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Home My WebLink AboutDWG 538-7; CT 2021-0005; CHINQUAPIN COASTAL HOMES; 01-03G A R F I E L D S T CHIN Q U A P I N A V E H I G H W A Y 1 0 1 SITETAM A R A C K A V E PUD 2021-0010 PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 19 1 1 S A N D I E G O A V E N U E , S A N D I E G O C A 9 2 1 1 0 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 CT 2021-0005 "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: CHINQUAPIN COASTAL HOMES 330 CHINQUAPIN AVENUE 31 538-7 ROW 2022-0442 N.T.S. 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2009 REVISION 1 AND 2, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (2018 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 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 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 OF THE CALTRANS 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 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2009 REVISION 1 AND 2, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2009 REVISION 1 AND 2, 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. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12" 20. ALL NEW AND RELOCATED SIGNS SHALL BE CLEARLY VISIBLE, NOT BLOCKED BY ANY OBSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE ANY VEGETATION BLOCKING NEW AND RELOCATED FIRM: PASCO, LARET, SUITER, AND ASSOCIATES, INC. ADDRESS: 1911 SAN DIEGO AVE, SUITE 100 CITY, STATE: SAN DIEGO, CA 92110 TELEPHONE: (858) 259-8212 BY: R.C.E. NO.: REGISTRATION EXPIRATION DATE: BRYAN A. KNAPP, R.C.E. 86542 03/31/2025 DATE: 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. SIGNATURE DATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWQMP, I (WE) ALSO AGREE A QUALIFIED SWQMP PRACTITIONER QSP HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LATEST VERSION. DESCRIPTION: LOCATION: RECORDED: ELEVATION:DATUM: NAME: ADDRESS: PHONE NO.: 1 TITLE SHEET / NOTES 2 CHINQUAPIN IMPROVEMENTS P&P 3 SEWER P&P NAME: EG = EXISTING GRADE FS = FINISHED SURFACE FG = FINISHED GRADE FL = FLOWLINE FF = FINISHED FLOOR GF = GARAGE FACE IE = INVERT ELEVATION LA = LANDSCAPE AREA TC = TOP OF CURB TG = TOP OF GRATE ELEVATION RIM = TOP OF RIM ELEVATION EXISTING GRADE FYSB = FRONT YARD SETBACK RYSB = REAR YARD SETBACK SYSB = SIDE YARD SETBACK ADDRESS: PHONE NO.: KEVIN DUNN FOR: RINCON REAL ESTATE GROUP 5315 AVENIDA ENCINAS, SUITE 200 CARLSBAD, CA 92008 330 CHINQUAPIN AVENUE CARLSBAD, CA 92008 APN: 206-020-11-00 (949) 637-3254 ABBREVIATION: SDRSD - SAN DIEGO REGIONAL STANDARD DRAWING CMWD - CARLSBAD MUNICIPAL WATER DISTRICT * NOTE: MODIFIED PER CITY OF CARLSBAD STANDARD KEVIN DUNN FOR: 330 CHINQUAPIN LLC THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S): 206-020-11-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N_____________ E________________ ADDRESS: 330 CHINQUAPIN AVENUE, CARLSBAD CA 92008 358 1655 TRASH CAPTURE PIPE CONNECTOR SCREEN HOA 3 AS NEEDED THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM NAD 83, ZONE 6, 1991.35 EPOCH BASED ON THE GRID BETWEEN STATION "CLSB 141" AND STATION "CLSB 119" AS SHOWN ON RECORD OF SURVEY NUMBER 17271, BOTH HAVING COORDINATE VALUES OF 1ST ORDER OR BETTER I.E; N 66°04'32" E. 330 CHINQUAPIN LLC 5315 AVENIDA ENCINAS, SUITE 200 CARLSBAD, CA 92008 (949) 637-3254 NORTHEASTERLY HALF OF LOT 3 IN BLOCK "S" OF PALISADES NO. 