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HomeMy WebLinkAboutDWG 531-6; 66081; MAGNOLIA AVENUE STORM DRAIN IMPROVEMENT - PHASE I; 01-1611/10/2021Hossein Ajideh Digitally signed by Hossein Ajideh Date: 2021.11.10 14:11:40-08'00' S Stewart 8/25/22 PACIFIC OCEAfJ CITY OF ENCIN ITAS VICINITY MAP NOT TO SCALE DECLARATION OF RESPONSIBLE CHARGE CITY OF MARCOS I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECllON 6103 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SP£C!FICATIONS BY TH£ CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESP!J"IS!BIL!llES FOR PROJECT DESIGN. FIRM· O'DA Y CONSULTANTS ADDRESS· 2710 LOKER AVE WEST. SUITE 100 CITY, ST.: CARLSBAD, CA 92010 TELEPHONE. (760) 931-7700 BY: __ ~G=E=OR~G=E~O~'D=A~Y ______ DA n~·---- RC.E N0.:_=32=0~14~--------- REG!STRA 710N EXP/RA 710N DA TE:------ NOTE!! ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL G: \201044 MAGNOUI\ STORM DRAIN\2044AI01-02.DWG NOTE CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXISTING UT/UT/ES IN TH£ FIELD PRIOR TO CONSTRUCTION! REVISED: 10/7/2021 7: 35 FM 2710 Loker Avenue West Suite 100 Corlsbod, Colifomi□ 92010 760-931-7700 Fox: 760-931 -8680 ODoyConsul ton ts. com CONSTRUCTION FOR PLANS MAGNOLIA AVENUE STORM DRAIN I IMPROVEMENTS Civil Engineering Planning Processing Surveying PHASE SHEET INDEX I llll.£ SHEET 2 GENERAL NOTES, SECllONS &-DETAILS J-6 STORM DRAIN IMPROIHIENT PLAN 1-15 TRAfflC CONTROL CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL MATT HALL -MAYOR KEITH BLACKBURN -MAYOR PRO TEM PRIYA BHAT-PATEL -COUNCIL MEMBER TERESA ACOSTA -COUNCIL MEMBER PEDER NORBY -COUNCIL MEMBER TOPOGRAPHY PREPARED BY: AEROTECH MAPPING, INC 3285 NORTH FORT APACHE RD LAS lt"GAS, NV 89129 (102) 228-6211 DA TE: JANUARY 13, 2021 RELD SURkr~ PREPARED BY: OVA Y CONSULTANTS, INC 2110 LOKER A VENUE W., SUITE 100 CARLSBAD, CA 92010 OATES: DECEMBER 18. 2020 JANUARY 7, 8. ti &-1 J, 2021 SCOTT CHADWICK CITY MANAGER BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CALIFORNIA COOROINA TE SYSTEM (CCS 83), ZONE 6, EPOCH 1991.35, BEARING BET'EEN FOUND ctft OF CARLSBAD CONTROL POINTS 120 ANO 121, PER RECORD OF SURlt"Y NUMBER 11211. IE N 83"21 'JI• W (3229. 031' GRID RECORD), 3229.049' GRID MEASURED 3229.192' GROUND MEAS/IRED REFERENCE DRA tt?NGS OWG JJ0-1 "FIRE ACCESS ROAD &-PARKING LOT VALLEY JR HIGH SCHOOL• OWG 164-8 'CARLSBAD TRACT 11-4' OWG 164-8A 7MPROITTIENTS FOR SEltf'R LINE &-MAGNOLIA A It"' OWG 388-4 'MAGNOLIA GARDENS' OWG 213-1 'JAMES DRIVE UNDERGROUND EXTENDED STORM ORAIN' OWG 398-5 'MOENING OF MAGNOLIA A VENUE' OWG 509-2 'VALLEY &-MAGNOLIA PUBLIC WATER IMPROlt"MENTS' OWG 134-2 'WATER MAIN IN VALLEY Si OWG 130-9 'KARREN ESTATES' POST-CONSTRI/CTION BMP TABLE STORMWA T£R REOUIREMENTS THAT APPLY: EXEMPT FRO!.I H'rlJROMOOIRCA llON? 0 NOT A DEVELOPMENT PROJECT TYPE DESCRIPTION OWNERSHIP SOURCE CONTROL SC-2 CITY STORM DRAIN ST[NCILING DESIGNED BY: ~B=.R~. __ DATE: FEB 2021 DRAWN BY: J.S. SCALE: AS SHOIW< PROJECT MGR.: G.0. JOB NO.: 201044 ENGINEER OF WORK: DATE:11/03/2021 RCE: 32014 ~ ~S {PER FORM £-34} NO MAINTENANCE AGREEMENT N/A SHEET NO. MAINTENANCE FREOI/ENCY 3-6 ANNUAL INSPECTION OF PAINT REPLACE MARKINGS AS NEEDED BENCHMARK DESCRIPTION: 25' DISK STAMPED ZS 6215' LOCATION: ltf'ST CURB OF VALLEY STREET 85 FT S0/JTH OF MAGNOLIA Al£ RECORD FROM: CITY OF CARLSBAD SURlt"Y CONTROL POINT 120 PER R.O.S. 17271 ELEVATION: 116.554 MSL DATUM: NGl1J 1929 DATE INITIAL ENGll~EER OF WORK LEGEND D£SCR/P TION APPROXIMATE STREET RIGHT-OF-WAY EX/SllNG CURB &: GUTTER EX/SllNG SIDEWALK EX/SllNG CURB RAMP EXISllNG STREET LIGHT/TRAfflC SIGNAL POLE EXISllNG RR£ H'rVRANT EXISllNG WALL (RETAINING OR FREE STANO/NG) EXISllNG PO~R POLE EXISllNG FENCE EXISllNG SIGN EXISllNG STORM DRAIN CURB INLET. EXISllNG CITY SE~R LINE EXISllNG CITY WA TER LINE EXISllNG Olt"RHEAO ELECTRIC LINE EXISllNG SPECTRUM CABLE TV LINE (UNDERGROUND) EXISllNG AT&:T COMM LINE (UNDERGROUND} EXISllNG SOG&E GAS LINE PROPOSED JO' RCP STORM DRAIN PROPOSED 181/24' RCP STORM DRAIN PROPOSED TYPE '8-1' CURB INLET PROPOSED TYPE ~ ' &: '8' SO CLEANOUT PROPOSED STORM DRAIN PIPE TRENCH STD SORSO 0-60 AIO[) PER NOT£S 8£LOW SORSO 0-60 NOD PER NOlf'S BELOW SORSO 0-2 SDRSO D-9 &: 0-10 SORSO 0-60 AIOO PER NOT£S BELOW SDRSO G-2 SYMBOL --------0 OR 0 -0- _Q__ _fl_ r------, --s,---- --w---- -CE--- --C/\B---- --.'\lT---- -G1\S-GAS - ----- -- f'7::::::, ~------ PROPOSED CURB &-GUTTER REPLACEMENT PROPOSED SIDEWALK REPLACEMENT CURB INLET LOCAL DEPRESSION SDRSO G-1-G-11 ------ CITY STD OS-I COMMERCIAL ORllt"WA Y 2' BLOW-OFF 2• A. V.A. 6' RR£ H'rVRANT ASSEMBLY CONCRETE THRUST BLOCK PO THOLE L OCA llON NOTES ON STORM DRAIN TRENCH MOD/FICA T!ON I. BACKRLL ¾ IN. PIPE BEDDING ROCK UP TO SPRING LINE OF PIP£ CITY STD GS-12 W-6 W-1 W-12 W-15 2. ROAD SECllON SHALL CONSIST OF 6' ASPHALT CONCRET£ OVER 6' AGGREGAT£ BAS£ J. UPPER TRENCH ZONE SHALL BE COMPACTED TO 95% COMPACTION. RCE REVIEWED INSPECTOR "AS BUil T" EXP . BY: DA TE DATE I SH1E ET I CITY OF CARLSBAD I S1E5 TS I TRANSPORTATION DEPARTMENT IMPROVEMENT PLANS FOR· MAGNOLIA A 1£ STORM DRAIN (PHASE I} TITLE SHEET AP PROVED: @ HOSSEIN AJIDEH I ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE ! DWN BY: I PROJEC T NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 6608 531-6 z (9 -CJ) w 0 _J <( z -LL 11/10/2021Hossein Ajideh Digitally signed by Hossein Ajideh Date: 2021.11.10 14:13:43-08'00' S Stewart 8/25/22 NOTE!! GENERAL NOTES I. 2. J. 4. 5. 6 1 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGI/./EER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO TITLE SHEET. ACCESS FOR FIRE ANO OTHER EMERGENCY 1/EHICLES ANO ALL RESIDENTS LOCA T[O WITHIN THE WORK AREA SHALL BE MAI/./TAIN[O TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/0/./. ACCESS SHALL BE PROVIDED TO CARLSBAD UNIFIED ANO NORTH COUNTY ACAD[YY UPON REQUEST. THE CONTRACTOR SHALL CO/./FORM TO LABOR COD[ SECTION 6705 BY SUBMITTING A DETAIL PLAN TO TH[ CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISION TO 8£ MADE OF WORKER PROTFCTION FROM TH[ HAZARD OF CAVING GROU!VD DURING THE EXCAVATION or SI/CH TRENCH OR TRENCHES OR DI/RING THE PIPE INSTALLATION THEREIN THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGIN[[R ANO/OR CONCERNED AGENCY PRIOR TO [XCA VA TION IF THE PLAN VARIES FROM THE SHOR/NC SYSTFM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDER, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SifALL BE PREPARED BY A REGISTFREO ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF Tl/[ OSHA [XCA VAT/ON PERMIT MUST B[ SUBMITTFO TO THE INSPECTOR PRIOR TO [XCA VA TION, ALL OFF-SIT[ HAUL ROI/TFS SHALL B[ SUBMITTED BY THE CONTRACTOR TO TH[ CITY ENGINEER FOR APPROVAL TWO FULL WORKI/./G DAYS PRIOR TO BEGINNING OF WORK. TH[ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH[ HAUL ROUT[ OR ADJACENT STREETS AS A /?£SULT OF TH[ GRAD/NC OP[l?A TION TH[ EXISTENCE AND LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF TH[ AVAILABLE RECORDS ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHE/? UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN 0/./ THE PLANS THE CO/./Tf/ACTOR IS REQUIRED TO TAKE OU£ PRECAUT!ONA/?Y MEASURE TO PROTECT THE IJT!LIT![S SHOWN ON TH[ PLANS AND A/./Y OTHER EXISTING FACILITIES OR STRUCTU/?[S NOT SHOWN THE CONTRACTOR SHALL 1/ER!FY THE LOCATION OF ALL EXISTING FACIL!Tl[S (ABOV[GROWVO AND /JNO[RGROUNO) WITHIN THE Pl?OJECT SIT[ S/JFFICIENTL Y AHEAD OF THE CONST/?UCT!ON TO PERMIT THE REVISIONS OF THE CONSTf/UCTION PLANS IF IT IS FOUND TH[ TH[ ACTUAL LOCATIONS Al?[ IN CONFLICT WITH THE PROPOSED WORK. THE CONTRACTOR SHALL NOTIFY AFFECTFO UTILITY COMPANIES (5[£ BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO START/NC CONSTRUCTION NEAR TH£/R FACILITIES ANO SHALL COO/?OINATE WORK WITH A COMPANY REP/?ESENTA TII/E. UNDERGROUND SERVICE ALERT SOC&[ (GAS) SOC&[ (ELEC). SPEC Tf/UM COMMUN/CA TIONS. AT&T CITY OF CARLSBAD (STflE[TS AND STORM 0/?AIN CITY OF CARLSBAD (SEWU!) CMUV (800)422-4/JJ (619)547-2020 (619)654-8686 (160)438-7741 (760)806-9809 (160)434-2980 (160)438-2720 (160)138-3891 PER CEO TECHNICAL INVEST/CA TIDN FO/? PROPOSED STO/?M 0/?A!N IMPROVEMENTS MAGNOLIA A VENUE & VALLEY STfl[ET BY CEOSO!LS, INC DATED 6-19-2021, PERCHED GROUNDWATER WAS ENCOUNTERED AT 15-FDOT DEPTH BELOW GROUND. PERCHED GROUNDWATER MAY BE [NCOUNTFREO DURl!VG CONSTf/UCT!DN. CDNTflACTOR TO USE APP/?OPRIA TE D[WA T[l?ING T[CHNIQU[S AS N[[O[O. WAT ER NOTES /. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TH[ "CITY OF CARLSBAD ENCIN[[RINC STANDARDS" (LATEST EDIT/ON) VOLUMES 2 & J. 2. BEFO/?[ ANY CONNECTION OR SHUT DOWN OF VALVES ()'f EXISTING C.M. W.O. LINES. CDNTRACTO'! MUST SUBMIT A UTILITY REOU[ST FORM ([-28) A MIN/MUii or 2 WE[KS Pl?IOR TO REQUESTED WD/?K B£/NG PERFORMED J. THE CONTRACTOR SHALL NOTIFY THE CITY or CARLSBAD [NCIN[[l?ING INSPECTION DEPARTMENT 48 HOURS PR/0/? TO START/NC WO'!K SD THAT INSPECTION MAY 8[ Pl?OVIDED -TELEPHONE NO. (160)438-3891. 4. NO TREES OR STf/UCTURES SHALL 8[ ALLOWED IN TH[ WATER LINE EASEMENT, ALL EXISTING TREES ANO STRUCTURES SHALL 8£ /?£MOVED PR/Di? TO COMMENCEMENT OF WORK -ANY [XCEPT!ONS SHALL R[QU!l?[ W/?!TTEN PERMISSION FROM THE DISTRICT [NC!N[[R 5. ALL BURIED COPPE/? PIPI/./C AND APP/.RTENANCES SHALL BE PROTECTED BY MEANS OF CA THDOIC PROTECTION 6. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF TH[ Fil?[ LINE LOCATED BETWEEN THE D[TECTO/? CI-/ECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIR[ MARSHAL 7 ALL POTABLE WATER SERVICES SHALL 8[ /" AND ALL METE.RS SHALL BE /" (UNLESS OTHERWISE NOTFO ON PLANS) 8. ALL WATER METER BOXES SHALL BE 17" X JO" X 12' POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR £DUAL (UNLESS OTH£'!WIS[ NOTED ON PLANS}. 9. MINIMUM SPACING BETWEEN POTABLE WATFR SERVICES AND SEWER LATERALS SHALL 8£ 10 F[[T. 10. THE TOP OF WATER METER BOXES SHALL 8£ FLUSH WITH THE FINISHED SURFACE GRAD£ II. CONSTRUCTION OF WA /[R MAINS ANO RECYCLED WAT[/? MAINS SHALL ADHERE TO TH[ "CRITERIA FOR THE SEPARAT/0/./ OF WAltR MAINS AND SANITARY SEWERS" PUBLISHED BY TH[ STATF OF CALIFORNIA '.5 D[PA/?TMENT OF HEAL TH SERVICES. 12. AXIAL DEFLECTION AT TH[ PIPE JOINTS IS NOT ALLOWED. TH[ US[ OF A HIGH-DEFLECTION COUPL!,VG AT A PIP[ JOINT MAY 8£ P[l?M!TTEO BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXC[[O 4 O[Gl?EES TOTAL DEFLECTION PER CO/IPL/NC (2 DEGREES/EACH GASKET). USE CERTA!NTF[D "VINYL-IRON' HO. FOR C900. /J. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC l?!GHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL 8£ RE0/11/?[D. 14. NO CUTTING OF ASBESTOS CEMENT PIP[ (ACP) IS PERMITTFD. CONTRACTOR SHALL REMOVE ACP TO N[Al?EST COUPLING ANO INSTALL ACP X PVC ADAPTORS ANO TH[ NECESSARY PVC SIZE ANO CLASS PIPE TO INSTALL TH[ TE[ AT TH[ STAT/ON 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE ANO SEC//'!£ IN PLACE WITH 2-INC!i WIDE PLASTIC AOH[S/V[ TAP[ AT MAX!.IIUM ID-FOOT INTERVALS WI/?