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Home My WebLink About2021-08-02; Traffic and Mobility Commission; ; Traffic Calming for Magnolia Avenue from Brady Circle to Valley StreetItem 1 Meeting Date: Aug. 2, 2021 To: Traffic and Mobility Commission Staff Contact: Daniel Zimny, Associate Engineer daniel.zimny@carlsbadca.gov, 760-331-7399 Subject: Traffic Calming for Magnolia Avenue from Brady Circle to Valley Street Recommended Action Support staff’s recommendations to implement proposed traffic calming improvements on Magnolia Avenue from Brady Circle to Valley Street as part of the Magnolia Avenue Storm Drain Improvements, CIP Project No. 6608 (Project). Background The city’s Drainage Master Plan, updated and adopted by the City Council in November 2008, calls for construction of a storm drain pipeline to capture and convey storm runoff along Magnolia Avenue between Brady Circle and Monroe Street. The proposed storm drain facility, identified as Project BCB in the Master Plan, consists of an estimated 2,000 feet of pipeline and several curb inlets to capture stormwater runoff. The proposed storm drain will junction with an existing 48-inch storm drain pipeline at the intersection of Brady Circle and Magnolia Avenue. The Project will mitigate drainage issues along Magnolia Avenue adjacent to Valley Middle School, Magnolia Elementary School and North County Academy. The Project also includes associated street surface improvements such as asphalt resurfacing and sidewalk replacement. Staff has coordinated with the Carlsbad Unified School District (District) throughout the design phase of the drainage facility due to the project’s proximity to the schools. The District has reviewed the proposed construction plan and has requested several traffic calming features to enhance pedestrian mobility and safety within the school zone. The District proposed that two speed humps to be installed on Magnolia Avenue between Brady Circle and Valley Street and curb bulb outs at the southwest and southeast curb ramps at the intersection of Magnolia Avenue and Valley Street. The requested items are within the proposed project area and are consistent with other street surface improvements associated with the Project. Staff support the requested improvements by the District and recommend incorporation of these items into the construction plans of the drainage facility. Necessary Council Action Staff will finalize the Project construction plan, specifications and cost estimate, and request authorization from the City Council to advertise the Project for constructions bids in late 2021. TRAFFIC AND MOBILITY COMMISSION Staff Report Construction is currently on schedule to commence during the 2022 summer break of the District. Construction is expected to be completed in August 2022. Next Steps Following the Traffic and Mobility Commission’s review and feedback, staff will incorporate the proposed speed humps and curb bulb outs into the construction plan for the Magnolia Avenue Strom Drain Project. Exhibits 1. Location Map 2. Magnolia Avenue Storm Drain Improvement Plan – 90% Design Submittal VA L L E Y S T J E F F E R S O N S T CHINQUAPIN AV A D A M S S T J A M E S D R ALDER AVWE S T H AV EN D R VI K I N GWY P I OPIC O D R TRIESTE DR GARYCR M O N R O E S T HIGHRIDGE A V TELESCOPEAVHOOVER STGAYLEW YBASSWOODAVTARACT SE ABRIGHTDRBEACHBLUFFRDKARREN LNTAM ARAC KAVST JAMESCTPARKDRGRADY PL STEVEN CR SARAWY NEBLINADREASTPOINTEAV HI G H L A N D D R SKYLINERDMARK CR COVEDRCANY O N S T HILLSID E D R H A R RIS ON STI SLEDRCHESTN UT AV PANN O NIA RDW H ITE YDRPALISADESDRMARJO RIELNEVERGREENCRVALLEY PLS T E L L A M A R IS L NCAMINO DELSOL CR A ND R EAAVR IDGECRESTDRDON N A DRMAGNOLI A AVCELINDADRA VONDA LE CR JANIS WY KIRK P L DO N N A C T J A M E S D R A N N D R A L T HEAL N CHARLE ENCR ROGUE ISLECT MAYCT CRESCENT P OINTRDBED FORD CR JEANN EP L G L ORIALN S P A N I S H W Y MACARTH U R A V B A L DW I N L NCARLSBADVILLAGEDR SUNBUR ST R D ADAMS STW O ODVA LEDR CATALINA DROAK AVC APEAIRELNSCOTT DRM A E ZELLN C ALA V OCTFRAZIERAVBONITALN P O L L Y L NMA R G ARE T WY G R E C O U R T W Y LARK S P U R L NPINE AVS U N R ISECRY V E T T E W Y LEECTLINDA LN H A R D I N G S T SUNNYHILLDRS Y M E D RWO O D L A N D W Y H O L L Y B R A E L N HORIZONDRPALM AVMARIALNSE AV IEWWYCHA R T E R OAKDR SCHOONERWY LI N M A R L N H A R B O R D R M C K I N L E Y S T CLEARVIEW DRC O A STLI N EAVCAMEORD ELCAMI NOREALAGUAHEDIONDALAGOON LOCATION MAP PROJECT NAMECITYWIDE DRAINAGE IMPROVEMENT PROGRAM- MAGNOLIA STORM DRAIN $!Å VISTA ENCINITAS SAN MARCOS S.D. COUNTY OCEANSIDE PACIFICOCEAN PALOM A R AIRPORT RDTA MARACKAVLA COSTAAVPO IN S E T T IA LNMELRO S E DRC A RL S B A D B L ELCAMI NOR E ALCARLSBADVILL AGED R RANCHOSANTA FERDCARL SBADBLAV I A R APY FARAD AYAVCOLLE G EBLAL G A R DCANNONRD $!Å Created By: Benjamin Arp 10/1/2020 S:\Benjamin_Arp\Location Map\CIP_6608\ToDesign_100120\LocationMap_CIP_6608_Magnolia.mxd SITE PROJECT VICINITY MAP PROJECTNUMBER6608 EXHIBIT2 \ \ 90% SUBMITTAL Exhibit 2SITE CITY OF DC SIJE -I I CITY OF VISTA 'co,,,-, ~ 7 -I CITY OF L SMI MARCOS r'ACIFIC: I CITY OF Ef,ICll,JITAS _J VICINITY MAP NOT TO SCALE DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF TH£ PROJECT AS omNEO IN SECllON 6703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS ANO SPEC/RCA710NS BY TH£ CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. RRAI.· O'DAY CONSULTANTS ADDRESS.· 2710 LOKER A VE WEST. SUITE 100 CITY, ST.: CARLSBAD, CA 92010 TELEPHONE: (760) 931-7700 BY.· GEORGE O'DA Y DATE._· ___ _ R.C.E. N0.:_3=2=0~14~---------REGISTRA TION EXP/RATION DATE:------NOTE!! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTJCAL SURVEY CONTROL. NOTE CONTRACTOR TO VERIFY Tl-/£ EXACT LOCA TJON OF EXISTJNC UTJL/TJES IN Tl-/£ HELD PRIOR TO CONSTRUCTJON! 2710 Loker Avenue West Suite 100 Carlsbad, Callfornla 92010 760-931-7700 Fox: 760-931-8680 ODa)Consultants.ccm CONSTRUCTION PLANS FOR DRAINAGE MASTER PLAN PROJECT BCB Clvll Engineering Planning Processing Surveying MAGNOLIA STORM DRAIN IMPROVEMENTS SHEET INDEX 1 Till£ SHEET 2 GENERAL NOTES 3 SECTIONS & DETAILS 4-8 STORM DRAIN IMPRO'IEMENT PLAN 9 TRAFFIC CALMING DETAILS 10-22 TRAFFIC CONTROi. 23-25 TRAFFIC SIGNING & STRIPING CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL MATT HALL -MAYOR KEITH BLACKBURN -MAYOR PRO TEM PRIYA BHAT-PATEL -COUNCIL MEMBER CORI SCHUMACHER -COUNCIL MEMBER TERESA ACOSTA -COUNCIL MEMBER TOPOGRAPHY PREPARED BY.· AEROTECH MAPPING, INC 3285 NORTH FORT APACHE RD LAS 'IEGA.s; NV 89129 (702) 228-6277 DA TE: JANUARY 13, 2021 AELD SURVEY: PREPARED BY.· O'OA Y CONS/IL TANTS, INC 2710 LOKER A VENUE W., St/lTE 100 CARLSBAD, CA 92010 DA TES: DECEMBER 18, 2020 JANUARY 7, 8, 11 & 13, 2021 SCOTT CHADWICK CITY MANAGER BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CALIFORNIA COORDINATE SYSTEM (CCS BJ), ZONE 6, EPOCH 1991.35, BEARING BETWEEN FOUND Clt'f OF CARLSBAD CONTROL POINTS 120 AND 121, PER RECORD OF St/R'IEY NUMBER 17271. IE N 83"21'31• W (3229.037' GRID RECORD). 3229. 049' GRID MEAS//REJ) 3229.192' GROUND MEAS//REO f<EfER£NCE DRAWINGS DWG 330-1 "RRE ACCESS ROAD & PARKING LOT VALLEY J? HIGH SCHOOL• DWG 164-8 "CARLSBAD TRACT 71-4" DWG 164-BA iMPROVEIIENTS FOR SEl'ER LINE & MAGNOLIA A 'IE• DWG 388-4 "MAGNOLIA GARDENS• DWG 273-7 "JAMES OR/'IE UNDERGROUND EXTENDED STORA( DRAIN" DWG 398-5 .MOENING OF MAGNOLIA A VENUE. DWG 509-2 "VALLEY & MAGNOLIA Pl/Bl.IC WATER IMPRO'IEMENTS• DWG 13,f-2 "WATER MAIN IN VALLEY ST" DWG 130-9 "KARREN ESTATES" POST-CONSTR/ICTION BUP TABLE STORMWA TER REOIJIREMENTS THAT APPLY: ~ NOT A DEVELOPMENT PROJECT EXEMPT FROM H)'OR()IIOO/RCA TION? ~ IE"S (PER FORM E-34) □ NO TYP£ DESCRIPTION OWNERSHIP SC-2 AIAINT£NANCE AGREEMENT SHE£T NO. MAINT£NANC£ FREQIIENCY LEGEND DESCRIPTION APPROXIMATE STREET RIGHT-OF-WAY EXISllNG CURB & GUTTER EXISllNG SIDEWALK EXISllNG CURB RAMP EXISllNG STREET LIGHT/TRAFRC SIGNAL POLE EXISTING RRE H>VRANT EXISllNG WALL (RETAINING OR FREE STANO/NG) EXISllNG POl'ER POLE EXISTING FENCE EXISllNG SIGN EXISllNG STORM DRAIN CURB INLET. EXISTING CITY SEl'ER LINE EXISllNG CITY WATER LINE EXISllNG OVERHEAD ELECTRIC LINE EXISllNG SPECTRUM CABLE TV LINE (IINDERGRO/JND) EXISTING AT&T COMM LINE (UNDERGROUND) EXISTING SOG&E GAS LINE PROPOSED 30" RCP STORM DRAIN PROPOSED 181/24" RCP STORM DRAIN PROPOSED T>'PE '8-1' CURB INLET PROPOSED T>'PE :4' & '8' SO CLEANO/JT PROPOSED STORA( DRAIN PIPE TRENCH PROPOSED T>'PE :4-1' CURB RAMP PROPOSED CROSS-GUTTER PROPOSED CURB & GUTTER REPLACEMENT PROPOSED SIDEWALK REPLACEMENT CURB INLET LOCAL DEPRESSION PAVING GRIND & OlimlA Y 2• Bl.OW-OFF 2• AI.A.R. 6" RRE H>VRANT ASSEA(BI. Y CONCRETE THRUST BLOCK POTHOLE LOCATION NOTES ON STORM DRAIN TRENCH MOD/FICA TION 1. BA CKRLL ¾ IN. PIPE BEDDING ROCK UP TO SPRING LINE OF PIP£ STD SORSO 0-60 AIOI) PER NOTES 8£lOW SORSO 0-60 NOD PER NOTES BEJ..OW SORSO 0-2 SORSO 0-9 & 0-10 SORSO 0-60 NOD PER NOTES BEJ..OW SORSO G-28 SORSO G-9, G-10 & G-12 SORSO G-2 S'fMBOL ------• Fl ,;--'-, OR o_ ... -. r----, -oc----==---,---=--_ -_ fl----, =:J:10::::1 = == = SORSO G-7 -G-11 =========== CITY STD OS-1 CITY STD GS-27 I I W-6 --W--6 --W-11 ---®-iI W-15 <l s 2. ROAD BASE MATERIAL DEPTH SHALL MATCH EXISTING AND AC PAI//NG DEPTH SHALL BE 1• BEYOND THICKNESS OF DUSTING PA 'IEMENT. EXISTING PA 'IEMENT THICKNESS VARIES FROM 0.40' TO 0.60' PER UNDERGROUND SOLUTIONS SUBSURFACE UTILITY REPORT DA TED 4-27-2021. J. PER RECOMMENDATIONS IN CEO TECHNICAL EVALUATION FOR PROPOSED STORM DRAIN IMPRO'IEMENTS FOR MAGNOLIA A 'IENUE & VALLEY smEET BY CEOSOIL.s; INC. DA TED 6/19/2021, INSTALL CEOSYNTHETIC MEMBRANE MIRAR 140N OR EQUIVALENT ABD'IE ¾. ROCK BACKFILL. 4. PER SOILS REPORT. UTILITY TRENCH BACKRLL {INCLUDING UPPER mENCH ZONE) SHALL BE AT LEAST 2% ABO'IE OPTIMUM MOISTURE CONTENT & COMPACTED TO 95% "AS BUil T" RCE __ _ EXP,----REVIEWED BY: INSPECTOR DATE DATE SOURCE CONTROL STORM DRAIN STENCILING CITY N/4 4-8 ANNUAL INSPECTION OF PAINT REPLACE MARKINGS AS NEEDED >------<----+------------+---+----+----+-----I I SH1EET I CITY OF CARLSBAD I SH2E5ETS I TRANSPORTATION DEPARTMENT ~==:'....::::========='....=:::=~ DESIGNED BY: _.8"".R,,__. __ DA TE: FEB 2021 DRAWN BY: J.S. SCALE: AS SHOWN PROJECT MGR.: G.0. JOB NO.: 201044 ENGINEER OF WORK: DATE: GEORGE O'DA Y RCE: 32014 BENCHMARK DESCRIPTION: 25• DISK STAMPED !S 6215' LOCATION: WEST CURB OF VALLEY STR££T 85 FT SOUTH OF MAGNOLIA A liE: RECORD FROM: CITY OF CARLSBAD SUR'IEY CONTROL POINT 120 PER R.O.S. 17271 ELEVATION: 176.554 MSL DA TIJM: NGVI) 1929 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IMPROV£MENT PLANS FOR: MAGNOUA A 1£ STORM DRAIN TlllE SHEET APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE DWN BY: I CHKD BY: __ _ RVWD BY: . PROJECT NO. 6608 I DRAWING NO. . 531-6 90% SUBMITTALExhibit 2 GENERAL NOTES I. NO REl1S/ONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REl1S/ON BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 2. ACCESS FOR ARE AND OTHER EMERGENCY 'IEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 3. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6105 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROWS/ON TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CA 11NG GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES A'IE FEET (5') OR MORE IN DEPTH AND APPRO'IED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDER, TITLE 8 CALIFORNIA ADMINISTRA Tl'IE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION; 4. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 5. THE EXISTENCE AND LOCATION OF UTILITY STRUCTLIRES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTLIRES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTLIRES NOT SHOWN. 6. THE CONTRACTOR SHALL 'IER/FY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE sumctENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REl1S/ONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THE THE ACTLIAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 7. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW} AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SER11CE ALERT SDG&E (GAS). SDG&E (ELEC). SPECTRUM COMMUN/CA TIONS. AT&T CITY OF CARLSBAD (STREETS AND STORM DRAIN CITY OF CARLSBAD (SEWER) CMWD (800)422-4133 (619)541-2020 (619)654-8686 (760)438-1141 (760)806-9809 (760)434-2980 (160)438-2120 (160)738-3891 8. PER GEO TECHNICAL IN'IESTIGA TION FOR PROPOSED STORM DRAIN IMPROVEMENTS MAGNOLIA A VENUE & VALLEY STREET BY GEOSOILS, INC DATED 6-19-2021, PERCHED GROUNDWATER WAS ENCOUNTERED AT 15-FOOT DEPTH BELOW GROUND. PERCHED GROUNDWATER MAY BE ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR TO USE APPROPRIATE DEWA TERING TECHNIQUES AS NEEDED. 9. ALL EXCAVATIONS SHALL BE OBSER'IED BY ENGINEERING GEOLOGIST OR SOILS ENGINEER FROM GS/ PRIOR TO WORKERS ENTERING THE EXCAVATION OR TRENCH, AND MIN/MALLY CONFORM TO CAL -OSHA, STA TE, AND LOCAL SAFETY CODES SIGNING AND STRIPING NOTES I. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PA 'IEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFAC CONTROL DEl1CES (FHWA 's MUTCD 2003 REl1S/ON I, AS AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006 OR LA TEST 'IERS/ON THEREOF}, THESE PLANS AND THE SPECIAL PROl1S/ONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEl1ATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTl'IE PER CAL TRANS SPEC/RCA TIONS STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO ANAL ACCEPTANCE OF STREET IMPRO'IEMENTS, ALL STREET STRIPING AND AND MARKING.S WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATl'IE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMO'IE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE AELD LOCA TEO. CROSSWALKS SHALL HA VE /0' INSIDE DIMENSION UNLESS OTHERWISE SPEC/RED. II. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PA 'IEMENT ARROWS ANO PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPEC/RED. 12. ARE HYDRANT PA 'IEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFAC CONTROL DEl1CES (FHWA 's MUTCD 2003 REl1S/ON I, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAmC CONTROL DEl1CES (FHWA 's MUTCO 2003 REl1SIONI, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPEC/RED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TL/BING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOL/NT/NG BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A 'IENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROl10ED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPEC/ACALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-1 SIGN AND OMl-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-1 SIGN SHALL BE /8"X24" AND THE OM/-3 OBJECT MARKER SHALL BE /2;(/2" 20. SEE SHEETS 10-11 FOR SIGNING ANO STRIPING PLANS NOTE!! ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE AELD PRIOR TO CONSTRUCTION! EROSION CONTROL & STORMWATER MANAGEMENT NOTES I. IN CASE EMERGENCY WORK IS REQUIRED, CONTRACTOR WILL PROl10E A CONTACT NAME ANO PHONE NUMBER BEFORE CONSTRUCTION COMMENCES 2. EQUIPMENT ANO WORKERS FORE EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCA TIO.NS TO FAC/L/TA TE RAPID CONSTRUCTION OF TEMPORARY DEl1CES WHEN RAIN IS IMMINENT. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL OEl1CES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURE AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 6. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FOR THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 7. ALL REMOVABLE PROTECTl'IE OEl1CES SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY WHEN THE A'IE (5) DAY RAIN PROBABILITY FORE3CAST EXCEEDS FORTY PERCENT (40%}. SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ON REQUEST, THE CONTRACTOR MUST PROl10E PROOF OF THIS CAPABILITY THAT IS ACCEPTABLE TO THE CITY ENGINEER. 8. ALL GRA 'IEL BAGS SHALL BE BURLAP TYPE WITH ¾ INCH MINIMUM AGGREGATE. 9. MATERIAL NEEDED TO INSTALL STANDBY BMPs NECESSARY TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION, ANO TO PREVENT SEDIMENT DISCHARGES, MUST BE STORED ON SITE. AREAS THAT HA 'IE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs AS DESCRIBED BELOW ARE NOT CONSIOEREO TO BE "EXPOSED" FOR THE PURPOSED OF THIS REQUIREMENT. 