2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1803, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY AUGUST 25, 1924, THE SOUTHWESTERLY BOUNDARY LINE THEREOF BEING PARALLEL WITH AND DISTANT 70.00 FEET SOUTHWESTERLY FROM NORTHEASTERLY BOUNDARY LINE OF SAID LOT. NGVD 29123.77' AT THE CENTER OF BULB, 190 FT. SOUTH OF INTERSECTION OF VISTA BELLA AND BELLA LAGUNA COURT AS SHOWN ON RECORD OF SURVEY NUMBER 17271, AS POINT CLSB-119 WELL MONUMENT MAP 1803DWG 146-6 DWG 159-9 DWG 387-8 TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM INFORMATION GATHERED ON: NOVEMBER 10, 2021 BY: PASCO, LARET, SUITER & ASSOCIATES TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROPERTY BOUNDARY CENTERLINE OF ROAD ADJACENT PROPERTY LINE PUBLIC RIGHT-OF-WAY SETBACK LINE EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPOSED DIRECTION OF FLOW PROPOSED 6" PCC CURB AND GUTTER PROPOSED SAWCUT OF EXISTING PAVEMENT PROPOSED PCC PAVEMENT* PROPOSED TRENCH RESURFACING PROPOSED GRIND AND OVERLAY EXISTING FENCE EXISTING WATER MAIN (SIZE PER PLAN) EXISTING SEWER MAIN (SIZE PER PLAN) EXISTING GAS MAIN (SIZE PER PLAN) PROPOSED 1" IRRIGATION WATER SERVICE, METER, AND BACKFLOW PROPOSED 2" DOMESTIC WATER SERVICE, METER, AND BACKFLOW PROPOSED 4" FIRE WATER SERVICE AND BACKFLOW PROPOSED 6" PVC SEWER LATERAL WITH CLEANOUT PROPOSED 8" PVC SEWER MAIN PROPOSED PCC DRIVEWAY APRON (WIDTH PER PLAN) PROPOSED MODIFIED 3"X2' CURB OUTLET PROPOSED 4" AC OVER 6" CLASS II AB EXISTING SEWER MANHOLE REHAB CARLSBAD S-7 CARLSBAD W-9 CARLSBAD W-4, W-6 CARLSBAD W-3, W-6 SDRSD G-2* 250 SF 80 LF 1 EA 1 EA 1 EA 1 EA 75 LF SDRSD G-14B*220 SF SDRSD G-7* PLSA 3729J:\ACTIVE JOBS\3729 RINCON 330 CHINQUAPIN\CIVIL\DRAWING\IMPROVEMENT PLANS\3729-CV-IP-01-TITLE.DWG CARLSBAD GS-26, GS-28 250 LF SDRSD D-25 1 EA 2002 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. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 *CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER)(760)438-2722 *SAN DIEGUITO WATER DISTRICT (760)633-2650 *LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 *OLIVENHAIN WATER DISTRICT (760)753-6466 * BUENA SANITATION DISTRICT (760)726-1340 x1330 * AS APPROPRIATE 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 LUMINAIRES 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. 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. 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. 198 LF 1,775 LF 245 SF 1 EA 03/21/2023 DocuSign Envelope ID: 4CA52C13-87FA-4D32-9010-974A7AE4AA05 3/30/2023 THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO 7456 DATED JULY 20, 2022 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 6. SOILS REPORT AND RECOMMENDATIONS BY GEOTECHNICAL EXPLORATION, INC: JOB. NO. 21-13506 DATED 10/28/21 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED _________ 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED________ 10. STORM WATER POLLUTION PREVENTION PLAN (TIER 2) PREPARED BY: ___________ , SEE SHEETS 5-6., DWG 538-7 11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY: ___________ DATED: _______________ 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL PLSA PLSA N/A MAY 5, 2022 N/A AM APPROVED: GENERAL NOTES STREET NOTES SEWER NOTES WATER NOTES SIGNING AND STRIPING NOTES V \_ / VICINITY MAP PROJECT ADDRESS WORK TO BE DONE DESCRIPTION LEGEND STD. SYMBOL QUANTITY -------- ABBREVIATION LEGEND DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-3) - OWNER'S CERTIFICATE SOURCE OF TOPOGRAPHY ROJECT LOCATION =p ~QfESS/ "-.t-~~DRtit ,f; ~ "' No. 86542 Exp. 03/31/2 C/V\\. OF er,.