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HomeMy WebLinkAboutR_5848_SE General Notes 1. THIS NOTE HEREIN INCORPORATES, BY REFERENCE, THOSE GENERAL NOTES NUMBERED 1 THROUGH 22 OF PFRD STANDARD PLAN 1801, 1996 EDITION. 2. THE DEVELOPER/CONTRACTOR SHALL HAVE A COPY OF THE CURRENT PFRD STANDARD PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. 3. THE DEVELOPER SHALL TELEPHONE PFRD/CONSTRUCTION AT (714) 567-7800 AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION WORK SUBJECT TO PFRD INSPECTION. 4. PFRD ENCROACHMENT PERMIT REQUIRED. COUNTY 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 THE PUBLIC RIGHT-OF-WAY. 5. ALL CONCRETE CURB AND GUTTER FLOWLINES SHALL HAVE A MINIMUM OF 1 % GRADE. 6. ALL UTILITY TRENCH BACKFILL AND COMPACTION INSPECTION OUTSIDE THE LIMITS OF DEDICATED STREET RIGHT-OF-WAY SHALL BE PERFORMED BY PLANNING AND DEVELOPMENT SERVICES. • 7. ALL DAMAGED CONCRETE SIDEWALKS OR CURBS SHALL BE SAW-CUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE PFRD STANDARD PLANS. 8. DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEAT, CLEAN, DUST- FREE AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF COUNTY'S INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEANUP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE BY DRY SWEEPING OF ALL PAVED AREAS. ND STOCKPILING OF BUILDING MATERIALS WITHIN COUNTY RIGHT-OF-WAY WITHOUT PERMISSION OF COUNTY'S INSPECTOR. 9. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET PAVEMENT, STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW' CONDITION, IN A MANNER MEETING THE APPROVAL OF THE DIRECTOR OF PFRD. ALL STRIPING AND STENCILING SHALL BE ACCORDING TO STANDARD PLAN NO. 1801, NOTE 18. 1 D. TRAFFIC SHALL BE MAINTAINED AT ALL TIMES AND SHALL BE PROTECTED WITH ADEQUATE BARRICADES, LIGHTS, SIGNS AND WARNING DEVICES AS PER THE CURRENT STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, MANUAL OF TRAFFIC CONTROLS AND TO THE DIRECTIONS OF THE COUNTY'S INSPECTOR. 11. PFRD STANDARD PLANS SHALL TAKE PRECEDENCE OVER ANY CONFLICTS EXCEPT FOR STANDARD PLANS AFFECTING UTILITY COMPANIES, IF THEIR STANDARDS ARE MORE STRINGENT. 12. ANY UTILITIES UNDER PAVED AREAS SHALL HAVE A MINIMUM OF 3r/' COVER. PFRD SHALL TEST ALL SOILS AND A COMPACTION CERTIFICATION SHALL BE OBTAIN FOR ALL UNDERGROUND UTILITIES PRIOR TO ANY PAVING. 13. ALL TRAFFIC MARKING AND STRIPING SHALL BE STENCILS WHICH CONFORM WITH CALIFORNIA D.O.T. NON METRIC STANDARD. 14 .. NO CONCENTRATED FLOWS ACROSS ASPHALT PAVEMENT WITHOUT COUNTY INSPECTOR'S APPROVAL. 15. ALL STREET STATIONING REFERS TO CENTERLINE OF STREET. 16. ON ARTERIAL HIGHWAYS, THE HINGE POINT FOR ALL EXCAVATION OR EMBANKMENT SHALL BE A MINIMUM OF TWO FEET OUTSIDE RIGHT-OF-WAY. 17. ALL HIGHWAY SIGNS AND STREET NAME SIGNS SHOWN ON THE PLAN MUST BE SUPPLIED AND INSTALLED BY THE DEVELOPER PER PFRD STANDARD NOS. 14D7, 1408, 1409 AND 1417. 18. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 19. SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEFORE CONSTRUCTION AND REPLACED AFTER CONSTRUCTION PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE. 20. A.C. PAVEMENT PLACED UNDER CARPORTS/ROOFS SHALL BE SLURRY- SEALED IN ACCORDANCE WITH SECTION 302-4 "EMULSION AGGREGATE SLURRY" OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "GREENBOOK", AS LAST REVISED BEFORE FINAL ACCEPTANCE ~ ~~ c~~ ~'@@@ ~~oeJ,~;,®;,® T\ID IJ□RKING DAYS -.....: ::.,.,-BEFORE Y□U DIG CAUTION . THE ENGINEER PREPARING THESE PLANS \'/ILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN \'/RmNG AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 1 . 2. 3. 4. 5. 6. 7. 1. 2. Paving Construction Notes A "PRIME COAT' SHALL BE APPLIED TO THE SURFACE OF THE UNTREATED AGGREGATE BASE, AT A RATE OF 0.25 GAL/SQ. YD. UNLESS DELETED BY EMA REGULATION. THE PRIME COAT SHALL BE AN MC-70, SC-70, OR MC-250 LIQUID ASPHALT. ASPHALT CONCRETE SHALL MEET THE REQUIREMENTS OF PFRD STANDARD PLAN 1805, "SPECIAL PROVISIONS -ASPHALT CONCRETt'. ASPHALT CONCRETE AGGREGATE FOR PARKING LOTS SHALL BE 111-C3. