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HomeMy WebLinkAboutDWG 405-4B; CT 01-05; CALAVERA HILLS VILLAGE W TRAFFIC SIGNAL; 01-05CEN£RAL NOTES 1. THIS PLAN SIJffRS£O£S AJ.I. OTHER PLANS PffE'tfOtlSl. Y Af'PR0',£1) BY THE CITY OF CA/lt.SBAO REGAROINC MIPRO'EIIENTS SHOltN CN THIS SET OF Pt.ANS. 1. APPROVAi. OF THIS flt.AN OO£S NOT L£SSlN OR WA/IE' ANY PrR110N OF TH£ CARI.SBAO IIIJNIC/PAl. COO£, RESOI.UTION OF CONDITIONAi. APPROVAL, CITY STANDARDS OR OTHER AOOITIONAl. DOC/IIIENTS l/STfD HEREON AS THEY MAY PERTAIN TO THIS PRO.ECT. TH£ ENCIN£ER IN RESPONS/81.£ CHARGE SHALi. R£lfSE THESE PLANS WEN NON-CCWFOIIMANCE IS /JISCOl£REO. .I CITY APPROVAL OF Pl.ANS DOES NOT REU£IE' THE /JflflOPER OR lNGINEEff- OF-lfOHK FROf,/ H!SPONS1811.JTY FOR TH£ CORRECTTON OF ERRORS ANO CNISSIONS DISCOVER£]) OUIWNC CONSTRUCTlON. Al.I. PLAN Rn1SIONS SHAL1. 8£ PROMPTl Y StJBIIITTfD TO TH£ CITY ENCIN£ER FOR APA'i'OVAL ( A RICHT-OF-WAY PERI/IT fROl,I TH£ CITY lNCIN£(R 1111 8£ R£QIJIH£O FOR ANY lfOHK IN TH£ Pll8tJC RIGHT OF WAY. PmOR TO PCRIIIT ISStlANCE, A CERTIF1CA TF OF INSURANCE 11/JST 8£ FTl.E[) NAJIINC TH£ CITY OF CARI.SBAO AS AN AOOITTONAl. INSIJRElJ CN THE PERlll77EE's POUCY IN THE IIINMltJM AIIOUNT OF 11,000,000.00 FOR EACH OCCIJRH£NCE OF UABlllTY. U/f,,(NSI/RANCE ff&t:Uv'J¥J~t~l-41! ie 5 NO IKJRK SHALi. 8£ COWENC£D I/N71t. Ail PERIi/TS HA IE' BEEN 08TAIN£l) FROf,/ THE CITY ANO OTHER APPROPRIA TF Afl£NC/£S. I. R£lfSlal OF THESE Pl.ANS MAY 8£ R£QIJIH£O IT TH£ PROFOSl1J IIIPR01£11£NTS A/IE' NOT CONSTRUCTfD PmOR TO THE OEAOl/NE DATF OF TH£ IIIPROVEIIENT ACHm/ENT. 7. NO R£',fSKMS 1111 8£ IIAOE TO THESE Pl.ANS IIITHOUT THE ltRITTEN APPROVAi. OF THE CITY £NCIN£ER, NOTfD IIITHIN TH£ R£lfSHII Bl.OCI(, CN THE Al'PffOPRIA TF SHEET OF THE Pl.ANS ANO Till£ SHEET. I. OR/QNAl. DRAIIINGS SHAL1. l1tmE THE PH<PfRTY OF THE CITY I/PON lJ£IN(J SIGN£!) BY THE CITY £NQNE£R. a THE ORKJNAI. ORA#TNG SHALL 8£ ll£WSE'D TO Hm.£CT AS-8111t. T CONOl110NS BY THE ENCIN!ER-OF-IKJRK PmOR TO FINAl ACCEPTANCE OF TH£ IKJRK BY TH£ CITY 10. ACCESS FOR FTR£ ANO OTHER £11£RCENCY 'LHIQ.£S SHALL 8£ IIAINTAIN£l) TO THE PRO.ECT Sile AT Ail Tlll£S DURIN(; CONSTRUCTION. 11. /IH!R£ 11l£NCH£S A/IE' IIITHIN CITY EASEll!NTS, A SOft.S R£PORT C<MA"R/Sl1J OF: (A) SUWARY SHEET, (8) l.AB()HA TOIIY IKJRK SH££7S ANO (C} COIIPAC110N i:iJRie; SHAJ.I. 8£ StJBIIITTfD BY A PROFESSIONAi. ENCIN£ER OF TH£ STA TF OF CAL.IFORNIA. PRINCIPAJ.I.Y {)()INC lJIJSIN£SS IN THE Fl£IJ} OF APPlJED S0/1.S ll£CHANICS. 11f£ sags REPrB! /IR1 B£ SUIJIIITTfQ 11l THE art £NCIN£QIINC INSPECTrJR MTHIN lllQ IIQRl(INC QA~ fT ct»IPl,fU(l{ fT FT£lJ) 1ESTS, THE ltRITTFN FJ£lJ) COIIPAC110N REPORT(S: SHALi. 8£ lllll£OIA 1El. Y SllBM/17£[) TO THE CITY ENGIN££RING INSPECTOII lJPON CfJIIPl.£1lON OF TH£ Fl£IJ} TFSTS 11. A PR£ CQNS1RUCTION MffllNC SH4t1 Rf /£IQ AT 11f£ SUE PR/QB 11l THE /JQlNHINfi fT IW1RK ANQ SHA{l BE A17fNIJfP QYALl BtfNtW{TAll'ES (f£SP(l(SIBl£FQR C(llSTRlJCllfll. INSPECU(l(. SlJPfBlfS/ON, TESTlNG ANO Al,{ OTHER ASPECTS Of = THE CCWTRACTOII SHAJ1 SCH£DIJl£ THE /11££TING lHROllCH THE PERIIIT ~-38.H} AT LEAST RIC{5) IKJliKINC DA >S PmOR TO STARTING CONSTRUCTION. /Jf/AIIINGS 1111ST 8£ AVALABt.£ PmOR TO SCH£Dlll.lNC 1.I All JNSPfC11fl{ RfQl1fSTS OTHER 'fHN£ 8lR PR£ CQNS1RUCTION NffTIN€ 1111 (IE ffli 'Zl3!%:/!£r::t=ffs1fl!t W!MnHfllJ!l!'f;lo' e11, (l{ TH£ QA Y B£FQRE TH£ INSPEC11QN 15 Nf[N1l INSPECTIONS llfl1 BE MADE TH£ NEXT lHll'K OAY /JNl£SS 'YOfJ R£(l(J£ST OTHERf/lSE. R£QIJESTS MADE AFTER 2:00 P.11. llfl1 8£ SCH£lJUl.ED FOR 1IIO F1JlL IKJRK 0A >S LA TFR 1( THE 0/INCR ANO/Ill' Al'FUCANT THROIICH THE /Jflf1.0P£R AM.1/lll' CCNTRACTOII SHAU O£S/CN, CONSTRUCT ANO MAINTAIN Al.I. SAFETY~ tNa.//0/NG SHOR/NC, ANO SHAU 8£ SOl.£1. Y RESPONS/81.£ FOR CONFORIIINC TO All lOCAl., STATF AND FEDERAi. SAFETY ANO HEAJ.TH STANDARDS. lAll5 ANO REGUlATIONS. 15. THE CQNTRACTOII SHAU CONF'OfW TO lA80R CaJ£ SECTION 6705 BY Sl/BIIITTING A DETAIi. PLAN TO THE CITY ENCINEER ANO/fl\' CONC£RN£O ACENCY SHO/IING THE O£SIGN OF SHOR/NC, BRACING S/.OPIN& Ofi OTHER f'HO',fSKMS TD 8£ MADE OF IKJRK£R PHOTFC110N fROII THE HAZARD OF CA!fVG GR0tJN0 OIJRIN(; TH£ £,YCA114110N OF SUCH TRENCH OR 11l£NCH£S Ofi OURINC THE PIPE INSTAl.LA TICN 1H£R£IN. THIS PLAN 11/JST 11£ PREPAREIJ FOR All TRENCHES RIE' FEET (5J OR MORE IN DEPTH ANO Al'f'R0',£1) er TH£ CITY £NGINEFR AND/Ill' CONCERNED AGENCY PRIOR Tr) £,YCA VA 110N. If TH£ PlAI{ VAE FROM TH£ SHQRINC S'(S1EU STANDA8QS fSTAR(ISHfTI BY TH£ CQNS181/CW{ SAFffY QRPfflS, TT1l.£ B CAlHJlWA ADM(NISTRAll'tr erg TH£ PlAI{ SHAU B£ PREPARED BY A 8Ef151fRElJ ENfHf8 AT THE Cfl(TRACTORS f}(PENSE. A COPY OF TH£ OSHA £,YCA 114 TTON PERIIIT 11/JST 11£ SUBIIITTfD TD THE INSPECTOII PmOR TD £,YCA VA T!at 16. If ANY ABQfA£flQCICAJ, 6fS(JIJ8a'S Alt£ /lSli'QlfllElJ tllffi ANY llllffl' HK IJURIN(; CONSTRIJCTION, rPlRATl(l(S llfll CEA.Sf "fl(fP':'m >: ANO TH£ PET?MIT lllll NOTIFY THE CITY £NCIN£ER. OPERATIONS lllll NOT RESTART I/N71t. THE PERI/IT HAS RECEIIE'D IIR/17EN AUTHORITY FROf,/ TH£ CITY OHJtNaR TO DO .SU 17. All OP£RA110NS CONDUCTED ON THE SITE' fXf ADJACENT THERE'TO. NCI.IIIJIN(; WARIIINC I.IP, REPAIR, ARIWVAi, DEPARTURE OR OP£RA110N OF TRUCKS, EARTH IIO',#NC £QtJIPMENT, CCNSTRUCTION EDUIPIIENT AND ANY OTHER ASSOC/A 1fD (;RA{}INC £QtJIPMENT SHAL1. 