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Home My WebLink AboutDWG 543-6; SDP 2022-0003; FPC RESIDENTIAL; 01-12N C T D R I G H T O F W A Y AVENID A P O N T O R D P O N T O D R C A R L S B A D B L V D P A C I F I C O C E A N PO N T O R D SAN LUIS ST EN C I N A S 5 SITE CITY TRAFFIC ENGINEER APPROVAL TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO.FREQUENCY MAINTENANCE POST-CONSTRUCTION BMP TABLE MAINTENANCE STORMWATER REQUIREMENTS THAT APPLY: STANDARD STORMWATER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS YES NO EXEMPT FROM HYDROMODIFICATION? YES NO EXEMPT FROM TRASH CAPTURE? 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 IS 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 CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY 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 CERTIFICATE 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 AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE 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 AND 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) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING 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 MEETING SHALL BE HELD 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 ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. 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. 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 STANDARDS ESTABLISHED BY THE CONSTRUCTION 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. 16. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 17.IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, 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. 18. 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 ASSOCIATED 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.) 19.ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY INSPECTOR 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. 20. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 21. 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. 22. 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. 23. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. 24. 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 SATISFACTION OF THE CITY ENGINEER. 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, PRINCIPALLY 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 HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINARIES 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 AND 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 WATT) HIGH EFFICIENCY INDUCTION 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 (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 ENGINEER OR DESIGNEE. 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" (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.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 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 VALVE 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. 13. 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. 15. 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. 16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&I, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER SHUTDOWN. 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 LATEST VERSION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LATEST VERSION THEREOF), THESE 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 TRANSPORTATION 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. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND 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. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OFTHE CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LAST VERSION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE LATEST VERSION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. 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. 19. CONSTRUCTION ACTIVITIES SHALL TAKE PLACE DURING THE PERMITTED TIME AND DAY PER CARLSBAD MUNICIPAL CODE CHAPTER 8.48. DEVELOPER SHALL EASING THAT CONSTRUCTION ACTIVITIES FOR THE PROPOSED PROJECT ARE LIMITED TO THE HOURS FROM 7:00 A.M. TO 6:00 P.M. MONDAY THROUGH FRIDAY, AND 8:00 A.M. TO 6:00 P.M. ON SATURDAYS; NO WORK SHALL BE CONDUCTED ON SUNDAYS OR ON FEDERAL HOLIDAYS. 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. REVISION DESCRIPTION CITY APPROVAL INITIALDATE ENGINEER OF WORK INITIALDATE DRAWING NO.PROJECT NO. CHKD BY: DWN BY: APPROVED: DATE INITIAL RVWD BY: "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: P.E.EXP. 1 ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 JASON S. GELDERT DATE OTHER APPROVAL SHEETS 12 PUBLIC IMPROVEMENT PLANS FOR: SHEET SDP 2022-0003 J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\IMPROVEMENT PLANS ROW 2023-0397 ENGINEERING DEPARTMENT 543-6 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL METHODS FROM INFORMATION GATHERED ON 09/21/21 BY PLSA ENGINEERING . TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) , THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N W . BENCH MARK DESCRIPTION:ELEVATIONS SHOWN HEREON ARE BASED ON BRASS DISK, "OC147 1968" LOCATION: NORTHEAST CORNER OF NORTHBOUND HWY 101 BRIDGE OVER PONTO CREEK RECORDED: ROS 17271 AS BM-OC-147 ELEVATION: 50.560 DATUM: NGVD 29 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAD 83 (CCS83) EPOCH 1991.35, ZONE 6, AS DETERMINED LOCALLY BY A LINE BETWEEN FIRST ORDER CONTROL STATIONS BM OC147 AND CLSB 134 BEING A GRID BEARING OF N 41°38'11" E AS DERIVED FROM GEODETIC VALUES SHOWN ON RECORD OF SURVEY 17271, CITY OF CARLSBAD CONTROL SURVEY, FILED ON FEBRUARY 8, 2002 AS FILE NUMBER 2002-0112862 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED GRID FACTOR AT STATION OC 147-1968 IS 0.999965800 "DECLARATION OF RESPONSIBLE CHARGE" (SHEETS 1-10 ONLY) 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 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: PLSA ENGINEERING ADDRESS: 1911 SAN DIEGO AVE CITY, ST.: SAN DIEGO, CA 92110 TELEPHONE: (858) 259 - 8212 BY: DATE: 03/20/2024 TYLER G LAWSON R.C.E. NO.: 80356 EXP: 12 / 31 / 2024 DEVELOPER NAME: FENTON PONTO, LLC ADDRESS: 7577 MISSION VALLEY RD SAN DIEGO, CA 92108 PHONE NO.: (619) 400-0120 ASSESSOR'S PARCEL NO. 214-160-28, 214-160-25, 214-171-11 VICINITY MAP NOT TO SCALE LEGEND DESCRIPTION DWG. NO.SYMBOL ALL STANDARD DRAWINGS SHOWN ARE CITY OF CARLSBAD STANDARDS UNLESS NOTED OTHERWISE: * SAN DIEGO REGIONAL STANDARD DRAWING (SDRSD) ** CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING *** SDRSD AS MODIFIED BY CITY OF CARLSBAD PROPERTY LINE RIGHT OF WAY CENTERLINE OF ROAD PROPOSED EASEMENTS EXISTING CONTOUR EXISTING FENCE EXISTING WATER MAIN EXISTING SEWER FORCE MAIN EXISTING RECYCLED WATER MAIN EXISTING GAS MAIN EXISTING OVERHEAD ELECTRIC EX FIRE HYDRANT PROP. 10" PVC WATER MAIN PROP. 8" PVC WATER MAIN PROP. FIRE HYDRANT ASSEBMLY PROP. 2" MANUAL AIR RELEASE (MAR) PROP. THRUST BLOCK (SIZE PER PLAN) PROP. 8" & 10" GATE VALVE (SIZE PER PLAN) WATER METER (SIZE PER PLAN) PROP. BACKFLOW (SIZE PER PLAN) FIRE BACKFLOW 6" CURB & GUTTER 6" PCC CURB CURB RAMP CURB INLET, TYPE B SD CLEAN OUT, TYPE A SD CLEAN OUT, TYPE B STREET LIGHT 18" RCP SD 24" RCP SD AC PAVEMENT PCC SIDEWALK 3" GRIND & OVERLAY STREET SURVEY MONUMENT SAW-CUT LINE 4" AC DIKE 6" AC DIKE TRENCH RESURFACING TRANSITION AC DIKE ROLLED AC DIKE TREE WELL 1" IRRIGATION SERVICE 2" POTABLE WATER SERVICE WATER SERVICE CONNECTION X X W W FM FM G G 50 ROW OE OE W-02** W-02** W-17, W-18** W-10** W-19** W-21** W-4** W-6** W-9** G-02*** G-01*** G-27*** D-02*** D-09 D-10 E-01***, GS-21* DS-2 DS-2 - G-07*** M-10 G-2* G-2* GS-25 W-3** W-4** W W ASSOCIATED PERMITS PRECISE GRADING PLANS 543-6A EAGREE 2023-0039 EAGREE 2023-0040 REFERENCE DRAWINGS DWG 337-9 DWG 468-3 DWG 499-2 INDEX OF SHEETS TITLE SHEET ............................................ 1 NOTES & DETAILS ................................... 2 SECTIONS & DETAILS & INDEX MAP.......3 DETAILS......................................................4 PLAN & PROFILE ...................................... 5-7 BUS STOP IMPROVEMENTS ...................8 CURB PROFILES ...................................... 9 DEMO PLAN............................................... 10 SIGNING & STRIPING PLANS...................11-12 RW RW 338 214-160-25; 214-160-28; 214-171-11 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. ENVIRONMENTAL APPROVAL DOCUMENTS: 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY WDID NO. 10. STORM WATER MANAGEMENT PLAN PREPARED BY 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. DATED DATED DATED DATED ADVANCED GEOTECHNICAL SOLUTIONS INC (AGS)3/16/2022 7482 MAY 3,2023 RESOLUTION NO. 7482, DATED : MAY 3, 2023 PLSA PLSA LEUCADIA WASTEWATER DISTRICT DEXTER S. WILSON, PE FIRM DATE PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER RCE DEXTER WILSON ENGINEERING, INC. 6/30/2024 EXP. DATE QTY. 1 TITLE SHEET SEE SPECIAL MITIGATION NOTES SHEET 2 1671 WDID PERMIT NUMBER: 9-37C402551 460 (LF) 28 (LF) 1 (EA) 5 (EA) 115 (SF) 9 (EA) 4 ( EA) 4 (EA) 2 (EA) 518 (LF) 275 (LF) 6 (EA) 2 (EA) 1 (EA) 3 (EA) 4 (EA) 189 (LF) 114 (LF) 22,219 (SF) 10,000 (SF) 3,178 (SF) 3 (EA) 725 (LF) 355 (LF) 185 (LF) 16 (LF) 20 (LF) 35 (LF) 16 (EA) 1 (EA) 3 (EA) 4 (EA) JUNE 7, 2023 AUGUST 11, 2023 C33692 LEGEND CONTINUES ON SHEET 2... 9-37C402551 SPECIAL SOCAL GAS NOTES 1. UNDERGROUND SERVICE ALERT IS REQUIRED TO BE NOTIFIED PRIOR TO ANY WORK BEING PERFORMED. 2. A GAS COMPANY EMPLOYEE MUST BE PRESENT WHEN ANY DIGGING WITHIN 10' (TEN FEET) OF OUR HIGH-PRESSURE LINE. ALL DIGGING WITHIN 5' (FIVE FEET) OF OUR GAS LINE MUST BE DONE BY HAND. 3. WHEN GAS LINES ARE EXPOSED, A GAS COMPANY REPRESENTATIVE IS REQUIRED TO INSPECT PIPE/WRAP PRIOR TO ANY BACKFILL. 4. DURING CONSTRUCTION, THE MINIMUM COMPACTED SOIL DEPTH OF COVER OF 52 INCHES (4.25') IS MAINTAINED OVER THE PIPELINE AT BOTH CROSSING LOCATIONS PRIOR TO ANY HEAVY CONSTRUCTION VEHICLE CROSSING. 5. NO EQUIPMENT WITH THE VIBRATORY FEATURES TURNED ON SHALL CROSS OVER THE PIPELINE NOR SHALL THE EQUIPMENT REMAIN STATIONARY OVER THE PIPELINE AT ANY TIME. 6. A MINIMUM OF 18" OF VERTICAL CLEARANCE IS MAINTAINED FROM THE PIPELINE FOR ANY UNDERGROUND FACILITIES. 7. SOCAL GAS MUST HAVE CONTINUOUS AND UNINTERRUPTED ACCESS TO THE PIPELINE(S) AND EASEMENT(S). 8. NO PERMANENT STRUCTURES, SUCH AS BLOCK WALLS, GATES, ETC. SHALL BE CONSTRUCTED WITHIN THE EASEMENT OR OVER THE PIPELINE(S). 9. THE GAS COMPANY MUST BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS TO ITS PIPELINE OR PIPE WRAP. 10. IF ANY INFORMATION CHANGES FROM YOUR REQUEST, PLEASE LET SOCAL GAS KNOW SO THAT WE CAN RE-EVALUATE. TC-12 PROJECT ADDRESS 7200, 7290, 7294 PONTO DRIVE CARLSBAD, CA 92011 STREET TREE PRIVATE YES 2, 4, 5, & 6 AS NEEDED BY: JOHN KIM DATE W W DEXTER S. WILSON, PE FIRM DATE PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER RCE DEXTER WILSON ENGINEERING, INC. 6/30/2024 EXP. DATE C33692 DEXTER S. WILSON, PE FIRM DATE PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER RCE DEXTER WILSON ENGINEERING, INC. 6/30/2024 EXP. DATE C33692 DEXTER S. WILSON, PE DATE APPROVED BY: LWD DISTRICT ENGINEER RCE C33692 3/20/2024 4/16/24 I ~ I '\, \ \ ~ \ ,\ 1-/_1 \ - \ \\ ~ I I / - ~ - ,-_ - P L S A 1, ..... al PLSAENGINEERING.COM 11 - - - -~ - I -- - - - - {)(X] M IEL-i1 IE] IE] - o--------3:J: - - -~ - I 7 k?S2S2YSZSZSZSI ... I I I II DocuSign Envelope ID: 0AE01198-44F6-44E0-989C-81B7ACD7E2E7 4/17/2024 6" PCC C&G PER SDRSD G-2 STREET FLOW COMPACTED SUBGRADE 6" SAND FILTER LAYER 14.0' LIMITS OF STRUCTURAL SOIL ROOT BARRIER PER SDRSD L-6 30 MIL PLASTIC IMPERMEABLE LINER COMPACTED NATIVE PER GEOTECHNICAL STUDY DEEP ROOT TREE BUBBLER PER SDRSD DWG I-4 UNCOMPACTED SUBGRADE 3" MIN MULCH LAYER OPENING PER GS-5.01 30 MIL PLASTIC IMPERMEABLE LINER SPLASH PAD PER SDC GS DS GS-5.06 6"8" PCC SIDEWALK PER SDRSD G-7 9" X 30" PCC TREE GRATE FRAME PER SDRSD L-4 5' TREE GRATE FRAME 4" X 8" SMOOTH DOWELS @ 18" OC, GREASED ON ONE END, TYP. ALL SIDES PER SDC GS DS GS-1.00 #4 @ 18" O.C. BOTH WAYS PER SDC GS DS GS 1-.00 CURB CUT PER DETAIL THIS SHEET *TREE GATED FRAME BY URBAN ACCESSORIES OR APPROVED EQUAL ENGINEERED BIO SOIL 1:1 1 : 1 1' ROOT BALL 6" PCC C&G PER SDRSD G-2 STREET FLOW COMPACTED SUBGRADE 6" SAND FILTER LAYER 5'-10' LIMITS OF STRUCTURAL SOIL ROOT BARRIER PER SDRSD L-6 30 MIL PLASTIC IMPERMEABLE LINER DEEP ROOT TREE BUBBLER PER SDRSD DWG I-4 UNCOMPACTED SUBGRADE 3" MIN MULCH LAYER ROOT BALL 1" 7" DEPRESSION @ CURB CUT PER GS-5.01 30 MIL PLASTIC IMPERMEABLE LINER SPLASH PAD PER SDC GS DS GS-5.06 6" 4:1 10" 30 MIL PLASTIC IMPERMEABLE LINER PCC SIDEWALK PER SDRSD G-7 COMPACTED SUBGRADE 1' COMPACTED NATIVE PER GEOTECHNICAL STUDY ENGINEERED BIO SOIL 1:1 1: 1 10'-25' DIAMETER CANOPY STREET TREE WITH 157-982 CF MIN STRUCTURAL SOIL PCC CURB & GUTTER (SIZE PER PLAN) PCC CURB & GUTTER (SIZE PER PLAN) 18" WIDE CURB CUT CENTERED ON TREE WELL (PER GS-5.01) LIMIT OF STRUCTUAL SOIL LIMITS OF 30 MIL PLASTIC IMPERMEABLE LINER AND ROOT BARRIER ALONG SIDES OF STRUCTURAL SOIL SPLASH PAD PER GS-5.06 5'-10' 4:1 SLOPE 4:1 SLOPE PCC CURB & GUTTER (SIZE PER PLAN) PCC CURB & GUTTER (SIZE PER PLAN) 18" WIDE CURB CUT CENTERED ON TREE WELL (PER GS-5.01) SPLASH PAD PER GS-5.06 25' DIAMETER CANOPY STREET TREE WITH 982 CF MIN STRUCTURAL SOIL** LIMITS OF 30 MIL PLASTIC IMPERMEABLE LINER AND ROOT BARRIER ALONG SIDES OF STRUCTURAL SOIL 6" THICK, 18" DEEPENED EDGE SIDEWALK TREATMENT, SEE SECTION THIS SHEET TREE WELL GRATE COVER 5' X 8'; FS = ADJACENT LANDSCAPE FG CONSTRUCT CONTIGUOUS PCC SIDEWALK LIMITS OF STRUCTURAL SOIL BELOW (4' DEEP X 14' X 18.5') EX 78" RCP STORM DRAIN PER DRAWING NO. 337-9 EX 84" RCP STORM DRAIN PROP 24" RCP STORM DRAIN WALL THICKNESS (TYP.) EX STORM DRAIN CLEAN OUT MODIFIED TYPE 'A' PER DRAWING NO. 337-9 9.0' 10 . 