£ TO [NTFR VAL Ve STANDS BY MEANS OF DRILLED HOLE IN PIPE STANO WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTE/?FER[ WITH VAL VE NUT OPERA TIDN RUN TRACER WIRE CO/./TINUO/JSL Y ALONG PIP[ ANO TE/?M/NA TE IN ADJACENT VAL VE BOXES FDR BURIED ASSEMBLIES OR BURIED VALVES WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTC!fCAST, DR APPROVED EOUAL. Pl?OV/0£ 24 INCHES OF COIL[O WIRE AT ACCESS POINTS FDR ATTACHMENTS OF PIP[ LDCATWG EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL 8£ CAPABLE OF BEING LDCA TED USING TH[ TRACER Wll?E. PROTECT WI/?[ INSULATION FROM DAMAGE 0//RINC INSTALLATION AND BACKFILL/NC. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL 8[ REPLACED TRAC[/? WI/?[ SHALL 8£ AWG NO. 8 STflANOED COPPER WI/?£ WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/P[) INS.ULA TIDN SPECIF/CALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WAT£/?. POL YETHYLEN[ INSULA T!DN SHALL CONFORM TO ASTM D 1248. TYPE /, CLASS C. WIRES WITH CUT O'! DAMAGED INSULA T!DN Al?[ NOT ACCEPTABLE AND REPLACEMENT OF TH[ ENT!/?£ WIRE WHICH if AS B[EN DAMAGED WILL 8[ HEQUIRED AT TH[ CONTRACTOR'.<; EXPENSE. ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONL Y AND AR£ NOT TO BE USED FOR HORIZONTAL OR NOTE CONTRACTOR TO VERIFY TH£ EXACT LOCA T/ON OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON! VERTICAL SURVEY CONTROL. ~ G: \201 044 MAGM0UA STORM DRAI N\20441\101-02.DWG REVISED: 10/7/2021 7: 35 PM EROSION CO NTROL & STORMWATER MANAGEMENT NOTES I. IN CASE EMERGENCY WORK IS l?EQU!HED, CONTRACTOR WILL PROVIDE A CONTACT NAME ANO PHONE NUMB£/? BEFORE CONSTRUCTION COWMENC[S 2. EQUIPMENT AND WORKERS FORE EMERGENCY WD/?K SHALL 8£ MADE AVAILABLE AT AL L TIMES OUR/NC THE RAINY SEASON. ALL NECESSA/?Y MA ltRIALS SHALL 8£ STOCKPILED ON SITE AT CONVENIENT LDCA TIONS TO FACILITATE RAPID CONSTR/JCT/0/./ or TE.YPORARY O[V/C[S WH[N l?AIN IS IMMINENT. J. TH[ CONTf/ACTOR SHALL RESTORE ALL [/?OS/ON CONTf/OL DEVICES TO WORKING ORDER TO THE SA TISFACT/ON OF /HE arr [NGIN[[R AFTFR EACH RUN-OFF PRODUCING l?A!NFALL. 4. TH[ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURE AS MAY BE REOUIR[O BY TH[ CITY ENGINEER DU[ TO UNCOMPLETED GRA0/1C OPERATIONS DR UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS£ 5. TH[ CONTRACTOR SHALL 8£ l?ESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TD PREVENT PUBLIC Tfl[SPASS O!V TO AREAS WHERE IMPOUNDED WA T[RS CREA TE A HAZAHODUS CONDITION 6 GRAO[O AREAS AROUND TH[ PROJECT P[RIM[TFR MUST 0/?AIN AWAY FOR TH[ FACE or SLOPE AT TH[ CONCLUSION OF EACH WORKDAY, 1 ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE ENO OF EACH WO/?KINC DAY WH[N THE FIVE (5) DAY l?A!N PROBABILITY FO/?[JCAST EXCEEDS FO/?TY P[l?CENT {40%}. SILT AND OTHER DEBRIS SHALL 8£ REMO'IEO AFTER EACH RAINFALL. ON REQUEST, THE CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY THAT IS ACCEPTABLE TO THE CITY [NC/NEER 8. ALL GRAVEL BA GS SHALL 8£ BU/?LAP TYPE WITH ¾ INCH MINIMUM ACCRECA TE. 9. MATERIAL NEEDED TO INSTALL STANDBY BMPs NEC[SSA/?Y TO CDMPL£1FLY PROTFCT TH£ [XPOS[O PORTIONS OF TH[ SITE FROM EROSION, AND TO PREVENT SEDIMENT DISCHARGES, MUST 8£ ST0/?£0 ON SITE. AREAS THAT HA'IE AL/?[AOY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZA TION 0/? ESTABLISHED VEGETATION STABILIZATION BMPs AS O[SCR/8[0 BELOW AR[ NOT CONSIDERED TO BE 'EXPOSED" FDR TH[ PU/?POSEO OF THIS REQUIREMENT. JO DEPLOYMENT OF PHYSICAL 0/? VEGETA T/ON EROSION CONTf/OL BMPs MUST COMMENCE AS SOON AS GRADING ANO/OR EXCAVATION IS COMPLETED FOR ANY PORTION OF TH[ SITE. THE CONTf/ACTOR MAY NOT CONTINUE TO /?£LY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIAL TO PR['IENT EROSION OF GRADED AREAS THAT HAVE BEEN COMPLETED. 11. THE AREA THAT CAN BE CL[Al?[O 0/? GRADED ANO LEFT EXPOSED AT ON£ TIME IS LIMITFD TO TH[ AMOUNT OF ACR[A&'E THAT TH[ CONTRACTOR CAN AO[QUATEL Y Pl?OTFCT PRIOR TO A P/?£0/CTEO RAINSTORM. 12. ALL BMPs MUST BE MA!,VTAINED. IF A SELECTED BMP FAILS, IT MUST BE REPAIRED ANO IMPROVED, DR /?£PL ACED WITH AN ACCEPTABLE AL TERNA 1F AS SOON AS IT IS SAFE TO 00 SO. TH[ FAILURE OF A BMP SHOWS !HAT TH[ BMP AS INSTALLED, WAS NOT ADEQUATE FOR THE C!l?CUMSTANCES IN WHICH IT WAS USED ANO SHALL 8[ CORRECTED DR MODIFIED AS NECESSARY. REPAIRS 0/? /?[PLACEMENT MUST TH£/?[FOR£ PUT A MOR[ EFFECTIVE BMP IN PLACE. 2710 Loker Avenue West Suite I 00 Carlsbad, Californ ia 92010 760-931-7700 Fax: 760-931-8680 0Da yCon sultonts.com Civil Engineering Planning Processing Surveying DESIGNED BY: ~6=-R~---DATE: FEB 2021 DRAWN BY: J.S. SCALE: AS SHO~ PROJECT MGR.: G.O. JOB NO.: 201044 ENGINEER OF WORK: DA TE: 11/03/2021 RCE: 32014 STREET NOTES I. ALL UNDERGROUND UTILITIES ANO LA TERALS SHALL BE INSTALLED Pl?/OR TO CONSTRUCTION OF CURBS, CROSS CUTTERS, OR SURFACING OF STf/££TS 2 ALL SURVEY MONUMENTS ANO POINTS THAT ARE 0/STUHB[O BY THIS WORK SHALL 8£ /?£ESTABLISHED, PERPETUATED, ANO DOCUMENTED PER THE Pl?OFESS/ONAL LANO SU/?V[YORS ACT ABBREVIATIONS AB ABNO AC ACP APP/?X ASSY AVA BO BP BFP BMP CFS Cl CIP co COMM C&C CONC CP/? OWY EG ELEC EX FG FH FPS FL FS FLxPJ GB GV HGL HP ACG/?EGA TE BAS[ ABANDONED ASPHALT CO/./CRETE ASBESTOS CONCR[TF PIPE APPROX/MA TE ASSEMBLY AIR VACUUM ASSEMBLY BLOW-OFF BOTTOM OF PIP[ BACKFLOW PREVENTER BEST MANAGEMENT PRACTICE CUBIC FEET P[R SECOND CURB INLET CO/?l?UGA TED IRON PIPE CLEANOUT COMMUN/CA T!DN LINE CU/?B ANO GUTTER CONCR£1F COPPER 0/?IVEWAY EXISTING Gl?OUND ELECTfl/CAL EXISTING FINISH GRAD[ FIRE HYDRANT FEET P[R SECOND FLOWLINE FINISH SURFACE FLANGE X PUSH JOINT GRAD[ BREAK GATE VALVE HYDRAULIC GRADE LINE HIGH PRESSURE /[ !RR LF LP MAR MH PH pp RCP RET R/W s sco so SDG&E SORSO SF SMH STD STL SVC SWI< TB TC TC TP Tf/ANS w WY WTR INVERT ELEVA T!ON IRRIGATION LINEAL FEET LOW POINT MANUAL All? l?EL[AS[ MANHOLE POTHOLE POWER POLE R£/NFORC£0 CONCRETE PIP[ RETAINING RIGHT OF WAY SEW[/? S[W[l? CLEANOUT STORM 0/?AIN SAN DIEGO GAS ANO ELECTRIC SAN DIEGO REGIONAL STANDARD DRAWING SQUARE FEET S[W[l? MANHOLE STANDARD STEEL SE/?VICE SIDEWALK THRUST BLOCK TOP OF CURB TOP OF Gl? A TE TOP OF PIPE ELECTRIC TRANSFORMER WA TE/? WATER METER WAT[R R/W R/W 6'' 10' 20.' 20' /5' RECOMM[NOA l/ONS 5' V '--/'MJN. PER ~ FROM CEOSO/LS, INC, VI ~-:_ PER REPORT DATED -------- VARIES l::, -1 6-19-2021 ~ ;:1 // / ' EXISTIN; :RB & GUTTFR 7 WH[l?[ SHOWN ON PLAN 0.4' TO 0.6' EXISTING AC __ __.,,.- PER SUBSURFACE UTILITY , _/ 4.,5'' . ~EXISTING CURB & 2' AC OVERlAY PER CITY ft} CUTTER TO REMAIN OF CARLSBAD GS-25 ---",cC_J~ PROTECT IN PLACE ...____--',ri"",'ENCH PER R[POR T Fl?DM UND[l?Gl?OUNO SOLUTIONS, l!VC., DA T[D 4/27 /202! TYPICAL SECTlON -MAGNOLIA A 1,£ NO T TO SCALE * 4.0 FEET /+10£ FOR 24' RCP SO; J.5 FEET /+10£ FOR /8' RCP SO ** SEE MOD!RCA T/ON NOTES FOR 0-60 ON SHEET I SORSO 0-60" STREET OR / GROUND SURFACE REMOVE EXISTING ACP Jt INSTALL C900 Pn:' REPlACEMENT SECTION AT CROSSING (MA TC!/ SIZE ANO r SLOPE OF EXIST/NG}. SE£ NOTES / / / / / -7 7 ·-;· / 7 / I /1 /////////// I I I I I I TRENCH EDGE ALONG I I PROPOSED STORM --+-1 ----1 I DRAIN I 2' MIN. --.__ I 1-____::. '----1· I I TRENCH EXCA VA l/ON ___...I I LIMIT AlONG ACP ,J_lf:=_1~=;t:=_~t-_--L-------+--,:=---+l -L, -+ ., I I T , --, -------I"' ... I I EXISTING 8" &, 12• ACP __ J ---..__________ /' 1' MIN. COUPLING AT EXIST/NC ACP JOINT PER CMIW AML, TYP ,.,,.-"--.._~ -CLEARANCE 0 ,-__ NEW S,,_,,,_,, NOTES I. REPLACE SECTION OF ACP POTABLE WA lER PIPE l'IHERE NEW STORM DRAIN CROSSES BELOW EXIST/NC ACP. 2 ACP SHALL 8£ REMOVED TO NEAREST JOINT ON DTHER SIDE OF CROSSING. IF JOINT IS IHTHIN 2 FEET OF STORM DRAIN TRENCH, REPLACE TO NEXT JOINT. J. NO cumNC OF EXISTING ACP SHALL 8£ PERMITTED. ACP SHALL 8£ ££CALLY REMOVED ANO DISPOSED OF BY THE CO/./TRACTOR. 4. NEW PVC PIP[ ANO nmNGS SHALL BE 0/S/NFECTED PRIOR TO INSTALLA l/ON PER CMIW SPECIRCAT/ONS. PRESSURE ltSTING NOT REOUIREO FOR NEW PVC PIPE ANO FITTINGS USED TO REPLACE ACP. DETAIL A1 ACP WATER UNDERCROSS/NG (TYPICAL) NOT TO SCALE RCE __ _ REVIEWED BY: INSPECTOR "AS BUILT" EXP. ___ _ DATE DATE l---+----+-----------+---+---1-----l----l I SH2EET I CITY OF CARLSBAD SHEETS TRANSPORTATION DEPAR TMEN T 15 ~=='-'=========='....=:::=::::::! BENCHMARK DESCRIPTION: 2.5' DISK STAMPED ZS 6215' LOCATION: IIFST CURB OF VAlLEY STR££T 85 FT SOUTH OF MAGNOLIA A 1-f: RECORD FROM: CITY OF CARLSBAD SURVEY CONTROi. POINT !20 PER R.O.S. 17271 ELEVATION: 176.554 I.ISL DATUM: NCI'[) 1929 DATE INITIAL ENGINEER OF WORK DATE INI TIAL DATE INITIAL REVI SION DESCRIPTION OTHER APPROVAL CITY APP ROVAL IMPROVEMENT PLANS FOR: MAGNOUA A l.f" STORM DRAIN (PHASE I} GENERAL NO TES APPROVED: I~ HOSSEIN A.I1 [\EH ENGINEERING MANAGER PE 75991 EXP IRES 6/30/22 DATE OWN BY: I PROJEC T NO. I DRAWING NO. CHKD BY: RVWD BY: 6608 531-6 I ! z (9 -Cl) LU 0 _J <( z -LL Note: Water services and Storm drain installed per Addendum 2S Stewart8/25/22160 ~-------------------,-----------------,-------------------i 160 170 170 li! iihl!lt !s n ~ tJ ~ !5l ~ ~ ~~~~ ~~i 5l " ~f:t::~~ ~~ EXIST/NC PAITTIENT ~ ~ r--..~~"' ....I ~~~ ~~~ AT STI/EU f • i~~H ; t ~ "'"' ~e::.:::. r:i~t --H~h$ -"' ~~ HCl 150 160 150 ~ ,j; """""" 150 JO' ,._ "' ~ 285' 1215' 15' l!. ~ ~ .!. ~ 191' /0.()()' ~ ':li 1-/.09' 9.l!S' -·1 > I ci &, I~~ ., !li (!) t'si~ z F ihi::i (/) b ':li"-~ x w i,, I~~ ~~ Q. 1i: ~1~ ~ "'"' ----~~~ ~I~ -----160 150 ~ ...... Cr) t::l r--------~ -----v~~ ----I V5 !-<J !-<J ------I ;.,~ l/14562 TP 1 9• PJ.t' C900 WTII ---------00.()():r ------------------( '/' / ' / "' 140~~ ;i:! CV r?" Al"D ,.,.....,. u•,., -----J _,, ---,-u.958P --------7-~ep\=~~4~~=)~~8"PJ,t' WT// ~ ~ :. PJ.t' WT// TO R[l,IA/N "' :!: nr ~ nm,.,... ~ W. f'}" DIN' • ,a • 9.28X PER POTHOI.£ DATA ~ 140 130 i--------------+----+-------/,'IAl/5'1//IN--fiWl'IJNG----2-'2~--6-1,-~-JO-,:-. RCP--0-t-717.-!%" ___ ____, ___ ;--------, 130 W/ WATERTIGHT JOIN Q,()(r J5. 1 V1oo= 7. /6 FPS PROFILE -MAGNOLIA A~ SCALE: HO'/IZ· I" = 20' ITTIT: 1"=4' L_ ______ __:_ _______ ____L _______________ ~---------------120 40+00 41+00 42+00 S--GAS GAS ~ GAS --GAS --APN· 205-220-47 OWNER· HIGHLAND TOWIIHOMES UM/TEO, LP MAP 7277 t:IQJIJ! ELECTRONIC OA TA f/LES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SUR'IEY CONTROL. G: \201044 MAGNOLIA STORM DRAIN\2044AI03-06.0WG PLAN /ff2K & MAGNOLIA A~ CONTRACTOR TO 'IERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! REVISE0:1\/J/2021 2:52 PM 360 I ~ l I APN: 205-220-JJ CARLSBAD JUNIOR HIGH SCHOOL ------,,,"''ER: CARLSBAD UNIFIED SCHOOL DISTRICT EX 15" WATER £AS[l,l£NT GRANTED TO CMWD REC 5/23/1994 AS F/N /994-0331945 I I AC GR/NO &-OVERLAY PORTION OF EX DRIVEWAY PER GS-27 MATCH EX/Sc PH /3* EX. 8" PVC WTR 8" PVC WTR PER DWG 330-1 (,.._~ DESIGNED BY: ....B..R,___ DATE: FEB 2021 0/ Q DRA"1< BY _J-.S~. ___ SCALE: AS SHOWN PROJECT MGR.: ~ JOB NO.: ~ C O N S U L T A T S 1-------------------, 271 O Loker Avenue West SI.lite 100 Corlst>od, Colifomlo 92010 760-931-7700 FoK: 760-9Jl-6680 OOo)Consultonts.com Civil Engineedng Planning Proce9sing Surveying ENGINEER OF WORK: DATE,11/03/2021 RCE, 32014 II 43+00 C o· 10' 20 SCALE, 1" = 20' BENCHMARK DESCRIPTION, 2.5" DISK STAMPED lS 6215" L0CA TIO Ne llfST ct/RB OF VALLEY STREET 85 FT SOUTH OF UAGNO/.IA A If: RECORD FROM, CITY OF CARI.SBAD SIJRl£"Y CONTT?O/. POINT 120 PER R.0.S. 17271 ELEVATION, /16.55~ 1,/Sl DATUM, NGVIJ 1929 9; ;y •• PIK' .,,,, PER 0/IG JJ0-1 / "' '--POTHOI.