECTION 't!ST , FROM CENTERLINE ffi REFERENCE ELEV.= 42 ,00 EXIST. R/W I 4 ' HIGH ---11 FENCE (PROTECT I Ill PLACE) 0 0 0 "' ru 0 • . If) If) ., ., ooo 00 0 c:,O O 0 . . ' CAMPUS DR. STA, 59+00, 00 0 .... ' °' ,..._ Le\ O'\ r---1{) If).\() .... "'f" I I I ! I .... If) 0 0 . 0 "' ' ,;:;-., ,,. "' ~ s~~;n'f;'...-___..._._ - 0 0 0 ..J u X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 42.00 R/W I E.XIST. I 4· HIGH ----t FENCE I ,s,2.00% EARTH SLOPE ~--...i~ "' '\. ~ ffi (PROTECT IN PLACE) CAMPUS DR. STA, 58+50,00 0 0 0 " r 000 0 0 ruoo o o O'"> r-,.. \.fl O\r----U'}ljj LO 'Sf'V I ! t I I 0 0 0 "' ' 'ITT' "' "' ~ s--=-~_:,'?•:fj:?--. --------- __.,.- 0 0 0 ..J u X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.= 42 .00 R/W I E,XIST. I 4 HIGH~ FENCE (PROTECT I S,z.ooo/, IN PLACE) I ' ""' (D -"' -:!, EARTH SLOPE -..._ ..--A-....... ~( 3 -:_!! o;,: J ......... 0 0 0 " ' "' .,, If) "' "' .. "' ,i .... 0 oo O 0 OOQ oo 0 0 0 "' ' 0 0 0 ..J u . If) .. 0 0 . 0 "' r -.I "' .. "' .. 0 0 0 "' 0 0 . 0 "' J "' "' If) .. 0 0 0 "' 00 00 0 0 0 0 0 0 R/W I I I I ~ _ _,,, I I I I 0 0 0 0 0 0 0 0 ,-.... 0\ ,-.... 0 If") In '° r--- 0 0 00 R/W I I I ,,,I I 00 0 0 0 0 R/W I I I l I 0 0 Q 0 0 0 0 0 r--O"I r--,. (") V) in <D " CAMPUS DR. STA. 58+00.00 ---~-~----...... ------------------------.-,..C.-• X-SECT I □N ·DIST, FR□M· CENTERLINE REFERENCE ELEV.= 42 .00 CAMPUS DR. STA. 63+50.00 CAMPUS DR. STA. 63+00.00 CAMPUS DR. STA. 36+40. 02 CAMPUS DR. STA 23+09.02 "' .. If) (U R/W I I "· I 1 $: 2.00% I "~ 0 0 . 0 .... I 0 0 :;j:'-.... -"' If) .. ' ' '" "' .. .. 0 0 ru .. I X-SECTION DIST, FROM CENTERLINE REFERENCE ELEV.= 42.00 s~ 2. 00% 0 Cl O 0 0 0 0 0 0 0 o · ru r--, .,...°' r---,J) If) lf)-.:t- 1 1 I I I 0 0 . ru ... I XcSECTION DIST. FROM CENTERLINE REFERENCE ELEV .. = 41. 00 If) y 0 0 . 0 ...J u 0 0 0 ..J u ....__ RET. \/ALL I RET. \/ALL ----/ 0 0 .... "'"' .,, a, "' "' I 0 o 0 0 0 0 N 1· I . . . 0 0 "' "' I 0 0 "' .. 0 0 "' "' ' X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.• 44.00 - 0 0 "' "' ' R/W I S•r.00% I 0 "' ... "' 0 O "' "' 0 0 0 0 0 "' ... "' l I I X-SECT!ON DIST . FR-OM CENTERLINE REFERENCE ELEV.= 47 .00 .. ,.., ... ---- 0 0 .... I g 0 ...J u 0 0 0 ...J ·u ----- • -------------- 0 0 ... "' 0 0 ... "' w 0 z <( n::: 0 LL 0 >-1--z :) 0 0 . ... 0 er 0.. l1J u z w u.. ..J u :r: Ill 1--s 3: ui ~w -~ ::, 0 a:: <.) .J ,..: (J) :r: (X • <l: > w V <l'. .J 0.. 1--1!.J -cr:3: - .. ,!., I'll Q .. Cl) => 0 d5 CL 1- :'2 oo <C oQ :r; U ·oCP -., oo c + + ;:: u, r<) I! ID CXI 0 . . <l Q PE / fo Chief ,e,. Satisfactory To: :t-f ti--'8' o/ Plan No. GSA 41000-1790 Sheet of 98 ...J ~ I- I- ~ Ill ::> Cl) ...J ~- IL ~ 0 0 r-·io . IO N SCALE IN FEET 20 10 0 20 (HORIZONTAL) 2 0 2 (VERTICAL) 40 4 R/W S;; 2.00% 6"AC.OIKE,J j R/W 6" AC DIKE 8,00 00 (O'.,,. N "'""" 800 00 Mo M In .,; In ..... 800 00 tO• (\J ,nln "' 0 0 0 .,. 0 0 . a, ru 0 0 . 0 d X-SECTl□N DIST. FROM CENTERLINE REFERENCE ELEV,• 43,00 /\ \ ,.... "' a, In -:!. 0 0 0 0 0 0 .... ..J u X-SECTl □N DIST. FROM CENTERLINE REFERENCE ELEV,• 43,00 2.00% ,.,.. 0 "' "' ~ -~52¼) _ _;;;., 0 0 . 0 .. 0 0 0 ..J u X-SECTl□N DIST. FROM CENTERLINE REFERENCE ELEV.= 43.00 MACARTHUR BLVD STA, 22+50.00 MACARTHUR BLVD STA. 22+00.00 MACARTHUR BLVD STA, 21+68.00 MACARTHUR BLVD VERTICAL SCALE: 1 inch HORIZONTAL SCALE: 1 inch DASHED LINE= EXISTING GRADE SOLID LINE= FINISH GRADE 2 20 feet feet R/W I s;; 2.00°/Q IJ TV) <'). • In "' ... ... Ooo Ot'!!:lo "'.,. ru 1Jjlf) in 800 00 !.(>·'<t(U In lnln R/W I I 5•2.00% . In ~ 0 0 0 .. 0 0 re .. ~ a, ru 0 0 . 0 X-SECTl □N DIST , FR□H CENTERLINE REFERENCE ELEV,• 43·, 00 " 0 0 0 0 0 0 . . 0 a, ... ru ..J u X-SECTION DIST, FROM CENTERLINE REFERENCE ELEV.• 43.00 . ....... "' In i I "' 0 ... s• L4Z ,.__, -"' Coo ooo U>V-N In"' "' R/W I 5•2.00"/ol s"Ac OIK~;;; I I I Coo ooo u>vru u')I/') 11'1 -.......::;.. 0 0 0 0 . . 0 a, .... ru 0 0 . 0 X-SECTION DIST. FROM CENTERLINE REFERENCE ELEV.• 43.00 0 0 0 0 0 '" .,. ru 0 0 0 ..J u X-SECTI□N DIST. FROM CENTERLINE REFERENCE ELEV .• 43,00 MACARTHUR BLVD STA. 24+50.00 ' MACARTHUR BLVD STA, 24+00.00 MACARTHUR BLVD STA, 23+50, 00 MACARTHUR BLVD STA. 23+00.00 0 0 "' "' Se: 2.00% 0 0 "" In RIW I I S=-2.00% (') "' -- 0 0 ru ru 0 0 --0 . ru o a, ..,.,.. ru ..J u X-SECTl □N DIST. FROM CENTERLINE REFERENCE ELEV.• 42,00 0 "' -"' • . In v..!, ... --,-.. ,-.. ru 0 ... .. 0 0 . a, ru - 0 0 . 0 ..J u X-SECTI□N DIST, FROM CENTERLINE REFERENCE ELEV.= 42.00 ,--.. "' ,-.. . "' ~ .... --->-'---. In -~ ru ,,.. . -"' "' .,; "' .. ...... ...... 0 0 --0 0 .. "' "' 0 0 0 a, "' 0 (D ..... .. ru .J u X-SECTl□N DIST. FROM CENTERLINE REFERENCE ELEV,= 43,00 MACARTHUR BLVD STA, 25+ 50, 00 MACARTHUR BLVD STA, 25+35.40 MACARTHUR BLVD STA, 25+00.00 ' w c., ..J z <t <( ..... ..... 0::: :iE 0 co ::> Li.. CJ) 0 ..J <t >-.Z I-LL z ·N 0 :) 0 0 0 0 I'- IO It) N :,,,. 11D Cl) -IQ Q • [ u, CD; (1) l LO .. t CD Cf) .. 0 IQ 0 Q z z q z 0 Cl s;t > i;;t" w -:.J + Cl I-co I!) 3 -C\J . 3 u 0:: w 0::: <;( .. w f-,::, > :::> U) .II:. en B ::i:: 0 a:: Cl I-f- (.I') a::: 0 Cf) Cl) <( 0 ::.::. ::> . u CX) ~-n.. 0 <( <.O ~ ~---+ .. 0::: C t\l. <;( C\J 3: ID u 0 IQ OI . ... I <;( Q 0 I--' • (\J U) 'It I ¥ -.., . co ~-t\l 0 .. z C -i ICJI 0 "iii a; Cl)_ a. Q Approvals PE l!Yl· . C, Chief f1 j , Satisfactory To: et..-1 '±,-l."l. Plan No. GSA 41000 -1790 Sheet of 98 \RIBBON i GIJTTE:R 20 6" CONC. CURB SEE DETAIL 2 THIS SHEET FINISHED GRADE EXIST 'BLDG. PROPOSED.AREA FOR CONTRACTOR'S YARD. • • DAYLIGHT LINE STA. 13+ BC/ 50.94EP VAR. 15.00' -25.85'•• ' + EC 51.32 FL " •• • 51.45.. EP Cf. SERVICE ROAD 15' I I 2" AC ~ 151.23 FS 51.39 FS -"',.~+.,-!,.;r:;,!.j...!,!..2.- ·-- PVM'T C&G er: EXISTING GROUND I VAR. SLOPE I,,,.-~ ~::r'-'r--'--------. -----,-_.::,.__ 5% MAX. •• AT STA. 11+47.79 5" AC ~--12" AB TYPICAL STREET CROSS SECTION N.T.S. I '-I --/ LRIBBON GUTTER • SEE DETAIL 1 THIS SHEET 51.09 STA. 11 +98.74 EC 20.67 LT 50 93 FS 51. 34 EP ~ STA0 • 10+9t.OO BCR- 51.85 TC . • -... 51.18 FL F. STA. 10+00.00 SVC. RD. STA. 23+09.02 CAMPUS ··-' \ \ \ * GRADIENT IS ALONG E.P. ~ >-' (/) .J <( ::, 0 • SERVICE ROAD PLAN SCALE 1" = 20' INSTALL NEW rENCE /4-£\ (J?EtOCATEIJJ f,4--.:Y,,,--,,,,__-f--,· 3 EXIST. FENCE I I ,50.46 Etj 50.33 FL EXIST. (SEE E.M.A STD. PLAN No.1201 FOR GUIDE) N 40"39'21"E ( CONS'C) 24 1----------· r-N 40"39' 20" E ( SURVl;:Y) I ~--+----3,000 PSI CONC. FINISHED GRADE .. J[ RIBBON GUTTER DETAIL N.T.S. 'LINE DATA □ BEARING e DIST, 1 N40"39'27"E - 2 N49'20'33"W 111.00 3 S20'02'16"W 52.09 4 S40'39'27"W 46.70 5 s22·17•12"w 50.82 6 S40'39'27"W 50.27 e CONSTRUCTION BEARING CURVE. DATA 0 6 R L T 1 90• oo·oo· 37.00 58.12 37.00 2 20·37•11· 115.00 41.39 20.92 3 20· 37'11 • 145.00 52.18 26.38 4 90• oo·oo· 25.00 39.27 25.00 5 108' 22'15" 35,00 66.20 48.50 6 18 '22•15• 200.00 64.13 .. 32.34 7 89°46' 57" 20.00 31.34 . 19.92 8 20•5z'~" 52.00 7;3;q-!5 . q,58 9 90°00'00' 37.00 58.12 3foo 10 /ltJ'4IJ'IJ2" s.oo' o/.(,8 7. 23 II "ilJ'/2' %" 3.IJO' 4,72 3.0/ Ii 95' 571 29'1 '25.()() 4/,()/) 2i1"? £ .CONSTRUCTION NOTES G)-TO BE REMOVED (ITEM AS ·INDICATED) @--JOIN EXISTING (})-SAWCUT EXISTING @-FEATHER TO JOIN @-CONST. ACCESS RAMP PER OCEMA • 102.-0-0C TYPJ;: "A" @-PROTECT IN PLACE (ITl::M AS, INDICATED) @-INSTALL 8' HIGH CHAIN LINK FENCE PER , F.A.A. STANDARD SECURITY FENCE SHT. NO. C-53 @)--"-CONSTRUCT 5" AC OVER 12• AB @-CONST. RIBBON GUTTER PER DETAIL 1 THIS SHEET @)----ADJUST TO GRADE IF Nl::CESSARY; PROTECT IN PLACE (ITEM AS INDICATED): @-CONST. CROSS GUTTER PER EMA STANDARD PLAN NO. 106-0-0C • @-CONST. 6" CURB PER OGEMA .STD. PLAN 104-,0-0C TYPE A1-6, SEE DETAIL 2 THIS SHT, £®--LAY IMPORT SELECT FILL 2" BoLOW SURFACE IMPROVEMENTS • @-TO BE Rl::LOCATED ( ITEM • AS INDICATE:D) VAR. SLOPE . .,., _, :, ... , "'·' 12" AB CONC. CURB DETAIL 2 N. T.S. ·/· ..... . :~;-... tit .• ·: L&J (.!) z <( °' 0 LI.. 0 ~ z :::> 0 0 (!) z z w 0 3:. w > a:: 0 (/) => a ~ <! u ~ ::;: "" ~ .,, 1-.J ' !!: -"' 5 00 ' <J) "" ~ -~ w 0 0 z <( z :5 Q_ 0 c::;;r: 0 a:: W (_) ___ , > a:: w (j) g <fl "l ' ~ '° .,, lll I-' C '2 0 Ul Cl Cl <t 0 .,., i'.o c3 <lJ > C,I "' l:J Cl w <Jl s w "' Approvals a: ::;;, w a, co ' ,...__ ' <:t en Lu ,s 2 UJ u z , UJ LL t;:; i';'.i >' Lu C: ._.;-::,;; > a. u « ...,- z . :::J UJ er, « w -' 0 0 « ~ CD -CCI C UI C 0 ·-UI ·;: CD a: . E >-U1 co co • !O Cl ffi· .. C ' == C\I CCI . <O .. a, C I 0 'C\I <t I .., . • CX) 0::: C\I LU . 0 •. Z C ' ti) .-, ·-0 UI 0:: CD . Q. C PE O Chief f("d'.7 Satjsfac::tory To: ,g-19-8? Plan No.· GSA 41000 -1790 Sheet 0198 ' (\J g cf I'-'' IO ' . IO .C\J j, 47.46 TC 46.46 FL 0 -' f--lL Q_ (0 -w ... (0 (0 ,-..: <D "' ..,. ..,. © st- Q_ w (0 * CL OF CATCH BASIN STA . .30+50.49 47.39 TC 46.39 FL 47.48 TC 46.81 FL LOC.L\L DEPRESSION DETAIL 3 N . T. S, C-4 46.64 TC 45.64 FL 46.65 TC 45.98 FL Q_ w "' I· 10· • I ~- 46.64 TC 45.64 FL 46.65 TC 45.98 FL 46.15 EP CL OF CATCH BASIN STA.49+90.87 LOCAL DEPRESSION SCALE ·:-1" = 10' 4 5 A 24" CRATE INLETS &.:::.(GRAPE Tt? PRAIA/) 5 €?; CiR€JN€? }'b<WS /=ORt;,€771/L l--- ~ \., "'" ffi r,P" 4 5 EXIST. "' "' EXI ST. A.C. 73 £ 7 CATCH ,BASIN AC -::-- 46.79 TC 45. 79 FL 46.80 TC 46.13 FL Q_ w 0 ,,., (0 st- g 0) r-- (0 ..,. 10· 46.79 TC 45.79 FL 46.79 TC 46.1 2 FL 46.29 EP CL OF CATCH BASIN STA. 33+31.85 LOCAL DEPRESSION DETAIL 45.48 TC 44.48 FL 45.50 FL 44.83 FL Q_ w 0 0 tI) ..,_ / SCALE : 1 •• = 1 O' 45.46 TC 44.46 FL 45.46 TC 44.79 F L 44.9 EP CL OF CA TCH BASIN STA. 59+82.92 LOCAL DEPRESSION DETAIL SCALE : 1'' = 10' 4 C-5 8 C-8 I+ 58.00 ~-7 t--' -r >-w~ (/) ~ ~ z 0 ::, = 0 U) .a.. 9: N . s;,""' ~I N <.o ffi • 'SI-"' • ~ U1 + +o ,J tI) "'+ "' II) C> <( ,,,~ I I-,.... '-' -CL (/) -~tss I t (4$.94TC) -£ (45.27FL) CAlvlPUS DRIVE I R=1200' 56 13 EXIST. AC. ~ -----------------------o----- SEE SHT. NO. C7 FOR HORI Z. CONTROL DETAIL ro SCALE: 1''= 20' C-7 46.13 TC 46.13 FL 46.13 TC / 45.46 FL Q_ w ,,., (0 tI) st- 5' 7' 5• 46.14 TC 45.14 FL 46.16 TC 45.49 FL 45.66 EP CL OF CATCH BASIN STA. 38+ 71.25 LOCAL DEPRESSION DETAIL SCALE : 1" = 1 o' 5' 7' 5' 46.38 TC 46.38 TC 45. 71 FL . ,. 45. 71 FL _,,.,, / / ~ 45.s_u:_r/ u".'.'. u ".'.'. 2;_, \45.88 E -I-LL I-u... 1-w.. p r--H'-r--..,_ r--r--,,., "' ,,., "' ,,., "' <O U) <D U) C.Oui ..,_ ...... ..,_ ..,_ ..,_ CL.OF CATCH BASIN STA. 52+ 77.50 5 C-5 LOCAL DEPRESSION DETAIL 13 SCALE : 1" = 10' tis;===:=====-- C-7 ~ PRO~ WALL Li..:) H• 12" ( VAR.) EXISTING \ \ i: y I- 46.73 TC 45.73 FL 46.74 TC 46.07 FL Q_ u w f-- ..,_ N N r-- <D <D "" ..,_ 1 o· -17· --46.72 TC 45.72 FL CL OF CATCH BASIN STA. 44+23.25 Q_ w N N <D ..,_ ·u -' -1-lL N II) I'-0 tO <D "" LOCAL DEPRESSION DETAIL 6 SCALE : 1" = 10· C-6 NOTE: ALL LOCAL DEPRESSIONS ARE MODIFIED STD. O.C:E.M.A 1308. WIDTH IS CHANGED f'ROM 4' TO 2' . ·-,,-1 L t 14' . . . • • F'C = 3000 H ):/ ~~ / /.':\ 12" s',4"pcc sw PSI • • • • • •• . . . I ,- -, ' . . U) • / / H- 12·· ~#4 @ 18", GRAD i l • •• • . CONCRETE BUS SHELTER N.T.S. E 60 C-2 EXIST CURB 8. GUTTER£ I I I "° ~ I ;:: )--+ _, EXISTING ;?. I ..,-0 MAINTENANCE Ni • 0 BUILDING "-' '-I :<1'.co ffi+'.::i AC" VMt ~ I.O ·, I "' °' ---: 2 I <( . , ..... ---l-1----u'/414 t;:; ~ I AC PVMt EXISTING BLDG COLUMN PROPOSED R/W :::k R/W --'> EX I ST I ~Q __ ,/,,.--'--- CU RB ffi ~ "' ' 00 <'. --c..o \jJ LO 0 1-_ PROP . R/~-,\r B:fiAF CURB _ -- ffi @---CONST. DEAD E.ND -SIGNING BEJ.llND fR0P00c.O E>.W AND f;,f:TII/EE.N E)(l<;,T. CUl<J', R.E:TUfsN<; PER oc.E. M.A. '?Tl7 PLAN No. 1401. ..JJ-~~e-l f= • --'=-PROO WALlc-#=-1,e-( RI ,; --<t_ <t.:-' . C, ---: 0° -o CONS+. G.L. FDWE TO '": • .,, ---,tl\,+Sl-c/t-"..,..,..tt---tlr t() j:C «i ~-0 0U+SIDE FAGE OF N f-f>... u, oo (1) oo BLDG. 00LUloltd5 + .J ffi NOTE: SEE SHt::ET NO. M-1 FOR RELOCATION OF LO 0 EXISTI NG FA CILITI ES IN THIS AREA. <i 10 \ l-0 ,, m ·m DETAIL 1 SCA LE: 1"= 20' C-3 CONSTRUCTION NOTES: G)-To BE REMOVED (ITEM AS INDICATED) ~ JOIN EXI STING G:)-sAWCUT EXISTING @ ~--FEATHER TO JOIN @--CONST. 8" CURB ONLY PER O,C.E.M.A. STD. NO. 104-0--0C, A1--8 ~CONST. 8" CURB AND GUTTER PER O.C.E.M.A. STD. NO. 104--0--0C, A2°c8 @--CONST. 4" THICK P.C.C. SIDEWALK PER O.C.E.M .A. STD. PLA. 1205 @----rROTECT,,IN PLN~_E, (ITEM ~S INDICATED) ~ _ @--.ON ST. 8 HIGH e, ___ FENG,. PER F.A.A. STD. SHEE, NO. C 53 ~ ~o,Ns r 1f·:• t~ sLi BETWEEN AND FLUSH WITH AC DIKES @~--CONST. a" .AC DIKE PER APWA STD PLAN NO.1O4~O TYPE D1-8 @ ® • CONST. VAR. I IT CURD. Wf"l'CL ro~CF .... ror AS SI IOWtd DET. I;$ SI IT Cz!z! f,7 . CONST. PARKW_ AY CUL.VERT PER OCE:MA STD. PLAN -_ -/::-. N0.1309TYPE"B" • ill Q _ @-~CONST EART SLOPE AT_ BACK OF SIDEWALK SUITAB{J: FORLANDSC_,APING • 11];-------CQIQS I. 8. C -/VIA Si D P . .s---0·-06'-"A pt,_ A5c'8 w G z <( 0::: 0 LJ._ 0 >-1-z ::J 0 0 0 z -:, ~ Q. ~ ~ Cl< ::.: -s;; ::;;: 0:: .., tu o;, 2 "' co "' ""' ' "' <N "' ' ' r-- Approvals a:: ~ LLi 0) co ' ,.._ ' <;j- .>, ID .! -111 0 ;: a: _,_ Ill a:: i • SatisfactoryTo: - ~ --:/l/-!!f Plan No. GSA 41000 -1790 Sheet 98 I I I ( 4" THK. SIDEWALK OR NA TUR AL GROUND AIRPORT 1W STREET r 4" THK SIDEWALK OR A.C. PAVING F+=~i~== VA S VARIABLE HEIGHT CURB DETAIL I I N.T.S. A . JOIN EXISTING GRADE -- - f-~ 4" CURB. :Cw p (.!) Cl ROPOSED R/W -- ' "' . "" ... <( <( ........ ,. "' "' (0 f-(.!) .... ..... . -... en . . . . . . . . . . . . . . . . . . . . . ..... .. ... . ' .. . . . ..... ' . . .... ..... I . 3' 16' ' 3' CURB A TRANS. PLAN VIEW 24 ,, CURB FACE 6' 1" i--'-7" 6" 2% ; I I I 0) . J I ;.. -I -. .. ........... , .... .. :x> ..... I ~ PROPOSED CURB ( STD.) SECTION A-A MODIFIED DRIVEWAY APPROACH DETAIL HANGAR/BLDG. PROP. C ~ G N.T.S. 4.!?* ~PORTION OF EXIST. FENCE TO BE REMOVED ( TYP.). l ~X 1ST x~ FENCE *NOTE: 4.51 MIN. OR'. VARIES AS NECESSARYTO REMOVE EXISTING PEDESTRIAN GATES WHICH FULLY OR PARTIALLY EXIST WITHIN THE 4.5' DISTANCE DETAIL 17 N. T. S. C5,G6 8". CURB -7.5% 9 C-6 4" NIC EL. EL. 46.00 " EL. 45.36 I- DETAIL N.T. S. Ca G LINE 3 H--EXIST 6 11 ACP. --t\J u.J ' o:> ® \I) + ::!: ----4 o:> ~ ~c:,I 0 t\J u. J: en ::!: O• ~ ,.., IL eno ,.., >- (J) r--+ D: 0 ~ !;; 00 u. + t\J en II.I X <iin C\I ~ II.I ... r--. D: (J) <t C ti c:,I CONST. NOTES, w 0 (f) LL Y'. 0 __J <1'. w s: 0 0 w -I 0--RELOCATE EXIST F.H. ~ INSTALL 6" DUCTILE IRON 90° ELBOW FLANGE TYPE, JOIN TO EXIST @--INSTALL 6 11 P.V. C. PIPE -----~ GENERAL NOTES: I. CONSTRUCTION I INSTALLATION SHALL CONFORM TO MESA CONSOLIDATED WATER DISTRICT (MCWD) STANDARD PLANS AND SPECIFICATIONS, UNDER MCWD INSPECTION. (\J DETAIL 15 N.T.S. C-4 PROPOSED C 8i G. ' -----,---' PROPOSED CATCH BASING BASIN EXIST. c.a G. NEW PARKWAY EXTENSION .· .·PROPOSED CATCH BASIN PROPOSED C. 8 G. /-',.,,,/ /D✓ETAI L N.T S. #4 @ 24" ALTERNATE BEND 14" LAP a" TYP j 6" 8" 6" n I I I I I I I I I I • • I I • 3#4 t • 15' V CENTER OF SW OBSTRUCTION 15' fil_ .::::::::;:....--=-=t~~ _L PROP. R /W t~, £ PROVIDE 4.5' CLEAR SW BEHIND OBSTRUCTION SW OBSTRUCTION DETAIL 14 N.T.S. C-4,5,6 CONCRETE -. I "' ' ,:: )> ?< "' • -0 ' 3' p \> . ;, . V 12' PROP BACK OF CURB PROP CURB FACE FUTURE TRANS. / LANDSCAPED STRIP R/W n L{) "I' . . ' <j ~----l--___:½-~-~-A_4___::;::I =Pl..-FENCE POST AT 8'-0" 0.C. CONC. SIDEWALK 2#4 @ FENCE POST. 3'-4" LONG DETAIL N.T.S. 5.40' 1.0' 13 C-7. 8, 21. L---- 6" MIN. SUBGRADE 90% . .✓-• L. COMPACT 10!';,l•·•✓- -# 3 j).W(S...-@ 12" O.C. ,/' ? _. # DOWELS . 8i B. ~ 12"0.C. 3000 PS.I. CONG. ffi PROP.C$G DETAIL 13 N.T, S, C-7, 8, 21 lleylowed for • A• Built • and Approvod: , HPV P.M. j,j,u.,c k,c.>-~ • INSPECTOR //>:/ ' '·· <-.• •• CONTRACTOR.....,.. ____ _ ARCHITECT/ 11 1, .. , ~~~=::~J.W.A~ '½jh 4.0' 6" #3@6"oc. ....___::.... OPTIONAL KEY C.ONSTRLJCTION JOINTS SECTION N. T. S w (!) z ..J < <t 0::: ~ 0 i-.: :::!!; La.. III :::, 0 en ..J ?: <3: z z IJ.. ::> ~ 0 0 0 (.) . r--IO • IO N :;.: "" 0: >,, ~ :a: ~ m c,: w w "' 0, Cl) "' ro co 0:., ' -<>-J ' ftl r--Q ' ' ' "" r-<:t ' r- i-: 1.9 II.I - Q_J -Cl <t 11.ll-aw 111. oD C ,.; . 0 • ...1 "iii aw 'i wO (0. \!) -a: z-t -:-_J :i:1-'. ~ ow w t ~C\ 0 ...., .::, 53 I-'> .LI ' lll Ill .::i "' att .:::, <,: <( e 3i 00 00 I IO -' (/) .. ~ _J Cl) -Ill -Q ~ (!) z -w z 0 w . -0 C -3: (/) .. '0 ~ w . ::J .c 0 > 0 0::: w 0 z ~ <( (.!) . (/) 0::: :::> _J .. 0... _J C C\I i ~ w \I) !.!! <{ en Q I u u 0 C\I (/) st ~ ' -~ ,.., (.!) (X) a:: N 0 z .. C ..., C 0 ·-II) D: Cl) a. Q Approvals PE Chief Satisfactory To: g_-l'.1:.-l't. Plan No. GSA 41000 -1790 Sheet c-22 ot 98 ' ' ·-··"·+---··""·+"·"" ==1=-: ·~ .. , .. ~ .. : "· ......... , ......... ........... ,. ··---···· ----4 .. , ..... . ···············---· 1···"""·-i ----······ • --j- ~·:·:···t:.:.:":·. .-----.-·--··· • ·--::f·- ;·::::.:.:. i ---·-·~ ;,;: R.c&,;R_ /NGeRT. • rl ./ r ,;{l?rOl?ATeo STL. PLAT£ L,i. J4 ' •· ... : :·t,· .. ;_.:+,:·---+-------.-:- f•os••··+"""""-1" - • C···--···•-i ,-- 2" CLR . TYP. -•-----:.:; .. ·-t::::-.. "" __;:-::·--=--·:::·· ::.: ... :·.,- ____ .,_ ( ....... - A L SECTION A-A STEEL REINFORCEMENT ~LAN N,T.S ALL ' A _J -----=y -------/---ri -'-· i ; #6 @ 4" O.C. N.T.S . ' I #4(!) !?'-"--i • 24'" { .?4r- l I I I I I I I . I I I I II ,....,__..,---#4@1'2" I I I I I I SCALE .IN FEET .9[CTtON C-C N.T.f;. 49 20·· 0 40 H 1-,.-.,__,1,,,1 _ • .,_ . .,_1· ,_.,.-...... .....11 .. -....,. __ .___,1 (HORIZONTAL) 2 0 • I 2 i . 4 1 (VERTICAL) ' DETAIL FR.OP05ED VARJAe.LE No.ffi ~ STA. 44 +23.'2& HT. CIJl<!f, L--¢. f'KOPOSED M-oo-,-F-IE._D_C_.f}_, ,.,,-I'S 11 , I I lJ.e, \___f'ROF'Of>ED t i . CURB ~ G~TTER MODIFIED CATCH BASIN DETAIL 2 N _. T. 5. C·24 4G. 72 TC. PROPOSED R/W -7 1 '-CAMPUS DRIVE E/T 7 • i CAMPUS D~IVE n C ' ~ofe~·· .. -·l:'l·-· ----··· •••• -·.-~ -· -----m ---o ~ ··Jk ~ ~--,~---~ - ==c,-,:.C:-:====--==:::::.;JJ_ ·----· ____ ~ ~ "-~:.::--..::·.:.,·-, .. ,cc==c•~Fr"~= -· -, . -------\/--------II N--E ·-""B .. ,,_ -t .. -,:_ __ -.,., .... -- • SEE SHT. G4 EXIST. 24"12CP rO/? llll'Ol<MATION I/OT Sh'OIVN sec O.CI.M.A !ITt>. 1302 SECT!ON N.T S . B-B NOTE ---······-·· .. • • _: __ +_•:---4-:"----·---+· ~ LOCATION OF VARIOUS UTII..ITIES ARE ALL APPROXIMATE. ACTUAL BE DETERMINED IN THE FIELD. 15 33 ,, C ,, SEE SHT C-5 NOTE: .. --~ -········l···. "---:::r - - --: .. :;._- -l """'J·:·::.: ... . ..., ........ I -+---·-+-···· -,--····-···-J· j --.:! -•.. : -t .. :: .. r--:--::-: -:.~-::·::~ ;:.:_·: --·~i:·::·:.: • :-:-::::::L--·--··-:: ~-~::-.:~: .. _:::-·---• ... ~··~-~F~:.::--: .. :.'..:::·;- " .... , --• ........ ., .... :.-•. ·-+-• ·::L: .:-J: .. ::·· =:::~ ---~ -~f :-..~-~·:"-.:--.:L .... ;:: --·::--r:.-·:.:: .. :·.:I --·-- -·---' -t·: _·:,. ·:::·::· _J_" 1:-... _:_: •···-····-, ---· . -: . .;:-• .. ::: ·:. "" --~-~.:~: _:_·~~~~~:-:j .:.:: ·r :::~ -_:~ -~: >.-:::·· ---- SHOWN HEREIN LOCATIONS SHALL ':'.!Ii:[__ '=:+---....... , SEE SHEET C-25 FOR CONSTRUCTION NOTES ' ' w (!) z <( ~ t,_ 0 ci z -; 0 n: a.. [I,: ::E J.Li lLI "' z «: ::c: (J 0 w ..J 0 I-~ ::, co 8::!w <I-'!: -~IU .,..J "" _J <t ::,3: w . 0 ' (/) ((> Z · -1r-l-0 <{ =.! Q is IO co - Approvals s I'll Q Ill .§ Ill '> Cl) a: . [ Cl) -CD -I'll Q .. j .c 0 .. C ~ Q PE Chief 'P(J::>. Satisfactory To: • ;l.-!tf-'f''l Plan No;- GSA 41000 .~ 1790 Sheet of 98 ..I ·--~· !:: ~ III ::> Cl) ..I st z -u.: •• (\j ,. 0 0 0 ""' IO . IO: N 40 20 2 ----1. ----1 ---• - ··---~----ON{> . -•. " ' ··- 4F--l -• -··-··· ·-·· --···· ---,-.. ----. -' -. . --- ---,-' :.~ -~-: __ ::::-: ···-!··---····-'· .... --~---' --··---_, ·\-·· --~ ..t.--:..=·-1.'.-01.~AA ~--J£ -------+--;-=-·+·-· ::· ·:•·j·=:J-l::====c-:--==,-:-=.-,-,:;=:=----1-~-,--- -+-+---,,-~,----s:-.· -• - . -· -~-~ 1-+----cc:c-ct---'---'--+--+--+---+-+~r-:::.:£:~=t:::Jtitl=llt··.+-= -~F-.-t· l . ~~11: 1 r~i~ tct·, _=:_""_ l"""l"""\C1CC=-_ ·•l=l=c._"'".'--·_:_~,,-~-+--· _· l --x--, --··t···--, -'---'--+-+---~~' -. c-t=!=:ci==F=s==~~Ll._--+--,f <t_ CB 44+23.25" CONST. MODIFIED INLET TYPE I! PER OGEMA STD; PLAN No. 1 ;302 It PEf. Dl:TAIL W ~Lt9 '~o. 54-IO ; \f(!Y P ; _r-PRO. R/W E t 38 CAMPUS NOTES: ------,---1--1f JS-~9+.01.66 19.98"L T&, DRIVE LI N E -,, D " ' SEE SHT. C-5 CONST. JS TYPE IV PER OGEMA STD. PLAN No. 1313 A=60" ,C=2 JS No. 2 6 Y. J ':I Cl:'. -W LL F.S. 1. PIPE SHALL BE 1/4" WALL THICKNESS W/ ALL JOINTS IM::LDED USING BUTT STRAP PER DETAIL A, THIS SHEET, IF REQUIRED 2. SUBMIT SHOP DRAWING PER APPROVAL BY MCWD PRIOR TO FABRICATION. p D I p &, 7i,.Y Q_ ~ STORM DRAIN 3. FLANGES SHALL BE AWWA FLAT FACE CL. "E", EXCEPT THAT FLANGES SHALL HAVE SPECIAL COUNTERBORES. $.TEEL SHALL MEE:T REQ. OF ASTM A-3ti PIPE DATA: FlNISHED f.D.: 12" MIN LINING: 3/8" TYPE 2 CEMENT PER AWWA C205 COATING: 5/8" TYPE 5 CEMENT ONLY, PER AWWA C205. SCALE IN FEET ANCHOR BI_OCK PER MCWD STD. DWG. 11 (TYP.) 0 40 80 (HORIZONTAL) 0 2 4 Q_ , • ----EXISTING _% : 45" EL (TYP.) & I 6' MINIMUM S.D. INV. 12' MINIMUM SECTION NO JOINTS C0NC. THRUST BLOCK PER MCWD STD. PLAN NO. IZ ( TYP.) WATER LINE CROSSING DETAIL A •0 V • & (TYP.) t E t::J; -' .s,;_,,0,,-.o•C ~,""""'°"' C =<h,o» ,w , "o ------l©k=13::oi. __ • _________ 45+----- 44 CAMPUS DRIVE LI N-E -1' E" CML&C STL. PIPE TO MATCH EXISTING SEE SHT. C·6 FL x GT AD.APTER 3/16" WALL .THICKNESS ._ ___ ..._ ________ _ (VERTICAL) N.T.S . DETAIL NO. l .T.;:f,~-·- •• ·-·,_--l··. ., •• -· ---f. --1 · --·r4 .. 1-,-___ ·' -)·. 1:-·'." 7'-c=-~--·-.J~::-~-~ _:~t_~ _-:-t."- i -·--::t ---t ---_ - .. ft~'-· NOTE: SEE SHEET C-25FOR CONSTRUCTION NOTES ct_ CB 49+90.87 P€R OO[lot,'; 5TB. Pblttd CAMPUS --~j e. 1 o1 ~ DRIVE r,, ga ·' 1.s & -dS PJo. 3 ll,N E--,,F7' SEE SHT. (}6 NOTE: TREADS FOR ALL HAND WAYS SHALL BE SEALED W/iAN tt:rE,H¥fDHft1~GJ~igT ODOR, TASTE OR TOXIC QUALITIES l • l . 5• A ~----MAX WELD SIZE EQ .. BUTT STRAP W/HANDHOLE DETAIL N.T.S. DETAIL A PIPE CYL. THICKNESS ' 5" I 5" 10" -•---~--- --------.. -~----::_; .. 1/4 I.D. OF BUTT STRAP O.D. OF PIPE CYL. ----i • j :!i o¢ >, :i.'. :i co IX: LU .,.._ Q) "' <>:> ' • -"' "' ca ' 0 ' ,... LU C!> z <t "' ~ Cl) UJ z ..J ..J I-(/)- C :::, o· 0 ·-(/) 0 ·-~ > Q) (I)::!_ a: W<( 1-1-ow ::za i-: ~ (/)0 z __, a· :3 UC/J m 0~ ' ..., oo <t -<l:Z ' "'-' [ en z i I IO <! ,,.._ I _j 0... r,,.. Q) -ca a.> C (!) (J) 0 z 0) z _J + <( Wm w L&J Cl 0::: _J v N -w --3= LL If) .. ~ 0 (\J "ti. . .II: w er: r<) .c > _J (\J 0 a:: o_ + ¢ Cl z v -0 al <! -a:: (J) If) ::::> 0:::: z (\J a.. <! . ' C ~ 0 I'---ill N + ca ID ~ ... O'l CX) 0 I <..) r<) 0 ~ ~ . I 0:::: ;:f ,., m co 0 (J) 0:: N 0 I-z .. (f) C .., Cl ·-0 u, 0: Q) ~ C Approvals PE Chief~· Satisfactory To: ,:Z.-11/-8? .. , .f .' f• ,. \• ' ,:, ' Plan No. GSA 41000 -1790 Sheet of . 98 ...J <t I-.I- i ~ (/) .,:J <t ;z: ti: C\I 0 0 0 • r,.. IO . IO C\I - -" L.._ ~ . -- -i=~~<~ ~:. :t- ~ • _--i.::_J-_ <t._ CB 52+77.50 CONST INLET TYPE;i.(nz:_ PER OCEMA STD. PLAN No. 1302 1304 W/,I-GRATE V;J =~ 3.5' I> H = 5.62' ~ 1\ --:.-:.-::::-:::::;;;--;;:: \\ .--G-- - -----...,-, --::: ::: ::---:V---..J26 -: -::t\: -'ill::: --st ----st STA. 52+80.09 ::: --7 36.83' LEFT ffi LINE II L" <D SD CURVE DATA t;. 66°30100" R 22. 50' L 26.11 1 T 14.75' SCALE IN FEET 40 20 0 40 80 { HORIZONTAL l 2 0 2 4 (VERTICAL) LINE <j:_ CB 59+82.92 -PROP R/W <t CB 59+29.86 CONST. INLET TYPE II PER OCEMA STD. PLAN STA_59+36.86 --tCIJ>r::c ~--1-·-. ~--· -;--' -' - -' ----:..,;- -_._-__ ----::r--+--_-_,-_--= - 1-.. 1--.=---,1-(- ------! ·--t··· PROP ,, G,, No. 1 ;302 , W=14 ,H=S INLET No. 7 O+ 00.00 C.B. OUTLET LINE ,, H,, I I I LINE NIC LINE "J" <t CB 62+16.18 CONST. INLET TYPE II PER CITY OF IRVINE No. 30 W=10 ,H=2.5' INLET No. 8 - -~p~~ <t CB 61+76.33 o CONST. INLET TYPE II i;J PER OGEMA STD. PLAN a:, No. 1 ;302 , ~Ltt '~o.49 ,, K,, ..::..::..:: Li.. 0 l41r.,i EXIST. LE.rEXIST. r,,i []}-EX I ST . ~-EXIST. l!l EXIST. .1 8" 24" 27" 30" 36" 42" 51 " -·-···-··----------------1-----'·--·--' CONSTRUCTION RCP RCP ROP RCP RCP RCP RCP I 6 I r-77. . EX I ST • il.J-EX I ST . ~REMOVE EXIST. C.B. NOTES • • ~REMOVE-EXIST. C.B. ABOVE CONNF.CTOR PIPE ~REMOVE INTERFERING PIPE AND PLUG ENDS W/ BRICK AND MORiAR & ru:J 1>Et:ee ... ::i:F. c,, 1 s~ 1 " '' -·, 1 -.,_ 0 -, t • T , -1· "'" f""' l!...!J , n. 1:: cx ... c: . •.: w. o.-,....,c, ... : . 1..1.\ ,A .• t tr\.lf": .~v. ;,::, ~REl..OCATE EXIST. 12" W. UNOEk :JT. IJP.. LAT. PER DET. NO. [@}-ADJUST M.H. TO GRADE '-· 1·· ...; 2.4 "-7 r , . 3 SHT. C-24 [HJ~ GONST. CONG. DOLLAR PER OGEMA STD. PLAN NO. 1317 15 CONG. ENCASEMENT. CbASS 240 D 2000 &. ~CONG. ENCASE EX I ST . 6"' V6-P SEWER 20 LF ~ GO~lG. E~~GASE E)HST. 1211 WATC:R EO LF ~ ~a~~T~xlrZ· p~~PDETAIL NO. l±!J GO~JG. ENGAGE E)HST. 6" ',ik=FER eo LF RELOCATE EXIST. TELEPHONE EXIST. 3" GAS EXIST. TELEPHONE 1 SHT C-23 ;.:-.. DUCT ( BY OTHERS) ill ~CONST. \grj--EXTEND OCEMA PER OGEMA STD. PLAN NO. J. S. TYPE 11 EXISTING PARKWAY STD. PLAN 1309 1 31 1 FACE. & CULVERT TO NEW CURB REFER TO ~ CONST. REINFORCED CONCRE"TE COLL AR PER OCEMA STD. PLAN N0.I3I1 ~ PROTECT !N PLACE (ITEM AS INDICATED) £ Rowk!lwed for • Aa Built • and Approved: .1 -' ' -Ll,: HPY P.H. '-' 11 -'·,~),,,. ,·L INSPECTOR ,' t -~ ' " -< ,./; ".: ' ,;> ,;..C,. ·L_.,-. ') , '' / CONTRACTOR ' -' • ARCHITECT/ ! , t·;· .J_ ENGINEER -c' v'\ , t 4,'--> COUNTYIJ.W.A. :@£? ·--~- i ! I ~ lZ ::::, 0 (.) i ' H I(\ .. 'Q ;; ~ "' "' <Q '!:: ,.. ' ' ", ,- l{\ -,o.W II:) r---::! NU. "'0-'0 -w-tO"' 1\1 -.)-,IL = 0-,)-,;-, - II\~ II\ z W Ill <t f-\Jlr.., Owo!L ::2 \.-;z - I-' 0 :J \I) z I-' e -z 1-Ill U1 0\/l :z? ozOJ t. oo ouo a ',,! uJ Q Ill 1U ~ I-UJ (I) II) uJ -.JO>'; I V\ WOUllll '1: 0 <(Q' Ill ~ ~- N CJ) en ...J t\l (!) <( '° w+ zo:: ...J~ zw -A ~I-l.L.O -<( 0~ s ...J a::,... w a. ct >Z IC) 0:: -o· 0 <( z .:! 0:: <( (I) (/) 0 w ::) Z2! Cl.. ~~ <( 0:: Jo <r 0:: 0.. (I) uo :::> CL I-:a Cl) <( u Approvals II'. ::. w "' a, ' r-. ' <t "' N d) r-"' 0 ·;;, ·0 UJ •-0 z ,_; .,., ., ,_, V 0 w 0 0 <t ~ (\I (I) OI I 0 (\I st I .,, (I) (\I 0 z -; 0 0:: 0. >, m Cl) -Ill Q Ill C 0 ·-Ill ·-> Cl) a: . E >, fl) (X) (X) I LO -:t ---~ .. ij-, -Ill 0 .. 'ti .:,,: 6 .. C == .,, .. 0 PE Chief~; Satisfactory To: ;z_ •• / ':t-'$'1 • Plan No. Sheet . C-25 of 98 ...J ct ... ... -:!: CD ::::> (/) _J <( z .... C\I 0 0 0 ' . ' , (',.. It) • IO t\l ~ ;. ~ a: w "-• • ~ 0 ' N 0 ~ ' I .,·' ,, ·,-. ·~ 0 0 ,_ - ;:: Cl) • 0 0 + • <{ I- (/) w z _:_J :r: u I- <{ 2 i SCALE IN I '40 . 20 I 0 -I< .. ' ~<v e:,v ' 1><0 LI.I (.!) z c! 0 LL 0 >-1-z ::, 0 PROPOSED R/Wz --------FACE OF CUR8(1YP.) ----~----------------- - -o I -- CONSTRUCTION NOTE S: 8) nc,_oG.o.TE 2" -cLcci:rnst,b PIPE i:o MATG11 PnoPsscs s:rnccr-rs @r---REMOVE EXISTING STREET LIGHT POLE AND DISPOSE OF (ir-REMOVE EXISTING STREET LIGHT BOX AND DISPOSE OF @>----RELOCATE SIGNAL POLES AS SHOWN ON SIGNALIZATION PLANS @ --RELOCATE SIGNAL LIGHT BOX AS SHOWN ON SIGNALIZATION PLAN @ 1 EXISTING ELECTRICAL RISER TO BE REMOVED (2)--\\ATER METER TO BE RELOCATED.nR . GOVERNJ NC, AGENCY'S STDS. MCWD SERVIC ES TO BE RELOCATED PER MCWD STD. DWG. I/OR 2 ANO 3, UNDER MCWO INSPECTION. @1---EXISTING WATER VA~VE BOX•TO BE ADJUSTED TO GRADE PER GOVERNING AGENCYSSTD S. @-EXISTING WATER MANHOLE TO BE ADJUSTED TO GRADE PER GOVERNING AGENCY'S STOS. @1----EXISTING TELEPHONE MANHOLE TO BE ADJUSTED TO GRADE BY THE TELEPHONE COMP!'.N Y G:}---EXISTING S.C.E. MANHOLE TO BE ADJU STED TO GRADE BY S.C.E. @1----RELOCATE EXISTING FIRE HYDRANT BEHIND PROPOSED CUR[ PER @-EXISTING SEWER MANHOLE TO BE ADJUSTED TO GRADE ffi (BJ .I.A ~ 1 XIS 17NG ELECTRICAL VAULT TO BE RELOCATED BY S.C.E. - ~0TE CONST NOTE' 1, LATERALS TIED TO T~ESIDE qF THE lfAt,i' -· I '. X w GOVERNING AGENCY'S STOS. FEET I l- 1 w 1 4f 80 f1d1 @ · GAS MC:FER TO DE RELOCATED DY Tl IE OAS GO!o1P1Cl.:~d¥ \!,;!1---TELEPHONE BOX TO BE REMOVED AND RELOCATED BY THE TELEPHONE COMPANY @----REMOVE EXISTING CATCH BASIN PER STORM DRAIN PLAN S @~--REMOVE EXi 2TMG IP.RIGATION CONTROL BOX AN D CISPOSE OF r,:;;,.,20 @--E~I STI NG ST ~~~/ C,RP~N MA~.l_;O~E TO p.~~= _ AD~USTED TC GRADE ~~--E,:.;.I STIN.G \AJ _T \E\, T8 8'."_ .~E._JCA._[ 8. S.C.E. Q EXIC:T[ 'G ,[-'l'~•c·· [''Tr' o y· T··' r . ~-1 J (·>TC'I' \f_y·----· .... N ~ .. :-:.-,_, ,-.::, _. ~ :~ : .. J-. c' ... \. ,_, c·-:::.. ··=--,,-,.1:.~ ,;;>, nr11e),C "I~ c·, '8 0TE n1('T•1° e-F'E''f l "I '" 88''"'~ lL l?J)'. G~l liHE' PROPOSED SU RO & KL L ,t. ; JC M._c_; . t .z ,:,., ~-Y.rc O .,\'... ___ ::, .+ 00.(Y, ·-r:: @ .RE!v\0VF AU8 RE I 00.\T[ [)('tSTING STREE I L'.C: I"'."" po; E BEl _!Hm PR0P8S[C CJ::::□ @ TELEPHONE :::OMPANY TO REI_OCA TE TELEPHONE RISER @--RELOCATE ELECTRIC BOX r:r·:;:.r~:r'"- r~/ / r / /. / // I 1l I I I I I"' I\ LI.I (.!) z <t . er: 0 LL. 0 l-a:: 0 a. ;: w z X I' ' EXIST CURB ~ 0 _:_J w (D w w (J) 0 0 . 0 0 + . <{ I- (/) w z _j :r: u I- <{ 2 , f I'-- N I 0 . I- I (/) w w (/) 0 0 • 0 0 + ..----N • <{ I- (/) w z _j :r: --'.· <·: .,, 0 I- <{ 2 uJ C) z < 0::: 0 LL. 0 >-..... z :::> 0 () PE ,;:: :i ti "' ' "' ' 0 0 • 0 0 + (\I . <t I- (/) 0 I- 0 0 • 0 0 + • <t I- (/) w > a: a (/) ::, a.. ~ <t <..) Approvals . "" ::E w "' "" ' -c-J_· ' i-- N ID O> I 0 N st ' r<) to (\J . 0 z .., 0 a: ,IL >, m 41 -fll Q (I) C .2 (I). "i a: . E >, (/) co co I I{) I .. 41 -Ill Q .. '0 .x .c 0 .. C 3 fll 0 .. C Cl 'iii 41 Q Chiet '({f7 Satisfactory To: · · ;z-1~-s.r. . PlanNq: . GSA 41000 -: )790 Sheet •··-/C-26 • of 98 C\I .0 ·c -o· . ,: ' ,.... ~- It) ~ ·~· ' .. w w (f) 0 0 . 0 0 + I-:r: C) O::'. w > 0 m <( w w (f) 0 0 • 0 0 + ..-- I"') . .<( I- (f) w z -_j :r: u I- <( 2 f--~--T------~1 F.H. 3 : 31 SCE BOX I ;,:.._ 212 INTERFERING 11::, 1+---------------,1c,---~PO~RTION I 40 20 • ' I I X SCALE IN fEET 0 :40 I -I ~ ' 11'0 ' ,, ' ' 80 d •i i ., I I i I i 23 _I ) -I <ti :;) i Ci, i / • I I I.e .... /._ .L. J ••• ••1:.:::.:1::'.: .. :.'.:::.:•::.: .. : .. :_::'. .. ::.: .. ": .. : .. :' .... : ...... :".= t::"'.":J"=I=' "='.'::::: :::.I 24 25 26 COMMON TRENCH WATER AIIID TELEPHONE CAMPUS DR. CONSTRUCTION NOTES ! ec,---- ®)-~--- 0,--.....,.-81----=-~-®,__- RELOCATE .2" ELECTRICAL PIPE +O MA+GH PROPOSEEJ1 STREET F. S. REMOVE EXISTING STREET LIGHT POLE AND DISPOSE CF REMOVE EXISTING STREET LIGHT BOX AND DISPOSE Of RELOC,~l=C SIG►JAL PolES AS -S! IOWPJ Ot4 SIGP4AL123A=F1$~J PLAtJS RELOCATE SIGNAL Ll9HT BOX AS SHOWN ON SIGNAU!ATION PLAN EXISTING ELECTRICAL RISER TO BE REMOVED I AIR VENT & :x: . ..u IOI . 27 ®i-~--0,...._-WATER METER TO BE:RELOCATED PER GOVERNING 4GENCY 'S STDS. MCWD SERV)CES TO BE RtLOCATEO PER MCWO STD DWG'S 1/2 OR 2 AND 3,UNDER MCWO INSPECTION EXISTING WATER VALVE BOX TO BE ADJUSTED TO GRADE PER GOVERNING AGENCYS STDS. ® @ 8 ® @ '@ I.LI (!) z <t a: 0 LL 0 >- EX IS TING TELEPHONE MANHOLE TO BE ADJUSTED TO GRADE BY THE TELEPHONE CO. EXISTING S.C.E. MANHOLE TO BE ADJUSTED TO GRADE BY S.C.E.-RELOCATE EXISTING FIRE HYDRANT BEHIND CURB UNDER MCWO INSPECTION EXISTING SEWER MANHOLE TO BE ADJUSTED. TO GRADE EXIST ING ELECTRICAL VAULT TO BE RELOCATED BY S.C.E.-&t,io[T!p"~ONST NOTE 7, LATERALS TIE:D TO TJ.JE SIDE: OF T'.P9 12" /~fP l V • . /i i I f , , I V' , /! i l / / 1 1 i (.,,. /i ! I/ / ( / / ' ,/ A '·I// /j ,I/ /l 1/1 /' / \! ff/// '/ / ./ // V / / ./ / / / V / / / .. /!' w:.. ... ~~L-, .... J • • .L,. .. ...£_~~~~ .. .:....L .. q .. , I ,--·~--''.~ ... ••• •• c ...... -.... C'D'MM'Ol'l "TITT:NCF'f""'"·.... . ........ , ..... ,~.-· • \ • WATER AND TELEPHO .. NE """';'• I 1 , ...-....,....._ INTER FE RING i ~• 1-1ij,.-j PROP.~>!~ R/W O ~· ":, ~' ill ;_ ~ 0"' 34 35 CAMPUS DR. w > 0 Cl i I ; ! ------·-···-·-·---·-"" W " ~ •~; ~ ~a~ •=• -~ --=•• -a •~' 28 .. :1 ........ I @ ~ © @ @ @) @ @ @ @ SEE DET. "15" SHEET C-22 ' i I I , >< I BAS METER TO DE 'RELOCATEB BY Tl IE 8;A:3 CO!vlP;AJ~Y TELEPHONE BOX TO. BE REMOVED AND RELOCATED :.BY THE TE&ONE COMPANY REMOVE EXISnNG CATCH BASIN PER STORM DRAJN1 PLANS . 2 REMOVE EXISTING IRRIGATION CONTROL BOX AND (lSPOSE OF • 1 EXISTING STORM D~AIN MANHOLE TO BE ADJUSTED, TO GRADE • . I EXISTING VAULT VE;NT TO BE RELOCATED EXISTING ELECTRIC •METER BOX TO BE RELOCATED 'BY $.C.E. REMOVE AND . RELOCATE D(ISTING STREET LIGI IT CONTROL 80)( BEi IIPW PROPOSED REMOVE AND RELOCATE EXISTING STREET UGI IT POLE DEi 11140 PROPOSED CURB TELEPHONE COMPANY TO RELOCATE TELEPHONE RISER S.G,E. TO RELOGA"FE ELECTRIC 80)( ® @ @ ~-----,AcDdUST SEWER CLEAN OUT TO GRADE ----TELEPHONE COMPANY TO RELOCATE TELEPHONE JUNCTION BOX @·------PROTECT. IN PLACE (ITEM AS INDICATED) @ REMOVE EXISTING (ITEM AS INDICATED) ® r;::;.. •• ,. ·~ ,·.