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HomeMy WebLinkAboutDWG 548-9; PD 2024-0026; 2620 ROOSEVELT ST; 01-04NF NF GENERAL 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 JS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPT!. Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER ANO A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. 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. 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MEEDNG SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEER/NG 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 INSPECDON 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. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR 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. 15. 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 STANQARQS ESTARI ISHW RY THE GONSTRIICTION SAFETY ORDERS DD E 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. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERA DONS WIii GEA SE IMMFQIA ill Y: AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. ( A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. 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 STRUCTURES 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. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENT!. Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT JS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCtlON NEAR THEIR FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) 811 SOG&E (800)411-7343 AT&T (619)237-2787 SPECTRUM CABLE (800)227-2600 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 "ciTY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 'SAN DIEGUITO WATER DISTRICT (760)633-2650 *LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 *OLIVENHAIN WATER DISTRICT (760)753-6466 *BUENA SANITATION DISTRICT (760)726-1340 x1330 • AS APPROPRIATE 23. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SA Tl SF ACTION OF THE CITY ENGINEER. D, DRA1MNG FILES 111LE SHEETS MPRO\/EMENT 111LE SHEET.DWG REVISED, 2 23 17 STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HANO-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. 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. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 8. ALL SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWlNGS AND NOTES AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 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. 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST 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. 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· oo PM ON THE WORK 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. 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 BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL POTABLE WATER SERVICES SHALL BE 1• AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. 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. 12. 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. 73. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO CUTTING OR SNAPPING 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. 75. 