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HomeMy WebLinkAboutEA 2021-0015; EL CAMINO REAL - JACKSPAR TO SUNNY CREEK; Site Plan• ' ' ' • • • INDEX OF SHEETS: SHEET 1 2 3 4 5-6 7-10 11-12 13-14 l5'-'18 19-20 21-22 23-24 25-26 27 28'-2Y 30 31-32 DESCR!P-llON TI1LE SHEET GENERAL NOTES AND 1NDEX MAP TYPTCAL CROSS SECllONS DEMOLITION PLANS IMPROVEMENT PLANS AND PROFILES COlNISffllJIClllC!III i!JIErM.S UTILITY PLANS STORM DRAIN PlAN AND PRORLES STORM. DRA1N DTIATLS EROSION AND SEDIMENT CONTROL PLANS SIGNING AND SlRJPING PLANS lP..A.Cfl!C COINf1lROIL IPl.NliS LIGHTING SYSTEM PLANS lRAfRC SIGNAL PLANS RETAINING WALL PLANS RETAINING WALL DETAILS LANDSCAPE IMPROVEMENT PLANS BASIS OF COORDINATES (NAD83) THE BASIS OF COORDfNATES FOR THTS SURVEY TS lHE NORTH AMERICAN DAlUM OF 1983 (NAD83) CALIFORNIA STATE PLANE COORDINATE SYSTEM OF 1983 ~..;& ~ ~~-:w ~\_Of,1#-Y UPON 1HE FOU.OWING STAllON NORlH!NG EASTING DESCRIPTION 105 l99.946.6.124 62.41021..960 2.5." BD, LS .6215, IN WALK NE .COR CANNON RD BRIDGE OVER AGUA HEDIONDA CREEK 108 1996667.594 6248033.709 2.5" BD, LS 6215 IN DRAINAGE INLET N. SIDE PALMER WAY. 100' E'LY OF COUGAR DRIVE GRID BEARING BETWEEN H105 AND .H108 = S 68"!4'31• E. VERTICAL CONTROL (NGVD29) ~~ ~·~·~at.~ Of= 11-lF ~~ ·.~ ~ DA1UM OF 1:929 (NGVD29) BASED LOCAU.Y UPON 1HE RlU..O'ilNS CITY OF CARLSBAn BENCHMARK: BENCHMARK CONTROL POINT 105 ROS 17271 SUPPi FMENTAL CONTROL AS ESTABLISHED FOR THIS PROJECT El EVATION 45.41' ·HrnE: St.J?Pf~At... ~ -POW15 '.-RE EST~"'lrn tL'¾'UL...51Tn.l."f' BY Rll( {JPS SURVEY Vlfffi ~. PT/ 2004 2005 NORTHING 1880852.55 1880349.05 EASTING 6254830.24 6254729-32 SOURCE OF TOPOGRAPHY: ·ELEY, 463.47 452.61 DESCRIPTION fd l&d 1s2813 fd J&d ls28t3 TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY flElD SURVEY METHODS .• ~ ;;.;;;:-~~ GAT'~ \i,! fil/00/L!<'.uJ ffi!' A<~ & ~A,.-;:,. TOPOGRAPHY SHOWN HEREON ·CONFORMS TO l4A:l'IONJM. MAP .A:CCURACY :ST~;· PROJECT LOCATION: THIS PROJECT IS LOCATED ALONG EL CAMUIIO REAL FROM SUNNY CREEK ROAD TO JACKSPAR !MPE.~V!OUS AR!='J.: TOTAL DISTURBED AREA = 1-32 ACRES {THIS AREA tNCLUDES BUT IS NOT UMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAmc. SOIL/GRAVEL PILES, UTILITY TRENCHES. BACKFILL CUTS. AND SLOPE KEYWAYS) lUTAL 01::!STING-.~ AREA=259 ACRES TOTAL REPLACED IMPERVIOUS AREA = 0.21 ACRES TOTAL PROPOSED IMPERVIOUS AREA (NEW AND EXISTING) = 3.15 ACRES STORM wAJER .BM.P CAJEGORY: EXEMPT FROM HYDROMODIFICATION (SEE SWMP FOR DOCUMENTATION). WORK TO BE DONE: THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICJP Al CODE .2. CITY OF ~ ENGi'e 1-M~-STn"~ 3. THIS SET OF PLANS 4. RESOLUTION NO. _______ DATED _______ _ 5. lHE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION {GREENBOOK) • 6. SOILS REPORT AND RECOMMENDAllONS BY AWffi GEOlECHNICAL ENGINEERS. INC. DATED XXlxX/2021 . 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. IJA1ED ______ WDID NO. ______ ~ 9-DRAFT GREEN STREETS STORM WATER .QUALITY TECHNICAL MEMO PREPARED BY DOKKEN ENGINEERING DATED 05/05/2021 lD. CALIFORNIA STORM WAJER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK, 0:Ttf {}F ~ m.iP Df<.!GN MRIDJ\L,. ~ CM..:lP~--~.Jle~ ·SlTE BMP MANUAL t-EGENO: EL CAMINO REAL ROADWAY IMPROVEMENT PLANS !lBft Exist RIGHT-OF-WAY ••••••••••••••••••••••••••••••••••..•••••••••••• RIGHT-OF-WAY ..•••••••••....••..••••••...•••••..••••..••.•••.•.•••••.. 10 FROM SUNNY CREEK ROAD TO JACKSPAR DRNE TCE __________ ·------- PROJECT NO. XXXX CITY OF CARLSBAD CARLSBAD, CALIFORNIA CrnJ· T'~T .l1t.·J,,TI 1 J t \....VUl'l\....!L MA TT HALL -MAYOR CITY Of OCEANSIDE PACIFIC ~. -l'!!! ~PRGJECT LOCATION CITY OF VISTA ~o~ CITY OF SAN MARCOS SAWCUT •••.••.••••••••••...••••••••••••••..••••••••.•••..••••.••.•••••..•.•• ACQN-. ____________ _ BIOFILTRATION BMP----------- Conc PAVEMENT •••..••••.•••••••••.•••••.•••••.•••••...••••.•••••••••. cmD Mill. IC N;1II) ll'UliCE ""'-------- PROPOSED CURB AND GUTfER__. _____ _ PROPOSED UNDERDRAIN ••••.•••••..••••••••••••.••.••.•••••••••••• PRm'OSED SIDRW llllR\W',!~-------- CURB INlEf TYPE B. .•••.••.•••••••....••.••••.......••....•••.•••• CURB INLET TYPE B-2 ••••••••••••••••.••.•••..••••.•.•..•••..•.•. SmRlt IDIRA'IN ~--------- SIDEWALK UNDERDRAIN •••••••••••••...••••••••••..•••••••...••.••• UNDERDRAIN CLEANOUT (SIZE/1YPE NOllED) ••••.••• Exist ELECTRIC·-··-··--·------·--- Exist TELEPHONE ••••..•..••••••••.••.••••••.••.•••••..••••...•.•..•• Exist STORM DRAIN.....----·-··--- Exist WATER ••.•••••••••••.•.•••.•.••••.••••••.••.•••••••••....•..•••••••• Exist SANITARY SEWER. ••••••••••••• ·-···--···········-·- Exist RECYCLED WATER •.••.••••••..•.••••••.••.••.•••••••••.•..•.• Exist CURB AND GUTTER..~-···-·······-················ I I D ,- ·C\J 0 ~ <.O 0 --10 0 _J <( f- l--~ m· ·:::> Cf) .. w·. o6 Cf) a.. ~ 0 0 LO T • KEITH BLACKBURN -MAYOR PRO TEM CORI SCHUMACHER -COUNCil .MEMBER PRIYA BHAT-PATEL -COUNCIL MEMBER TFR£SA AroSf A-COUNCIL MEMBER SCOTT CHADWICK -CITY MANAGER GEOFF PATNOE -ASSISTANT CITY MANAGER CITY OF ENCINITAS Exist CURB .•..••••••.•••••••.•••.•••••••••••••••••••••••••••.•..•••.••••. ------------- "DECLARATION OF RESPONSIBLE CHARGE" .~ PffiEPY ~l"£ IB..4.T l A!! 1lE-~ OF -~ FOR ~-~-iii:'!!'~ -~;,~! lt HAVE EXERCISED RESPONSIBLE CHARGE OVER 7'HE DESIGN OF l'HE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT IIDJEVE ME AS ENGlNEER OF WORK. OF MY =ffi:.~Tit.S ·t-VR ~~-1 -~~ FIRM: DOKKEN ENGINEERING ADDRESS: 1450 FRAZEE ROAD. SUITE 100 CITY, ST.: SAN DIEGO, CA 92108 TELEPHONE· 858.514.8377 BY: MARK TARRALL DATE: 05/06/2021 (NAME OF ENGINEER) R.CL N0.:~7~1=9=53~---------- REGIS1RA1ION EXPIRAlTON DATE: 12131 /202T DOKKEN ENGINEERING • • u-. • ~-=-·{858)' 5!4-83?7 CALL 2 FULL WORKING DAYS : Sl'iN IlIEGO. CA 92108'. ABBREVIATIONS: AB Ii£. APN AT&T BC BE Beg .ml? BVC CCWD CFS CMWD Cone C!SP DIP DIST DWY EC Elect p-~ EliC Exist FG FL FPS m Gtr HP IE KM -~ -~ MARKTARRALL ~ C71953 ~'=2/=3=1/=21 __ J ,t- OF Cl-'-'~ AGGREGA1E BASE lF ~i~-K. ·~ L< ACCESS PARCEL NUMBER lN AMERICAN TELEPHONE & TELEGRAPH LOL BEGIN HORIZONTAL CURVE MAT BOTTOM OF ENCASEMENT MAX BEGIN MIL It¾~ ~~4"'"Jfr" ~~-~ BEGIN VERTICAL CURVE MOO CITY OF CARLSBAD WASTEWATER DIVISION MUTCD CUBIC FEET PER SECOND NAD83 CARLSBAD MUNICIPAL WATER DISTRICT NGVD29 ~CREIE No. CM..~s-ir-~~ 0£.. DUCTILE IRON PIPE 0G DISTANCE PE DRIVEWAY PG END HORIZONTAL CURVE PIP ELEClRICAL POT .£"~"":Fl~~ ¼¾i•,H!~ .m, mw END VERTICAL CURVE PVC EXISTING Pvmt FINISHED GRADE RCP FLOW LINE RD FEET PER SECOND Ret rn·'lF"~ RP"~- l.lNEAR FEET lu-' LANE LAYOUT UNE MATERIAL MAXIMUM MlU.IMEIER MIH""ule MODIFIED MANUAL OF UNIFORM TRAmC CONTROL DEVICES NORTH AMERICAN DATUM OF 1983 NATIONAL GEODETIC VERTICAL DATUM OF 1929 NUMBER 00 Ct:i\il iltk ORtGINAL GROUND POLYETHYLENE PERFORMANCE GRADE PROTECT IN PLACE POINT OF TANGENT MAY 14 2021 .SCH $ SDG&E SDRSD SF SW Swr = l,11'.,,. TCE TE Temp THVF TIP \ililim. POLYVINYL CHLORIDE PAVEMENT REJNFORCED CONCRETE PIPE ROAD CITY OF CARLSBAD PLANNING DiVISiO~J RETAINING SCHEDUl£ ,;).~-DR't'<ifi SAN DIEGO GAS AND ELEClRIC SAN OTEGO REGIONAL STANDARD DRAWING SQUARE FEET SIDEWALK SEWER lUPCF~ TEMPORARY CONSTRUCTION EASEMENT TOP OF ENCASEMENT TEMPORARY TEMPORARY HIGH-VISIBILITY FENCE 1'/PICAL 'ii./ 0 AS BUlLT 0 - GUTTER RT RIGHT H!NGE POINT RWLOL INVERT ELEVATION R/W KINDER MORGAN ENERGY PARTNERS LP. s/c RETAINING WALL LAYOUT LINE RIGHT OF WAY SAWCUT P.E. __ _ EXP. ___ _ DATE INSPECTOR DATE _J <( 1-----+--+------------1---+--+-----+-----1! ~ II CITY OF Cl\Rl.SBl\J) !!,~Ts! .. W. 1----t----+------------------t---+--+---t----t l n £NGlNEERING UEP~!MEITT l f .;.:. j · · a: 1----1-----+-----------------1---+--+---1----1 TITLE SHEET FOR: EL CAMINO REAL 0 , RO.t\..DWAY IMPROVEMW.N'!'S ..• z 1----1----+------------------1---+--+---1----,··!=I ===FROll==· •=·==Sffiffl===rr==· ··=c™=· =====m=· =• ·=ro=• ==JE=· =~=~====· ·=Dr=· ===!I - APPROVED: HOSSEIN AJIDEH ~ .. . ! lNfllAL . lCHKD ... BY: . r~-it: :8.11t!U!.. f!~""l !INmAL I l DA1E ,_ W.lE .. DAlE MEW REVISION DESCRIPTION xxxx · ENGINEER OF WORK OlY APPROVAL RVWD BY: MT 20 22 DAlE ~ t11t-nDA1llillllllialr'"' ;a..--I ·, -• 0-1----t----+------------------t---+--+---t----t ENGINEERING MANAGER RCE 75991 EXPIRES 6 _J ~ BEFORE YOU DIG OlHER APPROVAL .__ _________________________________________________________________________________________________ w • EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811GENERAL NOTES: 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 4. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 5. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 6. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS FSTABI !SHED BY THE CONSTIRIJCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE 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. 9. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WH I CEASE IMMEDIATE! Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 10. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR m 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. 11. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES 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 STIRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 12. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. PROJECT STANDARD PLANS: SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD), 2018 C-9 D-02 D-09 D-11A D-11B D-12 D-30 D-60 D-61 G-2 G-5 G-7 G-9 G-10 G-11 G-14D G-27 G-28 G-30 G-32A G-32B TCP-10A TCP-12A GRAVITY RETAINING WALLS CURB INLET -TYPE B STORM DRAIN CLEANOUT -TYPE A INLETS AND CLEANOUTS NOTES AND DETAILS INLETS AND CLEANOUTS NOTES AND DETAILS CURB INLET OPENING STRAIGHT HEADWALL -TYPE A PIPE BEDDING AND TRENCH BACKFILL FOR STORM DRAINS ROUNDED PIPE ENDS IN DRAINAGE STRUCTURES CURBS AND GUTTER -COMBINED DIKES -ASPHALT CONCRETE SIDEWALKS -TYPICAL SECTIONS SIDEWALK JOINT LOCATIONS CONCRETE JOINT DETAILS CONCRETE CURB, GUTTER, SIDEWALK, AND PAVEMENT REMOVAL AND REPLACEMENT CONCRETE DRIVEWAY (FOR CONFINED RIGHT-OF-WAY) CURB RAMP -TYPE A AND B (NEW CONSTRUCTION) CURB RAMPS -TYPE A-1 AND B-1 (FOR EXISTING SIDEWALK) TRUNCATED DOMES GENERAL NOTES FOR CURB RAMPS NOTES FOR CURB RAMPS SIDE OF ROAD WORK AREA -MUL TILANE TRAFFIC CONTROL WITH CENTERLINE RIGHT LANE TRAFFIC CLOSURE -ONE LANE SIDE OF ROAD WORK AREA -MUL TILANE TRAFFIC CONTROL WITH CENTERLINE -LEFT TRAFFIC LANE CLOSURE -ONE LANE CLOSED CAL TRANS STANDARD PLANS (CTSP), 2018 A1 OA LINES AND SYMBOLS {SHEET 1 OF 5) A1 OB LINES AND SYMBOLS (SHEET 2 OF 5) A1 OC LINES AND SYMBOLS (SHEET 3 OF 5) A1 OD LINES AND SYMBOLS (SHEET 4 OF 5) A1 OE LINES AND SYMBOLS (SHEET 5 OF 5) A1 OF LEGEND -SOIL (SHEET 1 OF 2) A10G LEGEND -SOIL (SHEET 2 OF 2) A10H LEGEND -ROCK A24C PAVEMENT MARKINGS SYMBOLS AND NUMERALS A62B LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE SURCHARGE AND WALL A88B CURB RAMP AND ISLAND PASSAGEWAY DETAILS ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE: • CITY OF CARLSBAD STANDARD •• CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING ••• SDRSD AS MODIFIED BY CITY OF CARLSBAD 13. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCilON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) 811 800 411-7343 619 237-2787 800 227-2600 619 262-1122 760 434-2980 760 438-2722 760 633-2650 760 753-0155 760 744-0460 760 753-6466 SDG&E AT&T SPECTRUM CABLE COX COMMUNICATIONS CITY OF CARLSBAD (STREETS AND STORM DRAIN) *CITY OF CARLSBAD (SEWER.WATER & RECLAIMED WATER) *SAN DIEGUITO WATER DISTRICT *LEUCADIA WASTEWATER DISTRICT *VALLECITOS WATER DISTRICT *OLIVENHAIN WATER DISTRICT • BUENA SANITATION DISTRICT (760)726-1340 x1330 *AS APPROPRIATE STREET NOTES: 1. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE. 2. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 3. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 4. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 5. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 6. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 7. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 8. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 9. STREET LIGHTS SHALL BE 13,600 LUMENS LED LIGHTS. SEWER NOTES: 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1-GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREENBOOK). 2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND SUPERINTENDENT. 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. CAL TRANS STANDARD PLANS (CTSP), 2018 (Cont.) B0-3 B3-4A B3-5 B11-7 D71 T3A T56 T58 T62 T65 RSP ES-1A RSP ES-1B RSP ES-1C RSP ES-4A RSP ES-48 RSP ES-4C RSP ES-4D RSP ES-4E ES-5A RSP ES-5B ES-5C RSP ES-5D RSP ES-7A RSP ES-7B RSP ES-7C RSP ES-7E RSP ES-7M RSP ES-7N RSP ES-70 RSP ES-6A BRIDGE DETAILS RETAINING WALL TYPE 5 (CASE 1) RETAINING WALL DETAILS No.1 CHAIN LINK RAILING DRAINAGE INLET MARKERS (NO DUMPING) TEMPORARY RAILING (TYPE K) TEMPORARY FIBER ROLL TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY DRAINAGE INLET PROTECTION TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY HIGH-VISIBILITY FENCE) ELECTRICAL SYSTEMS (LEGEND) ELECTRICAL SYSTEMS (LEGEND) ELECTRICAL SYSTEMS (LEGEND) ELECTRICAL SYSTEMS (SIGNAL HEAD MOUNTING) ELECTRICAL SYSTEMS (PEDESTRIAN SIGNAL HEADS) ELECTRICAL SYSTEMS (SIGNAL HEADS AND MOUNTINGS) ELECTRICAL SYSTEMS (SIGNAL HEAD MOUNTING) ELECTRICAL SYSTEMS (SIGNAL HEADS AND OPTICAL DETECTOR MOUNTING) ELECTRICAL SYSTEMS (LOOP DETECTORS) ELECTRICAL SYSTEMS (DETECTORS) ELECTRICAL SYSTEMS (ACCESSIBLE PEDESTRIAN SIGNAL AND PUSH BUTTON MS (CURB AND SHOULDER TERMINATION, TRENCH, AND S) ASSEMBLIES) ELECTRICAL SYSTE HANDHOLE DETAIL ELECTRICAL SYSTE BUTTON ASSEMBL ELECTRICAL SYSTE IDENTIFICATION CH ELECTRICAL SYSTE ARM LOADING, WI MS (SIGNAL AND LIGHTING STANDARD TYPE TS AND PUSH Y POST) MS (SIGNAL AND LIGHTING STANDARD, TYPE 1 AND EQUIPMENT ARACTERS) MS (SIGNAL AND LIGHTING STANDARD, CASE 1 SIGNAL MAST ND VELOCITY = 100 MPH AND SIGNAL MAST ARM LENGTHS 15') MS (SIGNAL AND LIGHTING STANDARD, CASE 3 SIGNAL MAST TO 30') ELECTRICAL SYSTE ARM LOADING, WI ND VELOCITY = 100 MPH AND SIGNAL MAST ARM LENGTHS 15') TO 45') ELECTRICAL SYSTE ELECTRICAL SYSTE ELECTRICAL SYSTE ELECTRICAL SYSTE MS (SIGNAL AND LIGHTING STANDARD, DETAIL No. 1) MS (SIGNAL AND LIGHTING STANDARD, DETAIL No. 2) MS (SIGNAL AND LIGHTING STANDARD, DETAIL No. 3) MS (NON-TRAFFIC PULL BOX) WATER NOTES: 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE 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 PROVIDED -TELEPHONE NO. (760)438-3891. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS). 6. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL {UNLESS OTHERWISE NOTED ON PLANS). 7. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 8. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 9. 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 SERVICES. 10. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. 11. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 12. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. 13. PRIOR TO BACKFILL, 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 VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 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 INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, 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 CONTRACTOR'S EXPENSE. SHEET 4 -DEMOLITION PLAN SHEET 5 -IMPROVEMENT PLAN SHEET 11 -UTILITY PLAN SHEET 13 -STORM DRAIN PLAN SHEET 19 -EROSION & SEDIMENT CONTROL PLAN SHEET 21 -SIGNING AND STRIPING PLAN SHEET 23 -TRAFFIC CONTROL PLAN SHEET 25 -LIGHTING SYSTEM PLAN SHEET 27 -TRAFFIC SIGNAL PLAN INDEX SIGNING AND STRIPING NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2014 REVISION 5, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (2018 EDITION OR LATEST VERSION THEREOF), THl:SE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION 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 REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 7. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS ENGLISH STENCILS. 8. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 9. ALL CROSSWALIKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 10. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2014 REVISION 5, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 11. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 12. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 13. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 14. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 15. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 16. 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. 17. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTAULED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12" 18. ALL NEW SIGNS SHALL ALL BE CLEARLY VISIBLE, NOT BLOCKED BY ANY OBSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE ANY VEGETATION BLOCKING NEW SIGNS. MAP HAS BUIL TH SHEET 28 -RETAINING WALL PLAN NOT TO SCALE SHEET 31 -LANDSCAPE PLAN CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWINGS, 2012 P.E. EXP. DATE REVIE\IED BY• W-4 2" WATER SERVICE CONNECTION FOR 1 f' & 2" METERS W-12 FIRE HYDRANT ASSEMBLY INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 2 GENERAL NOTES AND INDEX MAP FOR EL CAMINO REAL DICA RT ~\I.Of ESS I [!v.il ROADWAY IMPROVEMENTS ~~~~~~~ qi,"' ~ FROM SUNNY CREEK Rd TO JACKSPAR Dr ~4 ,!fl • " ~ § MARY E. WESTRUU ~ APPROVED: HOSSEIN AJIDEH • "' "' No. C75418 ENGINEERING MANAGER RCE 75991 EXPIRES 6 /20 /22 DATE -~ Exp. 12/31 /21 ,. 145D FRAZEE Ro.AD CIV1L J. DWN BY: I I DRAWING NO. SUITI> 100 "'" PROJECT NO. SAN DIEGO, CA 92108 (858) 514-83?7 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: MEW CALL 2 FULL WORKING DAYS ... ,, REVISION DESCRIPTION xxxx OF c~\. ,~ RVWD BY: MT DWG XXX BEFORE YOU DIG ENGINEER OF WORK OlHER APPROVAL CITY APPROVAL EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)8114.5' 4.5' Exist R/W Exist R/W , TC 5.5 SW 63' 53' Exist CURB ==p-====================== ~ EL CAMINO REAL I I I I I I ___ l __ 35' Exist CURB VARIES 64'-86' s/c 3' 15' TC 5.5' SW Exist R/W Ret WALL 5_5•LOL TC ON PROFILE I L ______________________ _ ----------------~~----~ PEDESTRIAN PROTECTIVE RAILING , TC 5.5 SW 63' 2" COLD MILL AC 2" AC PG 64-10 8" AC PG 64-10 23" CLASS II AB (PENDING GEOTECHNICAL RECOMMENDATION) "ECR" 413+25.00 TO 417+00.45 NEAR SUNNY CREEK Rd TO INTERSECTION OF RANCHO CARLSBAD Dr NOT TO SCALE ~ EL CAMINO REAL I 53' Exist CURB 35' VARIES 45'-108' s/c 3' ==p-====================== L ______________________ _ -----------2" COLD MILL AC 2" AC PG 64-10 8" AC PG 64-10 23" CLASS II AB (PENDING GEOTECHNICAL RECOMMENDATION) "ECR" 401 + 75. 25 TO 413+ 25. 00 NEAR SUNNY CREEK Rd TO INTERSECTION OF RANCHO CARLSBAD D r NOT TO SCALE DIC RT • ' -1450 FRAZEE RO.AD SUITE 100 CALL 2 FULL WORKING DAYS SAN DIEGO, CA 92108 BEFORE YOU DIG 15' VAR 1% -4% TC 5.5' SW Ret WALL SW PER SDRSD G-7 TYPE G CURB & GUTTER PER SDRSD G-2 Exist R/W TC , 5.5 SW ~ 2' Exist R/W TC ON PROFILE TC ON PROFILE 2% MAX -SW PER SDRSD G-7 TYPE G CURB & GUTTER PER SDRSD G-2 RA VITY Ret WALL -TYPE A PER SDRSD C-9 IOFILTRATION BMP -SEE SHEET 15 W W/ CURB ON GRAVITY WALL SEE SHEET 15 TYPE G CURB & GUTTER PER SDRSD G-2 "ECR" 404+22.34 TO 405+57.34 (858) 514-6377 "ECR" 408+ 7 4. 81 TO 41 0+04. 60 "ECR" 410+56 93 TO 411+42 43 . . NOT TO SCALE ~~OfESS/~ ::r,"' 1e; ~ ,.. tij MARY E. WESlRUM ~ "' "' No, C75418 • up. 12L31L21 .-""«r,-Cl~L J. DATE INITIAL OF c~\. ,~ ENGINEER OF WORK REVISION DESCRIPTION TC 5.5' SW Exist R/W TC ON PROFILE 2% MAX -OROUS SW PER STORMCRETE POROUS SW DETAIL D1 TYPE G CURB & GUTTER PER SDRSD G-2 "ECR" 405+67.34 TO 408+64.97 NOT TO SCALE HAS BUil TH P.E. EXP. DATE REVIEw'ED BY, INSPECTOR DATE I SH;ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 2 TYPICAL CROSS SECTIONS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXPIRES 6 /20 /22 DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: MEW OlHER APPROVAL CITY APPROVAL RVWD BY: MT xxxx DWG XXX EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811APN 209-060-58-00APN 209-060-53-00APN 212-160-31-00APN 209-090-11-00APN 209-060-48-00I ~. 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DATE REVIEw'ED BY1 INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 2 DEMOLITION PLANS FOR EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXPIRES 6 /20 /22 DATE DWN BY: I I DRAWING NO. PROJECT NO. 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I DRAWING NO. CHKD BY: MEW XXXX DWG XXX RVWD BY: MT '----------' EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811APN 209-090-11-00APN 209-060-48-00APN 212-160-31-00APN 212-102-75-0090 80 70 80 0 ,.._ Clv, 01:;;: 0 0 Qt') or--0 DJ " . ",. 0 DJ 0 ,.._ 01'' <G +in -r U') !Ii ~lco +iri olro 0 ...-0, DJ (!) 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DATE INITIAL DATE INITIAL MEW ,---~-----~---' CHKD BY: XXXX DWG XXX OlHER APPROVAL CITY APPROVAL RVWD BY: MT ,1--_______ --11--___ __, EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)81166 68 65 67 64 l_1_I ....J 66 0 t-------t--------------t---------------t-------------t-----------+-----------j---------------t----------------j-------------j----------------t-----------+------------1---t-~ ,--------j N 0:: -.,.; f-------t------------+------------+----------+-----------+----------+-----------+------------1----------+-----------+----------+-----------Iup !.O_rT"r-----1 ~ y-w 63 65 ......... co .....J a::: 1-----+-------+------------1----------+-----------+----------+-<"l,-.:t----------+-----------+------------1----------+-----------+---+-0>------+------------l<p-l:!::_-::::::,'-----+----1 ll) .:tN f' 1------i-----------+-----------+----+-.c,t------+-----------+-C•---------+-----------+------------l----------+1~~--------+--~+-"-?------+------------l~~-~.J------, ~ olO 0> a.. 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CR&;C~•-~·~·-A_C_-u_8-_8_8_A.-+ij--P-------+-----+---6_1 -I 1------j---------j----~l±lf::::=±':=::E::B::~=l::i~===±:::::!£::!cc:=!.~~~±±!cC=i::'~±'t!:E:c----t----------t-----------t-----------t------------t------------t-------;S~C:;;ALE: Horiz 1"=5' t-------1------------+---~"•CR&RCD~"'" v,er" --1"=i··~--------+-----------+---------< 58 SCALE: Horiz 1 "=5' • ' t-------l------------i----~·-ert-r"=1·~--+-----------l------------+-----------+-----------t-----------+-----------t------------+------------i-----------+--------< 418+50 1.50' LT "ECR&RCD-NW" 418+00.00 FG 61.19 \ ,, ____ _,,. 6 FG 61.01 Q " FG 10.76 418+25 7 , .. 5' I ~ II I ' 418+00 1~I/, ~D-Nwi-41B+oo.oo (fil G\ l6b,82)' Mrl'CH Eiist 1iECR&RCD-NW" 41'8+00.00 -MATCH Exist L 0 Oo I<C Um z (I) <( _J 0::::: 0::::: <( u 1.50' LT "ECR&RCD NE" 417+57.52 (FG 62.09) MATCH EXIST "ECR&RCD-NE" 417+57.52 MATCH EXIST (FG 62.08) 5.50' R\R&RCD-NE" \ FG 62.65 5,417+50 , I 'S_ \ \ \ I , 1 '2.00% ) \ I I '',(I~,. i 3v lb-~~,\ ', 1 I 1 /'(;;v~,.... /b\ PRO~Eo "-\ I 4 I 4 \ 12 \'.rnAFFIC\SIGNAL " \ I 3 \ \ = SEE SHEE'~27 '-.: 'J 1 -()_-'.'°~ \FG~2 '~, ---\--" ~-l "'"'-' b-I '{ \ I ! 41 \ b-" E 417+00 CAllNO REAL AND RANCHO CARLSBAD \~E ~CURB PLAN -TYPE A CURB RAMP "ECR&RCD-NE" SCALE: 1 "=5' PROP /W 60 Dr I FG 60.72 '" ( HORIZONTAL DATA I ._\\"-L'.I. / ~ -... -... I ,\ \.. \ . g,__"1•-'."'-"'-... ~, FG 63.05 ~ I ~:-...:;,__-.,,,,~:.,_:~-7<-:f' .So':-: ~ ~ ,-., TABLE ) -~~~----1 /~ \ EL CAMINO REAL AND RANCHO CARLSBAD NW CURB PLAN -TYPE A CURB RAMP "ECR&RCD-NW" SCALE: 1''=5' Dr NO. DEL TA/BEARING 1 86'34'02" 2 N63"28'02"W 3 S26'31'58"W 4 N63'28'02"W 5 S73"14'57"W 6 39·42'54• 7 03"34'07" 8 26"11'45" 9 07'00'04" 10 39·42'54• 11 N16'45'03"W 12 39•42'54" 13 07'00'04" RT • -CALL 2 FULL WORKING DAYS BEFORE YOU DIG RADIUS LENGTH 35.00' 52.88' -5.92' -3.50' -2.94' -23.84' 10.00' 6.93' 29.50' 1.84' 35.00' 16.00' 29.50' 3.60' 10.00' 6.93' -45.99' 10.00' 6.93' 29.50' 3.60' 145D FRAZEE Ro.AD SUITI> 100 SAN DIEGO, CA 92108 I I 6' ~ L~7'~ ~: , 11 ~1 ~ PROfOSED TRAFFl~IGNAL-... ::--..::: I /i .<1\6', .%,_ 'o//4 -".~n~ ,~ ' ~EE S~EET 2~ -I b-, .~/ ooo v....,_ ~ ~ "-... . ~ '~~~,1~ ~~-,-~ / ,<oooo~'\?o \"/ t> ' ' _.....v....__ FG 63:49 Exist R· W ~=~==1~1 --11 c:, 0000000000'3~000 \1 \ ~~~" ~ .,,,. 0 00000000~,,/,, __ -.....__ ,........_ I -lJ.:/·~"-'0000'0000 ;:;:1° .__ ,--=-...-· Ix~ ~' 9ooooc°oo '9" 1 I •~ , • • v V v~ I oo 'b , ,1 -~--------I \~iif-----;___~--:.::,,,_ ,,:.,/--:7~~ I "ECR&:D-NE" 0 ) /) ~ FG'63.92 l1 417,t28.99= / 6'• ®-/ ~-/ ~ ------r 64.00' RT , D-~ (). ~.To 4.00% "'· r' I "EL CAMINO REAL" _> "" 1 ~ ',; 417+25.93 4 ' -~ ---J-1 ' ~ ~ u,_ TYPE A CURB RAMP (). . _ /L1 \ ~ ------/-'C"rl,j-+---o,-ER ;ORSO G 21 --{i) ()_. I -c" ~ ~L ,,-/\~ .. ~,., __ "i:-cR, . .l\1i:-" 417 11, ,![i;;;, ·fFII 6t§6·)-:;~ \ T REMARKS TOP OF CURB BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK TOP OF CURB BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK T o· \ 20' 40' 80' '-----=,,· SCALE· 1 "=40' HAS BUIL TH P.E. ---EXP. ___ _ DATE REVIEl.'ED BY, .-"--''-".'-'-"'.''-'-,A,f::====: . I ~ __ --:.rr ..---1 7 49.50' RT "ECR" 417+39~;, 7--------r;~_1·1 _______ T_'.'TJ_-_-___ · _____ r_~ _____ r __ r_1_r1_11 __ T_1r;::::==:;-:=I:::;N:::SP;;:;E;;:C;;::T;;::□=R:::::::::;;;;::::::::;:=:;;::::;::::;:::;;:::::::::;;;:::::;-;:D::;AT::;:E~:;;:::;-l (FG 62-15) l---+---+-------------+---+--+---+----11 SHE7ET I CITY OF CARLSBAD ~ MATCH EXIST 2 ENGINEERING DEPARTMENT No. _c~75~41~8 __ (858) 514-83?7 ~ Exp. 12/31 /21 * "'<t-re CIVIL J. OF c~\. ,~ ~=:'....'.::::=========::...:::::==: 1-----1---+----------------+----+---+----<----< CONSTRUCTION DETA!Ul FOR EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH t-----1--+----------------+----+--+----1---1 ENGINEERING MANAGER RCE 75991 EXPIRES 6/20/22 DATE 1-----1---+----------------+----+---+----i----< Pco~WN~B~Y~:==:ii~1r=~P~R~O:iiJE~C~T~N~O~.==r~D~R~AWl~N~G~N~oD. DATE INITIAL ,__D_ATE_~IN_lll_AL-+_D_A_TE~_IN_lll_AL__, CHKD BY: MEW XXXX DWG XXX ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: MT f--______ ___, EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)81166 66 65 65 64 z co 64 ,-------t-------1-------------1----------------1--------------1------------i-------------i--------------t--------------t--------------t-~~=O~ _______ +-__________ +--__________ t--_____ _,_ ____ , a.. I-V CO ::,co-~ t---------t-------------t-------------t------------t-----------+-----------+------------t------------1----------------t--<('--_,=,1ec>-c-LLd--------+-----------+------------+---------j CY p:: .~6 ti f------+-----------+-----------+-----------+-----------+-----------+-----------f---------+--f----+---+-------i-m=-5t7ll+ID~X-------+-----------+-----------+------~ 6 3 f--------+----------+----------+-----------+-----------t-----------t-----------f-----f-~------:+_;::._f---u:J---~n ·l------+__,,,=i-6"1i=-~,---~=~~ z ~ o._ _ ~ :::,c<C..,. oov~I0 o e:: z ,-... ei w Exist TC~ '-----+------f-----------i--------------1------------+------------+------------+-----------+-----01---; :::,c ... _<04 _ __;*1,;e~--;:: -----------63 r ,-d <,..., l"1 o:::, -. C'I u ~1----<C-------+-'\-~~~------+-----------+-------+----1 -ID e:: -_, Cl::• dro vv>-~ 1--------+------------+------------+------------+-----------+-----------+-----------t-----~u L!) m,u'-+-----,,-hv'/..➔,N_u_ r,q_,-:::~---+---ffi---m (1)-0-~----~ -::::) · ... _J m "'+'l ~ c5 1"1+ ~ 0 ·+ ;_; ------1--------+------------+------------+-----------+-----------+-----------+-----------+------+-o:::, _~'=.,_!!:! CY .... lO . ~ t::-, m 1"1-r"'--,,1----+------=-----+------------+------------+---------l ~ [/} + o·x ::, ·:;_-t0 ~ -~~:;; _J-.... ---f-------+------l--,;,,..------l--1-----------l----:Zo_ o z .. ~~ceWe.____:o=+'-v-i.-,--1----;,0~l'..,.½--''-------l='=•l--c--!c'' •------.,r1l-""'b,~~~'--------------+------------+------------+--------l 62 62 z O> <O ,.. ;-~ 0 :,_ • Cl <( -f-<(' 1--0 :'( '-.0 1<::{/0 -,_.,, 0 r---CO u... ,-...., U V ID-IO __ Z -~-_O O r-,..., ., ...... 1 •-------t-------1-----0-t0 ~~----~--:R,------------+--:i:~-g ~~_,~-----+-----------+------------1---------------t-----~-+-i~o~•~ w U1 i-m tti ~-m ;;;,j-1--~-✓~----------+------------+------------+--------+-----• 1--------+------..-,-., 'm rv~d~lll 7-m-.!=~"""' ,55% ---=----.. -~+-----------+------------1----------------t--------l :::J l.lJ _j I -~ _j r, I-...._ LL -.£ 0 _,, ·u... O:::c.ou_ a.. LJ... ,~ ........... -.... ooo/o j• 0 1 ...... ......_o e-..-----1--------+-----~-~-~ -rn I .JO :-.;;, ~ ~-~--t-~-•~:-----+-----------+-----------+-----------+------+-----> ~ V'l + -;:--·x ~ + «f < m ~-·m ::::) a .---a __;::::;:--1--------+-------iz ......_ n w '""'r---ro o::: _-'----,-~-..:o c 1 c 1.~-'-S-,Ius------+-----------+------------l------------+---~----t=-------+-----------+-----------+-----------l--------------l----------l 61 o;:.d u:.:d 0"' LLr-.Ol O>O<Cof-----------61 •-------t-------+------o+..,.~'°~,'f-'-', ____ b __ <D, ____ .~_°;>_~ o ± cri a,-a, r-i= <C.