10. DEPLOYMENT OF PHYSICAL OR 'IEGETA TION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS GRADING AND/OR EXCAVATION IS COMPLETED FOR ANY PORTION OF THE SITE. THE CONTRACTOR MAY NOT CONTINUE TO RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIAL TO PRE'IENT EROSION OF GRADED AREAS THAT HAVE BEEN COMPLETED. II. THE AREA THAT CAN BE CLEARED OR GRADED AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAINSTORM. 12. ALL BMPs MUST BE MAINTAINED. IF A SELECTED BMP FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE AL TERNA TE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP SHOWS THAT THE BMP AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED AND SHALL BE CORRECTED OR MODIAED AS NECESSARY. REPAIRS OR REPLACEMENT MUST THEREFORE PUT A MORE EFFECTIVE BMP IN PLACE. WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ·arr OF CARLSBAD ENGINEERING STANDARDS' (LATEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL 'IES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. omcE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD's DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROl1DED -TELEPHONE NO. (160)438-3891. 4. NO TREES OR STRUCTLIRES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTLIRES SHALL BE REMO'IED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN AL TERNA Tl'IE FORM OF PROTECTION. 6. THE EXACT HORIZONTAL AND 'IERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE ARE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE ANO BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD ARE MARSHAL. 7. ALL POTABLE WATER SERl1CES SHALL BE 1• AND ALL METERS SHALL BE 1• (UNLESS OTHERWISE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X 30' X 12• POLYMER CONCRETE AS MANUFACTLIRED BY ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS}. 9. MINIMUM SPACING BETWEEN POTABLE WATER SERl1CES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE AN/SHED SURFACE GRAD£ II. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE 'CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS' PUBLISHED BY THE STATE OF CALIFORNIA's DEPARTMENT OF HEALTH SERl1CES 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COL/PL/NG AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COL/PL/NG (2 DEGREES/EACH GASKET). USE CERTAINTEED "11NYL -IRON' H.D. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO cumNG OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X Pvt: ADAPTORS AND THE NECESSARY Pvt: SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. 15. PRIOR TO BACK.ALL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VAL VE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VAL 1-f NUT OPERATION. RUN TRACER WIRE CONTINUOL/SL Y ALONG PIPE AND TERM/NA TE IN ADJACENT VAL 1-f BOXES FOR BURIED ASSEMBLIES OR BURIED VAL 1-fS WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL PROl1DE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INS.ULA TION FROM DAMAGE DURING INSTALLATION AND BACK.ALL/NG. WIRE INS.ULA TION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECLILAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIF/CALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE I, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTORS EXPENSE. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 FolC: 760-931-8680 ODayConsultonts.com Civil Engineering Planning Processing Surve)'ing DESIGNED BY: ~6=,R=·--DATE: FEB 2021 DRAWN BY: J.S. SCALE: AS SHOWN PROJECT MGR.: G.0. JOB NO.: 201044 ENGINEER OF WORK: DATE: GEORGE O'DA Y RCE: 32014 STREET NOTES 1. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS, OR SURFACING OF STREETS. 2. ALL SURVEY MONUMENTS AND POINTS THAT ARE D/STLIRBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SUR'IEYORS ACT. ABBREVIATIONS AB ABND AC ACP APPRX BP BFP BMP Cl C/P co COMM C&G CONC CPR EG ELEC EX FG FH GB HGL HP IE /RR AGGREGATE BASE ABANDONED ASPHALT CONCRETE ASBESTOS CONCRETE PIPE APPROX/MA TE BOTTOM OF PIPE BACKFLOW PRE'IENTER BEST MANAGEMENT PRACTICE CURB INLET CORRUGATED IRON PIPE CLEAN.OUT COMMUN/CATION LINE CURB AND GUTTER CONCRETE COPPER EXISTING GROUND ELECTRICAL EXISTING AN/SH GRADE ARE HYDRANT GRADE BREAK HYDRAULIC GRADE LINE HIGH PRESSURE INVERT ELEVATION IRRIGATION LF LP PH pp RCP RET R/W s sco SD SDG&E SDRSD SMH STD STL Svt: SWK TC TG TP TRANS w WM WTR LINEAL FEET LOW POINT POTHOLE POWER POLE REINFORCED CONCRETE PIPE RETAINING RIGHT OF WAY SEWER SEWER CLEANOUT STORM DRAIN SAN DIEGO GAS AND ELECTRIC SAN DIEGO REGIONAL STANDARD DRAWING SEWER MANHOLE STANDARD STEEL SERl1CE SIDEWALK TOP OF CURB TOP OF GRATE TOP OF PIPE ELECTRIC TRANSFORMER WATER WA TER METER WATER "AS BUILT" RCE ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE >--->----+-------------+----+---+---+------< I SH2EET I CITY OF CARLSBAD I SH2E5ETS I TRANSPORTATION DEPARTMENT ~=~========='....:::::=~ BENCHMARK DESCRIPTION: 2,5• DISK STAMPED 2S 6215' LOCATION: IIEST CURB OF VALLEY STREET 85 FT SOUTH OF MAGNOLIA A 1-E: RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL POINT 120 PER R.QS. 17271 ELEVATION: 176.554 MSL DA TUM: NGVD 1929 DATE INITIAL ENGINEER OF WORK DA TE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEAIENT PLANS FOR: MAGNOLIA A 1£ STORM DRAIN GENERAL NOTES APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE OWN BY: I CHKD BY: __ _ RVWD BY: . PROJECT NO. 6608 I DRAWING NO. . 531-6 90% SUBMITTALExhibit 2 SING/£ RAMP CORNER I ' I i ' , I \ :icJ,-\ \ ,? \ x", Mi'N. 12"____.,. RAMP TYP. 'v--PLARE TYP. ._9, ' "'. ~~-• ·;'·-----~----·--- TYPICAL CONTINENTAL CROSSWALK MARKINGS N. T.S. PERMANENT THERMOPLASTIC PER CAL TRANS ~ ,, _ ~ ~ i£i MARKERS ON CENTERLINE (c_ / /2.) D· oc (MAX.) I (WHI TE) TYP. ( ) =---\__ = ), 8' I rlJ.i<--TEMP. PAVEMENT MARKERS PER CAL TRANS 12" WHITE LIMIT LINE N. T.S. PAVEMENT LEGEND DETAIL NOT TO SCALE STREET OR / GROUND SURFACE TRENCH EDGE ALONG I I I I REMOVE EX/SllNG ACP & INSTALL C900 Pl,!;' REPLACEMENT SECllON AT CROSSING (MATCH SIZE ANO r SLOPE OF EX/SllNG). SEE NOTES II / ,-/ / / I I I I fflOPOSEOSTORM ---+----~ DRAIN '1 ' -IL 12· MIN. 2 MIN.-'\ R/W /0' EXISllNG CURB & GUTTE, WHERE SHOWN ON PLAN R/W 70' 20' VARIES l 2• AC Om?LA Y PER CITY] OF CARLSBAD GS-27 Ii. 67' R/W 20' /0' !5' 5' -~ 1' MIN. PER _,/"' RECOIIMENOA llONS ~ / FROM GEOSOILS, INC, vi / PER REPORT DATED !c,7,.... 6-19-2021 ~ :1 ,..,,.., ~, -... -... 4.5'* -... '- EXISTING CURB & /'T'\ GUTTER TO REMAIN. \. .I "'--... PROTECT IN PLACE ...__....;,,n;,.,'EN•CH PER SORSO 0-60** TYPICAL SECTION -MAGNOLIA A VE NOT TO SCALE * 4. 0 fEET WIDE FOR 24 • RCP SO; 3. 5 fEET ltfOE FOR 18" RCP SO ** SEE MOO/RCAllON NOTES FOR 0-60 ON SHEET 1 20' Ii. 60' 20' 10' R/W I I TRENCH EXCA VA llON __i I EX/SllNG a• & 12" ACP / -FACE OF CURB 6.00' rF-1 -17 Al ~ I I I .--s FACE OF CURB ~ {=-r_:_EEP ~IND 7l IA I I A ~ A ....__B 'i.25' 8.50' 275' 7. I()' 275' 8.50' 5.25 PLAN VIEW 1.0' TYP I • • -• <o "I • "" "' --: -: • .... T • UAIIT ALONG ACP -/-~'J_!c-_1,=.,,.=i:c~t---=---_-_ _L__=_=_-:=_-_-_-_-_---1-=~:i---~l-:I L.,/ COUPUNG AT EX/SllNG ACP JOINT PER CUMJ AML. TYP NOTES . __ _j _,r-----...__, ---,.~ 1' MIN. ,0~ ~ \ -CLEARANCE ..__-t __ NEW STORM DRAIN \ I ~ ~ 1. REPLACE SECllON OF ACP POTABLE WATER PIPE WHERE NEW STORA/ DRAIN CROSSES BELOW EX/SllNG ACP. 2 ACP SHALL BE REPLACED TO NEAREST JOINT ON BTHER SIDE OF CROSSING. IF JOINT IS ltfTHIN 2 fEET OF STORA/ DRAIN TRENCH, REPLACE TO NEXT JOINT. 3. NO cumNG OF EX/SllNG ACP SHALL BE PERl,f/TTEO. ACP SHALL BE LEGALL y REMOVED ANO 0/SPOSEO OF BY THE CONTRACTOR. 4. NEW Pl,!;' PIPE ANO RTllNGS SHALL BE DISINFECTED PRIOR TO INSTALLA llON PER CUMJ SPECIRCAllONS. fflESSURE TESllNG NOT REQUIRED FOR NEW Pl,!;' PIPE ANO RmNGS USEO TO REPLACE ACP. • DETAIL fl' ACP WATER UNDERCROSS/NG (TYPICAL) NOT TO SCALE "' .... • -• ~ ~ "I T "I <o • j "' "" -: 5.25' 8.50' 275' 7. I()' 275' 8.50' 5.25' j j j j j j TOPOF~AOE~ j --r \_ J-l----1--..l----L-___,____-L..__.!__-L_ ___ l 1 I I I r I j'.'.7 / ---,.L'Z:ZZ:ZZ:ZZ:Z•"'"'.~.""'.~/z:zz:zz:z/z)'-"".·""'/1--~6c,.-.~· ~~+1~·~/"':..~·~·--'J~·s;...I --1"""'.Z~/~• /-~/-/ .-.-.-z"l>1~--I ___J1 NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR I/ER71CAL SURVEY CONTROL. SECTION A-A NOTE CONTRACTOR TO VERIFY TH£ EXACT LOCA 71ON OF £XIS77NC U71L/71£S IN TH£ FIELD PRIOR TO CONSTRUC77ON! SPEED CUSHION DETAIL NOT TO SCALE 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-86B0 ODoyConsultants.com Civil Engineering Planning Processing Surveying / / ., / / .t / / 1· .·· 'a/,/ . / A / / i I I I I I I I I 6' 12' SECTION 8-8 DESIGNED BY: ~B=.R~. __ DATE: FEB 2021 DRAWN BY: J.S. SCALE, AS SHOWN PROJECT MGR.: G.D. JOB NO.: 201044 ENGINEER OF WORK: DATE, GEORGE O'DAY RCE: 32014 i• .· .· l· / I I 6' ii 1 BENCHMARK DESCRIPTION: 25• 0/SI( STAAIPEO ls 6215' LOCATION: ~ST CURB OF VALLEY STREET 85 FT SOUTH OF MAGNOLIA A 1£ RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL POINT 120 PER R. QS. 17271 ELEVATION, 176.554 MSL DA 1UM, NGVD 1929 ~ 10.0' • ' ~ / -... ,.., -... I "" ,.., ' -... . ~ VARIES -,.., ,.., ,.., -~~~~~~=¥=====+~-~~=---¥ ,.., -... -... ,.., -... ,.., £XIS71NG CURB & ' ,,-2• AC Om?LA y PER Cl GUTTER TO REMAIN. ' OF CARLSBAD GS-27 -e PROTECT IN PLACE ----3.5' ltfOE SO TRENCH PER SORSO 0-60** TYPICAL SECTION -VALLEY ST NOT TO SCALE ** SEE MOO/RCA llON NOTES FOR 0-60 ON SHEET 1 "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1---1---+-----------+---+-+---+----l I SH3EET I CITY OF CARLSBAD I SH2E5ETS I TRANSPORTATION DEPARTMENT ::==::..:::::========='...:::::===~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPRO'IEMENT PLANS FOR: MAGNOLIA A IE STORM DRAIN DETAILS APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE DWN BY: I CHKD BY: __ _ RVWD BY: . PROJECT NO. 6608 I DRAWING NO. . 531 6 90% SUBMITTAL Exhibit 2ISO r-----130 ----_]T I t t I --------~ (14181 FL) /8" SOR [I 224.19' ~ 30• RCP O I 70% L-w/ WATERTIGHT-JOIN '.S' f'RfJRLE ~M~CNOLIALA VE ----ISO 130 30.00' 12· +I-15' "' <>:i I <.,S • "" .., .._ ~ i 6' ~ ~ ~ 2.5' ~ ~ ~ i ~ ~ "' ~ • ~ ::!; • ~ ... ii .'11 .... • !s! ~ ....., ll:: ~ 1:1:l J67' 21.8' ~ ~ ~ ~i :::: ~~ = ~ ~~ ~ EX 10' ACP WAiTR MAIN TO BE REAIO'vEI) & REPLACED W/ ro• PVC (144.14 TP±) I I 2.5' I -146.12 TP 145.-10 BP 146.02 TP EX. 8' PVC C900" PVC WTR 2% S£CTIQN A-A-WAlElf CROSSING NOT TO S'CA/£ NQlES: 1. REPLACE 6" RRE SERVICES, CONNECT AT GA TE VAL If; INSTALL BO PER W-6. MAINTAIN 3' MINIMUM COl£R, CONNECT TO 6 • RISER. 2. REPLACE EXISTING 8' PVC WA Im, INSTALL STEEL WATER CROSSING PER W-34. INSTALL 2~ BLOW-OFFS AND 1~ MANUAL AIR RELEASE PER W-6, SEE SECTION A-A ABOIE. STORM DRAIN DATA SCALE· HORIZ: 1" = 20' l£1?f-" 1· = 4' L-----'---'-------'----'---'------------'----------'--------------'-----------------~,20 NO DELTA/BEARING RADIUS LENGTH REMARKS 40+00 205~40-21 l-.;;:r1£~~R8iT / 2018-003 If I; DWG 16 -BA 52 _"_,., .. ,t, Al£ I ;.;=:;="";;;;::;;_:;::;;::;,,,~;;::;;::;;:;;;;);_:::;;;;:;;_::~.~ tNTJ!iff!ff, t I : SMH NOTE 2 ..,/ -···... E 6230825.99 ~00 ___ MA_GNOl/A AfNU: -+-!--GRtNo/01-ERLAY PAVING iTRMINUS.) MATCH EX. SLURRY JOINT AT EAST OF MAGNOLIA AVE & HIGHLAND DR !NiTRSECTION 31+00 h ----+1-----y~· ---/ / ...... 40+00 APN: 205-220-47 OWNER: HIGHLAND TOWNHOMES LIM/ iTD, LP MAP 7277 iT 3 ( ; / • • I 8 "X24 •~'CP $DR PER DWI . I 61-8 PROTECT W P~CE) EX to" Cl PER , owq 1~4-8 PLAN -MAGNOLIA A VE 41+00 ~~ ~~ ~ij ..._. "' <::, ~ . -~ ~ "' (;I "i '-l ~ Cl,~~ .,, ..._ -<., .... "':i lij ;;.! -~~ j: ~ .... = -r--: .._ I ...... ~ ~ "' . ~ --~::,..,.~"'d::::l..ij ~ ~ :::l 1:i <.,S 3-,;b ~ ~ ~ t;j ""' 1a !?.i ~ ;iii .;: ~ ii:; a: ~~cttl;! I I <>:i .._ ~~ ~,;b~ • ~ ,;b ii: ~ !ii! • <::, 3-;::e !<, -~<;S ~~"'-~ -~tl.:::: ~:::l<.,S~ ~ ;,,;• (\j i.:::: (;:) ,. .... ~ -t\j ~~ I I '--~ ~ 'l2 I c::; l~ 42+00 ia' -,;b !ii! 205-440-2~ PR/VA TE EA 'ENT ~ ~~ OF CT 2018-003 ~ ~~ <>:i "" <., § MAP 16360 f,..,,. 1--.:"S'-..... ~ "'· ~~°3-C>:'t-::,~ _J 1:,, '11-.,_~ ~;.. -~ ~ ~ ~ "'-~ ~ ~ ~ ~ "' "' Cl, ! "'-Qi <.,S 1l, ~ ~ ~-~~It £of.... I'.;;;;:..._. -Q;)l"'~::j ?~~J.,!.~1~ -;;: -+-~ ~"',;;t ~(.3~ :)[:_--..._ ~ ~ ~1 " ~-"-' ,.. ~ ..,, IS: ts it ts 41+48. 75 ti 52.10' RT CONNECT TO EX e· I . AC GRIND & Ovf"RLAY APN: 205-220-33 I w u I I I I '* CARLSBAD JUNIOR HIGH SCHOOL OWNER: CARLSBAD UNIFIED SCHOOL DISTR!C T 43+00 I I I I I~ I, I I I I I I 1~ I I I I 'X I I Ii I I *' .. 1 ~ = 08'04'41 • 180.00' 25.JB' 30• RCP ~ 1350-o•• • 2 N 61'52'45" E 198.81' JO" RCP ~ 1350-0 • • INSTALL WATERTIGHT JOINTS ._ INSTALL 8 FOOT LENGTHS BE'vEl.ED AT ONE END WATER DATA ~ DELTA/BEARING RADIUS LENGTH REMARKS o· 10· 40• 1-;5~'iiiiiiiiiiiiiiiii21"':0 """"""""""""""""'llii SCALE: 1" = 20" 1 2 N 62'01 '15• E N 28'06'54' W 45.57' 10• PVC C900 WA TERLINP •• 49.21' 8' PVC C900 WAiTRLINE • RESTRAINED JOINTS "REMO!£ EXISTING 10• ACP WATERLINE AND REPLACE MTH 10• PVC C900 POTHOLE TABLE SNO EXIST. UTILllY NORTHING EASTING TP ELEV PH. fJI ASS'r 16' ACP IYlR 2002896.74 6230895.72 143.24 I PH, e• PVC WATER 2002908.92 6230918.24 143.90 PH. AT&T 2002924.20 6230946.73 141.93 NOTES: 1. STORM DRAIN TRENCH PER SDRSO 0-60 ANO CITY OF CARLSBAD 1.100/RCATIONS TO STANDARD. SEE NOTES ON SHEET 1. TRENCH RESURFACING FOR ENTIRE STREET #1DTH PER CITY OF CARLSBAD GS-27. 2 AlMJST ALL MANHOLE LIDS, VAL If" CAN l/DS AND APPURTENANCES TO GRAO£ J: REMOlf" AND REPLACE SIDEWALK, CURB & GUTTER TO NEAREST JOINT. 4. FOR ALL ACP WATER UNDERCROSS/NGS, REFER TO DETAIL '.-4 ' ON SHEET J: 5. INSTALL SPEED CUSHION PER DETAILS ON SHEETS 3 AND 24. "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE SCALE· 1• = 20' PVC WATERLINE . l--1 I PORTION OF EX DRII-EWAY PER EX 15' WATER EASEMENT-\ =n~. ::+---rl"----i GS-27. MATCH EXIST. GRANTED TO CMWD '-RFC •, \\··:·.I 5/23/1994 AS F)W \ ~-PVC WTR PER OWG 330-1 1994-0337945 l------+--1-------------+---+-------t--t--------1 I SH4EET I CITY OF CARLSBAD ~5 TRANSPORTATION DEPARTMENT ~ ~=::'....'.::::=========:'....::::=~ NOTE!! ELECTRONIC DATA FILES AR£ FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. NOTE CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXIST/NC UTILITIES IN TH£ FIELD PRIOR TO CONSTRUCTION/ 2710 Loker Avenue West Suite 1 DO Carlsbad, California 92010 760-931-7700 Fox: 760-9:51-8680 ODayConsultonts.com Civil Engineering Planning Processing Surveying DESIGNED BY: _B,..,R,.,., __ DATE: FEB 2021 DRAWN BY: J.S. SCALE: AS SHOWN PROJECT MGR.: G.0. JOB NO.: 201044 S:,_ORGE Oo ,..;: G '1)' c> "' -i:, NO. 32014 ~ ~ ~ ENGINEER OF WORK: CIVIL DATE: GEORGE O'DA Y RCE: 32014 BENCHMARK DESCRIPTION: 2.5" DISK STAMPED !S 6215' LOCATION: ltEST CURB OF VALLEY STREET 85 FT SOI/TH OF AIAGNOI.IA AIE. RECORD FROM: CITY OF CARLSBAD SURlf"Y CONTROL POINT 120 PER R.QS. 17271 ELEVATION: 176.554 I.ISL DA TUM: NGVI) 1929 DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: MAGNOLIA A lif" STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 6608 DRAWING NO. 531-6 90% SUBMITTAL Exhibit 2170 160 8 150 t I ;j; ---""t-""t-~'-V) ttl I~ ~kl ~~ ;e ~ ~ ~ 140 .:; N :!: 43+00 ,;;\ I I , __ ') /, I I I I I r __ r __ 1_ i ~ r f f f I i i f CD 8aoo· ~ Jo· RCP o a10x Cw/ WAm?llCHl' dOINTS 010o= J5.90 CFS V1oo= 7.J1 FPS ~ 1'/+-J: 1,k 1, ~ ''· I\ ,>!' NOTES: -44+00 1. STORM ORAIN TRENCH PER S/JRSIJ 0-60 ANO CITY OF CARLSBAD MOO/RCAllONS TO STANDARD. SEE NOTES ON SHEET 1. TRENCH RESURFACING FOR ENllRE STREET MOTH PER CITY OF CARLSBAD GS-27. 2. INSTALL SPEED CUSHION PER DETAILS ON SHEETS 3 ANO 24. NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION/ --t t ~ ~ ~ N 'fl \::i N Co ~ ~ ~ ~ --V) "" ----i-=--~ !le Sc:~ -~ =-~ "" • ~~ 3: Sc:~ -I "' "':i:: --SEENOTE2 <3 Ci t~ , ~"" -"' "' :i:: --Ci ~~ '-'--I I I t -------t t r-PR0flL£---MAGN0LIA A SCALE· HORIZ· 1 • = 20' 1£Rl· 1• = 4' 2710 Loker Avenue West Suite 1 DO Carlsbad, California 92010 760-931-7700 Fax: 760-9:51-8680 ODayConsultants.com Civil Engineering Planning Processing Surveying CD '66.00' ~ 24• HCP ti 5.18X W/ WA TERllGHT-JOINlfi 45+00 O,oo= J5. 