0 ' EX 78" RCP STORM DRAIN PER DRAWING NO. 337-9 EX STORM DRAIN CLEAN OUT MODIFIED TYPE 'A' PER DRAWING NO. 337-9 PROP 24" RCP STORM DRAIN 9.0' NOTES: 1. THE END OF THE CONNECTING PIPE SHALL NOT PROJECT INTO THE WATERWAY OF THE LARGER PIPE 2. CONCRETE SHALL BE 560-C-3250 3. CONTRACTOR TO GROUT SEAL AND WATERPROOF ANY PIPE PENETRATIONS AS NECESSARY TO CITY OF CARLSBAD SPECIFICATIONS SEE SDRSD D-61 FOR ROUNDED PIPE ENDS EXISTING 15" SEWER MAIN PER DRAWING NO. 372-6 PROPOSED SEWER MH #14 STA: 4+12.76 44.40 IE-OUT44.50 IE-IN PRIVATE 4" PVC SCH 40 PIPE PROPOSED SEWER CHANNEL (15" WIDTH) 44.70 IE-IN PROPOSED SEWER CHANNEL (4" WIDTH) 53 54 55 56 LOT 2 MAP: 13803R/ W NORTH COUNTY TRANSIT DISTRICT S S S S S S S FM FM FM S S S PROPOSED PUBLIC SEWER MH #14 PER CSD S-1 SEE CHANNELING DETAIL THIS SHEET STA: 4+12.76 PER BUILDING PLAN SDP 2022-0003 PROPOSED PRIVATE 4" HDPE FORCE MAIN PER BUILDING PLAN SDP 2022-0003 EXISTING SOUND WALL LOT 4 MAP: 13803EX. 20' PUBLIC UTILITY AND ACCESS EASEMENT PER MAP NO. 13181 EXISTING AC PAVEMENT EXISTING 15" SEWER MAIN PER DRAWING NO. 253-6 REMOVE AND REPLACE AC PAVEMENT. MATCH EXISTING 20.0' 10.0' EXISTING SEWER MANHOLE TO BE REMOVED 44.81 IE INSTALL 15" PVC SEWER MAIN CONTRACTOR TO MAINTAIN EXISTING INVERTS AND SLOPE 1 CONNECT PROPOSED 15" PVC SEWER TO EXISTING 15" SEWER MAIN 44.81 IE 1.0' MIN. PROPOSED 8" PVC FIRE SERVICE 16" STEEL CASING CONNECT TO PRIVATE BACKFLOW 43.50 FG @ BW 45.58 FG @ TWFINISHED GRADE PL ESMT PARCEL 1 OF PM ______ LOT 1 MAP 11290 29.6' PROPOSED 10" PVC WATER MAIN 1.0'1.0' 2 RETAINING WALL PER DWG NO. 543-6A EASEMENT NOTES: INDICATES AN EASEMENT FOR WATER PURPOSES TO CARLSBAD MUNICIPAL WATER DISTRICT, DEDICATED PER PM____ 2 REVISION DESCRIPTION CITY APPROVAL INITIALDATE ENGINEER OF WORK INITIALDATE DRAWING NO.PROJECT NO. CHKD BY: DWN BY: APPROVED: DATE INITIAL RVWD BY: "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: P.E.EXP. 1 ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 JASON S. GELDERT DATE OTHER APPROVAL SHEETS 12 PUBLIC IMPROVEMENT PLANS FOR: SHEET SDP 2022-0003 J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\IMPROVEMENT PLANS ROW 2023-0397 ENGINEERING DEPARTMENT 543-6 2 NOTES & DETAILS SPECIAL MITIGATION NOTES: 1. DEVELOPER SHALL AVOID AFFECTING NESTING BIRD SPECIES (RAPTORS, LISTED BIRD SPECIES, AND MIGRATORY BIRDS) DURING CONSTRUCTION ACTIVITIES, INCLUDING CLEARING AND GRUBBING, DURING THE BIRD BREEDING SEASON (FEBRUARY 15 TO AUGUST 31). IF THE BREEDING SEASON CANNOT BE AVOIDED, THE FOLLOWING ACTIONS SHALL BE TAKEN: A. NO MORE THAN THREE (3) DAYS PRIOR TO ANY VEGETATION CLEARING OR CONSTRUCTION ACTIVITIES, A QUALIFIED BIOLOGIST SHALL CONDUCT A PRE-CONSTRUCTION SURVEY THROUGHOUT THE SITE TO IDENTIFY NESTS OR NESTING BEHAVIOR. MONITORING SHALL CONTINUE THROUGHOUT THE BREEDING SEASON. IF AN ACTIVE NEST IS OBSERVED, A PROTECTIVE BUFFER SHALL BE FENCED OFF, AND NO WORK SHALL BE ALLOWED WITHIN THE BUFFER UNTIL THE NEST IS NO LONGER ACTIVE (E.G., ALL NESTLINGS HAVE SUCCESSFULLY FLEDGED). A BUFFER WIDTH OF AT LEAST 500 FEET SHALL BE REQUIRED FOR RAPTORS OR LISTED SPECIES SUCH AS COASTAL CALIFORNIA GNATCATCHER OR LEAST BELL'S VIREO. BUFFER WIDTH FOR OTHER SPECIES SHALL BE DETERMINED BY A QUALIFIED BIOLOGIST, IN COORDINATION WITH THE CITY AND WILDLIFE AGENCIES BASED ON SPECIES BIOLOGY AND SITE CONDITIONS. B. THE USFWS SHALL BE NOTIFIED IMMEDIATELY OF ANY FEDERALLY LISTED SPECIES THAT ARE LOCATED DURING PRE-CONSTRUCTION SURVEYS. C. A QUALIFIED BIOLOGIST SHALL MONITOR CONSTRUCTION ACTIVITIES DURING THE BREEDING SEASON. NO ACTIVITIES THAT WOULD RESULT IN NOISE LEVELS EXCEEDING 60 DBA HOURLY LEQ WITHIN 500 FEET OF BREEDING HABITAT OCCUPIED BY LISTED SPECIES. AMBIENT NOISE SHALL BE EXCLUDED FROM THE 60 DBA CALCULATION. IF EXCESS NOISE-PRODUCING CONSTRUCTION ACTIVITIES ARE NOT COMPLETED PRIOR TO THE BREEDING SEASON, AND BIRDS ARE NESTING DURING THE BREEDING SEASON, NOISE BARRIERS SHALL BE ERECTED TO REDUCE NOISE IMPACTS AT THE DISTANCE OF THE NESTS TO BELOW 60 DBA HOURLY LEQ OR THE ACTIVITIES SHALL BE SUSPENDED. THE NEST SHALL BE MONITORED BY THE MONITORING BIOLOGIST, AND THE NOISE RESTRICTIONS SHALL CONTINUE UNTIL THE NOISE PRODUCING MACHINERY WORK IS COMPLETED. 2. PRIOR TO ISSUANCE OF GRADING AND BUILDING PERMITS, DEVELOPER SHALL LIST THE FOLLOWING ON ALL CONSTRUCTION, GRADING AND IMPROVEMENT PLANS. DEVELOPER SHALL ADHERE TO THE FOLLOWING MEASURES FOR ALL CONSTRUCTION PHASES OF THE PROJECT: A. THE PROJECT CONTRACTOR SHALL, TO THE EXTENT FEASIBLE, SCHEDULE CONSTRUCTION ACTIVITIES TO AVOID THE SIMULTANEOUS OPERATION OF CONSTRUCTION EQUIPMENT SO AS TO MINIMIZE NOISE LEVELS RESULTING FROM OPERATING SEVERAL PIECES OF HIGH NOISE LEVEL EMITTING EQUIPMENT. B. ALL CONSTRUCTION EQUIPMENT, FIXED OR MOBILE, SHALL BE EQUIPPED WITH PROPERLY OPERATING AND MAINTAINED MUFFLERS. ENFORCEMENT SHALL BE ACCOMPLISHED BY RANDOM FIELD INSPECTIONS BY APPLICANT PERSONNEL DURING CONSTRUCTION ACTIVITIES, TO THE SATISFACTION OF THE CITY OF CARLSBAD. C. CONSTRUCTION NOISE REDUCTION METHODS SUCH AS SHUTTING OFF IDLING EQUIPMENT, CONSTRUCTION OF A TEMPORARY NOISE BARRIER, LOCATING STOCKPILING AND/OR CONSTRUCTION EQUIPMENT STAGING AREAS AS FAR AS PRACTICABLE FROM ADJACENT RESIDENCES OR OTHER NOISE-SENSITIVE RECEPTORS, AND USE OF ELECTRIC AIR COMPRESSORS AND SIMILAR POWER TOOLS, RATHER THAN DIESEL EQUIPMENT, SHALL BE USED WHERE FEASIBLE. D. DURING CONSTRUCTION, STATIONARY CONSTRUCTION EQUIPMENT SHALL BE PLACED SUCH THAT EMITTED NOISE IS DIRECTED AWAY FROM OR SHIELDED FROM SENSITIVE RECEPTORS. E. CONSTRUCTION HOURS, ALLOWABLE WORKDAYS, AND THE PHONE NUMBER OF THE JOB SUPERINTENDENT SHALL BE CLEARLY POSTED AT ALL CONSTRUCTION ENTRANCES TO ALLOW SURROUNDING PROPERTY OWNERS TO CONTACT THE JOB SUPERINTENDENT IF NECESSARY. IN THE EVENT THE CITY OF CARLSBAD RECEIVES A COMPLAINT, APPROPRIATE CORRECTIVE ACTIONS SHALL BE IMPLEMENTED, AND A REPORT OF THE ACTION PROVIDED TO THE REPORTING PARTY. F. TO COMPLY WITH SDAPCD RULE 55, FUGITIVE DUST CONTROL, THE ACTIVE GRADING SITES SHALL BE WATERED AT LEAST TWO TIMES DAILY. G. PRIOR TO THE START OF CONSTRUCTION ACTIVITIES AND ISSUANCE OF GRADING PERMITS, THE PROJECT APPLICANT, OR ITS DESIGNEE, SHALL ENSURE THAT ALL 84 HORSEPOWER OR GREATER DIESEL-POWERED EQUIPMENT ARE POWERED WITH CALIFORNIA AIR RESOURCES BOARD (CARB)-CERTIFLED TIER 4 INTERIM ENGINES OR BETTER, EXCEPT WHERE THE PROJECT APPLICANT ESTABLISHES TO THE SATISFACTION OF THE CITY OF CARLSBAD (CITY) THAT TIER 4 INTERIM EQUIPMENT IS NOT AVAILABLE. AN EXEMPTION FROM THIS REQUIREMENT MAY BE GRANTED BY THE CITY IF (1) THE CITY DOCUMENTS EQUIPMENT WITH TIER 4 INTERIM ENGINES ARE NOT REASONABLY AVAILABLE, AND (2) THE REQUIRED CORRESPONDING REDUCTIONS IN CRITERIA AIR POLLUTANT EMISSIONS CAN BE ACHIEVED FOR THE PROJECT FROM OTHER COMBINATIONS OF CONSTRUCTION EQUIPMENT. BEFORE AN EXEMPTION MAY BE GRANTED, THE CONSTRUCTION CONTRACTOR SHALL: CONFIRM THAT THE PROPOSED REPLACEMENT EQUIPMENT HAS BEEN EVALUATED USING CALIFORNIA EMISSIONS ESTIMATOR MODEL (CALEEMOD) OR OTHER INDUSTRY STANDARD EMISSION ESTIMATION METHOD AND DOCUMENTATION PROVIDED TO THE CITY TO CONFIRM THAT NECESSARY PROJECT-GENERATED EMISSIONS REDUCTIONS ARE ACHIEVED. TREE WELL WITH GRATE SECTION NOT TO SCALE TREE WELL W/O GRATE SECTION NOT TO SCALE TREE WELL W/O GRATE DETAIL NOT TO SCALE TREE WELL WITH GRATE DETAIL NOT TO SCALE NOTE: SIZING PER SWQMP DWG. NO. 543-6A NOTE: SIZING PER SWQMP DWG. NO. 543-6A 1. THE EXISTING LEUCADIA WASTEWATER DISTRICT (LWD) SEWER FORCE MAIN (FM) HAS BEEN PREVIOUSLY ABANDONED AND DRAINED. SEWER FM PIPE SHALL BE REMOVED TO THE LIMITS REQUIRED TO INSTALL THE NEW WATER MAIN. CONTRACTOR SHALL REMOVE AND DISPOSE OF THE SEWER FM. 2. INSTALL A 2-FOOT CONCRETE PLUG AT THE ENDS OF THE SEWER FM THAT ARE TO REMAIN ABANDONED IN PLACE. SUITABLE MATERIAL SHALL BE PLACED UPSTREAM OF THE PLUG TO HOLD THE 2-FOOT CONCRETE PLUG IN PLACE. NOTIFICATION SHALL BE PROVIDED TO LWD AT LEAST 48 HOURS NOTICE IN ADVANCE TO ALLOW LWD TO INSPECT EACH FORCE MAIN ABANDONMENT LOCATION. CONTACT IAN RIFFEL AT (760) 753-0155 EXT. 3002. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND PROPER REMOVAL OF SEWAGE THAT MAY BE FOUND REMAINING IN THE SEWER FM. 4. CONTRACTOR SHALL IDENTIFY ON AS-BUILT REDLINES THE EXTENT OF THE SEWER FM THAT WAS REMOVED AND THE SPECIFIC LOCATION OF CONCRETE PLUGS THAT WERE INSTALLED ON THE FM TO REMAIN ABANDONED IN PLACE. THE PROJECT WILL PROVIDE RECORD DRAWINGS TO LWD WITH THIS INFORMATION. 5. THE PROJECT OWNER, ENGINEER, AND CONTRACTOR SHALL INDEMNIFY, DEFEND, AND RELEASE LWD FROM ANY LIABILITY OR RESPONSIBILITY FOR THE CONDITION OF THE SEWER FM, THE SOIL CONDITION SURROUNDING THE SEWER FM, ANY DISCHARGE OF SEWAGE FROM THE SEWER FM AND ANY AND ALL INJURIES OR DAMAGES RESULTING FROM THE DESTRUCTION, REMOVAL, AND PLUGGING OF THE SEWER FM. LEUCADIA WASTEWATER DISTRICT SEWER ABANDONMENT: PLAN VIEW OF PIPE CONNECTION DETAIL NOT TO SCALE SECTION A-A OF PIPE CONNECTION DETAIL NOT TO SCALE MANHOLE RE-CHANNELING DETAIL NOT TO SCALE PLAN VIEW OF MANHOLE #14 SCALE: 1" = 20' LEGEND CONTINUED DESCRIPTION DWG. NO.SYMBOL CROSS GUTTER RIBBON GUTTER 2" AIR VACUUM ASSEMBLY (AVA) SEWER MANHOLE TRASH RECEPTACLE TOLAR MANUFACTURING BENCH QTY. 670 (SF) 200 (SF) 1 (EA) 1 (EA) 2 (EA) 2 (EA) G-12 G-13 W-11** S-1 ALL STANDARD DRAWINGS ARE SAND 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 DATE 03/20/2024 TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024 STEEL CASING DETAIL NOT TO SCALE NO.BEARING / DELTA LENGTH RADIUS PUBLIC SEWER DATA TABLE COMMENTS 15" PVC SDR-35130.46'N 20° 38' 02" W - _J~L \) , . : . -. . . ' 0 0 I 0 0 I . ..,.,..,_,.,..-., . •• 'J. ·" . .1· ... f,; ~\I-G L411s .l...'-~a " ,,_ No. 80356 Exp. 12/31 /24 J'~Je CIV\\.. ~'<- OF CAI.. 