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2016-12899 G (Plans)RKIHT-OF WAY N07EF EROSIONN CASE EMERGENCY IS REQUIRED, CONTACT JOELL , L oTTA AT (7s0)415-1171STORMWATERL ON NT1�OL P NOTES �-- r�- OWNER I5 TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR 24 HOURS a DAY. yV�VL�R/RMJ��LA TO A7�i►17'%u BEACON'S BEACH TRIAD L.L.C. TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING 774E BEACON'S JOELL A 'SB` NOTICE AND DOUBLE PERMIT FEES IT 1S THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY CONCRETE WASHOUT LINE IS RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON 58 MCNEILL AVENUE OCTOBER I AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE ENCINITAS, CA 92024 l MAINA NO MEASURES WHEN RAIN IS IMMINENT. STUCCO,WASHOUAREA TO PLASTER AND CONTAINWASHOUT KEOINTO WASTES STORMWATER CONVEYANCEOWASH SYSTEM CONCRETE, RECEIWNGMORTAR, WATER (760)415-1171 NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. EIr AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED INSPECTOR. 9TE ADSS A,P..: DRAINAGE FACILITY. CONSTRUCTION SITE ACCESS 151 W. LEUCADIA AVENUE 256-012-16 ECGt��1y 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA77SFAC71ON A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT ENCINITAS, .CA 92024 V T if�1T l NO OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS 3- CRUSHED ROCK AND/OR �LO�ECT ALL U77LI77ES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. CORRUGATED STEEL PANELS/PLATES. AA� 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY Z l IREMENTS GENERAL NOTES ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. CONSTRUCTA SPECIFICiON AREAHICLES AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES R-11 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS TO PREVENT PUBLIC PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE '� LElIG1�i 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POT7rN71ALLY UNSAFE. OFF -SITE. DE �. RLVDSM PARK 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 Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED EROSIONCONTROL LOT 8 IN BLOCK 9 OF SOUTH COAST PARK PACIFIC v , CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION, HEREON. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE NO. 2 IN THE COUNTY OF SAN DIEGO, STATE OCEAN 2. 774E SOILS REPORT TITLED "GE07ECHNlGAL UPDATE REPORT PROPOSED SINGLE FAMILY RESIDENCES BEACON'S 8. PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS* OF CAUFORNIA, ACCORDING TO THE MAP GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. 714EREOF NO. 1859, FILED IN THE OFFICE OF BEACH TRIAD VACANT LOT, APN 256-012-16, WEST LEUCADIA BOULEVARD LEUCADIA, CALIFORNIA' PREPARED BY CONCLUSION OF EACH WORK DAY. THE COUNTY RECORDER OF SAN DIEGO COAST GE07ECHNICAL DATED MAY 26, 2016 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL NO EXCAVATION AND GRADING ACTIW77ES ARE ALLOWED DURING WET WEATHER. COUNTY, SEPTEMBER 21, 1925. GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA7IONS AND SPECIFICATIONS CONTAINED IN SAID 9. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN REPORT. 7HE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUC7ION SITE. CONTRACTOR J. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS BE REMOVED AFTER EACH RAINFALL SHALL PR07ECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES � SHALL BE REQUIRED IN CONJUNC77ON W7H IMPROVEMENT PLANS Y. REMOVE EXISTING VEGETA7ION ONLY WHEN ABSOLUTELY NECESSARY LARGE PROJECTS SHALL BE CONDUCTED IN T r(�/� CINj / !�y MAP 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. ATER N PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS CONWAY & ASSOCIATES, INC. NOTES UNNECESSARILY; 7HEY HELP DECREASE EROSION. 2525 PIO PICO DRIVE SU17E 102 NTS Pf lMR CARLSBAD, CA 92008 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PR07ECT ADJACENT PROPER7IES TEMPORARY VEGETA7ION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED PH 760-753-1453 DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL ANDCOND1DATE OF SURVEY MAY 2016 EXISTING 70N ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLEC77ON AND DISCHARGE PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL gyp �r A EXISTING PRIOR TO GRADING. ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. LS E("WER} ti„rER[ FCATE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVAAON AND GRADING ACTIVITIES ARE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR COMPLETE.1, REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING WI DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 2.THOUT A PERMIT FROM 714E CITY GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLU77ON CONTROL SHALL NOT BE MODIFIEDBUSINESSIN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SURVEYOR. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. SOIL CONDITIONS PREVALENT WITHIN THIS S17E WAS MADE BY ME OR UNDER MY DIREC7ION ON AND Z THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND 3. ALL IMPERVIOUS AREAS WI774IN THE SITE SHALL DRAIN TO APPROVED BMP/1MP FACIL177ES AND/OR TO TURF OR ON SITE CONSTRUCTION MATERIAL STORAGE FOR AN UPDATE ONa o-rrL r!401PN£ COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STALE AND FEDERAL SAFETY AND HEALTH STANDARDS, LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS STORED MATERIALS SHALL BE CONTAINED /N A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR WTH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF TIME CITY ENGINEER. FUR7HERMORE, I HAVE LAWS AND REGULATIONS AREAS MUST SLOPE TOWARD THE APPROVED BMP/1MP FACILITY AND/OR THE TURF/LANDSCAPED AREAS SHALL STORE THESE PRODUCTS WHERE THEY IMLL STAY DRY OUT OF THE RAIN, CONTRACTOR SHALL PROVIDE R�EWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE ELIMINATE OR REDUCE POLLUTION OF STORMWATER THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 8. GRADING AND EQUIPMENT OPERA77NG WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY 4. NO DRAINS SHALL BE INSTALLED 1N HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FROM STOCKPILES KEPT ON -SITE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWA7ER SIGNED' AND CITY RECOGNIZED HOLIDAYS FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZA77ON 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL 77MES 9. NO GRADING OPERA7IONS SHALL COMMENCE UN71L A PRE -CONSTRUCTION MEE77NG HAS BEEN HELD ONS17E APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE RCE NO.: GE 782, CI~G 2:1'UQ WI7H THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR IMP/BMP. TRAINING EXP. DATE: Iz 31-17 3I ig AND P£RM177EE THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN CONTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE r. ADVANCE BY CALLING (760) 633-2770. 6. ALL STORMWATER IMP/BMP FACIL171ES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP NOTES PERMIT FROM THE CITY. SHALL BE AVAILABLE TO; EVERYONE WORKING ON SITE THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR JOB V-585511 > 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUC7ION SITE WITHIN 7HIS MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 'T�, �i, �� > $ - � �'• PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE Z THE INSTALLA77ON OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS COAST GEOTECHNICAL PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY W17H ALL CONDITIONS AND REQUIREMENTS THE CITY PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. WASTE MANAGEMENT CONSULTING ENGINEERS AND GEOLOGISTS ENGINEER MAY IMPOSE W17H REGARDS TO THE HAULING OPERATION. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION P.O. BOX 230163 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO ENCINITAS, CA 92023 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. PHONE: (858)755-8622 APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL "THE GRADING UNDER PERMIT NO. 1099-C&MM HAS BEEN PERFORMED IN SUBSTAN71AL CONFORMANCE WITH THE BE LOCKABLE AND LOCKED WHEN NOT 1N USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMSIDIKES SHALL BE PLACED APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN'. THIS STATEMENT SHALL BE LIQUIDS THAT ESCAPE FROM 774E DUMPS7ER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF DUMPSITES SHALL BE CHECKED FREQUENTLY FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH LEGEND 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALInED SOILS ENGINEER OR UNDER HIS DIRECTION ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON ANY TRASH MATERIAL HE SHALL INSPECT AND TEST THE EXCAVA7ION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN ®� ®•- PROPERTY LINE COMPAC77ON OF TRENCHES. HE SHALL .SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. MANY CONS7RUC71ON MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT M AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE - - - EXISTING CONTOUR LINE OBSERVA77ONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT N HIS OPINION, ALL RAN DI1 Ul !'�` WA �^TR% �' NOTES TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMA71ON ON DISPOSAL SETBACK LINE EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE OF HAZARDOUS MATERIAL, CALL 7HE HAZARDOUS WASTE H07UNE TOLL FREE AT (800) 714-1195. FOR 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD INFORMA77ON ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. - - CENTERLINE OF ROAD 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES a a PROPOSED PCC PAVEMENT PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONS717UTE REPRESENTA77ON AS TO THE AROUND THE SITE FRESHLY GRADED AREAS UN77L SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE ACCURACY OF, THE LOCA77ON OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE BEEN INSTALLED. OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT: PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR -+ PROPOSED PERMANENT BMP AREA SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE J. ALL EXIS71NG FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PERVIOUS SURFACES. PROPOSED AC PAVING WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJEC7IONABLE MATERIAL SHALL BE REMOVED BY PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXIS71NG OR PROPOSED U71LITY CROSSING WITHIN 10 FEET _ THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FELL AND ALLUVIAL SOILS OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN CONTRACTOR SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DFP77q UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE PROPOSED PERVIOUS PAVERS 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 7HE FILL IN STRICT ACCORDANCE WI7H SPECIFICATIONS 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXIS77NG WATER FOR MORE INFORMA77ON ON STORMWATER POLLU71ON CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH 1S AFFECTED BY THEIR PROJECT: ALL THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633--2770. PROPOSED HEADWALL PER SDRSD D-34 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS & RIP RAP ENERGY DISSIPATER PER UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND IF FACIL177ES DO NOT ',MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE `�`� �ry SDRSD D-40 (TYP.) TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, OWNER'S EXPENSE. y'1111�R9 EsER! ►FiCATE F - E-- PROPOSED FLOWLINE ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVA7ION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSE' OF. THE TOE AND TOP OF ALL SLOPES SHALL BE 5. U71LI71ES TO MAINTAIN MINIMUM 5-FOOT SEPARA77ON WHEN PARALLELING WATER SERVICES I (WE) HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO PROPOSED RETAINING WALL ROUNDED IN ACCORDANCE WI7H THE GRADING ORDINANCE. SUPERVISE OVER ALL GRADING AC77WTY AND ADVISE ON THE COMPAC71ON AND STABILITY OF THE SITE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR 6. MINIMUM HORIZONTAL SEPARA77ON OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN - - = � = = = PROPOSED STORM DRAIN INLET DIEGO GAS AND ELECTRIC VAULTS I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND C17Y'S OFFICERS, OFFICIALS, EMPLOYEES, AND OTHERWISE DISPOSED OF OFF THE S17E BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, - - � - - � - - - PROPOSED STORM DRAIN CLEARED NTH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCA77ON OF 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. LOSSES, DAMAGES AND COS7S� INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF AN WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING MANNER COIVN£G7ED DIRECTLY OR INDIRECTLY W7774 ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, FS FINISHED SURFACE SUCH MATERIAL EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL FG FINISHED GRADE 8. CALIFORNIA STATE LAW ASSEMBLY BILL AS-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED 1N THE WORK OR CONSTRUCTION COVERED IN 7HE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR FL FLOW LINE 1Z THE REMOVAL OF ANY AND ALL CITY TREES SHALL .BE CONSISTENT WITH 774E CITYS URBAN FOREST CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE W/774 APPROVED PLANS WITHIN 774E PRIVATE PROPERTY OR PUBLIC EASEMENTS FF FlNSHED FLOOR MANAGEMENT PROGRAM. TREES LOCATED W177�IIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION �" GF GARAGE FINISHED FLOOR UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC SIGNATURE: DA7E: /� 2� �/4� SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE PR07EC77ON N ACCORDANCE WITH WC-17 OR WC-1& B AC 'S BEACH TRIAD LLC OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED T RC'A"n L 7ROTTA IMPERVIOUS AREA TO BE REMOVED, IT MUST BE PROTECTED IN PLACE EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A plc IMPERVIOUS AREA PRIOR TO CONSTRUCTION: O SQFT CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. L THE EXISTENCE AND: LOCA77ON OF UNDERGROUND U77UTY PIPES AND STRUCTURES SHOWN ON THESE PLANS A%�MENT E 111GI�R IMPERVIOUS AREA AFTER CONSTRUCTION: 4.803 SQFT WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO INCREASE IN IMPERVIOUS AREA: 4.LiQ3 SG7FT EXIS7ING U77LI77ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER.- THE CONTRACTOR IS REQUIRED TO TAKE DUE EAFITHWOW DATA PRECAUTIONARY MEASURES TO PR07ECT ANY EXIS77NG U17LI77ES OR S7RUC7URES LOCATED AT THE WORK SITE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE STEEPEST EXISTING NATURAL SLOPE ON -SITE _- H : 1 V IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTIU77ES OR STRUCTURES GENERALLY ACCEPTED STANDARDS AND PRAC77CES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER IMPERVIOUS AREA REPLACED: 13 SQFT MAXIMUM VERTICAL DEPTH CUT = _ 8 FT PRIOR TO ANY EXCAVATION, FOR VERIFICA71ON AND LOCA71ON OF U77LI71ES AND NOTIFICATION OF COMMENCEMENT FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND MAXIMUM VERTICAL DEPTH OF FILL = 4 FT OF WORK: REGULATIONS REQUIRED BY 714E CITY OF ENCINITAS, TO THE EXTENT THAT 7HE ENGINEER CONTROLS SUCH FIRE NOS A. SEWER - LEUCADiA WASTEWATER DISTRICT: 760-753-0155 PERFORMANCE THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS 1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VER77CAL CUT = 11550 C.Y. FILL = ±IZQ C.Y. B. GAS &ELECTRIC - SDGE - (760)-438-6200 IN ITS CAPACITY AS A PUBLIC EN71TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINA710N BY CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES CFG 5p3.2.? EXPORT = *1380 C.Y. C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT Z FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE REMEDIAL f180 C.Y. D. TELEPHONE - SBC BELL - (760)-489-3411 THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED W9TH AN E. CABLE TV - COX COMMUNICA7IONS-(760)-806-9809 X-2233 BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS APPROVED PAVED SURFACE TO PROVIDE ALL-WEATHER DRIVING CAPABIU17ES OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE * ESTIMATE DOES NOT INCLUDE SIR/PILINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAIIA77ON, 1F REQUIRED BY AMENDMENT 5032.3 SITE CONDITIONS, CONTRACTOR SHALL CONFIRM THAT ES71MATES ARE CORRECT PRIOR TO COMMENCEMENT OF NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES AC77NG WITHIN 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS J. FIRE APPARATUS ROADWAY GRADES EXCEEDING 15% ON FIRE APPARATUS. ACCESS ROADS THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. {CALCULATED ON A THEORETICAL PROJECT. PHONE: (760)-633-2770 THE ENGtNEE SHALL NOT BE PERMITTED W?THO1T MITIGATION. MINIMAL M177GA710N SHALL BE A BASIS ACTUAL QUAN1ITtES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUAN7I77E5 O�ESS/O SURFACE OR PORTLAND CEMENT CONCRETE (PCC), NTH A DEEP BROOM FINISH ARE NOT ABLE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACT70N DEPTHS. 3. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR WSPEC770N. PHONE: (760)633-2770. ALL (0�0 4R � PERPENDICULAR TO THE EN77RE DIRECTION OF TRAVEL, OR EQUIVALENT, TO ENHANCE WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJEC77ON AND REMOVAL. ko �ONKC qTRACTION THE EN71RE LENGTH OF THE GRADE SIGNATURE: DATE. i z 1 • t (� +��"��? �g�� BRIAN M. ARDOUNO RCE No. 71651 =? PASCO LARGT SUITER &. ASSOCIATES m No. 71651 a rrr'n 535 N. HIGHWAY 101 Exp. 12/31/17 SOLANA BEACH CA, 92075 to RCE EXPIRES 12-31-1Z BMP PROJECT STATUS o PASCO CARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 104 Ste A, Solana Beach, CA 92075 ph 858.259.9212 I fx 858.259.4812 1 pisaengineering.com CHANGE NO. L' DESCRIPTION 4OF I Cq Cad-��STANDARD a v LEUCADIA WASTEWATER DISTRICT FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT a� m WZ nflle o Si L/� �rS>T»G -t►�L°r°r a / SIGN ATE SIN DATE SIGN DA SIGN DATE N DATE CAP l 0 APPROVED DATE BENCHMARK SCALE AS -BUILT SIGNED BY. DRA I3Y: cHE TEED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.; 1-7 PLANS PRE RED UNDER SUPERVISION OF RECOMMEN ED: _lam GRADING FLAN FOR: DESCRIPTION: CONTROL 2 DON "LNC-32" APPROVED W 3 LOCATION: HORIZONTAL: •2?°�1 DATE: i� 1-I j _ �- 'I J'1 W. LEUCADIA BL�I°D RECORD FROM. ROS No. 18416 BRIAN M. ARDOLINO DATE BEACONS BEACH TRIAD L.L.C. 12899-G _j � cn S21V 51612021 R.C.E. NO.: 71651 MASIH MAHE Epw4tth W. �� It e7 VERTICAL; APN • 256-012-'16 ELEVATION: 92.004' JQO JC Stever Nov 17-/ 14 11la l Z Z t o BRIAN M. ARDOLINO EXP.: 12-31-17 vy `n ul DATUM: VIEWER INSP C OR NIOR ENGINEER DATE DATE PLANNING CASE NO: 15-124 TPM/DR/CDP SHEET 'I OF i � ono 08/18/16 PLSA 2324 a y s t ii E t ,i • ' (,, p,Y71 ) • N i, • • ; ! t f 'f Sr k ` `i, ' + 7r -h � • ii r ► . • .,. 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' - VARIES ?' 7r � 5' � �" � fib" 2' VARIES I PATH 2' -` �� 5' Z: -- I► 12" STONE BASE COURSE LAYER ,. `• - yd TO PER PLAN ■ A LANDSCAPING — _�f_= ' —I ; i ! € ♦ PROPOSED 6 X 18—j I 1 1/Z OPEN GRADED STONE PRO RUSH : ` �5' DG PATH LANDSCAPING (6' STONE BASE COURSE LAYER _I 11— _{ ° • FF 74.0 PROPOSED 6' X i8' { ' y 1 • 1_i ENT FOR WALKWAYS} f I —(1 PCC FLIM CURB � ; — i i i- ; I � ' t PROPOSED 6' X 180 —� I i , v r, 4' BASE COURSE _• �,i �}� PCC RUSH CURB PROPOSED 6 X 18 f i �y:y� 3 Y FlCL OPENINGS IN PAVER PCC RUSH CURB PROPOSED POROUS MINMUM 12' OF 95%- I _� l=1 e AGGREG47£ 7O 1 UNITS WCfH 1 f4" TO 3/8" N07E PAD 735 COMPACTED SUI9GRADE # _ — MINK AIEALI S� ; „ AGGREGAIE J 1t„i h \ ram? l,- �` � PAVER INSTALLATKLV SHAI.L BE PER PAVERS PER DETAIL OR EQLlN , _.t ' t , ., .� �k , y 12' SUB BASE COURSE THIS SHEET �`��, �� 5 ;� a� , .� ''w-��-��"� �-• LAYERI�2" TO 3` 2 BEDDING COURSE LAYER MANUFACTURERS RECOMME�ItNtTKiNS OR STRUCTURAL PAD 7325 �I f Lrl� 114 TO 3/8 AGG rAIE PAVER SECTION IS SHOWN FOR 6' WIDE CONCRETE ANGULAR ROCK REFERENCE ONLY. PAVER SECTION IS TYPICAL SECTION - DIVEST LEUCADIA BLVD. SLURRY CUT OFF WALL REQUIRED TO MAINTAIN IMPOSED FFIPAD DETAIL =1 �_� 1=1 l 1=I! 1=1 i 1=( 3 ANN MR 3' BROW P7CP LOWS OF NOT LESS THAN 75,000 NOT TO SCALE SECTION Nor TO SCALE PAVER AREA DRAIN DETAIL TYPICAL SECTION - PERVIOUS PAVERS NOT TO SCALE NOT TO SCALE SEWER LATERAL TABLE LOT STREET STATION OF INVERT AT LENGTH QOF TOP LRMK ELEV: LATERAL GROUND ELEV. DEPTH BELOW PL PAD UPSTREAM MH BACKWATER NO. LATERAL AT MAIN MAIN IE LA7vm AWN AT PL IE SLOPE % AT PL PL TO E T. RIM ELEV. VALVE REQ'D REMARKS 1 3+64.53 58.27 19.7' . 1.2' 59.86 2 71.49 11.63 73.25 85.20 YES INSTALL LARGE COME OR TYPICAL SECTION - PERMEABLE TO � ERA °DOB � TO INTERLOCKING CONCRETE PAVERS (PICA OCCUR TO THE SAWA= OF X Cm' #&tWTOR AND MATCH aWARON OF 0VWLOW EDGE 2' NIMM MULCH/ GRAS.s COVER 00AM OF ARK OR CITY APPROVED EQUVAU NT NOT TO SCALE 2% 11 It li = NOTE: PAVER INSTALLATION SHALL. BE PER MANUFACTURER'S RECOMM007IONS 0' PAVER SECTION IS SHOWN FOR REFERENCE ONLY. PAVER SECTION IS _ _ SOS 2"� �� REQUIRED 10 MAINTAIN lMPOSID LOADS OF NOT LESS 7JL4N 75,001I LBS t BlOREIEN7I4N 'ENGINEER® SOIL' LAYER SHALL BE NO MINIMUM 24' DEEP "SANDY L01M1' SOIL MIX WITH NO MORE t 1—I I I=I I I THM 5% CLAY CONW.. THE MIX SHALL CONTAIN 50-60% 10 5 0 10 20` 30 SW, 20-3()% COMPOST OR HARDWOORD MULCH, AND i I i I 1=111 I (1 I I ( i WEEW 20-30% TOP50IL, FREE OF STONES, STUMPS, R001S, OR I 2' LAYER OF SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS : ` 3/8" GRAVEL GRAPHIC SCALE IN FEET ROEESSI Q # 3/4 CRUSHED ROCK LAYER SHAM BE A MINIMUM OF ( >. , ,. , :, . ;: -,; :_' ; ; x :.. ' 12' LAYER OF PASCQ LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 I fx 858.259.4912 1 plsaengineering.com CHANGE NO. DESCRIP11ON p �GHAEt , Fti 12" BUT MAY BE DEEPENED TO INCREASE THE INFlLTRATION 3 E NOTE AND STORAGE ARM OF THE DETAIL THE EF CTIVE AREA I 4' PVC l 2 OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED UIy�RAIN No. 71651 0 WED ON CALCULATION. 7YPINLY, THE SURFACE AREA OF DU7LE1 P Exp. 12/31/17 THE BIfHiEIiENiIOM E/ASIN IS 4% OF THE IMPERVIOUS;ARE4 DRAIMNG TO IT. ALL WREIENTION PLANTERS TO BE_, BIORt..0 TENTI4N AREA DETAIL CIv11- DEPRESSED AT LEAST 6' BELOW ADJACENT FlNiSHED of � SURFACE NOT TO SCALE APPROVED DATE BENCHMARK SCALE S-BUILT 7 ! DESCRIP11ON: QONTRoL sTA-noN "E_NC-32" P S►M 5/6/2021 LOCATION: HORIZONTAL: 1"=10' •Z�'Zl RECORD FROM: ROS NO. 18416 BRIAN AR OLINO DATE �, ELEVATION: 92.004' VERTICAL: O C Stever No-w DATUM: NAW88 R I INSPECTOR[ SENIOR ENGINEER T 6' MAX WOOD 6' MAX MOD 4 FEicE PER FETE PER 8' P 5' ARCHITECTURAL PA NT DWGS L ARCHITECTURAL �Siff YAW SEIRW DWGS FOR PUBLIC J , � R.O.W. 3.67 1.33 W TER TIGHT WELDED - _ 6 MAX WOOD FENCE DRAIN GUTTER - WITH 70P 2 FT 50% i DI�VLstBI y-PER Ap -ERA OR i PROPOSED CMU ;� j i - iDRAiN GUTTER (-- ARCHITECTURAL' PLANTER WALL; ! ` I� ?— DWGS ! -- DRAW uT �4' PtdORM IN W/ =! ""AT 20' OC PROPOSED STEEL SOLDIER PILE RETAINNWALL Voe PROPOSED BIORETENTON 1n 2MAX IXPOSED --- (SEE SHEETS _-_, SHOT WALL PER sDRSD FG 71.4 DETAJL SHEET FF ._ I 1 —? I /f�A AO/.Lt r ' ?