-----+-----------+-----------+---------------~ -,=------------1------------+-----------+------------1---------------1------+-----1 0 <t: u 1-z ;:!: u ~ ~ ~ ~ I,{) m m en ........ :'.:2 Exis TC t---------t-----iTi_zl bit;.~ j I c.q_i.-, I TC ~·~-ii'~--'-~: ~+----~~--------~---=-=cff~---==i==-----'==~-----==-1-------------1-------=-----:__ __ -_---=-= __ -_ -_ -_ -_ -_ +-1--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ --+-1--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ --+-1---_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_-:I---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-;_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ -,-I---_-_-_-_-_-_-_-_-_-_ ---l--l ~-----::-===~~-----==:1c==-::::'U~J~-,-5:'.·r.~.~::::::f~{*-..;;~~ o t 0-iiiti F-c,1"7o ~ , ;, I m (J) I-1t).T,,) _,,,,,,,,,,. , __ 6_0 _ __,_ _____ --+------------+---~---sx_. ~-.1LN1::~~5~%~..,----~-v--1/~:::::::::::::::::;:::::::::::::::::::~::::::::::::::::::~~::::::::::::::::::~:::::::::::::::::::~:::::::::::::::::::~:::::::::::::::::::~:::::::::::::::::::;:::::::::::::::::::;:::::::::~--t---6_0 __ 1 59 58 5-50' 59 1--------+------------+---•~••_CR&JACJ~Sl'.AB=.S,_W, __ ,_'"--+------------+------------+------------+-----------+-----------+-~"•_CR&JACKSl'.AR-S,•~•-' ---+------------+------------+-------------+---------< SCALE: Horiz 1 "=5' SCALE: Horiz 1 "=5' l--------+------------+-----~·-ert-r"=1· vert r"=r~----+------------+--------------+-------------+---------1 418+00 --~1 RT "ECR&JACKSPAR-SW" 41'17+94-56 (Fq '6(,1-06) MA TG:H E'Xist "ECR&JACKSPAR-SW" 417+9il--56 MATCH Elxist I 417+75 I --...... _ ri ----=-======~\;);,~ 1 ',, ' """' ' 0 "ECR&JACKSPAR-SW" 417+78.90= I EL CAMINO REAL AND JACKSPAR SW CURB PLAN -TYPE A-1 CURB "ECR&JACKSPAR-SVI' SCALE: 1''=5' ' Dr RAMP 58 417+50 417+25 417+00 EL CAMINO REAL ( ) HORIZONTAL DATA TABLE NO. DEL TA/BEARING 38"43'06" 2 N27"40'15"W REMARKS TOP OF CURB Re\ CURB 3 N22"39'42"W 4 N1 6"21 '04"W 5 35"52'16" RADIUS LENGTH 35-00' 23-65' -9-91' -4.05' -3.86' 35-00' 21-91' ~-;,' \ (FG 61-98) 1~ ' ~ / MATCH Exist~~-======= .:ECR-"JACK--SPARc-SE" 4;7+22-34 /"' // \ /pa-c.;,, // ~ ?\PIP Exist TRAPFIC SIGNAl POLE ~ c---b // ,:L . ~ ( / I "ECR'&JACKSPAR-SEl" 417+32-.34= v .. ,, " / ~_i;;;;n' RT "FCR0•.1,,,...1"'.SPA1=;? .c:::~" 417-L?? __ ,A , 66-91'1 LT 'iEL CAMINqJ R~iL" 417+313-92 _ / .,r:;~_IIP _Exis_t TRAF_F~C SIGNAL PULLBOX TYPE 11-1 CURB RAMR P\R SDR_s_D GL28 --// _ I • L\ o,• _,~ --------~ . . Re\ CURB Re\ CURB TOP OF CURB 0 6 N65"12'00"W 7 S72"24'04"W -7-32' -10.48' ~ ~ -11 ~ ~ 00:o:0:00~So>o" .-r'~/" C ooooo~~ ~ 9.11' LT "~ri::;i.o~.•-,t·r1<c::PAD .c::i:-" 41.., ·.;_:_Ac; Y o0o0o0o0o0o 0 Re\ CURB Re\ CURB I <r; ~ ~000000 .,_'? ·So> (TG-p2:55) -_,,, _,.--/ /J-~-.> ,.0 • Gg IRet CURB PER-SDRSD G-01 --~ v, ~ , i\lT<1'H Exist _,,, _,,, '° I I/ ?--. ~s00, '>\ ,// ~~~-1, ,.,,, _7 ____ __..:___ __ --1~---'r,1s::' ~ f!:J-:--s -: d o ~ 1 r 7 ~g/ti!j 1, ,\/ / I ---J j /; (I FG 61-91 \ \ o' \ 20' \ 40' 80' ;, i , t.Ji.5-1 p; % TC 6 2/.41 \ 1, ..___1,,, 5-50' RT "ECR&JACKSPAR-SE" 417+44-25 .:: / 6-6' r / 6 \ \ (FG 60-33) ----....11 / Exist TRAFFIC J,IGNAL PUL~ '-------=,-, • CALL 2 FULL WORKING DAYS BEFORE YOU DIG \._ 0 er: <( [L (f) ::::s::: u <( ---:i 1450 FRAZEE ROAD SUITE 100 SAN DIEGO, CA 92106 (658) 514-6377 MATCH Exist ( Ii TO BE ADtl>JSTED TO 3lADE I\ \ 7-08' LT "ECR&JACKSPAR-SE'\\417+44-25 MATCH\Exist ( ) / , \ , , (~g ~1 :;g) / \ \ \ ~ END Re\ CURB PER SDRSD G-0•1 \ \ MATCH Exist EL CAMINO REAL AND SE CURB ~~OfESS/®2 ffe"' ,;,,. tf -~ § MARY E. WESlRUM t "' ., No-C7541B 12/31 /21 • CIIAL ;J-. OF cf'\.\'( PLAN -TYPE "ECR&JACKSPAR-SE" SCALE: 1 "= 5' DATE INITIAL ENGINEER OF WORK JACKSPAR Dr A-1 CURB RAMP DATE INITIAL REVISION DESCRIPTION O1HER APPROVAL I DATE INITIAL CllY APPROVAL / I HAS BUIL TH P.E. EXP. DATE REVIE\v'ED BY• INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT CONSTRUCTION DETAIIB FOR EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXPIRES 6 /20 /22 DATE DWN BY: CHKD BY: MEW RVWD BY: MT I PROJECT NO. I DRAWING NO. XXXX DWG XXX '----------' EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)81186 86 85 85 •-•-I ...J ..... a D t._. 84 a::: u ...J 84 a_ ~N --, .z ·rr,-co a <( • ...J <O m-o:: ,-,.u:: CJ--a::: rv m --...... a_ 00 a_ +~ ::;; 00 5, "' --UC ·sr;-;; <( -' N ~ ·.:-..;J -~_(3 12 ~ I') ::;; <O -,.._ <( N-' Cl:'. N "' 00 <O Cl:'. 83 -a'""" ©N --=-n_ ~--:..9, 83 00 LL -O> Cl:'. 00 ...J ::;; --"' Q'.l -g j"=_, 0 + . '? CJ? O>~ <( N 00 <( + <O _a::: -"' tel-o-.. --, -Cl:'. 0 _J Ct'. LL. m (/] >-000 v 00 5:: 'f 00 00 -::J D • ~ 0 ::;; "' "' r--LL u vN --.:t G:: D --, -+ '-... LL !!l_t0 w v ...J Q . 0 + . >-LL u vN Cl:'. "' ,.._ "' ro fil <( >-<I:'-.c!_..2::,,. 00 ::J o-~-= -~ '<l a st-N :ls· -~ -a::: g;:: ---......:.so-%" pv....J ~ m (/] >-Cl (/] e=" ;Z I~µ 00 0 ~ ~"-= LL 82 -FG @ RT TC LL. ,,, ........ z >-u ._ <e:--::,. 82 ..... 1.24% n.57% w (/) >-mc:~TC co TC../ 0.50% ~ I u "' ,.._ G:. I-m <OD L G_@_RI_T:C w -N co '" -oo u ~-D -+ 81 ;i; vu m o,r--81 Or co-I--· v l() w j'.': .+u I, I ,•"')-r I w (/] ~ ·-,, -· <( ->-·-■-80 (/] [iJ 80 en 79 tJW IC f=2SOEJ1 ~ CASE CM CUS8 -SAM0 SE IC f=2SOEJ1 ~ CASE CM CU~8 SAM0 79 "C-CR&Spl\ll\lYCBEEK=.1\1>" "R :i:-" CR&S_UI\II\IYCREE~-S SCALE: Horiz 1 "=5' 'SCALE: Horiz 1 "=5' vert,·"=l vert l"=l 78 78 404+25 404+00 403+ 75 403+50 t£:_ t£:_ \ V 0-' \ \. -z -z -z -z \ ?J.-( ?J .-( \ \ l'v' ,, / Q 0-0 0-0 ?J ?J ~ ~ PROP R/W-\ \ \ ~ ~ \ I I - -PROP R/W7--- - - -.... -er, ~?In? - - -----ECR&SUNNkEEK-NE" 404+17., - -' - -I 5.50' RT " \,,,, FG 8.1. 71 5.50' RT "ECR&SUNNYCREEK-SE" 403+52.23 / FG 82'.54 \ / ~ ) HORIZONTAL DATA TABLE TC 82":2·1~~ ✓ FG1 82.16 TC 8'.2.54 V 1c 82!52 DEL TA/BEARING 10.3' "'-6' TO 82.16 yRel CUR~si;/ G-01 , 7' /1 10,3• I NO. RADIUS LENGTH REMARKS Belg Rel ~RB PER SDRSD G-01 ' I ) I/ I I I 1 S52"31 '09"W -5.71' TOP OF CURB / " , ' I I ~/ -~ t ~ ~-~ -;:J ~01oo0°0°0°J'0'oo ~ 2 50'42'13" 15.00' 13.27' TOP OF CURB gJ'oo 0.45% 7.50% 000°000000 1 "ECR&SUNNYCREEK-NE" 403+98.36 0 0 0000 0 !t ~ -ooood,00000000 3 S52"31 '09"W -17.32' Rel CURB "ECR&SUNNYCREEK-SE" 403+ 70.21 }~❖oooo{❖~~J'o" t ~ t ~ ~i FL 81.88 \ . 6 ~ ---l() LO 0--0:0:0:0:a:0::~~~o}:o}}~q ~ ~ · FL 81.67 o,oooo0oob'000 0 6 L';rr:i... '\ ri). N u-:i --&----~ TC 82.38 4 50'42'13" 15.00' 13.27' TOP OF CURB TC 82.17 \ ~•ooooooos;,00000000 N / ~ o o o51Jo~o-o-o o o O ~ / :,;; 0 0~00000~9. '\ '\ ~ ~=' I> -J_Q9.P-0 0 0 0 0 Beg Rel CURB PER SDRSD G-01 5 N52'31 '09"W 4.71' TOP OF CURB ·000 0 -. -END Rel CURB PER SDRSD G-01 ::}:::-•Os ooo ~ 2 ' ------------------6 N52'31 '09"W -16.32' Rel CURB 4 ) J' I \ ~ I> ~ ~ --------11---------------/ 6 \ ______..------,'-l '>~ I ' "ECR&SUNNYCREEK SE" 403+64.22-~ \ --I ¼ "ECR&SUNNYCREEK-NE" 404+04.35-54.73' RT "EL CAMINO REAL" 403+63.94 -54.73' RT "EL CAMINO REAL" 404+04.64 "ECR&SUNNYCREEK-SE" 403+52.23 -CASE CM CURB RAMP PER CTSP A88B ---CASE CM CURB RAMP PER CTSP A88B \ "ECR&SUNNYCREEK-NE" 404+17.34 / --\ o' 20' 40' 80' ---------' - -~ SCALE· 1"=40' -------------- ------ -- -~~xisl R/W - -HAS BUIL TH EL CAMINO REAL AND SUNNY CREEK Rd SE CURB PLAN -CASE CM CURB RAMP P.E. EXP. DATE ---------------------------------------------------------"ECR&SUNNYCREEK-SE" I ' I SCALE: 1 "=5' REVIEw'ED BY• T ,T T T T T T T T --T T T T T T T T T T T T T . -- -INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ EL CAMINO REAL ENGINEERING DEPARTMENT 2 EL CAMINO REAL AND SUNNY CREEK Rd CONSTRUCTION DET.AIIB FOR NE CURB PLAN -CASE CM CURB RAMP EL CAMINO REAL DIG ~RT ROADWAY IMPROVEMENTS "ECR&SUNNYCREEK-NE" ~~OfESS/®2 SCALE: 1 "=5' ~P.~~~?~ ffe"' ~ FROM SUNNY CREEK Rd TO JACKSPAR Dr ~ ... ,,,,,,, ~-• tj ~ § MARY E. WESlRUM t APPROVED: HOSSEIN AJIDEH "' ., No. C7541B 12/31 /21 • ENGINEERING MANAGER RCE 75991 EXPIRES 6 /20 /22 DATE --I< Exp. 1450 FRAZEE ROAD CIIAL ;J-. DWN BY: I I DRAWING NO. SUITE 100 J';, PROJECT NO. SAN DIEGO, CA 92106 (658) 514-6377 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: MEW CALL 2 FULL WORKING DAYS ,,,, REVISION DESCRIPTION xxxx OF cf'\.\'( RVWD BY: MI DWG XXX BEFORE YOU DIG ENGINEER OF WORK 01HER APPROVAL CllY APPROVAL EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811o· 100 90 80 -en X w c---_______ _D,,,_\/V-'(-~Gl=l~IJWbb[r:-~----+--------+---------+--------t---cE------------j WIDTH LENGTH D~IVEWAY ~ L/R s JRFACE (FT.} (FT.) TYPE ; ~ 0 STATION I co l 0 c-----i-E-L -ctt~;tt~ ,R_E_A_L ---t--o "-,-i-"f>ic---15~0•--43~5o~c---,G"'r<1-D ~ ~-~--------------j co ~ c., ~ ~ ~ NOTE: o __ Lt1 ~ c-------------i-------------t------------i-------------t--------~~ ~ N;-------------i · 01 0 1. AC DWY SHALL BE 3" AC/6" AB OVER 6" NATIVE ~ ~ ;!: SUBGRADE COMPACTED TO 95% RC. + 9 _ 2. DWY LENGTH SHALL BE MEASURED FROM BACK OF SW. o -,..._ -(0 ri t'1 <Xl ri _J <Xl (_) 0 <Xl ri <Xl \2 w Exist R/W ~ > -rn '-' o (0.83%} 0 t'1 LO <Xl <Xl c,i 10 LO + + 0 0 --L{) -+-,_..-4,'------"EL CAM NO REAL" ri -r 1 co _____--/ '0.83% 410-+22.87 + / ~ CV V :✓---~--+------------j c------------0+-----------+----------t-+---+--+-----+-3/~-----------t--------------j ~ ,,,V /v L OG v-------/ 1------------+---------=='1'-=~----~-t-+---+---t,;'-----+--------------t--------------j -2.39% 2.00% 100 90 80 9+75 10+00 11 +00 11+25 ~ CAMINO REAl' I D D I D l ~ v ' "' I :;i 11 " I>'. D (0 rn~•-.~~: ---i: (0 I I ~ I D 10 oo I I 0 -D v I D 10· 20' 40' ~--~-SCALE: 1"=10' PROFILE: "DWY 410+23" SCALE: Horiz.1 "=1 Q' Vert. 1''=2.5' l_J "<e w er:: 11 'LI /1 '1 ;1 '1 . Lt\-': ~7r I 7.50' LT "DWY 410+23" 11+02.00 OG 89.06 ~~A TCH E~ist ,,.-0 z Q <2r; u _J ,:W • ·,t '"+'.'~\ N33" 07' n 0.44"E\ 67.231' I 00 ,: ~ -~ '1 -11 , ,-,l R-I '1 I ~ ~l '~I 11 ;1 d -;~1 Ji I I I ,-1 ' "' □1 ~ I· I \ ~ I \ \ !I I I I ti\ I I I I I I I I I I I \, ·-/" / / ·/ ' PLAN: "DWY 410+23" SCALE : 1"=10' "4\~V. \ //2,1(0' "DWY 410+23" 11+02.00 / V (/I ~ \\ OG 89.00 / MATCH Exist ,,.-,,.-v ~ ,,.,/'\ V / \_PARCEL LINE 145D FRAZEE Ro.AD SUITI> 100 7.50' RT "DWY 410+23" 11+02.00 OG 88.99 MATCH Exist Exist R/W DOKKEN ENGINEERING CALL 2 FULL WORKING DAYS BEFORE YOU DIG SAN DIEGO, CA 92108 (858) 514-83?7 90 90 v -"' --"EL CAMINO REAL" -Exi st -en -~ 403-+154.13 X R w X w w LO v :r: 00 LO :r: (_) ~ ~ t-00 -,..._ 00 0 <( ,..._ <( 0 :::. rn §; d :::. '-' 0 ,..._ 00 LO 0 L{) v rn 0 + t'1 0 (_) 0 r;: 0 > 0 -LG + LO 0 L 0 + ,..._ 0 '-' -0 + 0 0 -0 d -00 00 ------+ v -------1.9 % in 2-~-0 -+ 0 -'7 80 ~-r,,.J 80 . .J-'t! "Z "----74 74 9+90 10+00 11+00 PROFILE: "SUNNY CREEK" SCALE: H oriz.1 "= 1 O' Vert. 1''=2.5' \ I HAS BUIL TH P.E. ---EXP. ___ _ DATE ,\ /, I o' 10' 20' 40' ~-----', PLAN: "SUNNY CREEK" REVIEl.'ED BY• SCALE-/'=/0' ARY E. WESTRU C75418 12/31 /21 SCALE : 1 "=1 O' INSPECTOR DATE 1------1---+----------------+----+---+-----t----' CONSTRUCTION DETAII.'3 FOR EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH t-----1---+----------------+----+--+-----1---1 ENGINEERING MANAGER RCE 75991 EXPIRES 6 20 22 DATE 1------1---+----------------+----+---+-----t----' DWN BY: c--D_ATE_~IN_lll_AL-+_D_A_TE~_IN_lll_AL__, CHKD BY: MEW OlHER APPROVAL CITY APPROVAL RVWD BY: MT DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I DRAWING NO. DWG XXX '----------' PROJECT NO. xxxx EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)81111 L I \ APN 209-060-53-00 \ I I O SPECTRUM TELECOM PULLBOX -VERIZON TELECOM LINE Tci\ 0 "' PIP CMWD 8" ACP WATER LINE TO BE RELOCATED BY OTHERS BE RELOCATED BY OTHERS \l cJ O PIP CCWD 24" PVC SEWER LINE APN 209-060-58-00 \ ( ) I " ,:' " ,, \ __[Exist R/W -PIP VERIZON TELECOM LINE PIP CMWD WATER VALVE 3'\ ~ <( PIP CMWD WATER VALVE (3) VERIZON TELECOM PULLBOX " • • . -SPECTRUM TELECOM ~NE CMWD WATER METER (2)r\ \ U OJ -\ PROP R/W TO BE RELOCATED BY OTHERS ~-,, " rKM WARNING SIGN'' \ \J 1 -~ ----,-TO BE RELOCATED BY OTHERS TO BE ADJUSTED TO GRADE-~ 'I zl~I ( -~I'~ rTCE AT&T TELECOM PULLBOX _,,_----" TO BE RELOCATED _j I ,,_____ --- - --~ SDG&E 3" GAS LINE TO Be:\\---• • ,, <( _L/ . CMWD WATER VALVE TO BE RELOCATED BY -,, ----?PIP KM 10" HIGH PRESSURE BY OTHERS ___ -~ VERIZON TELECOM ANDHOLE -RELOCATED !'lX-OfHERS0 I~ 0::: 1)/:: "' _ TO BE ADJUSTED TO GRADE OTHERS _,, ~ STEEL PETROLEUM LINE --_/ PIP CMWD 12" ACP EFFLUENT DISPOSAL PIPELINE;---"'t--_ TO BE RELOCATED BY OTHERS Exist R/W ~ PROP R/W '" -~ ::i:: !11, ,~ rPIP CMWD 12" PVC WATER '~-_______ _,. -------RECYCLED WATER LINEr-AT&T TELECOM LINE TO BE ' --------► J_ ~ .. 04 h , "!, , 11 y.'f, ---1-LINE • __ =--/ , -----, / PIP CMWD 20" STEEi£ ~ r , --,,,,. ~ ~ l.c,' , -, ----RELOCATED BY OTHERS _ 0 _ ;;---~□ ___ AB--8/'!DONED WATER LIN{\ n \~~ J _ :_1 '71. ~~V-.l ~~=vl,~,1 v v v v v v v ;' v v v v v v v , , ,, 0_0-□-r-[ :,_~o --' ' ' ~ ~ "TY L,f---+-~ ' 1 j/ '-~~,'L -'b't. ,::::::;~~~~:;;~:::;;;~::::::;~:::;;;:::;;;::::::::::;;;~:::;;;::::::::::::::::::::::;;;:::;;;:::;;;:::;;;~;::r,_:::ccc~~~-B;i:-~=~=~.l.!□~-T _u __ c=-t+~-t:> TIFA~&'cl'=T~lsE!:iElM,-•· -_ °" I ~ ~ i· ·°" .-·. "' g ='.~ uJ n rn : _j / i I -T-I ~-=::i', --,{ . f ______. IT -----T -----T __ ___,_ , -= 8 -' ,' ' T -----T -----f--+-T J1 :1 + ~==;;;.;;¥==~=::crin==7 r T I -I TT T. -T rl,XL11J T □ T / --__ J -cl) -r -• '-, , :\___ -l. _ -.Ji: ·.1 T I, / r T T °"-~-n · ------· · " · x er:-=--w ·r r r· ·-, -=-•--;_t--'----~'=,. ,;,_,_-__ -__ --1 ~ ===-'-C L ~ w " ~T T 1 t-' I' T T □ -□ -•□ D u T -----I T ~ -.,_, ~. ---• -' -n ~ □ -□ -R'w'-----RV----R'w' R'w' R\./ r----:; l -V .. ~ ---+------~-RV0 .------O w :..R.l,,.l... u ~ RW----1-----cceel/-' ------~ 'liv----"t--,..-RV-+----+ RV -□ -□ -"-----',/ ----',/ -----',/ ----',/ -----R',/-__ : '. R',1-----R'w' ------I □ _____ ',/ _____ ',/ w ~ n,, ..._ 11--"---,, " -,,,;11, ~ , " . n ~In -------D -'w' ~---V -----V -----',/ -----t.L W RV RV V ',/ ____ "_ v -----v u ..., -w -;.: • ii I v 0 v □-□ □-□ . w....1 □ o --o~ , ' ,: , □ □ □ □ -#5 □ □ o □· □ □I =""1'51 □ R. l : 3: □ i--\4i1, ~□ -□ _v □ -□ ___l/o_--4.fil] □ D . □ □ 12!-,U---D 0 o 0 --1,j:q,J--/o 0 -Q □ D ~041-4-□ □ / 'vi \J I l ' I l ' ' D D □ 044-2-0 --,lo_, ' 0 '" .. EL CAMINO REAL ~~-',J----t----',/~~-\/--~ en~~ ---t-c----v----v-----'v!----v-----'w' I ~ ----u -----V -----V --+-~-V ---+----j-V ~ --+---G -----G ---,----G -----+------',/ -----f w c, _____ G _____ G -----G / J uJ --=-:=-:;-::.-+--G G -----G ---1-~-S -----er/ -----S S -----~ S -t. • / G G l s -,s f ',/ ',/ ',/ I G G s s G G ----G -----G --"""~+--G . ,' I s s -----s -----s -----s .L i --_,,/c:___~ ~ t:1 -=-~-=-=s~-=-=-~-==-~-=~si-'-::=_=_=_~-=~~s===---=-►=--r---, ." .. "/"L===~=-==c.