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LDEV-012597-2020 (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION. PROPOSED DISTRESSED RETAINING rMsio7T4E1I lei i5911:N1"JiBSKELLhrJgCIELV PID6Y211 11 N9SE1I9CV91UP6YK9Jld121 gill l\IM101.44:181AI 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE 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 DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (ill) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION' SHALL BE PROVIDED STATING: 'THE GRADING UNDER PERMIT NO: LDEV-012597-2020 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE 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 HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER, HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS 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 WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND 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 UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOT$ AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR $O AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED 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 MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE, NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 2. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. DESCRIPTION I APPROVED I DATE 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5 IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS 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 NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU ("IN PLACE"), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SEAN O' BRIAN AT (916) 398-0789. 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER 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 PUBLIC TRESPASS 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 CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES ANDIOR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. S. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' 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 SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. 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 IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. I \L�i� IT, 21 DESCRIPTION: 2.5" BRASS DISC LOCATION: NW CORNER OF DROP INLET NORTH SIDE OF SANTA FE DR. WEST OF 1-5 RECORD FROM: ENC48, LS 7322 ELEVATION: 173.376 FT DATUM: 14AVD88 CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A 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 CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. 1lei i(RAVIA11017d(IEIH9dE]I(CHdNIPJIII Ii-9c13:111:2\[EPfIgitflIl:711LHW21\M17:0I: q l DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL 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 SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 941CI�Jq:iuG1Ng11\74HiP-\Q�]`J:FI•Y�I�PCFYS�bY•91-1\gN]C[Nii:(NtVGtlN]C21CI ZH._19NCHt[NIPIIII�Yd3XKi]LI»�1� &TIA9g3ryy_TH:1116ME➢],y[KE]JCi01 WI:0IN1.3i SIINI1IX/gE ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR 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 TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS, DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS 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) 4364151. 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 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 AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS -CSD/ESD-(760)533-2770 LWD760-7530155 B. GAS & ELECTRIC - SDGE - (760)438-6200 C. WATER- SAN DIEGUITO WATER DISTRICT-1-800-227-2600 D. TELEPHONE - SEC BELL - (760)4893411 E. CABLE TV - COX COMMUNICATIONS-(760)F806-9809 X-2233 2. 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 BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT= 4' MAXIMUM VERTICAL DEPTH OF FILL = 8' CUT= 73 C.V. FILL= 0 C.V. EX/IMPORT= 0 C.V. (THE 73 CY OF CUT WILL BE USED LATER FOR BACK -FILL OF NEW RETAINING WALL) REMEDIAL = 73 C.V. (4' MAX VERTICAL CUT FROM BOTTOM OF FOOTING THEN 1:1 SLOPED BACK -CUT FOR RETAINING WALL) DISTURBED AREA= 861 SF IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 480 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 480SQFT INCREASE IN IMPERVIOUS AREA: 0 SOFT IMPERVIOUS AREA REPLACED: 0 SOFT OWNER OF NW LOT APN: 259-280-3"1 SITE ADDRESS 1147 BONITA DRIVE ENCINITAS, CA 92024 OWNER OF MAIN LOT APN: 259-2804300 SITE ADDRESS 900 SANTA FE DRIVE ENCINITAS, CA 92024 OWNER OF HE LOT ) APN: 259-280-36-02 SITE ADDRESS 1149 BONITA DRIVE -p ENCINITAS, CA 92024 71 it a m PROJECT LOCATION GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF 1� >(�NDR THE SITE.00I IWE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S yOFFICERS, OFFICIALS,EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY 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 ANV VICINITY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, N.T.S. CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. OWNER SIGNATURES: ADJACENT PROPERTY OWNERS 900 SANTA FE DRIVE 1147 BONITA DRIVE 1149 BONITA DRIVE LA JOLLA-CAL ASSOCIATES, L.P. REFER TO LETTER OF PERMISSION REFER TO LETTER OF PERMISSION A CALIFORNIA LIMITED PARTNERSHIP TO ENTER & GRADE SIGNED BY: TO ENTER & GRADE SIGNED BY: BY: K&Y INVESTMENTS, INC.. KURT MARTIN SCHUBERT WILLIAM & VIRGINIA ERICKSON ITS GEN L PARTNER/ BV: � RV KA PRESIDENT D � 2 11 /5/20 I, MARK