8£ t.llllTfD TO TH£ PERfOD 11£11tEEN 7:00 A.II. AMJ st/NSET EACH DAY, MONDAY 1HRtl FWIOAY AND NO EARTH IIOJfNC OR GRAOINC OP£RATIONS SHAU 8£ caYOIICTED CN IIE£KENOS OR HOI.IDAYS. (Al/ST OF CITY HOI.IDA>S IS A VAII.AlJlE AT THE £NfJINEERING DEPARTIIENT ctll/NTER.) 18. All CIF-SITF HA/JI. ltOIJTFS SHAil 8£ SIJIJIIT7£[) BY TH£ CONTRACTOR TO TH£ CITY lNCIN£(R FOR AR'WOVAl TIID F1JlL IKJRK1N(J DA >S PRIOR TO lJ£GINNING OF IIOl'I!: THE CCWTRACTOII SHALL 8£ RESPONS/8t£ FOR ANY DEBRIS Ofi DAMA« ~ Al.CNC TH£ HA/JI. ROIJTF OR ADJACENT STREETS AS A RES/JI. T OF THE GRADING OPERA 110N. 19. NO Bt.ASTING SHAU 8£ COIIIIENC£I) 1111HOIJT A CITY £Ml/NEER Af'PR0',£1) Bt.ASTING PHOCHAII. 20. TH£ £X/STFNC£ ANO lOCA 110N OF UTflJTY STRIJCTl/RES ANO rAC11.111£S SHOltN ON THE CONSTRUC110N Pl.ANS ll£R£ OBTAIN£/) er A SEARCH OF THE A VALABl.£ RE'CORDS. A[lfNTIQN ts CA{1m 11l '/Hf FQfflf fJ(JSTfNC£ tT OTHER UTH,ITY fACllJll£S OR Sf8UCllJ8£S NOT SHQ#N OR IN A LQCAUQN OIFFfBfNT FROM THAT SHQIIN 0 THE P{ANS. 11f£ C<ltf8ACTQB IS RfOIJIR£Q 11l TAKE DIJ£ fflfCAIJTIQNARY Hf-4 W8fS TQ PRQTFCT TH£ UTH,{Tl(S SHQIIN (l{ 11f£ {'W{S AND ANY QTHER fXJSTINC fACIUTlES OR STRtJCTIJR£S NOT SHQIIN. 21. 'flo'fr&Trli~ 1wl1(for,1Mfl,111fGft;/N,zr AHEAD tT 1Hf CQNS181/CTHl( 11l P£RfltT 1Hf R£l1SIONS Of 11f£ fP{STRIJCTION {'W{S If fT IS f(XJNO THAT 11f£ ACTUAL (QCA11fl(S ARE IN C()NFlJCT 111TH TH£ PROPOSED ffP'jY('. CARLSBAD TRACT No. 01- COLLEGE BOULEVARD AND RIFT ROAD /RICH FIELD DR/ VE (VILLA GE X' / VILLA GE 'W; GEN£RAL NOTES CONTINU£O 22. THE CONTWACTOH SHAil NOTIFY AFFECTED UTIUTY COMPANIES /SEE BEl.OW} AT LEAST 1IIO F1JlL tlfJRKINC DA >S PRIOR TO STARTING CONSTRIJCTION NEAR 1HETR rAC1tlTIES AND SHAU COOROINATF IKJRK #ITH A COMPANY REPR£SENTATIIE'. IINDERCROIJNO SER'ACE AI.ERT (800) 227-26/XJ SOGlf" (800) 680-7~ PAC/RC BEU (800) 892-012J A/JEl.PMA CABt.£ COWfJNICA 110NS {760) -IJ8-77-11 COX COIIIIIJNICA TTONS n,n',... {760) 806-980!J CITY OF CARI.S8AO ($11/f.EIS IIND STORM DRAIN} {!60) (1,1.-2980 CITY OF' OCEANSIDE HIGHWAY 7B CITY OF CARI.SBAO (SEIIER,WATER ~ REaA/IIEO WATEH) '{760) -IJlJ--2122 SAN DIEWITO WA 1FR OISTRICT '{760) 6.J.J-2650 /.£/JCADIA ctll/NTY WA 1FR OISTRICT (760) 75.J-0155 .-..ulTE VAJ.l.£CITOS WA TFR OISTRICT {760) 7#-bl60 aJWNHAIN WA T£R OISTRICT (760} 75.J-6-166 8ll£NA SANITATION OISTRICT (760) 726-1J-IO CITY (F l«S'1if OECLARATIQN OF RESPONS!Rlf CHA@£ . 05 I H£REBY D£ClAIIE' THAT I All THE ENCIN£ER OF IKJRK FOR THIS PROtECT, THAT I HAil' £XEJiCIS£T) RESPONS/81.£ CHARGE Olei' TH£ DCSIGN ON TH£ PRO.ECT AS D£FlN£D IN SECTION 670J OF THE l1tJSIN£SS ANO PROFESSIONS CODE. ANO THAT THE O£SIGN IS CONSISTENT #ITH CURRENT STANDARDS. -~ s BAD "'"0 CITY (F 11/NOERSTANO THAT THC CH£CI( OF Pf/0.ECT ORA/tlNGS AND Sl'£CIRCATTONS BY TH£ CITY OF CARI.S8AO ~ NOT RELIEIE' AE; AS £NQNEEH OF IIQli'I\; OF MY R£SPONS/BllJTIES FOR PRO.ECT OES/GN. URBAN S>STENS ASS'OO'A 1lS; INC. (5,l(J KEARNY ltUA ROAD P06 SAN Dl£CO, CA/.JFORNIA 9212J (858) 560-"911 --------DATE': ___ _ ANDREW SCHIJEFIJ R.E. C. NO. 1596-1 £KP. 06/.rO~ OWNER I OMLQPER CAl.Alei'A Hft.lS II , LJ.C A CA/.JFORNIA l/11/TfD UA8/lJTY <XM'ANY 2727 HOOlei' A ',fNIJ£ NA TlONAl CITY, CA 91950 (619) JJ6-J67J 8'1: llclllLJ.IN CtJIIPAM!l LJ.C A DCLAWARE t.llllTfD I.JA/Jfl/TY COMPANY ITS: MANAGER B'I: _____________ _ BRIAN llllJCH SENIOR lf'a" PRES/D£NT ITS: wtX' PRESIDCNT ---------- SOURCE Of TQPQCRAPHY N/A DAI!: --- DATE: __ _ PACIFIC OCEAN CITY OF ENCINITAS VICINITY MAP NO SCALE '----..--, .. SAN MARCOS H WORK TO B£0QNE TH£ MIPRO'EIIENT IKJRK SHAil 8£ P£RFrJRM£D IN ACCfJROANCE WTH THE FDLJ.OIIING DOCIMNTS, CJJRR£NT AT TH£ 1111£ OF CONSTR/JCTION, AS DIRECTfD BY TH£ CITY ENGINlER. ,. CARlSBAI) llflNIC/PAl. CfX)£. 2. CITY OF CARt.S8AD STAMJARDS. .I 1HfS SET OF Pl.ANS. ( RCSa.UTION NO. CITY COIJNC1l. 11£StJW110N NO. 200.J-18" OATfD 7-8-0J Pi.AN/NG COWISSION 11£StJWTION NO. 5J12 DA TED 11-20-02 5 THE STANDARD SP!'C/RCA 110NS FOR PIJ8tJC lltlll' CQNSTR/JCTION (GREEN SOOK) I. THE SAN lJl£GO AIIE'A R£GIONAJ. STANDARD /Jf/AltlNGS AND AS MAY 8£ IIODIR£D BY THC CITY OF CARI.S8AO STANOARDS. NOTE': (l(.W(Tl11ES SHOWN H£RBJN A/IE' FrJR l10NDING Pllf/POS£S ONl. Y. ACTIJAI. QllAN1Tl1£S MIIY 1W?Y. LEGEND DESCRIPTION/ LEGEND QUANTITY TRAFFIC SIGNALS I I I I I I I I I I I I I 0 18) IIOD£l. 170 CONTROi.1IR IN T'IP£ JJ2 CA8fN£T t! TYPE 111-81" S£1MC£ D SOMC£ POfNT c PtJlJ. BOX {S1Z£ ON l'tAN OR IN NOTES) 0 TRAFFIC 5ll',M, SI/ill/ t.KJHr POt£ ):( £I/II/NAIil£ ◄ 12' SICfW. H£AD /1t Y,G) WITH MCKl'I.ATC ◄ ♦ I 12· TRAFFIC SICfW. H£AD ~"IG1> WITH MCKPlATF m P£IJl'S1RIAN IEAD 0 LOOP IJ£TtC110N lfM1 DETECTION ZONf ._ lfM1 DETECTION~ £V.P.E. DETECTOR I-SKlN -------CON/JlfT {S1Z£ CN l'tAN OR IN NOTE'S) 1 "AS BUILTtt BY:------------------= ANDREW P. SCHLAEFLI Ft.C.E. 15964 REGISTRATION EXPIRES: 6-30-05 DATE RE\IIEWED BY: BY:~==,:-:,----------=-=--INSPECTOR DA lE Lft;Al, OESCRIPTION lOT 1 ~ 2 OF CARLSBAD TWACT 01-02 CAlAlei' Hft.lS PHASE II ACCORDING TO MAP NO. 1-15-11 FT£I.D IN THE OFFIC£ OF TH£ COI.INTY R£C(Rf)£() NO 2-12-0J All 8£/NC IN TH£ CITY OF CARI.SBAO, COUNTY OF SAN ll£Gtl STATF OF CAL.lf'ORNIA. l-----f--+--------------t--1'--t-----11 •1=• I, _c_i_TY_o_F_c_A_R_Ls_s_A_o__.lL-5 11 I _ ENGINEERING DEPARlMENT PROJECT LOCATION ASSESSOR'S PARCD. N<Js.: 168-Jf0-01 ~ 168-Jf0-02 CAl.lFORNIA COOfiDINATF INDEX No. .168-1677 Ov1DED BY: O' DAY CONSULTANTS AFFIC SIGNAL DESIGN BY: N SYSTEMS ASSOCIATES, INC. r"PI 540 K£Af?NY VfLl.A ROAD, SUIT£ r 06 :,u N 0IEG0, CA 92123, (858) 560-4911 © TRAFFIC SIGNAL AND SAFETY LIGHTING SYSTEM AT: COLLEGE BOULEVARD AND RIFT ROAD /RICH FIELD DRIVE n 0 I r--- I 0 u f-<( n 0 I LC) ro (J) N ... 0 0 <( (fl ::, m I f- X f- I 0 I w OJ Ol " "" w 2 <( z w _J [;: (5 z ~ <( O:'. 0 C :e ..... C') g_ ~ 0 (J1 (J1 I ~ Ol POLE SCHEDULE STANDARD PLACEMENT SIGNAL MOUNTING LUMINAIRE ND, TYPE HGT, SIG, M, A, LUM, M. A, CD-HPS A/B C VEHICLE 0 1-A 10' 15' 3' ® 17-3-80 30' 15' 15' 25011 15' 3' I-MAS © 1-A 10' 15' 3' ® 26-4-80 30' 45' 15' 25011 16' 3' 2-MAS © 1-A 10' 16' 3' ® 17-3-80 30' 15' 15' 25011 16' 3' I-MAS ® 1-A 10' 16' 3' ® 26-4-80 30' 45' 15' 25011 15' 3' 2-MAS INSTALL 2' ADA PEDESTRIAN PUSH BUTTON PER CITY OF CARLSBAD SPECIFICATION, GENERAL NOTES1 1, The locotlon of all underground utllltles on these plans Is approximate. The contractor shall determine the depth of all utilities, Including those not shown on this pion, and verify all job site conditions. 2, The contractor shall obtain all necessary permits and notify oil utility agencies at least 48 hours In advance of construction. 3. All new pull boxes and covers shall be concrete unless otherwise shown. Pull box covers shall be marked with TRAFFIC SIGNAL . All pull boxes shall be No. 5 unless otherwise specified. Pull box spacing shall be 200 ft. 4. All conduit shall be 3" unless otherwise specified. 5. All traffic signal pole foundations shall hove o 3" conduit Installed to the adjacent No. 5 pull box. The controller foundation shall hove a spare 3" conduit stubbed out to the adjacent No. 6 pull box for future use. 6. All new loop detectors to be Type E • Loop detectors shall be 6' diameter and positioned In the center of lone unless otherwise shown. Loops shall be sealed using hot-melt rubberized asphalt sealant per Caltrans speclflcotlons. See Caltrans Standard Plans ES-5A and ES-5B for detector legends and details. TV-2-TB SV-1-T TV-1-T SV-1-T TV-1-T SV-1-T SV-1-T TV-1-T SV-1-T PEDESTRIAN PUSH BUTTON !!SNS REMARKS SIGNAL TYPE PHASE QUAD SP-1-T ADA 2 E SP-1-T ADA 2 E College Blvc:I SP-1-T ADA 4 s SP-1-T ADA 4 s Rich Field Dr - -Rift Rd. SP-1-T ADA 6 II SP-1-T ADA 6 II College Blvc:I, SP-1-T ADA 8 N SP-1-T ADA 8 N -Rich Field Dr Rift Rd, - COIJ,EGE BLVD. 8' 12' 7. All signal hoods shall be 12" In diameter with bock plates. All red, yellow, green and pedestrian slgnol Indications shall be L.E.D. 8. Pedestrian heads and push button signs shall be lntemotlonol S)fTlbols. Pedestrian signals shall be Type A , LE.D. Pedestrian push buttons shall be 2" ADA. 9. Lumlnalre and 1.1.SN.S. shall have Type IV P.E.C. R73-2 ___ _, t---;;:----t------5 I 8' 12' 10. Anchor bolt nut covers shall be provided for oil standards. 11. Sign panels for the Internally Ulumlnated street name signs shall be fabricated using prismatic lens sheeting (Diamond-grade or equivalent). Sign panels for IISNS shall be s' w Ide. ·· ;,', 12. The contractor shall be responsible for the la)'OUt and lnstollotlon of loop detectors, traffic striping, pavement markings and legends, parking removal and traffic signing shown on these plans. All traffic striping and markings within an 500 foot perimeter of construction project shall be restored to a "like new" condition, In a manner meeting the approval of the City Inspector. 13. The contractor shall obtain approval of the Public Worl<s Director or his representative for the loop detector locations prior to cutting and the locations of the striping, pavement markings and legends, parking removal and signing prior to painting and Installation. 14. The contractor shall be responsible for the removal of all conflicting striping and pavement markings by grinding. 15. The contractor shall not erect ony signal standard more than two weeks prior to the scheduled traffic signal tum-on unless approved by the Public Works Director or his representative. 16. Flashing signal operation shall be red on all phases. Pedestrian signals shall be blank during flashing operotlons. 