2022-021438 G (Plans)EL PORTAL ST.LA MESA AVE.HIGHWAY 101SITEPASCO LARET SUITER & ASSOCIATES
1911 SAN DIEGO AVENUE
SAN DIEGO, CA 92110
(858) 259-8212 BMP PROJECT STATUSSTANDARDENCINITAS FIRE DEPARTMENTSAN DIEGUITO WATER DISTRICTPARKS AND RECREATIONPLANNING DIVISIONPUBLIC WORKSSIGNDATEDATESIGNSIGNDATESIGNDATEDATEINT.INSPECTORREVIEWERPLANNINGPUBLIC WORKSTYLER G LAWSON DATEPRINCIPAL ENGINEER DATEAS-BUILT APPROVALSLDEV-021438-2022PLANNING CASE NO: CDP-004803-2021 (LOT 43) & CDP-004804-2021 (LOT 44)EL PORTALENCINITAS, CA 92024APN: 256-293-37GRADING PLAN FOR:RECOMMENDED:APPROVEDMICHAEL STRIZICJILL T. BANKSTONPRINCIPAL ENGINEERCITY ENGINEERDATEDATEDATE: JUNE 20, 2022R.C.E. NO.: 80356EXP.: 12/31/24 TYLER G LAWSONPLANS PREPARED UNDER SUPERVISION OFTGLBKCHECKED BY:DRAWN BY:DESIGNED BY:DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: DATUM: NAVD88DATEAPPROVEDDESCRIPTIONCHANGE NO.BENCHMARKENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTSHEET OF 8DRAWING NO.2.5-IN BRASS DISK IN WELL MOMUMENTAT THE INTERSECTION OF SOUTH EL PORTALAND LA MESA BLVD. CONTROL SURVERY 18416 PT NO. 102560.601 FTBKPLSA 35901LEGAL DESCRIPTIONLOT 43, BLOCK "J" OF SEASIDE GARDENS, ACCORDING TOMAP THEREOF NO. 1800, FILED IN THE OFFICE OF THECOUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 8, 1924.LOT 44, BLOCK "J" OF SEASIDE GARDENS, ACCORDING TOMAP THEREOF NO. 1800, FILED IN THE OFFICE OF THECOUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 8, 1924.SOILS ENGINEER'S CERTIFICATEI, JAIME CERROS A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIEDSOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BYME OR UNDER MY DIRECTION ON 6/23/2021. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MYRECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADINGPLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED INTHE GRADING PLANS AND SPECIFICATIONS.SIGNED: RCE NO.: 34422 / GE NO. 2007EXP. DATE: 9/30/2023JOB #: 21-13233GEOTECHNICAL EXPLORATION, INC.7420 TRADE STREETSAN DIEGO, CA 92121(858) 549-7222STATEMENT OF ENGINEER OF WORK - DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-4)THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLYACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THEWORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TOTHE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEWPERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT ADETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND ITTHEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON.THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEESFROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEERAND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUTOF THE WORK PERFORMED BY THE ENGINEER.SIGNATURE: DATE: 06/21/2023TYLER LAWSONPASCO, LARET, SUITER & ASSOCIATES1911 SAN DIEGO AVENUESAN DIEGO, CA 92110(858) 259-8212R.C.E. 80356 EXPIRATION 12/31/2024OWNER'S CERTIFICATEI (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN ORWILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THECOMPACTION AND STABILITY OF THE SITE.I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'SOFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINSTANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES,DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISINGOUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANYACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES,CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVESFOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT ORCONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANSWITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.SIGNATURE: DATE:KEVIN DUNN ON BEHALF OFRREG INVESTMENTS SERIES,LLC SERIES I04319. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THEPROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HERAUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BYTELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLYSUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR ATRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HASMADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IFSUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDINGTHE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIEDARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR ASPRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKINGDAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THEREMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC)WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVEAMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU (“IN PLACE”), OR IN A SECURE LOCATION INCLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON-SITE INTHE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR.EROSION CONTROL1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DUNN AT (949) 637-3254, 24 HOURS A DAY.2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINYSEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 ATCONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHENRAIN IS IMMINENT.3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERINGINSPECTOR.4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OFTHE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITYENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLICTRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSIONOF EACH WORK DAY.9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THEFIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVEDAFTER EACH RAINFALL.NOTIFICATIONS1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OFAVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THECONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THEWORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANYEXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:A. SEWERS - CSD/ESD - (760)-633-2770B. GAS & ELECTRIC - SDGE - (760)-438-6200C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600D. TELEPHONE - SBC BELL - (760)-489-3411E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-22332. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770.3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK PERFORMED WITHOUT BENEFITOF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.RIGHT OF WAY NOTEOWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS PRIOR TOWORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE ANDDOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS.DRAINAGE NOTENO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAYFROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.UTILITY NOTEALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.GENERAL NOTES1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREAREGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITYENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.2. THE SOILS REPORT TITLED "REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION " PREPARED BY GEOTECHNICALEPXLORATION, INC. DATED 6/23/2021, AND UPDATE DATED, PROJECT# 21-13233 SHALL BE CONSIDERED AS A PART OF THISGRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONSCONTAINED IN SAID REPORT.3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALLBE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURINGGRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITIONEXISTING PRIOR TO GRADING.6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYEDSHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LANDSURVEYOR.7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALLBE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANDREGULATIONS.8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALLNOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITYRECOGNIZED HOLIDAYS.9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THEFOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR ANDPERMITTEE. THE PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCEBY CALLING (760) 633-2770.10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THISPROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSEDHAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAYIMPOSE WITH REGARDS TO THE HAULING OPERATION.11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVALAND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADINGUNDER PERMIT NO: LDEV-021438-2022-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVEDGRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THEDATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HESHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTIONOF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILLMATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADEBY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLEFOR THEIR INTENDED USE.13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE ANDPREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIESOR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADEDAREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITHSTANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THECONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BEREMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHESAND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE,SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORMCROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED ASDIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHERWASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALLBE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THEGRADING ORDINANCE.16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISEDISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEATAND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BESECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENTPROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS AREREFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLYAPPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCURWITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREECANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BEPROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BEDISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVEREDGRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND-DISTURBINGACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THEPROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING ATTHE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIEDARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENTAND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTORMUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADINGACTIVITIES ARE ALLOWED TO RESUME.SAN DIEGUITO WATER DISTRICT NOTES:1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THESTANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTEREPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE ORNON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THISPROJECT.3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINEPARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSEDUTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ONIMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVENWRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANYEXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH ISAFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATERAGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS,THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES.6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SANDIEGO GAS AND ELECTRIC VAULTS.7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELEDWAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO-LEAD BRASS BE USED INTHE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. INCOMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO-LEAD BRASSPARTS.9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDEDWITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18.OWNERKEVIN DUNN FOR: RREG INVESTMENT SERIES, LLC SERIES I0435315 AVENDIA ENCINAS, SUITE 200CARLSBAD, CA 92008(888) 357-3553SITE ADDRESS387 LA MESA AVE - LOT 43CDP-004803-2021APN: 256-361-37-00223 EL PORTAL - LOT 44CDP-004804-2021APN: 256-361-37-00IMPERVIOUS AREALOT 43: 387 LA MESA AVEIMPERVIOUS AREA PRIOR TO CONSTRUCTION: 2,308 SQFTIMPERVIOUS AREA AFTER CONSTRUCTION: 2,537 SQFTINCREASE IN IMPERVIOUS AREA: 229 SQFTIMPERVIOUS AREA REPLACED: 2,308 SQFTLOT 44: 223 EL PORTALIMPERVIOUS AREA PRIOR TO CONSTRUCTION: 2,588 SQFTIMPERVIOUS AREA AFTER CONSTRUCTION: 2,373 SQFTINCREASE IN IMPERVIOUS AREA: -215 SQFTIMPERVIOUS AREA REPLACED: 2,373 SQFTTOTAL COMBINED IMPERVIOUS AREA AFTER CONSTRCTION:4,910 SQFTSTORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIESCONCRETE WASHOUTCONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETEWASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKEINTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUTLOCATION.CONSTRUCTION SITE ACCESSA STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THISSHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES.CONSTRUCTION VEHICLESA SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING,AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE.EROSION CONTROLEROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSIONBY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBERMATRIX.NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELSAGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOIDUNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASEEROSION.TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROLPURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.ON-SITE CONSTRUCTION MATERIAL STORAGESTORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESEPRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STOREDON-SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARINGMATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATERSTORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES ANDPROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.TRAININGCONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OFENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THEPROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWNRESPONSIBILITIES.WASTE MANAGEMENTCONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSEDOR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TODIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALLTIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TOAVOID RAIN CONTACT WITH ANY TRASH MATERIAL.MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, ANDCLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF ASHAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800)714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151.POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE.PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARYCONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK ANDCLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITEFOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERINGDEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770.EARTHWORK DATALOT 43: 387 LA MESA AVESTEEPEST EXISTING NATURAL SLOPE ON-SITE = H : VEARTHWORK FOR PADMAXIMUM VERTICAL DEPTH OF CUT =1.7 'MAXIMUM VERTICAL DEPTH OF FILL = 1.0'CUT = 30 C.Y. FILL = 30 C.Y.EX/IMPORT = 0 C.Y.REMEDIAL = 20 C.Y. (6-7' REMOVAL AND RECOMPACTIONUNDER AND 5' OUTSIDE OF BUILDING AREAS)EARTHWORK FOR BASEMENTMAXIMUM VERTICAL DEPTH OF CUT = 9.9 'MAXIMUM VERTICAL DEPTH OF FILL = 1.0'CUT = 445 C.Y. FILL = 30 C.Y.EXPORT = 415 C.Y.DISTURBED AREA = 4,001 SFSTORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUSSURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREASPRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAINSYSTEM.2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALLNOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIESAND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGEFROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITYAND/OR THE TURF/LANDSCAPED AREAS.4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREAUNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP.5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVEANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGEIT TO AN ADEQUATE IMP/BMP.6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTEREDWITHOUT A PERMIT FROM THE CITY.7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAYREQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORMWATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE ANIMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THEENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERMSHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THEDUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSUREAREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER INAND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGESTHROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH ACITY-APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWERSYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BEREQUIRED FOR THIS STRUCTURE.J:\ACTIVE JOBS\3590 EL PORTAL\CIVIL\DRAWING\GRADING PLANS\3590-CV-GP-01-TITLE.DWGVICINITY MAPNOT TO SCALESHEET INDEX1. TITLE SHEET2. GRADING PLAN3. SECTIONS AND DETAILS4. EROSION CONTROL PLAN5. SHORING PLAN6. SHORING PLAN AND PROFILE7. SHORING DETAILS8. SHORING NOTESSTATEMENT OF ENGINEER OF WORK - DECLARATION OF RESPONSIBLE CHARGE (SHEETS 4-8)THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLYACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THEWORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TOTHE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEWPERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT ADETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND ITTHEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON.THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEESFROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEERAND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUTOF THE WORK PERFORMED BY THE ENGINEER.SIGNATURE: DATE: 06/21/2023ROY REEDSHORING DESIGN GROUP7727 CAMINITO LILIANASAN DIEGO, CA 92129(760) 586-8121R.C.E. 80503 EXPIRATION 03/31/2025LOT 44: 223 EL PORTALSTEEPEST EXISTING NATURAL SLOPE ON-SITE = H : VEARTHWORK FOR PADMAXIMUM VERTICAL DEPTH OF CUT = 2.0 'MAXIMUM VERTICAL DEPTH OF FILL = 0.7'CUT = 40 C.Y. FILL = 10 C.Y.EXPORT = 30 C.Y.REMEDIAL = 25 C.Y. (6-7' REMOVAL AND RECOMPACTIONUNDER AND 5' OUTSIDE OF BUILDING AREAS)EARTHWORK FOR BASEMENTMAXIMUM VERTICAL DEPTH OF CUT = 10.0 'MAXIMUM VERTICAL DEPTH OF FILL = 0.7'CUT = 410 C.Y. FILL = 10 C.Y.EXPORT = 380 C.Y.DISTURBED AREA = 3,979 SFDocuSign Envelope ID: BDAFFDD9-81FE-4195-8F44-8873F5A218236/26/20239/8/2023Bob Keeley 09-12-23Habib Hariri 9/21/23Jordan Villagomez 9/28/202310/02/202310/02/2023
12"TP12"TP12"TP12"TP8"TD8"TD4"TD6"TD4"TD4"TD4"TD5"TD16"TD6"TP6"TP6"TPX X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XX
X
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOESWW63
6262626161 61616161616060
FF=61.60FF=63.34FF=63.28FF=63.33RF=74.5RF=74.6RF=72.5RF=75.7RF=74.9RF=87.9OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOETC=62.11TC=62.33TC=62.09TC=62.03TC=61.94TC=61.91TC=61.80TC=61.25TC=60.81TC=60.77TC=60.60TC=60.42TC=60.22TC=60.03FL=61.70FL=61.40FL=61.64FL=61.80FL=61.70FL=61.84FL=61.10FL=60.60FL=60.17FL=60.12FL=59.95FL=59.76FL=59.58FL=59.4261.7361.6661.4361.4361.2661.1160.8260.7260.4760.6660.7860.6762.0561.9461.9862.2262.1962.3562.6962.4261.7061.8261.7661.4861.2361.5260.8961.2960.6761.0060.5860.6660.0960.1060.2760.2560.4560.3960.8860.8561.0461.0660.9260.9661.3461.3361.9061.5462.1362.0762.0661.9961.8561.1960.4661.3861.1261.9361.9462.1261.9262.0361.9062.3560.661.261.161.2EXISTING1 STORYBUILDINGEXISTING1 STORYBUILDINGINACCESSIBLEINACCESSIBLEINACCESSIBLEINACCESSIBLEINACCESSIBLE DECKDECKDECK
CONC.