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 VAL VE 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 SPECIF/CALLY DESIGNED FOR DIREC BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM Tl ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE T 0 NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&/, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER SHUTDOWN. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING ANO STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIFICATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THt:SE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING ANO STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY CITY CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. ALL PERMANENT SIGNAGE SHALL BE REFLECTIVE PER ASTM DESIGNATION D4956 AND SHALL USE TYPE IV PRISMATIC REFLECTIVE SHEETING (HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTHREWISE SPECIFIED. R1-1 "STOP", R1-2 "YIEW", R1-2 "SPEED LIMIT" AND SREET NAME SIGNS SHALL USE TYPE IX PRISMATIC CUBE-CORNER REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL). 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW'' CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY CITY ENGINEER REPRESENTATIVE PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY __ _ CONVFNTIONAI METHODS FROM INFORMATION GATHERED ON JUNE 202,J__ B't: I A WRENCf W WAI SH I S 7006 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 203-102-28 , THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 362 f ___ ~1~65-9~----- BENCHMARK DESCRIPTION: 2 5" DISC STAMPED "CLSB-130" LOCATION: SOUTHEAST CORNER OF DRAINAGE INLET BOX IN THE NORTHEAST CORNER Of INTFRSECDON OE GRANO AVFNI/E AND WASHINGTON STREET RECORDED: DECEMBER 14 2022 AND JUNE 1 2023 ELEVATION: 40.91 DA TUM: NGVO 29 INDEX OF SHEETS 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 MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. __ ~N~/.~A __ DATED ________ _ 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY ___ ~N~A~--- _____ QA TED _______ _ 7. THE SAN DIEGO AREA REGIONAL STANDARD ORA WINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED NIA ' 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY LUIS E. TAMA YO DA TED 02/06/2025 NO. PROVIDE ON $HITT 3-4 10. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OFTHE CAL TRANS METRIC STENCILS TITLE SHEET IMPROVEMENT PLAN SHEET 1 SHEET 2 SHEET 3 SHEET 4 10. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY ____ N,_,_I_A __ _ 11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCA TEO. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. TIER 2 SWPPP (TIT!.£ SHEET) TIER 2 SWPPP (EROSION CONTROL) REFERENCE DRAWINGS FPR2024-0043 DATED ______ _ 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK ANO CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND 13. ALL BIKE LANE LEGENDS SHALL BE HELMETED BICYCLIS SYMBOL AND ARROW PER CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FIGURE 9C-3 AND PAINTED, UNLESS OTHERWISE SPECIFIED. 14. SIZE OF SIGNS SHALL BE BASED UPON THE RECOMMENDED SIGN SIZES FOUND IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES UNLESS OTHERWISE SPECIFIED. FPR2024-D071 DESCRIPTION DWG. NO. SYMBOL QUANTITY 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKWAY BASE PER SAN SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. FPR2024-0044 FPR2024-0080 BASIS OF BEARINGS PROPOSED PR<POSED 4" P.C.C SIDEWALK PROPOSED CURB & GUTIER ••• G-07, G-09, G-10, G-11. G-ol** ' G-10, G-11. 17. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 18. ALL SIGN SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. THE BASIS OF BEARING FOR THIS MAP IS THE NORTHEASTERLY RIGHT OF WAY LINE OF ROOSEVELT STREET PER ROS 19159, PROPOSED 2" WATER SERVICE, 2" WA 1ER •• MElER & 2" BACKFLOW PREVENTER W-4, W-6 - w --IZJZJ-0 19. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ANO SAN DIEGO REGIONAL STANDARD DRAWING M-19. 20. ALL NEW ANO RELOCATED SIGNS SHALL BE CLEARLY VISIBLE, NOT BLOCKED BY ANY OBSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE ANY VEGETATION BLOCKING THE NEW OR RELOCATED SIGNS. 21. ALL NEW STRIPING AND PAVEMENT LEGENDS SHALL BE CAT-TRACKED AND APPROVED BY THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE BEFORE FINAL INSTALLATION. THE CONTRACTOR SHALL NOTIFY THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE AFTER COMPLETING THE LAYOUT AND AT LEAST XX WORKING DAYS PRIOR TO COMMENCING INSTALLATION OF STRIPPING, LEGENDS, AND MAKERS. PAVEMENT LEGENDS SHALL BE MARKED OUT IN FULL SIZE FOR REVIEW. 22. LETTERING ON GROUND-MOUNTED STREET NAME SIGNS ON STREETS WITH A SPEED LIMIT OF 25 MPH OR LESS SHALL BE 4" UPPER CASE AND 3" LOWER CASE. LETTERING ON ALL OTHER GROUND-MOUNTED STREET NAME SIGNS SHALL BE 6" UPPER-CASE AND 4.5" LOWER-CASE. SUPPLEMENTAL LETERING SUCH AS SUFFIXES, BLOCK NUMBERS AND DIRECTIONAL ARROWS SHALL BE AT LEAST 3" HIGH. STREET NAME SIGNS FOR PUBLIC STREETS SHALL HA VE WHITE LETTERING ON A GREEN BACKGROUND. STREET NAME SIGNS FOR PRIVATE STREETS SHALL HAVE BLACK LETTERING ON A WHITE BACKGROUND. i.e. N 34°00'27" W DEVELOPER NAME: F&F ROOSEVELT LP ADDRESS: 3636 NOEL DR., SUITE 100, SAN DIEGO, CA 92722 PHONE N0.:(619) 997-1032 VICINITY MAP 23. STREET NAME SIGN BLANKS SHALL BE FLAT (NON-EXTRUDED) AND STREET NAME POSTS SHALL BE A MINIMUM 12-GAGE, 1 3/4" SQUARE TUBING PER SAN DIEGO REGIONAL STANDARD ORA WING M-45. CITY OF OCEANSIDE 24. WHERE R6-1 "ONE WAY" SIGNS ARE /SNTALLED IN A RAISED MEDIAN, THE BOTTOM OF THE SIGN SHALL BE 18" ABOVE THE FINISHED SURFACE OF THE MEDIAN. 25. WHERE OM/-3 OBJECT MARKERS ARE INSTALLED IN A RAISED MEDIAN, THE BOTTOM OF THE SIGN SHALL BE 24" ABOVE THE FINISHED SURFACE OF THE MEDIAN. 26. WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A PROJECT MEDIAN LESS THAN 3 FEET WIDE, THE R4-7 SIGN SHALL BE 18"X24" AND THE SITE OM/-3 OBJECT MARKER SHALL BE 12"X12". 27. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 78 PROPOSED 6" C-900 FlRE SERVICE •• W/4" BACKFLOW PREVENTER PROPOSED 6" G.V VALVE BOX ASSEMBLY** PROPOSED 8" G.V VALVE BOX ASSEMBLY•• W-9 W-23 W-23 TRENCH RESURFACING GS-24, GS-25, GS-28. J" GRIND AND OVERLAY GRAVEL BAG STREET SWEEPING AND VACUUMING PROPOSED B"xa·.s· DI TEE PROPOSED 8" TO 6" REDUCER EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY CENlERLINE LINES EXISTING CONCRETE EXISTING WATER METER EXISTING GAS METER W-9 W-9 -•-•-@ ® ® = --li'.--- --R/1\1-' -- ---'re--- r --...... -·.i· --.-1 28. EXISTING "STOP" AND "STOP AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNALS ARE OPERATIONAL OR UNTIL DIRECTED BY THE (TRANSPORTATION DIRECTOR FOR GIP PROJECTS AND "CITY ENGINEER" FOR DEVELOPMENT PROJECTS) OR HIS REPRESENTATIVE. CITY OF VISTA EXISTING ELECTRIC METERS 00 IGMI IEMI ISDI 29. NEW "SIGNAL AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE INSTALLED UNTIL TRAFFIC SIGNALS ARE OPERATIONAL OR UNTIL DIRECTED BY THE (TRANSPORTATION DIRECTOR FOR GIP PROJECTS AND "CITY ENGINEER" FOR DEVELOPMENT PROJECTS) OR HIS REPRESENTATIVE. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6 703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: L TEC GROUP ADDRESS: 809 BOWSPRIT ROAD SUITE 105 CITY, ST.: CHULA VISTA CA TELEPHONE: (619) 614 2440 BY: LUIS E:, TAMA YO (NAME OF ENGINEER) R.C.E. NO.: 97580 REGISTRATION EXP/RATION DA TE: D6/30/27 11 r DATE: 03/25/2025 STRUCTURAL (POST CONSTRUCTION) BMP TABLE STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA TION? ~ STANDARD STORMWATER REQUIREMENTS B YES (SEE SWMP FOR DOCUMENTATION) PRIORITY PROJECT REQUIREMENTS NO PACIFIC OCEAN CITY OF ENCINITAS TOTAL DISTURBED AREA = 1,085 SF (0.02 AC) (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF- SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS, AND SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA = 730 SF TOTAL PROPOSED IMPERVIOUS AREA -355 Sf TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY EXISTING STORM DRAIN GRATE EXISTING ELECTRICAL lRANSFORMER EXISTING FlRE HYDRANT EXISTING POWER POLE EXISTING WATER V/>J..Vf. EXISTING STORM DRAIN INLIT EXISTING WATER MAIN EXISTING WATER LAlER/>J.. EXISTING SEWER LATERAL EXISTING SEWER MAIN EXISTING GAS LINE EXISTING O1/£.RHEAD ELEClRIC LINE EXISTING ASPHALT ALL STANDARD DRAWINGS ARE SAND DIEGO REGIONAL [TI] [XX] ~p @] --w--- -----w- --s -s -OHE-OHE- STANDARD DRAWlNGS (SDRSO) UNLESS NOTED OTHERWISE: "AS BUil T" • CITY OF CARLSBAD STANDARD ** CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING ••• SORSD AS MODIFIED BY CITY OF CARLSBAD P.E. EXP. REVIEWED BY: INSPECTOR I SH1ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: 2620 ROOSEVELT ST IMP2024-0001 TITLE SHEET APPROVED: JASON S. ENGINEER MANAGER RCE: 63912 EXPIRES 9 /30 /26 1085 SF 9 LF 1 EA 1 EA 1 EA 1 EA 44 LF 560 SF 24 EA 2,345 SF 1 EA 2 EA DATE DATE I S4ETS I GELDERT DATE /1\ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION PD2024-0026 548-9 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: Docusign Envelope ID: DCEEEE0B-EDE0-4906-A528-B80BB6664136 6/23/2025 NF NF -_/ --50--+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+- +--+--+--+---+---+-l--+--+--+---+---+---+-+-+--+--+---+---+---ll--+--+--+--+---+---+-l--+--+--+---+---+---I-H-+--+--+---+--+f;-1<aM,----+---ll--+--+--+--+---+---+-l--+--+--+---+---+---I-+-+--+--+---+---+--+-., ~ 15 i-=:: ri t-+--+--+-+---t-t-t-+--+--+--t---t-t-+--+--+-+---t----lt-t-+--+--+-+---t-t-t-+--+--+--'<"''N·~ . 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J ---- I - - . \ • ·' ... -· '" • E ELECTRICA ..EQ_LE --.}9 -25.0' -- 21.5' ---w~------'111----<-35.Q'-··t,-+------' (E) ¾" GAS PER sDG&E MAP "" =--== s --S i -=~,_=--S -- 21+00 - j --= FL 37.90' 16.0' l....U-- 38·20' ' 21+50 FL 38.15' 17.5' 21+50 "1--=f~..,_-=ii=-"--Pr'-"---'F=ff=~....:P ~L====Siia i --....... ==-=-1S.... --s ---- 39- 5 - E FIRE 38.41 '~DRANT E 6" ACP WATER MAIN ----..---s ==-- 22+00 NORTH - 31.0' 40.0' .--22+00-_ -'t -=+=-'"---'-=I • -s ~ 1-- E 8" VCF ........... • PER DWG -~---o-----<>------<>---457_4c -E 8" RCP I --<-----0----'--t--~.,...._-~""'------o--+---<----1•-1-tJ -_,_I_I ____ ...._ ;;;_PE~R~D:'.wG~'.:13:7-=3=A~ ROOSEVELT. 