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HomeMy WebLinkAboutDWG 539-8; CUP 2022-0010; CARLSBAD DESALINATION PLANT; 01-0331 GENERAL NOTES STREET NOTES SIGNING AND STRIPING NOTES INDEX OF SHEETS 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. SHEET 1: TITLE SHEET OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST SHEET 2: FISH FARM TEMPORARY DRIVEWAY (SOUTH) WORK TO BE DONE 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED VERSION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S PLAN AND PROFILE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SHEET 3: FISH FARM TEMPORARY DRIVEWAY (NORTH) THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE SPECIFICATIONS (JULY 2006 OR LATEST VERSION THEREOF), THESE PLANS AND THE PLAN AND PROFILE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) SPECIAL PROVISIONS. BY THE CITY ENGINEER. REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. CITY WORKING DAYS BEFORE THE WORK BEGINS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. REFERENCE DRAWINGS 1. CARLSBAD MUNICIPAL CODE OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE DWG 270-2 2. CITY OF CARLSBAD ENGINEERING STANDARDS OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ENGINEER OF WORK AND TRANSPORTATION DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. DWG 539-8A BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ALLOWED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. 3. THIS SET OF PLANS 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). BASIS OF BEARINGS BOOK). CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD83, ZONE 5. SOILS REPORT AND RECOMMENDATIONS BY HDR, INC OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED RESTORED TO A "LIKE NEW'' CONDITION, IN A MANNER MEETING THE APPROVAL OF THE 6, GRID BEARING BETWIEEN FIRST ORDER STATION "141" AND TECHNICAL MEMORANDUM DATED 9L19L22 COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. CITY INSPECTOR. FIRST ORDER STATION "052", AS SHOWN ON RECORD OF SURVEY 6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY 5. WHEELCHAIR RAMPS SHALL BE IN ST AL LED PER REQUIREMENTS OF TITLE 24, AND STOP LIMIT LINES SHALL BE APPROVED BY THE NO. 17271, (CITY OF CARLSBAD SURVEY CONTROL NETWORK) S BY THE CITY OF CARLSBAD STANDARDS. CALIFORNIA ADMINISTRATIVE CODE. 7. EXACT LOCATION OF STRIPING 47"35'33" E. RAill:,l(. (.UIClE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM 6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT 7. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS THE CITY AND OTHER APPROPRIATE AGENCIES. LANDSCAPE MANUAL. 8. QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY NOT DATED 9L12L22 LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTIL Y REMOVED BY THE CONTRACTOR. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OR MAY NOT BE IN TERMS OF SAID SYSTEM. B. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY HOR, INC IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE OF WORK OF THIS PLAN PER SDRS DWG M19. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OFTHE CAL TRANS METRIC 2L2L23 937C400110 IMPROVEMENT AGREEMENT. STENCILS. THE COMBINED SCALE FACTOR AT STATION "141" IS 0.999963560 DATED WDID NO. B. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' 9. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE PROFESSIONAL LAND SURVEYORS ACT. INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. GRID DISTANCE = GROUND DISTANCE MULTIPLIED BY THE AND CALTRANS CONSTRUCTION SITE BMP MANUAL. APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LIEGENDS COMBINED SCALE FACTOR. B. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 10. P.C. RESOLUTION NUMBER 7464 DATED OCT 5, 2022. SIGNED BY THE CITY ENGINEER. ENGINEERING INSPECTOR. 141 = FOUND A 2.5-INCH BRASS DISC, STAMPED "CLSB-141 LS 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED 6215" IN THE SOUTH EAST CORNER OF CONCRETE VAULT. BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE (100 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS. FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. N: 1,998,491.112 E: 6,226,887.845 EPOCH 1991.35 CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO SEWER NOTES 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 052 = FOUND A 2.5-INCH BRASS DISK, STAMPED "CLSB-052 LS LEGEND THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE LATEST VERSION OF THE 6215" IN CONCRETE SIDEWALK. ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: 1. SEWIER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 N: 1,991,146.608 E: 6,234,928.995 EPOCH 1991.35 11. WHERE TRENCHES THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1-(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWIER REVISION1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER 141 TO 052 = S 47"35'33" E, 10,893.45' GRID RECORD, DESCRIPTION DWG. NO. SYMBOL QUANTITY CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST SAN DIEGO REGIONAL STANDARD DRAWING M-45. 10,893.36' GRID MEASURED. X.X% MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING EDITION (GREEN BOOK). 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY PROPOSED SURFACE FLOW INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT OF CARLSBAD MOUNTING BRACKET WITH STRAPS. WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO 2. BEFORE DEVELOPER EXISTING CONTOURS THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR 12. A PRECONSTRUCTION MEETING SHALL BE HELCl PRIOR TO THE BEGINNING OF BY THE CITY ENGINEER OR DESIGNEE. TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. NAME: JIMMY HUYNH PROPOSED CONTOURS 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR OF WAY PERMIT SHALL BE REQUIRED. 1 B. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALILED BY ADDRESS: 10704 SHOEMAKER A VE., SANTA FE SPRINGS, CA 90670 CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE PCC SIDEWALK (6' WIDE) THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE RELOCATED OR TO REMAIN. PHONE NO.: 562-321-3027 INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO WATER NOTES 19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED -3' -CLASS II BASE THICKNESS 4" AB I <I SCHEDULING. 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 R/W6 5' 50' -2.5' 50' R/W (REFERENCE ONLY) .. ; 9,265 SQ FT 5.5' -. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE OBJECT MARKER SHALL BE 12"X12" 2' . ,,v-2· MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST J.· 1(, , 30' ,12' ' 40' ' (760) 438-3891. INSPECTIOl:,l REQUESTS MUST BE RECEIYW PRIOR TO 2: 00 P M EDITION) VOLUMES 2 & 3. ~ 12%1'--5.5' 2% ~El IAN 1, I .:J., 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. 2% 2. <. (1),; ASPHALT CONCRETE THICKNESS I I ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED INSPECTIONS WILL BE LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST \__"-(?> -~ -:7 "f:, 4" AC/4" AB (REFERENCE ONLY) 1,284 SQ FT MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE 4t,<j) AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY SOURCE OF TOPOGRAPHY 7:.