£ j —I a r 1 PER ARCHYkE4�•.`3 :t: s r- -I r r l - I I—` I i' -t - t t r— r !-sF';..X,; r^.i..;- ``"%•4i.. j*. C>y K.-'ti.t' , --I I i - t !- •• • ; I_-__ i �, _.. ; I 24 LNA CONCRETE WALL P1EIp —LYj V_001ISS0NPGp _ PILE -ARCHIIECTJRAL DWGS,qNM WALL ARHf1ECTURA ur E O -f/�� : _%Lb)GW II�l [ Sif 1LL.� •„s =' 4i-.:: jSi.-CTIVNA / R I\rfr•iCi "� ! ; r 1 Ir t I 2 _ 136 Wr-Dtmd> c-AL.Amzeb Amo SECTION B-B rROPOSEn I •I - I , —� ; x— ; ' i �I � -- NOT TL? SCALE ePOxy C*A M6 ,, L AC<W vG -ro 0E PER DETAIL Tests SHEET SECTION C-C YX MW 4A/O PWIVUZG 1464rW . NOT To SCALE .- O IGNED BY: I DRAWNY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.Cn PREP ED UNDER SUPERVISION OF RECOMMEND D: j6L0 APPROVE : GRADING PLAN FOR: r DATE: tt• •) /1A • a� 151 W. LEUCADIA BLVQ o R.C.E. No.: 71651 MASH MAHER E AWAKO W.-Ae a BEACON'S BEACH TRIAD i 2S99-Gin I Z. 1,411 6 APN: 256-fl12-'I 6 0 z BRIAN M. DOLING 00 EXP.: 12-31-17 �--- l2 Z3 • t 40 ¢ , DATE DATE PLANNING CASE N0: 15-124 TPM DR/CDP SHEET 2 OF 8 d,n00 08/03/16 PLSA 2324 .M `--u_W -urn. - J' � .✓... _ / .. )t t ` _-�• _.."_ _•__• _..n. _w _.,_, ...v.. _ .•n.. u.•.r -� _.... -... -.. ._... _.�.. _ .. ..._ .,..n. ..-.... __.. .i.- __ _� _.._. «.... _�_ -•-._. _-.•- -..0 ..-_ __ r.... _m.. +n_ w».. ..� rr _+- -•_.. .._• r_ � t_ j j ' , , _" +."� �-, + _ ... - • i _ - '.-_ � -_ -Pun -.-. ....- -._ _._.. --.. -._ � __. ._z `, � r.... __ _.• ♦ / '� ~- ' / - _ - _ _ _ _ —:�: .,. _ �..� a.....�. •■fie. _._ . �.. LJ1 ! {£ � 1 �j(`'^�t -->.�,:�,_� -- _ mod. ;= c "�� - �I � � — � Y+�� f_ �, <-- {- +-`- � - -�_' — �- (—€ ...1�s i �} ._.;, .—..i--- :�_. �-�-; _ t-:-``•~—E.-1 3 1, ��; 's '�— ` � . � ( �E ~r —� -+-. �—_ � _ �_._. ; t.._ {�� { 5 � 4J �.�i ^�" �—i_-! LJ : �..r-. ..-i in__ � �...s _ •-L-" � L- T_.`C ��_� ,,,.; `��}.'`.i.' .._.J'•C � �..t ' a.��a-.a..+�nY' nir? 3.�� -- ,. �[.�.�.._ -. Le-.= 1—_) i�.w• 4_..-i 3.— i i«_ L._ ±.KA3 'L� S�4- n�T'L-;—..t: —ice �1- / INSTALL SILT FENCE DETAIL THIS SI I. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS J. ATTACH THE FILTER FABRIC TO THE POSTS AND EXTEND IT INTO THE TRENCH, m CHANGE N0. _,� I W __j_ __ — A 7iINSTA tat-GIFAVEL BAGS - - -AROUND INLETS PER DETAIL THIS SHEET (TYPP) r' { PROPERTY ADXLWT PROPERTY LINE CEN7ERUNE OF .cA PROPOSED EASEMENT PROPOSED ., .OJ PROPOSED CONSWC71ON ENTAWCE PER DETAIL THIS SHEET PROPOSED SANDBAG BERM PROPOSED SILT FENCE DESCRIPTION 2. STAPLE EXTRA STRENGTH SILT FENCE OR WIRE FENCING TO THE POSTS IF USING EXTRA STRENGTH SILT FENCE, POSTS ARE TO BE SPACED CLOSER THAN STANDARD PRE -MANUFACTURED SILT FENCE PRODUCTS. No. 71651 Exp. 12/31/17 { s.._......... _........ :._.._.......... ...... _...... . . _ .. .. .... ... ..... .. ... - - i P i GRAVEL BAGS OVERLAP Ii. PT/9 /1,'tAH O LA YERS OF GRA;• GS RUNOFF ENDS OVERLAPPED ., NOT TO SCALE RUNOFF TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GAP BETWEEN BAGS ACTS AS SPILLWAY _CYRAVEL BAG DETAIL ...• r BENCHMARK• • UPC HORIZONTAL.i RECORD FROM: ROS NO. 18416' . DATUM: J INSTALL SILT PER 10 5 0 10 20 30 DETN IS SHEET w- GRAPHIC SCALE IN FEET EROSION V S1 OI Y / Y L PLAN LEUIrADIA WASTEWATER DISTRICT NOTES LEUCADIA WASTEWATER tISTRICT_ NO (G'�JhEiNVUrzD ...._ _._.._-._.__.. 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, SCALE 1 "=10' OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERA77ON FOR FINAL DURING Of? AFTER CONSTRUCTION. ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER U77LI77ES WID7H AS REQUIR TO ACCOMODA ANTICIPATED TRAR AS -BUILT 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A NOTE - CONTRACTOR TO MODIRY CONSRUC77ON ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND DITCH CHANNEWE RUNOFF TO SEDIMENT TRAPPING- DDEEWCE A 19' RADIUS 50' MIN MIN. AND UTILITY LATERALS Z ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWV SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIRCA77ONS FOR 15 ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT LWD INSPECTOR PRIOR TO PAVING. EDITIONS IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH 3 OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT GASKETEO PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES FOR ALL TIMES WITHOUT EXCEPTION. INSTALLA7ION OF GASKETED PVC SADDLE WYE ON EYJS77NG PIPS CONTRACTOR SHALL PLACE SADDLE ON THE EXISTING PIPE AND MARK THE PIPE WITH AN OUTLINE OF THE PROPOSED CUT: IN PRIOR TO ORIGINAL 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER N07ES 2 & 3 ON INSTALLATION. CUT -IN SHALL BE CLEAN AND NOT EXCEED MARKED OUTLINE OVER ACCEPTABLE GRADE THE JOBSITE AT ALL TIMES LIMITS DEEMED BY LWD INSPECTOR. ALL REJECTED GASKETED SADDLE INSTALLATTONS SHALL BE REPAIRED IN ACCORDANCE WI7H LWD STANDARD DRAWING S-32 TYPE II REPAIR. FOR INSTALLING _ 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END- WYES AN PLAIN END PIPE FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSER77NGWYES INTO AN IN WORKMANSHIP AND TOR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER EXIS71NG SEWER. TO LWD. I Z EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNEC7IONS 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUC7ION NOT MADE TO EXIS77NG WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S 32. IF AND SHALL PROVIDE A MINIMUM OF 72 HOURS N077CE TO LWD PRIOR TO CONSTRUCTION. NECESSARY DURING THE LATERAL CONNEC71ON WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY-PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESEIVTA71ON OF THE ACCURACY OF DOWNSTREAM LWD SEWER. IN LOCATIONS WI7H SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE THE LOCATION OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY UNDERGROUND U71UTY, PIPE, OR TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL-71ME MANNED MONITORING NO STRUCTURE WITHIN THE LIMITS OF 7741S PROJECT. UNMANNED BYPASS SHALL BE ALLOWED. 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING 18. FOR CONNEC71ON OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE PRIOR TO CONS7RUC770N. OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKE7ED WITH NO CENTER STOP. PIPE ENDS SHALL BE 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPUNG(S). THE REPAIR COUPLING PRESENCE OF THE LWD INSPECTOR NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO SHALL BE SUPPED ALL THE WAY ON TO ONE PLAIN END PIPE; THEN THE PIPE AND ADJOINING EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SUPPED BACK INTO A POS177ON OR AS APPROVED BY DISTRICT ENGINEER EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PIN PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO 71E--IN TO EXISTING VCP. FOR CONNEC77ON OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. 11. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE ATTACH LATERAL LOCA77ON BY THE STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC CONTRACTOR. INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER AS7M A536, EXTEND UP TO A 2 � COPPER TAG 77® AND SOLDERED TO THE WIRE 7HE TAG OVER THE SEWER MAIN GRADE 65-45-12 AND SHALL BE PROVIDED WI7H 16 MILS FUSION BONDED EPDXY COLOR CODED TO a SHALL TERMINATE 6 ABOVE PAVING SUBGRADE W17H FINAL LOCATION JUST BELOW PAVING THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UN71L CONNECTED AND SHALL THE TYPE OF CONNECTING PIPE GASKETS SHALL BE SBR PER ASTM D2000 MSA710, COMPOUNDED 1`01 WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. THEREAFTER BE BURIED AT THE POINT OF CONNECTION. a 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VAUD FOR A PERIOD OF TIME NOT TO 13 ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT 3 IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUC770N. .00A07RC7M EWRAME DETAIL NOTE: BIOREI'ENTION BASINS SHALL BE EXCAVATED AND USED AS DESIL17NG BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE 81OREiEN17ON WNS COMPLETED ONCE FINAL SITE STABILITATIQN IS ACHIM-U, PRIOR TO OCCUPANCY AND/OR FIINAt RED UNDER'GRADING ^, • r - DATE DATE PLAN FOR: BEACON'S BEACH TRIAD .256-012-16 IPLANNING CASE NO: `15-124 TPM/DR/CDP i DRAWING No.; d N N 12899-G � co UZo SHEET 3 OF,09 < o o 08/03/16 PLSA 2324 MONEFF ENGINEERING & C ONSUILTINIQ A PROFESSIONAL CORPORATION 1991 VILLAGE PARK WAY SUITE 115 ENCINITAS, CALIFORNIA 92024 (760) 479-9838 FAX (760) 479-9837 REVISIONS I APPROVED DATE ' R)IIt,188118 Grylilllil\\IUIH�{\\\�\� REFERENCES =;a 5FECIAL IN&FFECTION TAME I Gast=In-pima® concrete ISA Verify soli conditions are oubstantlally in 2 gouts Inatallod In concrete conforamanco with the soli Invostl9ation roport a Reinforcing 04001 180 VO4T * that foundation ,o3Kcavatlon0 txtond to 4 tiro-strossluag %tool propw dopth end bearing strata GA volumetric weld examinations CUT, HT) 18C Provide solo compaction toot rg�suota, depth of as Visual weld @�Xaaotilnatlons ?111. rolativo donslty, and boaring values 0 High-strongth bolting TOD Providlo soil expansion test rosaulto, oxpanslen 7 Structural Masonry index, recommendations for foundation. and 8 (precast concrete Slab-on-grmde recommendations 0 Wood construction 14 30110anlc system 10 Foropra®fing or coatinss If Pro-Tsbricatod building compononts 11 ,foundatn®ns (plios, piors, end caissons) Structural observations 9 3 slio$crste 17 Exterior insulation and MOAOng systems CEEB) :, Descliption of Type of jIl Y peCUon Rtillllrt r{: [ (i)c tbr% Remarks strerom . 11 SOLD ER 5EAM CAISSONSfill III SOLDIr ER BEAMS . ♦� AN APPROVED PA5RICATOR (SEE STI;WCTURAL STEEL NOTES ON TWIS SIEE I) r Y M •.. - 1-M.M. , .- a_ Special Inspections lrsted above are rn addrtron to required inspections b butldtng offrcral, as rdentrfred rn C$_G, 80.ectron f09_ 8pecral .Tnepectron re not necessarrly a s rtute for rnspectron by the burjcltng offrcra►., specially Inspected:: work whtch ra metalled or co without the approval of the arty Inspector To subTect to removal or exposure_ b. ReG.G Refer to Z__ Tables f"I04 3-t iP>4.9 for frequsncy rerlurremen specral Inspection (perrodre vs. contrnuous), unless noted otherwree_ c_ Spacral Tnepectors must be approved or certtfred b arty of irncTnTtae to perform the typee of rnspectron spectfred, d_ it re the responstbtltty of the contractor to t the special rnspector or Inspection agency at least one day prror to performing any work that tree special rnspeet-ron_ All work pa rformad without required special inspection re subj t emovaV(:>1V l_ 'B 'AN AeICOLIr-o "DMt� rye DATE BENCH MARK SCALE PLANNING & BUILDING CITY OF ENCINITAS CONTROL POINT REWEIWED BY. INTERSEC77ON OF' LA IuESEA AVE. AND SOUTH EL PROTAL, PER HORIZONTAL R.O.S, 18416 VORTICAL ELEV. 60.60 NAVD88 DA TE. F APPROVALS r.PRA �itlY�� r r �I♦u1u�� ,.PLANS PREPARED UNDER SUPERVISION OF-1 RECOMMENDED APPROVED D,TE 1 rr . 1-16 DATE1 IR141140 D. - -- f ii RAL NOTES STRUCTURAL STEED. (CONT.) GENERA 6_ ALL EXPOSED STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHALL BE HOT -DIP I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY THE GALVANIZED OR OTHERWISE COATED AS SPECIFIED BY ARCHITECT_ SHOP PRIME ALL ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND - NON -EXPOSED STEEL MEMBERS. 2_ WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, 1, ALL PERMANENT SOLDIER BEAMS SHALL BE COATED WITH 'AMERcoAT 385" EPDXY THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK, PROVIDED THAT (OR APPROVED EQUIVALENT) FROM TOP OF BEAM TO 12" BELOW EMBEDMENT ELEVATION- PRIOR APPROVAL IS OBTAINED FROM THE ENGINEER. T II••I5 IR 3- THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL NEW 4 EXISTING UTILTIES WITH THE SHORING REQUIREMENTS. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING I_ ALL FRAMING: LUMBER SHALL BE DOUGLA5 FIR LARCH (PRESSURE -TREATED), AND UTILITIES_ GENERAL CONTRACTOR TQJPENTIFY POTENTIAL CONFLICTS BETWEEN SHORING COMPONENTS AND UTILITIES AND Y ENGINEER IMMEDIATELY FOR RESOLUTION. SHALL BE GRADE MARKED NO.2 OR SETTER. 2. ALL PERMANENT TIMBER LAGGING SHALL BE CHEMICALLY TREATED WITH ALKALINE 4- THE DESIGN IS BASED ON 2013 CALIFORNIA BUILDING CODE -TITLE 24 PART 2 FOR COPPER QUATERNARY SOLUTION (ACQ), OR SIMILAR PRESERVATIVE, WITH MINIMUM TEMPORARY STRUeTHE CALTRANS SHORING MANUAL 15 USED AS REFERENCE. RETENTION LEVEL of 0.6 POUNDS PER CUBIC FOOT,' CONSTRUCTION F OC IDURS 1_ AN E. RATION OF THE SOILS UNDERLYING THIS SITE WAS MADE BY COAST I- SOLDIER BEAM CONSTRUCTION: CHNICAL AND 15 DESCRIBED IN THEIR REPORT P565511 JUNE 30, 2011, AND UPDATED 1.1 LAYOUT AND DRILL THE HOLE DIAMETER AND DEPTH A5 INDICATED IN PLANS. Y 26, 2016_ THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE INFORMATION CONTAINED THESE REPORTS BEFORE COMMENCING�c WORK. 1.2 PLACE THE SOLDIER BEAM APPROXIMATELY IN THE CENTER OF THE HOLE. 2_ THE ACTIVE SOIL PRESSURE FOR UNRESTRAINED SHORING WALLS IS 31 PCF (E..F.P_)_ THE 1-3 PLACE CONCRETE FROM THE BOTTOM OF HOLE TO THE PROPOSED EXCAVATI PASSIVE PRESSURE ALLOWANCE FOR SHORING WALL COMPONENTS 300 PCF (E.F.PI (ELEVATION AS INDICATED IN THE PLANS) 3. BOTTOM OF ALL EXCAVATIONS SHALL BE CLEAR OF DEBRIS PRIOR TO CONCRETE L4 PLACE CONCRETE SLURRY (1112 SACK MIX) FROM THE BOTTOM OF PROP D PLACEMENT - EXCAVATION TO EXISTING GRADE, U_N_O_ R INF-OiRC D CONCRETE 2- EXCAVATION AND LAGGING PLACEMENT,- 2.1 EXCAVATE THE CUT IN 5' MAXIMUM INCREMENTS_ A1, ALL CONCRETE WORK SHALL CONFORM TO ACI 318, "BUILDING CODE REQUIREMENTS FOR 2.2 CHIP BACK THE CONCRETE SLURRY TO ALLOW F CEMENT OF STRUCTURAL CONCRETE," LATEST APPROVED EDITION, WITH AMENDMENTS AS FOUND IN 2010 CZ.C_ CHAPTER IS. THE WOOD LAGGING. 2.3 PRIOR To EXCAVATING THE NEXT INCREM CUT, THE 1 ALL REINFORCING DETAILS SHALL CONFORM TO THE CONCRETE REINFORCING STEEL LAGGING MUST BE COMPLETELY INST TO ENSURE INSTITUTE "MANUAL OF STANDARD PRACTICE," LATEST EDITION. BEARING BETWEEN THE CUT 501L OOD LAGGING- 3. REINFORCING, ANCHOR BOLTS, AND ALL OTHER EMBEDDED ITEMS SHALL BE SECURELY HAND BACKFILL WITH GRANULA RIAL OR I -SACK SLURRY_ TIED IN POSITION AND INSPECTED AS REQUIRED PRIOR TO PLACING CONCRETE_ 4. ALL CONCRETE MIX DESIGNS SHALL BE DEVELOPED BY A QUALIFIED PROPE551ONAL OR 4 -C I AL MFEC TESTING LABORATORY AND REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO PLACEMENT. PROPORTION MIX COMPONENTS BASED ON TRIAL MIXTURE DATA L SPECI PECTI Y SPECIAL INSPECTORS SATISFACTORY TO THE BUILDING OFFICIAL OR TEST RECORD DATE PER CHAPTER 5 OF ACI 316_ 51 REQUIRE HE FOLLOWING TYPES OF WORK, IN CONFORMANCE WITH THE 2013 ORN CALIFI CODE (2012 I_B.C_), CHAPTER 11_ REFER TO C_B.C_ SPECIAL INSPEC- TION T IN BE 1105 FOR SPECIFIC INSPECTION MILESTONES, FREQUENCY, AND 5, CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE MINIMUM COMPRESSIVE RE CE CRITERIA_ STRENGTHS AT 28 DAYS_ THE AGGREGATES SHOWN ARE THE MAXIMUM SIZE (INCHES) AND THE WATER CONTENT SHOWN 16 THE MAXIMUM RATIO. THE COMPRESSIVE STRENGTH OF 2 CRETE; DURING PLACI D SAMPLING OF ALL TEST SPECIMENS FOR ALL REIN- CONCRETE SHALL BE PROPORTIONED AS REQUIRED ACI 318, SECTION 5-3, FORCED CONCRETE, EXCEPTING FOLLOWING,- ITEM OF CONSTRUCTION (145 PCP AVE_) STRENGTH AGGREGATE WIC A. SOLDIER BEAM CAISSONS A_ SOLDIER PILE CAISSONS 4,500 PSI If/2 0_45 3. STRUCTURAL STEEL: MATERIAL VERIFICATI DING, BOLTING, ETC., A5 PER AISC 360 (EMBEDDED LENGTH) QUALITY ASSURANCE INSPECTION REQUIREMENT , EPTING THE FOLLOWING- B. CAISSON SLURRY BACKFILL If/2 SACK 31" NIA A. STEEL FABRICATION NOT REQUIRING WELDING, TH CUTTING, OR HEATING OPERATION TYPE I►IV PORTLAND CEMENT SHALL BE USED IN ALL CONCRETE AS PER C,B_C. SECTION 1104.3. 