==-c~~~~~~::-:~~::-:~~~-1/-""-+f~~,~""~,-~~E~::=:'~".======-="~'::'.7~1~~~==:-'.'.'.~:.==::t:~:.==::~~:_==::~==c=.=-====-==c,,,;;,c,.!,:~s~~,~(/) ---.:::-= -------co,}~ ~ t ., ,_ [/~~/ rf: ,;:-.,.--~~:_---y---PIP CMWD 36" DIP WATER LINEJ / II:,---,~ ----------&-\:\ \\ " D ,;,'' '-'-0, PIP CCWD 8" PVC SEWER LINE_} PIP SDG&E 4" PE GAS LINE -.., s 7 ----------I Exist R/W '¾='-" l\ "' ,: ,;, "~~ II c: ~ = e Ir/\.,: Q 11 ;;,\ ~ ~ PIP KM 16" HIGH PRESSURE STEEL PETROLEUM LINE II "'-,iii=-r== ~"" II "" 1/,;/ 1 er:: APN 212-160-31-00 II ,;. <(' II ~ ,;.,;. ( I J SDG&E ELECTRICAL Ll~~l'O BE I 0..., ~ I RELOGATEDJlY OTHERS /\ ,: ~~ PIP CMW~5'• DIP WATER LINE _J -/'\ \✓ "" 7 \ UTILITY PLAN: EL CAMINO REAL SCALE: 1 "= 40' APN 209-090-11-00 I I I PIP CMWD 12" ACP EFFLUENT DISPOSAL PIPELINE/ RECYCLED WATER LINE • o-□-□-~ --~ // li'.iR75RESSURE STEEL PETROLEUM LIN!;,..--I/ -----------------// --LINE ,/J APN J12-102-75-00 /f UTIL ITY PLAN: EL CAMINO REAL SCALE: 1 "=40' DIC~ RT ~OfESS/~ ~~~~~~~ ~ { ::f,l ~ .J • tj ~ § MARY E. WESTRUM ~ • "' "' No, C75418 12/31 /21 -~ Exp. * 145D FRAZEE Ro.AD Cl\/1L J SUITI> 100 SAN DIEGO, CA 92108 (858) 514-83?7 "'" DATE INITIAL CALL 2 FULL WORKING DAYS .,.re REVISION DESCRIPTION OF c~\. ,~ BEFORE YOU DIG ENGINEER OF WORK GENERAL NOTES: -AMERICAN TE~PHONE & TE~GRAPH (AT&T) -CITY OF CARLSBAD WASTEWATER DIVISION (CCWD) -CARLSBAD MUNICIPAL WATER DISTRICT {CM\\O) -KINDER MORGAN ENERGY PARTNERS L.P. (KM) -SAN DIEGO GAS & ELECTRIC (SDG&E) o' 20' 40' 80' SCALE· 1"=40' o' 20' 40• 80' ---~ SCALE: I '=40' HAS BUIL TH I P.E. EXP. DATE I REVIE\IED BY• INSPECTOR DATE ~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 2 1 UTIIJTY PLANS FOR EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXPIRES 6 /20 /22 DATE DWN BY: GH I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: MEW RVWD BY: MT xxxx DWG XXX OlHER APPROVAL CITY APPROVAL EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)8110 I{) + 0 0 'V I I I / __ _ SPECTRUM TELECOM LINE TO BE RELOCATED BY OTHERS VERIZON TELECOM LINE TO BE RELOCATED BY OTHERS PIP VERIZON TELECOM LINE AT&T TELECOM LINE TO BE RELOCATED BY OTHERS PIP AT&T TELECOM LINE APN 209-090-11-00 PIP CMWD 12" ACP EFFLUENT DISPOSAL PIPELINE/ RECYCLED WATER LINE PIP CMWD 12" PVC WATER LINE PIP CMWD 20" STEEL ABANDONED WATER LINE ----,1---_ -----1-r ~= T R\/ -J.(C \I \I PIP SDG&E ELECTRICAL LINE APN 212-130-44-00 UTILITY PLAN: EL CAMINO REAL SCALE: 1 "=40' DICA RT ~~~~~~~ ~ • • -145D FRAZEE Ro.AD SUITI> 100 CALL 2 FULL WORKING DAYS SAN DIEGO, CA 92108 (858) 514-83?7 BEFORE YOU DIG I I \ \ I I I \/:,I , 0 \\\\~\ \ \ \ \ \ I \ I 1 1 \ \ ~Of ESS /~l qi,"' ~ ,!fl " ~ § MARY E. WESTRUM ~ "' "' No. C75418 ~ Exp, 12/31 /21 * CIVIL J oJ'_., .,.re OF c~\. ,~ GENERAL NOTES: -AMERICAN TELEPHONE & TELEGRAPH (AT&T) -CITY OF CARLSBAD WASTEWATER DIVISION (CCWD) -CARLSBAD MUNICIPAL WATER DISTRICT (CM\\O) -KINDER MORGAN ENERGY PARTNERS L.P. (KM) -SAN DIEGO GAS & ELECTRIC (SDG&E) \ I ----------0 o· 20· 40• ao· '-------=,· SCALE· 1 "=40' -~, HAS BUIL TH - -- -................ ~ P.E. EXP. DATE REVIE\IED BY• INSPECTOR DATE ~ CITY OF CARLSBAD ~ 2 ENGINEERING DEPARTMENT 2 UTIIJTY PLANS FOR EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXPIRES 6 /20 /22 DATE DWN BY: GH I I DRAWING NO. PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: MEW REVISION DESCRIPTION xxxx RVWD BY: MT DWG XXX ENGINEER OF WORK OlHER APPROVAL CITY APPROVAL EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811APN 209-060-58-00APN 209-060-53-00APN 212-160-31-00CURB ON GRAVITY WALL SEE DETAIL SHEET 17 5.5' SIDEWALK #4 @ 18" o.c. VARIES SEE STORM DRAIN PLANS BIOFILTRATION SOIL MEDIA 8" PERFORATED SCH 40 PVC PIPE R/W VARIES GRAVITY Ret WALL -TYPE A PER SDRSD C-09 GRAVEL LA YER (AASHTO #57 STONE) BIOFIL TRATION BMP TYPICAL SECTION ~WJ J LJlc ·n IFil Fl .• NOTES: 1. PROVIDE STENCILING OR LABELING INDICATING "NO DUMPING ONLY RAIN IN THE DRAIN". 2. BIOFILTRATION BMP CONFINED BY GRAVITY Ret WALL -TYPE A AND CURB ON GRAVITY WALL. SEE IMPROVEMENT PLAN SHEETS. 3. FOR 8" CLEANOUT, 24"x24" CLEANOUT, 8" OBSERVATION WELL, 8" OVERFLOW RISER, SIDEWALK UNDERDRAIN, AND BIOFILTRATION BMP, SEE STORM DRAIN DETAIL SHEETS. 4. CURB INLET STATION/OFFSET TAKEN AT CENTER OF STRUCTURE AT TOP OF CURB. 5. HEADWALL STATION/OFFSET TAKEN AT CENTER OF STRUCTURE. 6. BIOFILTRATION BMP STATION/OFFSET TAKEN AT BACK OF CURB. 7. 24"X24" CLEANOUT STATION/OFFSET TAKEN AT CENTER OF STRUCTURE. 0 NO. 1 2 3 4 5 STORM DEL TA/BEARING RADIUS I'> 01'26'41.09" 3555.87 I'> 01'26'31.79" 3555.87 N31 "1 O' 42.13"E -I'> 01 '17'02.31" 3561.37 S57"28'34.23"E -NOT TO SCALE STORM DRAIN DATA LENGTH REMARKS 89.66' 8" NON-PERFORATED PVC 89.50' 8" NON-PERFORATED PVC 4.17' 8" NON-PERFORATED PVC 79.81' 8" PERFORATED PVC 60.62' 8" NON-PERFORATED PVC DRAIN PLAN: EL CAMINO REAL SCALE: 1 "=40' CALL 2 FULL WORKING DAYS BEFORE YOU DIG 145D FRAZEE Ro.AD SUITI> 100 DOKKEN ENGINEERING SAN DIEGO, CA 92108 (858) 514-83?7 PAMELA DALCIN-WALLING C52187 12(31 /22 \ \ \ o· 20· 40• ao· '-----=; SCALE-1 "=40' HAS BUIL TH P.E. ---EXP. ___ _ DATE -----I' -100 ==--= .-i ~ -Ii ,, II Ji I REVIEl.'ED BY• INSPECTOR DATE 1------1-------+-----------------+-----11----+----+------1 STORM DRAIN PLANS FOR EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH 1----t----+----------------+-------11----+--+-----1 ENGINEERING MANAGER RCE 75991 EXPIRES 6 20 22 DATE DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: SK RVWD BY: POW I DRAWING NO. DWG XXX '----------' PROJECT NO. xxxx EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811APN 209-090-11-00APN 209-060-48-00APN 212-160-31-00APN 212-102-75-00---, ;!!_,.,., ~sf-II l"1 o r----------f---------------<--------Cj-0-~ >--,-..;:~------f--------------f------<-+-----------<------------+---------l 100 100 •·o 11;;!; -o _I!,~ it ~ Jr--+----'x"nl '+-------i------------r---.aNewi;;-~. ----------t------------t--------1------1 i---------t------,-------t-------------t-------------t-----------+--<~•-"'~-'------------,---t-------------1---------wle---+---e,"."--------+------------+----¥1-""---------+-----------+---------l 0 ,;;;J-O I,,.... <C ,;;j-<(_Q w g: V rn 52~--------+-----------+---------l >--------+------1-----------+------------+------------+-----------+--~r-----~ 0 0::,...,, -.... -w' I >-~ • w n <l:: ____ --'I.JJ__ _ci O !:!-' b::: D... ,...,, i---------t------~-----t-------------t-------------t-----------+----\-~10 o...~'-----t-------------1--------=1w >-=lo?,----------t------------t-~1~~--------+-----------+---------l >-w ,, Lo I-: ?-+ 1-: 1-W ,------_W L_ :..... n _J "F·oo L_ L_:..... 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(/)--------+-----------+-----------+-----------+,/ __ ---_-=L=====,='=i __ 1 __________ 1 _______ "2~1_✓12t----_ _,_+--0 I , \ >--------+-----<-:;...,,-,"~:::! 7" '\r f"'J O I ~--.,-,..,___------+-----\\,----------+-c~-...L ~ (0 / I CX) 0 _, ,-, 70 l'J ..._l------+-----------+-----------+-------------<~/N-1-•-5=0-79% ,-.. -,-._c"--·t--l-/---,-C,-..._-N \ " r-:+------------+------------+---------l 70 1------+------1----~~-hr,,--'"·-0-------+-----------+------------+-------------c,.l-~--O' •~,==;;:· ,F•=~\J: J -2+--+--+----'w,,,II -/:_ -~,!--------t--'-1.___,,11---'--o) ~~;7R8~io (1350-D) J.t----------1----------------1------+------1 1----------+----.,.----b -,-------+-----------+-----------+----------~· --~-00 -,.,.,ct---1---t-I oo· ,.,., ':!-IL100=6.A8-Ee-'-"'~--+------------+------------+----------i >--------+---~~-~:-o--------+-----------+------------+------------+-~e•~-II ~ -EXISIConcDTTCH '.-8~RGP-(-1-aS0-01-9-I I ~-~1--w---------j-----Q-'0_0=_7_._61_C_FS __ -+-----------+------------+--------I . ,-•-,-L=50.18' ,-,-i---------t---------a~--------+-----------+-----------+-----------+----t1I--11 _ti ll--11,-t--------+------------+------------+------------+----------i ..:... w w I w V100=4.80 FPS / w "c! 60 60 t-------+--------t~=>-,-------+-----------+-----------+-----------+----1-+----~--+------------+---+~_,100=-2-c39-GF-S----+,,---~-------+------------+------------+------------+--------, 1------+------t-----'=--i----------,--------------i----------------i-------------+-----=--J·-------+------------+-------.c.xlsTINc-:36"-RCP'-=ll--------------1------------t-----------+-----------+------l------1 Sl' 36" RCP (1350-D)(11)--i CDC t-------+--------1a=il-LJ,53_47•·='-----------+------------+------IL100=2-9.5-.Eu,.,,__+-----------t-----------1-------------+-----------+---------l " I 0100=17.19 CFS >--------+------.-------+--------------i--------------i-----------v.,00=8,\J'i'-FP-S---------+------------+------------+------------+------------+--------------i--------------i--------, >--------+------.-------+--------------i--------------i---------Q~i,00=25.69 CFS 50 40 411 + 00 410+00 NOTES: l 1. PROVIDE STENCILING OR LABELING IND/CA TING "NO DUMPING ONLY RAIN IN TI-IE DRAIN" AT ALL INLETS. 2. BIOFILTRATION BMP CONFINED BY GRAVITY Ret WALL -TYPE A AND CURB ON GRAVITY WALL. SEE IMPROVEMENT PLAN SHEETS. 3. FOR 8" CLEANOUT, 24"x24" CLEANOUT, 8" OBSERVATION WELL, 8" OVERFLOW RISER, SIDEWALK UNDERDRAIN, AND BIOFILTRATION BMP, SEE STORM DRAIN DETAIL SHEETS. 4. CURB INLET STATION/OFFSET TAKEN AT CENTER OF STRUCTURE AT TOP OF CURB. 5. HEADWALL STATION/OFFSET TAKEN AT CENTER OF STRUCTURE. 6. BIOFILTRATION BMP STATION/OFFSET TAKEN AT BACK OF CURB. 7. 24"X24" CLEANOUT STATION/OFFSET TAKEN AT CENTER OF STRUCTURE. 0 NO. 5 6 7 8 9 10 11 409+00 STORM DEL TA/BEARING RADIUS S57"28'34.25"E -t; 01'54'09.47" 3561.87 S52'31 '09.22"E -S37"31 '19.1 O"W -S41 '22'28. 79"E -S55'06'02.52"E -N33'12' 45.46"E -408+00 STORM DRAIN DATA LENGTH REMARKS 60.62' 8" NON-PERFORATED PVC 123.43' 8" PERFORATED PVC 127.84' 8" PERFORATED PVC 4.00' 8" NON-PERFORATED PVC 50.18' 18" RCP 178.28' 18" RCP 53.47' 36" RCP 407+00 406+00 DRAIN PLAN: EL CAMINO REAL SCALE: 1 "=40' RT • -CALL 2 FULL WORKING DAYS BEFORE YOU DIG 145D FRAZEE Ro.AD SUITI> 100 SAN DIEGO, CA 92108 50 STORM DRAIN PROFILE SCALE: Hori1z. 1 "=40' Vert 1"·-=~8-~--------+-----------+------------+------------+------------+----------i 40 I 405+00 ~OfESS/~ ~ { ::f,l ~ tj PAMELA ,.. § DALCIN-WALLING ~ "' "' No. C52187 (858) 514-83?7 404+00 403+00 402+00 401 +00 ------c -85 \ \ o' 20' 40' ao' I SCALE-I '=40' HAS BUIL TH P.E. ---EXP.____ DATE REVIElt{ED BY, INSPECTOR DATE 1------+-----+-----------------+----<t----+----+----1 STORM DRAIN PLANS FOR EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH t-----1---+----------------+----+--+------1---1 ENGINEERING MANAGER RCE 75991 EXPIRES 6/20/22 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: SK XXXX DWG XXX RVWD BY: PDW '-----------' EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811<(---, TYPE A GRAVITY WALL PER SDRSD C-09 PLANTING PER LANDSCAPE PLANS 30 MIL PLASTIC LINER SEE DETAIL THIS SHEET CURB ON GRAVITY WALL SEE DETAIL SHEET 17 VARIES 8" CLEANOUT SEE DETAIL SHEET 16 SPLASH PAD SEE DETAIL SHEET 17 CONCRETE CHECK DAM WITH SPLASH PAD SEE DETAIL SHEET 16 8" OBSERVATION WELL SEE DETAIL SHEET 16 SHREDDED HARDWOOD MULCH DOWNSTREAM STORMWATER FACILITY V1 z < ...J 11_ z V1 <( WO'.'. ti:: 0 < ::;; >O'.'. 0 r-(/J w w V1 "' GUTTER 4 <l <C----' BMP SLOPE "' 0.5% 4 CURB ON GRAVIT'fy' WALL 4 SEE. DETAIL SHEJT 4 7 <l , cl <l SIDEWALK UNDERDRAIN DETAIL SHEET 17 CURB ON TOP OF GRAVITY WALL SEE DETAIL SHEET 17 5.5' SIDEWALK PLAN VIEW VARIES 4 4 "" . 4 BMP4 STAl]ON/ OFfSET 4 4 4 • <l • <l BACK OF CURB SIDEWALK R/W VARIES SEE STORM DRAIN PLANS TYPE A GRAVITY WALL PER SDRSD C-09 ROADWAY STRUCTURAL SECTION SEE TYPICAL CROSS SECTION 30 MIL PLASTIC LINER SEE FASTENING DETAIL THIS SHEET NOTES: 1. CONCRETE SHALL BE 520-C-2500 2. SEAL PLASTIC LINER TO ADJACENT IMPROVEMENT AND EDGE RESTRAINTS PER IMPERMEABLE LINER FASTENING DETAIL. LINER TO EXTEND THE FULL DEPTH OF THE BMP AS SHOWN. SPLASH PA ' ' ' SEE DETAIL SHEET 17 UNDISTURBE SUBGRADE BIOFILTRATION SOIL MEDIA 8" PERFORATED SCH 40 PVC PIPE SECTION A-A BIOFIL TRATION NOT TO SCALE 30 MIL PLASTIC LINER SEE FASTENING DETAIL THIS SHEET ---I I~ 3" CHOKER LA YER • '5->\S-,S'. I BMP GRAVEL LAYER (AASHTO #57 STONE) CALL 2 FULL WORKING DAYS BEFORE YOU DIG 145D FRAZEE Ro.AD SUITI> 100 SAN DIEGO, CA 92108 BIOFIL TRATION SOIL MEDIA DOWNSTREAM STORMWATER FACILITY CONNECTION SEE DETAIL THIS SHEET PLASTIC LINER PENETRATION SEE DETAIL THIS SHEET ~ •. ·•: ~ ' . •·, . -,.· . .. . . .;·' .• -.. .... . .... . -·~ · .. BIOFIL TRA TION BMP SURFACE EXTEND IMPERMEABLE LINER ·, .. ·r;,;~i--~~r-,~-,._ ADD SILICONE SEALER AS ' .. • / "...-0 TO SURFACE·: . : ~ DIRECTED PER NOTE 1 ·_' .. •· /// :: :_~ .-: ':." _, . :.. . / A / . . ',. i i j •. . ·~•····•~.·,.-·•~·-· .. _:. ,.· ·) .·-.· -·· .. / 1/f 2"xf' CONCRETE HIT ANCHORS AT 24" o.c . ~?m: 2"x½" ALUMINUM FLAT BAR CHOKER LA YER GRAVEL LAYER (AASHTO #57 STONE) V1 w 0 V1 ...J ...J < z ::;; 8'" NON-PERFORATED SCH 40 PVC PIPE ( 0. 5% SLOPE) . SIDEWALK .. , '. LINER ', · i PENETRATION I I , I SEE DETAIL A FLOW NON-PERFORATED SCH 40 PVC UNDERDRAIN SECTION VIEW FLO'¼, 30 MIL PLASTIC LINER SEE FASTENING DETAIL THIS SHEET WELD BOOT TO LINER USING BONDING ADHESIVE WELD BOOT TO OUTILET PIPE USING BONDING ADHESIVE PIPE CLAMPS I PLASTIC BOOT ,. 12" TYP., I DETAIL A LINER PENETRATION DOWNSTREAM STORMWATER FACILITY CONNECTION DETAIL NOT TO SCALE NOTES: 1. ON CLEAN CONCRETE SURFACE, ADHERE LINER TO CONCRETE WITH SILICONE SEALANT OR EQUIVALENT PER MANUFACTURER RECOMMENDATIONS TO TOP f OF LINER. 2. SECURE LINER TO CONCRETE WITH 2" ALUMINUM OR STAINLESS STEEL FLAT BAR AS DIRECTED PER PLAN. 3. AS AN ALTERNATIVE, HIT ANCHORS CAN BE SUBSTITUTED WITH STAINLESS STEEL ANCHORS AT 24" O.C. OR POWDER ACTUATED FASTENERS AT 12" O.C . 4. TRIM EXCESS LINER TO BE FLUSH WITH SURFACE ELEVATION. 5. CONTRACTOR MEANS AND METHODS SHOULD AVOID/MINIMIZE WRINKLES TO THE LINER. GROUT AS NECESSARY ENSURE WATER TIGHT PENETRATION OUTLET PIPE IMPERMEABLE LINER FASTENING DETAIL HAS BUIL TH NOT TO SCALE P.E. ---EXP. ___ _ REVIEl,/ED BY• INSPECTOR 1----+-----1------------------+----+---1------11------.1 STORM DRAIN DETAII.'3 FOR: DATE DATE DOKKEN EL CAMINO REAL ROADWAY IMPROVEMENTS ENGINEERING (858) 514-83?7 PAMELA DALCIN-WALLING C52187 12(31 /22 FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH 1----t----+----------------+-----11-----+--+-----1 ENGINEERING MANAGER RCE 75991 EXPIRES 6 20 22 DATE DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: SK RVWD BY: POW PROJECT NO. xxxx DRAWING NO. DWG XXX EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)8118" CLEANOUT WELL SEE DETAIL THIS SHEET 8" OBSERVATION WELL SEE DETAIL THIS SHEET 3' LINER PENETRATION SEE DETAIL SHEET 15 30 MIL PLASTIC LINER SEE DETAIL ON SHEET 15 8" MIN NON-PERFORATED r-.:-,s,---,.