90 CFS V1oo= 11.4.J FPS t 46+00 PLAN MAGNOLIA A~ SCALE· 1• = 20' DESIGNED BY: ~6~-B=---DATE: FEB 2021 DRAWN BY: J.S. SCALE: AS SHOWN PROJECT MGR.: G.0. JOB NO.: 201044 S:_.ORGE Oo ,..;: G '1)' c> "' -i:, NO. 32014 ~ ~ ~ ENGINEER OF WORK: CIVIL DATE: GEORGE O'DA Y RCE: 32014 t -------t 170 ---16a --~ ~ N r~ t 150 140 130 46+50 ~ ~ ""t-(C) ~'-V) ttl I~ ~kl ~~ ;e ~ ~ l>::/ /./ o· 10· - -40' - -5' 20' SCALE: 1 • = 20' STORM DRAIN DATA NO DELTA BEARING RADIUS LENGTH REMARKS 1 N 61'52'45. E 80.00' 30• RCP ~ 1350-0• 2 N 61 '52'45• E 266.00' 24" RCP ~ 1350 o• • INSTALL WA TERllGHT JOINTS POTHOLE TABLE SNO EXIST. UTILllY NORTHING EASTING TP ELEV AT&T 2003017.11 6231117.18 152.35 ELEC 2003017.49 6231118.08 15a65 !" GAS 2003039.03 6231159.82 151.80 CPR WfR Slit' 2003056.73 6231192.86 154.69 CPR WfR Slit' 2003057.86 6231194.80 154.97 "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE 1-----+---+-------------+---t------------t-----t------t I SH5EET I CITY OF CARLSBAD ~5 TRANSPORTATION DEPARTMENT ~ ;::::==::'....::::=========::...::::=:::::; BENCHMARK DESCRIPTION: 2.5• OISK STAMPED !S 6215' LOCATION: ltEST CURB OF VALLEY STREET 85 FT SOI/TH OF MAGNOI.IA AI-E. RECORD FROM: CITY OF CARLSBAD SURIIEY CONTROL. POINT 120 PER R.aS. 17271 ELEVATION: 176.554 MSL DA TUM: NGVO 1929 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: MAGNOLIA A lif" STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 6608 DRAWING NO. 531-6 90% SUBMITTAL Exhibit 2190 180 8~_.,_ e ... ~~ . c!. ~;i; --II~ ~ i!:: ~ ~ ,.... ti:! CD e· ti:! JO. 00' !'); ~ ~ ~ 24" RCP O 5.1/JX t;,; W/WA TERT!GHT JOINTS -rJ,oo= J5. 90 CFS V,oo=-tl. 4.1.FPS I I ------------r -------_i-__... -n t t t t \ 1 HGL'\. ~ ---:::::~---l t t ~--------:== / 1 t CD 158.20' ~ 18" RCP m 1 03.~ 153.80' ~ 24• RCP O 24.JX W/ WA TERT!GHT --+-_,__ _ _,___+---+---+---JOINTS W/ WA TERT!GHT JOINTS CJ,oo= l5.51 CFS 190 180 --=---,----1 ---+---cl 160 ~ ~ I.C") "' ~._ V') h:l I ~ ~ ~ 180 170 160 46+50 rJ,oo= 23. OJ CFS V,oo= 1'2.97 FPS L__1_~t___.!.1 __ __L ____ __!._1 __ ~w-_-_1.»_ffl_~ ___ --1 __ ~A=~~oA=i~E~-~u.~~~a~Wi~~~~1,=~=A=l-f"==--_ ___L ____ ___:_ _____ :..__----:="150 SCALE: HORIZ: 1• -20' 49+00 50+00 47+00 48+00 ' I ! NOTES: REl,(()VE & REPLACE I EX Cl/RB · c;,,<.c:) /2" ACP WTR PER OWG 509-2 48+00 VERT: 1• = 4' I LL----r~·-T8 .. vcP sWR I OWGl/34-2 1 _..-t---t--8" ACP J'f!J?---· OWG 134-2 l~J---r--r,.1.5· G4S j ,r/,• 205-230-22 1/ESEN 1998 FAMILY It VOCABLE TRUST __J APN: 205-220-34 _J 205-230-23 FRIESEN 1998 FAMIL Y REVOCABLE TRUST PM 1338 PARCEL A MAGNOLIA VALLEY ELEM SCHOOL OWNER: CARLSBAD UNIFIED SCHOOL DISTRICT o· 10· 40• ~~iiiiiiiiiil""!""""'~~ 20 5 SCALE: 1" = 20' R/W EX 6" CURB TO REMAIN PROTECT IN PLACE EX 0-25 MH .__~ l l r ..... ..... "< 180 e :::, ..... <S ~ ll::-~!!!.! 1:5 ~ ~ Cl,"" <3 ~ ~ \!:I ~::s --~ 12' ~ \!:I ,!, ~ 8~'R Cl, "" <3 ~~ ~ ~ ::,, Ill, "" -~ ;!: "" ~ !'); "" ~ e~ .,._ N "l e~ c!. :!:! 'i-"5 I <c, ~ [ ... ::iii -~· ~ ~~ -er:..:::. ~-~ . ~ .---1-~j~ ~N -~ ~~ ~~ ~ I\ Q::"" I -170 =-------.-;::--,_ --'---------EX /2" ACP WTR ---~ i.J!.65.12 TPF (PH /10) t L-----" ~ I EX 3" GAS v (165.16 TP)-~------;7--(PH /II) _,_ HG 11/ I/ 160 ti:! 0 ~ ti:! ~ ti:! ti:! ~ -ti:! CD CD ~ ~ ~ ~ e ~ 3.17~ -129J' •• !'); ~ ~ ~ • ~ 18" RCP 1a· RCJ ~ --<-021.#Jr 0200. W/l"A TER 1n,n T W/WATERT!GHT !,-JOINTS JOINTS...J, rJ,oo= 11. 79 CFS t CJ1oo= 251 CFS V1oo= 6.67 FPS V,oo= 1.-16 m 150 PROFILE -STORM DRAIN XING @STA 46+82 STORM DRAIN DATA 5.5' S/OEWALJ( 3.0' WIOE X 3• OPENING O B4CK OF CURB INLE:r. -1'-10· WO. TYPE 8-1 CURB INLET SECTION 8-8 NOT TO SCALE SCAl£· HORIZ: 1 • = 20' "No' DELTA/BEARING RADIUS LENGTH REMARKS VERT: 1• = -I' 1 N 61'52'-45" E 30.00' 24" RCP ~ 1350-0• 2 N 61'52'-45" E 153.80' • • 3 N 61"53'10" E 158.20' 18" RCP ~ 1350 o• 4 N 1177'37" E 4293' • • 5 N 28'07'15" W 3.17' • • 'INSTALL WA TERT!GHT JOINTS POTHOLE TABLE $NO EXIST. UTILllY NORTHING EASTING TP ELEV PH,WJ -1.0' GUT7ERAPRON PER OS-1 PH. PH, R£J.IOVE PORTION OF EX 0-25 I I REMOVE EX 6 • CURB & GUTTER MATCH EX TC W/ PROPOS£O 10• CURB OPENING PER SORSO 0-2 (169.15 TC) I 68.3. Fl MATCH EX AC PAVEMENT REl,(()VE & REPLACE AC/B4SE TO MATCH EX '10 '11 1.5• GAS 2003241.81 62315-10. 76 173.51 12• ACP WATER 2003174.73 6231391.66 165.12 3• HP GAS 2003193.05 6231393.0.5 165.16 "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE 1. STORM DRAIN TRENCH PER SIJRSI) 0-60 ANO CITY OF CARLSBAD 1100/RCA T!ONS TO STANDARD. SE£ NOTES ON SHEET 1. TRENCH RESURFACING FOR ENT!RE STREET Wlf)lH PER CITY OF CARLSBAO GS-21. 2 AO.HIST All AIANHOIE l/OS, ~ V£ CAN UOS ANO APPURTENANCES TO GRAD£. PLAN -MAGNOLIA A l-f" SCALE: /" = 20' l---+--1-------------+--t----t-----t----i I SH6EET I CITY OF CARLSBAD ~5 ~:::::::::=..::::::::::::T:::RA:::N:::S:::P:::O:::R:::T A=T:::IO=N=DE=P=A=R=TM=E=N=T=~~==~ IMPROVEMENT PLANS FOR: 3. REMOVE ANO REPLACE SIOEWALK, Cl/RB & GI/TlER TO NEAREST JOINT. -I. FOR All ACP WATER UNIJERCROSSINGS, REFER TO DETAIL ;,i' ON SHEET 3. NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION/ 2710 Loker Avenue West Suite 1 DO Carlsbad, California 92010 760-931-7700 Fox: 760-9:51-8680 ODayConsultonts.com Civil Engineering Planning Processing Surveying DESIGNED BY: ...,B=,R~, __ DATE: FEB 2021 DRAWN BY: J.S. SCALE: AS SHOWN PROJECT MGR.: G.0. JOB NO.: 201044 s,oRGE Oo ,..;: G '1)' c> "' -i:, NO. 32014 ~ ~ ~ ENGINEER OF WORK: CIVIL DATE: GEORGE O'DA Y RCE: 32014 BENCHMARK DESCRIPTION: 25" 0/SK STAAIPEO !S 6215' LOCATION: ltEST CURB OF VALLEY STREET 85 FT SOI/TH OF MAGNOLIA AI-E. RECORD FROM: CITY OF CARLSBAD SURVEY CONTROi. POINT 120 PER R.O.S. 11271 ELEVATION: 176.554 MSL DA TUM: NGVO 1929 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MAGNOLIA A lif" STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 6608 DRAWING NO. 531-6 90% SUBMITTAL Exhibit 2200 ---190 EXISTTNG PA'IEMENT '\. _ --AT STREET f \.._.. __ i.-------------t 200 210 ---+--------<f---190 200 ------n\ --~ EX J' GAS -L,--- ---7 L--'-r-,. --===== (190.67 TP)-----CORE EX 0-21 /NTO 210 200 R/W I 5.5' SIDEWALK 4.0' G//TTER APRON PER OS-1 180 (PH /14) ,-....r---_--,-BACK OF B-1 C//RB 190 1-------+-+--------1,~l-"---c+ ,-+-H----1! .. \lb .. ~--f(JlJ!a.1.?.-1&4'47'---ifl'b,,1-1 ----------i 190 -EX_8' SW/:? I" • (186.26 IE/ r---.. I'-,.__ EX 12 AOP WTR ~ I '-~(190.71 TP) I ,. "~ ·~ {PH /13)--l 1---_J_ AIIN ........ -,J I cl:£JfH"-~ i-f _ --1 -1-' ~ ---+----+---+---+-~ ,-:,i CD l>i ~ 48.00' ~ 18' RCP O 3.95% W/ WA TERllGHT JOINTS 0orF 15.51 CFS V,orF 12. 91 FPS CD 2#.00' ~ 18' HCP O 4.32% Q1oo-15.51 CFS V,orF 8. 98 FPS PR0FILE---MAGNOl::lA A~ 170 SCALE: HOR/Z· 1• = 20' L__1 _______ ____.'.. _ _'.____.'.__ __ ..1..._ _______ VER_T: _1•_=_4_' _.:..._r ____ _j_ __ -----'----'------------::-=----::--:----::-::-' 160 180 35.63' ~ 18' HCP O 2. OOX W/ WA TERllGHT JOINTS Q1orF ff.21 CFS V,orF 8.14 FPS CD t V -t CD 3.17' ~ 18' HCP ,_023.91X Lw,,.-WATERllGHT JOINTS 0orF 4.JB~_j V,orF 9.21 FPS t 50+00 51+00 52+00 53+00 53+20 PROFILE -STORM DRAIN XING J 205-230-23 'RIESEN 1998 FAMIL Y 'EVOCABLE TRus~ @ STA 52+98 SCALE: HORIZ: 1• = 20' VERT.· 1• = 4' 205-230-21 I 'I CORP OF THE PRESIDING >fl t;j BISHOP I Of THE CH/J,J'l/._CH ~ /' 1 I I~_ I 11 I II I ~~~ -OFJES/JSl "" _,;r---. -I' 11 ti: OILLARO FAMILY \ j, 205 -/6 205-230-13 ti: ~ ~ ~i3 3t: "'.._ ~ ~ --G~:~J>--~ REVOCABLE 1998 )/:_._,J __ KEKOA NGUYEN EOE I I / JORG/NA WALTERS • ~ iS ~ .._ ~ _ ~ ~ ~i ~ ·. i3 ~ 11i ~ 1 I '<'i TRUST , ~ 1 l_*I :s ::,,i§j~ .i,, .... ~--.. __ //i~~.... ---1 L__ __ :~ -\,, I I -17 -I_ ;r[l ~:~~ : ~:[;3. ~ /1V' ~l~~'"'ij I t ' ' <:5 ~ '1 II /,=-~ [ ~ .... 1 ~ ~~'"'~ ~ ~ ~~~~~ :----1 ~ ~~~~ I • / I ~ ~ cl, I;, + i . , I <:>; (;;j ~ ;,,: = -I-~ ~ ~ , ~ i:1i ~ ;,.; ~ -~ r ;\' / ~ --<:::) -Ex owr - -----1-- ----'-'Ex-;wY I - -'----, U-Ex EDGE OF -·\ ~c-,, 1-x coNcPLAcE T -~--<:::> H PROTECT IN PROTECT 3/:. '~; ~ PLACE I PLACE ( i ' C.O -r • ~ I r; • ,----~-•·"""-~~ :'-t: ,_-, ~-, ,'.::;,~.J ...,.-,_-, .' \ ._) f--REAIOVE &-REPLACE PORllON OF EX 0/TCH. CONNECT TO BACK OF CURB INLET: 193.38 Fl 180 170 l SECTION C-C NOT TO SCALE AIATCH EX AC PAVEUENT REMOVE &-REPLACE AC/BASE TO AIATCH EX STORM DRAIN DA TA "NO' DELTA/BEARING RADIUS LENGTH I 2 3 4 N 61'5.J'/O' E N 61'5.J'IO' E N 06'41'23' W N 28"06'50' W 48.00' 2#.00' 35.63' 3.17' REMARKS re· HCP ~ 1J5o-o• • • • • • • 'INSTALL WA TERllGHT JOINTS POTHOLE TABLE S NO EXIST. UTILITY NORTHING EASTING TP ELEV PH. 3 r2• ACP WATER 2003462.80 6231930.58 190.11 PH. 4 GAS 2003479.,f.1 6231929.02 190.67 t:; ~ L-r12• ACP WTR lt/ACNOl./A A"1_'£_-+---,, -='-==-r==l--=f:--~ _ OWG_5=09=-2=c-5~00 .-: _ i , DETAIL ~:SHEET~-\--:_+ ----;-r-cf-• _ CARLSlWJ OS-1 ~--,.-"~~=---~ : ~ '~ ' ,___'"_--,;,; ---5,-+-00_" '!i --j.._i.:.~ -; ~ ; ~-~ ~ ~, \_SMH NOTE 2 ;,,, --~• ----3-i I. ( ''-Q)---:;cc2-c-_ ,-~EX-;,, Nm ~ • ~ ~ -, ~ ~~ J.v~•~ ,~~ ... -· NOTE 3 cv,,,.; U • '"/" c:, TRACT 251 o· 10· 40• iiiiii5~iiii-iiiiii!l20~""""""""""~ SCALE: 1" = 20' "AS BUil T" RCE __ _ EXP ____ _ DATE 205-220-39 ~ "" ~ ~ ;:s ~ fl:: fl; r ~ s, ~ ::,; _ PETER ANO APN: 205-220-34 MAGNOLIA VALLEY ELEM SCHOOL c. NOTE!! NOTES: I. STORM DRAIN TRENCH PER SORSO 0-60 ANO CITY OF CARLSBAD AIOO/f'ICA llONS TO STANDARD. SE£ NOTES ON SH££T 1. TRENCH RESIJRFACING FOR ENTIRE STR££T #TOTH PER CITY OF CARLSBAD GS-21. 2. AO.JI/ST ALL AIANHO/.£ UOS, VAL 1£' CAN UOS ANO APPURTENANCES TO GRADE. 3. REJIOIC ANO REPLACE SIDEWALK, CURB .t GUTTER TO NEAREST JOINT. 4. FOR ALL ACP WATER UNOERCROSS/NGS, REFER TO DETAIL ~ ' ON SHEET 3. ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE RELD PRIOR TO CONSTRUCTION/ VERTICAL SURVEY CONTROL. REVIEWED BY: ~ER: C~SBAO UNIF/£0 SCHOOL DISTRICT '1-s, !>: ::,; .!:; ~ ~ ~ .., ~ !il ~ ~ . MARGARET BA YARD ', I ~ i:1i ~ ~ ~ "l :I! ii!, ::S I "l <.;j -I I ; I' ,I 2710 Loker Avenue West Suite 1 DO Carlsbad, California 92010 760-931-7700 Fax: 760-9:51-8680 ODayConsultants.com PLAN -MAGNOLIA A VE Civil Engineering Planning Processing Surveying SCALE: r• = 20' DESIGNED BY: __.8=,B~-__ DATE: FEB 2021 DRAWN BY: J.S. SCALE: AS SHOWN PROJECT MGR.: G.D. JOB NO.: 201044 ENGINEER OF WORK: DATE: GEORGE O'OA Y RCE: 32014 BENCHMARK DESCRIPTION: 2,5• 0/SK STAMPED !S 6215' LOCATION: ltEST CURB OF VALLEY STR££T 85 FT SOI/TH OF AIAGNOI.IA AI-E. RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL. POINT 120 PER R.QS. 11211 ELEVATION: 116.554 AISL DA TUM: NGVO 1929 INSPECTOR DATE l------+---1------------+--t-----t-----t-----i I SH7EET I CITY OF CARLSBAD ~5 ~:::::::::=..::::::::::::T:::RA:::N:::S:::P:::O:::R:::T A=T:::IO=N=DE=P=A=R=TM=E=N=T=~~==~ IMPROVEAIENT PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MAGNOLIA A lif" STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE DWN BY: I CHKD BY: __ _ RVWD BY: . PROJECT NO. 6608 I DRAWING NO. _ 531-6 90% SUBMITTAL Exhibit 2CF )T I , '-205-22~-98 MAZUR FA4(IL Y TRUST a I 190 ,------------,-----;---,-------,------,-----------,-------,-----,---,----------,,---------------;-----,----,-------,-----,----,------180 r 160 ... :;i .J:, ~---l'il ~ II 8 EXISTTNG PAVEMENT~ ~ ~ ~ l'::> .,.1 ~ AT ST1?£ET f i------""Ji it~ - -I"" ... ~ ct)~ r - - - -~.~_;!/. _,_ _,_ ----~ E:~ ------ -- ----;:~L -----r-- -i---.----,--7 -, ail; • ~ ~ &'! <ID "' 41. O',., ~ 18 RCP o.~21x7 (},oo= ~85 CFS_ V1oo= ~ 7J FPS t ' I 1 I I Q) 167..'i ' ~ 18"RcP O 1.40% 01oo= 4., 17 CFS V1oo= 7.45 FPS PRORtE -1/AlLEY ST T SCALEi HORIZ 1 • = 20' VERT: I"= •I' l t ~ LI t -12+00 180 160 EX 1.5" GAS (113.20 TP) (PH /rJl} CD 39.7)7',.;--18" RCP 0 6.04% (},oo= 1.21 v,oo= 3.08 FP. t -t CD 8.17' ~ 18" RCP 06.00K 01oo= 3.17~CFS V1oo= 1.80 fPS PROFILE -sn 'RM DRAIN XING @ STA 0+24.30 SCALE· HORIZ: 1 • = 20' VERT: 1• = 4' R/W EX TUBULAR STEEL WEW FENCE TO REMAIN. PROTECT IN PLACE 5.5' SIDEWALK EX 0-25 (NO MH) 7, .80 3.0' WIDE X J" OPENING O B4C: OF CURB INLET 4•-10· MOO. TYPE 8-1 CURB INLET t 190 ..... 180 ..... ~ ~ --~ l;;:j <3 -..... ~ 'Ill ..... ~~ ---1::::? V) 'Ill ..... :;i V) J:, t:; :;a "' \<'l t:; I:! ..... J:, ~ ..... ~~ ~i ~~ §: Y)' ~, ;;:i L.( ~__J ::: "" -\<'l - -"' !';i i-" \ .... -:::. -180 .._ ----c----,---... EX 1.5" GAS I t (111.08 TP) {PH /19) v V 170 EX 8" ACP WTR_/ EX 8" SWR (175.13 TP} -(110.64 IE} (PH /20) rHGI. -I -........ 170 -,__-L_ r---...._1, MIN ------Cl.EAR ~ I :s :g. ----+--~ ~ ~ ~ N ® ~ ~ N • 28.17' ~ ~ ~ 18" RCP-160 0200% (},oo= 4.17 I ,s V,oo= 4.47 I ~:, 160 f PROFILE -STORM DRAIN XING -1-@ STA fcf+9§.83 150 r t SCALE: HOR/Z· 1 • • 20' r t VERT: 1• = 4. 150 STORM DRAIN DATA NO DELTA/BEARING RADIUS LENGTH REMARKS 1 N 28V5'4J" W 41.10' 18" RCP ~ 1350-0• 2 N 28V5'4J" W 167.53' • J N 78"52'5o" E 36.07' • 4 N 61'54'17" E 8.17' • 5 N 61'54'17" E 28. 17' • • INSTALL WA TERllGHT JOINTS POTHOLE TABLE SNO EXIST. UTILllY NORTHING EASTING PH,117 1.5" GAS 2003200.37 6231563.35 PH,118 8" ACP WA~ 200J198.06 62J1571.05 PH.119 1.5" GAS 200J05f.fJ 62J164260 PH;1.,,, 8" ACP WATER• 2003054.26 6231648.29 • SEE DETAIL, SHEET J FOR ACP PIPE UNOERCROSSING 4.0' GIJTTER APRON PER OS-1 REMOVE PORTION OF EX 0-25 I I REMOVE EX 6" CURB ct GUTTER MATCH EX TC W/ PROPOSED 10• CURB OPENING PER SORSO 0-2 (178.69 TC) I • • • • TP ELEV 173.20 17200 177.08 175.1J 17. MATCH EX AC PAVEUENT "AS BUil T" REMOVE ct REPLACE AC/B4SE TO MATCH EX RCE __ _ EXP, ___ _ DATE PLAN -VALLEY ST SECTION D-D REVIEWED BY: NOTE!! NOTES: 1. STORM DRAIN TRENCH PER SORSO 0-60 ANO CITY OF CARLSBAD MOO!RCAllONS TO STAN.OARD. SEE NOTES ON SHEET 1. TRENCH RESI/RFACING FOR ENllRE STRE£T #10711 PER CITY OF CARLSBAD GS-27. 2 AIM/ST ALL MANHOLE UOS. VALi£' CAN L/OS ANO APPURTENANCES TO GRADE. 3. REMOII£ ANO REPlACE SIDEWALK, Cl/RB ct GUTTER TO NEAREST JOINT. 4. FOR ALL ACP WA 1ER UNOERCROSSINGS, REFER TO DETAIL 'A' ON SHEET .I ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION/ VERTICAL SURVEY CONTROL. 2710 Loker Avenue West Suite 1 DO Carlsbad, California 92010 760-931-7700 Fox: 760-9:51-8680 ODayConsultonts.com SCALE· 1• = 20' Civil Engineering Planning Processing Surveying DESIGNED BY: _,B..,.,R,._, __ DATE: FEB 2021 DRAWN BY: J.S. SCALE: AS SHOWN PROJECT MGR.: G.0. JOB NO.: 201044 ENGINEER OF WORK: DATE: GEORGE O'DA Y RCE: 32014 s,oRGE Oo ,..;: G '1)' c> "' -i:, NO. 32014 ~ ~ ~ CIVIL o· 10' 40' liiiiiii5~--~20~11111111111111111111~ SCALE: 1 • = 20' BENCHMARK DESCRIPTION: 25" OISK STAMPED !S 6215' LOCATION: ltEST CIJRB OF VALLEY STRE£T 85 FT SOl/lH OF MAGNOLIA AI-E. RECORD FROM: CITY OF CARLSBAD SURll£Y CONTROL POINT 120 PER R.QS. 17271 ELEVATION: 176.554 MSL DA TUM: NGVO 1929 NOT TO SCALE INSPECTOR DATE l-----+--1-------------t---t-----t--t----1 I SHEBET I CITY OF CARLSBAD ~5 TRANSPORTATION DEPARTMENT ~ ~=::'....'.::::=========:'....::::=~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: MAGNOLIA A lif" STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 6608 DRAWING NO. 531-6 90% SUBMITTAL Exhibit 248+49.80 MAGNOLIA A 1/E =9+64.20 VALLEY ST CENTERUNE INTERSECTION N 2003253.51 MAGNOUA A VENUE 48+00 ---+----E 6231528.93 49+00 (5.53%} -172.89 FS MATCH EX (6.23%} -173.29 TC (172.19 FL) ~1 MATCH EX N '-'-MATCH EX SIDEWALK AT NEAREST JOINT 173.40 FS -------REMO 1/E EX CURB, GUTTER, SIDEWALK, & PED RAMP o' s' 10' liiiiiiiiiiiiiiiiiiiiiiiiiiii""~~~ SCALE: 1" = 5' 4.8%MAX WARP GUTTER 114.26 FS LJ; 174.43 FS 174.28 TC 114.39 FS 174.32 TC z 174.97 FS (175.21 FS} 174.90 FL 4.8% MAX WARP GUTTER 176.55 FS mMFS m~FS 175.68 FS 176.48 Tl l r 114.20 FS (114.03 FS 114.58 TC 114.08 FL 174.02 FS o• CF (4. 48%} ( J. 43%} O. C.'F 176. 56 TC l ,_:::~sc----,f..--f+...!c...-"'-----------"-s;:--'----==------i,-----"f-----==-----'»----~---------".;:--'-~-f#-:....._,L.......:_O" CF 7' WING @ 9.51% (173.10 FS} 10+24.30 VALLEY STREET TYPE 'B-1' CURB INLET L=/1' REMOVE AN. REPLACE SIDEWALK TO NEAREST JOINT I I ......., ·-··-•·......ii!:· T 175.01 TC 174.51 FL 175.50 TC 175.00 FL ..... TRANS CTR 175.12 FS 175.52 TC 175.02 FL \;} I \'~ ' 11. .52 TC 175.09 FL 175.81 TC 114.98 FL /0' CF 175.87 TC 175.04 FL /0' CF fl/5.97 TC 175.41 FL 6" CF 176.07 TC (175.51 FL) MATCH EX I i I o I I ,, " I II 115.14 FS 175.02 FS) 175.39 FS 12.5% ONCRETE APRON FOR LOCAL DEPRESSION PER 05-1 f.3% 175.67 FS MATCH EX 175.54 FS 175.64 FS I ,A f§V'i ~ I TYPE '8-4' CO RIM= 175.55 (3.6%} 06( WING 4 9.0% TRANS CTR 116.39 FS 176.lX TC 176.2lcFL 176.80 TC (3.51%} 176.30 FL 176.42 FS 176.18 FS} -176.89 TC (116.40 FL} MATCH EX MATCH EX SIDEWALK AT NEAREST JOINT EX SIDEWALK TO REMAIN (3.47%} ., rV ~ 1 177.03 TC (176.53 FL) MATCH EX 111.09 TC (116.59 FL) MATCH EX E 176.78 FS 1/ -(20%} 177.23 TC 176.73 FL ~ ·o ff~ "''J, 116.94 FS X REMOVE EX CURB, GUTTER, SIDEWALK, & PED RAMP j/;,/ ~EX FENCE / PROTECT IN PLACE r L --+-REMOVE & RELOCATE EX STOP SIGN SEE SHEET 10 -~---':-----t:___EX OVERHEAD POLE (21%} ~ 0 L I f TO REMAIN. PROTECT IN PLACE MATCH EXIST AT NEAREST JOINT TYPE 'F' CB W/OPENING ON EAST SIDE ONSTRUCT TYPE ,1' CONCRETE DITCH TRANSITION FROM J. O' WIDE @ CB TO MATCH EXIST 4. o' WIDE DITCH f_XIST 4.0' WIDE/ ONC. DITCH -V REMOVE PORTION OF EXIST 4. O' WIDE DITCH ----(4.8%} ~ (4.18%} ~ I I -~EX 01/ERHEAD POLE TO REMAIN. PROTECT IN PLACE 171.18 FS MATCH EX REMOVE & RECONSTRUCT EX CURB, GUTTER, & SIDEWALK ~ '-'F/00'~"" ~ 5.5'T4_5' I CORE EX 0-27 THROUGH PROPOSED DITCH SEE D-13 FOR DETAILS TYPE 'F' CB RIM = 177.18 176.06 FL AT OPENING SECTION E-E SCALE· 1• = 5' EX CONC SWALE EX 0-27 TO REMAIN 3" THICK CONCRETE BROW DITCH TYPE A "AS BUil T" RCE___ EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE PLAN -MAGNOLIA Avf" & VALLEY ST SCALE: 1• = 5' 1----+--+------------+--t--------t-----t-------t I SHgEET I CITY OF CARLSBAD ~5 TRANSPORTATION DEPARTMENT ~ ;::::==::'....::::=========::...::::=:::::; NOTE!! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE RELD PRIOR TO CONSTRUCTION/ 2710 Loker Avenue West Suite 1 DO Carlsbad, California 92010 760-931-7700 Fax: 760-9:51-8680 ODayConsultants.com Civil Engineering Planning Processing Surveying DESIGNED BY: ~6~-B=---DATE: FEB 2021 DRAWN BY: J.S. SCALE: AS SHOWN PROJECT MGR.: G.0. JOB NO.: 201044 s,oRGE Oo ,..;: G '1)' c> "' -i:, NO. 32014 ~ ~ ~ ENGINEER OF WORK: CIVIL DATE: GEORGE O'DA Y RCE: 32014 BENCHMARK DESCRIPTION: 25" DISK STAMPED !S 6215' LOCATION: ltEST CURB OF VALLEY STREET 85 FT SOL/TH OF MAGNOLIA AI-E. RECORD FROM: CITY OF CARLSBAO SURI/EY CONTROL POINT 120 PER R.QS. 17271 ELEVATION: 176.554 MSL DA TUM: NGVD 1929 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: MAGNOLIA A lif" STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 6608 DRAWING NO. 531-6 Exhibit 2• TYPICAL CLOSING OF HALF ROADWAY R O::W LINE G20-2 SIDEWALK W4-2(LT) W20-5(LT) W20-1 "I TAPER L (SEE TABLE 1) PARKING/BIKE LANE TAPER L (SEE TABLE 1) "i. "i. -1. SIREEI Na ... L1 ... • • • • • L2 ... 12'MIN. ,½L, 1 Li • L3 • L3 • L3 ' • BU.~FFE~R•---<e-• .~~~LE~R • 1-.~.~.-i-~---;__A_DV_ANCE WARNING SIGNS (SEE TABLE 3) ... 12' MIN. C30(CA) -~ ~ • • '· CLEAR • ~ ... I I I I ... ... ... , ' , .. ·· ~ . _ ........... -+,.....__•_• ~ C30(CA) ADVANCE WARNING SIGNS (SEE TABLE 3) ,,. ~. • • L • • ~ L, , L3 , L, , L, ,;iL1 <II":' r , , , , • • C30(CA) ... ... ± 1,1/ /////,, W1-4 AND W3-1 PARKING/BIKE LANE G20-2 ~ TRAFFIC CONTROL NOTES 1. WORK HOURS TO BE RESTRICTED TO 8: 30 a.m. TO 3: 30 p.m. UNLESS APPROVED OTHERWISE. 2. PEDESTRIAN C<JlTROI.S Will BE PROVIDED AS SHO\\N. 3. PEDESTRIANS SHAll BE PROTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTAllED, AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER. 4. TEMPORARY "NO PARKING/TOW AWAY" SIGNS STATING THE DATE AND TIME OF PROHIBITION Will BE POS'IED 72 HOURS PRIOR TO COMMENCING WORK. CAll CARLSBAD POLICE DISPATCH AT 931-2197 TO VALIDATE POSTING • 5. ACCESS Will BE MAINTAINED TO All DRl't£WAYS UNLESS OTHER ARRANGEMENTS ARE MADE. 6. TRENCHES MUST BE BACKFlllED OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY WHEN SPECIFICALLY SHOWN ON THE APPROVED TRAFFIC CONTROL PLAN. PLATES SHAll HA VE CLEA TS AND COLD MIX AT THE EDGES AS APPROVED BY CITY INSPECTOR. 7. STRIPING Will BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS. IF REMOVED OR DAMAGED. SIGNAGE NOTES 1. AT LEAST ON PERSON SHAll BE ASSIGNED TO F\Jll TIME MAINTENANCE OF TRAFFIC C<JlTROI. DEVICES ON All NIGHT LANE CLOSURE. 2. All WARNING SIGNS FOR NIGHT LANE CLOSURES SHAll BE lllUMINA TED OR REFLECTORIZED AS SPECIFIED IN THE SPECIFICATIONS. 3. All ADVANCE WARNING SIGN INSTALLATIONS SHAll BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES OF All MAJOR AND PRIME ARTERIALS. FLASHING BEAC<JlS SHAll BE USED CURING NIGHT LANE CLOSURES. 4. A G20-2 "END ROAD MlRK" SIGN SHAll BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF THE MlRK AREA IS OBVIOUS, OR ENDS WITHIN A LARGER PRO.ECT LIMITS. 5. All CONES USED FOR NIGHT LANE CLOSURES SHAll BE lllUMINA TED TRAFFIC C<JlES OR FITTED WITH 13" REFLECTIVE SLEEVES. 6. FLASHING ARROW SIGNS SHAll BE USED PER FHWA MUTCD 2012 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT. SILENT TYPE SHALL BE USED IN RESIDENTIAL AREAS. I. 1. 11. 1. 2. 111. MAINTAINING TRAFFIC A four-foot wide pedestrian access shall be provided and maintained in accordance with section 7-10.1 of the standard specifications. MAINTAINING CONSTRUCTION DETOUR The contractor shall be responsible for maintaining all safety devices such as barricades, dellneators, and signs In good condition and properly placed as required by the traffic control plan at his expense. The name af the agency who owns the traffic control safety devices shall be noted on each device. RESTORING TRAFFIC / \ '" W20-5(RT) W4-2(RT) W1-3 OR W1-4 V//////, I -I SIDEWALK 8. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL OPERATIONS SHAll BE COORDINATED WITH THE CITY OF CARLSBAD. CONTACT STREET OIVISION AT {760} 434-2937 72 HOURS PRIOR TO COMMENCING MJRK. 7. THE MAXIMUM SPACING BElYIHN CONES IN A TAPER OR A TANGENT SHALL BE APPROXIMATELY AS SHOWN IN TABLE 1. All traffic lanes must be restored ta traffic after the allowed work hours. Excavations within the roadway or within six (6) feet of traffic lanes In which work cannot be completed In one working day must be secured overnight In one of two alternate methods listed below as paragraphs A, AND B. I -ICMSI R9-11a AND W3-1 R9-9 R9-9 R9-11a CD TEMPORARY "NO PARKING/TOW AWAY-ZONE NOT JO SCALE SIRE£1 NAIi. G20-2 CD IF OUTSIDE LANE IS A PARKING LANE THEN TEMPORARY "NO PARKING/TOW AWAY" SIGNS ARE TO BE POSTED PER TRAFFIC CONTROL NOTE 4. TYPICAL LANE AND SHOULDER CLOSURE CD TEMPORARY "NO PARKING/TOW AWAY" ZONE R 0:-W LINE G=2::;0=2=====t::;::==!~~~~===::::::;:~====:W:::21::::::::5=::::::::W2::::0:::::::::1 =======:=Sl:::DE:::WALK==:========CURB ~ • • _ ~\\ORK AREA~ • • • • 1 ■ PARKING/BIKE LANE ... ... ... .... 12' MIN. CLEAR Siiiti NAIi I I TAPER XL, L3 L ., {SEE TABLE 1) ADVANCE WARNING SIGNS {SEE TABLE 3) TAPER L 1 L2 ADVANCE WARNING SIGNS (SEE TABLE 3) (SEE TABLE 1) BUFFER_-+-... --... ... L::\ LJ L.~ JfL1 '-• • • • ~ • • • • • • • • • • • • • . • • C30(CA) :j: ~J9Rf fef.(-1/_ • • ... ~ ~ ~ • • • , , PARKING/ell<E LANE + V / / / / / / // • • '" ====w=20=-=1 ==w=20=-=5(,=RT::;:r)=w4=_=2(:,::IR=,T==±=========s1o===EW=A=LK===::::t<::z::a=a=a:::="="=zt:=========G=2=0-=2==cuRS R-0-W LINE - -NOT TO SCALE CD TEMPORARY "NO PARKING/TOW AWAY-ZONE CD IF OUTSIDE LANE IS A PARKING LANE THEN TEMPORARY "NO PARKING/TOW AWAY" SIGNS ARE TO BE POSTED PER TRAFFIC CONTROL NOTE 4. ... TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL Siii.£1 NAliE 100' MAX. BUFFER, L, 12' MIN. CLEAR ... C9A(CA) I ••• W20-4 I • L3 ~ ~ ADVANCE WARNING SIGNS (SEE TABLE 3) ... ADVANCE WARNING SIGNS (SEE TABLE 3) • • ~C30(CA) • • • • • • • • • • • • • • • • • • • W20-1 W20-4 C9A(CA) I NOT TO SGll E DETAIL LEGEND TEMPORARY "NO PARKING"/TOW AWAY" ZONE (TYP) • • ... • • TYPICAL SIDWALK CLOSURE f\ ~1Rt1_1a __ R9-e _F+ I I NOT TO SCALE ~ 24" 6" PRELIMINARY PLANS W20-1 I • G20-2 DIRECTION OF TRAVEL SIGN 7" 2" 3" 3" 2" 7" NOT FOR BID OR CONSTRUCTION PLANS NOT APPROVED TRAFFIC CONE/DELINEA TOR TYPE Ill BARRICADE FLAGGER FLAG TREE 1 O"R I ----9. TRAFFIC SIGNALS SHAll REMAIN F\Jll Y ACTUATED AT All TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. IF TRAFFIC SIGNAL LOOP DETECTORS ARE RENDERED INOPERATIVE BY THE PROPOSED WORK, VIDEO DETECTION SHAll BE USED TO PROVIDE ACTUATION. 8. ADDITIONAL ADVANCE FLAGGERS SHAll BE REQUIRED WHEN TRAFFIC QUEUES DEVELOP. FLAGGER STATIONS FOR MlRK AT NIGHT SHAll BE lllUMINATED AS AS NOTED IN SECTION 6G.20 OF THE MUTCD. 10. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, AN ORANGE VEST, AND A "STOP /SILOYf' PADDLE ON A 5 FOOT STAFF. 9. PLACE C30 {CA} "LANE CLOSED" SIGN AT 500'-1000' INTERVALS THROUGHOUT EXTENDED WORK AREAS. A. B. The excavation must be back filled with compacted sail and a temporary patch of cold mix asphalt placed over It. 11. All TRAFFIC C<JlTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER 'IEEK, BY THE CONTRACTOR. 10. All REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A lfil<END OR HOLIDAY SHAll BE POST MOUNTED. Steel plating ar similar material of sufficient thickness to withstand vehicular traffic must be placed over the excavation. 12. All TRAFFIC CONTROL SHAll BE IN ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION {FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES {MUTCD} 2012 EDITION AS AMENDED BY THE MUTCD 2012 CALIFORNIA SUPPLEMENT. 11. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHAll MEET THE PROVISIONS OF SECTION 12 OF THE MOST RECENT EDITION OF THE CALTRANS STANDARD SPECIFICATIONS. The plating must be secured with fasteners and must have a cold mix asphalt ramp around the edge of the plating. 13. TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF THE MlRK IN THE DETAIL, FORMAT, AND QUALITY lllUSTRATED ON THIS SHEET. 14. All TRAFFIC CONTROL DEVICES SHAll BE REMOVED FROM VIEW OR COVERED WHEN NOT IN USE. 15. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO INSURE PUBLIC SAFETY. 16. All MlRK AFFECTING BUS STOPS SHAll BE COORDINATED WITH NORTH COUNTY TRANSIT DISTRICT. C<JlTRACTOR SHAll CALL NCTD AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHAll BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR AND PRIME ARTERIALS, UNLESS OTHERWISE APPROVED. THESE SIGNS SHAll BE SHOWN ON THE TRAFFIC CONTROL PLAN. 18. CONTRACTOR SHAll NOTIFY NORTH COUNTY TRANSIT (967-2828} AT LEAST THREE (3) MlRKING DAYS PRIOR TO ANY C<JlSTRUCTION OR TRAFFIC AFFECTING BUS STOPS. 48"X48" ROAD WORK AHEAD W20-1 36"X36" ROAD NARROWS W5-1 36"X45" KEEP RIGHT R4-7a 24"X24" ~ R3-1 48"X48" 36"X36" 48"X48" BE PREPARED TO STOP NARROW LANE C9A(CA) W3-4 C12(CA) 48"X36" SIDEWALK CLOSED AHEAD I CROSS HERE R9-11(R) 36"X12" I♦ DETOUR I SC3(CA) 48"X36" SIDEWALK CLOSED AHEAD R9-11(MOD) 48"X36" SIDEWALK CLOSED I AHEAD CROSS HERE R9-11(L) 30"X24" DETOUR .. M4-9(R 30" 8 R1-1 42"X18" END ROAD WORK G20-2 36"X36" OPEN TRENCH C27(CA) 36"X24" SIDEWALK CLOSED R9-9 24"X30" NO PARKING N<Y TIME R26A(CA) CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERAll Y 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 PRD.ECT, INCLUDING SAFETY OF AUL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHAILL 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 Al.l.EGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PRD.ECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: C. The contractor Is responsible for restoring the road back to satisfactory condition which will include, but is not limited to, paving, striping, markings, signing, and laop detection • TC NOTE TABLE 1: TAPER LENGTH, L1 APPROACH SPEED {M.P.H.) 25 30 35 40 45 50 55 MINIMUM TAPER LENGTH L (1) 125 180 245 320 540 600 660 MINIMUM NUMBER OF CONES FOR TAPER (1) 6 7 8 9 13 13 13 MAXIMUM SPACING OF CONES ALONG TAPER (FEIT) ± 25 30 35 40 45 50 55 60 720 13 60 BASED ON 12 FOOT WIDE LANE. THIS COLUMN IS ALSO APPROPRIATE FOR LANE WIDTHS LESS THAN 12 FEET. TABLE 2: BUFFER SPACING, L2 APPROACH SPEED (M.P.H.) 25 30 35 40 45 50 55 60 LONGITUDINAL BUFFER SPACE L2{FEITJ± 155 200 250 305 360 425 495 570 * SEE MUTCD TABLE 6E-101 FOR SUSTAINED DO\\NGRADES S IEEPER THAN 3X AND LONGER THAN 1 MILE. 7. All ADVANCE WARNING SIGN INSTAULATIONS SHAll BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES. FLASHING BEACONS SHAll BE PLACED AT All LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 8. All WARNING SINS FOR NIGHT LANE CLOSURES SHAll BE IULUMINA TED OR REFl£CTORIZED. MAXIMUM SPACING OF C<JlES ALONG TANGENT (FEIT) ± 70 80 90 100 110 120 TABLE 3: SIGN SPACING, L3 APPROACH SPEED LESS THAN 25 MINIMUM DISTANCE IN FEET L3 BElYIHN • FROM LAST * SIGNS SIGN TO TAPER 100 100 25 TO 40 350 350 GREATER THAN 40 500 500 • EXACT SPACING MAY VARY DUE TO FIELD C<JlDITION "AS BUILT" RCE __ _ EXP,____ DATE REVIEWED BY, INSPECTOR DATE THE ENGINEER PREPARING THESE PLANS WIUL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. AILL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ~ I CITY OF CARIBBAD I rsH2E5ETS I t-----11----+----------------+---+--+----11----1L._JQJ_ lRANSPORTATI<Jil DEPAR'IMENT . t-----ll----+----------------+---+--+----11----1 BENCHMARK TRAmc STRIPING ANO SIGNING PLAN FOR: FLASHING ARROW SIGN PORTABLE FLASHING BEACON (SEE SIGNAGE NOTE #3) DESIGNED BY: -'M!i,JY.___ DA TE: JUN 2021 DESCRIPTION: 2.5• DISK STAMPED 2S 6215' MAGNOLIA A 1€ STORM DRAIN BASE PROVIDED BY: O'DAY CONSULTANTS TRAFFIC CONTROL PLAN BY: DRAWN BY: M,Y SCALE: AS SHOWN PROJECT MGR.: M. V JOB NO.: 000321 LOCATION: IIBT CURB OF VAllEY STREET 85 FT SOUTH OF AIAGNOUA Alf: K-RAIL :~~-..,/ I"') 1 "R AURBAN SYSTEMS ASSOCIATES, INC. t-----------------i ~ 8451 MIRALAHI DRIVE, SUIT£ •A• APPROVED: HOSSEIN AJIDEH CHANGEABLE MESSAGE SIGN K-RAIL (CONCRETE BARRIER TYPE 50) ~ SAN DIEGO. CA 92126, (858) 560-4911 © r ~ ENGINEER OF WORK: ANDREW P. SCHLAEFLI RECORD FROM: CITY OF CARLSBAD SURVEY CONTROi. POINT 120 PER R.QS. 17271 DATE: ELEVATION: 176.554 MS/. DA TUM: NGVD 1929 TE: 0930 ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY:___ 6608 5.31-6 RVWD BY: ... _______ _, .._ ___ __, FILE: 321-TC-01__A.dwg Jun 18, 2021 MVahabzadeh MANGOLIA AVENUEMANGOLIA AVENUEHIGHLAND DRIVEBRADY CIRCLEVALLEY STREETMANGOLIA AVENUETRAFFIC CONTROL PLAN FOR: MANGOLIA AVENUESCOTTISH RITE MISSION VALLEYSTAGE 1Exhibit 2LEGEND ~ = SIGN • = TRAFFIC CONE/DELINEATOR t = TYPE Ill BARRICADE ~ = FLASHING ARROW SIGN 48"X48" .. = DIRECTION OF TRAVEL ~ = FLAGGER 1 oo· TO LIMIT LI * = PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. ~ = EXISTING SIGN. W20-1 ~=WORK AREA 34+00 ---1----W20-1 NOTES: 35+00 W5-1 100'± W20-2 36"X18" END ROAD WORK G20-2 1. FLAGGER TO ASSIST WITH PEDESTRIAN TO CROSS MONGOLIA AVENUE DURING WORKING HOURS. 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 TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND AD.J.JSlMENTS 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 OTY 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 DAYTIME CLOSURES. FLASHING BEACONS SHALL BE PLACED AT ALL LOCATIONS INDICA 1ED DURING NIGHT LANE CLOSURES. 9. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL 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-02_A.dwg Jun 15, 2021 MVahabzadeh 36"X18" END ____ _, ROAD WORK G20-2 150' 48"X48" C12(CA) 48"X48" FLASHING ARROW SIGN 24"x30" KEEP ........ RIGHT R4-7a 167' MERGE TAPER 48"X48" 100' TO LIMIT LI 48"X48" W20-1 24"x30" KEEP ........ RIGHT R4-7a 30"X30" C30(CA) EXISTING STOP R1 -1 30" 155' BUFFER \! t// ' I ; / ( I \ I \ 36"X18" END ROAD WORK G20-2 30'" 24"x30" KEEP ........ 48"X48" W20-1 2411x30" KEEP ........ I \ RIGHT CONES 35' MAX. RIGHT SPACING (TYPICAL) R4-7a CURB R4-7a ~ ...::::-~-'-~-=~ ~-• • 48"X36" SIDEWALK a.OSED 1 AHEAD CROSS HERE / 36"X36" OPEN TRENCH □ 12' MIN. • • • 12' MIN. C27(CA) Rg-ii(L) TYPE Ill BARRICADE WITH PORTABLE YELLOW FLASHING BEACON (TYPICAL) NO PARKING ZONE 12"x18" NO PARKING ANY TIME 42-'00 • • • CURB TYPE Ill BARRICADE WITH PORTABLE YELLOW FLASHING BEACON (TYPICAL) 43+00 36"X18" 24"x30" END ROAD WORK KEEP G20-2 ........ RIGHT R4-7a • • 36"X36" C27(CA) TRAFFIC ON EXISTING ROAD CONSTRUCT STORM DRAIN ON MANGOLIA AVENUE • • CURB 12' MIN. • • 12' MIN. CONES 35' MAX. SPACING (TYPICAL) O' TO LI IT INE R26(CA) W20-1 24"x30" W20_1 EXISTING KEEP • .. CONES 35' MAX. SPACING (TYPICAL) • • • • • 12' MIN. C27(CA) NO PARKING ZONE 12"X18" l!!Q] PARKING ANY TIME R26(CA) • ........ RIGHT R4-7a • • 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 PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. STOP 36"X18" END ROAD WORK G20-2 = 24"x30" KEEP ........ RIGHT R4-7a 100· 100' TO X-WALK W20-1 PRELIMINARY PLANS 36"X36" 50+00 48"X48" 100· W20-1 51+00 36"X18" END OAD WORK G20-2 L 52➔ --1 SCALE: 1 "=40' 0 20 40 ---NOT FOR BID OR CONSTRUCTION PLANS NOT APPROVED BASE PROVIDED BY: O'DAY CONSULTANTS TRAFFIC CONTROL PLAN BY: URBAN SYSTEMS ASSOCIATES, INC. 8451 1,1/RALANI DRIVE, SUIT£ "'A# SAN 0/CGO, CA 92126, (858) 560-491' © ANDREW P. SCHLAEFLI -T.E. #930 DA TE fsHml I CITY OF CARLSBAD 11 SHEETS I l----+--1-----------------t---+---+--+---1 LJ.1._J. ENGINEERING DEPARTMENT . 25 APPROVED: GLEN K VAN PESKI 1-----f--+----------------+---+----f---+------1 CITY ENGINEER PE 41204 EXPIRES 3 31 13 DATE l-::-:-=:--l""C"C'.::-c:-+------------------t-::-:-=--t-:::::-:::-:7""1-:::-:-=--t-=;-;;-1 DWN BY: .---1 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ _ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: I DRAWl~G NO. ~-------PROJECT NO. VALLEY STREETMANGOLIA AVENUESTAGE 2Exhibit 2LEGEND ~ = SIGN • = lRAFFIC CONE/DELINEATOR * = TYPE Ill BARRICADE ~ = FLASHING ARROW SIGN • = DIRECTION OF lRAVEL ~ = FLAGGER * -PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. ~ = EXISTING SIGN. ~=WORK AREA \ I 40+00 \ I \ I ' I i / ( I \ I \ \ \ 41+00 42+00 36"X18'" END ROAD WORK G20-2 d 100' 48"X48" 36"X36" W20-1 NOTES: 1. THE CONlRACTOR IS RESPONSIBLE FOR lRAFFlC CONlROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND SlRIPING SHOWN ON THESE PLANS. 