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Cl I CITY OF CARLSBAD ID FPC RESIDENTIAL -II II DocuSign Envelope ID: 0AE01198-44F6-44E0-989C-81B7ACD7E2E7 4/17/2024 16"TP X X G E E G D D C W W W XX X X X BR O K E N C O N C R E T E BROKEN CONCRETE BR O K E N C O N C R E T E BRO K E N C O N C R E T E BRO K E N C O N C R E T E BR O K E N C O N C R E T E DIR T T R A I L DIR T T R A I L DIR T T R A I L DIR T T R A I L DIR T T R A I L DIR T T R A I L GRAVEL ASPHALT ASPHALT ASPHALT ASP H A L T ASPHALT ASP H A L T ASP H A L T ASP H A L T STORAGE UNIT STORAGE UNIT STORAGE UNIT STORAGE UNIT STORAGE UNIT STORAGE UNIT STO R A G E U N I T 1 STORYBUILDING 1 STORYBUILDING 1 STORYBUILDING 1 STORY BUILDING 1 STORYBUILDING 1 STORYBUILDING SHIPPING CONTAINER EVI D E N C E O F ENC A M P M E N T EVIDENCE OFENCAMPMENT RUBBLE X ED W SH I P P I N G CO N T A I N E R G X X X X X X X X X X X X X X X X X X X X X X X X X X X X X D D S S S X /// G G G G G G G G G G G G G S S S S S S S S S S S S S S S S M FM FM FM M M M S PVT. BEACH WAY PO N T O R O A D N O R T H C O U N T Y T R A N S I T D I S T R I C T R I G H T - O F - W A Y R O S 2 0 8 2 5 PARCEL 1 PM 20899 LOT 1 MAP 11290 APN: 216-010-02 ROS 20809 APN: 216-010-01 PARCEL 1 PM 20899 ROS 23910 PARCEL B PM 415 PARCEL A PM 415 APN: 214-160-06 APN: 214-160-05 APN: 214-160-04 PO N T O D R I V E PONTO DRIVE PARCEL B PM 4383 PARCEL 7 - GRANT DEED REC 2/24/2022 DOC# 2022-00084785, OR PARCEL 6 - GRANT DEED REC 2/24/2022 DOC# 2022-00084785, OR REMOVE EXISTING SEWER MANHOLE (A.H. #3, STA 8+00 PER DWG 253-6) PROPOSED SEWER MANHOLE PER CSD S-1 42.0 0 EXISTING PONTO ROAD (SOUTH PORTION) CL NOT TO SCALE WEST ROW EAST ROW 12.0' - 15.0' TRAVEL LANE 12.0' - 15.0' TRAVEL LANE 57.0' 12.0' 15.0' PARKWAY 12.0' - 15.0' PARKWAY 13.0' EX. 8" PVC WATER MAIN PER DWG NO. 468-3 EX. 8" PVC REC. WATER MAIN PER DWG NO. 468-3 4.0' 1.0%1.0% (STA 10+40 - 12+28) PROP EX EXISTING PONTO DRIVE CL NOT TO SCALE SOUTH ROW NORTH ROW 12.0' - 15.0' TRAVEL LANE 12.0' - 15.0' TRAVEL LANE 24.0' - 28.0' PARKWAY 24.0' - 28.0' PARKWAY 80.0' 2.0%2.0% EX 8" PVC REC. WATER MAIN PER DWG NO 499-2 EX. ABANDONED SEWER FM 8.0' EX. ABANDONED SEWER FM 15.0' EX 8" AC WATER MAIN PER DWG NO 499-2 TO BE REMOVED & RELOCATED 15.0' (STA 10+50 - 12+35) PROPOSED PONTO DRIVE NOT TO SCALE 8.0' PARALLEL PARKING/ LANDSCAPE 11.0' TRAVEL LANE CL 4" AC OVER 8" CLASS II BASE (MIN.) SEE STREET NOTE #1, SHT 1 2.0%2.0% 8.5' PROP VACATION2.0' CLEAR SPACE ESMT 4" PCC SWLK PER SDRSD G-7 PROP. 10" PVC WATER MAIN 7.0' 31.5' 12.5' SWLK PROP NORTH ROW EX NORTH ROW EX 8" PVC REC. WATER MAIN PER DWG NO 499-2 EX. ABANDONED SEWER FM 8.0' 12.5' EX TRAVEL LANE EO P PROP. 18" RCP SD EX. ABANDONED SEWER FM 15.0' EX GROUND 40.0' EX SOUTH ROW 6" CURB & GUTTER PER SDRSD G-02 2.0% 31.5' FULL ST. SECTION (STA 10+00 - 12+18) 1. 0 ' 2:1 M A X . 2:1 MAX. 5.0' MIN. EXISTING PONTO ROAD (NORTH PORTION) EX AC BERM CL 15.0' EX. 8" PVC WATER MAIN PER DWG NO. 468-3 EX. 8" PVC REC. WATER MAIN PER DWG NO. 468-3 NOT TO SCALE 22.0' TRAVEL LANE 22.0' TRAVEL LANE 9.0' PARKWAY 8.0' PARKWAY 61.0' 1.0%1.0% 6.0' EX AC BERM EX AC PAVEMENT WEST ROW EAST ROW (STA 12+28 - 16+00) PROPOSED PONTO ROAD (NORTH) NOT TO SCALE 2.0%2.0% 14.0' TRAVEL LANE 11.0' TRAVEL LANE 8.0' PARALLEL PARKING/ LSCPE 12.5' SWLK 1.5% 1.5' - 3.5' DEDICATION 2.0'6.0' BIKE LANE 4" PCC SWLK PER SDRSD G-7 62.5' EX AC BERM WEST ROW PROP EAST ROW VARIES PARKWAY 2:1 M A X . 2:1 MAX. 2.0' CLR SPACE ESMT 4" AC OVER 8" CLASS II BASE (MIN.) SEE STREET NOTE #1, SHT 1 CL 4.0' 13.0' EX. 8" PVC WATER MAIN PER DWG NO. 468-3 EX. 8" PVC REC. WATER MAIN PER DWG NO. 468-3 EX EAST ROW 6" CURB & GUTTER PER SDRSD G-02 19.0' FULL ST. SECTION (STA 14+27 - 15+90) 12.0' TRAVEL LANE 12.0' TRAVEL LANE VARIES PKWY 10.0' SWLK 24.0' 41.0' 2.0%2.0%2.0% 6" CURB & GUTTER PER SDRSD G-02 PROP. 10" PVC WATER MAIN 4" PCC SWLK PER SDRSD G-07 7.0' 2: 1 M A X . 2: 1 M A X . 4" AC OVER 8" CLASS II BASE (MIN) SEE STREET NOTE #1, SHT 1 EX P L 20.0' CMWD PUBLIC WATER ESMT EX 78" RCP SD PER DWG 337-9 7.0' PROPOSED PRIVATE BEACH WAY NOT TO SCALE 24.0' FULL ST. SECTION 6" MIN 6" AC BERM (STA 12+18 - 13+78) CUT OFF WALL & TREE WELL PER PUBLIC IMPROVEMENT PLANS DWG. NO. 543-6 PROPOSED PONTO ROAD (TRANSITION) NOT TO SCALE 2.0%2.0%2.0% 11.0' TRAVEL LANE 11.0' TRAVEL LANE 8.0' PARALLEL PARKING/ LSCPE 12.5' SWLK 1.5% 6" PCC CURB PER SDRSD G-01 1.5' - 3.5' DEDICATION 2.0% 2.0'6.0' BIKE LANE 4" PCC SWLK PER SDRSD G-7 62.5' 4" TYPE "E" DIKE PER SDRSD G-05 WEST ROW PROP EAST ROW 12.0' PARKWAY 2:1 M A X . 2:1 MAX. 2.0' CLR SPACE ESMT 4" AC OVER 8" CLASS II BASE (MIN.) SEE STREET NOTE #1, SHT 1 3.0' CL 6.0' 14.0' EX. 8" PVC WATER MAIN PER DWG NO. 468-3 EX. 8" PVC REC. WATER MAIN PER DWG NO. 468-3 EX EAST ROW 19.0' FULL ST. SECTION 5.0' FULL ST. SECTION 14.0' 3" GRIND & OVERLAY 6" MIN EXISTING EDGE OF PAVEMENT 1.0' SAWCUT AND TRANSITION 1' PAST EXISTING EDGE OF PAVEMENT (STA 13+27 - 14+27) W W WWWWW W F F F F W W F SD SD SD M 13+00 40.35 FS 40.42 FS 20 . 5 ' 2. 0 % 2. 0 % 41.05 FS 41.09 FS 9. 5 0 ' LINE OF SIGHTLINE OF SIGHT CL ROW EX PROPERTY LINE PROPOSED PROPERTY BOUNDARY PONTO ROAD PR I V A T E D R I V E W A Y ' A ' PER DWG 543-6A 7" THICK PCC CROSS GUTTER (560-C-3250) W/ 6" AGGREGATE BASE 10.0' 2. 0 ' 2 4. 0 ' 40.48 FS 40.41 FS 4.0'6.5' Z= 6 . 5 ' Z = 5 . 5 ' 4. 0 ' 4.0'6.5' 41.15 FS 41.11 FS Z= 5 . 5 ' Z=6 . 5 ' OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE D W W W W W W X X X 4 3 43 RW RW RW RW RW RW RW RW RW G G G G G W W W W W W W W FM F M F M F M W W W W W W W W W W W W W 4.0'4.0' PONTO DRIVE 10 . 0 ' 5. 0 ' 39.82 FS 42.00 FS 0" CURB 4. 0 '40.26 FS40.20 FS 7. 0 ' 6.0'6.5' 40.32 FS40.26 FS 4. 0 '42.56 FS42.49 FS 7. 0 ' 42.62 FS42.55 FS 5.0'15.0' SEE TYPICAL CURB RAMP APPROACH, THIS SHEET 39.76 FS SEE TYPICAL CURB RAMP APPROACH, THIS SHEET 42.07 FS 41.94 FS 0" CURB 41.99 FS39.70 FS 0" CURB 39.76 FS 0" CURB 42 . 0 0 P O N T O R O A D PONTO DRIVE LINE OF SIGHT ROW EX PROPERTY LINE1.5% 40.24 FS 40.30 FS 40.36 FS 40.30 FS 7.0' 4.0' 4. 0 ' Z = 8 ' Z = 5 . 5 ' 39.86 FS 39.81 FS SEE TYPICAL CURB RAMP APPROACH, THIS SHEET PROPOSED PROPERTY BOUNDARY 39.74 FS 0" CURB 39.80 FS 0" CURB MID-BLOCK CROSS GUTTER DETAIL PER G-13 NOT TO SCALE 1.5' - 3.0'1.5' - 3.0' VARIES 3' - 6' 1.5" (FL PER PLAN) 6" (MIN)SOIL SUBGRADE 4" AC OVER 8" CLASS II AB (MIN) OR PER GEOTECH RECOMMENDATIONS 3' OR 6' WIDE, 7" THICK PCC (560-C-3250) RIBBON GUTTER W/ 6" AGGEGATE BASE 1/2" RADIUS (TYP.) 2.0% MAX 8.33% MAX 3.0' TRUNCATED DOMES FL = PER PLAN 4.0' LANDING 6.0' MIN. FS = PER PLAN 5% MAX GUTTER APRON SLOPE AT RAMP OPENING PROPOSED PAVEMENT CONCRETE GUTTERTYPICAL DETAIL: CURB RAMP APPROACH NOT TO SCALE PROPOSED PONTO ROAD (SOUTH) NOT TO SCALE 2.0%2.0%2.0% 11.0' TRAVEL LANE 11.0' TRAVEL LANE 8.0' PARALLEL PARKING/ LSCPE 12.5' SWLK 1.5% 6" PCC CURB PER SDRSD G-01 1.5' - 3.5' DEDICATION 2.0% 2.0'6.0' BIKE LANE 4" PCC SWLK PER SDRSD G-7 62.5' 4" TYPE "E" DIKE PER SDRSD G-05 WEST ROW PROP EAST ROW 12.0' PARKWAY 2:1 M A X . 2:1 MAX. 2.0' CLR SPACE ESMT 4" AC OVER 8" CLASS II BASE (MIN.) SEE STREET NOTE #1, SHT 1 3.0' CL 6.0'14.0' EX. 8" PVC WATER MAIN PER DWG NO. 468-3 EX. 8" PVC REC. WATER MAIN PER DWG NO. 468-3 EX EAST ROW 5.0' FULL ST. SECTION 6" MIN (STA 10+40 - 13+27) REVISION DESCRIPTION CITY APPROVAL INITIALDATE ENGINEER OF WORK INITIALDATE DRAWING NO.PROJECT NO. CHKD BY: DWN BY: APPROVED: DATE INITIAL RVWD BY: "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: P.E.EXP. 1 ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 JASON S. GELDERT DATE OTHER APPROVAL SHEETS 12 PUBLIC IMPROVEMENT PLANS FOR: SHEET SDP 2022-0003 J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\IMPROVEMENT PLANS ROW 2023-0397 ENGINEERING DEPARTMENT 543-6 KEY MAP: SCALE: 1" = 80' KEY MAP LEGEND: SHEET LIMIT SHEET NUMBER PROPERTY BOUNDARY RIGHT-OF-WAY 4 5 6 DETAIL C: CURB RAMPS & CROSS GUTTER 1" = 10' DETAIL B: ADA CURB RAMPS 1" = 10' DETAIL A: CURB RAMP 1" = 10' 3 SECTIONS & DETAILS 2 DATE 03/20/2024 TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024 I I I I I I I-_ I I I I 71 I -I 71 I -I 71 I -I I I I I I I / I I I I ~w~~~ -l I I ·:__ = -f l -_ \_ I I I I I I I \ \ I I I \ \ \ \ I I I I I I >.tJ , .. I .i , ·. • 117 J 11 • [_LJ L _-.J - \ \ ---1 --- ------ \ ( \ \ <J \j ~=h - - -_, . I ,, </ QI " <J <J PLSAENGINEERING.COM _40.13TC -- 39.63FL ,~~, ~ ------ ,;0--.._ LI 40.34.TC 39.841L tv -I ~ 185TC 5FL 7 _. "" I I -----------1 --------,---------1 ofESS/a ~~ G L,i111 "'-" -s'o 1-.; ,__ ,,,_ "' .; No. 80356 'oi Exp. 12/31/24 C/V\\. ' ·" 43.69 TC I 43.19FL -,- I I t==±==t==============t==t===t==~==3CII CITY OF CARLSBAD ID FPC RESIDENTIAL t==!===t~===============t===~==t==f==3 ~==:::;-;::::======j"i==~ -II II DocuSign Envelope ID: 0AE01198-44F6-44E0-989C-81B7ACD7E2E7 4/17/2024 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE G G G G E E E E E D W W W W W W W W W W W W W X X X X X X X X X 40 42 4 0 41 4 3 43 (3 9 . 6 5 ) EG (3 9 . 8 5 ) EG (4 0 . 0 5 ) EG (4 0 . 2 5 ) EG (4 0 . 1 4 ) EG (4 0 . 2 6 ) EG(3 9 . 9 5 ) EG (3 9 . 7 5 ) EG (3 9 . 5 5 ) EG LIMITS OF IMPROVEMENTS LIMITS OF GRADING (4 0 . 3 5 ) EG LIMITS OF GRIND & OVERLAY // / // / /// /// /// R/W R/ W APN: 216-010-02 LOT 1 MAP 11290 PL PL 39 . 3 8 FS 39.5 1 FS 39 . 7 1 FS 39.5 5 FS 39.6 6 FS 39 . 8 1 FS 39.6 1 FS 39 . 4 8 FS 39 . 7 5 FS 39 . 9 1 FS 39.8 1 FS 39.7 4 FS 39 . 9 2 FS 39.9 5 FS 40 . 0 3 FS 39 . 8 6 FS 40.0 0 FS 40 . 1 7 FS 40 . 1 7 FS 40.1 7 FS 40.0 7 FS 39.7 8 FS 40 . 0 5 FS 40.4 1 FS 40.5 4 FS 40.4 2 FS 40 . 3 3 FS 40.1 6 FS 40.4 8 FS 40 . 6 5 FS 40.7 9 FS 40.9 3 FS 40.7 6 FS 40 . 2 8 FS 40 . 5 7 FS 41 . 0 8 FS 41.3 1 FS 41.1 8 FS 41 . 0 6 FS 40 . 9 5 FS 41 . 5 1 FS 41 . 6 8 FS 41.8 6 FS 41.7 6 FS 42.6 7 FS 42 . 4 3 FS 42 . 2 5 FS 43.0 6 FS 43 . 1 7 FS 43.5 0 FS 44 . 4 2 FS 43 . 9 9 FS 43.8 0 FS 40.6 4 FS 41 . 2 0 FS 42 . 7 0 FS 41.84F S 43.6 6 FS 4 0 41 42 43 44 CL 39.6 6 FS 10+44.97; BEGIN AC BERM 41.04 TB 40.54 FS 10+41.47; PCR 41.14 TB 10+58.15; MATCH EX AC (40.28 FS) 16"TP X X X X X X X X X OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE C X XXX 41 40 40 LIMITS OF IMPROVEMENTS RIDGE LINE (40.68) EG (4 0 . 9 7 ) EG (4 0 . 7 5 ) EG (4 0 . 5 5 ) EG (4 0 . 7 7 ) EG 40 . 6 0 FS 40 . 5 3 FS 40 . 4 4 FS LIMITS OF GRADING R/W R / W R/W //////////// /// /// APN: 216-160-27 APN: 216-010-01 PARCEL 7 PER GRANT DEED REC. 2/24/2022 DOC# 2022-00084785, OR APN: 216-010-02 40.6 7 FS 40 . 4 7 FS FS 39 . 5 6 FS 39.4 6 FS 39.3 6 FS 39 . 2 8 FS FS 39 . 7 7 FS 39 . 8 7 FS 39 . 6 7 FS 39 . 5 7 FS 39 . 9 7 FS39.9 3 FS 40 . 0 3 FS40.1 0 FS40.1 3 FS 40 . 4 4 FS 40.2 6 FS 40.6 5 FS 40.5 3 FS 40.4 7 FS 40.38F S 40 . 3 2 FS 40 . 2 3 FS 40.2 0 FS 40 . 1 4 FS 40 . 0 7 FS 39.9 8 FS 39.8 8 FS 39 . 9 4 FS 39.8 4 FS 39.9 7 FS 40 . 0 7 FS 40 . 1 7 FS 40 . 2 7 FS 40.3 7 FS 40.4 7 FS40 . 5 7 FS40 . 6 7 FS 40 . 7 7 FS 40 . 8 7 FS 39 . 7 8 FS39 . 8 8 FS39 . 9 8 FS40 . 0 8 FS 40 . 1 8 FS 40 . 2 8 FS 40 . 3 7 FS 40 . 5 7 FS 40.93F S 40.83F S 40.73FS 40.63FS 40 . 5 3 FS 40.43FS 40 . 3 3 FS 40.23FS 40.13FS 40.03F S FSFSFS 40 40 REVISION DESCRIPTION CITY APPROVAL INITIALDATE ENGINEER OF WORK INITIALDATE DRAWING NO.PROJECT NO. CHKD BY: DWN BY: APPROVED: DATE INITIAL RVWD BY: "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: P.E.EXP. 1 ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 JASON S. GELDERT DATE OTHER APPROVAL SHEETS 12 PUBLIC IMPROVEMENT PLANS FOR: SHEET SDP 2022-0003 J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\IMPROVEMENT PLANS ROW 2023-0397 ENGINEERING DEPARTMENT 543-6 4 DETAILS PONTO DRIVE & BEACH WAY INTERSECTION SCALE: 1" = 10' DATE 03/20/2024 TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024 PONTO ROAD & PONTO DRIVE INTERSECTION SCALE: 1" = 10' PO N T O D R I V E PO N T O D R I V E PONTO ROAD PO N T O D R I V E BE A C H W A Y PONTO DRIVE I I I I I I I II= • "' <1 . . • _A ..... T \ ·, -.... -.... ',, r -----'~,t ..... ::-----++-----"'L- ' ' ' ' -.... -.... '\ l I __ .,, •. \ . ' "' -------"/ \ . \ I I I "" \\ I "" I -I ~ \ \\ I \ \---\ \ / I \ I \ I \ 1\ ) I ( I \ I I I \ I ' \ \ I \\ \ I I \ ' ( .. I I I I --------- .!..-,.