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT BE PLACED UNTIL ALL ON-SITE IMPROVEMENTS HAVE BEEN COMPLETED, INCLUDING ALL EARTHWORK GRADING. PAVEMENT SECTIONS TO BE DETERMINED BY COUNTY MATERIALS LAB PRIOR TO ROUGH GRADE RELEASE FOR BUILDING PERMITS BY PFRD ,REGULATION, THE SOIL ENGINEER SHALL SUBMIT FOR APPROVAL PAVEMENT SECTION RECOMMENDATION BASED ON "R" VALUE ANALYSIS OF THE SITE SUBGRADE SOIL, AND EXPECTED TRAFFIC INDICES. A "TACK COAT' (PAINT BINDER) SHALL BE APPLIED BETWEEN PAVEMENT LAYERS, CONCRETE SURFACES AND ON EXISTING PAVEMENT TO BE RESURFACED AT A RATE OF 0.10 GAL/SQ. YD. THE TACK COAT SHALL BE TYPES SS1 ASPHALTIC EMULSION. A "SEAL COAT' SHALL BE APPLIED TO THE FINISHED SURFACE AT THE RATE OF 0.10 GAL/SQ. YD. THE "SEAL COAT' SHALL BE A TYPE SS1 ASPHALTIC EMULSION WITH A 60-70 GRADE LIQUID ASPHALT. Concrete Construction Notes CONCRETE FOR SURFACE DRAINAGE IMPROVEMENTS SHALL BE DETERMINED BY COUNTY MATERIALS LAB AS SPECIFIED IN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. GUNITE FOR SURFACE DRAINAGE IMPROVEMENTS SHALL BE SPECIFIED IN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. CONCRETE CURB AND INTEGRAL CONCRETE CURB AND GUTTER SHALL HAVE WEAKENED PLANE JOINTS AT 10 FOOT INTERVALS. PLAN INDlEX SHEET NO. TITLE SHEET 1 INDEX MAP, QUANTITIES AND DETAILS 2 STREET PLAN 3 STREET PLAN 4 STREET PLAN 5 STRIPING PLAN 6 SIGNAL MODIFICATION PLAN 7 TRAFFIC CONTROL PLAN 8 ~-- o ll----------------------------...,---------,---------------------------,----------------------------, "-en co m m "' o:; "' <t 0 r w tj- c0 / LJ r NOTICE TO CONTRACTOR: ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME UABIUTY AND TO HOLD UNDESIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THOSE REPORTED OR SHOWN ON RECORDS EXAMINED. THE COmRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTUTIES OR STRUCTURES FOUND AT THE STE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE EXISTENCE ANO LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ANO ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS ANO SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONs" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERs". ENCROACHMENT PERMIT NUMBER:_?_1-_1_o_Z_5_/_lf_C_ COUNTY APPROVED PLANS DO NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSIBILITY TO OBTAIN COUNTY PROPERTY PERMIT WHICH SHALL BE AVAILABLE ON THE JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN PUBLIC RIGHT-OF-WAY. COUN1Y OF ORANGE PLANNING & DEVELOPMENT SERVICES NOTICE TO CONTRACTOR: PERSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED. 1 . UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED ANO HAS PROVIDED INQUIRY I.D. NO. ______ _ 2. THE UNDERSIGNED AGREES TO CONTACT ANO OBTAIN AN INQUIRY 1.0. NO. FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION. SIGNED ________ DATE ___ _ Consflrucfl~on P~ans ¥COii' NEWPORT COAST bR!VE Sflreefl ~mprovemenfl Sage H~~~ H~gh Schoo~ Newport Coast, Orange County, California irv~ne Coasi Planning Ares 13A-2 Bloc!< No. 5352 Module Nos. 10, 11, 20, 21 County of Orange PFRD/PROGRAM DEVELOPMENT DIVISION-TRAFFIC ENGINEERING Approved By: ) ('(" l I0,2,/~9 . b-J ,,'t,---~-----cl' c....--"' -, -- 1.G.OCHOA, County Traffic Engineer THIS PLAN IS SIGNED BY PFRD/T.E. FOR CONCEPT AND ADHERENCE TO COUNTY TRAFFIC SIGNALS, SIGNING AND STRIPING STANDARDS AND REQUIREMENTS ONLY. PFRD/T.E. IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS OR ACCURACY. MACARTHUR BLVD. SAN PACIFIC JWA ~ ;if BONITA UNIVEfSI1Y DRIVE U.C.I. rR4Ns.----co~ -PROJECT i SITE j VICl~JITV ~-~Al? NTS . I' DR.20-16406 Sheet J Of8 C1 c_ c_ 0 / r w w D' r 1/l / w > 0 Cl'. THE CNIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONs" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". BY{£$,i.r-RCE • . DATE/~/~(rj UTILITY COMPANIES: PHONE NO. PARCEL MAP NO. 97-200 ROUGH GRADING PERMIT NO. GA 980037 PRECISE GRADING PERMIT NO. GB 990069 0 "' / '--' $ CONTRACTOR FUFTHER AGREES THAT HE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBIUTY FOR JOB SITE GDNDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANO NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL UABIUTY, REAL OR ALUEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE THE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, ANO