2. THE LOCATIONS OF lRAFFIC CONlROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST W5-1 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 LATEST EDITION) AND CONSISTENT WITH FIELD DURING CONSlRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 4. CONlRACTOR SHALL COORDINATE WITH MTDB/MTS lRANSIT DISlRICT FOR ANY lRANSIT CHANGES/COORDINATION PRIOR TO OBTAINING lRAFFIC CONlROL PERMIT. 5. CONlRACTOR SHALL REMOVE OR COVER ALL CONSlRUCTION SIGNS DURING NON-WORKING HOURS. 6. CONlRACTOR SHALL COVER ALL EXISTING CONFLICTING 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 Will-I 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 REFLECTORIZED. 10. CONlRACTOR SHALL SUBSTANTIALLY COMPLETE ALL PIPELINE INSTALLATION, PLACE 4" MIN ROLLER COMPACTED TEMPORARY AC, TEMPORARY SlRIPING, AND RESTORE ALL SIGNAGE TO THE SATISFACTION OF THE RESIDENT ENGINEER PRIOR TO INITIATING THE NEXT PHASE OF lRAFFIC CONlROL. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSlRUCTION OF SIGNAL OR SlRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. l1HIS PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONLYI FILE: 321-TC-03_A.dwg Jun 18, 2021 MVahabzadeh NOTES: 1. FLAGGER TO ASSIST WITH PEDESTRIAN TO CROSS MONGOLIA AVENUE AND VALLEY STREET DURING WORKING HOURS. 2. ALL SIDEWALK AND CROSSWALK SHALL BE OPEN TO THE PEDESTRIAN DURING NON WORKING HOURS. 12"X18" 1.u .!:!QI PARKING ANY TIME R26(CA) ~ 24"x30" KEEP ..... RIGHT CONES 35' MAX. SPACING (TYPICAL) R4-7o .. 43+00 44+00 ---1----+00 • -I 100· 100· 36"X36" C9A(CA) W3-4 • CONSTRUCTION CONTRACTOR AGREES 11-IAT IN ACCORDANCE Will-I GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 11-IE COURSE • OF CONSTRUCTION OF 11-IE PRO.ECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT 11-IIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURlHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION Will-I PERFORMANCE OF WORK ON 11-IIS PRO.ECT, EXCEPTING LIABILITY ARISING FROM 11-IE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL • • 46-t'OO • • • • • • • RROW SIGN , 167 M RGE APE • • • • • 12' MIN . • • • • C12(CA) NO PARKING ZONE 12"X18" l!:l2I PARKING ANY TIME R26(CA) PRELIMINARY PLANS • 48"X48" W20-1 36"X36" C9A(CA) 24"x30" b W3-4 24"x30" KEEP ..... RIGHT • • • • 155' BUFFER 36"X36" C27(CA) 12"x18" !!21 PARKING ANY TIME KEEP ..... RIGHT ffi ~ ,_ EXISTING • i5 (!) STOP ! R1-1 • • • EXISTING STOP R1-1 Lu z FLAGGER 2 (TYPICAL) (!) z :,,: "' .. R26(CA) 24"x30" 36"X18" END ROAD WORK G20-2 KEEP RIGHT R4-7o 36"X36" C9A(CA) UNAUTHORIZED CHANGES & USES CAUTION: NOT FOR BID OR CONSTRUCTION PLANS NOT APPROVED l : J -I • 1• I J1 J <D + 0 0 • • I • • • • I • 9 ~ l h 0 36"X18" END ROAD WORK G20-2 36"X36" W20-4 4"x3011 KEEP FLAGGER (TYPICAL) FLAGGER (TYPICAL) 36"X36" EXISTING STOP W3-4 R1 -1 100· 48"X36" ~00ifoP~ 2 "x30 KEEP ..... CROSS HERE R9-11(R) RIGHT TRAFFIC ON EXISTING ROAD CONSTRUCT STORM DRAIN ON MANGOLIA AVENUE FLAGGER NOTES: 1. CONTRACTOR SHALL PROVIDE FLAGGER IN THIS STAGEfPHASE. RADIO CONTACT MUST BE PROVIDED IF FLAGGERS DO NOT HAVE EYE CONTACT . 2. ILLUMINATED FLAGGER STATION SHALL BE REQUIRED. 50+00 36"X36" C9A(CA) 100· 51+00 48"X48" W20-1 36"X18" IEND7 ~ G20-2 52+01 -+ . FLAGGER R4-70 (TYPICAL) TYPE Ill BARRICADE WITH ----PORTABLE YELLOW FLASHING BEACON (TYPICAL) 24"x30" KEEP ..... J.---jRIGHT R4-7o 36"X36" W20-4 36"X36" 48"X48" W20-1 SCALE: 1 "=40' 0 20 40 ---"AS BUILT" RCE __ _ EXP,----REVIEWED BY· INSPECTOR DATE DATE THE ENGINEER PREPARING 11-IESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUlHORIZED CHANGES TO OR USES OF 11-IESE PLANS. ALL CHANGES TO 11-IE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY 11-IE PREPARER OF 11-IESE PLANS. ~ 1 CITY OF CARIBBAD I [SH2E5ETS I t-----+--+---------------+---+--+---+-----1 L...l£_J. 1RAN~TA110N DEPAR"IMENT . t-----+--+---------------+---+--+---+-----1 BASE PROVIDED BY: O'DAY CONSULTANTS TRAFFIC CONTROL PLAN BY: DESIGNED BY: _,M!i,JYL.,__ DA TE: JUN 2021 DRAWN BY: M,V SCALE: AS SHOWN PROJ::CT MGR.: M. V JOB NO.: 000321 URBAN SYSTEMS ASSOCIATES, INC. t-----------------, 8451 MIRALAHI DRIVE, SUITE •A• SAN DIEGO. CA 92126, (858) 5B0-4911 © ENGINEER OF WORK: ANDREW P. SCHLAEFLI DATE: TE: 0930 BENCHMARK DESCRIPTION: 2.s• DISK STAMPED 2S 6215' LOCATION: WEST CURB OF VALLEY STREET 85 FT S()(JTH OF MAGNOUA Alf: RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL POINT 120 PER R. as. 17271 ELEVATION: 176.554 MSl DATUM: NGVD 1929 11?Amc CONlROL PLAN FOR: MAGNOLIA A l.f" STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL OWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY:__ 6608 5.31-6 RVWD BY: VALLEY STREETMANGOLIA AVENUEBRADY CIRCLESTAGE 3Exhibit 2LEGEND ~ = SIGN • = TRAFFIC CONE/DELINEATOR * = TYPE Ill BARRICADE ~ = FLASHING ARROW SIGN a = DIRECTION OF TRAVEL ~ = FLAGGER * = PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. ~ = EXISTING SIGN. ~=WORK AREA \ I \ I \ I ' I i / ( / \ I \ I \ 36"X18" END ROAD WORK G20-2 □ 40+00 41+00 42+00 □ NOTES: 1. TIHE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING TIHE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON TIHESE PLANS. 2. TIHE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST □ MEET REQUIREMENTS OF TIHE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION) AND CITY TRAFFIC ENGINEER'S APPROVAL. 3. CHANNELIZATION TYPE SHALL CONFORM TO TIHE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION) AND CONSISTENT WITIH FIELD DURING CONSTRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 4. CONTRACTOR SHALL COORDINATE WITIH 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 WITIH WORK AREA PER CITY TRAFFIC ENGINEER'S APPROVAL. 8. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WllH FLAGS FOR DAYTIME CLOSURES. FLASHING BEACONS SHAU. BE PLACED AT All. LOCATIONS INDICA lED DURING NIGHT LANE CLOSURES. 9. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHAU. BE ILLUMINA lED OR REFLECTORIZED. 10. CONTRACTOR SHALL SUBSTANTIALLY COMPLETE ALL PIPELINE INSTALLATION, PLACE 4" MIN ROLLER COMPACTED TEMPORARY AC, TEMPORARY STRIPING, AND RESTORE ALL SIGNAGE TO TIHE SATISFACTION OF TIHE RESIDENT ENGINEER PRIOR TO INITIATING TIHE 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. !THIS PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONLY! FILE: 321-TC-04_A.dwg Jun 18, 2021 MVahabzadeh NOTES: 1. FLAGGER TO ASSIST WITH PEDESTRIAN TO CROSS MONGOLIA 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 ----1 100' 100' 100' 48"X48" W5-1 W20-1 C9A(CA) CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALI. Y ACCEPlED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR Will. BE REQUIRED TO ASSUME SOLE AND COMPLElE RESPONSIBILITY FOR JOB SllE CONDITIONS DURING THE COURSE W3-4 OF CONSTRUCTION OF THE PRO..ECT, INCLUDING SAFETY OF AU. PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHAU. BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMllED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND AU. LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL • .. 24"x30" KEEP ..... RIGHT • 46"i00 • • • CONES 35' MAX • SPACING (TYPICAL) 16' MIN. 4 +DO • • • • • • -15' MIN. • • • 36"X36" C12(CA) NO PARKING ZONE 12"x18" ~ PARKING ANY TIME R26(CA) -• • CURB UNAUTHORIZED CHANGES & USES PRELIMINARY PLANS 48"X48" W20-1 36"X36" C9A(CA) 36"X36" 24"x30" EXISTING • KEEP ..... RIGHT R4-7a • • • 155' BUFFER • STOP Rl -1 • • 36"X36" EXISTING STOP C27(CA) 12"X18" w z !!!QI 0 N PARKING c., ANY z TIME Si: R26(CA) 36"X18" END ROAD WORt< G20-2 Rl -1 24"x30" KEEP ..... RIGHT R4-7a 36"X36" C9A(CA) CAUTION: NOT FOR BID OR CONSTRUCTION PLANS NOT APPROVED c;> c;> -.J _+ 18 7 I (_ I o, f----'--->+ -;!; 0 • • ~ (,J T6 0 36"X18" END ROAD WORK G20-2 FLAGGER (TYPICAL) EXISTING STOP Rl -1 36"X36" W3-4 100' TRAFFIC ON EXISTING ROAD CONSTRUCT STORM DRAIN ON MANGOLIA AVENUE FLAGGER NOTES: 1. CONTRACTOR SHALL PROVIDE FLAGGER IN THIS STAGEfPHASE. RADIO CONTACT MUST BE PROVIDED IF FLAGGERS DO NOT HAVE EYE CONTACT. 2. ILLUMINATED FLAGGER STATION SHALL BE REQUIRED. KEEP ..... RIGHT R4-7a 50+00 36"X36" C9A(CA) 100' 51+00 4811X48" W20-1 36"X1811 IEND7 ~ G20-2 52+01 -+ . TYPE Ill BARRICADE WITH PORTABLE YELLOW FLASHING BEACON (TYPICAL) 36"X36" C27(CA) 36"X36" W3-4 36"X36" W20-4 48"X48" SCALE: 1 "=40' 0 20 40 ---"AS BUILT" RCE __ _ EXP., ___ _ REVIEWED BY· DATE W20-1 INSPECTOR DATE 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 WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ~ 1 CITY OF CARIBBAD I [SH2E5ETS I 1---1-----l--------------+---t--t---+-----I ~. 1RAN~TA110N DEPAR'IMENT . l---+--+-------------+---t--i----t---1 DESIGNED BY: -'M'"-'YL-_ DA TE: JUN 2021 BASE PROVIDED BY: O'DAY CONSULTANTS DRAWN BY: M,V SCALE: AS SHOWN TRAFFIC CONTROL PLAN BY: PROJECT MGR.: M.V JOB NO.: 000321 URBAN SYSTEMS ASSOCIATES, INC. \----------------, 8451 MIRALAHI DRIVE, SUITE •A• SAN DIEGO. CA 92126, (858) 5B0-4911 © ENGINEER OF WORK: ANDREW P. SCHLAEFLI DATE: TE: 0930 BENCHMARK DESCRIPTION: 2.s• DISK STAMPED 2S 6215' LOCATION: WEST CURB OF VALLEY STREET 85 FT S()(JTH OF MAGNOUA Alf: RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL POINT 120 PER R. as. 17271 ELEVATION: 176.554 MSI. DATUM: NGVD 1929 11?Amc CONlROL PLAN FOR: MAGNOLIA A l.f" STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DAlE DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL DWN BY: ___ PROJECT No: I DRAWING NO. CHKD BY:__ 6608 531-6 RVWD BY: VALLEY STREETMANGOLIA AVENUEBRADY CIRCLEMANGOLIA AVENUEMONROE STREETSTAGE 4Exhibit 2LEGEND ~ = SIGN • = TRAFFlC CONE/DELINEATOR :j: = TYPE 111 BARRICADE ~ = FLASHING ARROW SIGN • = DIRECTION OF TRAVEL ~ = FLAGGER * = PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. 40+00 \ I \ I \ I ' I ; / ( I \ I \ \ \ 41+00 / ~ = EXISTING SIGN. ~=WORK AREA □ 42+00 □ 36"X18" END ROAD WORK G20-2 □ W20-1 CONSlRUCTION CONlRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSlRUCTION PRACTICES, CONSlRUCTION CONlRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSlRUCTION OF THE PRO..ECT, 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 CONSlRUCTION CONlRACTOR 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 SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAmc CONTROL DURING THE INSTAULATION, REMOVAL OR MODIFlCATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIEUD CONDITIONS. HOWIEVER, ANY ADJUSTMENT MUST 43+00 MEET REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM TRAmc CONTROL DEVICES (MUTCD LATEST EDITION) AND CITY TRAmc ENGINEER'S APPROVAL. 3. CHANNELIZATION TYPE SHAUL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAmc CONTROL DEVICES (MUTCD LATEST EDITION) AND CONSISTENT WITH FlEUD DURING CONSTRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 4. CONTRACTOR SHALL COORDINATE WITH MllDB/MTS TRANSIT DISTRICT FOR ANY TRANSIT CHANGES/COORDINATION PRIOR TO OBTAINING TRAmc 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 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 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 FIEUD CONDITIONS. !TI-HS PLAN SHEET IS ACCURAlE FOR STAGE CONSTRUCTION WORK ONLY! FILE: 321-TC-05_A.dwg Jun 18, 2021 MVahabzadeh 44+00 ---1----24"x30" KEEP ..... RIGHT R4-7a • +00 • ----I ---• • • • • 100' 100' 36"XJ6" W5-1 BASE PROVIDED BY: O'DAY CONSULTANTS TRAFFIC CONTROL PLAN BY: FLASHING ARROW SIGN NO PARKING ZONE 12"x18" NO PARKING ANY TIIIE R26(CA) 24"x30" KEEP ..... RIGHT DESIGNED BY: _,M!i,JYL..__ DA TE: JUN 2021 DRAWN BY: M,V SCALE: AS SHOWN PROJ::CT MGR.: M. V JOB NO.: 000321 • 46-t'OO • • .,-------. URBAN SYSTEMS ASSOCIATES, INC. t------------------, 8451 MIRALAHI DRIVE. SUITE •A• SAN DIEGO. CA 92126, (858) 5B0-4911 © ENGINEER OF WORK: ANDREW P. SCHLAEFLI DATE: TE: 0930 • • 24"x30" KEEP ..... RIGHT 48"X48" W20-1 0 EXISTING STOP I I (lJ _+ 0 0 \ t I J u 36"X18" END ROAD WORK G20-2 EXISTING STOP Rl -1 TYPE Ill BARRICADE WITH TRAFFIC ON EXISTING ROAD CONSTRUCT STORM DRAIN ON MANGOLIA AVENUE 36,.X36" NARROW 24"x30" LANE KEEP C12(CA) ..... RIGHT CONES 35' MAX. SPACING (TYPICAL) R4-7a R1-1 't* ~11 It PORTABLE YELLOW FLASHING BEACON (TYPICAL) • • • • 12' MIN. • • 12' MIN . • • • CURB 30"X30" C30(CA) 36"X18" END ROAD WORK G20-2 • • • • • • 155' 1@ BUFFER 36"X36" \ I t STOP R1-1 b C27(CA) ti 36"X18" \ t END ¢, ROAD WORK G20-2 ¢, 48"X48" PRELIMINARY PLANS NOT FOR BID OR CONSTRUCTION PLANS NOT APPROVED 24"x30" KEEP ..... RIGHT R4-7a 48"X48" W20-1 -• 50+00 • I • ....! • • • • NO PARKING ZONE 12·x18" NO PARKING ANY TIME R26(CA) \ t SCALE: 1"=40' 0 20 40 ---"AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY· INSPECTOR DATE ~ 1 CITY OF CARIBBAD I [SH2E5ETS I 1----+--+---------------+---+--+----+-----1 L'...:....J. 1RAN~TA110N DEPARlMENT . t------ll----+----------------+----+--+-----11-----1 BENCHMARK DESCRIPTION: 2.s• DISK STAMPED 2S 6215' LOCATION: WEST CURB OF VALLEY STREET 85 FT S()(JTH OF MAGNOUA Alf: RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL POINT 120 PER R. as. 17271 ELEVATION: 176.554 MSI. DATUM: NGVD 1929 DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL DATE INITIAL CITY APPROVAL 11?Amc CONlROL PLAN FOR: MAGNOLIA A l.f" STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 6608 DRAWING NO. 531-6 VALLEY STREETMANGOLIA AVENUEMANGOLIA AVENUEMONROE STREETSTAGE 5Exhibit 2LEGEND ~ = SIGN • = TRAFFIC CONE/DELINEATOR + -TYPE Ill BARRICADE ~ = FLASHING ARROW SIGN • = DIRECTION OF TRAVEL ~ -FLAGGER * = PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. 9 = EXISTING SIGN. ~=WORK AREA 36"X18" END /'v /ROADWORK G20 2 ' V ~ ~~ V " --,, ' □ □ • LI I -., -\ " " . 42+00 43+00 44+00 ' . n ' I ' n V V I I 7111 CONSTRUCTION CONlRACTOR AGREES llHA T IN ACCORDANCE WlllH GENERALLY ACCEPTIED CONSTRUCTION PRACTICES, CONSlRUCTION CONlRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETIE RESPONSIBILITY FOR JOB SlllE CONDITIONS DURING llHE COURSE OF CONSlRUCTION OF llHE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, llHAT llHIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSlRUCTION CONlRACTOR FURTIHER AGREES TO DEFEND, INDEMNIFY AND HOUD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WlllH PERFORMANCE OF WORK ON llHIS PROJECT, EXCEPTING LIABILITY ARISING FROM llHE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: llHE ENGINEER PREPARING llHESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTIHORIZED CHANGES TO OR USIES OF llHESE PLANS. ALL CHANGES TO llHE PLANS MUST BE IN WRITING AND MUST BE APPROIIED BY llHE PREPARER OF llHESE PLANS. NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATIE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIEUD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST I MEET REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATIEST EDITION) AND CITY TRAFFIC ENGINEER'S APPROVAL 3. CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LA TIEST EDITION) AND CONSISTIENT WITH FIEUD DURING CONSTRUCTION. PROVIDE SECURE COVER OVER 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 MOUNTIED 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 ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WlllH 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 ILLUMINA lED OR REFl.£CTORIZED. 10. CONTRACTOR SHALL SUBSTANTIALLY COMPLETIE ALL PIPELINE INSTALLATION, PLACE 4" MIN ROLLER COMPACTIED TIEMPORARY AC, TIEMPORARY 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. l1HIS PLAN SHEET IS ACCURATE FOR STAGE CONSlRUCTION WORK ONLYI FILE: 321-TC-06_A.dwg Jun 18, 2021 MVohabzodeh ' " C V " V 0 V " " ' 24"x30" KEEP ..... RIGHT 48"X48" ROAD WORK AHEAD W20-1 EXISTING STOP ~ ~ ....,_ I I JJ' t v I Ii ~lti ;L ~~ I _._ \_ 36"X18" r---.._, END /--,=k.= l ROAD WORK G20-2 k EXISTING STOP f-24"x30" TRAFFIC ON EXISTING ROAD CONSTRUCT STORM DRAIN ON MANGOLIA AVENUE 24"'x30" KEEP ..... ~ TYPE Ill BARRICADE WITH R1-1 RIGHT PORTABLE YELLOW FLASHING RIGHT\ / BEACON (TYPICAL),\ R4-7a I ,-.._ R4 7a , , / / , , ,I I '-._ g· . \ V V V ' ' .. 36"X36" NARROW LANE C12(CA) ~ii// --~~~--"1 J ~ :s::: "-~~ 2 OO 12' MIN.--53+00 54 )> r= 51+Q() 5 + O • • • •, • I •·-,n;::::! %+00 ~+00 45+00 -+---_ ---_ --+-'-P,----------• 20' MIN . 