-. -. -"""""-,---,---,---.--,--. -, -. ~--~--,,...,,--,-----,,-___:1,-+-----,----+--,--I----I-, SCH 40 PVC PIPE • • . . . 8" OVERFLOW RISER SIDEWALK CHECK DAM SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET PIPE SEAL GASKET & CAP NON-WOVEN GEO TEXTILE FILTER FABRIC MULCH SIDEWALK UNDERDRAIN SEE DETAIL ON SHEET 17 PLAN VIEW CURB ON TOP OF GRA~TY WALL SEE DETAIL SHEET 17 PIPE SEAL GASKET AND CAP MULCH SOIL MEDIA BIOFIL TRATION SOIL MEDIA CHOKER LAYER FLOW CHOKER LAYER 12"x12"x¼" METAL FOOT PLATE GRAVEL LAYER (AASHTO #57 STONE) GRAVEL LA YER (AASHTO #57 STONE) 8" PERFORATED SCH 40 PVC PIPE STANDARD WYE BRANCH SECTION A-A 8" OBSERVATION WELL NOT TO SCALE MULCH BIOFILTRATION SOIL MEDIA FLOW SECTION B-B 8" CLEAN OUT NOT TO SCALE CHOKER LA YER 8" NON -PERFORATED SCH 40 PVC PIPE GRAVEL LAYER (AASHTO #57 STONE) STANDARD WYE BRANCH SECTION C-C 8" OVERFLOW RISER NOT TO SCALE 8" CLEANOUTS, 8" OBSERVATION WELL. & 8" OVERFLOW RIS NOT TO SCALE ER DICA RT ~ • • -CALL 2 FULL WORKING DAYS BEFORE YOU DIG _:_:: .,.,··.·.~'~, 1-2-.. --~--t-.-:--t:~ -, . ·" _:,' .. • ~ .. • .. f2": . . C_HEC~ ,DAM. DRILL & EPOXY 6" MIN, TYP DETAIL B 30 MIL PLASTIC LINER SEE FASTENING DETAIL SHEET 15 E r : TYPE A GRAVITY WALL PER SDRSD C-09 "'"'"'""'"'"'"'"'"'"'"'"'"' ,i,-.,-.i,,i,-.,,i,-i,s,-.-,i,'V"'"' "'"'"'"' ... "'"'"'"' "'' -------------SIDEWALK CURB ON GRAVITY WALL SEE DETAIL ON SHEET 17 UPSTREAM FL ELEVATION (SEE NOTE 4) TOP OF SIDEWALK/BMP 8" PERFORATED SCH 40 PVC PIPE CURB ON TOP OF GRAVITY WALL SEE DETAIL SHEET 17 ANCHOR SEE DETAIL B #4 DOWEL BARS, TYP 30 MIL PLASTIC LINER PLAN VIEW 6" R=1/2" DOWNSTREAM FL ELEVATION (SEE NOTE 4) SPLASH PAD .. SEE DETAIL SHEET 17 ' "' SECTION D-D VARIES SEE STORM DRAIN PLANS TOP OF CONCRETE CHECK DAM BOTTOM OF CONCRETE CHECK DAM 30 MIL PLASTIC LINER TYPE A GRAVITY WALL PER SDRSD C-09 #4 DOWEL _,, BARS, TYP ANCHOR SEE FASTENING DETAIL SHEET 15 SEE FASTENING DETAIL SHEET 15 SECTION E-E CONCRETE CHECK DAM NOT TO SCALE ~OfESS/~ ~~~~~~~ ~ { ::f,l ~ _g PAMELA ,.. (:J DALCIN WALLING ~ "' "' No. C52187 ~ Exp. 121'.31 L22 * 145D FRAZEE Ro.AD "'<'<re Cll!L J SUITI> 100 SAN DIEGO, CA 92108 (858) 514-83?7 DATE INITIAL DATE INITIAL OF c~\. ,~ ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL DETAIL C ANCHOR DATE INITIAL CITY APPROVAL NOTES: BIOFIL TRATION BMP GRADING AND CHECK DAM DATA TABLE STATION OFFSET LT/RT 411+24.74 61.50' RT EL CAMINO REAL 411 +08.03 61.50' RT EL CAMINO REAL 410+91.33 61.50' RT EL CAMINO REAL 410+74.62 61.50' RT EL CAMINO REAL 409+85.69 62.00' RT EL CAMINO REAL 409+67.51 62 00' RT EL CAMINO REAL 409+49.33 62.00' RT EL CAMINO REAL 409+31.15 62 00' RT EL CAMINO REAL 409+12.97 62.00' RT EL CAMINO REAL 408+94.80 62 00' RT EL CAMINO REAL 405+37.34 61.50' RT EL CAMINO REAL 405+18.34 61.50' RT EL CAMINO REAL 404+99.34 61.50' RT EL CAMINO REAL 404+80.34 61.50' RT EL CAMINO REAL 404+61.34 61.50' RT EL CAMINO REAL 404+42.33 61.50' RT EL CAMINO REAL 1. CHECK DAM STATION/OFFSET TAKEN AT CENTER OF STRUCTURE. 2. CONCRETE CHECK DAM SHALL BE A CONTINUOUS POUR (NO JOINTS). 3. CONCRETE SHALL BE 560-C-3250. 4. FL ELEVATIONS, WHERE INDICATED BY "O" SYMBOL, TO BE PROVIDED AT THE 90% SUBMITTAL DRILL & EPOXY SECTION E-E 6" MIN, TYP HAS BUIL TH P.E. EXP. DATE REVIE\IED BY, INSPECTOR DATE LTJ CITY OF CARLSBAD ~ 6 ENGINEERING DEPARTMENT 2 STORM DRAIN DETAII.'3 FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXPIRES 6 /20 /22 DATE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: SK RVWD BY: PDW xxxx DWG XXX EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811#4 @ 6" OC BOTH WAYS CONTINUOUS A L 5" L-~ 18" #4 @ 18" o.c. CURB ON TOP OF GRAVITY WALL SEE DETAIL THIS SHEET FREE FLOW ' · , AT THE BACK BACK OF CURB ANCHOR SEE DETAIL A 5.5' SIDEWALK PLAN VIEW ANCHOR SEE DETAIL A #4 @ 6" OC BOTH WAYS CONTINUOUS ---2.0% . . . FL (TYP) SEE NOTE 6 CONSTRUCTION JOINT A _j MONOLITHIC GUTTER CONSTRUCTION JOINT CURB LINE ELEV SEE NOTE 6 ! ~ •• A·· ,◄ :: . . . + "'+---~-+--•-: ~·~·-~ I>'. ...J u 3" X 3" CONSTRUCTION JOINT • I I • 3" -I I -6" •,.,,-. :: <XJ SECTION A-A #4 @ 6" OC BOTH WAYS VARIES SEE STORM DRAIN PLANS SECTION B-B 3" X 3" CONSTRUCTION JOINT 8" SIDEWALK UNDERDRAIN NOTES: 1. CONCRETE SHALL BE 560-C-3250. 2. SECTION TO BE SLOPED LATERALLY WITH TOP CONFORMING TO THE GRADES OF THE EXISTING SIDEWALK AND CURB. 3. TROWEL FINISH TOP SURFACE AND REPRODUCE MARKINGS OF EXISTING SIDEWALK AND CURB. 4. TROWEL FINISH FLOOR OF OUTLET. 5. PROVIDE 1/4" TOOLED GROOVE IN TOP SLAB IN LINE WITH BACK OF CURB. 6. ELEVATIONS, WHERE INDICATED BY "O" SYMBOL TO BE PROVIDED AT THE 90% SUMBITTAL. NOT TO SCALE CONSTRUCT GUTTER MONOLITHIC WITH SIDEWALK UNDERDRAIN I (\J . w z ::J ID I>'. ::, u . DETAIL A ANCHOR FULL WELD DICA RT ~ • • -CALL 2 FULL WORKING DAYS BEFORE YOU DIG ' N ~~~~~~~ 145D FRAZEE Ro.AD SUITI> 100 SAN DIEGO, CA 92108 (858) 514-83?7 30 MIL PLASTIC LINER SEE FASTENING DETAIL ON SHEET 15 SIDEWALK UNDERDRAIN OR CHECK DAM .. . 12" PLAN VIEW NON-COMPACTIIE~DF-'~~~ NO. 2 COARSE AGGREGATE W/ GROUT BINDING SIDEWALK UNDERDRAIN OR CHECK DAM . , . ' Tl I 11 -·.-~ . ,,~ ... I i' 1111 11• I I Ii I , ,ill,, ,11 !r(T 30 MIL PLASTIC LINER] SEE FASTENING DETAIL ON SHEET 15 . BIOFILTRATION SOIL MEDIA SECTION VIEW SPLASH PAD NOT TO SCALE NOTE: SPLASH PAD SURFACE 3" MULCH 1. OMIT 30 MIL PLASTIC LINER WHEN SPLASH PAD IS ADJACENT TO CHECK DAM NOTE: 6" I .... f PREFORMED ~ EXPANSION JOINT I ~i /Ip R=f (TYP.) f.--,,,:e!::1=,.5=%;:::, :..,,,..-~+--1_1 __ _ .. .• ... : . ~-.,· ·.•·· .. •. ·.. ~ .. _-... ·. ---~-.. SIDEWALK GRAVITY Ret WALL -TYPE A PER SDRSD C-09 . . . . •, .... . . .. -~;·._. ·._ ... . . . . . . . .. . · .. . ,, . ' . . . .• . . . 30 MIL PLASTIC LINER SEE FASTENING DETAIL ON SHEET 15 1. CONCRETE SHALL BE 520-C-2500. CURB ON TOP OF GRAVITY WALL NOT TO SCALE ~OfESS/~ ~ { ::f,l ~ tj PAMELA ,.. § DALCIN-WALLING ~ "' "' No. C52187 ~ Exp. 12(31 /22 * "'<t-re Cll!L J. DATE INITIAL DATE INITIAL DATE INITIAL OF c~\. ,~ ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL HAS BUIL TH P.E. EXP. DATE REVIE\IED BY• INSPECTOR DATE ~ CITY OF CARLSBAD ~ 7 ENGINEERING DEPARTMENT 2 STORM DRAIN DETAII.'3 FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXPIRES 6 /20 /22 DATE DWN BY: I I DRAWING NO. PROJECT NO. CHKD BY: SK xxxx RVWD BY: PDW DWG XXX EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811Zz Oo • (/) f-l() (/) -•w(f) st a::: z ~(l_<( w a::: 0 f-a::: z wo f--f-(/) ::, (/) '-" w a::: -(L L() w ,.: 0 CONSTRUCTION JOINT A t ANCHOR-SEE DETAIL 4" RADIUS TYP-11" CURB HEIGHT CURB LINE MONOLITHIC-' I '\ I I I \ I I I I I t I I \ \ ' I / "' •. ( . ~ .. • ------I /j t / )/ I • 1 l',._6" CURB HEIGHT 11" CURB HEIGHT I 4"x1f HANDHOLE /¾" GALVANIZED ' CHECKERED w PLATE COVER AND FRAME -.-'• . " • J . I . . : • :_ ' 15, ): .:m~ . .. ·~· , . ; . '" y y OY Y Y ,V X ·--~--· •• X X X I/ , ... ~> ,s_ ,I'-""' xi\ '\ _d • !I, . . j ~ : ' X X . ) ) ~ x.., v xx x✓' '>.._ 'x . -.. ) . X X . 'V V-· V • X X X X X X . •. . ~ 3 X X ,I'-... o· . · .. ·. X X X X X ~ . .. 7. : . . . . . . . . . . .... . : . . 2·-10" D-.J 5.5' p ROPOSED DEWALK SI ~#4 @ 6" O.C. BOTH WAYS TINUOUS CON j PROPOSED SIDEWALK GUTTER I / SIDEWALK PER SDRSD G-7 CONSTRUCTION JOINT 2-fx2"x¾"X4' GALVANIZED STEEL ANGLE FACE PLATE SEE DETAIL A SHEET 17 5" DROP RESULTING FROM GUTTER DEPRESSION & OPENING I I I I I I ✓ 1: . . .. ~ /6" CURB HEIGHT • 1 PLAN VIEW ::i :i' B7 #4@ 6" o.c. BOTH WAYS c7 . 1~ ' ~ 2·-10" . . 2.0% ' -00 . . • . ... · c__l 3'-2"x2'-6"xf GALVANIZED ~ CHECKERED PLATE TOP a" ' st SLOPE , PER "' PLANS ----0.5% ----NON-PERFORATED PVC GROUT AS NECESSARY ENSURE WATER TIGHT PENETRATION SECTION D-D SECTION A-A ' ~ ~ 3" #4 @ 6" O.C. BOTH WAYS 8" NON-PER FORA TED PVC ':.-'I I-"' -•. • 6"1 3.5' 16" SECTION B-B NOTES: 1. CONCRETE SHALL BE 520-C-2500. a::: ..J u " . . . •. . . 6" 3.5' 6" ----SECTION C-C 2. SECTION TO BE SLOPED LATERALLY WITH TOP CONFORMING TO THE GRADES OF THE ADJACENT SIDEWALK AND CURB. 3. TROWEL FINISH TOP SURFACE & FLOOR OUTLET. 4. STEEL PLATE MUST BE ADA COMPLIANT. 5. ELEVATIONS SHALL BE SHOWN ON PLANS WHERE INDICATED BY "O" SYMBOL. MODIFIED CURB OUTLET NOT TO SCALE DI .RT 4 • ' -CALL 2 FULL WORKING DAYS BEFORE YOU DIG SIDEWALK UNDERDRAIN SEE DETAIL SHEET 17 ~~?.~~~~ 1450 FRAZEE ROAD SUITE 100 SAN DIBGO, CA 92108 (858) 514-83?7 / '-/ '-STEEL COVER '-/ '-/ '-/ (/) ~ w 0 a::: z <( > w w '-/ '-/ '-/ (/) STEEL COVER ISOMETRIC VIEW NOTE: 1. DIMENSION WILL BE PROVIDED WITH THE 90% SUBMITTAL. 24"x24" CLEANOUT NOT TO SCALE HAS BUIL TH P.E. EXP. DATE REVIE'w'ED BY, INSPECTOR DATE LTJ CITY OF CARLSBAD ~ 8 ENGINEERING DEPARTMENT 2 STORM DRAIN DETAllil FOR: EL CAMINO REAL ~ROf ESS I (!',ti ROADWAY IMPROVEMENTS ~ t ~'-i: PAMELA ~ FROM SUNNY CREEK Rd TO JACKSPAR Dr f;J DALCIN WALLING ~ APPROVED: HOSSEIN AJIDEH "' ,, No. C52187 i< E,p. 12L31 L22 >I-ENGINEERING MANAGER RCE 75991 EXPIRES 6120122 DATE "',;,/t' CI\AL J DWN BY: , .. I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: SK Or c~\. ,~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: POW xxxx DWG XXX EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811üüBMP ID# BMP TYPE SYMBOL G) FIBER ROLL -FR-0 INLET ~ PROTECTION . . . . • • 0 HYDRAULIC • . • • • • • • • • • • . . • • MULCH • . . • • . .. .. .. -. 0 Temp STABILIZED -CONSTIRUCTION ENTRANCE 0 GRAVEL BAG r BERM BMP TABLE CASQA NO. QUANTITY SHEET NO. (s) SE-5 757 LF 19 SE-10 5 EA 19 EC-3 4,449 SF 19 TC-1 1 EA 19 SE-6 1 EA 19 INSPECTION MAINTENANCE FREQUENCY FREQUENCY SE-5 SE-5 SE-10 SE-10 EC-3 EC-3 TC-1 TC-1 SE-6 SE-6 NOTES: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CITY OF CARLSBAD CONSTIRUCTION MANAGEMENT & INSPECTION. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATIERIALS SHALL BE STOCKPILIED ON SITIE AT CONVENIENT LOCATIONS TO FACILITATIE RAPID CONSTRUCTION OF TIEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. IN ACCORDANCE WITH THE CONSTIRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWIPPP DEVELOPER (QSD) SHALL UPDATIE AND MAINTAIN THE SWIPPP TO ADDRESS UPDATED SITIE CONDITIONS OF THE PROJECT. THE UPDATIED SWIPPP SHAUL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTIRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWIPPP SHALL BE PROVIDED TO ADDRESS SITIE CONDITIONS NOT ANTICIPATIED. THE QUALIFIED STORMWATIER PRACTITIONER (QSP) SHALL REPORT BMP DEFICIENCIES TO THE QSD AND CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QSD AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTIRACTOR SHALL RESTORE ALL EROSION CONTIROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTIER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTIRACTOR SHALL INSTALL ADDITIONAL EROSION CONTIROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLIETIED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE . 6. THE CONTIRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATIERS CREATIE A HAZARDOUS CONDITION . 7. ALL EROSION CONTIROL MEASURES PROVIDED PER THE APPROVED SWIPPP AND/OR EROSION CONTROL PLAN SHAUL BE INCORPORATIED HEREIN. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTIER EACH RAINFALL. 10. ALL GRAVEL BAGS SHAUL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATIE. 11. THE TIEMPORARY CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED DURING THE APPLICABLE CONSTIRUCTION STAGE. 12. THE CONTIRACTOR SHALL CONSIDER OTHER CONTIROL MEASURES, AS NECESSARY, TO SUPPLIEMENT THE CRITICAL TEMPORARY CONTIROL MEASURES SHOWN ON THESE PLANS, IN ORDER TO MEET THE POLLUTION CONTIROL OBJECTIVES OF THE LOCAL ORDINANCES AND REGIONAL MS4 PERMIT REQUIREMENTS FOR STORM WATIER MANAGEMENT. 13. THE RESIDENT ENGINEER WILL APPROVE FINAL PLACEMENT OF THE TIEMPORARY CONCRETIE WASHOUT (PORTABLE). 14. DRAINAGE INLETS DOWNSTIREAM OF THE PROJECT AREA MUST BE PROTIECTIED WITH TIEMPORARY INLET PROTECTION FOR THE DURATION OF THE PROJECT. TIEMPORARY INLET PROTIECTION TO BE INSTALLED AT INLETS ON THE NORTH AND SOUTH SIDE OF EL CAMINO REAL, APPROXIMATIELY 550' FROM CANNON ROAD, NOT SHOWN ON PLANS, THAT RECEIVE RUNOFF FROM THE PROJECT SITIE. STRUCTURAL (POST-CON STR U CTI ON) BMP TABLE 15. THE RESIDENT ENGINEER WILL APPROVE THE LOCATION OF THE STAGING AREA Vv1THIN THE TIEMPORARY CONSTIRUCTION EASEMENT. ALL APPLICABLE CONSTRUCTION BMP'S ASSOCIATED WITH STAGING AREAS INCLUDING BUT NOT LIMITED TO WM-1, WM-2, WM-4, WM-5, WM-6, WM-8, AND WM-9, Vv1LL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. 16. STIREET SWEEPING SHALL BE CONDUCTIED WHERE SEDIMENT IS TIRACKED FROM THE PROJECT SITIE ONTO PAVED ROADS AND AS DIRECTIED BY THE ENGINEER. STORMWATER REQUIREMENTS THAT APPLY: B STANDARD STORMWATER REQUIREMENTS: PRIORITY PROJECT REQUIREMENTS: TYPE DESCRIPTION OWNERSHIP SOURCE CONTROL INLET STENCIL CITY OF CARLSBAD TREATMENT CONTROL BIOFIL TRATION CITY OF CARLSBAD *SEE STORMWATER QUALITY TECHNICAL MEMO FOR MORE DETAILS. ~ :;/ Exist R/W ---17. REFIER TO LANDSCAPE IMPROVEMENT PLANS FOR EROSION CONTIROL IN LANDSCAPED AREAS. EXEMPT FROM HYDROMODIFICATION? 18. THE EROSION AND SEDIMENT CONTIROL MEASURES SHOWN ON THESE PLANS ARE TEMPORARY AND SHALL BE REMOVED UPON COMPLIETION OF THE PROJECT. B MAINTENENCE AGREEMENT NO NO YES (SEE SWMP FOR NO SHEET NO. 19 19 DOCUMENTATION) PROP R/W MAINTENANCE FREQUENCY AS NEEDED QUARTERLY* _:_J_TCE=-~ I ------~ ~-_._ -•-=•-=•=:: •-- ----= ;--:..::_~--~ ----::_ -=---_ -~ ~ ~=~~~-~=-~--------b::::==+"~-'---1 ---TI-, --------------~ --------------'f'>G a = a ~~~~=~:=;:~;/ ~=~=;~;J;,-:4:"!".18;;--{-:__~~-4il~=tic l_ ~,=?'~, "-~,= .. ~~c :_ =\ ~ji:_ =,=).Jili, ::~~_;, ~=~~-;.~-=:~~-,=~ -~~~i41~5:~~~~~~~~~~ef'~~~~,;--~~~~=~~~~"1.~==~~~=±K:~~~==~===~~=~=;~==~~4~1i2t===,:~~~~~➔t1 ==;o~~~~~~!Cc~;~==~=~3I~ ~ 4 ,g ~ i_''E CAMINO REAL" ,~ I: \ ~ ~ ~ iviij --c--_ _ 'L/liJ A ~--\[ , O'.'