£ p TO-flHIEl/0. __ PIP NON CONFLICTING PORTION OF ~ ~ (UJ.90 TP) EXISTING 8" MAIN. PROVIDE D.I ANGLE , ~ FITTINGS TO AVOID SD CONFLICT AND Sl :!: ACHIEVE MIN. CLEARANCE OF ORIGINAL DESIGN. RESTRAINED JOINTS THROUGHOUT. SECTION A-A WATER CROSSING.£. -/2--STATION '., 40' .f.1+23.(H,"" SCALE: HO'/IZ· I• = 5' I.F»T-, .. -5' = /. REPLACE EXISTING 8" PJ,t' WA/DI. SEE SECTION A-A ABOit: 2. REPLACE EXISTING 6" ACP FIRE SERVICE WITH PVC AND ANGLE FITTINGS DETAILED ABOVE. fl\_ /,\ THRUST BLOCK BEARING AREAS I SIZE OF PIPEI BEARING PRESSURE' I THRUST BLOCK BEARING AREA .. ><n •n-5• 750 l8/'1 I 15 SF STORM DRAIN DA TA N0)I DELTA/BEARING I RADIUS I LENGTH I REMARKS I I N 61"5n5 E --224.61 I JO" RCP ~ 1350-0' I I I I 'INSTALL WATf:RTIGHT JOINTS WATER DATA NO DELTA/BEARING RADIUS LENGTH REMARKS '. 2 N 28V/F54 W 37.01 8" PJ,t' 0/114 C9(}() ct./50 WATERLINE' N w ,nn• i,• Pih" 'RfSTT?AINEO JOINTS "" REMO~ EXISTING ACP WA TERUNE AND REPLACE HfTH Pl-t' C9(X) ,,, UAINTAIN J FOOT 1,//N/MUM COITTI POTHOLE TABLE PH. • 8" PJ.t' WATER PH. • 12" CONC WATER PH. , 12 CONC WATER EASTING 6230895]2 6230918.24 62309~73 6230937.81 6230916.()() 6230883.42 'SIJBSIJRFACE UTILITY REPORT DATED ,,f./LY 23, 2021 tffl[fr TP ELEV /Af.24 IAf.90 147.93 141.36 /4HI IAf.56 """ """ /. STIJRAI 0/IAIN TI/ENCH PER S0/150 D-60 ANO CITY OF CARI.SBAD UOOIRCA /IONS TO STANDARD. SEE NOTES ON SHEET I. 2. ROI01£" &-REPLACE ct/RB &-CUTTER ONI Y, AS NECESSARY TD CONSTI/IJCT /l,fPROl£"f,/£NTS. SA/lr:t/T fl BACK OF ct/RB TD NEAREST ,KJ/NT. .1 RfMO',f ANO REPLACE SIDEWALK, C/J/18 &-CUTTER TO NEAREST JOINT. t Fllfl All ACP WATER UNDERCIIOSS/NGS, REFE/1 TO DETAIi ~' ON SHEET 2. 5. R[l,f01£" EXISTING ACP WATER 1,/A/NS/FTRf SERVICE, ASSOC/A TED EQII/P/,/ENT ANO THRUST 8/0Cl(S. "AS BUil T" 140 'PER G£0TcCHNICAI EVALUATION FROM G£0SOILS OATEO 6/19/2021 AT BORING 8-1 0 5 FOOT DEPTH a.AJIT SANO WAS ENCOUNTERED. BASED ON CITY OF CARLSBAD 0/IG W-19 a.A >'E"Y SANO IS D[TERl,f/NEO TO BE 750 18/SF RCE___ EXP_____ DATE REV1EWED BY, "RR[ H'IVRANT THRUST BLOC!(/ 81/RY £11 INSPECTOR DATE .l 3 1---+--+-----------t----t--+--+------------l I SH3EET I CITY OF CARLSBAD I SH1ESETS I TRANSPORTATION DEPARTMENT :=:::::::::'.=:========'....::::~ IMPROffMENT PLANS FOR: MACNOUA A If" STORltl ORA/N (PHASE I} 6115/22 DELETE 12" MAIN REPLACEMENT AND PROTECT IN ?LACE PIP . PIP EXISTI\IG GATE VALV!:S. INSTALLS" AND 8" PVC LATERALS PER DETAIL APPROVED· OIO'll1~~t,yHoae1n HOSSEIN AJIDEH · Hossein Ajideh ~~202,.!1.,o 1111012021 I ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE 12/6/21 DELETE 2" AIR VACUUM VALVE ASSEMBLY AND APPURTENANC DATE ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY, I PROJECT NO. DRAWING NO. ~~~ ~~. 6608 531-6 z CJ Cl) w 0 _J <( z LL S Stewart8/25/22110~------------------.----------------;----------------i------~, 170 160 _____ lHCL -----------'JBQ?CD -N JO" RC1' ti O.JOX II'/ WATfHTICHT DI/TS ,.,.. V1i,r 7.l6FPS PROALE -MAGNOLIA A SCA/.£· Ha/lZ· !' = 20' VENT' 1• = I' 1,,1£.roCD s.~1, -• N 21• RC1' ti -W/ WATfRTICHT DI/TS ,,,,. V,,,,-11.32 FPS ----~ -1-IC 160 .... le) ~ I-... V) ttl I 05 ~kl -~ ::,i; ;i:! " ~ ~ ~ 150 140 L------------------------------'----------------------~130 43+00 44+00 tif2Jli;.. /. ST<YIJI 0//AIN TIIENOI P£H SOflSti 0-60 ANO CITY IT CNll.S8AO JICDFICAT/a,/S TO STIWOAIID. S££ NOTES av SH££T I. 2. ll[JIOVE ,J: H£PtACE C//118 ,J: CI/Tlfll (WI.Y, AS NECESSA/IY TO CO/STIIIJCT /JIPf/0',CJl[NTS, SAJ+r:t.lT fl BACK IT C//118 TO NEA/lfST JOINT. tiQKJ! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. G: \201044 MACtt(). A STORM A 'l\20,44A10l 1ifM CONTRACTOR TO VERIFY THE EXACT LOCA TlON OF EX/SllNG UllUTlES IN THE FIELD PRIOR TO CONSTRUCTlON! VISlO: tt/l/2021 4 29 rM 45+00 APN: 205-220-99 Ollf/£11: CARLSBAD UNIREO Si· i\11'. OISTl1/CT MAGNOLIA Avf" SCA/.£· ,· = 20' 0/ Qi DRA"N 8Y: J.S. SCALE: AS SHO'Ml f.>.~ OE:SIGNEO BY: --8.8.._ 0ATE: [EB 2021 --~C-O~N~S....,.,-U L T A T S PRO..CCT MGR.: ..],Q._ J08 NO.: ~ 2710 Lo4c• AytnfJt Wqt Suite 100 Cor1sbod, Coutomlo 92010 760-931-noo fox: 780-931-8680 OOo)(onaullonts.com CMI Cng,nccrSlg PloMil\g Ptocessln,g s,,,m,.•~n,g ENGINEER OF WORK: GEOOGE O'DAY DATE:11/03/2021 RC£: 32014 46+00 46+50 PAI 21371 BENCHMARK DESCRIPTION: 2.5' 0/51( STAAIPED 1S 6215' LOCATIOH: HEST a/118 IT VAUCY STREET 85 FT SOI/TH IT AIACNOt/A A If: RECORO FROM: CITY IT CA/11.SBAO S/JH',fY CQ/TROI. POINT 120 P£H Ii.OS. 17271 ELEVATION: 176.551 JISI. DA TUM: NCW 1929 o· I "18.00 I STORM DRAIN/ DA TA NO)I DELTA/BEARING I RADIUS LENGTHY REMARKS / I N 61'52'45" [ 1---··1 JO RC1' N IJS0-0' 2 I N 61'52'45" [ I--,261;(J(J.'I 21 RC1' N 1350-0' 'INSTAU WA TfHT!alT JOINTS 24-BOO POTHOLE TABLE SNO EXIST. UTILITY NORTHING EASTING TP ELEV ffl A AT,J:T 200J017.// 6231/17.18 152.JS 10' 40' ffl llEC 200J017.19 6231118.08 150.65 ffl ,. ~s 200JOJ9.0J 6231159.82 151.80 20 ffl A CPfl IY1H Sit' 2003056.73 6231192.86 151.69 SCALE: 1. = 20' ffl CPfl IY1H Sit' 200J057.86 623119/.80 151.91 "AS BUILT" RCE___ EXP,____ DATE REVIEWED BY: INSPECTOR DATIE 1---+---+-------------+---+---+---+--1 I SH4EET I CITY OF CARLSBAD I SH1E5ETS I TRANSPORTATION DEPARTMENT !==~========:::::'....::== 1----1--+---------------+---!--+---!---; IMPHO',fl.lENT PLANS FOR: OAT£ TIAL DATE INITIAL OA TE INI TlAL ENGIUEER Of WORK REVISION DESCRIPTION OTHER APPROVAL QTY APPROVAL AIACNOUA A 1-f" STORA/ DRAIN (PHASE I) APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE DVn-1 BY: I CHKD BY:_ RWIO BY: __ PROJECT NO. 6608 I DRAWING NO. 531-6 z CJ en w 0 ....J <( z LL Note: Water pipe and storm drain installed per plan S Stewart8/25/22190 ----------------------------------------,------------------, 190 180 180 180 ~----------~-----------, 180 180 --180 170 25. • N2~ ~ Wj,.IDIIICHT~ .KKNTS O,ar .J5.21 CFS Viar 11.J2 FPS CD ----CD -Q) 1:H.59' N ,a-RCP O J.JIX W/ WAIDIIICHT J(INTS O,ar 16.19 CFS Viar 12.0I FPS 119.()()' N 21· RCP O 2.48% W/ WAIDIIIGHT ~~IDIIIGIIT.KKNTS .KXIITS 170 ~ :.i "' :!! 160 O,ar 22.95 CFS ~:; :;,z ~ L_ __________ v,.,.._-_1.3_1 FP._s _______ L__--'P,~~~a~lfi~7L~£=-:!,M,~~~Gi~'N,~O.~r1,~~=A~ltc=------------------_J 150 SCAIE: HOOZ: ,• • 20' 49+00 50+00 46+50 47+00 48+00 mil-,· = /' 205-220-98 I 1,/AZ()R FAl,//lY TF/1/ST \ ;J) ; a -~ '? ~ .. ~~ o· C) C) -+-~ <c ~ ..... V")~ I ~ ~!-,.J 170 ~bl ;t! ~ ~ 160 10' 20 SCALE: I" = 20' tiQK// ttf2KS;_ ,. STa/JI Of/AIN TRfNCH PfR SORSfJ 0-~ ANO arr OF CARI.S8A./J J/00/f/CA /IONS TO STANOARfJ. SEf NOTF:S OH SHEET /. 2. REJIO~ .t 1/Ef'U,CC C//118 .t CVTTfJI OHLY, AS NECCSS)JIY TO caiSTl/1/CT 1VPf/O',fJ/ENTS. SAIW:I/T O BACK OF CURB TO NEAi/EST J(J/NT. J. REJIO~ ANO Rff'I.ACC S/OcWAlK, CURB .t CVTTfJI TO NEAi/EST .KKNT. 4. Fa/ AU ACP WA /DI 1/NOERCROSS/NCS. R£FER TO OF:TA!l ~' OH SHEET 2. 5. EX 15• HICH WAl.l AT EX. Cl/0/INO OF WA/DI Sll/',ICC AU(M([}fT. P/10TF:CT IN PLACE. ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR .lfQJI CONTRACTOR TO 'tERIFY THE EXACT LOCATION OF DUSTING UTILIT!ES IN THE RELD PRIOR TO CONSTRUCTION! 'tERTICAL SUR'tEY CONTROL. C: \2010◄4 1,U,C~lCUA STORM l'",li'i'A N\2GUA J PLAN -MAGNOLIA A 1-£ SCAIE: 1• • 20' 0 ~~ DESIGNED BY: JlJl,,_ OAT£: FFB 2021 ,/ DRAWN BY: J.S. SCALE: AS SH0\111 PflOJ[CT MGR.: ...Q,Q,_ JOB NO.: 1Q!Q1L_ CONSULTA TS 2710 Loke, Al'l:!flue West Sult• 100 Car19b0d,, Colifcrnio 92010 760-931-noo Fox: 760-931-8680 OOo)'C<ln!RlltCJnts.1::om ctYi1U19lneet~ Planning Proc....,9 Svnoe)i'l9 ENGINEER Of WORK: Gl'ORGE O'DAY DA TE: 11/03/2021 RCE: 32014 BENCHMARK DESCRIPTION: 2.5" 0/SK STAJIP(IJ 1S 6215' LOCA !ION: HCST CURB OF VALLEY Sll?E£T 85 FT SOI/TH OF JIACNaJA A~ RECOOD FROM: arr OF CAIII.S8A./J SI/R~Y ca;ma. PQNT 120 PER R.QS. 17271 [L£VATIO/l: 176.554 JISI. DATUM: NCff! 1929 40' ~ "< ~ ,s ii: ~ ~ ~ ~~ ~~! ~ iz :!:!~ Ill'< Ill"< ~~ ~ ~ d, ~ ~ ~§ ::::~ ~~ ~~ h ~"'"' .::::.~ ~~ I --£X J" GAS (164.JO± TP)--r--if----APl'/IOX LOCAIICW ~ ~~" (D ~~~ J2.57' N r ~ 18"RCPtl5.; -W/ WAIDIIICH -,K1NTS 01.,,-11.70 CFS v,.,,-5.61 FPS aj'~ "l,~l.,J i~~ ~iH ii: ~ ~~ tl~~ 0"< ~~ -~ ~ ij ~ ~ ~ ~~ ~~! EX 12' ACP WIR (164.5/J;t TP} APl'IIOX. LOCAIICW CD 2.57' N 18" RCP 021.#% -W/ WAIDIIICHT ,/(J/NTS 0,0IF 1.94 CFS V1ar 1.IJ FPS PROFILE -STORM DRAIN XING @STA 46+77 SCALE: HOOZ· 1• = 2/J' mil-,·=,. WATER DATA NOi DELTA/BEARING RADIUS LENGTH REMARKS ' N61:J9'40 E --69.18 ,r PVC OR/I C9(/() a,so WAIDIUNE' ,, 2 N 2T4511 W 16.77 6 PVC C900 FIR£ SENvlCP ## #U 'RESTTIAINEO .KXNTS "REJIO~ £XIS/INC A<P WA/fl/UN£ ANO Rff'I.ACE 111TH PVC C9()() "'JIAINTAIN J FOOT JIINIJl/1/,f COml THRUST BLOCK BEARING AREAS STATION SIZE Of PIPE BEARING PRESSURE• THRUST BLOCK BEARING ARE'A 19+21.61 ,, 19 2158 + I I 750l8 750l8 ,,,,. I 15 SF 15 SF 'PfR CEOTECHN/CAl EVAll/AIION Fl/OI,/ C£0S()/I_S OA/£0 5/19/2021 AT BOIi/NC 8-1 0 5 FOOT OEPTH aA/fY SANO WAS ENCOI/NIDIEO. BA!i</J CW arr IJf' CARLSBAD OHC W-19 aA )f'Y SANO IS li£7EIIJIINEO TO 8£ 750 LB/sf' "111/c H't1Jf/ANT THRIIST 81.0CK / 81/RY ill DATE INITIAL DATE INITIAL EN~EER a 'IIORK REVISION DESCRIPTION OTHER APPROVAL DATE 170 160 150 ---.... I/Cl. 170 170 ~ ~~ ~ lil ~ © ~ "' :ii 2.57' N ,a· RCP :::: ~-021.UXW/ "' WAIDIIICHT .KKNTS ~ 01.,,-5.41 CFS v,.,,-J.07 FPS 160 160 '-------' 155 PROFILE -STORM DRAIN XING @ STA 49+38.59 SCAIE: HOOl· I. • 20' m;'T.· ,· ~ ,. STORM DRAIN DATA NO DELTA/BEARING RADIUS LENGTH REMARKS I 2 J I 5 6 7 8 N 61'52'15• E 25.()()' 21 RCP N !JS(}-,[)' N6!'5245•£ --1/9,()()" N 6/'5J'/O'E IJl.59' 18' RCP N 1J5(}--o• N61'5JIO E --59.41 N 28'()7'!5' W --2.67 N 72:J2'2/J W --5./1/J • OJ.21/% N 28'()Tf5• W J2.67 . N28Ti6'50 W --2.57 'INSTAU WA /U/IICHT .KKNTS POTHOLE TABLE EASTING 62J/54075 62JIJ91.56 62J/J9.105 52J15#.67 62JISJl.87 TP ELEV 17J.51 16.5.12 16.5.16 171.81 17050 'SVBSIIIIFACC I/Ill/TY REPa?T OA/£0 .AJt.Y 2J, 2021 "AS BUILT" RCE ___ EXP, ____ DATE REVIEWED BY: INSPECTOR DATE I SHSET I CITY OF CARLSBAD IISHEETSI TRANSPORTATION DEPARTMENT 15 IJIPRO'vf:J.l[N T PLANS FOR: AIAGNOUA A 1£ STORA/ DRAIN (PHASE I} APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE INITIAL CHKD BY:~ PROJECT NO. CITY APPROVAL ID\~ BY: :II RI/WO BY: 6608 11 DRA¼1NG NO.I 531-6 z (.') Cf) w 0 _J <( z u.. 190.7134.48'3.19%182.48182.15185.94192.67 +/-53+00.00S Stewart8/25/2253+00.00~ .i CD ~ 411.00' ~ 18' RCP O J!Jtx W/ WA TERTICHT .KKNTS O,lkF 11.27 CFS V1,.= 12.6J fPS 180 !70 24{,.@ CD 261,(Jp' ~ 18' RCP O M!JX ,,,,.,,. v,,,,-11.IMfPS PROALE -MAGNOLIA A vf" SCA/£: HOOZ: 1• = 20' 210 ,.---------.--------------------, 210 200 EX J"CAS (lfl0.67 TP) (PH /II) 190 EX a• SHfl (1661!t-1£) lll>,94-~ 4 I 180 ~ ill ~ 3~• ,a·RCPo;JJ;J, W/ WA TERTICHT .KKN 0,lkF 11.27 CFS V1,.= 6.J fPS CD ()( 12' ACP Wlll Af'PRO)( lOCA TION (-TP) l9Q,7/ 200 l/fJIOV[ ,t l1£PiACE 7± £F OF EX 0/TCH. CONNE:CT TO BACK OF CVR8 llllET.