CONC.CONCCONC.
CONC.
BRICK BRICK BRICK BRICKBRICKCONCCONCCONCASPHALTASPHALTASPHALTASPHALTASPHALT
CONCCONC.CONC.CONC.RIM=61.66GRASSGRASSGRASSGRASSGRASSCONC.
BRICK SDPSSPSDPSSPSDSDSDSDSDSD SDSDSDSDSDSD
SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD 15.0' 9.0' 24.0' BACK UPSPACE 9.0' 24.0' BACK UPSPACE 8.0' 6.0' 5' SYSB 4.0' 4.0' 10' SSYSB 5' SYSB 25.0' 25.0' 4.0' 20' FYSB 25.0' 25.0' 50.0' 15.0' TO TC
3.0' 20' FYSB 20' RYSB 20' RYSB 7.5' 7.5' 6.0' 10.0'
6.0' 4.0'4.0'0.5%1.2%0.6%LALA2.0%
2.0%2.0%2.0%LALA1.0%1.0%1.0%1.0%PROPOSED RESIDENCEFF = 62.0PAD ~ 61.3BFF ~ 52.02.0%4.0%2.0% 2.0%2.0%2.0%4.9%2.0%2.0%S EL PORTAL STLA MESA AVE
EL PORTAL ST40.00'40.00'
N 18°10'41" W 80.00'
(~60.6 GF)LOT 43LOT 444.5%6.7%2.0%3.5%LOT 42BLOCK JMAP 1800LOT 3BLOCK JMAP 1800LOT 2BLOCK JMAP 1800LOT 1BLOCK JMAP 1800N 71°48'06" E 100.00'40.01'N 71°47'49" E 102.00'N 18°10'02" W 70.03'N 71°48'28" E89.99'APN: 256-293-36-00APN: 256-293-01-00APN: 256-293-02-00APN: 256-293-44-00ALLEY PROPOSED RESIDENCEFF = 62.0PAD ~ 61.3BFF ~ 52.0DETACHEDGARAGEGF = 62.5GF = 62.5DETACHEDGARAGE1111 111113916141151515151515154442192221202020208810131313131313131377131366135135513131310EXISTING 1 1/2" HP GASMAIN PER DWG 113 W.O.EX SEWER MH(61.66 RIM)(52.89 IE)EXISTING 12" ACPWATER MAIN PER DWG113 W.O.EXISTING 8" V.C. SEWERMAIN PER DWG 5971EXISTING POWER POLETO BE PROTECTED INPLACE60.9 TG60.3 IEEXISTING FIRE HYDRANTTO PROTECT IN PLACEEXISTING 6" AC WATERMAIN PER DWG 113 W.O.EXISTING 8" V.C. SEWERMAIN PER DWG 5971STA 10+59.02 ~0.08' LTCONNECT TO EX.SEWER; (52.69 IE@MAIN);(53.89 IE@LATERAL)STA. 10+62.67 ~15.0' LTBMP OVERFLOW TO CURBFACE; (59.95 IE OUT)61.2 FL61.45 FL(61.9 FS)61.7 TC61.61 FS61.65 FL(62.0 FS)(61.9 FS)62.0 FS61.0 FG61.75 FS62.5 FS61.83 FG55.0 TG54.0 IE61.1 TG60.0 IE61.75 FS60.8 TG59.6 IESTA. 10+63.56 ~15.0' LTCONSTRUCT PCC C&G;60.45 TC; (59.95 FL)STA. 10+79.89 ~15.0' LTBMP OVERFLOW TO CURBFACE; (59.8 IE OUT)61.14 FS61.1 FS61.4 FS59.5 IE60.5 TG60.25 IE61.0 FG60.55 FL61.0 FG61.75 FS60.5 TG60.1 IE60.46 FS59.5 IE61.75 FS61.15 FS59.5 IE60.46 FS60.8 TG59.7 IESTA. 10+95.02 ~15.0' LTCONSTRUCT PCC C&G60.2 TC; (59.7 FL)61.55 FS61.75 FS61.75 FS55.0 TG53.1 IE61.0 FG(60.4 FG)(60.3 FS)60.8 TG59.9 IE55.0 TG54.0 IE61.0 FG62.0 FS61.3 FG62.5 FS62.0 FS60.9 TG60.4 IE61.1 TG60.5 IE61.83 FG62.2 FS62.7 FS61.0 FG61.0 FG61.0 FG60.9 FL60.95 FL(62.3 FS)(61.9 FG)(62.5 FS)(62.35 FS)61.8 FL62.35 FS61.95 FL(62.4 FS)62.05 FL(62.3 FS)(62.4 FS)(63.0 FS)61.0 FSSTA. 10+34.94 ~ 15.1' LTCONSTRUCT PCC C&G;60.6 TC; (60.1 FL)60.8 FS60.9 TG60.2 IE62.7 FS61.0 FG60.75 TG59.75 IE61.83 FG61.83 FG62.1 FS62.1 FS61.7 HP61.83 FG61.0 FG60.9 TG53.5 IE60.9 TG59.9 IE61.0 FG55.0 FS55.0TG53.1 IEDEEPENEDFOOTINGEXISTINGLOT LINEEXISTING RETAININGWALL TO REMAINEXISTING RESIDENCETO REMAINEXISTING PCCSIDEWALKEXISTING WATER METERAND SERVICE TOREMAINEXISTING 6" AC WATERMAIN PER DWG 113 W.O.STA 11+00.03 ~ 0.1' LTCONNECT TO EX. SEWER;(52.56 IE@MAIN);(53.76 IE@LATERALSTA. 11+05.02 ~14.89' LTMATCH TO EXIST PCC C&G(60.2 TC);(59.6 FL)60.65 FS100 SFBMP #2FG = 59.5STEP DOWN100 SFBMP #2FG = 59.5COLUMN(TYP.)EXISTINGSTRUCTURE TOREMAIN22222222(61.0 TW)52.0 BW@BFF(61.2 TW)52.0 BW@BFF(61.6 TW)52.0 BW@BFF61.3 TW55.0 BW61.3 TW55.0 BW61.3 TW55.0 BW61.3 TW55.0 BW61.3 TW55.0 BW61.3 TW55.0 BW62 1+002+0010+0011+00STA. 10+54.01 ~7.71' LTCONNECT TO WATER MAINSTA. 10+70.83 ~7.71' LTCONNECT TO WATER MAINEL PORTAL ST STA. 1+00 =LA MESA AVE STA 10+0010+20.85 ~ 20.85' LTCL OF NEW PCC CURB RAMP;SEE DETAIL SHEET 3STA. 2+46.07 ~15.0' RT
MATCH TO EXISTING PCC C&G
(62.1 TC)
(61.4 FL)
STA. 2+19.67 ~15.0' RT
CONSTRUCT PCC C&G;
61.6 TC; (61.1 FL)
STA. 1+74.82 ~15.0' RT
CONSTRUCT PCC C&G;
61.1 TC; (60.6 FL)
STA. 2+24.85 ~25.0' RT
CONSTRUCT PCC C&G;
62.3 TC; (61.8 FL)
STA. 2+24.88 ~23.0' RT
CL OF NEW PCC PED RAMP;
SEE DETAIL SHEET 3
STA. 1+35.75 ~15.0' RTCONSTRUCT PCC C&G;(60.8 TC); 60.3 FL0.8%(1.1%)R = 10.0'Δ = 89°58'30" L = 15.70'BEGIN ALLEY IMPROVEMENTS;TRANSITION AS NECESSARY TO THESATISFACTION OF THE CITY ENGINEEREXISTING GRAVELALLEY TO REMAIN171360.5 TG59.6 IE61.15 TW59.5 BW61.3 TW59.5 BW61.1 TW59.5 BW61.1 TW59.5 BW61.1 TW59.5 BW61.3 TW59.5 BW61.7 TW59.5 BW62.0 FS1361.1 TG60.2 IE61.3 FG 3.0'3.8%3.8%ELEC.METERGASMETERGASMETERELEC.METERPROP.TRANSFROMER1.0% MIN1.0% MIN62.5 FS62.5 FS 5.0'2.5%4.0%61.3 FG61.62 FSREPLACE SIDEWALKTO NEAREST JOINTPER SDRSD G-7EXISTING SIGN TO BEPROTECTED IN PLACEEXISTING PCC CROSSGUTTER TO REMAINSAWCUT EXISTING PCCCROSS GUTTER;REMOVE AND REPLACETO NEAREST JOINTEXISTING BRICK PAVERSTO BE REMOVED61.3 FG1361.0TG53.9 IE61.0 FG61.5 FS3.3%6.7%61.55 FS61.25 FS61.3 FG/HP 5.0'STA. 10+86.66 ~0.0' LTASSUMED LOCATION OF EXISTINGSEWER LATERAL CAP AT MAIN3.7%2.5%(62.7 FS)2.2%8.8%4.2%5.8%61.87 FL5.8%2.7%BUILDINGOVERHANG(TYP.)BUILDINGOVERHANG (TYP.)232361.55 FS432156761.1 RIM59.7 IE2461.0 RIM59.8 IE2461.2 RIM60.0 IE2412122525262661.4 RIM59.6 IE242727272728282828222951.0 IE51.0 IE2651.0 IE59.7 IE60.1 IE30303131 6.0' 6.0' 6.0'323232323232 6.0'60.50 TG57.25 IE59.5 IE560.50 TG57.25 IE60.7 IEOUT60.6 IEOUT61.0 RIM60.0 IE243333GRAPHIC SCALE: 1" = 10'0102030CONSTRUCTION NOTESEXISTING SURVEY MONUMENT TO BE PROTECTED IN-PLACE. IF MONUMENT ISDISTURBED OR DESTROYED, IT SHALL BE REPLACED BY A LICENSED LAND SURVEYORAND A CORNER RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY (TYP)CONSTRUCT 4" THICK NON-CONTIGUOUS PCC SIDEWALK PER SDRSD G-7SDWD TO UPGRADE TO 1-INCH COPPER WATER LATERAL AND DUAL METER PER WASWS-09, WC-17 AT OWNER'S EXPENSE TO SERVE TO LOT 43CONSTRUCT DEEPEND EDGE PER STRUCTURAL PLANSINSTALL 2'X2' ROCK RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS = No.2BACKING T = 1.1 FTCONSTRUCT BIOFILTRATION BMP BASIN; SEE DETAIL SHEET 3.INSTALL 3" EMERGENCY OVERFLOW RISER / ATRIUM GRATECONSTRUCT 3" PVC SIDEWALK UNDER DRAIN PIPE PER SDRSD D-27SDWD TO INSTALL TO 1-INCH COPPER WATER LATERAL AND DUAL METER PER WASWS-09, WC-17 AT OWNER'S EXPENSE TO SERVE TO LOT 44INSTALL 4" PVC SEWER LATERAL WITH CLEANOUT PER SDRSD SS-01 AND SC-01CONSTRUCT LIGHT WELL PER ARCHITECTURAL PLAN (TYP)CONSTRUCT COBBLE RIP RAP SPREADER PER DETAIL SHEET 3CONSTRUCT 6" AREA DRAIN BY NDS, OR APPROVED EQUALCONSTRUCT ADA COMPLIANT PED RAMP PER SDRSD G-27; REMOVE AND REPLACEEXISTING CURB RAMP AND MATCH TO EXISTING SIDEWALK; SEE DETAIL SHEET 3EXISTING STREET TREE TO REMAIN; PROTECT IN PLACE PER ARBORIST REPORTPREPARED BY JEFF CLOUD DATED NOVEMBER 19, 2022CONSTRUCT TEMPORARY SHORING WALL TO CONSTRUCT BASEMENT WALLS ANDLIGHT WELLS; LIMITS SHOWN HEREON APPROXIMATECONSTRUCT AC PAVEMENT (4" AC OVER 6" CLASS II AB) OR PER GEOTECHNICALRECOMMENDATIONSCONSTRUCT 3-FT RIBBON GUTTER PER SHEET 3CONSTRUCT ADA COMPLIANT PED RAMP TYPE-D PER SDRSD G-31; SEE DETAIL