\ TYPE G CURB AND TYPE B-1 CURB j ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. GUTTER (TYP) 6" CLASS 2 AGG 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR 3. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE CONCRETE THICKNESS 4" (SIDEWALK) I: l TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY METZ SURVEYING 4" PCC SIDEWALK (TYP) BASE MIN (TYP) , SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT , , 582 SQ FT SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, METHODS FROM INFORMATION GATHERED ON JUNE 2022, BY ERC METZ OR 7.5"(DRIVEWAY)/5" AB '• (Z!lO) 4:38 :31391 ll:,lSPECTION REQUESIS MUSI BE RECEIYECl eRIQR IO 2· 00 P M. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE ACCURACY STANDARDS. CARLSBAD BLVD. TYPICAL ROADWAY SECTION AS PER CITY OF CARLSBAD 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AS-BUILT PLANS FOR IMPROVEMENT OF CARLSBAD BOULEVARD (PHASE II), A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. DATED 9-15-1988, DWG 270-2. DRIVEWAY SDRSD G-14D & c.o.c. Ll I\ THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, STND GS-12 OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO VICINITY MAP EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PROJECT LOCATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR PERMISSION FROM THE DISTRICT ENGINEER. MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) CITY OF OCEANSIDE AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS 210-010-45, 210-010-48, 210-010-49 HIGHWAY, _lB ~ ' SII\Nlll\BllS ESIABI ISl:IEll Bl'. Il:IE CQNSIRI ICIIQN SI\EEil'. QBllEBS IIII E B TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS l I --CALIFORNIA AClMINISIRATIVE COQE, IHE PLAN SHALL BE PREPARECl Ill'. 8 ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE N 1995684. 7390' E 6228717.2260' ~ Op REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA FORM OF PROTECTION. N 1995595. 4080' E 6229383. 7750' -~ '• ~ ~ ~ .. · ~ EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF 'ii-V/1/ EXCAVATION. THE FIRE LINE LOCATED BETWIEEN THE DETECTOR CHECK VAL VE AND BUILDING ..,. y ~ 1 NOT TO 16. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. BENCH MARK ~" -Cl 1"i)\ SCALE BLASTING PROGRAM AND BLASTING PERMIT. 1/ t'; GIL \!Di 17. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE 7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1" DESCRIPTION: CITY OF CARLSBAD SURVEY CONTROL NETWORK POINT "057" ~ 't,f;. ~ C~,lff,\lo (UNLESS OTHERWISE NOTED ON PLANS). ~o· DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE LOCATION: SET IN THE TOP OF A STORM DRAIN CURB INLET LOCATED AT THE .~·-. z~ ff PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART 8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS SOUTHWESTERLY RETURN OF CANNON ROAD & AVENIDA ENCINAS. CITY OF VISTA UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY MANUFACTURED BY ARMORCAST OR EQUAL. RECORDED: RECORD OF SURVEY 17271 ~ c"N"::? if '!' 1'~ 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS cf ROA" -i--ENGINEER TO DO SO. ELEVATION: 44.010 ~( 'ALOMAR ~ O:i ~'?&-> SHALL BE 10 FEET. DATUM: NGVD 29 \ 18. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING ~ WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE PROJECT SITE ~ ofi' EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADE. ~ GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO ~ CITY OF "DECLARATION OF RESPONSIBLE CHARGE" y MARCOS SAN 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" ROi>-0 OPERATIONS SHALL BE CONDUCTED ON WIEEKENDS OR HOLIDAYS. (A LIST OF CITY PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTIMENT OF HEALTH SERVICES. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I "'k'llii: ALGA HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWIED. THE USE OF A HIGH-HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS ~ 19. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ,,c;,i,. -. ,.._..., . c :CC, ~ WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR ··.· .. '• "'"' OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY PACIFIC ~ \ 0 0S1J1 ' AVE C900. 0 J GRADING OPERATION. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY OCEAN c3' OF WAY PERMIT SHALL BE REQUIRED. RESPONSIBILITIES FOR PROJECT DESIGN. ii ~ ~ 20. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE 14. NO CUTTING OR SNAPPING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR -DEPOSITED AT. A SITE APPROVED BY THE CITY ENGINEER. Il:IE CONIRACTOR FIRM: HDR St:IALL BE RESeQNSIBLE FOR A!f!'. ClEBms QR l:lAMA(.E QCQURRIN(. ALON!, Tt:IE t:IAUL SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND --ALL STANDARD DRAWINGS ARE SAND DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE: THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. ADDRESS: 3230 EL CAMNINQ REAL #200 ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. CITY OF ENCINITAS ....--- 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE IRVINE CA 92602 * CITY OF CARLSBAD STANDARD 21. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE CITY, ST.: ** CARLSBAD MUINICIPAL WATER DISTRICT STANDARD DRAWING ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST TELEPHONE: 714-368-5636 *** SDRSD AS MODIFIED BY CITY OF CARLSBAD RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER TOTAL DISTURBED AREA Q :36 AC "AS BUil T" UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR BY: JAt:,lFLLE MOYER DATE: 10L4L22 (THIS AREA INCLUDES BUT IS NOT LIMITED TO FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN (NAME OF ENGINEER) OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 R.C.E. NO.: 70050 11'-oFESSto,v TEMPORARY DISTURBANCE SUCH AS VEHICLE AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING ,,,o '-" M "I( EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER ,:}' <v'-"'a '1c 22. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED REGISTRATION EXPIRATION DATE: 9L30L24 1-:. # ~ Q FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING E2-, ;o~ BACKFILL CUTS, AND SLOPE KEYWAYS) P.E. EXP. DATE C, No. C70050 .., AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED w '" i l,.'.i tJ°lfl; 0 TOTAL REPLACED IMPERVIOUS AREA = Q Q15 AC PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH SHALL BE REPLACED. REVIEWED BY: THE PROPOSED WORK. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR TOTAL PROPOSED IMPERVIOUS AREA -Q 043 AC 4t' VI ~~ 23. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT WEIGHT POL YETH YLEN E (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT ~ OF CAl.\fO LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO INSPECTOR DATE FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. ASTM D 124B, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT I SHEET I I SHEETS I POST-CONSTRUCTION BMP TABLE CITY OF CARLSBAD UNDERGROUND SERVICE ALERT 800 422-4133 ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL SDG&E 800 411-7343 BE REQUIRED AT THE CONTRACTOR'S EXPENSE. STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM EXEMPT FROM ENGINEERING DEPARTMENT AT&T 800 892-0123 16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&I, MINIMUM 2 WIEEKS PRIOR TO SCHEDULED