-PLUG EXISTING PIP"E,'W/MORTAR 8 BRICK BEFORE ADJUST TO GRADE ( ITEM'A§pl~P',CATED) ill ·---'"~''"·-····-" -· ------~·-----" -·-· -~ -·----·----- -.::.:--,., > --,.~-~::::- ., ,, ABANDONING, 1- 1..J... w _j w w (f) 0 0 . 0 0 + • <( 1- (f) w z _j :r: u I- <( 2 CURB co (\j 0 • 0 z . 1-:r: (f) w w (f) • <( 1- (f) ::. w z _j :r: u I- <( 2 \ ' l.LJ (.!) z <( a: 0 lJ.. 0 >-..... z :::, ·o 0 ;,;: :.: CI; '" ~·. 3 ·"' ' "' «: 0:: :a;. u.i en ::, C) a: <{ > >, m II) C 0 :i!!-. > a,· a;. N e I.() >; 0 0 • 0 0 . + ._,. w • <t • (!). 1--..... z ... (/) --z Cl) 0 LLJ. 0 .... 0 -a..' b 3: ~ d ' 0 IJJ 0 0 > u +. -·~ 0:: C\l 0 >-• < er, 1--.... (/) => -O....J LI.I ~-> <t 1--a:: U::, 0 (/) :::, a.. ::s < <.) Approvals (/) en,. a>; . ·-t < I() ,,,,, - 'Cl .¥ .s::. . 0 PE ChieffK1p Satisfactory To: ,;z -/ tf ~f/"f Plan No. GSA 41000 1790 sheet C--27 of 98 ( -'t_) 0 40 20 I' ••""" ·?--~;,-," _,-t,~ . .,.---7·/···'7 / / • X ,, ;/ \ $CALE IN FEET 0 40 80 i .. LI.I <.!) z c( a:: 0 LL 0 FACE OF CURB (TY~,) 0) C)-1 (.) 11 I- LL w _j s: 0 _j w OJ w w Cf) 0 0 • 0 0 + (J) 's' i.: 0:: ;;; ' "' .'.. It') .· . • ct r- C/) 0 r- 0 0 • 0 b + . <r r- C/) w > a::: 0 Cl) => . a..' :E <( (.) Approvals . °"' -::;§" LlJ =· "" ' -"" t'- Satisfactory To: • 2,-Hl-:?'f >i m GI. -, IU Q .. co CO ; ' • IO ' -· J. 0 ID ::5 " GSA/ A&E Division , Plan No.. . ... GSA 41000 .~.· l79,0 '.. . ·-.• . -__ .. , .•-'.. . . • -• . --.~ ·, Sheet -. . C-28 of 98 • ..J c( 1-"- 'I-"-.. ,.,... :':::i:: \,(I;; ·:·::, : '(I). :...i •>c(' z . LL . ,N ,o ···o :o . ,·-,: I / I I ,, ' ,, i l, ) I l :,,., I I ' I I I I ' i .. • SCALE IN FEET 40 20 0 40 80 (f) (') ~ rn 63 N ' I 64 w 2 -:> a:: -u.. 0 >-,_ -~ -'"-! 'J I C.., i i CAMPUS DR 'v / CONSTRUCTION NOTES: I I j @@ RD,101,![ DEIS"FIP~G STREET LISI IT POLE AP~B RE:i:OCA+i!: PbA STRliET uc;I1:r1~~~ Pb qa; REMOVE D~l'.:fFIHS :Jl"REET LIOI IT BOX AH _B E>l9P6~E 6F AT 6dl4ER'.5 BIRECTl514 @>-----RELOCATE SIGNAL POLES AS SHOWN ON SIGNALIZATION PLANS @--RELOCATE SIGNAL LIGHT BOX AS SHOWN ON SIGNALIZATION PLAN @ EXl3TH~8 ELECTRICAL RIS:ER TB BE RE!ilrO'vEB B'1 '.5.e.E. 0 WATER ME"f:CR TS OE RELOCATED. lv!CWD SERVICES 7ffi OE RELOCATEB PER !olCWD SfD. owe. 1 ;'eR £ :'<rdD 3, Uf.JDER MCWEI H4'.9PEeTl014 @-·-·. --EXISTING WATER VALVE BOX TO BE ADJUSTED ~O GRADE @ [)(JSTHH~ WATER ~t~Pdl 1eLE TC DE ADJU3TEB Te 6RADE @ DflSTlt.S TELEP/ IOf~E MANI IOLE TO DE AOdUSTEO TO 8Ri'<DE DY Tl IE. TELEP/ IOHE .COlolPAIN @--EXISTING S.C.E. MANHOLE TO BE ADJUSTED TO GRADE BY S.C.E. @ 1• RELOGATE • D(ISTHdO FIRE l l'l'DRArdT BEi I11<1D TR0P09ED CURB UNfJER. MCHEI lld3PECTIOM {§) E)EISTIHS SEY/ER MAHI !OLE TO BE ADdUSTED TO GRADE (i] D~ISTING ELEGTRIC.O,L \',!,ULT TO BE RELOCATED BY 5.C.E. ' / 0 0 y.. Q) (C) @ GAS ME"FER TO DE RELO_OATED O't Tl IE 8~5 COMPJdJY @ TELEP! 1014[ 00)( TO OE REMO'v1ED Pd40 REteeATEB BY "fl. IE TELEr" 11.e)IYE eOlvlli'AN I @---REMOVE EXISTING CATCH BASIN PER STORM DRAIN PLANS @ REMOVI:'. EXI5Tli<lG l~FUGAIIOM -COl+T~"t.it-box AIQQ-DISrlOS!:: "cir -Al ·c,vvI~E~1~ Dir{ECl!CIN @ EX!3Tl1~8 STORM DRAIN f.;,1:Ar4l lOl:::,E Te ~E ADJU'S"FED TO GRADE @ EXl!:fflNS V;t:;ULT VEl4T ffi BE-ReteCkf~[:; "EJ I' ~.e.E. @----EXISTING ELECTRIC METER BOX 'TO BE RELOCATED @ • REMO'l[ ;A;~m RELOCATE EHIS=F1~,s S:i;REET-L'..61 IT eotfFROL. DOH BEi llt48' PROF'OGEB 91:'.JRB @r--REMOVE AND RELOCATE EXISTING STREET LIGHT POLE BEHIND PROPOSED CURB @3i TELEPI I_Of4[ COMPAtf( "F8 RELOCATE "FELEPI IentJc; ,Rl3ER ,• @_ 9.C.E. TO REL00'6<TE _ELEOTRl8 00)( • • -@ ,\OJUCT SEWER GLEA~•oUT TO OR"'8E ,g, @ TELEP/ IOldE OOMPi'<Wf l'0 RELOCATE 'fELEPI 161ff dUMO'Fl81ij /36)( 'c;1 RElvlOVE e;n13TH4& vAtVE, RETliRI~ re rsevERl<J!l:4e; vvAJER. AUTHO~lf 1, Ai45 l!~·:s·,=µ;tt 'BUl~l' fLAHfG~ @ WNFER -SAMPlltJG ST,O,:tlOtJ TO OE "RELOOA"FEB PER MCWB lM5PEOTOR'5 E>IRECt18!4 -► " ' ".ll•vktw•cl for • Aa 8ullt • . I ane Approv•cl: . . •. . • . ·• HPV , .... , r:b~""'b •-~ .• • . INSPECTOR • 1 •4 >1; .. ,Ju:; CONTRACTOR ....................... =-ARCHI.TECT/ 1 . . ... '· . . I ~~~:,:i~~-~: • "Ja··- L. _..,.........., ____ ...,...,...,...,.... ....... -~ (/) :::, a... --: ::E .....1 ·• <( :-- t) 1---::, 0 0 . 0 0 + (X) <.O • <( t- (/) -.,., ... ' "' 0 ~ .• 0 0 • 0 0 + a, IO <i. r (/) ~· 0::: Ci (/) :::> CL ::5, <( u Approvals . q-., .00 . "" • ,.._ Cl) -ca Q .L. .....,;; 0 Ql :E PE , ChiElf~. Satisfactory To: • ' • ,<. ,-;z~-1¥-K? ' • . Plan No.'· . , GSA . 41000 -f790 • . Sheet • of 98 t CONSTRUCT! ON NOTES MWD PHASE • I TEMPORARY METER TO BE CONSTRUCTED PRIOR TO CAMPUS DRIVE BRIDGE WIDENING PROJECT 8 CITY OF NEWPORT BEACH PRESSURE REDUCING STATION CONSTRUCTION 2-1" WATERLINES IN 6" STEEL PIPE CASING 24" DEEP (TEMP.) 0 m, I I v i I z I I I I I I I I I I l I I I "" I I I I t I I I I I I I I MWD PHASE .lI PERMANENT I .LOCATION VENT, ME TE R 8i 1 i ' I l I VAULT 51.5 M ELECTRICAL CABINET FACILIT~ , TO BE CONSTRUCTED AFTER lf-'lc_..--r "' I ,---------BRIDGE WIDENING PROJECT a f. , 1 I .24 CITY OF NEWPORT BEAC"'--1 1 '• I I #l-FACILITY CONSTRUCTION 6 b , ~I ___ _ ' l!fri-'- 1 ,. -I I I STA.2+08.12-: INSTALL 1 [ 15' '---EXIST. TOP OF SLOP£ 2 , I SEE ORAHJAG-E .DETAIL ABOVE£ STA I +69.79 HOR. ANGLE PT. INSTALL 90° ELL -STA.I+64.79 , INSTALL TEE . 'Hf-©'' I 8 :J , I I '-+4-@ 1 i 1 •• .,-EXIST. BRIDGE ---------·----·------L -==~-I I REDUCING Tl I I I · ' '-'-~1, 1 fr ' JOIN TO !XIS .'ftl" LAT 1 0 · .. , •. '1 .. ·-··-: WtTH co c co~ A~+ ---r ----------------.--h~C::::....J/~ , _, I I e I .J..J E--rSTA. 2+20.62 HOR.ANGLE •. ==.-r-~-1--1,-J... ~~s:-:_-_+-_-4--.~~ •• ·r _ ----~ -----·-~'CEx:S~: ~ a G 0-JOIN EXIST. MWD. CML 8 C. STL WATER LINE PER DET. 4SHT. C32 @--INSTALL 1211 CML 8 C.STL. WATER LINE @-INSTALL IO'x 12' PRECAST CONC. VAULT PRESS. RED. STA., SEE DET. I SHT. c~32 ©--INSTALL 18 11 CML S. C. STL. WATER LINE @)--INSTALL 8 11 0 PVC VAULT :'VENTS ©-JOIN EXIST. CNB 1811 CML'S C. STL. WATER LINE PER DET. 4. SHT. C-32 V-ABANDON EXIST. CNB PRESS. RED. STA . AND FILL W/ SAND. SALVAGE EXIST. VALVES, PIPING 8 FITTINGS , ©-ADJUST VALVE OPERATOR . COVER TO PROPOSED GRADE.· . -• ®--CONSTRUCT RETAINING WALL, CAL.:rRANS TYPE IA, H= 8 1, STD. PLAN B 3-3 @---EXIST. 16" GAS LINE (ABANDONED). REMOVE . INTERFERING PORTIONS CONTRACTOR SHALL NOTIFY GAS CO. 48 HRS PRIOR TO REMOVAL @-EXIST. 16" H.P. GAS LINE TO BE PROTECTED . IN PLACE. USE EXTREME CAUTION ! @--INSTALL CORROSION TEST STATION PER DET. 4 SHT. C-32 '-' w ..J w ,-. REMOVE EXIST 72" MCWD ' r') WATERLINE ~EXIST F.S. E_XIST F.S. ~ (/) '-' x :::, WO ,-. (/) (/) x <t: w CJ _ L_ _ . PROP . F.S. " --- 50 STA 2+52.12 ~Nm~ ---IN~TALL -------~ __ 12 BUTT ______ _ __ STRAP -- o,"- ~-..\ ~ PROP 12" CML&C STL_~C_W_D_"'°!~~~-L~_E _____ ~--si112-.;_~8.5;- EXIST V.P.L 42.19 INV 45 42.69' C/L EL 40 I ([) PT. INSTALL 45°ELL ' T I~ ~ i ---~--~ 'i"'-i'...----T -------HORZ: 1"=10' 24" SD JOIN EXIST 8" MWD CML&C STL WATERLI NE LE GENO /2$1 --~ .• #/ G-EXIST. ABANDONED 16" GAS LINE SCALE IN FEET 10 5 0 I 0 20 !~ ~ ,--"~~~-"'---STA.I+I0.37 HOR. ANGLE PT. INSTALL 45° ELL VERT: 1 "=5' PER DET 4, SHT G ·31 [ I I ~--,---·--T-/f-02 ~06:5. . 1 1 -"' ·----STA, 11 00.00 JOIN EXIST. 18" CML 8i C. WATER _,_o Cl ' I '.::: J 1 C ~--;----------···--E------: : ' STA. 2t 52,1 JOIN EXIST 1 "' ' ~, _ l t~N'e AN'. , (TL WATE • : -,-,_-;, ~ -i-I ~ ',,' i ; ,// t -~---- 1 a,l',, . Ir·/ • I ~LIMIT OF BRIDGE I I . I DECK 10 ,,, ", CAMPU'S 1,/DR. SITE I' ,· ~---+-3,000 PSI CONC... I . N 40°39'27" E CONST. -~~~-~---N 40° l39'2o"E SURVEY i PLAN TtJ.N. Gl 5'0. 5() /",f'tJPtJSE() /$ '/VRTG'~ 'TtJI" /'/?t?' GL.. 47-0() 3.78' ,8tJ'ffOl1eL 4:5. Qt) S~CTION M '-- £ RIBBON G~1JER DETAIL @ LINE 5 I , I DETAILED ~fROPOSED PAVEMENT; 2% ~TO MEET EXISTING) F. S. ELEV. 43. I BOT. OF VAULT 4"e PIPE-~, s"~PIPE _/ / 18" oJPIPE __ ,__/ s' MIN. 8. ELECTRICAL SERVICE SHALL NOT BE DISRUPTED LONGER THAN 3 DAYS OR TEMPORARY SERVICE IS TO BE PROVIDED. GRADE @-EXIST. ABANDONED TELEPHONE DUCT, REMOVE INTERFERING PORTIONS • @--EXIST • ELECTRICAL L INE, CONTRACTOR · TO RELOCATE E:L.ECt:fllC,AL P/B 5 FEET , FROM • ENt> ,. OF RETAINING WALL.. • • @)-EXIST. MWD METER VAULT, PROTECT IN PLACE • @--ExIsT. MWD METER . a VENTING FACILITY . TO BE RELOCATED ;lilY OTHERS (MWOl ®--EXIST. RET. WALL TO BE . REMOVED ®--PROPOSED 18 11 STORM DRAIN AND CATCH BASIN -• ®---INSTALL 6 1 H TYPE 7 CHAIN . LINK FENCE ON TOP OF RET,: WALL. · •. . ~ REMOVE EXIST .. CHAIN LINK FENCE AS REO'D @--(;ONSTRUCT 5" A.C, ON 1211 A. B, ' . @----INSTALL 1211 FE BUTTERFLY VALVE, CLASS 250 • BURIED SERVICE VALVE W/STD. GATE CAN AND · BROOKS 4TT COVER.LABEL ;'CNB11 , .~ RELOCATE AIR AND VACUUM . RELEASE VALVE PER MCWD STD, DWG,;11' 8, .AND METER PER · MCWD. STD. DWG. JL .. OR2 AND 3. TO BE RELOCATEPJ-!NP~, MCWQ .J NSPECTION ... _.-.. ,., -:· . •-/"•-, ,-. , ~,:: ;~)-i ":"' ··, . @----ADJUST MWD MANHOLE TO PROPOSED GRADE AND PROVIDE NEW 3.6°DIA. TRAFFIC RATED WATER-TIGHT MANHOLE COVER AND FRAME, •• ALHAMBRA FNDRY,.MODEL A-I251B-4 • @---JOIN '1EXIST. 1MCWD 1211 CML AND C $TL WATER LINE PER DETAIL CG) , . _ (§r-INSTALL 1211 Fl:: BUTTERFLY VALVE; CLASS 250 BURIED SERVICE VALVE W/STD. GATE CAN AND BROOKS 4 TT COVER. LABEL "M·cwD". I. 2. 3. 4. 5. 6. GENERAL NOTES ALL MATERIALS AND M.ETHODS OF CONSTRUCTION SHALL CONFORM TO THE STD.SPECS.FOR . PUBLIC WORKS CONSTRUCTION, LATEST EDITION. . . . \ . CONTRACTOR SHALL SUBMIT SHOP DWGS. OF ALL PIPING, VALVES, FlTTINGS AND STRUCTURES TO THE ENGINEER AND CNB UTILITIES DEPT. FOR REVIEW PRIOR TO CONST. SAID ITEMS. CONTRACTOR . TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES AND APPURTENANCES PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE TO RESTORE ANY EXISTING IMPROVEMENTS WHICH ARE DAMAGED DURING CONSTRUCTION ·TO ORIGINAL CONDITION. ' ALL PIPE JOINTS ARE TO BE WELDED UNLESS SHOWN OTHERWISE. • -• CONTRACTOR SHALL. NOTIFY MWO; MCWD, CNB 8o . USA ALERT 48 HRS>f'Fl'IOR TO C0NSTRUCTION . MR. BE.NNY ,· YEE OF tlPERATl0 N SERVICES · AT (213) 250-6572 SHALL.BE CONTACTED" FOR MWD. 7. A[L CONSTRUCTION SHALL .coNF-ORM TO THE ··. CNB STD SPEC. AfllD PWG;S,, U.NLESS .•.. · NOTED 0TH ERWI SE: ALL STE El.. PlPE a F11!l'tN6S SHALL HAVE AMIN.WALL THICKNESS OFl/4IIWHERE PRESSURES ARE LESS THAN 150 PSI 8'. 5/I61'WJ:1ERE PRESSURES ARE GREATER BUT STILL LESS TflAN 250 PSI. . . • • ••• • • • . w (!) z <( 0:: 0 LL 0 >-1-z :::, 0 (.) (.!) z -z I.J.J 0 -~ w > oc 0 Cl) ::::> a.. :E <{ u z 0 -z J-a <( -J-J- (/) :<( (.). [ 0 .2.1 L.aJ CD .Cl:· z (.) Approvals ~ ..:.J'' .:, co·· ' "' :o: . •' '· -. C\I ll> ~ atisfactory To: ;;L.:.1 If,~~ o/ ~ '-. If) :·<.! --... GJ -~· ::ii ::E ••• ...... -0 .. 'ti .ll: .t:.. (.) . ::ii c:·•, 3 Ill ... Q . GSA-!A&E Division PlanNo ..... . GSA 41000 -1190 Sheet • C~:3e of 98 u.: -··.··.' .. ' ·.,. ,,,< 4n -o" PROPOSED 12" CML&C STL PIPE - ----7 ---7 EXIST. MWD I METER _ VAU~·>'--_+-1'-111-+---+---, EXIST. 8" MWD CMLS.C 13 .....-I "_3 /i STEEL WATER --__J W LINE _______ _J I - I I ----_:::: __ =f_ +-1:::::- SEE DET 5, THIS SHT SALVAGE EXIST VALVES! I & PIPING SEE DET STA l+00.00 JOIN EXIST. 1 I I I I I I I I ~I :J wj bLJ 7 ~EXIST. DETAIL 3/8"=1'-o" CL 42.69' ~----,,_ _ __," PROPOSED FACE OF CURB I I I' I I ~ ABANDONED 16" GAS LINE REMOVE INTERFERING PORTIONS EXIST. CNB PR STA . REMOVE INTERFERING PORTION , ABANDON & FILL W/SAND I ~ ~ WATER LINE REMOVE -----INTERFERING PORTIONS I I ~~ .v u 18" CNB WATER LINE C/L EL.= 46.0'± C/L EL.= CL 46.1 O' ~ PROPOSED 12" CNB 42.69'± t= EXIST. PIPE TO BE REMOVED / EXIST 8" FLG TO REMAIN LINE CONTRACTOR TO REMOVE EXIST PIPING AS NEEDED TO CONSTRUCT PROPOSED PIPING & VAULT Ir EXIST CNB VAULT (TO BE ABANDONED) REMOVAL DETAIL N. T.S. CD CONSTRUCTION NOTES 0 PROPOSED MCWD 12" CML&C WELDED STL PIPE AS PER MCWD STD SPEC. (WALL THICKNESS = 0.3125") 2. INSTALL 12" 45· PE x PE, CML&C L.R. ELL AS PER MCWD STD SPECS. 3. INSTALL 12"DIA. BFV, AS PER DIVISION 8.04 OF MCWD STD SPECS & - MCWD STD DWG No. 14. 4. INSTALL 12"x 12"x 12" FLG'D x PE x PE, CML&C STL TEE, - 5. INSTALL 12" CML&C STL P.E. SPOOL. 6. INSTALL 12" PE x PE SPINDLE. 7. -INSTALL 18" CML&C BUTT STRAP WITH HANDHOLE. 8. INSTALL 12" 45· FLG'D x PE CML&C STL L.R. ELL. 9. INSTALL CNB 12" FLG'D x PE CML&C STL WATERMAIN (WALL THICKNESS = 0.3125) 10. INSTALL 12" FLG'D x FLG'D BFV, CLASS 250 11. INSTALL 18" CML&C WELDED STL WATERMAIN, PE x PE (WALL THICKNESS = 0.250") 12. INSTALL 45· PE x PE CML&C STL L.R. ELL ROTATE AS SHOWN 13. INSTALL 12" x 8" P.E. x FLG'D CONC RED, CML&C. EXISTING F.S. EL -51.0± f-z V) 0 X ..., w C/L EL.= 42.69'± EXIST. 18" CNB WATER LINE REMOVE EXIST. VALVE CAN REMOVE EXIST 12" MCWD WATER LINE / EXISTING F.s. EL = s1.o± C/L EL.= 48.30'± REMOVE EXIST 72" CML&C WATER LINE ~ REMOVE EXIST ELL - 6 ABANDONED 16" GAS R-EMOVE INTERFERING PORTIONS - ~ REMOVE EXIST. 12"x8" C0NC. RED. C/L El.= 42.69':!: ::;:-m::j.J,~-~ (t~~~ i;ISJct)BFV ~JJ_ ~ REMOVE EXIST 8" ELL & OTHER EXIST CNB VAULT --INTERFERING PORTIONS REMOVE INTERFERfNG PORTIONS REMOVE EXIST PIPING _SE_C_T_I O_N_~_GD_ - N.T.S. c) (!) z -z w 0 ~ w > 0:: 0 en :) t\l a.. U) :i! (I) <( I 0 (.) (\J v I -fl) a> N -. 0 z • .., 0 er Q. z en ,_ 0 _J --<( --~ I--,' w· t--0 Cl) d5 a:: Cf) - a.. z 0 al I--,' z u (..) w (/) Approval, ·,cu.: N 8 ·o : .i -~ ~ lO (\J co <X) I l{) <C U) .. i .c -o :i: (!) m •• C Cl a P~ 'O Chi~f ~. Satisfactory To: ' i ~ ~tY:'iJ 'f: GSA/A&E Division Plan No. ----- GSA '4fooo ;.. 1790 Sheet C-31 [) 2. 3. 4. 5. 6. •. 7. 8. 9. 10. 11. · 12. 13 14. 15. 16. 17. .18. 19. 20. 21. • .. 22. 23. 24. 25. 26. 27. 16 j----..._ EQUIPMENT LIST 1 2" CML&C STL. Pf PE 12'' x 8" CML & EPOXY COATED STL. CONC. RED., FLG. x P.E. 12" CML&C STL. PIPE SPINDLE, F'LG. x P.E. 8" CML & EPOXY COATED STL. PIPE SPINDLE, FLG. x P.E. 12" CML STL. PIPE SPINDLE FLG. x FLG. (WRAPPED) PRESS INDICATOR ASSEMBLY. CLOSE BRASS NIPPLE T.B.E., 1 /2" BALL VA. APOLLO #96-103 OR #76-103, 3/4" FEMALE THR'D. OUT- LET "THREAD-0-LET" WITH 3/4" x 1 /2" NYLON INSULATING BUSH- ING. 6" CML&C STL. PIPE SPINDLE, P.E. x P.E. CML&C STL. go· LR ELL, P.E. x P.E., W/ CONC THRUST BLOCK 6" CML&C STL. PIPE SPINDLE FLG. x P.E .. 6" CML STL. PIPE SPINDLE, FLG. x FLG. (WRAPPED). 6" CML & EPOXY COATED STL. PIPE SPINDLE FLG. x P.E. 12" WALL PENETRATION SEAL, LINK-SEAL MODEL LS-425-C 6" WALL PENETRATION SEAL, LINK-SEAL MODEL LS-475-C 12" x 12" x 12" CML&C STL. P .E. TEE 18" x 12" CML&C STL. CONC. RED., P.E. x P.E. 12" INSULATING FLEX CPLG. 12" CML&C STL. PIPE SPINDLE, P.E. x P.E. ·i8" .CML&C STL. 90' L.R. ELL, P.E. x P.E. W/ CONG THRUST BLOCK 18" CML&C STL. PIPE. 6" x 4" CML & EPOXY COATED STL. CONG. RED., FLG. x P.E. 1 Q' x 12' PRECAST CONC. VAULT W/REMOVABLE TOP SLAB, AS- SOCIATED CONG. PRODUCTS PANEL VAULT OR APPRV'D EQ. SEE DETAIL 3 HEREON FOR LOCATION AND TYPE OF ACCESS OPNG'S. CONTRACTOR TO SUBMIT SHOP DRWG'S. TO ENGR. & CNS UTILITIES DEPT. FOR REVIEW AND APPROVAL PRIOR TO ORDERING OR INSTALLA- TION. GALV. STL. LADDER, ALHAMBRA FNDRY, MODEL A-3400 OR APPRV'D. EQ. W/LADDER RAIL EXTENSIONS, BOTH SIDES 8" SCH. 80 PVC VENT PIPE, ABOVE GRADE PVC VENT STACKS SHALL HAVE AN ULTRA VIOLET LIGHT PROTt:CTION ADDITIVE AND SHALL BE MFR BY. ARMOUR CAST CO. W/VENT STACK KIT UPSRK-8. 12" DIP go· BEND GASKETED PUSH JOINTS. PROVIDE PIPE SUPT. PER DETAIL 2 HEREON. 12" x 6" CML&C STL. CONG. RED., P.E. x P.E. TEST LEAD WIRES SHALL BE INSTALLED AT JOINT INDICATED SEE DETAIL 3 HEREON. I I -1=------------r----1 • I 36" DIA. TRAFFIC RA TED FRAME & COVER CAST IN VAULT TOP SLAB, ALHA~{BRA FNDRY OR APPRV'D EQ. M.H. ---+~-',--!+ I I I I -+----+ -; --, I s" TYP. ADJST. PIPE SADDLE -GRINNELL FIQ. 264------..... 2-1/2" HEXAGONAL STL NUT W/ 5/16" x 1-1/4" FLAT BAR STOCK STL HANDLE, I I L ____________ ...J 1 o· ✓----, / ' I \ I \ I + I \ I \ / • 24" x 30" ALUMINUM SINGLE LEAF TORSION HINGED TRAFFIC RATED ACCESS HATCH CAST IN VAULT TOP SLAB. 2-1/2" DIA "ALL-THR'D" ROD, 304 OR 316 S.S. 12" LONG, WELD TO NUT ~ 3"0 SCH 80 GAL V. STL. PIPE -=::::EftB~g 1 /2" X 12" SQ. STL PLATE (4) 1/2" DIA. EXP. BOLTS -----§§ ----t::::J 1" DRYPACK ADJUSTABLE ~R~fN9fi~{V~ OCl I ~ I I (TYP .) VAULT OPNG. ABOVE (TYP.) ~~ 1 o· PLAN I I . I I :0 L_ -n S.UMP DRAIN 11 ' 0 I sj- @ 0 0 I I N ~ l() ~ 0 I n NOTES: 1. PROVIDE OPNG'S IN VAULT FOR VENT PIPES, PACK W/NON-SHRINK GROUT AFTER INSTALLATION. 2. SLOPE VAULT FLOOR TO DRAIN TO SUMP 3. 4. VAULT AND ACCESS HATCH SHALL BE REINFORCED FOR H-20 TRAFFI C LOADING. VAULT SECTIONS SHALL BE SEALED W/ NON-SHRINK GROUT AND SHALL BE FINISHED SMOOTH INSIDE, ALL JOINTS SHALL BE WATER-TIGHT. l() C-0 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER & CNB UTILITIES DEPT. REVIEW BEFORE ORDERING VAULT, PIPE, VALVES AND APPURTENANT MATLS. 6. VAULT PIPING SHOWN DASHED TO BE SALVAGED BY CONTRACTOR FROM EXIST. CNB PR STA. AS SHOWN. CONTRACTOR SHALL VERIFY THE DIMENSIONS OF EXIST. VALVES, PIPE AND FITTINGS F.S.\ 14 Q) liQJ1: TEST LEAD WIRES SHALL BE INSTALLED AT JOINT SHOWN IN DETAIL 1 HEREON "" / BROOKS 3T METER BOX OR EQUAL 'WRAP CONDUCTOR ENDS W/ INSULA11NG TAPE. LEAVE 2" OF SLACK WIRE COILED IN BOX '4" GRAVEL• BASE ~ #10 AWG COPPER "WIRE W/ TW INS.UL. / 1;" LOOP (TYP) .....=--THERMl'lt: BRAZE WIRE. TO SiL PIPE ~ CML&C STL. PIPE CORROSION T~~r'.s_STATION DETAIL (I) Q Ci 00 o 0ocF>o 0 0 00 CJ0ooOo 0 0 0 00 o 9oo0 o 0 0 00 o 0oo0 o 6 ' OCl I 1 '-8" __..>--, =SE=..:C~T'-'--'I O=-N.,___~{Ef\ 3 / 8" = 1 ' r.:.::;;;} 4 OCl ~ SECTION ...i----VAULT VENT QPNG. (TYPi) VAULT VENT OPNG. (TYP) THK . GRAVE L BASE 12" DIA, C-900 PVC SUMP PIPE W/TRAFFIC GRATE AND FRAME, ALHAMBRA FNDRY. OR A.PPRV'D. EQ. SEE SHT. C36 w c., z <( ct: 0 LL 9 >-l;-z a 0 (!) z ··z Cl). ...,,. ""-0 ...J w 0 -<t i I-1--<( w w ..... 0 > Cl) d5 a:: 0 0::: Cl) a.. z 0 f- () w "' 1-...l ::, a:, ' <I) <,: a, ~ .. C it ftl .. (/) 0 SJ (\) 0 ;z .., 0 a: 0.. Approvals Satisfactory To: ~-1,f-i'<r . J) GSA/A&E Division ·.Plan No. GSA 41000 -179.0 . Sh$et C--32 01 98 J <f z ...,;;;- IJ.. ~ 0 0 ,-; IO in (\I ·, ' 0 0 . 0 0 + I"- . <( f- (/) CURB f-:r: <.D 0::: w > 0 CD <( w z _j :r: u f- <( / ~ SCALE IN FEET 100 50 0 100 200 0 CD + "' 0 CD + 0 "' w . "' z <t 0:: o . ~ IL 0 :ti: >-I-z :::, 0 u IRVINE AVE. :,: u c( w CD I-ll:'. 0 n. ;;:: w z u.. 0 >-I- u -N :It: <t d Ii; ..J <( z c,, (J) 0 0 + .. ' <t 0 Ii; ...I <( Z' !2 (/) . I- (/) ...J <[ :::) C I <t 149+60 151+ 30 ... 0 ►W 1-C>,jj -ZZ'I' rt) ::>ct Ol Oil:'. W ff uo u (J) N t~ I I • ,~ : t I ...J' ,o I I-,~ ' I 0:: 1mt 0 Ii; ,~'1/ ~"~ 1, 7 ol ... , + "' (\j .. ro (\J ,n co r0 ,n :::;: "" w u "' ~ AIRPORT7 ~, WAY + 0 "' j R•vtewed for • Aa Built • l •net Approved: ---J + 0 0 . 0 0 I HP V p .M. '.\:i•li/_~;_,-,YL.,-J,.,.-'t,,/' .. INSPECTOR -,, '.· / /., ; /LO} I CONTRACTOR I ~~~:J!!~~~-1~~ ':!tWo - $ )> -I 0 :r: SYMBOLS &+ + D -181 GENERAL LEGEND HPSY LUMINA. IRE, MEDIUM CUTO. FF., TYPE3 .· ~ l DISTRIBUTION, WIRED 240 V, 1121, 250W ~ EXISTING HPSY LUMINAIRE TO REMAIN (U.N .O.) * 1 1/2" C WITH 2#8, 1#10G . -.-------4"C,3#2 1 1 /2" C WITH 2#6, 1 #1 OG. #5 PULL BOX . HANDHOLE TO BE PROVIDED a INSTALLED BY SCE ~ SERVICE PEDESTAL NOTES: 1. CONDUIT TO BE LOCATED UNDER GUTTER OR 6''...18" BEHIND CUR6 24" BELOW FINISH &RADE OF PROPOSED HAJWSCAPE SURFACE~ 2. REFER TO SCE DWGS. FOR EXACT LOCATION OF HANDHOLES FOR ELECTRICAL SERVICES. 3. REFER TO SIGNAL PLANS FOR EXACT LOCATIONS OF THE:SE FACILITIES. & &;4. INSTALL UGHT STANDARDS SfJCM :Pll.4+ 8AGK OF fo!GlLE . 16 18" l!,Elll~lD -FAG'' '2F ?;!ll<e, :PE!:r-t.. DETAlt,;;.,:!,1A~'-HERS.ON .. 5. INSTALL SERVICE PEDESTALS 48'' CLEAR FROM FACE OF CURB OR EDGE OF SIDEWALK WHEN APPLICABLE . IN STAL LA Tl ON . NOTES: (j)-POWER SERVICE PEDESTAL FOR TRAFFIC CONTROLLER,SEE SIGNAL. PLANS @--POWER SERVICE PEDESTAL FOR STREET LIGHTS I20/240V1 IOOA @)--IRRIGATION SERVICE PEDESTAL 120 V, I¢ METERING _TYPE ffi @-MOUNT LUMINAIRE ON TRAFFIC SIGNAL POL..E, SEE SIGNAL PLANS @-SEE CAL TRANS PLANS FOR EXACTLOCATtON AND MOUNTING DETAILS (zr PROPOSED JWA AUTOMATIC IRRIGATI_ON CONTROLLER ( BY OTHERS l •• 120 V ELECTRICAL SERVICE TO BE PROVIDED BY S.C.E. . -8"¢ POLE \JR;W£ I U,lr;1:.---5#'TYP. , /"BOAC Z.5' S1)VA POLE FtJf/NP. o,:F AltJo/r/cO Al?N.4 441-t? & -t U.N.O. -UNLESS NOTED OTHERw i'sE> fil 't t lf,YCG/"T /IT 67/l. -5G-f80 w (!) z -. --f ' c ···· lil.·,' ~. ·, -:.r -~' 0 (.) 0 z ..., 0 a:: a. . :;i \.) i \D ti: "' ' ' "' r--I =, co ' "' "' ~ -~- <(} ..., ' <>:) <l: ."-', ;-:: Ill "' a -Ill D. D ,<( ,f L,J .... 0 z: :i OJ.I I!) a w <fl > w 11,i <El 0 0 w > -0:: 0 -Approvals "" co • r-' ._,. "' ::::, 0 a:: <C > <El G) -IV 0 ! 0 ·;; ·;., -G) ,a:.: If '>, (/) Q) (t:i ' IO °T,' -~ . ,·-.-· . 0 •• ::r:· .. -, PE 1 Chief ,~ Satisfactory T~: ;z -1~-Bo/ Plan No. -Gf,A 41000-17~.0 Sheet ··c .. 31i of 98 ...J <[ z lL ~ 0 q ,-.. IC> •,•, -• IC) (\J 't SCALE IN FEET 100 50 0 100 0 0 . 0 0 + 0 I.{) • <I: I- (/) I- I <..!) -0:: w > 0 CD <I: w z ....J I u I- <I: :E 200 r<> I") u . I- I (/) . <I: I- (/) IJJ z ....J I u 1- <t ~ c:i I-"' 0 ~ if) ..J <t z (9 IL I- 0 g§:c il. (_) i'.= 3:<t ww u ZCIJ (\j \S) 0 0 u'5 (l) i + CD UJ "' PROP. CURB (_) lfJ --·----------_.g. ------------ 0 "' + ;;; I w > 0 Cl ------------- TO BE REMOVED PER SIGNAL PLAN k-.. INSTALL TYPE O CABINET ANO 2:>TEL EPHONE . . i CAMPUS DR. 7 ---------------- i AIRPORT WAY 0 <D + <D' vi ~TYP. --------------. ---------------- .£3----------------------------------------- - --- ~-EXIST. CURB --------- s l> -, n I r z fTI co fTI r 0 :E r fTI TJ -, CJ) -, l> (J1 0 + 0 0 . 0 0 • SYMBOLS LEGEND I:\ -<}--HPSV LUM. INAIRE, MEDIUM c_,UTOFF, TYPE3 /:\ L_!,::, DISTRIBUTION, WIRED 24Q V, J ¢, 250 W L!_:, + EXISTING HPSV LUMINAIRE TO REMAIN (U.N.O.)t -----1 1/2" C WITH 2#8, 1#10G. ----4" C, 3#2 ---1 1/2" C WITH 2#6, 1#10G. D #5 PULL BOX &.··. -HANDHOLE TO BE PROVIDED a INSTALLED BY SCE 12] SERVICE PEDESTAL GENERAL NOTES: 1. CONDUIT TO BE l..OCA TED UNDER GUTTER OR 6" -18 .. BEHIND CURB i:'4 ... BELOW FINISH GRADE OF PROPOSED flARDSCAPE $URFAC~ • 2. REFER TO SCE DWGS. FOR EXACT LOCATION OF HANDHOLES FOR ELECTRICAL SERVICES. 3. REFER TO SIGNAL PLANS FOR EXACT LOCATIONS OF THESE FACILITIES. INSTALLATION NOTES: (D--POWER SERVICE PEDESTAL FOR TRAFFIC CONTROLLER, SEE s·i°G·NAL PLANS (y--POWER SERVICE PEDESTAL FOR STREET LIGHTS, I20/240V, IOOA @--IRRIGATION SERVICE PEDESTAL, 120 V, .1 ia METERING TYPE ,@-MOUNT LUMINAIRE ON TRAFFIC SIGNAL POLE, SEE SIGNAL PLANS. @-INSTALL INTERCEPT MANHOLE. @--.PROPOSED JWA AUTOMATIC IRRIGATION CONTROLLER (BY OTHERS)-120 V , ELECTRICAL SERVICE TO BE PROVIDED BY S.C.E. • GENERAL NOTES;(CONT.) £ INSTALL LIGHT STANDARDS &tJCN Tlll,T BACK QF 120!:E IS 18" BElllrJD F,lrOE er 01:Jl<lf!>. PE'/'?. DETAIL "A,, ON SHEET C -33. ~fVISfD DETAIL A ON SHEn 33fil 5. INSTALL SERVICE PEDESTALS 48 11 CLEAR FROM FACE OF CURB OR EDGE OF SIDEWALK WHEN APPLICABLE & -t U. N. 0. = UNLESS NOTED OTHERWISE L&J .. <.!) z <( a:: 0 ('J <D (J) ' 0 (\I <t ·, r<> (0 ('J 0 z .., 0 Ii: 3 g i "' 6' 0) <,;J • I <() ' . "' 'Cl st w I- C) z z: w \!) D 12 LU .., (fl "' co > ' LU "' s( el Approvals 0:: >, ~ m LJ.J en ·er, GI -I'-.as ' Q <), w :f 1-- 0 0 z ·-C, (ft ·-Cl ~ <I: -a:, (fJ ;_;_J - 0 l'D :aic . >- (fJ LJ.J <!) z <I: :r;, u PE Chief~.· Satisfactory To: ,'i/.. -;f:-i, . Plan No. GSA 41000--179b , ,s .· ; . . •• . .---,· ', •. Sheet ·.· C-34 0198 ...I <I: .... .... :::l: m :::) Cl) , . ....1 . <t ·z Li:; (\J 0 0 0 . ,.._ I!) ; I!) ,C\J AWG #14 . . # 10 . DLC TYPE 11g11 . 12#~~- CABLE POLE SCHEDULE SIGNAL STANDARD STD. MAST ARM NO. TYPE SIG. LUM. 1 26-4-70 45, 15' j 2 1 1-A-10'. -- 3 17-2-70 20' 12' 4 26-4-70 45, 15' 5 1-A-10' -- 6 15 I -12' 7 1-A-10' . - LUMINAIRE SIZE/TYPE 250\I HPSV - 25011 HPSV 25011 HPSV - 250\/ HPSV - SIGNAL MOUNTING !SNS VEHICLE POLE MT'G * SV·1·T TV·2·T ** SV·2·T * SV-1-T TV-2-T SV-1-T TV-1-T * = Quail St ** = Carrpus Dr MAST ARM 2-MAS - 1-MAS 2-MAS - . - CONDUCTOR SCHEDULE " /i\ ill ~ & Is' & l1rs & \61 6 3 3 1/12 3 3 3 3 3 3 ¢4 3 6 3 3 3 3 ¢5 3 3 6 3 3 3 3 3 ¢6 3 ¢8 3 3 6 3 3 3 3 \62 PED 2 2 2 2 2 2 ¢8 PED 2 2 4 2 2 2 2 f?. PPB & BPS 2 2 2 1 1 . ¢4 BPS 1 1 ¢6 SPB 1 1 1 ¢8 PPB & BPS 1 1 3 2 2 2 2 1 PPS COMMON 1 1 2 1 ,1 1 1 1 ' ISNS 2 2 2 2 2 2 2 2 SPARES 3 3 6 3 3 3 3 3 TOTAL 16 20 53 29 29 25 25 15 lUMINAIRES 2 2 4 2 2 2 2 2 I SIGNAL CCMMON . 1 t 2 1 1 1 1 1 TOTAL 3 3 6 3 3 3 3 3 ¢1 1 1 1 ¢2 .. . 5 5 5 ¢4 . 1 1 ¢5 1 1 ,p6 5 5 5 4,8 2 2 2 2 2 . TOTAL 6 7 15 8 7 2 2 INTERCONNECT 1 1 1 CONDUIT SIZE "' ;;,, ,.., ' ' ~ ' ~ ~ ;;, "" N N N N N . PED - - SP-1-CS SP-1-CS SP·1·CS - SP·1·CS . PEDESTRIAN POLE PUSH BUTTON LOCATION REMARKS PHASE TYPE QUAD E B C ---4' 4• B SE 13' 8/4 Vs N½ 16• 8 8 SW 6' 4· r1()/J/l"/trl) .$/~/V,'/1,,.,&- -/"tJQN4"/nON 81/::: 2 B/s Si¾ NW 7' 2 s NII 5, 2• I 8 NW 11 ' • = BIKE PUSH BUTTON 2" C, 12 PR. #19 IC TO N\BRISTOL ; t ll 1---,----- ~ I ru '--cc--', I DE·1 ECTOR SCHEDULE S:ENS□R N CHANNE-L DETECTOR' 1·05 2 2·02 2 2 4-02 3 2 5.-02 1-iill 4 Mll6 5 2·06 2 3-06 4·06 6 2 5·06 1·0B 7 2 2· Ql8 1 ·Ql4 8 2 . SPARE J R/W ----· _, ---··· ,, ................ ----- -~ DETECTOR LOOP LOCATIONS SHALL BE APPROVED BY ENGINEER IN FJELD PRIOR TO INSTALLATION. ALL DETECTOR UNI TS SHALL BE BACK MOUNTED, DUAL CHANNEL, DUAL OOTPUT PER CHANNEt WITH INTERGRAL COlORGATED EXTENSION AND DELAY CAPASlllTY. OUTPUT 11A" SMALL BE TIMED. a.JTPUT 11811 SHALL BE PRESENCE HOOE-FOR SYSTEM SAMPLING ONLY. ., i ...... ~ ,,.4 ./6" ~ (3 TtJTAL) _,.-#4@/6" / (J TOTAtJ C\ ., "'"--cc~---' VARIE.S 1;Jjffi7f,f?J11J.fWER---...._ , CLEARANCE ALL AROUND ""- t7h' ::;:;::;-i---\ •--~ 2"C, 2#14(1SNS)___/ 2 # IO(LUM) /4\ • • MOO/Ff£!) S/CNAL FOOTING A CALTflANS TYl'E ES·6M Z6·4·70 2.:,. 4/ // I IU'O OJ 1 7' i ,·· CONS!RUCTIQ-N NOTES. FURNISH .JI.NO INSTALL ·A ~ULTISON!CS 820 SYSTEM COIITROLLER ASSEMBLY. IN A TYPE "P" CABINET. -r ; .--~'1.,, ~ '<4'·"'&.,:.-,~--:'.". -'_· .. , FUR!f!SH A'lD INSTALL A•'ril>e-lll'BF· SERVICE EQUIPMENT ENCLOSURE 'cOMPLElE'" r~tt:OO!Nt, 5G·· AMP •• BREAKER (SIGNAL), 30 AMP BREAKER (LUMINA!RES) AND .15 AMP BREAKER (I SNS) • FURNISH AND INSTALL TYPE I PEDESTRIAN BARRICADE PER CALTRANS SPEC. ES·SF. VEHICLE AND PEDESTRIAN I MOVEMENT PER F"UNCTIDN NEMA PHASE 01 DESJGNATlDN COORDINATED • FUNCTION • DE'.TtRMINED BY MASTER C□HPUTER DURING COORDINATED OPERATION PHASE -FUNCTION DIAGRAM .. ... J . ·t + . .. ....... ... 02 04 05 06 I 08 ' ' • ! • • • • . 2 + 5 I, + , I 2 + 6 I : 4 + a I 1 + • SEQUENCE ~ITH CALLS □NALL PHASES 2" C, 12 PR. #19 IC TO DOVE STREET. COUNTY OF ORANGE CITY OF NEWPORT BEACH I. 2. 3. 4. GENERAL NOTES- ALL ITEMS TO BE rLIRN!SHED AND ALL WORK TO BE DONE SHALL CONFORM TD SECT!□N 86 'SIGNALS AND LIGHTING'. OF THE STATE Of CALIFORNIA, STANDARD SPlcCIPICATI□N DATED JANUARY, !9!l8 AND STANDARD PLANS DAlED JANUARY, 1988 AND MOST RECENTLY REVISED, THE CONTRACTOR SHALL OBTAIN ALL N~CESSARYiPERMJTS AND NOTIFY ALL UTILITY COMPAN!ES 48 HOURS IN ,ADVANCE OF CONSTRUCTI□N. IT SHALL BE, THE RESPONSIBILITY OF THE CONTRACTOR T-□ C□ORDINA TE ALL PHASES □F CONSTRUCTION. THE EXISTENCE AND LO~Hl□N OF UNDERGROUND UTILITY PIPES OR STRUCTURES SHO\JN ON THESE PLANS VERE MADE BY A SEARCH OF' THE RECORDS, HOVE'{ER, NO GUARANTEE IS HADE THAT ALL SUBSTRUCTURES IJR THAT THE LOCATIONS SHQ\;N ARE EXACT. THE CONTRACTOR SHALL TAKE DUE PRECAUfIONARY J4EASURES "TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT SHOWN OR THOSE NOT OF RECORD, CALL 'UNDERGROUND SERVICE ALER!' 1-800-422-4!33. •. \ ;~LO CO~;;:;!~~~ S~~L A~~R~:F~:t S;~AcNi~~~::EN;H;Rl;:E~IJf\ INSTALLATION. 5. NO PULL BOXES SHALL Bf. LOCATED IN OR WITHIN !' OF , ANY WHEELCHAIR RAMP. 7, 8. ALL PULLBOXES SHALL BE NO, 5, UNLESS OTHERVISE NOTED ON THE PLAN, ALL SIGNAL HEADS AND BACKPLATES SHALL BE MtfAL. . ALL DETECTOR LOOPS SHALL BE 6' X 6' SPACED AT 10' UNLESS OTHERWISE NOTED ON THE PLAN. w (.9 z <( 0:::: 0 LL 0 >-f-z :::> 0 0 z 0 < --1 ..J < 1- (/) z ..J < z (!) (/) 0 u. u. < ti. I- • 1- (/) -I -<C ::, 0 olS • a: C CD :, Q. :e <C 0 Approvals Satisfactory To: ;;;.-1t~~r Pl<'it No. . UI C .2 .!l· ~ a: CX) 0:, ---10 . .-' ~: .. ... ... .. ,:s ,.:,,: ,C 0 ... C J 'Ill ... Q GSK 4 tOOO~ f 190 S~t c.::..35 of 98 ...J <( I= ~ Ill ::> Cl) ...J <( z ii: C\I 0 0 0 • ...... 1-1 tri C\I . . STD. SIGNAL STANDARD l:UHINAIRE .. •• . . HAST ARM N□. TYPE SIZE/TYPE SIG, LUM. . 0 26-4-70 45' 15' 250V HPSV . 0 . 17-2-70 20' 12' 250\./ HPSY 0 26-4-70 45' 15' 250\,/ HPSV 0 l-A-10' . 0 15 12' 250V HPSV 0 . l-A-1O' . .• POLE SCHEDULE . . SIGNAL MOUNT [NGS PEDESTRIAN POLE J;iUSH BUTTON • I.S,N,S. VEHICLE . •.• LOCATION REMARKS P.E.DESTRIAN · POLE MT'G MAST ARM • SV·3-T 2-MAS SP·l·CS •• SV-2-T 1-MAS SP0 2-CS • sv-1-1 2cMAS SP-1-CS TV-2-T SP-1-CS SV-1-T TV-1-T SP-l-CS . . • -. Dove St •• -CoP'lpus Dr R/W ' PHASE TYPE . QUAD E B C 6 B NW . !0' 8 B NE l' se B SE 8 Jl SW 6' 4_5· ,'1(1£}/r/617 .SIC,#At rt?WMlltJN ~ . . 2 B·. . .NV . . 7' s• B "' . 2 B NW 7' . . . 2• B NW 8' . . • BIKE PUSH BUTTON/SIGN 2" 1c, 12 PR. # 19 IC TO QUAIL ST. I ' ~"·'-···) - '° ---w --- .. I VEHICLE ANO PEDESTRIAN ' . MOVEMENT 'PER FUNCTION NEMA PHASE DE SIGNATION 01 COORDINATED • FUNCTION • DETERMINED BY MASTER COMPUTER DURING COORDINATED OPERATION . .·• CONDUCTOR SCHEDULE A'JG CIRCUIT /;\ Ii\, IA ~1 3 J · 3 02 B.4 3 3 3 B;i 3 3 06 3 3 3 08 3 3 3 i//4 06P 2 2 2 02P 08P 2 2 . . (1)6PPBe-BPB 1 2 2 • · 02 .PPB a BPB . . ·;,, ' 118 PPB + BPB 1 J ., 'I l'PB. COMMON 1 l . ! ' . . . • l.S.N.S. •• 2 _-2 : . 2 . . FIRE PRE-EMPT . • 2· 2 . •' J . •· .. . SPARES :ii 3 3 ..... · ·TOTAL 21 50 ·, 30 • ... · S)G COMMON 1 1. . . I .~lD LUMINAIRE 2 2 2 TOTAL 3 3 . 3 01 J .. · 02 DLC 04 1 I 1 05 TYPE 0, 5 5 08 ·s· . . TOTAL l 6 7 . .. .. INTERCONNECT 12 PR # ,. 1 . INTEJ;!(□NNECT . "' 1 1 #" • ~ OJ • .... CONDUIT SIZE N -,· - • N N RUNS If.\ lu Iii\ 3 C 3 3 3 ;& ;I .3 3 3 3 ,6 2 z z 4 2 ,f, 2 2, 2 1-z I . 2 . • .. 2 . 2 2 •·. .• .~ (, 35 S3 ,•--· t 2 . 2 3 2 I I 5 I I l 5 5 ·. 2 7 (5 1 I . '"\ ',n • . ,. A lh\ 1/\ 3 3 3 2 2 . •. . 2. I I I I . ' 3 3 14 10 1 1 2 3 1 ' 5 5 1 1 6 6 -OJ .... OJ ru N B I N B I N N -s I "' 285' TO I') N X-WALK ~--=----=--=--==~-Jr~...,...:.:a""*~=ri N '° CAMPUS =r,;,;L__ --·W [iJ El CONSTRUCTION NOTES FURNISH AND INSTALL A MUL TIS□NICS 820 SYSTEM CONTROLLER ASSEMB~;,',JNCLUD!NG FIRE STATION PREcEMPTi □N. CAPABILiTY, IN A TYPE •p• CABINET FURNISH AN.D INSTALL A TYPE III-BF SERVICE EQUIPMENT ENCLOSURE COMPLETE INCLUDING 50 AMP BREAKER (SIGNAL), 30 AMP BR.EAKER (Ll'M'NAIRES) !: 15 AMP BREAKER (iS!\IS). REMOVE AND S/l.(.VAGE EX FIRE STATION SIGNAL EQUIPMENT COIIPLETE. DELIVER SALVAGED EQUIPMENT TO COUNTY YARD,I152 E. FRUIT /lTREET, NEED.4B HOUR AD\/ANCE NOTICE PRIOR TO DELIVERY PHONE (714 )567-7866 FURNISH AND• N$TALL TYPE I P~DESTRIAN BARRICADE ~EA ~ALTTlANS 5PEC. ES-5F N 1S>. I ,,., 4 L.i.J ' i 0 I 1 I ~EVISIOt\J ffi 15' PHASE 1.7' -+ ◄•► 02 • I l + 5 ill ::,J >< z G) FIRE STATION CONDUIT rn 15' ' -FUNCTION DIAGRAM ' ... J ... ~ .. 04 05 06 • • • 2 + 5 I I • 0 I 2-+ 6 1 , . ~ 1 + 6 SEQUENCE WITH CALLS ON ALL PHASES FIRE STATIOr✓ 15,<W,:t;>N c,Y/ST :>M///,:t; -,-_____ , ··-·-"-•"·······--•--"""'"'""''' II,. ', I 2 C,5DLC, d 2 PR.#19 IC, "--1-...;..../-S--"-"-'-* I "' -"' (\I TO 8 E REMOVED A ND SALVAGE TO CITY OF NEWPORT BEACH ·• .,( BY:~ 1 .\i .. . t= • 08 . . . • ,- I') ' DR . .GENERAL NOTES ALL nEMs.• "rn BE ;LJRNlSHED AND • lit.C voRK 10 BE DONE SHALL CONFORM · TD • SECTION 86 ·'SJGNALS AND.LIGHTING' UF THE STATE OF CALIFORNIA,_-·STANDARD SPE.CIFICATI□N .DATED JANUARY, 1988 AND STANDARD PLANS DATED JANUARY, 1988 AND MIJST RECENlL Y RE V ISED. 2. THE CONTRACTOR SHALL OBTAIN A~L NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES 48 HOURS IN · ADVANCE OF CONSTRUC TION. IT SHALL BE THE RESPDNSIB!LITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUC\!ON. 3, THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES DR STRUCTURES SHO',/N ON THESE PLANS, ',/ERE MADE BY A SEARCH OF THE RECORDS; HO',/EVER, NO GUARAN TEE IS MADE THAT ALL SUBSTRUC TURES OR THAT THE LOCATIONS SHO',/N ARE · EXACT. • THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO . PROTECT ALL UTILITY LINES INCLUDING THOSE . NOT · SHO',/N DR · THOSE NOT OF RECORD. CALL 'UNDERGROUND SERVICE ALERT"'"l-800-422-4133. 4. THE CONTRACTOR SHALL VERIFY VITH THE ENGINEER THE · PRECISE FIELD LDCA TIDNS FOR ALL TRAFFiQ SIGNAL EQUIPMENT PRIOR •• TD .. -' . INST AL LATION. 