D. HETHERINGTON, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JULY 30, 2020 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLAINS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. RCE NO.: 30488 & GE k 397 EXP. DATE: 3/21/22 JOB k: 9119.1 HETHERINGTON ENGINEERING, INC. 5365 AVENIDA ENCINITAS, SUITE A, CARLSBAD, CA 92008 760-931-1917 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLAINS OR DESIGN AND IT THEREFORE 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 EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE:0 DATE: 11/1020 FELL GONZALEZ ADAMS-STREETER CIVIL ENGINEERS 16755 VON KARMAN AVE, SUITE 150, IRVINE, CA 92606 949-474-2330 RCE EXPIRES 06/30/21 SHEETINDEX DESCRIPTION SHEET NO. TITLE SHEET 1 PLAN & SECTIONS 2 EROSION CONTROL PLAN 3 STRUCTURAL NOTES 4 STRUCTURAL DETAILS 5 O 10.0FF55/p4'( //A�� O P 4 NZ ^ �C) E V 4L �661,� a ADAMS STREETER Civil En/innnrs m�fi ".u,.W, .",,.,,11/10/2020m Ao4? 4 FELTX'GONZALEZ DATE R.C.E. 67660 EXP. 06/30/21 BMP PROJECT STATUS STANDARD PUBLIC WORKS I PLANNING DIVISION I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT 113020 12-02-24 SIGN DATE SIGN DATE SIGN V DATE SIGN DATE SIGN DATE AS -BUILT APPROVALS DESIGNED BY: 1 DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECO € d E t APPROVED: GRADING PLAN FOR: /� DATE:111 f,J, yU 900 SANTA FE DRIVE LDEV-012597-2020 ENGINEER'$NAME DATE ST O C EDWARDJ. WIMMER ENCINITAS NURSING & REHABILITATION CENTER R.C.E. NO.: 67660 �i CITY ENGINEER SENIOR ENGINEER DATE FELIX GONZALEZ EXP.: 06/30/21 Id 12-16-20 APN: 259-280-4300 DATE DATE SHEET 1 OF 5 U SPLASH WALL OMIT HALF BLOCK AT WALL TO ACCOMMODATE 8" DRAIN LINE & SOLID GROUT AROUND 8" PVC SCH 40 DOWNDRAIN PIPE. CONNECT TO DRAIN UNE 8" 18" I I I I I NLF 12'X12" NDS 1290 INING ATRIUM GRATE WHERE WALL SHOWN ON PLAN VIEW 8" PVC SCH. 40 DOWNDRAIN PIPE ADJUST CONTINUOUS 4" SUBDRAIN AROUND 8" DOWNDRAIN AT ATRIUM DRAIN OMIT HALF BLOCK AT WALL TO ACCOMMODATE 8" DRAIN LINE & SOLID GROUT AROUND CONNECT DOWNDRAIN TO CORRIDOR DRAIN LINE PRIOR TO POURING WALL FOOTING SECTION A -A ATRIUM GRATE & DOWNDRAIN PIPE WATERPROOFING NOTE 1. WATERPROOF ON SOIL -FACING SIDE 2. MANUFACTURER: CARLISLE CONSTRUCTION MATERIALS, INC. 3. MATERIAL INSTALLATION: ALL SYSTEM COMPONENTS TO BE INSTALLED BY APPROVED APPLICATORS AND BE INSTALLED PER MANUFACTURER'S INSTALLATION GUIDELINES. 4. PRIMER SYSTEM: CCW -702: ROLLED -ON PRIMER 5. WATERPROOFING SYSTEM: COW MIRADRI 860: SELF -ADHERING SHEET MEMBRANE 6. DRAINAGE SYSTEM: COW MIRADRAIN 6000: COMPOSITE DRAINAGE PANELS 8" 18" za 9" 99" 2' ///// NOTE: CONTRACTOR SHALL PROMDE POSITIVE DRAINAGE & MIN/ 0.5% GRADE FOR "V' DITCH UNLESS OTHERWISE SHOWN ON PROFILE 3" CONIC. OR GUNITE. SEE CONST. NOTES FOR PAVED DRAINAGE DEVICES INING WALL CONSTRUCTIONF OR CONCRETE DRAINAGE DEVICE 1. APPROVED MATERIAL FOR CONSTRUCTION OF DEVICE IS 9 EITHER 3" CONC. OR 3" GUNITE W/ 6" X 6" W 1.4 X W 1A W.W.F. (WELDED WIRE FABRIC) OR APPROVED EQUAL 2. PUMPCRETE IS AN ACCEPTABLE SUBSTITUTE FOR GUNITE & MAY BE INSTALLED WITH 6" X 6" W 1.4 X W 1.4 W.W.F. SCOPE OF WORK O18w WIDE °V" DITCH w THIS PLAN IS INTENDED TO BE REVIEWED AND APPROVED EXPEDITIOUSLY REQUESTING AN EMERGENCY GRADING OR ROUGH GRADING PERMIT IN ORDER TO COMMENCE DEMOLITION AND REPAIR OF THE FLOOD DAMAGED SLOPE AND RETAINING WALL IMMEDIATELY. A SEPARATE PRECISE GRADING AND RETAINING WALL PLAN WILL PROCESSED SUBSEQUENT TO THIS x ,G,n x m APPROVAL. ��_�__ / OF 306. THE SCOPE OF WORK OF THIS PLAN WILL �� , 3 1 300.288 INCLUDE THE DEMOLITION OF THE DAMAGED WALL - - --- ----� J AND FOOTING THAT IS IN CONFLICT WITH THE ° - _ - ° - PROPOSED WALL & FOOTING. THE GRADING IS =__'� Eg act` INTENDED TO BE PERFORMED WITHOUT ANY ° a°°- - ���-=� - ��___ -- 1 3( SHORING WITH A 4' VERTICAL CUT AND A - 300.16 Giza-((' pp 30, 1 :1 BACK -BACK CUT (SEE SECTION DETAILS AND _' - _°_ _ _ 4 _ ° ° - - ° _ INV ° _ _ LIMITS OF BACK -CUT ON PLAN). - - -° '- ° ° d 4 8 (30. THE LIMITS OF GRADING WILL EXTEND BEYOND - °° °. ° d°°. THE NORTH PROPERTY LINE; THEREFORE REFER TO THE PERMISSION TO GRADE LETTERS SIGNED / BY THE ADJACENT PROPERTY OWNERS (1147 & 1149 BONITA DRIVE). 900 SANTA FE DRIVE 259-280-43-00 318 PORTION OF NEIGHBOR'S 316 GRDI I LEVEL DECK ENCROACHMENT TO BE REMOVED 314 307.70 FS 312 NEW WALL PAI & GU TE 310 AF1 36a .os Tw6.73 EC306 06.23 FL304 1.20 FS3028 FS - 300 `O ^STRDET 298 FOOTING & FG=BF STEM ON SET S& 6 296 1147 BONITA DRIVE 900 SANTA FE DRIVE 1149 BONITA DRIVE 259-280-36-01 259-280-43-00 259-280-36-02 318 318 X. UPPER DECK �I z ---- z 316 NEW WALL U TER 1 316 -� ------ 10 & GU TER m 3.9' 10' 4.3' 10.0' m 14 II Im 2.4' 1.7 TOP OF 1:1 CUT �z 312 V I II 306.9 I/ '"' 310 z I/ 07.28 FG E%LOWER / DECK m 308 / 307.26 TF m L 306 x W w ? 305.58 BE \ `EX. FOOTING 304 21.33' SO X 02.92 t1.7' DEEP 302 004210 < ROUGH GRADE CUT 1 301.26 IT la 300 FS STRUCTURAL 98_92 DETAILS FOR 298 FOOTING & G=BF STEM ON SET 5& 6 296 WALL SECTION A-1 HORIZ SCALE T = 6 VERT SCALE: T = & 314 312 310 308 EXISfINC WALL 306 304 (301.18 FS)� 302 EXISTING FS --- 300 -� - - 300.42 1 298 (300.27 IN' CONNECT TO EXISTIK CORRIDOR DRA 296 4" MIN FROM TW TO EC 309.76 MINFROM, 1 308.37 TW- 3 EC TO (301.6i TW) --- 900 SANTA FE DRIVE 1149 BONITA DRIVE 259-280-43-00 259-280-36-02 V Im 31a z I s NEW WALL PAIR & GU TER I I'm 314 4.8' 10.0' I_ S.0' S.0' 1.5' 1310.6 FG 311.0 FG 1�1 312 V 1 09. 6 TW 1311.0 FG 311.0 FG Iw � /L- / 311.0 310 z /// 311.0 310 ti. / FG 9 f FG TOP OF m 309. 7 EC TOP OF 1:1 CUT 308 i 308. 