\.\~ STRUCTURAL (POST CONSTRUCTION) BMP TABLE STORM WATER R[QUIR[M[NTS THAT APPLY [X[MPT FROM TRASH CAPTURE? ~ STANDARD STORM WATER REQUIREMENTS PRIORITY PROJECT R[OUIREMENTS ~ Y[S NO REFERENCE DRAWINGS INDEX OF SHEETS OWNER INFORMATION LEGAL DESCRIPTION BENCH MARK BASIS OF BEARINGS [X[MPT FROM HYDROMOOIFICA TION? ~ Y[S NO TYPE DESCRIPTION OWNERSHIP MAINTENANCE DWG 538-7A MAIN TEN AN CE AGREEMENT SHEET NO. FREQUENCY DAlE INITIAL ENGINEER OF WORK = 64 ----64 ---- (777777777771 ·•·· •·· •••.••• ·-· 1 DEVELOPER w w --w ~ --w ~ -w --w ~ --s --s --o --s--s-- J.-----------,_l 0 PASCO LARET SUITER & ASSOCIATES P.E. EXP. San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com I SHEET I I SHEETS I CITY OF CARLSBAD ENGINEERING DEPARlMENT IMPROVEMENT PLANS FOR: TITLE SHEET JASON S. GELOERT ENGINEERING MANAGER RCE 63912 ElCP.9/30/24 DAlE I PROJECT NO. I DRAWING NO. DAlE INITIAL DAlE INITIAL RVWD BY: REVISION DESCRIPTION DlHER APPROVAL QlY APPROVAL CHKD BY: DocuSign Envelope ID: FADFCB1C-B074-4920-BE27-132C78AE4BA8 6/12/2023 CHINQUAPIN COASTAL HOMES 330 CHINQUAPIN AVENUE PUD 2021-0010 PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 19 1 1 S A N D I E G O A V E N U E , S A N D I E G O C A 9 2 1 1 0 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 CT 2021-0005 "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: 3 ROW 2022-0442 538-7GRAPHIC SCALE: 1" = 10' 0 10 20 30 CONSTRUCTION NOTES 3" GRIND AND OVERLAY OF AC PAVEMENT AC SAWCUT PER DETAIL THIS SHEET CONSTRUCT 20' WIDE PCC DRIVEWAY APRON PER SDRSD G-14B AND CITY OF CARLSBAD GS-12 CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07 LIMITS OF PROPOSED GRIND AND OVERLAY TRENCH RESURFACING OF AC PAVEMENT PER CITY OF CARLSBAD GS-26,GS-28 CONSTRUCT MODIFIED 3" X 2' CURB OUTLET PER SDRSD D-25; SEE DETAIL THIS SHEET CALTRANS SIGHT DISTANCE / VIEW CORRIDER PER CALTRANS HIGHWAY DESIGN MANUAL AND CITY OF CARLSBAD STANDARDS INSTALL 6" SEWER CLEANOUT WITH 12" CAST IRON LID PER CITY OF CARLSBAD S-7 SEWER MANHOLE REHABILITATION PER CITY OF CARLSBAD S-1A INSTALL 1" IRRIGATION WATER SERVICE, METER, AND BACKFLOW PER CITY OF CARLSBAD STANDARD W-3, W-6; HOT TAP 12" MAIN FOR 1" IRRIGATION WATER SERVICE. INSTALL 2" DOMESTIC WATER SERVICE, METER, AND BACKFLOW PER CITY OF CARLSBAD STANDARD W-4, W-6; HOT TAP 12" MAIN FOR 2" DOMESTIC WATER SERVICE 8 9 10 11 12 STREET CENTER LINE DATA TABLE LINE LENGTH DELTA/BEARING RADIUS 827.34' N 55°58'27" E - J:\ACTIVE JOBS\3729 RINCON 330 CHINQUAPIN\CIVIL\DRAWING\IMPROVEMENT PLANS\3729-CV-IP-02-IMPR.DWG PLSA 3729 UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. ALL EXISTING MONUMENTS TO BE PROTECTED IN PLACE. ANY MONUMENTS DESTROY DURING CONSTRUCTION SHALL BE REPLACED BY A LICENSED SURVEYOR AND PROPER DOCUMENTATION SHALL BE FILED WITH THE COUNTY RECORDER ADDITIONAL NOTES 1. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMATION. 2. ALL ONSITE WATER, SEWER AND STORM DRAIN FACILITIES TO BE PRIVATELY MAINTAINED. 3. REMOVE EXISTING WATER SERVICES PER CITY OF CARLSBAD STANDARD SPECIFICATION 15000-3.12.A. REMOVE EXISTING SEWER LATERALS PER CITY OF CARLSBAD STANDARD SPECIFICATION 15000-3.12A 4. CONTRACTOR TO HOT TAP 12" MAIN FOR ALL WATER SERVICE CONNECTIONS TO THE SATISFACTORY OF THE CITY ENGINEER. CONTRACTOR TO CONTACT CITY ENGINEER WHEN 12" MAIN CANNOT BE HOT TAPPED. 