17. All trofflc signal Improvements shall be Installed In coordination with the signing and striping contractor. 18. Existing STOP and STOP AHEAD signs and pavement legends shall not be removed until traffic signals are operational or until directed by Public Work Director or his representative. 19. The contractor shall be responsible for any monumentotlon and/or benchmarks which ore disturbed or destroyed by construction. Such points shall be referenced ond replaced with appropriate monumentatlon by o licensed land surveyor or registered civil engineer authorized to practice land surve)ing. A corner record or record of survey, os opproprlote, shall be flied by the licensed land surveyor or registered civil engineer as required by the Land Surveyor's Act. 20. Limit lines and crosswalks shall be field located. 21. Testing of control equipment ond cabinet wiring shall be accomplished ot a facility designated by the City of Cor1sbad. The contractor shall deliver and pick-up equipment. 22. The conductor schedule Is furnished as an Installation guide only. It shall be the contractor's responslblllty to provide the correct conductors required for Intended operation. 23. The contractor shall coordinate service details and scheduling with SDG&:E and pay the required fees for service connections. 24. All salvaged equipment shall become the property of the contractor. CONSTRUCTION NOTES1 [!] Install Type 170E Controller In Model 332 aluminum cabinet Including the necessary accessories to provide the phasing and operation shown on this plan. The cabinet shall have a pull-out document troy. The controller unit shall be equipped with one Model 412C Program Module, one Model 404 Modem, one blank Model 27256 EPROM Programming Chip, two Model 752 Duol Priority Discriminator Cords, Type 200SA Local Intersection Control Program and EDI 2010ECL Conflict Monitor Unit. An unlnterruptlble power system (UPS) shall be Installed In the controller cabinet using a swing-away mounting._ The UPS shall provide a minimum of 8 hours red flash operation 9[ lntersec11ons using red lED signal Indications and provide power conditioning to controller lClary SP 1000 series or approvea equon. Batteries for UPS shall be housed In a NEMA-3R ratecl cobinet mounted to the side of ½he model 332 cabinet per Coltrans Speclflcotlom,;-Battery Cabinet door shall be equipped with a besf company core and lock. /I', [II install Type Ill-BF Signal and Lighting Service Enclosure per SDG&:E requirements. Provide 50-1P, 120V SIGNAL metered circuit breaker, 15A-IP, 120V 1.1.S.N.S. metered circuit breaker, 15A-1A and 30A-2P, 240V LIGHTING unmetered circuit breaker, Service cabinet shall be fabricated from anodized aluminum sheet per Caltrons Specifications. [}] Contractor to verify service locotlon with SAN DIEGO GAS &: ELECTRIC CO. [!] lnstoll Single Channel E.V.P.E. Detector Unit (3M Optlcom Model 711 or approved equal). Contractor shall furnish ond Install E.V.P.E. equipment, mounting hardware, cable and all other hardware necessary. See Detail this sheet. [[] Install Mast Arm-Mounted Sign per Caltrans Standard Plan ES-7N, Detan •u•. Sign type as noted ~ Furnish and Install type "A" internally-Illuminated dual foce Mast arm mounted street nome signs os follows: (see detail "B") Locotlon @ and ® College Blvd. Locotlon @ and @ Rich Fleld Dr./Rlft Rd. 1::, 97 10' .... r- f5 J I L 12' f2 82' ~---------- 3"C, 1DLC, 340' TO 1 SIC , 1 SIC X-WALK {\" INSTALL 3"C, WITH 6 PAIR\~#20\INTERCONNECT CABLE TO CONTROLLER CABINET AT COLLEGE BLVD, ANO[RED BLUFF PL./ INLET DRIVE APPROX. 2100 FT. (PULL BOXES 200' APART) 1_/,' SEE DRAWING NO, 407-68 SHEET 2 I DETECTOR ASSIGNMENT I I DET. IPHAsEI SLOT I FIELD TERMINAL I .~Pla!PB!!!-.J.._,2,__~.i-J12.U TB -4 &_ COM_ _ _,,6~__, PPB 4 l12L TB -5 &: COM 6 pps'+~a--+~11¥-3~u~_+-~Ta,!-----~1~&:~coM·-9,,____, -PPB B l13L TB - B & COM -9-- ' CROSSWALK t t ' ' ' ' ' GJ Install video detection system (iterls Vantage Edge or approved equal) to provide vehicle and bicycle detection for all approaches, Including video detection processors and video monitor In the controller cobinel Video detection cameras mounted on lumlnolre mast arms and all wiring and ancillary equlpment.'Video detection software shall be latest version. CROSSWALK LAYOUT '--------------------' @ Remove and salvage existing street light lumlnalre, after signal Is energized. All salvage materials shall become the property of the contractor. Install pull box over foundation and splice service conductors in pull box. !THIS PLAN SHEET ACCURATE FOR ELECTRICAL WORK ONLY! Zl -1 36"X36" 11 R73-2 24"X24" [®] R 3-4 y RICH FIELD DR. (VILLAGE 'W') N I 17' I IISNS I I ' 111 VIDEO I I I I 4 EVPE f8 ++.,+--+l►.S 19' E\IPE f4 4 f4 ERA I/,' #2 I "' I 17' I I N I I 17' L __ RIFT RD. (VILLAGE 'X') PHASE DIAGRAM WORK TO BE DONE: DETAIL "A" The Improvements consist of the following work to be done according to this plan and: 1. The City of Car1sbod Special Provisions. 