5. ND PU LL · BOXES • SHALL BE LDCATlcD IILDR ',/!THIN .1' . OF ANY . VHEEi..CHAIR RAMP . • ALL PULL ;□xEs SHALL BE N□. s;·.~(LE~S . □THERvisE'· 'NcifED □N THE PLAN, . ,.; 7. ALL S!Gi'fAL HEADS AND BACKPLATES ·sHAL~ BE METAL. 8. ALL DETECTOR LOOPS SHALL BE 6' X 6' • UNLESS OTHER',/JSE· NOTED ON THE PLAN. - 2" C, 12 PR. #19 ·1c TO AIRPORT WAY <D tS> I ,.,., "' tS> I N ' . DETE .CTO R SC H,ED ULE . ' ' ' •• • . . . SENSOR .N□ -.' CHANNE.L DETECTOR . 1 1 ·05· . ' l . 2 1·02 1 2-02 . .. 2 2 •· 3'02 . . 4-02 ' 3 ' . ··2 .. 5·<ll2 ·• . . ;.-. -'; . \ .• l ·_0 1 _; 4 2 1·06 • l 2·06 5 2 3·06 I 1 4-06 • 6 ·2·. 5-06 ·. l 1 ·08 7 . 2 2·08 -\_ .. _•. 1 °04 8 I .. • 2 SPARE DETECTOR ·LOOP "LOCAl'ION SHALL'BE APPROVED BY ENGINEER IN FIELD PRIOR TO lNSTALLATION . ALL OECTECT()R UNITS SHALL BE BACK MOUNTED, DUAL CHANNEL, DUAL OUTPUT PER CHANNEL WITH INTERGRAL COLORGATEO EXTENSION'AN.D DEL.AY . CA PA~ILlTY. OUTPUT"A' SHALL BE TiMED .. OUTPUT "13·" SHALL .SE PRESENCE~MODE FOR SYSTEt,l"SAMPLING ONLY: FIRE STATION PRE-EMPT PHASE SEQUENCE 0 ON AT CLEARANCE PRE-EMPT RE--START ACTUATION II J~ l + 5 I + 5 J .. ◄•► 2 + 5 .... ◄t. ! + 6 •·• ... ~ •·• • : l ._.+: :_s 2·-t 6. Jtt .. 4•8 4 • a w C) z <( 0:::: 0 l.1- 0 >-f,--z :::) 0 0 z 0 I-< ...J ...J < I-(I) z - ...J < z ,C, (I) (.) u. u. < a: I- PE • I-en w > 0 Q ~· • a: Q (/) :::, Q. :ii: <t 0 Approvals •. Satisfactory.To:· ' • ' • $,-19-~19 ., . i ~n~et · . ,.,.. c.,.;.-a6 of 98 . (0 to '';' jr, ' (\J 0 0 0 . I'--. LO Lr.i C\I • . ' '' ' POLE SC HED UL E ' STD. SIGNAL STANDARD LUMINAIRE SIGNAL MOUNT1NGS PEDESTRIAN POLE ' f-'.IAST ARM l.S.N.S VEHiCLE ' PUSH_ BUTTON L □CATJ□N TYPE SIZE/TYPE PEDE;STRIA'-NO. S[G, LUM. POLE Ml'G MAST ARM : PHASE ' TYPE GI.UAD E il C '' 0 ' ,. ·.·, ,, 19-2 •70 30' 15' 250WHPSV + SV-I-T MAS SP-I -CS 12' ' 0 15 12' 250WHPSV . SV-I-T 06 B s 12' 0 t-A-7' TP-I 06 B s 12' l (Fl 0 ' QM (Fl B w I JS 15' 2J50WHPSV SV·2-P SP-I-CS 12' 1/)6. B s -I 0 I 19-4··70 30' 15' 250WHPSV + ·sv-,-T . 2 -MAS SP-1-T -04(F) B E. AS fHOWNI ' . (F)' . - 0 I ' I~ 2-70 20' ++ SV-2-T MAS 02 • B N. AS SHOWN ' . ,' ' (F) • FUTURE + ~ Airpor t • = BIKE PUSH BUTTON .+ +-= Campus Dr {SINGLE SIDED) CAMPUS 2" C, ·12 PR. #19- (E:TO DOVE _____ _ CONDUCTOR SCH EDULE -- RUNS A\JG CIRCUIT /0. 1/1 I/~ I/~ /}, /4\ /\ 1/\ I/\ - 02 3 3 3 ' 04 3 3 3 6 3 3 •. 05 G 3 0.6 3 s 04P (F) 2 4 2 ' ' 06P -. 2 4 #14 028PB I I I REMARKS 1" C, I DLC -".! R34 0 X DETE CTOR SCHE DULE ~ENSOR NC CHANNEL DETECTOR I 1-02 (Fi --2 2 -02(F) I . 3 3-02 (Fl 4 I -05 , ·- I I-06 2 2-06 2 3 3 -06 4 1-0 4·· .. DETECTOR LOOP LOCATIONS SHALL BE APPROVED BY ENGINEER IN flECD PRIOR TO INSTALLATION. ALL DETECTOR UNITS SHALL BE BACK MOUNTED, DUAL CHANNEL, DUAL OUTPUT PER CHANNEL WITH INTERGRAL COLORGATED EXTENSION AND DELAY CAPABILITY. OUTPUT A SHALL BE T IMED, ou,TPUT B SHALL BE PRESENCE MODE FOR SYSTEM SAMPLING ONLY . AIRPORT ENTRANCE H()4 r--------1--1 04+0 OL I ,. I I I I ! 04P (FUT) 0 • 04+05~ -04 PPB ' 2 06 PPB 8 3PE I I I 3 PPB COMMO!-J I I I 2 ISNS 2 SPAR cS ,3 3 3 6 I TOTAL B 15 10 43 SIGNAL COMMas I I I 2 -#10 LUMINAIRES z 2 4 TOTAL 3 3 I 6 02 . (F) '1)4 I I ' I DLC 05 I I I TYPE 06 ,, . 3 ·•9" TOTAL 2 2 5 INTERCONNECT I I 12 PR. #19 ~ i<, CONDUIT SIZE 1'I I ;;j "!;/>~ ' N "' • " I .I I I ' ,2 ,2 ·• 3 3 !9 13 I I 2 ' 3 I ' .. ' .. ' ·' N . ._, "' "' • ', - ----------- 17' GE NERA L NOTES . I. ALL ITEMS TO BE FURNISHED AND ALL \JORK TO BE DONE SHALL CONFORM TO SECTION 86 'SIGNALS AND LIGHTING' OF TH£ STATE OF CALIFORNIA, STANDARD SPECIF(CAT!□N DATED JANUARY, !9SB AND STANDARD PLANS DATED JANUA~Y, 1988 AND MOST RECENTLY REVISED. 2 . 3. 4, 5, 6,. 7, 8, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY --PERMITS _AN.I), NOTIFY ALL UTILITY COMPANIES 48 HOURS IN ADVANCE or CONS.TRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TD COORDINATE ALL PHASES OF CONSTRUCTION, THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY . P)PES OR STRUCTURES SHO\IN □N THESE PLANS \JERE MADE BY A SEARCH OF THE REc□RDSJ HO\J.EVER, ND GUARANTEE IS MADE THAT ALL SUBSTRUCTURES OR THAT THE LOCATIONS SHO\,IN ARE. EXACT. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO . PROTECT ALL UTILITY LINES INCLUDING THOSE NOT SHD\JN DR THO.St NOT OF RECORD. CALL. "UND£RGRDLIND SERVICE ALERT' 1-BOi:l-422-4133. THE C□NTRAC-T□R SHA_L~. VE'RlFY '.,,/ITH THE -ENGINEER THE Pf?.EClSE FIELD LOCATIONS fOR ALL TRAFFIC SIGJ'lAL EQUIPMENT PRl□R TO INST ALLA T!ON, NO PULL B □ XES SHALL J:iE ·L'□CATED IN OR \.IITHIN 1' of ·· ANY \.!HEELCHAIR RAMP. ALL PULLB□XES SHALL BE NO. 5, UNLESS OTHER\JlSE NOTED ON THE PLAN. ALL SIGNAL HEADS AN.D BACKPLA1tS SHALL BE MET AL. ALL DETEt;TOR LOOPS SHAL L_ BE 6' X 6' SPACED AT . to' UNLESS OTHER\JISE NOTED IJN THE PLAN. -II) 67' • f 0 VEHICLE AND PEDESTRIAN MOVCMENT PER FUNCTION N[MA PHASE DESIGNAfI□N COORDINATED FUNCTl□N j / ' ~ DETERMINED JIY MAS-TER COMPUTER DURING CD□RDINAT(D OPERATION ------- • PHA SE -FUNCTION DIAGRAM .... 04 05 •• • • • • SEQUENCE: 'wlTH CAL,LS ON ALL PffASES - DR_ "' ----Q ,;, to~·· ? .,,.... ~ -::..· .... _ ·----..J C\J "' <Sl I ~ CONST RUCTION NOTES _.·. •URNl SH A:U INS;~~L :Muz:'~If;.}!*EM . ..-... • CONTROLLER ASSEMBLY IN A :TYPE ,p .. • 6 ___ •.•·B!•.tET, __ J_/_ .:,.,,rodA•.' •A .. • .•. 'J)~·Cll,'Jlllt.T /if '"'='""vrl.!fu fURNISH AND !~ST ALL A TYPE m-aF 'SERMlCt • _EQUIPMENT ENCLOSURE, COMPLETE INCLUDl~G ·:· 50 AMP BREAKER (SIGNAL), 30 AMP f;lREAKER (LUMlNAIRES) & :5 AMP BREAKER (ISNSJ. . : .. , . I N .-,,.:,:·--:\ -·bf. ('.J )/ ' ~ s J (') ., ',:,.~•r/ _· w U> z <( 0:::: 0 LL O ' >-1:-z :::, 0 0 ' ·:N · ~+--"-+-+""-'-!...-·.;,:"t. ,---j~ fl) u LL '.I.L <:t' a:: :-.,._.: .L w u z <(. , ... _ er: / -1-, z w I-n:: 0 a. 0::: . ·.<i· cO a::: 0 (/) :::> a. ~- <( u Satisfactory To: • ' ;L -) 'f-5'7 C-37 _ ' of. 98 . '· ,. -. , .. :-' ,f ;· r f.·. • POL£ SCHEDULI; • .. . .. SIGNAL STANDARD • SIGNAL MCUITING PEDESTRIAN POLE STD. . LUMINAIRE · MAST ARM . !SNS VEHICLE PUSH BUTTON LOCATION REMARKS NO. TYPE SIZE/TYPE . PED .. SIG • . LUM . POLE MT'G MAST ARM PHASE TYPE QUAD E B C 0 26-4.'70 4D• 15' 250W HPSV * 2 SV·.1•T 2·MAS · SP01-T 6 B SE 8' NEW POLE • g_ ' (N) (RR) . (RR) (RR) . (RR) (RR) (RR) REUSE EX. SIGNAL EQUIP. ·, © 1•A·10~ . ' lf TV-2-T SP·1·T 6e BI SE e 8• RELOCATE EX. POLE (RR) (Nl 8 B SW INSTALL NEW YEH. ,HEAD •.@ 29·5·70 55, 15 1 ... SV·3·TB 3-MAS SP·2·T a• Be SW I RELOCATE EX .POL~ ' 2 B SE MQP!f/E/) ,r&t/NPRll~AI. cs . III ' •· © 26-4-70 45' 15° 25011 HPSV • . ', * SV·1·T 2·MAS SP·1·T 2 B NW EXISTING ', ® 1·A·10' TV·1 ,T SP-1-T 2 I Be NW e ' EXISTING .• 4 B NE .• ® 29-5-70 so• 1s• 250W HPSV . -sv-1.-r 2·MAS(E) SP·1·T 4 B NE EXIST! NG ' 1·MAS(N) ,/· '' 0 1·A·10° ' ' TV-1 SP·1•T 4 I a• NE I EXISTING ,/ . . 6 B SE (N) = NEW ·* = MacArthur **' = Caq,us ·1 = BICYCLE PUSH BUTTON/SIGN (E) = EXISTING (RR)= REMOVE& REUSE CONDUCTOR SCHEDULE ,..... 7 'AWG . CIRCUIT A\ l/z\ I~ /4\ ,, . 3 3 ;z 3 3 3 ~ l 6 ;4 3 3 6 .~. •3 3 3 6 ';!, 3 6 ' ;7 3 3 3 ¢8. . 3 3 ' ' • ~•peo 2 2 2 • #14 . ;4 PED 2 4 • ;!, PED 2 2 ;a PED ' 2 2 2 4 . ';2 • • . PPB.' .· · 1 1 1 . I•,, ···.\. ;4· PPB• . f 2 ;!, PPB ' 1 1 ;B, PED 1 1 1 2 ;_·,_ ' . PPB C0114c»I 1 1 1 2 ,· ' ,• I.'S.N.S. 1 1 1 2 ' .. ' SPARES 3 3 3 6 TOTAL 20 29 26 64 LUHINAIRES 2 2 2 #8 SIGNAL CCl4MON 1 1 1 2 TOTAL 3 3 3 2 .•. ,, ', 1 1 ;2 ' 3 3 ' ' . .. . -1 1 1 -3 J DLC . . ;4 ' ' 2 I 1. 2. 3. '4~#18 . ,s , 1 ;6 4 4 .;7 2 .. . .,a 2 2 2 . TOTAL 3 7 5 16 . . 1j,ijR. IN>ERCONNECT •. , 1 1 i1~R• I INTERCONNECT 1 1 1 3 ·-#6--. ' SERVICE •• ' 2 2 CONDUIT SIZE =~ =~ "., ' . N =., N ,N . : . . GENERAL NOTES ALL ITEMS TO Bt FURNISHED AND ALL WORK TO 'BE DONE SHALL CONFORM. TO SECTION 86 •SIGNALS AND LIGHTING• OF THE STATE OF CALIFORNIA. STANDARD SPECIFICATION DATED JANUARY, 1988 ANO STANDARD PLANS DATED JANUARY, 1988 AND MOST RECENTLY REVISED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERM.ITS AND NOTIFY ALL UTIUTY COMPANIES 46 HOURS IN ADVANCE OF CONSTRUCTION. IT SHALL. BE lliE RESPONSIBIUTY OF THE . CONTRACTOR TO COORDINATE AU. PHASES"OF CONSTRUCTION. THE EXISTENCE ANO LOCATION OF UNDERGROUND UTILITY PIPES OR STRUCllJRES SHOwti ON TtlESE PLANS WERE MADE BY A SEARCH OF THE RECORDS; . HOWEVER, NO .GUARANTEE IS MADE THAT ALL SUBSTRUCTURES OR lHAT THE. LOCATIONS SHOWN ARE EXACT. THE CoNTRACTOR . SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT All unLITY LINES INCLUDING THOSE NOT SHOWN OR 'THOSE NOT OF RECORD. CALL •uNOERGROUNO SERVICE ALERT" 1-800-422-4133. 4/' THE . CONTRACTOR SHALL VERIFY WITH TiiE ENGINEER '.rHE PRECISE FIELD ,LOCATIONS FOR ALL TRAFFIC SIGNAL EQUIPMEN'r PRIOR TO INSTALLATION. 6. 8. . NO PULL BOXES 'SHAU. BE LOCATED IN OR WITHIN 1' OF ANY WHEEi::CHAIR RAMP. ALL Pl,JLLBOXES SHALL BE NO. 5, UNLESS OTl,ERWISE NOTED ON lHF PLAN. ALL SIGNAL HEADS AND BACKPLATES SHALL BE METAL ALL OE'raCTOR LOQPS SHALL BE 6' X 6' UNLESS OTHERWISE NOTED •. ON THE PLAN. MA C AR TH UR N - "' . I 0 - N & "' -- --w N ~ "" ~ ' ~ M "' & -..., -~ ' PHASE VEHICLE-AND ' .. P.f./1ESTRIAN ◄•.► MOVEMENT , PER FUNC110N • NEMA PHASE ¢1 ¢2 ' DESIGNATION • COORDINATED • . -FUNCTION • • DETERMINED BY MASTER COI.IPOTER DURING COORDINATED OPERATION I, + s \\\, 200 C,I2PR#l9 \¥\TO AIRPORT ENTRANCE ' \ \. \\ A ,,0 \\\ \ \ \\ \ ,\ ~~ ~ / \ v,:: ' \\ \ \ ' \ \' 2°' C, IDLC \ \ \ I -------~-i1==+-J-lil~06 IN_STALL NEW '{_Ej-1 .• HEAD ON \ EX\TENON \ 1-05 -• FUNCTION ~ +.J. .. J '¢3 ¢4 ¢5 • • • 2 + 5 2 + 6 1 1 + 6 (\j "' N Q 0 1 V DIAGRAM ◄•► ~ ◄- ¢6 p • • . 4 + 7 I 3 + 7 ' • 3 + 8 SEQUENCE WITH CA.LLS ON ALL PHASES \ ~ ~ \ \ \ ' \ I I \ \ \ \ ' \ I \ ' I \ t+ .. ¢8 • • + a I \ \ --1 1/2 " . ' [i] DETECTOR 'SCHEDULE .... _ .. - SENSOR NO. CHNINEl DETECTOR SENSOR NO. _· •.. , CHN!NE_L DETECTOII ' 1 • 1·;2 1 • 1,-;4 ,•,.' 1 2 • 1·;2 6 2 • 1 ·;4 '• •. (E) 3 • 2·;2 (E) 3 2·;4 . . 4 • 2·;2 4 ' 1-;7 1 • 3·;2 1 • • ·1-f,8 2 2 • 3·;2 7 2 • 1-f,8 . '' (E) 3 II 4·tl2 CE) .. ,' 3 2'fi8 4 • 4·tl2 4 . 1·;3 .• 1 5·;2 1· • ' 4-f(i 3 2 6-;2 8 2 • 4·'6 ' ' . (E) 3 1·-5 (N) 3 6·# ' C, 3 *14 SER VICE 4 2-;7 4 SPARE \ !RRJ6ATJ0N SERVICE if::, 2 II C, 2#6 4 (E) 5 (E) 1 2 .3 4 1 2 3 4 • 1-# • ' 1:¢ • 2·¢ • ' 2·'6 • 3·¢ • 3·# 5·# 1-;1 1 3·f8 9 2 2·;3 (FJ (N) ' 3 • : ' SPARE 4 Sl'ARE ' . .... ' . . ' _J ---~---·i ;;;<;>;:~----✓-------.:::-;:;:;-=--_ ~. ------==----=;:=.......:::::·•=.--=, .... .,,_ -=--=~ . r--~---;: w ----~----·-··--·--·-··-- -0 I I DLC S t2 PR :ff 19 0 ;o • -------.--) ---sJ-111/ 12 PR. #197 1 TO DOUGL AS 6'ECTION ,94? ,.1,/1)/)/rlGD /fOVAIMT;~A/ PB"l?IIL ,N. T.5, ' · CONSTRUCTION NOTES [JJ RELOCATE EXIST. TYPE II I SERVICE. [TI INSTALL NEW· POLE Q LOC. 0 REUSE EXIST. SIGNAL w EQUIPMENT. REMOVE AND SI\LVAGE EXIST. TYPE 19 POLE AND REMOVE EXIST. FOONOATION COMPLE.TE • ' RELOCATE •EXIST. POLE Ii Loe·.~ CCJ'IPlETE. ' INSTALL •• NEW VEHICLE HEADS AND MOONTING HARDWARE @ _LOC. @). REMOVE EXIST. FOUNDATIONS COMPLETE. C INSTALL 3" CONDUIT TO NEW #3 1/2 PB ON ''.ll/W CORNER FOR FUTURE . , • • -· __ ,.·, ._ ~' • . S1-GNAL CONDUIT CROSSING, • INSTALL 2 1/2" CONDUIT TO NEW #3 1/2 PB. ON N/W CORNER FOR FUTURE SERVICE CONDUIT CROSSI.NG . W INSTALL NEIi CONDUCTORS ASSOCIATED WITH RUN£ /0 r,:i'lt~OLLER. • [!]. M<DIFY EXiST. CQITROLLER CABINETWIRING TO PR()VIDE FOR ADDl:IOH'L' ' ..• • DETECTOR SENSOR UNITS. w 0 z <( et: 0 LL 0 >-1-z :::) 0 0 z < J Q. z 0 i=' < (.) LL 0 0 ~ J < z (!'J a5 • _. al a: :::, ::c I-a: c:( 0 c:( ::ii: I- c:( • a: C u, :::, Q. ::ii: <( 0 ' "' .f--• •'-.1 :::, "' ' ' ~ -q; ... ,_., • Approvals '°· <O "' ~ . S:,, ~ ~ .. Cl) -(ti 0 ~ .. i .C· 0 ~ ~ ~. ~ .. C 31: 1!! . 0 ~ ~--.. & "' Cl) 0 PE O Chief~ Satisfactory. To: 3-flf-12 Sheet 98 C\I • ' a a a • ....... ' ·,,., ' .... ,. . LO C\I ' '·, ' ' I l i l I j ! I I ,; :l l j ' I r j I , ti ® ,-l>z z '!l rn l> -U· r rn r ;:o .... 0~ mo -I "' != l> r-< "' r N rn .,, -! -1 C ;:o z STA. 13+59.00 BEGIN TAPER MATCH LINE 12+00 -----,-r-c---,-n,r-rc-,,----.----,-r--rr 51 11; l'l!b1I0lll0'l11' 11 \ 0 (.,< OJ II ·~ n 111: 1. 11 I t---- I ! I l I @ '! ,, \ 1 11 I h II 1 ~ I .!5',111·,!11· i ! j 1 ,1 ,Ill"!:',.."' I .I.I II"' • I 1 ' ' '<: ;:o :iswz (/) .s,. 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EB LANE LINE BEGIN REMOVAL EXIST.. EB LANE LINE ill "' ,, ~ -1 'Yi I ;u {:;l IT OJ N STA. 5+;)5 BEGIN #3 EB LANE BEGIN R.C. END TWO WAY LEFT TURN STRIPES ~ I ;o I "' IT "'""'- I Cl ~ 0 ,,Kl z m ~o ~~ -1 §; a, rn I~· I :r: I I' I ' I I !I I - i I f 111 j I ;;! I I 1i•t VAR. I I I I I I I! I ,11 .,, ' m I 1~111 1 I 1 1 'l .ii 1sTi1·h ... ~--;;! I I I [ ~ I I I "O "' "' II I 11 II .l:11..i:,. -• I ::0 < -z rri .LI~! K;:o 11'. I (/) I + tii ~ • r~ 1 L ' STA. 2+ 70.00 BEGIN TAPER WB LANE LINES. TWO WAY LEFT TURN LANE I P :;o STA. 7+45 i3; T I I I! I f "'! > ,., END R.C. (.,< (l) :u N JT "' m IT (J) -I I I ' 7F 0 ,J 00 I :i it \ ' I I I I "' CJ '" :=, > ,... .LI i::s• ll;s\ l;o I "' ~ (/) -I "' 0 -r'Tl OJ r-> 0 <> ('") ::,:::> .... ., I 111 I ~ I O"' .., "' C;i) c:: 6 (/) IT! "' :=, ::t > ,,, ,... ,... 41' n -1 N 0 o_ I I I I I I I 6 1..,l Xi "'i 1'l- Cfl ~ 1 ..... "' -l ,,, "' -® I • , , 1. 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LEGEND @ INSTALL 4" WHITE EDGE STRIPE. INSTALL TWO WAY LEFT TURN LANE PER DETAIL . 32 J 0 INSTALL 12" SOLID WHITE CROSSWALK OR LIMIT LINE , INSTALL SIGN -WITH POST UN LESS OTHERWISE NOTED. 9 REMOVE 3 PARKING SPACES 6 0 "' . I I I : MAT CHLIN E DOVE ST. THIS SH EET <D R28 ON ST. LTG. DOVE 38 ST. ; -~-~------------~--~-====~----'-'-·1 ---··----------·--~f=======:'.::;_-_-·-·_--_--_---,· _·---~--__ "'_:;_-~~--~-~-~----·--_----_-··,·_----'--'--------.,. ... "' ~ ~ ~~=::::--=-=--=---=--·=====::::=--=~=~--==~~~=~~:::-=~-=~~--~--~--~-~---~-~-~f;;;;;;;~"!';;;:"?'~5~0~-===~::,tl~::·:····_::=·: .. -.. -=.:--_:_-~~~-~:~~~=·:---~Q=·r-····=•:·-=·:·~:-~::j~~~ I(\ C on UJ t-------------~----z --' f------------:,; I u 0::: co TAPER N/B STRIPING 50: 1 "' I') + N "' i (/) R2~ @ RELOCATE EXIST. SIGN REMOVE AND SALVAGE EXIST. SIGN. INSTALL TYPE "D 0 RPM 2" OFF MEDIAN AT 48' O.C. PER DETAIL 26 INSTALL PVMT. ARROW AS SHOWN RS N ST. LTG. - - 1 . . 38 9 22 nR·, l_) • ' ·----..----------'---.... Ti r·-·l ' 1)1'( ' INSTALL Sl'GN S, STRIPES, PAINTED PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS .. -. PER STATE OF CALIFORJ\'IA STANDARu · SPEC~ 2. ·., REVISION ·IFlCAT!ONS AND STAN DARPPLANS -DATED JANUARY; 1988, SEE ST ATE STD, PLAN NO A20-A, A20-B 6 A20-C FOR STRIPING DETAILS.· REMOVE/SAN DB L.,.'ST .ALL CQNFLICTING STRIPING WITHIN LIMITS OF WORK/' - ,_.,~---e-•· •~:.. , . ,~~ r .o . --<'· • ' ~ • ,,-~1;:., :,:_, . w c., z <( O'.'. 0 l..J._ 0 >-1--z ··· ::::, 0 0 z < _J a. (!> z -a. er I-(/) oil (!> z z (!> (/) ~-g ~ ~ a, \i:. (X) ,._ ' "' ' r() -~ a; 0 .g 0: .o .... o ··. w I-w Ci 1(1 "'z .zQ -,__ '!, "' ll'. I-i,.:.,.. (/) "' w I.L·'ct: o-"- vi z .,. \-... 2~ " I-~---.. ~~ "l ii:;:: I' -c:[ 't'"'· gg ::;;..,- w 0 > 0 + -ID a: st <C C I-(/) u, 0 I-. :::, 0 a. 0 + :i '<t C\I ' ,-~ ' <C . •,! <C / I- 0 rn Approvals Satisfactory To: ;r.-1'1-n_ • , • Plan __ No. / • >, m .! Ill Q in C 0 "iii •;· Q) a: e >, (/) co co .... IP' ,-.... -,- --, . ' Q) -Ill Q 1 .. -c:, .x .s:: 0 I ;i; "' .. C ~ Ill ... 0 __ GSA .41000-1790 . _, _,-' "'Sheet of 'j '·'•·-- - • . . i: .·-...... -:~~.,.;..,:-, 0 0 + u1 " w z _J to --"' -,,, .., - COUNTY OF ORA INSTALL R28 SIGNS AT 300' (APPROX.) INTERVALS TO MACARTHUR BLVD. TYPICAL. R2 ON ST. LTG. -to = 2·Rl0 £1 TY 01_ NEIIP.oiff BEACH I INSTALL R28 SIGNS AT 300' (APPROX.) INTERVALS TO BRISTOL ST. NO. TYPICAL. .. - 1·, '''-.) ~ -.....__ ___ j CJ; ., 9 D ~ 2·Rl0 45:l TAPE 49 ~,------R28 ~ ON ST. LTG: I I APPROX LDCATION OF FUTURE AIRPORT SIGN BY OTHERS l1 I i I I / ' ij i' i ! !1 ,! ' P H I I ,f d • I ! ,y 4 I I ' I I I 11 Ji ,._' t I * I ff J{ I I I r u I Ii: I I ,1 • I I I I 1 1 ii j Ji f i ,;.. ! I • p • I I fl f . I I ! 1 l - ""'2·R10 50 22 R ! \.' I ' i ' I ! I I • ! ' \ ! \ REMOVE I ~ --.. _ ,_,,,J.-•c•••=-• ••---•-- 9 0 INSTALL 4" WHITE LANE LINE WITH 50' SOLID END SECTIONS PER DETAIL 9. @ INSTALL 4" DOUBLE '(ELLOW / .3" BLACK CENTER PER DETAIL 22. @ INS.TALL 4" DOUBLE YELLOW / 3" BLACK CENTER PER DETAIL 29. @ INSTALL 8" WHITE BARRIER LINE PER DETAIL .38. Ct:· z..·····r~ 'Z (J LEGEND @ INSTALL 4" WHITE EDGE STRIPE @ INSTALL 4' • 4" WHITE AT 10' O.C. I ! 0 INSTALL 12" SOLID WHITE CROSSWALK OR LIMIT LINE 0 INSTALL TYPE "[)" RPM 4" OFF MEDIAN AT 24' 0.C. ! J ' / I I f ! j / j I I ! ! I I I ! l I I I I I I j / . i / i I i I / I I J I @RELOCATE EXIST. SIGN @ REMOVE AND SALVAGE EXIST. SIGN. 0 INSTALL SIGN -WITH POST UNLESS OTHERWISE NOTED. <t., INSTALL PVMT. ARROW AS SHOWN MAINTAIN EXIST. STRIPING --- 2·R 53 -·--·--· --·;··----. • __ -___ ·_···-__ • __ ··'J •.•... ------------ =---~ -~--V --~-~---~-~--t-- "' . ,._ u + • -"' "' z ·a ~"' "' a, -----~------~ 1. 2. --------·-,. AIRf'ORT PKG. INWO. SIGNS NOTES 38 INSTALL SIGNS, STRIPES, PAINTED PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER STATE OF CALIFORNIA STANDARD SPEC- IFICATIONS AND STANDARD PLANS DATED JANUARY, 1988. SEE STATE STD. PLAN NO. A20-A, A20-B 1k A20-C FOR STRIPING DETAILS. REMOVE/SANDBLAST ALL CONFLICTING STRIPING WITHIN LIMITS OF WORK. 9 I I I I l ! / AT TIME OF SIGNAL TURN ON ,,....,., _'" :;·~, •. ~ "='S,.___ "'~, " ; '."'-·~-~-----~ "~rs' Ii') AtRPORT PK.G. INFO. SIGNS ,:; ...J -I-z :::> 0 0 -~ "' (. N I .. w > z -"' s a: ~ 0.. .., "' 0 .., ~ « 0. ,_ ii: en "' ,_ 0 "' ,_ .., :::::, 0 "' 0 z a. • "' z .. "' :E « ;;; t; <C 0 Approvals • >, m QI -m Q a:) a:) ..,_ ll) .... .... .... ... <() ~ .. '0 .ll: .c 0 ~ ~ ~-~ .. C :C m .. Q .. C Cl ·; Q PE Chief~ Satisfactory To: :z-1:t-t'l Plan No. GSA 41000-1790 Sheet 0-41 of 98 ..J <( 1---' 1---' -~ OJ ::> (I) ..J < z --~~ Ll.. C\l 0 0 0 . t,.. 10 • 10 .C\l SEE SHEET C-4I FOR CAMPUS DR. STRIPING i \ -------\ \ ' ' I \ \1 \ ' \ \ I \ ' ' RIB!RTl INSTALL NEW SIGNS. POST M - M - 38 ' 23 9 RS PA --I -- LE GEND 0 INSTALL 4" WHITE LANE LINE WITH 50' SOLID ENO SECTIONS PER DETAIL 9. INSTALL 8" WHITE BARRIER LINE PER DETAIL 38. @ ~EMOVE/SANDBLAST EXIST. STRIPING & PVMT. MARKINGS ,., f--• .J / ~-) I. SCALE: 1"= 40' (§) RELOCATE EXIST. SIGN § REMOVE AND SALVAGE EXIST. SIGN. @ INSTALL PVMT. ARROW AS SHOWN z 1. 2. .. ' NOTES INSTALL PAINTED STRIPES, PAINTED PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER STATE OF CALIFORNIA STANDARD SPEC•--' !FICA TIONS AND STANDARD PLANS DATED JANUARY, 1988. SEE STATE STD. PLAN NO. A20-A, • A20-B & A20-C FOR STRIPING DETAILS. REMOVE/SANDBLAST ALL CONFLICTING STRIPING WITHIN LIMITS OF WORK. w C) z <( n::: 0 u... 0 ~ z :::, 0 0 z <( ..J 0. ~ z . 0. a: l'-C/) • 'O!S C, ~ z C, U) cc C U) ::> 0. ~ ·-<C " u 0 -w_ Approvals Chief SaUsfactory To: ~-~fff-":11 ' -Sheet • :r ··8] @) LEGEND INSTALL SIGN AS NOTED DELINEA TOR -SPACED AT 50' UNLESS OTHERWISE NOTED BARRICADE -TYPE II OR TYPE Ill TYPE; K RAIL FLASHING ARROW SIGN WORK AREA INSTALL TEMP STRIPING PER STATE STD. PLAN NO . A20-A, A20-B" S. A20"C . SAND BARREL ATTENTUATOR SYSTEM • z j_ "' ~ ' u r ;---,-SE'.E CAL TRANS PLANS FOR . BRIDGE CONSTRUCTION en 1------ • TRAFFIC CONTROL lSHEET 22 OF 25 l • :MAlNTAIN EXIST. STRIPING Cl3 'I t-71- I • • • •. ", ~,~•-''."~.v -·'"'::-· ----,.:--., .. " • ' J:~ 1' --~ ,-,, . IRVIN E AVE. V \~ V I-· 'LU __ \ _JL ~ V _,:J v-~ •I .. V R26 R26 --···-f-_ _'L P2.6 ,.,,_'((.'"'· i ' •, SEE CALTRANS PLANS FOR BRISTOL ST. SO. --,--~-~...,___._ TRAFFIC CON TROL !SHEET 21 OF 25) WORK AREA __jl_ 1-- R 2. 6 B.S. --· ~ .. .\•" -,,. ·.(,"~ ,,, , ~ Ul ' ' ., SEE CALTRANS.PLANS • FOR BRIDGE CONS~RUCTION TRAFFIC CONTROL. (SHEET 22 OF 25) MAINTAIN EXIST. STRIPING 0 0 + N NOTES __J 0 ~- • 1. . ALL TRAFFIC CONTROL MEASURES, CONSTRUCTION SIGNS, DELINEATION, ETC., AND THE IR USE DURING THE CONSTRUCTION PHASE OF THIS PROJECT SHALL CONFORM TO THE PROVISIONS SET FORTH IN CAL TRAN'S "MANUAL OF TRAFFIC CONTROLS" MOST RECENT EDITION. 2. AT ALL APPROACHES TO CONSTRUCTION AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE THE TRAFFIC DETOUR WI LL BE IN .EXISTENCE DURING NIGHT HOUR S, DELINEATORS AND BARRICADES MUST BE EQUIPPED WITH LIGHTING DEVICES. 3. THE LOCA TION OF ALL SIGNS SHOWN ARE ONLY APPROXIMATE AND THE EXACT -LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN CONJUNCTION WITH THE CONTRACTOR. 4. NO TRAVEL LANE SHALL BE LESS THAN TEN FEET (10'). ,5. TRANSITION AND TAPERS SH ALL BE A MINIMUM OF 50: 1. -··-· ~---=~--=\->.c =~--~-""-~-----O·=-~--- CLOSE LANE PER CALTRANS STD. PLAN MODIFIED T-11 FOR CONSTRUCTI ON , Campus Drive-Widening -ON N/W CORNER ', ., •• ' >. ·o. :· e:t _,,...,....;:..;,:.. ___ ",. ¥~~ Partofthe : I : '. . Airport Improvement Proj~:t .• .· .. • .• l ' 6. EXIS TING TRAFFIC SIGNALS SHALL OPERATE WITHOU T INTERRUPTION AT ALL TIMES. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE TO HAVE SIGNAL PHASES PLACED ON RECALL AT LOCA TIONS WHERE DETECTORS. WILL BE DAMAGED DUE TO CONSTRUCTION WORK. AUTHORI ZA TION TO PLA CE SIGNALS ON FLASHING OPERATION SHALL BE ONLY AT THE DIRECTION OF THE ENGIN EER OR' POLICE DEPARTMEN T. 7. VEHICULAR ACCESS TO DRIVEWAYS SHALL BE MAINTAINED EXCE PT WHE N CONSTRUC TION PRECLUDES SUCH ACCESS FOR REASONABLE PERIODS OF TIME. IF CONS TRUCTION RESTRICTS VEHICU LAR· ACCESS TO PR IVATE PROPERTY, AFFECTED Fads a BUS INESSES SHALL BE NOTIFIED (AT LEAST 48 HOURS IN ADVANCE) AS TO THE TIME, DATE AND DURATION OF SUCH RESTRICTIONS. 8. IN AREAS WHERE TRAFFIC CONTROL NECESSITATES OR AT THE REQUEST OF THE ENGINEER, THE CONTRACTOR SHALL PROVIDE POST AND MAINTAIN "NO PARKING" SIGNS AS DIRECTED BY THE ENGINEER CONTRACTOR SHALL NOTIFY AFFECTED RESIDEN TS AND BUSINESSES AT LEAST 48 HOURS PRIOR TO POSTING SIGNS. I Ul 0:::: (D FUEL TRUCK ACCESS SHALL BE MAINTAINED AT ALL -~ TIMES. PHASE CONSTRUCTION AS NECESSARY. \~AIRPORT TWO WB TRAVEL LANES REO'D BETWEEN 7 -'9AM S. 3-7 PM WEEKDAYS. #2 WB LANE· MA X· BE CLOSED--~ AT OTHER TIMES WHEN REQUIRED BY CONSTRUCTION 4' >( 4 1 )( l/811 PLEX MOUNT ON 4' X: 4' X 3;4'' PLYWOOD W/2-4x4' WOOD POST 21 • Q 38A REMOVE EXIST. STRIPING INSTALL TEMP. STRIPING-~ STA . 14 + 50 TO 24+00. • WAY ~-POST C27 SIGNS AT .. 200' INTERVALS WHEN TRAVEL LANE ADJACENT TO CONSTRUCTION ZONE -TYPICAL ///// • • • • 31 I ' ' _j I -<( =:, a -· I ~- . -/ ~ sroP I oN s'r. re. '·· • (.L R1 · • '! ! I I I I w z --' -' LL 0 )-,- I-'-. z 3 0 0 PE ' ~> :t, Approvals · • Satisfactory To: ·•· • . . • . ;?-!"t-fft of , 98 . ,,·,•";-_.,·\ ,._,,., __ ,. " ,:';' . ...i:':::·,:, ::i :l:;;;{f_1:,_ lf ,·:s:;; r--:, {',•, • ... ' ·,.,.-, .. ,j f • . . ' ·, • " ;(' ·O 0 + st ('J w z ...J .., • ][ m IZ'.Z3 @ POST C27 SIGNS AT 200' INTERVALS WHEN TRAVEL LANE ADJACENT TO - CONSTRUCTION ZONE -TYPICAL ' ., TWO WB TRAVEL LANES REQ'D BETWEEN 7 ·9AM a 3·7 PM WEEKDAYS. #2 WB LANE MAY B.E CLOSED -~~- AT OTHER TIMES WHEN REQUIRED BY CONSTRUCTION / / / / / /. / / / / / / / / ·/ / / / / / / / / / / / / / / ./ / ./ / / / / > / / / // / / 7( ?"···/-/ r // 7'--7'-7 7 r /-/ -/ · /· 7( 7' / /--/ ·-;r/ ·/-/ / / -/ r -/ / / /-· / / / 7' /-7' / ··/ 7' / 7' • s,••--•••••"•-•••"•••--.o-o,-•·•·• ,, •• 5 0 LEGEND IN STALL SIGN AS NOTED DELINEATOR -SPACED AT 50' UNLESS OTHERWISE NOTED BARRICADE -TYPE II OR TYPE TYPE K RAIL FLASHING ARROW SIGN WORK AREA INSTALL TEMP STRIPING PER STATE STD. PLAN NO. A20-A, A'20-B a A20·C i Ill • • If 31 ACCESS . TO FIRE STATION TO 8£ MAINTAiNED AT ALL TIMES PHASE CONSTRUCTION AS NECESSARY . • -······.ro--.• 'REMOVE EXIST. STRIPING INSTALL TEMP. STRIPING STA. 24+00 TO 45+00 • • ,. ... T., - L_ • • • • -----------~---•r·1 ---------..... -· ~ --· V NOTES 1. ALL TRAFFIC CONTROL MEASURES, CONSTRUCTION SIGNS, DEL'INEATION, ETC, AND THEIR LiSE DUR ING THE CONSTRUCTION PHASE OF THIS P.ROJECT SHALL CONFORM TO THE PROVISIONS SET FORTH IN CALTRAN'S "MANUAL OF TRAFFIC CONTROLS" MOST RECENT EDITION. 2. AT ALL APPROACHES TO CONSTRUCTION AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE THE TRAFFIC DETOUR WILL BE IN EXISTENCE DURING NIGHT HOURS, DELINEATORS AND BARRICADES MUST BE EQUIPPED WITH LIGHTING DEVICES. 3. THE LOCATION ·OF ALL SIGNS SHOWN ARE ONLY APPROXIMATE AND THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN CONJUNCTION WITH THE CONTRACTOR. 4. NO TRAVEL LANE SHALL BE LESS THAN TEN FEET (10'). 5. TRANSITION AND TAPERS SHALL BE A MINIMUM OF 50: 1. 6. EXISTrNG TRAFFIC SIGNALS SHALL OPERATE WITHOUT INTERRUPTION AT A.LL TIMES. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE TO H-AVE SIGNAL PHASES PLACED ON RECALL AT LOCATIONS WHERE DETECTORS WILL BE DAMAGED DUE TO CONSTRUCTION WORK. AUTHORIZATION TO PLACE SIGNALS ON FLA SHING. OPERATION SHALL BE ON.LY AT THE DIRECTION OF THE ENGINEER OR POLICE DEPARTMENT. 7. VEHICULAR ACCESS TO DRIVEWAYS SHALL BE MAINTAINED. EXCEPT WHEN CONSTRUCTION PRECLUDES SUCH ACCESS FOR REASONABLE PERIODS (JF TIME. IF CONSTRUCTION RESTRICTS VEHICULAR ACCESS TO PRIVATE PROPERTY, AFFECTED FBO'S a BUSINESSES SHALL BE NOTIFIED (AT LEAST 48 HOURS IN ADVANCE) AS TO THE. TIME, DATE AND DURATION OF SUCH RESTRICTIONS. 8. IN AREAS WHERE TRAFFIC CONTROL NECESSITATES OR AT THE REQUEST OF THE ENGINEER, THE CONTRACTOR SHALL PROVIDE POST AND MAINTAIN "NO PARKING" SIGNS AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL NOTIFY AFFECTED RESIDENTS AND BUSINESSES AT LEAST 48 HOURS PRIOR TO POSTING SIGNS. • • 31. TWO WB TRAVEL LANES REQ'D BETWEEN 7·9AM .8 POST C27 SIGNS AT 200' INTERVALS WHEN TRAVEL LANE ADJACENT TO CONSTRUCTION .ZONE -TYPICAL 3-7 PM WEEKDAYS. #2 WB LANE MAY BE CLOSED ~--~ AT OTHER TIMES WHEN REQUIRED BY CONSTRUCTION DR / ./ / / / _/ / / / / / / / / / / / / / / / ./ / / / / / / / / / / / / / / / / / 1/ / / / / / / / / / / ./ / / / / ./ / / / / / •. ·/ ./ / /) / / .•·; ~ =-~-/-· ••••• _.-./-_/_._· /_-_/_·--_/_·--~-6-1/_/_ •••• _/_.-:=---·I \::..~::/_:/--./ -/ /--/-/--/--=/ / /--/ ./.-/2/~--=-=·· /-/_7!//--/-~-/~'12i/~·•·=·•= /-/--,/ //---_/-/ / •••• /}!V / .... //./'./.---/ / /_, .. /-,,L ... /. 1/---/;,{··•· + • • • • l<...,C..,..,_L-' • .. "' - I u 1--<( ·······----'-'-----~"=°---------------...... ~-V '/ 38 ===----- 8 i! I i I! ~ i / R2( 45) ON t. ••••• · ST. UG. POLE l_j__; >> [~ • • • i't ' • 38A 2t • • • • • '"' 1 ---V L~'-~~Jt ............. -.. • -!/ ·--·"'-·------ s 31 • • ,r ·--···-·-----i i i:,·-· .......... ~ ~·· ----r-·J REMOVE EXIST. STRIPING INSTALL TEMP. STRIPING STA.24+00T045+00 • • • • • ' _ .. -. '' ' .• ..... ;,.,'.:-.. ;,. __ ~•-":·,·· w z ::; 8 • + "' st w (.'.) z · <( 0::: •• 0 LL 0 >-1-, z ::::, 0 u z < ..J 0. ..J 0 a: f--z 0 w z 0 (.) OLLI . ' i t!) 'ii;I!_·•.· •. ~--' (.) ,.,.. u. II) u. < a: f-- w o · > 0 -ii) a: ""' < C f--CJ) u, 0 . f-- ::)' 0 a.. o : + ~ '<t C\I <C < f-- 0 fl) Approvals . PE Satisfactory To: .. .s-19:-1?"1 •·. . P1an No. ;'GSA 4 t000-179d.' _,_ ,' ,cs,, . ' ''. '· . ' ' 98 . . l/ .,_<S • LEGEND INSTALL SiGN AS NOTED 'DELINEA TOR -SPACED AT so· UNLESS OTHERWISE NOTED. ]: BARRICADt: -TYPE II OR TYPE Ill WORK AREA INSTALL TEMP. STRIPING PER STATE STD. PLAN NO. A20·A, A20-B 6 A20·C TWO WB TRAVEL LANES RE Q'D BETWEEN 7-9AM a 3-7PMWEE!<DAYS. #2 WB LANE MAY BE CLOSED AT OTHER 'TIMES WHEN REQUIRED BY CONSTRUCTION 1. 2. 3. POST C27 SIGNS AT 200' INTERVALS WHEN TRAVEL LANE ADJACrNT TO CONSTRUCTION ZONE -TYPICAL SAND.BLAST EXIST. STRIPING ALL TRAFFIC CONTROL MEASURES, CONSTRUCTION SIGNS, DELINEATION, ETC, AND THEIR USE DURING THE CONSTRUCTION PHASE', OF THIS PROJECT SHALL CONFORM TO THE PRO VISIONS SET FORTH IN CAL TRAN'S "MANUAL OF TRAFFIC CONTROLS" MOST RECENT EDITION. AT ALL APPROACHES TO CONSTRUCTION AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE THE TRAFFIC DETOUR WILL BE IN EXISTEN CE DURING NIGHT HOURS, DELINEATORS AND BARRICADES MUST BE EQUIPPED WITH LIGHTING DEVICES. THE LOCATION OF ALL SIGNS SHOWN ARE ONLY APPROXIMATE AND EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN CONJUNCTION WITH THE CON TRACTOR. THE 4. NO TRAVEL L A.NE SHALL BE LESS THAN TEN FEET (10'). 5. TRANSITION AND TAPERS SHALL BE A MINIMUM OF 50: 1. • Campus Drive Widening Part of the Airport Improvement Project SEE SHT. C-43 FOR SIGN POST INFO. ---• or~. AIRPOR T PKG. irJFO. SIGNS NOTES 6. 7, EXISTING TRAFFIC SIGNALS SHALL OPERATE WITHOUT INTERRUPTION AT ALL TIMES . PR IOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE TO HAVE SIGNAL PHASES PLACED ON RECALL AT LOCATIONS WHERE DETECTORS WILL BE DAMAGED DUE TO CONSTRUCTION WORK. AUTHORIZATION TO PLACE SIGNALS ON FLASHING OPERATION SHALL BE ONLY ,0.T THE DIRECTION OF THE ENGINEER OR POLICE DEPARTMENT. VEHICU LAR ACCESS TO DRIVEWAYS SHALL BE MAINTAINED EXCEPT WHEN CONSTRUCTION PRECLUDES SUCH ACCESS FOR REASONABLE PERIODS OF TIME. IF CONSTRUCTION RESTRICTS VEHICULAR ACCESS TO PRIVATE PROPERTY, AFFECTED FSO'S 6 BUSINESSES NOTIFIED (AT LEAST 48 HOURS IN ADVANCE) AS TO THE TIME, DATE AND DURATI ON OF SUCH RESTR ICTIONS. • SHALL BE 8. IN AREAS WHERE TRAFFIC CONTROL NECESSITATES OR AT THE 0 "' + "' "' C ;3 2 CJ'> kl REQUEST OF THE ENGINEER. THE CONTRACTOR SHALL PROVIDE POST AND MAINTAIN "NO PARKING" SIGNS AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL NOTIFY AFFECTED RESIDENTS AND BUSINESSES AT LEAST 48 HOURS PRIOR TO POSTING. SIGNS. 21 TWO WB TRAVEL LANES REQ'D BETWEEN 7~9AM 6 3-7PM WEEK['AYS. #2 WB LANE MAY BE CLOSED AT OTHER TIMES WHEN REQUIRED BY CONSTRUCTION SA . INSTALL TEMP, STRIPING SANDBLAST/ EMO\IE . CONFLICTING STRIPING. I I AIRPORT ACCESS CLOSED USE MACARTHUR BLVD: INSTALL SIGN WHEN ACCESS TO AIRPORT IS CLOSED TO • E./ B TRAFFIC . I BLACK ON ORANGE) I I I ! I I ft I I I I AIRPORT ACCESS TO BE M_AINTAINED EXCtPT FOR SHORT PERIODS DURING THE HOURS OF 9AM TO. 3 PM REQUIRED FOR CONSTRUCTION . ,-· f. w (_'.) z <( 0::: 0 LL 0 >-1-z ::J 0 0 z c( ..J C1' ..J 0 a: ' I-z 0 u u LL LL c( a: ' I- PE w > -lu a: .z C o: V, ·w C) ::> <{ 0. I-' ~-... :E · <C 0 . Approval, Satisfactory To: ;,l"""!i/-~9- '' :.; ' '.>·,:>:-~, .. :" ; UI 5 ui .•,; Cl) -a:. CX) CX) . _.....,.' IO .... ..... .... ,.. . ·' • Plan No. ,, · :,GSA:41000'.'"17;90. Sheet .• <t-:-45 ..J <I: i:.-_ •. ~··· co . ~-· .cp·,· .. ( !,·, ·.,, ,:_~< >C' '.•' ,\ i REMOVE EX. WB STRIPING. fNSTA.LL'TEMP. \VB . STRIPES 8 --1 :n: • z "'~~.._, .. -=~==~==2:::::=L__, 0 0 -.-+. .. ......... . - • -~ -~--1-~-~L,.c.-~----~--==+---- -f MAINTAIN EB STRIPING __j .,. 0 r (/) 0:::: rn 8 IR VI NE 21 ·AVE . REMOVE EX. WB STRIPING. INSTALL TEMP. WB STRIPES RE LOCATED BUS SHELTER 1 ,,, ·~ , (/). ,. ~ I I I \ -, -·-~~-'-----'-----------~=~--~~___:_~--=s=----= =---==---=~----=~--~==== ===~-~b;;;~~--·~·-··-----J--·· _· -------~-1-l I -- \ 0 iO + Nz . <t 2i rW (/) a:, LEGEND INSTALL SIGN AS NOTED DELINEATOR -SPACED AT 50' UNLESS OTHERWISE NOTED BARRICADE -TYPE II OR TYPE Ill TYPE K RAIL -l'~MP .• FLASHING ARROW SIGN WORK AREA INSTALL TEMP STRIPING PER STATE STO. PLAN ·No. A20-A, A20-8.8' .A20-C 14 I --t- •• RELOCATE SIGNS --. 8 ...... I R2.6 F:25 8.S. MAINTAIN EB STR IPING NOTES _J 0 f-- 1. 2. 3. 4. 5. ALL TRAFFIC CON TROL MEASURES, CONSTRUCTION SIGNS, OELINEATION, ETC., AND THEIR USE DURI NG THE CONSTRUCTION PHASE OF THIS PROJECT SHALL CONFORM TO THE PROVISIONS SET FORTH IN CAL TRAN'S "MANUAL OF TRAFFIC CONTROLS" MOST RECENT EDITION. AT ALL APPROACHES TO CONSTRU CTION AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE THE TRAFFIC DETOUR WILL BE IN EXISTENCE DURING NIGHT HOURS, DELINEA TORS AND BARR ICADES MUST BE EQUIPPED WITH LIGHTING DEVI CES. THE LOCATION OF ALL SIGNS SHOWN ARE ONl'.Y APPROXIMATE AND THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN CONJUNCTION WITH THE CONTRACTOR. NO TRAVEL LANE SHALL BE LESS THAN TEN FEET ·(1 O'). TRANSITION AND TAPERS SHALL BE A MINIMUM OF 50: 1. INSTALL RT. TURN LANES AND LANE LINE ONLY ONLY CAMPlJS DR. R 61(S) ····-~=--• • • • • • Campus Drive Wi~,nlng ·· . Part df ~he . Airport Improvement Project 6. 7. 8. EX ISTING TRAFFIC SIGNALS SHALL OPERATE WITHOUT INTERRUPTION AT ALL TIMES. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE TO f+AVE SIGNAL PHASES' PLACED ON RECALL AT LOCA TI ONS WHERE DETECTORS . WILL BE DAMAGED DUE TO CONSTRUCTION WORK. AUTHORIZAIION TO PLACE SIGNALS ON FLASHING OPERATION SHALL BE .ONLY AT THE DIRECTION OF THE ENGINEER OR POLICE DEPARTMENT. VEH ICULAR ACCESS TO DRIVEWAYS SHALL BE MAINTAINED EXCEPT .. WHEN CONSTRUCTION PRECLUDES SUCH ACCESS FOR REASONABLE PERIODS OF TIME . IF CONSTRUCTION RESTRICTS VEHICULAR • . ACCESS TO PRIVATE PROPERTY, AFFECTED FBo'S 6 BUSINESSC:S SHALL BE NOTIFIED (AT LEAST 48 HOURS IN ADVANCE) AS TO THE TIME, DATE AND DURATION OF SUCH . RESTRICTIONS. IN AREAS WHERE TR AFFIC CONTROL NECESSITATES OR AT THE REQUEST OF THE ENGINEER, THE CONTRACTOR SHALL PROVIDE POST AND MAINTAIN ".NO PARKING" SIGNS AS DIRECTED BY THE ENGINEER. CONTRACTOR S ALL NOTI~ t .lF~9,?fCt;;tESIDENTS AND BUSI.NESSES AT LEAST 48 1-'0UR PRIOR ~~1 f\~ 0 R T . 0:::: rn WAY INSTALL TEMP. ~-WB STRJPES \ • ,-,. ---------+--------.; N ---~ y / / ~ / /"·7 7 r7 ?Ji 7··7·7 --r / • MA INTAIN TEMP EB STRIPE -__,, TWO TRAVEL LANES EACH DIRECTION REQUIRED BETWEEN 7-9 AM AND 3 TO 7 Pt,\ WEEKOAY.S • • • LEFT TURN ACCESS FOR . FUEL TRUCKS SHALL BE MAINTAINED AT ALL TIME :;; POST TURN RESTRICTION SIGNS- WHEN CONSTRUCTI ON WITHIN INTERSECTI ON IMPACTS LEFT TURN ACCESS. • ~- ,~----- • f-- (J) _J -<( :=) 0 • 1/ / 0 0 + N UJ z :::; MAINTAIN . EB STRIPING R / -. r / -R2(:f5[T :STOP ( ON ,;,. .G Rl n ~ V, 'T i . •,:-,; •/_,_ ,-l_ ,. -. ' .. 0 0 + st N w z w ,. " \.....J'' J' z .. <( n:: 0 LL 0 >-1-z :::) 0 0 Approvals' Satisfactory to: • ,3-!'t:3:'l '' QI -Ill 0 .. C a, ·-.., QI 0 . ·• .. • Plan'No .... \,;,<as~ 4't~oo.-11 go Sheet ·. · ·· C""· 46 • \!':\' ' ./; ... i :. ,, : :r ~ ·I-'--- <( ::. ·1--------------------·•···•-,•-···· LEGEND -I INSTALL SIGN AS NOTED • DELINEA.TOR -SPACED AT 50' UNLESS OTHERWISE NOTED ][ BARRICADE -TYPE II OR TYPE Ill ~ [lll @ TYPE K RAIL FLASHING ARROW SIGN WORK AREA INSTALL TEMP. STHIPlNG PER STATE STD,. PLAN NO .. A20-A, A20-B 8 A20-C "' ..... ,. .. ~ .. r·--- ' • R,;, VIStfLJ -?.&/NC</7 LING ffi POST TURN RESTRICTION SIGNS WHEN CONSTRUCTION WITHIN INTERSECTION IMPACTS LEFT TURN ACCESS. _J C13 1· I I : I . 8 MAINTAIN TEMP. E/8 LANE LINE INSTALL TEMP. WB LANE LINE NOTES 1. ALL TRAFFIC CONTROL MEASURES, CONSTRUCTION SIGNS, DELINEATION, ETC., AND THEIR USE DURING THE CONSTRUCTION PHASE OF TH IS PROJECT SHALL CONFORM TO THE PROVISIONS SET FORTH IN CAL TRAN'S "MANUAL OF TRAFFIC CONTROLS" MOST RECENT ED ITION. 2. AT ALL APPROACHES TO CONSTR UCTION AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE THE TRAF~IC DETOUR WILL BE IN EXISTENCE DURING NIGHT HOURS, DELINEA TORS AND BARRICADES MUST BE EQUIPPED WITH LIGHTING DEVICES .• 3. THE LOCATION OF ALL SIGNS SHOWN ARE ONLY APPROXIMATE AND THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE . ENGINEER IN CONJUNC TION WITH THE cmnRACTOR. 4. NO TRAVEL LANE SHALL BE LESS THAN TEN FEET (1 O'). 5. TRANSITION AND TAPERS SHALL BE A MIMIMUM OF 50: 1. ·r· ACC.ESS TO FIRE STATION SHALL BE MAINTAINED AT ALL TIMES ill fi?//&'k/1£/JTX'~QOl/i!!tfLJ Mic'. 70 57.Ri'.;G.2. ..• (/) L _l 6. EXISTING TRAFFIC SIGNALS SHALL OPERATE WITHOUT INTERRUPTION AT ALL TIMES. PRIOR TO TH .E START OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE TO HAVE SIGNAL PHASES PLACED ON RECALL AT LOCATIONS WHERE DETEC.TORS WILL BE DAMAGED DUE TO CONSTRUCTION WORK. AUTHORIZATION TO PLACE SIGNALS ON FLASHING OPERATION SHALL BE ONLY AT THE DIRECTION OF THE ENGINEER OR POLICE DEPARTMENT. 7. VEH ICULAR ACCESS TO DRIVEWAYS SHALL BE MAINTAINED EXCEPT WHEN CONSTRUCTION PRECLUDES SUCH ACCESS FOR REASONABLE PERIODS OF TIME. IF CONSTRUCTION RESTRICTS VEHICULAR ACCESS TO PRIVATE PROPERTY, AFFECTED FBO'S S. BUSINESSES SHALL BE NOTIFIED (AT LEAST 48 HOURS IN ADVANCE) AS TO THE TIME, DATE AND DURAT.ION OF SUCH RESTRICTIONS. 8 .• IN AREAS WHERE TRAFFIC CONTROL NECESSITATES OR AT THE REQUEST OF THE ENGINEER, THE CONTRACTOR SHALL PROVIDE POST AND MAINTAIN "NO PARKING" SIGNS AS DIREC TED BY THE ENGINEER. CONTRACTOR SHALL NOTIFY AFFECTED RESIDENTS AND BUSINESSES AT LEAST 48 HOURS PRIOR TO POSTING SIGNS. INSTALL TEMP. WB LANE LINE 42 43 ----------·-------~------------------·-··-·······-· ------·----···----• • -··-··."·-.· .. \l •• •••• ------~·i·----1,r \I . -----···'i.. ., .. , .. _ -------~---- MAINTAIN TEMP EB LANELINE • • T.:----,. ' TWO TRAVEL LANES EACH REQUIRED BETWEEN 7-9 3-7 PM WEEKDAYS. =-•TWO TRAVEL LANES EACH DIRECTION REQUIRED llETWEEN. 7-c 9 AM AND 3-7 PM WEEKDAYS • DIRECTION AM AND ::};.- Jl_f .. ,.,.. • • .............. ,, ... \i .. -,~. '-·-';:-,,....;,.,.:,·~ J..J ------. -·· z • _J . , w C) z <( O:'.: 0 LL 0 >--. : 1--. z · :;;)• ;'' 0 () Approvals PE Chief SaUsfactory To: . ' 'l, ~ to/:-e.·· •.•. i .. 98 -,m:-'.· ,_- ' "It) i -::: .. i 0 .. c : Cl •;. CD 0 ... •• :i! ::.:.rtI -·•.",!~ . ·.ti'. '.,.\ ·:. > , • .. '],, < ,· : /:;'" :-f- '. r '"; .. ' ',· :-:.: • I . • • . --__,,,--· ' \'' t) .,. ' -- .;, .. ·' . Campus Drive Widening 17--~';" . . '" '1.,\c;Ji))C'-~'i!J'J- Part of the • Airport Improvement Project ,,~ • • T_WO TRAVEL LANES EACH DIR.ECTION REQUIRED BETWEEN . 7-9 AM AND 3 TO 7 PM WEEKDAYS INSTALL TEMP. WB LANE LINE MAINTAIN TEMP. EB LANE LINE ~ 1. 2. 3. 4. 5. ALL TRAFF IC CONTROL MEASURES, CONSTRUCTION SIGNS, DELINEATION, ETC., AND THEIR USE DURING THE co:,STRUCTION PHASE OF THIS PROJECT SHALL CONFORM TO THE PROVISIONS SET FORTH IN CAL TRAN'S "MANUAL OF TRAFFIC CONTROLS" . MOST RECENT EDITION. AT ALL APPROACHES TO CONSTRUCTION AREAS WHERE AN OPEN . TRENCH EXISTS AND /OR WHERE THE TRAFFIC DETOUR WILL BE IN EXISTENCE DURING NIGHT HOURS, DELINEATORS AND BARRICADES MUS_T BE EQUIPPED WITH LIGHTING DEVICES. TH E LOCATI ON OF ALL SI.GNS SHOWN ARE ONLY APPROXIMATE AND EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY 11-iE ENGINEER IN CONJUNCTION. WITH THE CONTRACTOR. NO TRAVEL LANE SHALL BE LESS THAN TEN FEET (1 O'). TRANSITION AND TA PERS SHALL BE A MINIMUM OF 50: 1. THE ' ' i ' I I I I ! i I I I -1 • :n:: LEGEND INSTALL SIGN AS NOTED DELINEA TOR -SPACED AT so' UNLESS OTHERWISE NOTED BARRICADE -TYPE II OR TYPE Ill WORK AREA INSTALL TEMP. STR:PING PER STATE STD. PLAN NO. A20-A, A20-B S. A20-C TWO TRAVEL LANES EACH DIRECTION REQUIRED BETWEEN 7-9 AM ANO 3-7 PM WEEKDAYS A,RPORT PKG. INFO. SIGNS NOTES 6. 7. 8. EXISTING TRAFFIC SIGNALS SHALL OPERATE WITHOUT INTERRUPTION AT ALL TIMES. PRIOR TO' THE START OF CONSTRUCTION, TH E CONTRACTOR SHALL ARRANGE TO HAVE SIGNAL PHASES PLACE.. RECALL AT LOCATIONS WHERE DETECTORS WILL BE DAMAGED DUE TO CONSTRUCTION WORK. AUTHORIZATION TO PLACE SIGNALS ON FLASHING OPERATION SHALL BE ONLY AT THE DIRECTION OF THE ENGINEER OR POLICE DEPARTMENT. VEHICULAR ACCESS TO DRIVEWAYS .SHALL BE MAINTAINED EXCEPT WHEN CON STRUCTI ON PRECLUDES SUCH ACCE SS f'OR REASONABLE PERIODS OF TIME. IF CONSTRUCTION RESTRICTS VEHICULAR ACCESS TO PRIVATE PROPERTY, AFFECTED FBO'S S BUSINESSES SHALL BE NOTIFIED (AT LEAST 48 HOURS IN ADVANCE) AS TO THE TIME, DATE AND DURATION OF SUCH RESTRICTIONS. IN AREAS WHERE TRAFFIC CONTROL NECESSITATES OR AT THE REQUEST OF THE ENGINEER, THE CONTRACTOR SHALL PROVIDE POST AND MAINTAIN "NO PARKING" SIGNS AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL NOTIFY AFFECTED RESIDENTS AND BUSINESSES AT LEAST 48 HOURS Pl,IOR TO POSTING SlGNS. AIRPORT ACCESS CLOSED USE MACARTHUR BLVD (BLACK ON ORANGE) I __ NSTALL SIGN WHEN ACCESS TO AIRPORT · IS CLOSED TO E/ B TRAFFIC . ' ii K\ '\')\ Approvals,( Chie .·,9s ""·. . . . .! m 0 • LEGEND INSTACL SIGN AS NOTED DELINEATOR -SPACED AT 50' UNLESS OTHERWISE NOTED FLASHING ARROW SIGN \ \ \ \ \ \ \ ' ' \ ' ' ! ' \ \ I CJ )J POST C30 SIGNS AT 200' INTERVALS WHEN LANE CLOSED -TYPICAL POST C27 SIGNS AT 200' INTERVALS WHEN TRAVEL LANE ADJACENT TO CONSTRUCTION ZONE -TYPICAL / --,- P\ ,C) i \ 1. 2. 3. 4. SCALE: z NOTES ALL TRAFFIC CONTROL MEASURES, CONSTRUCTION SIGNS, DELINEATION, ETC .. AND THEIR USE DURING THE CONSTRUCTION PHASE OF THIS PROJECT SHALL CONFORM TO THE PROVISIONS SET FORTH IN CAL TRAN'S "MANUAL OF TRAFFIC CONTROLS" MOST RECENT EDITION. AT ALL APPROACHES TO CONSTRUCTION AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE THE TRAFFIC DETOUR WILL BE DURING NIGHT HOURS, DELINEATORS AND BARRICADES EQUIPPED WITH LIGHTING DEVICES. • IN EXISTENCE MUST BE . THE LOCATION OF ALL SIGNS SHOWN ARE .ONLY APPROXIMATE AND THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN CONJUNCTION WITH THE CONTRACTOR. NO TRAVEL LANE SHALL BE LESS THAN TEN FEET (10'). 5. TRANSITION AND TAPERS SHALL BE A MINIMUM OF 50: L 6. EXISTING TRAFFIC SIGNALS SHALL . OPERA TE WITHOUT INTIERRUPTION AT ALL TIMES. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE TO HAVE .SIGNAL PHASES PLACED ON RECALL AT LOCATIONS WHERE DETECTOBS WILL BE DAMAGED .DUE TO CONSTRUCTION WORK. AUTHORIZATION TO PLACE SIGNALS. ON FLASHING OPERATION SHALL BE ONLY AT.,THE DIRECTION OF THE ENGINEER OR POLICE DEPARTMENT. ·~·,, ,,, 1\' . -:/•:"'" ,,_;, i:·:::~~{1:f !(; . Approvals ·,satisfactory To: . . ' . . , ' . 1(_-i'l-.?f • 40 1-- I C) Cl:'.'. w > 0 OJ <( w w (f) 0 0 •11 0 1 0 ' i' .--..- • <( 1-- (f) w z ....J • I u 1-- <( 2 3 6 --1 -~-------4 ··-I ---1 --- I I I I z C) w OJ CX) 0) • 0) (.() + N • <( I--en I I I I I I I j CAMPUS DR . 13 EROSION yONJROL NOTES PROVIDE SANDBAG VELOCITY REDUCER PER O,C.E.M.A. STANDARD PLAN NO. 1328 PROVIDE DRAINAGE INLET PER DETAIL 12 ON SflEET C-51 DOUBLE_ ROW SANDBAG PROVIDE lEIIIP-ORAR¥ AeeESs R>'tlelP • PER e.e.E.lv1.A.: SfAIJO_,t.;~B PLMJ ue. ta2S. ()l . STAGE I CONSTRUCTION. V STAGE 2 CONSTRU CTION . I I X I 14 ff- \I ~i_ ---------.. --1----------. • --j __ --,---+,-l. r -~--~b _____ T-7 ---~-~ r I 1-- 0'.'.. 0 z I I I I I . I I I I . ! I I I I I I 1-I I l l I I I I X I f . ....J 0 1-- (f) Cl:'.'. m 15 I SCALE IN FEET 0 40 8 0 200.00 1 MAX . {TYP.) IRVINE AVE. 7 -----1 I 2 v- 8 --, X 1 _I X ) / / m--.,::~ II II ~ II~ II Ii ,, 11 I- II w w I' CC 1I~ I- ' i! (f) I l! 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DOUBLE ROW SANDBAG PROVIDE TEMPORARY ACCESS RAMP PER O.C.E.M.A. STANDARD PLAN NO. 1329 Q-1 STAGE 1 CONSTRUCTION ~ STA GE 2 CONSTRUCTION~-~-------------, 34 ---7 )7··-, -·· ·····--,,,,---36 CAMPUS DR . ·---. -·-·------------.. ---------.-----. -------· ___ ,____ w z -_J :r: 0 r-< 2 SCALE IN FEET 0 40 OPENING FLO;r.,. 80 + EROSION CONTROL PLAN (TYP.) ", DR.AINAGE INLET PROTECTION t ~ N.T.S. --____ c~:-'+------'-----'-------- . . . ' . . . . ... . . . . , . : . . . OPENING CURB r--FACE C&G ,_:·.,.:,.·. :_.· .. ::,, .. ... DETAIL N.T.S. . :· •. ' : •. . . .. . . ,. 12 SAND BAGS (DOUBLE ROW) 0 + I ! /' )( X X LJ I L_ 39 ro . <( t,-: (J) w z ~ ..J I u ._ <( ~ C\J 1{) ' u 0 z r-= :r: Cf) w w Cf) • ~---··· ··---·----· -----· --····--------. ··-··· ----·--·-•• -.... ·(/') F.S. J 1' (MIN.) J ··rA /1/0... ;m;; •• ROUGH GRADE SAND BAGS (DOUBLE ROW) ·.• . . .• C.B . LEAVE OPENING r-=FOR WAT~RWAY . . )( SECTION . N. t.S. F.S. ROADWA Y '---ROUGH GRADE w z _J . I: (.) 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I. !' / I ---------• 1--"' ~· I I . I / / (1) 1..,,.,,r, ..•. ' I I / / t/) (") J> ~.~ --~ • t ~\ ~ o_ MATCHLINE • X )< g, <D (X) G> CJ) l> ,, m . ROJ. No.2831-420-9.62 COUNTY OF ORANGE 0 . I 0 ~, -. ~; N ~ _,, ·o-o~ Oz ,p -,J_ ID. ;O --"F0ii0~26&:~·(AE-,.:(3;~~s·,::tt? • '··. . .• •·:,·-· ... ·. ', '.,,. ::• ·-::_'.:'\•<.<,::, • I -:;;::,- I · I >I . CAMPUS DRIVE WIOENJNG • , 1: 1 EROSION CO.NTROL PLANS . '3 .. i l CAMPUS DRIVE .$TA. 41+05).00 TO M,ACARTHUR e ~· · STA -264:0 0:00 . •• :m -· Df$igg.:t;; .. R.. . , Drawn: J , H. . .. •. Chkd:M, M, .. Qate;ll:-1$•88 .•• Sym: : Revisioo,s Date By , . .. . . .• _ . -··· --, . . . . .. .• . .. . . . . --" - '' . .,. ::.•·· ·~ $.!S'iiqcJ02,f 1 NAL},~iJe~'rtTAL • l 10'---0" "MAX, I~ • O.D. GALV. PIP£ CORNER/END POST -3.50"0.0. ~:;~r-l'~ GALV. PIPE ~;•. INTERMEDIATE POST-2.375"0.D. f:j::J TRuss fioos -3/8" o~~~~Z~!r.[~~ FABRIC -2"MESH~ N0.9 GA. -ATTACH TO FENCE ELE~'}'.JON TYPICAL@ FRAME @ 14"0.C. • BARBE.o WlfiE . --3 STRANDS ___j: . #6 GROUH.O CABLE I " • I:) I 4. -~ I.JI---PO~TS (GALV.) LINE ~ 2:375 *o. 0. CORNER.:.... 3,,50• 0 .0. FABR(C (GALV. ) 2 _" MESH, NO. 9 GA. - ATTACH TO FRAME @14"0.C. . -tlc7 GA. TENSION WIRE FENCE SECTION® N.T.S. DRIVE'5/8" DIA. GALV. STEEL-- RODS TO 2'-011 MIN'. BELOW FIN. GRADE l)IA. 6" O.C . (TYP. ACROSS ENTIRE WIDTH OF . PERMANENT DEPRESSIONS IN FIN. GRADE) CONNECT 5/8" ,DJA. ROD TO BRACE RAIL WIT!I CONNECTOR TYPE C.G. AS MANUFACTURED BY O.Z. ELECTRIC MFG. CO. OR EQUAL .. 4" Ml,V.(iYP) BRACE RAIL TOP OF 518" tJIA. RtJOS. £ BRACE RAil /(J"{TYP.) DETAIL AT DRAINAGE .DITCH, S·WALES, ETC._ N.T.S. ftAT, EXTRA fLEXIBLe TINNED cop PER 6RAID FASTf:NED ro LINE POST POST GROUND ® CONNECTOR N.r.s·. 3 - ·FEDERAL · AVIATION ADMINISrRATION ,- SECURITY _. FENCE . GENE.RA.Lt .~OtIES . - . THE HEIGHT OF FENCE SHALL :BE g• :...o." MEASURED "FRO~~ FINJSHED GRADE 'ro THE TOP STRAliD OF BARBED WIRE, AND FABRIC HEIGHT .SHALL BE 96" "UNLESS OTHERWISE NOTED IN THE SPECS. THE FENCE' SHALL BE ;LOCATED AS SHOWN ON THE PLOT PLAN. THE LOCATION SHALL BE SUCH THAT THE EXTENSION ARMS D.0 NOT OVERHANG THE PROPERTY LINE. SIZE AND LOCATION OF GATES SHALL BE AS SHOWN ON THE PLOT PLAN. SPECIFICATIONS: FENCE DET.11ILS SHALL BE MANU-FACTORER'S STANDARD, M_EETING THE REQUIREMENTS OF THIS DRAWING, TECHNICAL SPECIFICATIONS AND PROJECT DRAWINGS. • • • . MATERIAL : ALL MATERIAL SHALL BE IN ACCORDANCE . WTTlf THE . SPECS . ALL FERROUS METAL SHALL BE HOT DIPPED GALVAN_IZED. . _ BARBEDWIRE EXTENSION .ARMS SHALL BE PROVIDED AT ALL POSTS UNLESS OTHERWISE SHOWN. THE ARM SHALL EXTEND AT AN ANGLE OF 45° AND SHALL .BE FITTED WITH CLIPS OR OTHER SUIT.ABLE MEA'NS OF ATTACHING THREE LINES OF BARBED WIRE,. WITH THE TOP WIRE.LOCATED APPROXIMATELY 12 INCHES HORIZONTALLY FRO.M THE CENTERLINE OF FENCE POSTS AND THE OTH_ER WIRES UNIFORMLY SPACED BETWEEN THE TOP OF THE FENCE FABRIC AND THE OUTSIDE BARBED WIRE. .. . . ·· CONCRETE FOR POST FOUNDATIONS S!JALL HAVE A MINtMUM 28 DAY ~TRENGTH or 2500 PSI WITH .A 3."·MAXIMUM SLUMP AND A 3/4" MAXIMUM .AGGREGATE SIZE. THE CONCRETE SHALL BE CURED FOR .AT LEAST 3 DAYS BEFORE INSTALLING AN'< FABRIC OR WIRE ; • • • ERECTION: ERECTION SHALL BE IN ACCORDANCE WITH· PROJECT PLANS AND SPECS. POSTS: LINE 1:QSTS IN ANY ONE SECTION OF FENCE SHALL BE _UNIFORt.fLY SPACED (A SEC'I'ION OF FENCE BEING ONE RUN BE'I'WEEN ANY TWO OF THE FOLLOWING: CORNER POSTS, GATE POSTS, _PULL POSTS . AT. ABRUPT GRADE_ CHANGES, OR END POSTS) CORNER POSTS SHALL BE INSTALLED AT ANY POINT IN THE FENCE WHERE THERE IS A DEFLECTION ANGLE IN EXCESS OF THE 10 DEGREES PULL POSTS SHALL BE INSTALLED 'AT MAXIMUM INTERVALS OF 500 FEET AND AT POINTS OF ABRUPT CHANGES IN GRADE. POSTS SHALL BE -SET IN. CONCRETE. . . . · EXPANSION COUPLINGS: THE TOP RAIL SHALL BE FITTED WITH OUTSIDE TYPE EXPANSION COUPLINGS AT APPROXIMATELY-20 FEET INTERVALS; AND, FOR FENCE SECTIONS OVER 100 FT, IN LENGTH, SPRING TYPE EXPANSION COUPLINGS SHALL ALSO BE INSTALLED J\T 100 FT. INTERVALS. BRACE RAIL: BRACE RAILS FOR END, CORNER, GATE AND PULL POSTS SHALL . BE LOCATED MIDWAY BETWEEN THE TOP RAIL AND THE GROUND LINE. TENSION WIRE: THE TENSION WIRE SHALL BE SECURELY ATTACHED .TO ALL END, CORNER, GA-TE AND PULL POSTS WITH BRACE BANl:::iS AND BOLTS AND TO ALL LINE POSTS. WITH FABRIC TIES OR CLIPS . . • • STRETCHER BARS: ONE STRETCHER BAR SHALL.BE INSTALLED AT EACH GATE POST AND END POST . TWO STRETCHER BARS. SHALL BE INSTALLED AT EACH CORNER AND PULL POST.. ,STRETCH.ER SARS SHALL BE ATTACHED TO TH.E FABRIC BY THREADING. THROUGH THE FABRIC, BY CLAMPS OR BY OTHER APPROVED POSITIVE.MECHANICAL MEANS. l"ABRIC: THE FABRIC SHALL BE PLACED ON THE SIDE OF .. 'i'HE POSTS AWAY PROM THE GOVERNMENT PROPERTY, THE BOTTOM OF THE FABl!.IC S_HALL REA.CH WITHtN 2 INCHES· OF HARD STABLE s·oIL OR PAVING. -• ON. SOFT GROUND OR ·, s:HIFTINd SANDY SOIL, THE .FABRIC SHALL EXTEND BELOW FINISHED Gf\ADE SUFFICIENTL'lFAR TO.COMPENSATE FOR .EXPECTED SOIL MOVE!,IENT. THE FABRIC SHALL BE ATTACHED AS FOLLOWS: . TO END, CORNEfl, GATE AND PULL POSTS .WI'J'H,.STRETCHER BARS BANDED TO POSTS AT 15 '' MAX. SPACING; TO LINE POSTS WfTH FABEi IC TIES OR CLIPS AT 1511 MAX. SPACING; TO TOP AND BRACE RAILS WITH FABRIC TIES OR CLIPS AT 24" MAX. SPACING; TO BOTTO& TENSION WIRE WITH •• HOG RING. CLI]? AT 24ir MAX. SPACING, _BARBED WIRE & BARilED WIRE EXTENSION ARMS:. T.HE BARBED WIRE EXTENSIOi ARMS SHALL EXTEND OUTWARD FROM THE GOVERNMENT PROPERTY AND· SHALL BE ORIENTED PERPENDICULAR TO -CENTERLINE .OF FENCE POSTS, EXCEPT AT CORNER POSTS, WHERE THEY SHALL BE ORIENTED TO BISECT _THE ANGLE FORMED BY T~E INTERSECTI.NG CENTERLINES. THREE LINES OF BARBED WIRE SHALL BE INSTALLED. GAT·E.· AND POST . G.ROUND CONNECTION: THE· GATE AND GATE POST SHALL BE CONNECTED WiTH A FLAT, EXTRA FLEXIBLE, TINNED, COPPER BRAID. THE · COPPER BRAID SHALL BE SECURELf F'AST.ENED TO TIIE G_ATE AND GATE POST PER DETAIL 8. COPPER BRAID SHALL B.E #6 MIN. BARE ·CONI>UCTOR. GROUNDING OF FENCE:· GROUND RODS SHALL BE PLACED AT EACH GATE POST AND EVERY 500 LINEAL FEET OF FENCE OR FRACTION THEREOF. i/ CJ) ...J - (.!) . c:::( r z z w w C 0 -3:: w w • u > z 0::: IJ.l . .,......_. (/) Cl a:: <:( Cl z <:(···. I-- Cl) ci 0 Cl) LL ' Q:i :i ::, >-a.. r (\J~ -<D<( 0::: m ,U :::> Q ... (\J . u ¢ ' w ro (I) CJ) N 0 2 --; 0 a: a. • • Approvals ,'•• PE ·_. 4,. ·_ •. Chief Ii~' . ~ _ ,lft.J r~:~., • SatisfactoryTo:_ ;. c -1 r .,.s>z: • GSA/A&E Divisi.on Plan-No. . · G$(t41000--l79,'0 • Sheet C-53 of 98 ::r: t-'- .0:!c 0 4 1-'-w w Cl:'. I-'- (/) ...J b I-'- (/) Cl:'. m COPPER TUBING,REUSE EXIST.-~ IF PRACTICAL CONNECT COPPER TUBING -~ TO EXIST. LIQUID FUEL SUPPLY . VALVE \ , , \ TYP. 0 _ .. _, r ~ I 10' CLR . !MIN.J - EMERGENCY SHUTOFF VALVE W/ INTEGRAL RELIEF VALVE • ~-.. EXIST PRESS_ REGULATING /' · VALVE TO BE REUSED · ,--~~~=:]~I±~,~~~~"::-211 SCH. 80 BLK STL.PIPE 250 GAL. LPG TANK A.G. PVMN'T MAINTENANCE BUtLDTNG !5 I. II II L ll j ~j::~• lJ. • __ , , ___ ,,_ --~., . ""~·, •"""' "'"~··~--· . , .. __ ,,. .. ____ ,,_ .... , ... --, C\I 3/4 11 TYP. PLAN EXIST. TANK SUPPORT 12"x 12"X3'-o" CONC. BEAM W / 1#6 REl3AR CT 'D. 4'-8":!: NOTE : INSTALL DIELECTRIC CPLG. BETWEEN COPPER TUBING AND STL. PIPE ·LPG T·ANK DETAIL N.T.S. -- 1/8 1 1/8 / / ~ " I I \ J,-b 1 9"W X I/ 4" THK STL. PL., LENGTH I JL I TO MATCH EX IST. TANK SUPT. ~-~-... § ... :=!.-.. ~. ~-/-1 I" THK NON-SHRINK GROUT \ \ / f/2"A.B. W/NUT,4 REQ'D PER PL. \ .•. • .... , I • . "/>: \ • .• ·-· I / ,.___/ ELEVATION TYP. FOR 2 12"Xl2" CONC. BEAM CAMPUS DRIVE __ .. i---~ 4" STL. PIPE CONC. FILLED -T§~~\ 111).: ~~ 0 I .. (\J :,: ··---coNc. BACKFILL GUARD P"~~T DETAIL ® 10 5 ~ • . . CONSTRUCTION NOTES EX -IST ING. SCE TRANSFORMER ,...ro BE RE L OCATED AS SHOWN BY SCE DWG A-07/-., • ~. PROPOSED LOCATION FOR $CE TRA.NSFORMER, V INSTALLATION PER SCE REQU IREMENTS . 1------EXISTING 250 GAL. LPG TANK AND VALVES TD BE • RELOCATED AS SHOWN ~ NEW LOCATION FOR 250 GAL. LPG TANK, 1.NSTALL V PER DETAIL I HEREON •• EXIST ING ABOVE GROUND TELEPHONE TERMINAL BOX TO BE RELOCATED .AS SHOWN BY TELEPHONE CO .• r":\._ PROPOSED LOCATION FOR TELEPHONE TERMINAL V BOX, INSTALLAT ION PER TELEPHONE CO. REQUIREMENTS 1--,,,------EXISTING AIR CONDITIONING HEAT PUMP TO BE RELOCATED AS SHOWN ~ NEW 11121 COPPER WATER PIPE, JOIN EXIST: BLDG . V • WATER MAIN . . • ,_, ____ EXISTING STL. PIPE GUARD POST TO BE RE~ MOVED r,°;;\__ EXISTING R.EDUCED PRESS. BACKFLOW PREVENTER V TO BE RELOCATED AS SHOWN 1--------NEW LO CAT ION FOR REDUCED PRESS. BACKFLOW PREVENTER, JOIN WATERMETERPER MESA CONSOL I DATED WATER DISTRICT 0-EXISTING LP GAS PIPE TO SE REMOVED >-------EXISTING I l/2"WATER PIPE TO BE REMOVED · r.)\__ NEW LP GAS PIPE, 2" SCH. 80 BLK. STL.·, 18'' fv11N . . ..•• • V ·. • COVER, W/COAL TAR EPOXY COATING AS SPECIFIED,JNSTALLATION TO COMPLY W/CALIFORNlA ADMINISTRAT IVE CODE,· •• TITLE 8 INDUSTRIAL RELATIONS, UNFIRED PRESSURE VESSEL SAFETY ORDERS • ---~-JOIN EXISTING 2" LP GAS PIPE JN BUILDING G--_INST ALL GUARD POST PER DETAIL 2 HEREO_N .•· .· 1-----~ PROVIDE 6 " THICK CONC ~ PAD ~ E)(!·S·T •. 9. [.Vv'[~ e.o. 'fO ~[[.v1Alfq ADJUST EX. SEWER c.o. TO .G .. RA .. D .. E. SALVAGE E~ V COVERIF POSSIBLE, OTHERW,ISE USE A-1240, ALHAMBRA FOUNDRY CO. OR EQUAL. i2.2', 1------NEW LOCATION FOR AIR CONDITIONING HEAT PUMP. (2) EXIST FLEX ELECTRICAL CONDUITS, (I) EXIST 3/411 COPPER REFRIGERANT LINE W/RUBBER INSULATION AND (l) •. EXIST 3/811 UNINSULATED COPPER TUBING YO·BE REROUYED AND CONNECTED TO EXIST AIR HANDLING UNIT INSIDE BLOG . EXIST. 3/411 PVC CONDENSATE DRAIN PIPE TO REMAIN IN PLACE; GENERAL NOTES I. ALL UNDERGROUND COPPER PIPING AND FITTINGS SHALL BE CL EANED, AND PROTECTED WITH BUTYL BACKED PLASTIC TAPE WRAP FOR CORROSION CONTROL AS SPECIFIED. 2. PROPOSED INSTALLATION DRAWINGS FOR LPG FUEL TANK SHALL BE SUBMITYED FOR FIRE DEPT AND HEALTH DEPT. APPROVAL BEFORE INSTALLATION OF TANK . • • SCALE IN FEET 0 10 20 fie viewed Jet • .A• Built • • . and ApprOV ♦d: ·. ·. . Hll'Y Fi .M. .· A·•tti.J'-,>,,r..A•r--/.. 1 IN$PECTGA · .. /A1<f <fx,,,?~t v • ,. CONTRACTOR ir.-' ARCH ITECT/ ·.,. ,, • . ~~~!r::1~.w-~:· W~er· • w •. 0 z <( .er 0 LL .· 0 >-1-. .z :::> 0 u - PE O Chief ,. Satisfactory ,;o: . :<-t't-'I" •• ' . . . Plan No .. :. , GSA 4 IOOO-JT 9.0 ' , Sheet · M-1 •• of 98 N 0 0 0 I',. < -' iO ,• . I I I /1,1:;1/,LL ··rn F LJ6~ -1,1 ON I .'JF Z -!:' ./ [;C//Jll,, W/7}1: (1 [7IT] * '~---~-I TC P/ ,.£ /.-,_;;16-£-::: A::IJ TCMII l+'I t§O --~-------~~-----~ -·---·-+· -\, MH TOr.AP (£~~~, ;fc CAP Plk or;..._,,.;4p - \ I ;x,, :;:r S,!,/'1/Ff•;:1 !:'x!<~',.:7 1 •• ( <GNv, P£R U6~· 5')) -.-- .BRl.5T/JL [: EY/51. CIC, • ··-- INT(RSE.PT-EXJSr. 1-3 fENO:C/Ui)} "'!SPLIT 'Y" PR 1)65-tff c1m·~- £XJ57 .. 1-:s"-------c EXIST. t-1-' CU:S7, 10 :!?15;:;v[r ..... ---- W/ ::O"P Tk'I/l.'(.-t"C,/i.~ .2-l(Y-' ¢ S. P. l[.,N~ P£R Utx;• 7 !,I? • NCTF 5C[ TO Rllvlt'://£ CA&,.£, CCN T!/,C7/JR T(t RD'ACYT Pfllf .£/'f I P-t:lr'l P r_x;-:,7 ; .. 4//l lX'ii"':t& ::; ' ? i. YL°lND fii<)PtJ5l Ct/KE. EY. l -4 .. -..._ £x1::.r. ¥9'1 l iE.L )'x?'11::, PJ!ilBc'»: • EXl5T. 1-.3'' c.~r.-- ~ I . ---.. ? 'lz' lb-t53 li5r33 D!tST. J'_§J_C" 3 ocz ----~ "I~''>< .SF'' (T/' t::.'. ?.E:M(Y[l, ill/ 5EPLf.A7£ W:O,bYt7THll5/ EX/:;T z .5"!------- ll✓1'«Zl({[l-'T rt ~4'/f :::J /JIJ .st:£ N/J7r 22 f INTU1C£l'T : l'OINT I \. \ \ ' ' ' ' ! t t r .\ IY/57. ~/l,7'1 - E 'x l~N q:_4,, YAVLT 8' I ! I £Xl57 V5/05#+ -----------------'5=<,,"'1"'/l", ,=9c'-1-'' q ;-+'CU.ST. PIL 8 7 £Xi:Sl, X!i:50~00/ Z.1'1( .Y CUt;7. EXIST, 551085'11 FJ:15r. X!il02V:5 EXIST. XS/(} S # :S 2'x:Y ( A~N[} FEY. "55·$0) A.5ND. P[p ll6S -.5Q Ill! e£ 1/EMOYl:D 13Y OTH£K::', tJN5£1'llA7E W,0.) £Xl5T. Z-4' N1l6!B TO V5'Mf- 6 ·,'-, i4 d'181 CAM?i'SDk , ____ -----·--·--· !St/2 ,13 BF.!5TOL° NORTH E XI f,T, M5t7thf/3 4'-6"" ~'..(/'xJ' MANHOL[ EXIST X5l03h77 z~,,"'~ l"A j·J? LIST OF MATERIALS (EDISON CD.) SU UQI SICTION INDfl{ • ,OA AEFEAENCI!: 0AA1'11NCS. OUM. HIT PUCMPTIGN l r IIZI T Z. K#;J, !",411,Vf Ot/Cl.. 4-,_,,, ·V. I) l'\1'ICIII.CIIIIHTMIHI~ 11flCAL -1111118:1111 -ruu.~ ~-----""-- WAftNING Tha~ --~ ... ....,. ~to ""9d mc"'1etwttf!U~,......wt,id, "1ey,-ulin injury to ~or~10fllCIIICiM Mllhl-. The in'd~ IDQltiaon1dEclilon I.II\Clef9f0Und~ • proYiderd, ... .,.. •• to be _,__ ..,_.,._ tlw fi ... 1-dlltefmiMliaon of .«Cl locatiON .-rad "'9 CID9t ~ ,ep1i, to d,1111,~ 1-cllt!IM R the ,..pc;n.ibHity 111' thlo llltCl¥atQI'. 5(-,uth-,,i Catifom~ Edi9ori Comptrty UND£AGROUNO SE~ ALERT 1 '800-422-4133 C.IIUSAfSC For Underground LOCH!ng 2 WOt'kinO O&ya ~rote You Dig ~~mown ondia ----ud -,..ilP •••L EnlwiRt ---WN o, 1-ekirig thru Wd to be, doMONLY.'~il@ •Wun.Jf Ecl:mn Co . .,._ML ' Cvstomer-owned conduit !Nltffial• ind concrete encawmimt are to be in1taHed in accon:lanc. with Edison Eh1ctricat Service Requii'ements. •S~bjact to appro..al by l~I inspection authorities Appllcentl ♦a:l)fll.-lr ........ ....-a ... d 'WMT-1 thal all wortt pe,tornted ~ • all .,. .. _., uMd In MIM1lng Applicant.' obtlgatlofts Mr.in••,,_ from dals,ch In workmanafnp and at• 11'1 c;onformitr with SouU1♦,n Callfo,nill Edison Companr'• r,tqutl"-Sf'III. T~ ..... rMty lhMI_ COmtMnc• UIIOn ,.cstpt·br ~I• ol Co11111en-,·• fln♦I •ce♦,ptane. •nd stiell ••P'r• -Y♦a kom tt,■1 IIMte. Al:IP!kanh; ~ lo p,-Pur con-ect lo th• Comp-,ir'• -lllilfl1actlon and th•I ot aAr go"rnin♦nt.lt 991ncr h•,:in'II Jurisdlt:llon 1111d at~ cant', HPeflH an-, _brHc.h of thl1 wen-#lty which--, becoms ~pe,snl through ln1p•ctfo,n tJf -~ of underground Nclrh.: 1Yat1,,, b)I Comp•nr during ttltl w.arr■nty period. l ------------- CONTRA~TOfl ----------- COST PLUS □ FIRM □ DlV, □ INCLUDES f'ERM. PAVING YES □ NO □ PIRMITNUM8ER --------~- DATE STARTED _________ _ DAn COMN.neo ________ _ lffflll!:CTOR • """': ,.,. ........ .., __ :.,,..,. I. llilt......_ .............. ■i: ... ____ _ _ , ...... ....... ----= l_,.....,., ___ ,~•~•~·--~- ,._.~-~--"le,O~•-• --'"-+-- i...111!1! '--...... ... , ............. : -- • 1'-CLWTXACTl::lt 1D ~WIii£ WAU 1lJ WM/_ DUcr ~' -,1--~.mAQD~.A',,AU.1Tl'/'1,U. aox-£S A:S ·Mr~ n, MAtNWN.AVN. COY£/f OYElt UJN»uff. 16. PpVK ~'Jt"4'£" aJU.A,f a,,-).,.,·-.~ ~ ..,,_ -wiv,r ~ Wl"nl/N 61"" ll,Q,/Jw ~: IA?'S/il/lf ..- Jo/N'/S 7lJ M &'r&'PrOJ. 1'-.NE" ~-.70,3 (1,,,tf,)RW JUt;kFILI. Ar4'.>QIKEM£4IIY, rb. £Q/'EK1,gS•rl-~ i.AY~'.!JI· EYJ:Jr. ~IC Td l!l£ 1"JU' JJ~ p-.it lll~I( PA1'£. - ' ' 2/. T[L[l"!{fflf V,tl:570 '/:5£ l?£M0>'[1) AND RE/.L0,7lD 8 Y PHLW£ CO 22. = 7l) /.IA/£ MAN,iOL.£ MJ;"!,l61 't, /'.:VN:J ~I,-e IN5TALL£l) $ /N:,PECT£IJ fflltlf TO !NlUCIYT OF 1-1-, 6-5'. aJH7l?N',lllX lt/50 70 APRANt;E FCK SL£ TO ~ . CABLE P/.'la? 7V IN7E'TLE:PT, 23, Ali AlN!J, DI-CT TlJ U PUJ6£l) FUi' 1.16'5-l6-f .. 24. CIWTJ'AC71JX 7V HAYE V//?/Fl(,,477t:,/ IF tuc.r IS EMPTY 01{£N£FCIZ£/) -nuop TlJ 1NTLr.arr~~. CONCRETE PROOUCTS Pr&0111t cancNlle ~ ~ wilft nec11. COM", • lnnrts may bit OOl•lnM trom •nr of IN~ ._.. •ffll~-~. MSOCtAm..COiiCMTe ~-ac.; 430TW.~Bl'fd.,S&ftt■_AM,C.. .. wrot P.hon♦: (213) 628""863 (714)557-7470 IIIIOOltS MOOUCTS, NC. 4606litta.:=..:\78:,i;t:,~::0Calil:91708 (213) 4<43-S0t9 UTILITY 'IMA. T CO. 10850"9llilloctl A'M., F..,._, Cdf, tJIS,S f'tlorle: {714) -.0:-29715 • SCALE: t IN.•. IT. .REV: I ADI?[]) £Xl5TING M €DIAN l:K)WN CAMPt6 .l),f>, INO'l~Hf:Z) R:'RM ., ~~---.... _,-+----i--+--+----i---1 '~ ~tit'.~ ' 8euna.:. st' ~ M~ • . , ... -..-_,. ___ •.. . • . • ..... '·.· .. ·, ' :-_: .. ~ :~). i=---==:;:;,a'--'--==",-,"::'====':-::'-::"'""':'c,='--1..:..L;..:...L "'' t). s '.,,,, :· w ('.) z ., <( 0::::: 0 LL 0 >-f-z :) 0 0 (.'.) z z w w > 0::::: 0 PE. ...--..· Approvals . 0 z Satisfactory To: ;;{ -J'l-;f') .:q) . a;> .. IO IJJ 0 ti) w 0 If) i IJJ ~. (/) GSA!A&E Division Plan No. G.$A .41000 -179() Sheet 98 ..J < ' 1-,: 1-•:i ·-~ ::) (/) :·..J ,< z .... LL. ,(\/ •o 0 .··.o r--: I!') It) (\J / ~:'::~~:~:-~-c-=~i ,-I -~:-.::....::: __ _ ' .__) .. _::_, I I I I i . I I_. . ' ' I ,I I I I I' I !: fl) I tJi./AIL L,IN: 11 /v, -~ .. . --.,--- ··---. £Xl5T. z.-,." 14· J,l.1'51, .f-5 ,, 13 II I I 13 'fi'/, OZ t:,~MPI/$ z,,,_,, /() ~ {.Y',IJ/1 OLIA!/ ST, tJli'IV£ G' - ! 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' ~~ ' A £ ' I 4Z8-7,:;,4,5 ze, 89 ..:3 e /8 ./0~ . . : ~ (' 3 20"7, 3ZO&, 3 , 4, ~ I : 40 ftlrVI.ONS w w t/) PAcmt[IBELl . . I R"vt I'!& €3= X C HA N Ge! A tRpoRr C O. Alee,A, Co,-/ourr C?,:,.</,3-r Rucrto,,J . ltOU"l'INlt DAT:1£ OP'YICI "11L~ PIEPAIEO 1/IM ,.-,_ CHECKED ll-(/"14 ~ . 1"~:= V ·. DWG. c. C C39/ l f?t<JJ K • J w C) z <{ fr: 0 LI.. 0 >--r-z ::::> 0 u - w > -0:: Cl (J) ::> a. ::E c::t u (J) z <( ii LL.I z 0 :c: a. LL.I ..J LL.I t- ..J ..J LL.I (0 -·u · -LL. -0 <( a.. .......,. :>-: :.J z 0 w 0 z (1) a, I r<') . I C\I LL.Id J .0:: z ;:-! W · ... LL f-a::io w ~ ! 0::. -, .. '--'O i 0:: «I Cl.. .. .o ::l w m u .! C f Approvals • Satisfactory To: i,Z -1¥-S''f -Plan No. Sheet 98 / " \ --------, - w• 12 ® 1eQO.oo,, ----------- cuKve OArA C A e.1s. 10, io•t:4'4':J' -r /O'!J-5'f>' t-- (.,) r 5 4 t- cr: 0 c... a: -<( T .Jolfi<./ ' ' l;: X C A VA 7' I ON 0 w /J €31< WA y'i<./G A!RpoRr 0A"TA A::>p#At_/ 1 ✓ xz1'!5" r e 1s =· F'T. 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SHEET22 SHEET ·23 SHEET 24 SHEET 25 TITLE AND LOCATION MAP STANDARD PLANS LIST .GENERAL PLAN FOUNDATION PLAN, DECK CONTOUR PLAN ABL1TMENT 1 -PLAN, ELEVATION AND SECTION ABUTMENT 3 -PLAN, ELEVATION AND SECTION BENT 2 -REINFORCEMENT DETAILS BENT 2 -MISCELLANEOUS DETAILS GIRDER TYPICAL SECTION GIRDER LAYOUT AND PRESTRESSING SLOPE PAVING DETAILS -FULL SLOPE SIGN LAYOUT AND LOCATION PLANS (AS-BUil T) BRIDGE MOUNTED SIGN OET AIL (AS-BUil T) LOG OF TEST BORING LOG OF TEST BORING (AS-BUILT) BRISTOL STREET WIDEN ING CAMPUS DRIVE PLAN AND PROFILE. STORM DRAIN -STA. 10+31.00 TO 13+80.88 CAMPUS DRIVE -AT BR ISTOL STREET CAMPUS DRIVE -AT BRISTOL STREET NORTH SIGNING AND STRIPING PLAN -BRISTOL STREET TRAFFIC CONTROL PLAN -BRISTOL STREET TRAFFlC CON i'ROL PLAN -CAMPUS DRIVE SR -73 FREEWAY DETOUR FOR CAMPUS DRIVE FALSEWORK CONSTRUCTION SR 73 FREEWAY DETOUR NO. 3 NB LANE CLOSURE SR -73 FREEWAY DETOUR -NO. 3 SB LANE CLOSURE • Cl a: w w a: 0 m 2 <( .........___ i : _J ,-:,, --I I !, /2 r...__ ______________ _, = START WORK STA. 210+00 P.M. R 4.88 I , ' 11 -THE COt"TRACTOR SHALL POSSESS A CLASS .. A .. LICENSE AT THe TIME THIS CONTRACT IS AWARDED i)·' FORM-OC"-.O-E-93\·PF _(REV'. 1/66) ..,. .... ,. ',---~-'---=~-'--'--'-'--~-'----'----- ·r " ~~-\-\,,.,~·.:·._:;.:c;.t_' ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION ON ST ATE HIGHWAY _BRISTOL ST. IN ORANGE COUNTY CAMPUS DRIVE OVERCROSSING WIDENING BRIDGE NO. 55-533 To be supplemented by Standard Plans dated · January, 1988 • t-en :x: (.) a: -CD STA. 152+53. 79 STA. 147+73.79 BRISTOL sr. NORTH STA. 152+34.13 =STA. 13+87.88 CAMPUS DR. LIMIT OF CONSTRUCTION P.M. R 5.6 STA.10+00 TO 14+09.89 • w .~ ..J ..J -:x: Cl w a: END WORK STA. 287+00 P~M. R 6.2 ......_______ ::--: .....__ ,}f!:·:/\'_:::,~~ -~~~1~~·.-..~v -~1:~j -._.·',,·.-{ R4.88/RG 2 _ I . 2 o -'---"""".'~ [b/t,aJV ' ._,,------._,,.,,;' ''-!'-', ,_,-~ \ , , ,_, 4 l . t :. v--.,,. ~--, \·. -., . \ .. -~ ; -.;. ---.·-~ -· --_,_ -------• LOCATION MAP = ::--: -= ( ' • f . i ' ·.; I. ' . Chief ()tt,ce of (l11,ce Engineer Registered Civil E~g1neer • ,,._ .. ' i .- , -,,' 0 A-10A D A-108 . ■ A2.0-.A ■ A2.0-.B ■ A2.0.:C ■ A-24A ■ A-248 ■ A-24C ■ A-240 0 ~5-A 0 A62-A ■ A62,C 0 A62°0 0 A62~E • 0 A62sF 0 A73 □ A7~A D A74"8 D A75-~ D A75-B □ A75-C D A77.C-1 • 0 ATTC-2 D A77-b D ATTaE 0 ATT-F 0 ATT-G □ A79,A 0 AJ9.:B 0 A79~c · •. 0 A79-0 . D A79-E 0 ABO □ A83 . tJ C7-A1 0 C7~A2. 0 C7~A3 D C7-A4 □ C7-A5 D C7-B1 .. · D C72B2 D cs;.A --D C8-'8 D ~C □ CS-A D CS-B D D72 D 078 D D74 0 D75 D D77-A □ Dn~a D D78 □ DSO □ D81 ••• □ D83 · □ D84 0 D85 8 g:~~. . . .□ Da6'-p D DS7-A 0 DS7-B 0 DS7-C D D88 o oa9 ·· □ 090 . ·□ 093 .