5. CONTRACTOR TO RECONNECT ALL EXISTING SEWER LATERALS PER CITY OF CARLSBAD STANDARDS AFTER UP SIZING OF EXISTING 6" VC SEWER MAIN TO 8" PVC MAIN IS COMPLETE. TYPICAL DETAIL - AC PAVEMENT SAWCUT PLAN VIEW - PUBLIC IMPROVEMENTS SCALE: 1" = 10' NOT TO SCALE TYPICAL DETAIL - CHINQUAPIN AVENUE NOT TO SCALE 1 2 3 4 5 6 7 INSTALL 6" FIRE WATER SERVICE W/ 6" GV, SERVICE AND BACKFLOW PER CITY OF CARLSBAD STANDARD W-9; HOT TAP 12" MAIN FOR 6" FIRE WATER SERVICE EXISTING SECONDARY UTILITY POLE TO BE REMOVED & ASSOCIATED OVERHEAD UTILITIES SERVING SUBJECT PROJECT TO BE REMOVED OR RELOCATED UNDERGROUND 13 6+00 7+00 30 CL 34 CL 38 CL 42 CL 46 CL PROFILE VIEW - CHINQUAPIN AVENUE SCALE: 1" = 10' HORIZONTAL; 1" = 4' VERTICAL NOTE: ONSITE IMPROVEMENTS SHOWN HERON FOR REFERENCE ONLY; REFER TO SEPARATE PRECISE GRADING PLAN DWG 538-7A FOR CONSTRUCTION TYPICAL DETAIL - MODIFIED CURB OUTLET NOT TO SCALE 6+50 50 CL 30 CL 34 CL 38 CL 42 CL 46 CL 50 CL 5+50 6+00 7+00 40 EL 44 EL 48 EL 52 EL 6+505+50 40 EL 44 EL 48 EL 52 EL PROFILE VIEW - SEWER LATERAL SCALE: 1" = 10' HORIZONTAL; 1" = 4' VERTICAL PROFILE VIEW - CHINQUAPIN AVENUE TC LT SCALE: 1" = 10' HORIZONTAL; 1" = 4' VERTICAL 34 EL 38 EL 42 EL 46 EL 50 EL 34 EL 38 EL 42 EL 46 EL 50 EL SEWER MAIN DATA TABLE - 8" PUBLIC SEWER MAIN LINE LENGTH DELTA/BEARING RADIUS 198.76' N 55°58'27" E - SLOPE 4.4% REMARKS 8" SDR-35 PVC1 1 PROPOSED EASEMENTS INDICATES AN EASEMENT FOR PUBLIC PEDESTRIAN ACCESS PURPOSES TO THE CITY OF CARLSBAD PER FINAL MAP 1 MA T C H L I N E S E E S H E E T 3 MA T C H L I N E S E E S H E E T 3 CURB DATA TABLE LINE LENGTH DELTA/BEARING 69.97'N 55°58'27" E REMARKS 6" C&G PER SDRSD G-21 14 2 X X X X 3' W O O D F E N C E 8' W R O U G H T I R O N 53 52 50 49 49 48 47 45 FL = 4 8 . 4 9 FL = 4 8 . 2 7 FL = 4 7 . 4 0 FL = 4 6 . 2 0 FL = 4 6 . 1 4 FL = 4 5 . 3 0 FL = 4 4 . 5 9 FL = 4 4 . 4 5 FL = 4 3 . 9 8 FL = 4 3 . 3 4 FL = 4 2 . 9 2 FL = 4 2 . 6 6 TC = 4 8 . 9 5 TC = 4 8 . 7 4 TC = 4 7 . 8 5 TC = 4 6 . 2 6 TC = 4 6 . 6 8 TC = 4 5 . 3 8 TC = 4 4 . 7 4 TC = 4 4 . 9 0 TC = 4 4 . 1 4 TC = 4 3 . 4 8 TC = 4 3 . 0 8 TC = 4 3 . 1 1 OE OE OE OE OE OE OE OE OE OE OE OE CO M M P O S T SIDEWALK DRIVEWAY ENTRANCE DRIVEWAY ENTRANCE WALKWAY WA L K W A Y 46 . 7 47 . 2 49 . 4 49 . 5 49 . 1 49 . 1 49 . 4 49 . 549 . 4 49 . 7 49 . 4 49 . 4 49 . 4 49 . 3 49 . 3 49 . 4 OE OE OE X W W W W WMWM W W W W W W S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G S W W W SD SD SD SD SD SD G G G G SSSSSSSSSS S S S S S S S S S S S S W S S S 330 CHINQUAPIN AVENUE (SEE DWG 538-7A FOR ONSITE IMPROVEMENTS) 45.47 FS 46.94 FS 45.40 FS 46.41 FL 44.87 FL 20.0' DWY 8. 5 ' 16 . 5 ' 25 . 0 ' 5. 0 ' 47.06 FS 4. 5 ' 5. 0 ' EX. 1" HP GAS 6 4 EX SSMH RIM 48.4 IE 36.5± EX OVERHEAD UTILITIES TO REMAIN EX PCC WALK CURB & GUTTER TO REMAIN EX OVERHEAD UTILITIES TO REMAIN EX PCC WALK CURB & GUTTER TO REMAIN EX PCC DWY TO REMAIN 5. 5 ' SIGHT DISTANCE L = 150 FT (VM = 20 MPH) 1 16 . 5 ' SIGHT DISTANCE L = 150 FT (VM = 20 MPH) 1 (48.0 TW) 45.2 BW 6 6 6+00 7+00 ST A . 6 + 0 2 . 3 6 ~ 1 0 . 0 ' R T AB A N D O N E X I S T I N G WA T E R S E R V I C E ; S E E NO T E 3 T H I S S H E E T ST A . 6 + 0 8 . 6 3 ~ 1 4 . 0 ' R T CO N N E C T T O W A T E R MA I N ST A . 6 + 3 4 . 9 3 ~ 1 4 . 0 ' R T CO N N E C T T O W A T E R MA I N ST A . 6 + 3 7 . 4 4 ~ 1 4 . 0 ' R T CO N N E C T T O W A T E R MA I N ST A . 6 + 5 8 . 9 6 ~ 0 . 