0 ., .. -. , I 2 3 4 POLE LOCATION '-,-----UNUSED : 1 I- 2. California Dept. of Transportation Standard Specifications {Julyl2002,t>r latest revision thereof). 3 ... Qallfornlo Dept. of Transportation Stondurd Plan~ (Juiy'2002/§r'la,test !~slon thereof), . , , /\ ·4. Federa I HlghwoyAdmlnis1ra1ion(FHWA)Manual On Unlfom Troff.le Control Devicea(MUTCD)2003 1 f..''f,,, Edition OS amended by the MUTCD 20 03 CoUfornio Supplement. .. / 5 6 7 8 1 l ECRf---~ 5, Standard Speclflcotlons for Public Works Construction (2000 Edition or latest revision thereof). 6. Son Diego Area Regional Standard Drawings '{:i003)Editlon or latest revision thereof). (17' HIGH) Z2-j ~ _,,/ -----~ UNUsm FLASHING OPERATION SHALL BE RED IN ALL PHASES. 8 f5 2"C, 1DLC 6P ---- f6 I •41 •2 -4P1 l I 'BP t 2P -8 ---- PHASE SEQUENCE 2"C, 1DLC 416 12' 340' 10 )(-WALK -----, .. 82' u m EXACT LOCATION BY ENGINEER IN THE FIELD DETAIL "B" STREET NAME SIGNS LOCATION, ® & © College Blvd. LOCATION, ® Rich Field Dr, - -Rift Rd. LOCATION, ® -Rich Field Dr. Rift Rd.- _____ _J ~-, Z1-3 9 ,o· L----- - - ------------ - - 3"C WITH PULLROPE 2"C, 2116 (SIGNAL), 2#10 (V1DEO SERVICE), 1 #8 (GROUND) 2"C, 2#8 (LIGHTING). 2#10 (IISNS), 11/8 (GROUND) 2"C, PER SDG&E REQUIREMENTS 3 SP ----- SCALE: 1 "=20' 0 10 20 8' 12· 12' 8' INSTALL 3"C. WITH PULLROPE TO COLLEGE BLVD. AT CANNON RD. FOR FUTURE INTERCONNECT APPROX. 1900 FT, INSTALL LAST PULL BOX AT STA. 117+00 BACK OF SIDEWALK, (PULL BOXES 200' APART) AB-121 ASTRO MINI-BRAC OR EQUAL E. V.P.E. DETECTOR MOUNTING DETAIL NO SCALE ' - NOTE: IF THIS TRAFFIC SIGNAL IS NOT INSTALLED WITHIN ONE (1) YEAR OF CITY APPROVAL, PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 (NINETY) DAYS IN ADVANCE OF BEGIN CONSTRUCTION DATE. NO WORK SHALL BEGIN ON THE TRAFFIC SIGNAL WITHOUT PRIOR WRITTEN APPROVAL BY THE CITY ENGINEER. CONDUCTOR SCHEDULE CONDO CONDUIT RUN & ~ .&. & .&. &. & ~ SIZE (2) (2) THW CONDUIT SIZE 3"C 3"C 3"C 3"C 3"C 3"C 4"C 4"C LOCATION A -/_ 1/--,,-,::_ 1/-~ :,/_ -~ 1/f' LOCATION B /-/-/-1/-/-/-V, 1,,✓, LOCATION C 1/-/-/-1/_ /-1/1 ,/1 1/1 ?I LOCATION D 1/1 1/1 -/_ Y, /-/_ -/ 1/1 I;,/'-' LOCATION E1 1/-V, 11/-Vi 1/-1/-1/-1,,✓, tJ <u LOCATION F> -/_ -/_ -/_ 1/1 /-1/_ -/ 1/1 ... LOCATION G /-1/-V, Vi /-/-/-Yi LOCATION H -/ -1/_ /-1/_ 1,,,,, /-1/_ 1/1 TOTAL V, 2/2 V, 1/4 1....-i 1/1 2/2 B/8 VIDEO CAMERA #1 ----1 --1 VIDEO CAMERA (12 ------1 1 COAX CABLE VIDEO CAMERA (13 1 1 -1 ---1 • VIDEO CAMERA #4 ---1 ---1 TOTAL 1 1 -2 1 -1 4 VIDEO CAMERA #1 ----1 --1 POWER VIDEO CAMERA #2 ------1 1 3/#16 VIDEO CAMERA #3 1 1 -1 ---1 CABLE VIDEO CAMERA #4 ---1 ---1 TOTAL 1 1 -2 1 -1 4 DLC LOOP DLC f2 -----1 1 1 TYPE LOOP DLC tl6 --1 1 ---1 B TOTAL --1 1 -1 1 2 E. V.P.E. 1 1 -2 1 -1 4 (fB LIGHTING 2 2 -2 2 -2 - #10 STREET NAME SIGN 2 2 -2 2 -2 - (fB GROUND 1 1 1 1 1 1 1 1 #4 SERVICE -------- #10 VIDEO SERVICE -------- ""INTERCONNECT CABLE (SIC) -----1 1 1 • •• 3M "OPTICOM" DETECTOR OR EQUAL MAST ARM STAINLESS STEEL BAND PULLROPE ----1 - - BELDEN 8281 (VIDEO DETECTION) OR APPROVED EQUAL 6 PAIR #20 INTERCONNECT CABLE (SIC) 1 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM ENGINEER Of WORK FOR TRAFFIC SIGNAL PLANS FOR THIS PROJECT THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF PRO.ECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER OF WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN. R.C.E. f15964 ENGINEER LICENSE NO. DATE "AS BUILT" BY:----------------ANDREW P. SCHLAEFLI R.C.E. 15964 REGISTRATION EXPIRES: 6-30-05 REVIEWED BY: DATE BY: _______________ _ INSPECTOR DATE "' 0 I "" I N N -I 0 u n 0 I '° I N OJ 0) N .,. 0 0 <( 01 ::, 1----1----+-----------+--+---+--+--I •2=· I, __ c1_r_Y_o_F_c_A_R_Ls_s_A_D_ I •=5 11 I o~I _ ENGINEERING DEPARTMENT OVIDED BY: O'DAY CONSULTANTS TRAFFIC SIGNAL DESIGN BY: BAN SYSTEMS ASSOCIATES, INC. 4540 KEARNY VILLA ROAD, SU/r£ 106 SAN DIEGO, CA 92123, (858) 560-4971 © RE\f90N llf9i a 1roN TRAFFIC SIGNAL AND SAFETY LIGHTING SYSTEM AT: I DIN 1IYl CH<I) 1IYl fO F1EU) 1IYl CMWD w <D 0) N .,. 060301+ I\) 0 -.a:::-, (J1 0 01 I .a:::-, OJ LEGEND : ~ • BEGIN DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A200). E@ • END DETAIL PER CALTRANS STANDARD PLANS (A20 11-IROUGH A20D). @ • 12" SOLID ¥.1-ilTE CROSSWALK {10' INSIDE DIMENSION, 11-IERMOPLASTIC). e@ • BEGIN RED CURB E@ • END RED CURB ~ • REMO\€ AND SALVAGE. a, r--• BIKE LANE LEGEND PER CALTRANS STANDARD PLANS A2-40 (THERMOPLASTIC). 111 > • SIGNAL AHEAD PER CAL TRANS STANDARD PLANS A2-40 (THERMOPLASTIC) • ..JI • TYPE IV (LT) ARROW PER CAL TRANS STANDARD PLANS (A24A) {11-IERMOPLASTIC). , • TYPE IV (RT) ARROW PER CALTRANS STANDARD PLANS {A24A) (11-IERMOPLASTIC). / • TYPE VI {RT) ARROW PER CALTRANS STANDARD PLANS {A24A) {11-IERMOPLASTIC). ~ = EXISTING PAVEMENT MARKING. rn r -1> = EXISTING BIKE LANE LEGEND SIGNING & STRIPING Pt.ANS: 1. The contractor Ill reapond,le for all llgnlng and etrlpfng. 