TRASH CAPTURE? HYDROMODIFICA TION? TIME WARNER CABLE 760 438-7741 WATER SHUTDOWN. ~ STANDARD STORMWA TER REQUIREMENTS ~ YES ~ YES IMPROVEMENT PLANS FOR: COX COMMUNICATIONS 619 262-1122 CARLSBAD DESAIJNATION PLANT CITY OF CARLSBADbSTREETS AND STORM DRAINb 760 434-2980 PRIORITY PROJECT REQUIREMENTS NO NO PHASE 2 INTAKE MODIFICATIONS *CITY OF CARLSBA (SEWER, WATER & RECLAIME WATER) (76 )438-2722 *SAN DIEGUITO WATER DISTRICT 17 60r33-2650 MAINTENANCE MAINTENANCE *LEUCADIA WASTEWATER DISTRICT 760 753-0155 TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. FREQUENCY ROW 2022-0624 TITLE SHEET *VALLECITOS WATER DISTRICT 760 744-0460 APPROVED: JASON s. GELDERT *OLIVENHAIN WATER DISTRICT 760 753-6466 * BUENA SANITATION DISTRICT (760)726-1340 x1330 • AS APPROPRIATE ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE 24. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS /1\ DWIN BY: QC PROJECT NO. DRAWING NO. CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION CUP2022-0010 539-8 WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: OF THE CITY ENGINEER. D, \DRAll'NG FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.OWG REVISED, 01/05/16 GO DocuSign Envelope ID: 9CEC1FE7-B3CC-4CB7-A466-2B6C1CFF60CC 3/28/2023 x x x x x x x x x x x x x x x x x -8. 0 % 6.2%-1.0% 6'30'6' CL BW = 1 2 . 5 6 FL = 1 1 . 9 4 BW = 1 2 . 0 8 FL = 1 1 . 8 8 BW = 1 1 . 7 8 BW = 1 1 . 9 3 BW = 1 2 . 1 6 TC = 1 1 . 9 6 TC = 1 1 . 8 1 ST A = 1 8 + 9 0 . 3 5 TC = 1 1 . 6 6 ST A = 1 9 + 0 5 . 3 5 TC = 1 2 . 0 4 ST A = 1 9 + 1 1 . 3 5 TC = 1 2 . 4 4 ST A = 1 8 + 6 9 . 3 5 ST A = 1 8 + 7 5 . 3 5 FL = 1 1 . 7 3 FL = 1 1 . 5 8 FL = 1 1 . 5 4 7.5% -6.4 % 1.0% 7'30'6' CL BW = 1 2 . 4 2 FL = 1 1 . 8 0 BW = 1 1 . 9 3 FL = 1 1 . 7 3 BW = 1 1 . 6 3 BW = 1 1 . 7 7 BW = 1 2 . 0 2 TC = 1 1 . 8 1 TC = 1 1 . 6 5 ST A = 2 0 + 7 1 . 7 2 TC = 1 1 . 5 1 ST A = 2 0 + 5 6 . 7 2 TC = 1 1 . 9 0 ST A = 2 0 + 5 0 . 7 2 TC = 1 2 . 3 0 ST A = 2 0 + 9 3 . 7 2 ST A = 2 0 + 8 6 . 7 2 FL = 1 1 . 5 7 FL = 1 1 . 4 3 FL = 1 1 . 4 0 CL 50' ROW ACCESS ROAD LAGOON CARLSBAD BLVD 32 SOUTH DRIVEWA'" EXISTING CATCH BASIN NORTH DRIVEWAY I OF CURB I PROTECT IN PLACE EXISTING TOP \ 1 "----'-OF CURB 1 __ r EXISTING TOP --1---l, ..... ..,,j.~ .. -~C,, -\ . EXISTIN j ~ ~ ~ -• ~ ' -c / c rnsn'° J -.-. ---1 "' " -.- 10 1-------+---+----1-----+---+--+------+---FLOWLINE FLOWLINE -----+----+--+----+----+-------+<---------< 10 18+50 19+00 18+00 19+50 20+00 CARLSBAD BOULEVARD CURB PROFILE PROFILE CL 30' WIDE SOUTH DRIVEWAY STA 18+90.35 (CARLSBAD BLVD)= STA 30+00.00 (SOUTH DRIVEWAY) N 1996154.44 E 6228146.58 HORIZ SCALE: 1''=20' VERT SCALE: 1''=4' STA 18+90.35 AND 20+71.72 19+00 20+50 21+00 20+00 (0 st + 0 t') <( -f-IX) V) - (0 ...__ _..... N tO ---------g; ci J -"\ ~ ..... '-... .......,_ ,U llfO \ 0 ~ -'~ t') + VPI STA 30+52.16 -~~ ;'.': ~ ~ EL 11.93 ·a vi m <C v~ >-~ 0... _J U1 ~ > w -I 1----+------------+---~-, ;;,0/)z 9'-:·ci'i'dj-------------1 1 Q '~ r VPI STA 30+99.50 30+00 30+50 ---EL 8.70 ---' \ I \ \ 31+00 I I I I I I SOUTH DRIVEWAY CENTERLINE PROFILE PROFILE 21+00 HORIZ SCALE: 1''=20' VERT SCALE: 1''=4' STA 18+90.35 CONSTRUCTION NOTES 0 INSTALL SIDEWALK PER SDRSD G-7 TO NEAREST JOINT 0 PROPOSED 4" AC OVER 4" CLASS II BASE (SEE GENERAL NOTES 4 & 5) 0 SAW CUT PER C.O.C. STANDARD GS-12 0 REMOVE EXISTING CURB AND GUTTER AND SIDEWALK TO NEAREST JOINT. INSTALL DRIVEWAY PER SDRSD G-14D AND C.O.C. STANDARD GS-12 0 SANDBLAST EXIST CONFLICTING PAINT AND PAINT NEW PER PLAN © INSTALL PROPOSED CHAIN LINK FENCE AND GATES PER SDRSD M-5 AND M-6. JOIN EXIST FENCE 0 PROPOSED 4" CLASS II BASE OVER COMPACTED NATIVE SOIL (SEE GENERAL NOTE 1) © REMOVE INTERFERING PORTIONS OF EXIST BARBED WIRE FENCE TIE-IN EXIST FENCE TO NEW GATE @NOT USED @ INSTALL 50 LF OF DASHED GREEN BIKE LANE IN FRONT OF RAMPS PER DETAIL 1, THIS SHEET. @INSTALL DRIVEWAY PER SDRSD G-14D. GENERAL NOTES 1. MAINTAIN ACCESS TO EXISTING FISH FARM DURING CONSTRUCTION ACTIVITIES WITH TEMPORARY DRIVEWAYS. AT THE CONCLUSION OF PROJECT CONSTRUCTION ACTIVITIES, RESTORE AREA TO PRE-CONSTRUCTION CONDITIONS. 