1:= 4 50+00 • • , 1-• • • ~·►----''-➔• • +-_.L-• · v,,, 48+0 = /.-~~7u~ 1~• Ml~. • • I • • ~•-~•-• -=----''--_ ~.,._.,,.. 12'MIN. ';. •-=-a-/ • ~:::r: .....I 1~4f----l----t, -. .. • L • • ■JII""' • • ~--, .......-----c:: 10· MIN. • • • • • • • • • • • • r *==~~•~PF====i•' ----1--------' ' I I I I ... / ' CU~B I ./; '\'J ~ I I I I I 100· i----, 100' 48"X48" 36~/ ROAD ~ WORK ~EAD W5-1 W20-1 '-..,ll!FIM 1c l.( 36"X36" NARROW LANE C12(CA) 24"x30" KEEP ..... RIGHT[\ R4-7a 100· 20' MIN. I 10Q' ca ~ • J • • I • • • /; ,,-==•=·=·==· =·::·:J::~=1-r---;.,---~-f1~-7-r-~-~-,-~r====li~fl1====:r11=c#=c=7~~ 11 --.... 111111111 ~ v ~c:' -/ ;;ov, , , 11111111 ~ /;( CONES 35' MAX. ., , so• 100• ,,;! , SPACING (TYPIC6L) rr,," Q 1...... I "TJ'-'• ltur h,, MERGE TAPER 24"x30" -1+ KEEP g ..... RIGHT EXISTING~-"",__.,. I STOP R1-1 J t . ' . , ') ~-I \1111 I r PTVltr , BUFFER 36"X36" C di OPEN JRENCH NO PARKING ZONE C27(CA) R4-7a 12"X18" I !!!!I t~ 36"X18" -i,:;' 48"X48" , _-7 ROAD ...--WORK AHEAD PARKING ANY TIME R26(CA) ' END ¢-I , ROAD WORK G20-2 ¢-W20-1 ' -,, ---. * J ~--t 0 , f--48"X48" r -; 36"X36" ROAO WORK ROAD ~EAD NARROWS W5-1 W20-1 "V --'"/--/: -100'± 100· NO PARKING ZONE 36"X18" END ROAO WORK G20-2 J t BASE PROVIDED BY: O'DAY CONSULTANTS lRAFFIC CONTROL PLAN BY: DESIGNED BY: ...,Mll,JYL..__ DA TE: JUN 2021 DRAWN BY: M,V SCALE: AS SHOWN PROJ::CT MGR.: M. V JOB NO.: 000321 URBAN SYSTEMS ASSOCIATES, INC. t------------------, 8451 MIRALAHI DRIVE, SUITE •A• SAN DIEGO. CA 92126, (858) 5B0-4911 © ENGINEER OF WORK: ANDREW P. SCHLAEFLI DATE: TE: 0930 12"X18" ~ PARKING ANY TIME R26(CA) PRELIMINARY PLANS NOT FOR BID OR CONSTRUCTION PLANS NOT APPROVED BENCHMARK DESCRIPTION: 2.5" DISK STAMPED 2S 6215' LOCATION: WEST CURB OF VALLEY STREET 85 FT S()(JTH OF MAGNOUA Alf: RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL POINT 120 PER R. as. 17271 ELEVATION: 176.554 MSI. DATUM: NGVD 1929 "AS BUI T" RCE __ _ EXP, SCALE: 1"=40' DATE REVIEWED BY, INSPECTOR DATE ~ 1 CITY OF CARIBBAD I [SH2E5ETS I 1-----+--+---------------+---+--+---+-----1 ~. 1RAN~TA110N DEPAR'IMENT . t-----ll----+----------------+-----+--+----11-----1 DA TE INITIAL DA TE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL 11?Amc CONlROL PLAN FOR: MAGNOLIA A l.f" STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DAlE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 6608 DRAWING NO. 531-6 VALLEY STREETMANGOLIA AVENUEMANGOLIA AVENUEMONROE STREETSTAGE 6Exhibit 2LEGEND ~ = SIGN • = lRAFFIC CONE/DEUNEA TOR t = TYPE Ill BARRICADE ~ = FLASHING ARROW SIGN • -DIRECTION OF lRAVEL ~ = FLAGGER = PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. = EXISTING SIGN. 48"X48" ~=WORK AREA ROAD r--,,_ WORK AHEAD W20-1 ~ -0-EXISTING Ii STOP l 36"X18" END /J /ROADWORK R1-1 I I ~-4 G20-2 " -' .. <.;lllt--(1 . , K = • 48+00 = = )0 47+00 ' ' ~ ,= .. -= .. = ~ SI '" K ---. I -..___ II CU~B \ II' X '\} V --\, ,--, 100' 100' \48"X48" J6"XJ6" "'"?-,_.. IIE ROAD ROAD STOP WORK A/£/1) AHEAD W20-4 R1-1 W20-1 I\ t -•---' 36"X18" END ROAD WORK I I I G20-2 J k EXISTING I / STOP iti ~11 i R1 1 I~ I I ~11 --..-<11"uu ::: I • I 11111111 • V ' 11111111 " \ " ~ :f 1@ ~----\ t I ~ ~· "< k ~ I r 50+00 ~ " A -.. \" 100· 36"X36" ~ C9A(CA) 24"x30" KEEP ..... FLAGGER RIGHT \ CONES 35' MAX. (TYPICAL) R4 70 SPACING (TY~ICAL) \ ) ~ -NOTES: 1. ALL SIDEWALK AND CROSSWALK SHALL BE OPEN TO THE PEDESTRIAN DURING NON WORKING HOURS. 24"x30" TYPE Ill BARRICADE WITH FLAGGER KEEP ..... PORTABLE YELLOW FLASHING (TYPICAL) BEACON (TYPICAL) / 1no' RIGHT I R4 7a \UK~ I 111 I I II IZ J ... • " " ' . -• • • • • 054+00 • • • • • I 52+03/0 "x1+00 16' MIN. • • ... ' .. • • -' -+ ~ -• • • • • • • 16' MIN. • ... 12' MIN. ... /) " " • 24"x30V1 ✓ , . ~ FL~GGtR ' / / , / I llUI 36"X36" ,o: J " (TYPICAL) 85' I'd\" '-100' KEEP 0 j) "1--'iF l'ir OPEN 36"X36" ~ 36"X36" lRENCH ..... RIGHT BE OPEN R4-7a C27(CA) PREPARED TRENCH TO STOP W3 4 C27(CA) NO PARKING ZONE 12"X18" !!21 ~ 48"X48" PARKING ANY ---36"X18" I END c;> ROAD WORK G20-2 ¢ -NOTES: 1. THE CONlRACTOR IS RESPONSIBLE FOR lRAFFIC CONlROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND SlRIPING SHOWN ON THESE PLANS. 2. THE LOCATIONS OF lRAFFIC CONlROL DEVICES ARE APPROXIMATIE, AND ADJUSlMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES (MUTCD LATIEST EDITION) AND CITY lRAFFIC ENGINEER'S APPROVAL 3. CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES (MUTCD LATIEST EDITION) AND CONSISTIENT WITH FIELD DURING CONSlRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 4. CONlRACTOR SHALL COORDINATIE WITH MTDB/MTS lRANSIT DISlRICT FOR ANY lRANSIT CHANGES/COORDINATION PRIOR TO OBTAINING lRAFFIC CONlROL PERMIT. 5. CONlRACTOR SHALL REMOVE OR COVER ALL CONSlRUCTION SIGNS DURING NON-WORKING HOURS. 6. CONlRACTOR SHALL COVER ALL EXISTING CONFLICTING SIGNS ON MAST ARM AND GROUND MOUNTIED DURING CONSlRUCTION HOURS. 7. ALL ADVANCE CONSlRUCTION SIGNS AND lRANSITIONS SHALL BE ADJUSTIED IN ACCORDANCE WITH WORK AREA PER CITY lRAFFIC ENGINEER'S APPROVAL. 8. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME Q.OSURES. FLASHING BEACONS SHALL BE PLACED AT ALL LOCATIONS INDICA 1EO DURING NIGHT LANE CLOSURES. 9. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINA 1EO OR REFL£CTORIZED. 10. CONlRACTOR SHALL SUBSTANTIALLY COMPLETIE ALL PIPELINE INSTALLATION, PLACE 4" MIN ROLLER COMPACTIED TIEMPORARY AC, TIEMPORARY SlRIPING, AND RESTORE ALL SIGNAGE TO THE SATISFACTION OF THE RESIDENT ENGINEER PRIOR TO INITIATING THE NEXT PHASE OF lRAFFIC CONlROL ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSlRUCTION OF SIGNAL OR SlRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. ITHIS PLAN SHEET IS ACCURATE FOR STAGE CONSlRUCTION WORK ONLYI FILE: 321-TC-07 _A.dwg Jun 18, 2021 MVahabzodeh TIME ROAD WORK R26(CA) AHEAD W20-1 FLAGGER NOTES: 1. CONTRACTOR SHALL PROVIDE FLAGGER IN THIS STAGEfPHASE. RADIO CONTACT MUST BE PROVIDED IF FLAGGERS DO NOT HAVE EYE CONTACT. 2. ILLUMINATED FLAGGER STATION SHALL BE REQUIRED. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPlED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLElE RESPONSIBILITY FOR JOB SllE 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 LIMllED 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 PRO.ECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUlHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. DESIGNED BY: ....,MII.JYL........._ DA TE: JUN 2021 BASE PROVIDED BY: O'DAY CONSULTANTS DRAWN BY: t.4.V SCALE: AS SHOWN TRAFFIC CONTROL PLAN BY: PRMCT MGR.: ~M~.V __ JOB NO.: 000321 URBAN SYSTEMS ASSOCIATES, INC. t----------------, 8451 MIRAU.NI DRIVC, SU/TC "A" SAN DIEGO, CA 92126, (858) 560-4911 © ENGINEER OF WORK: ANDREW P. SCHLAEFLI DATE: TE: 0930 PRELIMINARY PLANS NOT FOR BID OR CONSTRUCTION PLANS NOT APPROVED BENCHMARK DESCRIPTION: 2.5" DISK STAMPED 2S 6215' LOCATION: WEST CURB OF VALLEY STREET 85 FT S()(JTH OF MAGNOUA Al£ RECORD FROM: CITY OF CARLSBAD SUR'EY CONTROL POINT 120 PER R. QS. 11271 ELEVATION: 116.554 MSL DATIJM: NGVD 1929 36"X36" 36"X36" ~ BE PREPARED TO STOP C9A(CA) W3-4 10n' 100' 1nn' !1 j I I I I ' ' I I -I " • " ' ... 57+00 20' MIN.55+00 56+00 -I I--... --20' MIN. " . V " " 1 II 1r I I I \" I r 24"x30" KEEP ..... RIGHT R4-7a TRAFFIC ON EXISTING ROAD CONSTRUCT STORM DRAIN ON MANGOLIA AVENUE J6"XJ6" 1K ROAD /IEAD W20-4 /1 r \ • -I --48"X48" / ROAD --~ WORK AHEAD . W20-1 \ 1nn' I /2/ I I .. " ' (1 • 58+00 --.. I 11 I 36"X18" ~ K G20-2 /0 e== = = 59ll>9 ~ . = ~ = = = t-' ~ 111111 ""I :,: --/ ' -' SCALE: 1 "=40' 0 20 40 ---\ "AS BUILT" RCE __ _ EXP, ___ _ REVIEWED BY• INSPECTOR ~ 1---1---t -f---I ---08 -~ ' 11111 / ) -~ ~ t '-\ / ' -I -( DATE DATE ~ 1 CITY OF C.ARIBBAD I rsH2E5ETS I t-----+--+---------------+---+--+----+----l ~. TRANSPORTATION DEPAR'IMENT . t-----+--+---------------+----+--+----+----l TRAmc CONTROi.. PLAN FOR: MAGNOLIA A l.f'" STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DAlE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY:__ 6608 5.31-6 RVWD BY: VALLEY STREETMANGOLIA AVENUEBRADY CIRCLESTAGE 7Exhibit 2LEGEND ~ = SIGN • = TRAFFIC CONE/DELINEATOR * = TYPE Ill BARRICADE ~ = FLASHING ARROW SIGN a = DIRECTION OF TRAVEL ~ = FLAGGER * = PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. ~ = EXISTING SIGN. ~=WORK AREA 100' TO LIMIT LINE 48"X48" W20-1 40+00 48"X48" W20-1 NOTES: \ I \ I \ I ' I i / ( / \ I \ I \ 36"X18" END ROAD WORK G20-2 3611X1811 END ROAD WORK G20-2 41+00 .. 100' W20-4 □ 42+00 □ 100· C9A(CA) 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 APPROXIMATIE, 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 LATIEST EDITION) AND CITY TRAFFIC ENGINEER'S APPROVAL 3. CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LA TIEST EDITION) AND CONSISTIENT WITH FIELD DURING CONSTRUCTION. PROVIDE SECURE COVER OVER CONFILICTING SIGNS. 4. CONTRACTOR SHALL COORDINATIE 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 CONFILICTING SIGNS ON MAST ARM AND GROUND MOUNTIED 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 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 REFLECTORIZED. 10. CONTRACTOR SHALL SUBSTANTIALLY COMPLETIE ALL PIPELINE INSTALLATION, PLACE 4" MIN ROLLER COMPACTIED 11Eh.4PORARY AC, TIEMPORARY 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. !THIS PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONLYI FILE: 321-TC-0B_A.dwg Jun 18, 2021 MVahabzadeh NOTES: 1. ALL SIDEWALK AND CROSSWALK SHALL BE OPEN TO THE PEDESTRIAN DURING NON WORKING HOURS. 36"X36" 24"x30" 24"x30" KEEP KEEP ..... ..... RIGHT RIGHT R4-7a CONES 35' MAX. SPACING (TYPICAL) 48"X48" W20-1 36"X36" C9A(CA) 36"X36" u 24"x30" EXISTING • KEEP ..... STOP RIGHT R4-7a R1 -1 t1 t 7 I (_ -.J _+ 18 l J I I o, _+ 0 0 I I J t t 111P 36"X18" END ROAD WORK G20-2 FLAGGER (TYPICAL) EXISTING STOP R1 -1 50' 36"X36" W3-4 100' TRAFFIC ON EXISTING ROAD CONSTRUCT STORM DRAIN ON MANGOLIA AVENUE FLAGGER NOTES: 1. CONTRACTOR SHALL PROVIDE FLAGGER IN THIS STAGEfPHASE. RADIO CONTACT MUST BE PROVIDED IF FLAGGERS DO NOT HAVE EYE CONTACT. 2. ILLUMINATED FLAGGER STATION SHALL BE REQUIRED. 36"X36" C9A(CA) 100' 36"X36" W20-4 4811X48" W20-1 100' • 44+00 45+00 -----:--1~.L----• • 46+00 • • ll=cll----+------1 .... ·!e'ec-f---=-"'12=::--' MIN. ~--50+00 • 52+01 -+ . 43+00 ---1----100' • 100' 36"X36" W3 4 LAGGER (TYPICAL) 100, CONSlRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSlRUCTION 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 CONSlRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND All LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. All CHANGES TO THE PLANS MUST BE IN VtRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. BASE PROVIDED BY: O'DAY CONSULTANTS TRAFFIC CONTROL PLAN BY: DESIGNED BY: ..JM.._yL..,__ DA TE: JUN 2021 DRAWN BY: M,V SCALE: AS SHOWN PROJ::CT MGR.: M. V JOB NO.: 000321 • • • • • • • • 12' MIN . CURB 155' BUFFER 36"X36" NO PARKING ZONE 12"X18" NO PARKING ANY TIME R26(CA) C27(CA) PRELIMINARY PLANS NOT FOR BID OR CONSTRUCTION PLANS NOT APPROVED BENCHMARK DESCRIPTION: 2.s• DISK STAMPED 2S 6215' LOCATION: WEST CURB OF VALLEY STREET 85 FT S()(JTH OF MAGNOUA Alf: URBAN SYSTEMS ASSOCIATES, INC. 1---------------8451 MIRALAHI DRIVE, SUITE •A• SAN DIEGO. CA 92126, (858) 5B0-4911 © ENGINEER OF WORK: ANDREW P. SCHLAEFLI DATE: TE: 0930 RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL POINT 120 PER R. as. 17271 ELEVATION: 176.554 MSI. DATUM: NGVD 1929 • EXISTING STOP R1 -1 .. t It 36"X18" END ~ ROAD WORK (,J G20-2 Tb 0 12' MIN. 36"X36" W3-4 KEEP ..... RIGHT R4-7a TYPE Ill BARRICADE WITH PORTABLE YELLOW FLASHING BEACON (TYPICAL) 36"X36" C9A(CA) 48"X48" W20-1 RCE 36"X18" END ROAD WORK G20-2 SCALE: 1 "=40' 0 20 40 ---"AS BUILT" EXP. REVIEWED BY· INSPECTOR DATE DATE ~ 1 CITY OF CARIBBAD I [SH2E5ETS I 1----+--+---------------+----+--+---+-----t LJ.Lj. 1RAN~TA110N DEPAR'IMENT . 1----+--+---------------+----+--+---+-----t 11?Amc CONlROL PLAN FOR: MAGNOLIA A l.f" STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY:__ 6608 531-6 RVWD BY: VALLEY STREETVALLEY STREETMANGOLIA AVENUEMANGOLIA AVENUEANDREA AVENUESTAGE 8Exhibit 2LEGEND ~ = SIGN • = TRAFFIC CONE/DELINEATOR * = TYPE Ill BARRICADE ~ = FLASHING ARROW SIGN a = DIRECTION OF TRAVEL ~ = FLAGGER * = PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. ~ = EXISTING SIGN. ~=WORK AREA "'' I!) ol 0 ~ ~ ! t 48"X48" 100' TO LIMIT LINE W20-1 36"X12" t DETOUR 36"X36" SC3(CA) 36"X18" 24"x30" EXISTING END KEEP ROAD WORK t ..... STOP G20-2 RIGHT C27(CA) rn R4-7a R1 -1 I r-6+00 7+00 "°;;;j►-1----8+00 L. 9+00 12' MIN. ----1---F ------- • I • • ,------'I..._,---• 48"X48" 100' W20-1 W5-1 W20-2 NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFlC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE LOCATIONS OF TRAFFlC 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 TRAFFlC CONTROL DEVICES (MUTCD LATEST EDITION) AND CITY TRAFFlC ENGINEER'S APPROVAL 3. CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFlC 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 TRAFFlC 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 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 TRAFFlC CONTROL. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF • p 100' EXISTING KEEP STOP ___,. R1 -1 RIGHT R4-7a 48"X24" SllEWALK a.osED ~OSS HERE R9-11a(L) 36"X18" END ROAD WORK G20-2 ~ ' t ii ,;-' I t 0 0 +-on I ~ BASE PROVIDED BY: O'DAY CONSULTANTS TRAFFIC CONTROL PLAN BY: 36"X12" + DETOUR SC3(CA) 36"X18" ~ ~ G20-2 EXISTING STOP R1 -1 24"x30" KEEP ..... RIGHT R4-7a CONES 35' MAX. SPACING (TYPICAL) 12"X18" NO PARKING ANY TIME R26(CA) NO PARKING ZONE 36"X36" C27(CA) NOTES: 1. ALL SIDEWALK AND CROSSWALK SHALL BE OPEN TO THE PEDESTRIAN DURING NON WORKING HOURS. 36"X36" 24"x30" KEEP ..... W5-1 R4-7a 100' 100' TRAFFIC ON EXISTING ROAD CONSTRUCT STORM DRAIN ON MANGOLIA AVENUE 48"X48" W20-1 IIE::~~=1't~~======Pr=1122'·'t:Mm1Nr. ==~~~b============;;:tf======......:.==~::::::::::::...=====:::::::::::::......==◄= .. =_~:;;;:::;:;;::::::::;:;;;:::::~----~-->::__---t __ 'y__ _______ __J_ _ ___\__ 0 "11+eo O O O O "12+t,O O • • • • o13+0Q 14+00 14+64 --~12' _MIN~. _ ___,,_..,...._::---____ I-• • _._ -------b 0 -b 0 -·o 0 -EXISTING STOP R1 -1 24"X24" R3-1 36"X12" I+ DETOUR I SC3(CA) 24"X24" -----i® R3-1 36"X36" W20-2 48"X48" W20-1 36"X18" SIDEWALK CLOSED R9-9 DESIGNED BY: _,M!i,JYL..__ DA TE: JUN 2021 DRAWN BY: M,V SCALE: AS SHOWN PROJ::CT MGR.: M. V JOB NO.: 000321 • • • 50' TYPE Ill BARRICADE WITH PORTABLE YELLOW FLASHING BEACON (TYPICAL) s::: )> G) z 0 r )> ~ fTl .&.M4-9(R) ,. t .&.SCJ(CA) t 125' SHIFTING TAPER MONROE ST. -~ -SCJ(CA) )> z 0 ;o ~ ~ fTl .. VALLET ST. W20-2 t DETOUR ROUTE PRELIMINARY PLANS NOT FOR BID OR CONSTRUCTION PLANS NOT APPROVED r-;-// ~ r-/ -,--.,_ / / I I SCJ(CA) 30"X24" DETOUR ~ M4-9tR 24"X18" END DETOUR M4-8a 36"X12" It DETOUR I SC3(CA) 36"X36" W20-2 NO SCALE /4 36"X18" END ROAD WORK G20-2 48"X36" SIDEWALK CLOSED AHEAD R9-11(MOD) 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 PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN YtfilllNG AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. SCALE: 1 "=40' 0 20 40 ---"AS BUILT" RCE __ _ EXP,----REVIEWED BY· INSPECTOR DATE DATE ~ 1 CITY OF CARIBBAD I [SH2E5ETS I t----+--+---------------+---+--+---+-----1 L...!.QJ. 1RAN~TA110N DEPAR'IMENT . t----+--+---------------+---+--+---+-----1 BENCHMARK DESCRIPTION: 2.s• DISK STAMPED 2S 6215' LOCATION: WEST CURB OF VALLEY STREET 85 FT S()(JTH OF MAGNOUA Alf: 11?Amc CONlROL PLAN FOR: MAGNOLIA A l.f" STORM DRAIN APPROVED: HOSSEIN AJIDEH SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. URBAN SYSTEMS ASSOCIATES, INC. t----------------, !TI·IIS PLAN SHEET IS ACCURAlE FOR STAGE CONSlRUCTION WORK ONLY! FILE: 321-TC-09_A.dwg Jun 18, 2021 MVahabzadeh 8451 MIRALAHI DRIVE, SUITE •A• SAN DIEGO. CA 92126, (858) 5B0-4911 © ENGINEER OF WORK: DATE: ANDREW P. SCHLAEFLI TE: 0930 RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL POINT 120 PER R. as. 17271 ELEVATION: 176.554 MSI. DATUM: NGVD 1929 ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY:__ 6608 5.31-6 RVWD BY: VALLEY STREETVALLEY STREETMANGOLIA AVENUEMANGOLIA AVENUEANDREA AVENUETAMARACK AVENUEVALLEY STREETSTAGE 9Exhibit 2LEGEND ~ = SIGN • = TRAFFIC CONE/DELINEATOR t = TYPE Ill BARRICADE ~ = FLASHING ARROW SIGN a = DIRECTION OF TRAVEL ~ = FLAGGER * = PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. ~ = EXISTING SIGN. ~=WORK AREA 36"X18" 24"x30" END KEEP ROAD WORK ...... G20-2 RIGHT r-6+00 48"X48" W20-1 'b 0 -36"X36" 'b 0 -C9A(CA) 36"X36" W3-4 ·o 0 -36"X36" EXISTING STOP R1 -1 C27(CA) r'-J' "' ol 0 ~,! t if I J t 7+00 ~►-1-----• 8+00 i:... 