0 ' CO N N E C T T O 6 " P V C S E W E R L A T E R A L TO S E W E R M A I N ; ( 3 4 . 1 I E @ M A I N ) ; (3 5 . 3 I E @ L A T E R A L ) ST A . 6 + 5 3 . 9 6 ~ 1 6 . 5 ' L T CL O F N E W 2 0 ' P C C DR I V E W A Y ST A . 6 + 1 9 . 3 3 ~ 1 0 . 0 ' L T AB A N D O N E X . G A S SE R V I C E A N D M E T E R ST A . 6 + 4 0 . 9 6 ~ 1 6 . 5 ' L T MA T C H T O E X I S T I N G C & G ; 4 7 . 0 2 T C ; 4 6 . 5 2 F L ST A . 6 + 6 6 . 9 6 ~ 1 6 . 5 ' L T MA T C H T O E X I S T I N G C & G ; 4 5 . 1 3 T C ; 4 4 . 6 3 F L 47.03 FS ST A . 6 + 6 8 . 6 5 ~ 1 6 . 5 ' L T CO N S T R U C T C U R B O U T L E T ; ( 4 4 . 4 I E ) 1 25 . 0 ' 50 . 0 ' 6 2 8 8 2.5'PL ST A . 6 + 0 4 . 9 6 ~ 0 . 0 ' EX I S T I N G S E W E R M H T O B E RE H A B I L I T A T E D ; B E G I N U P S I Z I N G OF E X I S T I N G 6 " V C P S E W E R M A I N TO 8 " P V C S E W E R M A I N 2. 0 % 9. 7 % ST A . 6 + 7 1 . 0 4 ~ 1 7 . 9 8 ' L T EX I S T I N G P O W E R P O L E T O BE P R O T E C T E D I N P L A C E ST A . 5 + 9 9 . 1 9 ~ 2 2 . 4 5 ' L T EX I S T I N G S E C O N D A R Y UT I L I T Y P O L E T O B E RE M O V E D ST A . 5 + 9 9 . 9 6 ~ 1 6 . 5 ' L T BE G I N P C C C & G IM P R O V E M E N T S ; M A T C H TO E X I S I T N G ( 4 8 . 5 0 T C ) ; (4 8 . 0 3 F L ) 2. 0 % ST A . 6 + 0 0 ~ 0 . 0 ' R T (4 8 . 4 4 F S ) ST A . 7 + 0 0 ~ 0 . 0 ' R T (4 2 . 4 6 F S ) EX. 6" AC WATER MAIN PER DWG 146-6 EX. 12" AC WATER MAIN PER DWG 159-9 5 5 ST A . 6 + 6 9 . 9 3 ~ 1 6 . 5 ' L T EN D P C C C & G I M P R O V E M E N T S ; MA T C H T O E X I S T I N G ( 4 4 . 9 0 T C ) ; (4 4 . 4 0 F L ) PROP. WATER METERS PROP. BACKFLOW PROP. BACKFLOW ST A . 5 + 9 9 . 9 6 ~ 2 0 . 0 ' L T MA T C H T O E X I S T I N G ; (4 8 . 5 4 F S ) 6" VC SWR @ 4.4% (DWG 146-6 ) TO REMAIN ST A . 6 + 7 3 . 9 7 ~ 2 3 . 8 0 ' L T MA T C H T O E X I S T I N G ; (4 4 . 6 1 F S ) 6 PROP. 8" PVC SEWER MAIN UP SIZING; 198.76 LF @4.4%1 5.0' CHINQUAPIN AVENUE 1 ST A . 6 + 7 2 . 8 4 ~ 1 4 . 0 ' R T EX I S T I N G F I R E HY D R A N T T O R E M A I N PARCEL 1 PARCEL MAP 1313 APN: 206-020-27 6 ST A . 6 + 1 7 . 7 7 ~ 0 . 0 ' EX . S E W E R L A T E R A L T O B E RE M O V E D GU T T E R L I N E SA W C U T L I N E 3.0' MIN 2.0' MIN PROPOSED 6" PCC CURB & GUTTER TO REMAIN STRUCTURAL SECTION 4" AC OVER 6" CLASS II AB OVER NATIVE SUBGRADE COMPACTED TO 95% REL. COMP. COLD PLAN AND OVERLAY (3" MIN. DEPTH) TO PROVIDE SMOOTH TRANSITION EXISTING AC PAVEMENT CLROW 16.5' 25.0' 8.5' PKWY PROPOSED PCC SIDEWALK PROP. 6" PCC CURB & GUTTER 2% MAX VARIES 5.5'3.0' 8.5' PKWY 16.5' VARIES VARIES 25.0' EXISTING PCC SIDEWALK TO REMAIN EXISTING 6" PCC CURB & GUTTER TO REMAIN EX. 1" HP GAS EX. 6" VC SWR (DWG 146-6)EX. 12" AC WTR (DWG 159-9) EX. 6" AC WTR (DWG 146-6B) ROW PROJECT SITE 3" GRIND & OVERLAY 4" AC OVER 6" BASE SEE DETAIL, THIS SHEET 1.5' PROP PED ESMT 0.5'0.5' 2.0' 3.0' 3" 6" MODIFIED 3" X 2' CURB OUTLET PER SDRSD D-25 EXISTING POWER POLE TO REMAIN6+ 0 0 . 0 0 (4 8 . 4 4 F S ) 6+ 5 0 . 0 0 (4 6 . 3 1 F S ) 7+ 0 0 . 0 0 (4 2 . 4 6 F S ) 6" VC SEWER MAIN @1.8% PER DWG 146-6 PROPOSED 8" PVC SEWER MAIN @4.4% TOP OF 6" AC WATER MAIN PER DWG 146-6 APPROX. EXISTING GRADE OF CENTERLINE ST A . 6 + 5 8 . 9 6 ~ 0 . 0 ' CO N N E C T 6 " P V C S E W E R L A T E R A L TO 8 P V C S E W E R M A I N ; (3 4 . 1 I E @ M A I N ) ; 3 5 . 3 I E @ L A T E R A L (3 6 . 5 I E ) APPROX. LOCATION TOP OF 1" HP GAS MAIN ST A . 6 + 0 2 . 3 6 ~ 1 0 . 