· /9JJ8 fl 190 180 5.0' Sl[/(lfAil( 1.0· 1,0' ~ C/ITTETi APRON PER OS-I /l(l,/()V£ £JI 0-25 I I REAIOV£ E:X 6" CURB Jt Ct/lT£/I /IOO. TYP( 8-1 CURB 11/lET SECTION 8-8 NOT TO SCAIE MATCH E:X TC W/ PIIOPOS(J) 10• CVRB FACE Ir SORSD 0-2 (193.78 TC) MATCH £JI AC PAV£JIOIT J' X J' CONSTllt/C~,1(///{T /IO 6" 0C 80TH WAIS J" ;,, J" -~~ ~ -· £1 -=i=r J,./1 I 6• 5• J' DETAIL -J'XJ" CURB OPENING NOT TO SCAlE: 50+00 VERT' 1• = I' L---------------------------------------------_:-:----=----_:-: 160 53+00 53+20 51+00 52+00 L_ ________ L_ _________ ___J170 tiQX!! NOTES: I. STOl11,I ORAi/i Tl/ENCi/ PER Sl!RSl/ 0-60 A//0 CITY OF CAlltSBAO /l(X}IFICATl{1{S TO STANOA/10, !H NOTES ON SHEET I. 2. R£AIOV£ ,t 1/EPlACE CURB .t CI.ITTER ONt. Y, AS NE:CCSSARY TO COIISTllt/CT /IIPROITTIENTS SAIICIIT O BACK OF CVRB TO NEAIIEST .KKNT. J R£AIOV£ ANO REPLACE S/OEIYAI.K, CVRB .t CI.ITTEJI TO NE:AREST JOINT. I. FOR Ali ACP WA TEii 1/NOlRCROSSINCS, //£FEIi TO 0£TA/£ :4' ON SHEET 2. ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USEO FOR HORIZONTAL OR JiQK CONTRACTOR TO VERIFY THE EXACT LOCA l!ON OF DUSTING Ul!LITIES IN THE FIELD PRIOR TO CONSTRUCTION! VERllCAL SURVEY CONTROL. R['JlSEO II/J/202' .4 l'I PV 2710 Loker AYenue West Sult• 100 COtf$1><1d. Cdifornio 92010 7tl0-9Jl-7700 F"ox: 760-931-8660 00a)Cl)l'lslJiltonls.tom PLAN MAGNOLIA A vf" =· r-20· c1v1 Et19H'l .. ri~ ENGINEER OF WORK: PIQl'lnhg Proceaiing SuNe)Wlg GEORii: 0'OAY DATE,11/0J/2021 RCE: l2014 PROALE -STORM DRAIN XING @ STA 52+98 NO STORM DRAIN DA TA DELTA/BEARING BENCHMARK OESCRIPTION: 2.5• DISK STAIIPW 2S 62/5' LOCATION: KST CVR8 OF VAlLEY STTIEET 85 FT SOI/TH OF IIACNa/A A If: RECORD FROM: CITY (F CAlltSBAO SURVEY CONT/IOI. P(YNT 120 PERR.as 11211 ELEVATION: 176.551 /ISi. DAl\JM: NGW 1929 SCAlE:: HOOZ: /" = 20' VERT.· 1• = I' RADIUS LENGTH REMARKS I N61'5.J'l0 E --411.00 18 RCP ~ /J50-0' 2 N 61'5.J'lO E 251/02,, IJ.L A#II' • J N28T)6'50 W -04.,~ -~ 'INSTAll WATERTICHT .KKNTS POTHOLE TABLE I SNO I EXIST. UTILITY I NORTHING I EASTING TP ELEV PH~IJ I 12" ACP WATER I 200.Jl62.80 I 62J/!JJl),58 190.71 ) PH'11 I CAS I 200Jl79.II I 62J/!J29.02 190.67 o· 10· 40' "AS BUILT" 20 SCALE: 1" = 20' r Ir RCE ___ EXP,___ DATE REVIEWED BY: INSPECTOR DATE ISH6EETI CITY OF CARLSBAD ~ 1-----+----l~-------------+---+---J--+---, TRANSPORTATION DEPARTMENT ~ 1---1-----+-------------+---t---+--f---, 1-1-====t===j============================t====t===⇒====+===~ IIIPROl£JJENT PLANS FOR: UAGNOUA A If" STORA/ DRAIN (PHASE I) APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/J0/22 DA TE DATE INITIAL ENCINE:£R Of WORK REVISION DESCRIPTION DA TE INITIAL OA TE IN1l1AL OlliER APPROVAL CITY APPROVAL Dl'IN BY: --1 PROJECT NO. I DRAWING NO. ~~~ ~~: == 6608 . 531-6 z (9 (f) w 0 _J ~ z LL 11/10/2021Hossein Ajideh Digitally signed by Hossein Ajideh Date: 2021.11.10 14:20:57-08'00' S Stewart 8/25/22 TYPICAL CLOSING OF HALF ROADWAY TRAFFIC CONTROL NOTES SIGNAGE NOTES I. MAINTAINING TRAFFIC --BOWLINE 1. IIORK HOURS TO BE RESTRICTED TO 8: 30 a.m. TO 3: 30 p.m. UNLESS APPROVED --- ---- -OTHERWISE. 1. AT LEAST ON PERSON SHAU. BE ASSIGNED TO FUll TIME MAINTENANCE or 1. A four-foot wide pedestrian access shall be provided and maintained G20-2 2 PEDESlRIAN CONlRCl.S Yllll BE PROVIDED AS SH0~. lRAFFIC CONlROL DEVICES ON AlL NIGHT LANE Q.OSURE. in accordance with section 7-10.1 of the standard specifications. SIOEWm W4-2(L T) W20-5(L T) W20-1 3. PEDESlRIANS SHAll BE PROTECTED FROM ENTERING THE EXCAVATION BY 2 All WARNING SIGNS FOR NIGHT LANE CLOSURES SHAU. BE lllUMINA TED OR ~ TAPER L (SEE TABLE 1) PARKING/BIKE LANE TAPER L (SEE TABLE 1) ~-~-( PHYSICAL BARRIERS DESIGNED, INSTALL£D, AND MAINTAINED TO THE REFL£CTORIZED AS SPECFlED IN THE SPEC FICA TI()jS. YiL1 ~ 12' MIN. ' ' ' ' SATISFACTION or THE CITY ENGINEER. 3. AlL ADVANCE WARNING SIGN INSTAU.ATIONS SHAU. BE EQUIPPED WITH FLAGS 11. MAINTAINING CONSTRUCTION DETOUR ~ L, L1 L2 1L1 L1 L 3 L3 L 3 ' TEMPORARY "NO PARKING(lgW AWAY" SIGNS STATING THE DATE AND llME or SIRE£1NAiE BUFFER ' 4. FOR DAYTIME Cl.OSURES or All 1,tAJOR AND PRIME ARTERIAl.5. FLASHING CLEAR -I ADVANCE WAR~ING SIG~S (SEE TABLE 3) ~ PROHIBlllON V.,ll BE POS 72 HOURS PRIOR TO COMMENCING IIORK. CAll BEACONS SHALL BE USIED DURING NIGHT LANE Cl.OSURE5. • • • • • • • • • • • • • • CARLSBAD POI.ICE DISIPATCH AT 931-2197 TO VALIDATE POSTING • 1. The contractor shall be responsible for maintaining all safety devices • 12' MIN. C30(CA) -~ i· ., 4. A G20-2 "END ROAD IIORK" SIGN SHALL BE PLACED AT THE END or THE LANE ~ • ... ~ 5 • ACCESS Vt1ll BE MAINTAINED TO AlL DRIOAYS UNLESS OTHER ARRANGEMENTS such as barricades, dellneators, and signs In good condition and • CLEAR Cl.OSURE UNLESS THE END or THE IIORK AREA IS OBVIOUS, OR ENDS V.,THIN • • ARE MADE. properly placed as required by the traffic control plan at his • A LARGER PRCl.ECT LIMITS. -.... , : ·,_._' . . . : . ,, =·~ .,~,,,,·•=:· ~:,~<:-~~;:1;-1~~ . ,.... ·,;,:·. ~ ~ .• ; -::·. '· -:~, ,;.-: .;,r..;_;·-·,.~:,;-;s:,•••._'!,:.; . .-,~.: • • . . . • •• expense. "".· • • • • • • • • -,~~ 6. lRENCHES MUST BE BACKFlllED OR PL.A TED DURING NON-IIORKING HOURS ... ~ :j: gr~ ... UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ()jLY ~EN 5 • ALL CONES USIED FOR NIGHT LANE Cl.OSURES SHAU. BE lllUMINA TED lRAFFIC 2. The name of the agency who owns the traffic control safety ... • CONES OR FITTED WITH 13" REFl.£CTIVE Sl.EE\IES. devices shall be noted on each device. • ~(CA) SPECIFlCAlL Y SH0IIN ON THE APPROVED lRAFFIC CONlROL PLAN. PL.A TES SHAll • ADVANCE WARNING SIGNS (SEE TABLE 3) ,. .. ~-+ ~~ HA VE CLEA TS AND COlD MIX AT THE EDGES AS APPROVED BY CITY INSPECTOR. 6. FLASHING ARROW SIGNS SHAU. BE USIED PER FHWA 1.tUTCD 2012 EDlllON AS ... , ., L, L, · L, , ,\;L1 :j: • ... 7. SlRIPING V.,ll BE REPLACED BY THE CONlRACTOR YIITHIN 24 HOURS, IF REMOVED AIIENOED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT. SILENT TYPE SHALL ' l ' ' T • C30(CA) Wl-3 OR OR DAMAGED. • • BE USIED IN RESIDENllAL AREAS. 111. RESTORING TRAFFIC W20-1 -~ -~ -~ -~ ... ~ ± ,-1//////, Wl-4 AND W3-1 PARKING/BIKE LANE G20-2 ~ 8. IIORK THAT DISTURBS NORMAL lRAFFlC SIGNAL OPERA llONS SHALL BE COORDINATED 7. THE MAXIMUl.t SIPACING BETVfiN C0t£S IN A TAPER OR A TANGENT SHAU. BE r, ~ W20-5(RT) W4-2(RT) W1-3 OR Wl-4 ~! //////// 1-1 -I " V.,TH THE CITY or CARLSBAD. CONTACT JM MILTON AT JM.l.tlLTONOCARLSBADCA.GOV APPROXIMATELY AS SHOWN IN TABLE 1. All traffic lanes must be restored to traffic after the allowed work SIDEWALJ< 72 HOURS PRIOR TO COMMENCING IIORK. R9-11 a AND W3-1 R9-9 R9-9 R-0-W LINE R9-1'a ' -8. ADDlllONAL ADVANCE Fl.AGGERS SHAU. BE REQUIRED 'MiEN lRAFFIC QUEUES hours. Excall'Jtions within the roadway or within six (6) feet of traffic I I 9. TRAFFIC SIGNALS SHALL REMAIN FUll Y AC TUA TED AT AlL TIME$, UNLESS OTHERWISE DE\IELOP. FLAGGER STATI()jS FOR WORK AT NIGHT SHALL BE lllUMINATED AS lanes In whlch work cannot be completed In one working day must be CD TEMPORARY "NO PARKING/TOW AWAY" ZONE NOT TO SCA! f APPR0'<fD BY THE CITY ENGINEER OR HIS REPRESENTATIVE. IF lRAFFlC SIGNAL LOOP AS NOTED IN SECllON 6G.20 or THE MUTCD. secured overnight In one of two alternate methods listed below as DETECTORS ARE RENDERED IN OPERA llVE BY THE PROPOSIED IIORK, VIDEO DETECllON paragraphs A, AND B. CD IF OUTSIDE cANE IS A PARKING LANE THEN EMPORARY '"NO PARKING/TOW AWA'/'' SIGNS ARE TO BE POSTED PER TRAFFIC CONTROL NOTE 4. SHAUL BE USED TO PROVIDE ACTUA llON. 9. PL.ACE C30 (CA) "LANE Cl.OSED" SIGN AT 500'-1000' INTERVALS THROUGHOUT 10. Fl.AGGERS SHAUL BE EQUIPPED V.,TH A ~ITE HARD HAT, AN ORANGE ',£ST, AND EXTENDED WORK AREAS. A. The excall'Jtion must be back filled with compacted soil and a A "STOP /SLOW" PAOOLE ON A 5 FOOT STAFF. 10. AlL REQUIRED SIGNS THAT ARE TO BE L£FT IN PLACE OVER A WEEKEND OR temporary patch of cold mix asphalt placed over It. TYPICAL LANE AND SHOULDER CLOSURE 11. AUL lRAFFIC CONlROL DEVICES MUST BE l.tAINTAINED 24 HOURS A DAY, 7 DAYS HOLIDAY SHAU. BE POST MOUNTED. B. Steel plating er similar material of sufficient thickness to ROWIJNE PER WEEK, BY THE CONlRACTOR. 11. CONSTRUCllON AREA TRAFFIC CONlROL DEVICES SHAU. 1.tEET THE PROVISl()jS withstand vehicular traffic must be placed over the excawtion. CD TEMPORARY "NO PARKING/TOW AWAY" ZONE - -- -The plating must be secured with fasteners and must have a cold SIE.I NAME 12 All lRAFFlC CONlROL SHAU. BE IN ACCORDANCE V.,TH THE FEDERAL HIGHWAY or SECllON 12 or THE MOST RECENT EDlllON OF THE CAl.lRANS STANDARD G20 2 W21 5 W20 1 SIDEWALK CURB ADMINISlRA TION (FHWA) l.tANUAL ON UNIFORM lRAfFJC CONlROL DEVICES (l.tUTCD} SPECIFlCA llONS. mix asphalt ramp around the edge of the plating. LA TEST EDlllON. ~ • • ~\l<JRK AR~~ • . • • I I PARKING/BIKE LANE 13. lRAFFlC CONlROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE or THE C. The contractor Is responsible for restoring the road back to satisfactory -- 12' MIN. I TAPER -\L, L3 3 IIORK IN THE DETAIL, FORMAT, AND QUALITY lllUSlRA TED ON THIS SHEET. condition which will Include, but is not limited to, paving, striping, ~ CLEAR l (SFE TABLE I) ADVANCE WARNING SIGNS (SEE TABLE 3) .. 14. All lRAFFlC CONlROL DEVICES SHAUL BE REMOVED FROM VIEW OR COVERED ~EN markings, signing, and loop detection. NOT IN USE. ~ ~ 15. THE CITY ENGINEER OR HIS REPRESIENTA llVE HAS THE AUTHORITY TO INlllA TE SIREE! MME FJELD CHANGES TO INSURE PUBLIC SAFETY. 16. AlL IIORK AFFECllNG BUS STOPS SHAll BE COORDINATED V.,TH NORTH COUNTY TABLE 1 : TAPER LENGTH, L, ... TAPER L 1 L2 ... lRANSIT DISlRICT. CONlRACTOR SHAUL CAll NCTD AT (760} 967-2828 AT LEAST (SEE TABLE 1) BUFFER 72 HOURS IN ADVANCE or STARTING IIORK. ADVANCE WARNING SIGNS (SEE TABLE 3) MINIMUM MINIMUM MAXIMUM MAXll.tUM .fa( L 1 • • • • • 17. CHANGEABLE MESSAGE SIGNS SHAU. BE USIED IN ADVANCE or lRAFFlC CONTROL ON APPROACH TAPER LENGTH NUMBER or SIPACING or SIPACING OF -,I! .. . ~. • . . . . . . ... L, L.1 L.1 :j: ~/{,9R( (rt/// • ... MAJOR AND PRIME ARTERIALS, UNLESS OTHERWISE APPROVED. THESE SIGNS SHAll SPEED CONES FOR CONES ALONG CONES ALONG ' ' ' • C30(CA) • BE SHO~ ON THE lRAFFlC CONlROL PLAN. (M.P.H.) L (1) TAPER (1) TAPER TANGENT • ··,,: ~-· ✓-·;, . • (FEEl) ± (FEEl) ± I■ I■ ■ . , ~ + ///////// . ~ 18. CONlRACTOR SHAU. NOllFY HORTH COUNTY lRANSIT (967-2828) AT LEAST THREE (3) • , PARKING/BIKE LANE • 25 6 • IIORKING DAYS PRIOR TO ANY CONSlRUCTION OR lRAFFlC AFFECllNG BUS STOPS. 125 25 50 W20-1 W20-5(RTl W4-2 CURB RT SIDEWALJ< G20 2 30 180 7 30 60 R-0-W LINE 35 245 8 35 70 - ---- -- - CD TEMPORARY "NO PARKING/TOW AWAY" ZONE 48"X48" 48"X48" 36"X36" 36"X36" 36"X36" 40 320 9 40 80 NOI TO SCAL.£ 30"X30" 45 540 13 45 90 CD IF OUTSIDE cANE IS A PARKING LANE THEN EMPORARY '"NO PARKING/TOW AWA'(' SIGNS ARE TO BE POSTED PER TRAFFIC CONTROL NOTE 4. ROAD 1' BE \ 50 600 13 50 100 WORK PREPARED SPEED OPEN 55 660 13 55 110 AHEAD TO STOP HUMPS TRENCH AHEAD 60 720 13 60 120 BASED ON 12 FOOT YIIDE LANE. THIS COLUMN IS ALSO APPROPRIATE W20-1 TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL C9A(CA) W3-4 W1-4(L) FOR LANE V.,DTHS LESS THAN 12 FEET. W84 (CA) C27(CA) G20-2 C9A(CA) W20-L 36"X36" W20 . TABLE 2: BUFFER SPACING, L2 TABLE 3: SIGN SPACING, L3 ~ I . ~. ~-I 48" X36" 48"X36" 36"X24" 100' 8UFFER L, 12' MIN. • • • • ROAD 48"X24" ~ SIRf.