. <{ Q_ IJ) ~ u <{ 7 =-~~ = -E \ -cAK711NCJ-Rb--L w w ----75 ~ 95 EROSION CONTROL PLAN: EL CAMINO REAL SCALE: 1 "=40' 85 91) 95 100--~1 ==--= ~ I I o· 20· 40• ao· '--------=,· SCALE· 1 "=40' HAS BUIL TH P.E. ---EXP. ___ _ DATE REVIEl.'ED BY• INSPECTOR DATE 1----1----+-----------------+----11----+----+-----1 EROSION AND SEDIMENT CONTROL PLANS FOR CALL 2 FULL WORKING DAYS BEFORE YOU DIG 145D FRAZEE Ro.AD SUITI> 100 SAN DIEGO, CA 92108 DOKKEN ENGINEERING (858) 514-83?7 PAMELA DALCIN-WALLING C52187 12(31 /22 EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH 1----t----+----------------+-----11----+--+-----1 ENGINEERING MANAGER RCE 75991 EXPIRES 6 20 22 DATE DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: SK RVWD BY: PDW I DRAVv1NG NO. DWG XXX '----------' PROJECT NO. xxxx EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811üüBMP ID# BMP TYPE SYMBOL G) FIBER ROLL -FR-0 INLET ~ PROTECTION . . . . • • 0 HYDRAULIC • . • • • • • • • • • • . . • • MULCH • . . • • . .. .. .. -. 0 Temp STABILIZED -CONSTIRUCTION ENTRANCE 0 GRAVEL BAG r BERM BMP TABLE (s) INSPECTION CASQA NO. QUANTITY SHEET NO. FREQUENCY SE-5 2,081 LF 20 SE-5 SE-10 9 EA 20 SE-10 EC-3 16,630 SF 20 EC-3 TC-1 1 EA 20 TC-1 SE-6 2 EA 20 SE-6 MAINTENANCE FREQUENCY SE-5 SE-10 EC-3 TC-1 SE-6 NOTES: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CITY OF CARLSBAD CONSTIRUCTION MANAGEMENT & INSPECTION. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATIERIALS SHALL BE STOCKPILIED ON SITIE AT CONVENIENT LOCATIONS TO FACILITATIE RAPID CONSTRUCTION OF TIEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. IN ACCORDANCE WITH THE CONSTIRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP DEVELOPER (QSD) SHALL UPDATIE AND MAINTAIN THE SWPPP TO ADDRESS UPDATED SITIE CONDITIONS OF THE PROJECT. THE UPDATIED SWPPP SHAUL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTIRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITIE CONDITIONS NOT ANTICIPATIED. THE QUALIFIED STORMWATIER PRACTITIONER (QSP) SHALL REPORT BMP DEFICIENCIES TO THE QSD AND CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QSD AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTIRACTOR SHALL RESTORE ALL EROSION CONTIROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTIER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTIRACTOR SHALL INSTALL ADDITIONAL EROSION CONTIROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLIETIED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE . 6. THE CONTIRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATIERS CREATIE A HAZARDOUS CONDITION . 7. ALL EROSION CONTIROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHAUL BE INCORPORATIED HEREIN. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTIER EACH RAINFALL. 10. ALL GRAVEL BAGS SHAUL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATIE. 11. THE TIEMPORARY CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED DURING THE APPLICABLE CONSTIRUCTION STAGE. 12. THE CONTIRACTOR SHALL CONSIDER OTHER CONTIROL MEASURES, AS NECESSARY, TO SUPPLIEMENT THE CRITICAL TEMPORARY CONTIROL MEASURES SHOWN ON THESE PLANS, IN ORDER TO MEET THE POLLUTION CONTIROL OBJECTIVES OF THE LOCAL ORDINANCES AND REGIONAL MS4 PERMIT REQUIREMENTS FOR STORM WATIER MANAGEMENT. 13. THE RESIDENT ENGINEER WILL APPROVE FINAL PLACEMENT OF THE TIEMPORARY CONCRETIE WASHOUT (PORTABLE). 14. DRAINAGE INLETS DOWNSTIREAM OF THE PROJECT AREA MUST BE PROTIECTIED WITH TIEMPORARY INLET PROTECTION FOR THE DURATION OF THE PROJECT. TIEMPORARY INLET PROTIECTION TO BE INSTALLED AT INLETS ON THE NORTH AND SOUTH SIDE OF EL CAMINO REAL, APPROXIMATIELY 550' FROM CANNON ROAD, NOT SHOWN ON PLANS, THAT RECEIVE RUNOFF FROM THE PROJECT SITIE. STRUCTURAL (POST-CON STR U CTI ON) BMP TABLE 15. THE RESIDENT ENGINEER WILL APPROVE THE LOCATION OF THE STAGING AREA Vv1THIN THE TIEMPORARY CONSTIRUCTION EASEMENT. ALL APPLICABLE CONSTRUCTION BMP'S ASSOCIATED WITH STAGING AREAS INCLUDING BUT NOT LIMITED TO WIM-1, WM-2, WM-4, WM-5, WM-6, WM-8, AND WM-9, Vv1LL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. 16. STIREET SWIEEPING SHALL BE CONDUCTIED WHERE SEDIMENT IS TIRACKED FROM THE PROJECT SITIE ONTO PAVED ROADS AND AS DIRECTIED BY THE ENGINEER. STORMWATER REQUIREMENTS THAT APPLY: B STANDARD STORMWATER REQUIREMENTS: PRIORITY PROJECT REQUIREMENTS: TYPE DESCRIPTION OWNERSHIP SOURCE CONTROL INLET STENCIL CITY OF CARLSBAD TREATMENT CONTROL BIOFIL TRATION CITY OF CARLSBAD *SEE STORMWATER QUALITY TECHNICAL MEMO FOR MORE DETAILS. 410 I \~ l I 17. REFIER TO LANDSCAPE IMPROVEMENT PLANS FOR EROSION CONTIROL IN LANDSCAPED AREAS. EXEMPT FROM HYDROMODIFICATION? 18. THE EROSION AND SEDIMENT CONTIROL MEASURES SHOWN ON THESE PLANS ARE TEMPORARY AND SHALL BE REMOVED UPON COMPLIETION OF THE PROJECT. B YES NO MAINTENENCE AGREEMENT NO NO (SEE SWMP FOR SHEET NO. 20 20 I~ L':_ I 408 DOCUMENTATION) MAINTENANCE FREQUENCY AS NEEDED QUARTERLY* ------------i "EL CAMINO REAL" fy 1------:-,-------,---7 .• I 405LID.._ -------------------~Exist R/W y -=---------401 0 12-1::: SAMINO_REAL EROSION -----0-- - - - -_,,_ ___ "={>-_________ _ -----------.,,....,...,~ -,-----.-____ ""7"""7,--------,---.-,-------,--_-:-,----• ----,----.,.:-,-.----,----,-,-...-__ ~ . 0 CONTROL PLAN: EL CAMINO REAL SCALE: 1 "=40' CALL 2 FULL WORKING DAYS BEFORE YOU DIG 145D FRAZEE Ro.AD SUITI> 100 SAN DIEGO, CA 92108 DOKKEN ENGINEERING (858) 514-83?7 PAMELA DALCIN-WALLING C52187 12(31 /22 ---------------o' 20' 40' 80' ---~ SCALE" I '=40' HAS BUIL TH P.E. ---EXP. ___ _ DATE REVIEl.'ED BY• INSPECTOR DATE 1----1----+-----------------+-----11-----+----+-----1 EROSION AND SEDIMENT CONTROL PLANS FOR EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH 1----t----+----------------+------11-----+--+-----1 ENGINEERING MANAGER RCE 75991 EXPIRES 6 20 22 DATE DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: SK RVWD BY: PDW I DRAVv1NG NO. DWG XXX '----------' PROJECT NO. xxxx EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)81125 LF ----------------------Exist R/W LL 17 LF \ \ --_£Exist R/W ---------• • ------• I (Sunny Creek Rd2800) D3-1 (MOD) SPEED LIMIT ® 55 BIKE OPEN TO LANE THE PUBLIC R2-1 R4-7 N-1 R7-9a SPECIAL SIGN SIGNING AND STRIPING PLAN: SCALE: 1 "=40' APN 209-060-48-00 1131 LF SIGNING AND STRIPING PLAN: SCALE: 1 "=40' DICA RT ~ • • -W3-3 CALL 2 FULL WORKING DAYS BEFORE YOU DIG APN 212-160-31-00 EL CAMINO REAL PROP R/W APN 212-102-75-00 EL CAMINO REAL \ \ \ \ ~~~~~~~ 145D FRAZEE Ro.AD SUITI> 100 SAN DIEGO, CA 92108 (858) 514-83?7 \ \ I I I APN 209-090-11-00 D3-1 (MOD) R2-1 PP R7-9a POLE MOUNTED SIGN PANEL 150 LF DD ~Of ESS /~l qi,"' ~ ,!fl " ~ § MARY E. WESTRUM ~ "' "' No. C75418 ~ Exp. 12/31 /21 * "'<'<re CIVIL J. DATE INITIAL OF c~\. ,~ ENGINEER OF WORK REVISION DESCRIPTION 40' STRIPING AND PAVEMENT MARKING LEGEND: @ WHITE DASHED LANE LINE, CA MUTCD, FIGURE 3A-102 DETAIL 12 @ BIKE LANE LINE, CA MUTCD, FIGURE 3A-112 DETAIL 39 @ BIKE LANE INTERSECTION LINE, CA MUTCD, FIGURE 3A-112 DETAIL 39A 'BL' 'BIKE LANE' PAVEMENT MARKING WORD AND BIKE LANE ARROW ~ PAVEMENT MARKING, CTSP A240 AND CTSP A24A ® 4" WHITE PAVEMENT MARKING, 25' C-C @ 12" WHITE CONTINENTAL CROSSWALK, DETAIL SHEET 22 @ CHANNELIZING LINE, CA MUTCD, FIGURE 3A-112 DETAIL 38 @ TYPE IV (L) ARROW, CTSP A24A @ 'SIGNAL AHEAD' PAVEMENT MARKING WORD, CTSP A24D @ 12" WHITE LIMIT LINE 0 GREEN PAINT BIKE LANE CONFLICT, DETAIL SHEET 22 80' SIGNING LEGEND: IRLI RELOCATE ROADSIDE SIGN IPPI PROTECT EXISTING ROADSIDE SIGN IN PLACE ~ REMOVE ROADSIDE SIGN SCALE· 1"=40' @J INSTALL ROADSIDE SIGN o' 20' 40' 80' ---~ HAS BUIL TH I P.E. EXP. DATE I REVIEl.'ED BY• INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1 ENGINEERING DEPARTMENT 2 SIGNING AND STRIPING PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXPIRES 6 /20 /22 DATE DWN BY: SI I I DRAWING NO. PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: MEW xxxx RVWD BY: MT DWG XXX OlHER APPROVAL CITY APPROVAL EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811STRIPING AND PAVEMENT MARKING LEGEND: @ Wl-lllE DASHED LANE LINE, CA MUTCD, FIGURE 3A-102 DETAIL 12 @ BIKE LANE LINE, CA MUTCD, FIGURE 3A-112 DETAIL 39 @ BIKE LANE INlERSECTION LINE, CA MUTCD, FIGURE 3A-112 DETAIL 39A 'si) 'BIKE LANE' PAVEMENT MARKING WORD AND BIKE LANE ARROW ~ PAVEMENT MARKING, CTSP A24D AND CTSP A24A 0 4" Wl-lllE PAVEMENT MARKING, 25' C-C @ 12" WHllE CONTINENTAL CROSSWALK, DETAIL THIS SHEET @ CHANNELIZING LINE, CA MUTCD, FIGURE 3A-112 DETAIL 38 0 T'l'PE IV (L) ARROW, CTSP A24A @ 'SIGNAL AHEAD' PAVEMENT MARKING WORD, CTSP A24D @ 12" WHllE LIMIT LINE 0 GREEN PAINT BIKE LANE CONFLICT, DETAIL THIS SHEET :::c ~ ------<C I ~ I I I I ® BIKE LANE ' R4-7 N-1 R7-9a W3-3 SIGNING LEGEND: IRLI RELOCAlE ROADSIDE SIGN IPPI PROlECT EXISTING ROADSIDE SIGN IN PLACE ~ REMOVE ROADSIDE SIGN @J INSTALL ROADSIDE SIGN APN 212-101-67-00 SIGNING A ND STRIPING PLAN: SCALE: 1''=40' Girl EL MIN 12"----a~ ..,i ~'<'c-·• .. , ..... SINGLE RAMP CORNER RAMP TYP FLARE TYP _J I:!;' <( I"= c_ 0 z 0 F f:;:l "" 0 5' CROSSWALK MARKING 7 12" WHITE CONTINENTAL CROSSWALK I I APN 212-130-44-00 I I I I I \ '► \ \ CAMINO REAL \ I I NOT TO SCALE \ I I --------;,t---' -----:::.---W4-2 BUS STOP SIGN DICA RT ~Of ESS /~l ~~~~~~~ qi,"' ~ ~ ,!fl • " ~ § MARY E. WESTRUM ~ • "' "' No. C75418 -~ Exp, 12/31 /21 * 145D FRAZEE Ro.AD "'<'<re CIVIL J SUITI> 100 SAN DIEGO, CA 92108 (858) 514-83?7 DATE INITIAL CALL 2 FULL WORKING DAYS REVISION DESCRIPTION OF c~\. ,~ BEFORE YOU DIG ENGINEER OF WORK ----, 4• n 4• 1 .. 5• .. 1 .. LENGTH PER PLAN .. 1 Var GUTTER LIP GREEN PAINT (TYP) GREEN PAINT BIKE LANE CONFLICT NOT TO SCALE -------o· 20· 40' 80' '--------=,· SCALE· 1 "=40' HAS BUIL TH P.E. EXP. DATE REVIEl.'ED BY• INSPECTOR DATE ~ CITY OF CARLSBAD ~ 2 ENGINEERING DEPARTMENT 2 SIGNING AND STRIPING PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXPIRES 6 /20 /22 DATE DWN BY: SI I I DRAWING NO. PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: MEW xxxx RVWD BY: MT DWG XXX OlHER APPROVAL CITY APPROVAL EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811Beg TPD (12 TOTAL, 10' C-C) ===~~R9-11a G20-2 J_Exist_R_/_w __ ______ ______ JJ___o__-L-~-~,r--iT ' 419 • • • ------a----=--:..,•--•----------~--+------~===~ W20-1 Beg TPD (16 TOTAL, 1 o' c-c) SIGN LEGEND: \ END ROAD WORK W20-1 ~ 418 Exist R/W EL CAMINO REAL 63' 11' 8J LANE ~ 3' ::::, rn 11' 11' LANE LANE 11' LANE NOT TO SCALE L 0 • • G20-2 Beg TPD {11 TOTAL, 10' C-C) Beg REMOVE TRAFFIC STRIPE 32' RT "ECR" 416+99 Beg Temp RAILING (TYPE K) PER CTSP T3A APN 209-060-58-00 Temp RAILING (TYPE K) PER CTSP T3A 640 LF -----Temp SHARED ROADWAY _____ --------!:l!.Q_YQI.E.. fJ:Aill<lbl.G.. __ -= _ ·~----Temp SHARED ROADWAY = = =-= Beg TPD (14 TOTAL, 10' c-c) TRAFFIC CONTROL PLAN: EL CAMINO REAL Exist R/W 63' 11' \ \ \ ~ EL CAMINO REAL 11' 11' 11' SCALE: 1"=40' 8J LANE ~ 3' LANE LANE LANE SIDEWALK CLOSED ::::, rn 12' LANE APN 209-060-53-00 \ / ----_ __£__,,;,,_,1• '/ TYPE P {CA)(RT) 7 Temp ALTERNATIVE INLINE CRASH CUSHION 32' RT "ECR" 410+63 93' 23.5' WORK AREA Exist R/W TRAFFIC CONTROL LEGEND: • WORK AREA TRAFFIC PLASTIC DRUM (TPD) TEMPORARY TRAFFIC SIGN TYPE Ill BARRICADE DIRECTION OF TRAVEL FLASHING BEACON TEMPORARY RAILING (TYPE K) cmm TEMPORARY ALTERNATIVE INLINE CRASH CUSHION <'« TEMPORARY SHARED ROADWAY BICYCLE MARKING, CTSP A24C 40' 80' "--------"',' SCALE· 1"=40' NOTES: 1. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLANS TO BE APPROVED BY THE CITY. STAGE 1 CONSTRUCTION: 1. RESTRIPE AND PLACE Temp TRAFFIC CONTROL. 2. CONSTRUCT EL CAMINO REAL WIDENING. 3. AFTER CONSTRUCTION OF WIDENING PERFORM FINAL STRIPING. STAGE 1 TRAFFIC: 1. MAINTAIN TWO LANES OF TRAFFIC FOR NORTHBOUND EL CAMINO REAL. SEE PLAN FOR DIMENSIONS. 2. CLOSE ONE LANE AS REQUIRED AND USE "SIDE OF ROAD WORK AREA" TRAFFIC CONTROL PER SDRSD TCP-1 OA AND TCP-12A. 3. CURB RAMP CONSTRUCTION RESTRICTED TO ONE CORNER AT A TIME TO MAINTAIN PEDESTRIAN FACILITIES. POSTED SPEED: EL CAMINO REAL = 55 MPH TRAFFIC CONTROL DESIGN SPEED: CROSS HERE ~-. ---~ ='J===--==~ -~E=:==I'-· ---SEC Tl ON A-A Temp RAILING (TYPE K) EL CAMINO REAL = 45 MPH R9-11a 63' 16' 23.5' LANE WORK AREA TRAFFIC CONTROL PLAN: SCALE: 1 "=40' CALL 2 FULL WORKING DAYS BEFORE YOU DIG \ \ \ EL CAMINO REAL 145D FRAZEE Ro.AD SUITI> 100 DOKKEN ENGINEERING SAN DIEGO, CA 92108 (858) 514-83?7 NOT TO SCALE ARY E. WESTRU C75418 12/31 /21 16' 11' ,------, :_ -___,i]o2 11' 11' 11' APN 209-090-11-00 I Temp SHARED ROADWAY I BICYCLE MARKING 32' RT "ECR" 401 + 75 Beg TAPER I -<:===, -<:===, 1--7 :_ __ I i:::::::::::.> i:::::::::::.> i:::::::::::.> FOR REFERENCE ONLY o' 20' 40' ao' SCALE· 1'=40' HAS BUIL TH P.E. ---EXP. ___ _ DATE REVIEl.'ED BY• INSPECTOR DATE fsHml CITY OF CARLSBAD ~ l------t--+---------------+----+--+----1----1 ~ ENGINEERING DEPARTMENT l__::__J ~=:'....'.::::=========:'....:::::=~ l------t--+----------------+----+---1----1----1 TRAFFIC CONTROL PLANS FOR EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH l------t--+---------------+----+--+----1----1 ENGINEERING MANAGER RCE 75991 EXPIRES 6 20 22 DATE l-:::-:-=:--l--,-,-::-,,-+----------------+----+---1----1----1 DWN BY: DATE INITIAL ~DA_TE_~IN_lll_AL-+_D_ATE _ _.__IN_lll_AL--1 CHKD BY: MEW REVISION DESCRIPTION ~ M ENGINEER OF WORK OlHER APPROVAL CITY APPROVAL RVWD BY: T I DRAWING NO. DWG XXX L,..._ ______ ___J PROJECT NO. xxxx EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811M P H45SIDEWALK CLOSED R9-9 SIDEWALK CLOSED AHEAD CROSS HERE R9-11 SIDEWALK CLOSED CROSS HERE R9-11a W21-5b W3-5 (45) 48' RT "ECR" 400+ 15 TRAFFIC SIGN LEGEND: C31 A (CA) C30A (CA) C30 (BIKE) (CA) APN 212-130-44-00 CONTROL PLAN: EL CAMINO REAL SCALE: 1''=40' DICA RT ~~~~~~~ ~ • • -145D FRAZEE Ro.AD SUITI> 100 CALL 2 FULL WORKING DAYS SAN DIEGO, CA 92108 (858) 514-83?7 BEFORE YOU DIG W20-1 I I I I I I I \ '► \ \ \ I I ~Of ESS /~l qi,"' ~ ,!fl " ~ § MARY E. WESTRUM ~ "' "' No. C75418 ~ Exp, 12/31 /21 * "'<'<re CIVIL J OF c~\. ,~ W20-5 (BIKE) \ I I DATE INITIAL ENGINEER OF WORK TYPE P (CA) (RT) MARKER W13-1P (45) REVISION DESCRIPTION W11-1 -W20-1 ------DATE INITIAL OlHER APPROVAL -SHARE THE ROAD W16-1P -DATE INITIAL CITY APPROVAL FOR REFERENCE ONLY o· 20· 40• ao· '-----=,· SCALE· 1 "=40' HAS BUIL TH P.E. EXP. DATE REVIEl.'ED BY• INSPECTOR DATE ~ CITY OF CARLSBAD ~ 4 ENGINEERING DEPARTMENT 2 TRAFFIC CONTROL PLANS FOR EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXPIRES 6 /20 /22 DATE DWN BY: I I DRAWING NO. PROJECT NO. CHKD BY: MEW xxxx RVWD BY: MT DWG XXX EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)8110 , L 0 Oo :r <( Um zwl <( _L/ I IO::: o1:: d . \ APN 209-060-53-00 \ f '-_L";,, ,;w 'I _____________ J_________ --7 APN 209-060-58-00 ' ----------► =--- -i----° /, ~........_~~::~~'!_~~;-==-i~~-;;.;--:_~;~==--:.._;~_v-=-------~----'~---v=-~~~:=~;==;===:.{9;--;;.-v~~t~~~~~~~f~~~~~~~f~~E~~~?