2. Signing, striping and pa'191T!ent marking■ shall conform to the lateet Caltrans Traffic Manual, Coltrane Standcrd Specification• (.toly 1999 or latest version thereof), theee plans and the Special Provisions. 3. All llgnlng and striping Ill subject to the approval of the Public Worl<a Director or his representative, prior to Installation. 4. Any deviation from then signing and etrlplng plane ■hall be approved by the Engln-of Work and Public Works Director prior to any change In the field. 5. All signing and atrlplng lhaN be reflective per Coltrane Speclflcotlons. Striping lholl be repainted two weeks ofter Initial pointing. Signing eholi use encopeulated lene reflective eheetlng (High Intensity or equal). 15. Prior to 1'1nal acceptance of etreet Improvements, all street striping and marking■ within the perimeter of the construction project will be reetored to o like new condition, In o manner meeting the opprowl of the City lnapector. 7. Exact location of etrlplng and stop llmlt llnn lholi be approved by the Public Works Dlrect01' 01' hie repreeentotlve prl01' to lnatoliatlon. II. Contract01' lhall rem0\19 all conflicting painted lln-, marking• and pavement legend• by grinding. Debris lholl be promptly removed by the contractor. 9. All pavement legend■ lhall be the latnt version of the Coltrane metric atencn1. 10. Limlt llnee and cronwolk1 lhall be fleld located. Cronwalke ■hall haw 1 O' lnllide dlrnenllan unles■ otherwllle apeclfled. 11. All cronwalks, llmlt llnee, etop bore, pavement arrows and pavement legend• llhall be thermopla1tlc unlen otherwln apecllled. 12. Fire h )ldrant pa'191T!ent morkere lhall conform to the loteet Coltrane Traffic Manual and Son Diego Regional Standard Drawing M-19. 13. All median noen and florn lhatl be pointed )'lllow. 14. All 1lgn1 llholl be etondord size a, ehown In the Caltran, Traffic Manual unlen otherwllle specified. 1 !5. Sign poata ■hall be equore perforated IIINI tubing with breakaway baee per Son Diego Regional Standard Drawing M-45. 18. When a sign 11 attached to a pole, It shall be mounted using a etandard city mounting bracket with lltrops. 17. Existing signs removed by the contractor ehall be delivered by the contractor to the City of Cortabad Public Work■ Yard at 40!5 Oak Avenue. 18. Stop signs and STOP pavement legends lhall not be remo'led untn traffic slgnate are operational or until directed by the Public Works Director or his representative. 19. All sign■ ahown on th-plane ehall be new signs provided and Installed by the contract01' eKCept those signs apeclllcally ahown 01 existing to relocated or to remain. 2D. Where 117 llgn and T)l)e N-1 object marker are to be lnatalled In a 2-foot wide median nose, the R7 sign eholl be 18" x 24" and the N-1 object marker shall be 12" x 12". 21. Signs ■hall be Installed behind sidewalk when possible. NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON 11-IESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DE\'ICES AND THEIR PLACEMENT SHALL CONFORM TO THE CURRENT STATE OF CALIFORNIA "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS. 3. IN ADDITION TO 11-IE GUIDELINES PROVIDED BY THE Al!IO\€ REFERENCED MANUAL OF TRAFFIC CONTROLS FOR 11-IE SELECTION OF THE MOST APPROPRIATE DEVICES AND 11-IEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T-10 11-IROUGH T-14 OF THE CALIFORNIA STANDARD PLANS DATED JULY 1999 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING 11-IE PATI-1 OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAF'FIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWE\€R, ANY AD.a.JSTMENTS MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED CALIFORNIA MANUAL OF TRAF'FIC CONTROLS AND CITY TRAFFIC ENGINEER'S APPROVAL. !!. CHANNELIZATION TYPE SHALL CONFORM TO CAL TRANS TRAFFIC MANUAL SECTION 6-71, FIGURE 15-49, CONSISTENT WITI-1 FIELD CONDITIONS DURING CONSTRUCTION. PROVIDE SECURE COVER O\€R CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CONTRACTOR SHALL REMO\€ AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. II. CONTRACTOR TO COORDINATE WITH NORTI-1 COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINATION. ~-..ofl: :stoiti PR0"1DED BY: O'DAY CONSULTANTS ~~I', sc;;;: i ~ GNING AND STRIPING PLAN BY: ~ f/,ft,' ~ AN SYSTEMS ASSOCIATES, INC. I ~ ,,..,,., 1-'f"I 4540 J<tARNY VILLA ROAD, SUITE 106 ~ .. ~: if~~~~~•.,,1~~N~Ol~EGO~, ~CA292'2J,,.,,(8;5"8;;-~ -••o-,911 © 'ifl'j OF C ~~ t'J J ,,,,/1., t'JJ@3 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOL£ AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSlRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, 1HAT 1HIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUR1HER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM 1HE SOLE NEGLIGENCE OF' DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: 1HE ENGINEER PREPARING 1HESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAU1HORIZED CHANGES TO OR USES OF' 1HESE PLANS. ALL CHANGES TO 1HE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF 1HESE PLANS. "AS BUILT" "' 0 I r-- ~ I N ~ N ~ I 0 u "' 0 I U1 ~ I N ~ OCl 0, B~_=.,,.,,,,,,...,,,....,,.,,,..,,...,.