£1 liAlilt ' ' MINll.tUM DISTANCE IN FEET L3 ~ L3 L3 13 SIDEWALK CLOSED SIDEWALK CLOSED APPROACH LONGITIJDINAL MAX. CLEAR NARROWS AHEAD • AHEAD SIDEWALK I I SPEED APPROACH BE1Vl£EN • BUFFER SPACE SIPEED FROM LAST • ADVANCE WARNING SIGNS (SEE TABLE 3) CLOSED • (M.P.H.) --CROSS HERE CROSS HERE L2(FEE1)± SIGNS SIGN TO TAPER ... ADVANCE WARNING SIGNS (SEE TABLE 3) • • • • • • • • • • • • • • • • • • • • ~ C30(CA) i~~ • R9-11(R) R9-11(L) R9-9 W1 -6(R) 25 155 L£SS THAN 25 100 100 ' L , L , ___ l_j~ • • ... ' -~ • W5-1 30 200 25 TO 40 350 350 -~ -~ -~. • ~ • • • 35 250 GREATER THAN 40 500 500 W20-1 W20-4 C9A(CA) I I G20-2 36"X45" 30"X24" 42"X18" 40 305 30"X24" • EXACT SIPACNG MAY VARY DUE TO FlEl.D CONDITION 36"X12" 24"X30" TEMPORARY KEEP DETOUR DETOUR 45 360 "NO PARKING'"/TOW AWAY" I+ DETOUR I END NO 50 425 PARKING ZONE (TYP) RIGHT • .. ROAD WORK ANY NOT m SCAJ E 1"'E 55 495 R4-7a SC3(CA) M4-9(R, M4-9(L, G20-2 R26A(CA) 60 570 TYPICAL SIDWALK CLOSURE 30" 30"X24" • SEE MUTCD TABL£ 6E-101 FOR SUSTAINED DOWNGRADES 24"X24" Slw'ER 1tlAN 3,i: AND LONGER THAN 1 MILE. [®] 48"X36" 8 SIDEWALK CLOSED DETOUR mi • .:,,. R9-9 Ft v~~ t 'l R9-9 ~ j~ AHEAD • TC NOTE - -- -~~·.m R3-1 R9-11(MOD) M4-9(R1 7. AUL ADVANCE WARNING SIGN INSTAUATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES. R1-1 ~QI IQ ~Cillr FLASHING BEACONS SHALL BE PLACED AT All LOCATIONS INDICATED DURING NIGHT LANE Cl.OSURES. DETAIL 8. All WARNING SINS FOR NIGHT LANE CLOSURES SHAU. BE IULUMINA TED OR REFLECTORIZEO. 24" CONSlRUCllON CONlRACTOR AGREES THAT IN ACCORDANCE WITH GENERAULY ACCEPTED LEGEND 6" CONSlRUCllON PRACllCES, CONSlRUCTION CONTRACTOR Will BE REQUIRED TO ASSUME SOI.£ AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDlllONS DURING THE CDURSE 7" 2" 3" 3" 2" 7" OF CONSlRUCTION OF lHE PROJECT, INCLUDING SAFlETY OF ALL PERSONS AND PROPERTY 11 AS BUILT" -DIRECTION OF TRAVEL THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONllNUOUSLY AND NOT BE ' ~ LIMITED TO NORMAL WORKING HOURS, ANO CONSTRUCTION CONlRACTOR FURTHER AGREES SIGN rG"R TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND AUL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS • TRAFFIC CONE/DELINEATOR I PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOI.£ NEGLIGENCE OF DESIGN RCE DATE PROFESSIONAL EXP, + TYPE Ill BARRICADE UNAUTHORIZED CHANGES & USES REVIE'wED BY1 ~ CAUTION: FLAGGER THE ENGINEER PREPARING THESE PLANS WIUL NOT BE RESPONSIBLE FOR, OR LIABLE INSPECTOR DATE • ct. FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. AUL CHANGES TO THE y FLAG TREE N PLANS MUST BE IN WRlllNG AND MUST BE APPROVED BY THE PREPARER OF THESE I SH7ET 11 CITY OF CARLSBAD 11 S1E5TS I t') PLANS. lRANSPORTAllON DEPARlMENT ~ FLASHING ARROW SIGN BENCHMARK TRAFFIC CONTROL PLAN FOR: 1 O"R * PORTABLE FLASHING BEACON / DESIGNED BY: M.V DATE: JUN 2021 ~HSS/fl,,_ DESCRIPTION: 2.5' DISK STAMPED ZS 6215' • I BASE PROVIDED BY: O'DAY CONSULTANTS DRAWN BY: M.V SCALE: AS SHOWN /;~ ~ . sc,r1 ~~ MAGNOLIA A 1.£ STORM DRAIN (SEE SIGNAGE NOTE #3) 0 TRAFFIC CONTROL PLAN BY: r .. ':~ ... ,,, L0CAll0N: llf'ST CURB OF VALLEY STREET 85 FT ..-PROJECT MGR.: M.V JOB NO.: 000321 ~ ~ A"'..,, -:a: <' -SOUTH OF AIAGNOUA A~ K-RAIL • 1 "R 1j URBAN SYSTEMS ASSOCIATES, INC. ~-.c TR.M ..,..J:: APPROVED: 1-1 HOSSEIN AJIDEH I ' • ':. ~.6($!/~ t') 8451 "1/RALANI DRIVE, SUITE •,4• ENGINEER OF WORK: EXPIRES 6/30/22 DillE I ICMSI CHANGEABLE MESSAGE SIGN K-RAIL I\,,._ SAN 0/E~-=) 500-4911 © I ~Af\\~ RECORD FROM: CITY OF CARLSBAD SUR~Y CONTROi. ENGINEERING MANAGER PE 75991 POINT 120 PER R. QS. 17271 (CONCRETE BARRIER TYPE 50) ~d{,_1~"DATE: !/~/4; _, CA\.\\ ELEVATION: DWN BY: I I DRAWING NO. --176. 554 AISL DATUM: NG',{) 1929 DATE INITIAL PROJECT NO. ' DATE INITIAL DATE INITIAL CHKD BY: ~ ANDREW P. SCHLAEFLI --TE: 090 REVISION DESCRIPTION 6608 ENGINEER OF WORK on,ER APPROVAL CITY APPROVAL RVWD BY: 531-6 Fl . LE. 321 TC 01 _C.dwg Oct 04, 2021 MVohobzodeh 11/10/2021Hossein Ajideh Digitally signed by Hossein Ajideh Date: 2021.11.10 14:21:58-08'00' S Stewart 8/25/22 LEGEND ~ = SIGN • = TRAFAC CONE/DELINEATOR + = TYPE Ill BARRICADE ~ = FLASHING ARROW SIGN • = DIRECTION OF TRAVEL = FLAGGER = PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. = EXISTING SIGN. 36"X18" HIGHLAND DRIVE 48"X48" 48"X48" W20 -1 36"X18" END ROAD WORK G20-2 24"x30" KEEP ...... RIGHT 100' = WORK AREA END ROAD WffiK MAGNOLIA AVEN~ &l C1 2(CA) I \; CONES 25' MA X. SPACIN G (TYPICA L) L R4-7a G20-2 34+00 ---1---- 35+00 I r---L !ea moo 36 00 38+00 • • • 39 +0 • • • 100' 48"X4B" W20-1 NOTES: 100'± W5-1 30"X30" W1-4(L) 36"X18" END ROAD WORK G20-2 1. FLAGGER TO ASSIST WITH PEDESTRIAN TO CROSS MAGNOLIA AVENUE DURING WORKING HOURS. 100· 2. ALL SIDEWALK AND CROSSWALK SHALL BE OPEN TO THE PEDESTRIAN DURING NON WORKING HOURS. NOTES : 1. REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE LOCATIONS OF TRAFAC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION) AND CITY TRAFFIC ENGINEER'S APPROVAL 3. CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFAC CONTROL DEVICES (MUTCD LATEST EDITION) AND CONSISTENT WITH FIELD DURING CONSTRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 4. CONTRACTOR SHALL COORDINATE WITH MIDS/MTS TRANSIT DISTRICT FOR ANY TRANSIT CHANGES/COORDINATION PRIOR TO OBTAINING TRAFAC CONTROL PERMIT. 5. CONTRACTOR SHALL REMOVE OR COVER ALL CONSTRUCTION SIGNS DURING NON- WORKING HOURS. 6. CONTRACTOR SHALL COVER ALL EXISTING CONFLICTING SIGNS ON MAST ARM AND GROUND MOUNTED DURING CONSTRUCTION HOURS. 7. ALL ADVANCE CONSTRUCTION SIGNS AND TRANSITIONS SHALL BE ADJUSTED IN ACCORDANCE WITH WORK AREA PER CITY TRAFFIC ENGINEER'S APPROVAL 8. Ali ADVANCE WARNING SIGN INSTALiA TIONS SHALi BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES. FLASHING BEACONS SHALi BE PLACED AT Ali LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 9. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALi BE ILLUMINATED OR REFLECTORIZED. 10. CONTRACTOR SHALL SUBSTANTIALLY COMPLETE ALL PIPELINE INSTALLATION, PLACE 4" MIN ROLLER COMPACTED TEMPORARY AC, TEMPORARY STRIPING, AND RESTORE ALL SIGNAGE TO THE SATISFACTION OF THE RESIDENT ENGINEER PRIOR TO INITIATING THE NEXT PHASE OF TRAFAC CONTROL ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF FLASHING ARROW SIGN 150' 48"X36" SIDEWM..K CLOSED 1 MOB CROSS HERE R9-11(L) 48"X48" W20-1 36"X36" W3-1 167' MERGE TAPER CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH 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 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 PROFESSION AL 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 \\RITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. BASE PROV1DED BY: O'DAY CONSUL TAN TS TRAFFIC CONTROL PLAN BY: DESIGNED BY: _,t,l,.,y'---DA TE: JUN 2021 DRAWN BY: M.V SCALE: AS SHOWN PRO.ECT MGR.: M. V JOB NO.: 000321 TO LIM IT LI 48"X48" BRADY CIRCLE , ______ -\.JUI I EXISTING W20-1 8 , 36 ""X18" END ROAD WORK 18" xlGl'l'D-2 ® 48"X48" W20-1 24"x30" 18"x18" '?1-1 \ 30" R9-3 30" 24"x30" 24"x30n KEEP ...... RIGHT R4-7a • • • • • 12' MIN. • • 12' MIN._ • 30"X30" C30(CA) • • • • • FLAGGER 155" STOP R1-1 • • • • KEEP ...... RIGH T 12' IN. • • CONES 25' MAX. SPACING (TYPICAL) CURB 0 • • 42100 • • 100· KEEP ...... RIGH T R4-7a 0 CURB BUFFER 36"X36" 36"X18" 48"X35" I SID€WAU< I SIDEWALK CLosrn CLOSED 1 AHEAD R9-9 CROSS HERE R9 -11 (l) C27(CA) BENCHMARK TYPE Il l BARRICADE WITH POR TABLE YELLOW FLASHING BEACON (TYPICAL) NO PARKING ZONE 12"x1 s" ~ PARKING ANY TIME R26(CA) EXI STING OJ e7 R~ 1 48"X36" SIDEWAUC a.OSED AHEAD 1 CROSS HERE i R9-11(R) \ VALLEY STREET DESCRIPTION: 2.5• DISK STAMPED ls 6215' LOCATION: ~ST CURB OF VAllEY STREET 85 FT SOIJTH OF AIAGNOl!A A~ 43+00 EXISTIN G STOP EXIS Tl ,'iG STOP R1-I SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. URBAN SYSTEMS ASSOCIATES, INC. 1-----------------t ITHIS PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONLY! FILE: 321-TC-02_C.dwg Oct 04, 2021 MVahabzadeh 8451 lol/RALAHI ORIVC, SU/TC •;• SAN DfCGC, CA 12,26, (B58) 560-4111 © ENGINEER OF WORK: /' ~/!!.d{,_/'/V/4·DATE: I <~/4; ANDREWP.SCHLAEFLI ' TE: 090 RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL POINT 120 PER R.O.S. 17271 ELEVATION: 176.554 Alst. DATUM: NGVD 1929 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 36"X18" END ROAD WORK G20-2 36"X36" W5-1 44+00 STAGE 1 TRAFFIC ON EXISTING ROAD CONSTRUCT STORM DRAIN BOX ON MAGNOLIA AVENUE 36"X35" 48"X48" W20-1 45+00 46 s:: ► (/) ---i fT1(") fT1::i:: ,r oz ~fT1 ---1--------I ---:;aUJ ---i 100' DA TE INITIAL OTHER APPROVAL :;a ► C)~ ::i::O') ---i+ I 0 0 MAGNOLIA AVENUE DA TE INITIAL CITY APPROVAL 36"X18" END ROAD WORK G20-2 SCALE: I "=40' 0 20 40 11 AS BUILT " RCE __ _ EXP, ___ _ REVIE'v/ED BY, DATE INSPECTOR DATE TRAFRC CONTROL PLAN FOR: MAGNOLIA A l,f' STORM DRAIN APPROVED: l•J HOSSFIN A.llnFH I ---I ENGINEERING MANAGER PE 75991 EXPIRES 6730/22 DA ,c 1 DWN BY: I PROJECT NO. I DRAWING NO. CHKO BY: 6608 531-6 RVWD BY: 11/10/2021Hossein Ajideh Digitally signed by Hossein Ajideh Date: 2021.11.10 14:23:22-08'00' S Stewart 8/25/22 LEGEND ~ ~ SIGN • = TRAFFIC CONE/DEUNEATOR + = TIPE Ill BARRICADE ~ • FLASHING ARROW SIGN HIGHLAND DRIVE • = DIRECTION OF TRAVEL ~ = FLAGGER 100' 48"X48" 36"X18" ..I.Jl..l--l--1ROAD~~KI * = PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. ~ = EXISTING SIGN. W20-1 ~=WORK AREA MAGNOLIA AVENUE 34+00 35+00 ---I---- NOTES: W20-1 36"X18 END ROAD MIR G20- 36"X18" END ROAD \\URK G20-2 1. CONTRACTOR SHALL PROVIDE FLAGGER TO ASSIST WITH PEDESTRIAN ACTIVITY DURING WORKING HOURS. 2. FLAGGER TO ASSIST WITH PEDESTRIAN TO CROSS MAGNOLIA AVENUE DURING WORKING HOURS. 3. ALL SIDEWALK AND CROSSWALK SHALL BE OPEN TO THE PEDESTRIAN DURING NON WORKING HOURS. NOTES: 1. REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATIE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDlllONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATIEST EDlllON) AND CITY TRAFFIC ENGINEER'S APPROVAL 3. CHANNELIZATION TIPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATIEST EDlllON) AND CONSISTENT WITH FIELD DURING CONSTRUCTION. PROVIDE SECURE COVIER OVIER CONFLICTING SIGNS. 4. CONTRACTOR SHALL COORDINATIE WITH MIDB/MTS TRANSIT DISTRICT FOR ANY TRANSIT CHANGES/COORDINATION PRIOR TO OBTAINING TRAFFIC CONTROL PERMIT. 5. CONTRACTOR SHALL REMOVE OR COVER ALL CONSTRUCTION SIGNS DURING NON- WORKING HOURS. 6. CONTRACTOR SHALL COVER ALL EXISTING CONFLICTING SIGNS ON MAST ARM AND GROUND MOUNTED DURING CONSTRUCTION HOURS. 7. ALL ADVANCE CONSTRUCTION SIGNS AND TRANSITIONS SHALL BE ADJUSTIED IN ACCORDANCE WITH WORK AREA PER CITY TRAFFIC ENGINEER'S APPROVAL 8. ALL ADVAN~ WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED Willi FlAGS FOR DAYTIME CLOSURES. FlASHING BEACONS SHALL BE PLA~ AT ALL LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 120 G20-2 36"X12" t DETOUR SC3(CA) 30"X24" DETOUR M4-9 R 36"X36" W20-3 48"X48" 100' 100' TO X-WALK W20-1 L 38 +00 30"X24" 11:T□UR .. M4-9 L 100' 36"X12" t DETOUR SC3(CA) 39+00 36"X36" 36"X12" I+ DETOUR I SC3(CA) 24"X24" W20-2 48"X48" W20-1 36"X36" W20-2 36"X36" W3-1 PROVIDE 20' ACCESS TO HOMEOWNER DRIVEWA 'r'. ~ EXI STl 'IG R3-1 0 _...i...---+!rl .. 