2. CONTIRACTOR SHALL PROPERLY DOCUMENT EXISTING CONDITIONS, PRIOR TO ANY CONSTRUCTION, TO ENSURE ACCURATE RESTORATION TO PRE-CONSTRUCTION CONDITIONS AT THE CONCLUSION OF THE PROJECT CONSTIRUCTION ACTIVITIES. 3. INSTALL CONSTRUCTION BMPS PER EROSION CONTIROL SHEET. 4. CONTIRACTOR SHALL LOCATE EXISTING IRRIGATION SYSTEM AND RELOCATE INTERFERING PORTIONS AS NEEDED TO MAINTAIN IRRIGATION SERVICE TO SLOPE AREAS. -----+-----------------~-------+----~---5. PRIOR TO PLACEMENT OF FILL AND PAVEMENT SECTION, LOOSE AND DRY SOILS SHOULD BE REMOVED TO COMPETENT BOTTOM. WHERE THE GROUND SURFACE SLOPES STEEPER THAN 5: 1 0 --- 13.847 CP-X -------- EXISTING CURB _ -EXISTING & GUTTER BIKE LANE EXISTING ROW EXISTING BACK OF WALK EXISTING POWER POLE PROTECT IN PLACE EXISTING GA TE TO CARLSBAD DESALINATION PLANT ------ PARCEL 4 DOC# 2001-0789068 CERT. OF COMPLIANCE SCALE: 1"=20' 20 40 60 ------- D:\DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 01/05/16 SOUTH DRIVEWAY 0 10% LO -N UPPER 1 FOOT OF --~ SUBRADE TO BE 1 COMPACTED TO 95% OF MAXIMUM DENSITY NO CHANGE TO GRADE CARLSBAD BLVD BIKE AND ARROW PER CALTRANS STD PLANS A24C & A24A PARCEL 3 DOC# 2001-0789067 CERT. OF COMPLIANCE LAGOON PLAN SCALE: 1 "=20' EXISTING ROW MATCH EXISTING GRADES IN ACCESS ROAD 0 10 ONSITE GRADING QUANTITIES (FOR ________ REFERENCE) 4 CY 172 CY 0 CY 172 CY 0 CY BIKER PER CAL TRANS STD PLANS A24C GREEN PAINT UP TO GUTTER CURB OF BIKE LANE (HORIZONTAL: VERTICAL), THE GROUND SHOULD BE STEPPED OR BENCHED. 6. DRIVEWAYS PERMITTED UNDER SEPARATE ENCROACHMENT AGREEMENT; EAGREE 2022-0032 7. ALL WORK SHOWN OUTSIDE THE PUBLIC RIGHT-OF-WAY IS SHOWN FOR REFERENCE ONLY AND FOR DETERMINATION OF WATER QUALITY QMP REQUIREMENTS. ONSITE WORK IS NOT A PART OF THIS PERMIT. © T "~ BIKE ARROW PER Z Z:, r EXISTING BUFFERED BIKE LANE i-z~-cz;,-z,,,..,_z,,_ CAL TRANS STD PLANS A24A NOTE ~ DIRECTION OF TRAVEL 6" DASHED WHITE LINE PER CAL TRANS STD PLAN A20D, DETAIL 39A 1. GREEN PAINT SHALL HAVE CHROMATICTY COORDINATES PER FHWA INTERIM APPROVAL 1A 14 GREEN PAINT SHALL BE ENNIS FLINT 985216 GREEN STD -- FAST DRY WATERBORNE 1952F 1/2 TRAFFIC PAINT, PRODUCT COLOR GREEN (34115) OR APPROVED EQUAL. PAINT SHALL MEET FEDERAL SPEC. TT-P-1925F TYPE I AND II. 0Pc~E~~~D GREEN BIKE LANE DETAIL II\ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CARLSBAD DESALINATION PLANT PHASE 2 INTAKE MODIFICATIONS FISH FARM TEMPORARY DRIVEWAY (SOUTIH) ROW 2022-0624 PLAN AND PROFILE APPROVED: JASON s. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30/24 DATE DWN BY: Ill PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: CUP2022-0010 539-8 GO DocuSign Envelope ID: 9CEC1FE7-B3CC-4CB7-A466-2B6C1CFF60CC 3/28/2023 x x x x x x x x x x x x x x x x x CL 50' ROW ACCESS ROAD LAGOON CARLSBAD BLVD 33 0 18+00 19+00 -20+00- CL 30' WIDE NORTH DRIVEWAY STA 20+ 71. 73 (CARLSBAD BLVD)= STA 40+00.00 (NORTH DRIVEWAY) N 1996319. 97 E 6228072.43 -21+mr -----+-------------------+----------<-------- 1J.B47 CARLSBAD BLVD : -1;==--======~~CP~-:;x~===::=:==-==-==.;=-==-=::,,.....~-=~~l...