6, THE EVALUATION AND ACCEPTANCE OF CONCRETE SHALL CONFORM TO THE REQUIREMENTS B_ STEEL FABRICATION PERFORMED AT AN APPROVED FAB OR'S SHOP AS PER C.B_C_ OF C_BeC_ SECTION 1905_ SECTION 1104.2.5. 1, MINIMUM PROTECTIVE CONCRETE COVERAGE OF REINFORCING-- 4- SOILS: VERIFY EXISTING SITE CONDITIONS, CAISSON DEPTHS, ETC_ AS _C_ TABLE 1105.6 AND APPROVED SOILS REPORT_ ______________________.____r______ A_ ON EARTH SIDE WHEN PLACED AGAINST EARTH________________________ _ --- 3 IN_ 5. DRILLED CAISSONS ( SOLDIER PILES)_- DURING INSTALLATION AS PER C_B.C. TA BL .8 STRUCTURAL STEEL AND APPROVED SOILS REPORT_ 6. REFER TO SPECIAL INSPECTION TABLE FOR SUMMARY OF SPEGIFIc INSPECTIONS AND I. ALL WORK SHALL CONFORM TO RISC 360, "SPECIFICATION FOR STRUCTURAL STEEL REQUIRED MATERIAL STRENGTHS- BUILDINGS% AND AISC 341, "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS", LATEST APPROVED EDITIONS 4 SUPPLEMENTS, WITH AMENDMENTS :AS FOUND IN 2010 C_5_C_ CHAPTER 22_ Z LDING SHALL BE DONE IN ACCORDANCE WITH AWS DIJ, "STRUCTURAL WELDING COD TEFL", LATEST APPROVED EDITION_ 3. 5TRUGTU EL SHAPES AND CONNECTORS SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATION STRENGTH AND MATERIAL COMPOSITION: A. ROLLED W-SHA 992 (Fs = 50 K61) B- CHANNEL, ANGLE SHAP MISC PLATE STEEL; A36 UN-0_ (Fs = 36 K51) C_ RECTANCULAR HS5 SHAPES STEEL)-- A500 GRADE B (Fy = 46 KSI) D_ ROUND H55 SHAPES (STEEL FIRE, 53 GRADE B (Fy r 35 K51) E_ ANCHOR BOLTS 4 MACHINE BOLTS: A R GAR_ 5 (HEADED), A36 (UNHEADED) U_N_O_ 4_ ALL STRUCTURAL WELDING SHALL BE PERFORMED WELDERS CERTIFIED FOR SMAW OR FLAW WELD PROCESSES IN THE APPLICABLE WELi?IN SITION_ 5. WELDING ELECTRODES SHALL BE IN ACCORDANCE WITH TABLE 4.1.1 of AWS D.I.I. THE MINIMUM TENSILE STRENGTH FOR FILLER METAL SHALL BE 10 KSI_ SH-1 C1 C:)F NCINIT.A,S ENGINEERING SERVICES DEPARTMENT DRAWING NO, SHORING PLAN FOR: SEACON BEACH TRIAD 12899-0 PLANNING CASE NO: 15-124 TPMIDR/COP A.P.N. 11256-012-16 SHEET 4 OF 8 SPECIAL IN5FECTION TABLE 1 Cast -in -place concrete 13A Verify soil conditions are substantially in 2 Bolts installed in concrete conformance with the soil investigation report 3 Reinforcing steel 13B Verify that foundation excavations extend to 4 Pre -stressing steel proper depth and bearing strata 5A Volumetric weld examinations (UT, RT) 13C Provide soil compaction test results, depth of 58 Visual weld examinations fill, relative density, and bearing values 6 High -strength bolting 13D Provide soil expansion test results, expansion 7 Structural masonry index, recommendations for foundation, and 8 Precast concrete slab -on -grade recommendations 9 Wood construction 14 Seismic force -resisting system 10 Fireproofing or fire-resistant coatings 15 Pre -fabricated building components 11 Dee, foundations (piles, piers, and caissons) 16 Structural observations 12 Shotrete 1 17 Exterior insulation and finishing systems (EFTS No. Dosorapton of Type of hapec9on Regdred, LocatWn, RemarksDesign 1, 11 SOLDIER BEAM CAISSONS Vc = 4,500 PSI 1,14 CAST -IN -PLACE CONCRETE OR SHOTCRETE WALL FACING Vc = 4,500 PSI 3 SOLDIER BEAMS fa = 50 Kcal REINF, STEEL PLACEMENT (CMU OR SHOTCRETE/CONCRETE WALL FACING) fy = 60 KSI EPDXY REBAR - 5IMP5ON 'SET-3G' ICCO 4051 519 FIELD WELDING OR SHOP WELDS AT ANY LOCATION OTHER THAN THE SHOP OF E10XX AN APPROVED FABRICATOR (SEE STRUCTURAL STEEL NOTES ON THIS SHEET) F� = 10 KSI 7 CMU WALL FACING f'. = 1,500 PSI 13A EXISTING CONDITIONS DURING CAISSON DRILLING 139 SOLDIER BEAM CAISSON DRILLING DEPTHS a. Specfal fnspectrons listed above are In additfon to requfred fnspectrons by the burldrng offrcfal, as fdentffred In G.B.C. 5ectfon 109. Special rnspectfon Is not necessarily a substitute for Inspection by the but ldfng offrcfal. Specfally inspected work which is Installed or covered without the approval OF the crty Inspector is subject to removal or exposure. b. Refer to C.13.C. Tables 1104.3-1104.E for frequency requirements of specfal Inspection (perfodfc vs. continuous), unless noted otherwise. c. Special Inspectors must be approved or certfffed by the Cfty of Encrnftas to perform the types of rnspectfon specfffed. d. it is the responsibflfty of the contractor to rnform the specral fnapector or fnepectfon agency at least one day prior to performing any work that requfres specfal rnspectfon. All work performed without requfred specral Inspection is subject to removal. R 11, LDEV-011423-2016.e ` ' 'A�lr ' � wicNeff �vi9iheerivf9 VA V 6ML 3D, ZD21 69 vytr `4MA MCNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 VILLAGE PARK WAY SUITE 115 ENCINITAS, CALIFORNIA 92024 (760) 479-9838 mcneffengineering.com REVISI❑NS APPROVED DATE 0 WALL B REVISI❑NS 5/1/17 ® AS -BUILT REVISIONS 8/25/17 ® WALL FACING REVISIONS 11/18/20 NEW SHEET, REPLACES SHT, 4 REFERENCES 9 Exf 6Z-lt•Z( G ENERAL NOTE9 1. ALL MASONRY WORK SHALL CONFORM TO ACI 530, "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES," AND ACI 530.1, "SPECIFICATION FOR MASONRY STRUCTURES% LATEST APPROVED EDITIONS, WITH AMENDMENTS AS FOUND IN 2013 C.B.C. CHAPTER 21. 2. CONCRETE BLOCK UNITS SHALL BE MEDIUM WEIGHT AND CONFORM TO ASTM C90 GRADE N, AND SHALL ALSO COMPLY WITH C.B.C. STANDARDS (ACI 530) FOR f'm = 1,500 PSI, ALL BLOCK SHALL BE SHALL BE SOLID GROUTED. USE OF STANDARD, OPEN-END, OR DOUBLE OPEN-END UNITS 15 ALLOWED. PROVIDE DEEP CUT BOND BEAM UNITS WHERE HORIZONTAL REINFORCEMENT OCCURS. LAY BLOCK IN RUNNING BOND U.N.O. 3. MORTAR SHALL CONFORM TO ASTM C210, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,150 PSI AFTER 28 DAYS. SEE ASTM C210 FOR MIXING PROPORTIONS BY VOLUME. 4. COARSE GROUT SHALL CONFORM TO ASTM C416, WITH A MINIMUM COMPRE551VE STRENGTH OF 2,000 PSI AFTER 28 DAYS. 5. REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60. 6, ALL CELLS SHALL BE GROUTED SOLID. WITHIN EACH LIFT, GROUT SHALL BE CONSOLIDATED BEFORE LOSS OF PLASTICITY USING MECHANICAL VIBRATING EQUIPMENT TO MINIMIZE VOIDS. RODDING 15 NOT PERMITTED, CON5TFUCTION FROCEPUIRES 1. SOLDIER BEAM CONSTRUCTION: 1.1 LAYOUT AND DRILL THE HOLE DIAMETER AND DEPTH AS INDICATED IN PLANS. 1.2 PLACE THE SOLDIER BEAM APPROXIMATELY IN THE CENTER OF THE HOLE. 1.3 PLACE CONCRETE FROM THE BOTTOM OF HOLE TO THE PROPOSED EXCAVATION. (ELEVATION AS INDICATED IN THE PLANS) 1.4 PLACE CONCRETE SLURRY (111/2 SACK MIX) FROM THE BOTTOM OF PROPOSED EXCAVATION TO EXISTING GRADE, U.N.O. 2. EXCAVATION AND LAGGING PLACEMENT: 2.1 EXCAVATE THE CUT IN 5' MAXIMUM INCREMENTS. 2.2 CHIP BACK THE CONCRETE SLURRY TO ALLOW FOR PLACEMENT OF TEMPORARY WOOD LAGGING BOARDS (412 MIN.) 2.3 PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT, TEMPORARY LAGGING MUST BE COMPLETELY INSTALLED TO ENSURE BEARING BETWEEN THE CUT SOIL AND WOOD LAGGING. HAND BACKFILL WITH GRANULAR MATERIAL OR 1-SACK SLURRY. 2.4 REMOVE TEMPORARY LAGGING IN INCREMENTS AT DISCRETION OF CONTRACTOR, AS REQUIRED TO INSTALL PERMANENT CMU BLOCK OR SHOTCRETE/CONCRETE FACING. BACKFILL BEHIND BLOCK MUST ENSURE BEARING BETWEEN THE CUT 501L AND FACING. HAND BACKFILL WITH SELF -COMPACTING GRAVEL OR 1-SACK SLURRY. &F CAL IN5FE CT I ON 1. SPECIAL INSPECTION BY SPECIAL INSPECTORS SATISFACTORY TO THE BUILDING OFFICIAL IS REQUIRED FOR THE FOLLOWING TYPES OF WORK, IN CONFORMANCE WITH THE 2013 CALIFORNIA BUILDING CODE (2012 I.B.C.), CHAPTER 11. REFER TO G.B.C. SPECIAL INSPEC- TION TABLES IN SECTION 1105 FOR SPECIFIC INSPECTION MILESTONES, FREQUENCY, AND REFERENCE CRITERIA. 