7 FL I /h.1 1:1 CUT 308 < I EXISTING GROUND 3D6 < /I� EXISTING GROUND 3c p ROUGH GRADE CUT ROUGH GRADE CUT OD /� 301.2 FS / 302.92 302 f 1 301.16 FS 302.92 CO 30042 to a 301.28 1 130042 to a 'VL TF I� 30 FS Q' TF la STRUCTURAL 298.92 DETAILS FOR 298.92 298.92 FG=BF 298 FOOTING ON FG-BF FG-BF 296 SET 5 & 6 WALL SECTION B-1 HORIZ SCALE T = 6' VERT SCALE: T = 9 WALL PROFILE HORIZ SCALE T = 6' VERT SCALE T = 6' 1147 BONITA DRIVE, APN: 259-280-36-01 ,0.0FE55/OMq AS J,P�� �y CO,yzq sec ADAMS STREETER Civil � ��ry . ni�aizozo rF OG CI.IFF�P FEL ONZALEZ DATE R.C.E. 67660 EXP. 06/30/21 IGE NO. DESCRIPTION APPROVED DATE ° \ 5=So.eo4G- �� ° 8 d WALL SECTION C-1 HORIZ SCALE T = 6' VERT SCALE: T = 9 36.00' 4.00' 3tz CONSTRUCTION NOTES NEW REfANING WALL. SEE STRUCTURAL 1 DUALS ON SHEET 5 & 6. 4 MIN FROM TW TO EC 10' MIN FROM TO R 309.76 TW 309.09 TW ;I 308.44 TW 310 ® 18" WIDE "V" DITCH PER DETAIL HEREON. 12" X 12" NDS 1290 ATRIUM GRATE AND ______________ ________ _ _____________ 0.35% 309.43 EC n77s 1W O DOWNDRAIN PIPE PER DETAIL HEREON. 6" FROM EC TO 308.93 FL 2 FL _308 (( l SCH 40 STORM DRAIN PIPE. ® EXISTING WALL SLOPE PLAN. 39'3o gC 306.8 FL 306 5 COMPACTED BACKFILL PER GEOTECHNICAL O x DOWNDR�AIN 5 - n REPORT. 14 TW) DETAyAN SHEET 3 m 304 © 4" COURT YARD DRAIN: NDS 917SC / SUB -DRAIN (301.45 7W) l/'-_- 301.301yy EXISTING FS 1 302 O7 6" ATRIUM DRAIN: NOS 80 _ ----------- 001.75 FS) 300.42 TF 30.51 INV 300 298 O CONNECT PERFORATED 4" SUB -DRAIN TO DRAINLINE WITH NON -PERFORATED 4"PVC CORRIDER DRAIN IN FOOTING 'OSED CONNECT PERFORATED 4" SUB -DRAIN TO 3 HOLES DRAINUNE WITH NON -PERFORATED 4" PVC 296 IG REMOVE DAMAGED PORTION OF WALL &ING FOOT N RETAINING WALL AREA: 524.5 SF 1 5' 0' 2.5' 5' SCALE: 1" = 5' r/ 1149 BONITA DRIVE, APN: 259-280-36-02 /- - -11 F 3110�F - - 311.0=T� u L �\ i 311.0 FG rw a« 307.3 FG 1311.0 FG `dam ROUGH GRADE GRADINGxU ITS 311.1 FG \ III ICI � II�� X 310.7.3 FG 3 FG 3FG VI 311.0 FG 311O FG 307 EG 309.31 EG _ = 1j. -` - ,��I .35% 306 25 FL 1 - - _�1 T - 306.80 FL 0.3 - SG 06.80 -3. .�3 INV. ' 301.18H 4O 304.20 FS ZO1.18 HP e � - mme Tvr 301.15� 30J.75 TW 1 309.76 TW ° 300,3 INV 8 a 4 p ° 301.15TG 38.42. TW ° ° 308.43 iNV S : 30L6 301 TN 1.25 FS 301.28 F°S ° ((301.gg �FS�� J `,.H I 8.4 FS M hh m-2 Tw 900 SANTA FE DRIVE, APN: 259-28043=00 wd' WI RETAINING WALL NOTES: 1. THE MAXIMUM HEIGHT OF THE WALL IS TO BE 9'-4" AS NOTED ON THE WALL PROFILE. 2. THE ENTIRE EXISTING SLOPE THAT IS DAMAGED IS TO BE REMOVED AND CUT BACK FURTHER INTO THE ADJACENT PROPERTY AS NOTED BY "ROUGH GRADE CUT" ON WALL SECTIONS TO FURTHER STABILIZE AND TO REESTABLISH THE SLOPE BY PROPERLY RECOMPACTING PER THE SOILS ENGINEER'S RECOMMENDATIONS. BENCHMARK AS -BUILT APPROVALS DESIGNED BY: 1 DRAWN BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECORECM E t/ APPROVED: DESCRIPTION: CO BRASS DISC LOCATION: NW CORNER OF DROP INLET ///// DATE: 11/19/20 / /�, /KK/("` f�a4.aJ, WO,.,yyylq�. ENGINEER'S NAME DATE NORTH SIDE OF SANTA BE DR, WEST OFIS �GJF/ G R.C.E. NO.: 67660 - ST O ( EDWARD J. WIMMER K( CITY ENGINEER RECORD FROM: ENC-48, LS 7322 ELEVATION: 173.376 FT DATUM: NAVD88 FELIX GONZALEZ EXP.: O6/30Y21 12-16-20 DATE DATE SENIOR ENGINEER DATE M PROPERTY LINE 31 d 309.09 TW 1 NEWT LANDSCAPE _ 308.42 TW 309.76 TW �N THI�O ARI AREA -- 3DO TW 1 ° a ° ° 4 a ° m CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1DING PLAN FOR: 900 SANTA FE DRIVE ENCINITAS NURSING & REHABILITATION CENTER LDEV-012597-2020 APN: 259-280-4300 T SOURCE CONTROL REQUIREMENT SI PREVENTION OF ILLICIT DISCHARGES INTO THE STORM DRAIN SO$ PROTECT OUTDOOR MATERIALS STORAGE AREAS FROM RAINFALL, RUN-ON, RUNOFF AND WIND DISPERSAL SC* PROTECT MATERIALS STORED IN OUTDOOR WORK AREAS FROM RAINFALL, RUN-ON, RUNOFF AND WIND DISPERSAL SOH& PROTECT TRASH STORAGE AREAS FROM RAINFALL, RUN-ON, RUNOFF AND WIND DISPERSAL SDA MAINTAIN NATURAL DRAINAGE PATHWAYS AND HYDROLOGIC FEATURES SD-2 CONSERVE NATURAL AREAS, SOILS, VEGETATION SID-& MINIMIZE IMPERVIOUS AREA SD-4. MINIMIZE SOIL COMPACTION S" IMPERVIOUS AREA DISPERSION - DIRECTLY CONNECTED IMPERVIOUS AREAS (E.G. ROOF DOWNSPOUTS CONNECTED TO STREET) ARE NOT ALLOWED SD-& I RUNOFF COLLECTION SD-T. ILANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES 1147 BONITA DRIVE, APN: 259-280-36-01 Itt 0�0 h e QMUM I � d add_ --.-- �i�= 4d d EC1 �.ao d ° a d. a. d' -O 4 ° a'.d xia®O n m O d Q n TR JRE NEW UJ WINDY HILL TERRACE 1147 BONITA DR 1149 BONITA DR AREA OF 900 SNRA BE DR WORK i KAVA CT I I I I II __J SNGTA BE DR STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE SLURRY MORTAR STUCCO PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A 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. a N" L EC1 nxa> ua (311) 310 309 3G6 _ _ x 307 — 305 —:I = -- 304 305 304' 1149 BONITA DRIVE, APN: 259-280-36-02 900 SANTA FE DRIVE, APN: 259-280-43-00 WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR 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 TO DIVERT THE NATURAL STORMRUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. LOCATION MAP EROSION CONTROL POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES RECYCUNG RECEPTACLES AROUND THE SITE. NOT TO SCALE ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED AND BONDED FIBER MATRIX. LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. SCOPE OF WORK THIS PLAN IS INTENDED TO BE REVIEWED AND APPROVED EXPEDITIOUSLY. REQUESTING AN EMERGENCY GRADING OR ROUGH GRADING PERMIT IN ORDER TO COMMENCE DEMOLITION AND REPAIR OF THE FLOOD DAMAGED SLOPE AND RETAINING WALL IMMEDIATELY. A SEPARATE PRECISE GRADING AND RETAINING WALL PLAN WILL PROCESSED SUBSEQUENT TO THIS APPROVAL. THE SCOPE OF WORK OF THIS PLAN WILL INCLUDE THE DEMOLITION OF THE DAMAGED WALL AND FOOTING THAT IS IN CONFLICT WITH THE PROPOSED WALL & FOOTING. THE GRADING IS INTENDED TO BE PERFORMED WITHOUT ANY SHORING WITH A 4' VERTICAL CUT AND A 1:1 BACK -BACK CUT (SEE SECTION DETAILS AND LIMITS OF BACK -CUT ON PLAN). THE LIMITS OF GRADING WILL EXTEND BEYOND THE NORTH PROPERTY LINE; THEREFORE REFER TO THE PERMISSION TO GRADE LETTERS SIGNED BY THE ADJACENT PROPERTY OWNERS (1147 & 1149 BONITA DRIVE). ,0.0FE55/OMq AS J,xP� � CONzgIF, eC p e�°�fi0pr A ADAMS STREETER * * 'rIqrF OCG IVCEI\IFF�P�°CivillE�lvnvrs'ss ^ 1"..nzwexo e.