36"X18" SIDEWALK CLOSED R9-9 Sl0£W"'-'< CL0S£0 R9-9 HOMEONER~~ DRIV WA RI-I r CURB 48"X36" SIDEWALi( Q...OSED • AHEAD CROSS to£ R9-11(L) FLAGGER EXIS TING STOP R1-1 NO PARKING ZONE .. 12"X18" ~ PARKING ANY TIME R26(CA) 36"X18" END ROAD 111'.lRK 48"X30" ROAD CLOSED R11-2 30"X24" DET□UR .. M4-9 L 48"X48" BRADY CIRCLE W20-1 36"X18" END ROAD MJRK 30" R1-1 ·o 0 - 40+00 I \ I 820-2 24"X24" ,,,..-------1/C\ 36"X12" \_y t DETOUR SC3(CA) R3-2 I) \ / 48"X36" ' t FLAGGER SIDEWALi( CLOSED AHEAD ~11 Y'il-la\ R9-11(MOD) / TEMPORARY LIMIT LINE 155' BUFFER 36"X18" END ROAD MJRK G20-2 48"X36" SWEWAU< ClOSED 1lli:iliil CROSS HERE R9-11(L) 48"X24" ~1 I I W1-6(R), 30"X24' DET□UR • M4-9,R □ PROVIDE 20' ACCESS TO NORTH COUNTY ACADEMY 20' 42+00 CURB ACCESS WILL REMAIN OPE IN COORDINATION WITH CUSD MAINTENANCE AND CONSTRUCTION NORTH COUNTY ACADEMY NO PARKING ZONE 12"X18" NO PARKING ANY TIME R26(CA) NOTES: STAGE 2 TRAFFIC ON EXISTING ROAD CONSTRUCT STORM DRAIN ON MAGNOLIA AVENUE MAGNOLIA AVENUE CURB CONTRACTOR SHALL PROVIDE SAFE ACCESS TO HOMEOWNER DRIVEWAY AND TO NORTH COUNTY ACADEMY AT ALL TIMES. ROAD CLOSED FOR DETOUR ROUTE SEE SHEET --+ R11-2 30"X24" DETOUR " M4-9 R 30"X24" DETOUR • M4-9(R R9-11(R) 36"X12'' I+ DETOUR I ------! SC3(CA) I+-"'--.-24"X24" 0 0 - -□ 0 0 0 - ~ R3-2 36"X36" W20-2 48"X48"' W20-1 36"X36" W20-2 36"X36" 48"X48" 36"X18" ~D OAD \\URK G20-2 MAGNOLIA AVENUE CONSlRUCTION CONTRACTOR AGREES lHAT IN ACCORDANCE WllH GENERALLY ACCEPTED CONSlRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING lHE COURSE OF CONSTRUCTION OF lHE PRo.ECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, lHAT llilS REQUIREMENT SHAU. BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURlliER AGREES TO DEFEND, INDEMNIFY AND HOI.D DESIGN PROFESSIONAL HARMLESS FROM ANY Att> ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WllH PERFORMAN~ OF WORK ON lHIS PRo.ECT, EXCEPTING LIABILITY ARISING FROM lliE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: lliE ENGINEER PREPARING lliESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUlHORIZED CHANGES TO OR USES OF lHESE PLANS. AU. CHANGES TO lHE PLANS MUST BE IN iwll11NG AND MUST BE APPRO'vtll BY lHE PREPARER OF lHESE PLANS. SCALE: 1 "=40' o 20 40 --- 11 AS BUILT" RCE ___ EXP. ___ _ REVIEWED BY , INSPECTOR DATE DATE 9. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED. G20-2 VALLEY STREET ~ 1 CITY OF CARLSBAD I I SH1E5ETS I i----i------1---------------t---t-----l'----1---1 LJL_j. 'TRANSPORTATION DEPAR1MENT . l-----+--+----------------+----+--1-----+-----l 10. CONTRACTOR SHALL SUBSTANTIALLY COMPLETE ALL PIPELINE INSTALLATION, PLACE 4" MIN ROLLER COMPACTED TEMPORARY AC, TEMPORARY STRIPING, AND RESTORE ALL SIGNAGE TO THE SATISFACTION OF THE RESIDENT ENGINEER PRIOR TO INlllATING THE NEXT PHASE OF TRAFFIC CONTROL 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 CONDlllONS. ITHIS PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONLYI FILE: 321-TC-D3_C.dwg Oct 04, 2021 MVahabzadeh BASE PROVIDED BY: O'DAY CONSULTANTS TRAFFlC CONTROL PLAN BY: DESIGNED BY: ..,M...,,Vc___ DATE: JUN 2021 DRAWN BY: M.V SCALE: AS SHOI™ PROJECT MGR.: M.V JOB NO.: 000321 URBAN SYSTEMS ASSOCIATES, INC. 1------------------t IU51 1,//RALANI DRIVE, SUIT£ "A" SAN DIEGO, CA 92126, (65a) 560--4911 1 ENGINEER OF WORK: @ / I 4(/ / ~ , ~-;_q-1_,,_/t,J,,L·oATE: //, /4/ "ANDREW P. SCHLAEFLI ' TE: 090 BENCHMARK DESCRIPTION: 25• DISK STAUPED 2S 62!5' LOCA TlON: llf'ST CURB OF VALLEY STREET 85 FT SOUTH OF UAGNOl/A Al/£ RECORD FROM: C/Tr OF CARLSBAD SURVE'r CONll?Ol POINT !20 PER R.O.S. 17271 ELEVA TlON: 176.554 IISI. DATUM: NGVD 1929 DA TE INITIAL DA TE INITIAL DA TE INITIAL EN~NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL OTY APPROVAL TRAmc CONTROL PLAN FOR: MAGNOLIA A l,f" STORM DRAIN APPROVED: ■ HOSSEIN AJ!DEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 UA1t. DWN BY: ---1 PROJECT NO. CHKD BY: ___ 1 6608 RVWD BY: I DRAWING NO. 531-6 11/10/2021Hossein Ajideh Digitally signed by Hossein Ajideh Date: 2021.11.10 14:25:06-08'00' S Stewart 8/25/22 LEGEND ~ = SIGN • = TRAFFIC CONE/DELINEATOR + = TYPE Ill BARRICADE ~ = FLASHING ARROW SIGN • = DIRECTION OF TRAVEL ~ = FLAGGER * = PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. ~ = EXISTING SIGN. ~=WORK AREA BRADY CIRCLE I 40+00 \ I \ I \ I ' I ; / ( / \ I \ \ \ 41+00 u 42+00 36"X18" END ROAD WORK G20-2 100· W20-1 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 LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND AD.AJSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST W1-4(L) MEET REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION) AND CITY TRAFFIC ENGINEER'S APPROVAL 3. CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION) AND CONSISTENT WITH FIELD DURING CONSTRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 4. CONTRACTOR SHALL COORDINATE WITH MTDB/MTS TRANSIT DISTRICT FOR ANY TRANSIT CHANGES/COORDINATION PRIOR TO OBTAINING TRAFFIC CONTROL PERMIT. 5. CONTRACTOR SHALL REMOVE OR COVER ALL CONSTRUCTION SIGNS DURING NON- WORKING HOURS. 6. CONTRACTOR SHALL COVER ALL EXISTING CONFLICTING SIGNS ON MAST ARM AND GROUND MOUNTED DURING CONSTRUCTION HOURS. 7. ALL ADVANCE CONSTRUCTION SIGNS AND TRANSITIONS SHALL BE ADJUSTED IN ACCORDANCE WITH WORK AREA PER CITY TRAFFIC ENGINEER'S APPROVAL. 8. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DA Yllt.lE CLOSURES. FLASHING BEACONS SHALL BE PLACED AT ALL LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 9. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUt.llNA TED OR REFLECTORIZED. 10. CONTRACTOR SHALL SUBSTANTIALLY COMPLETE ALL PIPELINE INSTAULATION, PLACE 4" MIN ROLLER COMPACTED TEMPORARY AC, TEMPORARY STRIPING, AND RESTORE ALL SIGNAGE TO THE SATISFACTION OF THE RESIDENT ENGINEER PRIOR TO INITIATING THE NEXT PHASE OF TRAFFIC CONTROL ANY DELAY IN OBTAINING PUBLIC AGIENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. !THIS PLAN SHEET IS ACCURAlE FOR STAGE CONSlRUCTION WORK ONLYI FILE: 321-TC-04_C.dwg Oct 04, 2021 MVahabzadeh 43+00 NOTES: 1. FLAGGER TO ASSIST WITH PEDESTRIAN TO CROSS MAGNOLIA AVENUE AND VALLEY STREET DURING WORKING HOURS. 2. ALL SIDEWALK AND CROSSWALK SHALL BE OPEN TO THE PEDESTRIAN DURING NON WORKING HOURS. 24"x30'" 12"x18" ~ PARKING ANY TIME R26(CA) KEEP ~ RIGHT CONES 25' MAX. SPACING (TYPICAL) MAGNOLIA AVENUE R4-7a 12' MIN. • • • w z 0 N '-" z " 44+00 • +00 -1--- • • • 46~0 • 12' MIi':!:_ ---t-- ---1----• • • • • • • • • • • • / • I I I FLASHING ARROW SIGN / CUR8 I l 1 1 1 oo· 100· C9A(CA) W3-4 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE 'MTH 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 t.lADE TO APPLY CONTINUOUSLY AND NOT BE Lit.llTED TO NORt.lAL 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 PRO..ECT, EXCEPTING LIABILITY ARISING FROM THE SOI.£ NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: 167' MERGE TAPER Cl 2(CA) NO PARKING ZONE 12"X18" 1.!!21 PARKING ANY TIME R26(CA) 48"X48" W20-1 36"X36" C9A(CA) 24"x30" KEEP ~ RIGHT R4-7a 36"X36" W3-4 24"x30" ffi a. ~ >- EXISTING • z w KEEP ~ RIGHT R4-7a • • • • 155' BUFFER 36"X36" OPEN TRENCH C27(CA) '-" z STOP ~ R1 • • 1 • FXIST NG // C, Ri -1 12"x1s" w ~ PARKING ANY TIME z 0 N "' z "' °" FLAGGER (TYPICAL) R26(CA) 24"x30" KEEP 36"X18" END RIGHT R4-7a 36"X36" C9A(CA) ROAD WORK i---- G20-2 • l : ) o\ • I. 36"X18" END ROAD WORK G20-2 36"X36" W20-4 4"x30" KEEP FLAGGER (TYPICAL) CONES 25' MAX. SPACING (TYPICAL) FLAGGER (TYPICAL) FXIST NC J ·-j ~ r~---j_ ;8 0 q z ::1 o. "@z \ -. ::,a ---"' • - .1 • • • • • --+ 0 l \ h 0 I ~ R1-1 100· 48"X36" SIDEWALK CLOSED :'t1EOP p CROSS HERE R9-11(R) FLAGGER (TYPICAL) 24"x30" KEEP ~ J__.----jRIGHT R4-7a 36"X36" W3-4 • 36"X36" W20-4 48"X48" VALLEY STREET W20-1 KEEP ~ RIGHT R4-7a STAGE 3 TRAFFIC ON EXISTING ROAD CONSTRUCT STORM DRAIN ON MAGNOLIA AVENUE FLAGGER NOTES: 1. CONTRACTOR SHALL PROVIDE FLAGGER IN THIS STAGE/PHASE. RADIO CONTACT MUST BE PROVIDED IF FLAGGERS DO NOT HAVE EYE CONTACT. 2. ILLUMINATED FLAGGER STATION SHALL BE REQUIRED. 36"X36" W3-4 50+00 36"X36" C9A(CA) 100' 51+00 48"X48" WZ0-1 36"X18" END ROAD WORK G20-2 52+DI -t . SCALE: 1 "=40' a 20 40 11 AS BUILT'' RCE __ _ EXP, ___ _ REVIEl,IED BY, INSPECTOR DATE DATE 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 t.lUST BE IN WRITING AND t.lUST BE APPROVED BY THE PREPARER OF THESE PLANS. 1---+---+--------------+---+--+---+-----il SHfall CITY OF CARLSBAD 1RANSPORTA110N DEPARTMENT 11 SH1E5TS I DESIGNED BY: 1,1,V DATE: JUN 2021 BASE PROVIDED BY: O'DAY CONSUL TAN TS DRAWN BY: ~M=.V~--SCALE: AS SHOWN TRAFFIC CONTROL PLAN BY: PROJECT ijGR.: t.l. V JOB NO.: 000321 URBAN SYSTEMS ASSOCIATES, INC. 1--------------------, IUSr IJIRAl.ANI DRIVE, SUITE '"A'" SAN DIEGO, CA 92126, (BSIJ) 560-4911 © ENGINEER OF WORK: / ~d~1w,i·oATE: 1(/4/4.1 "ANDREW P. SCHLAEFLI ~ TE: 0930 BENCHMARK DESCRIPTION: 25" DISK STAMPED ,s 62!5' LOCA TlON: ~ST CURB OF VALLEY STR££T 85 FT SOUTH OF MAGNOLIA A I,£ RECORD FROM: CITY OF CARLSBAD SURltEY CONTROL POINT 120 PER R.O.S 17271 ELEVATION: !76.554 I.ISi. DATUM: NGVD 1929 DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL TRAmc CONTROL PLAN FOR: MAGNOLIA A 1.£ STORM DRAIN APPROVED: lil HOSSEIN A.llnFH ! -. --I ENGINEERING MANAGER PE 75991 EXPIRES 6 /30 /22 UAlt. I DA TIE INITIAL CITY APPROVAL DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: 6608 531-6 RVWD BY: 11/10/2021Hossein Ajideh Digitally signed by Hossein Ajideh Date: 2021.11.10 14:26:36-08'00' S Stewart 8/25/22 LEGEND ~ = SIGN • = TRAFFIC CONE/DELINEA TOR l = TYPE Ill BARRICADE ~ -FLASHING ARROW SIGN a = DIRECTION OF TRAVEL ~ = FLAGGER * = PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. ~ • EXISTING SIGN. ~ = WORK AREA BRADY CIRCLE 40+00 NOTES: \ I \ I \ I ' I t / ( I \ I \ \ \ 41+00 42+00 □ 36"X18" END ROAD WORK G20-2 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAmc CONTROL DURING THE INSTAULATION, REMOVAL OR MODIFJCATION OF AUL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE. AND ADJUSTMENTS MAY BE REQUIRED TO MEET FJELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION) AND CITY TRAFFIC ENGINEER'S APPROVAL. 3. CHANNELIZATION TYPE SHAUL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION) AND CONSISTENT WITH FJELD DURING CONSTRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 4. CONTRACTOR SHAUL COORDINATE WITH MTDB/MTS TRANSIT DISTRICT FOR ANY TRANSIT CHANGES/COORDINATION PRIOR TO OBTAINING TRAFFIC CONTROL PERMIT. 5. CONTRACTOR SHAUL REMOVE OR COVER AUL CONSTRUCTION SIGNS DURING NON- WORKING HOURS. 6. CONTRACTOR SHAUL COVER AUL EXISTING CONFLICTING SIGNS ON MAST ARM AND GROUND MOUNTED DURING CONSTRUCTION HOURS. 7. AUL ADVANCE CONSTRUCTION SIGNS AND TRANSITIONS SHAUL BE ADJUSTED IN ACCORDANCE WITH WORK AREA PER CITY TRAFFIC ENGINEER'S APPROVAL. 8. ALl. ADVANCE WARNING SIGN INSTAl..l.A TIONS SHALL BE EQUIPPED 'Mnl FLAGS FOR DAYTIME CLOSURES. FLASHING BEACONS SHAl..l. BE PLACED ,6.T ALL LOCATIONS INDICATED DURING NIGHT LANE CLOSUREs. 9. ALl. WARNING SIGNS FOR NIGHT LANE CLOSURES SHAl..l. BE ILLUMINATED OR REFLECTORIZED. 