__ - ',LI • I \ \ z:-I \ / 7 1 I I -I I I Y1, I I I -I "' I \ \ \I , I I I \ { @T @-_\ I I \ / t: ~ I@ 1\ I I I 1 f'i,;\ I -.... I I -- \ = I \ I : I I / @ I @r • I I I I • I I I I I I I \ { 1/1 I I t I / , ---- } I , I I I I I I I I I I I I • 1 ' FPC RESIDENTIAL 11 II DocuSign Envelope ID: 0AE01198-44F6-44E0-989C-81B7ACD7E2E7 4/17/2024 GRAPHIC SCALE: 1" = 20' 0 20 40 60 NO. PLAN VIEW: PONTO DRIVE & PRIVATE BEACH WAY SCALE 1"=20' NO. 1 NO. 1 2 3 4 5 NO. 1 2 3 6 8 9 10 NO. REVISION DESCRIPTION CITY APPROVAL INITIALDATE ENGINEER OF WORK INITIALDATE DRAWING NO.PROJECT NO. CHKD BY: DWN BY: APPROVED: DATE INITIAL RVWD BY: "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: P.E.EXP. 1 ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 JASON S. GELDERT DATE OTHER APPROVAL SHEETS 12 PUBLIC IMPROVEMENT PLANS FOR: SHEET SDP 2022-0003 J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\IMPROVEMENT PLANS ROW 2023-0397 ENGINEERING DEPARTMENT 543-6 PLAN & PROFILE SCALE: HORZ 1"=20' VERT 1" = 4' PONTO ROAD SEE SHEET 6 PROFILE VIEW: PONTO DRIVE & PRIVATE BEACH WAY 11 22.00'12 2 1 2 3 F O R P U B L I C M A N H O L E S E E S H E E T 2 DATE 03/20/2024 7 4 5 BEARING/DELTA LENGTH RADIUS PUBLIC WATER DATA TABLE N 89°06'59" W 444.91' COMMENTS 10" PVC C900 DR 18 S 00°40'25" W 15.09'10" PVC C900 DR 18 BEARING / DELTA LENGTH RADIUS CENTERLINE DATA TABLE S 89°07'25" E 186.51' COMMENTS PONTO DRIVE (PUBLIC) BEARING / DELTA LENGTH RADIUS CURB DATA TABLE N 89°07'25" W 12.99' COMMENTS G-02 CURB & GUTTER S 46°00'00" W 11.34'G-02 CURB & GUTTER N 89°07'25" W 48.00'G-02 CURB & GUTTER N 44°14'50" W 11.34'G-02 CURB & GUTTER N 89°07'25" W 77.31'G-02 CURB & GUTTER BEARING / DELTA LENGTH RADIUS STORM DRAIN DATA TABLE S 89°07'25" E 83.13' COMMENTS 18" RCP (1350-D) S 89°06'45" E 81.88' S 00°45'01" W 22.42' Δ 92°06'00"40.19' N 78°03'54" W 16.29' S 87°43'25" W 17.27' S 00°40'10" W 14.50' 25.00'G-05 BERM TYPE A G-05 BERM TYPE A G-05 BERM TYPE A 24" RCP (1350-D) 24" RCP (1350-D) BEARING / DELTA LENGTH RADIUS CURB DATA TABLE (CONTINUED) COMMENTS 5 10+00 30 40 50 11+00 12+00 13+00 14+00 30 40 50 20 N 87°43'25" E 110.95' Δ 38°36'36"33.01' G-02 CURB & GUTTER G-02 CURB & GUTTER S 89°07'25" E 242.78'BEACH WAY (PRIVATE) + WATER TIGHT JOINTS + + TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024 S 87°43'25" W 109.43'G-05 BERM TYPE A N 01°34'23" E 7.35'8" PVC C900 DR 18 N 89°06'59" W 19.50'8" PVC C900 DR 18 N 44°07'25" W 10.50'8" PVC C900 DR 18G-05 BERM TYPE F SEE SHEET 9 FOR TOP OF BERM / TOP OF CURB PROFILES NOTES: 1. MIN 1' VERTICAL SEPARATION REQUIRED BETWEEN POTABLE AND RECYCLED WATER MAINS 2. NO JOINTS ON POTABLE WATER WITHIN 8' HORIZONTAL OF ALL RECYCLED WATER AND STORM DRAIN CROSSINGS 13 S 4°17"48" E 3.40'G-05 BERM TYPE A 16"TP X X X X X X X OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE G G G E E E W D C W W X X X X D I R T T R A I L GRAVEL 40.4 41.7 RF=51.7 49.7 42.4 41.841.3 42.2 42.3 37.3 41.41 40.43 40.42 39.90 39.42 39.25 39.42 44.24 45.60 46.37 48.45 39.93 40.06 39.45 38.2 39. 37.8 37.8 37.3 39.89 39.80 42.32 40.47 TW=39.36 TW=38.97 TB=40.29TB=40.81 TB=40.09 TB=40.33 FL=39.79 FL=39.86 IE=36.2 IE=36.6 W W W W W W X X X X X X X X X X X X X X X D X 41 41 40 40 42 4 0 41 41 42 43 44 45 4 6 47 42 43 43 49 48 5 0 5 0 39 40 40 49.0RIM 22.6IE // / /// /////////////// F R W R W R W RW R W RW RW RW RW RW RW RW RW RW RW RW RW W W W W RW RW G G G G G G G G G G W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM F M F M F M FM FM FM FM FM FM FM FM FM FM FM F M F M FM FM FM FM WWWWWWWWWWWWWWW W W W W W W W W W W W W W M FM FM FM FM FM W W W W W W W W W W W W W W W W W M W PONTO DRIVE PRIVATE BEACH WAY 9+90 10+00 11+00 12+00 13+00 14+00 15+00 PL CL ROW ROW PL FOR PRIVATE IMPROVEMENTS SEE DWG NO. 543-6A 11 . 0 ' 19 . 0 ' 24.0' 6. 0 ' 5. 4 ' 6. 0 ' 71 . 4 ' 20 . 0 ' 2 10 10 9 8 7 6 1 2 3 4 5 2. 0 ' 3 1 6 7 8 9 10 12 . 5 ' 10 . 0 ' 12 . 5 ' 27 . 4 ' 24 . 0 ' 10.0' 1 1 2 3 11 12 2 1 2 4. 8 ' 28.2' 4. 0 ' 6. 1 ' 15.0' 2 ST A : 1 3 + 2 8 . 5 8 ~ 5 . 6 9 ' L T (1 ) 2 " T A P C O N N E C T I O N T O 2 " M E T E R AN D B A C K F L O W P E R W - 4 & W - 6 ST A : 1 0 + 2 9 . 3 4 ~ 6 . 0 3 ' L T I N S T A L L 1 0 " X 8 " P O X P O R E D U C E R W / 1- 1 0 " G A T E V A L V E P E R W - 2 1 ST A : 1 4 + 7 1 . 2 8 ~ 5 . 1 8 ' L T 90 ° B E N D W / 1 - 1 0 " R W G V PE R W - 2 1 & T H R U S T B L O C K (2 5 . 2 S F M I N ) P E R W - 1 9 ST A : 1 3 + 3 6 . 8 2 ~ 5 . 6 8 ' L T 10 " X 1 0 " X 8 " R E D U C I N G T E E W/ 1 - 8 " R W G V P E R W V - 2 1 A N D TH R U S T B L O C K ( 1 3 . 1 S F M I N ) P E R W - 1 9 STA: 14+71.28~20.27' LT CONNECT TO EX 8" AC WATER 10" TO 8" PVC PO X PO REDUCING BEND W/ THRUST BLOCK PER W-20 (27.3 SF MIN) CONNECT AT NEAREST JOINT NO SAW CUTTING OF AC PIPEEX 8" AC WATER MAIN TO BE REMOVED STA: 10+26.43~13.37' LT REMOVE EX 8"X8" TEE & APPURTENANCES EX 8" PVC WATER MAIN PER 468-3 TO REMAIN PROTECT IN PLACE REMOVE EX HEADWALL & EX (2) 24" SD EX ABANDONED 24" DIP SEWER FORCE MAIN PER LWWD 80304 TO REMAIN REMOVE PORTIONS OF ABANDONED 24" DIP SEWER FORCE MAIN AS NECESSARY TO INSTALL PROPOSED WATER MAIN EX 78" SD PER DWG 337-9 TO REMAINWARNING!!! EX 12" GAS MAIN PROTECT IN PLACE. SEE SPECIAL SOCAL GAS NOTES SHEET 01 ST A : 1 0 + 4 4 . 0 2 ~ 6 . 3 9 ' R T ST A : 1 1 + 2 9 . 6 5 ~ 5 . 8 2 ' R T ST A : 1 3 + 6 8 . 1 4 ~ 7 . 7 4 ' R T ST A : 1 1 + 2 9 . 5 9 ~ 1 9 . 0 0 ' L T L = 7 . 0 ' 12 2 2 6 66 17 9 10 12 13 13 LIMITS OF GRIND & OVERLAY 14 14 PROPOSED RIGHT-OF-WAY ST A : 1 1 + 5 8 . 6 7 ~ 1 4 . 3 6 ' L T ST A : 1 0 + 8 1 . 2 7 ~ 1 1 . 0 0 ' L T PC R 22 LATERAL P-1 SHEET 7 23 EX 8" AC WATER MAIN TO REMAIN ST A : 1 1 + 4 8 . 2 7 ~ 1 2 . 5 0 ' R T PC R ST A : 1 1 + 9 6 . 4 1 ; P V T B E A C H W A Y = ST A : 1 0 + 0 0 . 0 0 ; P O N T O D R I V E C L ST A : 1 3 + 6 5 . 3 7 ; P V T B E A C H W A Y = ST A : 1 0 + 0 0 . 0 0 ; P V T D W Y C STA: 10+45.01~21.56' RT PCR EX 10" PVC WATER PER DWG 337-9 ST A : 1 3 + 7 8 . 3 7 ~ 9 . 6 6 ' R T EN D A C B E R M ST A : 1 2 + 3 5 . 9 1 ~ 1 3 . 0 2 ' R T PC R STA: 10+58.15~12.63' LT MATCH EX EDGE PVMT STA: 10+59.41~21.56' RT MATCH EX EDGE OF PAVMT STA: 10+41.47~12.52' LT PCR EX U T I L I T Y P O L E TO R E M A I N EX UTILITY POLE TO REMAIN EX UTILITY POLE TO REMAIN ST A : 1 0 + 8 6 . 7 6 ~ 1 6 . 0 0 ' L T 9'X 1 0 ' ( M I N ) ST A : 1 0 + 9 4 . 2 6 ~ 1 1 . 0 0 ' L T ST A : 1 1 + 0 2 . 2 9 ~ 1 9 . 0 0 ' L T ST A : 1 1 + 5 0 . 2 9 ~ 1 9 . 0 0 ' L T ST A : 1 1 + 7 6 . 8 9 ~ 1 1 . 5 0 ' L T BE G I N T R E E W E L L S ST A : 1 1 + 5 8 . 3 3 ~ 1 1 . 0 0 ' L T 1 18 ST A : 1 3 + 3 1 . 4 9 ~ 1 5 . 9 6 ' L T PC R ST A : 1 1 + 8 2 . 8 9 ~ 1 6 . 5 0 ' L T 9'X 1 0 ' ( M I N ) ST A : 1 1 + 9 6 . 0 4 ~ 1 6 . 5 0 ' L T 9'X 1 0 ' ( M I N ) ST A : 1 2 + 1 0 . 1 9 ~ 1 6 . 5 0 ' L T 9'X 1 0 ' ( M I N ) ST A : 1 2 + 1 6 . 1 8 ~ 1 1 . 5 1 ' L T EN D T R E E W E L L S ST A : 1 2 + 4 3 . 6 8 ~ 1 1 . 9 4 ' L T BE G I N T R E E W E L L S ST A : 1 3 + 1 7 . 2 4 ~ 1 6 . 5 8 ' L T EN D T R E E W E L L S ST A : 1 2 + 4 9 . 3 7 ~ 1 6 . 9 3 ' L T 5'X 1 0 ' ( M I N ) ST A : 1 2 + 5 9 . 9 2 ~ 1 7 . 1 9 ' L T 5' X 1 0 ' ( M I N ) ST A : 1 2 + 7 0 . 4 2 ~ 1 7 . 5 5 ' L T 5' X 1 0 ' ( M I N ) ST A : 1 2 + 8 0 . 9 6 ~ 1 7 . 8 9 ' L T 5' X 1 0 ' ( M I N ) ST A : 1 2 + 9 1 . 4 7 ~ 1 8 . 2 4 ' L T 5'X 1 0 ' ( M I N ) ST A : 1 3 + 0 1 . 9 6 ~ 1 8 . 1 3 ' L T 5' X 1 0 ' ( M I N ) ST A : 1 3 + 1 2 . 4 8 ~ 1 8 . 3 8 ' L T 5' X 1 0 ' ( M I N ) REMOVE EXISTING RECYCLED WATER SAMPLING STATION & 2" SERVICE ABANDON CONNECTION AT REC. WATER MAIN ST A : 1 2 + 3 5 . 6 4 ~ 1 1 . 0 0 ' L T REMOVE EX FH ST A : 1 0 + 5 0 . 0 7 ; P V T B E A C H W A Y = ST A : 1 0 + 0 0 . 0 0 ; P O N T O R O A D C L STA: 14+71.28~12.01' LT 2" AVA PER W-11 ST A : 1 3 + 4 5 . 1 4 ~ 7 . 3 6 ' R T ST A : 1 3 + 6 1 . 1 2 ~ 1 0 . 5 5 ' R T REMOVE WATER METER & SERVICE EXISTING RIGHT-OF-WAY ST A : 1 2 + 0 8 . 8 5 ~ 6 . 0 0 ' L T IN S T A L L 1 0 " D I T E E , ( 3 ) 1 0 " G V ' s P E R W - 2 1 & ( 2 ) 2 " M A R ' s P E R W - 1 0 & T H R U S T B L O C K (1 6 . 1 S F M I N ) P E R W - 1 9 EX STUB OUT AND GATE VALVES TO BE REMOVED ST A : 1 4 + 6 6 . 7 8 ~ 5 . 2 0 ' L T STA: 10+26.40~10.53' LT 30 SEWER LIFT STATION PER BUILDING PLAN SDP 2022-0003 ST A : 1 2 + 0 4 . 3 6 ~ 6 . 0 1 ' L T ST A : 1 3 + 2 0 . 3 9 ~ 5 . 7 2 ' L T (1 ) 2 " T A P C O N N E C T I O N T O 2 " M E T E R AN D B A C K F L O W P E R W - 4 & W - 6 17 9 LIMITS OF SAWCUT (TYP.) ST A : 1 2 + 3 6 . 5 8 ~ 0 . 0 0 ' R T SE E S H E E T 2 F O R P I P E CO N N E C T I O N D E T A I L 3 8 823 3 3 3 3 3 3 3 3 3 34 8 31 25 25 25 32 32 RE M O V E E X . 1 0 " P V C AF T E R N E W C O N N E C T I O N PO I N T R E M O V E E X . TE E , G A T E V A L V E & M A R EX 8 " P V C R E C W A T E R M A I N PE R D W G 4 9 9 - 2 T O R E M A I N PR O T E C T I N P L A C E 32 STA: 10+21.84~5.95' LT25 ST A : 1 0 + 0 6 . 8 4 ~ 5 . 8 9 ' L T 8" 4 5 ° H O R Z B E N D W / TH R U S T B L O C K ( 1 2 . 3 S F M I N ) PE R W - 1 9 ST A : 1 0 + 2 6 . 3 4 ~ 6 . 0 3 ' L T I N S T A L L 8 " X 8 " T E E W / 2- 8 " G A T E V A L V E S P E R W - 2 1 & T H R U S T B L O C K ( 1 6 . 1 S F M N ) P E R W - 1 9 STA: 9+99.46~13.27' LT 8" 45° HORZ BEND W/ T. BLOCK(12.3 SF MIN) PER W-19. CONNECT TO EX. 8" PVC WATER MAIN EX UTILITY POLE TO REMAIN ST A : 1 2 + 0 9 . 2 4 ~ 1 . 5 2 ' L T 25 3 4 5 NOTE: CONTRACTOR TO POTHOLE PRIOR TO CONSTRUCTION AND DETERMINE LOCATION AND DEPTH OF EXISTING AND ABANDONED UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY IMMEDIATELY. CONTRACTOR TO CONFIRM IF EXISTING RECYCLED WATER MAIN IS CONNECTED AT INTERSECTION OF PONTO ROAD AND PONTO DRIVE. ST A : 1 0 + 0 0 . 0 0 MA T C H E X I S T I N G SEE DETAIL A SHEET 3 SEE DETAIL B SHEET 3 PRIVATE STORM DRAIN PER DWG NO. 543-6A INSTALL STEEL CASING AROUND PIPE PER DETAIL SHEET 2 PROPOSED LIMITS OF RETAINING WALL FOOTING PVT. DWY 'C' 2 SIGHT LINE EX 8" PVC REC WATER MAIN PER 468-3 TO REMAIN PROTECT IN PLACE STA: 10+26.43~25.06' LT CONNECT TO EX 8" PVC WATER SE E L E T T E R O F P E R M I S S I O N DA T E D 1 0 / 1 2 / 2 2 F O R O F F S I T E IM P R O V E M E N T S 13 STA: 10+44.97~12.53' LT BEGIN BERM EASEMENT NOTES: INDICATES AN EASEMENT FOR PUBLIC STREET AND UTILITY PURPOSES FOR PORTIONS OF PONTO ROAD TO THE PUBLIC, DEDICATED PER PM_____ INDICATES AN EASEMENT FOR WATER PURPOSES TO CARLSBAD MUNICIPAL WATER DISTRICT, DEDICATED PER PM____ INDICATES AN EASEMENT FOR CLEAR SPACE PURPOSES TO THE CITY OF CARLSBAD DEDICATED PER PM____ 1 2 3 4' C O T Y P E - ' B ' RI M = 4 0 . 3 4 ST A 1 0 + 4 4 . 0 2 4' C O T Y P E - ' B ' RI M = 3 9 . 5 2 ST A 1 1 + 2 9 . 6 5 L=81.88' ~ 24" RCP, S=1.01% EX M H P E R D W G 3 3 7 - 9 RI M = 4 8 . 8 3 ST A 1 4 + 9 7 . 4 8 CO T Y P E - ' B ' RI M = 4 5 . 7 1 ST A 1 3 + 6 8 . 1 4 EX M H P E R D W G 3 3 7 - 9 AD J U S T T O G R A D E RI M = 4 1 . 7 4 ST A 1 2 + 1 8 . 7 7 L=149.41' ~ 78" RCP, S=0.17% L=129.34' ~ 78" RCP, S=0.17% 78 " I E ( I N ) : 2 2 . 3 8 24 " I E ( I N ) : 2 8 . 3 0 78 " I E ( O U T ) : ( 2 2 . 1 3 ) 78 " I E ( I N ) : 2 1 . 8 8 24 " I E ( I N ) : 2 5 . 2 5 78 " I E ( O U T ) : 2 1 . 3 0 18 " I E ( I N ) : 2 9 . 6 3 18 " I E ( O U T ) : 2 9 . 3 0 78 " I E ( O U T ) : ( 2 2 . 6 0 ) 78 " I E ( O U T ) : ( 2 4 . 7 0 ) Q100 = 2.40 CFS V 100 =7.56 FPS Q100 = 20.29 CFS V 100 = 8.03 FPS EX 12" GAS MAIN L=83.13' ~ 18" R C P , S = 2 . 8 8 % 18 " I E ( I N ) : 2 6 . 9 1 24 " I E ( I N ) : 2 6 . 4 1 24 " I E ( O U T ) : 2 6 . 0 8 7.5% 1.4% 3.0% 1.0% 1.0%1.0% PVI STA:12+50.05 PVI ELEV:44.06 K:3.29 LVC:20.00 BV C S : 1 2 + 4 0 . 0 5 BV C E : 4 3 . 3 2 EV C S : 1 2 + 6 0 . 0 5 EV C E : 4 4 . 2 0 PVI STA:12+08.97 PVI ELEV:40.99 K:4.50 LVC:20.00 BV C S : 1 1 + 9 8 . 9 7 BV C E : 4 0 . 6 9 EV C S : 1 2 + 1 8 . 9 7 EV C E : 4 1 . 7 4 PVI STA:11+72.93 PVI ELEV:40.08 K:27.72 LVC:20.00 BV C S : 1 1 + 6 2 . 9 3 BV C E : 3 9 . 9 8 EV C S : 1 1 + 8 2 . 9 3 EV C E : 4 0 . 2 5 EXISTING GROUND AT PONTO DRIVE CENTERLINE PR O P E R T Y L I N E PRIVATE BEACH WAYPONTO DRIVE (PUBLIC) TOP OF PROPOSED 10" C900 PVC PUBLIC WATER MAIN TOP OF EX 8" C900 PVC RECYCLED WATER MAIN PER DWG 499-2 3. 0 ' MI N FINISHED GRADE AT CENTERLINE ST A : 1 0 + 2 6 . 3 4 8" X 8 " T E E W / 2 - 8 " G V P E R W - 2 1 & T H R U S T B L O C K ( 1 6 . 1 S F M I N ) P E R W - 1 9 TP : 3 7 . 5 7 ST A : 1 0 + 2 0 . 8 4 8" 1 1 . 2 5 ° B E N D W / R E S T R A I N E D J O I N T S L= 1 0 ' E A C H S I D E O F B E N D TP : 3 7 . 5 7 ST A : 1 0 + 4 6 . 7 3 ~ - 0 . 1 8 ' L T EX 8 " R E C W A T E R W / 4 5 ° B E N D TP : 3 5 . 5 6 TP = 3 7 . 5 9 10 " P V C W T R TP = 3 9 . 9 7 10 " P V C W T R TP = 4 2 . 4 0 10 " P V C W T R ST A : 1 4 + 7 1 . 2 8 10 " P V C W T R TP : 4 4 . 6 7 28.30 IE PROP PRIVATE SD CONNECTION SEE DWG. 543-6A EXISTING EXISTING1 2 EXISTING GROUND AT PRIVATE BEACH WAY CL EXISTING ABANDONED PREVIOUSLY DRAINED 24" DIP SEWER FORCE MAIN PORTION TO BE REMOVED. SEE SEWER NOTES SHEET 2. HGL HGL Q100 = 272.16 CFS V 100 = 9.00 FPS HGL WATER TIGHT JOINTS REQUIRED TP = 4 0 . 6 6 2" W T R S E R V I C E CO N N E C T I O N ST A : 1 3 + 2 8 . 5 8 ST A : 1 0 + 2 1 . 8 4 2" M A R P E R W - 1 0 TP : 3 7 . 5 7 ST A : 1 4 + 6 6 . 7 8 2" M A R P E R W - 1 0 TP : 4 4 . 5 3 FINISH GROUND AT PONTO DRIVE CENTERLINE ST A : 1 2 + 0 4 . 3 6 2" M A R P E R W - 1 0 TP : 3 7 . 6 7 TP = 4 0 . 4 6 2" W T R S E R V I C E CO N N E C T I O N ST A : 1 3 + 2 0 . 3 9 TP = 4 0 . 8 6 8" F I R E S E R V I C E CO N N E C T I O N ST A : 1 3 + 3 6 . 8 2 ST A : 1 0 + 0 6 . 8 4 8" 4 5 ° H O R Z B E N D W / TH R U S T B L O C K ( 1 2 . 3 S F M I N ) P E R W - 1 9 TP : 3 4 . 7 3 ST A : 1 0 + 2 9 . 3 4 10 " X 8 " P O X P O R E D U C E R W/ 1 - 1 0 " G V P E R W - 2 1 TP : 3 7 . 5 7 ST A : 1 3 + 7 8 . 3 7 45 . 8 3 F S EN D S U R F A C E IM P R O V E M E N T S ST A 1 2 + 3 6 . 5 8 (4 0 . 9 4 F S ) 10 + 0 0 . 0 0 39 . 9 4 F S 11 + 0 0 . 0 0 39 . 8 5 F S 11 + 5 0 . 0 0 44 . 7 6 F S 13 + 0 0 . 0 0 45 . 4 6 F S 13 + 5 0 . 