ROBERT BEIN, WILLIAM FROST & ASSOCL<ITES DOES OT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. THIS PlAN IS SIGNED B) PLANNING AND DEVELOPMENT SERVICES FOR CONCEPT ANO ADHERENCE TO COUNTY STANDARDS ANO REQUIREMENTS. PLANNING AND DEVELOPMENT SERVICES IS NOT RESPONSIBLE FOR OESIGN ASSUMPTIONS OR ACCURACY. JOB ADDRESS: 20402 NEWPORT COAST DRIVE, ORANGE COUNTY, CALIFORNIA AERIAL TOPOGRAPHY: THE BASE TOPOGRAPHY SHOWN ON THIS PLAN SET IS DERIVED FROM AERIAL PHOTOGRAMMETRY DATED 9/28/93 BY ROBERT J. LUNG & ASSOC., INC. SOUTHERN CALIFORNIA EDISON (ELECTRICAL) SOUTHERN CALIFORNIA GAS CO. (GAS) IRVINE RANCH WATER DISTRICT (WATER & SEWER) PACIFIC BELL (TELEPHONE) GENERAL TELEPHONE (TELEPHONE) COX CABLE (CABLE TV) (800) (800) (949) (800) (800) (949) 684-8123 427-2200 545-4050 310-2355 483-4000 240-1212 OWNER/DEVELOPER: . SAGE HILL SCHOOL 4400 MACARTHUR BLVD., SUITE 310 NEWPORT BEACH, CA. 92660 CONTACT: MS. KARINA HAMIL TON CHIEF OPERATING OFFICER (949) 955-3366 SOILS ENGINEER/GEOLOGIST LEIGHTON & ASSOCIATES, 17781 COWAN IRVINE, CA 92714 CONTACT: ROZ MUNRO (949) 250-1421 INC. .. ARCHAEOLOGIST/PALEONTOLOGIST LSA ONE PARK PLAZA IRVINE, CA 92614 (949) 553-0666 CONTACT: MR. STEVE CONKINS (949) 553-0666 'CJ 11----------------------------,-----------'-----------------------fa======================;====,,===,====;~=====================================:========!================!==============:I -:;_; BENCH MARK: BASIS OF BEARINGS: PLAN PREPARED BY: ' ~2 ELEVATIONS AS SHOWN HEREON ARE RELATIVE TO THE NORTH BEARINGS AND COORDINATES AS SHOWN HEREON ARE RELATIVE TO THE CALIFORNIA ~W&i :J / AMERICAN VERTICAL DATUM OF 1988 BASED LOCALLY UPON THE COORDINATE SYSTEM OF 1983 (EPOCH 1991.35), ZONE 6, BASED LOCALLY UPON ::======;==================================;======;======;=====-:-1--------~----l (Qj.g;:1....,,. ;'s <t FOLLOWING COUNTY OF ORANGE BENCHMARKS: THE FOLLOWING COUNTY OF ORANGE EMA GPS CONTROL SPECIFICATIONS: 11 , --"" -f-z <C STATION NORTHING (Y) EASTING (X) :5 §.: 0235 2,170,948.321 6,081,958.549 .l:J. • BENCHMARK NAVD88 ELEVATION (ft.) 3DD-8-70 103.278 SHF/EWS DATE DRAWN BY: 6-99 3DD-12-77 239.262 DATE 3M-28-91 247.971 DESIGNED BY: SHF 6-99 . 3T-6-92 604.794 Robert Bein, William Frost & Associates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX 57057 • 14725 ALTON P/lJW:-1/AY, IRVlNE, CALIFORNtA 92619-7057 (949) 472-3505 TITLE SHEET NEWPORT COAST DRIVE STREET IMPROVEMENT NEWPORT BEACH, CALIFORNIA JN PROJECT NO. 100037 SHEET u ~ 0743 2,167,353.500 6,081,256.790 (/\ ,-... ,_ ~ c._ 6168 2,183,782.880 6,082,514.101 / .I. ~ou~n~ OE oiaA~n~E §its NOTE: ALL COORDINATES AND DISTANCES ARE EXPRESSED IN TERMS OF DATE: 10 l'o/9'1 ~ 0 u '\'.] u u Ou OR u '\'.JYJ ~ ~-lk======================dbTH=E=U=.S=·=S=U=R=V=E=Y=F=O=O=T==(1=M=ET=E=R===39=·=37=/=1=2=FO=O=T=)===========&=N=0=·=1=======~,;,,;~======d;====;,;;,;i======='=,,;;,;;,;,,::!,,;;;;,;;;;,;;;;,,;;,,;,===d,,:==dc=C=R=A=IG==F'.=J;,;;,;C;,,NS=O=N=====E=X=P.===12;;,/;,;3~1/=0=2=======R=C=E=N=0=.=4=58=3=8==1c--~~~====:-~===-===;-;,~'==:---;=~~=:'-'-:==-~='==O~F-:s=~===11 JD)~~--01®~~(Q)f5jjc={g) 3T-8-92 553.735 DATE REVISIONS SHT. NOS. APPR. DATE CHECKED BY: CFJ 6-99 f l. ~~ B ~ -~ ~ -0 g rS 5 ~ - E 0 <n ,n -- a, a, " 0 n " <n 0 ,.:;, 3 0 <( 0 (n •.o st u, / w f--vi L,._ L,._ 0 / f--w .. w cc f-- en / w > 0 Ct' CL 2 / C) 3 0 / •.o st u, n '° n U/ <( <( 0 f--z <( :5 0 Q_ .. / w .,,. ..a Q_ rn Ct' <( C) !,;;: / w CL I Construction Notes a.nd Estima.ted Oua.ntities NO. DESCRIPTION UNIT TOTAL STREET 1 PROTECT IN PLACE NA - 2 REMOVE EXISTING IMPROVEMENT AS NOTED (PAVEMENT) SF 4,002 3 CONST AC PAVEMENT OVER AB SF 5,866 4 CONST TYPE A3-8 (W=13.5") CONC CURB AND GUTTER PER APWA STD PLAN No 120-0-0C LF 2,424 5 CONST TYPE A2-8 CONC CURB AND GUTTER PER APWA STD PLAN No 120-0-0C LF 591 6 CONST MEDIAN TURN POCKET PER APWA STD PLAN No 140-1 (L=120'; W=10') NA - 7 CONST MEDIAN CONC MOW STRIP PER DETAIL ON THIS SHEET SF 420 TRAFFIC 21 SANDBLAST EXISTING STRIPING. REMOVE CONFLICTING EXISTING STRIPING AND RAISED . LS 1 PAVEMENT MARKERS. 