10. CONTRACTOR SHAUL SUBSTANTIAUL Y COMPLETE AUL PIPELINE INSTALLATION, PLACE 4" MIN ROLLER COMPACTED TEMPORARY AC, TEMPORARY STRIPING, AND RESTORE ALL SIGNAGE TO THE SATISFACTION OF THE RESIDENT ENGINEER PRIOR TO INITIATING THE NEXT PHASE OF TRAFFIC CONTROL. 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 FJELD CONDITIONS. ITHIS PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONLYI FILE: 321-TC-05_C.dwg Oct 04, 2021 MVahabzadeh NOTES: 1 . FLAGGER TO ASSIST WITH PEDESTRIAN TO CROSS MAGNOLIA AVENUE AND VALLEY STREET DURING WORKING HOURS. 2. ALL SIDEWALK AND CROSSWALK SHALL BE OPEN TO THE PEDESTRIAN DURING NON WORKING HOURS. 43+00 44+00 ---1---- 45 +00 -I 100· 30"X30" 1 oo· 100· 36"X36" 48"X48" W1-4(L) C9A(CA) W20-1 CONSTRUCTION CONTRACTOR AGREES TiiAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPI..EllE RESPONSIBILITY FOR JOB SITIE CONDITIONS DURING TiiE COURSE 36"X36" W3-4 Of CONSTRUCTION Of TiiE PROJECT, INCLUDING SAFETY Of ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE t.lADE TO APPLY CONTINUOUSLY AND NOT BE LIMITIED 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 TilESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF TilESE PLANS. ALL CHANGES TO TilE PLANS MUST BE IN 'MRITING AND t.lUST BE APPROVED BY THE PREPARER Of THESE PLANS. DESIGNED BY: -'M"",y..___ DA TE: JUN 2021 BASE PR0"1DED BY: O'DAY CONSULTANTS DRAWN BY: M.V SCALE: AS SHO~ TRAFFIC CONTROL PLAN BY: PROJECT MGR.: M. V JOB NO.: 000321 URBAN SYSTEMS ASSOCIATES, INC.1-----------------1 845 t 1,//RALANI DRIY£, SUIT£ "A• SAN DIEGO, CA 92126. (~) '60-4911 ENGINEER OF WORK: © ;' ~#.!t1~:/(µ£·0ATE: /~~&/ ANDREWP.SCHLAEFLI ; TE: 090 • KEEP _.. RIGHT • • • CONES 25' MAX. SPAC ING (TYP ICAL) 16' MIN. 4 +00 • • • • • 15' MIN. • • • • 36"X36" C12(CA) NO PARKING ZONE 12"X18" ~ PARKING ANY TIME R26(CA) • • CURB 48"X48" 36"X36" W20-1 W20-4 36"X36" ) ~ C9A(CA) 36"X36" W3-4 EXI STI NG • KE EP _.. RIGHT R4-7a STOP R1 -1 • • • • • • 155' BUFFER 36"X36" EXISrlNG C27(CA) 12"X18" w z ~ 0 N PARKING '-' ANY z TIME R26(CA) STOP R1 -1 FLAGGER (TYPICAL) 24"x30" KEEP _.. RIGHT R4-7a 36"X36" C9A(CA) 36"X18" END ROAD WORK i------~ G20-2 STAGE 4 7 I -...J(_ _+ 18 TRAFFIC ON EXISTING ROAD CONSTRUCT STORM DRAIN ON MAGNOLIA AVENUE \, t I oo _+ 0 0 -u rt 0 I • 36"X18" END ROAD WORK G20-2 FLAGGER (TYPICAL) EXISTl~G e ~ R1 -1 100· 36"X36" W3-4 FLAGGER NOTES: 1. CONTRACTOR SHALL PROVIDE FLAGGER IN THIS STAGE,/PHASE. RADIO CONTACT MUST BE PROVIDED IF FLAGGERS DO NOT HAVE EYE CONTACT. 2. ILLUMINATED FLAGGER STATION SHALL BE REQUIRED. 36"X36" C9A(CA) 100' 48"X48" W20-1 .. FLAGGER (TYPICAL) KEEP _.. END ROAD WORK 36"X36" C27(CA) RIGHT R4-7a TYPE Ill BARRICADE WITH PORTABLE YELLOW FLASHING BEACON (TYPICAL) H-1---=t::::::,..coNES 25' MAX. SPACING (TYPICAL) G20-2 -n·1--t--LFLAGGER (TYPICAL) 36"X36" W3-4 36"X36" W20-4 48"X48" SCALE: 1 "=40' 0 20 40 11 AS BUILT" RCE __ _ EXP, ___ _ REVIE'wED BY• DATE VALLEY STREET BENCHMARK DESCRIPTION: 2.5' DISK STAMPED !S 6215' LOCATION: llf"ST CURB OF VALLEY STREET 85 FT SOUTH OF MAGNOI.IA A Ii£ RECORD FROM: CITY OF CARLSBAD SURWY CONTROi. POINT 120 PER R.O.S. 17271 ELEVATION: 176.55-1 /,ISL DATUM: NGvfJ 1929 W20-1 INSPECTOR DATE ~ I CITY OF CARI.SBAD I I SH1E5ETS I l----+--+---------------t-------t---t-------t-----1 L!l_J _ lRANSPORTATION DEPARlMENT _ 1----+--+---------------t-------t---t-------t------i DA"TE INITIAL DAIT INITIAL DAIT INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TRAFRC CON17?0l PLAN FOR: MAGNOLIA A vc" STORM DRAIN APPROVED: HOSSE!N .A.J!DEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22. UAI~ OWN BY: ___ PROJECT NO. CHKD BY:___ 6608 RVWD BY: I DRAWING NO. 531-6 11/10/2021Hossein Ajideh Digitally signed by Hossein Ajideh Date: 2021.11.10 14:28:18-08'00' S Stewart 8/25/22 LEGEND -I = SIGN NOTES: 1. CONTRACTOR SHALL PROVIDE FLAGGER TO ASSIST WITH PEDESTRIAN ACTIVITY DURING WORKING HOURS. FOR DETOUR ROUTE SEE SHEET 151 STAGE 5 TRAFFIC ON EXISTING ROAD CONSTRUCT STORM DRAIN ON MAGNOLIA AVENUE • -TRAFFIC CONE/DELINEA TOR + = TYPE Ill BARRICADE ~ = FLASHING ARROW SIGN • = DIRECTION OF TRAVEL ~ = FLAGGER 2. ALL SIDEWALK AND CROSSWALK SHALL BE OPEN TO THE PEDESTRIAN DURING NON WORKING HOURS. 36"X36" 48"X48" W20-1 * = PORTABUE YELLOW FLASHING BEACON FOR NIGHT TIME. BRADY CIRCLE I [ \ / \ I \ I ' I i / ( / \ / \ I \ 91 = EXISTING SIGN . ~=WORK AREA DWY I 42+00 43+00 40+00 41+00 DWY CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH 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 PROJ::CT, INCWDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHAU. 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 SOLIE 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. AU. CHANGES TO THE PLANS MUST BE IN Y!RITING AND MUST BE APPRO\IED BY THE PREPARER Of THESE PLANS. NOTES: 1. THE CONTRACTOR IS RESPONSIBUE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF AUL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUS1MENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUS1MENT MUST MEET REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION} AND CITY TRAFFIC ENGINEER'S APPROVAL 3. CHANNELIZATION TYPE SHAUL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION) AND CONSISTENT WITH FIELD DURING CONSTRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 4. CONTRACTOR SHAUL COORDINATE WITH MTDB/MTS TRANSIT DISTRICT FOR ANY TRANSIT CHANGES/COORDINATION PRIOR TO OBTAINING TRAFFIC CONTROL PERMIT. 5. CONTRACTOR SHAUL REMOVE OR COVER AUL CONSTRUCTION SIGNS DURING NON-WORKING HOURS. 6. CONTRACTOR SHAUL COVER AUL EXISTING CONFLICTING SIGNS ON MAST ARM AND GIROUND MOUNTED DURING CONSTRUCTION HOURS. 7. AUL ADVANCE CONSTRUCTION SIGNS AND TRANSITIONS SHAUL BE ADJUSTED IN ACCORDANCE WITH WORK AREA PER CITY TRAFFIC ENGINEER'S APPROVAL 8. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES. FLASHING BEACONS SHALL BE PLACED AT ALL LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 9. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFUECTORIZED. 10. CONTRACTOR SHAUL SUBSTANTIALLY COMPLETE AUL PIPELINE INSTALLATION, PLACE 4" MIN ROUUER COMPACTED TEMPORARY AC, TEMPORARY STRIPING, AND RESTORE AUL SIGNAGE TO THE SATISFACTION OF THE RESIDENT ENGINEER PRIOR TO INITIATING THE NEXT PHASE OF TRAFFIC CONTROL ANY DELAY IN OOTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. l1HIS PLAN SHEET IS ACCURAlE FOR STAGE CONSTRUCTION WORK ONLYI FILE: 321-TC-06_C.dwg Oct 04, 2021 MVahabzadeh DWY NOTES: PROVIDE ACCESS TO ALL DRIVEWAYS AT ALL TIMES AS SHOWN IN THIS PLANS 48"X36" W20-2 48"X30" ROAD CLOSED R11-2 30"X24" FXISTl~G SIOEWALJ< CLOSED DETOUR STOF-1 L 36"X18" END ROAD llURK G20-2 44+00 ---\---- 100' 48"X48" W20-1 MAGNOLIA AVENUE R3-2 30"X24" DETOUR • M4-9 R 45+00 1 oo· W20-3 46+00 100· DWY 36"X36" W20-2 MAGNOLIA AVENUE 1 OHFOP CROSS HERE R9-11(L) 17+00 I CURB KEEP RIGHT R4-7a .. M4-9 L 155' BUFFER 30"X24" DETOUR .. M4-9 L fX S-IN G / (~:1P I ._) "-" R' • ,- 36"X18" END ROAD WORK G20-2 DWY 120' CONES 25' MAX. SPACING (TYPICAL) NO PARKING ZONE DESIGNED BY: ~M-Y~-DAlE: JUN 2021 12"X18" NO PARKING ANY TIME R26(CA) BASE PROVIDED BY: O'DAY CONSULTANTS DRAVIN BY: M.V SCALE: AS SHO~ TRAFFIC CONTROL PLAN BY: PROJECT MGR.: M. V JOB NO.: 000321 URBAN SYSTEMS ASSOCIATES, INC.>--------------------, 845 t ltlJRALAHf DRIVE, SUIT£ .. A" SAN DIEGO, CA 92126, (858) 560-49'1 ENGINEER OF WORK: @ ~!?!«~ 1W4·□AlE: /<~/?/ ANDREWP.SCHLAEFLI ' lE: 090 BENCHMARK DESCRIPTION: 2.5" DISK STAMPED 2S 6215' LOCATION: ltf"ST CURB CF VAliEY STREET 85 FT SOUTH CF MAGNOUA A 1£ RECORD FROM: CITY CF CARLSBAD SURWY CONTROL POINT 120 PER R.0.S. 11211 ELEVATION: 116.554 A/SL DATUM: NGVD 1929 I I CD + 0 t t ! u t t -- 36"X18" END ------1 ROAD llURK G20-2 R3-2 36"X12" I ♦ DETOUR I SC3(CA) EXISTING STOP R1-1 0 0 ~ R3-2 30"X24" DETOUR 24"X24" 36"X36" ~ RJ-1 36 X12" I ♦ DETOUR I C27(CA) SC3 CA 36"X36" 48"X48" W20 -2 VALLEY STREET W20-1 48"X48" W20-4 100' W20-1 DWY DWY ,. ~ DWY DWY 36"X18" END 48"X36" ROAD YIOOK SDEWALK a..osED NW I G20-2 CROSS HERE R9 -11(R) TYPE Ill BARRICADE WITH PORTABLE YELLOW FLASHING BEACON (TYPICAL) 36"X1B" ' ,.oc,,AI.J( a.osrn <;'} R9-9 NO PARKING ZONE MONROE STREET t t R3-2 30"X24" DET□UR • M4-9 R 12"x1 s" 1!!21 PARKING ANY TIME R26(CA) DWY 36"X36" C27(CA) SCALE: 1 "=40' 0 20 40 "AS BUIL T 11 RCE __ _ EXP,----DATE REYIEl.'ED BY: INSPECTOR DATE i--------t------i---------------t----+-----+------t--------l Lill I cw~TI£~~¥> 11 ~ DA TE INITIAL DA lE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TRAmc CONTROL PLAN FOR: MAGNOLIA A~ STORM DRAIN APPROVED: HOSSEIN A.HnFH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DA1t DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 6608 DRAWING NO. 531-6 11/10/2021Hossein Ajideh Digitally signed by Hossein Ajideh Date: 2021.11.10 14:29:45-08'00' S Stewart 8/25/22 LEGEND ~ -SIGN • = lRAFFIC CONE/DELINEATOR t -TYPE Ill BARRICADE ~ = FLASHING ARROW SIGN ---1~ • DIRECTION OF lRAVEL ~ • FLAGGER * = PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. 1 = EXISTING SIGN. ~ -WORK AREA 36 "X 18" DWY END /ROADWORK G20 2 ,,,,v ' MAGNOLIA AVENUE . V " ' V V V V " c;,--' -~ V ~-u / ' 0 ' C I I .. -" 44+00 42+00 43 +00 ---1 --- 45+00 1---. - n I I ' ~ -0 I I 7 \ I DWY CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETIE RESPONSIBILITY FOR JOB SITIE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PRo.ECT, INCLUDING SAFETY OF ALL PERSONS ANO PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, ANO 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 PRQ.ECT, 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 LIABI.£ FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROll£D BY THE PREPARER OF THESE PLANS- NOTES: 1. THE CONlRACTOR IS RESPONSIBLE FOR 1RAFFIC CONlROL DURING THE INSTALILATION, REMOVAL OR MOOIF1CA110N OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE LOCA110NS OF lRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES (MUTCD LATEST EDITION) AND CITY lRAFFIC ENGINEER'S APPROVAL 3. CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES (MUTCD LA TEST EDITION) AND CONSISTENT WITH FIELID DURING CONS1RUC110N. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 4. CONlRACTOR SIHALL COORDINATIE WITH MTIDB/MTS lRANSIT DISlRICT FOR ANY lRANSIT CHANGES/COORDINATION PRIOR TO OBTAINING lRAFFIC CONlROL PERMIT. 5. CONlRACTOR SHALL REMOVE OR COVER ALL CONSTRUC110N SIGNS DURING NON- WORKING HOURS. 6. CONlRACTOR SHALL COVER ALL EXIS11NG CONFLIC11NG SIGNS ON MAST ARM AND GROUND MOUNTED DURING CONSlRUCTION HOURS. 7. ALL ADVANCE CONSlRUCTION SIGNS AND lRANSITIONS SHALL BE ADJUSTED IN ACCORDANCE WITH WORK AREA PER CITY lRAFFIC ENGINEER'S APPROVAL 8. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITIH FLAGS FOR DAYTIME CLOSURES- FLASHING BEACONS SHALL BE PLACED AT ALL LOCATIONS INDICATIED DURING NIGHT LANE CLOSURES. 9. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE IUUMINA TED OR REFLECTORIZED. 10. CONlRACTOR SHALL SUBSTANTIALLY COMPLETE ALL PIPELINE INSTALILATION, PLACE 4" MIN ROLLER COMPACTED TEMPORARY AC, TEMPORARY SlRIPING, AND RESTORE ALL SIGNAGE TO THE SA11SFAC110N OF THE RESIDENT ENGINEER PRIOR TO INITIA11NG THE NEXT PHASE OF lRAFFIC CONlROL. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONS1RUC110N OF 48"X48" ROAD WORK AHEAD WZ0-1 • ' I BASE PROVIDED BY: O'DAY CONSUL TAN TS TRAFFIC CONTROL PLAN BY: V ' " V 46 +00 47+00 ' ' I / ' I I I ,I_), \7 ~ I I I CUR B ·y 100' uvv 100· 36"X36" 36"X36" ROAD DETOUR CLOSED AHEAD AHEAD W20-2 W20-3 DESIGNED BY: __.t,!...,V'---DATE: JUN 2021 DRAWN BY: M.V SCALE: AS SHOWN PRO..ECT MGR.: M. V JOB NO.: 000321 SIGNAL OR SlRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELID CONDITIONS. URBAN SYSTEMS ASSOCIATES, INC. 1-------------------4 ITHIS PLAN SHEET IS ACCURAlE FOR STAGE CONSlRUCllON WORK ONLYI FILE: 321-TC-07 _C.dwg Oct 04, 2021 MVahabzadeh 845 t UIRALAHI DRIVC, SUITE •A,. SAN DIEGO, CA 92126, (BSB) .S60-4911 © ENGINEER OF WORK : : ~t/{,(/tdL·DATE: I/ /441 "ANDREW P. SCHLAEFLI I TE: 0930 FOR DETOUR ROUTE SEE SHEET 151 36"X36" DETOUR AHEAD WZ0-2 48"X30" ROAD CLOSED R11-2 30"X24" DETOUR 48"X48" ROAD WORK AHEADr------.. ' WZ0-1 EX STi NG -STOP M4-9C]LD~ ' 20' MIN . 20' MIN . 12"X18" ~ PARKING AN Y 11ME R26(CA) I • • • • t~ I • A • • " / / -□ 0 - 36"X36" ROAD NARROWS 48"X48" ROAD WORK AHEAD W20-1 36"X36" DETOUR AHEAD W20-2 NOTE: PROVIDE ACCESS TO ALL DRIVEWAYS AT ALL TIMES AS SHOWN IN THIS PLAN NO PARKING ZONE 12"X1 8" DETOUR .. M4-9(L . STAGE 6 TRAFFIC ON EXISTING ROAD CONSTRUCT STORM DRAIN ON MAGNOLIA AVENUE , ,, I )I[ 36"X36" I ~ J)W1{r OPEN c:: TRENCH DWY CLOSED C27(CA) !!£I PARKING ANY TIME R26(CA) ,MONROE STREET 48"X48" ROAD WORK AHEAD W20-1 36"X18" END ROAD WORK G20-2 - -J t J t SCALE: 1 "=40' 0 20 40 "AS BUILT" RCE __ _ EXP, ___ _ REV!Eli.'ED BY1 DATE INSPECTOR DATE ~ I CITY OF CARLSBAD I I SH1E5ETS I 1-----+--+----------------+----+--l----+----1 L.:i__U _ 1RANSPORTA110N DEPAR'TMENT _ 1-----1---;----------------l----+--+----t---i BENCHMARK DESCRIPTION: 2.5" DISK STAI.IPEO ZS 6215' LOCA TI ON: !+rST CURB OF VALlEY STREET 85 FT SWTH OF I.IAGNOUA A 1£ RECORD FROM: CITY OF CARLSBAD SURVEY CONTROi_ POINT 120 PER R.O.S 17271 ELEVATION: 176.554 I.ISi.. DATUM: NCl;fJ 1929 DATE INl11AL DA TE INl11AL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE IN111AL CITY APPROVAL TRAmc CONTROL PLAN FOR: MAGNOLIA A 1.£ STORM DRAIN APPROVED: HOSSEIN A._HDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DA1t. DWN BY: ___ PROJECT NO. CHKD BY:___ 6608 RVWD BY: DRAWING NO. 531-6 11/10/2021Hossein Ajideh Digitally signed by Hossein Ajideh Date: 2021.11.10 14:31:15-08'00' S Stewart 8/25/22 LEGEND ~ = SIGN • = TRAFFIC CONE/DELINEATOR = TYPE Ill BARRICADE = FLASHING ARROW SIGN ~-~ = DIRECTION OF TRAVEL = FLAGGER = PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. -EXISTING SIGN. 48"X48" ~=WORK AREA ROAD 1---..,. WORK AHEAD W20-1 § u ,~ EXISTING / I I STOP 36"X18" / Rl -1 I "' G20-2 I I " It t I ~ 36"X18" ~ END ~ ROAD WORK ' I I ' G20-2 J r k EXISTING I STOP ltI ' r 1/ ~II t ~ I ' 24"x30" 48"X36" KEEP SIDEWAI...J( a..osED AHEACI 1 ...... FLAGGER CROSS HERE RIGHT\ CONES 25' MAX. (TYPICAL) R9-11(R) R4-7a SPACING (TY~ICAL) ' -~ NOTES: 1. CONTRACTOR SHALL PROVIDE FLAGGER TO ASSIST WITH PEDESTRIAN ACTIVITY DURING WORKING HOURS. 2, ALL SIDEWALK AND CROSSWALK SHALL BE OPEN TO THE PEDESTRIAN DURING NON WORKING HOURS. 24"x30" TYPE Ill BARRICADE WITH FLAGGER FLAGGER KEEP PORTABLE YELLOW FLASHING BEACON (TYPICAL) • • (TYPICAL) (TYPICAL) ...... I \ 36 X18 rnn· RIGHT SIDEWAL.J( ~ I ClOSED R4-7a I I / R9 9 J / "' . I I I v~ . , / • • ' V --• • 100' ' ) R□Ar~K 1 ~,,4 ) & ~ 1\ __L II ~ ---: 20' MIN.55+00 I I ~/J • • • I -o/" • 54+00 • • • '-1111 Will I,< .. u--52+00 • -11 I' ~1+00 16' MIN. • ' • • JO -ll.. -~ \ = .. 47+00 • 48+00 ·-41-:::,,-U~ ~ I ' ' ----~ ~ ,== I ·= . IRIE , I < H " " -111111111 V ' 1111111111 ' CU~ll \ ' -,r -t, "\7 ~ -' \~ 1, ~--, 100· 100· ', r, \48"X48" 36"X36• "'"?/ i---;.- t t I ~ .~ ROAD ROAD STOP WORK ll£/IJ ¥ AHEAD W20-4 § Rl-1 W20-1 I ~ ~ ' . --~ 36"X18" --~ END ¢ ROAD WORK G20-2 ¢ -~- A~LEY s· V "REET NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHO'MII ON THESE PLANS. 2. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST .. \ MEET REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION) AND aTY TRAFFIC ENGINEER'S APPROVAL 3. CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION) AND CONSISTENT WITH Fla.D DURING CONSTRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 4. CONTRACTOR SHALL COORDINATE WITH MTDB/MTS TRANSIT DISTRICT FOR ANY TRANSIT CHANGES/COORDINATION PRIOR TO OBTAINING TRAFFIC CONTROL PERMIT. 5. CONTRACTOR SHALL REMOVE OR COVER ALL CONSTRUCTION SIGNS DURING NON- WORKING HOURS. 6. CONTRACTOR SHALL COVER ALL EXISTING CONFLICTING SIGNS ON MAST ARM AND GROUND MOUNTED DURING CONSTRUCTION HOURS. 7. ALL ADVANCE CONSTRUCTION SIGNS AND TRANSITIONS SHALL BE ADJUSTED IN ACCORDANCE WITH WORK AREA PER CITY TRAFFIC ENGINEER'S APPROVAL 8. Ali ADVANCE WARNING SIGN INSTALLATIONS SHAli BE EQUIPPED WllH FLAGS FOR DAYTIME a.OSURES. FLASHING BEACONS SHAli BE PLACED AT Ali LOCATIONS INDtCA TED DURING NIGHT LANE a.OSURES. 9. Ali WARNING SIGNS FOR NIGHT LANE CLOSURES SHALi BE ILLUMINATED OR REFlECTORIZED. 10. CONTRACTOR SHALL SUBSTANTIALLY COMPLETE ALL PIPELINE INSTALLATION, PLACE 4" MIN ROLLER COMPACTED TEMPORARY AC, TEMPORARY STRIPING, AND RESTORE ALL SIGNAGE TO THE SATISFACTION OF THE RESIDENT ENGINEER PRIOR TO INITIATING THE NEXT PHASE OF TRAFFIC CONTROL 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. ITHIS PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONLYI FILE: 321-TC-08_C.dwg Oct 04, 2021 MVahabzadeh ------So+oo -. --+ --• ' • • • • • . \ 16' MIN. 16' MIN. . . /' ""-~ ,. 24"x3v ' FL~GGtR ' ' ' ' . . r 36"X36" ' I'- j , m " " . , .. \ ✓) (TYPICAL) t 85' /\N\ KEEP 100· 100' 100· JI ;v ht OPEN ...... ~ 36"X36" 36"X36" 36"X36" TRENCH RIGHT BE OPEN C27(CA) R4-7a ~ PREPARED TRENCH TO STOP W3 4 C27(CA) NO PARKING ZONE C9A(CA) 12"X18" ~ 48"X48" PARKING ANY T1"4E ROAD WORK R26(CA) AHEAD W20-1 FLAGGER NOTES: 1. CONTRACTOR SHALL PROVIDE FLAGGER IN THIS STAGEjPHASE. RADIO CONTACT MUST BE PROVIDED IF FLAGGERS DO NOT HAVE EYE CONTACT. 2. ILLUMINATED FLAGGER STATION SHALL BE REQUIRED. CONSlRUCTION CONlRACTOR AGREES THAT IN ACCORDANCE WITH GENERAll Y ACCEP1ED CONSlRUCTION PRACTICES. CONSTRUCTION CONlRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLE1E RESPONSIBILITY FOR JOB Sl1E CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PRo.ECT, INCLUDING SAFETY OF All PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMl1ED TO NORMAL WORKING HOURS, AND CONSlRUCTION CONlRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR AillGED, IN CONNECTION WllH PERFORMANCE OF WORK ON THIS PROvECT, EXCEPTING LIABILITY ARISING FROM lHE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING lHESE 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 YIRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. BASE PROv1DED BY: O'DAY CONSULTANTS TRAFFIC CONlROL PLAN BY: DESIGNED BY: _,hlo.,VL___ DA TE: JUN 2021 DRAWN BY: M.V SCALE: AS SHOWN PROJECT MGR.: M.V JOB ND.: 000321 URBAN SYSTEMS ASSOCIATES, INC,>-----------------, 8451 !,//RAJ.AN/ DRIVE, SUITE "A" SAN DIEGO, CA 92 t 26, (B58) 560-4911 © ENGINEER OF WORK: / ~fgdt.:/tkl,i·oATE, l(/4/41 ANDREWP.SCHLAEFLI ' TE: 0930 BENCHMARK DESCRIPTION: 2.5' DISK STAMPED ZS 6215' LOCATION: WEST CURB OF VALLEY STREET 85 FT SOUTH OF MAGNOl/A A I£ RECORD FROM: CITY OF CARLSBAD SUR~Y CONTROL POINT 120 PER R.O.S. 17271 ELEVATION: 176.554 MSL DA1Uf.4: NG',1J 1929 -.,__ . 20' MIN. V V " " DATE INITIAL ENGINEER OF WORK ' 36"X36" 36"X36" ~ BE PREPARED TO STOP W3-4 C9A(CA) 1nn• 1 nn' /,1 I \ / ' 'I I " ' e STAGE 7 TRAFFIC ON EXISTING ROAD CONSTRUCT STORM DRAIN ON MAGNOLIA AVENUE MONROE STREET I -,- - 48"X48"" C e ,.-- 36"X36" ~ -r ROAD IJE WORK 48"X36" ROAD AHEAD SIDEWALK Q.DSED t ll£/IJ 1 AtllllR t CROSS HERE I W20-4 W20-1 R9-11(L) \ · 1 nn' 1 V I / 0 -+-I t V V ' ' ' / • I ' r t--= F= ~ 08 591MI 58+00 F= 57+00 ~ 56+00 = . -I I--- . I 1 I {j' I I \' . I t' 24"x30 MAGNOLIA AVENUE KEEP ...... RIGHT R4-7a DATE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL arr APPROVAL I I . F= ~ F= F= i=c-c .... " ----~ 1111 II I 11 36"X18" ~ K G20-2 ' ~ - - , - • SCALE: 1"=40' 0 20 40 "AS BUIL T 11 RCE ___ EXP, ___ _ REVIEWED BY, INSPECTOR t TRAFFIC CONTROL PLAN FOR: MAGNOLIA A 1.£ STORM DRAIN ~ '' II 11111' J ~ -~ r ,- t I\ • ~ I ~ ( DATE DATE APPROVED: ■ HOSSFIIII A,llrlFH I ENGINEERING MANAGER PE 75991 EXPIRES 6730/22. DA,~ ! OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: 6608 531-6 RVWD BY: 11/10/2021Hossein Ajideh Digitally signed by Hossein Ajideh Date: 2021.11.10 14:32:49-08'00' S Stewart 8/25/22 LEGEND ~ = SIGN • = TRAmc CONE/DEUNEATOR t = TYPE Ill BARRICADE )» = FLASHING ARROW SIGN • .. DIRECTION OF TRAVEL ~ -FLAGGER * = PORTABLE YELLOW FLASHING BEACON FOR NIGHT Tlt.1E. OJ = EXISTING SIGN. ~=WORK AREA 30"X24" DETOUR ~ M4-9(L 30"X24" DETOUR ~ M4-9 R ' 24"X18" END DETOUR M4-8a 36"X12" I+ DETOUR I SC3(CA) 36"X36" I G") I ~ CHESTNUT AVE. W20-2 "T" DETOUR ROUTE FOR STAGE 2 CHESTNUT AVE. z 0 BRADY CIR ~ 0 z ::::0 0 fTl 0 ::::0 < fTl ...LM4-9(R) ,. R3-2 "' M4-Ba "T" ...Lsc.J CA I-W20-2 ...L. M4-Ba .,.I-M4-9(L) ,. ~ t ~ z 0 0 ::::0 < fTl t "l--1-rM4-9(L) M4-9(R) "" R3-1 ...LSC3(CA) SC.J(CA) "T" .j M4-9(R) RT-z I-M4-Ba SC3(CA} ...L ~ W20-2 r r fTl -< (J) ---, • MAGNOLIA AVE ,w.zo-2 SC3(CA)-. t-------------1. ANDREA AVE. I (J) ---, • ~ 0 z ::::0 0 fTl (J) ---, • DETOUR AHEAD ~ M4-9(R) W20-2 36"X36" -----t-,_'t.. _______ "'_"---9(~ R3-1 36"X36" R3-2 TAMARACK AVE. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, t.1AY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNt.1ENTAL REQUIREt.1ENTS/STANDARDS OR FIELD CONDITIONS. ITH1s PLAN SHEET 1s ACCURATE FOR STAGE CONSTRUCTION WORK ONL vi FILE: 321-TC-09_C.dwg Oct 04, 2021 MVahabzadeh BASE PROVIDED BY: O'DAY CONSULTANTS TRAFFIC CONTROL PLAN BY: URBAN SYSTEMS ASSOCIATES, INC. /U51 "1/RALAIII DRIVE, SUITE: "A" SAN mcGO, CA 92126, {B51J) ,60-491 7 © - -- DESIGNED BY: ~M=,y__ DA IT: JUN 2021 DRAWN BY: M.V SCALE: AS SHOl'tN PROJECT MGR.: M.V JOB NO.: 000321 I NO SCALE BENCHMARK DESCRIPTION: 25" DISK STAlrlPFO ZS 6215' LOCATION: /£ST CURB OF VALLEY STREET 85 FT SOUTH OF MAGNOLIA A 1-£ RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL POfNT 120 PER R.O.S. 17271 ELEVATION: 176.554 Ir/SL DATUM: NGVfJ 1929 ROUTE FOR DETOUR STAGE 5 AND STAGE 6 CHESTNUT AVE. CHESTNUT AVE. BRADY M4-Ba M4-9(R) , ~'t.. - W20-2 I- I -G") I ~ z 0 0 ::::0 < fTl CIR .,.I-...LscJ(CA) M4-9(L) f R3-2 "' M4-9(R)-. ...LSC.J(CA) -MAGNOLIA M4-9(LJI-i?T-t l9M4-Ba SC3(CA} ~ r I-Lw.zo-2 r fTl -< (J) ---, • ANDREA AVE. "l--l- M4-9(R) ~ 0 z :::0 0 fTl (J) ---, M4-Ba "' . AVE-, M4-9(R)-. ~ 0 z ::::0 0 fTl (J) ---, . ~ _, 1-R-, NO SCALE '' AS BUILT" RCE EXP, __ _ DATE REVIE\JED BY• INSPECTOR DATE l----+---+-----------+--+--t--1------,LITJI c~~~~~JNl IW DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL TRAfflC CONTROL PLAN FOR: MAGNOLIA A vF STORM DRAIN APPROVED: •= HOSSEIN A.unn-1 I ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 uli,~ I DWN BY: :_-:_-_---1 PROJECT NO. I DRAWING NO. 2~g ~~; . 6608 . 531-6