•• ·o 094 a 095 GENERAL ROAD 'tVORK Abbreviations Symbols · Pavement .Markers and Traffic Lines, Typical Details • Pavement Markers and Traffic Lines, Typical De.tails Pavement Markers and Traffic Lines, Typical Details Pavement Markings -Arrows Pavement Markings -Arrows and Symbols Pavement Markings -Words Pavement Markings -Words and Crosswalks P.C.C. Paving Details Excavation and Backfill Miscellaneous -Limits of Fayment Excavation and Backfill Bridge Surcharge and Wall - Limits of Payment Excavation and . Backfill Bridge -Limits of Payment Excavation and Backfill Details Concrete and Pipe Culverts Excavation and Backfill Details Reinforced Concrete Box and Arch Culverts • Excavation and Backfill Details Metal Culverts Type Ill Barricade and Object Markers Markers and Oelineators Survey Monuments Concrete Barrier Type 50 Concrete Barrier Type 50 Headlight Glare Screen Metal Beam Guard Railing -Standard Hardware Metal Beam Guard Railing Barrier and Guard Rail Anchors Cable Anchor Assembly (Breakaway) Torie Bearn Barrier Torie Beam Barrier Guard Rail Flares Miscellaneous Guard Rail Details . Guard Rail Connections to Bridge Rails, Retaining Walls and Abutments Guard Rail Connections to Bridge Sidewalks and Curbs Torie Beam Connection to Type 50 Barrier Emergency Passageways Portable Scale Pad and Approach Slab Details Reinforced Concrete Crib Wall Battered Wal.ls -Type A, B, & C ReinfOrced Concrete Crib Wall ~red Walls · -Type D, E, & F Reinforced Concrete Crib Wall Vertical Walls -1ype A, B, & C Reinforced Concrete Crib Wall Vertical Walls ,.... Type D, E, & F Reinforced Concrete Crib Wall Type A. B, C. D, E, & F Header and Stretcher Details Reinforced Concrete Crib Wall Foundation Pressure -Battered Wall Reinforced Concrete Crib Wall Foundation Pressure -Vertical Wall St~! Crib Wall -Construction Details Stes! Crib Wa!I -Design Data $tse! .Crib V.'c:.!I -Design-Data Timber Crib Wall Types A, B, C and D - Construction Detai!G Timbtr Crib Wa!I Typzs A, B, C and D -Design Data Drainage Inlets -OS, OL, GOL Drainage lnle:s -G,, G2, G3, G4, G5, GS D~c:inags Inlets -GT1, GT2, GT3, GT4, GO, GOO Pipe Inlets Grate Details Bicycle Pro:>f ·Grate Details Gutter Depressions Singla Box Culvert Double Box Culvert Box Culvert Miscellaneous Details Box Culvert Wingwalls, Types A, B & C Box Culvert Wingwalls, Types D & E Box Culvert-Warped Wingwalls Pips Culvert Headwalls, Endwalls and V✓arped Wingwalls • , Arch Culvert Headwalls, Endwalls and Warped Wingwalls Overside Drains Overside Drains Underdrains • Construction Loads on Culverts Pipe Headwalls and Strut Details Pipe Culvert Headwalls, Endwalls & Wingwalls Types A, B & C . • • . Drainage Inlet Riser Connections • Flared End Sections Concrete Arch Culverts 0 D96 D D97A D D97B-1 □ 097B-2 0 097~1 D 097~2 0 D97D 0 D97E-1 □ D97E-2 0 098-A D 098-B D D98-C □ 098~1 □ 098~2 • □ DSSD-3 D 0980-4 □ F-10 D F-20 D NS-A D N8-B 0 NS-C ■ T-10 ■ T-11 ■ T-12 ■ T-13 ■ T-14 ■ B0-1 ■ B0-3 ■ B0-5 ■ .B0-13 D B2-3 D B2-5 D B2-8 D B2-9 D B3-1 D B3-2 ■ B3-3 D B3-4 D 83-5 □ B3-6 0 B3-7 D B3-6 0 83-8 □ 83-11 0 BG-1 □ B6-10 ■ B6-21 ■ B7-1 □ B7-5 • B7-6 ■ B7-10 □ B7-11 ■ B8-5 □ B11-7 ■ B11-30· □ B1147 • D Bt1-51 ■ B11-52 0 B11-53 ■ B11·54 .. □ B13-1 0 B13-2 0 814-1 □ 814"2 ■ B14"3 0 B14"4 Pipe Riser with Debris Rack Cage • CMP Coupling Band Details No. 1, Flanged End CSP Channel Coupling Band Details -Downdrains,· Standard and Positive Joints CMP Coupling Band Details No. 2, Annular, Reformed End, and Helical Coupling Bands - Downdrains, Standard and Positive Joints CMP Coupling Band Details No. 3, Flanged End CSP . Channel Coupling Band Details -Downdrains, • Standard and Positive Joints CMP Coupling Band Details No. 4, Universal Coupling Bands Standard and Positive .iuints CMP Coupling Band Details No. 5, Universal Coupling Bands Standard and Positive Joints ' CMP Coupling Details No. 6 -Standard Joint CMP Coupling Details No. 7 -Positive Joint CMP Coupling Details No; 8 -Positive Joints and Downdrains Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe Standard and Positive Joints Standard Inlet Structure Shoulder Installation Details and D.etails of Slotted Drain Connections 12" Thru 24" Slotted C.S.P. Drain Details Alternative Hinged Cover for Type OL & OS Inlets and . Trash Rack for Type OCP Inlet Structural Section Drainage System Details Edge Drain Outlet and Vent Details Edge Drain Cleanout Cross Drain Interceptor Details Chain Link Fence Barbed Wire and Wire Mesh Fence • Curbs, Dikes and Driveways Wheelchair Ramp Detail No. 1 .. Wheelchair Ramp Detail No. 2 Traffic Control System for Lane Closure on Freeways and Expressways, Miscellaneous Details Traffic Control System for Lane Closure on Multi.lane Conventional Highways, Miscellaneous Details Traffic Control System for Lane Closure On Multilane Conventional Highways, Miscellaneous Details Traffic Control System for Lane Closure on Two Lane Conventional Highways . . . Details for Ramp Closures, Miscellaneous Details BRIDGE Bridge Details Bridge Details Bridge Details Bridge Details. 16" Cast-in-Orillecj..Hole Concrete Pipe Pile Details -Class 45 and Class 70 Pil.e Details -Class 450 and Class 70C Load Test Anchor Pile Details Retaining Wall -Type 1 H=4'-30' Retaining Wall -Type 1 H=32'-36' Retaining Wall -Type 1A Retaining Wall -Type 2 Counterfort Retaining Wall -Type 3 Countsrfort Retaining Wall -Type 4 Retaining \Vall -Type 5 Retaining Wall Details No. 1 RetEining 't✓all Details !--lo. 2 Retaining Vlfall Type 6 -6' Ma;;:. T-Beam Details Utility Openings-· T0Beam Joint Seals Bo:: Girder Details Deck Drains Deck Drains -Types 0-1 and 0-2 Utility Opening -Box Girder Utilities Details Cast-in-Place Prestressed Girder Details Chain Link Railing Temporary Railing (Type K) Cable Railing Tubular Hand Railing Chain Link Railing Type 7 • Concrete Barrier Type 25 • Concrete Barrier Type 26 Slope Protection Detail No. 1 $lope Protection Detail No. 2 Structural Steel Plate Vehicular Undercrosslng Structural Steel Plate Arches . . Supply Line and Communication and Sprinkler. Control Conduit Supply line SIGNS, SIGNALS & LIGHTING bVERHEAD SIGNS -TRUSS □ S1-12 □ S2-11 D S4"6 ' . □ SS-6 D S6-8 D S7-8 D SSB D S8-8A □ SSC □ SSD D S9-12 □ S10-9 D S11-10 □ 813-10 Overhead Signs, Truss, Instructions and Examples Overhead Signs, Truss, Single Post Type, Post Type II thru VII Overhead Signs, Truss, Two Post Type, Post Type I-S thru VII-S Overhead Signs, Truss, Single Post Type, Structural Frame Members • Overhead Signs, Truss, Two Post Type, Structural Fram Members Overhead Signs, Truss, Structural Frame Details Overhead Signs, Truss, Frame Juncture Details Overhead Signs, Steel Frame Removable Sign Panel Frames Overhead Formed Panel Details for Mounting on Removable Sign Panel Frames . Overhead Signs, Truss, Sign Panel Mounting Details Laminated Panel, Type A Overhead Signs, Truss, Removal Sign Panel Frames 110n and 120" Sign Panels Overhead Signs, Walkway Details No. 1 Overhead Signs, Walkway Details No. 2 Overhead Signs, Walkway Safety Railing Details Overhead Signs, Truss. Pile Foundation OVERHEAD SIGNS -LIGHTWEIGHT □ S14 A-5 □ S14B4 ■ S15-8 0 S16-7 0 S17-8 ■ S18A-8 ■ S18B-7 ■ S20A-7 ■ S20B-9 D S39-6 □ S40A-1 □ S40B-1 □ S40~1 D S40D-1 □ S40E-1 D S40F-1 0 S40G-1 □ S40H-1 □ S401-1 □ S40J-1 □ 840.K-1 0 S40L-3 □ S40M-1 Overhead Signs, Lightweight, Balanced-Single Steel Post Connection and Mounting Details Overhead Signs, Lightweight, Balanced-Single Steel Post Detail~ Overhead Signs, Lightweight, Type A, Connection Details Overhead Signs, Lightweight, 1'ype .B, Connection Details Overhead Signs, Lightweight, Type C, Connection Details Overhead Signs, Lightweight,. Sign Panel Mounting Details, Laminated Panel, Type A Overhead Signs, Lightweight, Light Fixture Mounting Details Overhead Signs, Lightweight, Post Details. Overhead Signs, Lightweight, Foundation OVERHEAD SIGNS -BOX BEAM CLOSED TRUSS ALTERNATIVE Overhead Signs, Box Beam, Closed Truss Alternative Foundation •. Overhead Signs, Box Beam, Closed Truss Alternative Two Post Type Frame Members Overhead Signs, Box Beam, Closed Truss Alternative, Single and Two Post Type General Frame Details Overhead Signs, Box Beam, Closed Truss Alternative, Ribbed Sheet Metal Details Overhead Sians, Box Beam, Closed Truss Alternative, Two Post Type Frame Details • Overhead Signs, Box Beam, Closed truss Alternative, Two Po~ Trpe Frame Juncture Details Overhead Signs, Box Beam, Closed Truss Alternative, Two Post Type Post Details Overhead Signs, Box Beam, Closed Truss Alternative, Single Post Type Frame Members Overhead Signs, Box Beam, Clo;,e:::! Truss Alternative, Single Post Cantilever Frame De,aiis Overhead Signs, Box Beam, Closed Truss Alternative, Single Post Cantilever Frame Juncture Details Overhead Signs, Box Beam, Closed Truss Alternative, Single Post Cantilever Post Details Overhead Signs, Box Beam, Closed Truss Alternative, Single Post Butterfly Frame Details Overhead Signs, Box Beam, Cl.osed Truss Alternative, Single Post Butterfly Frame Juncture Details Overhead Signs, Box Beam, Closed Truss Alternative, Single Post Butterfly Post Details . D S40N □ S40P □ S40Q □ S40R □ S40S D S40T ■ S41-3 ■ S42-15 • ■ S43-A D S43-B ■ S#7 ■ ES-18 ■ ES-2A 0 ES-28 . D ES-2C D ES-2D 0 ES-2E ■ ES-3A ■ ES-3B ■ ES-3C ■ ES-30 D ES-3E 0 ES-4A D ES-48 □ ES-4C ■ ES-SA ■ ES-SB ■ ES-SC D ES-5D D ES-SE ■ ES-SF ■ ES-6A ■ ES-SB □ ES-6O □ ES-6DA D ES-6E □ ES-SF 0 ES-6H OVERHEAD SIGNS ---TUBULAR Overhead Signs, Tubular, Instructions and Examples Overhead Signs, Tubular, Single Post Type Layout and Pipe Selection . Overhead Signs, Tubular, Two Post Type Layout and Pipe Selection Overhead Signs, Tubular; Structural Frame Details . No. 1 Overhead Signs, Tubular, Structural Frame Details No.2 . Overhead Signs, Tubular, Foundation Details ROADSIDE SIGNS Roadside Signs, Typical Installation Details No. 1 Roadside Signs, Wood Posts, Typical Installation Details No. 2 Roadside Signs, Laminated Wood Box Posts, Typical Installation Details .No. 3 Roadside Signs, Steel Post, Typical Installation Details • Roadside Signs, Typical Installation Details No. 4 SIGNAL AND LIGHTING DETAILS • . Signal and Lighting Details, Symbols and Abbreviations Signal and Lighting Details, Symbols and Abbreviations Signal and Lighting Details, Service Equipment Signal and Lighting Details, Service Equipment • Signal and Lighting Details, Service Equipment Signal and Lighting Detlils, Service Equipment Signal and Lighting Details, Service Equipment and Typical Wiring Diagram Signal and Lighting Details, Signal Heads and Mountings Signal and Lighting . Details, Signal Heads and Mountings Signal and Lighting Details, Signal Heads and Mounting Signal and Lighting Details, ~ignal Heads arid . Mountings Signal and Lighting Details, Signal Heads and Mountings Signal and Lighting Details, Controller Cabinet Details Signal and Lighting Details, Controller Cabinet Details Signal and Lighting Details, Controller Cabins, Details .• Signal and Lighting Details, Detectors Signal and Lighting Details, Detectors Signal and Lighting D!;!tails, .Detectors Signal and Lighting Details, Detectors Signal and Lighting Details, Detectors • Signal and Lighting Details, Pedestrian Barricades Signal and Ughting_Standards, Type 1 Standar~s and Pushbutt(ln Posts Lighting Standards, Types 15 and 21 Lighting Standards, Types 30 and 31 Lighting Standards, Type 32 Lighting Standards, Types 30 and 31, Base Plate Details 10 Degree Lighting Standards 10 Degree Lighting Standards Details DIST. COUNTY ROUTE POST MILES SHEET TOTAL•.· · TOT AL PROJECT . SHEETS • • 12 ORA 73 R4.88/R6.2 2 25. •• To accompany plans dated D ESs6J ■ ES-6K ■ RD-6L ■ ES-6M. D ES-6MA □ ES-6N 0 ES-6O □ ES-6P 0 ES-60 D ES-SR □ ES-SRA ■ ES-6$ ■ ES-6T D ES-6l/. D E$-6V D ES-7A 0 ES-7C D ES-7D D ES-7E D ES-7F ■ ES-8 • 0 ES-9A D ES-9B.· ■ ES-10 D ES-11 · □ ES012 ■ ES-13 0 ES-14 □ ES-15 D ES-27A □ ES·279 □ ES-28 0 ES-29 ■ ES,30 □ ES-32A _D ES-32B ■ ES-33 ' :' '• ,, • • . . • · ..• Signal and lighting Standards Case .,_..Arm Loadi11g, Wind Velocity = 70 MPH Arm Length~ 15' to 30' ~ .• Signal and lighting Standards Case 2-Arm Loading; • Wind Velocity = 70 MPH Arm Lengths 20' to 30' .· ·Signal and Lighting Standards Case 3Arm Loading,·· . Wind Vel'ocity = 70 MPH Arm Lengths 20' to 45' .. i • Signal and Lighting Standards Case 4 Arm loading, Wind Velocity = 70 MPH Arm Lengths 25' to 45' • Signal and 1,Jghting Standards Case 5 Arm Loading, , Wind Velocity = 70 MPH Arm Lengths 50' to 55' Signal and Lighting Standards Type 40-0-80 Signal and Lighting Standards Case 1 Arm .Loading, Wind VelQCity "' 80 MPH Arm Lengths .25' to 30' .•· Signal, and -!,..ighting Standards Case 2 Ann Loading, Wind Velbcity = 80 MPH Arm Lengths 20' fu 30'. · • •· ' •• Signal and Lighting Standiµds Case .3 Arm Loading, Wind Velocity = 80 MPH Arm Lengths 20' to 45' Signal and Lighting Standards Case 4 Arm Loading, Wind Velocity = 80 MPH Arm Lengths 25' to 45' Signal.a,nd Lighting Standards .Case 5 Arm Loading, Wind VelQCity = 80 MPH Arm Lengths 50' to 55(·· · • Signal and Lighting Standards Details No. 1 • • Signal aild Lighting Standards Details No, 2 Slip Base Insert for Type 10 and 15 Lighting Standards • . Left Tum Signal and Sign Standard Type 33 Signal and Lighting Details, Electrical Details Structure Installations Signal and Lighting Details, • . . Electrical Details Structure Installations. Signal an<!. Lighting Details, Electrical Details Structure Installations . Signal and Lighting Details, .. . Electrical Detail.s Structure Installations Signal and Lighting Details, Electrical Details Structure Installations • . Signal arid Lighting Details, .. Electricai Details .Structure · 1nsta1Iations . Signal ~nd Lighting .Details, • • Pull BoxDetails Cantilever .Flashing Beacon Details, Types 9, 9A, 9B Cantilever Flashing Beacon Details, Types 9, 9A, 98 .•. Signal and Lighting Details, lsolux Diagrams Signal and . Lighting Details, . Foundation .installations ~destrian Undercrossing Fluorescent lighting Fixture '. .·• ••••• Signal and Lighting Details, Splicing Details • • Signal .and Lighting Details, Wiring Details and Fuse Ratings Pedestrii!n Overcrossing Fluorescent lighting Fixture . -. . . .. '.' ·. -• E}{TH~GUISHAS!:.E fl.'ii=SSAGE SIGf-l .. • ... _;., ·: Extingui~hable Message Sign, 10" Letters Extrnguishable Message Sign, 10" Letters Extinguishable Message Sign and Flashing Beacons. SIGN LIGHTING DETAILS • Mercury Sign Lighting Equipment 35" Fluorescent Sign Lighting Equipment . Sign Ligllting Equipment Signal and Ugtiting Details, Sign Lighting Control Internally lllyminated Street Name Sign 1 .:k). -- ' -~ . . • 0,..; (January, 1988 Edition) . :-; ~--_' • . ,. Q . • . ,;:, ---------------------,---""""'"'."------:----:-------------------r-------------:------~---------.11..,.-----,.;.._----------------.L.----..................... ___________________ ;__ _ _..., __ ;__ __ ~~ ? ~ The Standard Plan sheets indicated by a marked box are applicable to this CO.NTRACT NO.. 12-l I 2 324- DIST COUNTY 12 ORA · -- ROUTE • - 73 -• POST MlLE TOTAL PROJECT - R4.88/R6,2 • +0.91% -l--~----~ _____ _:._ _____ c__ __ ~_:._ _______ c...;;;:..====~--'---c-----------~-----~-c---------1 ~ 13+57 PROFILE GRADE ALONG NEW FLOW LINE -· ) 10+46.00' - EL. 50 ... 48 Datum Elevatibh •-CJ,00 • Retaining Wall, Ca/trans Ot~ 1A, H=8'--0"--'--~ New utility· vault ~p (2/86), B.B; .10+64.89 SJ. 78 EL. en a:i 135'-o" Slape paving. See sheet 11 Typical bath ends of bridge 11 .EL. 53.32 NO SCALE 2_74'-o" ' I I side ~ Bent 2 12 .. ca LJ ,,,,✓,,,,,,,,--- ~--=::::r Abut. 3 ~ Approximate O.G. at left edge "f bridge _, 13 See Gir1:Jer Typical Section for Bridge General Notes ----\ \ -,f~ A,#5L5 /,V ¾'¢ PA7L&rP JIC,LE Af;TJI 5R>XY 4Rot/Te 24"c.;;:. COM#C TG'?l 6V34-f'P£JB - o/t/T.Tlf,e £J~-Z7l/L &,, 1 '-0" _ 20·-o" New Bridge ---- NT!J. Closure pour --~·5 _' -.. o+" ~+~9'--' -_6"--'-' -+--'-+..Lf_.c-J_' --'o=-·-· --~ 42, -o .. <I) t, 0 CHlEFiOIVISION OF _-__ REGISTERED CIVI L - DATE R GISTERED CIVIL ENGJNEER .J,,,/11 _1,j .I' -lf<fq PLANS APPROVAL •-DATE I. W.A. ENGINEERS ____ _ 17390 BROOKHUST ST. N0.100 FOUNTAINVALLEY, CA .92708 96'-0" (Existing ... Bti r;ige) E. ROBERT 11 E,p: 420;11',/8!> i3 WEI-TE KOO ~ No .29:355 ~-3/1 /91 ELEVATION 0 1 2: 1 Slope 5.00' ----i 1 10.01-o---36. 00' -----11 -... 0 -. . . . . - 3.00' UIIE LOl\l)ING: HS-ANp ALTERNA11\/E AND ~T SCALE 1 "= 20' 43.00' 43.00' 7.0' -4 PLAN SCALE 1 :•= 20' DESIGN By 3.00' 5.00' Q (/) <I) ::;; Q -(/) 0 (.) ~ 36.00' a 0 c:i ~¥+~ ("\j CJ> .s: C: <I) l:) ~ 2: 1 Slope 1. o' 10.0' Checker Plate over EXP. JT. See Detail on Sheet 4 3'-0" Closure strip -,. SEE (;tl77l!f/ll •• <I) iE Concrt1te Barrier Type 26 ~ With chain link railing Type 7 0 .._ Q 7 Cast-in-Place Prestressed Concrete Box Girder <I) (.) C: D ... 0 <I) 0 .s: ::;; ("\j I I'-.. - ' <O I ' l[) I , I ' Proposed spread foun~ation ~~ - on native grade 13 I \ \ \ i .i @ • ,0/jT."11t, & 0 ·-· ~ ... • -~:l TYPICAL SECTION 0 0 o::i .,,. 8 Indicates point of minimum clearance £.B 13+38.89 54.28 [L. f Campus Drive ond SR7J stationings are per As-Built plans for Campus Drive Overcrossing Ca/trans Contract 07'.:.:074584 Checked V.H. checked V.H. T.U. Che~ed. 13 U TILi TY /OEN T!FICA T!0N SCALE 1''= 10' empty utility opening 4" utility ducts ( exist.) 5" utility ducts ( exist.) 3" steel gas line (exist.) 3" communication conduit ( ex.isl.) 2" sprinkler con tro/ conduit (to be removed) 18" steel water line (exist.) 20" steel water line ( exist.) 4" conduit (e-,,:ist.) 5" utility duct (3 total) 2" sprinkler control conduit Standard Plans Doted Jon. 1988 A62-C B0-1 130-3 B0-5 /30-13 B3-3 B6-21 B7-1 -B7-6 B7-10 B8-5 B11-30 811-52 Bll-54 814-3 Excavation and Backfill -Limits of pavement Bridge Details Bridge Details Reviewed for • Aa BUIit • Bridge Details and Approved: _ Bridge De ta ii s HP V P-. M, J~;.;...... Retaining Wall Type 1A IN_ SPEC_TOR ~iiii Joint .Seals ~ Bo,: Girder Details • CONTRACTOR _____ _ Deck Drains -Types 0-1 & 0-2 I. ARCHI T ECT/ A,t ~--~ Utility Opening 1 ENGINEER • --_.::.,.,__,_ -- Cast-In-Place Prestressed Girder Oetai/.sl_ COU~TY/ J, W.A. : ~=b, __ _ Temporary Railing (Type K) ------ Chain Link Railing Type 7 Concrete Barrier Type 26 Supply Line and Communication & Sprinkler Control Conduits ( For pipe or conduct less than 4¢" ) Remove existing wingwa/1 structures Remove . existing barrier.fencing and sidewalk Fill e-,,:isting Type 0-1 drain box with grout to the base of deck refinishing work Indicates Type 0-1 Drain Remove existing. retaining walls Relocate existing control panels by others Pa.int ,"Br. No. 55-533" Paint •:.r::ampus Drive 0. C." B81DGE '.NO. 55-533 .POST MILE : ORIGINAL SCALE :15 IN INCHES C.tJ • 1FOR REOllCED PLAN.S;,;-,..,...,,...· ....,..._.....,..._-:c_o_r--_---'-__ .;,."~...:2:... __ .: ___ .=-3-__,,_EA ____ ,... ' ~-' ' -<·.:' -~D-isreg.qrd µ,rihts. ,p~p~Jn·~-; -:_:-e :·:. < ' ,,' ' . ',c·;.-,-,.-:r '•.-, },.,, -·j ---- Contrai:;tor shall field dimensions m arerial. •• verify all controlling before ordering any __,;-"-Standar'd Plan Sh~et. NUrribf;/t . ----1-'~. Detail Number ,,,, ' •. ' ; NOT£: For new water line and structure relocation around. abutment no. 1 see drawing C JO of the project drawing Trtled "The Widening of Campus Driv.e and Irvine Avenue from 700 feet South of Bristol Street to MacArthur Boulevard 1.2 miles" I • I I \ ' • I ! ' • ! ! -- / For additional utility work in slope see sheet 16 I . I I I I I I I I I I I I / ., I I I I I I I I I I I I ~ c:: ~ _ mm!NOmm•N~m "<t-...,._ .. "<t-'"it I") I") "") ""l _:;.·~ 'I .!; i ,..., 0 ' I .s E '\ ·i ! 0 " .. . E 0:: ' . ··'4'. -~~,c• •• , --~P. '.;.:t)\~. ·.: "' ~ , . ' of New DECK CONTOUR PLAN I I I I Scale 1" = 20·~0" ~ "" :, .Q -J I (j "' <( I \ N <O ~ ' ' ~ ' \ ' I 0 ... ~ '-- ~ '-ll""TTIIIII ~ -;-:S-~ I j 4': t ::flopej I I I I Electric line relocated byRJ ' E ~ '-"I ,-~c.... I I I I / others when necessary 1 I \ \ '-' ~ " I I I 4 • 5f I I I I I I . / • ~., ljl 11 I I ' " i i I ' " §1 (j ~ ~ I I \ I I 5l I I • I i i l,~,. I 5i-2"I I j' i -t-::~:I/ 5.00' / co ~~0 \:/11] : \ l<)i.l_'.+ ·,r I 10.oi---36.00' -"--i~ 3_00 , 43.00' \ \ 43.00' --''-~ / ' ' 3.00' i ! '1 Q.. ~/ ,; .. •.,· ·'" I £. ~1 II 'fl I I • E 'xi11t Meter and Vent Facilities"[_.~• [•f"'J ; >,< I I. I I ¼)I I I / 1 1 c .. L.Bent 2 •·•·· . (To _be · relocated ~.Y 1otters) ·, . ·. ,':::<_:'.~":~ .e , I 11~_..Jl+,J--., 61-+--1--I...;L / \ \ I . • '••. • , ' ' • 1,i,ain)'' '![le.} , :J1 :· ' u~I I -I • : i ..1 £(TO Ri , ' .,A. I._ .. ·-, ,I (l" I <o Cam .Sta 11+99.88 , te 1s 252+29.67 I .., ' \ ·1-r·-• • , !'t't I ... • j ! i : , . . ;c · ,;, " i a ·-, E(Pxistting ~WO Met)er Station ~···· ~. ·/' :~II. J., °"i IC. Widened Bridge . • ro ec( m place i· 0 q:ir.:nY '"; i +: , i I I f i I . i i :·, • • '4' T. • • • I I l"'J , Exisfirig £9.D£: 'ygylf'.:TE . _' l, :/ ;> -~, • '. 161 _II I / (To .b .. e~l ~_ar_~~{i!~?te:' ~ne -0' , ~ ;,<5 , : i \ II ;H} : / ·1 • ·,. I l, I I<). I ' ! ' ' "' '• ':/ I . I !!' I :~~j"· E·· ~ ~-~',' ~~ j_, \ II~~ II a.: cf I ··.,..1 I · ~ .. '.. ~~ v,.-w w -·tJ: i • w • • "~:· '1 · · : ·g! o ' l 1 1 II 1 • l'• (, 4'-6'~;.,1:z •. 4'-6" I • T<l~ , ,:, __ , __ : ·-·-· 1 ~i ~ i ,l_,IL...1-I-l-~~l,-..JI..L,.---t--..c.L. Campus Dr. / ----~r:-~~1---~~r· , : oj '1: j [ :r-L.I ...L..-+ · ! ~ • :>. ,,f , , ' [ I : 'I I 1 : Notes.: Existing Utilities stjown bn this' sl)eet are approximate locations, Contractor shall conduct pot hole exploration to confirm locations and depth of critical utility lines prior 'to excavation \ I I I I I I i I I i;;;, ? : I I I I I, I. I -~ I I I I ~ .I:::. I [ t I I I I I I I I I I , i I I I I I · . · , ! I I I I . • fr "T'T !'T I I ., I •• UTILITY LEGEND Southern California Edison Co. electric conduit I I a 7 J, I I Southern CaUfornia Gas. Co. 16" high pressJlrel I I " '1' J I I . .. gas Une "' 11 I I 1. ;:: i c:, I 1 ~ I -.:C-MWOW -Metropolitan Water Disfrict water line II I I J. I I '"' I I I ~ )__ NBW ·· City of Newport Beach water line 11 I '.;,' T I I oi I I I I • ·-::. SD ••• • Storm drain. pipes cl. ~ 1 I I I I I I I -,-w Misce/laneo!Js water lines r I I I I I I I I I -.. --E ...... ·-HPG __ :·MCW -:-Mesa Consolidated Water District water line "··,·--T -Telephone line New uU/ity /;>ox .and facilities PHOTOGRAMMETRY AS OF: N/;l. DRAWN ' t;::oJ_Tnms. _structures_.P,ro')llct Reiriewer SURVEYED TRACED .•• 19, IJ6S '• • /-3d ·8'1 R~!.,tered Civil -Engine.er -·No. By R. FRANCIS FIELD CHECKED By • CHECKED DS .OS0 2139 (2/86) . I I .(: I (J I 0 I ., en I ~ I '-0 I ~ ., I ::z I ~ I I I I I RJ By N/A By By I I I N 548 081.06 ! '7-· -L,,_I ~ ,I I <o I E 1,505,782.83 I ""· I _......,-.---;-' -.-f'--' ~.1__-1. 21.5 <o .I ,.. 'fl ----,---~, °" ·----~ + en ,N I ;i; O~O' 4 7" Skew _'T 21.5 Exist. I<) I I<) Camp. Sta 11+99.89 Rte. 73 251 + 72.17 ' 1---' N . 548,04jJ§'Y'il\ E 1,505,826.46 1. \ ~ /l·\ -1 ~ (Exist.) :-( f \ ·· .. • . ( I I I ' ' l ~--. ·t-tt·~--~ i (Exist.) /· ·I··· \;-i-'--' · · I, 21'-6"1! --j/ (Exist) \ i-- 1 I "' Sr 0 I \ FOUNDATION PLAN Scale 1 "= 20'-o" Checked DESIGN By W.K. DETAILS By AM. Checked QUANTITIES By TU. Checked I \ \ \ \ N OJ I I I I I I I I I l~¼~ki~tJ I I I I I I 7T i \ I I I I I I I I I I I I I I ! I I \ : I 2: 1 Slope I I I I I I I \ I : I I I I I I I I I I I I I ~·icofg:;:: I I I I I I I I I I I I I I I I I I \ 1r-!-+ll1 5.oo· 11.0· I , I I I I I r 1 'I I I I 1 1 1-.-_I<, I I J °" I I I aj I I I I<) I ,I 1 0 36. 00' --,----i,.,.._,.. J I I I I I 1\0. o' I I I I I o I 0 "' ., _ _J_ __ ,_~:;=-1--- 0 -"' 8 \ I I I I I I . 1 I I 0) I I \ 111,1 11 cn1 \ : : : i TT ~, .;.ii ~R--J.l ,,£.QLTlJ;JJ.Lll'L ·-·"t'· I I I ~ J--l.1-1:-+~~1¥'-f---:-1~ , \ ll I I 1;.,., 'col I \ I I I . 1 I ,-;....,.. ..... \ : : : ~ 1 I 6~~-.. ~ \ I I I I I I I I : ~3" \ g, -L( . ....j.1111 ·;,. cii I ") r~ I I I I t +----I I ; ! ; '<o ~ 10.: a.: 111 11 11~11 ! "'°' Lei Lei I I I ·-I " c:: 1 1 1 1 1 ~~I I E] 1 I 1111 11'1 111 ~Gl.:::. I I I I I ·'++<I J ' I ' I I i 'TT I •. £:i '"1 • -~-N 40' 39' 27' E Const.~, i I . I I : -~: \ N 40 ' 39' 10';[· Caltrbns As'...81 t·rr : c:qz~! -- \ . I I I I I I I I •. ~ "5 : V.H. V.H. V.H. \ I I I I I I I I , !~, I I I I I I I I I ! \ 1111 ... ....._1 I I I I fo, t; I I I I I I I ~ ·x I • \ I I I I • 1'Sj-.I::'. I I \ I I I I 11 11 I I ! I I I I lc+t-~1 I \ I I J I 11 I I I , 1· . \ I I I I . '+-I I ' ~ I I I ~ • V("f' T T 7 "' I I I J 41. 90 11 I I ~ ::// ~ it J, ~ ; "' , 1:, t ,i. t t l' I I "') /'l')~~-.:t'-'f- j.21.51--Denotes Bottom • of footing elevation ---Jo ---Original Ground Contour (per AS-BUILT) State of l CALIFORNIA , 1 DEPARTMENT OF TRANSPORTATION ■ Indicates even foot contour . Contours do not include combers Con tour in tervol = 0. 10 ' I I I I I BENCH MARK SKEW < 20 • JW-17-86 ELEV. 53.797 ·3" 0 f- PLAN -.: . . DIST ,. : POST MIL[Sc. •• SHEET TOTAL' TOTAL PROJECT NO. • SHEETS 12 ·REGISTERED i'.'•)'\}--\' ','. • J~ :~~/ /<?8~ • PLANS 'APPROVAL DATE R~.88/R5,2 4 CIVIL . . -__ ; ,;,Jlt ESS/ 2· . WEl.-,TE KOO 29355 a::: No. txp. 3/1 /91 1-1/2" SKEW> 20 .---.. r;Jalvanized Checkered PL 3/8 X 18 •• 1/8" Gap 1---~ 10 '.c..' ---l Join t Opening to match Deck Joint Width 1 /2" X 2: Fla the.ad Cap Screws . with insert .assemblies (Gal,vanized) SECTION A-A Note: Detail bolts to miss utHities when present in sidewa.lk,s. 3-3/4" Aluminum disk stamped JW-17-86; from centerline of Runway • 1L-19R, proceed ± 0.2 miles southeasterly, to set cop in northwesterly Corners of drop inlet · structure; 74 feet southeasterly of southeasterly • .. airport perimeter fence, 49 feet from northeasterly corner of new airport ·. ------------------------- maintenance building, flush with surface df drop inlet struct.ure • f • 1 Re"i.we• for • At liullt • • ' BENCH MARK BY CAL TRANS AS-BUILT RECORD 250-A-78 ELEV. 51.80 Found chis. □ on N.E. corner of base of Exxon Sign 61; South of (£_ Bristol, 60 East of ([ Irvine Ave. BENCH MARK EQUATION Bench Mark 250-A-78 is 0./00'higher than Bench Mark JW-17-.86 ' •n-. A11t1r•"••: . . f .H PV ·" .II. .•.• J~"",._. : lNlt~EC'FOII /<C -' er ., •..• • •• •· • . CONTR.ACTOII .. ,••.· .. ·. A.RqttlTECTl .•. .·· • . EN<31N!EII •• .. •• .• •. &f · ~~ ·• 1 ·. COUNT\'/J~~.A. 2)-a½,, ._J.,....,.:.__ • ,-• • ' ,, ' • ' • . /2: ' ' ' ' ,. ~-• • ' ,' Contractor. shall verify all contr,olliryg . ,. •• Field dimensions before ordering any '· • . mqteritiJ; • ./ :~ ;:·, BRIDGE NO. 55-533 CAMPUS DRIVE .OVERCR.OSSING WIDENING ,. . . ' . •' ,, . . '' POST MILE R5.6 • i ·-"-; i ·--';\ '_.:-,i,. _ _,,;_, __ ,., ___ ,, ·----·· .. I ', ' r r t I i..• ~ 11,06s · 1-30-ese; ,; _l~i').Ql$ttrl!!d Cl\rll EnglM..,.. N<'» 'OS ,OSD 2139 (2/86) I ' I ' I NOTE: For Section A-A See sheet 6 Portion of r· , ' For Section B-B See . this sheet Existing wingwalls ~ .,, ' For Section c-c See sheet 6 to be removed ' see detail 1 For Section D~o See this sheet Abandon existing 8". PSP Cap Existing CSP --- Ori// & Epoxy Bond 2 # 5 Dowels in existing wall @ 12" 0. C. (1 # 5 in bockwa/1 only). See Detail on Sheet 6 ' ' ' 8" PSP continuous behind wa//s Cap End ---' J" r "1ngwal/ loyoal line ,,,.---New water meter vault /.L, See Owg. C-30 ' ' i ' I ' ' ' I ' ' : ' f i j I --l ' ' j -C"J--Remove entirely e.xisting concrete retaining walls ' ' • • i r· -,-----. -:- '-c-----. ' -===::J I -----~ DIST 12 New Retaining Wall Ca/trans Type 1A, H=8'-0" ~; ~ COUNTY ROUTt 73 .. • .R4.88/R6.2 . PLANS · APPROVAL DATE \l:OFESS/ ~-·\\. • .• WSl-'-''TE KOO . ,, N<>. • 29.3.55 .. Exp'./ 3/1 /91 Cl VI '· - ', OF C , -----~·_; -----,,.. : _____ -~-: . --.--~l---:·· --~-----½-H--+l--+-41Hf---c++-f-+>---l-l+-+-IJ---I-H+----Be'orincj-----·-------- f Bea,ing IT -Edge of Existing Foundation Edge of New Footing Edge of Cap -~-~ 4 7'-3"± --------------~-1 4 ·-o" ... -Typ. N 49' 21 '20" W "!-~--Mt---For continuation of drain 6" line; see sheet 11 14" x 20" x 1-1/2" [lostomeric pod • with 16"x22"x. 064" gafv. sheet on top Coat top of pod with grease. Cut 6" off face · of existing concrete footing ----+---9'-9" 9" 20'-9" PLAN Scale 3/16" 57'-6" 1'-4"± '_j 3'-2" Saw cut edge of existing wingwol! 10 i i See Detail Below Drill & epoxy bond #5 Smooth dowels .@ 12" See detail on sheet 6 full height Footing s.tep. see detail on r I I / J'-0" bock wall @ 2. 00% ' I , , I sheet 6 for re/.r:Jf-orcement -----L .,,,t:i==-,~- Existing · bottom of footing elevation --i,9.40 ± Remove 6" of existing footing Drill & epoxy bond #5 dowels per detail on sheet 6 Slope toe key away from existing footing 1 Abutment seat of Bearing Pod. See Detail below Undisturbed natural material 0 0 28' -0" ~-Chain Link Roiling Type 7 8" Diam. Pipes Bo ttom of new foot ing ~ Bottom of toe key 36.32 ' i ' ' ' ,..__ 8" PERFORATED PLASTIC PIPE. CONTINUOUS BEHIND _WALL&::, Paved Slope 8" Drain line; See Detail on Sheet 11 IL-----New water meter box ' WINGWALL ELEVATION Scale 1/4" = 1'-0" #5 @ 12" I~ Off deck sidewalk see -~54 ~ Finished . grad f J" "V" Groove Match Slab Slope on Bridge • • Face . of slope at wingwa/1 Reinforcement for L= 20' .I • f'--. ' ' #4 Cont. 25 ELEVATION Permeable Material ~ ! See G§9 I • • 2" Cir. Rolled edge. See Slope Pa vin det oifs-,fu/J slope sheet # }L. Construction Joint 3" Level 20" 3" ..______ E/ostomeric Bearing Pad 1-1/2" Expanded Polystyrene ELASTOMERIC BEARING PAD DETAIL Apply 2" Grau t over all Exposed Reinf. in Wingwa/ls on Bond Enhancing Epoxy t ' ") . I .S -;._ ::::; 3-5 I I I I I I ----y 8 ' P£RFOfATEO PLAS T /Ci;? , l PIPE€' Saw Cut Existing Wingwalls ·&:::, In Its Entire Length SECTION 6" Earth Berm(min.) Wingwa/1 , ,, • /" 2: 1 Slope ""' ' - ----For Retaining Woll De tail See (§) D -D DETAIL 1 Scale 1/2"= 1'-o" Rein force men ts ~--II"'-,-_ See ~o~j Wingwolls • Layout Line • • • 12" ·•SECTION B -B Scale 1/2"= 1'-0" Scale 3/8" = 1' No Scale Scale 1/2"= 1 '-0" DESIGN By W.K. DETAILS Sy A.M. QUANTITIES By T. LJ. Checked V.H. Checke<I V.H. Checked V.H. 'ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 1 2 , 3 jbAS-Btl!LTS I BRIQGE NO .. , Pro'jllcl 55-fiJ3 POST MiLE R5.6 ABUTMENT 1 PLAN, ELEVATION, AND StCTION cu 12 208 EA . 112320 Disregard prin.ts··•bedrr'ng_ earlier reviston dctes _ __.,_ 3·//·91 REvt.S10N-DATES (PREUMtNAR':.{ ·_§1 AGE oNL Y) • { , , DIST COUNTY ROUTE . POST MILES TOTAL PROJECT SHEET TOTAL i NO. SHEETS . ·r-B. • : . ' . • • 0 Note: For section B-B see sheet 5 r Wingwa/1 layout line 3" · Cap end I I ,,..-Remove Existing wingwalls / . per detail 1 on sheet 5 I I I I ' 8'' Perforated Plastic Pipe continuous . &,hehind wa,fls Cap end Drill and epoxy bond #5 dowels in abutment walls @ 12" o/c , see similar detail on this sheet. 1 # 5 in abutment backwa// only .. .,I '£1' 0, Cl c [i 1 t:' ~ 01 0, ' ' --JJ ' I ' r-~ _ ........... .. ··--· ···I N49' 21' 20" W'fh;:==;==tt==~~=;====tt=:::==~lt:t:'--: :.-=-:.:-··-·-· ------.:.: =::..::: .:.:~ • ..I ---···--... ---------.... --• --j .• -----........... - • -t·aeCJring· --1+-r-!t--'-+il,,::-l::Jjf---HJ--~----iL .~•-. --------~ ---~~-----~------~-·-· __ -_·· ---;· __ ·_··· ~·-· :_· 4 _·. 1 : ___ • ~----~.I --=--• ------~---· ~. _ -·:-~-----_·-__ -_-"~--~---__ -· L.1.--'--,11-· -ll:ld.-4-,--0~,,+-1---4::f-j---JL--~:--Ed;e' ~f .existing ; ;. s.i .·--~~oting p;oj~cti~n ! ' (Typ.) -. £_xi st. ~ooting __ to_ be rf!.rn_ove_~ --I Edge of Cap .__u.v 6" 9" 20'-9" <I) O'\ " -· ---______ ,. --------· -------~----·-1--·---- 14" x 20" x 1-1/2" [lastomeric bearing pad 16"x22"x0.064" ga/v. sheet on top. I Coat top of pod with grease. , For continuation of drain pipe, see Sheet 11 I 10'-J"---1----Face of Existing abutment wall and wingwalls PLAN Scale 3/16" = 1 '-0" 47'-3"± --------------~-'-' 7 ' ·~ I Regular Wingwa/1 ------1 Reinforcement here 2'-0" #4 @ 12" J -1======--1L1~ 6" <ll O'\ #4 matching longitudinal * Dimension shall be adjusted for initial shortening as · direct.ed by Engineer I MR -~ ... , ~I ' Expanded Polystyrene · -t---~c:· I I .· . . <ll, Face of abutm.ent Bl I • • :,, Exp. jt. fillet; Min. 12" wide ~ ~I I I 5-#6 @ 5" Cont. . I ---c. MAX &! I #5@ a jr7k #5 @ 16" each way! _) #5 @ 8" J' Min. Level Fill at Face ·4 µ.: 1,1/2' f 2" Cir. # • ,@ B" X. J " • • I I I I • • • • • • 12 ORA ' ~ •• . -• r ·~. 73 R4.88/R6.2 6 '• CI VI • OF C~ clear waterstop Abutment Bat:kwal/ to be poured · after prestr~ssing is complete . Const: Joint #5 @.18" Mox. YJ ~-8" Perforated · Plastic Pipe£ Elevation level with berm · J" Cir .. · • #6 @8 . 2" Cl~r'~· _-,-e _ _,. lc...•'· :• • \0 I rebprs in retaining wall footing #5 @8 • ' e::.71====t~~=;::J=· "::C::lr::·_ ::::::::¢:• ==#=1~ @~8~. -,-J-' --4~ .. ...,t"'--.•• JI 4'-6" \0 I . Retaining Wall Footing ") ! • #5 @ 8" #5 cont. (Tot. 20) 24" 12" [J m ADDE:D, REBAR CALLOUT.· 2 # 4 #4 @ 18" 12" ~ 4'-10 1/2" - Abutment wall Footing CL Footing ~I "' ~,---------,,.---------'----- I~ SECTION C-C SECTION A -A Jlevtewetil fer • Ae &ullt • anti! A~.r•v•d: ... 57'-6" ____________________ __., O'\ " ' ~, I i [; " di i Saw Cut Edge '----~·Slope Bpckwofl @. 2. 00% • ' ....... 9:t _£xisting Wing wall ..L--~....,2005L..:l---...... .a;a.9-~------n,f' -... •·-L -........ ,. • •• ·• ···-. ---c.-Dri/1 & epoxy bond dowels \ . • B" Diam . Pipes-+- Bottom of New 1ootin. g I 40.82 -r---~~f----------,1,W '--------+--------✓ CJ 1 Join saw cut edge of existing footing Bottom of To~ f" 1 , with 2-#5 dowels @ 12", see detail • · ~ Abutment Seat '-.