22 PAINT (2 COATS) TRAFFIC STRIPING & MARKING IN ACCORDANCE TO CALTRANS STRIPING DETAIL LS 1 NUMBER & STD PLANS, INCLUDING INSTALLATION OF REQUIRED RAISED PAVEMENT MARKERS 23 RELOCATE EXISTING SIGN AND POST. EA 1 24 INSTALL NEW SIGN AND POST. EA 4 • QUANTITY ESTIMATES ARE FOR PERMIT AND BOND FEE CALCULATIONS ONLY. CONTRACTOR IS TO CALCULATE THEIR OWN QUANTITIES FOR BID PURPOSES R/W I 60'-70.5' 60'-VARIES g· 44'-VARIES 1 1 ' 1 2' .• . 1 3' i0'-7.5' 2.5'-8 25' 1 3' 12' 1 o· VARIES 4' TO 15.75' NEWPORT COAST DRIVE STA 147+63.62 TO STA 150+33.63 SCALE : 1" = 10' 44' 1 1 ' B' R/W 9' I 2· R= 1/2" EL=TC+3/8" 2· w <.l < L,._ m Ct' 2' EX CURB & I ~ f~~ts1~PE -~~·-Ei"-•$•o•.!i!);•iif:ly0l;f.,.,;,c,,,,.r,""'~.l~-- ;,. R/W (j)MEDIAN.CONC MOW STRIP DETAIL 60' 9' 32' s· 1 1 ' 1 3' 20" PLAN PREPARED BY: 1 9' VARIES VARIES VARIES o'-7.5' 2.5'-6.5 VARIES 4' TO 10' PROPOSED RAISED MEDIAN 1 9' VARIES NEWPORT COAST DRIVE STA 170+35.64 TO STA 181+03.25 SCALE : 1" = 10' ::::l 60' 1 3' 1 1 ' 8' INDEX, QUANTITIES AND DETAILS R/W 9' 2' DR.-20-16406 Sheet 2 0f8 PRbJECT NO . JN 100037 ~TD) Robert Bein, Tfilliam Frost & Associates n---;-----------------r---r----r---i-------~-~--l ~ PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS ~ P.O. BOX 57057 • 14725 ALTON PAf'.i<:1/AY, IRVJNE, CALIFORN~ 92619-7057 DATE NEWPORT COAST DRIVE STREET IMPROVEMENT NEWPORT BEACH, CALIFORNIA SHEET DRAWN BY: DESIGNED BY: . NO. REVISIONS SHT. NOS. APPR. DATE CHECKED BY: SHF 6-99 SHF DATE 6-99 DATE CFJ 6-99 . .lJ. (714) 472-3505 CRAIG I . JQij SON EXP. 12/31/02 RCE NO . .±5838 COUNTY OF ORANGE eh(Q)-----cr~C<€J@ ~~le) OF 8 -z: i c,o ~ ~ .... ~ -3 i i CTl c§ i -r i ' (/) E Q. <O 0 N OJ ~ OJ ~ r-- 0 ~ f:c (/) "' " ~ ~ vi u.. u.. .s-f-w w g, . ;;;- w > 0 "' o._ ::; ? ~ 3- "' " "' "' "' m/ 0 DELTA A 171·25•5r B 2"50'36" CURVE DATA RADIUS LENGTH TANGENT 2.70' 8.08' 36.05' .3002.50' 149.00' 74.52' 0 <( 0 "' (11 ..J ..J I z :::, 0 <( '5 z <( (11 - - ---- / .. u <( ;§ ';;: DATE z o 40' 20' 0' 40' 80' DRAWN BY: SHF 6/99 :5 o._ ~~ OOE - --- - - ------ PLAN PREPARED BY: ~ ..l:S. Robert Bein, William Frost & Associates PROFESSIONAL ENGINEERS, PlANNERS & SURVEYORS P.O. BOX 57057 • 14725 ALTON PARKWAY, IRVINE, C>J..IFORNIA 92619-7057 (949) 472-3505 @-PROTECT IN PLACE @-REMOVE EXISTING IMPROVEMENT AS NOTED G)-coNST AC PAVEMENT OVER AB (STRUCTURAL SECTION TO MATCH EXISTING) G)--coNST TYPE A3-8 (W=13.5") CONC CURB AND GUTTER PER APWA SID PLAN No 120-0 @-coNST TYPE A2-8 CONC CURB AND GUTTER PER APWA SID PLAN No 120-0 @-coNST MEDIAN TAPER FOR TURN POCKET PER APWA SID PLAN No 140-1 (L=120'; W=10') @-coNST MEDIAN CONC MOW STRIP PER DETAIL ON SHEET 2. PLAN AND PROFILE DR.20-16406 Sheet 3 Of 8 NEWPORT COAST DRIVE STA 147+63.62 TO STA 150+33.63 NEWPORT BEACH. CALIFORNIA PROJECT NO. JN100037 SHEET o5 & GRAPHIC SCALE: 1"=40' n----1-------------+----l-----<--'DESIGNED BY: SHF 6/99 r, ,,,-... I IF'>on n~n~ OF O[o)A~noE i':c o 1------l-~DA=TE--I \ ) • DATE: 7 ii f °l "I. ~ □ YU '\'.I U U M U '\'.I ~;===================================================~=N~O·=~=====~R~~S~IO~N~S======~SITT~-~N~OS~.bA~P~PR~-4~M~T~Ed~C~HE~C~K~ED~BY~:==c=~=k~6/=9=9d~c~~G~~J~O~N~SO~N~==~~~P~-~12~/~31~/~02~~R~C~E~N~0~.=4~5~8~38~~==·=·===~=~~~==~=~==~~~===~b=OF=8~===1l JI) «0~. t-@ ~ 7/{{i; @J @---z!!JJ~ ~-5B48=) E a. '" 0 " ~ 0 <: " 0 f-(/J <!) " ,_ ~ vi l:: ~ f-w w f:: ;:;,- ~ 0 Q'. 0. ::, ? □ 1 2 3 4 5 0 C TANGENT DATA BEARING LENGTH N01"41 '08"W 148.07' N01"41 '08"W 268.07' N00'52'01"W 140.01' N02'30'14"W 140.01' N01"41 '08"W 156.42' CURVE DATA DELTA RADIUS LENGTH TANGENT 180'00'0()" 2.00' 6.28' 168+00 I I I I / -, ··----t-- 1 f-_J f{o. 45ll38 LAIDLAW BOUNDARY ,, @-PROTECT IN PLACE ®-REMOVE EXISTING IMPROVEMENT AS NOTED @-coNST AC PAVEMENT OVER AB {STRUCTURAL SECTION TO MATCH EXISTING) @-coNST TYPE A3-8 (W=13.5") CONC CURB AND GUTTER PER APWA STD PLAN No 120-0 @-coNST TYPE A2-8 CONG CURB AND GUTTER PER APWA sm PLAN No 120-0 @-coNST MEDIAN TAPER FOR TURN POCKET PER APWA SID PLAN No 140-1 (L=120'; W=10') 0-coNST MEDIAN CONG MOW STRIP PER DETAIL ON SHEET 2. ·' DR.-20-16406 Sheet4 Of 8 ~ 9-<!) PLAN AND PROFILE ll PLAN PREPARED BY: " PROJECT NO. :,J ~J!di Robert Bein, William Frost & Associates NEWPORT COAST DRIVE ~ i n-----i----------------t----t----t----i---------,--,O,.,,AT=-=E,--l @· ijf' P.o. ~!O~~j~~2;N~~~E~~~~~~. t._~~~?2~9_7057 ST A 170+35.64 TO ST A 176+00 JN100037 SHEET 02"" <:0 SHF 6/99 ,-.