�a...om 11/10/2020ssL FEALEZ DATE R.C.E. 67660 EXP. 06/30/21 NO. I DESCRIPTION TRASH CANS AND FREQUENTLY FOR LOCATE PORTABLE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WIZEN ABSOLUTELY NECESSARY. LARGE PROJECTS FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP (760) 633-2770. DECREASE EROSION. EROSION CONTROL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER 4QUIREMENTS AND THEIR OWN RESPONSIBILITIES. APPROVED DATE BENCHMARK DESCRIPTION: 2.5" BRASS DISC LOCATION: NW CORNER OF DROP INLET NORTH SIDE OF SANTA FE DR, WEST OF IS RECORD FROM: ENI LS 7322 ELEVATION: 173.376 FT DATUM: 14AVD88 AS -BUILT APPROVALS ENGINEER'S NAME DATE SENIOR ENGINEER DATE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SEAN_ QL BEIAN AT (916) 398-0789, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN—OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER 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 PUBLIC TRESPASS 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 CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 4A* FELIX GONZALEZ _ J ---E X....vX. �I,w' mflm 94 mmfl9r flg 89446m d' " mf a^*m2 99mm tlm flfl 9869 �e6 e. ° flb Q44g 69q 4ofl 490 iy 94a ®4bbflQ�om 00 Ofl ��.. 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LJ ° d d ° l d a. d Q 4 I-XIM.d a °_ d IT do a d d-. �..d. a „�. bdQ a d x d °a - a 4 Qom.,. a d d _ / 4 q _. _. mod_ _d �_4 a a n a�-YE„d ° G d ENGINEERING DIVISION APPROVALS UPERVISION OF RECO € G E t APPROVED: DATE: 11 1 0 fawaA'LLJ. W61nwLer fi]660 R.C.E. NO.: ST O C EDWARD J. WIMMER (.ITV FNr..INFFR EROSION CONTROL NOTES 9PLACE GRAVEL HAGS PER CASQA DETAIL SE-6. INLET PROTECTION PER CASQA DETAIL SE-10. OEC2 I` r 93 MATERIAL DELIVERY PAID STORAGE PER CASQA DEFAIL WM-1. y 94 SOLID WASTE MANAGEMENT PER CASQA DETAIL WM-5. 9 CONCRETE WASTE MANAGEMENT PER CASQA DETAIL WM-8. 5' 0' 2.5' 5' EC6 SPILL PREVENTION AND CONTROL PER CASQA DETAIL WM-4. SCALE: 1" = 5' CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MING PLAN FOR: 900 SANTA FE DRIVE ENCINITAS NURSING & REHABILITATION CENTER LDEV-012597-2020 APN: 259-280-4300 i T GENERAL 1. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2019 EDITION OF THE CALIFORNIA BUILDING CODE,TITLE 24, THE ORDINANCES OF THE LOCAL BUILDING OFFICIAL, AND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2. REFERENCE TO CODES, RULES REGULATIONS,STANDARDS, MANUFACTURERS INSTRUCTIONS OR REQUIREMENTS OF REGULATORY AGENCIES IS TO THE LATEST EDITION OF EACH IN EFFECT AT THE DATE OF SUBMISSION OF BID UNLESS THE DOCUMENT DAIS IS SHOWN. 3, DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, USE SIMILAR DETAILS OF CONSTRUCTION, SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER OF RECORD (SEOR). 4. DETAILS ON SHEETS TITLED TYPICAL DETAILS' APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OF SIMILAR TO THOSE SPECIFICALLY REFERENCED. SUCH DETAILS ARE NOT NOTED AT EACH LOCATION THAT THEY OCCUR. 5, SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 6, VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. NOTIFY ARCHITECT OF DISCREPANCIES. T. DO NOT SCALE THE DRAWINGS. 8. TOLERANCES SHALL BE ACCORDING TO THE BUILDING CODE. 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES AND RESOLVE BEFORE PROCEEDING WITH THE WORK. 10, THE CONTRACTOR SHALL SUPERVISE, DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. THE SUPPORTING SERVICES BY THE SEOR WHETHER PERFORMED PRIOR TO, DURING, OR AFTER CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN OUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS; BUT THEY DO NOT GUARANTEE THE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSIDERED AS SUPERVISION OF CONSTRUCTION. 11. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING A SAFE PLACE TO WORK AND MEETING THE REQUIREMENTS OF ALL APPLICABLE JURISDICTIONS. EXECUTE WORK TO ENSURE THE SAFETY OF PERSONS AND ADJACENT PROPERTY AGAINST DAMAGE BY FALUNG DEBRIS AND OTHER HAZARDS RELATED WITH THIS WORK. DESIGN CRITERIA 1. THE OBJECTIVE OF THIS WORK IS TO RE -BUILD A PORTION OF THE RETAINING WALL TO THE NORTH OF THE BUILDING. 