~~-==:,;=~~~~~~~~=~~C~TR=~~N-D=s=~=R:=Do=i=L'-"r~"'~=~-==,,,,===~=-=~-=c=-=:;..=-=c='D~I T!y·=-==-==-==-==-==-==-=:::::::'.:8:;l~~k;~"~- -I A2~&A~ __ -_-__ -_-_-_!!_-_-_-_-__ -_-_-__ -_~_______________ __________ _ ___ :~----______ <-"'EXISTING C-U-RB---r=-~1~1~NiRg~Jg~ IN -----------------------------------------------i=---:::_:::_:::_:::_:::_:::_::: __ :::_:::_:;_t:::_;:::_'::_'.'.:_:'.'._".:_~ __ :::_:::_1 --------------& GUTTER ________ PLACE ~=::::::::jc==E'.~::;;::::::~------------- SCALE: 1"=20' 20 40 -----------n ---- GI II ' ::;::<:·-?::::,:(_.<'>_>:':,::.···? -', ... __ .··, ~ ' ',' . ' . ' . ' _ _; ·_ ' . . c.c ·-,,':..:,::-:'-·,'.·' . '. /' / - 60 ,, ,, / ,, ,, :I w WI ~I w Vl I I o,-, ---------~=' -~E!~--~-------===~--------------- ----' 'o ·\~ ... ·. ' · .. ,. 9 PARALLEL PARKING _ AREA (SHOWN FOR - ILLUSTRATIVE PURPOSES ONLY) LAGOON PT.AN SCALE: 1" = 20' 11 PROPOSED GRADING 1 -DAYLIGHT LINE ~L ------g ;;._9=------ MATCH EXISTING GRADES IN ACCESS ROAD ', 0 ,·i.n :N 6' = ------------------ PROPOSED GRADING DAYLIGHT LINE 2 2 11 --10 :10% D:\DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 01/05/16 <D <D VPI STA EL 8.50 NORTH DRIVEWAY CENTERIJNE PROFILE PROFILE DATE INITIAL H0RIZ SCALE: 1 "=20' VERT SCALE: 1 "=4' STA 20+71.72 II\ DATE 10 INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL I SHEET I CONSTRUCTION NOTES 0 INSTALL SIDEWALK PER SDRSD G-7 TO NEAREST JOINT 0 PROPOSED 4" AC OVER 4" CLASS II BASE (SEE GENERAL NOTES 4 & 5) 0 SAW CUT PER C.0.C. STANDARD GS-12 0 REMOVE EXISTING CURB AND GUTTER AND SIDEWALK TO NEAREST JOINT. INSTALL DRIVEWAY PER SDRSD G-14D AND C.0.C. STANDARD GS-12 0 SANDBLAST EXIST CONFLICTING PAINT AND PAINT NEW PER PLAN © INSTALL PROPOSED CHAIN LINK FENCE AND GATES PER SDRSD M-5 AND M-6. JOIN EXIST FENCE 0 PROPOSED 4" CLASS II BASE OVER COMPACTED NATIVE SOIL (SEE GENERAL NOTE 1) © REMOVE INTERFERING PORTIONS OF EXIST BARBED WIRE FENCE TIE-IN EXIST FENCE TO NEW GATE @NOT USED @ INSTALL 50 LF OF DASHED GREEN BIKE LANE IN FRONT OF RAMPS PER DETAIL 1, PREVIOUS SHEET. @INSTALL DRIVEWAY PER SDRSD G-14D. GENERAL NOTES 1. MAINTAIN ACCESS TO EXISTING FISH FARM DURING CONSTRUCTION ACTIVITIES WITH TEMPORARY DRIVEWAYS. AT THE CONCLUSION OF PROJECT CONSTRUCTION ACTIVITIES, RESTORE AREA TO PRE-CONSTRUCTION CONDITIONS. 2. C0NTIRACTOR SHALL PROPERLY DOCUMENT EXISTING CONDITIONS, PRIOR TO ANY CONSTRUCTION, TO ENSURE ACCURATE RESTORATION TO PRE-CONSTRUCTION CONDITIONS AT THE CONCLUSION OF THE PROJECT C0NSTIRUCTI0N ACTIVITIES. 3. INSTALL CONSTRUCTION BMPS PER EROSION C0NTIR0L SHEET. 4. C0NTIRACTOR SHALL LOCATE EXISTING IRRIGATION SYSTEM AND RELOCATE INTERFERING PORTIONS AS NEEDED TO MAINTAIN IRRIGATION SERVICE TO SLOPE AREAS. 5. PRIOR TO PLACEMENT OF FILL AND PAVEMENT SECTION, LOOSE AND DRY SOILS SHOULD BE REMOVED TO COMPETENT BOTTOM. WHERE THE GROUND SURFACE SLOPES STEEPER THAN 5: 1 (HORIZONTAL: VERTICAL), THE GROUND SHOULD BE STEPPED OR BENCHED. 6. DRIVEWAYS PERMITTED UNDER SEPARATE ENCROACHMENT AGREEMENT; EAGREE 2022-0032 7. ALL WORK SHOWN OUTSIDE THE PUBLIC RIGHT-OF-WAY IS SHOWN FOR REFERENCE ONLY AND FOR DETERMINATION OF WATER QUALITY QMP REQUIREMENTS. 0NSITE WORK IS NOT A PART OF THIS PERMIT. "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CARLSBAD DESALINATION PLANT PHASE 2 INTAKE MODIFICATIONS FISH FARM TEMPORARY DRIVEWAY (NORTH) ROW 2022-0624 PLAN AND PROFILE APPROVED: JASON s. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30/24 DATE DWN BY: Ill PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: CUP2022-0010 539-8 GO DocuSign Envelope ID: 9CEC1FE7-B3CC-4CB7-A466-2B6C1CFF60CC 3/28/2023