-(949) 472 3505 no· 20' o· no· no· DRAWN BY: "'""' -NEWPORT BEACH, CALIFORNIA :5;;;, DATE 61 i i GRAPHIC scALE, 1·=110· ,1----+-------------------+------<DEs1GNED BY, sHF ~~~: ~r ·" _ DATE, ,/1.tgf "I" COUNTY OF ORANGE ~ i'5 / APPR. CFJ 6/99 -• OF 8 ''-===================================================:&~N;;;O;,,. d,======;;R;;EVl;;;S;;;IO;;,N;;;S======d;;S;,;HT;;,·,;N;;;O;;S·&,,;;;;,;,~:!,,:~D;,;AT;;;E;d!,;C;;H;;EC;;;K;;;ED;,;;B;;Y:~==='=~=='=~C;;;RAl;;G;,,,;,;F·.,;J;;;O~S;;;O;;,N==.,;EX;;;;,;P·;;12;;,/;;;31;;,/;;;02~==;,;RC~E:-;:::N0:;:."<'5f45~8?3;;;84==;,;:====5'""?===r;;=;===,7=5:===='=Jr=n=,,-~??rc!0"=~;:-;;=~=======dl Q. I~ JD~ o ~ CC!i;✓~ D (o'5~[Q) P--584a~ - E 0 0 0 N 40' ·' 20' o· 40' 80' GRAPHIC SCALE: 1• =40' [D "' ct'. N ::::, ,,; (.) 0 OJ -- --------------~---------------------+--- ••:•: ~"• • ••·•., ••• ,: •• '• •··••· , .. ~_......, . -,--~ -·--• ----·---•~· i===•,,=-=•=••'••• Oa.•.•• •·•·••·•· ·•·--••••• ---' -• c.o,_-_·~---~·---------~·----------~---~---~·--·---------·--.. --, ----·---· ---------~------.:.---+~'---, .... ------~~----·--__ ,________ ------· -______ ...':, .,------~ ,_ -.;;f-~ ' -177+11.371j)_,NCD=' < 4 :i5 :.: \ ' '------------------------, •. ---------------· •. -••• --·----· ---.-, --·••· _-__ • ;1oac00-~sAGE--'~ILL-s~HooL'------.--~~ -~--_ ___ :~-___;-.. ~----'----'--·-, __ __ --~--+-_·. 1 (t .. NEWPORT co!~_T_C!_~IVE:_ ------------_-----___ ,..----:-ia<l'J:O:C)-= LJW l-(1)<(1------c---c,,-\--~-~-, , , \A -, -~ --\,_ .... •. • . , , ---==·, ===-., ·=-·1s2¼0: ---=--1s:s+oo· --,-C-___ -----~,, _ _.. -· •, .... , , _ _ ... -, • ---, , _ _ •..., vv •• 1 ", 1 . I . . . . :.. ·------ (/) w ----·----. ---.• ___ ·-.. \' -----.__ ·-... __ ---·------------.___ -.___ ---.. _ ------~~-------------- :' ----- ~ ~ - -=---~ ~-'.::: #5·~ ~' CL~~:~:~: ~~-~~------__ = __ =_=_ ·==··=='=--~,-====· '":-S'_ -=======-=--:'===-=::':'==~~=="'f."' .. """'==-:'c'. ==::""":S:=:c=:==j=· -~~~-::::.=_-_:--~·-·....c~_:::· _""::~-2-=_:;-:.~-----·--_ ---I 2 5 ~~ ' no 1~ ----_,,_\_ __ --\ ------~ i3 -- ~ !J! a5 (/} c3 ~,:: EXIST R/W o OJ < ., Joc-~ +,-..1 V> + ...J a....... (Oo:::1"'> '° ,__ ,..,,. R/W PER PM 97-200 ~ < ~~ :f3~a.. ] <(00 < o c, <.> "' o SAGE HILL SCHOOL 1--""! z 1-li1 <ULLJz (l)VW v, ~ (/) <1.e:..<11 ::.. '.JC·S2·=1:Y:1 DRAWN BY: SHF DATE 6/99 DATE n---+------------------1t----+---+----1DESIGNED BY: SHF 6/99 1--------+--:D,.,-AT"'E,--1 NO. REVISIONS SHT. NOS. APPR. DATE CHECKED BY: CFJ 6/99 PlAN PREPARED BY: ~70) Robert Bein, J'lilliam Frost & Associates ~ PROFESSIONAL ENGINEERS, PLANNERS &: SURVEYORS ~ P.O. BOX 57057 • 14725 ALTON Pf,Jf~~!AY, lRVINE, CALIFORNIA 92619-7re7 ...l:S. (949) 472-3505 . (\ (!l / CRAIG P. JOH111SON 12/31/02 RCE NO. 45838 _ 0-PROTECT IN PLACE (D--REMOVE EXISTING IMPROVEMENT AS NOTED @--coNST AC PAVEMENT OVER AB (STRUCTURAL SECTION TO MATCH EXISTING) @-coNST TYPE A3-8 (W=13.5") CONC CURB AND GUffiR PER APWA sm PLAN No 120-0 @--coNST TYPE A2-8 CONC CURB AND GUTTER PER APWA STD PLAN No 120-0 @-coNST MEDIAN TURN POCKET PER APWA STD PLAN No 140-1 (L=120'; W=10') (?)--coNST MEDIAN CONC MOW STRIP PER DETAIL ON SHEET 2. TANGENT DAYA □ BEARING LENGTH 6 N01"41 '08"W 503.25' ·' PLAN AND PROFILE DR.-20-16406 Sheet 5 Of & NEWPORT COAST DRIVE STA 176+00 TO STA 181+03.25 NEWPORT BEACH. CALIFORNIA OF - PROJECT NO. 100037 SHEET 5 OF 8 E a. 0 N 01 01 -...... OCl ~ 01 0 c.:, 3 0 < 0 0 a_ <O ..,. "' / ~ VJ u.. u.. 0 / f-w w 0:: f- (/J / ',; 0 0:: a_ :;; / c.:, 3 0 . / <O ..,. "' "' "' "' / u < <( f-0 <( z 0 :5 a_ .. / w .. __, a_ rn < 0:: f-c.:, Z/ w. ll. ::c - ---------22 TYPE IV ARROWS (TYP), 2 EA. DETAIL 38 21 DETAIL 38 22 12" 1'11-ilTE STRIPE (TYP) -----------------,---------- 8' 11' 12' c.:, z a_ ~ VJ c.:, z DETAIL 29 [;; ~ x /1\ -_i _,__ - ------------------------------------------------- 150' --------------- EPl \ \\ --- 12· 1,. 8' ·\- \ ' ' \ ~ETW ------------------ -PROP RAISED MEDIAN I "'- IUI 00 18, I. --' I L,. - - - -.