=.,.....,,..,,,-.,.,,.,,....--..,..,.,,,,, ~ ANDREW P. SCHLAEFLI T.E. 930 DA TE g REGISTRATION EXPIRES: 6-30-02 REVIEWED B~ BY: ::-c::===-----------:::-:-e::~ INSPECTOR DATE 1---1---+--------+---+-----+--+-~ I T I CITY OF CARLSBAD ENGINEERING DEPARTMENT SIGNING AND STRIPING PLAN FOR: COLT.EGE BOULEV .ARD AND <( (/) ::0 RIFT ROAD /RICH FIELD DRIVE ~ z 1------+--+-------------t----t------t----t--I~~;;-;;~ fW-fl I ~ z , NDREW P. SCHLAEFLI .%: j930 DAT£ I-DA=:n:=-+-=1111AL=,,.-1-----------------+-=-DAc:::n:=-+-::,NIIAL=-:-:-+-::DAcc:n:=--l-::1111AL=,.,--1 r!r: ._------------------------------------------------------------------~-----M-..aN--11-¥-&-INM ______ ~ II C~-~5 11::4~ I~ CMWD EXISTING STRIPING --- R 10 (RT) EXISTING STRIPING CONSTRUCTION CONTRACTOR AGREES 'THAT IN ACCORDANCE Wl'IH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 'THE COURSE OF CONSTRUCTION OF 'THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, 'THAT 'THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUR'IHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WllH PERFORMANCE OF WORK ON 'THIS PROJECT, EXCEPTING LIABILITY ARISING FROM 'THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: 'THE ENGINEER PREPARING 'THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAU'IHORIZED CHANGES TO OR USES OF 'THESE PLANS. ALL CHANGES TO 'THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY 'THE PREPARER OF 'THESE PLANS. NOTES: 1. 'THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON 'THESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO THE CURRENT STATE OF CALIFORNIA "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS. 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL OF TRAFFlC CONTROLS FOR THE SELECTION OF 1HE MOST APPROPRIATE DEVICES AND 1HEIR PLACEMENT, 1HE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T-10 1HROUGH T-14 OF 1HE CALIFORNIA STANDARD PLANS DATED JULY 1999 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING 1HE PA1H OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. 1HE LOCA 110NS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENTS MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED CALIFORNIA MANUAL OF TRAFFIC CONTROLS AND CITY TRAFFIC ENGINEER'S APPROVAL. 5. CHANNELIZATION TYPE SHALL CONFORM TO CALTRANS TRAFFIC MANUAL SECTION 6-71, FIGURE 6-49, CONSISTENT WITH FIELD CONDITIONS DURING CONSTRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FlELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 6. CONTRACTOR TO COORDINATE WITH NOR1H COUNTY TRANSIT DISTRICT F'OR ANY TRANSPORTATION CHANGES/COORDINATION. ----------------------------- --- J EXISTING ---------- - -- -------------- -- - 12' 12' 18' GRIND EXISTING CONFLICTING STRIPING EXISTING 24"x24" ® ® ~ ll~E L~NE R 96 R 26D/81 30" STOP R 1 30"X36" RIGHT TURN r--- ONL Y R 41 E R l----...J PLUS DOUBLE STREET NAME SIGN I ' I _j -eri ___ _ N -- - 12' 12' ---------,- -------- - -\---- _I_ - - - - - - - - - EMORG~NCY \IEHIClES ONLY R 17 MOD. I 17' I GRIND EXISTING CONFLICTING STRIPING 17' 17' R 260/81 I ® = SIGNALIZED INTERSECTION I NOTE• ALL EXISTING STRIPING AND SIGNING ARE BASED □N DRA'wING ND, 390-9, SHEET 7-4 CONSTRUCTION NOTE: OJ INSTALL TYPE I PEDESTRIAN BARRICADE WITH TWO R49 SIGNS PER CALTRANS STANDARD PLANS ES-7P (TYPICAL) LEGEND : ~ • BEGIN DETAIL PER CALTRANS STANDARD PLANS (A20 1HROUGH A20D). E@ • ENO DETAIL PER CALTRANS STANDARD PLANS (A20 1HROUGH A20D). @ • 12" SOLID WHITE CROSSWALK (10' INSIDE DIMENSION, 1HERMDPLAS11C). e@ • BEGIN RED CURB E@ • END RED CURB ~ • REMOVE AND SALVAGE. m ,--• BIKE LANE LEGEND PER CAL TRANS STANDARD PLANS A240 (1HERMOPLASTIC). Cll ► • SIGNAL AHEAD PER CALTRANS STANDARD PLANS A240 (1HERMOPLASTIC). _,II • TYPE IV (LT) ARROW PER CALTRANS STANDARD PLANS (A24A) (1HERMOPLAS11C). I I I 100' R 10 (RT) - ------------ ------- -,_ s -------------------- 12' 12' 12' -- --- EXISTING STRIPING ------- --- EXISTING ® 30" --- ------------------------------. ·---------~ ~--,;::._--~----------- STOP R 1 PLUS DOUBLE STREET NAME SIGN TYPE IV (RT) ARROW (TYPICAL) 30"X36" RIGHT TURN ONLY R 41 SCALE: 7"-40' 0 20 40 PROv1DED BY: O' DAY CONSULTANTS GNING AND STRIPING PLAN BY: AN SYSTEMS ASSOCIATES, INC. 4540 KEARNY VILLA ROAD, SUIT£ 106 EXISTING R 26D/81 --- EXISTING STRIPING --------- "AS BUILT" n 0 I l'- 1 N I 8 n 0 I "' [() °' BY:.~=.,.,-::c-:,.,,,.,,..,.,,:,:,,,,--:::-=--.,,.