-~~1;;½;;:;"c;;:;,;;:;2~#~8~(gL~g) • 1 ½"c, 2#8 (Ltg) ~ 1 ½"c, 2#8 (Ltg) i);;j)___/ O ~:::););~~;;;;;9~;-~===:_:~~=~~~:=~~;:::::::::□~~-~-~ .. ~-~-~~~;~:::::::~~:::::::==:::::::~~:::::::=::,:::~~~~1-~:::::;:~~,13f-~:::::::=:::::::~~:::::::=~~~~=i~~~~~~~:::~:ec::::~-i ' -I 19 -----------------i-~-v - = I ~-~ ,_ ~8 ---------I I \ ~ 911 cc <( Q_ (.f) ~ u <( 7 \ ----1 l---~!---416 415 ELCAMINO_ REAL_ 414 APN 212-160-31-00 LIGHTING SYSTEM: EL CAMINO REAL SCALE: 1"=40' \ 412 -(/) :xi I.LI ~------~,~ b1 ---=--ir-----0 LJ /i I I I 40' SCALE· 1"=40' --J_ Exist R/W ~------APN 209-060-48-00 \ \ APN 209-090-11-00 -------, I --~L~---~ l½"C, 2#8 (Ltg) .......... ----------• -I • --\ ELECTRICAL SYSTEMS LEGEND (THIS SHEET ONLY): OJ INSTAUL MISSION BEUL LED LUMINAIRE ON CONCRETE POLE. -.......... --.......... ----~~---APN 212-102-75-00 LIGHTING SYSTEM: EL CAMINO REAL SCALE: 1"=40' 1½"c, 2#8 (Ltg) --~ o' 20' 40' 80' 80' I TRAFFIC SIGNAL GENERAL NOTES: 1. TRAFFIC SIGNAL AND STREET LIGHTING WORK SHALL CONFORM TO THE FOLLOWING: -THE PROJECT PLANS AND SPECIAL PROVISIONS; -CITY OF CARLSBAD STANDARD SPECIAL PROVISIONS FOR CONSTRUCTION {CCSSPC); -CALTRANS STANDARD PLANS (LATEST EDITION, INCLUDING ADOPTED (REVISIONS); -CALIFORINA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, LA TEST EDITION (CAMUTCD); -STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST VERSION), 2. THE LOCATIONS OF EACH NEW POLE FOUNDATION, PULL BOX, AND LUMINAIRE AS SHOWN ON THE PLANS ARE APPROXIMATE. PRIOR TO ORDERING MATERIAL, THE CONTRACTOR SHALL STAKE ALL PROPOSED FACILITIES FOR APPROVAL BY THE CITY. INSTALLATIONS OF FACILITIES PRIOR TO CITY APPROVAL ARE SUBJECT TO RELOCATION AND RESTORATION AS DIRECTED BY THE CITY AT THE CONTRACTOR'S EXPENSE. 3. ALL WIRING, NEW OR MODIFIED (AS PART OF THE CONTRACT), SHALL BE LABELED WITHIN EACH PULL BOX AND CONTROLLER CABINET FOR TRAFFIC SIGNAL PHASE AND/OR USE IDENTIFICATION. DEVIATIONS FROM THE CONDUCTOR/CABLING SCHEDULE OR PLANS MUST BE APPROVED BY THE CITY. 4. ALL EXISTING SIGNAL EQUIPMENT SHALL REMAIN IN PLACE AND OPERATIONAL UNTIL NEW EQUIPMENT IS IN PLACE AND READY TO OPERATE. 5. ONCE THE PERMANENT LIGHTING HAS BEEN INSTALILED AND PLACED IN OPERATION, THERE SHALL BE A THIRTY-DAY "BURN-IN" PERIOD. DURING THIS "BURN-IN" PERIOD, THE CONTRACTOR SHAUL REPAIR OR REPLACE ANY MALFUNCTIONS TO EQUIPMENT THAT WAS SUPPLIED ON THE PROJECT. ANY FAILURE DURING THE THIRTY DAY PERIOD WILL REQUIRE THE "BURN-IN" PERIOD TO START OVER FROM THE POINT THAT THE FAILURE IS REMEDIED. 6. CONTRACTOR SHAUL BORE ALL CONDUIT UNDER EXISTING PAVEMENT, CONCRETE, OR SIDEWALKS UNLESS OTHERWISE APPROVED BY THE CITY. 7. ONLY NEW CONDUIT AND CABLE SHALL BE INSTAULED UNLESS OTHERWISE INDICATED ON THE PLANS 8. CONDUIT SHAUL BE 3" SCHEDULE 80 UNLESS OTHERWISE SPECIFIED AND SHALL CONFORM TO CURRENT CAL TRANS STANDARD PLANS. ALL NEW CONDUIT SHALL BE INSTAULED A MINIMUM OF 30 INCHES BELOW FINISHED GRADE AND HAVE A DETECTABLE PULL TAPE UNLESS OTHERWISE SPECIFIED. TRACER WIRE AND PULL ROPE SHALL BE SEPARATED IN THE CONDUIT. 9. ALL EXISTING CONDUIT USED SHALL BE FIELD VERIFIED FOR LOCATION AND INTEGRITY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CITY SHOULD AN EXISTING CONDUIT BE DETERMINED TO NOT BE USEABLE. 10. ALL CONDUIT(S) SHAUL BE CLEANED BY COMPRESSED AIR AND A PROPERLY SIZED CONDUIT PISTON OR MANDREL PRIOR TO CABLE INSTALLATION. NO WATER OR MOISTURE SHALL REMAIN IN CONDUIT(S) PRIOR TO INSTAWNG CONDUCTORS. CONDUIT SHALL BE FINISHED WITH DUCT SEAL. 11. ALL NEW PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED AND SHALL CONFORM TO CURRENT CALTRANS STANDARD PLANS. PULL BOXES SHALL NOT BE INSTAULED WITHIN PEDESTRIAN OR DRIVEWAY RAMPS. 12. TRAFFIC SIGNAL PULL BOXES SHALL BE MARKED "TRAFFIC SIGNAL" AND HAVE A MAXIMUM SPACING OF 200 FEET 13. FIBER OPTIC COMMUNICATION PULL BOXES SHALL BE MARKED "FIBER OPTICS" AND HAVE A MAXIMUM SPACING OF 1,000 FEET WITH NO MORE THAN 180 DEGREES OF TOTAL BENDS, OR AS APPROVED BY THE CITY. 14. ANY PUUL BOXES INSTALLED ALONG A ROADWAY WITHOUT CURB AND SIDEWALK SHALL BE INSTALLED ADJACENT TO, BUT NOT WITHIN, THE SHOULDER. ALL PULL BOXES ADJACENT TO THE SHOULDER, OR OTHER DRIVABLE AREAS, SHALL BE TRAFFIC RATED. 15. THE VEHICLE DETECTION CABLING SHAUL BE INSTALLED, CONTINUOUS AND UN-SPLICED, FROM THE VEHICLE DETECTION EQUIPMENT TO THE CONTROULER CABINET. 16. THE DETECTOR LEAD-IN CABLE SHAUL BE CONTINUOUS AND UN-SPLICED BETWEEN THE CONTROLLER CABINET AND THE PULL BOX ADJACENT TO LOOP INSTALILATION. PROVIDE A MINIMUM 5 FEET OF SLACK FOR EACH DETECTOR LEAD-IN CABLE AS MEASURED FROM THE LIP OF THE PULL BOX OPENING IN THE PULL BOX ADJACENT TO THE LOOP DETECTOR. 17, ADVANCED LOOP DETECTORS SHALL BE TYPE E PER CALTRANS STANDARD PLANS AND SHAUL BE SEPARATED FOR EACH LANE TO THE CONTROLLER CABINET. LOOP DETECTORS SHALL BE 6 FEET IN DIAMETER POSITIONED IN THE CENTER OF THE LANE UNLESS OTHERWISE SPECIFIED. LOOPS SHALL BE SEALED USING HOT-MELT RUBBERIZED ASPHALT SEALANT PER CALTRANS SPECIFICATIONS. 18. ON NEW, OR REPAVED ROADWAYS, VEHICLE DETECTOR LOOPS SHALL BE INSTALILED PRIOR TO THE FINAL LIFT OF PAVEMENT. 19. SAFETY LIGHTING SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF CARLSBAD PUBLIC STREET AND TRAFFIC STANDARDS, CHAPTER THREE, STREET LIGHTS. HAS BUil TH P.E. __ _ EXP. ___ _ DATE REVIE\./ED BY• INSPECTOR DATE ~------",, ~ CITY OF CARLSBAD 1------1--+----------------+----+--+-----1----1 l___::_J ENGINEERING DEPARTMENT l------l--+----------------+----+--+-----1----1 1-------<---+----------------+-----+---+-------<----.1 IJGHTING SYSTEM PLANS FOR: LEGEND: NEW MISSION BELL LED LUMINAIRE ON CONCRETE POLE KING LUMINAIRE K825-lll-120-8060-120-PR OR EQUAL EXISTING MISSION BELL LED LUMINAIRE ON CONCRETE POLE INSTALL CONDUIT INTO EXISTING PULL BOX DIC • -CALL 2 FULL WORKING DAYS BEFORE YOU DIG 1450 FRAZEE ROAD SUITE 100 SAN DIEGO, CA 92108 (858) 514-8377 SCALE· 1 "=40' l'l',OfESS/~( ffY ~ f/fuuARDO G. SIMONSJ~ No. C82608 EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH 1------1--+----------------+----+--+-----1----1 ENGINEERING MANAGER RCE75991 EXPIRES 6/20/22 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: I PROJECT NO. I DRAWING NO. t--D_ATE_~IN_ITI_ ... L--+_D_A_TE~_IN_ITI_A_L-t CHKD BY: JO RVWD By•. MT c.. ___ x_x_x_x __ ___, DWG XXX OTHER ... PPROVAf. CllY ... PPROVAL --_ EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811\ I I LIGHTING SYSTEM: EL CAMINO REAL o' 20' 40' ao' ~----', SCALE: 1 "= 40' SCALE: 1"=40' NO WORK THIS SHEET, FOR INFORMATION ONLY HAS BUIL TH P.E. EXP. DATE REVIEw'ED BY• INSPECTOR DATE ~ CITY OF CARLSBAD ~ 6 ENGINEERING DEPARTMENT 2 IJGHTING SYSTEM PLANS FOR: EL CAMINO REAL DIG ~RT ~~OfESS/®2 ROADWAY IMPROVEMENTS ~ ... ,,,,,,, ~P.~~~?~ t:, .~ FROM SUNNY CREEK Rd TO JACKSPAR Dr ~-• tj ~ § DUARDO G. SIMONSE t APPROVED: HOSSEIN AJIDEH "' ., No. C82608 9/30/22 • ENGINEERING MANAGER RCE 75991 EXPIRES 6 /20 /22 DATE --I< Exp. 1450 FRAZEE ROAD CIIAL ;J-. DWN BY: I I DRAWING NO. ·~ PROJECT NO. SUITE 100 J';, SAN DIEGO, CA 92106 (658) 514-6377 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: JO CALL 2 FULL WORKING DAYS ,,,, REVISION DESCRIPTION xxxx OF cf'\.\'( RVWD BY: MI DWG XXX BEFORE YOU DIG ENGINEER OF WORK 01HER APPROVAL CllY APPROVAL EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811TRAFFIC SIGNAL NOTESCONSTRUCTION NOTEST O B E C O M P L E T E D N E X T S U B M I T T A L SEE SHEET 25 FOR TRAFFIC SIGNAL GENERAL NOTES. Q] EXISTING CONTROLLER ASSEMBLY WITH BBS TO REMAIN. 0 EXISTING 120/240 V TYPE Ill-BF SERVICE EQUIPMENT ENCLOSURE TO REMAIN. Q_] MAST ARM MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL "U". [4_] RELOCATE EXISTING VIDEO DETECTION CAMERA FROM EXISTING SIGNAL STANDARD. Q] RELOCATE EXISTING EVPE FROM EXISTING SIGNAL STANDARD. 360' SIGN TYPE NOTED ON PLAN. EL CAMINO REAL LEGEND: --<] 405' TO -----lclMl-l-1:INE--;·•-------J ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS INSTALL CONDUIT INTO EXISTING PULL BOX EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME PROPERTY OF THE CONTRACTOR REMOVE AND SALVAGE EQUIPMENT EXISTING VIDEO DETECTION CAMERA RELOCATED VIDEO DETECTION CAMERA EXISTING EVPE ----4 RELOCATED EVPE [\:{/:] EXISTING VIDEO DETECTION ZONE ~-"EL CAMINO REAL"-------Exist 2"C, 1 DLC 1,. 1,. 1,. 1 o· 1,. 1,. 1,. 1,. A 7-... ::: ............................ j ~5 ( ............................. ,, ...... , 'P ~-.:..:.·.:.,;,,,.·.:..:.·.:..:.·.:..:.·~-..:i..:.-..:i..:."•'E-;';,l;_".~--J -r .... :::-:::•::: ·:::·.'::·1 0 2 .•:•:•:•:•:•:•:-:-:•:•:•:•:•:•:-:•:• ______ , 1: ::'::·:'::· :'::·:'::·.'::·j 02 :::::::::::::::::, ............. ~-.:.:.•..!.!.'II ----------------.. - - - - - - --"'--r:, R3-4 LEFT TURN YIELD ON GREEN • R/0-12 SIGNS THIS SHEET CALL 2 FULL WORKING DAYS BEFORE YOU DIG POLE AND EQUIPMENT SCHEDULE I EXISTING PHASE DIAGRAM (NO CHANGE) STANDARD MAST ARMS Lum SIGNAL MOUNTING PPB Loe NOTES I I I 145D FRAZEE Ro.AD SUITI> 100 r <l-----<> ¢1 ¢2 _J ..,.... ----<> ¢5 ¢6 DOKKEN ENGINEERING SAN DIEGO, CA 92108 (858) 514-83?7 !! TYPE Sig Ltg LED MAST ARM POLE PED 0 ARROW @ 29-5-70 55' 15' 3-MAS SV-1-T SP-1-T 4P .. ® 1-A(N) ---TV-1-T(N) SP-1-T(N) 6P(N) .. ¢4 r! ¢7 ¢8 ® 24-3-lOO(N) 35' 15' MAS(N) SV-1-T(N) SP-1-T(N) - -QJ [±] QJ @ PBA POST(N) -----6P(N) .. ® 1-A(N) - --TV-1-T(N) SP-1-T(N) BP .. ® 29-5-70 55' 15' -SV-2-TB SP-1-T BP .. @ PBA POST(N) - ----2P(N) .. ® 17-3-70 20· 15' MAS SV-2-TB SP-2-T 2P .. CD PBA POST(N) -----4P(N) .. ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED. (N) NEW EQUIPMENT POLE REMOVAL SCHEDULE i,;... 2"C, 1 DLC ~'::;:~= - -----1 --y-, ~ """"---=--------;:::::::: :::· :::·.'::·l :::::::::::::::::, 06 ......... <:.:.,:~•.:.:.1..:..:•J 'i"'·""'·""'·""'·""'· =·1 ................... ......... ~•.:.:.,.:.=.~•l ----.. 11' 11' 1,. 1,. 1 o' 1,. 11' 1,. STANDARD SMA Loe TYPE Sig ® 1-A -© 24-3-70 35' © 1-A -----------------CONDUCTOR AND CONDUIT SCHEDULE CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE 1 DLC AWG OR PHASE 8 IA IA & IA IA CABLE OR TYPE CIRCUIT 1 2 -, ~ __ ~~6J2U • . J2U 4 5 6 8 -=-:::, 2 PED AB 1-g /~~J2U ------1~-1----7 I 4 PED 6 PED 8 PED #14 2 PPB I 4 PPB 405' TO I t-------------l--lclMFr-b1Ni,;... -----6 PPB 8 PPB PPB COMMON SPARES TOTAL AWG CIRCUIT #10 LIGHTING #10 SIG COMMON EVPE CABLE -------------LOOP DLC (TYPE B) PHASE 2 PHASE 6 TOTAL DLC CONDUIT SIZE 2-3" 3" 3" 3" 3" 3" CONDUIT STATUS Exist Exist Exist NEW NEW NEW *NEW CONDUCTOR HAS BUIL TH P.E. ---EXP. ___ _ DATE o· 10· 20· 40• ~-----'-, REVIEl.'ED BY• SCALE· 1 "=20' INSPECTOR DATE 1----1----+-----------------+----11----+----+----1 TRAFFIC SIGNAL PLAN FOR: ARDO G. SIMON CB260B 9/30/22 EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH t----t----+----------------+----11----+--+----1 ENGINEERING MANAGER RCE 75991 EXPIRES 6 20 22 DATE DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY:~~-CHKD BY: JO RVWD BY: MT I DRAWING NO. DWG XXX '----------' PROJECT NO. xxxx EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811RETAINING WALL TYPE 5 -CASE 1 SECTION A-A ~ Beg Ret WALL\ LENGTH = 112'-9 1/4" \..___) LENGTH = 168'-0" MEASURED ALONG RWLOL LENGTH 32'-0" I 8'-9 r, 8'-0" I 16' -0" 48'-0" 24'-0" I 88'-0" DESIGN H 4' I 6' I 8' I 1 O' 12' 14' I 16' ~ EXPANSION JOINT SPACING 64'-9 ¾" 48'-o" ss'-o" 80' \2=V FOOTING STEP SPACING 32'-o" 8'-9 r s'-o" 16' -o" 48'-o" 64'-o" 24'-o" 24'-o" TOP OF FOOTING ELEV 60.00' 58.50' 57.00' 55.50' 54.50' 53.50' 55.00' 56.00' .--IX) • B11-CHAIN LINK RAILING Ii .--'V (NOT SHOWN) ~ --------------------0) -------------------------------I ~ N ------------------------I u.. /FG BEHIND WALL +---------------------___________________ i r--------------------1 (.) 1--.. _ __________________ I I 7 I I ~-------------------I I I OG BEHIND -1 ----------i FG ii , <(:r: 1----------------,--I II I 1--(n WALL ~------------~ --------:, ----------------------------□G-~------------!-------i :~ ~--.L.-:_:_:_:_:_:_:_:_:_:_:..:..,=--'u' ____________________ JJ,. ____________________________ _:----------........ 2cn - - --+----t Exist CCWD 24" PVC~ SEWER LINE T T -----------\./ T T T 0+00 ~:, FOOTING STEP, Typ~e:::..---DATUM ELEV = 40.00' Be Ret WALL BC RWLOL 0+00.00= 89.44' RT "ECR" 417+24.40 \./ ---..J: f-------T 0 0 0 T T T ~WEAKENED PLANES ~ (NOT SHOWN) 1+00 MIRRORED DEVELOPED ELEVATION SCALE: 1 "=1 O' T T T T _J I :r: ~ <( ~ 2+00 .-IX) ~ -T URB & GUTTER ~ E,xis f ~6'.i~t~+aR G~ jD:-\--------,J~------------_'._-_.=_-_-_-_-__ -__ -..::..-----,"'----T ====Lee rT-===;-c===-T -=====-TT-===+===;fT-==r====~T~==i===rTY-=====rT <q rT ~ r~ ~~= ~---_J . TT -· T r-====l==-r-====l==FT-====l==-r-====l===-~-===+=~ ---~~----'+-~ ---~S-PE~CTRUM-TEL~E-+CO-M~PULLBOX I 5 PECTRUM TELECOM VERIZON TELECOM LINE I □-□-1--<( VERIZON TELECOM PULLBOX O _0 -□ --□ -□ -□ -□ -□ -----R\J-----R\./---+---------:.'------R\./----F===-1<-,1------J.,f__ __ R\.1-----R\./ ---~~ R\.1----R\.1-----R\./1------/----R\.1----R\./ +------R\.1-----R\./ R..l.l==-n-4~a--fr---R'w!J-,'-~==~□~7W~----R'W' R\./-----R\./ +------1 ~ -□ -A[f&T-TEtlcCOM-P[JtLBOx° --I AT&T TELECOM LINE □ □ □ -□ -0 -:_ ~G-I~ □--□-□--~-::1 -□-□-□-□---□ -□ -\./-=-+-----+-\./---+---=-\./ □-----+nlo=--=::~:B=-... --J.-fo□:l _ ___j_==~-0 ==0: -u--~ □ -~ ~ -~ --\./ 12" AC~ RECYCLED WA:_R_LI_N_E--\./-----l~--\./-----\./--f----\./-----\./--f----\./-----\.1--+----\./7 '° / j KM 1 o" HIGH PRESSURE " STEEL PETROLE.l'.JM LINE 't00"EL CAMl{'.JO--.BEAr \ " I I \ ~ I Exist CMWD 12" PVC f-------------,'WA-TE'R-tlNE'------------/-------------+-------------+-----=-------+---=---------,'~----------+--------=-----1 {f EL c7Nc REAL ,/1 I ( N63"28'02.13"W I 49-1'c84 ' 4f7 \ T6 \ \ PLAN SCALE: 1'' = 1 O' TOP OF WALL ELEVATIONS STATION ELEVATION 0+00.00 63.80' 0+40.77 65.02' 0+91.22 66.96' 1+41.22 68.97' 1+91.22 70.82' 2+41.22 72.75' 2+91.22 74.62' 3+41.22 76.28' 3+91.22 77. 