0 0 MA T C H E X I S T I N G 18 " I E ( I N ) : 2 9 . 6 3 18 " I E ( O U T ) : 2 9 . 3 0 TYPE 'F' MOUNTABLE DIKE STA: 12+08.85 10"X10" TEE W/ 3-10" GV PER W-21 & THRUST BLOCK (16.1 SF MIN) PER W-19 TP: 37.77 STA: 10+06.84 8" 11.25° BEND W/ RESTRAINED JOINTS L= 2' EACH SIDE OF BEND TP: 34.73 TOP OF EX 8" WATER MAIN ST A : 1 0 + 5 0 . 0 7 40 . 4 4 F S ST A : 9 + 9 9 . 4 6 8" 4 5 ° H O R Z B E N D W / TH R U S T B L O C K ( 1 2 . 3 S F M I N ) P E R W - 1 9 TP : 3 4 . 7 3 4' C O T Y P E - ' B ' RI M = 4 0 . 3 4 ST A 1 0 + 4 4 . 0 2 2.5% PUBLIC IMPROVEMENT CONSTRUCTION NOTES: CONSTRUCT 6" CURB & GUTTER PER SDRSD G-02 CONSTRUCT CURB RAMP TYPE 'A' PER PER SDRSD G-27, SEE DETAILS SHEET 3 CONSTRUCT TREE WELL W/O GRATE PER DETAIL ON SHEET 2 INSTALL CURB INLET TYPE 'B' PER SDRSD D-02, LENGTH PER PLAN INSTALL SD CLEAN OUT TYPE 'A4' PER SDRSD D-09 CONSTRUCT 4" PCC SIDEWALK PER SDRSD G-07 CONSTRUCT 6" PCC BUS STOP INSTALL SD CLEANOUT TYPE 'B' PER SDRSD D-10 INSTALL 2" REDUCED PRESSURE BACKFLOW PER CITY OF CARLSBAD W-06 INSTALL 8" FIRE BACKFLOW PREVENTER ASSEMBLY PER CITY OF CARLSBAD W-9 CONSTRUCT MOW CURB INSTALL 10" PVC WATER MAIN PER CITY OF CARLSBAD W-02 CONSTRUCT 6" AC BERM TYPE 'A' PER SDRSD G-05 6" AC BERM TYPE 'A' TO TYPE 'F' MOUNTABLE DIKE TRANSITION INSTALL 1.5" BACKFLOW PREVENTER PER W-06 INSTALL 2" REC. WATER SERVICE W/ 1.5" REC. WATER METER PER W-04 INSTALL 2" PUBLIC WATER METER PER CITY OF CARLSBAD W-04; INSTALL SLEEVE AROUND SERVICE BETWEEN METER & BACKFLOW WHEN SEPARATION EXCEEDS 2' CONSTRUCT CROSS GUTTER PER DETAIL SHEET 3 CONSTRUCT 6" PCC CURB PER SDRSD G-01 INSTALL FIRE HYDRANT ASSEMBLY W/ 8" X 6" TEE PER CITY OF CARLSBAD W-17 & W-18 INSTALL 2" PUBLIC WATER METER PER CITY OF CARLSBAD W-04 CONSTRUCT 6" TYPE 'F' MOUNTABLE DIKE PER SDRSD G-05 INSTALL PUBLIC STANDARD STREET LIGHT PER SDRSD E-01 AND GS-21 INSTALL 2" BO VALVE ASSEMBLY PER W-10 INSTALL 2" MAR ASSEMBLY PER W-10 INSTALL BENCH PER TOLAR MANUFACTURING (MODEL SFBEN-08). BENCH SHALL BE BROWN COLOR, BACKLESS, MINIMUM 6' LENGTH, AND INCLUDE ANTI-VAGRANT BARS. BENCH SHALL BE ANCHORED INTO CONCRETE PAD PER ANCHOR BOLT DETAIL HEREON. INSTALL 32-GAL TRASH RECEPTACLE PER TOLAR MANUFACTURING (MODEL SFTR-07). TRASH RECEPTACLE SHALL BE BROWN IN COLOR. TRASH SHALL BE ANCHORED INTO CONCRETE PAD PER ANCHOR BOLT DETAIL HEREON. CONSTRUCT 4" AC DIKE TYPE-'E' PER SDRSD G-05 CONSTRUCT TREE WELL W/GRATE PER DETAIL ON SHEET 2 CONSTRUCT MASONRY RETAINING WALL PER GRADING PLAN DWG NO. 543-6A INSTALL 2" AVA ASSEMBLY PER W-11 CONSTRUCT STREET CL MONUMENT PER M-10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 FD 6X6 CONC MON PER PM 20899, ROS 20825, ROS20809, ROS 12926, PM 4383. FD 1/2" REBAR & BROKEN, ILLEGIBLE CAP, PER PM 20899, ROS 20825. FD M10, LS 6336, PER ROS 23910, PM 20899. FD 1" IRON PIPE & DISK, LS 6336 PER ROS 23910, PM 20899. FD PK NAIL PER ROS 23910, PM 415. 6 7 8 9 10 MONUMENT NOTES: EASEMENTS OF RECORD: SOUTHERN COUNTIES GAS COMPANY OF CALIFORNIA, EASEMENT FOR PUBLIC UTILITIES, RECORDED SEPTEMBER 21, 1946, BOOK 2239, PAGE 239, OFFICIAL RECORDS. 1 SOUTHERN CALIFORNIA TELEPHONE COMPANY, EASEMENT FOR PUBLIC UTILITIES, RECORDED FEBRUARY 26, 1942, BOOK 1318, PAGE 159, OFFICIAL RECORDS QUITCLAIMED PER DOC. NO. 2024-0010060 RECORDED: JANUARY 12, 2024. 2 DocuSign Envelope ID: 0AE01198-44F6-44E0-989C-81B7ACD7E2E7 4/17/2024 PLAN VIEW: PONTO ROAD SCALE 1"=20' PONTO DRIVE SEE SHEET 5 NO. 1 2 BEARING / DELTA LENGTH RADIUS CENTERLINE DATA TABLE (PUBLIC ROAD) N 14°34'51" W 222.33' COMMENTS PONTO ROAD 36.89'Δ 10°34'12"PONTO ROAD200.00' GRAPHIC SCALE: 1" = 20' 0 20 40 60 NO.BEARING / DELTA LENGTH RADIUS CURB DATA TABLE Δ 74°32'24"39.03' COMMENTS G-02 CURB & GUTTER1 N 14°34'51" W 40.01'G-02 CURB & GUTTER2 N 30°25'09" E 11.31'G-02 CURB & GUTTER3 N 14°34'51" W 8.94'G-02 CURB & GUTTER4 N 59°34'51" W 11.31'G-02 CURB & GUTTER 5 30.00' N 14°34'51" W 56.65'G-02 CURB & GUTTER 6 11.31'G-01 CURB 7 22.47' 8 25.55' 9 10 G-01 CURB G-01 CURB181.00' N 30°25'09" E N 14°34'51" W Δ 08°05'24" N 14°34'51" W 39.06'G-02 CURB & GUTTER SCALE: HORZ 1"=20' VERT 1" = 4' NO. 1 2 3 4 BEARING / DELTA LENGTH RADIUS STORM DRAIN DATA TABLE N 00°52'35" E 31.47' COMMENTS 18" RCP (1350-D) Δ 15°27'36"28.33' N 14°34'51" W 31.12' S 75°25'09" W 16.50' S 89°17'32" E 7.03'12 13 N 14°34'51" W 104.58'14 N 14°34'51" W 42.01'15 N 14°34'51" W 17.46'16 4" DIKE TYPE E PER G-05 17 Δ 105°17'24"27.56'14.00' Δ 10°34'12"40.58'220.00' 4" DIKE TYPE E PER G-05 4" DIKE TYPE E PER G-05 4" DIKE TYPE E PER G-05 4" DIKE TYPE E PER G-05 4" DIKE TYPE E PER G-05 105.00'18" RCP (1350-D) 18" RCP (1350-D) 18" RCP (1350-D) REVISION DESCRIPTION CITY APPROVAL INITIALDATE ENGINEER OF WORK INITIALDATE DRAWING NO.PROJECT NO. CHKD BY: DWN BY: APPROVED: DATE INITIAL RVWD BY: "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: P.E.EXP. 1 ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 JASON S. GELDERT DATE OTHER APPROVAL SHEETS 12 PUBLIC IMPROVEMENT PLANS FOR: SHEET SDP 2022-0003 J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\IMPROVEMENT PLANS ROW 2023-0397 ENGINEERING DEPARTMENT 543-6 10+00 30 TC 11+00 12+00 40 TC PROFILE VIEW: PONTO ROAD MA T C H L I N E : P O N T O D R I V E SE E S H E E T 5 30 TC 40 TC 6 PLAN & PROFILE N 14°34'51" W 13.54'19 20 N 14°34'51" W 30.45' 0" CURB 0" CURB SCALE: HORZ 1"=20' VERT 1" = 4' PROFILE VIEW: LATERAL P-2 10+00 30 40 30 40 MA T C H L I N E S T A : 1 2 + 5 0 SE E S H E E T 7 DATE 03/20/2024 TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024 40 ℄40 ℄ SEE SHEET 9 FOR TOP OF BERM PROFILES FOR WEST SIDE OF PONTO ROAD. MA T C H L I N E S T A 1 2 + 5 0 P O N T O D R I V E SE E S H E E T 7 45 ℄45 ℄ 16 " T P X X X X X X X X X X X X OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE W C 1 S T O R Y BU I L D I N G 1 S T O R Y BU I L D I N G 39 . 8 39 . 4 39 . 9 41 . 7 RF = 5 2 . 1 RF = 5 1 . 7 41 . 8 41 . 3 42 . 2 37 . 3 41 . 4 1 40 . 4 3 40 . 4 2 39 . 9 0 39 . 4 2 39 . 5 6 39 . 4 1 39 . 1 7 38 . 9 6 38 . 6 9 38 . 6 0 39 . 9 3 40 . 0 6 39 . 4 5 38 . 2 39. 37 . 8 37 . 8 37 . 3 38 . 2 39 . 4 38 . 6 39 . 2 5 39 . 1 4 38 . 8 6 39 . 8 9 39 . 8 0 TW = 3 9 . 3 6 TW = 3 8 . 9 7 TB = 4 0 . 2 9 TB = 4 0 . 8 1 TB = 4 0 . 0 9 TB = 4 0 . 3 3 FL = 3 9 . 7 9 FL = 3 9 . 8 6 IE = 3 6 . 2 IE = 3 6 . 6 41 40 39 39 40 40 40 /// /// /// /// RWRWRWRWRWRWRWRWRWRWRWRW RW RW RW RW RW WWWWWWWWWWWWWW W RW W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM W W W W W W RW M W WW PONTO ROAD EX 8" PVC WATER MAIN PER 468-3 TO REMAIN PROTECT IN PLACE EX 8 " P V C R E C W A T E R M A I N PE R 4 6 8 - 3 T O R E M A I N PR O T E C T I N P L A C E 1 10 10 9 8 7 12 ST A : 1 0 + 8 8 . 1 5 ~ 5 . 0 0 ' R T ST A : 1 0 + 8 8 . 1 5 ~ 1 9 . 0 0 ' R T L = 4 . 0 ' ROW RO W RO W CL CL 16 18 6 6 19 ST A : 1 0 + 3 3 . 6 7 ~ 1 2 . 7 9 ' R T ST A : 1 1 + 3 1 . 4 0 ~ 3 . 9 1 ' L T 2" T A P P E R W - 4 ST A : 1 1 + 8 9 . 7 6 ~ 1 9 . 5 5 ' L T EX D R I V E W A Y TO R E M A I N 30 . 0 ' 24.0' 11 . 0 ' 19 . 0 ' 9. 7 ' 4. 1 ' 13 . 1 ' 2 ST A : 1 0 + 3 8 . 7 1 ~ 2 0 . 0 0 ' L T PC R PO N T O D R I V E 8. 0 ' ST A : 1 0 + 0 0 . 0 0 ~ 1 4 . 1 6 ' L T ST A : 1 0 + 3 1 . 2 0 ~ 1 1 . 0 0 ' R T PC R 1 2 PROPOSED PL 3. 5 ' 2. 0 ' 1 3 AP N 21 6 - 0 1 0 - 0 2 AP N 21 6 - 0 1 0 - 0 1 ROS 23910 PARCEL B PM 415 28 28 28 ST A : 1 0 + 5 3 . 6 0 ~ 1 6 . 7 5 ' R T 10 ' X 2 6 ' ( M I N ) ST A : 1 0 + 7 1 . 2 1 ~ 1 1 . 0 0 ' R T ST A : 1 0 + 7 9 . 2 1 ~ 1 9 . 0 0 ' R T ST A : 1 1 + 2 7 . 2 1 ~ 1 9 . 0 0 ' R T ST A : 1 1 + 3 5 . 2 1 ~ 1 1 . 0 0 ' R T ST A : 1 1 + 4 8 . 4 1 ~ 1 6 . 7 5 ' R T 10 ' X 2 6 ' ( M I N ) ST A : 1 1 + 7 8 . 6 5 ~ 1 6 . 7 5 ' R T 10 ' X 2 6 ' ( M I N ) ST A : 1 1 + 9 1 . 8 6 ~ 1 1 . 0 0 ' R T ST A : 1 1 + 9 9 . 8 6 ~ 1 9 . 0 0 ' R T ST A : 1 2 + 2 2 . 3 3 ~ 1 9 . 0 0 ' R T PC R ST A : 1 2 + 5 0 . 5 6 ~ 1 9 . 0 0 ' R T PC R EX I S T I N G S I G N T O BE R E M O V E D EX. ABANDONED 24" DIP SEWER FM ST A : 1 2 + 2 2 . 3 3 ~ 2 0 . 0 0 ' L T BC R 9+90 10+00 11+00 12+00 STA: 10+50.07; PONTO DRIVE = STA: 10+00.00; PONTO ROAD CL 1 2 3 4 ROW 9+ 9 0 10 + 0 0 11 + 0 0 56 . 5 ' 60 . 0 ' ST A : 1 1 + 1 5 . 8 8 ~ 2 0 . 0 0 ' L T 3' B E R M T R A N S I T I O N 4 " T O 0 " ST A : 1 1 + 3 5 . 4 2 ~ 2 0 . 0 0 ' L T 3' B E R M T R A N S I T I O N 4 " T O 0 " ST A : 1 1 + 7 1 . 4 8 ~ 1 9 . 9 9 ' L T 3' B E R M T R A N S I T I O N 4 " T O 0 " ST A : 1 2 + 0 7 . 8 8 ~ 2 0 . 0 0 ' L T 3' B E R M T R A N S I T I O N 4 " T O 0 " 15 ST A : 1 0 + 1 9 . 1 9 ~ 1 9 . 2 2 ' L T RE M O V E E X . 8 " T E E , VA L V E S & A P P U R T E N A N C E S ST A : 1 0 + 1 6 . 4 5 ~ 2 0 . 0 1 ' L T EXISTING GRAVEL DWY TO REMAIN ST A : 1 0 + 2 6 . 8 5 ~ 1 . 9 3 ' R T BC ST A : 1 0 + 5 5 . 0 3 ~ 5 . 7 5 ' R T EC STA: 9+95.46~7.53' LT PARCEL A PM 415 STA: 10+12.13~-21.26' LT 8"x8" TEE W/ 2-8" GV PER W-21 & THRUST BLOCK (16.1 SF MIN.) PER W-19 ST A : 1 0 + 0 7 . 0 1 ~ 1 4 . 2 5 ' L T PC R RO W LATERAL P-2 THIS SHEET 1 2 3 4 5 6 7 8 9 10 12 1 3 14 15 16 171920 5 43 3 3 25 23 16 8 32 EXISTING POWER POLE TO REMAIN EXISTING OVER HEAD ELECTRIC TO REMAIN EX. ABANDONED 24" DIP SEWER FM SIGHT LINE EXISTING PL ST A : 1 0 + 3 0 . 4 5 ~ 1 6 . 1 0 ' L T CO N N E C T T O E X . 8 " W A T E R M A I N FD M10, LS 6336, PER ROS 23910, PM 20899. FD 1" IRON PIPE & DISK, LS 6336 PER ROS 23910, PM 20899. FD PK NAIL PER ROS 23910, PM 415. 8 9 10 EASEMENT NOTES: INDICATES AN EASEMENT FOR PUBLIC STREET AND UTILITY PURPOSES FOR PORTIONS OF PONTO ROAD TO THE PUBLIC, DEDICATED PER PM_____ INDICATES AN EASEMENT FOR WATER PURPOSES TO CARLSBAD MUNICIPAL WATER DISTRICT, DEDICATED PER PM____ INDICATES AN EASEMENT FOR CLEAR SPACE PURPOSES TO THE CITY OF CARLSBAD DEDICATED PER PM____ 1 2 3 MONUMENT NOTES: EXISTING STREET CENTERLINE MONUMENT PER ROS 23910, PM 20899. PROTECT IN PLACE. 12 4' C O T Y P E - ' A ' RI M = 3 8 . 2 4 ST A 1 0 + 8 8 . 1 5 18 " I E ( I N ) : 3 3 . 4 2 18 " I E ( O U T ) : 3 3 . 0 9 18 " I E ( I N ) : 2 9 . 6 3 18 " I E ( O U T ) : 2 9 . 3 0 ST A : 1 1 + 9 9 . 8 6 39 . 4 7 T C ST A : 1 1 + 3 5 . 2 1 38 . 6 5 T C ST A : 1 0 + 7 1 . 2 1 38 . 6 8 T C ST A : 1 0 + 3 1 . 2 0 ; E C R 39 . 8 4 T C TOP OF EX 8" PVC WATER PER DWG 468-3TOP OF EX 8" PVC REC WATER PER DWG 468-3 TOP OF 6" PCC CURB EAST OF PONTO ROAD CL GUTTER FLOWLINE EAST PONTO ROAD Q 100 =2.40 CFS V 100 =7.85 FPS L=90.22' ~ 18" R C P , S = 3 . 8 4 % 1 2 3 ST A : 1 0 + 1 9 . 1 9 RE M O V E E X . 8 " X 8 " T E E & A P P U R T E N A N C E S TP : 3 4 . 9 2 BC , I E = 3 0 . 7 7 ST A : 1 0 + 2 6 . 8 5 EC , I E = 3 1 . 8 8 ST A : 1 0 + 5 5 . 0 3 2" R E C W A T E R C O N N E C T I O N ST A : 1 1 + 3 1 . 4 0 TP : 3 5 . 0 1 ST A : 1 1 + 9 1 . 8 6 39 . 2 2 T C 4' C O T Y P E - ' B ' RI M = 4 0 . 3 4 ST A 9 + 9 5 . 4 6 HGL ST A : 1 1 + 2 7 . 2 1 38 . 4 4 T C ST A : 1 0 + 1 6 . 4 5 2" M A R A S S E M B L Y P E R W - 1 0 TP : 3 7 . 5 7 ST A : 1 0 + 1 2 . 1 3 8" X 8 " T E E W / 2 - 8 " G V P E R W - 2 1 & T H R U S T B L O C K ( 1 6 . 1 S F M I N ) P E R W - 1 9 TP : 3 7 . 5 7 2.9% 1.0%2.2%1.0% 39.34 FL 38.18 FL 38 . 1 5 F L 37 . 9 4 F L 38 . 7 8 F L 38 . 7 2 F L 2 3 4 5 6 7 8 9 10ST A : 1 0 + 7 9 . 2 1 38 . 4 5 T C 37.95 FL 37.55 FL ST A : 1 0 + 1 7 . 4 5 8" 1 1 . 2 5 ° B E N D W / R E S T R A I N E D J O I N T S L= 1 0 ' E A C H S I D E O F B E N D TP : 3 7 . 5 7 ST A : 1 0 + 3 0 . 4 5 8" 1 1 . 2 5 ° B E N D W / R E S T R A I N E D J O I N T S L= 2 ' E A C H S I D E O F B E N D CO N N E C T T O E X . 8 " W A T E R M A I N TP : 3 4 . 9 9 1.0% ST A : 1 0 + 8 5 . 6 5 38 . 1 6 T C @ C . I . ST A : 1 0 + 9 0 . 6 6 38 . 0 5 T C @ C . I . 5.00' 2.0%4.5%1.8% 2.9% ST A : 1 0 + 5 3 . 2 9 39 . 2 0 T C ; B V C ST A : 1 1 + 2 3 . 2 9 38 . 