--h-; f---- --+---··-----------------------------i - ----- --r-t--- ----- -- --+---= --- --_-~ .,,,.,--:-------------------------------------------- _ 146+00 40' ' · ·· >-' • "BIKE LANE" 3 21 PAVEMENT o MARKING 3 :5 0 < __, 0 < 0 a:: VJ __, __, ::c I !I < VJ I _ _J -147+00 DETAIL A . FOR ADDITIONAL STRIPING AT THE INTERSECTION, SEE SHEET 7 . - 20' O' 40' 80' GRAPHIC SCALE: 1" =40' ' DETAIL 39 21 "BIKE LANE" R7 2.3 R10 (RT) TYPE K MARKER 22 DETAIL 25 --tt------~ DETAI~ 3~2 i2-(~~E?Ji~1'fAYil~5'E 3l~2,AE,1R~RO.u'W __ + ______ __,1_/~1 EXIST R/W ---,..,(TYP). 2 EA. ' I < ;-® ► ;o ;;; VJ 151+00 150' . - 10' ' ' 24 Rl8 TYPE IV ARROWS 22 (TYP), 2 EA. 22 DETAIL 38 24 R18 E DETAIL 39 ---E DETAIL 25 E DETAIL 39A E DETAIL 9 DETA~L RAISED MEDIAN ---+---® CONSTFlUCT~ON NOTES (D-EXISTING TO REMAIN @-SANDBLAST EXISTING STRIPING. REMOVE CONFLICTING STRIPING AND RAISED PAVEMENT MARKERS. @-PAINT (2 COATS) TRAFFIC STRIPING & MARKING IN ACCORDANCE TO CALTRANS STRIPING DETAIL NUMBER & SID PLANS, INCLUDING INSTALLATION OF REQUIRED RAISED PAVEMENT MARKERS @-RELOCATE EXISTING SIGN AND POST @-INSTALL NEW SIGN AND POST. IF APPLICABLE. POSTS SHALL BE 2-INCH SQUARE STEEL TELSPAR POSTS 'il A 'il MARKING " ·J 3 1 " 36" (. ---36" ------\----.------- ~SIGN -_S_P_U_" --\ - (DETAIL B) l EXIST R/W 24 SIGN "SPU" (DETAIL B) .. < 5li fT1 Ul -------- .. . ----~ ------- .• 11-----+-----------------t---+-----+----, DRAWN BY: HJL/SHF DESIGNED BY,HJL/SHF NO. REVISIONS SHT. NOS. APPR. DATE CHECKED BY: CFJ PLAN PREPARED BY: NOTES FOR DETAIL " A" 0-PAINT MEDIAN NOSE WITH HIGHLY REFLECTIVE PREMIXED 1'11-ilTE TRAFFIC PAINT WITH GLASS BEADS. ®-INSTALL R7, R10(RT), FLEXIBLE TYPE K MARKER OR TYPE N MARKER ON POST AS INDICATED ON PLAN @--INSTALL YELLOW REFLECTIVE PAVEMENT MARKERS ON TOP SURFACE OF MEDIAN CURB NOSE AT 2 FT SPACING (MINIMUM 5 MARKERS), PLACE REFLECTIVE SURFACE OF MARKERS PERPENDICULAR TO ct_ OF ROADWAY. U-TURN ONLY BLACK LETTERS AND LEGEND ON 1'11-ilTE BACKGROUND SIGN "SPU" DR.20-16406 Sheet 6 Of 8 STRIPING AND SIGNING PLAN PROJECT NO. NEWPORT COAST DRIVE STA 147+63.62 TO STA 181+03.25 NEWPORT BEACH. CALIFORNIA JN100037 SHEET DATE 6/99 C~EXP.12/31/02 RCE NO. 45838 COUNTif OF ORANGE OF 8 . , E a. N I') If) 0, ~ ro N -..._ " 0 ~ 0 <( ~ ; ~ ~ ? lJ.J lJ.J I!: ,;'.!- ~ 0 "' a. ::; ::;- EXIST 2"C, 12 PR #19 SIC 9' °CONDUCTOR SCHEDULE TO SPLICE CABINET AT RIDGE PARK DR ---------1, 1, ~ ~ AWG CIRCUIT Iii 1 3 6 3 3 3 6 ¢3(FUT) -3 - 6 3 6 3 3 -3 mil 0 10 20 40 3 3 - 6 ¢4(FUT 7) 3 3 3 6 SCALE 1 "= 20' DETAIL "A" . ·:· ·:. ((il4+0L) •• ¢8(FUT) 3 3 -3 ¢2P(FUT) 2 2 2 4 ¢4P(ABAND) EXIST 20' OF FUT I 0 1!13 CONDUCTORS 6 #14 #10 Det. Loop Cable 2 #16 ¢8P ¢2 PPB(FUT) ¢4 PPB(ABAND) ¢6 PPB ¢8 PPB PPB COMMON IISNS SPARES TOTAL SIGNAL COMMON LUMINAIRE TOTAL ¢1 ¢3(FUT) ¢4 ¢7(FUT) ¢8(FUT) TOTAL CONDUIT SIZE - - 2 4 - 2 • - 4 2 2 - 4 1 1 2 - 1 2 - 2 1 - 1 1 1 2 1 1 3 3 3 6 26 32 23 73 2 2 2 2 - 3 3 3 2 - 1 3 3 2 2 - 2 3 - - 2 2 -3 -3 1 4 4 - 4 6 10 5 19 □ REUSE EXISTING CONDUCTORS AND CONDUITS. CONNECT 1!11 CONDUCTORS & 1!11 LOOP DLC IN CABINET. NOTES THIS SHEET: 1. . - _f/ - ' - . EXIST Z'C, 12 PR #19 SIC TO SPLICE CABINET AT RIDGE PARK DR Q:) -- -- EXIST 2" C, 1 DLC EXIST. 3"C, 1-6 _PR #19 SIC 8 EXIST. 2"C. & 2 #6 (SIGNAL '<'- -- -....J c:::t:::i - .•, . ~ .... ---.:.:..:_ R ;;-__ /4\ TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO STATE OF CALIFORN A STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED JULY '92). 2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. EXIST 40' OF COILED CONDUCTORS FOR FUTURE CONDITION 3. 4. 5. [I] UNLESS SHOWN OTHERWISE, NEW INDUCTIVE LOOPS SHALL BE 6' DIA. (TYPE E) WITH 9' SPACING IN THE DIRECTION OR TRAVEL. SLOT SEALANT SHALL BE HOT-MELT RUBBERIZED ASPHALT PER CALTRANS SPEC. 86-5.01A. NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING DETECTORS. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. NEW VEHICLE INDICATIONS SHALL BE 12" METAL WITH GLASS LENSES & REFLECTORS, METAL VISORS AND BACKPLATES. EXISTING 8 PHASE MUL Tl SONICS 820 SYSTEM CONTROLLER ASSEMBLY WITH INTEGRAL COORDINATION TELEMETRY, DETECTION AS SHOWN AND COUNT STATION EQUIPMENT IN A TYPE "p" CABINET. MODIFY, AS REQUIRED, FOR NEW 01 PHASING AND DETECTION AS SHOWN. EXISTING TYPE Ill-BF SERVICE EQUIPMENT ENCLOSURE COMPLETE WITH ONE 240V-100A (MAIN) ONE 120V-50A (METERED SIGNALS) ONE 120V-30A (UNMETERED LIGHTING) ONE 120V-15A (METERED IISNS) EXISTING INTERCONNECT SPLICE CABINET. THE FOLLOWING CIRCUIT BREAKERS: © REMOVE AND SALVAGE EXISTING MASTARM AND R34-2 SIGN. RELOCATE EXISTING VEHICLE INDICATIONS AND IISNS TO NEW MASTARM. FURNISH NEW IISNS MAST ARM MOUNTING HARDWARE. INSTALL SIGN AND, POST (IF REQ'D) AS NOTED. INSTALL TYPE I PEDESTRIAN BARRICADE WITH R49 SIGN PER CALTRANS STD.ES-5F. REMOVE EXISTING PEDESTRIAN ACCESS RAMP. CONSTRUCT PPG CURB, GUTTER AND SIDEWALK TO MATCH EXISTING. INSTALL PAVEMENT MARKING, ARROW OR STRIPE, INCLUDING RAISED PAVEMENT MARKERS PER CALTRANS DETAIL NOTED. PLUG ALL HOLES AND GALVANIZE PER CALTRANS SPEC. 86-2.04. .• I\ 63' 1-¢4 12' 11 ' 20' . ',. lJ.J oz I-::J in l-o-.... ::; ...J 2-(,14 0 D DETAIL 12" LENSES ® Co © @) @ ,, A" - - /4 5-SECTION SIGNAL HEAD D EXISTING I/ 14' .·. ·~ ··.: ..• 13' .• 61' 9' 17' I\ ____ ,,.., DETAIL "B" 36" - U-TURN ONLY 36" BLACK LETTERS AND LEGEND ON WHITE BACKGROUND SIGN "SPU" SC LOOPS D PHASE FUNCTION SEQUENCE DIAGRAM VEHICLE &: PEDESTRIAN MOVEMENTS PER FUNCTION NEMA PHASE DESIGNATION FUNCTION TYPE COORDINATED FUNCTION D SEE NOTE [I] 5+0LA 1 2 s s DP ---- 6 DP NOT USED 7 s NOT USED 3 s 4 DP 8P DP I I I f ACTUATED ACTUATED SYNC PHASE SYNC PHASE ACTUATED ACTUATE! ACTUATE! ACTUATED 1----i: 1 +Si--:---. 1+5 2+s :---------------: 4+s I l,.__ _ _.~ 2+5 if----' SEQUENCE WITH CALLS ON ALL PHASES EXIST 2" C, PULLROPE (FUT SIC) TO STA. 169+94.47 EXIST Z'C, 1-DLC & PULLROPE(FUT SIC) 0 SENSOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR 1 1-lil5 1 2 2-05 2 2-02 2 1 1-02(SD-2) A 0 a,l-----1-----,f---------l l ,__ /' ' 1 3-02 3 06 . ~ UJ 3 4 5 6 7 2 1-01 1 1-¢6(SD-6) A 0 2 2-06 1 3-06 2 • 1-lll7(FUT) 1 1-lll4(SD-4) A 0 2 2-¢4 1 3-04(FUT) J-------1-t 2 1-lll3(FUT) 1 2-¢3(FUT) EXIST 40' OF COILED CONDUCTORS FOR FUTURE CONDITION R - - . ~ UJ 0) 8 2 FUT1-¢8(SD-8) 9 1 2-08(FUT) 2 3-08(FUT) 10 1 4-08(FUT) 2 SPARE □ EXISTING (CONNECT 1-1!!1 SENSOR IN CABINET) 0 SYSTEM SAMPLING-NO OUTPUT TO PHASE. A CALL HOLD D POLE SCHEDULE l--r_P_OL_E:__DA_T7Ar---l-S.;_I_GN.;_A.;_L+H'-.P.;_.s,..v.;.:._L:.;U_M-t-_S::.l:.:G.;_N;_A,L:....;.:M.;_O:.;U:.;NTT.;_l.;_N.:G __ +:P-=E=D-P.;_U;:.:S::.H:...:.BU::.TT:.:.:O:..:N,1-_...:F..;:O::U:..:N=DA:.:.Tl::.O::N.:__-1 TYPE "A" SIGN TYPE HEIGHT MA MA WATTS VEH MA PED PHASE POLE QUAD TYPE SIZE (DOUBLE FACE) No 1 29-5-70 30' -15' 250 - - SP 1 CS 2 E C 3' X 8' 2 1A 10' - - - TV-2-T -SP-1-CS 8 S S 2' X 3' 3 29-5-70 30' 50' 15' 250 ~~Y-:J-:l,.. 2-MAS SP-1-CS 8 S C 3' X 8' San Joaquin Hills 4 29-5-70 30' 35' 15' 250 SV-3-TBo - - C 3' X 8' Newport Coast Dr 5 29-5-70 30' 55'o 15' 250 SV-1-T 1-:~~g? SP-1-CS C 3' X 8' San Joaquin Hills@~ 1A 1 o' TV 1 T 2 E S 2' X 3' D ALL EQUIPMENT EXISTING UNLESS NOTED: (o)= NEW, (A)= RELOCATE FURNISH NEW MOUNTING HARDWARE TO FIT NEW MAST ARM- -EXISTING VEHICLE INDICATIONS ARE 12". -EXISTING PEDESTRIAN INDICATIONS ARE TYPE "G". -RELOCATED EQUIPMENT SHALL BE REPAINTED PER CALTRANS SPEC. 86-2.16 -BAND STRAP TOP OF NEW SV-3-TB FRAMEWORK TO SIGNAL POLE. (MIN .. 030" "BAND-IT" STRAP) DR.-20-16406 Sheet 7 Of& ~i~! [SSJOq.1, ~ lilllOI)) z'I ~ County of Orange pj "';,, ~ 1-==PFRD::ra:;cfP,.:.R;.;:O..::G,liiiM?i, i"-DnJf=i.l lf-WE=L:;.:O;:;.P.:;:MENT:=:.;:..D::cM:.:.::S::;IO:;.:N.;_•TRAFFI=.:::..~C;::EN~G,:iINE~ERIN~;=G--ll 1:3 -0 :::l "" No. 10417 ,, ,., ApprovedBy: _ \'-' /a-_ r'ate:J,2.1/1';/ {X ~ 0--~ * --::b.o r:R:OA.County Traffic Engineer J'>"-..fJY. -Jk: -._~ THIS PLAN IS SIGNED BY PFRD/f.E. FOR CONCEPT AND ADHERENCE TO COUNTY q;,.OF C"'<<:1-. !C •-'' TRAFFIC SIGNALS, SIGNING AND STRIPING STANDARDS AND REQUIREMENTS ONLY. PFRD/f.E. IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS OR ACCURACY, ,, NOTE: ALL SALVAGED EQUIPMENT SHALL BE DELIVERED TO COUNTY OF ORANGE AT 1152 E. FRUIT STREET. CALL (714)567-7866 48 HOURS PRIOR TO DELIVERY. §I [IT] lg] ~ ~ ~ 9- "' ., . TRAFFIC SIGNAL MODIFICATION PLAN PLAN PREPARED BY: PROJECT NO . ~ UNDERGROUND STRUCTURES ~J;-J. t3 "3-IMPORTANT NOTICE Robert Bein.William Frost & Assoc1·ates NEWPORT COAST DRIVE < ,,,,.. SECTION 4216-4217 OF' THE GOVERNMENT ALL ~OER(;R(II.INI) UlllJl!rs m STRUClURES REPmTED BY M oi:.,:m 00 OTHERS AND Tl-105£ SI-I~ 00 'THE: 0 ;,r; CODE REQUIRES A DIG ALERT IDENTIF1CATI0N RECOODS """'"'ED ARE IDCATED <!TH MJR ..,,.,., •• .,, LCCATia< '"' [)(l[Hf, THE"'"°' BY ACCEPTING 1,---t----------------t---+---+---;... _________ _j ~ PROFESSIOIW. ENGINEERS, PLANNERS & SURVEYORS SAN JOAQUIN HILLS ROAD z < NUMBER BE ISSUED BEFORE A lJiESE PLANS Cfi PROCEEDING Y.TTH 11.lPRO\DIENlS PURSIJAHT lH£RETO AGREES TO ASSlruE UABlJTY AJro TO E ~ p 0 :'.5 'PERMIT TO EXCAVATE' WILL BE VALID HCUJ UNIDSIGNED HABfl£SS Fm mv DAW.