__ on this sheet • • at Bearing Pod See Slope toe key away Detail on sheet 5 from existing footing . ELEVATION Scale J/76" = 1'-0" Existin .s ~ ' en 18 I I-! ,(..J -I I I I I ' I I I ' .. I Bottom of Footing £/ev. Scale J/8" = 1'-0" Remove portion of Existing footing ·------._____ #5 dowels @ 12" #6 @ 8" #5 n #6@ 12" 12" ________ __, See Section A-A on this sheet . Regular footing reinf. Scale 1 /2" = 1 '-0" ~////, ~ Soil under existing footing shall remain undisturbed during excavation; Area of over-excavation shall be backfilled with Closs C concrete FOOTING STEP DETAIL Scale 3/8" = 1'-0" 1"¢ HPY P ,M. . • .i 1~4 •'-"'.,.... • INSPECTOR '. '~ / ~Y~•" d(dl( Cc»f tRAC TOR ------'---- .,, ~~a:::iEaT'&?·. ~--i ,;.,.COUNTY/J.W.A •. ·~1r <·! • ~ -,'>: ~-~/ Drilled holes #5 dowels ~ - 25 I r .. Contractor shall verify al( con.trolling fi~ld dimensions before ordering any material. 1:;,~~.,2·~~.~ .. 2:c=,.=, .. ~.-.. -r= .. :'_.~·(?.~r; •.•. i.:;·.~;.~.-· .... ---~7----------...;... _________ --______ .;.._ __ ....,...tDE~S;.IG;N;--"'.'"'"pai;,~£:-_·:A~.G~.---...;..----pch~e~ck:;;ed;---;-v-;_ ~H:.-...,..-----7-----c:5;";f;:a:f;::e:-.-:-:o:s,-. -----,--ra. -;_-:-.-:p,TJ,);.;;:---------rr~/AJB"'·~R~~~·=:~~;B=-E~{/,-':~L~o"'T::.'-G::1---------------;;. ..... ~ .... --,..--~------.;.-..... .2jtJJ. f•[!~iI DETAILS By A.M. Checked CALIFORNIA 0,.,,. '"''""' 55-5JJ. CAMPUS DRJV£ •· QV£RCRQ$S/N'G -Wf{)£N/NG •• c~,1•p,)\ .,:-:.::::~~ , _ '0 87 ®""" ,, rn "~-: : DEPAJUMEtrr or TRANSPORTATION ....!.U!f._ _ r-R;::::-;~~:;-;:;:-;:-r-;-:M:;;-.,L-;::-E --1r--A_B_U~TM'-.-£-N-. _T_J_--'--'. • ...... P_.:··.··.=-L'-A:...N.,.,.,-=-·--E..;;L+E-v:.:..A'""·•··· .•. •·.;;;;.r,..:..:c1..::.N..;.. ·.;.;.A...,· .:..:N.:::. D..:: •• •• ::.s::.:i• .. •·~.::..,.:...::C:.a..F ___ Jo.;.;.·.·· .. ---N---·'.;2;,"..::.··2a• t :"Jfft::W,,l,, ,7:, ORIGINAL SCALE I.$ IN INCHES CU J 2 208 1--,,_,.,-c~...,-'-i-'REc.:.V:ccl;Sl""ON=DA::cT!?Es. (PRELIMlN~l!Y '.STAGE ONLY) • FOR REDUCED PLANS O . 2 3 • EA 112320 \ Disregard prints bearing earlier revision dates -~- 16 #11 Edge of Deck J Q) Q (_) ~ ~ 0 I . 0 E -0 (I) l ~ (_) -~ 0 cu Type 0-1 Drain ~---- Per Detail ~ #6 Stirrups ,--'--------24 '-6'=--' ______ -J CL Column ,--_I (New) , \ ' 0 <o I I . t<) C'\j ' I' I I I I _) --- <o I . C'\j Closure strip COLUMN CAP PLAN Scale 3/16" = 1'-0" ' \0 I . ~CL Existing Colummn I l] ff FI @ 12 6 2 I -sets sets I Closure pour See Detail on this sheet . <o ' I t<, "I-@ Additional tie rein f. around ourside hoop; see Column Section 8-B on sheet 8 See Column Base Detail to right t Extend Spirals in to Footing ' <o @ 3 .. 0,C. . \-\.l+--1--~=H-Extend Spirals into Cap @ 3" 0. C. I I / I 26-#6 X 20'-Q" Regular column reinf See sections A-A & 8-8 on sheet 8 4'-2" (Min.) ~#5 @12" ± all around Column (Typ.) ELEVATION Scale 3/16" = 1'-0" 30-#6 Eq.Spa./Ea. Way (Top Mat) r-----·-----·--- ----•----·- ' ' ,'_,,--Existing Column 30-#11 Eq Spaced. each way@ bot. face I ~ Existing Column • Footing --,---~ 0 .I t<) C'\j ' <o I FOO TING PLAN 2'-3" ± 3/16" = 1'-0" • (Total 3) ------------l_{ Bent 2 __ ' 21 '-6"----~...,.1 By Checked DESIGN W.K. By Checked DETAILS A.M. QUANTITIES By T.U. Checked as prestressing d V.H. V.H. V.H. DS OSO 2139 (2/86) ORIGINAL SCALE IS IN INCHES FOR .RtDUCED PLANS • DIST 12 Limit Of Br Det @ and distribution • f rein. 12-#6 ~ 12 + • . );.-,-.~n COUl'¾TY ROUTE ORA 73 POST MILES TOTAL PROJECT R4.88/R6.2 SHEET TOTAL N. SHE TS ·7 · 25 REGISTERED ENGINEER -CIVIL )_;4;!1 Yl'l , If 19 c.,, WEI-TE KOO i3 PLANS APPROVAL DATE ~ No. 29355 Exp, 3/1/91 CIVIL 3".-i--Zti 7-_:. J" t<) ~.s /#s@ 12 '16-#11 Cont. I~ I • • 7" Cir. " I / 6-#11 Cont. Placed as high ' ucts will permit / / /~ ' ~ - • \/ • • • • .,,-, ~ l-/ ' V • ,_ l • • • . • 0 "-' ! ( #5 ~c @ 12 l.l"qj .s Q'. at col. only ~--' '11s o:) 0 ~ ""o·u T #SR r i-------m1t pper , rans verse ein . ·- BENT CAP Scale 1 /2" = 1" -O" Bridge Soffit , -~ --.--L--+----.---.- ' 0 I . <o C 0 ·-' -0 (_) Q) I (/) . ' '-I' 0 (J IP/ I ·--. 0 , o:) .Q I 0 0 I I ..._ 0 '-I' Q ' I COLUMN ELEVATION Scafe 3/16" = 1'-0" State of . CALIFORNIA DEPARTMENT . Of TRANSPORTATION -'111-'f> R~lstered 01;,,n Blg&,eor N_o. cu 12 208 0 1 2 3 EA 112320 • • --• • ' ~ Stop dist other tra 4" Fillet ribution rein f. and nsverse rein f. -2" Cir. - • #6 Stirrup s 11ur1 See Eleva tion for Spacing 4-#8 e ach face (Total 8) 6-#11 C ant. Stop Bent Cap Reinf. #6 @ 12"x 6'~o" T/B to Match Reinf. From East Girder· Note: For Information Not Shown See Deck Closure Detail Sheet 9 CLOSURE POUR AT BENT CAP DETAIL Scafe 3/8" -1'-0" Extend spiral reinf to full depth into footing Bun&e C~umn Re~i in Vertical Layers • C E ::, 0 0 .J (j Regular rein f. see Footing Plan on this sheet COLUMN BAS£ DETAIL Scale 3/8" = 1'-0" • Contractor shall verify all. controlling field dimensions before ordering any material. REVJSJQN OA'fsS (Pi<El!MINARY STAGE ONLY) Disreg_ard _prints .b·ecring earlier reVision da'fes -.------- ! . ' • i t , t·. r i ,, . • f'. t ' * . [. t >.;· t ! t I , ·-. . .• I . •. •. {9, 066 :. A4~lttltt'fd t!¥1 .E~O\f'ffl' .... o .. ,-..... -- R= J'-0" (Min. R= 3'-0" (Min) CL. COLUMN ......--Deck Drain ~iD ' I Bend as necessary to clear pre!,tressed ducts & cap j 6" dia. x 0.135" welded steel j ~ pipe @ CL of column ' I ' I ' I ' I . I Finished Grade ' DECK DRAIN Scale 1/4"=1 '-o" Start of pitch when weld is used .. lo anchor spiral unit -~--< Run off end of bar {11 112,. as shown Oirec t ion of Weld 7 -#4, #5, &#6 reinf only 12" m in. lap length Note: Flare weld to be made in direction shown WELDED LAP SPLICE ANO ANCHOR _Start of pitch when couplers are vsed . ta anchor spiral unit splice cl ip shown for example only #3, #4, & #5 reinf only Bar Diam. (Typ.) MECHANICAL LAP SPLICE ANO ANCHOR -J 0 Main Reinforcements Spiral · shall terminate at location of pipe opening. End spirals in a 135· hook around the main rein f. SECTION C-C No Scale • 0 • I If) • I ><. 0 E 0 I 0-, • <o I ... ' <o I ,t CL COLUMN I ' ___ j__ I ' SECTION B-8 Scale 1/2"= 1•-0• ~---< 75% pen min Run off on bar as show Notes: 1. 2. 45° ~ Direction of Weld 4 1 /2" 5" lap bar Bu It weld to be made first Butt weld to be in flat or horizontal posit ion. 3. Lap bar centered on splice. 4. Flare weld to be made in direction shown. 5. Lap bar equal in size to spiral bar. VEE GROVE WELDED SPLICE CSnme ,;,., spnc.hg nnd mnle,fol CP )>--~\ l_ as sp:rol shown on plans. . Individual hoops, made continuous with 100% penetration welds, may be subs ti tu led for spirals. BUTT WELDED CONTINUOUS HOOP BAR SPIRAL SPLICE & SPIRAL ANCHOR AND HOOP DETAIL DE:SIGN By W.K. 1-30·89 DETAILS By A.M. • .QUAN Tl TIE: S By T.U. L Check'ed V.H. Checked W.K. ORIGINAL SCALE IS IN INCHES ~ .· ' • . FOR REDUCED PLANS 0 State of CALIF'{)RNI A DEPARTMENT OF TRANSPORTATION 2 3 cu EA .---5/8"¢ Spirals, See sheet 7 for sp(/Jcings 26 /16 Bors 26 #11 Bars 26 #11 Bars #5 Ties @ 12" Around j6 Longitudinal reinforcements <lJ j.::: . ") Begin parabolic curve sp iral reinforcements • 0 I If) Main column reinforcement • <o I "' ' <o I "' CL. COLUMN DIST . COUNTY ·.· RQVTE 12 26 #11 • Bars .------26 /fl 1 Bors ORA 5/8"!1 Spirals, See pr13vious sheet for spacing 73 SECTION A-A Scale 1 /2"= 1 ·-o" \ SPIRAL AND Tl£ DETAIL BRIDGE NO. 55-533 ._ •• R4.88/R6.2 . . POST MIU:'. R5 .6 BENT 2 MISCELLANEOUS DETAILS ; . i2 208 112320 . .. . . Oisreg·ord prfrHs be.o'r'in.g· eClrlier revisidn d'6teS ~-1 ....... C I V I L • . --------• or c~ . . . {.c.,.\Y.;•c>l -.. , I . 20'-0" 14'-o" "-' C.J. (.) : o::i ft; _l_ .. ; ;• * . { · 1 07l 1/4" p: •. ~· ~---+========J.~l:t· =="4---~--::~ I I l!,1,-? c__~~. =¼~~ [xisting Bridge Mounted sign relocated to new bridge Anchor · /Jolts see de.tail on sheet 10 Bracket sho/1 /:,e modified {o match the overhang o.f the new bridge per details shown . on sh.eel 512. and S13 Locati,on of . sign sh.all be .as direcfed by the [ngineer . 2'-J' \ 7,, Drip groove (2 Pl.) 12" o::i . "' .. 96'-o" [xisting Bridge \ J' -0" Closure Pour see deck closure strip detail r---+--.. 4" Fillet \ ( Typ.) 2'-J' 1 '-0" TYPICAL . SECTtON * Exterior girders flare from 12" to 18" at ends Remove existing Concrete Barrier, Type 6 Fence, sidewalk and utility vaults·~ #6; S= 1 J" Placed per B0-5 s~15 2 X 4 Cont. (fi!J canst. joint 5-2 • -~ .. -l -~ ·7 62:, J '-0" Cl P v -asure . our • .. ' ' i..: G : 5-#4 T/B Remove deck along straight line; protect all existing transverse reinf (#6 @ 13 T/B) in slab to be lapped with the reinf. in closure pours. Refinish Bridge Deck 7 6" min. from edge of sidewalk Roughened joint ('\j 12· #6@ 13"~ Continuous in Closure ' pour J'-8"-l * * Bottom slab flare from 6" to 12" at /Jent No. 2 ® F a/sework shall be released as soon as permitted by the specifications: Closure pour shall not be placed sooner than 60 days after the falsework has been released. B11 ~54. 3-#5 Cont. 2-#4 ·cont. B-1 #5 Stirrups~ 2-#6 Cont. Rein f. In Sidewalk See J-5(1) Openings For Future Utilities #6 cont. (6 Tot.) J-#4 Ea. Bay 6-#5 Ea. Bay [qually spaced @ See Sheet No. 10 @34 2-#6 cont. • 1'-5 ".typ. ---~ #6@ 13" '~ B?-1 8-1 • #5 StirrupU s~ 1" Min: Cir. Typ J" Max. Cir. · • #4 @ 9 .. __ ____ #4 @ 12" #6 cont. 7 /bay #6 cont.~-. ~ #4 cont. 4/bay -._._ #6 cont . #6 cont. v:mz;,j ~~ -i..: t-''-.b-e'l_o_w-.:-b~o7tt'o-m":c--1 -G trav. reinf. #5~~[B S ·s= 21" S-2 PART TYPICAL SECTION@) B-1 Scale 1 /2"= 7 '-o" CONCRETE TYPE LIM! TS Not To Scale Structure concrete bridge. Structural concrete, bridge (4,000 psi @ 28 days) Structural concrete, bridge footing (4,000 psi @ 28 (jays) See 8-5 • DECK CLOSURE STRIP DETAIL Not To Scale · #4 @ 4 E/W Gri!lage steel both ways, Grillage to be extended 6" min. beyond bearing Ff. __ Restore bent bors & B 2'-5" place additional #5 @ 12" a fterl prestressing ~ #5 @ 12" X 2'-6" bend bar (Grade 40) before prestressing #5 @ 12" ENO DIAPHRAGM DETAIL PLAN ~-4-#7 Eq. Spaced • ~ 4" Fillet 4-#6 each face (8 Total) ,.....--#5@12" LJ \ 12" 12" Scale 1/4"=1'-0" #5@ 4-#8 [q. $paced •~"'---.//" . .· y '-#4 at Ea. • End Note: Regular reinforcements in deck not shown .1 for Clarity SECTION B-B Scale 1/2" = 1'-0" • 1 '-J" I • min 4" Fillet "--.--#5l]orl] @ 12" Max. -1-1...---#4 .@ 4" E/W Gri!lage steel .4H min SECTION A-A Scale 7/2" = 1'-0" 12 OENERAL NO.TES LOAD FACTOR DESIGN --;,.·: POST MILES TOTAL PROJECT SHEET NO. R4.88/R6.2 REG STERED. ENGlNEER . ' ,· JiJJtl 9011f~4 PLANS APPROVAL DA TE ' ,, CIVIL of ES~/ 'WEI-TE. KOO No. . 29J55 , [xp, < 3 /1/91 • 0F C • Bridge Design Sp~cificafion (198;3 A'XSHTO With Interims .··· and Revisions by CALTRANS )' ' • ·•.". . .. '. DEAD LOADS: Includes 35 psf for future wearing surface. . :; . LIVE LOADS: HS20-44 • and alternative and permit design load. REINFORCED CONCRETE: PRESTRESSED CONCR£T[· SEISMIC DESIGN: f'y •.• 60,DOO psi • f'c = See' concrete type Nmits n • .. 9 Transverse .deck slabs (Working Stress Design) . • ·, : . fs 24,000.psi fc -1,200 psi n = 10. • No Tension at Dead Load 3 ,/f'c at Max. Live Load See "Presiressin'g • Notes" Dynamic · Rt!!sponse Spectrum . Method (ARS) Ca/trans .Curve A = 0:42 .g .... Depth to Bet/rock > f5Q Fee'f . -' -FOOTING PR[SSURE ALLOWABLE • Allowable Design (PSF) ABUT, 1 PIER 2 ABUT. 3 ( PSF).,. 4,000 • '5,000 4,000, ,, 4,000 5,000 4,000 Contf actor ,ihall l(erify ah controlling. field dimensions before· ordering Clny .material -(0 I -(0 _I 0) J 0 I I'<) - ~ () z •-'-i:.... -'-' 0 C: \l) _l!J outside edge ll'.l E of girder ~ •. , :J· --,! .£l 0 '<()1a'' (Typ.) / / • 0 --- -~ 16'-o" 0 o,z // 1-·· --·----_ _,_ ··--... ., ·-· ---I • ' ' '. I .. ---..... ,-. ---I -• --·-·---·----·- I // -------· --·- . -·----· ·§~I :Jr-54 '-0" (_) '<( I . . Point of no movement for ·one end .stressing 3" #5 Stirrups -i 2 @ 6" • (j,cJ'(,6 ,· . . ··.~1119_._t~ed-Clvll :Ert9ti>nr N<:i. • OS ,osb 2139 (2/86) I 14'-o" Flare ~ ~ J , --- - Min. Flare - '//// = = .. -·-· -·-··--------' --. '·-----..... -·· --- " -• ._ -·· ,._ . . ----··--·· .... ----- ' ~ -. --·-.. -·· - 10'-o" Bottom Deck -Cap i--14'-o" Bottom Deck Flare . s'-o -~ w-~s·-o· °' ' .s "-; 18" (Typ,);J_ 2 C.L. Column (typ.)~,; Edge of deck Bent No. 2 ) 12" " " . (~--" 0 0 . 0.-, -------------\ '" _j 0 16'-0" Min. Flare-,) 0 •, . = -----.. ,, . -· ----· -·-· -··-· ---·-------··-----.. " .. -----,,. ---. ----.. -• ---------..... --·--_,,_._ --·-· -· -------·--···----••-••Y•••• ---~-----1 ·-· ·-·-· ·-· -----······---.. .. --··-. ---. --·--.. .. ---~------• ~· ·-. ---... --. -----.. ' " --3 0 Closure Strip .. ---___ ,, ____ .... ---.. ---· -·-,-----· • , Existing Girder Webs GIRDER LAYOUT Scale 1" a= 20'-0" 10'-9 1/2" 11 ·-1 1/2" I I ' ('\I 55'-7 1/4" "" " ~ ' -C:' <o ' I z 0 ll'.l I ... -' ... 0 ' -J, I ~ cj ' ... 14' Deck 14' Deck Flare I i<) 0 z ~ C: \l) E -::, .£l '<( / - 0 z ~ d 3." .· . . . Provide 3/4" Hex head bolt • .nut, plat~ washer and lock washer -"l Top of Deck ··- ' -C.L Anchorage I ' C -7 :(;J3>~{::· ~{{:_~--~;:?>· r_ __J -4\'I~ -+t-b-"i,'?~;~~"'-·&~<\:_._?~r-•~-~ >~ ~ n-7 ,;{,'.;:~/;-,:','/,:'. Existing mounting __ j • • .,,-'/;':/ --plate to be retdpped 3/4 •" bolt holes Slot 7 j8"X 2~" (Retap from Exist. _5/8" slot) Sign mounting bracket (Exist.) MOUNTING DETAIL AT OVERHANG REGISTERED ENGINEER _c,'_,,; • · ' · WEI -TE: • K·0 PLA~,(p~cftf[::DATE • No. 293 ~5•~<";, '----------------,----\\• E><1>-3/1/9'il •• CI VI OF C.~ for 1 ½ ,; Lg. galv. "Allen Hea~''. set sere~ ._ .. lubncate thread with 9raph1t1zed grease .· -~· .. . -' . . ; 3" ·Lg. sleeve nut 3/4" Stud bolt Resin Capsule anchor for 3/4"¢ bolt .. ·•·: ·,';,_ .:;: :.:?;;; };.(;f \~·l:,-'.:•-... 3/4" x 8" Long hex head bolt preset in concrete, Total 2 C.L. Anchorage Plate washer and double hex head nut (Typ. all alternatives) RESIN CAPSULE TYPE BOLT ANCHORAGE 0 .--c•. • . ·: .. ' , . J. ''"". ' .• : ,:··: • •• Tack weld Bar --..____,..- 2 112 x ]{x, o·-10" I~ ,i . 0 0 2" ALTE:'RNATE • CIP BOLT . ANCHORAGE •• Balance @ 18" Balance @ 1.8" s s t----12 @ 6" -<'\I CQ CQ ('\I -· - 1§) 1§) 1§) 1§) 'I-CQ 0) 'I----- LONGITUDINAL SECTION .Scale· 1" -20'-o" -. 0 -0 'I-CQ 0 0) <'\I If) r--.. If) ' 0 -0 0 - ·, -----.., -~ __, c_j I ('\I --J --J --J __, -J z ('\I z L. • -J ·s;-~ '<. -. ·-"-.. --"l 0 0... -- CAMBER DIAGRAM NO SCALE DESIGN By W.K. DETAILS By A.M. QUANTITI_ES By T.U. -CQ 0 - ---' I --J $ "l ...., ::i .£l '<( --J c_j •. Checked , V.H. Checked W.K. Checked W.K. ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS · PRESTRESS/NG NOTES 0 270 KS! Low Relaxation Strand: p. k -Jae As Anchor Set 4850 Kips 23. 95 Sq. In. 3/8 inch Distribution of pres tress force (Pjack) between girders shall not exceed the ratio of 3: 2 . Maximum final force variation between girders shall not exceed 725 kips Concrete: f' C 4,000 psi @ 28 days f'ci 3,500 psi @ time of prestressing Contractor shall · submit elongation calculations based on initial stresses at jxj a= 0.84.8 time jacking stress One end stressing shall be performed from abutment. 3 State of CALIFORNIA DEPARTMENT OF TRANSPORTATIOt-l I I 1 2 3 Reolsitered Cl\/11 Engineer ·No. cu EA 12 208 112320 BRIDGE _. MOUNTED SIGNS MOUNTING DETAILS BRIDGE N0- 55-53.3, POST MILE R5.6 No Scale Refer to Sheet _ _]2 __ and 13 for Details of the Existing Type A Bridge Mou nted-Sign. Con tractor shall make necessary Qdjustmenf to the exfsting mounting .· .. · .·. . bracket to fit th.e dimensions .of the new bri~ge OV(;)rhang • The con tractor shall ve/ify all co_nt~olling field. d.irnensions • before ordering any maferial CAMPUS DRIVE OVERCROSSING WlDENINC .-. ' . , . :· . ' , .• , -~.,-.,' ·WITH DITCH Backfill abutment to qradinq plane prior to p!acinq slope pavinq1 I ! ',, 8~011 ~- Slope roundinq 1-0,' I I -:;~.::=--=--=-::-- 1 ' For ditch dimensions see "Road Plans'' ~~ ,.,,, // // // /,/ / r-e - I I •6 <v Top of rolled edqe // / / .,,,, / / .,,,,, / 6x6-Wl5x W/5 welded wire fabric - 2'-0" 9" ,,---1--R = 12 11 SECTION A-A ~Edge of deck 3" 0 2'-0 11 . Top of rolled edge 9" 3 11 II ,,,.,,..--¾ E dqer finish (¾''.Edger finish __,;-;.-i I ½"Premolded R=/2 11 ·,,,..-........,./ ) exp. /~int filler '---+--R = 6 " -1 (Formed ed9e ---· ~~outside face of WW * This dimension becomes zero when edge of deck is at outside face of W. W I Ft. thick cut- off wall at end of WW.. SECTION B-B Formed ed9e 0 0 ;.;'j.,.: •• '' •• , . .,_ .o .. ,, ... 0 .--o---- ,'f-' 20'± typ. I I .. ,. '. ,_ •. " ·; '·:' • z_ • ··.• • r ·: _/ /f/ I / ) / / / ,1 I // I I I )•, / I I/ ' . '' I I --11---t-.,,._1 Weep holes not I I I I . ~dwhen . •. \.:.:Y is indica~e / / // // // // ,,,,,, Top of rolled edqe y .-:~:ermeoble material . , 0 8 oer forated steel pipe I I -f-----:::=~ft---;'11--Preformed grooves .· on detai'I sheets; • . ' . • ,·· WINGWALL / I / I -r.c, ""'•""'' =,.=A>,+_,, I ( ..... Formed edge • • Match roadway side slope • / <y Top of rolled / edge •. / 1211:t I ELEVATION (Finish ground line ~ 12'± /// • ,1't'/, •.• • / / / ,/~,:......._,__.... -z 8" corrugated PL4:571C., &:, pipe (0 064' thick) downdrain Couplers shown on Standard Plan D 97. 6 11minirnum cover I ( 0 . 06411 thick) underdroin behind abutment. Connect to downdroin as shown on l imits of Slope Paving 8 Drainage layout . I "-..._ II --8 CORRL/c;PTG:D PL/IST/C ?/PG ' (I I ----------------·-------------- ,it-' . •. . Or as directed . by fhe Engineer lo prO:vide . • · •• • uniform spacing • TYPICAL -NO CURB .OONN .OKA?/# /4\ TYPICAL -DR/1.IN CONNECTION Stiff broom finish. Grooves and broom marks to be parallel to slope.-------- Note: For actual limits · of. slope paving on Ifu's project see sketch below. 41-3 cont -- <Y•; Face of abutment II . 2 expanded polystyrene ~6x6~W/5xW/.5 welded wire fabric ----Top of rol led edge & ~TC-PIP!:! -Wa(ertight ;0Ints Taper,. { 0 064J/ galv corrugated steel or -~ 0. IO 9 11 smooth galv steel. TYPICAL WITH SIDEWALK TYPICAL -WITH CURB DRAINAGE DETAILS Note_. Drainage Details are only applicable when is indicated on detail sheets. Remove rolled section clean finish New _s!Ope paving . t-__ ___.,6. -----------!ii--~ JL 1/z" Exp. Joint filler SECTION C-C PICTORIAL VIEW OF TYPICAL INSTALLATION . I I I I Exist I I Wingwal/ -1 I • I I I I I I I I Edge of , Deck ---z....,; .-:-. ' ' I ' I ', '' -·- ___ -~·. :_ .. _Berm __ (_ !. • .BJJ,or . -• • . • I ''., --__ ---r -- ',, ' . ---- ', •• ' • -® " .• ' ,' Exist .to remain 4trQl.!al spaces .at 20!0•1 -. ' ·, -• . ' . ' Re.YI arid HP INS co Aft EN co ---_______ _..., __ ' •.· . ;,: . • TYPICAL · SECTION-CONCRETE PAVING ., DATE ' ' PREFORA1ED GROOVE ORIGINAL SCALE IN INCHES FOR REDUCED PU.NS 0 State of CA LI FO Rf~ IA. DEPARTMENT OF. TRANSPORTATIO N I 3 LIMITS OF, SLOPE PAVING 8 ORA/NAG£ LAYOUT · . . ' ' ' BRIDGE. No. -. STRUCTURES-DESIGN 55-533 cu 12 208 WO //2320 • POST MILE R5.6 Disrega_rd pri.'1ts bearing earTirr revi.siO-n dates --'----+ 5 3-11-11 ._ .. . ::\;;_,._ M .,,.::;·-"·".:···- . . . • ' . . • Top o I o:, 1 9' n • ot de-c/; I Oeln1! X ' i A/ole : . 2 • 3 I ' Fer · dct lo1I~ r;ol .. s/7$1/\in oet.? '18r1dqe ··. /\4au,-;/ecl :i'iy/')5 11 V I E VV y -y •• · sh <;>e I. ·. •• -'==-cc:::=========- • f/qsh1~1q . Beocor1:, ;:5ee /vole 2 ~--- " 0 ·.y Yz '' [ S IGI\J 51 G Al A/0. 3 017/c; -2"/ S~d p1pe- (lnsidc? ed,7c 5 51noolli for- 011r1~'.' ')) DETAIL X 0 NO 3 3" n 1. P/pe 00 • Edqe of · Qn9/e ' \ I I 'I De c111 B Boll 519n ;r::-NBTor, • 81rc)) ..5lre(:;'/ o. c. SIGl\l S1qn F/\1B T on Jar n bor~a Road a. C. I I: I L .se.s-:•0''=1s.:.o'' -----I 16-0' !..1mlls of wolfwa 0 SIGN !\l O 2 DCSIGM .' () \\) ,, ~ I ct-"' 1'.._ \ If.If) , I 8' \1 ~ \j ' \'!;J ii ~ 241 5' "--"' ~ '-l: ~ '-1 (:, ~ '\., ll) \\., -\..., (~ lfJ'I \j' ~· CJ:) < '14) \ Br !Vo. 55 -53 I /9 0 ___ J ' \ \ -t~--S19n A/o. 2 I I ;=f./f3T J'AM BORE E RD. C), c. -----~- --- dl I 7 :. 0 ,, ·. 519n . FS 6 T on B1rc h S-/ree f 0 . C . S l'GN i\l 0. 7 o I wa 1/.:wo l 20 '-or' ;<r 18 :..o" 519n /\ic. F.58 T .----------~--'-~.,...~--, r-----~--'--------, I .S19ns FS8 T on Campus Dr. O. C. I. r I I r [ I 1 i-!--' 9+" __ 3_c:_67 _5'_:_i::,_''_-=_l_0_'-_ 0_''_ ........ \_1_'-_3~''-+I ~3_c?_5_-~' o' = 15 ~ 0 11 • SIG l\l N .O SA SIGI\J N0 .. 8 . ------•---·-------··--·-· Sta te of: • CAl.lF0 RNIA : • DEPARTMENT OF TRANSPORTATION ~fWJ!!.::::.-:-ENGl'NEER ' ·-; ,. : O#IGl)'l/~i.. $(::/,\LE IN INCH.ES I J --'"-'----'---'---,----'--,---;...;.._:;;...;.._:;1,.,.__:;_;_·_;_·_;_F~ci,;_•R_;_, R_;_E_;_D_;_:u_;_.G,..E __ D_P_;_L_A_"_·s-'-' ..,·...:, _;_'µ..,.._c..'_·-"· :" • ..,...:;:.;..2;...;...,.:'_;_' ·...:-','i•:'',·.·?',. ' ,i• ' ·.. --, ........ .____,c..;..,;_....,;_.... ... , :110 a I'{ ' C:,/ 7 Nole I 2. 3. ' BRfOGE no 5.$,$31 SS - . .c : ·.,/ .. ,-. Srqn Na. b FN8T st O C •, -~ .,.. ·--···-·-- For delo1/s nol shown ⇒e<3 Sior1dai-d -rlt:1/2..s- Brtdqe /v!ounled .s/9,n shc>el. •.. ·.•· .. ·.. . •• • • .. 51c;n !Vo 3 requ 1rc:s ./ c. " /(a4!11rJ 9: 6eoco1-✓ w/l/2 lens ond .slor1dord Ji15or; ?li5e 5'1 boc/::.p/4les Use t!o1l1/l 70led Pone / .for I Spoc 11'? c;s .:S /-;c, M/r?. ore i ,4 for lo lc;p all s15n5c ; C);: dee::/;. ' . . . ; ·_ Mo1..rri l1n9. • B.rocke/ ···\' ~-- L . ~5-t:>3?2 PGST•MILE' •. -~ 'slGN ' LAYOUTS ' ', '' '•,' • •... Laminated $ign panel~--------- , S<Jlety,oiling ~t-5 . 1 l . .c .... a Q) -0 C: t . Mounting bracket ~ see Detai I A Ip . t. Anchorage use 11/ler()ole C I P j ...__.;;;..._~-----------.,---~- Top of deck. BRIDGE CJ'I (/) Blvd o. C. Jamboree Sofe1y angle . . -~-=====~===-=~~-~~~ \ wai~waY brJcket S4 x 7. 7 ~::_.c,;=--i---- ,i= 0. Q) "Cl C: . O'.I ·-Cf) . 4' ~ 10" ••• TYPICAL MOUNTING BRACKET ASSE.MBLY E. 5fi~ cadmium plated steel elevator head bolt with hex. nut and _lock washer Provide y~ hex hd bolt nut, plate washer and { 5/1~ mounting elev. head bolt typical---- • Splice line ----- Contractor to determine location ofter sign . delivery;. s" lock washer ...... - -ro • -I I I I ·-I Mounting brocke.t L 5 X 3 X 7/i r,, ~---...:c~-----1 Eye bolt for walkway chain 1 . ~ Walkway chainangle • • · 1--~ L 3 x.3 x 14 extencl from end __,._;:::::=:~ • • bracket tolfush with sign _··• 31!6 • 3 • ,,,.-;t~panel edge. ·• . • ~L.-'t-ffot . Campus On11e O. C 81rch slreei o .c . Top of deck £. Anchorage -8- , " • • • ... • I I .2".·311 I 3 II 211 DETAIL A \1 11 X 3 "-6 " 3 ,_ 4 ;/ 3 ,_ C) Ii . " o/4 stud bolt SECTION E-E See Note 2 • Out$ide edge ___-I I ,, ., l'OST ••L.~rOi,~J~·· · ·•t: ♦T•,:: -~.-j'.::i/-_ .. _:. --·:::~i~ R4.88/R&,2:'./ •. ½ <>,/ ., =~':--i~-~~~t1-f,£:...-,--,-,c::':,o~"~:('E~•t~fr cCC"·;-'l;,-:_,~--til!'~~::4i-l ,Mt•~--~-----+----.,-'--+,---.-,~~---/- ' . , , ~ :}-;;,.>,_ ~ _,:~j ..... ··.,;.,. '.{". rf;~ 1L •• 1 (~f •.. '-~( 2-34" non-corrodible exp. anchor ... , ' •◄ : • ¾' x 8 11 lg. hex hd. bolt .. . preset in conc;TQtal 2 •• £. Anchorag En a e all available thread. . :, J.,: . ·-• . . •, . . , 5" ···.-:·•,;.I < ~/'t] > -.~· }! -~Tack weld Bar . • 1.i of sign panel · • I 3fi 6 2 112 X 14 X Ci-'" lpll ' t, ~o:~l~h~:x0~~ nut---,---_,.?..--I . f $ [{ .'.:.::_ ,·~ 411 1g. steel stud galv. l.2·:i •. •· 6 11 · .i~.:a:j:,;, •i•'. ;,~ •• Walkway chain angle SECTION F-F Safety L ~- Walkway~ L 5 x 3 x711,;,x 11-211 Mounting bracket EXPANSION BOLT ANCHORAGE ALTERNATE CI P • ,:.·: '.•.; :)!j . . ,, . R:tl BOLT AN.CHORAGE · -:i ): .,,j • . • 'l' Notes: . . . ·}::JJ I . For details not shown see ii Standori::I Plans •~ ~-• ..... ,,, '•i\'. • '!~ 2. The exterior ·mounting bracket to face outwat di · . -. f\~ -_;J,,l to accornrri<>date the wdlkway chain angle. •. ,;:,'. )~ 3. Contractor to·. provide anchor bolt layout > , :}; r-----,--4lCIC[lj::ir.;.:ac.us.aJre .placed. • -1"··•.: ·;·.'1!l <t. Anchorage 71a'♦ hole for o/,.;' ft S. r-+-rr-±-4" c-_ -_...,.,.,., fl-f=;,,g.==.,,,"1?$~~-~ 11.!,_ Walk way ~ ~t bracket AeYlewed for • At Bulb • ! ',C,~ end A.oorev•d: • . • ._;~_;_1._·! • HPV P.lt~ • J?~.w.-~1--'-·; · I :;'Jc;~~zgc:oR 7<,': : .~~;~y/t4' • , ". };( ~~t ;.t:'··=;;\;;_:/-'.:·:.' ··::, .. •• ' > -"~:·-,_ , ; '_(:: TH <lq'.N'Jtl~CTC?,f' SHAL L VERIFY ALl,DE'fj;~Ol!.N!}?IMENSIONS, IN. THE F!Et.0 BEFORE ORJ)ERING .OR ~AB)'1iCATINi ANY ¥ATERIA L ,_ 0 \ Stan~drd f:!an ._Sheet No. De/01/ No. . '' '' -' ',". -'-· _, . '• -· . . .·, '• bolt, nut, washer and :plaie washer. ) ' ORiGlNA J. SCALE IN INCHES • FOR REO'll_C EO 'pi:A•NS . --~~~:~~~;~-~z1 !,' '• ~~-;-, ~~~~~t,,~·~::,3~~~4~{~-rJ~~i~~~~~:'.ifj~~~{~~;.i:~~~-2::~.-~£.~i~~~~.~;\;~~:~:rt~~~~~~~-~-,:-~·~~~)_--. -~;,<~~~--~--~1·'' .-__ -~-~-.;:-~-~:; --.: ,o ,. -•~,;,..'"' ' ,ce·.;..~. ~' ,.-: ;~---~!:;:'.:~,_/·,. ., ' > • .-: ~-,.} ~ ~· ----••---•-••,,._,,......_ ------~ "'~•-~• ---"_,.,__~~-»-~,••-• .. -••·" --,~,;.--,-,•~•-~.>-•-. •••~• •~"• --~-•~--,--,,~•~""'" .. -~---------•-••~•----. Uh, --< ~~ "·· , --' ' ' ' ,:, SECTION C-C DIVISION OF STRUCTl,lRES , DESIGN SECTION • •• ,· PROJECT • • .EN!31NEER , BRl"o GE ·No ... :· S {·S~/, f~.- .5 ,i 3 •·;:ss -1w ~ 4' • • POST· MIi. ; All HITE T/ 1\1 -~ -~· _ , "''· "~ _~1 __ :_i_: ... ~-~ ... :_,R_J._•_•_t._· _#J-,io_;, :~•·•a:_,R== ...... :_·_· ·._;,_I-~· ._lA_· ._s_· "'_e_u_. ~-L""'!:,q,~· :)_:.~: ~~··."""· .... ~➔.ii,. :,);l;t'.:t::.:_l._i,;,;_ "._i•,:,~-.:: __ ·: .. _ r ;·. •. ,--~·--.,... ... ~--• • -~..: ~-"":'~ ... __ --,.6~~-,·.....,._·,~·-•·,< <:.,;:;::-' .--.,-:"' JAMBOREE B LV D': 6.:C,', :t/c:f~'MP i1.~!:: (f) z 0 0 z w "' w _j (f) _j <t a:: w 1- <t ~ I l-a:: <t w i$I 0 z w C'.) w _j z 0 r <t u LL U1 U1 <fl u <t ...J .· 0 d o '2 (/) 0 ~ el 1- (f) iii z 0 u V, , u 0 z .. ~ , 0 0 '0 "' z i5 {I) z ~ Q 0 I-n <{ r q: : l-ow "' z u r Q, .. 0 " w a_ .. "' ~u wo " ., 0 0 0 >--z ,-a cl< ...J =l ...JV, -""' u _► v,V) ► w ► :,.. o,-. 0 ► -c:i: z42;1- ...J 4 _, cl -~ V VI' V V'I V) < u ; -= i ~ ' . "' ~ .. 5 * " ~ ~ ~ -. 6 G ' 0 1,,n • ..., Cl•o S,11, lncJ,Clayt ,L .. w•d , ... ,, ••u I "'" ',O, l ·•~"'" '"'"' l'•llf• , ..... '.ii), ! • • .. : 1 u ' u 0 • - I " , u ii z 0 ~ "' 0 C 0 "' n ~ 0 ;;; ► " V 0 ,n C 0 0 ., "' 3 C ~ 0 V L " u "' V "' E " ► "' g E C ' 2 0 ~ 'i " "' 0 0 u ?\ C a C, C ',' 0 u "' ~ ~ ~ U C u W V l-o-z ~-p,, o,,, .. c 1,e .. ; . ; ' J • r , I I I I I I I I _______ 'f_' -,-···_,., _____ ·_· ., _____ "\."7'.TJ __ .. ~~-_· "-'-----•-•._· .. _,._,1._;._·__,,_~,_-_ .. ,_ •• ..., ... •ii,f:~_".,,.'·~-·r-,·,t_·:_·:_"'-+-·-·_'·_._·_•·,_··~.....,.--,---,-·,f" , ·:.:: :; ·~ • • . . , :,_;-; '" ,,_,,. ~ -~.-~ r--- 1 I I I -:-11 ·~--7 8' 1 ! I ,+. I I I I I I • oisr COUNTY Regis1ra1ion Number •• Pas, MILES TOTAL PROJECT S7-PET I I I L ,,.J L __ I I I I __ _J I I I I ' I L_l_j I i -~c;;,-t<~l1'1,c1,,,.;/ No, 2oo'l. El '---,--------------------4.1"' 8-12 PLAN Sc a le 1"=20' 51.00' 13+00 Approx exist. ground line i I j I ") i ~, zl ""i e&j I I I I @ 8-10 ~ t'--' +I ::2 i ' Ill . I :, 2,Q (/)I E ,Q .c -,._ 0 2 -:ju ✓ joJ B-10~i .•~• O" L 4 . ,.,,,•·c.:•;,.• +---+----~__,,1;-,---.ac.ia,,..,ar,_e;,,1q'!,a::.· .,,t e,.,.,b.,,a"'s.;.e.,.,,,,,-,,,...,,,,,,.,"7" .r'--. (:< black SILTY SAND (SM) (flLLJ 54.00' p] , ---+-------::Bcrr-"-a-s-,oh_a_lcct'"'ic--c-o_n_c_r_e'"'t_e ____ _ I 12 ·:·•, sliaht/v comooct. moist traces of gravel 50-t----+--.--~---1._.:· . .:_:~_.,~1======-~1t2:::;0~s~;p~/2w~l~ti~c;;:;=;c~on'.:,c~r~e~t~e:,_ _______________ ~---------~l __________ __:, __________________ -=:::::=~:J.--J~tb'. .•. : ... ,.,1---t------R_e_d_-_b_r_o_w_n __ C_LA_Y_E~Y_S_A_N_D_~(S_C~)-----+---1 I 7 I 1.4 • Black silty SAl\lU ('.:>M)I, ~ dense, moist .. ,. loose, moist, with qravel ':1/,?' I 7 I 1.4 ~,--;·•,i,,:'..· Red-brown SIL TY CLAY (CL) I I• 48 -Y~4:,'4. ,;1;2-1= -r;I+14;~I;c;~1'....,_ ___________ ~ ~ stiff, moist ' 2.4 ??: ~,'., ----:'T~..-,--,' I I~-... '--<:,~?. Brown SIL TY SAND (SM) 45 --t-"'-,--1,...,.-1-7-,lr-2-. 4-t'IBw --------------------i--.-----:----------------------c1~7-1,.::_L..:.4-1c: ·''.J----j-----~:-cc----:---:-.,-----~.----i-----1 ~;,J; r-1_1_6-:.._I· _16_,_.__ .... J , ~-;\: slightly compact, moist, traces of clay ~ I , l ~i~~; I . . Light brown SAND (SP) 50 45 ~~~\,t-10.;.c2::...L;..: l.2'"'6_.__c_,,,_1 f~;::, b;:;;t SANDY SILT (ML) ,· 1~1-9-'r-1-,4--1/,;:··1--94-1...--6..,1...---.1 .,, ~(,\; porous zone with white color at El.42.0' l ! .__ _ _,l,._---1 },/·t-_ __. __ ..__.., slightly compact, moist, medium~ to fine· · 4C -.v...-.---1--;:~-=-=-=-;::-=-=-=-=-=i·k··~··+==+=====::::'.'.:::::===.==1=,==----------------------------!!------------~-------------------,1:,.::33,.::oo_..J,.,1__~1i:,]4J-12 :··.·~ ---+-----g~r~a"'in~edc.,_,-~-------------+----1 1•15 I l.4 I ;~;~,t ~~i;{ SILTY CLAY (CL) ~ •• t!".): compact, trace of silt below [/.40.5' 1~17~171.'4 ~1 :i JS 11/,J---+------~--t---------------------,,,--U1 ~ ----~~· .· ~~ JO lr-.-1-7-r12-=-_-4-~~:";/r 1:-:0::--:6:rq-:::2:-1,--:C:-,I becomes gray~brown with fine-grained co ;:%0 sand below [1.34 o" <o ~ I 29 I 1,4 . , ,. __ : ·-··,-------,r----... _.,. . 1-7-88 Gray-brown SAND (SP) compact,· wet B-11 ~ 28.00' =1 -~_1_9._, 1 _2 __ 4--f'W .. ·#· • • Brown CLA Y[Y SAND (SC) Ground wafer no t encountered • ~ 1-6-88 Ground water not encoun le red during dri II Ing. during dr i II ing. , ~ slightly compact, moist. 25--l----t--~~_:::__:,____:;_ ______ • ____ +--~----------------+-rl,37471rT1,°".;4-1',:~z:.:~~.~------,-----------,---------,-----------,--+'-------___:..-_;_,---'>-:--------.;,._---j---J Light brown SAND (SP) 10-,,___,,,__ 5 STA.10+00 BENCH MARK JW-17-86 [LEV. 53. 797 3-3/4" Aluminum disk stamped JW-17-86; from centerline of Runway . 1L-19R, proceed ± 0.2 miles southeasterly, to set cap in northwesterly corners of drop inlet structure; 74 feet southeasterly of southeasterly airport perimeter fence, 49 feet from northeasterly corner of new airport maintenance building, flush with surface of drop inlet structure 250-A-78 ELEV. 51.80 found chis. D on N,E, corner of base of Exxon Sign 61 South of <t, Briston, 60 East of q_ Irvine Ave. NOTES: 1. Blows per foot are Standard Penetration Test N.-values, except * designates approximate "equivalent" N-values and equals S&H sampler blows/foot x 0. 54 2. Elevations are relative to Mean S.eal • Level based on a topographic map provicJ.ed by !WA Engineers. BENCH MARK EOUATION Bench Mark 250-A-78 is 0.100' higher than Bench Mark JW-17-86 STA.11+00 DRAWN BY I 6 17.1 , , , ,_' -~ --~ . -.-,_• ..•... -' l0 --• . ·' ., . _; . '. ; ,., . ..;,:. <:.~·\ 1~*-24--,.12-.-4-1:{·:'.:1--1-1 o...,JI-. -19--. ...-1 · --.I ..• , 't----'--..,__~_., 1>50 l 1.4 1-6-88 STA.12+00 compact, moist, medium-to fi ne - grained saturated, medium-to coarse-grained I Gra{ sof Gray CLAY (,CH) saturatea SAND (SP) compact, saturated, medium-to fine-· grained medium-to coarse-grained I I I STAf.3+00 PROFILE HOR, 1" -20· VER. 1" -5' STAf.f+OO STA15+00 JO 25 20 1 .Exp. "1 -3i::i-:o/ • . Or Ct-\. ·? ,\•l ;f,;, " c,,,_ .. t'"':I'" c..a.~1•1 *\'" '•n•, C1u11 n..,, b..,,, .,n, ,,.,., !. •L·•t'1.~,.. ;"""•:;·:.:,;-,. L•:'.:;: ... · :~••;;:~:,~-CalTrans-Foo_ndation A~wer 0 i---~~__.._,,_~.,.,,.,--t-~~~-----11 :CHECKEOBY W. K. OS 010 Rogistration No. ORIGl""1AL SC~LE IN 1.NCHES FO" "EDUCED PLANS 0 2 3 cu. EA 12 208 112320 ~,·,.;;' _,;, ' • -•-\,-,;i .-,. : __ -':\(1_, ' ::;;;.: ·~ .... ---;);:. ~-•' ~- ' -~·:,•~>-.-;"... :1• ' ·-........ >~c._ ... _:;-_ - :-:~;· ~_6; < -- . • ":,. .... ' ,.. ' -:·\·=_A~. '• . ;.: . .. , . 0 z • • i 0 NOl6 C1 If t J I z • - '. :t ~;; •• •• .. f t t: J J I I ,. .., I ,w,_• •••1iiil--■t I ... , -.... .£ I . _, .. -• illiply I I 4 I I ] . • • -~·~-• .-,(, ,. •• •-c: ~ ,i.! - .-. -_.,;. . ' ,. -, ·-·- ..... -. .-.... --,,( -; .-_ .... , .. • .. - , I ... , ' . . . ,, . ~~,·· ~· ' ... ·-. ,._.,, -., . - .. .. .,. -.... _. .. .. ·, .. ,. • . .... . . - ,_;,, .• .. ,·. -, • • ' .. : •. - /,:·\t ~ - ,,,1; 'i .. ' ' • 60 so 40 JO 20 . .. -. • .. • ---,. 10 "' ·.;. 0 -10 -20 .- ' -. " . C ., . , ., I ., I I I . .. · .... ., .. . .... .::. -. --• -· >. ·. 8-5 - i ·• " t --:-~ : ' .· t '._,,,;.. ....... -. .. .. . . ·.J'". ..--.\--- J .. , -. I I • .. ,-·- --, , ~~.,-.. ..:. •,-.; r ,._ ,_ ~ .. ~;, . \ . ~ . ' ;_ ' •' ... , •• _.; .. '. __ . _,,-- . . ,. ... \48-1 • .. . , < -, -- .••. ,. J ... ::.--. ,;,,. .; , .... . . ' ·_;, .,-.. _ ... . . :u !. .Kdd,.sA ~,rp,..,, ,er_1 n.i,,c. I', med,:.,11 ,Jfry .;,,,1rd av//, l?C..:::.Q:S,:2.n,3/ .C#.,'?