SHEET 3CONSTRUCT TYPE-H CURB AND GUTTER PER SDRSD G-2CONSTRUCT ALLEY APRON PER SDRSD G-17; SEE DETAIL SHEET 3LIMITS OF TRENCHING AND RESURFACING PER UTILITY TRENCH BACKFILL ANDRESURFACING STANDARD - CITY OF ENCINITAS STANDARD DRAWINGS2" GRIND AND OVERLAY OF AC PAVEMENTINSTALL 6" STORM DRAIN CLEANOUT BY NDS OR APPROVED EQUALREFER TO LOT 43 BUILDING PLAN SET SHEET P-3.1 & P-3.2 FOR CONTINUATION ANDSUMP PUMP AND SEWER PUMP DESIGNREFER TO LOT 44 BUILDING PLAN SET SHEET P-3.1 & P-3.2 FOR CONTINUATION ANDSUMP PUMP AND SEWER PUMP DESIGNCONSTRUCT LIGHT WELL PER ARCHITECTURAL PLANSLIMITS OF PROPOSED 2" AC PAVEMENT GRIND AND OVERLAYSDWD TO INSTALL SPLASH PAD PER WAS WF-01 AT OWNER'S EXPENSEINSTALL 18" X 18" BROOKS BOX WITH SUMP PUMP; INSTALL X160 SERIES EFFLUENTPUMP BY ZOELLER PUMP COMPANY W/ 100 GPM CAPACITY OR APPROVED EQUALLIMITS OF TREE PROTECTION ZONE (TPZ) PER ARBORIST REPORT PREPARED BY JEFFCLOUD DATED NOVEMBER 19, 2022PROPOSED TREE PER ARC'H PLANSCONSTRUCT MASONRY RETAINING WALL PER SDRSD C-05LEGEND320320SSSWWWGGGWWWSSSSWMSDSDSDSDOEOEPLSA 3590DATEINT.INSPECTORREVIEWERPLANNINGPUBLIC WORKSTYLER G LAWSONDATEPRINCIPAL ENGINEERDATEAS-BUILT APPROVALSLDEV-021438-2022EL PORTALENCINITAS, CA 92024APN: 256-293-37GRADING PLAN FOR:RECOMMENDED:APPROVEDMICHAEL STRIZIC JILL T. BANKSTONPRINCIPAL ENGINEERCITY ENGINEERDATEDATEDATE: JUNE 20, 2022R.C.E. NO.: 80356EXP.: 12/31/24 TYLER G LAWSONPLANS PREPARED UNDER SUPERVISION OFTGLBKCHECKED BY:DRAWN BY:DESIGNED BY:DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: DATUM: NAVD88DATEAPPROVEDDESCRIPTIONCHANGE NO.BENCHMARKENGINEERING DIVISION APPROVALSCITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTSHEET OF 8DRAWING NO.PASCO, LARET, SUITER & ASSOCIATES
1911 SAN DIEGO AVE, SUITE 100, SAN DIEGO CA 92110
PH: 858-259-8212 FAX: 858-259-4812X2.5-IN BRASS DISK IN WELL MOMUMENTAT THE INTERSECTION OF SOUTH EL PORTALAND LA MESA BLVD. CONTROL SURVERY 18416 PT NO. 102560.601 FTBKPLANNING CASE NO: CDP-004803-2021 (LOT 43) & CDP-004804-2021 (LOT 44)SUBJECT PROPERTY / SUBDIVISION BOUNDARYEXISTING RIGHT-OF-WAY / ADJACENT LOT LINECENTERLINE OF ROADEXISTING EASEMENTPROPOSED SETBACKSEXISTING COUNTOURPROPOSED CONTOURPROPSED PCC PAVEMENTPROPOSED 2" AC PAVEMENT GRIND AND OVERLAYEXISTING SEWER MAIN (SIZE AND MATERIAL PER PLANS)EXISTING WATER MAIN (SIZE AND MATERIAL PER PLANS)EXISTING GAS MAIN (SIZE PER PLANS)EXISTING OVERHEAD ELECTRICAL UTILITYPROPOSED 1" WATER SERVICE AND METER PER WASWS-09PROPOSED 4" SEWER LATERAL PER SDRSD SS-01PROPOSED PVT 4" PVC STORM DRAIN @ 1% MINPROPOSED 4" AREA DRAINPROPOSED 3" PVC UNDER DRAINPROPOSED LIGHTWELL WALLPROPOSED TEMPORARY SHORING WALLPROPOSED BMPPROPOSED TREE PROTECTION ZONE (TPZ)1234567891011121314151617181920J:\ACTIVE JOBS\3590 EL PORTAL\CIVIL\DRAWING\GRADING PLANS\3590-CV-GP-02-GRAD.DWGPLAN VIEW - GRADING PLANSCALE: 1" =10'SHEET OF22122SITE NOTES1.ALL EXISTING STRUCTURES ONSITE TO BE REMOVED UNLESS OTHERWISE NOTED.2.ALL EXISTING UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMATION.EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN.CONTRACTOR TO FIELD VERIFY LOCATION AND NOTIFY ENGINEER OF WORK OF ANYDISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPONDISCOVERY OF DISCREPANCY.3.ALL EXISTING TREES ONSITE TO BE REMOVED UNLESS OTHERWISE NOTED. ALL EXISTINGONSITE VEGETATION TO BE REMOVED UNLESS OTHERWISE NOTED.4.ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLICRIGHT-OF-WAY SHALL BE PROTECTED IN-PLACE DURING CONSTRUCTION OR REPLACED TOTHE SATISFACTION OF THE DEVELOPMENT SERVICES DEPARTMENT.5.ANY OVERHEAD SERVICE LINES TO THE BUILDING NOT ABANDONED SHALL BECONSTRUCTED UNDERGROUND PRIOR TO RELEASE OF OCCUPANCY.6.CAP EXISTING SEWER LATERALS AT MAIN.7.DISCHARGE IMPERVIOUS SURFACE TO ONSITE AREA DRAINS AND ROUTE TO THEPROPOSED BMP LOCATIONS.BC = BOTTOM OF CURBBS = BOTTOM OF STAIRBW= BOTTOM OF WALLFS = FINISHED SURFACEFG = FINISHED GRADEFF = FINISHED FLOOR ELEVATION PER ARCHITECTFL = FLOWLINEGF = FACE OF GARAGE ELEVATIONIE = INVERT ELEVATIONTC = TOP OF CURBTG = TOP OF GRATETW = TOP OF WALLTS= TOP OF STAIRLA = LANDSCAPE AREABMP NOTE:PROPOSED BMP'S ARE TO BE PRIVATELY MAINTAINED ANDTHE FACILITIES ARE NOT TO BE MODIFIED OR REMOVEDWITHOUT A PERMIT FROM THE CITY OF ENCINITAS.NOTE:DEMOLITION PERMIT TO BE PROCESSED SEPARATELYFROM GRADING PERMIT.NOTE:ROOF DRAINS SHALL DISCHARGE TO LANDSCAPE AREASDESIGNATED FOR STORMWATER TREATMENT PRIOR TODISCHARGE FROM THE PROPERTY. DIRECT CONNECTIONOF ROOF DRAINS TO PRIVATE STORM DRAIN SYSTEM ISNOT ALLOWED.NOTE:ELECTRIC & GAS SERVICES TO BE PER SEPARATE SDG&EWORK ORDER. SERVICES SHALL BE SUBTERRANEAN ANDCOORDINATED WITH SDG&E.NOTE:EXISTING MONUMENTS SHALL BE PROTECTED IN PLACE. IFANY MONUMENT IS DISTURBED OR DESTROYED IT SHALLBE REPLACED BY A LICENSED LAND SURVEYOR AND ACORNER RECORD OR RECORD OF SURVEY SHALL BEFILED WITH THE COUNTY.ABBREVIATIONS23TREE SPECIES DATA TABLE1234567#SPECIESMEXICAN FAN PALMSMOOTH-SHELL MACADAMIACRAPE MYRTLEBRONZE LOQUATMEXICAN FAN PALMMEXICAN FAN PALMMEXICAN FAN PALMTREE ID6472ETREE6471ETREE6470ETREE6469ETREE6256ETREE6255ETREE6254ETREESTREETLA MESA AVESTATION / OFFSETSTA. 10+46.5 ~18.8' LTLA MESA AVELA MESA AVELA MESA AVEEL PORTAL STEL PORTAL STEL PORTAL STSTA. 10+66.8 ~18.4' LTSTA. 10+86.7 ~17.9' LTSTA. 11+06.5 ~17.8' LTSTA. 1+48.6 ~18.4' RTSTA. 1+71.8 ~18.7' RTSTA. 1+84.6 ~18.0' RT242526272829REMAIN OR REMOVEREMAINREMAINREMAINREMAINREMAINREMAINREMAIN3031STREET TREE NOTE:REFER TO SEPARATE ARBORIST REPORT FORRECOMMENDATIONS WITHIN THE TREE PROTECTIONZONE (TPZ) FOR THE EXISTING CITY TREES ALONGPROPERTY FRONTAGE AS IDENTIFIED ON THIS SHEET3233DocuSign Envelope ID: BDAFFDD9-81FE-4195-8F44-8873F5A2182310/02/202310/02/2023
12"TP12"TP12"TP12"TP8"TD8"TD4"TD6"TD4"TD4"TD4"TD5"TD16"TD6"TP6"TP6"TPX X X X
XXXXXXXXXOEOEOEOEOEOEOEOEOEOEOEOEOEOESWW63
6262626161
61616161
616060
FF=61.60FF=63.34FF=63.28FF=63.33RF=74.5RF=74.6RF=72.5RF=75.7RF=74.9RF=87.9OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOETC=62.11TC=62.33TC=62.09TC=62.03TC=61.94TC=61.91TC=61.80TC=61.25TC=60.81TC=60.77TC=60.60TC=60.42TC=60.22TC=60.03FL=61.70FL=61.40FL=61.64FL=61.80FL=61.70FL=61.84FL=61.10FL=60.60FL=60.17FL=60.12FL=59.95FL=59.76FL=59.58FL=59.4261.7361.6661.4361.4361.2661.1160.8260.7260.4760.6660.7860.6762.0561.9461.9862.2262.1962.3562.6962.4261.7061.8261.7661.4861.2361.5260.8961.2960.6761.0060.5860.6660.4560.5660.0960.1060.2760.2560.4560.3960.8860.8561.0461.0660.9260.9661.3461.3361.9061.5462.1362.0762.0661.9961.8561.1960.4661.3861.1261.9361.9462.1261.9262.0361.9062.3560.661.261.161.2EXISTING1 STORYBUILDINGEXISTING1 STORYBUILDINGINACCESSIBLEINACCESSIBLEINACCESSIBLEINACCESSIBLEINACCESSIBLE DECKDECKDECK
CONC.