3 9 T C ; E V C 38.70 FL PUBLIC IMPROVEMENT CONSTRUCTION NOTES: CONSTRUCT 6" CURB & GUTTER PER SDRSD G-02 CONSTRUCT CURB RAMP TYPE 'A' PER PER SDRSD G-27, SEE DETAILS SHEET 3 CONSTRUCT TREE WELL W/O GRATE PER DETAIL ON SHEET 2 INSTALL CURB INLET TYPE 'B' PER SDRSD D-02, LENGTH PER PLAN INSTALL SD CLEAN OUT TYPE 'A4' PER SDRSD D-09 CONSTRUCT 4" PCC SIDEWALK PER SDRSD G-07 CONSTRUCT 6" PCC BUS STOP INSTALL SD CLEANOUT TYPE 'B' PER SDRSD D-10 INSTALL 2" REDUCED PRESSURE BACKFLOW PER CITY OF CARLSBAD W-06 INSTALL 8" FIRE BACKFLOW PREVENTER ASSEMBLY PER CITY OF CARLSBAD W-9 CONSTRUCT MOW CURB INSTALL 10" PVC WATER MAIN PER CITY OF CARLSBAD W-02 CONSTRUCT 6" AC BERM TYPE 'A' PER SDRSD G-05 6" AC BERM TYPE 'A' TO TYPE 'F' MOUNTABLE DIKE TRANSITION INSTALL 1.5" BACKFLOW PREVENTER PER W-06 INSTALL 2" REC. WATER SERVICE W/ 1.5" REC. WATER METER PER W-04 INSTALL 2" PUBLIC WATER METER PER CITY OF CARLSBAD W-04; INSTALL SLEEVE AROUND SERVICE BETWEEN METER & BACKFLOW WHEN SEPARATION EXCEEDS 2' CONSTRUCT CROSS GUTTER PER DETAIL SHEET 3 CONSTRUCT 6" PCC CURB PER SDRSD G-01 INSTALL FIRE HYDRANT ASSEMBLY W/ 8" X 6" TEE PER CITY OF CARLSBAD W-17 & W-18 INSTALL 2" PUBLIC WATER METER PER CITY OF CARLSBAD W-04 CONSTRUCT 6" TYPE 'F' MOUNTABLE DIKE PER SDRSD G-05 INSTALL PUBLIC STANDARD STREET LIGHT PER SDRSD E-01 AND GS-21 INSTALL 2" BO VALVE ASSEMBLY PER W-10 INSTALL 2" MAR ASSEMBLY PER W-10 INSTALL BENCH PER TOLAR MANUFACTURING (MODEL SFBEN-08). BENCH SHALL BE BROWN COLOR, BACKLESS, MINIMUM 6' LENGTH, AND INCLUDE ANTI-VAGRANT BARS. BENCH SHALL BE ANCHORED INTO CONCRETE PAD PER ANCHOR BOLT DETAIL HEREON. INSTALL 32-GAL TRASH RECEPTACLE PER TOLAR MANUFACTURING (MODEL SFTR-07). TRASH RECEPTACLE SHALL BE BROWN IN COLOR. TRASH SHALL BE ANCHORED INTO CONCRETE PAD PER ANCHOR BOLT DETAIL HEREON. CONSTRUCT 4" AC DIKE TYPE-'E' PER SDRSD G-05 CONSTRUCT TREE WELL W/GRATE PER DETAIL ON SHEET 2 CONSTRUCT MASONRY RETAINING WALL PER GRADING PLAN DWG NO. 543-6A INSTALL 2" AVA ASSEMBLY PER W-11 CONSTRUCT STREET CL MONUMENT PER M-10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 4' C O T Y P E - ' A ' RI M = 3 8 . 2 4 ST A 1 0 + 8 8 . 1 5 18 " I E ( I N ) : 3 3 . 4 2 18 " I E ( O U T ) : 3 3 . 0 9 L=16.50' 18" RCP S=3.52% CI T Y P E ' B ' L = 4 ' TC = 3 8 . 0 5 ST A 1 0 + 8 8 . 1 5 18 " I E ( O U T ) : 3 4 . 0 0 4 Q100=2.40 CFS V 100 =7.00 FPS HGL FINISH GRADE AT CENTERLINE OF PIPE EX GROUND AT CENTERLINE OF PIPE EX GROUND AT PONTO ROAD CENTERLINE ST A : 1 1 + 9 9 . 8 6 39 . 1 0 F S ST A : 1 1 + 9 1 . 8 6 39 . 0 4 F S ST A : 1 1 + 3 5 . 2 1 38 . 4 7 F S ST A : 1 1 + 2 7 . 2 1 38 . 3 9 F S ST A : 1 0 + 7 9 . 2 1 38 . 4 3 F S ST A : 1 0 + 7 1 . 2 1 38 . 5 9 F S ST A : 1 0 + 3 1 . 2 0 39 . 6 6 F S 2.5% 0.8%2.9% 1.0% PVI STA:10+88.29 PVI ELEV:38.00 K:17.90 LVC:70.00 BV C S : 1 0 + 5 3 . 2 9 BV C E : 3 9 . 0 2 EV C S : 1 1 + 2 3 . 2 9 EV C E : 3 8 . 3 5 PROPOSED SURFACE AT PONTO ROAD CENTERLINE ST A : 1 0 + 0 0 . 0 0 40 . 4 4 F S ST A : 1 0 + 8 8 . 1 5 38 . 3 4 F S 1.0% DocuSign Envelope ID: 0AE01198-44F6-44E0-989C-81B7ACD7E2E7 4/17/2024 GRAPHIC SCALE: 1" = 20' 0 20 40 60 NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18 REVISION DESCRIPTION CITY APPROVAL INITIALDATE ENGINEER OF WORK INITIALDATE DRAWING NO.PROJECT NO. CHKD BY: DWN BY: APPROVED: DATE INITIAL RVWD BY: "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: P.E.EXP. 1 ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 JASON S. GELDERT DATE OTHER APPROVAL SHEETS 12 PUBLIC IMPROVEMENT PLANS FOR: SHEET SDP 2022-0003 J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\IMPROVEMENT PLANS ROW 2023-0397 ENGINEERING DEPARTMENT 543-6 PLAN & PROFILE NO. 1 2 21 22 DATE 03/20/2024 TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024 PLAN VIEW: PONTO ROAD SCALE 1"=20' MA T C H L I N E S T A : 1 2 + 5 0 SE E S H E E T 6 BEARING / DELTA LENGTH RADIUS Δ 90°00'00"31.41' COMMENTS G-02 CURB & GUTTER S 4°00'45" E 5.00' S 40°59'15" W 11.31' 20.00' S 4°00'45" E 48.00' 11.31' 20.00' 11.31' S 49°00'45" E S 4°00'45" E S 40°59'15" W S 49°00'45" E 11.31' S 1°28'56" W 31.07' N 4°00'45" W 5.00' G-01 CURB Δ 90°00'00"31.42'20.00' S 4°00'45" E 48.00' 20.00'S 4°00'45" E 11.31'S 40°59'15" W S 4°00'45" E 48.00' G-01 CURB G-02 CURB & GUTTER G-01 CURB G-01 CURB G-01 CURB G-02 CURB & GUTTER G-01 CURB G-01 CURB G-01 CURB G-02 CURB & GUTTER G-02 CURB & GUTTER G-02 CURB & GUTTER G-02 CURB & GUTTER N 4°00'45" W 92.07' 9.02'Δ 03°27'0"4" DIKE TYPE E PER G-05 4" DIKE TYPE E PER G-05 7 13+00 14+00 15+00 16+00 CURB DATA TABLE MA T C H L I N E S T A : 1 2 + 5 0 S E E S H E E T 6 PROFILE VIEW: PONTO ROAD SCALE: HORZ: 1"=20' VERT: 1"=4' BEARING / DELTA LENGTH RADIUS CENTERLINE DATA TABLE Δ 03°46'48"13.19' COMMENTS PONTO ROAD 615.56'N 04°00'45" W PONTO ROAD- 200.00' 11+20 20 30 40 PROFILE VIEW: LATERAL P-1 SCALE: HORZ: 1"=20' VERT: 1"=4' 11+70 20 30 40 (SEE SHEET 5 FOR PLAN VIEW & PIPE TABLE) N 4°00'45" W 13.28'0" CURB N 49°00'45" W 11.55'G-01 CURB 40 50 40 50 DETAIL A: CROSS GUTTER IMPROVEMENTS SCALE: 1" = 10' SEE SHEET 9 FOR TOP OF BERM PROFILES FOR WEST SIDE OF PONTO ROAD. DETAIL B: PCC CUTOFF WALL NOT TO SCALE 40 ℄ 50 ℄ 40 ℄ 50 ℄ 220.00' 23 N 4°00'45" W 18.09'4" DIKE TYPE E PER G-05 ST A : 1 2 + 5 0 . 5 6 ~ 1 9 . 0 0 ' R T AN G L E P T . MA T C H L I N E S T A : 1 2 + 5 0 S E E S H E E T 6 24 N 4°00'45" W 42.16'4" DIKE TYPE E PER G-05 X X X D D 45 43 50 49 4 8 4 6 4 4 4 3 4 2 4 1 40 41 4 0 41 42 43 60 50 51 52 53 5455 56 57 58 59 49 W WW W W F F F W F RWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRW WWWWWWWWWWWWWWWWWWWWWWW GGGGGGGGGGGGGGG G W W M ST A : 1 2 + 7 2 . 9 7 ~ 1 5 . 0 0 ' L T 8" X 8 " X 8 " T E E W / 1- 8 " R W G V P E R W V - 2 1 & T H R U S T B L O C K (1 6 . 1 S F M I N ) P E R W - 1 9 ST A : 1 3 + 3 4 . 0 5 ~ 1 5 . 0 1 ' L T ST A : 1 3 + 2 9 . 0 5 ~ 1 5 . 0 1 ' L T 2" T A P P E R W - 4 ST A : 1 4 + 2 7 . 8 4 ~ 1 9 . 0 0 ' L T EN D I M P R O V E M E N T S MA T C H E X (4 2 . 7 1 F S ) ST A : 1 5 + 9 0 . 4 8 ~ 2 1 . 9 8 ' R T EN D I M P R O V E M E N T S MA T C H E X 8 " C U R B (5 0 . 0 8 T C ) (4 9 . 4 1 F L ) EX 8" PVC REC WATER MAIN PER 468-3 TO REMAIN PROTECT IN PLACE 20 10 17 92 2 ST A : 1 2 + 6 2 . 0 9 ~ 1 3 . 5 5 ' R T 23 ST A : 1 4 + 7 4 . 0 8 ~ 2 1 . 0 4 ' R T 23 6 6 6119 18 19 18 12 PONTO ROAD 31 . 0 ' 6. 0 ' ROW 11 . 0 ' 24.0' LIMITS OF SAWCUT (TYP.) GRIND & OVERLAY (TYP.) 2 3 5 6 7 9 10 11 CL ROW PL ROW ROW PARCEL 1 PM 20899 REMAINDER PM 20899 APN: 214-160-06 PARCEL A PM 415 PARCEL 1 PM 20899 ST A : 1 4 + 7 0 . 9 6 ~ 1 5 . 0 4 ' L T RE M O V E E X I S T I N G 1 " W A T E R SE R V I C E & R E M O V E 3 / 4 " M E T E R & BA C K F L O W EX SD TO REMAIN PROTECT IN PLACE SEE DETAIL C SHEET 3 8. 0 ' TY P . 3. 0 ' 2. 0 ' 3 EX PROPERTY LINE PROPOSED PROPERTY LINE PL 5. 0 ' 19 . 0 ' 16 23 18 1 2 62 . 6 ' EX AC BERM TO REMAIN ST A : 1 5 + 5 9 . 5 5 ~ 1 9 . 0 0 ' R T AN G L E P T . 1. 5 ' 1 28 28 ST A : 1 4 + 7 5 . 5 5 ~ 1 9 . 0 0 ' R T AN G L E P T . ST A : 1 4 + 8 3 . 5 5 ~ 1 1 . 0 0 ' R T AN G L E P T . ST A : 1 5 + 0 3 . 3 5 ~ 1 1 . 5 0 ' R T AN G L E P T . ST A : 1 5 + 1 1 . 5 5 ~ 1 9 . 0 0 ' R T AN G L E P T . EX PEDESTRIAN RAMP EX CURB AND GUTTER EX CURB INLET PROTECT IN PLACE EX SIDEWALK EX CURB INLET EX CURB AND GUTTER EX SIDEWALK EX PEDESTRIAN RAMP ST A : 1 2 + 5 9 . 2 2 ~ 2 0 . 0 0 ' L T EC R 13+00 14+00 15+00 15+99 EX DRIVEWAY ST A : 1 2 + 6 4 . 5 6 ~ 1 1 . 0 0 ' R T PC R ST A : 1 2 + 5 9 . 5 6 ~ 1 1 . 0 0 ' R T AN G L E P T . ST A : 1 3 + 3 0 . 5 6 ~ 1 1 . 0 0 ' R T PC R ST A : 1 3 + 4 3 . 5 6 ~ 1 9 . 0 0 ' R T AN G L E P T . ST A : 1 3 + 9 1 . 5 6 ~ 1 9 . 0 0 ' R T AN G L E P T . ST A : 1 3 + 9 9 . 5 6 ~ 1 1 . 0 0 ' R T AN G L E P T . ST A : 1 4 + 0 9 . 5 6 ~ 1 6 . 7 5 ' R T 14 ' X 1 8 . 5 ' ( M I N ) 29 ST A : 1 4 + 1 9 . 5 6 ~ 1 1 . 0 0 ' R T AN G L E P T . ST A : 1 4 + 2 7 . 5 6 ~ 1 9 . 0 0 ' R T AN G L E P T . ST A : 1 4 + 9 3 . 5 5 ~ 1 6 . 7 5 ' R T 14 ' X 1 8 . 5 ' ( M I N ) 29 ST A : 1 2 + 7 7 . 3 1 ~ 2 0 . 0 0 ' L T 3' B E R M T R A N S I T I O N 4 " T O 0 " ST A : 1 2 + 9 6 . 6 0 ~ 2 0 . 0 0 ' L T 3' B E R M T R A N S I T I O N 4 " T O 0 " 21 EX SDG&E VAULT PROTECT IN PLACE ST A : 1 3 + 3 5 . 5 6 ~ 1 1 . 0 0 ' R T AN G L E P T . MIN. 1' VERTICAL SEPARATION ABOVE RW MAIN AT CROSSINGS (TYP.) 2 1 4 8 12 1 3 14 15 22 19 6 TRENCH RESURFACING PER CARLSBAD STD. GS-25 24.0' TYP. (41.13 FL) 40.98 FL SEE DETAIL A, THIS SHEET EX CONCRETE CROSS GUTTER TO REMAIN 5.8' EXTEND CONCRETE CROSS GUTTER PER SDRSD G-13 NOTE: NO SAWCUT OF EXISTING CROSS GUTTER ALLOWED. REPLACE PORTION TO NEAREST JOINT EXISTING BIORETENTION BASIN (DWG 468-3A) 5.0' TRENCH RESURFACING PER CARLSBAD STD. GS-25 24 APN: 214-160-04 APN: 214-160-05 PUBLIC IMPROVEMENT CONSTRUCTION NOTES: CONSTRUCT 6" CURB & GUTTER PER SDRSD G-02 CONSTRUCT CURB RAMP TYPE 'A' PER PER SDRSD G-27, SEE DETAILS SHEET 3 CONSTRUCT TREE WELL W/O GRATE PER DETAIL ON SHEET 2 INSTALL CURB INLET TYPE 'B' PER SDRSD D-02, LENGTH PER PLAN INSTALL SD CLEAN OUT TYPE 'A4' PER SDRSD D-09 CONSTRUCT 4" PCC SIDEWALK PER SDRSD G-07 CONSTRUCT 6" PCC BUS STOP INSTALL SD CLEANOUT TYPE 'B' PER SDRSD D-10 INSTALL 2" REDUCED PRESSURE BACKFLOW PER CITY OF CARLSBAD W-06 INSTALL 8" FIRE BACKFLOW PREVENTER ASSEMBLY PER CITY OF CARLSBAD W-9 CONSTRUCT MOW CURB INSTALL 10" PVC WATER MAIN PER CITY OF CARLSBAD W-02 CONSTRUCT 6" AC BERM TYPE 'A' PER SDRSD G-05 6" AC BERM TYPE 'A' TO TYPE 'F' MOUNTABLE DIKE TRANSITION INSTALL 1.5" BACKFLOW PREVENTER PER W-06 INSTALL 2" REC. WATER SERVICE W/ 1.5" REC. WATER METER PER W-04 INSTALL 2" PUBLIC WATER METER PER CITY OF CARLSBAD W-04; INSTALL SLEEVE AROUND SERVICE BETWEEN METER & BACKFLOW WHEN SEPARATION EXCEEDS 2' CONSTRUCT CROSS GUTTER PER DETAIL SHEET 3 CONSTRUCT 6" PCC CURB PER SDRSD G-01 INSTALL FIRE HYDRANT ASSEMBLY W/ 8" X 6" TEE PER CITY OF CARLSBAD W-17 & W-18 INSTALL 2" PUBLIC WATER METER PER CITY OF CARLSBAD W-04 CONSTRUCT 6" TYPE 'F' MOUNTABLE DIKE PER SDRSD G-05 INSTALL PUBLIC STANDARD STREET LIGHT PER SDRSD E-01 AND GS-21 INSTALL 2" BO VALVE ASSEMBLY PER W-10 INSTALL 2" MAR ASSEMBLY PER W-10 INSTALL BENCH PER TOLAR MANUFACTURING (MODEL SFBEN-08). BENCH SHALL BE BROWN COLOR, BACKLESS, MINIMUM 6' LENGTH, AND INCLUDE ANTI-VAGRANT BARS. BENCH SHALL BE ANCHORED INTO CONCRETE PAD PER ANCHOR BOLT DETAIL HEREON. INSTALL 32-GAL TRASH RECEPTACLE PER TOLAR MANUFACTURING (MODEL SFTR-07). TRASH RECEPTACLE SHALL BE BROWN IN COLOR. TRASH SHALL BE ANCHORED INTO CONCRETE PAD PER ANCHOR BOLT DETAIL HEREON. CONSTRUCT 4" AC DIKE TYPE-'E' PER SDRSD G-05 CONSTRUCT TREE WELL W/GRATE PER DETAIL ON SHEET 2 CONSTRUCT MASONRY RETAINING WALL PER GRADING PLAN DWG NO. 543-6A INSTALL 2" AVA ASSEMBLY PER W-11 CONSTRUCT STREET CL MONUMENT PER M-10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 EXISTING STREET CENTERLINE MONUMENT PER ROS 23910, PM 20899. PROTECT IN PLACE. 12 EASEMENT NOTES: INDICATES AN EASEMENT FOR PUBLIC STREET AND UTILITY PURPOSES FOR PORTIONS OF PONTO ROAD TO THE PUBLIC, DEDICATED PER PM_____ INDICATES AN EASEMENT FOR WATER PURPOSES TO CARLSBAD MUNICIPAL WATER DISTRICT, DEDICATED PER PM____ INDICATES AN EASEMENT FOR CLEAR SPACE PURPOSES TO THE CITY OF CARLSBAD DEDICATED PER PM____ 1 2 3 MONUMENT NOTES: EX GROUND AT PONTO ROAD CENTERLINE ST A : 1 4 + 2 7 . 5 6 42 . 1 0 F S ST A : 1 5 + 9 0 . 4 7 49 . 7 5 F S ST A : 1 5 + 5 9 . 5 5 48 . 8 5 F S ST A : 1 5 + 1 1 . 5 5 46 . 0 2 F S ST A : 1 5 + 0 3 . 5 5 45 . 5 1 F S ST A : 1 4 + 8 3 . 5 5 44 . 4 6 F S ST A : 1 4 + 7 5 . 5 5 44 . 0 7 F S ST A : 1 4 + 1 9 . 5 6 41 . 9 2 F S ST A : 1 3 + 9 9 . 5 6 41 . 5 4 F S ST A : 1 3 + 9 1 . 5 6 41 . 3 8 F S ST A : 1 3 + 4 3 . 5 6 40 . 8 3 F S ST A : 1 3 + 3 5 . 5 6 40 . 7 4 F S ST A : 1 3 + 3 0 . 5 6 40 . 6 9 F S ST A : 1 2 + 5 9 . 5 6 39 . 6 7 F S ST A : 1 2 + 5 0 . 5 6 39 . 6 0 F S 1.7% PROPOSED SURFACE AT PONTO ROAD CENTERLINE ST A : 1 2 + 6 4 . 5 6 39 . 7 1 F S 0.8%0.8% 1.1%0.9% 1.9% 2.9% 4.9% 5.6% 2.9% EX 8" PVC RW TP=35.16 10" PVC WTR TP=37.00 CI T Y P E ' B ' , L = 7 ' TC = 3 9 . 6 6 ST A 1 1 + 2 6 . 9 7 24 " I E ( I N ) : 2 7 . 1 6 24 " I E ( O U T ) : 2 6 . 8 3 4' C O T Y P E - ' B ' RI M = 3 9 . 5 2 ST A 1 1 + 5 4 . 2 8 L=22.42' ~ 24" RCP, S=1.87% 18 " I E ( I N ) : 2 6 . 9 1 24 " I E ( I N ) : 2 6 . 4 1 24 " I E ( O U T ) : 2 6 . 0 8 Q100=17.93 CFS V100 =5.71 FPS 3 HGL FINISH GRADE AT CENTERLINE OF PIPE EX GROUND AT CENTERLINE OF PIPE (41.33 FS) (41.13 FL) (41.26 FS)5.5%2.4% 41.02 FL40.95 FL 40.98 FL 1.2%1.9% PROP. CROSS GUTTER PER SDRSD G-13. SEE DETAIL SHEET 3 41.07 FS 41.14 FS 41.00 FL MATCH EX. CROSS GUTTER AT NEAREST JOINT EX. CROSS GUTTER 2. 4 % 3. 0 ' 5.8' MATCH EX. CROSS GUTTER AT NEAREST JOINT CONSTRUCT PCC CUTOFF WALL AT END OF CROSS GUTTER PER DETAIL B, THIS SHEET PROP. CROSS GUTTER PER SDRSD G-13. MATCH EX. DIMENSIONS 1. 4 % 4" AC BERM 4" AC BERM END 3' AC BERM TRANSITION 4" TO 0" BEGIN 3' AC BERM TRANSITION 4" TO 0" 6" PROP. CROSS GUTTER PER SDRSD G-13 INSTALL 6" X 18" PCC CUTOFF WALL 18 " EX. GRADE 1.0% MIN. GUTTER FLOWLINE EAST PONTO ROAD TOP OF 6" PCC CURB EAST OF PONTO ROAD CL ST A : 1 5 + 1 1 . 5 5 46 . 1 4 T C ST A : 1 5 + 0 3 . 3 5 45 . 6 5 T C ST A : 1 5 + 9 0 . 4 8 50 . 2 0 T C EN D I M P R O V E M E N T S MA T C H E X 8 " C U R B ST A : 1 3 + 3 0 . 5 6 ; E C R 40 . 8 4 T C ST A : 1 2 + 6 4 . 