(;£$ RESllfflG FRru Tl£ EXJSlEN(I CF ~DfR(;ROOtm UTIUTIES DAT y;;:;; •• BOX 57057 • 14725 ALTON PARKWAY, IRVlNE, CAI..IFORNIA 92619-7057 ~ F'OR YOUR DIG ALERT ID NUMBER CALL 00 SlRllcn.;r;tES NOT~ 10 M l.MJERSIGNED: OOT m!CATEO (X,j M: PI..G..IC REC:000S EXA?.l:--:m: M DRAWN BY: GT 7-99 ,..-(949) 472-35o5 / UNDERGROUND SERVICE Al.ERT CGllRACTill IS REQUIRED TO Tm: DUE PRECAUllONARY"""""" TO PROl[CT THE IJ1UJ11[S"' SlRIJCl\lRES .w. NEWPORT BEACH, CALIFORNIA w ~ TOLL FREE 1-eo0-422-41.:S.:S SI-I~ AND ANY CllHER 1JTl.l11ES OR SlRlJCTURES FOONO AT THE SITE. IT SHAU. BE 'THE: CONTRACTOO"S DATE n . 7 I! TWO WORKING DAYS BEFORE YOU DIG. RESPON'"'UTYlON01lFY1HEOY.NERSIFTHEUllJIES<RS1RUC1UlfSca<CERHEDBEFIX<ESTNlll<GVl<Jll(. 11---;----------------f----+----l----lD_E_SI_GN_E_D_B_Y_:_G_T_--l--~-:T-9:--1 Mef ~~DATE: 7/22/99 COUNTY OF ORANGE . ~I===================================================~~N~O-~~=====~R~~IS~IO~N~S======~SITT~-~N~OS~-~~~PR~-~~M~T~EJ~C~HE~C~K~ED~~~:=~HW~D~~~7~9~9J~Hl~LB~E~ITT~W~IL~L~~M~D~IC~KS~O~N~=======~~-1~9~4~17~~=====~~===~=~~=~====~~==b~O~F~~8~=j JO~ ~~ (0/~ ~ '© ®J)~ g (l501lt5 JN 100037 SHEET ~ PA _,.. E n_ N ~ 0 <( 0 u (/J ill ..,. ,_ ~ (/) t,._ t,._ ;3, f-w w fl= ;)- ~ 0 "' (l_ ::, / ~ I _....,__ ' ----- I ·-+- ~ -g: (/J u - 2· 6' MIN (VARIES) ' = TypocsJ Tra11ic Channelizer. Location NOT TO SCALE Newport GenersJ A. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO A.P.W.A. "W.A.T.C.H." HANDBOOK AND CALTRANS MANUAL OF TRAFFIC CONTROL, LATEST EDITION, CANTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, DATED JULY 1992, AND THE SPECIAL PROVISIONS. 8. LANE CLOSURES SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY ENGINEER. LANE CLOSURES SHALL NOT OCCUR BETWEEN 7:00-9:00AM AND 4:00-6:00PM. C. SINGLE LANE CLOSURE TRAFFIC CONTROL DEVICES SHALL CONFORM TO CALTRANS STANDARD PLAN No . T-11. D. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGN(S) SHALL BE AS DIRECTED BY THE ENGINEER BASED ON CONSTRUCTION CONDITION. ·'E. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE BY USE OF FLAGMAN AND APPROPRIATE SIGNAGE AS DIRECTED BY ENGINEER. F. TRAFFIC CONES FOR NIGHTIME USE ·sHALL BE INTERNALLY ILLUMINATED OR BE PROVIDED WITH 13•· REFLECTIVE SILVER SLEEVE. G. CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL AND TEMPORARY SIGNING UPON COMPLETION OF CONSTRUCTION. ---' Construction Nofces EXISTING TO REMAIN. FOR GENERAL NOTES/DETAILS SEE THIS SHEET PLACE OR INSTALL CONSTRUCTION TRAFFIC CONTROL SIGNS, BARRICADES, CONES, FLAGTREE OR FLASHING ARROW SIGN, AS NOTED: DR.-20-16406 Sheet 8 Of8 !Legend W½3 ™ 0 CONSTRUCTION AREA BY SINGLE LANE CLOSURE CONSTRUCTION AREA BY SHOULDER CLOSURE CHANNELIZER (SURFACE MOl:JNTED) OR PORTABLE DELINEATOR BARRICADE (TYPE 11) WITH SIGNS WHEN NOTED FLASHING ARROW BOARD SIGN (FAS) FLAGTREE AND SIGNS 9-PLAN PREPARED BY: ! ~~ ~~~ TRAFFIC CONTROL PLAN PROJECT NO. ,., LL L (:} ~ z ':(:;, ,~ z ':;, NEWPORT COAST DRIVE JN100037 ~ -,,..C:.::======~-0 .,111orn 'I,-:: ~<-c~-"11orn 'I&. ~J~!iJi Robert Bein, 17illiam Frost & Associates "' / '-"' ~ ,::: "' --c 11-----t-----------------t---;-----t---1---------,---,,-,:,,----I ~ PROFESSIONAL ENGINEERS, PlANNERS & SURVEYORS y :!:_ -S:'.? t11 ~ ,=? (II ~ 11 D·'JE =-' D57 --. r-~ -O •·. c:.:, -N O •·. .,... ~ P.O. BOX 57057"' 14725 Al.TON PARKWAY, IRVINE, CALIFORNIA 92619-7 o <e ~µ: No.19417 :, ;; ~i::c o.oro9 :, ;; ,1-----+-----------------+----+----+----<D~'WN BY·. SHF/EWS 6/99 ,-,-(949) 472-3505 STA 147+63.62 TO STA 181+03.25 NEWPORT BEACH. CALIFORNIA SHEET z Cl 40' 20' 0' 40', 80' o::. E):p 9-:50--01 o::. 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