/:SG ~4Ad . kH:>G r,:,,_~,s• N.ld'~ ~fr r&;bJe ,-./. ---- /)e-1.st: .li.f!hl ·~ .s,1,:/_ I mH ~,, cl•..1~ I - I kr.:,c P.1 .s#ry s-d. I ,VJ I • . " '. .. • 8-1 .; -·-..... :.: -~ . ' ' . ' . • --· .... --• ., . , ., ., C,,1j,qd I, de:1.$,e; /;n:HII'" _,_d . ,. . ' " .,., .. .,4 ~.,,.,, -·;'' .. ~ . , . -~ '! --·· •· , 6 • ,. . --· - ' . ii -...... , . • • .· .. , .• ' , • , .' ·• ... JO. --. .. •. ..,. I -·~------""'-----:-::-... :-::------.,------"·---...1;:. ______________ ,.. ____ ...;;:,. ______________________ L.,.--... ---•~ ... ..;. _________ ,.. _________ • __ :~.,.,----------''-------------~., 10..€0 Ii ' • \ • . • C 12 ··-... 13 ,I(. ' ... • ·- . ..-.,, ., . . • . ·r -,. -. f - . .. ' , .. .. -', . .. . . WO -07+58I CU '07209 1, ___ ........ _,___ --·• ' • ,. . -' . ' .· ••. -. ··--~. ,.· - • ~ " 'I -~ ' .' , .•... . . . ,.. .• . -..,__ .. "'" 8-3 ~J 1. I J. II • /II ., - . -.-.. ,. .·. .. • • .,._ I' :, • ', - .• '· , ., • . PLAN - ~---.f '· ,. ..... .· .. •. >' •_'. • • l- - .• . ,(_: • -' .. ~ ~...,.· ~ ;..·:-.. -:-· •_.:.. ., ... ·- ' • ' CAMPUS ; L IC<ttl 7.:, :: .. ti ,'..,~-. ---...... fiiJg:;~p..1..f.&11;:·£.J,z,~tz~e:-s.·:1:.r_;.;.l'fz.1...:..l'f{.JB"',3..,_ . ..... ~ ,,. ,·.---!. : . -.,j NO COlRtCncN:s MS Sim AS BUILT • -.. 8 Y ltE. $ T/f.l,IH&,., CGt-!TRA(T tiO.-'t>"-7.:__;-•;;..;·7:..;~:.:::'5:.::rw'f'--. DA TE--'-'--....:'":..·._· ,:.f;;.'-_...1£~•~:a!..7-~1'~. ~,,.:!,!:.' ED .. 50 • , , ·, 30 . . .... . -20 ..... _. . ,. ·,. --~• ..... , . 10 ... , ·, . . . -20 !AS-8U I LTr nATlir: a, c♦a ,- TIIIIIINIP0ll'l"ATICN -~ I AA! Dh M1ar .. rr-:·• -'"°"' .... , •.. DRIVE 0\/f:RCROSSING , ,· . - LOG OF TEST BORINGS -55..,533 /15.6 ·aw wail Ailn;s ., ,. ~ .... -,-- _, j 1.-· I .................. ·, -. . . ' •·•·--·· -·-· ,:---. --·· , ...:..a • ., , .. t'' ' t ' • ' ' ·", ',_ ; ; . r· ,. . . .. ·-· .~:• ·._ ,". a w (/) >-UJ . a: w 1-<t: a 0::: CD .LiJci:·0 5' 28' 49.92 ;"1 ~~~O TC • 49.09 FL ,r--~------+--.J_----1.,~ 49.07 FL 49.94 TC 49.27 FL 0 f-Q w 49.9 1 :re 49.44 FL , EXIST ' • / 6_ C.L FENCE""'-' •_· __ . x---~__'L_, SR -73 • EXTEND 10" CONDUIT, 3" P.V.c.; 2" ELECT, CONDUIT iJNDER -. EXIST. SLOPE PAVING TO • NEW EDGE OF SLOPE PAVING, LOCATION TO BE DETERMINED IN FIELD ro -<.D N BRISTOL STREET GUARD 3• RA il. co . . Ol -st- STA 10+60.00 I CAMPUS DR. 3.5' 1 i--c t:3' -ll:>-/"----~-""--~~-- 1() 51.20TC ._51.21TC 50.37 FL -~~M 50.38 FL · 51.23 TC 50.56 FL 51.23 TC 50.56 FL 180 . 621 ALONG E.P. 50.73 EP 0 (IJ I- m ~ I[) PLAN NOTE: 50.73 _ EP DETAIL-LOCAL : DEPRESSION Cl) .. · . . SCALE : 1 "=1 0' • 16 • ALL LOCAL .DEPRESSIONS MODIFIED STD. CALTRANS NO. D78 (JAN 1988) WtDTH CHANGES FROM 6 2 FT. 1-------4•-w -1------1 - .L .. ,,J •... .. ·!· I'--+------+< Station . • / .. L-. f ,. • ,.. j-. . -~---·~ -.. : • .;. ~, ...... ;,,.,.,,_. .. ~ .. ' ••-s• ]· 50 .00 C'.L . 1 : 4fi:;-QO C,L,, EXIST. S'LY ..... ; ...... . . . . ~·· !, ... ' r ·; .. • , .. ""1" ARE DWG. FT TO 20' HIGH C.L. FENCE . . i .. 0 0 ....... d _,:,; 0 -C) + ..__ oa: g ::: ii: - 0 ..., ..J .::c l&JIIJ . 1--u, ID <II 82 6' HIGH C. L. FENCE I -,_·3G(Jy · et -------· . -. ' ~ \ EXIST. c:1.. PROFILE PROPOSED S'LY E.P._ PROFILE FOR REDUCED PLANS ORIGINAL SC.ALE IS IN INCHEI>... O ~ CONSTRUCTION NOTES: __j ... u..: .. ' 3 ·1· • i 1 I : •• 54;98' QN Cli;I RB ' '.'· A II . ... , ···3'6' • • ... . .. ·"·· ........ "'·' ~ ....... . ,. ... .; . . ... ,. .. , .,,,.. ... ~-~· 12 ...... ,, . ..... ~ ....• ·, .:., .. ,:..-, ORA AC DIKE ·., ... ..,· .. ,; ... ,_, ••--~•"""""' ; ov/ r122.oa 73 I&:· ZS ;·•. :.-·'' ·(. : • ,;'•.~: . . ,'!• ·;,,ft, • > r,, ""'-'.:•'' j--, .. .-,.,"c • ,,,. " --. ,-,:1: •. ,--::::::,~~} ;;:_~J:;'.~~T~~ ~~:~, s;:~.)~? ,. •_.J , , \,., ,' >' :.·.' "' ,-:.',_\:·:· X ,'\. ':,·-: :; " ,·_,-_ '' X fRVINE _. _/ I ) AVE j . ,•; •.T• \ . '\\• L ., ' .. 'c\,". T 0 UJ >-•·(f) . zc.: SEE SHEET N0.~~30_ FOR m > UTILITY MODIPICATION '", • .... -.. ·o w • UJ a: THIS CORNER . (f) .. > • .. ~ 9 .•• ~ • t3· STA. 10+00.00 CAMPUS DRIVE ,_LU--·'"""ro...,._~ .. ~ STA. 153+52.79 BRISTOL SOUTH ~%. .. . .. . ::::~ ~~ . ,____ . o>-w CD. I--0 <Cw ' _J :z, 8(!) ._J (/) <( UJ ·o o >-to 0 UJ ::.::· (.) UJ ·:r:: (j 55lT. .... ., ~: ! .... i-, .... ,i ' ......... : ......... ~ .. l ,, 1- ,b.l . w . a:: I-' (If Oz 0,... . (/) 0 <{ <Dm + . Q:c <"l'. g I-<"l'. (/) (,) 2 SR~73 CORONA DEL MAR FREEWAY Cl:: 0 liJ OJ> CX) 0: IX? 0 0 co (/) ;:!;it ~.~ 2 S[E STRUCTURAL PLANS <I: 1---'---~-.;_-:_.::::;::,_c;:.....c_-"-""-+--'-..:,::::.._:_::c....::..:..::.. _ _:_ ___ ....c.,j_, <( u Cl:: t;; 0 ;,. "'· ..:.....JS-:.....___:_'·• PROPOSED . CA1Ctl • BASiN I I ' J .. . ..... ' . l -·~•"'-· -------·---· ........... i .... .., •"•• , w •\, vu,, •••••> m ,-.-vJ .. l. · ..... .; ... 1-,,. • .,.,.·· T[:a 7'. 854 ··foNduris .. '· • -CAMPUS · DRIVE 12 13 STA. 11+99 . .89 CAMPUS DRIVE -STA. 251+72.17 RTE-73 -j ! ,: ' u ''?·--•• ·" -~·••·--" .J. ~·--.......... . ,, " .. .... . . ....... .; 10 :.;: _•i,.;,:,;,: s -__ ;..:.... ....... -.. --·:+· .. -; ·i m+ ... ;, .. •. -~ w 4 5 9 p a: 0 z 1- IJJ w 0:: 1- (/J J 0 •.. , .. _J ,.._ ....... QLVl , 1---(J) 0: ' o:: m , 0,: (.D Cl (J) ~ ::) 0:: I Q_ 0 :::;;; z 0 I"") <( 1--- (f) ~ <( f-en II CONSTRUCTION NOTES: ~ CONST. 4" THK. P.C.C .• SIDEWALK . @ .· SAWCUT EXISTING PAVEMENT (MIN OF 2" DEPTH) @--CONST. LOCAL DEPRESSION PER CALTRANS STD. 0178 AND PER • DETAIL ON SHT. NO. 16 @-. ~----FEATHER TO JOIN @, eo~◄ST. o" A.G . O'<i'ER 22.5" AGGREGA'FE E!A8E. '\_@ . · JOIN EXISTING IMPROVEMENTS . ~ CONST .. 8» CURB AND GUTTER TYPE •• ... ~ fEXi1 siR\J_f_T/RAL SECTION TYPE 15 .. -· ,-" . . ·---- \f\!OJ ' .DELTA ' ' 1 ' 90A00'04" ·.' ' : 90':'00; 41" ' 2 . ..... ,; .. i .. ... ...... . ... . .. ,. ,,, ... I . ·L·=·""· 86· · . , .... l:..... .. '. i ON CURB ' 0::: ·u .··· :,-;-.,. j . . · l ......... ,. ... . . , . ....... ;. .. CURVE DATA RADI.US LENGTH . ., . 5.00' 7 .85' ; 5.00' 7.86' ...... ~ !'" " ... ··.·~- i ""l ... ·-r-~ ..... .:; .. A2-8 PER CAL TRANS STD. 13,. AC OVER 1.90' TANGENT ·f·. 5.00' 5.00' ·45 ·:--+. ··;, " ~. . ..... . .... r · ... .; . r ... NB-A. 1--· cj ·i-: . CX) -00 0) •,tj- ..... ' ........ ~··;r- 1 .. : : . \ -....... ,, . • Evr·s·-r·· N. 'W[. "'F.·L•. •pi-,o·F· 1· 1'"E·•· .. ('. ·'I., . _-'+-.. ·• ·• .• ·f'· . ·L: .. 18''. ¥ 24' RtP • s 'o 0012 2000 6 ···· .... ~.... . ; ... .; '--~PROP., N'Wt.Y F. L. PBOFILE ..... 1 • • ........ t . ... ..... .. ... ~ .... .,. ... i- ~. ~t ' ' ...... t ' , 56C.L • VERT,' 1 iti -5 ff .. HORti·: 1 in ·: &e ft:;~· . , ... , .... _·-r -....... --~-. . ' ... ~ i . -~··-· .. :.,,. ~ ...... -~. ? "' ·{-· " <• .. [ .. .... -;. ···"·-·l-·---,, • ' .. , .. :.i-i ... . , .. -·"'· 51 G.L. .... ).. .. .... ·f-.. ., .... ""'i", -........ _,,,,,._, ....... ·1 ......... -1--·· ...... + ' , . " . ..... . .... -~-"" . ..., .. .,... •• Sttl-ifOn 11+00 12+00 13+00 14+00 FOR R!;DUCED PLANS 0 1. 2 3 ORIGIN·l'L SCA!.E IS IN fN'CH!,S • . N II 0 'N II 3 DRAINAGE i:11'1c ~ · ·t:~ ·L . ' PLAN ~ 0 O · ..,. .1 DR. .. • 0,'}10 ,; -td• . .A. Q . . //. ·• . • i ; • J.: ji'.;, fJ': •. • ' A ' ~ ' ,. --:,:, ' A~.?4tft!¾ ': "'' . -• !,~">.-,,~~" ... , .. • ROUTE "i " • ' 12 ' ., .. '.!f.[)~ ... REG1STERE[i c1vu:. ENGINEER POST MILES TOTAL.PROJECT ' ' : ✓'7~1 ~~/f@/2 NOTES 18" RCP 2f; RCP 'CONST. CONC.· COLLAR ··PER . oen.iA sm ~QNC . .EN9ASEMENT CLt:,SS 190 D 2000 . '.) PLAN No. ', ,· . ,;, -. . '~;> '<_. .. .• -. c, .;._ • SA5-BUILTS -. ......... . .. , ... -... :.·........ ' ....... ,~ , ........ ~ ... ·.~ , .... ~.~.-:.:] ... r· • t' •V• ' ;. .. •. ....... f ...... ._. -; . .. · ..... .,., .. ---,;:..~, ... : . ...... _,:_ .. r · .. , . . ...... , • -~-i f _EXtST. F1Nl~:~'.5:1~FA.CE L -.• , ... . ;: ... . ·?". i .·-----,. .. .f . ....... ·--~·. .. ... ·•· -,m ••~•, .,~ ;, . ... ... ' . ·+ ·'j-.... ·-,., .... ••• '"""CO EN · , • · ••• .·· ~,i q/iss •190 o-faoo · , 4 MIN DVf.R ,TcD.P . ·. , -....... ,. • ... , => • • .... ·.--• • .,,...l,.;.., .... -,~.,_,.,, .. ·-•·"""''-··" ---r·.· =· ···--=y•,w • ..,i.w,-,~i .•···• .:::::-f".;7' ",::r:=: ::r-T--:-7 ____ ..,___ ~-. -~ + ..... :.... ··' ., .... ,.~-.. , ..... .-,---·' . -<..,.... .. , ....... i .... ,,, ........ : ,._.... ~.; :.. • • ' .:,i: .. . ./... --r •• • • ·~-• • ...... / + ___ .... --~J;·~~~::{::~:~iL~~-:"<~;J/.-:,.:-~;;>i--:~:.· .. ·--_:'.~.: fi···.:::::; .. ::.-· .-.. ·.:l •· • ftR~ , .. NA;G:E /Nt.ETS ••••• tilN:E :,: il ... '.::f : • ", .• ,, ··--:1 ··· •• · .... ,·.~.::.: ... ·,.J~,,,·· ;: • •·• l 5ROF'fLE · SeAtEE:; : • • " · · ·+· •r •••• •• J: -c: · . • . s .. ,,,,!--'----t ., ,, •• ;:~g:Ji:·••1:,~~fl'.::·'·•~·.•· ······' ·: •• L'.~,.;:J:, ""'l:A:Y "O"U'I (: .·:;;, ... _ .. ,, . -·-·~: __ -·• , .. ; , .. •' ... • .. ..,•f=-· ... •.• .. • ... ,.,."-·~>~·-~,: .. • .. -·~~•·-+-• ~-C ~:, ~ : i~-4s • 2;~J~~+--.-,-__.4 .... ; . co • 12208 EA 112321 If' : . ' ' J ' • t • !, ' X x- X ', X >-CD Cl w (f) > w a: .w t- <( 0 z C) .::: <C I- CC: C) a.. (I) z <C cc I- ·~ 1-:;i: w :E I- CC: cc a.. ~ C -.z CC. C) I.L. -__, <C c.:, 0 .W '!2 > w a: w t- <( 0 >-CD 0 u... :.: () W • I () ' ' ' STD, SIGNAL STANDARD LUNINAIRE • MAST ARM TYPE SIZE/TYPE I.S.N.S. NO. SIG, LUM. 0 26-4.:..70 ·45'. 15' 250\/ 'HPSV • (RR) '' 0 1-A-10' (N) 0 ', 1-A-10' J 1 . (~R) I 0 _?6-4-7t'/2 250\J HPSV 46' 15' . (N ? -• (RR) 0 17-'-l-70 . ' ·, ·E:O' 15'. 250\l ·HPs-v •• --<n . 1-A-10' , I ' ..,.. ~ 4 ·~ I -+ ., 2 ••► ' 01 + 06 ~ 02 + 06 04 PHASE DIAGRAM ... -y----7 ~: _tr -_ --- ,· POLE ' ' SC,f--jEDULE ' S-IGNAL MOUNTINGS PEDESTR"IAN • ' VEHICLE PEDESTRIAN PUSH ·BUTTON ' PULE MT'G MAS.T ·ARM PHASE TYPE OUAJ;l ,' SV-1-T 2..:..MAS . 4 B E TY-l-T .SP-1-U/'!1 (N) <F!R) ', ' TV-1-T ' SV-2-l 1-MAS <RR SP-1-UN '··. 2 B s · (RR) 1-HAS <N) (RR.) i SV-1-T 1-MAS SP-1-UM 2 B N I ' C : POLE LOCATION E B ' C ,, 12' •• {5' .·• -2' ' ' ' S' ' ' E;X ST.' I , ' ' ~. ' -- REMARKS ' SEt N~TE 121 PED. H~Ail FROM 'LOCAT.ION A If) ..... Q... (\1 EXIST RELOCATE COMPLETE REMOVE EX. FOUND. SEE· NOTE ~ tXIST!~G -TO.-RE:H,;lN ' ' i-', ('"~ \J ! _, r ---.\ ,..,_ __ / !------ ' '"" UJ o~::. ,-y --._ ~-j 2 #10 1 04 4C6 4C5 12 4 5 T ,, 4C4 4C3 ' ' l ' i I 1J l 4P'4 I ' i 4P3 4C2 26 4P2 02 4Cl , ! I I i , , 0 R34 2 ! '' l \ \ \ i , .. r _j ' ' ' "' CL M ---...-,;~ .'.'.'. ""--=J:=-s.,:.:c.,, .. ,-c ... -----o· . -. .. ' CONSTRUCTION NOTES PULL ALL NE\,/ CONDUCTORS ASSOCIATED \JlTH RUNS l AND .e. 0 0 TV-i-T i <D . SP-1-UM 4 B E ,x ST EXISTING--·TO REMAIN ' ' ,. '. .' I I.L. Q LU ~ 0 RELOCATE EX,. POLE AT LDC,. A COMPLETE EXCEPT REMOVE ,· ' ' ' ' 2" C, WI PULL ROPE TO BRISTOL ST. NO. ( FUTURE INTER- CONNECT L . PB AT 200' MAX. SPACING • 3 .-5 .. Sl"Af?[ CtJNPtl/Tfil ' l{J - /""•,, r--, C-0 ~? t l. 3, 4, 5. 6, 7, •·'Ji.£)~✓ REGISTERED CIVIL ENGINEER GENERAL ALL lTEMS Tn BE FURNISHED AND ALL \JORK .. TD. BE .D□N[ SHALL CONFORM TO SECTION 86 'SIGNALS AND LIGHTING' OF THE STATE OF CALIFORNIA, STANDARD SPECifICATION DATED JANUARY, 1988 AND STANDARD PL ANS DATED JANUARY, 1'988 AND NOST ·RECENTLY REVISED, . _ .. ' • . _, ,, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES 48 HOURS !N APVANCE OF . CONSTRQQTION. IT SHALL BE THE RESPONS!BlLlT-Y OF THE CONTRACTOR TD COORDINATE ALL PHASES OF CONSTRUCTION. THE EXJS'TENCE AN:D LOCATION OF L!NiJERGROUN:D UTILITY P.IPES DR STRUC'FURES SHOWN ON THESE . PLANS \JE.RE MADE . BY A SEARCH OF . THE RECORilSJ HOWEVER, NO GUARANTEE ., . 'IS , MADE •. , THAT ALL SUBSTRUCTURES DR iHAT THE LDCAilGNS SHO\JH ARE EXACT. THE CONTRACTOR SHALL TAKE DUE PRECALiTlDNARY MtASURES TD PROTECT ALL • UTILITY LINES INCLUDING THOSE NOT SHO\JN OR THOSE. NOT □F RECORD. CALL 'UNDERGROUND SERVICE ALERT' 1-800-422~4133: THE CONTRACTOR SHALL VERIFY \JITH THE ENGINEER . THE PRECISE FIELD L□CATl□NS FDR ALL TRAFFIC SiGNAL EQUIPMENT PRIOR TD INST ALLA TI□N. ND PULL BOXES SHALL BE LDCA TED !N OR . \JITHIN I' OF ANY \JHEELCHAIR RAMP. ALL PULLBOXES SHALL BE ND, 5, UNLESS OTHER\JISE NOTED ON THE PLAN, ALL SIGNAL HEADS AND BACKPLATES SHALL BE PLASTIC. ALL DETECTOR LOOPS SHALL · BE . 6' X B' UNLESS .OTHER\JISE NOTED ON THE PLAN. C □NDLJCT OR s C HE [TI I] RUNS - Al,IG CIRGUIT Ii\ :/1 It~ I/~ I/~ 1/6 01 I . ,3 6 ' ' 02 3 3 3 E, ' I 04 3 3 6 ,, 06 3 3 3, '· 02P ' I 2 4 ,. 1114 ,' 04P 2 ' 2 ' 02 PPB .. ., I I ' ' ' ' 04 PPB I 2 PPB COMM□.N I I 2 c i.S.N,S, 2 2 ' ' ' $PARES ... 3 3 3 I 6 I ' ,' TOTAL ·.,, 9 2L 15 38 ' ' . ' SIG COMMON 1 1 1 2 ' ' ' .. #10 LUMINAIR.E -2 2 ' TOTAL 1 3 3 , 2 01 ' 1 1 I DLC " ' ', 02 ·, ' 8 ', ' ', -TYPE ' ' 04 12 '' 12 ', ' '8 ' 06 ' ' •·, 3 3 ) ' . • ·.-· ' ' '' TOTAL 4 ' lG .•• <.: ·24' :.,· :, -, , ... ' 12 Pa INTERCDNN.ECT •• • '' 1 '' 1119 ' . ~--' t •-,' ' ', ' ' ' . ii'."• • •· ., • ' ' ·, : .• 1,, . :. -...,_, I ~-~~ -, ', ,' ' .• '' -, ,·, ' <Nl , = NEW CD -EXJSTi . '' • ,; .. ' . , .. , . •• -. (\J .. ·C'IJ -ru:.. "'· ., ,, ,j , _,:,,-_._, "' ' i'._ CONDUIT .SJZE •• I .,, -'' .,. ·"> . ,,-' " ·,·-·,-,,. -;_-· "' .. · . • "·I\!, '"'*·;·,; .:;:, ,, ' OJ ~, ·,w.,. •~, •.,:,·-' <-~· DU L E " \, t': .'•.-' _, ·-"' I A Iii\ I/} ' ' ' ' ' ' " ' I ' . ' ' ' ' ·.' •. ·;!·· -'·-,.:' ·: ' ', .. ·,. ' -, . ' _, ,. !(' '· • .,, . :, ;·-. : ,, -' " ' "' -i I ' 1 . I ! • -Br-ts:tot St .. -l~'1'1ne . Ay,:: *~* - ~ ·~ AND REUSE PED. HEAD AT LDC, B, REMOVE EX, F□UNDATlON; ,i L~»:FEIC .$H3NAI,. 'MPDllt(CAT'ION i'' " t; ' ' 0 REMOVE AND SALVAGE EX. POLE AT, LDC. D A.ND REMOVE EX. ' CAMPUS '0~1\iit 44 'Li:'T ' ._.._, ____ • ------------------------::_:,;,_"~_,,h_w_~_~_,q_~_,,"?,_;;_'t!"'_8'_? ___ _,+------...... -------_.;--......,--------...... ----...... ----...... ,.--~-.;. ~~.·~;;;N~:;:;:~~~~~~'7:N.::-;□N~R~··~h~~~:t.v~~o;:"'~-~-GN-:AA .. TL-L.,.~ ... ~u-· r_;_: -:F-R□_M...:...S.,.AL_V.,.A.,.G_E..;D .... P __ □,_,L..:E...:._ _____ _,..--,-------------..... -----,--------...... ----.f./Ag. ~AS::_":;:BVtZ='LT:.~s:,;. __ _i.. • ;; ~RLSTQL 'sT, •• •· ~1ctE.r 41 .. FOR REDUCED l>LANS a .1 2 3 ,-.....,,.....,. ..... ...,....,..., .. ; ___ .,.. _________ .....;.,.. ... .....;....._,·,..··....,.,, .. , ... / ... '""·_.Ct''?;,: ORIGINAL SCALE IS IN INCHES CO '. '.1220$ 12A 112:321 . FOR,'M·:_'t>fc.,;.oE --92 ..... p F c-R·ev. 1,ae> . ~ . . X X X X z 0 -... C ... a: .0 a. rn . z -« a: ... IL. ... z IU :E I! • C: -z: a: >-Ill Cl w ::,c: 0 w I 0 . CONDUCTOR · SCHEDULE A\,/G t:IRCUIT , "" 0:1 06 "" 02P ... 02 l'f'B PPi C:DHMON ·. 1.s;ltS. . SPARES TOTAL SIG COHH□N ~10 LLIMiNAtRE TOTAL ' DLC "" .,r'' TYP[ 116, ·a· 118 TOTAL 12 PR • INTtRCONHECT 119 . j ctJNDUIT SIZE Ill Ill RUNS /1\ iii\ 1/4\ I~ ~ 3 3 3 3 3 3 3 6 3 3 6 2 2 I I ,• I I 2 2 J 3 3 6 II 14 13 28 l I I 2· . 2 2 3 3 I ·2 3 3 .2 2 9 9 10 9 s 24 . "' • "' N ::: ::: ' 1u N "' ., (N) (D <D <D <N) = NEV (E) = EXIST. . ~ M Ii\ /). ,9 . ' - . - . ',. -~\ 'i POLE f . 1---,---· (. :"") •-~: ~ f-.5" SFARE COA/Pt/17 5 1"£1/C,GeO WITfl l'tlL lftJPE z"c,W/PULLROPE TO BRISTOL ST: (FUTURE INTERCONNECT) P.B. AT 200' MAX. SP/ICING. -- ------~------· ------~ 11) ' --;;:·-:· .,_ ~ •• r-7 .. /~ / ;.-· .. /_,.-----"'"-~--'"--__,/ ru "fr . .- tn ru a. ru M a. ru : 02 SCHEDULE (\,.-/. --STANDARD LUHINAIR( SIGNAL IKUITl!df ~D£STRI~N PCI...(. i.....;.. ... : STD,· TYPE MAST ARM NO. SI'-l.UM, 0 2-4-4-70 35' IS' ,• (N) 0 17~2-70 20' .,. w (RR) (<;) ·1-A-10' <RR> 0 26-4-70 -4:51 15'. (El (t) 1-A-lll.' (E) ---------. 0 1-A-lO' (E) ··-·-· ... SIZE/TYPE . 250\J HPSV 250\I HPSV 2SQY HPSV .. 1.$..N.S. vom;t...£ . POLE MT•G sv-1-r • (RR) . •• s.v-1-T TV-1-T • sv-1-T •. tV-1-T TV-2-T • -Bristol St •• -Irvine Av4! - MST""" 1-1¥,$ (Ii&) .!-,MA$ 00 ··••. HtAS Z"""MAS .. Pill[STRIAN PUSH .BUT-TON LOCATION REMAR;KS rr·, L. .Jc. .. .l PHASE T'YPE QUAD • E • B . C -7' SEE NOTE-3 SP-1-UM . RELOCATE: EXIST ' 20' (RS) I RS f>[D HEAD 8 I R£LOCA TE EXIST, . ll "' 6' (RS) RS -PPB .. 8 EXISTING --·m. REMAIN SP-1-UH B . ,., EX ,S:1. .i:RS) RS PPB s'P-1..,.UH. EXI~T!NG --'TO REMAIN 2 B N ·EX ST. CRS> . RS PED HEAD ·-, _ ___,,, SP-1...UM 2 -B s cxlsT EXISTING -T□ REMAIN . I ... --·-----· --.• ' .. ,• . ; . . ' . I I I l I I I' I '' )' t ! : -l j .,~; :,1 .:,.,:::?. , ,~,, ...:•r _ . .:.;,, --~<.~)-----· •. .,.,,_ . ' 118 I I OJ : •. li6 (\J .. In J ': '..' -. . ,', "" . \ ~ } '½[ 0:.. - 'f. ,·:;' .,,_.,,_.,.,., • l . ,:J-::;,::=fc==,:=;;~~,...-tt_:<J:J-;-----:---:--:-:-------:----: ~:.:· ...... '.~ a. -:f ."4 -···-t' M u <!) --·i+~ ~-" (J(,, .... l r .• --. .:.:£:::f-r"--±::7'"-----&--____ • __ ;;:;_-_-_·· _____ • • __ .. _ .... _ ... _ ... _ ... _-_:_--_· -r•--·',·· ' 1 '! l e; ~ ru 'U : <!) I "· ' I I i f I ; ~~ ~ • • : ···r· ... ~;t·~ --7 , ,J'.i p !R16 .• .., ·:t: I I I : I i I ' j ·-. 12 PR. #19 re ...... ·;:.::;;;:_:.;.-"" .. -t§.~ •. ~-=-6J--·---------- .... • · • • EXIST. 170 CONTROLLER ) PROTECT IN PLACE '£XIST. TYPE HI SERVICE -TO. REMAIN CONSTRUCTION NOTES PULL"ALL NE\J CONDUCTORS ASSOCIATED \JITH RUNS I AND 2, INSTALL· 'TYPE II PEDESTRIAN BARRICADE PER STATE SlDi. ,PLAN NO. ES"5F. REMOVE P,ND SALVAGE: EX. POLE AT LOC, A AND REMOVE EX, F □UNllATlON, REMOVE SIGNAL EQUIP. FROM SALVAGED POLE AND REUSE ON NE'w' POLE AT LDC. A. M0111FY· EXIST. 170 CONTROLLER ASSEMBLY BY INSTALLING ADDITIONAL DETECTOR • SENSOR . UNITS AS-NECE.SSARY, • FOR REDUCED PLAN.S 0 1 2 3 2 . 3. 4. 6. 7. 8, PROPOSED GENERAL NOTES ALL ITEMS rn .BE rnRNISHED AND ALL YORK TO BE DONE SHALL CONFORM TD SECTION 86 'SIGNALS AND LIGHTING' OF THE STATE OF CALIFORNIA, STANDARD SP.ECIF!CATION DATf;D JANUARY, 1988 AND STANDARD PLANS DATED JANUARY, 1988 AND MOST RECENTLY REVISED. THE CONTRACTOR ~HALL DDT AIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMP.AN!ES 48 HOURS IN ADVANCE OF CONSTRUCTION, IT SHALL BE • THE RESPONSIBILITY □F THE _CONTRACTOR TO COORDINATE ALL PHASES OF C□NSTRUCTl□N, !~uC~~~1E~~~~DJj~O;:;:~NPtN~N!~~ri~~~ ~~ILr;E~~S OFo;HE REC□RDSJ HO\JEVER, N□ GUARANTEE IS MADE THAT ALL SUBSTRUCTURES OR THAT THE LOCATIONS SHD\JN ARE EXACT. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY ,MEASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT SHO\JN □R THOSE N□T OF RECORD. CALL 'UNDERGROUND SERVICE ALERT' l-800-422-4133. THE CONTRACTOR SHALL VERIFY \o/lTH Tl-jE ENGINEER THE PRECISE FIELD L.OCATIONS FOR ALL TRAFFIC SIGNAL EQUIPMENT PRIOR TO • INSTALLATION. • ND PULL BOXES SHALL BE LOCATED IN OR 'w'ITHIN l' Of' ANY VH_EELCHAIR RAMP. ALL PULLB□XES SHALL BE NO, 5, UNLESS OTHER'w'!SE NOTED ON THE PLAN, ALL SIGNAL HEA!lS AND BACKPLATfS SHALL BE • PLASTIC. ALL DETECTOR LOOPS SHALL BE 6' X 6' UNLESS DTHER'w'ISE NOTED ON TflE PLAN, /AAS·B/JILT$ j)_.Jit£ '_/"lff..1 p. ?!>/1.P TRAFFIC • SIGNAL MODIFICATION ·' 'CAMPUS DRIVE: AT ·.BRISTOL ST NO: ' { •/ .. ,-.. -~, ' ~~·r..---•J-.. ORJGINAL SCALE IS IN IN◊HES CU J22Q8 EA 1·12'221 . , .. _==:;:::::::::==:::::::::::::t::~==::t:==='--...L.. __ _'___,__~-~-------------__[~_2:~~ -~---""'----'-,J~-,.-:......._--'--, ~ ' ' X x- X >-co 0 LU (f) > w a: llJ f- <( Cl o>-wro f-<( 0 _J w z ::J (,'.) (_) - _J rfJ <tw (_) 0 a:. :tl i Zi -·! c., z w. ... • u w --, O! a: !l- .c -z a: Cl LL -_, C t.) u. 0 0 LU rfJ > LU a: LU f-<( 0 >-ro 0 w ::<'. (_) w I 0 E i§ Cl) t - L ___ -- FOA'M OC-OE-92-PF (REV. 1/86) '"' V, x w ;!, 0 .., 1so1 NOTES 9 iO "' + "' :! 1. INSTALL PAINTED STRIPES, PAINTED PAVEMENT MARKINGS AND RAISED PAVEMENT MARKl'"RS PER STATE OF CALIFORNIA STANDARD SPEC- IFICATIONS AND STANDARD PLANS DA TED JANUARY, 198a SEE SrATE STD. PLAN NO. A20-A, A20-B ~ A20-C FOR STRIPING DETAILS. 2; REMOVE/SANDBLAST ALL CONFLICTING STRIPING -WITHIN LIMITS Of WORK. 3. SEE STATE STD. PLAN NO: A-248 FOR PAVEMENT MARKINGS, ARROWS AND SYMBOLS; PLAN NO. A-240 FOR PAVEMENT MARKINGS, WORDS AND CROSSWALKS. 4. ALL PAVEMENT MARKINGS SHALL BE "THERMOPLASTIC !3 TWO-COAT STRIPING REQUIRED~ EXCEPT THERMOPLASTIC. • RIGHT 2 LANES MUST TURN RiClHT R18 (MOD) SIGN FURNISH I< INSTALL NEW SIGN BRIDGE 'MTH 79' SPAN, PER DETAIL, THIS SHEET. REMOVE a,. SALVAGE EXIST. SIGN BRIDGE. • REUSE EXIST. SIGN PANELS. - SO. _<B_ ~¢ 38 LEGEND G INSTALL SIGN -Wl'fH POST UNLESS OlllER'MSE NOTED. © EXIST. SIGN TO REMAIN (§) RELOCATE EXIST. SIGN ® REMOVE AND SALVAGE EXIST. SIGN. © INSTALL 4• WHITE LAN[ LINE WITH 50' SOLID END SECTIONS PER DETA_JL 9. ® INSTALL 8" WHITE BARRIER UNE PER DETAIL 38. @ INSTALL 2-TYPE "A" RPM @6' O.C. @ INSTALL 12" SOLID WHITE CROSSWALK DR LIMIT LINE • THERMOPLASTIC. @ INSTALL TYPE IV ARROW AND "ONLY' RR I I l I I I I . I / .- t .. I i i i { : ! • 0::: 0 ;PKt>I." LI/N§ IVI/J7715 m 8/?CK t>I' ~Jf/';,T. X-1,//;tK 75'± Pl'/INT Pl/Mr h'KA'tlJ<I .P j.':. -1:it1-"-J,,,.--,----L~~.:.:l'l.::~K so,r---------1---c:'"I--""'...," 1 ~+1--+--c---1::__;;~ Hw' 0::: 0 1 l:! l! 3 "' "' ,. '.2'.-t /'.'t'l I a'•< / .::._, 0 ., ONLY C.F. I II -2-6 -5/.Z4-£ Ld 30"x 15' PILE FOUNDATION Campus ...t Drive ~1 s·-o· -:i-6" CT); SOUTH 9!...9 11 • 10 1-9° F: S.8.T. i/J ):;6,tb&, R !STEREO CIVIL ENGINEER r ONLY 0 Irvine Avenue 8-0" r ONLY 5 II SIGN TYPE• A-2 POSTS : 12 AT 65.42 H· 19'-3" ,--=( 5'--6"£ I ,,.,,,-50. 54 BEAMS • : 10x6 AT ·36.83 lLLUMIN.ATION REQUIRED SIGN PANELS: LAMINATED (EXCEPT A,.C,E a Gl NOTE: SIGN PANELS A,-B, C, D,F a G SHALL BE REMOVED FROM EXIST. SIGN BRIDGE AND REUSE.D ON NEW SIGN BRIDGE. SIGN PANEL E IS NEW. I I bJ 3:i"x 15' PILE FOUNDATION SIGNING AND STRIPING BRISTOL_ ST SOUTH ~E_A_l_l2_3_2_1 _____ ___J )( )( )( - X X 0 w >-(J) m > 0 LIJ w a: (J) w > I-w <t: a: 0 w I-<t: 0 0 >->-wm m 1-0 O <t: w w .....lz :J "' O<'.: O '>:! 0 .....1(/) w <t: W I 00 0 a: w, W, Zi -1 C, z LiJ ! ' ,-, u w ' -, o' C: I a.. < -z ~ u.. -...I < c.;, u.. C) w .... < .... . «> t >· "' Ld J: U1 FORM DC-OE-92~Pf (REV 1/86) ,,, ,__,. • 150' CORONA 1. 2. NOTES ALL TRAFFIC CONTROL MEASURES, CONSTRUCTION SIGNS, DELINEATION, ETC,, AND THEIR USE DURING THE CONSTRUCTION PHASE OF THIS PROJECT SHALL CONFORM TO THE PROVISIONS SET FORTH IN CALTRAN'S "MANUAL OF TRAFFIC CONTROLS" MOST RECENT EDITION. LANE CLOSURE SHALL CONFORM TO CAL TRANS STANDARD PLAN NO. T-11, • 3. AT ALL APPROACHES TO CONSTRUC~ON AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE THE TRAFFIC DETOUR WILL BE IN EXISTENCE DURING NIGHT HOURS, DELINEATORS AND BARRICADES MUST BE EQUIPPED WITH LIGHTING DEVICES. 4. THE LOCATION OF ALL SIGNS SHOWN ARE ONLY APPROXIMATE AND THE EXACT LOCATION SHALL BE DETERMINEO IN THE FIELD .BY THE ENGINEER IN CONJUNCTION WITH THE CONTRACTOR. 5. THERE SHALL BE A MINIMUM OF FIVE FEET (5') BETWEEN THE NEAREST TRAFFIC LANE AND THE EDGE OF UNIMPROVED ROADWAY OR AN OPEN TRENCH. 6. NO TRAVEL LANE SHALL BE LESS THAN TEN FEET (10'). 7. TRANSITION AND TAPERS SHALL BE A MINIMUM OF 50: 1. C18 i, -j • LEGEND INSTALL SIGN AS NOTED DELINEATOR -SPACED AT 50' UNLESS OTHERWISE NOTED FLASHING ARROW BOARD WORK AREA SR--73 CORONA DEL MAR • • • /////////////////// • ;,, ·, /////// /////// t~~~ ////////./ \• / / / / / / / / / / )\ • • • /////////////////////////// U') =::> (l_ 2 <C u uJ z > u:: i i ' I C18r C18j, ~--.. ·---f·· ... ··--·-··· ........... . I r 500' 0 1 2 SOUTHBOUND C20(RT)io 500' 200' BRISTOL -..•. A /2-- •• -____ j' __ _ ---., SOlJ Tf-l BOUND FLASHING ARROW BOARD DIST COUN.fY ROUTE . 12 ORA 73 REGISTEREO CIVIL ENGINEER ST. SOUT~4 • • • POST MILES SHEET TOT AL TOTAL PROJECT NO SHEETS R4.88/R6.2 ' 91 I J: u \..,. 21 25 -"-. ····--~--· ----- 500' • -::-::----::--::--:---:--:-:--====--=:-:-: ' -~---__,,,,..,,,..._..., ~~-------""" ' --··· ·-' SOUTH 3 f- l/') I u u:: BRISTOL St'. -SOUTH DETOUR l J FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES '··-... 'CC'C .... =--··=-.... = .. ··-=--,d,,..,;:;;:-.,, .CCC' .... -::--.. --;:::;-::-=.-=----=--=-... = .. =--=--= ..... -::-.= ...... -:--: ... -=:= .... === .. _==_,.,::::: ___ :::::_::::: ___ == .... -.. ===-~='==~~-------·~-------.-.-:.-.::= ........ ,.' '"' .. , cu 12208 EA 112321 X X X . X >-co 0 w (/) >; w a: W · I-4.· .. p I i 0 w (/) > w a: w I-<!. 0 >-CD 0 w :.:'. 0 w I 0 INSTALL CRASH BARRIER . SYSTEM--~~ 60 MPH DESIGN SPEED (SEE DETAIL) T , .... REMOVE EX. LANE LINE. •• INSTALL TEMP. 4" SOLID WHITE EDGE STRIPE lNSTALL TEMP. TYPE K RAIL ~---· ---····----.. ~ . '.) _, . ;.:,_ :.t • ---- MAINTAIN EXIST. STRIPING , FO.RM .DC-OE-9-i--PF (FfEV. 1/86} ~,.,... I ' C30, W57(L T}, & T PE "N" : ' " --·-·---·····~ '- ·.c 21 ···.·-0·,·r ··--··· .\ • f 1. 2. 3. 4. 5. 6. -INSTALL RIGHT TURN ARROW ·5 •• ....... · · ... .. .• 6 · • --•• ···-············ ------- ... '{ --;_ .. ALL TRAFFIC CONTROL MEASURES, CONSTRUCTION SIGNS, DELI NEATION, ETC., AND THEIR USE DURING THE CONSTRUCTION PHASE OF THIS PROJECT SHALL CONFORM TO THE PROVISIONS SET FORTH IN CAL TRAN'S "MANUAL OF TRAFFIC CONTROLS" • MOST RECENT EDITION. • AT ALL APPROACHES TO CONSTRUCTION AREAS WHERE AN OPEN TRENCH EXI_STS AND/OR WHERE THE TRAFFIC DETOUR WILL BE IN EXISTENCE DURING NIGHT HOURS, DEL_INEATORS AND BARRICADES MUST BE EQUIPPED WITH LIGHTING DEVICES. THE LOCATION OF ALL SIGNS SHOWN ARE ONLY APPROXIMATE AND THE EXACT LOCATION SHALL BE. DETERMINED IN. THE _FIELD BY THE ENGINEER IN CONJUNCTION WITH THE CONTRACTOR. TIHERE SHALL BE A MINIMUM OF FIVE FEET (5') BETWEEN THE NEAREST TRAFFIC LA NE AND THE EDGE OF UNIMPROVED ROADWAY OR AN OPEN TRENCH. NO TRAVEL LANE SHALLBE LESS THAN TEN FEET (10'). TRANSITION AND TAPERS SHALL BE A MINIMUM OF 50:1. 7. 8. 9. .., C1.3 ---.. ,. EXISTING· TRAFFIC SIGNALS SHALL OPERATE WITHOUT INTERRUPTION AT ALL TIMES. PRIOR TO THE START OF CONSTRUCTION, THE CONTR;ACTOR SHALL · ARRANGE TO· HAVE s Ir:NAL PHASES PLACED ON RECALL AT tOCATIONS WHERE DE TECTORS WILL BE DAMAGED DUE • TO CONSTRUCTION WORK. AUTHORIZATION TO PLACE SIGNALS ON FLASHING OPERATION SHALL BE ONLY AT THE DIRECTION OF THE ENGINEER OR POLICE DEPARTMEN T. VEHICULAR ACCESS TO DRIVEWAYS SHALL BE MAINTAINED EXCEPT WHEN CON$TRUCTION PRECLUDES SUCH ACCESS FOR REASONABLE PERIODS OF TIME. IF CONSTRUCTION RESTRICTS VEHICULAR ACCESS TO PRIVATE PROPERTY, EFFECTED RESIDENTS SHALL BE NOTIFIED (AT LEAST 48 HOURS IN ADVANCE) AS TO THE TIME, DA TE AND DURATION OF SUCH RESTRICTIONS. IN AREAS WHERE TRAFFIC CON TR OL NECESSITATES OR AT THE REQUEST OF THE ENGINEER, THE CONTRACTOR SHA LL PROVIDE POST AND MAINTAIN "NO PARKING" SIGNS AS DIRECTED BY THE ENGINEER. CONTRAC TOR SHALL NOTIFY AFFECTED RESIDENTS AND BUSINESSES AT LEAST 48 HOURS PRIOR TO POSTING SIGNS. REMOVE EX. LANE LINE TO BRt$TOL ST. NORTH INSTALL TEMPORARY 8" SOLID WHITE STRIPE (400 L.F.) . r" , , ; '" i' ··,;-. / REMOVE R61 ---I RQ 1 .-·. ARROW A'6"#i'YE e"X P#tT ,G'.,f',<'ON' ~l~-W=~~~="•=~·-·=c=····-•·=••~·~=~=~~~-~~~~~ -__ , ___ ;_,,-.,..,-o,,_.,,,,, .. ,,,~-'-,"' ,. .L OC) •,\_,,· u / / . ¥;Lt:J.SG-LnHtr :ik~ 0,1.-r,e,,,;15. 57ZJ ?L/111 •• h'"1.t>/P/E£> T-// &'A' a?,\c'.51,ifi1/C.77<?A" ON' ,1//4¥ CO,Wy,!" .• (:;, 1/"' 12..::.. DETAIL FOR REDUCED PLANS ORIGINAL SCALE IS IN .INC.HES 0 '· . . . ' .. 1 2 3 1 \ '"-_ .. __ • .. ,_ ,. ;\-· DIST COUNTY ROUTE f>OST _-~MI ES SHEET TOTAL . T OTN.:: ' ' • . · JECT NO SHEETS 12 ORA 73 R4 .88/R6.2 22 ·2,5.• . . .. -•. -. di1JL1,bw °REGISTERED CIVJL ENGINEER lli,« · i<J;_ /) b1LC:.C PLA!QSAPPtd<{f~ATE -~ No. J7!f'-~---·_·•_•, ....... _ ............................. _________ --I.. p.~110/1 ·• REMOVE EX. LANE LINE .. • CIVIL •. nt\,=,,.,,:. • INSTALL •TEMP. 4• SOLID WHITE • EDGE STRIPE • • --·-_..... INST ALL TEMP. TYPE K RAIL / /WC1RK /AREA/ / / /, ;, /_/,_)/// / /,/ ,1~7,;;;,;, -i • -i C 18 MAINTAIN_ ~XIST. STRIPING . LEGEND INSTALL SIGN AS NOTED DELINEATOR ~ SPACED AT 50' . UNLESS OTHERWISE NOTED . . BARRICADE -TYPE II OR TYPE Ill TEMP, RAILING-TYPE K I } TR/.\ff:i'f:;·yt;· CONTRO-L . ·F?t..AN ' ,' ,·· '.,. . ' • • . '. . . .-J • '·• -'. - u, '' _.. •. '! ' ., CAMPUS DRIVE cu 12208 EA 11252( . ,;·'·, ·,, ', ,·(,,,'·\ ',' :' .:j' · .. •: ....... •.'" -' •}. •. ', ': •',', '","•. · .. . , : ,"· • '. . ·. ., ' ·~ ..... -··" ·, .• ' • X ,, ., ·1.:.1---1----1 0 UJ >-Cl} (0 > . o w w ' a: Cl}. w > ' f-,. w ~ a:' Cl w ~ Cl >-co ' ,. • Cl w ~ 0 w ' J: 0 f-r c:, ii '!; 1. 2. 3. 4. 5. 6. 7, -,_,,,,. ,. ' c, _, ·:, -_, .. , '_,_ ... t,,;;,;,i,•,:•"' ,., ~,,.,. .. ,·--·' .,,, !'\,' ' , FREEWAY 'CLOS£D At-<i:AD NOTES ALL TRAFFIC CONTROL Mi:As_U.RES, .CONSTRUCTION SIGNS, DtLINEATION, ETC., AND THEIR USE DURING THE CONSTRUCTION PHASE OF THIS PROGECT SHALL CONFORM TO THE PROVI SIONS SET FORTH . IN THE STATE OF CALIFORNIA, DEPARTM.ENT Of · TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONEs", DATED 1985 Al ALL APPROACHES TO CONSTRUCTION AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE THE TRAFFIC DETOUR WILL BE IN EXISTENCE DURING NIGHT HOURS, DELINEATORS AND BARRICADES MUST BE _EQUJPPED WITH LIGHTING DEVICES. • • 'THE LOCATION OF ALL SIGNS SHOWN ARE ONLY APPROXIMATE ANO THE t XACT ·LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN CONJUNCTION WITH THE CONTRACTOR. THERE SHALL BE A MINIMUM OF FIVE FEET. (5') BETWEEN THE NEAREST TRAFFIC LANE ANT THE EDGE Of THE ANY . AREA UNDER CONSTRUCTION. ' NO TRAVEL LANE SHALL BE LESS THAN TWELVE FEET (12'). TRANSITION AND TAPERS SHALL BE .A MINIMUM OF 60: 1 . FREEWAY CLOSURE SHALL BE PERMITTED ONLY D\,IRING NIGHT TIME HOURS (10:00 PM TO 6:0.0 AM). C2 (ONE PER LANE) TYPE 1lf BARRICADE (MIN : 3 PER LANE) -I CSA . iWS Ci I- • w ~ ...I ...I -iS w a: • • N. BRIST L ST. \ • • • • CONES(TYP) CONES (TYP) • so· SPACING Cl • • • • 1 CJJ ••• 4C5A WS(RT) •••• . a > _J IXI w w ~ Ill ~ c(. ..,·:· .• C30 0'9·---..----------------------------•••t•••·••~..,-'!"·.!"'•~••-••-•...,,.• .. .: ... :. .. •~.:-· ..;;_;;..,.;.,·..,_;:.._:,..;;_;:.._.:,_;..,.:...::..:....:....::.. .................... _ ..... ... ..... r • • • ,.• • • • • • • • • • •· W5(RT) t:J • • • • • • • • • v:, SR-73 CORONA DEL MAR FREEWAY w z :, -~1 ~-,. \-CSA \-CSA FOR R.EC>UCED PLANS .,:,,· ORIGINAL SCALE . IS IN iNCHES · 0 • I DIST. ,COUNTY ROUTE 12 .ORA 73 REGISTEREDCIVitENGINEER 1 C5A • 7 C5(LT) • SR-73 CORONA. DEL MAR FREEWAY •cs CZ (ONE PER LANE) TYPE 111 BARRICADE (MIN .. 3 PER LANE) FREEWAY CLOSED AHEAD 1 CJ9(MOD) -L C20 .,. C1!3 1 2 NB 73 RAMP CLOSED USE NO BRISTOL ST . 3 RAMP FULL I.Li ~ IJ.J z > a: CLOSURES SHALL CONFORM TO T-14 STATE STANDARD f:'LANS~ FWY CLOSURES SHALL CONFORM TO MODIFIED T-10 A. • LINSCOTT, LAW & OREl;NSPAN, ENGINEERS llVfeSI Of\tATK>N-f'l.ANNING ·-_· TRAFFIC EJioNEE~ -. PARKING • ' ' ' : 1_&•i ~TE DRIVE aun:t: 122. COSTUliiSA._ • .:A.ffflH .. I01'°""1...,,.0l'IAW'NUI! $UfTE 100,PASAOtWICA_.1148 TNlt,·IIIQ·· tlltOO Dl'Wl. SUITI 241 ·:w,i QlOO· .. CA ft1_N o•~rti'l uar 12131 Mll•U ,'$ -co .CTJ (/) > LU a: • Ui I- <{ 0 a: w w z C,' . z : w.-! ' ....... ! CJ W· --~-• _· o [ a:· a. I C -z = ·0 u.. :::; C c.:, I.I,. C) ' I 0 LU (/) > LU a: w 1-<l: 0 Vl REMOVE EXIST. EDGE STRIPE, PVMT. ARROWS AND #3 LANE LINE ,t EXTEND NEW EDGE STRIPE TO JOIN EXISTING "' -·· --·------------.; ' CL 2 <( 0 !000' TAPER OF 4" .WHITE EbGE STRIPE fil INSTALL DELINEATORS AT so' SPACING -TYPICAL SR 73 CORONA DEL INSTALL C30 SIGNS AT 200' INTERVALS ' . ' \ • ··, \. ' '-... ,,~ --------- I // --------------·-··-·-·----· , ____ .-_____ ,, •" ', '---------~---~~------+ BRISTOL ST. f\j OR TH r .. • ---·m . I INSTALL 4 WHITE EDGE STRIPE AT POSITICN OF EX. LANE LI NE INSTALL K RAIL NEW 4" SOLID WHITE EDGE STRIPE ORONA MAR FREEWAY I NORTHBOU ND • • INSTALL CRASH BARRIER SYSTEM 70 MPH DESIGN SPEED SEE DETAIL :3HT 22 MAINTAIN 1' CLEARENCE BETWEEN EDGE STRIPE B K·RAIL • ~C30 • ~C30 LEGEND INSTALL SIGN · AS NOTED DEUNEATOR -SPACED AT 100' TYPE K RAIL 250' INSTALL W11 BOUN D •. INSTALL PVMT. 200' o.c. . • ~I ARROWS 7· T • • -- BEGIN INSTALLATION OF NEW 4" SOLID WHITE EDGE STRIPE -!000' TAPER. REMOVE EXIST. EDGE STRIPE • :····· .,. ''""""'""""•."_-.-~'. -.-----. •. ·.···.---··· '"" ,L ----BEGIN REMOVAL OF EXIST #3 LANE LINE I -··-·----- • • ~C30 • TAPER OFf----4" WHIT~ EDGE STRIPE , I. u er:: m I • REMOVE EXlS1. EDGE STRIPE AND #3 LANE LINE ~C30 '-. ., ----""·'._,·,K•:.'(,-,_. _j -:··----·-"·~-. --- --------~__;.._-,L'-----•. ', -~~.:;..... .. ---- INSTALL W75 SIGN$'; _____ ◄W75 750' IN ADVANCE OF,. •• • LANE DROP. ' -i.,..; I Vi uJ z .J .• x . 2 7/12/ MA_ .