9+00 12' MIN. ----1---F -~-- • I • ,----+--48"X48" 100' 100' W20-1 W3-4 C9A(CA) 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 ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSlMENT 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 TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION) AND CONSISTENT WITH FIELD DURING CONSTRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 4. CONTRACTOR SHALL COORDINATE 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 ADJUSTED IN ACCORDANCE WITH WORK AREA PER OTY TRAFFIC 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 Q.OSURES. 9. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINAlED OR REFLECTORIZED. EXISTING STOP R1 -1 o· KEEP ...... RIGHT R4-7a ~t l t !i ...-36"X18" ! I t END ROAD WORK G20-2 0 0 +-"' I ~ 36"X18" END ROAD WORK G20-2 LAGGER (TYPICAL) EXISTING STOP 36"X18" SIDEWALK QOSED R9-9 11 +00 155' BUFFER 36"X36" C27(CA) 12"X18" l!!QI PARKING ANY TIME R26(CA) NO PARKING ZONE TAPER • • -f 12+ 0 • -----NOTES: 1. ALL SIDEWALK AND CROSSWALK SHALL BE OPEN TO THE PEDESTRIAN DURING NON WORKING HOURS. FLAGGER (TYPICAL) CONES 35' MAX. SPACING (TYPICAL) 100' 13+0o--/ ----------I-____ _.,__-----4 24"x30" KEEP ...... RIGHT R4-7a 100· 14+00 36"X36" C9A(CA) 100' 14+64 36"X36" TRAFFIC ON EXISTING ROAD CONSTRUCT STORM DRAIN ON MANGOLIA AVENUE 48"X48" • • • • • • • • • • • • • R1 -1 36"X36" W3-4 'b 0 -36"X36" C9A(CA) 'b 0 -48"X48" W20-1 DESIGNED BY: ..,M!i,JYL..__ DA TE: JUN 2021 12' MIN. ., CONSTIRUCTION CONTRACTOR AGREES TIHAT IN ACCORDANCE WITIH GENERALLY ACCEPTIED CONSTIRUCTION PRACTICES, CONSTRUCTION CONTIRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLElE RESPONSIBILITY FOR JOB SllE CONDITIONS DURING TIHE COURSE OF CONSTRUCTION OF TIHE PROJECT, INCWDING SAFETY OF ALL PERSONS AND PROPERTY, TIHAT TIHIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITIED TO NORMAL WORKING HOURS. AND CONSTIRUCTION CONTRACTOR FURTIHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITIH PERFORMANCE OF WORK ON TIHIS PROJECT, EXCEPTING LIABILITY ARISING FROM TIHE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: TIHE ENGINEER PREPARING TIHESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTIHORIZED CHANGES TO OR USES OF TIHESE PLANS. ALL CHANGES TO TIHE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY TIHE PREPARER OF TIHESE PLANS. PRELIMINARY PLANS NOT FOR BID OR CONSTRUCTION PLANS NOT APPROVED 48"X36" SIDEWALK CLOSED 1 AHEAD CROSS HERE R9-11 (L) I I I / / / / I R9-11(M0D) SCALE: 1 "=40' 0 20 40 ---"AS BUILT" RCE __ _ EXP, ___ _ REVIEWED BY, DATE INSPECTOR DATE ~ 1 CITY OF C.ARIBBAD I rsH2E5ETS I t-----11----+----------------+---+--+----11----1~-lRANSPORTATI<Jil DEPAR'IMENT . t-----ll----+----------------+---+--+----11----1 BENCHMARK TRAmc CONTROi. PLAN FOR: DESCRIPTION: 2.5' DISK STAMPED 2S 6215' MAGNOLIA A l.f" STORM DRAIN 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 BASE PROVIDED BY: O'DAY CONSULTANTS DRAWN BY: t.4.V SCALE: AS SHOWN 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. !THIS PLAN SHEET IS ACCURAlE FOR STAGE CONSTRUCTION WORK ONLY! FILE: 321-TC-10_A.dwg Jun 18, 2021 MVahabzadeh TRAFFIC CONTROL PLAN BY: PRMCT MGR.: ~M~.V~_JOB NO.: D00321 URBAN SYSTEMS ASSOCIATES, INC. t------------------, 8451 MIRAU.NI DRIVC, SU/TC "A" SAN DIEGO, CA 92126, (858) 560-4911 © ENGINEER OF WORK: ANDREW P. SCHLAEFLI DATE: TE: 0930 LOCATION: WEST CURB OF VALLEY STREET 85 FT S()(JTH OF MAGNOUA Al£ RECORD FROM: CITY OF CARLSBAD SUR'EY CONTROL POINT 120 PER R. QS. 11271 ELEVATION: 116.554 MSI. DATIJM: NGVD 1929 DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DAlE OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 6608 DRAWING NO. 531-6 VALLEY STREETVALLEY STREETMANGOLIA AVENUEMANGOLIA AVENUEANDREA AVENUEVALLEY STREETTAMARACK AVENUESTAGE 10Exhibit 2LEGEND ~ = SIGN • = TRAFFIC CONE/DELINEATOR t = TYPE Ill BARRICADE ~ = FLASHING ARROW SIGN a = DIRECTION OF TRAVEL ~ = FLAGGER * = PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. ~ = EXISTING SIGN. ~=WORK AREA 36"X18" END ROAD wellK G20-2 r-24"x30" KEEP .... RIGHT 48"X48" W20-1 0 0 -C9A(CA) 36"X36" W3-4 'b 0 -EXISTING STOP R1-1 ',J NI Ill it I I t 36"X18" ~ ~ G20-2 LAGGER (TYPICAL) 48"X36" SIDEWALi( CLOSED 6~~ CROSS HER, R9-11(R) FLAGGER NOTES: 1. CONTRACTOR SHALL PROVIDE FLAGGER IN THIS STAGEfPHASE. RADIO CONTACT MUST BE PROVIDED IF FLAGGERS DO NOT HAVE EYE CONTACT. 2. ILLUMINATED FLAGGER STATION SHALL BE REQUIRED. 12"X18" ~ PARKING ANY TIME R26(CA) NO PARKING ZONE 36"X18" EXISTING SIDEWALK CLOSED STOP 60' R9-9 155' TAPER BUFFER WORK /,MA R1-1 • • NOTES: 1. ALL SIDEWALK AND CROSSWALK SHALL BE OPEN TO THE PEDESTRIAN DURING NON WORKING HOURS. TRAFFIC ON EXISTING ROAD CONSTRUCT STORM DRAIN ON MANGOLIA AVENUE 48"X48" 36"X18" 36"X36" 100' TO X-WA END 36"X3611 ROAD WORK G20-2 W20-1 C9A(CA) 60' 100' 100' 150' TAPER FLAGGER {TYPICAL) Jml 0 • • 100' :s::: ,► 6+00 7+00 ~►-1----8+00 L. 9+00 12' MIN. ----1---r _ ___.__ - • I • • ;-,----f--• 11+00 • • 13+00 ---I----"I-• • • • 1"--1-0~ 14+64 oc=:j ~::r: -• 100' 48"X48" 36"X36" W3-4 W20-1 W20-4 C9A(CA) 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 ADJUSlMENTS 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 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 DAYTIME Q.OSURES. FLASHING BEACONS SHALL BE PLACED AT ALL LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 9. ALL WARNING SIGNS FOR NIGHT LANE Q.OSURES SHALL 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. In-us PLAN SHEET 1s ACCURATE FOR STAGE coNsTRuc11ON WORK ONLY! FILE: 321-TC-11 _A.dwg Jun 18, 2021 MVohobzadeh ---. ~ • • • • • • • • • • • • • • • 12' MIN. al 24"x30" 100' ~ r, KEEP .... EXISTING EXISTING RIGHT 8 KEEP .... ~ t STOP R4-7a RIGHT ·o 0 -R1 -1 R4-7a R1 -1 ~t 36"X36" W3-4 ~ t 0 0 -!! '<I-36"X36" C9A(CA) 'b 0 -3611X1811 ~ I t END 48"X48" ROAD WORK G20-2 0 D +-Ill I ~ W20-1 PRELIMINARY PLANS 12' MIN. {r {r 7111111111 TYPE Ill BARRICADE WITH KEEP PORTABLE YELLOW FLASHING CONES 35' MAX. SPACING (TYPICAL) 24 .. x30 .... BEACON (TYPICAL) RIGHT R4-7a C27(CA) 36"X36" KEEP .... RIGHT R4-7a 100' 36"X18" END ROAD wellK G20-2 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 PRO.ECT, 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 PRO.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 LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. • • • • • • 12' MIN. • • 24"x30" 48"X36" KEEP .... RIGHT R4-7a SllEWALK CLOSED I AH0P CROSS HERE R9-11(L) I I I / I I v -0-48"X36" SIDEWALK CLOSED AHEAD R9-11(M0D) / 36"X36" SCALE: 1 "=40' 0 20 40 ---W20-4 "AS BUILT" RCE __ _ EXP, ___ _ REVIEWED BY• INSPECTOR ;;cc ,z fT1 fT1 :Jen fT1 fT1 DATE DATE NOT FOR BID OR CONSTRUCTION PLANS NOT APPROVED ~ 1 CITY OF C.ARIBBAD I rsH2E5ETS I 1----+--+---------------+---+--+---+----1 Ll!LJ. lRANSPORTATION DEPAR'IMENT . 1----+--+---------------+---+--+---+----l DESIGNED BY: _,M!i,JYL..__ DA TE: JUN 2021 BASE PROVIDED BY: O'DAY CONSULTANTS DRAWN BY: t.4.V SCALE: AS SHOWN TRAFFIC CONTROL PLAN BY: PRMCT MGR.: ~M~.V __ JOB NO.: 000321 URBAN SYSTEMS ASSOCIATES, INC. 1-----------------, 8451 MIRAU.NI DRIVC, SU/TC "A" SAN DIEGO, CA 92126, (858) 560-4911 © ENGINEER OF WORK: ANDREW P. SCHLAEFLI DATE: TE: 0930 BENCHMARK DESCRIPTION: 2.5" DISK STAMPED 2S 6215' LOCATION: WEST CURB OF VALLEY STREET 85 FT S()(JTH OF MAGNOUA Al£ RECORD FROM: CITY OF CARLSBAD SUR'EY CONTROL POINT 120 PER R. QS. 11271 ELEVATION: 116.554 MSI. DATIJM: NGVD 1929 TRAmc CONTROi.. PLAN FOR: MAGNOLIA A l.f" STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY:__ 6608 5.31-6 RVWD BY: VALLEY STREETMANGOLIA AVENUESTAGE 11Exhibit 2LEGEND ~ = SIGN • = lRAFFIC CONE/DELINEATOR * = TYPE Ill BARRICADE ~ = FLASHING ARROW SIGN • = DIRECTION OF lRAVEL ~ = FLAGGER * -PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. ~ = EXISTING SIGN. ~=WORK AREA I> \ I ) \ I \ I ' I i / ( / / \ I \ i, I \ 1r ~11 ~~ 111111 II II II II """-I I I □ 40+00 41+00 42+00 ' ' I ' NOTES: 1. THE CONlRACTOR IS RESPONSIBLE FOR lRAFFIC CONlROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND SlRIPING SHOWN ON THESE PLANS. 2. THE LOCATIONS OF lRAFFIC CONlROL DEVICES ARE APPROXIMATE, AND ADJUSlMENTS 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 LATEST EDITION) AND CONSISTENT WITH FIELD DURING CONSlRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 4. CONlRACTOR SHALL COORDINATE WITH MTDB/MTS lRANSIT DISlRICT FOR ANY lRANSIT CHANGES/COORDINATION PRIOR TO OBTAINING lRAFFIC CONlROL PERMIT. 5. CONlRACTOR SHALL REMOVE OR COVER ALL CONSlRUCTION SIGNS DURING NON-WORKING HOURS. 6. CONlRACTOR SHALL COVER ALL EXISTING CONFLICTING 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 INSTAU.ATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME a.OSURES. 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 REFLECTORIZED. 10. CONlRACTOR SHALL SUBSTANTIALLY COMPLETE ALL PIPELINE INSTALLATION, PLACE 4" MIN ROLLER COMPACTED TEMPORARY AC, TEMPORARY SlRIPING, AND RESTORE ALL SIGNAGE TO THE SATISFACTION OF THE RESIDENT ENGINEER PRIOR TO INITIATING THE NEXT PHASE OF lRAFFIC CONlROL. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSlRUCTION OF SIGNAL OR SlRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. !THIS PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONLYI FILE: 321-TC-12_A.dwg Jun 18, 2021 MVahabzadeh I it LV . . NOTES: 1. FLAGGER TO ASSIST WITH PEDESTRIAN TO CROSS MONGOLIA AVENUE AND VALLEY STREET DURING WORKING HOURS. 2. ALL SIDEWALK AND CROSSWALK SHALL BE OPEN TO THE PEDESTRIAN DURING NON WORKING HOURS. ' 36"X18" ROA~~RKI G20-2 -,, I I I V " I . 24"x30" KEEP ..... ~ONES 35' MAX. RIGHT SPACING (TYPICAL) R4-7a -~ 1 ' " V " '\. ,......_ '\. '-,II JI-K' 1 48"X48" I ROAD I\URK AHEAD,,,e--~ ------.(~ W20-1 36"X36" ROAD NARROWS W5-1 24"x30" EXJSTING • l -.J _+ 18 ~I -7~ I (_ -, I o, f-------'->+ -;!; 0 -'-36"X18" LN END ROAD WORK G20-2 I I FLAGGER J k EXISTING 100' 48"X48" ROAD WORK AHEAD W20-1 \ \ 43+00 ., 44+00 45+00 46+00 ----1----------+------e 47+~ IN. " 12' MIN. ' ' LJ ---1 ---I I I I ""' 100· 48"X48" ROAD WORK AHEAD W20-1 I I I~ rnn' 36"X36" ROAD NARROWS W5-1 • CONSTIRUCTION CONTIRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTIRUCTION PRACTICES, CONSTIRUCTION CONTIRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTIRUCTION 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 CONSTIRUCTION CONTIRACTOR 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 UNAUlHORIZED CHANGES & USES CAUTION: r -. • • • • • • • I v <:; , CU~B 1 o' ~ SH1r TING I APER \ NARROW LANE C12(CA) NO PARKING ZONE 12"x1 s" !!QI PARKING ANY TIME R26(CA) PRELIMINARY PLANS • • ~, '" K / ~ 12. M s ' ,, EXISTING [+-¢~g~~) 155' / I m O 11~ BUFFER / --i-il<l!V• 36.X18.Vw EXISTING • I SIDEWALK • CLOSED w STOP 1i I ~-_,_ STOP R9-9 ~ ~ . Rl-1 • r-TYPE Ill BARRICADE WITH " l t 'r--PORTABLE YELLOW FLASHING ~ BEACON (TYPICAL) 0 Rl-1 z "' ~ ll. ~i 36"X18" SIDEWALK CLOSED R9-9 36"X18" END -'--ie-t-10 c;> c;> -ROAD WORK ~~· G20-2 . I ti I i~ -48"X48" ROAD 0 ) WORK I AHEAD W20-1 . ~ (,J T6 0 ' NOT FOR BID OR CONSTRUCTION PLANS NOT APPROVED . A I■ " " TRAFFIC ON EXISTING ROAD CONSTRUCT CURB GUTTER AND CURB RAMP AT SOUTH WEST CORNER " " I I l 36"X18" ¾,. END ROAD WORK G20-2 // c;> I t-JJ SCALE: 1 "=40' 0 20 40 ---"AS BUILT" RCE ___ EXP,----DATE REVIEWED BY· INSPECTOR 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 MUST BE IN \\RITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. l---+-----+------------+----+---+------,f------1 CTu I C~J,£~,,£~~~ 11 ~ BASE PROVIDED BY: O'DAY CONSULTANTS TRAFFIC CONTROL PLAN BY: ''IIBAN SYSTEMS ASSOCIATES, INC. 8451 MIRALAHI DRIVE, SUITE •A• SAN DIEGO. CA 92126, (858) 5B0-4911 © r ~ DESIGNED BY: _,M!i,JYL..__ DA TE: JUN 2021 DRAWN BY: M,V SCALE: AS SHOWN PROJ::CT MGR.: M. V JOB NO.: 000321 ENGINEER OF WORK: DATE: ANDREW P. SCHLAEFLI TE: 0930 BENCHMARK DESCRIPTION: 2.s• DISK STAMPED 2S 6215' LOCATION: WEST CURB OF VALLEY STREET 85 FT S()(JTH OF MAGNOUA Alf: RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL POINT 120 PER R. as. 17271 ELEVATION: 176.554 MSI. DATUM: NGVD 1929 11?Amc CONlROL PLAN FOR: MAGNOLIA A l.f" STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: ---1 PROJECT NO. I DRAWING NO. CHKD BY:__ 6608 5.31-6 RVWD BY: VALLEY STREETMANGOLIA AVENUESTAGE 12Exhibit 2LEGEND ~ = SIGN • = lRAFFIC CONE/DELINEATOR * -TYPE Ill BARRICADE ~ = FLASHING ARROW SIGN • -DIRECTION OF lRAVEL ~ = FLAGGER * = PORTABLE YELLOW FLASHING BEACON FOR NIGHT TIME. ~ = EXISTING SIGN. ~ = WORK AREA 42+00 ' ' " 43+00 [) ' I I I ) □ II ~ II I I NOTES: 1. llHE CONlRACTOR IS RESPONSIBLE FOR lRAFFIC CONlROL DURING llHE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND SlRIPING SHOWN ON llHESE PLANS. 2. llHE LOCATIONS OF lRAFFIC CONlROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO h.lEET FIELD CONDlllONS. HOWEVER, ANY ADJJSTMENT h.lUST MEET REQUIREMENTS OF llHE CALIFORNIA MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES (MUTCD LATEST EDlllON) AND CITY lRAFFIC ENGINEER'S APPROVAL. 3. CHANNEUZA TION TYPE SHALL CONFORM TO llHE CALIFORNIA MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES (MUTCD LATEST EDlllON) AND CONSISTENT WlllH FIELD DURING CONSlRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 4. CONlRACTOR SHALL COORDINATE WlllH MTDB/MTS lRANSIT DISlRICT FOR ANY lRANSIT CHANGES/COORDINATION PRIOR TO OBTAINING lRAFFIC CONlROL PERMIT. 5. CONlRACTOR SHALL REMOVE OR COVER ALL CONSlRUCTION SIGNS DURING NON-WORKING HOURS. 6. CONlRACTOR SHALL COVER ALL EXISTING CONFLICTING SIGNS ON MAST ARM AND GROUND h.lOUNTED DURING CONSlRUCTION HOURS. 7. ALL ADVANCE CONSlRUCTION SIGNS AND 1RANSl110NS SHALL BE ADJUSTED IN ACCORDANCE WlllH WORK AREA PER CITY lRAFFIC ENGINEER'S APPROVAL. 8. ALL ADVANCE WARNING SIGN INSTAllATIONS SHALL BE EQUIPPED WllH FLAGS FOR DAYTIME CLOSURES. FLASHING BEACONS SHALL BE PLACED AT ALL LOCATIONS INDICA 1ED DURING NIGHT LANE CLOSURES. 9. ALL WARNING SIGNS FOR NIGHT LANE Q.OSURES SHALL BE ILLUMINATED OR REFLECTORIZED. 10. CONlRACTOR SHALL SUBSTANTIALLY COMPLETE ALL PIPELINE INSTALLATION, PLACE 4" MIN ROLLER COMPACTED TEMPORARY AC, TEMPORARY SlRIPING, AND RESTORE ALL SIGNAGE TO llHE SATISFACTION OF llHE RESIDENT ENGINEER PRIOR TO INlllATING llHE NEXT PHASE OF lRAFFIC CONlROL. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSlRUCTION OF SIGNAL OR SlRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNh.lENTAL REQUIREMENTS/STANDARDS OR FIELD CONDlllONS. !lHIS PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONLY! FILE: 321-TC-13_A.dwg Jun 18, 2021 MVahabzadeh 36"X36" NARROW LANE 48"X48" ROAD WORK AHEAD~------~ I W20-1 -I '.?' f-----'-,.1--, g r-I I J _._ 36"X18" l~ END ROAD WORK G20-2 -FLAGGER 24"x30" g C12(CA) ~ u t t EXISTING KEEP 24"x30" EXISTING -\ ...... 24"x30" ~ • V STOP RIGHT TYPE 111 BARRICADE WITH KEEP STOP R4 7 PORTABLE YELLOW FLASHING KEEP ...... ~ / -a BEACON (TYPICAL) 48"X48" ROAD WORK AHEAD TRAFFIC ON EXISTING ROAD CONSTRUCT CURB GUTTER AND CURB RAMP AT SOUTH WEST CORNER 36"X18" END /ROADWORK G20 2 ..... ~ONES 35' MAX. RIGHT -1 ~ R1-1 100' // RIGHT SPACING (TYPICAL) ;\, W20-1 , ,, R4-;:70 ' "~ ,' n I TYPICAL);, / 1 ~~;~!~~1\s~~~-~:t--'~t-/t-::~~~-~-~'-ll:~--~~-----~1-,1-;;,;--~~--~.~\=~-~tl~1~-~~h/,1/vfi I ' I I I " ' ,, I " I' • 45+00 \ ~ e=-, I _ 50+, oo _ -+ 46+00 44+00 ---1 -------I ---------+---'~Ille "" -~, ~I '' " ~ ~-: ~~ / / -_;" / 51+00 --~~ 52+00 __.... 47+00 20 IN. 48+ ,,:~~TVV 10' MIN. '-• ---------+' ----' " ,-. I -' __ __j 12'_M,..1N-.-----------t-~. .~ \ 0' M~~--:· ~O'MI~.•-• •'I_ --' • • • -. ~ I I ' I ,----__ • • • • • • • • ' '7-L",,, / -• -I I CURB C:::I 11-\NA K I mi &11 ~ -,: " I " FLAGGER----1' ',:\' q~ ~)i ~ ,_,. I ~ ~ 100' rnn' , (TYPICAL) I\, 1"1 ';.\, -.,--,--FLAGGER ~ __ _1QQ'... ___ -4-~~--....l!lL---~-75HTFiTI1~o~o·i'AJ5iT--f--~\G~~;--s&1SrF5IR-~~~J---1 -~•l[_.,.'---IF1: f--.,_ (TYPICAL) ER BUFFER ,.-----I , :>HI~ 1ING TAI' 36"X36" EXISTING / z z • i"f 36"X18" 36"X36" 48"X48" ROAD NARROWS ROAD WORK AHEAD W5-1 W20-1 .. NOTES: 1 . FLAGGER TO ASSIST WITH PEDESTRIAN TO CROSS MONGOLIA AVENUE AND VALLEY STREET DURING WORKING HOURS. 