2. DESIGN LOAD CRITERIA: GRAVITY LOADS DEAD LOADS ACTUAL STRUCTUREISOIL WEIGHTS ULTIMATE WIND LOADS RISKCATEGORY II IT1W4.5) EXPOSURE CATEGORY C DESIGN WIND SPEED, VULE VM 102 MPH PER ATC TO04 N PER EQN I6-33 ULTIMATE SEISMIC LOADS IMPORTANCE FACTOR, la 1.0(RISK CATEGORY II, T.1604.5) MAPPED SPECTRAL ACCELERATIONS Ss=1.15g SI= 0.41g(PER GEOTECHNICAL REPORT) SITE CUSS D (SEE GEOTECHNICAL REPORT) DESIGN SPECTRAL RESPONSE COEFFICIENTS SIM =0.809,SDI= NULL(PER GEOTECHNICAL REPORT) SEISMIC DESIGN CATEGORY D 3. FOUNDATIONS (BASED ON GEOTECHNICAL REPORT): ALLOWABEE NET FOOTING TYPE PRESSURE, DRL PS CONTINUOUS 2,000 ' FOOTINGS SHALL BE FOUNDED AT LEAST VE INTO PARALIC DEPOSITS OR ENGINEERED FILL A. ALLOWABLEIATERALBEARING: 250PSFTT(2,000PSFMAX) S. COEFFICIENT OF FRICTION: 035 C. FRICTION AND PASSIVE PRESSURE MAY BE COMBINED IN CALCULATION OF TOTAL RESISTANCE TO SLIDING. D. AONE-THIRD INCREASE IS APPLICABLE TO SOIL CAPACITIES FOR SHORT-TERM LOADING(AINDISEISMIC). E. RETAININGWALLS: EATERAL PRESSURE& SLIDING RESISTANCE 2:1GRANUUM BACKFILL(PCF) ACTIVE PRESSURE (PER GEOTECHNICAL REPORT) 62 DYNAMIC LATERAL EARTH PRESSURE ACTING AT HG WHERE H IS HEIGHT iT OF BACKFILL IN FEET (11*-0) 1. THE CONTRACTOR SHALL REMOVE ALL INTERFERING ITEMS FOR NEW CONSTRUCTION AND SHALL REPAIR OR REPLACE ALL REMOVED ITEMS TO MATCH THE EXISTNG CONDITIONS IN ACCORDANCE WITH THE ARCHITECTURAL, CIVIL AND STRUCTURAL DRAWINGS. 2. INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE ARCHITECT AND SEOR. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE ARCHITECT AND/ OR SEOR, 1. THE DESIGN OF THE FOUNDATION SYSTEM IS BASED UPON THE CRITERIA AND RECOMMENDATIONS CONTAINED IN THE FOLLOWING GEOTECHNICAL INVESTIGATION REPORT: A. 'GEOTECHNICAL INVESTIGATION, PROPOSED DISTRESSED RETAINING WALL REPAIR, ENCINITAS NURSING AND REHABILITATION CENTER, 900 SANTA FE DRIVE, ENCINITAS, CALIFOF IA"BY HETHERINGTON ENGINEERING, INC., DATED 07.30.20, PROJECT W. 9119A, LOG NO.21059, 2. LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING ANDIOR AFTER CONSTRUCTION. 3. REMOVE ABANDONED FOOTINGS, UTILITIES, ETC. WHICH INTERFERE WITH NEW CONSTRUCTION, UNLESS OTHERWISE INDICATED. 4. NOTIFY THE ARCHITECT AND SEOR IF ANY BURIED STRUCTURES NOT INDICATED, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. ARE FOUND. 5. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION PROCEDURES INCLUDING LAGGING, SHOEING, UNDERPINNING AND PROTECTION OF EXISTING CONSTRUCTION. 6. REMOVE LOOSE SOIL AND STANDING WATER FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING CONCRETE. T. BOTTOM OF FOOTINGS SHALL BE LEVEL FOOTING ELEVATION CHANGES SHALL BE MADE USING FOOTING STEPS. 8. EXCAVATIONS FOR FOUNDATIONS MUST BE ACCEPTED BY THE GEOTECHNICAL ENGINEER OF RECORD(GEOR) PRIOR TO PLACING REINFORCING AND CONCRETE. NOTIFY THE GEOR WHEN EXCAVATIONS PRE READY FOR INSPECTION. 9. PEACE BACKFILL BEHIND RETAINING WALLS AFTER MASONRY HAS ATTAINED FULL DESIGN STRENGTH. 10. MECHANICALLY COMPACT EXCAVATION BACKFILLS IN LAYERS. PROVIDE MINIMUM COMPACTION IN ACCORDANCE WITH THE ASTM D1557 TEST METHOD AND THE SOILS REPORT. 11. SCARIFY AND RECOMPACT TOP B INCHES OF SOIL BENEATH FILL PER ITEM ABOVE. 12. PROVIDE POSITIVE SLOPES, BOTH DURING AND AFTER CONSTRUCTION, TO DIRECT SURFACE AND ROOF RUNOFF A MINIMUM OF 10.0E FROM BUILDING FOUNDATIONS. REINFORCING STEEL 1. REINFORCING SHALL BE FABRICATED ACCORDING TO THE 'MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION -AND SHALL CONFORM TO ASTM AST 5, GRADE 60. 2. PROVIDE REINFORCING SHOWN OR NOTED CONTINUOUS IN LENGTHS AS LONG AS PRACTICABLE. 3. TERMINATE REINFORCING STEEL IN STANDARD HOOKS UNLESS OTHERWISE SHOWN. 4. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS PLACED. 5. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT FROM DISPLACING DUE TO FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS. LOCATE AND SUPPORT REINFORCING BY METAL CHAIRS, RUNNERS, BOLSTERS, SPACERS AND HANGERS AT A MAXIMUM SPACING OF 3'-0'. 6. FIELD BENDING OF REINFORCING STEEL EMBEDDED IN CONCRETE SHALL NOT BE ALLOWED UNLESS APPROVED BY THE SEOR. 1. MILL CERTIFICATIONS SHALL BE SUBMITTED FOR RENEW. CAST -IN -PLACE CONCRETE 1. CONCRETE IS MILDLY REINFORCED AND CAST-INPLACE. 2. SEE ARCHITECTURAL ANDIOR CIVIL DRAWINGS FOR LOCATIONS OF ADDITIONAL CONCRETE CURBS AND SLASS NOT SHOWN. REINFORCING ARE TO THE FACE OF BARS AND DENOTE CLEAR COVERAGE C THE MINIMUM CONCRETE CLEAR COVERTO REINFORCING BARS ISAS FOLLOWS: LOCATIONS CLEAR COVER, INCHES CONCRETE PIACEDAGANSTEARTH 3 SLABS ON GRADE (TOP CLEARANCE) 1'h 5. CONCRETE TYPES P,(PSI) MAX SLUMP NOMINAL MAX WATER USE (a) (IN) AGGREGATE(IN) CEMENTITIOUS RATIO (MAX) TYPICAL 3,000' 4 1 0 W 'NOTE: CONCRETE DESIGNED USING Pc = 2,500 PSI (SPECIAL INSPECTION NOT REQUIRED) a. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS. 6. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY, BEARING A CALIFORNIA REGISTERED CIVIL ENGINEER'S STAMP, AND APPROVED BY THE SEOR PRIOR TO USE. T. PORTLAND CEMENT SHALL BE TYPE II ORV CONFORMING TO ASTM CIW UNLESS OTHERWISE NOTED. 8. COARSE AGGREGATE SHALLCONFORMTOASTM G33. 9. ALL CONCRETE SHALL BE NORMAL MIGHT(145 POF) HARD ROCK TYPE. 10. CONTINUOUSLY MOIST CURE CONCRETE FOR T DAYS MINIMUM. WATER FOG SPRAYS, ECHOING, SATURATED ABSORPTIVE COVERS OR MOISTURE RETAINING COVERS MAY BE USED. IN LIEU OF MOIST CURING, CURING COMPOUNDS MAY BE SUBMITTED TO THE ARCHITECT FOR ACCEPTANCE. 11. ROUGHEN CONCRETE SURFACES OF CONSTRUCTION JOINTS TO %*AMPLITUDE AND CLEAN OF LAITANCE, FOREIGN MATTER AND LOOSE PARTICLES. LOCATE CONSTRUCTION JOINTS AS SHOWN ON THE DRAWINGS. SUBMIT ALTERNATE JOINT LOCATIONS OR JOINTS NOT SHOWN TO THE SEOR FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH THE WORK. 12. AT LOCATIONS WHERE CONCRETE IS CAST AGAINST EXISTING CONCRETE, ROUGHEN CONTACT SURFACES TO W AMPLITUDE AND CLEAN OF LAITANCE, FOREIGN MATTER AND LOOSE PARTICLES. 13. AT LOCATIONS WHERE CONCRETE IS CAST AGAINST EXISTING MASONRY, THOROUGHLY ROUGHEN CONTACT SURFACES BY LIGHT SANDBLASTING OR OTHER SUITABLE MEANS AND CLEAN OF LAITANCE, FOREIGN MATTER AND LOOSE PARTICLES. 14. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND' SPADING, RODDING OR TAMPING. USE EQUIPMENT & PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE & PROJECT CONDITIONS. 15. NO WOOD SPREADERS ALLOWED. NO WOOD STAKES ALLOWED IN AREAS TO BE CONCRETED. MASONRY 1. MASONRY (ASSEMBLY OF MASONRY UNITS, MORTAR AND GROUT) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1,500 PSI. PROPERTIES OF INDIVIDUAL COMPONENTS SHALL BE: COMPONENT ASTM COMPRESSIVESTRENGTH (PSI) REMARKS MASONRY UNITS C90 1,900 MEDIUM WEIGHT, HOLLOW, LOAD'BEARING MORTAR C2M 1,800 TYPES, AGGREGATES PER ASTM C144 GROUT N76 2,000 AGGREGATES PER ASTMC404 2. COMPRESSIVE STRENGTH OF MASONRY SHALL BE DETERMINED BY 'UNIT STRENGTH METHOD' OR 'PRISM TEST METHOD' AS DEFINED BY THE BUILDING CODE. 3. SEE 'REINFORCING STEEL'NOTES FOR TYPES OF REINFORCING. 4. LAP SPLICES SHALL HAVE A LENGTH OF 65 BAR DIAMETERS. WHERE MULTIPLE BARS ARE INSTALLED IN ACELL OR COURSE, STAGGER LAPS A MINIMUM OF 2'4'. 5. DOWELS FROM THE FOUNDATION SHALL MATCH THE SIZE AND SPACING OF VERTICAL REINFORCING IN MASONRY 6. VERTICAL CELLS SHALL HAVE VERTICAL ALIGNMENT THAT MAINTAINS A CLEAR UNOBSTRUCTED CONTINUOUS VERTICAL CELL. MINIMUM GROUT SPACE FOR VERTICAL CELLS SHALL BE 2y." x T. DOWELS FROM FOOTINGS SHALL BE SET TO ALIGN WITH THE CORE CONTAINING VERTICAL WALL REINFORCEMENT. T. VERTICAL REINFORCEMENT SHALL CONSIST OF ONE PIECE WITH NO SPLICES AND SHALL BE CENTERED IN WALL UNLESS OTHERWISE NOTED. PROVIDE VERTICAL SUPPORT SPACERS AT 2W BAR DIAMETERS MAXIMUM. DOWEL REINFORCEMENT TO SUPPORTING MEMBERS WITH THE SAME SIZE AND SPACING OF REINFORCEMENT INDICATED UNLESS OTHERWISE NOTED. & BED JOINT THICKNESS SHALL BE%" NOMINAL AND WITHIN THE TOLERANCES OF ARTICLE 3.3 F OF TMS 602. CROSS WEBS SHALL BE FULL BEDDED IN MORTAR IN ALL COURSES OF WALLS LESS THAN 6'-0" LONG, PIASTERS, AND IN THE STARTING COURSE ON FOUNDATIONS. 9. LAY UNITS IN RUNNING BOND AND MAINTAIN VERTICAL CONTINUITY OF CORES OR CELL CAVITIES. USE OPEN END UNITS AT LOCATIONS OF VERTICAL REINFORCING. PLACE HORIZONTAL REINFORCING IN BOND BEAM UNITS. 10. FILL ALL CELLS SOLIDLY WITH GROUT UNLESS OTHERWISE NOTED. CLEAN CELLS OF MORTAR PROTRUSIONS AND DEBRIS BEFORE GROUTING. GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACEMENT BEFORE LOSS OF PLASTICITY IN A MANNER TO FILL THE GROUT SPACE. 11. PROVIDE THE FOLLOWING MINIMUM CLEARANCES: LOCATIONS CLEARANCES BETWEEN REINFORCING AND INSIDE FACE OF MASONRY UNITS %' BETWEEN PARALLEL BARS 1' EMBEDDED BOLTS 1' PLL AROUND 14. LOW -LIFT GROUTING: LAY UNITS A MAXIMUM OF 4'4Y HIGH BEFORE GROUTING. PEACE GROUT CONTNUOUSLY IN LIFTS NOT EXCEEDING 4'-0'. COMPLETELY GROUT THE FULL HEIGHT OF THE WALL SECTION IN ONE DAY WITH NO INTERRUPTIONS GREATER THAN ONE HOUR. 15. HIGH -LIFT GROUTING: LAY UNITS A MAXIMUM OF 12-0" HIGH BEFORE GROUTING. PLACE GROUT CONTINUOUSLY IN LIFTS NOT EXCEEDING 64". COMPLETELY GROUT THE FULL HEIGHT OF THE WALL SECTION IN ONE DAY WITH NO INTERRUPTIONS GREATER THAN ONE HOUR. PROVIDE CLEANOUTS AT EVERY CELL ALONG THE BOTTOM COURSE OF EACH GROUT LIFT. USE SIM GROUT AID TYPE II OR E-Z MIX ADMIXTURE IN THE GROUT TO REDUCE EARLY WATER LOSS AND PRODUCE AN EXPANSIVE ACTION. 16, PIPES, CONDUITS AND SLEEVES SHALL NOT BE USED IN WALLS LESS THAN 6-0" LONG OR PILASTERS UNLESS SPECIFICALLY DETAILED. PIPES CONTAINING UQUID, GAS OR VAPORS SHALL NOT BE EMBEDDED IN MASONRY. CONDUITS, PIPES AND SLEEVES SHALL NOT BE ALUMINUM AND SHALL BE COMPATIBLE WITH MASONRY. PIPES, CONDUITS AND SLEEVES SHALL BE SPACED 3 DIAMETERS ON CENTER MINIMUM. ADHESIVE DOWELS 1. WHEN INSTALLING DRILLED -IN DOWELS IN EXISTING NON PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. 2. DOWELS INTO CONCRETE SHALL BE INSTALLED WITH ONE OF THE FOLLOWING MATERIALS: A. HILTIHIT.WMOWISAFESETSYSTEM(ICOESR-3187) B. HILTIHIT-REWOV3(ICCESR-3814) C. SIMPSON SET-XP (1CC ESR-2W8) 3. DOWELS INTO MASONRY SHALL BE INSTALLED WITH ONE OF THE FOLLOWING MATERIALS: A. HILTI HY TO UCC ESR-2682) B. SIMPSON SET (ICC ESR-0772) C. SIMPSON SET-XP UAPMO UES ER-265) 4. ADHESIVE DOWELS SHALL BE INSTALLED IN ACCORDANCE WITH THE ICC REPORT& THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPIU INCLUDED WITH THE ADHESIVE PRODUCT. REQUIREMENTS FOR MOISTURE CONDITION AND TEMPERATURE OF CONCRETE AT TIME OF INSTALLTION AND REQUIREMENTS FOR HOLE DRILLING (HOLE DIAMETER, DEPTH AND CLEANINOPREPARKNON) ARE NOTED IN THE ICC REPORT AND MPH DOCUMENT. 5, DOWELS SHALL CONFORM TO ASTM Ml 5 GRADE SO REINFORCING STEEL. 6. REMOVE GREASE OIL RUST AND OTHER VJTANCE FROM RODS AND DOWELS PRIOR TO INSTALLATION. T. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING ABANDON HOLE AND SHIFT THE DOWEL LOCATION TO AVOID REINFORCEMENT. PROVIDE A MINIMUM OF TWO DOWEL DIAMETERS OR 1%WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON - SHRINK GROUT. IF THE DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, CONTACT THE SEOR. 1. STRUCTURAL TESTS AND INSPECTIONS SHALL BE ACCORDING TO 2019 CALIFORNIA BUILDING CODE. 2. THE SPECIAL INSPECTIONS IDENTIFIED ARE IN ADDITION TO THOSE REQUIRED BY SECTION 110 OF THE CODE. AS AMENDED. SPECIAL INSPECTION IS NOT SUBSTITUTE FOR INSPECTION BY THE GOVERNING JURISDICTION. 3, AN INDEPENDENT TESTING AGENCY AND SPECIAL INSPECTORS WILL BE RETAINED BY THE OMER(NOT THE CONTRACTOR OR ANY OTHER PERSON RESPONSIBLE FOR THE WORK) TO PERFORM TESTS AND SPECIAL INSPECTIONS. THE CONTRACTOR SHALL PROVIDE ACCESS AND FURNISH SAMPLES TO THE AGENCY AS REQUIRED. 