• li---~ ' '· & REVISION iN RESPONSE TO .REclUEST FOR INFORMATION . INSTALL C18 SIGNS 1000' IN ADVANCE ON SOUTHBOUND SR-73 AND ON SR-55 INTERCHANGE RAMP INSTALL W75 SIGNS 750' IN ADVANCE OF LANE DROP. BEGIN REMOVAL OF EXIST ------~-------. #3 LANE LINE SR-'73 CORONA DEL MAR FRE:EWAY I SOUTHBOUND • ····-· 1000' TAPER OF 4° WHITE & EDGE STRIPE ·-·-·· \c~····· •···· --. PLAr~APPROefAL DATE • >-w w I (I) >--co 0 w (j) 0 w (j) > w INSTALL PVMT. ARROWS AT 200' o.c. BEGIN INSTALLATION OF NEW 4" SOLID WHITE EDGE STRIPE -::900:. TAPER 100% \_INSTALL DELINEATORS AT 50' SPACING -TYPICAi:. X .. x •• > U-1 a: a: w I- <( 0 <. ···>' o . > W CD CO .1-0 o .<i:w .,., _J ~ ::, z :,( . ('.) () :3· U) • w <( lL I OD U I I :, ' -·. '· .... _ ' :' _,, •• ,.:_ ·, > -. .;,, ·.• ... ,-. ' co JI. • • . ·::.·If • ;::/ .. , .. ,._. . ' (/j ::_ •c '- 250' LEGEN·o INSTALL SIGN AS NOTED • DELINEAfOR -SPACED AT 100' TYPE'. K RAIL i I . ' '· SR-73 CORONA .DEL ·· ffi 1000' TAPER OF 4'' WHIT.E EDGE STRIPE MAR & INSTALL 4" WHITE EDGE TRIPE AT I i I • Pos1T10N of kx. LANE LINE ---····· ... -1 __.J I I I C3~ • _·: ___ ,, .. -----·-·------- INSTALL • C30 ~ • C30 SIGNS AT 200' INTERVALS . NEW 4" SOLID WHITE EDGE STRIPE 70 MPH DESIGN SPEED '---'----+-1--~-..,._,_-,----+-i--'---------'-----' SEE DETAIL SHT. NO. 22 BRIST OL . LLl z > et:: • "·-·-···-· ...... :·::,.~,.,,_ END REMOVAL OF EXIST #3 LANE LINE ffi · FREEWAY SOUT HBOUtNO ffi 100'± TAPER OF EDGE STRIPE C13 ► MAINTAIN t' CLEARANCE BETWEEN EDGE STRIPE 8 K·RAIL Li', SOlJ TH BRISTOL ..... .......,--.,......._---.,...,.--------------------------------------,,---•------------------------------------------r-----~:-T=~~~'.'":".".:'---------........... ------------~-----------~------F'.)R REDUCED PL ANS 0 1 2 3 FO··RM OC-OE-92-PF ("REV. 1/Sf"; ,_it ,,...4 ORIGlr-.A~ SCALE IS IN INCHES _..J__ _ _:__:::..:..:..:.=~:.....::..:..:.:=...:..::....:..:..:...:...~~~:__---'=::::::'.':::::::::::'.:=::=::'!:=:::::=-::::::=='---.L_____________ --•· ------------ SOUTH ,. -: . • . • • ' I u et:: I . I I i. I .. ! .. I eo l • • l • : .f y • 40 H !· \ G'.t.ROEN GIIOV flOV ,. r PIIOJECT I{ LOCATION I j ., ELToro LOCATION MAP NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS AN INQUIRY I.D. NUMBER FROM , "UNDERGROUND SERVICE ALERT" (1-8007422-4133) AT LEAST TWO WORKING ,DAYS PRIOR TO COMMENCING EXCAVATION. AGENCY INDEX MESA CONSOLIOAIED WATER DISTRICT _____ 7I4 / 631 -1291 IN$PECTION 714 / 754 5398 CITY OF COST/\ MESA: TRANSPORT.O.TION ______ 714 / 754-5334 SANITATION _______________ 7I4 I 631 17 31 INSPECTION , 714 / 754-5323 FIRE OEPARTMEN, 714 / 754-5106 --···-·-··--··-····--- ORANGE C,OUNTY F'IRE CEPARTMENT __ 714 I 744-0400 , COPL.EYi.'Jc.vNY CATV ____________ ,,, /545-8071 PACIF-, BELL TELEPHONE ___ _ __ ,_, ___ , ___ 714 / 2,59-4473 SO UTHE.RN CALIFORNIA EDISON CO. ______ 714 / 458-4439 SOUT F i,-t•!CALIFORNIA GAS CO. 714/ 634-3138 -l'WA ENGINEERS ~ _____ ,_,_,_,. __ ,, ~-,.•·-·· ____ , _71' I 968-1221 JOHN WAYNE AIRPORT~ _____ ,,, ______ ., ________ 7l4 / 755-6525 EM A --~~--'---~ HPV_, __ , ------~------ ~-7l4 / 334-3470 _______ 714/ 755-3636 GS A ~--~--------_,_____ -------~714/755-6622 TWM SAND EGO FWY NEWPORT BEACH VICINITY MESA 3B - 0 l{XX) 2 000 ~-::.X>OF[E;T ~eet::::::::ieis"'3::===:I='="' IRVINE INDEX OF SHEETS MAP A.C, ASTM BF CATV ,C/L CLR CML&C , COM. CONC. CONST. CLPG cu. DEG. DET. D.I. DIA. DWG ELEC. E.P, F.H. FLG'D FND'Y F.S. FT FTG HMW HOR. H.P. IN INV KV LAT L.f. MAX MCWD MIN N,T.S. PE R R/W REINF, RHW ABBREVIATIONS ASPHALT CONCR ETE AM ERICAN SOCIETY FOR TESnNG AND MATERIALS BUTTERFLY CABLE TELEVISI ON CENTERUNE CLE AR CEMENT MORTA R LI NED & COA TE D COMMUNICATION CONCRETE OR CON CEN TRIC CONSTRUC T / CONSTRUCTION COU PLING CUBIC DEGREE DET AIL DUCTILE IRON DI AMETER DRAWING ELE CTRIC EDGE OF PAVEMENT FI RE HYDRANT FLANGED FOU NDRY FI NI SH FEET FOO TI NG HIGH MOLECULAR WEIGHT HORIZONTAL HIGH PRESSURE INCH INVERT KILOVOLTS LATERAL LI NEAR FOOT M AXIMUM MESA CONSOLI DA TED WATER DI STRICT MINIMUM NOT TO SCALE PLAIN EN D RADIUS RIGHT OF WAY REINFORCE HARO RUBBER INSULATION SCH SD SHT SQ STA. STD. SWR TELE T.P, TYP , VERT WAT , WWM CAB W.A.T.C .H, PVC CIP ACP T WM BFV ANG PT CAB AWWA CONSTRUCTION PLANS SCHEDULE · STORM DRAIN SHEET SQUARE STATION STANDARD SEWER TELEPH ONE TOP OF PIPE TYPICAL VERTICAL WATER WELDED WIRE MESH COARSE AGGREGATE BASE WORK AREA TRAFFIC CONTROL HANDBOOK POLY VINYL CHLORIDE CAPITA L IMPROVEM ENT PROJE CT AS BESTOS CON CRETE PI PE TRANSMISSION WATER MAIN BUTTERFLY VALVE ANGLE POINT CRUSHED AGGREGATE BASE AMERICAN WATER WORKS ASSOCIATION FOR THE CONSOLIDATED WATER DISTRICT BRISTOL/CLINTON TRANSMISSION CIP 8619 NOVEMB·ER 1988 BASIS OF BEARING THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF RUNWAY IL-19R AS SHOWN ON THE RECORD OF SURVEY 87-1008, BOOK 117, PAGES 5 -9 , INCLUSIVE, RECORDS OF ORANGE COUNTY, CALIFORNIA, BEING N 28° 48' 0811 E ___ IN DE X OE SH_F ET S SHEE T 1. 2. 3. 4. 5. 6, 7_ MAIN DESCRIPTION TI TLE, AGE NCY AND SHEET IND EX GENE RAL & CO NSTRUCTIO N NOTES P,LAN & PROFILE PLAN & PROFILE PLAN & PROFIL E PLAN & PR OFI LE DETAIL S APPROVED BY ORANGE COUNTY FIRE D,EPARTMENT ~, /#7fo ,?.-N-$'t 11.-t -88 DATE MC909. SHEET I APPROVED BY MESA CONSOLIDATED WATER DISTRICT NOTE~; 1. THE DISTRICT .ENGINEERING OFFICE.·;;,.'.· .. ~.t!.,;,~., f BE CALLED FOR l~SPECTION TWO .. WORKING DA r i .rf ~Ji,f?~E •• THE START OF WORK AT 754-5389. " ··"• ,r 2. CONTRACTOR SHALL VERIFY THE DEPTH & LOCATION OF THE PROPOSED TIE-IN POINTS PRIOR TO ORDERING · THE PIPING & FITTINGS. 3. SEPARATION BETWEEN SANITARY SEWER AND WATERMAINS SHALL BE 10' HORIZONTAL AND 1' VERTICAL UNLESS NOTED OTHERWISE ON THE PLANS AND PROFILES. 4. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING. 5. • EXISTING UTILITIES SHALL BE PROTECTED IN PLACE UNlESS NOTED OTHERWISE . 6. WATERMAINS SHALL HAVE 42" MINIMUM COVER UNLESS NOTED OTHERWISE. 7. • CONTRACTOR SHALL HYDRO-TEST WATERMAINS PER ME.SA CONSOLIDATED WATER DISTRICT SPECIFICATIONS. 8. CONTRACTOR SHALL INSTALL TEMPORARY CAP FOR TESTING AND CHLORINATION PRIOR TO CONNECTING TO EXISTING WATERMAIN. 9. STATIONS SHOWN ARE ALONG CENTERLINE OF PIPE -NOT STREET. LOCATING DIMENSIONS ARE FROM FACE. OF EXJSTING CURBS AND /OR CENTERLINES. 10. A PRECONSTRUCTION CONFERENCE WITH REPRESENTATIVES FROM THE AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD AT THE MCWD DISTRICT OFFICE, 24 HRS PRIOR TO THE START OF CONSTRUCTION. REQUIREMENTS OF THE CITY OF COSTA MESA 1. ALL WORK SHALL CONFORM TO THE CITY OF COSTA MESA STD'S AND SHALL MEET THE APPROVAL .OF THE CITY ENGINEER AND ANY ISSUED PERMITS. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION. 3. THE DISTRICT SHALL OBTAIN A PERMIT AND REQUEST INSPECTION FROM CITY ENGINEERING DIV. 48 HRS. IN ADVANCE OF PERFORMING ANY WORK. CONTRACTOR TO COORD1NATE ALL INSP.ECTIONS WITH . THE DISTRICT. 4. • ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO ANY SURFACE WORK IN THE PUBLIC RIGHT-OF-WAY. 5. PROTECT ALL EXISTING UTILITIES IN PLACE. 6. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE 5.6% BY DRY WEIGHT. 7. TRENCHING AND RESURFACING SHALL BE PER CITY OF COSTA MESA STD. DWG. NO. 813 WITH BACKFILL MATER IAL BEING SAND/CEMENT SLURRY OR C.A.B. AS DIRECTED BY THE CITY ENGINEER, W/6" A.C. OVER C.A.B. 8. ALL REPLACEMENTS OF CURBS, GUTTERS, ETC. SHALL BE PER THE CITY OF COSTA MESA STD'S. 9, MAINTAIN ACCESS TO LOCAL PROPERTY. NOTIFY PROPERTY OWNERS 24 HRS IN ADVANCE OF CONSTRUCTION. Nor /J.cq .,,,e.,c, r,, ,s, • t<N1cr..lcb pk. COSTA MESA FIRE DEPARTMENT DATE Street wor k pl ans reviewed and agreed · to pursuant to Public Utilities Code Section 10103 City of Costa Mesa by l,~-- Assr CITY ENG . date~ PLANS PREPAAED UNDER THE SUPERVISION OF ci!J ~ .• ;'//15/J',f DATE APPROVED BY • DISTRICT ENGINEER MESA CONSOLIDATED WATER DISTRICT DATE 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE PIPE INCURRED DURING CONSTRUCTION. 12. ALL TRANSMISSION MAIN PIPE SHALL BE AWWA C905 CLASS l65 PVC OR CLASS 50 DUCTILE IRON. 13. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT TWO DAYS PRIOR TO CONSTRUCTION, USA TELEPHONE No. 1-800-422-4133. 14, THE CONTRACTOR SHALL VERIFY THAT ALL THE · NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION. w SWR so 15. THE CONTRACTOR SHALL NOTIFY THE CITY OF COSTA MESA DEPARTMENT OF TRANSPORTATION 48 HRS PRIOR TO CONSTRUCTION. ---1Q,--- --0,...._- 16. REPLACEMENT OF A.C. SHALL INCLUDE AN ADDITIONAL 1" A.C. & 1" C.A.B. TO PRE-EXISTING STRUCTURAL ROADWAY SECTION 17. THE CONTRACTOR SHALL RESTORE ANY bAMAGED STRIPING TO ORIGINAL CONDITION. 18. ALL EXISTING IMPROVEMENTS (CURBS, LANDSCAPING, FENCES, HYDRANTS, ETC.) DAMAGED DUE TO CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION AFTER CONSTRUCTION. 19. ALL WORK SHOWN ON THESE PLANS SHALL BE CONSTRUCTED !N ACCORDANCE WITH THE STANDARD DRAWINGS AND SPECIFlCA TlONS OF THE MESA CONSOLIDATED WATER DISTRICT, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AND AWWA STANDARDS AND SPECIFICATIONS. 10. COVER, FILL OR PLATE ANY EXCAVATION WHEN NOT IN ACTIVE CONSTRUCTION. ALL STEEL PLATING SHALL BE SECURED WITH SPIKES. 11. PROTECT EXISTING TRAFFIC CONDUITS AND LOOPS. IF DAMAGED, CONTRACTOR SHALL REPLACE TO THE SATISFACTION OF THE CITY ENGINEER. 12. ALL TRAFFIC STRIPING AND MARKING SHALL BE REPLACED BY CONTRACTOR IN KIND PER CITY OF COSTA MESA REQUIREMENTS. CONTACT TRAFFIC ENGINEERING THROUGH DISTRICT. 13. WORK INVOL YING DETOURS OR LANE CLOSURE TO TRAFFIC ON CLINTON STREET SHALL BE LIMITED TO THAT TIME PERIOD BETWEEN 7: 00 AM TO 3: 30 P .M. LANE CLOSURES ON REDHILL AVENUE SHALL BE LIMITED TO THE HOURS OF 8:3QA.M. TO 3:30PM. 14. ALL CONSTRUCTION TRAFFIC CONTROL SHALL BE PER THE W.A.T.C.H. MANUAL, ALSO USING ARROW BOARD . FOR ANY LANE CLOSURES PERMITTED BY THE CITY. MAINTAIN TWO LANES IN EACH DIRECTION ON REDHILL AVENUE, AND ONE LANE EACH DIRECTION ON CLINTON STREET. 15. MAINTAIN 4 1 OF CLEAR SIDEWALK AREA AROUND FIRE HYDRANTS OR ANY OTHER SIDEWALK OBSTRUCTIONS. 16. NOTIFY TRAFFIC ENGINEERING 48 HRS . PRIOR TO ANY CONSTRUCTION OF WATERMAIN AT TRAFFIC LOOP LOCATIONS. 17. NO RECYCLED NATURAL MATERIALS SHALL BE ALLOWED IN CRUSHED AGGREGATE BASE. 18. THE CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN 2 WEEKS PRIOR TO CONSTRUCTION TO TRANSPORTATION SERVICES SECTION FOR REVIEW AND AUTHORIZATION. WORK SHALL NOT COMMENCE UNTIL DETOUR PLAN IS APPROVED BY THE ENGINEER. A,1esa Consolidated 'Nater District YOUR INDEPENDENT WATER AGENCY 1965PlacentioAvenue • C6stoMeso.Co92¢27 • 714 Q31 ·1291 E.P ~ TELE GAS ELEC CATV )( )( )( )( DATE BY REVISION DESCRIPTION LEGEND PROPOSED WATER M.A.IN CENTERLINE FACE OF CURB EXISTING WA TERMAIN SIZED AS SHOWN EXISTING SEWER MAIN EXISTING STORM DRAIN EXISTING SEWER MANHOLE WATER VALVE EDGE OF PAVEMENT EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC EXISTING CABLE T. V. EXISTING FENCE TO BE PROTECTED TEMPORARY CONSTRUCTION EASEMENT CONSTRUCTION NOTES i T . EB I FIRE HYDRANT BLOW OFF AIR RELEASE VALVE DETAIL NUMBER SHEET NUMBER BACKFLOW PREVENTIOI\ DEVICE EXISTING B.F. V. ~INSTALL FLANGED 16" B.F.V. PER STD DWG No. 14 ~CROSS UNDER SEWER MAIN SEE DETAIL No. 2 SHT, 7 ~BACKFILL WITH .CLASS 100-E-100 SAND CEMENT SLURRY ~ AS PER CITY . OF COSTA MESA STD DWG No. 813 . . . 0 lt~STALL 10" FLS'D x Pl::ISI I O~I B.F.','. PER iT9 ·EJ.WQ. Ma. 14 ©--INSTALL THRUST BLOCKS PER MCWD STD OWG No. 12 . 6 DETAIL 6 ON SHT . 7 ~CONTRACTOR TO PAVE THIS AREA WITH 3" AC OVER 6" CA.8 ~NSTALL 16" PVC OR DUCTILE IRON PIPE .• · • • la\'-../ REMOVE EXISTING 16" ACP TO NEAREST JOINT AND REPL.ACE WITH ~ 16" CL 165 C905 PVC PIPE AS REQUIRED . • • ©--PIPE JOINTS PER DET. 3 & 5 ON SHT. 7 • ~INSTALL BLOW-OFF PER DETAIL 1 SHT.7 • . 0--INSTALL FIRE HYDRANT PER MCWD STD. DWG. NO. 4 & INSTALL POSTS (';:;\ AS PER STD. DWG. NO. 48 V INSTALL 2" AIR \/AC PER MCWD STD DWG No. 8 @-INSTALL FIRE HYDRANT PER MCWD STD .. DWG. NO. 4A & INSTALL POSTS AS PER STD DWG No. 48 · .· • • &---INSTALL PUSH-ON TYPE D.I. 90° LONG RADIUS ELBOW. • ~ REPLACE CROSS GUTTER AS PER CITY OF COSTA MESA STD DWG No. 415 @--INSTALL 16" FLG'D 0.1. TEE ~ INSTALL 16" FLG'D x PUSH-ON COUPLING ®---INSTALL 16" x 16" x 6" PUSH -ON x P~SH-:ON BY FLG'D D.I. TEE . / ~ .. --CONSTRUCT TYPE II SLURRY SEAL COAT FROM GUTTER TO STREET ./ l CENTERLINE ON CLINTON STREET AND 15 Fl; ON EITHER SIDE OF TRENCHLINE ON REDHILL AVENUE AS DIRECTED BY THE CITY ENGINEEfi I GENERAL AND CONSTRUC1"10N NOTES BR IS TO L / CLINTON TRANSMISSION MAIN SHEET ' •• PLAN SCALE AS NOTED M.B RJM dn. dwn. App'o DATE . DI 4·G·88 , ckd. date z, • IWA E:NGtN!EElRS ll ,1±; . ,of~..;;;;.;;;7;;;:,;;;;;· ;;;:::.,.-1 • 1,f.39:0 8fook. hurtl #100_. . ' ,\ . .i ' -·,. , \ Ir" • Fauolaln_v,nev •. CA 9270~ _, • ··• j C}P 8 6 J9 2 5.5 7.0002 FINA L SUBM ITTAL ' ' -r -~---,--"' - .. -:-1 ---• ·--· -1 • . ]., ·-_.,_____ -_,...,. ___ - ,.._~:--+-~ 54 . t 8 a. 0 <( I ' ---~ -.. -------____ ..., PROF1LE SCALE BEGIN 15' 16' STA 9+64.00 N550,316,5165 E1 ,504249.4442 BEGI N CONST. 16" DI OR PVC PIPE SEE DET. "A" (THIS SHT.) VERT: /1 HORZ: 1 / EXISTING 6" F,H. LATERAL 3 EXISTING 12" ACP W 121 N CL ST A. 1 o+43.oci END in in 4 ft 40 ft r GAS LINE EXlSTING a• FlRE UNE 20 6.5' ! 7 16"W S49'16'10"E 4" TEL£ 2" CATV BACKFLOW PREVENTION DEVICE • EXISTING 6" F.H. LAT & CATV /:; ffiENCH CATV CURB FACE •• TELE 1" GAS 22.1· 22.1' PLAN 4 ELEC CURB FACE .; - 4 .. lELE • c,f .. ; .. , --:---.....--- ·-, ., .. ··. J-. ·r - _--;,. -·------~ • t-~ " -➔ .. ·--' 1 ----' ---->---:l--·r • --'---'-'-----'LI __ ,a:--'---'---'---"-'---·--, -·-·--f,··--"---'----11! ____ ;~:: :i • . T · 'l _, --+ f F.H. I . , • . i • .4 t • ' -·-• ' 1:,, GAS -r.: ,. __ ;__: ' AiRWAY C/L ST. . ··-i -- ' .l-r ---f- ' ... :J.. ' ., I 4" EL£C AND r4• TELE IN / COMMON ffiENCH NOTE: 8 18 16" x 6' FLG'D TEE ~ 18 DETAtL "A" 4" GAS EXISTING B" ACP W 12'N CL 16"W FOR CONSTRUCTION NOTES, THE SHT. SWR LAT A LEGEND AND Cl TY OF_ COST A 2 OF 7. <t f- (J; w z _j I u f- <t 2 0 0 . 0 0 + 0 N w w (J; APPROVED BY CLINTON ST. THE REQUIREMENTS OF MESA AND MCWD, SEE ORANGE cou -y FIRE DEPARiMENT . .DATE 42' ~ ,)/!ffl ',t-1€/•tf!!f :>< k I • d d PLANS PR:JCEP. D UNDER THE SUPERVISION OF wor p ans revtewe an c./ fl _ ,, _/ • ll/.!510; 1., •40, agreed tO" pursuant to Public q:c,o •,(fliMtu 1 10 ~~~-, ... 4, Utilities Code section_ 10 I 03 R.C.E. l?-S"n DATE \Nater District PLAN SCALE • BR I s.:-r O L / CL I NT ON APPROVED BY • • • Street Mesa Consolidated PROFILE SCALES PLAN AND PROFILE FOR THE CONSTRUCTION OF MC909 ·· SHEET .:;, ..p City .of Costa Mesa Y ,c ,,,1,,:tL .,." vouR INDEPENDENT WATER AGENCY 1" = 4 o· TR ANS 1\1 ISSI ON MA IN ----·-·-------==~b::y=::i/J/,--:'--:~--:---:AS--:S=T.=~=i=TY=vl..¥=E=NG=.=· ===d=a=t=e=¾='"=~=/t,=~==~====-=--===---=--M-.E:S::.A:_c_o:~:1::Ji_:R-1-bc_A_;:.E-~N-_:-::..~-~-E-E_~-::R-_o_ ... '_s_rn::_'-CT::--:::::::-,,'l-c_:_/_~~-"_, ..L_='9=6=5=P=lacent==lo=Ave=nu=e=·Co=s=to=Me=s=o,=C=a9=2=6=2=7=· 7=14=6=31=-1=2=9'==-...JL.:::.::T:..:-::.9..LE .... B:.MY:.,.R_ • ..L.R_E_v_,s_E_o_,M_E_N_s_,o_N_s __ __:R:IN:.:.:;:IS::,:IO:N:.;D:E::S:CR::.:l:.PT:.:10,:N:.:_ ________ i.:A::.PP:.':D.L:DA=n:.:J.ll!:i!L:: ___ _J.!!Jdwa.1!.-...l-------~-!_, --~-: .... :, ... i_;_6_+_6_o_o ___ g_o_r_o __ :.:.~:~:Qr ... ;~=~~CA::.::i::::.%.=-~ll=·::.~::·~=':::t:::·:J..O..:.f~C::,:. l~B¥•:~.6~·-·.~,9~-\J· ---------------------·~------• 25.57.0002 FINAL SUBMITTAL" f- I (J) w w (J) 0 0 PROFILE SCALE VERT: 1 HOl'IZ.: .1 in -4 ft in = 40 ft 12KV ELECT & 4" TELE _COMMoN TRENCH NOTE: CONTRACTOR NOTE: FOR CONSTRUCTION THE REQUIRE::MENTS OF MESA AND MCWD, SEE NOTES, THE SHT ' A LEGEND AND CITY . OF COST A 2 OF. 7. OFF-AIRPORT/ ON-AIRPORT DIVIDING LI NE STA. 23+29 STA 23+07.37 REMOVE & REPLACE STORM DRAIN DITCH PLANTER STA 25+01.89 PLAN TO PULL JOINTS TO MATCH PROPOSED BEARINGS TYP JOIN EXIST. BACKFLOW N549,431. 41 E1 ,505,288.36 26+00 27+00 CONNECT TO EXISTING 12" BLIND FLG ~~ -t~..----12" FLG'D STL PIPE SPOOL 12" FLG'D 8.F. VALVE I~ -0 28+00 29+00 .. 16"x16~x6" FLG'D TEE ~--<7 9 . ®~ ----'-+-- FLG'D x PUSH-ON •• ~-. 6" ' •• . • . 11 ~\ 1/®. _·_ .. 6" • 12"x6" V FLG'D CONC. RED ~ 16"x16"x12"x12" FLG'D CROSS ~ t~ ... ~ ... IM• .. o,,-a-•'""· -...--.~ and Approved: . • . MPV P.11. . J /11.L<c-;,nf,I-.-'" ~ 16" FLG'D DI ~-L.R. ELBOW 6" FLG'O x PUSH-ON B.F.V. / ,;..'/ INSPECTOR O •·• , ,, • COMMUNICATION LINE 15' T.C.E. I CONTRACTOR------- DETAIL ,, A,, N.T.S. ARCHITECT / ~--- !.· ENGINEER /v\. -JV':.,~-. COUNTYIJ.W.A. d2 __!2__ DETAIL "B" N.T.S. I DETAIL N.T.S. RESTORE STRIPING AFTER CONSTRUCTION ...... .. . ELL 0) OCJ MATCHLINE DISABLED AIRCRAFT ISCLA 110N AREA STA. 29+04.74 SEE ·-SHT. 5 I 0 27 8 + RIM<="' \ -'f ---,,/.--v ~--'llc:::,__SEE DETAIL C ~--h2'.~0 ===s0;=:==L-~~~W~~-~~L--4) (THiS SHT.) <( 0 0 ° 0 \ I STA 28+ 54.19 • f-M.fl. /J:::, 0 INSTALL 90° .. ,,c,, -----------~-; r~o~40_.1_1_F.--:Lci~~-o--4~_§SOt _____ o-:-_J___o __ ~z~wwa..;--'--_Q__--o~SD!2._ __ _i_~o-~o'__-'--l\ _ \, L.R. ELBOW APPROVED BY TIEDOWN (n-P) ---...._ \- _j O O O a:: f!: o O ~~ CAL TRANS SLOPE J: O ~ Ul • · EASEMl;:NT 0 .0 0 0 O, f--~~---••• • <( 2 • PLAN - Street work plans reviewed. agreed Utilities to pursuant and to Public 10103 PLANS PR~E~ UNDER THE SUPERVISION OF c;l,0~~1 . ll/15/!8 Mesa Consolidated PROFILE SCALES HORIZ. PLAN ANO PROFILE FOR THE CONSTRUCTION OF · Code S ecHon DATE APPROVED BY .'Nater District . City of Costa Mesa 1/J. / .. ,.._4 ·· •. ! -by iMZI~ ASST. CITY ENG. date~ DISTR_ICT ENGINEER MESA CONSOLIDATED WATER DISTRICT YOUR INDEPENDENT WATER AGENCY • 1965 Placentia Avenue ·Costa Mesa, Ca 92627 · 714 631-1291 2-T-~I R.M.W. 4_07-89 E.M.R. DATE BY VERT. PLAN SCALE I .. = 40' A 5 -8Lllf,TS REVISE SEWER LAT. LOCATION 1. dea. dwn. REVISION DESCRIPTION APP'O BR I STOL/ .CL .I NTON TRANSt'v11SSION MAIN STA. 20+00.00 ST A. 29+04.74 TO IWAEN~IN .. 17390 B 1100 ' Fouqtain Valley, 92.TQa of 8.F:V. 90' MC909. ..,,, r CIP 8619 PROFILE SCALE VERT: 1 in = 4 ft HORZ: 1 in = 40 ft s;j" f- I (/) w w (/) s;j" I'-- "'" 0 + NEW 3" PAVING ON 6" A.C. & C.A.8. @STA. 29+4.74 0 rn ,-,-----STA 29+32.71 HOR ANGLE PT. N548,991 . 0289 E7 ,505,156.1368 PAVED PERIMETER ROAD O)t.------'~fe-- N <( f-CURB LINE I I '- STA. 32+54.74 INSTALL FH SEE DET "A" (THIS SHT.) E.P. \ \ / SLOPE VARJES 2: 1 MAX 5 7 9 '6" FLG°D 1t PUSH- ON B.F.V. DETAIL "A" N. T.S. 7.5' (TYP) STA 34+58.85 HOR ANGLE PT. N548,651.235O E1 ,505, 557. 837 ... ~- / 6" FLG'D x ON B.F.V. PUSH-___/ ~ 5 7 9 "--1s·x16"x6" ., FLG'D "SLOW OFF" 7 TYPE TEE t DET Al L "8" STA. 35+44.74 INSTALL F.H. PER DET. "s" N.T.S. (THIS SH T ) CAL TRANS • LSLOPE EASEMENT --C T.C.E. 38+00 f- I (/) w w (f) '-t l'--- '-t 0 + -::::::;S;;:;4;,:5::;39;:-;,-2 7.4• E f::: • -----~--,,,....-<;l;l,,..l ro r0 - (/) 1--+-«-1-----<<-+------E---->l----il-----,,E--------"'-'E-----------<--------'lt---->E----lf-,----if---il-----+--__..,,.----;,._-------♦----l<------+--E---... --........ ----------,.-------------<----if----l<------I <( f- (/) w z _j I u S52"46'31" CURB FACE S49 2r' srE (CALTRANS R/W) NORTH BRISTOL STREET f-r-------------------------,,;:..--'-------- <( 2 Street work plans reviewed and agreed to pursuant to Public Utilities Code Sect ion 10103 City of Costa Mesa by ~---- ASST CITY ENG. date~ PLANS PREl)>~O UNDER THE SUPERVISION OF c;/[J~L~, APPROVED l;lY DISTRICT ENGINEER MESA CONSOLIDATED WATER DISTRICT ll/15/!9 DATE "J. I t-1 r"? DATE PLAN Mesa Consolidated \Nater District YOUR INDEPENDENT WATER AGENCY 1965 Placentia Avenue· Costa Mesa, Co 92627 • 714 631 • 1291 w z _l I u f- <( 2 t----+----+-----~--~-----~-------------+-~t----'-1 PROFILE SCALES HORIZ. I" •40' VERT. 111 =4' PLAN SCALE lu = 40' 2 MAI CHANGED COOR DIN ATES VALUES 8-89 des. dwn. DATE BY REVISION DESCRIPTION APP'D DATE ckd. do a i- ----1 -· f--~ -- [ '" -\- NOTE: FOR CONSTRUCTION NOTES, THE REQUIREMENTS OF THE MESA AND MCWD, SEE SHT, A LEGEND ANO CITY OF COSTA 2 OF 7. I APPROVED BY ORANGE COUNTY FIRE DEPARTMENT DAT~ #1?5~() ~-!fit . PLAN AND PROFILE FOR THE CONSTRUCTION OF BR I STOL/ CLINTON TRANSMISSION MAIN STA.'29+04.74 TO ST A. 38+04.74 IWA ENGINEERS 17390 8rookhurst#100 Fountain Vartey. CA 92708 25. 57. 0002. FINAL SUBMITTAL MC909 SHEET 5 11rt µ:..of .;;;;a;a. 7~ ri1ra c1P s619 I ' --1 . -1 ~.L:..~::.·,_J ___ .t • I I l i• -. •-c~r ~·-··+1·=· -1 .. -,. j ·! PROFILE SCALE VERT: 1 In = 4 ft HORZ: 1 In = 40 ft CAMPUS DR IVE in I- I (f) w z _J I 0 1--- <t: ~ EXISTING AIRPORT CURB/FENCE LINE PROPOSED AIRPORT CURB/FENCE LINE STA 39+39.98 ANGLE PT. STA 38+54.74 INSTALL STD F.H. SEE DET "A" (THIS SHT.) / -CURB ·~ ACE NORTH BRISTOL C/L NORTH BRISTOL PROPOSED CURB- EXISTING CURB t t 0 w If) 0 Q_ 0 °' Q_ TELE & 12" W IN COMMON TRENCH X PLAN • cc 8 4 4 · 3 9· 3 2" "' 20' Street work plans to pursuant Utilities Code . agreed reviewed and to Public 10103 PLANS PR~~D UNDER THE SUPERVISION OF cj[J~/~, • Section City of Costa Mesa (~~-by ASS T. CITY ENG. date DISTRICT ENGINEER MESA CONSOLIDATED WATER DISTRICT 1 ll/15/88 DATE )/8::/ if·i DATE STA 40+40.70 90" FLG'D ELBOW 19 6" FLG'D x PUS!i- ON B. F. V. -'----_.,..."I' f 9' 11)--.....,..-----<J ___ -'-,--_ _j__ STA 40+57.00 END PIP ELI NE CONSTRUCTION SEE DE T. "B" (THIS SHT .) Mesa Consolidated \J\later • District YOUR INDEPENDENT WATER AGENCY 1965 Placentia Avenue ·Costa Mesa,Co92627 • 714 631-1291 DETA IL HA" N.T.S. DATE BY I I, EXIST. 16" W_/ EXIST. 12" W_/ DETAIL N.T.S. ST A 40+40. 70 18 STA 40+57.00 1/REMOVE EXISTING BLI ND FLG JO IN EX ISTING 16" CROSS "B " EXIST. 16" W APPROVED BY NO TE: FOR CONSTRUCTION NOTES, A LEGEND AND THE REQUIREMENTS OF THE CITY OF CO STA MESA AND MCWD, SEE SH T, 2 OF 7. ,. PROFILE SCALES HORIZ. VERT. 111 =401 111 •41 PLAN SCALE 1'' = 40' JH. dwn. ' . PLAN AND PROFILE FOR THE CONSTRUCT10N OF . . BR I STOL/ CLINTON TRANSM I SS I-ON MA IN !WA ENGINEERS REVISION DESCRIPTION APP'D DATE ST A. 38+04.7·4 TO STA. 40 +57:oo 17390 Br:ooldturst 1100 .Fcur,taln'hlley. CA 92108 -' --_:j.:_::-. ' ' I 'DATE MC909 . . ·SHEET 6 of 7 CIP 8619 25 .57.0002 FINAL SUBM ITTAL ., APPROVED BY. . . . ; -.· •. . • i INSTALL DIICTILE IRON S/lcW£R PIPE LATERAL/MAIN •• EXISTING LATERAL EXIST ING SEWER I' I .JOIN £XIST!NG WITH S£WEH REPAIR COUPLING WITH · .•. ADJ(ISTA6L£ STAlNLESS STEEL SHEAR RING BAN/J SEAL OR APPROVED EQUAL. TYPICAL SEWER LATERAL REPLACEMENT . DETAIL NOT TO SCALE 10' , , 10' e NO JOINTS I I NO JOINTS _L_~ SEWER MAIN . WAT/lcR MAIN4 t -~ ~-PROHIBITED CONSTRUCTl;N ZONE 2 WATER /SEWER SEPARATION DETAIL 7 NOT TO SCALE PVC PIP£ RUBBER GASKET RUBBER GASKET DUCTILE IRON PIPE + PVC PIPE 3 TYPICAL PIPE JOINT DETAiLS 7 NOT TO SCALE t- .• AA · 4--~-v' ..... KQ.a; ·•= ORANGE COUNTY -IRE DEPARTMENT l.l-l-86 DATE /'I,,-;-R{Gv1Al.fll Tc ,IG .i(NJrfl,1@ TVK.. COSTA MESA .FIRE DEPARTMENT DATE • ALHAMBRA FNDY. TffAFFIC M_ANHOLEFRAME .l COVER A-1254 W/ LETTERS MCWD OR APPROVEO £QUAL. • REINFORCED MANHOLE SECTION-ASSOCIATED CONCRETE PROO.UC rs INC, OR APPROV£D EOUAL "N.'/,111'-All I · · )l/i'OU#,O r,...: _ ....... .i':-:"1---t---:-1,........:r:-:1.:=-::-+ CLASS "6 ''.-' -'_---t..__....-i.;.-i;i~ CONC. SOIL COMPACTED TO 95X MIN. ELEVATION 4 BLOW-OFF MANHOLE 7 NOT TO SCALE FTG. RE/NF. ,4 BAR 6ENT INTO SO. 2 REQ'D ~,,cTG. REIN. I-,4 BAR 6ENT INTO SQ. CAOWELD, TYPICAl CABLE CONNECTION NO. 4 HMW-P.£. COVERED BONO/NG CABLE AT 60 M SEPARATION ucT1v£ PT. J YENGINEER SEC1l©N BONDING WIRES OUCTflE IRON PIPE PLAN 1. CLEAN OUTS!. OF PIPE TO B4R£ METAL BEi '£ CA/JWELDING. 2. AFTER WELQ C. COAT CADWELD & EXPOSED '£ &-PIPE METAL W/ DIELECTRIC 5 T. 3. lWO (2) W.0 CABLES SHALL BE PROVIDED AT FOR DUCTILE NCT TO SCALE MINIMUM BEARING AREA IN SQUARE FEET MAI N go· 45· 22-1 ;2· END CROSS SIZE • BEND BEND BEND CAP EACHWAY 6 " 9 5 3 . 9 3 . 8" 16 g 5 16 5 12· 36 20 10 36 • 11 16" 60 35 20 60 15 6 THRUST BLOCK MINIMUM REQUIREMENTS 7 VAL V£ 60X P£R MCWD STD. DWG. " 14 2 116 BARS, COAT EXPOSED PORTION W/3M £C 244 505 BiTUMASTIC OR APPROVED EQUAL I • GRAVITY BLOCK -:=----!~!•j·~......, VOLUMEz I CU. YARD \! .. :: . . ·.: •. . I 6"X45°FLG'D 0.1. ELBOW ):'t~:}---_-_::..=-=-=-s• SCH. 80 PVC SOL VENT WELD CAP CLASS "B " CONCRETE ENCASEMENT . 6" FLG'O x SOLV£NT WELD ADAPTER I fYP ICAL BLOW-OFF 7 NOT TO SCALE NOTE: FOR CONSTRUCTION NOTES, THE REQUIREMENTS OF THE MESA AND MCWD, SEE .SHT; • .. A LEGEND AND . CITY OF COSTA. 2 OF 7. . -, ~ ;gt~:: .. : .. ·~·~. rkpu~!:~~t.~~e~ue. b~ic and PLAN~~~T/HE SUPERVISION OF • ll/15l8& A1esa Cooddaled ::;,r:, •• N I:)€jr~;,~~·s • ~Hr~~~.~-. • R,C.E. /J'1i'1J DATE \Nater District PLAN SCALf; BR I S1\<Itt)'c 12 1ri:ft)f,sj •. ., • • , • : 1t. lb=b~•~y~I:·:· :·~~A~SS~T~-~C~IT~Y:E~N~· G;·::~~d~a~t~e~;._;w~. ~. ~=====~M=E~S:A~C~~E~N'!o~E~.·~~~:~~:rE~~~A;=;:r;GE~~~R~D~IS~TR~l~CT~~~~"":"".=b~o-··~A-~~·-•;E_r::_•:-_J~:-..:-..~1~965~~Plo~~cen~t~ia~A~~-e;n;ue;;•~C~os~la~M~esa~~-c~a~92~6~2~.7~•~7~:~ .. ;6:;1;_-1~~9;1~ ..... 1~0~A;TE~::!::~B;Y:::: .. J. :-.: .... :: .. : .. _::::.::.:::.: .. : ... : ... :::.::.:_ ....... _~R~~;v~1sa-.;~~N-~-D~E~SC~~R-1;PT~-ION~~:::=.=.::::::=:.:-= .. :::::: . ..::j~AW~~·-o~~-DA:~· ;n~~~~[;~; ,~' :~~da-,,~~-t~;-~/~8~8~1.:.:.:.:.:.:.:.:.:.:.:.:.::. ::::::..: . ..:_-:_:_:_:. ::::-::-:: __ :-:::3..:~.~~~,~~n•;-~~~.:;;,m;~~:~.OJI;:~·~.~~· .~ .. ~=~· ~-·~•--~---.. ,!---_~C~·-.l~P-•~·-;a_•~6~l.~~~•·.·]· i' \ iii 'y• ii. AIRPOlf••· T PROPERTY LINE t j ! ', j l , ! ,, f l; • !!i f V EXTS77Np CURB .. '°" .. ,,..,.4 '•~--••-••·•-·a _.~BACKFILL 2 X 2• SECURITY DUCTS SEE DET:Af4_j 77-j/S SHEEL ,,-----BACKFILL . "' EXIS77NG CURB 2 -2" SECURITY DUCTS 2 -2" SECURJTY DUCTS PAC TEL DUCTS---DIRECT BURIAL DETAIL ----ENCASED TYPICAL JOINT TRENCH DETAIL · C) N. T.S. SEE ABOVE RIGHT MATCHLINE ,SEC. STA. 12+66.17 C .. STA. 14+09.89 'AMPUS DR =C.L. STA. 151+72.1J NORTH BRISTOL ST. 22· 11J'! N. T.S. tl Qj Qj Q f-. tl 1:2 f-. Qj ~ t tt l,.j <..> k Q i ii: ((le::, ~/'.: § 0, <::I c:, <o t VJ • 't c:, ii: • ~+ii: • :::i ~ ..., ~<..> ..., :::i -~ V) )( ·.-o u . !<JV) ~-. .J "' l,.j ~ "'..., u Cl v,• l'j ><: -"' "'.i tl )( +. ':;: bl "' ~ "' :!_: II ~ V) 15 PROPOSED 16" WATERLINE tl f-. tl f-. tl t: wlt Lu Lu Ill~ _, _, 8 . ~ 'i::, c:,. 8 c:, c:, " lzj c:, oi c:, .,,. oi <o..; +~ -1-K ;t; QJ <o <o ---$ ~ ~ V) .J .J .J tl <J <J 16 ....,, ~ '- . --·······'· .. •~······ ..••• -~ •• --·i•y ,. •••• , ~,-····· •· '"i •···· SLOPE VARIES 2: 1 MAX ... ,~.. . ........ ,., ....... , .... , ... ,, "'·""'" ~ ··.··.·•"•··•·· ,,_,,,.. " . (CALTRANS R/W) NORTH BRISTOL (l) 1 2 J 4 5 6 7 8 9 tl f-. <J f-. Ill I::; Lu tt _, 80 _, c:,. oi <:, c:, c:, IC) lli "0 -1-K QJ ..; <o -1-QJ -<o -$ ~ V) V) .J .J <J tl •-' • .. .: .. • .... -:,·••·••-•·aiit'• ;~-•-• """ --.-m•·~,• .,,..,," 17 --+--, CAMPUS DRIVE N 40"39'27" E --···------· -·M• --•- STREET DELTA 14'26'27" 20'08'59" 1lr28'17" 16"12'38" 758'11" 16"15'37" J9'2J'OJ" 60'59'15" 50'36'10" 18 RADIUS 50.00 50.00 50.00 50.00 361.88 50.00 12.50 50.00 12.50 c:, Qj c:, !l.:' \0 ':;: t QJ ii: -:;:;. :..;~ I-' VJ V) . .J ..., tl )( "' • 2 K~ SECURITY'f)Ucrsl SEE DETAIL 2 THIS SHEE:T ARC LENGTH TANGENT CHORD 12.60 6.JJ 12.57 17.58 8.88 17.49 16.12 8.13 16.05 14.15 7.12 14.10 50.34 25.21 50.30 14.19 7.14 14.14 8.59 4.47 8.42 53.22 29.44 50.74 11.04 5.91 10.68 <J t: Qj l,J ...J o. 't 8 ~ "'i -1-QJ QJ -~ VJ ' i __ _,1t---- ' ' CONSTRUCTION NOTES: 1. ALL CONDUIT P. V.C. 125, 30" MINIMUM COVERAGE BELOW PROPOSED FINISH SURFACE. 2. JNSTALL PULLBOX, QUTCKSET 1000. J. PLACE PULL ROPES. 4. LATERAL RADIUS UNDER so· TO BE ENCASED, EXCEPT RISERS. SYMBOLS: ,::, 2' X J' SECURITY PULLBOX. 2• P. V.C. CONDUIT .J c.l < ~ !::) K -1-~ ~ V) .J <J PROPOSED 16" WA TERLIN£ Ill f-. Q g t <::I iii: t :::i ~ iii: VJ a . bj ..., • )( "' "' )( - w C) z <( 0::: 0 LL 0 it z ::::, 0 (.) PE ~ ~ I\" "-"' ' ~ (() 0) • (() ~ 1-.. ..... c::, C) ::::, "') • a-C) C) ;>::.. ~ ..... 3~ -C'\t . 1-.. ~ • ~ (_) ~ (/j ::::, (:)8 e C) ...... ~ ~ C) c:::i I'.,'. --(() ~ c::, ..... ..... ~ -~ -• ~ • ~ V) (/j (/j ~ ~ Approvals Chief • Satisfactory To: V ~ co CD .... 0 Cl 0) (lJ I "'J .... I 10 . .,. CD +-0 0 i .• ,. "ti .:lil: .c (J ~ Cl:: •• C 3: 0 .. Cl ~ Cl:: .. C c» ·-Ill CD Cl GSA/ A&E Division Plan No. Sheet 1 of 3 - l----1---'-' - ------~----. -""""'-'''-<-lw- 1 2 3 4 5 C ..J <..i DELTA 90-00'00· 90-00·00· 16"15'37" 8"06'35" 2871'27" <..i •;•--"'""" . ~--• _.. '"·". '""' " '"'' ··--,, ~ <ti <=! 0.: ,~.;,;"" ,,-"' l'~--• ~ ¾-, ... ,, •• ..t,,,+L LJ.) "' ="'•··-- 24 25 ~--+ 26 ~ V) ..J <..i "'"'"',(,"'" ., , ..... >"""'" , . ., ,.:J:S,, ' .• , ,:,,,., .i ··tn" 27 ---+--- t ~ .,,,((' • -·---··"'·"----•-·•·--•-.,. -----,... • ~:cc::-:::;:.;:::·':': ·;c:c:· ' ,, • ' • .. '::: :::"~:::"::'::::: . .. · ~~•i • ;:~1::;,;;i';'"=": :::==:: ..... ::: .. _., :: ~·· ... • ·:::, :-.:·: .. , :,•·:.,:c:::::"" ·:;··:: .. ,. _, -.. , .• < :::: :_::;;, •• :::: •• :c::::t.'·.,;;•"'" • .,. ' • c::.: • ---" ,,,, .. RADIUS ARC LENGTH 12.50 50.00 50.00 100.00 25.00 ..J <..i 19.63 78.54 14.19 14.15 12.37 3.J (/) l :::! ! sq;: ' j :::, 1 1 C) TANGENT 12.50 50.00 7.14 7.09 6.32 <..if- <ti tti __, CHORD 17.68 70.71 14.14 14.14 12.25 ,,.__,:·~,,,,_,~,•••1/·c •• .,._ •. _,. ,:.;..-~~''""· ~'~"'"'·""'°' I . I : 4' ,.-:i : ·•'"' ' . i. '' '·.:8 " - \_ 1 X 2" SECURITY DUCT TO BUILDING FACE, W/ EL t!e CAP ON END. ,-~..+--- ,,J .. , DETAIL "A" SCALE: 1"= 20' vw•., --~· • '"'~"'""1/ ,,_.,w,, ·"''"''"'"'"~ CONSTRUCTION NOTES: 1, 2. 3, 4. ALL CONDUIT P. V.C. 125, 30" MINIMUM COVERAGE BELOW PROPOSED FINISH SURFACE. INSTALL PULLBOX. QU/CKSET 1000. PLACE PULL ROPES. LATERAL RADIUS UNDER 50' TO BE EN.CASED, EXCEPT RISERS. 28 i CAMPUS DRIVE •• ,·n."v ,· .. ,;•~• ,,_.,, .. ,.' ' ' ..J <..i . -i <..i . CAMPUS DRIVE ..,j / tj = STA. 10+00.00 DOVE ST. C, SYMBOLS: 2' X 3' SECURITY PULLBOX 2• P. V.C. CONDUIT I. DETAIL "8 11 SCALE.• 1"= 20' • ! \ w (.!) z <( a:: 0 I.J.. 0 ~ z :::, 0 (.) PE Approvals Chief Ill C 0 -Ill > 4) a::: .. .! 0 0 .. "0 ~ ,s:; (,) •• C 3: e 0 •• C 0) "iii (II 0 Satisfactory To: GSA/ A&E Division Pion No. Sheet 2 of 3 w;c,;_.o -----~~ ·-----~.,,,_ ...... __ :-::.i~:_:'-\" CONSTRUCTION NOTES: -"",,,", '• ' 42 1. ALL CONDUIT P. V.C. 125, 30" MINIMUM COVERAGE BELOW PROPOSED FINISH SURFACE. 2. INSTALL PULLBOX, QUICKSET 1000. 3. PLACE PUU. ROPES. ..j <J 4, LA T£RAL RADIUS UNDER 50' TO BE ENCASED, EXCEPT RISERS. C $YMBOLS: 2' X 3' SECURITY PULLBOX 2• P. V.C. CONDUIT 2 X 2• SECURITY DUCTS IN JOINT TRENCH W/ PAC TEL &: S,C.E. ..j <J "l <b IC') 9 . <o It) .-f-<o ~ ~ ..j <J .4.J ~ (/J ..j <J . ~~ ,_ "···· --~•"'-·"··· .. --· ,._, --,.,.." ·--=~""· _, ____ ,, ______ ---. PROPOSED CURB \ ~ Q \ -i ' '· ' ..j <J SEE DUAIL 1 SHEU 1 OF 3 ...... ift,,/4 It! \ A-¥_{:,.::;; ::ef)~,;~,,;:'~ ~.,/ '" : . . . . :. '-. X F'ROPO'<'E,O'''i'>I.--: ,;;., .• •' ,,,,, <;;;: _., , .-___ .. _ -~• V ___ ••,f!,il'l),P . .,_ ... ' .-.. ~-,.,---.. _.,.~-... ..j <J -. '( ... ,\ ... ,, -,·-·--·-~·-•-">,,, --···-•-~-~~-~~---", ' ·.' ,. I 415 I I r-•V·•-m ,· ~--,~--,_ ----- _.. • . c; --.... -' .. . _,,___, ·•'-• --~".'_;. :-2 ... ... - _/ . ,-" i'. ,· ;,r' ' CAMPUS DRIVE /' / I 58 {f) TO 1£ MACARTHUR BLVD. INT. • "' _,.r 57 C "c-,- 'AMf>Us DRIVE . : .,. i ------- I <JI--. tt; ._, ..j <J .. ·<'-ti: . ~ ti.'. ~ ..,: ~-· iii . ~ • ...j <J .-i . \ .. _.// :;,:·, . .~-. ~:-:1-~·-_., ,,/~ h, ~-, ~;,/··· -: ;._;"'~·-S;~1Cj · -~,,- :.\t·l!-:-->;;·.--;·.\~'.)':'.~: r, .... M·-~---.. ---''; it\ .t), , .,--f:· t·>.: ''" '1 ""' • . . ,, " ·., ~ ~ . . (ti 49 1- .;, ·\ ·-: ...... -.... '.- 50 ~--+ ~.....,.,+"-----1 ~kl :::i~ '-· ..... :,::::-·-,,~·:-;;;;·:::::·:::::o:C:i···-•· .. · ,,. -~:c·, •. ~.•.:·, .-, . :.: .··,:::·,"". ,",.,.···,:;-·; .:. ,, · .·-. .;:::-:.:;:··:-:::. ".:::· :::::::;6. c&1±~~;: "--1:- ts ~ ~ DETAIL . •~c" . SCALE:i J"=.,2()} 2 3 4 5 6 7 8 9 10 11 12 13 ------------ DELTA 4'15'08" 16'15'37' 90"00'00" 90·00·00· 20"44'18.~ 25"50'49~ 8"05'36" TJ5'49" 8"47'50" 8"06'35" 8"04'56" 8"59'3-r RADIUS ARC LENGTH 1527.18 113.34 50.00 14.19 12.50 19.63 6.00 9.42 1200,00 434 .. 34 12DO.OO 541.34 1527.18 215.72 100,00 13.26 100.00 15.35 100.00 14.15 100.00 14. 11, 100.00 15.70\ ' : I I . ' j I ..j TANGENT CHORD 56.70 • 11.3.31 7.14 ' (4'.14 12.50 1.7.68 6.00 8.49 219.5.7 431.97 275.36 Jfg:r~ 108.04 6.64 13:25 7.69 15.34 7.09 14.14 7.06 14.09 7.86 ·16.68 ' . _.._ Approvals 'PE Chief (I) C 0 ·---(/) > (II 0::: •• .! 0 0 •• "C .Y. .c (,) .. C: :~ e 0 •• C Ol ·-Ill GI . 0 Satisfactory To: GSA/A&E Division Plan No. Sheet . 3 of · 3 '