2. ALL SIDEWALK AND CROSSWALK SHALL BE OPEN TO THE PEDESTRIAN DURING NON WORKING HOURS. PRELIMINARY PLANS NOT FOR BID OR CONSTRUCTION PLANS NOT APPROVED CONSTRUCTION CONTRACTOR AGREES lHAT IN ACCORDANCE Will-I GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDlllONS DURING 11-IE COURSE OF CONSTRUCTION OF 11-IE PROJECT, INCWDING SAFETY OF ALL PERSONS AND PROPERTY, 11-IAT 11-IIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTI-IER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY ANO ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION Will-I PERFORMANCE OF WORK ON 11-IIS PROJECT, EXCEPTING LIABILITY ARISING FROM 11-IE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES & USES CAUTION: NARROW LANE C12(CA) NO PARKING ZONE 12"X18" !!!QI PARKING ANY TIME R26(CA) R1-1 36"X18" END ROAD WORK G20-2 R9-9 24"x30" K KEEP I f i'. "' ...... ~ It RIGHT ~ ~ iil R4-7a T • l : ' 24"x30" "~ • '"~ ~v~ i . ---~-RIGHT I-:¥--g • , R4-7a • • ' > ~ l,J Tb 0 ' ' e'i <l. < • >-g (!) ~z E vi 36"X36" ROAD NARROWS W5-1 36"X36" NARROW LANE vi.----~ C12(CA) 1; = 12 ~ ' J I h r--' j I I ' . 48"X48" ROAD WORK -c __.1--~AHEAD 'e.--W20-1 -r " " ' 36"X18" s:I R9-9 , " 12"X18" !!QI PARKING ANY TIME R26(CA) ' ' I 36"X18" END :I ROAD WORK G20-2 I II ' ' JJ SCALE: 1 "=40' 0 20 40 ---"AS BUILT" RCE __ _ EXP, ___ _ REVIEWED BY, INSPECTOR DATE DATE 11-IE ENGINEER PREPARING 11-IESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTI-IORIZED CHANGES TO OR USES OF 11-IESE PLANS. ALL CHANGES TO 11-IE PLANS MUST BE IN \\RITING AND MUST BE APPROVED BY 11-IE PREPARER OF 11-IESE PLANS. 1---+-----f-----------+---+---+------,f-------l cm I c~1.£~TI£~~ 11 ~ BASE PROVIDED BY: O'DAY CONSULTANTS TRAFFIC CONTROL PLAN BY: DESIGNED BY: ..,M!i,JYL..__ DA TE: JUN 2021 DRAWN BY: t.4.V SCALE: AS SHOWN PRMCT MGR.: M, V JOB NO,: 000321 A URBAN SYSTEMS ASSOCIATES, INC. t---------------, ~ 8451 MIIW.ANI DRIVC, SU/TC "A" ~ SAN DIEGO, CA 92126, (858) 560-4911 © ENGINEER OF WORK: r DATE: -~ ANDREW P. SCHLAEFLI TE: 0930 BENCHMARK DESCRIPTION: 2.5" DISK STAMPED 2S 6215' LOCATION: WEST CURB OF VALLEY STREET 85 FT S()(JTH OF MAGNOUA Al£ RECORD FROM: CITY OF CARLSBAD SUR'EY CONTROL POINT 120 PER R. QS. 11271 ELEVATION: 116.554 MSI. DATIJM: NGVD 1929 TRAmc CONTROi.. PLAN FOR: MAGNOLIA A l,f' STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DAlE INITIAL OlHER Af>PROVAL CITY APPROVAL DWN BY: ---1 PROJECT NO. I DRAWING NO. CHKD BY:__ 6608 5.31-6 RVWD BY: Exhibit 2LEGEND BEGIN DETAIL PER CALTRANS STANDARD PLANS. END DETAIL PER CALTRANS STANDARD PLANS. BEGIN RED CURB. END RED CURB 12" SOLID WHITE LINE (X-WALK OR LIMIT LINE) PER CALTRANS STANDARD PLANS. (THERMOPLASTIC) ~ = TRAFFIC SIGN f ~ EXISTING TRAFFIC SIGN CONSlRUCTION CONTRACTOR AGREES lHAT IN ACCORDANCE WllH GENERALLY ACCEPTED CONSlRUCTION PRACTICES, CONSlRUCTION 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 lHIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FURlHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WllH PERFORMANCE OF WORK ON lHIS PRO.ECT, EXCEPTING LIABILITY ARISING FROM lHE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: lHE ENGINEER PREPARING lHESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUlHORIZED CHANGES TO OR USES OF lHESE PLANS. ALL CHANGES TO lHE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY lHE PREPARER OF lHESE PLANS. !THIS PLAN SHEET ACCURATE FOR SIGNING AND STRIPING WORK ONLY! FILE: 321-PD-01 _A.dwg Jun 18, 2021 MVahobzadeh BASE PROVIDED BY: O'DAY CONSULTANTS TRAFFIC CONTROL PLAN BY: STRIPING AND SIGNING: 1. 2. 3. 4. 5. 6. 7. 8. The contractor is responsible for installation of all signing and striping. All signing, striping and pavement markings shall conform to the California Manual on Uniform Traffic Control Devices (Latest Version), The Caltrans Standard Specifications (2012 or latest version thereof), these plans and the Special Provisions. All signing and striping is subject to the approval of the Transportation Director or his representative, priar to installation. Any deviation from these signing and striping plans shall be approved by the Engineer of Work and Transportation Director prior to any change In the field. All striping shall be reflective per Caltrans specification. Striping shall be repainted two weeks after Initial painting. All signoge shall be reflective per ASTM designation D4956 and shall use type IV prismatic reflective sheeting (High Intensity Prismatic or equal) unless otherwise specified. Prior to final acceptance of street improvements, oll street striping and markings within a 500' perimeter of the construction project will be restored to a "like new" condition, in manner meeting the approval of the City Inspector. Exact location of striping and stop limit lines shall be approved by the Public Works Director or his representative prior to Installation. 9. Contractor shall remove all conflicting painted lines, markings and pavement legends by grinding. Debris shall be promptly removed by the contractor. 10. All pavement legends shall be the latest version of the Caltrans stencils. 11. Limit lines and crosswalks shall be field located. Crosswalks shall have 10' inside dimension unless otherwise specified. 12. All crosswalks, limit lines, stop bars, pavement arrows and pavement legends shall be thermoplastic unless otherwise specified. 13. 14. 15. 16. 17. 18. 19. Fire hy,:!rant 11avement markers shall i;onform to the California Manual on Uniform Traffic Control Devices (Latest Version), and Son Diego Regional Standard Drawing M-10. All median noses and flares shall be painted yellow. All signs shall b'-standard slz11_ as shown In the Califomla manual on Uniform Traffic Control Devices \Latest Version) unless otherwise specified. Sign posts shall be square perforated steel tubing with breokawoy base per Son Diego Regional Standard Drawing M-45. When a sign Is attached to a pole, It shall be mounted using o standard City of Carlsbad approved mounting bracket with straps. Existing signs removed by the contractor shall be delivered by the contractor to the City of Carlsbad Public Works Yard at 405 Ook Avenue. All signs shown on these plans shall be new signs provided and installed by the contractor except those signs specifically shown as existing to be relocated or to remain. PRELIMINARY PLANS NOT FOR BID OR CONSTRUCTION PLANS NOT APPROVED DESIGNED BY: -'M .... y.,__ __ DA TE: JUN 2D21 DRAWN BY: M,Y SCALE: AS SHOWN PROJECT MGR.: M. V JOB NO.: 000321 BENCHMARK DESCRIPTION: 2.5" DISK STAMPED 2S 6215" LOCATION: IIBT CURB OF VAllEY STREET 85 FT SOUTH OF AIAGNOUA Alf: AURBAN SYSTEMS ASSOCIATES. INC. t--------------------1 ~ 8451 II/RAU.NI DRIVE, SUIT£ "A" ~ SAN DIEGO. CA 92128, (858) 560-4911 © ENGINEER OF WORK: RECORD FROM: CITY OF CARLSBAD S/JR'EY CONTROi. POINT 120 PER R.O.S. 17271 r DATE: ELEVATION: 176.554 MS/. DA TUM: NGVO 1929 ANDREW P. SCHLAEFLI TE: 0930 NOlES: 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LA TEST VIERSION) 3. IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1 THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED MAY 2012 SHALL BE IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE VIEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND AD.AJSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVIER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVIE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL. 5. CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VIERSION) AND CONSISTENT WITH FIELD CONDITIONS DURING CONSTRUCTION. PROVIDED SECURE COVER OVIER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVIERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVIE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVIEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVIEMENT MARKINGS. B. CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINATION. "AS BUILT" RCE __ _ EXP, ___ _ REVIEWED BY• DATE INSPECTOR DATE ~ 1 CITY OF CARIBBAD I rsH2E5ETS I 1------11----+----------------+---+--+-----11-----1~-lRANSPORTATI<Jil DEPAR'IMENT . t----+------11------------------+---+---+----I------I TRAmc CONTROL PLAN FOR: MAGNOLIA A l.f" STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER PE 75991 EXPIRES 6/30/22 DA TIE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY:___ 6608 5.31-6 RVWD BY: .._ _________ _. .._ ____ _. BRADY CIRCLEMANGOLIA AVENUEVALLEY STREETExhibit 2LEGEND = BEGIN DETAIL PER CALTRANS STANDARD PLANS. = END DETAIL PER CALTRANS STANDARD PLANS. = BEGIN RED CURB. = END RED CURB. = 12" SOLID \\1-IITE LINE {X-WALK OR LIMIT LINE) PER CALTRANS STANDARD PLANS. {THERMOPLASTIC) = TRAFFIC SIGN. ~ EXISTING TRAFFIC SIGN. sta.39+50 22 EXISTING I SCHOOL I S4-3 SPEED LIMIT 25 R2-1 \ ' ~ I> : EXISTING p I> -R1 -1 E 22 I I B R / I 48"X24" I • • I W1-7 18"X18" ◊ TYPE OM1-3 YELLOW REFLECTIVE SHEETING I ~ '~ -30"X30" SPEED HUMP W17-1 24"X24" ~ W13-1P NOTES: 1. E R MATCH EXISTING REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHO'MII ON TIHESE PLANS. 2. TIHE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST 30"X30" SPEED HUMP W17-1 24"X24" ~ W13-1P MEET REQUIREMENTS OF TIHE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES {MUTCD LATIEST EDITION) AND CITY TRAFFIC ENGINEER'S APPROVAL 3. CHANNELIZATION TYPE SHALL CONFORM TO TIHE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES {MUTCD LATIEST EDITION) AND CONSISTIENT WITIH FIELD DURING CONSTRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 4. CONTRACTOR SHALL COORDINATIE WITIH MTIDB/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 MOUNTIED DURING CONSTRUCTION HOURS. 7. ALL ADVANCE CONSTRUCTION SIGNS AND TRANSITIONS SHALL BE ADJUSTED IN ACCORDANCE WITIH WORK AREA PER OTY TRAFFIC ENGINEER'S APPROVAL 8. All ADVANCE WARNING SIGN INSTALiATIONS SHALL BE EQUIPPED WITIH FLAGS FOR DAYTIME CLOSURE$. FL.ASHING BEACONS SHALi BE PLACED AT ALL LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 9, All WARNING SIGNS FOR NIGHT LANE CLOSURES SHALi BE ILLUMINATIED OR REFLECTORIZED. 10. CONTRACTOR SHALL SUBSTANTIALLY COMPUETIE ALL PIPELINE INSTALLATION, PLACE 4" MIN ROLUER COMPACTIED TIEMPORARY AC, TIEMPORARY STRIPING, AND RESTORE ALL SIGNAGE TO TIHE SATISFACTION OF THE RESIDENT ENGINEER PRIOR TO INITIATING TIHE 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. !THIS PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONLYI FILE: 321-PD-02_A.dwg Jul 02, 2021 MVahabzadeh CONs:JRUC]ON NOJES; [I] CONTINENTAL CROSS WALK (LADDER) PER CALTRANS STANDARD PLANS SHEET 22 {A24F). 2. REMOVE/GRIND ALL CONFLICTING STRIPING, X-WAL.KS, LIMIT LINES AND PAVEMENT MARKING. 30"X30" SPEED HUMP 30"X30" SPEED HUMP W17-1 W17-1 24"X24" 24"X24" ~ ~ 80' 50' W13-1P W13-1P \ V " "-a. ::I :::, ::c I I I ' " e ' 44+00 \ 22 • 30"X30" SPEED HUMP \ W17-1 24"X24" ~ W13-1P 5.25' V SPEED HUMP W17-1 24"X24" ~ W13-1P PA-.nlENT MARKINGS FOR SPEED HUMPS ~12• v.tilTE MARKINGS ~ _CENTER OF ROADWAY ;\\f 1i ~--~ I \Vi I I I /1\ I I I I Li~ I ~~~ 8.5' .75 7' .75 8.5' 40' t ALSO SEE MUTCD FIGURE 38-29 PAGE 756 CONSTIRUCTION CONTIRACTOR AGREES THAT IN ACCORDANCE WITIH GENERALLY ACCEPTED CONSTIRUCTION PRACTICES, CONSTIRUCTION CONTIRACTOR WILL BE REQUIRED TO ASSUME SOLIE AND COMPUETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING TIHE COURSE OF CONSTIRUCTION OF TIHE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE 5.25' ,.--CURB 12' NO SCALE 80' 20' 20' ' a. ::I :::, ::c 50' I " I n I 47+00 \ PRELIMINARY PLANS 30"X30" SPEED HUMP W17-1 24"X24" ~ W13-1P I ~ 0 0 " u ~ LIMITED TO NORMAL WORKING HOURS, AND CONSTIRUCTION CONTIRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMUESS 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 NOT FOR BID OR CONSTRUCTION PLANS NOT APPROVED UNAUTHORIZED CHANGES & USES CAUTION: I '--' --E 22 ' I I J 0 0 20· 20' --+ 0 0 -"' >+ 0 0 20' 20' -"' + / 0 0 I R1 -1 ' :, f-_, : ' 1, : ' -, ' -ff;-SCALE: 1"=40' 0 20 40 "AS BUILT" RCE __ _ EXP,____ DATE REVIEWED BY• INSPECTOR DATE THE ENGINEER PREPARING THESIE PLANS WILL NOT BE RESPONSIBUE FOR, OR LIABUE FOR, UNAUTHORIZED CHANGES TO OR USIES OF 11HESE PLANS. ALL CHANGES TO TIHE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY TIHE PREPARER OF THESIE PLANS. ~ 1 CITY OF C.ARIBBAD I rsH2E5ETS I t------11----+----------------+----+--+-----11-----1~-TRANSPORTATI<Jil DEPAR'IMENT _ t------11----+----------------+----+--+-----II-----I DESIGNED BY: _,M!i,JYL.,__ DA TE: JUN 2D21 BASE PROVIDED BY: O'DAY CONSULTANTS DRAWN BY: t.4.V SCALE: AS SHOl'tN TIRAFFIC CONTROL PLAN BY: PRMCT MGR.: ~M~.V~_JOB NO.: 000321 URBAN SYSTEMS ASSOCIATES, INC. t------------------, 8451 MIRAU.NI DRIVC, SU/TC "A" SAN DIEGO, CA 92126, (858) 560-4911 © ENGINEER OF WORK: ANDREW P. SCHLAEFLI DATE: TE: 0930 BENCHMARK DESCRIPTION: 2.5' DISK STAMPED 2S 6215' LOCATION: WEST CURB OF VALLEY STREET 85 FT S()(JTH OF MAGNOUA Al£ RECORD FROl.4: CITY OF CARLSBAD SUR'EY CONTROL POINT 120 PER R. QS. 11271 ELEVATION: 116.554 MSI. DATIJM: NGVD 1929 DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL TRAmc STRIPING ANO SIGNING PLAN FOR: MAGNOLIA A l.f" STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MAl'IAGER PE 75991 EXPIRES 6/30/22 DATE OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 6608 DRAWING NO. 531-6 MANGOLIA AVENUEMONROE STREETExhibit 2LEGEND = BEGIN DETAIL PER CALTRANS STANDARD PLANS. = END DETAIL PER CALTRANS STANDARD PLANS. = BEGIN RED CURB. = END RED CURB. = 12" SOLID \\1-IITE LINE {X-WALK OR LIMIT LINE) PER CALTRANS STANDARD PLANS. {THERMOPLASTIC) = TRAFFIC SIGN. ~ EXISTING TRAFFIC SIGN. NOTES: 1. REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE LOCATIONS OF TRAFFIC CONTROL DE\IICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HO~VER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DE\IICES {MUTCD LATEST EDITION) AND CITY TRAFFIC ENGINEER'S APPROVAL. 3. CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DE\IICES {MUTCO LA TEST EDITION) AND CONSISTENT WITH FIELD DURING CONSTRUCTION. PRO\IIDE 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 OTY TRAFFIC ENGINEER'S APPROVAL. 8. AU. ADVANCE WARNING SIGN INSTALI.ATIONS SHALI. BE EQUIPPED WllH FLAGS FOR DAYTIME CLOSURES. FLASHING BEACONS SHAU. BE PLACED AT AU. LOCATIONS INDICATED DURING NIGHT LANE CLOSUREs. 9. AU. WARNING SIGNS FOR NIGHT LANE CLOSURES SHALI. BE IU.UMINAlED 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. ITI·IIS PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONLY! FILE: 321-PD-03_A.dwg Jun 18, 2021 MVahabzadeh // II I I s:::: )> // ' I I -I 1/ I Vln V . V ['Tl ::r: 53+00 54+00 00 ['T'lc (f)Z ::r: ['Tl ['Tl (f) ,/"\ ['Tl -I -1)> " I',.) c..,, -I'-I',.) / ✓ / / I illf II r + 0 0 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERAU.Y ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR Will. BE REQUIRED TO ASSUME SOLE AND COMPLElE RESPONSIBILITY FOR JOB SllE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF AU. PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSlRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WllH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. BASE PROVIDED BY: O'DAY CONSULTANTS TRAFFIC CONTROL PLAN BY: DESIGNED BY: _,M!i,JYL.,__ DA TE: JUN 2D21 DRAWN BY: t.4.V SCALE: AS SHOWN PRMCT MGR.: M. V JOB NO.: D00321 A URBAN SYSTEMS ASSOCIATES, INC. t-------------------, ~ 8451 MIRAU.NI DRIVC, SU/TC "A" ~ SAN DIEGO, CA 92126, (858) 560-4911 © ENGINEER OF WORK: r DATE: -~ ANDREW P. SCHLAEFLI TE: 0930 V 22 ' I I " I I I 0 55+00 20' 56+00 . . 20' V V " I I I I i PRELIMINARY PLANS NOT FOR BID OR CONSTRUCTION PLANS NOT APPROVED I I " 57+00 I L EXISTING I SCHOOL I S4-3 SPEED LIMIT I\ 25 R2-1 I I I I " V V I \ 58+00 I 11 I 11 I EXISTING STOP R1-1 0 0 ~ 0 ~ v --' E~ I '/ " ,,-"I_) \ I \ = = 59~9 08 = ~ ~ i= -e=oc ~ = ,.., '"' 111111 II II ti; ~ =□ , 'I JJ SCALE: 1"=40' 0 20 40 -F -'\ . ----"AS BUILT" RCE __ _ EXP,____ DATE REVIEWED BY• INSPECTOR DATE 1---+----f-----------+---+---+------,f-----l ~ I C~J.£~,,£~~ 11 ~ BENCHMARK DESCRIPTION: 2.5" DISK STAMPED 2S 6215' LOCATION: WEST CURB OF VALLEY STREET 85 FT S()(JTH OF MAGNOUA Al£ RECORD FROM: CITY OF CARLSBAD SUR'EY CONTROL POINT 120 PER R. QS. 11271 ELEVATION: 116.554 MSI. DATIJM: NGVD 1929 DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL TRAmc STRIPING ANO SIGNING PLAN FOR: MAGNOLIA A l.f" STORM DRAIN APPROVED: HOSSEIN AJIDEH ENGINEERING MAl'IAGER PE 75991 EXPIRES 6/30/22 DATE DATE INITIAL CITY APPROVAL DWN BY: I PROJECT NO. I DRAWll'IG 1'10. CHKD BY:___ 6608 5.31-6 RVWD BY: '-· _______ _, ._ ___ __,