~---=-~ ~ ANDREW P. SCHLAEFLI T.E. 930 DATE o REGISTRATION EXPIRES: 6-30-02 ° REVIEWED BY: BY:---------------INSPECTOR DATE -0: U1 ::, 1----1----+-------+----+--1--I 4 I CITY OF CARLSBAD ENGINEERING DEPARTMENT SIGNING AND STRIPING PLAN FOR: COT.I.EGE BOULEVARD , • TYPE IV (RT) ARROW PER CALTRANS STANDARD PLANS (A24A) (1HERMOPLASTIC). / • TYPE VI (RT) ARROW PER CALTRANS STANDARD PLANS (A24A) (1HERMOPLAS11C). e=P = EXISTING PAVEMENT MARKING. ""' -'4lf{A.• SAN DIEGO, GA 92123, (858} 560-4911 © DAT£ OJ r ..:;. = EXISTING BIKE LANE LEGEND DA'lt: N1IAL IIIYIIIONOf9 d IKJN 11 PRO.EC1'NO. CT 01-05 CMWD EXISTING RICH FIELD DR. · ~ EXISTING STRIPING --- TYPE IV (LT) ARROW (TYPICAL) ---------------- ------ EXISTING R 26D/81 ---12' 12' ---------, ------- 100' ~EXISTING TYPE M-9 BARRICADES PAINT MEOIAN NOSE YELLOW --- 100' ------8' 10' N EXISTING STRIPING W 41 ------------- CONS'IRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONS'IRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPRO~ BY THE PREPARER OF THESE PLANS. NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGHING AND STRIPING SHOWN ON THESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHAUL CONFORM TO THE CURRENT STATE OF CALIFORNIA "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION ANO MAINTENANCE WORK ZONES" AND THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS. 3. IN ADDITION TO THE GUIDELINES PROVIDED BY llHE ABOVE REFERENCED MANUAL OF TRAFFIC CONTROLS FOR llHE SELECTION OF llHE MOST APPROPRIATE DEVICES AND llHEIR PLACEMENT, llHE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T-10 THROUGH T-14 OF THE CALIFORNIA STANDARD PLANS DATED JULY 1999 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE PAllH OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFF1C CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENTS MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED CALIFORNIA MANUAL OF TRAFFIC CONTROLS AND CITY TRAFFIC ENGINEER'S APPROVAL. 5. CHANNEILIZA TION TYPE SHAUL CONFORM TO CAL TRANS TRAF'FIC MANUAL SECTION 6-71, FIGURE 6-49, CONSISTENT WITH FIELD CONDITIONS DURING CONSTRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 8. ANY DEILAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIEILD CONDITIONS. 7. CONTRACTOR SHAUL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE WlllH NORllH COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINATION. --------- ------, __ ---------- EXISTING GRIND ® EXISTING STRIPING $10 Bl~[ LANE R 26J/81 LEGEND : 12· - - _ 12' -• ------------ EXISTING ~ R 7 EXISTING TYPE N-1 YELLOW REFLECTIVE SHEET'NG ----- -------- GRIND EXISTING STRIPING B a@ • BEGIN DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A200). E@ • END DETAIL PER CALTRANS STANDARD PLANS (A2D llHROUGH A200). @ • 12" SOLID Wl-flTE CROSSWALK (10° INSIDE DIMENSION, THERMOPLASTIC). B@ • BEGIN RED CURB E{v • END RED CURB ~ • REMOVE AND SALVAGE. m r--• BIKE LANE LEGEND PER CALTRANS STANDARD PLANS A240 (THERMOPLASTIC). Cll ► • SIGNAL AHEAD PER CAL TRANS STANDARD PLANS A240 (llHERMOPLASTIC). J • TYPE IV (LT) ARROW PER CALTRANS STANDARD PLANS (A24A) (llHERMOPLASTIC). -.__ • TYPE IV (RT) ARROW PER CALTRANS STANDARD PLANS (A24A) (THERMOPLASTIC). / • TYPE VI (RT) ARROW PER CALTRANS STANDARD PLANS (A24A) (THERMOPLASTIC). c=JJ = EXISTING PAVEMENT MARKING. 1JJ r =f> = EXISTING BIKE LANE LEGEND t I I I I 17' t:, 17' I ! - - --- 100' PAINT MEDIAN NOSE YELLOW .9.9 -- R 7 EXISTING TYPE N-1 YELLOW REFLECTIVE SYEETING I - -.a - 12' GRIND EXISTING STRIPING MATCH EXISTING -__J "' -------- ---12' 10' 8 12' <-7....::? - - - R 10 (RT) TYPE IV (LT) ARROW (TYPICAL) 101 EXISTING STRIPING "'---,=------12' ~~ -t> - - - - --- - - - --,-- - - - - - - - - - -_ "::;" - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - --------- EXISTING ® $10 BIKE LANE R 26D/8' EXISTING EXISTII\G LAN!:: ENDS MERG::: LEFT W 75 COIJEGE BLVD EXISTING EXISTII\G DD NOT PASS R 63 375' TO X-WALK ---- 4 "' 4 "' -+-- ------------- :C:XISTING 36"X36" W 41 ---- EXISTING STRIPING TYPE VI (R) ARROW - . ' -· TYPE M-9 BARRICADES 100' W 11 (RT) I ® = SIGNALIZED INTERSECTI □N I N□TE• ALL EXISTING STRIPING AND SIGNING ARE BASED □N DRA 'wING NO. 390-9, SHEET 75 SCALE: 1"=40' 0 20 40 "AS BUILT" BY:----------------= ANDREW P. SCHLAEFLI T.E. 930 REGISTRATION EXPIRES: 6-30-02 DATE REVIEWED BY: BY: ---==,,.-----------,--,.,---INSPECTOR DATE N I 0 0 f-- <( n 0 I Lfl -I N - 0'.) m N ... 0 0 <( (/1 ::J 1------11-----+-------+---+---+-----+----I I s I CITY OF CARLSBAD ENGINEERING DEPARTMENT [T]; dd}µ,/1 . rzl,1/4, SCHLAEFLI -T.£. #930 DAT£ SIGNING AND STRIPING PLAN FOR: COIJ,Et;E BOULEVARD 0 a.. 0'.) m N st w ::. <( z I APPRCMDI IJJ)'fl) .. .... Jr/< er. I Lw ~==::==~'.::=================::====:==:==:==: . ~ ~~ . • ¾¥/4" . ~ 1---1---+----------------+---!---+---1------, z 1--:~-+=,.,-,-f------..... ---ic-•-: s-1 .... -----+-,DA=:n:=-+-=N"IIAL=+-,DA,..,.:n:=-+-=~ I=~ rJ 11 C~-~5 II 47~4~ I i ------------------------------------------------------------------CMWD C ~ (11 C) g_~ (11 0 01 I ~ m