CONC.CONCCONC.
CONC.
BRICK BRICK BRICK
BRICKBRICKCONCCONCCONCASPHALTASPHALTASPHALT
ASPHALTASPHALT
CONCCONC.CONC.
CONC.RIM=61.66GRASSGRASSGRASSGRASSGRASSCONC.
BRICK SDPSSPSDPSSP62AAB BCCDDSUBJECTPROPERTYPLCEXISTING ACPAVEMENTR/WPROPOSED 4.0-FT WIDEPCC SIDEWALK PERSDRSD G-7EXISTING 8" VCSEWER MAINPER DWG 5971EXISTING 6" ACWATER MAINPER W.O. 113EXISTING 2"GAS MAINPROPOSED 6" TYPE HPCC CURB AND GUTTER PERSDRSD G-2 25.0' 25.0'L 7.5' 10.0' 10.0' 15.0' TO TC 6.0' 4.0'PROPOSED ACSAWCUT2.0%PROPOSED HALF-WIDTHGRIND AND OVERLAYLCR/WPROPOSED 4.0-FT WIDEPCC SIDEWALK PERSDRSD G-7PROPOSED 6" TYPE HPCC CURB AND GUTTER PERSDRSD G-2EXISTING 8" VCSEWER MAINPER DWG 5971EXISTING 6" ACWATER MAINPER W.O. 113EXISTING 2"GAS MAINSUBJECTPROPERTYPL 15.0' TO TC 6.0' 4.0' 10.0' 25.0' 25.0' 12.5' 9.3'2.0%EXISTING ACPAVEMENTPROPOSED ACSAWCUTPROPOSED HALF-WIDTHGRIND AND OVERLAYVARIESVARIESPROPOSED 3' WIDE PCCRIBBON GUTTER PERDETAIL SHEET 3SUBJECTPROPERTYPLLCR/W 7.5' 7.5' 3.0' 15.0'FULL WIDTH ALLEYIMPROVEMENTS; NEW ACPAVEMENT CONSTRUCT ALLEY WITH 4"HMA OVER 6" CLASS II BASECOMPACTED TO 95% (TYP.)FULL WIDTH ALLEYIMPROVEMENTS; NEW ACPAVEMENT6"TYP.FG= 59.53" LAYER OFHARDWOOD MULCH3" PVC EMERGENCYOUTFLOW PIPE (IE PER PLAN)FALL PROTECTION PERARCHITECTURAL PLANSX
TW = 61.1BW = 59.5FALL PROTECTION PERARCHITECTURAL PLANSX DEEP ROOTED, DENSE,DROUGHT TOLERANTPLANTING SUITABLE FORWELL DRAINED SOILSPLTW = 61.3BW = 59.5TG= 60.5IE = PER PLAN18" LAYER OF ENGINEEREDSOIL; MINIMUM INFILTRATIONRATE OF 5 INCHES PERHOUR; SEE NOTE ABOVE6" LAYER OF 3/4" WASHED,CRUSHED STONE LAYER (NORECYCLED MATERIAL)3" LAYER OF PEA GRAVEL18" X 18" BROOKS BOX WITH NONCLOGGING SUBMERSIBLE PUMP EL = 53.0;CONNECT TO COBBLE RIP RAP BUBBLERBOTTOM OF BASIN;EL=57.04" PVC PERFORATEDSUBDRAIN SYSTEM; 56.75 IEIMPERMEABLE LINEAR TOWRAP SIDES AND BOTTOMOF BASINPROPOSED RETAININGWALLS PER SDRSD C-5X160 SERIES EFFLUENT PUMP BYZOELLER PUMP COMPANY ORAPPROVED EQUAL*BIOFILTRATION "ENGINEERED SOIL" LAYER SHALL BE EVENLY MIXED COMPOSITION OF WASHED SAND, SANDYLOAM TOPSOIL, AND HUMIC COMPOST. THE MIX SHALL CONTAIN 65% SAND, 20% TOPSOIL, AND 15% COMPOSTOR HARDWOOD MULCH IN ACCORDANCE WITH COUNTY OF SAN DIEGO LID BIOSWALE MEDIA BIO65 CUT SHEET**3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 6" BUT MAY BE DEEPENED TO INCREASE THEINFILTRATION AND STORAGE ABILITY OF THE DETAIL 3.0' 1.5' 1.5' 0.1'VARIESVARIESPROPOSED AC PAVEMENT; ACOVER AB PAVEMENT PER CITY OFPUBLIC ROAD STANDARDS; TO BEVERIFIED IN FIELD BY GEOTECHENGINEER BASED ON R VALUEPROPOSED 3' WIDE,8" THICK PCCRIBBON GUTTER4" HMA OVER 6" CLASS II AB AT95% RELATIVE COMPACTIONFLFL + 0.1'GUTTERLINE
SAWCUT LINE 2.0' MIN6" PCC CURB & GUTTERPER SDRSD G-2STRUCTURAL SECTION 4" ACOVER 6" CLASS II AB OVER NATIVESUBGRADE COMPACTED TO 95%REL. COMP.COLD PLAN AND OVERLAY (2" MIN.DEPTH) TO PROVIDE SMOOTHTRANSITIONEXISTING AC PAVEMENTFF = 62.0PAD ~ 61.3BFF = 52.0LOT 43APPROX. EXISTINGGRADECONSTRUCT TEMPORARYSHORING WALL; DESIGN BYOTHERS SEE SHEETS 5-7PROP. 4" PVC STORMDRAIN; 53.7 IEPROP. LIGHT WELLPER ARC'H PLANS(61.0 TW)52.0 BW@BFF61.3 TW55.0 BW5.0'3.3'PLPROP. 4" PVC STORMDRAIN; 60.2 IE61.3 TW55.0 BWTEMPORARY1:1 CUTFF = 62.0PAD ~ 61.3BFF = 52.0LOT 44112%61.0 FL61.2 FS4.0'4.0'14.0'9.0'4.0'PLPROP. 4" PVC STORMDRAIN; 54.0 IEAPPROX. EXISTINGGRADEPROP. 4" PCCSIDEWALKPROP. LIGHT WELLPER ARC'H PLANS1.0' BENCHPROP. 4" PVC STORMDRAIN; 59.7 IE60.3 FSPL2%2%61.55 FS61.75 FSPROP. 4"PCC PATIOFF = 62.0PAD ~ 61.3BFF = 52.0LOT 43APPROX.EXISTING GRADE20.6'11.0'9.6'PROP. 4" PCCSIDEWALK60.7 FLX X X
X
X
XXXXXXOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE61OEOEOEOEOEOEOEOEOEOEOEEL PORTAL STSTA. 1+28.46~16.16' RT60.75 TC(60.25 FL)60.21 TC60.21 FL60.19 TC60.19 FLSTA. 10+27.50~16.51' LT60.65 TC60.15 FLSTA. 1+35.75~15.0' RT(60.8 TC)60.3 FLSTA. 10+34.94~15.1' LT60.6 TC(60.1 FL)60.69 FS60.71 FS6.0'4.0'4.
0
'60.75 FS60.77 FS0.6%
0.
6
%
0.6%
1.
0%1.5%1.5%8.3%7
.
7%
7.7
%7.0
'
6.0'(61.0 FS)2.0%2.0%60.8 FSLA MESA AVE
STA. 10+20.85~20.85' LTCL OF NEW PED RAMPPER SDRSD G-27A60.72 FS(60.92 FS)XXXXXXXOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOECONCSTA. 2+24.92~21.0' RT62.05 TC(61.55 FL)STA. 2+24.85~25.0' RT61.7 TC61.61 FL61.7 TC61.7 FS61.76 FS61.66 FS2.5%2.5%6.1'4.0'4.0'1.5%1.0%61.72 FS1.5%1.5%STA. 2+19.67~15.0' RT61.6 TC(61.1 FL)STA. 2+24.88~23.0' RTCL OF NEWPCC PEDRAMP PERSDRSD 31DSTA. 2+35.65~24.98' RT61.45 FSSTA. 2+32.48~17.67' RTCL OF NEW PCCALLEY APRON PERSDRSD G-17; 61.53 FSEL PORTAL STSTA. 2+46.07 ~15.0' RTMATCH TO EXISTINGPCC C&G(62.1 TC)(61.4 FL)STA. 2+40.04~25.0' RT62.3 TC61.8 FLSTA. 2+40.65~17.69' RT62.19 TC61.69 FLSTA. 2+24.31~17.65' RT61.88 TC61.38 FL(1.1%)2.0%LA6.0'60.6 FSPL2%FF = 62.0PAD ~ 61.3BFF = 52.0LOT 4326.0'11.5'14.5'PROP. 4" PCCSIDEWALKPROP. 4" PCCPATIOPROP. BIORETENTIONBASIN; SEE DETAILTHIS SHEETAPPROX.EX. GRADE61.75 FS61.2 TW59.5 BW61.1 TW59.5 BWPROP.RETAINING WALLPER SDRSD C-359.5 IE INEMERGENCY OVER FLOWPIPE; 60.5 TG; 60.1 IE1.5'2.0'BUBBLERCOBBLE RIP-RAPSPREADERFORCE MAIN FROMBROOKS BOXPLSA 3590DATEINT.INSPECTORREVIEWERPLANNINGPUBLIC WORKSTYLER G LAWSONDATEPRINCIPAL ENGINEERDATEAS-BUILT APPROVALSLDEV-021438-2022EL PORTALENCINITAS, CA 92024APN: 256-293-37GRADING PLAN FOR:RECOMMENDED:APPROVEDMICHAEL STRIZIC JILL T. BANKSTONPRINCIPAL ENGINEERCITY ENGINEERDATEDATEDATE: JUNE 20, 2022R.C.E. NO.: 80356EXP.: 12/31/24 TYLER G LAWSONPLANS PREPARED UNDER SUPERVISION OFTGLBKCHECKED BY:DRAWN BY:DESIGNED BY:DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: DATUM: NAVD88DATEAPPROVEDDESCRIPTIONCHANGE NO.BENCHMARKENGINEERING DIVISION APPROVALSCITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTSHEET OF 8DRAWING NO.PASCO, LARET, SUITER & ASSOCIATES
1911 SAN DIEGO AVE, SUITE 100, SAN DIEGO CA 92110
PH: 858-259-8212 FAX: 858-259-4812X2.5-IN BRASS DISK IN WELL MOMUMENTAT THE INTERSECTION OF SOUTH EL PORTALAND LA MESA BLVD. CONTROL SURVERY 18416 PT NO. 102560.601 FTBKPLANNING CASE NO: CDP-004803-2021 (LOT 43) & CDP-004804-2021 (LOT 44)J:\ACTIVE JOBS\3590 EL PORTAL\CIVIL\DRAWING\GRADING PLANS\3590-CV-GP-03-SECT.DWGTYPICAL SECTION - LA MESA AVENUETYPICAL SECTION - EL PORTAL STREETTYPICAL SECTION - PUBLIC ALLEY(ENCINITAS OWNED/PRIVATELY MAINTAINED)NOT TO SCALENOT TO SCALENOT TO SCALETYPICAL SECTION - BIORETENTION BASINNOT TO SCALETYPICAL DETAIL - RIBBON GUTTERNOT TO SCALETYPICAL DETAIL - SAWCUT AC PAVEMENTNOT TO SCALEPLAN VIEW - KEY MAPNOT TO SCALESECTION CUT A-ANOT TO SCALESECTION CUT B-BNOT TO SCALESECTION CUT C-CNOT TO SCALEALLEY CURB RAMP DETAILSCALE: 1" =4'CORNER CURB RAMP DETAILSCALE: 1" =4'3SECTION CUT D-DNOT TO SCALETYPICAL DETAIL - COBBLE RIP-RAP SPREADERNOT TO SCALEDocuSign Envelope ID: BDAFFDD9-81FE-4195-8F44-8873F5A2182310/02/202310/02/2023
12"TP12"TP12"TP12"TP8"TD8"TD4"TD6"TD4"TD4"TD4"TD5"TD16"TD6"TP6"TP6"TPX X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XX X
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOESW63
6262626161 61616161616060FF=61.60FF=63.34FF=63.28FF=63.33RF=74.5RF=74.6RF=72.5RF=74.9RF=87.9OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOETC=62.11TC=62.33TC=62.09TC=62.03TC=61.94TC=61.91TC=61.80TC=61.25TC=60.81TC=60.77TC=60.60TC=60.42TC=60.22FL=61.70FL=61.40FL=61.64FL=61.80FL=61.70FL=61.84FL=61.10FL=60.60FL=60.17FL=60.12FL=59.95FL=59.76FL=59.5861.7361.6661.4361.4361.2661.1160.8260.7260.4760.6660.7860.6762.0561.9461.9862.2262.1962.3562.6962.4261.7061.8261.4861.2360.8960.6760.5860.2760.2560.4560.3960.8860.8561.0461.0660.9260.9661.3461.3361.9061.5462.1362.0762.0661.9961.8561.1960.4661.3861.1261.9361.9462.1261.9262.0361.9062.3560.661.261.161.2EXISTING1 STORYBUILDINGEXISTING1 STORYBUILDINGINACCESSIBLEINACCESSIBLEINACCESSIBLEINACCESSIBLEINACCESSIBLE DECKDECKDECK CONC.CONC.CONCCONC.