39 > 11 STREET !z w ---=---~ 3:~-=._-_ -~-!r---~ ~-m -~ --f-1ir-L --tJ ---_i<) - - - -I - - --~-~ -12 ~-8 - - IF - - --:::: b .... --g "'~--,..: ~-;::j Sc' -in "'~r--"' ~ w ----~ ~-------.-- - --ci 5" -(0 .... -o.. E ¾"G-AS-PE-R + ...J "-'-' + ~2l ~ ~ + t,j __ + ~2l--~ ~m -·38 _:;: ~! (E) 12" RCP ~ :r: ~ '3•..,"' MARK OUT o O_, -...:u ----w -·...:u~"' o -> • PER DW -w -,. '_, - - - -Nl5Z~ - -__ N:l:j•3B =N ~-N ·~-_N3::'.i1 -~E5f--_N~2l ---38 ~-457-4C N _c,:: __ No·o<- ---<( c.,·c.,w---___ • .:::::<·c.,a_---<(·LL -<(·O -<·oa.. ...... r-8]8----<( _-o:::----~-- - -_LL _ - . ~- r-WW Q t,j ~ ~ r-= r-= t,j ·Q ~ N ~ ~ > r-x O ~ ~ X ~ ~ ~ 0 _ R/W ___ .Vl,m mlll ____ ---=-=· __ .Vl co_Vl N "-'-'-'"'-"~ ::;a_ R/W .Vl w,e--_ _ _ _ __ Vl w_Vl w,wlll ---R/W-«: . :::; r-x_'-Jw (/) w~o::: BENCHMARK STREET CONSTRUCTION KEYNOTES: (j) EXISTING WA 7m SERVICE ANO METER TO BE RE!.101/EO PER SPEC. 15000-J.12 @ TRENCH RESURFACING PER GS-24, GS-25. GS-28. @ INSTALL NEW 2• WAm? METER ct NEW 2: 00/IESTIC MEm? PULL BOX PER W-4. © INSTALL NEW 2• BACKFLOW CMIID PER W-6 . @ J" AC GR/NO & 01£RLA Y. @ EXISTING 4• SEWER LA m?AL TO REMAIN. Q) PROPOSED 10' CONCRETE SIDEWALK PER PER G-07, G-09, G-10. G-11. @ EXISTING DRIVEWAY TO PROTECT IN PLACE @ PROPOSED 6" RR£ WATER SERVICE EXTENSION TO (P) 4" BACKFLOW DEVICE PER W-9. Qg} INSTALL NEW 4" BACKFLOW DEVICE FOR RRE SERVICE PER W-9. @ INSTALL 6" GATE VALVE ct VALVE BOX ASSEMBLY PER W-9, W-21, W-23. @ INSTALL 8" X 8" X 6" 0/ TEE PER W-9. @ THRUST BLOCK BY W-19, W-19A. THRUST BLOCK BEARING AREA: 10 FT' @) INSTALL REDUCER 6" TO 4" PER W-9. @) INSTALL 6"-90" ELBOW WITH THRUST BLOCK FOR 1£RTICAL BEND PER W-9. THRUST BLOCK BEARING AREA: 9 FT' EASEMENTS: PER ROEL/TY NATIONAL Tin.£ COMPANY PRELIMINARY REPORT: ORDEER NO. 005-J0094206-TS4, DA TEO OCTOBER 24, 2022. @ 8' WIDE ROAD EASEMENT DEDICATED TO PUBIJC USE PER DOCUMENT RECORDER JJNE 4, 1963 AS DOC/ 96641 @ J' EASEMENT FOR P/181.JC STREET ct UTIUTY EASEMENT PER PR-2024-000Z GENERAL NOTES: /. BACKFLOW ANO METERS 'lltLL BE CONSTRUCTED PER THIS PLANS. 2. WA TERMAIN SHOIW J.5 FEET BELOW THE EXISTING GRADE PER CITY OF CARLSBAD STANDARDS. CONTRACTOR SHALL CONRRM ELEVATION IN THE RELO PRIOR TO CONSTRUCTION. J. STATIONS OF CENTERUNE PER AS-BUil T Ditr; 457-4C. 4. ARE SERVICE AND METER CONNECTION WILL REQUIRE THE ACP TO BE REPLACED BY PVC, AND THEN TRANSITION BACK TO ACP, IN ACCORDANCE WITH ENG STD VOL2 -J.J. 11.M. REPLACEMENT LIMITS EXTEND TO THE OUTER LIMIT OF AFFECTED ACP SEGMENTS. NO cumNG OR SNAPPING OF ACP IS ALLOWED. @) 6" ACP WATER MAIN SECTION TO BE REPLACED BY 8" PVC PER ENG STD VOL2 -CONCRETE THRUST BLOCK, MINIMUN AREA OF BEARING 3.3.11.M. (SEE GENERAL NOTE No. 4) PIPE SIZE (IN) go· BEND 45· BEND TEE, PLUGS, CAPS & HYDRANTS @ PROPOSED TREE PER GS-8. @) INSTALL 8" GATE VALVE &-VALVE BOX ASSEMBLY PER W-9, W-21, W-23. @) PROPOSED a· TO s· REDUCER PER W-9. 