0 ' R T AB A N D O N E X I S T I N G WA T E R S E R V I C E ST A . 6 + 0 8 . 6 3 ~ 1 0 . 0 ' R T CO N N E C T T O W A T E R MA I N ST A . 6 + 3 4 . 9 3 ~ 1 0 . 0 ' R T CO N N E C T T O W A T E R MA I N ST A . 6 + 3 7 . 4 4 ~ 1 0 . 0 ' R T CO N N E C T T O W A T E R MA I N ST A . 6 + 0 4 . 9 6 ~ 0 . 0 ' EX I S T I N G S E W E R MH T O B E RE H A B I L I T A T E D ; BE G I N U P S I Z I N G OF E X I S T I N G 6 " V C P SE W E R M A I N T O 8 " PV C S E W E R M A I N (4.4%) (1.8%) (7.7%) (5.2%) (2.2%) ST A . 5 + 9 9 . 9 6 ~ 1 6 . 5 ' R T BE G I N P C C C & G IM P R O V E M E N T S ; M A T C H TO E X I S T I N G ( 4 8 . 5 0 T C ) ; (4 8 . 0 0 F L ) ST A . 6 + 4 0 . 9 6 ~ 1 6 . 5 ' R T 47 . 0 2 T C ; 4 6 . 5 2 F L GR A D E B R E A K ST A . 6 + 4 3 . 9 6 ~ 1 6 . 5 ' R T 46 . 4 1 F L ST A . 6 + 6 3 . 9 6 ~ 1 6 . 5 ' R T 44 . 9 6 F L ST A . 6 + 6 6 . 9 6 ~ 1 6 . 5 ' R T 45 . 1 3 T C ; 4 4 . 7 1 F L ST A . 6 + 6 6 . 9 6 ~ 1 6 . 5 ' R T EN D P C C C & G IM P R O V E M E N T S ; M A T C H TO E X I S T I N G ( 4 4 . 9 0 T C ) ; (4 4 . 4 0 F L ) 6+ 0 0 . 0 0 (4 8 . 5 0 F S ) 7+ 0 0 . 0 0 (4 2 . 3 7 F S ) 3.6% 7.8% ST A . 6 + 5 3 . 9 6 ~ 1 6 . 5 ' R T CL O F N E W P C C D R I V E W A Y 45 . 6 4 F L EXISTING TOP OF CURB PROP. TOP OF CURB 6+ 5 0 . 0 0 (4 5 . 9 5 F S ) PROP. FLOW LINE 7.8% EXISTING FLOWLINE (3.2%) (9.0%) APPROX. LOCATION OF EXISTING 1" HP GAS MAIN; CONTRACTOR TO VERIFY LOCATION IN THE FIELD PROP. 6" SEWER LATERAL; 35.3 IE EXISTING GRADE AT CENTER LINE OF PROPOSED 6" PVC SEWER LATERAL PROP. PCC DRIVEWAY 9.7% 2.0% 8" P V C S E W E R MA I N ; ( 3 4 . 1 I E ) ST A . 6 + 5 8 . 9 6 ~ 2 6 . 5 0 ' L T 45 . 8 7 F S 2.0% ST A . 6 + 5 8 . 9 6 ~ 0 . 0 ' L T (4 5 . 2 F S ) PL CL ST A . 6 + 5 8 . 9 6 ~ 2 8 . 0 0 ' L T 6" C L E A N O U T ; 4 5 . 9 R I M DocuSign Envelope ID: 4CA52C13-87FA-4D32-9010-974A7AE4AA05 AM APPROVED: I I I ' -, ' -, ' -, _l _l _J J i ' . I -' J I t I I I ' ' ' l I i_-, 7 -- -. 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I ---------:-----+--f--~r1--f-_____::::rt1TTTT1 / I I I 0 0 0 0 0 0 0 I I I 7 I I _j_ _l 0 0 0 0 0 0 0 □ PASCO LARET SUITER & ASSOCIATES San Diego I Solana Beach I Ora_nge County Phone 858.259.8212 I www.plsaengmeenng.com EXP. --- I SHEET I CITY OF CA ~====l====f=============================t====t====f====f===~ ENGINEERING DEPARlMENT ~ IMPROVEMENT PLANS FOR: ISBAD I SHEETS I ~===t==+=======----========j===t==+===t==l RCE 83912 ElCP.9/30/24 DA1E LEN~Gl~N~EER~IN;G~M~ANA::GER=jr=7~~~~~=liffil~~~~ ~==+=~~====--=======t.~~;,;;::~;+i;,;;ci;: I PROJECT No. I DRAWING No. I-DA1E IN111AL RVWD BY: ----I ai, DA1E IN111AL DA1E INITIAL N a1Y APPROVAL CHKD BY: REVISION DESCRIPTIO OlHER APPROVAL ENGINEER OF WORK DocuSign Envelope ID: FADFCB1C-B074-4920-BE27-132C78AE4BA8 6/12/2023 CHINQUAPIN COASTAL HOMES 330 CHINQUAPIN AVENUE PUD 2021-0010 PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 19 1 1 S A N D I E G O A V E N U E , S A N D I E G O C A 9 2 1 1 0 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 CT 2021-0005 "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: 3 ROW 2022-0442 538-7GRAPHIC SCALE: 1" = 10' 0 10 20 30 STREET CENTER LINE DATA TABLE LINE LENGTH DELTA/BEARING RADIUS 827.34' N 55°58'27" E - J:\ACTIVE JOBS\3729 RINCON 330 CHINQUAPIN\CIVIL\DRAWING\IMPROVEMENT PLANS\3729-CV-IP-03-IMPR.DWG PLSA 3729 UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. ALL EXISTING MONUMENTS TO BE PROTECTED IN PLACE. ANY MONUMENTS DESTROY