2, CONCRETE: DURING PLACEMENT AND SAMPLING OF ALL TEST SPECIMENS FOR ALL REIN- FORCED CONCRETE, EXCEPTING THE FOLLOWING: A. SOLDIER BEAM CAISSON SLURRY B. CMU WALL FACING FOOTINGS C. WEST WALL - UPPER CURB 3. REINFORCING STEEL: FOLLOWING PLACEMENT OF REINFORCING STEEL FOR ALL CONCRETE ELEMENTS EXCEPT THOSE EXEMPTED ABOVE. 4. POST -INSTALLED REBAR IN EXISTING CONCRETE. 5. STRUCTURAL STEEL: MATERIAL VERIFICATION, WELDING, BOLTING, ETC., AS PER A18C 360 QUALITY ASSURANCE INSPECTION REQUIREMENTS, EXCEPTING THE FOLLOWING: A. STEEL FABRICATION NOT REQUIRING WELDING, THERMAL CUTTING, OR HEATING OPERATION AS PER G.B.C. SECTION 1104.3. B. STEEL FABRICATION PERFORMED AT AN APPROVED FABRICATOR'S SHOP AS PER G.B.C. SECTION 1104.2.5. 6. MASONRY: DURING PLACEMENT (INCLUDING REBAR) AND GROUTING OPERATIONS, AS PER ACI 530 4 ACI 530.1 QUALITY ASSURANCE INSPECTION REQUIREMENTS. 1. SOILS: VERIFY EXISTING SITE CONDITIONS, CAISSON DEPTHS, ETC. AS PER C.B.C. TABLE 1105.6 AND APPROVED SOILS REPORT. 8. DRILLED CAISSONS (SOLDIER PILES): DURING INSTALLATION AS PER C.B.C. TABLE 1105.8 AND APPROVED SOILS REPORT, 9. REFER TO SPECIAL INSPECTION TABLE FOR SUMMARY OF SPECIFIC INSPECTIONS AND REQUIRED MATERIAL STRENGTHS. DATE BENCH MARK ALE PLANNING & B CITY OF ENCINITAS CONTROL POINT REVIEWED NO.1025 "ENC25" AT THE INTERSECTION OF LA MESA AVE. HORIZONTAL AND SOUTH EL PROTAL. PER R.O.S. 18416 VERTICA ELEV. 60.60 NAVD88 DATE: &TRUCTURAL STEEL 1. ALL WORK SHALL CONFORM TO A15C 360, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS", AND RISC 341, "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS", LATEST APPROVED EDITIONS 4 SUPPLEMENTS, WITH AMENDMENTS AS FOUND IN 2010 C.B.C. CHAPTER 22. 2. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS DIJ, "STRUCTURAL WELDING CODE - STEEL", LATEST APPROVED EDITION. 3. STRUCTURAL STEEL SHAPES AND CONNECTORS SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS FOR STRENGTH AND MATERIAL COMPOSITION: A. ROLLED W-SHAPES: A932 (Fy = 50 KSI) B. CHANNEL, ANGLE SHAPES 4 MISC PLATE STEEL: A36 U.N.O. (Fy = 36 KSI) C. RECTANGULAR H55 SHAPES (TUBE STEEL): A500 GRADE B (Fs = 46 KSI) D. ROUND H56 SHAPES (STEEL PIPE): A53 GRADE B (Fy = 35 K51) E. ANCHOR BOLTS 4 MACHINE BOLTS: A301 OR GR. 5 (HEADED), A36 (UNHEADED) U.N.O. 4. ALL STRUCTURAL WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED FOR SMAW OR FCAW WELD PROCESSES IN THE APPLICABLE WELDING POSITION. 5. WELDING ELECTRODES SHALL BE IN ACCORDANCE WITH TABLE 4.1.1 OF AWS D.I.I. THE MINIMUM TENSILE STRENGTH FOR FILLER METAL SHALL BE 10 KSI. 6. ALL EXPOSED STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHALL BE HOT -DIP GALVANIZED OR OTHERWISE COATED AS SPECIFIED BY ARCHITECT. SHOP PRIME ALL NON -EXPOSED STEEL MEMBERS. 1, ALL PERMANENT SOLDIER BEAMS SHALL BE COATED WITH 'AMERCOAT 385' EPDXY, WITH 6 MIL 'AMERON 450' FINISH COAT (OR APPROVED EQUIVALENTS) FROM TOP OF BEAM TO 12" BELOW EMBEDMENT ELEVATION. 5HOTCfRET I. ALL SHOTCRETE WORK SHALL CONFORM TO ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," LATEST APPROVED EDITION, WITH AMENDMENTS AS FOUND IN 2013 C.B.C. CHAPTER 19 (SECTION 1908). 2. ALL REINFORCING DETAILS SHALL CONFORM TO THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE," LATEST EDITION. 3. CONTINUOUS INSPECTION BY AN AUTHORIZED DEPUTY OR SPECIAL INSPECTOR 15 REQUIRED FOR ALL SHOTCRETE NOW. 4. ALL SHOTCRETE MIX DESIGNS SHALL BE REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO PLACEMENT. 5. REFER TO REINFORCED CONCRETE NOTES FOR STRENGTH REQUIREMENTS 4 ADDITIONAL INFORMATION. 6. DO NOT SPLICE BARS IN SHOTCRETE FACING UNLE55 SPECIFICALLY DETAILED IN THE PLANS. 1. IN CONFORMANCE TO PER C.B.C. SECTION 1908.4, A PRE -CONSTRUCTION TEST PANEL IS NOT REQUIRED FOR THIS PROJECT. 8. SCREED EXPOSED SURFACES TO TRUE PLANS UPON REACHING REQUIRED THICKNESS ESTABLISHED BY FORMWORK AND GROUND WIRES. FLOAT AND TROWEL SURFACES SMOOTH. 9. CURE SHOTCRETE BY KEEPING DAMP FOR A MINIMUM OF 8 DAYS AFTER PLACEMENT, OR BY APPLYING APPROVED CURING COMPOUND TO SURFACES THAT WILL NOT RECEIVE FINISH. 10, CUT-OUT AND PATCH OR REPLACE DEFECTIVE SHOTCRETE INCLUDING VOIDS, CRACKS WIDER THAN JIf6", SAND -POCKETS, SAGS, SLOUGHING, AND OTHER DEFECTS. STRUCTURAL ENGINEER TO REVIEW AND APPROVE ALL PATCHING MATERIALS AND METHODS IN ADVANCE. 11. THE EVALUATION AND ACCEPTANCE OF SHOTCRETE SHALL CONFORM TO THE REQUIREMENTS OF C.B.G. SECTIONS 1105.3 4 1900. 12. STRENGTH TESTS FOR SHOTCRETE SHALL COMPLY WITH SECTION 1908.10 OF THE C.B.C. SAMPLE SPECIMENS SHALL BE TAKEN FROM EITHER THE IN -PLACE WORK OR FROM TEST PANELS FORMED AT THE SITE. SPECIMENS SHALL BE A MINIMUM OF 2" DIAMETER CORES OR 2" CUBES. 13. STRENGTH TEST PANELS SHALL BE MADE ON SITE AT LEAST ONCE A SHIFT OR FOR EACH 50 CUBIC YARDS OF SHOTCRETE. THICKNESS FOR EACH TEST PANEL SHALL BE THE SAME AS THOSE FOR THE SECTION OF WORK BEING TESTED. EACH PANEL SHALL BE A MINIMUM OF 12" SQUARE AND CURED ON SITE. TEST PANELS NEED NOT BE REINFORCED. 14, THE AVERAGE COMPRESSIVE STRENGTH OF 3 CORES SHALL BE GREATER THAN OR EQUAL TO 0.851'c, WITH NO SINGLE CORE LESS THAN 0.15f'c. THE AVERAGE COMPRESSIVE STRENGTH OF 3 CUBES SHALL BE GREATER THAN OR EQUAL TO P'c, WITH NO SINGLE CUBE LE55 THAN O.SSf'c. LOCATIONS OF ERRATIC CORE OR CUBE STRENGTH SHALL BE RETESTED FOR ACCURACY. 15. REFER TO REINFORCED CONCRETE NOTES FOR ADDITIONAL INFORMATION. FOST- INSTALL D CONCRETE REBAIR 1. INSTALLATION OF ALL PROPRIETARY ANCHORS AND ADHESIVES SHALL MEET THE CRITERIA ESTABLISHED BY THE CORRESPONDING ICC REPORT FOR THE PRODUCT. 2. ADHESIVE DOWELS FOR CONCRETE SHALL BE PLACED IN SIMPSON 'SET-3G' EPDXY OR APPROVED EQUAL, ICC ESR-4051. PLANS PREPARED UNDER SUPERVISI❑N OF RECOMMENDED DATE ; 11-18-20 BY. R,C,E. NEI, ; C-61048 M CHAEL A, MCNEFF EXP, 12-31-22 DATE: III • -':1 ' 1 GENERAL 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND. 2. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK, PROVIDED THAT PRIOR APPROVAL 15 OBTAINED FROM THE ENGINEER. 3. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL NEW 4 EXISTING UTILTIES WITH THE SHORING REQUIREMENTS. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFO REGARDING UTILITIES. GENERAL CONTRACTOR TO IDENTIFY POTENTIAL CONFLICTS BETWEEN SHORING COMPONENTS AND UTILITIES AND NOTIFY ENGINEER IMMEDIATELY FOR RESOLUTION. 4. THE DESIGN 15 BASED ON THE 2013 CALIFORNIA BUILDING CODE -TITLE 24 PART 2 FOR TEMPORARY STRUCTURES AND THE CALTRANS SHORING MANUAL 15 USED AS REFERENCE. I. AN EXPLORATION OF THE SOILS UNDERLYING TH15 51TE WAS MADE BY COAST GEOTECHNICAL AND 18 DESCRIBED IN THEIR REPORT P565511 JUNE 30, 2011, AND UPDATED MAY 26, 2016. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE INFORMATION CONTAINED THESE REPORTS BEFORE COMMENCING WORK. 2. THE ACTIVE 501L PRESSURE FOR UNRESTRAINED SHORING WALLS 15 31 PCF (E.F.P.). THE PASSIVE PRESSURE ALLOWANCE FOR SHORING WALL COMPONENTS 300 PCF (E.F.P.). 3. BOTTOM OF ALL EXCAVATIONS SHALL BE CLEAR OF DEBRIS PRIOR TO CONCRETE PLACEMENT. fRE INFOSC P CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 316, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," LATEST APPROVED EDITION, WITH AMENDMENTS AS FOUND IN 2010 G.B.C. CHAPTER 19. 2. ALL REINFORCING DETAILS SHALL CONFORM TO THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE," LATEST EDITION. 