4. IF INITIAL TESTS OR INSPECTIONS MADE BY THE OWNER'S TESTING AGENCY REVEAL THAT ANY PORTION OF THE WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, ADDITIONAL TESTS, INSPECTIONS AND NECESSARY REPAIRS WILL BE MADE AT THE CONTRACTORS EXPENSE. 5. ACERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED SEOR. BY THE PROJECT OR SPECIAL INSPECTOR ARE REQUIRED FOR THE FOLLOWING TYPES OF WORK WHERE OCCURS: REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION (CBC TABLE 1TM.3) TYPE INSPECTION I REFERENCED IBC FREQUENCY STANDARD REFERENCE 1. NOT REQUIRED EXCEPT AS SHOWN BELOW (NOTE P,=2,50OPSIUSEDINDESIGN) 3. INSPECT ANCHORS CAST IN CONCRETE PERIODIC ACI 318a7.8.2 INSPECT ANCHORSDOWELS POST -INSTALLED IN 4' HARDENED CONCRETE MEMBERS (NO SUSTAINED PERIODIC ACI 318a7.8.2 -- TENSION ON ADHESIVE) REWIRED SPECIAL INSPECTIONS AND TESTS OF SOILS (CBC TABLE 1705.6) TYPE INSPECTION REFERENCED ISE FREQUENCY STANDARD REFERENCE 1 VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE PERIODIC - - ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH 2' PERIODIC - - AND HAVE REACHED PROPER MATERIAL. PERFORM CLASSIFICATION AND TESTING OF COMPACTED 3' PERIODIC - - FILL MATERIALS. VERIFY USE OF PROPER MATERIALS, DENSITIES AND UFT 4. THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTINUOUS - - COMPACTEDFILL. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT 5. SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PERIODIC - - PROPERLY. REWIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION -LEVEL B QUALITY ASSURANCE (RISK CATEGORY HIT, MIS W2, TABLE 4): MINIMUNITESTS 1' VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSU AS DEUVERED TO THE PROJECT SITE IN ACCORDANCE WITH SPECIFICATION ARTICLE IS B.1 b3 FOR SELF-CgNSOUDATING GROUT. 2' VERIFICATION OF Pm IN ACCORDANCE WITH SPECIFICATION ARTICLE 1A B PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY EXEMPTED BY TMS 402. MINIMUM SPECIAL INSPECTION FREQUENCY 1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS PERIODIC 2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: a. PROPORTIONS OF SITE -PREPARED MORTAR. PERIODIC b. CONSTRUCTION OF MORTAR JOINTS. PERIODIC d. LOCATION OF REINFORCEMENT AND CONNECTORS. PERIODIC 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPUANCE: a. GROUTSPACE. PERIODIC b. GRADE, TYPE AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS. PERIODIC a PLACEMENT OF REINFORCEMENT AND CONNECTORS. PERIODIC d. PROPORTIONS OF SITE -PREPARED GROUT. PERIODIC e. CONSTRUCTION OF MORTAR JOINTS. PERIODIC 4. VERIFY DURING CONSTRUCTION: a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. PERIODIC TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE b' OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION. PERIODIC d PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATHER EMPERATURE BELOW 40°F OR HOT WEATHER(TEMPERATURE ABOVE 90° . PERIODIC I. PLACEMENT OF GROUT CONTINUOUS 5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS ANDIOR PRISMS. PERIODIC 6. POST-INSTALIUMANCHORS PERIODIC STRUCTURAL OBSERVATION - NOT REQUIRED ABBREVIATIONS A.A. ADHESIVE ANCHOR FN FIELD NAIL PT PRESSURE TREATED AS ANCHOR BOLT FO FACE OF R RAD RADIUS ABV ABOVE FOC FACE OF CONCRETE ROME REINFORCEMENT A.D. ADHESIVE DOWEL FOM FACEOFMASONRY REOD REQUIRED ADDL ADDITIONAL FOS FACE OF STUD RJ ROOFJOIST ADJ ADJACENT FOW FACE OF WALL RO ROUGH OPENING AFF ABOVE FINISH FLOOR FS FAR SIDE RR ROOFRAFTER ALT ALTERNATE FTG FOOTING FAR REMOVE & REPLACE AM ALL -THREAD ROD GA, 0 GAGE GAUGE RS ROUGH SAWN BLDG BUILDING GALV GALVANIZED S.A.D. SEE ARCH DOCUMENTS BLKG BLOCKING GLES GLU-LAM BEAM SC SLIP -CRITICAL SEW BELOW GYP BD GYPSUM BOARD S.C.D. SEE CIVIL DOCUMENTS BM BEAM HD HOEDOWN SCHED SCHEDULE BIN BOUNDARY NAIL FOR HEADER SECT SECTION BOF BOTTOM OF FOOTING HDG HGTDIPPEDGAUVANOED SUED. SEE ELEC DOCUMENTS BOT BOTTOM HGR HANGER SEOR STRUCTUR EHOMEER OF RECORE BRG BEARING HORIZ H HORIZONTAL BHT SHEET BSMT BASEMENT HI HIGH SHED SHEATHING BTWN BETWEEN HP HIGH POINT SIM SIMILAR C CHANNEL CAMBER III HIGH STRENGTH BOLT SL SLOPE CANT CANINEVERED HSS HOLLMSTRUCTPALSME1. S.MD. SEE MECH DOCUMENTS CAP CAST -IN -PLACE HT HEIGHT SMS SHEET METAL SCREW m CONTROLJQNTCUGJOIST JT JOINT S.O.G. SIAB ON GRADE CJP COMNETEJOIRTPENURAruN K KIPS LIKES SPUD. SEE PLUMB DOCUMENTS CL CENTERLINE KP KING POST SPEC SPECIFICATION(S) CLUB CEILING L ANGLE SQ SQUARE OUR CLEAR LBS # POUND SS STAINLESS STEEL CMU CONCRETE MASONRY UNIT U DEVELOPMENT LENGTH ST SNUG -TIGHTENED COL I COLUMN Ldh HOMED DEVELOPMENT LENGTH STAG STAGGERED CONC CONCRETE LLBB LONG LEG BACK4PBACK STD STANDARD CONN CONNECTION LLH LONG LEG HORIZONTAL STL STEEL CONST CONSTRUCTION LLV LONG LEG VERTICAL STRUC STRUCTURAL COME CONTINUOUS LO LOW SUSP SUSPENDED CTSK COUNTERSINK LOC LOCATION SW SHEARWALL CTR CENTERED LONG LONGITUDINAL T&B TOP AND BOTTOM DEL DOUBLE LP LOWPOINT T&G TONGUE AND GROOVE DEMO DEMOLISH, DEMOLITION LB LAP SPLICE LENGTH THK THICKNESS DET DETAIL LSL LAMINATED STRAW LUMBER THD THREADED DF DOUGEAS FIR LVL LAMINATED VENEER LUMBER TN TOENAIL CIA DIAMETER LWC LIGHTWEIGHT CONCRETE TO TOP OF DIAG DIAGONAL MB MACHINE BOLT TOG TOP OF CONCRETE DIAPH DIAPHRAGM MEP MECH EI.EC&PLUMBING TOE TOP OF FOOTING DIM DIMENSION MFR MANUFACTURER TOFR TOP OF FRAMING DIST DISTANCE MR METAL TOS TOP OF STEEL ON DOWN N NEW TOT TOTAL DO DITTOREPEAT) NF NEAR FACE TOW TOP OF WALL DWGEU