CONC.
BRICK BRICK BRICK BRICKBRICKCONCCONCCONCASPHALTASPHALTASPHALTASPHALTASPHALT
CONCCONC.CONC.CONC.RIM=61.66GRASSGRASSGRASSGRASSGRASSCONC.BRICK SDPSSPSDPSSPSDSDSDSDSDSD SDSDSDSDSDSDSD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD 25.0' 25.0' 25.0' 50.0'LALALALAPROPOSED RESIDENCEFF = 62.0PAD ~ 61.3BFF ~ 52.0LA MESA AVE
EL PORTAL STN 18°10'41" W 80.00'LOT 43LOT 44LOT 42BLOCK JMAP 1800LOT 3BLOCK JMAP 1800LOT 2BLOCK JMAP 1800N 71°48'06" E 100.00'N 71°47'49" E 102.00'N 18°10'02" W 70.03'N 71°48'28" E 89.99'APN: 256-293-36-00APN: 256-293-02-00APN: 256-293-44-00ALLEY PROPOSED RESIDENCEFF = 62.0PAD ~ 61.3BFF ~ 52.0DETACHEDGARAGEGF = 62.5GF = 62.5DETACHEDGARAGE R = 10.0'Δ = 89°58'30" L = 15.70'SILT FENCE PERDETAIL C THIS SHEETGRAVEL BAGS INLETPROTECTION PERDETAIL B THIS SHEETGRAVEL BAGS INLETPROTECTION PERDETAIL B THIS SHEETGRAVEL BAGS PERDETAIL B THIS SHEETGRAVEL BAGS PERDETAIL B THIS SHEETSTABILIZEDCONSTRUCTIONENTRANCE PERDETAIL A THIS SHEETLOT 1BLOCK JMAP 1800APN: 256-293-01-00PLSA 3590DATEINT.INSPECTORREVIEWERPLANNINGPUBLIC WORKSTYLER G LAWSONDATEPRINCIPAL ENGINEERDATEAS-BUILT APPROVALSLDEV-021438-2022EL PORTALENCINITAS, CA 92024APN: 256-293-37GRADING PLAN FOR:RECOMMENDED:APPROVEDMICHAEL STRIZIC JILL T. BANKSTONPRINCIPAL ENGINEERCITY ENGINEERDATEDATEDATE: JUNE 20, 2022R.C.E. NO.: 80356EXP.: 12/31/24 TYLER G LAWSONPLANS PREPARED UNDER SUPERVISION OFTGLBKCHECKED BY:DRAWN BY:DESIGNED BY:DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: DATUM: NAVD88DATEAPPROVEDDESCRIPTIONCHANGE NO.BENCHMARKENGINEERING DIVISION APPROVALSCITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTSHEET OF 8DRAWING NO.PASCO, LARET, SUITER & ASSOCIATES
1911 SAN DIEGO AVE, SUITE 100, SAN DIEGO CA 92110
PH: 858-259-8212 FAX: 858-259-4812X2.5-IN BRASS DISK IN WELL MOMUMENTAT THE INTERSECTION OF SOUTH EL PORTALAND LA MESA BLVD. CONTROL SURVERY 18416 PT NO. 102560.601 FTBKPLANNING CASE NO: CDP-004803-2021 (LOT 43) & CDP-004804-2021 (LOT 44)J:\ACTIVE JOBS\3590 EL PORTAL\CIVIL\DRAWING\GRADING PLANS\3590-CV-GP-04-EC.DWGPLAN VIEW - EROSION CONTROL PLANSCALE: 1" =10'4STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIESCONCRETE WASHOUTCONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETEWASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATERCONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.CONSTRUCTION SITE ACCESSA STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USINGMATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES.CONSTRUCTION VEHICLESA SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINEEQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE.EROSION CONTROLEROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSIONRESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USINGPERMANENT AND TEMPORARY EROSION CONTROL MEASURES.REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THENATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALLBE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.ON-SITE CONSTRUCTION MATERIAL STORAGESTORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILLSTAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLUTION OFSTORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALLBE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOILSTABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.TRAININGCONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATERPOLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTORMUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.WASTE MANAGEMENTCONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTSON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURALSTORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BEPLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATIONCAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ONDISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERSCALL EDCO AT (760) 436-4151.POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE.PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATEPORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THATMAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITEFOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITASAT (760) 633-2770.NOTE:RUNOFFGAP BETWEEN BAGSACTS AS SPILLWAYAREA DRAINTWO LAYERS OFGRAVEL BAGS WITHENDS OVERLAPPEDNOT TO SCALEDETAIL B: GRAVEL BAGS1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS.2. STAPLE WIRE FENCING TO THE POSTS.3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH.4. BACKFILL AND COMPACT THE EXCAVATED SOIL.4 IN (10 CM)FILTER FABRICWIRENOT TO SCALEDETAIL C: SILT FENCENOT TO SCALEDETAIL A: CONSTRUCTION ENTRANCECONTRACTOR TO MODIFY CONSTRUCTIONENTRANCE IN THE FIELD AS NECESSARYCONSTRUCT SEDIMENT BARRIER AND CHANNELIZERUNOFF TO SEDIMENT TRAPPING DEVICEOWNERRREG INVESTMENTS SERIES,LLC SERIES 10435315 AVENIDA ENCINAS, SUITE 200CARLSBAD, CA 92008SITE ADDRESS223 EL PORTAL STREETENCINITAS, CA 92024APN: 256-361-37-00387 LA MESA AVENUEENCINITAS, CA 92024APN: 256-361-37-00SPECIAL NOTES:1. NO WORK WITHIN CITY RIGHT-OF-WAY TO BE DONE UNDERTHIS PERMIT. A SEPARATE PERMIT IS REQUIRED FOR WORKWITHIN THE CITY RIGHT-OF-WAY2. A PRECONSTRUCTION MEETING IS REQUIRED 72-HOURS INADVANCE OF SCHEDULED START DATE. PLEASE CONTACTENGINEERING INSPECTOR. BUILDING PERMIT TO REQUIRESEPARATE PRECONSTRUCTION MEETING.3. ALL WASTE MATERIAL SHALL BE HAULED OFF SITE AND OUTOF CITY TO AN APPROPRIATE LANDFILL. HAUL PERMITREQUIRED.EROSION CONTROL1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DUNN AT (949) 637-3254, 24 HOURS A DAY.2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINYSEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 ATCONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHENRAIN IS IMMINENT.3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERINGINSPECTOR.4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OFTHE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITYENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLICTRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSIONOF EACH WORK DAY.9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THEFIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVEDAFTER EACH RAINFALL.SSVSE-7STREET SWEEPING & VACCUUMINGCWMWM-8CONCRETE WASTE MANAGEMENTMDSWMWM-1WM-5SE-1SE-4, SE-6, SE-10TR-1STORAGEMATERIAL DELIVERY &WASTE MANAGEMENTSILT FENCE PER DETAIL CGRAVEL BAGS PER DETAIL BPER DETAIL ACONSTRUCTION ENTRANCEEROSION CONTROL LEGENDSSVSSVCWMMDSWM SECTION C-C CCDocuSign Envelope ID: BDAFFDD9-81FE-4195-8F44-8873F5A2182310/02/202310/02/2023
DESIGN BUILD PLANS
RIOFT AA NILFOE
A
T
S
C NGNL
ANOFOP
II
RR SS
EEE
E
DERETSIGERD
EREP.OR
Exp.