DURING CONSTRUCTION SHALL BE REPLACED BY A LICENSED SURVEYOR AND PROPER DOCUMENTATION SHALL BE FILED WITH THE COUNTY RECORDER PLAN VIEW - PUBLIC IMPROVEMENTS SCALE: 1" = 10' 30 CL 34 CL 38 CL 42 CL 46 CL PROFILE VIEW - CHINQUAPIN AVENUE SCALE: 1" = 10' HORIZONTAL; 1" = 4' VERTICAL NOTE: ONSITE IMPROVEMENTS SHOWN HERON FOR REFERENCE ONLY; REFER TO SEPARATE PRECISE GRADING PLAN DWG 538-7A FOR CONSTRUCTION 50 CL 30 CL 34 CL 38 CL 42 CL 46 CL 50 CL 7+00 SEWER MAIN DATA TABLE - 8" PUBLIC SEWER MAIN LINE LENGTH DELTA/BEARING RADIUS 198.76' N 55°58'27" E - SLOPE 4.4% REMARKS 8" SDR-35 PVC1 1 PROPOSED EASEMENTS INDICATES AN EASEMENT FOR PUBLIC PEDESTRIAN ACCESS PURPOSES TO THE CITY OF CARLSBAD PER FINAL MAP 1 MA T C H L I N E S E E S H E E T 2 MA T C H L I N E S E E S H E E T 2 26 CL 22 CL 26 CL 22 CL 7+50 8+00 8+50 3 CONSTRUCTION NOTES 3" GRIND AND OVERLAY OF AC PAVEMENT AC SAWCUT PER DETAIL THIS SHEET CONSTRUCT 20' WIDE PCC DRIVEWAY APRON PER SDRSD G-14B AND CITY OF CARLSBAD GS-12 CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07 LIMITS OF PROPOSED GRIND AND OVERLAY TRENCH RESURFACING OF AC PAVEMENT PER CITY OF CARLSBAD GS-26,GS-28 CONSTRUCT MODIFIED 3" X 2' CURB OUTLET PER SDRSD D-25; SEE DETAIL THIS SHEET CALTRANS SIGHT DISTANCE / VIEW CORRIDER PER CALTRANS HIGHWAY DESIGN MANUAL AND CITY OF CARLSBAD STANDARDS INSTALL 6" SEWER CLEANOUT WITH 12" CAST IRON LID PER CITY OF CARLSBAD S-7 SEWER MANHOLE REHABILITATION PER CITY OF CARLSBAD S-1A INSTALL 1" IRRIGATION WATER SERVICE, METER, AND BACKFLOW PER CITY OF CARLSBAD STANDARD W-3, W-6; HOT TAP 12" MAIN FOR 1" IRRIGATION WATER SERVICE. INSTALL 2" DOMESTIC WATER SERVICE, METER, AND BACKFLOW PER CITY OF CARLSBAD STANDARD W-4, W-6; HOT TAP 12" MAIN FOR 2" DOMESTIC WATER SERVICE 8 9 10 11 12 1 2 3 4 5 6 7 INSTALL 6" FIRE WATER SERVICE W/ 6" GV, SERVICE AND BACKFLOW PER CITY OF CARLSBAD STANDARD W-9; HOT TAP 12" MAIN FOR 6" FIRE WATER SERVICE EXISTING SECONDARY UTILITY POLE TO BE REMOVED & ASSOCIATED OVERHEAD UTILITIES SERVING SUBJECT PROJECT TO BE REMOVED OR RELOCATED UNDERGROUND 13 14 ADDITIONAL NOTES 1. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMATION. 2. ALL ONSITE WATER, SEWER AND STORM DRAIN FACILITIES TO BE PRIVATELY MAINTAINED. 3. REMOVE EXISTING WATER SERVICES PER CITY OF CARLSBAD STANDARD SPECIFICATION 15000-3.12.A. REMOVE EXISTING SEWER LATERALS PER CITY OF CARLSBAD STANDARD SPECIFICATION 15000-3.12A 4. CONTRACTOR TO HOT TAP 12" MAIN FOR ALL WATER SERVICE CONNECTIONS TO THE SATISFACTORY OF THE CITY ENGINEER. CONTRACTOR TO CONTACT CITY ENGINEER WHEN 12" MAIN CANNOT BE HOT TAPPED. 5. CONTRACTOR TO RECONNECT ALL EXISTING SEWER LATERALS PER CITY OF CARLSBAD STANDARDS AFTER UP SIZING OF EXISTING 6" VC SEWER MAIN TO 8" PVC MAIN IS COMPLETE. FL = 4 0 . 8 2 TC = 4 1 . 2 5 OE 40 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G 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 S S EX PCC WALK CURB & GUTTER TO REMAIN 8+00 8 BE P R O T E C T E D I N P L A C E EX. 6" AC WTR (DWG 146-6B) EX. 12" AC WTR (DWG 159-9) PROP. 8" PVC SEWER MAIN UP SIZING; 198.76 LF @4.4% ST A . 8 + 0 3 . 7 3 ~ 0 . 0 ' R T EX I S T I N G S E W E R M H T O B E RE H A B I L I T A T E D ; E N D U P SI Z I N G O F E X I S T I N G 6 " V C P SE W E R T O 8 " P V C S E W E R MA I N ; ( 3 7 . 5 R I M ) ; ( 2 7 . 8 I E ) EX PCC WALK CURB & GUTTER TO REMAIN 6 1 1 EX. 6" AC WATER MAIN PER DWG 146-6 EX. 12" AC WATER MAIN PER DWG 159-9 EX. 1" HP GAS CHINQUAPIN AVENUE 25 . 