71' 4+16.22 79.17' CALTRANS STANDARD PLANS DATED 2018 Sheet No A10A A10B A10C A10D A10E A10F A10G A10H A62B B0-3 B3-4A B3-5 B11-7 IW.e. LINES AND SYMBOLS (SHEET 1 OF 5) LINES AND SYMBOLS (SHEET 2 OF 5) LINES AND SYMBOLS (SHEET 3 OF 5) LINES AND SYMBOLS (SHEET 4 OF 5) LINES AND SYMBOLS (SHEET 5 OF 5) LEGEND -SOIL (SHEET 1 OF 2) LEGEND -SOIL (SHEET 2 OF 2) LEGEND -ROCK LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE SURCHARGE AND WALL BRIDGE DETAILS RETAINING WALL TYPE 5 (CASE 1) RETAINING WALL DETAILS No. 1 CHAIN LINK RAILING o· 5' 10' 20' '---------=; SCALE-1 "= /0' HAS BUIL TH P.E. EXP. REVIE\,IED BY• INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ 8 ENGINEERING DEPARTMENT 2 1-------1--------+-----------------+--------11-----+----+-------1 RETAINING WALL PLANS FOR: CALL 2 FULL WORKING DAYS BEFORE YOU DIG 145D FRAZEE Ro.AD SUITI> 100 SAN DIEGO, CA 92108 DOKKEN ENGINEERING (858) 514-83?7 CHARLES TORNACI C66058 6/30/22 EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH 1----1----+----------------+--------11----+--+-----1 ENGINEERING MANAGER RCE 75991 EXPIRES 6 20 22 DATE DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL DWN BY: MD CHKD BY: CT RVWD BY: MT I DRAWING NO. DWG XXX '----------' PROJECT NO. xxxx EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811I SECTION A-A LENGTH = 168'-0" MEASURED ALONG RWLOL 56'-Q" 48'-Q" I 14' 12' I ao'-o" 64'-o" 32'-Q" 24'-Q" a· -o" a· -o" 24'-Q" a· -o" ...... IX) 57.50' 59.00' 61.00' 62.00' 63.00' 64.00' -RETAINING WALL TYPE 5 -CASE 1 fa.,-4), LENGTH = 135'-8" MEASURED ALONG RWLOL \___,,;' 32'-Q" I 55'-8" 1 Q' I 8' I 711-8" I 16'-Q" 16'-Q" 16'-Q" 16'-Q" 65.00' 66.00' 68.00' 70.00' LENGTH DESIGN H EXPANSION JOINT SPACING~ ,3-4) 23'-8" FOOTING STEP SPACING 71.00' TOP OF FOOTING ELEV v? "ECR" I I I I I TYPE G CURB & GUTTER PER SDRSD G-2 FG 2% RWLOL s CHAIN LINK RAILING 5'-6" TW -.i-~ I 8 CHAIN(~~~ ~6L~~~\ ----· +-------- - ---------- -------------_-_-:.-:-:::.-=-~ ~ \ ----.,'+--------- - --7 --- -----: : OG~ ---------------_ '--F~EHIN~WALL ___ --SIDEWALK Cone RETAINING WALLe:, TYPE 5 (CASE 1) * IX) --------------I I I I -""\ -5 Nl-['1-------------! FG J ! ___ ------------, • \_OG BEHIND WALL GEOCOMPOSITE DRAIN w I I ---II I I • w I I I --- - --- -1---------' I~-------' :c ~ II ------J ~ -----.~-~:.:.-:.:.--_ -_ -_-:.:.:.:.:.:.:.:.:.:.:.:::·:r:.:.:.:.~;-;:.===========~.,.r--------' ~: 1-----------V------11 . . / ww! 1 I / _____ 3 en _J I e FOOTING STEP, Typ ~WEAKENED PLANES ~ (NOT SHOWN) DATUM ELEV = 40.00' 3+00 MIRRORED DEVELOPED ELEVATION / -----------------------------------T T T T 7 ---------------------------------------------------/ = f f T f T T f f T f T T f IV-----RV-+-----RV-----RV--+----RV--~--RV---+---RV-----RV----~RV-----RV-----RV---,'~--RV-H----RV c KM 1 O" HIGH PRESSURE AT&T .ELECOM LINE STEEL PEIB_OLEUM_LINE 12-'' ACP-RECYClala:D WATER LINE-Iv ---+-------v ----',1/-----v ----v __ /\_~-v ----v -----v -+----1 '""" ,,. "'' wmR "" j N63" 28' 02.13"W 471.845' CURVE DATA @ ® u w "' -N LI) lEL CAMINO REAL" N + .... ~ .... EL CAMINO REAL 414 \ PLAN SCALE: 1 "=1 O' I I I \ R = 3499.87' L = 668.75' T = 335.40' t; = 01 ·55'53" R = 3563.87' L = 102.06' T = 51.02' t; = 01 "38'27" DOKKEN CALL 2 FULL WORKING DAYS BEFORE YOU DIG 145D FRAZEE Ro.AD SUITI> 100 SAN DIEGO, CA 92108 ENGINEERING (858) 514-83?7 I 4+00 I I I I I I 1% Min SLOPE 2'-0" 1 · 1'-6" 4'-0" Min TYPICAL CROSS SECTION NOT TO SCALE V/,,-//J DENOTES LIMITS OF OVER-EXCAVATION ""'V/'"' .,,,..._ .I//,._.,,., AND ADDITIONAL STRUCTURE BACKFILL. *LIMITS OF ARCHITECTURAL TREATMENT -~□ -□ -□ CHARLES TORNACI C66058 6/30/22 o· 5' 10· 20· '------=; SCALE-1 "= /0' HAS BUIL TH P.E. ---EXP. ___ _ DATE REVIEl.'ED BY, 413~/ \ INSPECTOR DATE 1----1-----+-----------------+-----11-----+----+------1 RETAINING WALL PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH 1----t----+----------------+-----11-----+--+-----1 ENGINEERING MANAGER RCE 75991 EXPIRES 6 20 22 DATE DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL DWN BY: MD CHKD BY: CT RVWD BY: MT I DRAWING NO. DWG XXX '-----------' PROJECT NO. xxxx EL CAMINO REAL ROADWAY IMPROVEMENT PLANS - 50% PS&E SUBMITTAL (05/06/2021)811:r: z (? vi w 0 ' Ol I . ~ #5 @ 18 I . TABLE FG LOL"l 7r 2" Cir FOR BATTER, SEE TABLE ADDITIONAL@ BARS, SEE NOTE 2 @BARS • • • • 2" Cir ... J--#4 @ 16 #5 @ 16 ? FOOTING :\i #5 @ 18 '-' I u "'I w • Const Jt • OPTIONAL KEY CONFIGURATION • I SECTION A-A NOT TO SCALE OF REINFORCING STEEL, DIMENSIONS AND DATA DESIGN H 14' 16' w 12'-3" 14'-o" BATTER 100: 4 100: 4 al BARS #7@ 9 #7 @ 6 6)BARS #10 @ 10 #10 @ 7 Ser: B', q' o Str: B', q o Ext I: B', a o H=16' H=14' a BARS ~ r;;;;-V 12" I 10"1 1 2" . 11 o" I ELEVATION DIC RT ~~~~~~~ • ' -1450 FRAZEE Ro.AD SUITE 100 CALL 2 FULL WORKING DAYS SAN DIEGO, CA 92108 (858) 514-6377 BEFORE YOU DIG APPROPIATE OETAILS AT TOP OF WALL ARE SHOWN ON s :r: z (? CJ'.) w 0 PLACE WATERSTOP AS SHOWN WHEN REQUIRED FOR DRAINAGE NOTES AND ~ OTHER DETAILS, SEE d DESIGN SECTION NOT TO SCALE ~~OfESS/~ $ ~ ti z fj CHARLES TORNACI \ No. C66058 -I< E,p. 6/30/22 >I-Cl~L J ,.,,, DATE INITIAL ,,,, OF c~c'' ENGINEER OF WORK t 4'-0" Min FG=OG REVISION DESCRIPTION DESIGN CONDITIONS: Design H may be exceeded by 6" before going to the next size. Special footing design is required where foundation material is incapable of supporting bearing stress listed in the table. DESIGN NOTES: DESIGN: LS: DC: AASHTO LRFD Bridge Design Specifications, 4th Edition with California Amendments Varied surcharge on level ground surface Stem Architectural Treatment of thickness up to 6" of concrete (75 psf) considered SEISMIC: k h = 0.2 kv = 0.0 SOIL: A = 34A E = 120 pcf REINFORCED CONCRETE: f'c = 3,600 psi fy = 60,000 psi LOAD COMBINATIONS AND LIMIT STATES: Service I Q = 1.00DC+1.00EV+1.00EH+1.00LS Strength I Q = aDC+l:)EV+r]EH+1. 75LS Extreme I Q = 1.00DC+1.00EV+1.00EH+1.00EQD+1.00EQE Where: Q: a. l'l ~ DC: EH: EV: LS: EQE: EQD: NOTES: 1. At a(}ars: Force Effects 1.25 ar 0.90, Whichever Controls Design 1.35 or 1.00, Whichever Controls Design 1.50 or 0.90, Whichever Controls Design Dead Load of Structure Components Horizontal Earth Fill Pressure Vertical Earth Pressure from Earth Fill Weight Live Load Surcharge Seismic Earth Pressure Soil and Structural and Nonstructural Components H > 6', no splices are allowed within H/4 above the top of footing. 2. Provide #6 @ 8" a bars in addition to tabulated a bars over a distance of 8'-0" measured from all expansion joints, begin wall and end wall locations. Inertia HAS BUil TH P.E. EXP. REVIE\IED BY• INSPECTOR ~ CITY OF CARLSBAD 0 ENGINEERING DEPARTMENT RETAINING WALL DETAILS FOR: EL CAMINO REAL DATE DATE ~ 2 ROADWAY IMPROVEMENTS FROM SUNNY CREEK Rd TO JACKSPAR Dr APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXPIRES 6 /20 /22 DATE DWN BY: MP I I PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT xxxx DWG XXX OlHER APPROVAL CITY APPROVAL RVWD BY: MT Conceptual/ 50% Landscape Plan '" ~ I I ~ 0 . . D I "' D -o-• ' + -, -~ + I---1-',J _l __ >-- -± ----R\,/-IU -·-;7"' z ~\,/-_J \,/ --i~ S· RI.' ----\,/ ·+------·-·-;,;··-··~±-. Iv ------\,/ --r--=':'.· I "" ... RAIN GARDEN -□ ---E"·---·--_s ___ BIO-TREATMENT PLANTING, SEE ~ PLANT PALETTE) -----C NC ---o· 20' 40' 80' "' I PARKV'IAY /OFFS I TE PLANTING (SEE PLANT PALETTE) · SIDEV'IALK ( PER CIVIL PLANS) ... -\,/ -=·-1-·-····_--_-r-',J 0 □ -□ □-D -□ □-□ -□ PARKV'IAY /OFFS I TE PLANTING (SEE PLANT PALETTE) -□-□-\ \ \ I -------1 ----~o -----: -:-------:-: 85 9!1 95 1110--1 + o· 20· L -CONG T 85 ?====---====--==== -=== =====-----------==== 9 5 -===--== ~ ~ --------~ ( 40' 80' "AS BUILT" P.E. ___ EXP. ___ _ REVIE'wED BY• INSPECTOR L=I DATE DATE -T""" C\J 0 ~ LO 0 ..._ LO 0 -...J ~ I--~ [I) => Cl) w ~ Cl) a.. ~ 0 LO Cl) z <( ...J a.. 1-z w ~ w > 0 a: a.. ~ -i 0 <( 0 a: SEE SHEET L-2 FOR PLANT PALETTE AND PROJECT NOTES rau CITY OF CARLSBAD ~ ...J <( w a: DI UNDERGROUND SERVICE J\I..ERT OF SOUTHERN CALIFrnNIA RT HI. DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG ADL PLANNING -----+ ASSOCIATES __ ____.. DATE: JOB NO: SCALE: I PLANNING DIVISION 2 LANDSCAPE IMPROVEMENT PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS 0 z \)• LAIVso -~ ~ ~ FROM SUNNY CREEK Rd TO JACKSPAR Dr :? ~ ~ ~ APPROVED: HOSSEIN AJIDEH ~ . <( <-~~-m LAND PLANNING ~;gnoturo ENGINEERING MANAGER RCE 75991 EXPIRES 6/20/22 DATE LANDSCAPE ARCHITECTURE _DRA_W_N_BY_,________ ;£.,:!~~ 0 2979 STATE STREET SUITE "C"' DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. "CAUTION":RememberthattheUSACenternotllesont,rlhoee CARLS 8 AD, CA. 9 2 0 0 8 {76D)729-8637 FAX:(760)729-8324 REVISION DESCRIPTION ...J I I DRAWING NO. CHKD BY: RVWO BY: DWG 523-2 ::J".;'~:;i~~O:~i=';:"o1':.':!'.':~':,~ -----------ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL L_ _____________________________________________________________________________________________ __.W S: \PR0JECTS\22112 ECR-Jackspar\4.0 CDs\22024 Concept Plan.dwg Wednesday, May. 05 2021 10: 40am colton CONCEPTUAL PLANT PALETTE PARK~AY /SLOPE PLANTING, THESE PRIMARILY OFF-SITE SLOPES SHALL BE PLANTED J.AllTH A COMBINATION OF NATIVE AND/OR DROU6HT-TOLLERANT SHRUBS, GROUNDCOVER AND A HYDROSEED MIX, ALL SELECTED TO ADDRESS EROSION CONTROL AND NATURALIZE QUICKLY. SPECIFIC PLANTING PALETTE TO BE DETERMINED J.AllTH INTENT TO MATCH ADJACENT EXISTING PLANTING AREAS TO THE EXTENT POSSIBLE. GENERAL NOTES: I. THIS LANDSCAPE EXHIBIT V'IAS PREPARED FOR THE 50% PROJECT SUBMITTAL. 2. ALL LANDSCAPE DESIGN V'IILL COMPLY V'IITH CITY OF CARLSBAD LANDSCAPE MANUAL, ORDINANCES, CODES AND GUIDELINES. S. ALL PLANT MATERIAL SELECTED FOR USE V'IILL BE OF A TYPE KNOV'IN TO BE SUCCESSFUL IN THE AREA OR IN SIMILAR CLIMATIC AND SOIL CONDITIONS. 4. THE PLANT PALETTE LISTED PROVIDES A LIST OF PLANT MATERIAL TO SELECT FROM V'IHEN DESIGNING THE LANDSCAPE FOR THIS PROJECT. HOV'IEVER, THE RAIN GARDEN AND PARKV'IAY PLANT PALETTE MAY REQUIRE SUBSTITUTIONS DUE TO AVAILABILITY, SOILS TEST RESULTS OR OTHER INFLUENCES. THERE ARE NO SUBSTITUTION ALLOV'IED FOR THE PLANTS IN THE MEDIAN UNLESS OTHERV'IISE APPROVED BY A CITY REPRESENTATIVE. 5. GENERALLY, PLANTING SCHEMES V'IITHIN THE PROJECT V'IILL UTILIZE LOV'I V'IATER DEMAND SPECIES. 6. A SOIL TEST BY A QUALIFIED AGRONOMIST SHALL BE REQUIRED OF THE LANDSCAPE CONTRACTOR UPON COMPLETION OF SITE GRADING. THIS TEST SHALL BE FOR THE PURPOSE TO FURTHER INFLUENCE SPECIFIC SOIL AMENDMENTS AND TO ASSURE PLANT HEALTH. 1. ALL SOILS V'IILL BE FERTILIZED, AMENDED, AND TILLED TO CONFORM TO RECOMMENDATIONS MADE BY A SOIL TESTING LABORATORY AND/OR LANDSCAPE ARCHITECT IN ORDER TO PROMOTE HEAL THY AND VIGOROUS PLANT GROV'ITH. 8. ALL PROPOSED PLANTING AREAS SHALL BE TREATED V'IITH SOIL CONDITIONERS TO INCREASE AND RETAIN SOIL MOISTURE. "I. IRRIGATION COMPONENTS FOR THE SITE SHALL MATCH THOSE IN EXISTING PORTIONS OF CITY PLANTING AREAS ALONG EL CAMINO REAL UNLESS OTHER V'IISE DIRECTED BY THE CITY OF CARLSBAD. D11~·~ . ~ RT ~f .., --HI. UNDERGROUND [ ~ .. ~ DIAL TOLL FREE SERVICE J\I..ERT {, 1 -800 -422 -4133 OF SOUTHERN ~ AT LEAST TWO DAYS CALIFrnNIA '"Qlllia.-BEFORE YOU DIG RAIN GARDEN PLANTING SUGH AS: CAREX PRAEGRACILIS (CALIFORNIA FIELD SEDGE) FESTUCA C-ALIFORNIC-A (CALIFORNIA FESC-UE) JUNC-US PATENS (CALIFORNIA GRAY RUSH) LEYMUS TRITIGOIDES (CREEPING V'!ILDRYE) NASSELLA PULC-HRA (PURPLE NEEDLEGRASS) GENERAL IRRIGATION NOTES: AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED TO PROVIDE COVERAGE FOR ALL PLANTING AREAS SHOV'IN ON THE PLAN. ALL PROPOSED LANDSCAPE AREAS V'IITHIN THE STREET RIGHT OF V'IAY SHALL BE DESIGNED AND INSTALLED AS A PERMINNATE IRRIGATION SYSTEM V'IITH V'IATER PROVIDED BY A DEDICATED CITY METER. THOSE AREAS OUTSIDE THE STREET RIGHT OF V'IAY SHALL BE DESIGNED AND INSTALLED AS A TEMPORARY IRRIGATION SYSTEM TO BE REMOVED FROM THE CITY V'IATER SOURCE UPON 10% PLANT COVERAGE OF THE AREA LOV'I VOLUME EQUIPMENT SHALL PROVIDE SUFFICIENT V'IATER FOR PLANT GROV'ITH V'IITH A MINIMUM V'IATER LOSS DUE TO l"IATER RUN-OFF. IRRIGATION SYSTEMS SHALL USE HIGH QUALITY, AUTOMATIC CONTROL VALVES, CONTROLLERS, AND OTHER NECESSARY IRRIGATION EQUIPMENT AREAS LESS THAN 8' V'!IDE V'!ITHIN 24" OF IMPERMEABLE HARDSCAPES SHALL NOT USE OVER HEAD IRRIGATION. ALL COMPONENTS SHALL BE OF NON-CORROSIVE MATERIALS. ALL DRIP SYSTEMS SHALL BE ADEQUATELY FILTERED AND REGULATED PER THE MANUFACTURER'S RECOMMENDED DESIGN PARAMETERS. ALL IRRIGATION IMPROVEMENTS SHALL FOLLOV'I THE CITY OF CARLSBAD LANDSCAPE MANUAL , ORDINANCES, CODES AND GUIDELINES. ALL IRRIGATION EQUIPMENT SHALL BE SELECTED FROM CURRENT CITY OF CARLSBAD MAINTENANCE DEPARTMENT APPROVED IRRIGATION EQUIPMENT LIST. GENERAL PLANTING NOTES: THE SELECTION OF PLANT MATERIAL FOR THE MEDIAN AND RAIN GARDEN IS PER THE CITY OF CARLSBAD LANDSCAPE MANUAL STANDARDS AND PARKV'IAY PLANTING IS TO MATCH EXISTING PLANT MATERIAL ON THE SLOPE. ALL PLANTING AREAS SHALL BE PREPARED V'IITH APPROPRIATE SOIL AMENDMENTS, FERTILIZERS, AND APPROPRIATE SUPPLEMENTS BASED UPON A SOILS REPORT FROM AN AGRICULTURAL SUITABILITY SOIL SAMPLE TAKEN FROM THE SITE. GROUND COVERS OR BARK MULCH SHALL FILL IN BETV'IEEN THE SHRUBS TO SHIELD THE SOIL FROM THE SUN , EVAPOTRANSPORATION AND RUN-OFF. ALL FLOV'IER AND SHRUB BEDS SHALL BE MULCHED TO AS" DEPTH TO HELP CONSERVE V'IATER, LOV'IER SOIL TEMPERATURE AND REDUCE V'!EED GROJAITH. THE SHRUBS SHALL BE ALLOV'IED TO GROJAI IN THEIR NATURAL FORMS. ALL LANDSCAPE IMPROVEMENTS SHALL FOLLOJAI THE CITY OF CARLSBAD LANDSCAPE MANUAL, ORDINANCES, CODES AND GUIDELINES. L=2 "AS BUILT" P.E. __ _ EXP. __ _ DATE REVIE'wED BY• INSPECTOR DATE -T""" C\J 0 ~ LO 0 ....._ LO 0 -_J ~ I--~ [I) => Cl) w ~ Cl) a.. ~ 0 LO Cl) z <( _J a.. 1-z w ~ w > 0 a: a.. ~ -i 0 <( 0 a: _J <( 1----+--+--------------1------+------1------+--------1 ~2 CITY OF CARLS BAD ~2 W ~ PLANNING DIVISION ~ a: ADL PLANNING ------!J I DATE: ASSOCIATES ___ .,.., JOB NO: ---------SCALE: LAND PLANNING LANDSCAPE ARCHITECTURE DRAWN BY: 2979 STATE STREET SUITE "C" ---------CARLS 8 AD, CA. 9 2 0 0 8 {760)729-8637 FAX:(760)729-8324 '----'------'---'------t------j-----j-------------f---+--+--+-----1 LANDSCAPE ELR°CAMINO FREAL 0 ROADWAY IMPROVEMENTS Z FROM SUNNY CREEK Rd TO JACKSPAR Dr -APPROVED: HOSSEIN AJIDEH ~ 1----+----t--------------+---+-----ie---+-------I ENGINEERING MANAGER RCE 75991 EXPIRES 6/20/22 DATE <( DWN BY: I PROJECT NO. I DRAWING NO. 0 DATE INITIAL DATE INITIAL f------=----___J__C___:___c_=--+___::_:_--=----__l__C_C='---1 CH K D BY: --D WG 523-2 _J OTHER APPROVAL CITY APPROVAL RVWO BY: ~------~ DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION "CAUTION": Remember that the USA Center notlles ont,," lhoee uWes belonging ID the center. There CDUk:l b9 other utlilies piesent atthaoork site. Toe centerwll ilform you afwhomthaywil notify. '-----s:-s: \\FP;i;RQ)JIJE'ccrTSS\;\2;:21ii;12;'"iE'ccRii=-'.7cJa0ck;;sp;;;;ac~\4U.0)(Ciios0'.\',;22:0:02¼4CC;;;;on;;ce::'iptCP:;;;l□n::--:.d;:wg;;-"i;W;;:;ed;;;:ne::;;sdhay::-, ;:;:Ma:-y.rois"s -;;2019211 11n'."o: 4409:::am;:--;:c~□lt;:□n;--------------------------------------------------================================================:::::J w