C 80503
3/31/25
LIVIC
Y
12"TP
12"TP
12"TP
12"TP
8"TD 8"TD4"TD
6"TD
5"TD
16"TD
6"TP
6"TP
6"TPXXXXXXXXXXXXXXXXXXXXXXX X X
X X X XXXXXXXXXXX X X
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE
OE
OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOE
OE
S
W
W
6362
62
6261
6161
61
61
61616060FF=63.34
RF=72.5
RF=75.7
RF=85.6
RF=74.9
RF=87.9OEOEOEOE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
TC=62.11 TC=62.33
TC=62.09
TC=62.03
TC=61.94
TC=61.91
TC=61.80TC=61.25TC=60.81
TC=60.77
TC=60.60
TC=60.42
TC=60.22
TC=60.03
FL=61.70
FL=61.40
FL=61.64
FL=61.80
FL=61.70
FL=61.84
FL=61.10FL=60.60FL=60.17
FL=60.12
FL=59.95
FL=59.76
FL=59.58
FL=59.42
61.73
61.66
61.43
61.43
61.26
61.11
60.82
60.72
60.47
60.6660.78
60.67
62.05
61.94
61.98
62.22
62.19
62.35 62.69
62.42
61.7061.82
61.76
61.48
61.2361.52
60.8961.29
60.67
61.00
60.58
60.66
60.4560.56
60.09 60.10
60.27 60.25
60.45
60.39
60.88 60.85
61.04
61.06
60.92
60.96
61.34
61.33
61.90
61.54
62.13
62.07
62.06
61.99
61.85
61.19
60.46 61.38
61.12
61.93
61.94
62.12
61.92
62.03
61.90
62.35
60.6
61.2
61.1
61.2
INACCESSIBLEINACCESSIBLE
DECK
BRICKBRICKBRICKBRICK
BRICK
CONC CONC CONC
ASPHALT
ASPHALT
ASPHALTASPHALTASPHALTCONC
CONC.CONC.CONC.RIM=61.66
W W W W W W W W W W W W W W W W W W
S S S S S S S S S S S S S S S S S S S S S S S S
SSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWW
W
W
GGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G G G G G G G G
S S S
W
S S S
SDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDEE JT JTJTJTJTEEEE E
E E E E E E E
GGGG2
3
SNF
SNF
EL PORTAL STREET
LA MESA AVENUELOT 44
LOT 43
LOT 42 ALLEYBLOCK J SEASIDE GARDENS MAP 1800101.99'116.99'
N 71°48'28" E 218.98' (N 71°08'59" E 218.98' R1)
89.99' (90' R2)80.00'82.03'N 18°10'02" W 162.03' (N 18°50'00" W 162.00' CF R1)100.00' (100' R2)
N 71°47'49" E 102.00' (S 71°10' W R2)70.03' (70' CF R2)40.00' (40' R2)80.00' (80' CF R2)N 18°10'41" W 202.00' (N 18°50' W R2)2'15'
15'
L=15.70' (15.71' R2)
R=10.00' (10' R2)
D=89°58'30" (90° R2)
2'25'25'25'25'40.00' (40' R2)CR 23751
LOT 1
LOT 2
LOT 3
CR 11845
S EL PORTAL 15.0' 9.0'
24.0' BACK UP
SPACE
9.0'
24.0' BACK UP
SPACE
8.0'
6.0'
5' SYSB 4.0' 4.0' 10' SSYSB
5' SYSB
25.0'
25.0' 4.0' 20' FYSB 25.0' 50.0' 15.0' TO TC 3.0'
5' SYSB
20' FYSB
20' RYSB
20' RYSB
7.5' 7.5'
6.0' 10.0' 6.0' 4.0'4.0'0.5%1.2%0.6%LALA
2.0%2.0%2.0%
2.0%
LA
LA
1.0%
1.0%
1.0%
1.0%
PROPOSED RESIDENCE
FF = 62.0
PAD ~ 61.3
BFF ~ 52.02.0%4.0%2.0%
2.0%
2.0%
2.0%
4.9%
2.0%
2.0%S EL PORTAL STLA MESA AVEEL PORTAL ST
40.00'40.00'N 18°10'41" W 80.00'(~60.6 GF)LOT 43
LOT 44
4.5%
6.7%
2.0%
3.5%
LOT 42
BLOCK J
MAP 1800
LOT 3
BLOCK J
MAP 1800
LOT 2
BLOCK J
MAP 1800
LOT 1
BLOCK J
MAP 1800
N 71°48'06" E 100.00'40.01'N 71°47'49" E 102.00'N 18°10'02" W 70.03'N 71°48'28" E 89.99'
APN: 256-293-36-00
APN: 256-293-01-00
APN: 256-293-02-00
APN: 256-293-44-00ALLEYPROPOSED RESIDENCE
FF = 62.0
PAD ~ 61.3
BFF ~ 52.0
DETACHED
GARAGE
GF = 62.5GF = 62.5DETACHED
GARAGE
11
11
11
11
1
3
9
16
12
12
14
1
15
15
15
15
15 15 15
4
4
4
2 19
2
2
21
20
2020
20
8
8
10
13
13 13
13
13
13
13
13
7
7
13
13
13
6
6
13
5
13
5
5
13
13
13
10
EX SEWER MH
(61.66 RIM)
(52.89 IE)
EXISTING 12" ACP
WATER MAIN PER DWG
113 W.O.
EXISTING 8" V.C. SEWER
MAIN PER DWG 5971
PLACE
60.9 TG
60.3 IE
EXISTING FIRE HYDRANT
TO REMAIN
EXISTING 6" AC WATER
MAIN PER DWG 113 W.O.
EXISTING 8" V.C. SEWER
MAIN PER DWG 5971
STA 10+59.02 ~0.08' LT
CONNECT TO EX.
SEWER; (52.69 IE@MAIN);
(53.89 IE@LATERAL)
STA. 10+62.67 ~15.0' LT
BMP OVERFLOW TO CURB
FACE; (59.95 IE OUT)
61.2 FL
61.45 FS
(61.9 FS)
62.11 TC
61.61 FS
61.65 FL (62.0 FS)
(61.9 FS)
62.0 FS
61.0 FG
61.75 FS
60.9 TG
53.8 IE
62.5 FS
61.83 FG
55.0 TG
54.0 IE
61.1 TG
60.0 IE
61.75 FS60.8 TG
59.6 IE
STA. 10+63.56 ~15.0' LT
CONSTRUCT PCC C&G;
60.45 TC; (59.95 FL)
STA. 10+79.89 ~15.0' LT
BMP OVERFLOW TO CURB
FACE; (59.81 IE OUT)
61.14 FS
61.1 FS
61.4 FS
59.5 IE
60.5 TG
60.1 IE
61.0 FG
60.55 FL
61.0 FG
61.75 FS
60.5 TG
60.0 IE
60.46 FS
59.5 IE
61.75 FS
61.15 FS
59.5 IE
60.46 FS
60.8 TG
59.7 IE
STA. 10+95.02 ~15.0' LT
CONSTRUCT PCC C&G
60.2 TC; 59.7 FL
61.55 FS
61.75 FS
61.75 FS
55.0 TG
53.7 IE
61.0 FG
(60.4 FG)
(60.3 FS)
60.8 TG
59.9 IE
55.0 TG
54.0 IE
61.0 FG
62.0 FS
61.3 FG
62.5 FS
62.0 FS
60.9 TG
54.2 IE
60.9 TG
54.4 IE
61.83 FG
62.2 FS
62.7 FS
61.0 FG
61.0 FG
61.0 FG
60.9 FL
60.95 FL
(62.3 FS)(61.9 FG)
(62.5 FS)
(62.35 FS)
61.8 FL
62.35 FS
61.95 FL
(62.4 FS)
62.05 FL
(62.3 FS)
(62.4 FS)
(63.0 FS)
61.0 FS
STA. 10+34.94 ~ 15.1' LT
CONSTRUCT PCC C&G;
60.6 TC; (60.1 FL)
60.8 FS
60.9 TG
53.6 IE 62.7 FS
61.0 FG
60.75 TG
59.75 IE
61.83 FG
61.83 FG
62.1 FS
62.1 FS
61.7 HP
61.83 FG61.0 FG
60.9 TG
53.5 IE
60.9 TG
53.35 IE
61.0 FG
55.0 FS55.0TG
53.1 IE
DEEPENED
FOOTING
EXISTING
LOT LINE
EXISTING RETAINING
WALL TO REMAIN
EXISTING RESIDENCE
TO REMAIN
EXISTING PCC
SIDEWALK
EXISTING WATER METER
AND SERVICE TO
REMAIN
EXISTING 6" AC WATER
MAIN PER DWG 113 W.O.
STA 11+00.03 ~ 0.1' LT
CONNECT TO EX. SEWER;
(52.56 IE@MAIN);
(53.76 IE@LATERAL
STA. 11+05.02 ~14.89' LT
MATCH TO EXIST PCC C&G
(60.2 TC);(59.6 FL)
60.65 FS
100 SF
BMP #2
FG = 59.5
STEP
DOWN
100 SF
BMP #2
FG = 59.5
COLUMN
(TYP.)
EXISTING
STRUCTURE TO
REMAIN
22
22
22
22
(61.0 TW)
52.0 BW@BFF
(61.2 TW)
52.0 BW@BFF
(61.6 TW)
52.0 BW@BFF
61.3 TW
55.0 BW
61.3 TW
55.0 BW
61.3 TW
55.0 BW
61.3 TW
55.0 BW
61.3 TW
55.0 BW
61.3 TW
55.0 BW
62STA. 10+54.01 ~7.71' LT
CONNECT TO WATER MAIN
STA. 10+70.83 ~7.71' LT
CONNECT TO WATER MAIN
EL PORTAL ST STA. 1+00 =
LA MESA AVE STA 10+00
10+20.85 ~ 20.85' LT
CL OF NEW PCC CURB RAMP;
SEE DETAIL SHEET 3 STA. 2+46.07 ~15.0' RTMATCH TO EXISTING PCC C&G(62.1 TC)(61.4 FL)STA. 2+19.67 ~15.0' RTCONSTRUCT PCC C&G;61.6 TC; (61.1 FL)STA. 1+74.82 ~15.0' RTCONSTRUCT PCC C&G;61.1 TC; (60.6 FL)STA. 2+24.85 ~25.0' RTCONSTRUCT PCC C&G;62.3 TC; (61.8 FL)STA. 2+24.88 ~23.0' RTCL OF NEW PCC PED RAMP;SEE DETAIL SHEET 3STA. 1+35.75 ~15.0' RTCONSTRUCT PCC C&G;(60.8 TC); 60.3 FL0.8%(1.1%)
R = 10.0'
Δ = 89°58'30"
L = 15.70'
BEGIN ALLEY
IMPROVEMENTS
EXISTING GRAVEL
ALLEY TO REMAIN
17
1360.5 TG
60.0 IE
61.15 TW
59.5 BW
61.3 TW
59.5 BW
61.1 TW
59.5 BW
61.1 TW
59.5 BW
61.1 TW
59.5 BW
61.3 TW
59.5 BW
61.7 TW
59.5 BW
62.0 FS
13 61.1 TG
54.4 IE
61.3 FG
3.0'
3.8%
3.8%
ELEC.
METER
GAS
METER
GAS
METER
ELEC.
METER
PROP.
TRANSFROMER
SHORING DESIGN GROUP7727 CAMINITO LILIANA, CA 92129PH: (760) 586-8121DRAWING NO.CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTION APPROVED DATE DESIGNED BY:DRAWN BY:CHECKED BY:
RPR
PLANS PREPARED UNDER SUPERVISION OF
ROY P REED
DATE:
R.C.E. NO.:
EXP.:
RECOMMENDED:APPROVED:
AS-BUILT APPROVALS
3/31/25
80503
DATE DATE
MICHAEL STRIZIC JILL T. BANKSTON
PRINCIPAL ENGINEER CITY ENGINEER
DESCRIPTION:
ROY P REED DATE
PRINCIPAL ENGINEER DATE
INT. DATE
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
021438-2022
EL PORTAL
ENCINITAS, CA 92024
APN: 256-293-37
PLANNING CASE NO: CDP-004803-2021 & CPD-004804-2021
TJRRPR
SHEET OF 8
PLOT DATE: 6/21/23ELEVATION: 60.601' DATUM: NAVD88
2.5-IN BRASS DISK IN WELL MONUMENT
LOCATION:AT THE INTERSECTION OF SOUTH EL PORTAL
AND LA MESA BLVD.
RECORD FROM: CONTROL SURVEY 18416 PT NO. 1025
TEMPORARY SHORING PLAN FOR:LDEV-6-21-23
STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS
DIVISION OF OCCUPATIONAL SAFETY AND HEALTH
TRENCH/EXCAVATION PERMIT NO._ _ _ _ _ _ _ _ _ _ _ _
Know what's below.
before you dig.Call
R
DIG ALERT!! TWO WORKING DAYS BEFORE DIG
ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS
DIG ALERT & GENERAL CONTRACTOR SHALL LOCATE & POTHOLE
(AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL
CONSTRUCTION BEGINS.