5 6 ; B C R 39 . 8 7 T C TOP OF EX 8" PVC WATER PER DWG 468-3 8" F I R E S E R V I C E C O N N E C T I O N ST A : 1 2 + 7 2 . 9 7 TP : 3 6 . 8 0 2" DOMESTIC WATER CONNECTION STA: 13+29.05 TP: 37.06 6" F I R E H Y D R A N T C O N N E C T I O N ST A : 1 3 + 3 4 . 0 5 TP : 3 7 . 4 5 ST A : 1 2 + 5 0 . 5 6 39 . 9 8 T C ST A : 1 3 + 4 3 . 5 6 41 . 2 5 T C ST A : 1 3 + 9 1 . 5 6 41 . 8 5 T C ST A : 1 3 + 9 9 . 5 6 41 . 7 4 T C ST A : 1 4 + 1 9 . 5 6 42 . 1 2 T C ST A : 1 4 + 7 5 . 5 5 44 . 4 8 T C ST A : 1 4 + 8 3 . 5 5 44 . 6 1 T C ST A : 1 5 + 5 9 . 5 5 48 . 8 2 T C ST A : 1 4 + 2 7 . 5 6 42 . 5 6 T C ST A : 1 2 + 5 9 . 5 6 39 . 8 2 T C ST A : 1 3 + 3 5 . 5 6 40 . 9 1 T C 1.9% PVI STA:15+59.29 PVI ELEV:48.36 K:9.00 LVC:20.00 BV C S : 1 5 + 4 9 . 2 9 BV C E : 4 7 . 8 1 EV C S : 1 5 + 6 9 . 2 9 EV C E : 4 8 . 7 0 PVI STA:14+25.25 PVI ELEV:41.72 K:19.32 LVC:20.00 BV C S : 1 4 + 1 5 . 2 5 BV C E : 4 1 . 5 4 EV C S : 1 4 + 3 5 . 2 5 EV C E : 4 2 . 0 1 10.0' TRANSITION 6" TO 8" CURB 1.0%1.8% 1.0%4.2%1.0%1.9% 4.8% 1.5% 5.9% 3.4%6.3% 39 . 2 3 F L 39 . 3 2 F L 39 . 3 7 F L 40 . 3 4 F L 40 . 4 1 F L 40 . 5 0 F L 41 . 0 9 F L 41 . 2 4 F L 41 . 6 2 F L 41 . 8 1 F L 44 . 1 1 F L 43 . 7 3 F L 45 . 1 5 F L 45 . 6 4 F L 48 . 3 2 F L 49.07 FL 49 . 4 1 F L 22 1 4 5 6 7 8 9 10 11 12 13 14 15 2.9% ST A : 1 4 + 4 6 . 5 3 43 . 1 0 T C 42 . 3 6 F L 5.6% 1.3% DocuSign Envelope ID: 0AE01198-44F6-44E0-989C-81B7ACD7E2E7 4/17/2024 GRAPHIC SCALE: 1" = 10' 0 10 20 30 REVISION DESCRIPTION CITY APPROVAL INITIALDATE ENGINEER OF WORK INITIALDATE DRAWING NO.PROJECT NO. CHKD BY: DWN BY: APPROVED: DATE INITIAL RVWD BY: "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: P.E.EXP. 1 ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 JASON S. GELDERT DATE OTHER APPROVAL SHEETS 12 PUBLIC IMPROVEMENT PLANS FOR: SHEET SDP 2022-0003 J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\IMPROVEMENT PLANS ROW 2023-0397 ENGINEERING DEPARTMENT 543-6 NORTHEAST CORNER CARLSBAD BLVD & PONTO ROAD SCALE 1"=10' 8 BUS STOP IMPROVEMENTS SOUTHWEST CORNER CARLSBAD BLVD & PONTO ROAD SCALE 1"=10' LOCATION MAP NTS NCTD RIGHT-OF-WAY PONTO D R I V E PONTO DRIVE CARLSBAD BLVD AV E N I D A E N C I N A S SA N L U I S S T WHITE WATER STREET LEEWARD STREET PROJECT SITE SITE OF BUS STOP IMPROVEMENTSPACIFIC OCEAN ANCHOR BOLT DETAIL NTS BENCH OR TRASH RECEPTACLE MOUNTING ANCHOR HOLES CONCRETE PAD 5/8" ANCHOR BOLTS (4X PER BENCH AND MIN. 3X PER TRASH RECEPTACLE) 3" MI N . EM B E D M E N T DATE 03/20/2024 TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024 16 " T P 16 " T P 16 " T P 16 " T P D C D 55 54 54 53 54 53.43 TC 52.93 FL0.7% 53.63 FS0.3% 1. 5 % 1. 5 % 53.76 FS 0.4% 55 53.59 FS 53.70 FS 53.29 TC 52.79 FL NORTH BOUND CARLSBAD BLVD EX CONCRETE BUS PAD EX CURB & GUTTER TO REMAINEX CURB INLET TO REMAIN EX BUS STOP SIGN TO REMAIN PROTECT IN PLACE26 6 27 EX SIDEWALK SHOULD BE FIELD VERIFIED TO BE ADA COMPLIANT. REMOVE AND REPLACE TO NEAREST JOINT IF REQUIRED TO MEET ADA STANDARDS. 15.0' 8. 8 ' 7. 1 ' 5.0' DAYLIGHT LINE EX TREE TO REMAIN PROTECT IN PLACE EX TREE TO REMAIN PROTECT IN PLACE EXISTING MEDIAN 10 . 0 ' TR A V E L L A N E 4. 0 ' 6. 0 ' TR A V E L LA N E BI K E LA N E 10+00 11+00 11+73 ST A : 1 1 + 0 3 . 4 7 ~ 2 8 . 7 5 ' R T ST A : 1 1 + 1 8 . 4 7 ~ 2 8 . 3 4 ' R T 10 . 0 ' TR A V E L L A N E 8" T P 10 " T P 8" T P E EEEE W X X X X X X X X X X X X X X X X X X X 52 53 47 48 49 50 46 46 47 48 51 0.3%0.5% 1. 4 % 1. 5 % 0.5% 4.6% 49.04 FS 49.04 FS 50.44 FS 50.26 FS 48.64 FS 48.83 FS 49.07 FS 50.49 FS 50.85 FS 0.5%51.82 FS 51.84 FS 48.21 FS 48.99 FS 50.41 FS 1. 6 % 50.77 FS 51.52 FS 51.53 FS 48.29 FS 51.60 FS 46.65 FS 46.48 FS 47.57 FS 47.74 FS 1. 6 % 4.8% 4. 7 % 52.16 TC 51.66 FS 51.72 TC 51.22 FS 51.84 FS 51.87 FS 51.81 FS 51.76 FS CONSTRUCT 5' PCC CONCRETE WALKWAY EX TRAIL TO MATCH EX GRADE 6 26 27 5.0' 7 10 . 0 ' BUS BOARDING AREA 20.0' 5 . 0 ' LIMITS OF GRADING (TYP.)5. 0 ' EX STREET SIGNAL TO REMAIN PROTECT IN PLACE EX STREET ELECTRICAL PULL BOX TO REMAIN PROTECT IN PLACE EX STREET SIGNAL TO REMAIN PROTECT IN PLACE EX STREET ELECTRICAL PULL BOX TO REMAIN PROTECT IN PLACE REMOVE & REPLACE EX WOODEN FENCE AT EDGE OF TRAIL EX EDGE OF PAVEMENT LIMITS OF GRADING (TYP.) 2. 0 ' BUS STOP SIGN PER NCTD REQUIREMENTS SOUTH BOUND CARLSBAD BLVD BI K E LA N E 130.0' NO PARKING ZONE 8. 0 ' BI K E L A N E 4. 0 ' 10 . 0 ' TR A V E L L A N E EXISTING MEDIAN 10+0011+00 10 . 0 ' TR A V E L L A N E ST A : 1 0 + 3 2 . 2 6 ~ 1 6 . 1 4 ' R T ST A : 1 1 + 6 2 . 2 6 ~ 1 5 . 7 1 ' R T STA: 11+03.60~16.39' RT STA: 10+83.59~16.51' RT EX "NO PARKING OFF PAVEMENT" SIGN TO REMAIN8. 0 ' 19 PUBLIC IMPROVEMENT CONSTRUCTION NOTES: CONSTRUCT 6" CURB & GUTTER PER SDRSD G-02 CONSTRUCT CURB RAMP TYPE 'A' PER PER SDRSD G-27, SEE DETAILS SHEET 3 CONSTRUCT TREE WELL W/O GRATE PER DETAIL ON SHEET 2 INSTALL CURB INLET TYPE 'B' PER SDRSD D-02, LENGTH PER PLAN INSTALL SD CLEAN OUT TYPE 'A4' PER SDRSD D-09 CONSTRUCT 4" PCC SIDEWALK PER SDRSD G-07 CONSTRUCT 6" PCC BUS STOP INSTALL SD CLEANOUT TYPE 'B' PER SDRSD D-10 INSTALL 2" REDUCED PRESSURE BACKFLOW PER CITY OF CARLSBAD W-06 INSTALL 8" FIRE BACKFLOW PREVENTER ASSEMBLY PER CITY OF CARLSBAD W-9 CONSTRUCT MOW CURB INSTALL 10" PVC WATER MAIN PER CITY OF CARLSBAD W-02 CONSTRUCT 6" AC BERM TYPE 'A' PER SDRSD G-05 6" AC BERM TYPE 'A' TO TYPE 'F' MOUNTABLE DIKE TRANSITION INSTALL 1.5" BACKFLOW PREVENTER PER W-06 INSTALL 2" REC. WATER SERVICE W/ 1.5" REC. WATER METER PER W-04 INSTALL 2" PUBLIC WATER METER PER CITY OF CARLSBAD W-04; INSTALL SLEEVE AROUND SERVICE BETWEEN METER & BACKFLOW WHEN SEPARATION EXCEEDS 2' CONSTRUCT CROSS GUTTER PER DETAIL SHEET 3 CONSTRUCT 6" PCC CURB PER SDRSD G-01 INSTALL FIRE HYDRANT ASSEMBLY W/ 8" X 6" TEE PER CITY OF CARLSBAD W-17 & W-18 INSTALL 2" PUBLIC WATER METER PER CITY OF CARLSBAD W-04 CONSTRUCT 6" TYPE 'F' MOUNTABLE DIKE PER SDRSD G-05 INSTALL PUBLIC STANDARD STREET LIGHT PER SDRSD E-01 AND GS-21 INSTALL 2" BO VALVE ASSEMBLY PER W-10 INSTALL 2" MAR ASSEMBLY PER W-10 INSTALL BENCH PER TOLAR MANUFACTURING (MODEL SFBEN-08). BENCH SHALL BE BROWN COLOR, BACKLESS, MINIMUM 6' LENGTH, AND INCLUDE ANTI-VAGRANT BARS. BENCH SHALL BE ANCHORED INTO CONCRETE PAD PER ANCHOR BOLT DETAIL HEREON. INSTALL 32-GAL TRASH RECEPTACLE PER TOLAR MANUFACTURING (MODEL SFTR-07). TRASH RECEPTACLE SHALL BE BROWN IN COLOR. TRASH SHALL BE ANCHORED INTO CONCRETE PAD PER ANCHOR BOLT DETAIL HEREON. CONSTRUCT 4" AC DIKE TYPE-'E' PER SDRSD G-05 CONSTRUCT TREE WELL W/GRATE PER DETAIL ON SHEET 2 CONSTRUCT MASONRY RETAINING WALL PER GRADING PLAN DWG NO. 543-6A INSTALL 2" AVA ASSEMBLY PER W-11 CONSTRUCT STREET CL MONUMENT PER M-10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 DocuSign Envelope ID: 0AE01198-44F6-44E0-989C-81B7ACD7E2E7 4/17/2024 REVISION DESCRIPTION CITY APPROVAL INITIALDATE ENGINEER OF WORK INITIALDATE DRAWING NO.PROJECT NO. CHKD BY: DWN BY: APPROVED: DATE INITIAL RVWD BY: "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: P.E.EXP. 1 ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 JASON S. GELDERT DATE OTHER APPROVAL SHEETS 12 PUBLIC IMPROVEMENT PLANS FOR: SHEET J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\IMPROVEMENT PLANS ROW 2023-0397 ENGINEERING DEPARTMENT 543-6SDP 2022-0003 12+00 40 50 13+00 14+00 40 50 SCALE: HORZ 1"=20' VERT 1" = 4' PROFILE VIEW: PRIVATE BEACH WAY SOUTHERLY TOP OF BERM SCALE: HORZ 1"=20' VERT 1" = 4' PROFILE VIEW: PONTO DRIVE AND PRIVATE BEACH WAY NORTHERLY TOP OF CURB 40 50 11+00 12+00 SCALE: HORZ 1"=20' VERT 1" = 4' PROFILE VIEW: PONTO ROAD WESTERLY TOP OF DIKE 40 50 SCALE: HORZ 1"=20' VERT 1" = 4' PROFILE VIEW: PVT. BEACH WAY & PVT. DWY 'C' CURB RETURN 40 50 SCALE: HORZ 1"=20' VERT 1" = 4' PROFILE VIEW: PONTO RD & PONTO DR NE CURB RETURN 9 11+00 12+00 13+00 14+00 13+00 SCALE: HORZ 1"=20' VERT 1" = 4' PROFILE VIEW: PONTO RD & PONTO DR NW CURB RETURN CURB PROFILES 40 50 DATE 03/20/2024 TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024 40 50 SCALE: HORZ 1"=20' VERT 1" = 4' PROFILE VIEW: PRIVATE BEACH WAY & PONTO DRIVE CURB RETURN 40 50 40 50 40 50 40 50 40 50 (SEE SHEET 5) (SEE SHEET 6) (SEE SHEET 5) (SEE SHEET 6) AN G L E P T AN G L E P T EXISTING SURFACE PONTO DRIVE CL TOP OF 6" BERM EN D B E R M 1.3% 1.8%1.9% ST A 1 2 + 3 5 . 9 1 ; P C R BE A C H W A Y 43 . 8 8 T B ST A : 1 3 + 4 5 . 1 4 46 . 0 4 T B ST A : 1 3 + 6 1 . 1 2 46 . 3 2 T B ST A : 1 3 + 7 8 . 3 7 46 . 6 4 T B 7 8 9 23.25' L/3 = 7.75' ST A 1 2 + 5 9 . 1 6 EV C / T B 4 4 . 9 3 6.5% ST A 1 2 + 4 3 . 6 6 44 . 3 8 T B 2.7% ST A 1 2 + 4 8 . 4 4 44 . 7 2 T B 4.4% CURB RAMP SEE DETAIL SHEET 3PONTO DRIVE CENTERLINE TOP OF 6" CURB AN G L E P T AN G L E P T AN G L E P T AN G L E P T CURB RAMP SEE DETAIL SHEET 31.1% 1.0% 1.6%3.7% 3.9% 1.3% 3.0%1.0% 6.3% ST A 1 3 + 3 1 . 4 9 ; P C R BE A C H W A Y 45 . 2 9 T C ST A : 1 0 + 8 1 . 2 7 ; P C R 40 . 3 1 T C ST A : 1 0 + 9 4 . 2 6 40 . 1 7 T C ST A : 1 1 + 0 2 . 2 9 39 . 9 3 T C ST A : 1 1 + 2 9 . 5 9 39 . 6 6 T C ST A : 1 1 + 5 9 . 6 6 40 . 1 3 T C ST A : 1 1 + 5 0 . 2 9 39 . 8 7 T C ST A : 1 1 + 7 6 . 2 0 40 . 3 4 T C ST A : 1 1 + 8 8 . 4 3 40 . 5 4 T C ST A : 1 2 + 0 8 . 9 7 41 . 2 9 T C ST A : 1 2 + 4 1 . 6 8 43 . 6 9 T C ST A : 1 2 + 5 9 . 1 0 44 . 3 6 T C 7.2% 1.5%1 2 3 4 5 11 ST A : 1 2 + 2 6 . 6 8 42 . 0 0 T C ST A : 1 2 + 1 7 . 6 8 41 . 8 5 T C ST A : 1 2 + 2 2 . 6 8 41 . 9 4 T C 4.0'15.0'5.0' 1.5% ST A : 1 1 + 6 5 . 7 3 39 . 7 0 T C ST A : 1 1 + 6 9 . 7 0 39 . 7 6 T C 8.9% ST A : 1 1 + 5 8 . 3 7 40 . 1 2 T C 3.2% 1.8% 11.3% 6.0' 4.0'6.5' EXISTING SURFACE AT PONTO ROAD BERM TOP OF 4" MOUNTABLE DIKE ST A 1 4 + 2 7 . 8 4 PO N T O R O A D MA T C H E X . 42 . 7 1 T C (4 2 . 3 8 F S ) BC R EC R EN D B E R M TOP OF 4" MOUNTABLE DIKE 3.1%1.7%0.8%0.8%1.2% 0.8% 1.7%1.4%1.2%1.3% ST A 1 0 + 3 8 . 7 1 ; P C R PO N T O R O A D 40 . 0 5 T C ST A : 1 0 + 4 8 . 2 5 39 . 7 6 T C ST A : 1 0 + 7 5 . 6 2 39 . 2 8 T C ST A : 1 1 + 1 5 . 8 8 39 . 2 5 T C ST A : 1 1 + 3 5 . 4 2 39 . 3 7 T C ST A : 1 1 + 7 1 . 4 8 39 . 6 6 T C ST A : 1 2 + 0 7 . 8 8 39 . 9 7 T C ST A : 1 2 + 7 7 . 3 1 40 . 5 3 T C ST A : 1 2 + 9 6 . 6 0 40 . 8 3 T C ST A : 1 3 + 2 6 . 8 0 41 . 3 3 T C ST A : 1 3 + 5 3 . 5 3 41 . 7 0 T C ST A : 1 3 + 8 5 . 6 2 41 . 7 0 F S ST A : 1 4 + 2 4 . 9 7 42 . 6 0 T C ST A : 1 2 + 2 2 . 3 3 40 . 0 8 T C ST A : 1 2 + 5 9 . 2 2 40 . 3 8 T C 11 + 2 5 . 6 6 EX . D R I V E W A Y 11 + 8 9 . 7 6 EX . D R I V E W A Y 12 + 8 6 . 9 2 EX . D R I V E W A Y 15 17 23 18 19 20 21 14 16 EXISTING SURFACE AT PONTO ROAD BERM ST A : 1 3 + 8 8 . 6 2 42 . 1 1 T C ST A : 1 3 + 7 9 . 8 2 41 . 6 8 F S ST A : 1 3 + 7 6 . 8 2 41 . 9 9 T C ST A : 1 3 + 8 2 . 7 2 41 . 5 9 F L 24 3' TRANSITION 4" TO 0" BERM 3' TRANSITION 4" TO 0" BERM LIMITS OF CROSS GUTTER ST A : 1 0 + 5 3 . 2 9 39 . 7 3 T C ST A : 1 0 + 8 8 . 1 5 39 . 0 5 T C 1.9% 1.3% 8.6%9.5% 1.6% TOP OF 6" CURB CURB RAMP LANDING EXISTING SURFACE AT CURB FACE ST A 1 3 + 3 1 . 4 9 ; P C R PV T . B E A C H W A Y 45 . 2 9 T C 36.03' 15.05'14.98'5.95' 1.6% ST A 1 0 + 4 5 . 9 7 ; P C R PV T D W Y ' C ' 45 . 7 7 T C 1.3% 45 . 6 8 T C 45 . 4 9 T C 12 TOP OF 6" CURB CURB RAMP LANDING EXISTING SURFACE AT CURB FACE 2.8% 1.2%8.6%5.3% ST A 1 0 + 3 1 . 2 0 ; P C R PO N T O R O A D 39 . 8 4 T C ST A 1 0 + 8 1 . 2 7 ; P C R PO N T O D R I V E 40 . 3 1 T C 38.97' 15.04'6.48'17.45' 2.0% 40 . 0 3 T C 40 . 4 9 T C 39 . 8 0 T C 39 . 7 4 T C 1.1% 1.5% 1 EXISTING SURFACE PROPOSED TOP OF BERM TOP OF 4" MOUNTABLE DIKE ST A 1 0 + 3 8 . 7 1 ; P C R PO N T O R O A D 40 . 0 5 T C ST A 1 0 + 0 7 . 0 3 ; P C R PO N T O D R I V E 40 . 6 3 T C 25.73' 12.86'12.86' 1.1% 40 . 3 4 T C 2.3%3.1% ST A 1 0 + 0 0 . 0 0 ; P C R PO N T O D R I V E MA T C H E X . (4 0 . 4 6 F S ) 4" TO 0" DIKE TRANSITION 13 40.19' L/4 = 10.05' ST A 1 2 + 3 5 . 9 1 ; P C R BE A C H W A Y 43 . 8 8 T B / G B ST A 1 0 + 4 1 . 4 7 ; P C R PO N T O D R I V E 41 . 1 4 T B EXISTING SURFACE AT FACE OF BERM TOP OF 6" BERM ST A : 1 0 + 4 4 . 9 7 PO N T O D R I V E MA T C H E X I S T I N G 40 . 5 4 F S 41 . 0 4 T B END OF 6" BERM 41 . 5 9 T B 42 . 2 3 T B 43 . 0 3 T B 6 8.0% 6.5% 8.5% 6.4% 4.5%2.8% ST A : 1 0 + 5 8 . 1 5 PO N T O D R I V E MA T C H E X I S T I N G (4 0 . 