DRAWINGS NIC NOT IN CONTACT TRANS TRANSVERSE E EXIST EXISTING NO# NUMBER TS TOPOFSHEATHING EA EACH NS NEARSIDE TSG TAPERED STEEL GIRDER E.A. EXPANSION ANCHOR NSG NON SHRINK GROUT TYP TYPICAL EF EACH FACE NTS NOT TO SCALE LION UNLESS OTHERWISE NOTED EJ EXPANSIONJOINT NWC NORMALWEIGHTCONCRETE VERT, VERTICAL EA EACH OI OVER VIF VERIFY IN FIELD ELEV ELEVATOR ELEVATION w ON CENTER W WIDE FLANGE EMBED EMBEDMENT OPNG OPENING wl WITH EN I EDGE NAIL OWSJ OPEN WEB STEEL JOIST W/o WITHOUT EQ EQUAL PAF POWERACTIATED FASTENER OOHS WELDED HEADED STUD ES EACH SIDE PCF PpINDSICUBICFEET Wp WORKPOINT EW EACH WAY PERP PERPENDICULAR WE WOOD SCREW EXT EXTERIOR PJP PARTIAL JOINT PENETRATION WT WEIGHT FDN FOUNDATION PL PLATE OUTS WEUOEDP READEDSTUD FF FINISHED FLOOR PP PER PLAN WOOF WELDED WIRE MESH FG FINISHED GRACE PSF POUNDS/ SQUARE FOOT XS EXTRA STRONG FJ FLOUR JOIST PSI POUNDSISOUAREINCH XXS DOUBLE EXTRA STRONG FLR FLOOR PSL PARALIELSTRAN)LUMBEA 'RETAINING WALL DESIGN REVIEWED AND APPROVED BY ESGIL CORP. IN DECEMBER 2020 DRAWING INDEX Sm GENERAL NOTES S002 DETAILS ppOFESSION 1P�Q�ANVC wed OeiC 34614 2 G. W��Ir�UCTUP-�Q�� f OF CAUFO S P f E 26461 Rancho Parkway South tat Lake Forest, CA 92630 949.9163440 w w w. a p1 r e s t r u c t u r e S. c om JOB9:20ALA15A ENG'. JCW RIF7�YC�LiF�YbbPb7 CHANGE NO. DESCRIPTION APPROVED I DATE I BENCHMARK I AS -BUILT APPROVALS I nw : o ;-,,. I ENGINEERING DIVISION APPROVALS I CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT I DRAWING NO. I RECORD FROM: ELEVATION: ENGINEERS NAME DATE DATUM: HAVEN I SENIOR ENGINEER DATE SEE STAMP/SIGN TO RIGHT ENGINEER'S NAME DATE:_ R.C.E. NO.: UP.: a, a11 as DATE APPROVED: Edw"&J. WiNdunB#` EDWARD J. WINNER CITY ENGINEER 12-16-20 DATE 900 SANTA FE DRIVE COVENANT CARE APN : 259-280-4300 SON GENERAL A 'ae c`{ U w zzi rc0 wp z ; wa x SUS N�i aa�i�aa Na�_A 111WM203:0 SO PM Copyright Spire Stru Eural Engneedng Inc. 2 MIN �1 NOTES: 1. DO NOT NOT BACKFILL UNTIL CONCRETE & CMU HAVE ACHIEVED FULL DESIGN STRENGTH 17 DAYS MIN). 2. S.C.D. FOR ADDL INFO. COMPACTED BACKFILL 1 �E ACTED REPORT FOR ADDL INFO) CLR VII LINE OF EXCAVATION III III III — III-1"i�� IPERT PIPE, GRAVEL& — WRAP PER GEOTECH L (S.C.D. FOR INVERT) ii- WE VERT UNE OF SAWCUT (E) (N) (E)CMUWALL CMU WALL (E) NWC FTG J L — — —T HORIZ WALL REINF 'qi R D=6d FOR N3 TO N8 PERSECTION `____� 4d OR D=Bd FOR N9 TO#11 2'h''MI Dm IN FOR #14&918 LOCATE LINE OF SAWCUT TO D =1%' FOR N3 _ REMOVE DAMAGED WALLETS 6d OR D=T FOR#4 —� IN ONE CLEAN, VERTICAL LINE XMIN D=TV FOR N5 BAR END HOOKS &BENDS 4" AD. TO MATCH SIZE &SPACING NQE d=BAR DIAMETER OF HORIZ WALL REINF STIRRUP / TIE END HOOKS, ALL HOOKS &BENDS GRADES 6 MIN A.D. TO MATCH SIZE & 1 SPACING OF FTG REINF BAR SIZE 0 J FTG REINF PER SECTION BAR OFFSET N3 zr. 3• NWC FTG NOTE d=BAR DIAMETER W ELEV� 309.78'MPX (S.C.D.'v �T CMU (GROUT SOLD) ECELEVe 309.3T MAX (S.C.D.) �VERTREINFPERSCHED Nam: FOR TIE-IN TO (E) WAWFTG, SEE 6 5002 IHORIB N4®3?m SCHEDULE REINF A 6'A' q6®16'ac C Y-0' q7®8'oc BLDGWALLREPAIR PER SEP PERMIT FOR ADDL WEEP INFO S C.D. FOR AWL INFO I✓ REGARDING DRAINS & PIPING A.D.TOMATCHS.O.G. REINF SIZE &SPACING .. �7 B.O.G. REINF SIZE & SPACING �JlY 8'@ MAX PIPE (S.C.O FOR LOCATION & ADDL INFO) wl 1"FOAM WRAPN MOE TYPICAL WALUFTG TIE-IN C6 SCALE: NONE TYPICAL REINFORCEMENT BEND DETAILS C SCALE: NONE �`�J NOTES: 1. ALL DETAILING OF REINF SHALL COMPLY WITH THIS SCHEDULE UNLESS SPECIFICALLY DETAILED OTHERWISE. 2. REINF DEVELOPMENT LENGTH AND SPLICE TABLE IS BASED ON UNCOATED GRADE m STEEL PER ACI 318 CHAPTER 25 AND SECTION 18.8.5 (CONIC) AND TMS SX SECTION 3.3 (CMU). 3. de =BAR DIAMETER. 4. NP = NOT PERMITTED. 5, TOP REINF IS HORIZONTAL REINF THAT HAS MORE THAN 12' OF CONCRETE PLACED BELOW IT. 6. lOAP LENGTHS SHOWN MEET REOVIREMENTS FOR CI kSS'B" SPLICE. 7. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED SHALL NOT BE LESS THAN THE LARGER OF 2 BAR DIAMETERS OR T'. CLEAR COVER SHALL NOT BE LESS THAN THE LARGER OF THE BAR DIAMETER SIZE OR PER GENERAL NOTES. 8. STANDARD HOOK SHALL BE PROVIDED WHERE THE DEVELOPMENT LENGTH IS NOT POSSIBLE DUE TO SPACE RESTRICTIONS (REFER TO HOOKED BAR SCHEDULE). 9, SMALLER BAR LAP LENGTH MAY BE USED WHEN SPLICING BARS OF DIFFERING DIAMETERS. 10. Le = DEVELOPMENT LENGTH (DEV), Ln= TAP SPLICE (TAP). REINFORCEMENT DEVELOPMENT & LAP LENGTHS (INCHES) BASEMATERIAL P,ORF, (PSI) CONDITION I REINFORCEMENTSIZ #3 N 75 p6 NWC 3,000 STD DEV 17 22 28 33 TOP DEV 23 29 37 43 STD LAP 23 29 37 43 TOP LAP 29 38 48 56 CMU 1,500 DEVORLAP 27 36 45 54 MAIN BAR HOOKED BAR SPLICE BAR-r0AI0 -ppp• DEVELOPMENT /p�� LENGTH, Ldn (INCHES) N REINFORCEMENT SIZE 7MIN (PSI) M3 N M5 N6 3,000 9 11 14 17 La Lery TYPICAL DEVELOPMENT & LAP LENGTHS 0 SCALE: NONE �LJ ppOFESSION �yaQ�Mv C. wE<o�iG; S4614 2 G. •���r07UCNp''p�' f OF CA S p III RE 26461 Rancho Parkway South tat: Lake Forest, CA 92630 949.9163440 www.s pi rest ructures.com JOB9:20ALA15A ENG'. JCW TYPICAL RETAINING WALL SECTION 01 SCALE: NONE LDEV-012597-2020 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: LOCATION: PLANS PREPARED UNDER SUPERVISION OF DATE:_ SEE STAMP/SIGN TO RIGHT R.C.E. NO.: ENGINEER'S NAME EXP: RECOMM APPROVED: Edw"CDJ. Wes. STE WAK EDWARD J. WIMMER cm ENGINEER 12-16-20 DATE DATE GRADING PLAN FOR: 900 SANTA FE DRIVE COVENANT CARE APN : 259-280-4300 $002 DETAILS ENGINEERS NAME DATE RECORD FROM: ELEVATION:_ DATUM: NAVD88 SENIOR ENGINEER DATE SHEET 5 OF IS 11N20203:05:01 PM CopyNht Spire Structural Engineering Inc.