XX
LEGEND
T.O.W. = TOP OF SOLDIER BEAM WALL
B.O.W. = BOTTOM OF SOLDIER BEAM WALL
(P) = PROPOSED
(E) = EXISTING
PROPOSED IMPROVEMENTS
IMPROVEMENT SYMBOL
TEMPORARY SOLDIER BEAM
TEMPORARY TIMBER LAGGING
SOLDIER BEAM COUNT
x
SHXDETAIL/SECTION CALLOUTS
BY OTHERS = WORK OUTSIDE SHORING SCOPE
DESIGNATES 3x12 PRESSURE
TREATED LAGGING DF#2
RIGHT-OF-WAY
12345678
PROPOSED BASEMENTS EL PORTAL STREETEL PORTAL STREET
RIGHT-OF-WAY
RIGHT-OF-WAY
PROPERTY LINE
EXISTING RESIDENCE
PROPOSED BIO-FILTRATION
(SEE CIVIL DRAWINGS)
CAUTION!!! EXISTING
OVERHEAD POWER LINES
PROPOSED GARAGE
LOT 44 RESIDENCE
PROPOSED GARAGEPROPOSED LATERALS
(SEE CIVIL DRAWINGS)ALLEYDESIGN CRITERIA
1.SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED
IN THE FOLLOWING GEOTECHNICAL REPORT(S):
A. REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION
PROPOSED EL PORTAL RESIDENTIAL PROJECT
223-225 EL PORTAL STREET
ENCINITAS, CALIFORNIA
PREPARED BY: GEOTECHNICAL EXPLORATION, INC.
DATED: JUNE 23, 2021
2. SOIL DESIGN PRESSURES
A. PASSIVE EARTH PRESSURE = 650PSF/FT
B. LATERAL EARTH PRESSURE = 38PSF/FT
C. BUILDING SURCHARGE = 900PLF LATERAL LINE LOAD
D. LIVE LOAD SURCHARGE = 72PSF (UNIFORM)
PROPOSED TEMPORARY SHORING
(SEE SHEET SH6 FOR PROFILE)
5
DocuSign Envelope ID: BDAFFDD9-81FE-4195-8F44-8873F5A21823
10/02/2023 10/02/2023
DESIGN BUILD PLANS
RIOFT AA NILFOE
A
T
S
C NGNL
ANOFOP
II
RR SS
EEE
E
DERETSIGERD
EREP.OR
Exp.
C 80503
3/31/25
LIVIC
Y
16/3:SCALE
60.00'
50.00'
40.00'
7 SPACES @ 8'-0" O.C. = 56'-0"
"H"
T.O.W. = 61.50'
EXISTING GRADE
82.00'
5
SH7
TEMPORARY SOLDIER BEAM
(SEE SCHEDULE FOR SIZE)
SB#1
SB#2 SB#3 SB#4 SB#5 SB#6 SB#7
SB#8
B.O.W. = 56.50'
60.00'
50.00'
40.00'
T.O.W. = 61.50'
B.O.W. = 56.50'
B.O.W.=
49.50'
"D"
B.O.W.=
49.50'
T.O.W. = 61.50'12"TP12"TP6"TP6"TP6"TPXXXXXXXXXXOEOE616060RF=72.5OEOEOEOEOEOEOEOEOEOE60.2760.2560.4560.3961.8560.4661.3861.1261.9361.9462.1260.6INACCESSIBLEINACCESSIBLEBRICKSSSD
SD SD SD SD
SDSDSD SD
SD3SNFLOT 43BLOCK J SEASIDE GARDENS MAP 1800N 18°10'02" W 162.03' (N 18°50'00" W 162.00' CF R1)100.00' (100' R2)N 71°47'49" E 102.00' (S 71°10' W R2)N 18°10'41" W 202.00' (N 18°50' W R2)15'2'40.00' (40' R2) 9.0' 24.0' BACK UPSPACE 4.0' 5' SYSB 20' FYSB 20' RYSB0.6%LA1.0%PROPOSED RESIDENCEFF = 62.0PAD ~ 61.3BFF ~ 52.02.0%4.9%2.0%2.0%40.00'N 18°10'41" W 80.00'(~60.6 GF)LOT 433.5%40.01'N 71°47'49" E 102.00'GF = 62.5DETACHEDGARAGE11111161215154220131313131313561.75 FS60.46 FS61.75 FS61.15 FS59.5 IE60.46 FS60.8 TG59.7 IE61.55 FS61.75 FS61.75 FS55.0 TG53.7 IE61.0 FG(60.4 FG)(60.3 FS)60.8 TG59.9 IE55.0 TG54.0 IE61.0 FG62.0 FS61.3 FG62.0 FS60.9 TG54.2 IE60.9 TG54.4 IE61.83 FG62.2 FS(62.3 FS)(61.9 FG)62.05 FL(62.3 FS)DEEPENEDFOOTINGEXISTING RETAININGWALL TO REMAINEXISTING RESIDENCETO REMAINSTEPDOWNEXISTINGSTRUCTURE TOREMAIN(61.0 TW)52.0 BW@BFF(61.2 TW)52.0 BW@BFF(61.6 TW)52.0 BW@BFF61.3 TW55.0 BW61.3 TW55.0 BW61.3 TW55.0 BW61.3 TW55.0 BW61.15 TW59.5 BW61.1 TW59.5 BW1361.1 TG54.4 IE61.3 FGELEC.METERSHORING DESIGN GROUP7727 CAMINITO LILIANA, CA 92129PH: (760) 586-8121DRAWING NO.CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTION APPROVED DATE DESIGNED BY:DRAWN BY:CHECKED BY:
RPR
PLANS PREPARED UNDER SUPERVISION OF
ROY P REED
DATE:
R.C.E. NO.:
EXP.:
RECOMMENDED:APPROVED:
AS-BUILT APPROVALS
3/31/25
80503
DATE DATE
MICHAEL STRIZIC JILL T. BANKSTON
PRINCIPAL ENGINEER CITY ENGINEER
DESCRIPTION:
ROY P REED DATE
PRINCIPAL ENGINEER DATE
INT. DATE
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
021438-2022
EL PORTAL
ENCINITAS, CA 92024
APN: 256-293-37
PLANNING CASE NO: CDP-004803-2021 & CPD-004804-2021
TJRRPR
SHEET OF 8
PLOT DATE: 6/21/23ELEVATION: 60.601' DATUM: NAVD88
2.5-IN BRASS DISK IN WELL MONUMENT
LOCATION:AT THE INTERSECTION OF SOUTH EL PORTAL
AND LA MESA BLVD.
RECORD FROM: CONTROL SURVEY 18416 PT NO. 1025
TEMPORARY SHORING PLAN FOR:LDEV-6-21-23~TEMPORARY 1-1 SLOPE
(BY OTHERS, TYPICAL)
1
SH7
2
SH7
1'-0"
1.SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR SHORING ATTRIBUTES.
2.POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION.
3.TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING & PROPOSED FEATURES,
AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE
HORIZONTAL CONTROL & COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS.
REPORT ANY VARIATIONS TO THE SHORING ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK.
NOTES:
1 2 3 4 5 6 7 8
PROPOSED BASEMENT
TEMPORARY 1-1 SLOPE
(BY OTHERS, TYPICAL)~PROPERTY LINE PROPOSED SUMP
(SEE CIVIL DWG)
PROPOSED GARAGE
3
SH7
ALLEYRIGHT-OF-WAY
EXISTING RESIDENCE
RIGHT-OF-WAY
(E) SIDEWALK
LEGEND:
T.O.W. = TOP OF WALL
B.O.W. = BOTTOM OF WALL
DESIGNATES 3x12 PRESSURE
TREATED LAGGING DF#2
PROPOSED TEMPORARY
SHORING (TYPICAL)
6
PROFILE - LOOKING SOUTH
SCALE: 1" = 16/3'
5'-4"
4'-0"
DocuSign Envelope ID: BDAFFDD9-81FE-4195-8F44-8873F5A21823
10/02/2023 10/02/2023
DESIGN BUILD PLANS
RIOFT AA NILFOE
A
T
S
C NGNL
ANOFOP
II
RR SS
EEE
E
DERETSIGERD
EREP.OR
Exp.
C 80503
3/31/25
LIVIC
Y
20d COMMON NAIL FOR LAGGING
INSTALLATION (4 PER BOARD)
SOLDIER BEAMTIMBER LAGGING
(SEE ELEVATION)
TIMBER LAGGING DIAGONAL SUPPORT DETAIL
N.T.S.
TIMBER LAGGING
(SEE ELEVATION)
TIMBER LAGGING
(SEE ELEVATION)
5
SH7
44"
2"
21"
21"
CAL-OSHA GUARDRAIL DETAIL
N.T.S.
L2x2x3/8 ANGLE IRON ATOP
EACH SOLDIER BEAM MEMBER
SOLDIER BEAM, TYP.
(SEE SCHEDULE)
DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
EACH BEAM1/4"
3/8-inch Ø WIRE ROPE
ALONG ENTIRE SHORING
PERIMETER (TYP.)
L=6"
4
SH7
SOLDIER BEAM
DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
1.5" (MIN.)
BEARING
TIMBER LAGGING
(SEE ELEVATIONS)
LAGGING OFFSET DETAIL (SB# 2 & 7)
N.T.S.
2" (MIN.)
BEARING
3
SH7
EXISTING GRADE
(T.O.W., SEE ELEVATION)
"H"
"D"
Dshaft
TIMBER LAGGING, TYPICAL
(BACK LAG WHERE SPECIFIED)
1.5 SACK SLURRY SHAFT
BACKFILL (T.O.W. TO B.O.W)
2,500 PSI CONCRETE SHAFT
BACKFILL (B.O.W TO PILE TIP)
42" (MIN.)
SAFETY CABLE RAILING, PER
CAL-OHSA REQUIREMENTS
(TYP., AROUND ENTIRE SHORED
PERIMETER, SEE 4/SH7)
TEMPORARY CANTILEVERED SOLDIER BEAM (TYPICAL)
N.T.S.
SOLDIER BEAM, TYPICAL
(SEE SCHEDULE FOR SIZE)
BOTTOM OF EXCAVATION
(B.O.W., SEE ELEVATION)
1
SH7
NOTES: 1. FIELD VERIFY ALL EXISTING & PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION.
2. SEE SOLDIER BEAM SCHEDULE ON SH8 FOR VARIABLES "H", "D", & "Dshaft".
PARTIALLY ENCASED SOLDIER BEAM PLAN DETAIL - SB# 2-7
N.T.S.
PROPERTY LINE
TEMPORARY TIMBER
BLOCK-OUTS PLACED AT
INTERIOR FACE OF WALL FOR
SOLDIER BEAM REMOVAL.
WATER PROOFING
& DRAINAGE BOARDS
(BY OTHERS)
BURN HOLES THROUGH SOLDIER
BEAM WEBS FOR LONGITUDINAL
REBAR (1" DIA. MAX.)
SEE ELEVATION FOR SPACING EPOXY COAT ENTIRE BACK FLANGE
& 4" OF WEB ALONG THE FULL BEAM
LENGTH (TYP.)
PROPOSED SUBTERRANEAN
BUILDING WALL (BY OTHERS)
CUT & REMOVE PROTRUDING WEB & FLANGE UPON
COMPLETION OF THE PROPOSED STRUCTURE AND/OR
AS DIRECTED BY THE STRUCTURAL ENGINEER OF
RECORD. FILL ALL VOIDS WITH AN APPROVED
NON-SHRINK GROUT ACCORDING TO PROJECT
SPECIFICATIONS.