2 8 F S ) (0.9%)2.0% DocuSign Envelope ID: 0AE01198-44F6-44E0-989C-81B7ACD7E2E7 4/17/2024 PLAN VIEW: PONTO ROAD SCALE 1"=20' MATCHLINE SEE PONTO DRIVE BELOW GRAPHIC SCALE: 1" = 20' 0 20 40 60 MA T C H L I N E S E E P O N T O RO A D A B O V E PLAN VIEW: PONTO ROAD SCALE 1"=20' MA T C H L I N E S E E P O N T O DR I V E / R O A D B E L O W PLAN VIEW: PONTO DRIVE & PRIVATE BEACH WAY SCALE 1"=20' M A T C H L I N E S E E P O N T O R O A D / D R I V E A B O V E PROPERTY BOUNDARY CENTERLINE OF ROAD RIGHT-OF-WAY ADJACENT LOT LINE EXISTING EASEMENT EXISTING CONTOUR LINE EXISTING OVERHEAD UTILITY LINE EXISTING FENCE 100 LEGEND EXISTING WATER MAIN (SIZE PER PLAN) EXISTING SEWER MAIN (SIZE PER PLAN) EXISTING STORM DRAIN (SIZE PER PLAN) EXISTING RECLAIMED WATER MAIN (SIZE PER PLAN) EXISTING GAS MAIN EXISTING TELECOM CONDUIT EXISTING RETAINING WALL EXISTING AC PAVEMENT (TO REMAIN) W W S S RW RW G G T T OE OE X X R/W VICINITY MAP NOT TO SCALE N DEMO CALCULATIONS DESCRIPTION AREA EXISTING AC PAVEMENT: 21,120 SF (0.485 AC) EXISTING BERM/CURB:366 (LF) EXISTING DRIVEWAYS:1,040 (SF) REFERENCES R1 - ROS 23910 R2 - PM 20899 R3 - ROS 20825 R4 - ROS 20809 R5 - ROS 12926 R6 - PM 4383 R7 - PM 415 1 2 3 EASEMENTS OF RECORD SOUTHERN COUNTIES GAS COMPANY OF CALIFORNIA, EASEMENT FOR PUBLIC UTILITIES, RECORDED SEPTEMBER 21, 1946, BOOK 2239, PAGE 239, OFFICIAL RECORDS. SOUTHERN CALIFORNIA TELEPHONE COMPANY, EASEMENT FOR PUBLIC UTILITIES, RECORDED FEBRUARY 26, 1942, BOOK 1318, PAGE 159, OFFICIAL RECORDS. TO BE QUITCLAIMED. SAN DIEGO GAS & ELECTRIC COMPANY, EASEMENT FOR PUBLIC UTILITIES, RECORDED OCTOBER 22, 1962, INSTRUMENT NO. 181231, OFFICIAL RECORDS. TO BE QUITCLAIMED. DEMOLITION NOTES 1.ALL EXISTING BELOW GROUND UTILITIES ARE TO REMAIN AND ARE TO BE PROTECTED IN PLACE DURING DEMOLITION OPERATIONS. 2.DEVELOPER SHALL AVOID POTENTIAL IMPACTS TO NESTING BIRD SPECIES (RAPTORS, LISTED BIRD SPECIES, AND MIGRATORY BIRDS) DURING CONSTRUCTION ACTIVITIES, INCLUDING CLEARING AND GRUBBING, DURING THE BIRD BREEDING SEASON (FEBRUARY 15 TO AUGUST 31). IF THE BREEDING SEASON CANNOT BE AVOIDED, THE FOLLOWING ACTIONS SHALL BE TAKEN: a.NO MORE THAN THREE (3) DAYS PRIOR TO ANY VEGETATION CLEARING OR CONSTRUCTION ACTIVITIES, A QUALIFIED BIOLOGIST SHALL CONDUCT A PRE‐CONSTRUCTION SURVEY THROUGHOUT THE SITE TO IDENTIFY NESTS OR NESTING BEHAVIOR. MONITORING SHALL CONTINUE THROUGHOUT THE BREEDING SEASON. IF AN ACTIVE NEST IS OBSERVED, A PROTECTIVE BUFFER SHALL BE FENCED OFF, AND NO WORK SHALL BE ALLOWED WITHIN THE BUFFER UNTIL THE NEST IS NO LONGER ACTIVE (E.G., ALL NESTLINGS HAVE SUCCESSFULLY FLEDGED). A BUFFER WIDTH OF AT LEAST 500 FEET SHALL BE REQUIRED FOR RAPTORS OR LISTED SPECIES SUCH AS COASTAL CALIFORNIA GNATCATCHER OR LEAST BELL'S VIREO. BUFFER WIDTH FOR OTHER SPECIES SHALL BE DETERMINED BY A QUALIFIED BIOLOGIST, IN COORDINATION WITH THE CITY AND WILDLIFE AGENCIES BASED ON SPECIES BIOLOGY AND SITE CONDITIONS. b.THE USFWS SHALL BE NOTIFIED IMMEDIATELY OF ANY FEDERALLY LISTED SPECIES THAT ARE LOCATED DURING PRE‐CONSTRUCTION SURVEYS. c.A QUALIFIED BIOLOGIST SHALL MONITOR CONSTRUCTION ACTIVITIES DURING THE BREEDING SEASON. NO ACTIVITIES THAT WOULD RESULT IN NOISE LEVELS EXCEEDING 60 DBA HOURLY LEQ WITHIN 500 FEET OF BREEDING HABITAT OCCUPIED BY LISTED SPECIES. AMBIENT NOISE SHALL BE EXCLUDED FROM THE 60 DBA CALCULATION. IF EXCESS NOISE‐PRODUCING CONSTRUCTION ACTIVITIES ARE NOT COMPLETED PRIOR TO THE BREEDING SEASON, AND BIRDS ARE NESTING DURING THE BREEDING SEASON, NOISE BARRIERS SHALL BE ERECTED TO REDUCE NOISE IMPACTS AT THE DISTANCE OF THE NESTS TO BELOW 60 DBA HOURLY LEQ OR THE ACTIVITIES SHALL BE SUSPENDED. THE NEST SHALL BE MONITORED BY THE MONITORING BIOLOGIST, AND THE NOISE RESTRICTIONS SHALL CONTINUE UNTIL THE NOISE PRODUCING MACHINERY WORK IS COMPLETED. 5.PRIOR TO ISSUANCE OF GRADING AND BUILDING PERMITS, DEVELOPER SHALL LIST THE FOLLOWING ON ALL CONSTRUCTION, GRADING AND IMPROVEMENT PLANS. DEVELOPER SHALL ADHERE TO THE FOLLOWING MEASURES FOR ALL CONSTRUCTION PHASES OF THE PROJECT: a.THE PROJECT CONTRACTOR SHALL, TO THE EXTENT FEASIBLE, SCHEDULE CONSTRUCTION ACTIVITIES TO AVOID THE SIMULTANEOUS OPERATION OF CONSTRUCTION EQUIPMENT SO AS TO MINIMIZE NOISE LEVELS RESULTING FROM OPERATING SEVERAL PIECES OF HIGH NOISE LEVEL EMITTING EQUIPMENT. b.ALL CONSTRUCTION EQUIPMENT, FIXED OR MOBILE, SHALL BE EQUIPPED WITH PROPERLY OPERATING AND MAINTAINED MUFFLERS. ENFORCEMENT SHALL BE ACCOMPLISHED BY RANDOM FIELD INSPECTIONS BY APPLICANT PERSONNEL DURING CONSTRUCTION ACTIVITIES, TO THE SATISFACTION OF THE CITY OF CARLSBAD. c.CONSTRUCTION NOISE REDUCTION METHODS SUCH AS SHUTTING OFF IDLING EQUIPMENT, CONSTRUCTION OF A TEMPORARY NOISE BARRIER, LOCATING STOCKPILING AND/OR CONSTRUCTION EQUIPMENT STAGING AREAS AS FAR AS PRACTICABLE FROM ADJACENT RESIDENCES OR OTHER NOISE-SENSITIVE RECEPTORS, AND USE OF ELECTRIC AIR COMPRESSORS AND SIMILAR POWER TOOLS, RATHER THAN DIESEL EQUIPMENT, SHALL BE USED WHERE FEASIBLE. d.DURING CONSTRUCTION, STATIONARY CONSTRUCTION EQUIPMENT SHALL BE PLACED SUCH THAT EMITTED NOISE IS DIRECTED AWAY FROM OR SHIELDED FROM SENSITIVE RECEPTORS. e.CONSTRUCTION HOURS, ALLOWABLE WORKDAYS, AND THE PHONE NUMBER OF THE JOB SUPERINTENDENT SHALL BE CLEARLY POSTED AT ALL CONSTRUCTION ENTRANCES TO ALLOW SURROUNDING PROPERTY OWNERS TO CONTACT THE JOB SUPERINTENDENT IF NECESSARY. IN THE EVENT THE CITY OF CARLSBAD RECEIVES A COMPLAINT, APPROPRIATE CORRECTIVE ACTIONS SHALL BE IMPLEMENTED, AND A REPORT OF THE ACTION PROVIDED TO THE REPORTING PARTY. f.TO COMPLY WITH SDAPCD RULE 55, FUGITIVE DUST CONTROL, THE ACTIVE GRADING SITES SHALL BE WATERED AT LEAST TWO TIMES DAILY. g.PRIOR TO THE START OF CONSTRUCTION ACTIVITIES AND ISSUANCE OF GRADING PERMITS, THE PROJECT APPLICANT, OR ITS DESIGNEE, SHALL ENSURE THAT ALL 84 HORSEPOWER OR GREATER DIESEL-POWERED EQUIPMENT ARE POWERED WITH CALIFORNIA AIR RESOURCES BOARD (CARB)-CERTIFIED TIER 4 INTERIM ENGINES OR BETTER, EXCEPT WHERE THE PROJECT APPLICANT ESTABLISHES TO THE SATISFACTION OF THE CITY OF CARLSBAD (CITY) THAT TIER 4 INTERIM EQUIPMENT IS NOT AVAILABLE. AN EXEMPTION FROM THIS REQUIREMENT MAY BE GRANTED BY THE CITY IF (1) THE CITY DOCUMENTS EQUIPMENT WITH TIER 4 INTERIM ENGINES ARE NOT REASONABLY AVAILABLE, AND (2) THE REQUIRED CORRESPONDING REDUCTIONS IN CRITERIA AIR POLLUTANT EMISSIONS CAN BE ACHIEVED FOR THE PROJECT FROM OTHER COMBINATIONS OF CONSTRUCTION EQUIPMENT. BEFORE AN EXEMPTION MAY BE GRANTED, THE CONSTRUCTION CONTRACTOR SHALL: CONFIRM THAT THE PROPOSED REPLACEMENT EQUIPMENT HAS BEEN EVALUATED USING CALIFORNIA EMISSIONS ESTIMATOR MODEL (CALEEMOD) OR OTHER INDUSTRY STANDARD EMISSION ESTIMATION METHOD AND DOCUMENTATION PROVIDED TO THE CITY TO CONFIRM THAT NECESSARY PROJECT-GENERATED EMISSIONS REDUCTIONS ARE ACHIEVED. 6. PRIOR TO ISSUANCE OF GRADING AND BUILDING PERMITS, DEVELOPER SHALL LIST THE FOLLOWING CONDITION ON ALL GRADING AND BUILDING PERMIT CONSTRUCTION PLANS. CONSTRUCTION ACTIVITIES SHALL TAKE PLACE DURING THE PERMITTED TIME AND DAY PER CARLSBAD MUNICIPAL CODE CHAPTER 8.48. DEVELOPER SHALL ENSURE THAT CONSTRUCTION ACTIVITIES FOR THE PROPOSED PROJECT ARE LIMITED TO THE HOURS FROM 7:00 A.M. TO 6:00 P.M. MONDAY THROUGH FRIDAY, AND 8:00 A.M. TO 6:00 P.M. ON SATURDAYS; NO WORK SHALL BE CONDUCTED ON SUNDAYS OR ON FEDERAL HOLIDAYS. 10 EXISTING AC PAVEMENT (PORTION TO BE REMOVED BY GRIND AND OVERLAY OPERATIONS) DEMO PLAN DATE 2/01/2024 TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024 REVISION DESCRIPTION CITY APPROVAL INITIALDATE ENGINEER OF WORK INITIALDATE DRAWING NO.PROJECT NO. CHKD BY: DWN BY: APPROVED: DATE INITIAL RVWD BY: "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: P.E.EXP. 1 ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 JASON S. GELDERT DATE OTHER APPROVAL SHEETS 12 PUBLIC IMPROVEMENT PLANS FOR: SHEET SDP 2022-0003 J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\IMPROVEMENT PLANS ROW 2023-0397 ENGINEERING DEPARTMENT 543-6 TO BE RESET PER PM NO. ____ TO BE RESET PER PM NO. ____ TO BE RESET PER PM NO. ____ FULL PAVEMENT REMOVAL RWRWRWRWRWRWRWRWRWRWRWRW RW RW RW RW RW WWWWWWWWWWWWWW W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM W W 16 " T P X X X X X X X X X X X X OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE W C ASPHALT STORAG E U N I T 1 S T O R Y BU I L D I N G X X X 41 40 39 39 39 40 40 40 43 10 10 9 8 7 12 12.5' 27.4' 33.5' PONTO ROAD R/W R/W R/W CL CL PO N T O D R I V E AP N 21 6 - 0 1 0 - 0 2 AP N 21 6 - 0 1 0 - 0 1 ROS 23910 PARCEL B PM 415 PARCEL A PM 415 R/W R/W FOR PRIVATE IMPROVEMENTS SEE DWG NO. 543-6A 28 . 7 ' 31 . 5 ' 60 . 1 ' EX 8" PVC WATER MAIN PER 468-3 EX 8" PVC REC WATER MAIN PER 468-3 EX SIGN EXISTING OVER HEAD ELECTRIC EXISTING POWER POLE EX. ABANDONED 24" SEWER FM EX 8" PVC WATER MAIN PER 468-3 EX HEADWALL & EX (2) 24" CULVERT EX ABANDONED 14" SEWER FORCE MAIN PER LWWD 80304 EX PROPERTY LINE PROPOSED PROPERTY LINE 5 5 5 5 2 4 4 EX DRIVEWAY 1 5 1 2 2 2 2 2 2 2 3 EX HEADWALL & EX (2) 24" CULVERT 1 EX. AC BERM 1 5 EX. WATER MAIN 1 FULL PAVEMENT REMOVAL 11 . 4 ' 16 . 3 ' FULL PAVEMENT REMOVAL 27.9' FD 1/2" REBAR & BROKEN, ILLEGIBLE CAP, PER PM 20899, ROS 20825. FD M10, LS 6336, PER ROS 23910, PM 20899. FD 1" IRON PIPE & DISK, LS 6336 PER ROS 23910, PM 20899. FD PK NAIL PER ROS 23910, PM 415. 7 8 9 10 MONUMENT NOTES: EXISTING STREET CENTERLINE MONUMENT PER ROS 23910, PM 20899. PROTECT IN PLACE. 12 PUBLIC IMPROVEMENT CONSTRUCTION NOTES: TO BE REMOVED TO REMAIN, PROTECT IN PLACE EXISTING TREE AND VEGETATION TO REMAIN EXISTING TREE/VEGETATION TO BE REMOVED EXISTING SIGN TO BE REMOVED AND RELOCATED. SEE SIGNAGE AND STRIPING PLAN. 1 2 3 4 5 RWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRW WWWWWWWWWWWWWWWWWWWWWWWW GGGGGGGGGGGGGGG G W W X X X D STORAGE UNIT E D W X 45 43 4 2 4 1 42 50 49 4 8 4 6 4 4 4 3 4 2 4 1 40 41 4 0 4 0 43 41 42 43 60 50 51 52 53 5455 56 57 58 59 49 PONTO ROAD R/W R/W PL R/W R/W PARCEL 1 PM 20899 REMAINDER PM 20899 APN: 214-160-06 PARCEL A PM 415 PARCEL 1 PM 20899PL CL FOR PRIVATE IMPROVEMENTS SEE DWG NO. 543-6A 20 . 7 ' 62 . 6 ' 21 . 4 ' EX 8" PVC REC WATER MAIN PER 468-3 EX SD EX PROPERTY LINE PROPOSED PROPERTY LINE EX AC BERM EX PEDESTRIAN RAMP EX CURB AND GUTTER EX CURB INLET EX SIDEWALK EX CURB INLET EX CURB AND GUTTER EX SIDEWALK EX PEDESTRIAN RAMP EX DRIVEWAY EX SDG&E VAULT 5 5 5 5 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 EX SIGNEX DRIVEWAYEX DRIVEWAY4 4 411 EX WATER SERVICE 1 EX 8" PVC REC WATER MAIN PER 468-3 TO REMAIN PROTECT IN PLACE EX GAS LINE2 3 3 3 3 EX RETAINING WALL 2 EX AC BERM1EX AC BERM1 12 EXISTING JOINT REMOVE PORTION OF EX. GUTTER 1 EX RETAINING WALL 1 EX PAVEMENT TO REMAIN 3" GRIND & OVERLAYEX CONCRETE CROSS GUTTER FULL PAVEMENT REMOVAL RW RW RW RW RW RW RW RW RW RW RW G G G G G G G G W W W W W W W W FM FM FM FM F M F M F M FM FM FM FM FM F M F M FM FM FM WWWWWWWWWWWW X OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE G G E E E W E D W W W XXXXXXXXXXX X X X X D I R T T R A I L STORAGE UNIT XX 40.4 41.7 44.1 46.345.4 42.3 39.90 39.42 39.25 39.42 44.24 44.16 45.60 46.37 48.45 39.80 38.46 42.32 40.47 44.5 45.5 47.3 XX W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X D 40 42 4 0 41 46 47 47 41 42 43 43 49 48 47 46 6 12 . 5 ' 27 . 4 ' 33 . 5 ' PONTO DRIVE PRIVATE BEACH WAY PL CL R/W R/W PL FOR PRIVATE IMPROVEMENTS SEE DWG NO. 543-6A R/W E X S I G N EX 8" AC WATER MAIN REMOVE PORTIONS OF ABANDONED SEWER FORCE MAIN AS NECESSARY TO INSTALL PROPOSED WATER MAIN EX 78" SD PER DWG 337-9WARNING!!! EX 12" GAS MAIN PROTECT IN PLACE LIMITS OF GRIND & OVERLAY PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EX 8" AC WATER MAIN EX 10" PVC WATER EX UTILITY POLE EX UTILITY POLEEX UTILITY POLE2 2 1 2 2 22 2 EX ABANDONED 14" SEWER FORCE MAIN PER LWWD 80304 2 EX OVERHEAD ELECTRIC 2 EX OVERHEAD ELECTRIC 2 EX PULL BOX 2 EX SDG&E VAULT 2 EX 78" SD PER DWG 337-9 2 EX 8" PVC REC WATER MAIN PER DWG 499-2 2 EX CHAIN LINK FENCE 1 EX BOLLARDS AND VALVES 1 FULL PAVEMENT REMOVAL 3" GRIND & OVERLAY 12 . 4 ' 52 . 6 ' 27 . 9 ' N C T D R I G H T O F W A Y AVENIDA PO N T O R D P O N T O D R C A R L S B A D B L V D P A C I F I C O C E A N PO N T O R D SAN LUIS ST EN C I N A S SITE DocuSign Envelope ID: 0AE01198-44F6-44E0-989C-81B7ACD7E2E7 4/17/2024 1. * 11 12 DocuSign Envelope ID: 0AE01198-44F6-44E0-989C-81B7ACD7E2E7 4/17/2024 XXX X XX X X X 44 43 E G C E S S S PV T . B E A C H W A Y PV T . D R I V E " B " PVT. DR I V E " C " PV T . D R . A I S L E " E " PV T . D R I V E " C " PVT. DRIVE "B" PV T . D R I V E " A " PV T . D R . A I S L E " D " 12 12 DocuSign Envelope ID: 0AE01198-44F6-44E0-989C-81B7ACD7E2E7 4/17/2024