0 ' 8. 5 ' 16 . 5 ' 50 . 0 ' 16 . 5 ' 25 . 0 ' 41 39 38 37 ST A . 8 + 4 7 . 3 3 ~ 1 7 . 4 8 ' L T EX I S T I N G P O W E R P O L E T O BE P R O T E C T E D I N P L A C E ROW ROW ROW ROW PARCEL 1 PARCEL MAP 1313 APN: 206-020-27 PARCEL 2 PARCEL MAP 2146 APN: 206-020-34 PARCEL 1 PARCEL MAP 2146 APN: 206-020-24 ST A . 6 + 5 8 . 9 6 ~ 0 . 0 ' EX I S T I N G S E W E R M H T O B E RE H A B I L I T A T E D ; E N D U P S I Z I N G O F 6 " VC P S E W E R T O 8 " P V C S E W E R M A I N ; (3 7 . 5 R I M ) (2 7 . 8 I E ) 7+ 5 0 . 0 0 (3 9 . 2 4 F S ) 8+ 0 0 . 0 0 (3 7 . 6 2 F S ) 8+ 5 0 . 0 0 (3 7 . 1 5 F S ) (~1.7%) 8" VC SEWER MAIN @~1.7% PER DWG 146-6 (6.4%) (3.2%) (0.9%) APPROX. EXISTING GRADE OF CENTERLINE TOP OF 6" AC WATER MAIN PER DWG 146-6 APPROX. LOCATION TOP OF 1" HP GAS MAIN PROPOSED 8" PVC SEWER MAIN @4.4% DocuSign Envelope ID: 4CA52C13-87FA-4D32-9010-974A7AE4AA05 AM APPROVED: ' ' ' ' ' --- ---- I I ' ' -- -1--1--1--1----+---+---1-· - - ---+--+--+- -1--1--1--1------- - -+----11---t- -1--1--1--1---r--+---+---1-·-----+--+--+- -,__ ,__ ,__ 1-------- - -+----11---t- -t--t--t--I-----f--- - -t-----11---t- -I-- I-- I--I--f--f--f--f--- - -t-----11---t- -,__ ,__ ,__ 1-----f--- - -+----11-~- -1--1--1--1--f--f--f--f--- - -+----11---t- -1--1--1--1----+---+---1-· - - ---+--+--+- -1--1--1--1------- - - -1--1--1--1--r--r--·---- -,__ ,__ ,__ 1------- - -+----11---t- ' I I ' ' I ' I I ' ' I I I I I I I I --- -I --- -I --- -- - - - - -I-- I-- I--I--f--f--f---- I I --- ----_,_ --_,_ ->-______ ,__,__,__I-->-->-->--- - ' I I I ' I I I I ' ' I - - - -1--1--1--1----- I --1--1--1--1--t----+--+--+- - -,__ ,__ ,__ ,__ L - - -t--t--t--I--t-- I I - -I-- I-- I-- I-- - -,__ ,__ ,__ 1-->--f--- - - - - - - - -1--1--1--1--------- ' - -1--1--1--1------------ - -1--1--1--1------------ I --1--1--1--1--r--r--·----- - - - -----------------+-----,---+- I I 1--1-----+---1-- - - - --1--1--1--+--+--1- - - - - --1-1-1-+----1--t- I ----=----- r-t--+-t--;-,-__j_ ---L. ,=-i- I 1--1--f--f--f--f--- - - - _LL 1--1---- 1--1--f--f--f-- I I I I =-' ' I r ·----- - - - -1--1--1-- I I I I I I -----------------+----1---t- I ---------1--1--1--1-----+--1-- - - - - - -1--1--1--1------- - -+----11- ~+--->-·----- - -------t t t t t I I ' ' ' I-+---1-· - - - ---+--1-+-- ·----- - I I I I 1--1--1--1--r--r--r-- -,__ ,__ ----- - -+----1- f71 t--t--t--t-----I - - -t--t-----f--- - - _l_ /_]_ I----;-I \. +----'F =--1--=----;:----=--~ -=-~ I-~, tt }tt I-I-f--f--f--f--- - -+----+- I I I I I I ! 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I --- - - - - - -_,__,__,__ __ -- 1-+---I-·----- - - - -1--1--1--1----- ' ( '\, '\, ' , ___ _ -,. ,- -.... -... ' ® I 1---1---1---1---"" I I - - - - -_,__,__,__1--1- I I - - - - --1--1--1--1--1- ------------ I ' 0 0 0 0 0 I 0 0 0 0 □ 0 I I PASCO LARET SUITER & ASSOCIATES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com P.E. __ _ EXP. l-------il-----+------------+---+----+---+-----11 SHEET I CITY OF CARI.SBAD I SHEETS I ENGINEERING DEPARlMENT ;:==::....::::=========::...::::=:::; /1\. DA1E INITIAL DA1E INITIAL DA1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL ClY APPROVAL IMPROVEMENT PLANS FOR: ENGINEERING MANAGER RVWD BY: ---1 I CHKD BY: . CHINQUAPIN IMPR. JASON S. GELDERT RCE 83912 ElCP.9/30/24 DA1E PROJECT NO. I DRAWING NO. DocuSign Envelope ID: FADFCB1C-B074-4920-BE27-132C78AE4BA8 6/12/2023