6" 8" 9 FT' 14 FT' 9 FT' 6 FT' 10 FT' @ CONCRETE DRIVEWAY PER G-14A. @ REMOVE EXISTING CURB AND GUTTER TO NEAREST JOINT. REPLACE WllH 6" CURB AND GUTTER G-2. THE INFORMATION IN THIS TABLE IS BASED ON THE PROJECT'S SOILS REPORT AND CMWD STANDARD DRAWING W19-A. APPLICABLE ONLY TO HORIZONTAL BENDS. R/W 8" X 6" REDUCTION TRANSITION TO EXISTING 6" ACP 8" PVC 5' MIN PER 15064-3.1 SPEC, LJ,...1 ••---5' MIN----, ~~~ 6"G.V 8"X8"X6" TEE DETAIL A NOT TO SCAl£ EX A 8' PUBLIC ROA EASEMENT 2' MIN 8" G.V ~ R/W ,_ ________ 36.0' ----+-----+---, 2" COPPER WS 2' MIN 8" PVC 8" X 6" REDUCTION TRANSITION TO EXISTING 6" ACP 5' MIN PER SPEC. 15064-3.1 PROP B 3' EASEMENT FOR P LIC STREET & UTILITY EASEMENT PER PR-2024-0007. -----------50.0' ~-----------------14.0' ~, ~-, ,_ _____ 25.0' ------+---8.0' i 3·i°' i 3.0' 77 I 'I ,MAX 1-----22.0' ----~1--''---1 r= 10.0 2.0' 2.0% PROPOSED BACKFLOW PER W-6 -!! I 1.5% I 2.0% ·--~ '.1-•,•-·-·-•-•.·-·-·---~ . . . .. --.. -.-. ... .. -. ' .. 5.0' 5.0' PROPOSED Fl/ A." □r-r-'I I( WATER METER '" TO BE REPLACED NEW 4" PCC SLWK TYPICAL STR EET SECTION -ROOSEVELT STREET NOT TO SCALE I SH2ET I GRAPHIC SCALE 10 0 5 I c-:::J --I I ( IN FEET ) 1 inch = 10 ft. "AS BUil T" CIVIL ENGINEER RCE EXP. RE~EWED BY: INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLAN FOR: 10 I DATE DATE I SH4ETS I DESCRIPTION· 2.5" DISC STAMPED "CLSB-130" 2620 ROOSEVELT ST LOCATION: SOUTHEAST CORNER OF DRAINAGE INI ET BOX IN THE NORTHEAST CORNER OF INTERSECTION OF GRAND AYENlJE AND WASHINGTON STREET RECORDED·R S 17 71 ELEVATION: 40.91 DATUM:NGVD 29 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IMP2024-0001 1'/PE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED: JASON S. GELDERT ENGINEER MANAGER RCE: 63912 EXPIRES 9/30/26 DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: PD2024-0026 548-9 RVWD BY: Docusign Envelope ID: DCEEEE0B-EDE0-4906-A528-B80BB6664136 6/23/2025 NF NF TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREMENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND). 1. IN CASE EMERGENCY WORK IS REQUIREO, CONTACT.· DAN FEDER FROM: F&F PRDPERTIES . AT (TEL.No.)M:(858)-342-8462, W:(619)-452-2782. 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. 71. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED DNSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DAY NATIONAL WEATHER SERVICE FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS Mll SUFFICIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP IND/CA TES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. 21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE. WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MA !£RIALS POLLUTION CONTROL. THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PREaPtTATION IS PREDICTED (40% CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "M'A THER TRIGGERED ACTION PLAN". AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS~ EROSION CONTROL HYDROSEEDING, PLANTING AND /RR/GA TION 7. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A HYDROSEEDING SHALL BE APPLIED TO: 1 ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE.· a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC WALL OR STREET. b. ALL SL OPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLATTER THAN 6:7 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST.· a. NOT SCHEDULED FOR IMPROVEMENTS {CONSTRUCTION OR GENERAL LANDSCAPING} WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHL Y VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1 ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE.· a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE !RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3 /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1 SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. Jibs PER A CR£ OF E SCHOOL CIA CALIFORNICA d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA e. Jibs PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE IF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASING BEFORE HYDROSEEDING. i. ALL SEED MA !£RIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND A GR/CUL TUR£ CER TIFICA TION TAG A TT ACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0 WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING: 7 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARROWING AREAS 6: 1 OR FLA TTE.R THAT ARE SUFFICIENTLY FRIABLE. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (ID) DA rs OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 7, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA TT/NG MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORD/NA TE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. CITY OF OCEANSIDE HIGHWAY -78 - •• STE ' \ PACIFIC OCEAN BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Best Management Practice• (BMP) Description ➔ CASQA Designation➔ Construction Activity Grading/Soil Disturbance Trenchina /Excavation X Stockoilina Ori/lino /Barino X Concrete/Asohalt Sawcuttina X Concrete Flatwork X Pavina X Conduit/Pipe Installation Stucco/Mortar Work Waste Disvosal Staaina/Lay Down Area Eauioment Maintenance and Fuelina Hazardous Substance Use/Storaae Dewaterina Site Access Across Dirt Other Oist l: Instructions: " .Q ~ ~" o~ " " "' -S!~ ~ ~ "' ~-S "'~ (I)-~ ct~ "" .s 't:, " " "' 2 i' Erosion Control BMPs !'.l " :::. 't:, "' " " "" .:;; .s "'B "' " .c "' 0 "V, " :, ~ Q) = ~ :::. c:, "' "' 0 '" 't:, .c " ~ ~·-0 0 '-" <'.ll ~ " '-Lu c:, ~ r--.. o:) O'I I I I I ~ td ~ ~ "' .s 2 c:, '" CL 0 Vi Sediment Control BMPs 't:, C " ~ ~ "' '-~ g. .s -~ s: "' co 5l-f:: E .s '" "' °' '" "" co 2 C ~ 0 "' " ~-S 0 " c:, 0 co "' Q-S! " '" Cle: _E " ~ t'::' .!; .,c ~ '" :, '€l E ~ 0 '-'" '" :, '-~ -'t:, '" ~ " '-0 C 0 0 = '" 6 0 U) ~ " ~ '-V, V, V, V>CL -"' ... Lr) <o " ex:, a -I I I I I I I I ~ ~ ~ ~ ~ ~ ~ ~ X X X X X X X X X X Tracking Control BMPs " ,Q -0 .s "' "' " "' 0 '" 0 '-"' ~~ ~~ ·-'" .c '- .2 "' V, .s -I f'c: Non-Storm Water Managsmont BMPs .§ ~ " -'" "' 0 .§ .s .!;1' E 't:, t: .Q.. ~ .s " " ~ c3" '-G a; '" ~ 't:, "' 't:, ~ 8 "' § "' "" "' 0.2 " "' 0 c:,,~ ~-S ..._:.,::; " " :a .\1 C " 0 ·s:: ~ 0 " ~ " -.c '" ~ a:: ~g 0 ~<J CL -"' " ex:, I I I I V, V, V, V, < < < < '<:, C " ~ -~ ., c:, ~& '-" '" '-~o 0 -:::. V, -I i Waste Management and Materials Pollution Control BMPs ~ '" " ~ '" 't:, "' ~ § ~ "' "' ~ '" :ls 0 " "' .Q ~--C "' '" 0 ~ -"~ o..~ ~ :!a C <U C cc ,E i3 o, C ~ -"' "' "' ~"' '" "' l5 " E '" E ~5 -~ = '--0 '" -'" ~ CL 2 "' 1: "" 1: "' " "' '" 0 ~c: 't:, " " 0 0 " :-t:::0 -0 •-C " cc CC §§ 0 ~ br8 oO " 0 0 0 :::. V, V, :::. ::c: :::. 0 :::. V, :::. "' "' ... Lr) <o ex:, 0, I I I I I I I i i i i i i i X X 1. Check the box to the left of oil applicable construction activity (first column) expected to occur during construction. 2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASOA) designation number. or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. Choose one 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. LEGEND (DELETE ITEMS NOT USED ON THE SITE MAP) DESCRIPTION SE -6, GRA VEL BAG SE-7, STREET SWEEPING AND VACUUMING SYMBOL = QTY 24 EA 2,345 SF OWNER'S CERTIFICATION: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST.· (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. -0 lo It,~ I 1.01.-S- oAN FEDER DA TE f f ~ Lr--...l'---,--\" CITY OF ENCINITAS~ VICINITY MAP APN: 20J-102-28-oo SITE ADDRESS: 2620 ROOSEVELT STREET, CARLSBAD, CA 92008 AREA OF DISTURBANCE AREA OF DISTURBANCE 1.085 S.F. (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS} CONSTRUCTION THREAT: CONSTRUCTION THREAT TO STORM WATER QUALITY {CHECK BOX}: 0 HIGH □ MEDIUM OWNER/APPLICANT: NAME: DAN FEDER COMPANY: F&F PROPERTIES ADDRESS: 4060 30TH STREET, SAN DIEGO, CA 92104 TELEPHONE NO.: M:(858)-342-8462, W:(619)-452-2782 EMAIL: DAN@FANDFINC. COM EMERGENCY CONTACT: NAME.· DAN FEDER COMPANY: F&F PROPERTIES ADDRESS: 4060 30TH STREET, SAN DIEGO, CA 92104 TELEPHONE NO.: M:(858)-342-8462, W:(619)-452-2782 EMAIL: DAN@FANDFINC. COM CIVIL ENGINEER RCE REVIEWED BY: INSPECTOR "AS BUil T" EXP. DATE DATE l---l----+------------+---+---+--+------l I SH3EET I CITY OF CARLSBAD I SH4EETS I ENGINEERING DEPARTMENT ~==--===========:'..==~ NAME OF PREPARER: __ J.!LU,c!S........,E.__,_,TA:lllM"'AuY,.,,O ____ _ QUALIFICATION OF PREPARER·---------- ADDRESS: 809 BOWSPRIT ROAD SUITE 105 CHULA VISTA CA PHONE NO.: (619)-614-2440 /'# 0S/GNATIJRE 97580 R.C.E./CERT. NO. DATE INITIAL DATE INITIAL DATE INITIAL 06 /30 /27 03 /25 /25 ENGINEER OF WORK REVISION DESCRIPTION Oll-lER APPROVAL CITY APPROVAL CITY STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TIER 2 2620 ROOSEVELT ST IMP2024-0001 APPROVED: JASON S. GELDERT ENGINEER MANAGER RCE: 63912 EXPIRES 9/30/26 DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. PD2024-0026 DATE DRAWING NO. 548-9 UC. EXP. DATE DATE ~----~~----------------~-----~----~---------------------~ Docusign Envelope ID: DCEEEE0B-EDE0-4906-A528-B80BB6664136 6/23/2025 NF NF ENGINEER OF WORK: l:I LTEC ENGINEERING CONSULTANTS 809 EJOWSl'flr RONJ S'IE: IQ.1 CHIJU. \fSTA. CA 91914 IMl!Lm:'-rROIJP.OOII INRJ«E-CROUP.COM -_/ r-- • I ' '. -. " . . . I . I ELECTRICAL ---WI------W r-- --;; -. ---. " • . ... . I> " rnw~ VE PER SDG&E MAP ' r-_ __/ r-- NORTH ---=--== s --S ~ ----=-__cSil:z':s.~,5L_:,.,=::,LS_X:::::Z,s:::L,t,..L'::::s;=!l...__'k~s_SL~':::3"9'£..:c41!:::::ll'-"'.:p:::;=JL===y ?"=~=="-'==~>.z::~::....a,'---.::'7p>L...=:=-"--'=='-4!,:-"'7 :=-"Sc.......= -.S' -- --<9· --.., ------= - - - - -1F--------- -R/W -1 -SE-7 ------E 8" VCP PER DWG • 11 E 8" RCP PER DWG 137-3A ~RO-O--G-S-E-VE-L--G-T~l---4•57-4c - 0 --- R/W TEMPORARY RUNOFF CONTROL BMPs lsE-6 I GRAVEL BAG ISE-71 STREET SWEEPING AND VACUUMING STREET I ......--- DATE INITIAL ENGINEER OF WORK '-.._ E ¾"GAS PER MARK OUT ---R/W- REVISION DESCRIPTION GRAPIITC SCALE 10 0 5 10 I C•:::J --I I I ( IN FEET ) 1 inch = 10 ft. "AS BUil T" CIVIL ENGINEER DATE RCE EXP. RE"1EWED BY: INSPECTOR DATE I SH4ET I CITY OF CARLSBAD I SH4ETS I ENGINEERING DEPARTMENT CITY STORM WATER POIJ.UTION PREVENTION PLAN {SWPPP) TIER 2 2620 ROOSEVELT ST IMP2024-0001 APPROVED: JASON S. GELDERT ENGINEER MANAGER RCE: 63912 EXPIRES 9/30/26 DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: 548-9 RVWD BY: PD2024-0026 OTHER APPROVAL CITY APPROVAL Docusign Envelope ID: DCEEEE0B-EDE0-4906-A528-B80BB6664136 6/23/2025