FILL VOIDS BEHIND LAGGING WITH
LEAN CONCRETE OR COMPACTED SOILTIMBER LAGGING
(SEE ELEVATION)
BUILDING WALL LONGITUDINAL REINFORCEMENT
(REFER TO STRUCTURAL DRAWINGS)
12" ±
2
SH7
(SEE PLAN)
NOTE: EPOXY PAINT IS NOT REQUIRED FOR SOLDIER BEAMS #2 & 7.SHORING DESIGN GROUP7727 CAMINITO LILIANA, CA 92129PH: (760) 586-8121DRAWING NO.CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTION APPROVED DATE DESIGNED BY:DRAWN BY:CHECKED BY:
RPR
PLANS PREPARED UNDER SUPERVISION OF
ROY P REED
DATE:
R.C.E. NO.:
EXP.:
RECOMMENDED:APPROVED:
AS-BUILT APPROVALS
3/31/25
80503
DATE DATE
MICHAEL STRIZIC JILL T. BANKSTON
PRINCIPAL ENGINEER CITY ENGINEER
DESCRIPTION:
ROY P REED DATE
PRINCIPAL ENGINEER DATE
INT. DATE
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
021438-2022
EL PORTAL
ENCINITAS, CA 92024
APN: 256-293-37
PLANNING CASE NO: CDP-004803-2021 & CPD-004804-2021
TJRRPR
SHEET OF 8
PLOT DATE: 6/21/23ELEVATION: 60.601' DATUM: NAVD88
2.5-IN BRASS DISK IN WELL MONUMENT
LOCATION:AT THE INTERSECTION OF SOUTH EL PORTAL
AND LA MESA BLVD.
RECORD FROM: CONTROL SURVEY 18416 PT NO. 1025
TEMPORARY SHORING PLAN FOR:LDEV-6-21-23
7
DocuSign Envelope ID: BDAFFDD9-81FE-4195-8F44-8873F5A21823
10/02/2023 10/02/2023
DESIGN BUILD PLANS
RIOFT AA NILFOE
A
T
S
C NGNL
ANOFOP
II
RR SS
EEE
E
DERETSIGERD
EREP.OR
Exp.
C 80503
3/31/25
LIVIC
Y
SOLDIER BEAM SCHEDULE
GENERAL NOTES
1.CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2019 CALIFORNIA BUILDING CODE.
2.TEMPORARY SHORING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF
CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL-OSHA).
3.HEAVY CONSTRUCTION LOADS SUCH AS CRANES, CONCRETE TRUCKS OR OTHER LOAD SURCHARGES NOT IDENTIFIED IN THE
"DESIGN CRITERIA", WILL REQUIRE ADDITIONAL ANALYSIS & FURTHER RECOMMENDATIONS. NOTIFY THE SHORING & SOILS
ENGINEER.
4.ALL TEMPORARY SHORING ELEMENTS DEPICTED WITHIN THESE DRAWINGS ARE LIMITED TO A MAXIMUM SERVICE LIFE OF
ONE (1) YEAR. AT THE END OF THE CONSTRUCTION PERIOD, THE EXISTING OR NEW STRUCTURES SHALL NOT RELY ON THE
TEMPORARY SHORING FOR SUPPORT IN ANYWAY.
5.AN UNDERGROUND SERVICE ALERT MUST BE OBTAINED 2 DAYS BEFORE COMMENCING ANY EXCAVATION.
6.THE OWNER OR THE REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY
ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION.
7.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION SERVICES, TESTING & NOTIFICATIONS.
8.ALL PERMITS SHALL BE PROCURED AND PAID FOR BY THE OWNER OR GENERAL CONTRACTOR.
9.ALL MONITORING PROVIDED IN THESE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
10.TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING & PROPOSED FEATURES, AS
PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTAL
CONTROL & COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. REPORT ANY
VARIATIONS TO THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK.
11.THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO EXCAVATION
AND THE INSTALLATION OF SHORING.
12.THE GEOTECHNICAL ENGINEER OF RECORD SHALL REVIEW & VERIFY THAT THE PROPOSED TEMPORARY SHORING,
CONFORMS TO THE SPECIFICATIONS OF THE APPROVED SOILS REPORT.
13.THE GENERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE
IMPROVEMENTS PRIOR TO INSTALLATION.
14.THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATION OVER
THE TOP OF SHORING BULKHEAD.
15.INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER CONTINUOUS OBSERVATION AND APPROVAL OF
THE GEOTECHNICAL ENGINEER AND AUTHORITY HAVING JURISDICTION.
16.ALTERNATIVE SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORING
ENGINEER.
17.IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, TO VERIFY CONDITIONS AT THE
JOB SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS WITHIN THE SHORING PLANS WITH RELATED REQUIREMENTS ON
THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER PERTINENT DRAWINGS BEFORE PROCEEDING WITH
CONSTRUCTION.
18.ALL GRADING & EXCAVATIONS PERFORMED FOR THE PROPOSED TEMPORARY SHORING AND/OR PROPOSED STRUCTURE, IS
OUTSIDE THE SCOPE OF SERVICES PROVIDED HEREIN. GENERAL CONTRACTOR IS RESPONSIBLE FOR CONDUCTING SITE
EARTHWORK IN CONFORMANCE WITH CAL-OSHA & GEOTECHNICAL RECOMMENDATIONS.
MATERIAL SPECIFICATIONS
STRUCTURAL STEEL
1.STRUCTURAL STEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A-572 OR ASTM
A-992 (GRADE 50).
2.MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, ASTM A-572 (GRADE
50) OR ASTM A-992.
3.TRENCH PLATES (LAGGING) SHALL CONFORM TO THE REQUIREMENTS FO ASTM A-36.
4.WIRE ROPE (GUARDRAIL): SHALL HAVE A MINIMUM BREAKING STRENGTH OF 13,500LBS.
STRUCTURAL & LEAN CONCRETE
A. STRUCTURAL CONCRETE:
1.STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2,500PSI AT 28-DAYS.
2.CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2019CBC & ACI 318 TO MEET THE FOLLOWING:
A. MAXIMUM 1-INCH HARDROCK CONCRETE CONFORMING TO ASTM C-33.
B. TYPE II/V NEAT PORTLAND CEMENT CONFORMING TO ASTM C-150.
C. SLUMP NO GREATER THAN 5-INCHES.
B. LEAN CONCRETE (SLURRY)
1.LEAN SAND SLURRY MIX SHALL CONTAIN A MINIMUM OF 1.5 SACKS TYPE II CEMENT PER CUBIC YARD.
TIMBER
1.TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 2 OR BETTER.
2.TIMBER LAGGING SHALL BE PRESSURE TREATED FOR GROUND CONTACT IN ACCORDANCE WITH AWPA
U1 USE CATEGORY 4A.
WELDING
1.ELECTRIC ARC WELDING PERFORMED BY QUALIFIED WELDERS USING E70XX ELECTRODES OR
CONTIUOUS WIRE FEED.
2.SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING.
CORROSION PROTECTION (STEEL)
1.EPOXY PAINT: SOLDIER BEAM EPOXY COATING SHALL BE BITUMASTIC COAL-TAR EPOXY (OR EQUAL).
TWO COATS SHALL BE APPLIED FOR A TOTAL DRY FILM THICKNESS OF 16 MILS.
SHORING INSTALLATION PROCEDURE
1.FIELD SURVEY DRILL HOLES & SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS & DATA SHOWN OR AS APPROVED BY
THE SHORING ENGINEER.
2.DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH AND DIAMETERS SHOWN. ALLOWABLE PLACEMENT TOLERANCE SHALL
BE 2" IN OR 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER.
3.INSTALL SOLDIER BEAMS ACCORDING TO THE DETAILS & SPECIFICATIONS SHOWN IN PLAN. IF NECESSARY, CASING OR
OTHER METHODS SHALL BE USED TO PREVENT LOSS OF GROUND OR COLLAPSE OF THE HOLE.
4.START EXCAVATION AFTER CONCRETE HAS CURED FOR A MINIMUM OF (3) THREE DAYS.
5.INSTALL LAGGING BETWEEN INSTALLED SOLDIER BEAMS IN LIFTS NO GREATER THAN 4'-0" OR AS OTHERWISE AUTHORIZED
BY THE GEOTECHNICAL ENGINEER.
6.BACKFILL ALL VOIDS BEHIND LAGGING WITH COMPACTED SOIL OR LEAN CONCRETE AS SPECIFIED IN THE DETAILS HEREIN.
7.REPEAT STEPS 5-6 UNTIL BOTTOM OF EXCAVATION IS REACHED.
8.ALL EXCAVATIONS SHALL BE LAGGED AND BACKFILLED BY THE END OF EACH WORKDAY. NO EXCAVATIONS SHALL BE LEFT
EXPOSED OR WITHOUT BACKFILL.
STATEMENT OF SPECIAL INSPECTIONS
VERIFICATION AND INSPECTION
1.Verify use of required design mix
2.Inspection of concrete placement for
proper application techniques.
3.Material verification of structural steel
a.For structural steel, identification
markings to conform to AISC 360.
b.Manufacturer's report
4.Inspection of welding
a.Multipass fillet welds
5.Material identification of timber
a.Identification of preservative
VERIFICATION AND INSPECTION ITEMS (OTHER)
6.Observe drilling operations and
maintain complete and accurate
records for each element.
7.Verify placement locations and
plumbness, confirm element
diameters, lengths, embedment into
bedrock (if applicable). Record concrete
and grout values.
CONTINOUS PERIODIC CBC REFERENCE
8.Verify excavations are extended to the
proper depth.
1904.2.2
2303.1.8.1
MONITORING
1.MONITORING SHALL BE ESTABLISHED AT THE TOP OF SOLDIER BEAMS SELECTED BY THE ONSITE
GEOTECHNCIAL REPRESENTATIVE AND AT INTERVALS ALONG THE WALL AS CONSIDERED APPROPRIATE.
2.THE GENERAL CONTRACTOR SHALL PERFORM A PRECONSTRUCTION SURVEY INCLUDING PHOTOGRAPHS
& VIDEO OF THE EXISTING SITE CONDITIONS. BASELINE SURVEY DATA TO BE SUBMITTED TO CITY LAND
SURVEYOR.
3.MONITORING SHALL BE PERFORMED AFTER ROUGH GRADING, ANY SIGNIFICANT STORM OR SEISMIC
EVENT AND AT THE TERMINUS OF THE PROJECT. FINAL MONITORING REPORT SHALL BE SUBMITTED TO
CITY LAND SURVEYOR PRIOR TO OCCUPANCY.
4.MAXIMUM THEORETICAL SOLDIER BEAM DEFLECTION IS 0.50-INCH. IF THE TOTAL CUMULATIVE
HORIZONTAL OR VERTICAL MOVEMENT (FROM START OF CONSTRUCTION) EXCEEDS THIS LIMIT, ALL
EXCAVATION ACTIVITIES SHALL BE SUSPENDED AND INVESTIGATED BY THE SHORING ENGINEER FOR
FURTHER ACTIONS (AS NECESSARY).
SPECIAL INSPECTION REPORT PREPARED BY: ______________________
DATED_____________. ON FILE WITH ENGINEERING DIVISION.SHORING DESIGN GROUP7727 CAMINITO LILIANA, CA 92129PH: (760) 586-8121DRAWING NO.CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTION APPROVED DATE DESIGNED BY:DRAWN BY:CHECKED BY:
RPR
PLANS PREPARED UNDER SUPERVISION OF
ROY P REED
DATE:
R.C.E. NO.:
EXP.:
RECOMMENDED:APPROVED:
AS-BUILT APPROVALS
3/31/25
80503
DATE DATE
MICHAEL STRIZIC JILL T. BANKSTON
PRINCIPAL ENGINEER CITY ENGINEER
DESCRIPTION:
ROY P REED DATE
PRINCIPAL ENGINEER DATE
INT. DATE
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
021438-2022
EL PORTAL
ENCINITAS, CA 92024
APN: 256-293-37
PLANNING CASE NO: CDP-004803-2021 & CPD-004804-2021
TJRRPR
SHEET OF 8
PLOT DATE: 6/21/23ELEVATION: 60.601' DATUM: NAVD88
2.5-IN BRASS DISK IN WELL MONUMENT
LOCATION:AT THE INTERSECTION OF SOUTH EL PORTAL
AND LA MESA BLVD.
RECORD FROM: CONTROL SURVEY 18416 PT NO. 1025
TEMPORARY SHORING PLAN FOR:LDEV-6-21-23
8
DocuSign Envelope ID: BDAFFDD9-81FE-4195-8F44-8873F5A21823
10/02/2023 10/02/2023