3. REINFORCING, ANCHOR BOLTS, AND ALL OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN POSITION AND INSPECTED AS REQUIRED PRIOR TO PLACING CONCRETE. 4. ALL CONCRETE MIX DESIGNS SHALL BE DEVELOPED BY A QUALIFIED PROFESSIONAL OR TESTING LABORATORY AND REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO PLACEMENT. PROPORTION MIX COMPONENTS BASED ON TRIAL MIXTURE DATA OR TEST RECORD DATE PER CHAPTER 5 OF ACI 318, 5. CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE MINIMUM COMIORE551VE STRENGTHS AT 28 DAYS. THE AGGREGATES SHOWN ARE THE MAXIMUM SIZE (INCHES) AND THE WATER CONTENT SHOWN 15 THE MAXIMUM RATIO. THE COMPRESSIVE STRENGTH OF CONCRETE SHALL BE PROPORTIONED AS REQUIRED ACI 318, SECTION 5.3. ITEM OF CONSTRUCTION (145 PCF AVE.) STRENGTH AGGREGATE W/C A. SOLDIER PILE CA156ONS 4,500 PSI 1112" 0.45 (EMBEDDED LENGTH) B. CAISSON SLURRY BACKFILL 11/2 SACK 3/8" N/A C. SHOTCRETE OR G.I.P. CONC. FACING 4,500 P51 3/8" 0.45 D. CMU WALL FACING FOOTINGS 3,000 PSI 1" 0.6 TYPE II/V PORTLAND CEMENT SHALL BE USED IN ALL CONCRETE 6. THE EVALUATION AND ACCEPTANCE OF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF C.B.C. SECTION 1905. 1. MINIMUM PROTECTIVE CONCRETE COVERAGE OF REINFORCING: A. ON EARTH SIDE WHEN PLACED AGAINST EARTH....................................................3 IN. (U.N.O.) B. EXPOSED TO EARTH OR WEATHER...........................................................................2 IN. (U.N.O.) fREINFORCING STEEL 1. DETAILS OF REINFORCEMENT SHALL CONFORM TO WITH CHAPTER 1 OF ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," LATEST APPROVED EDITION, WITH AMENDMENTS AS FOUND IN 2013 C.B.C. CHAPTER 19. REINFORCING STEEL DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE," LATEST EDITION. 2. WELDING OF REINFORCING STEEL, IF PERMITTED BY THE STRUCTURAL ENGINEER, SHALL BE IN ACCORDANCE WITH AWS D1.4, "STRUCTURAL WELDING CODE -REINFORCING STEEL" BY THE AMERICAN WELDING SOCIETY, LATEST EDITION. ALL HOT WORK SHALL BE PERFORMED BY WELDERS QUALIFIED UNDER THE PROCEDURES CONTAINED THEREIN. 3. ALL REINFORCING STEEL SHALL CONFORM TO ,45T1"1 A615, GRADE 60. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM 4185, FLAT SHEETS. 5. BAR SUPPORTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF "BAR SUPPORT SPECIFICATION" BY THE CONCRETE REINFORCING STEEL INSTITUTE (CRSU. 6. ALL REINFORCING STEEL AND OTHER EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION AND INSPECTED PRIOR TO PLACING CONCRETE AND/OR GROUT. � � _�_ 'E" - � I ab (SH-D CITY OF= ENCINITAS ENGINEERING SERVICES DEPARTMENT1 DRAWING No, SHORING PLAN FOR: BEACON BEACH TRIAD PLANNING CASE NO: 15-124 TPM/DR/CDP A.P.N. #256-012-16 SHEET 4A OF 9 2S BAYS 0 8'-0' O-C, = 232'-0" H- 2 'w. �7 "ti— 'Z' Z 77 T, \_7 J, !g iVIII-l-, 1A 3 A14 dV _71� Y_ 7? it 11 7. Ut."I" #2 C-i UT #3 6 -3 74(x` rY A4 0 7 PA 4A1- 3 Ji jr t M ---------- A' w. 1, t UA NOTE. 74 WOOD �AGGI 5r= A INSTALLED PER D a r. jaz5, .......... IDWELLING "INJJ41 w F.F.. 4. =FAC v 01 --------- . .... .. 1�k • w 1. TYIP, . ............. .. ........ 1..4 4, 51 5cj A Ri b 7 - -------------- m_-_ . 7 11 f 1, if-; 7 ...... .. ......... ow , wm, pp S -.1 q 44 . . . .. .... ....... yykc; 20 BAYS W-O" O_C_ = "'-Of' fe NOTE-1 THE GENER L CONTRACTOR IS TO REVIEW A I al SHORING DRAWINGS AND LAY -OUT FOR ANY UTILITY CONFLICTS THAT MAY OCCUR THAT ARE NOT PRESENTLY NOTED ON THE DRAWING5- ALL UTILITIES WITHIN THRj=-F- FEET OF ANY PART OF THE SHORING SYSTEM ARE TO BE REPORTED TO THE GENERAL CONTRACTOR AND DISCUSSE WITH THE SHORING ENGINEER OF RECORD, Ugimsuunw PROFESSIONAL CORPORATION I VILLAGE PARK WAY SUITE 115 ENCINITAS, CALIFORNIA 92024 (760) 479-9838 FAX 1760) 479-9837 �,o REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK C17Y OF ENCINITAS CONTROL POINT JQmoo t7 INOR2C7"EONNCOF" LA T T4EHSE AVE, AS-BUIET AND SOUTH EL PROTAL, PER R. O.S. 18416 ELEV. 60.60 NAVD86 SCALE HORIZONTAL %i VERTICAL NORTH NOTES1, 1, REFER TO GRADING PLAN FOR EXACT WALL FACE L A5 INDICATES SOLDIER 5r=Am MAW, LAYOUT, STATIONS 4 ELEVATIONS- 2- REFER TO SHEET sw-5 FOR WALL SECT1048- 2_ 12-0' INDICATES ELEVATION AMSL 3, REFER TO SWEET SH-1 FOR MATERIAL SPECIFICATIONS 3, TH INDICATES TOP OF WALL (PER CIVIL) AND CONSTRUCTION FRODEDURES 4- BW INDICATES BOTTOM OF WALL (PER CIVIL) 5, FS INDICATES FINISH SURFACE (PER CIVIL) SHORING SOLDIER SEAM SCHEMLE BEAM 5EAM CUT LENGTH EMBED_ LENGTH TOTAL LENGTH MARK SIZE (FT) FT (FT) EIVNETTON (FT Al W1246 41-011 41-0u V-011 Ito W1246 V-211 81-2v 13.0' W12x2(o 41-211 0 -On 101-211 130 W 51-20 I$-0ft 121-211 13-01 141246 1 -no 5'-3, 13,01 W12x2(o ... ... ....... 8_v� m N. IV-01 MAX 01 13— WI2x30 a,-oll MN_'1111 20'-0u MN_ 13-0' a' -a' MAX 20'-&u MAX, WL?x4O V-1" MIN, 227"_MN_ 13ff 81-40 MAX. 22'-4" MAX. WI,2x2(o 11--0" -on MIK 130 V-ou MAX_ *%J,31-08 MAX. W12x2(o I -On 1 - C31-00 N. ne 13-0 K124& $f-g,ll 1 1 v 14'-ron .13-01 W12X50 101-(ou 15,-0n 254" 2' 0" MIN- (o' 0" MIN W12x2(o 1-011 t, 1) T9 21.39 MAX 4 (01-31, MAX, Ito, b(f It-31-tt PLANNING & BUILDING nE'SIGNED BY I ARAWN 'RY B APPROVALS CITY C>F= EENCANITAS ENGINEERING SERVICES DEPARTMENT DRAWING N11. mm I mm I �OFCKPD REWE¢WD BY, PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE;,, APPROVED SHORING PLAN FOR: DATE , 08-01-16 Byl /V� By, 6�4�� L -,ACON BEACH TRIAD 12&99-Q R,C.E, NO.; C-61048 EbuAftb tO- WAA,116 11 - DATE. MICHAEL A, MCN17FF EXP, 12-31-16 DATE1 A-7-414-1.14 DATE: /Zo I PLANNING CASE NO: 15-124 7PM/DR/CDP A.P.N. 11256-012-16 ISHEET 5 OF 8 ...,. .... 29 BAYS 0 $'-0" O.C. = 232'-011 ;,R• Iu. 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L� 1'i Imo„ ..•f .•' R 20 BAYS 9 8'-OU O,C. = I(o0'-0° MCNEF NGINEERING & Q011TSULTING 0 ESSIONAL CORPORATION 199 LACE PARK WAY SUITE 115 NCINITAS, CALIFORNIA 92024 (760) 479-9838 FAX (760) 4.79-9837 REVISION- APPROVED LDATE _L B REVISIONS 1 5/1/17 NOTE: THE GENERAL CONTRACTOR IS TO REVIEW SHORING DRAWINGS AND LAY -OUT FOR ANY UTILITY CONFLICTS THAT MAY OCCUR THAT ARE NOT PRESENTLY NOTED ON THE DRAWINGS. ALL UTILITIES WITHIN THREE FEET OF ANY PART OF THE SHORING SYSTEM ARE TO BE REPORTED TO THE GENERAL CONTRACTOR AND DISCUSSED WITH THE SHORING ENGINEER OF RECORD. s .s STRRUCTPU{RAL , REFERENCES (DATE X NOTE5---, RENCH MARK CITY Of ENCINITAS CONTROL POINT NO.1025 "ENC25" AT TIE INTERSECTION OF LA MESA AVE HORIZONTAL AND SOUTH EL PROTAL. PER R.O.S 18416 VERTICA1y ELEV. 60.60 NAVD$8 PARTIAL 5HORING FLAN NORTH 1, REFER TO GRADING PLAN FOR EXACT WALL FACE LAYOUT, STATIONS 4 ELEVATIONS_ 2. REFER TO SHEET SH-5 FOR WALL SECTIONS. 3, REFER TO SHEET SH-1 FOR MATERIAL SPECIFICATIONS AND CONSTRUCTION PRODEDURES REWEWED BY: DATE: LN® 1, A5 INDICATES SOLDIER BEAM MARK 2, 120 INDICATES ELEVATION AMSL 3, Tw INDICATES TOP OF WALL (PER CIVIL) 4, BN INDICATES BOTTOM OF WALL (PER CIVIL) 5, F6 INDICATES FINISH SURFACE (PER CIVIL) PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE i 08--01-16 BYF R.C.F. NO, : C-61048 CHAEL A, MCNEFF EXP, 12-31-1 Qj DATE, _ 5HORING SOLDIER 5CHEDULE EMBED ELEVATION . r FOXE II �lIIIII y. „ ..., D APPROVALS CA OF EE—NCANITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO, APPROVED SHORING PLAN FOR: BY, Adl&Am BEACON BEACH TRIAD 12899—G DAM PLANNING CASE NO: 15-124 TPM/DRIMP A.P.N. #256-012--'16 SHEET 5AOF 8 ri MCNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 VILLAGE PARK WAY SUITE 115 ENCINITAS, CALIFORNIA 92024 (760) 479-9838 mcneffengineering.com REVISIONS APPROVED DATE & WALL B REVISIONS 5/1/17 A AS -BUILT REVISIONS 8/25/17 IA WALL FACING REVISIONS 11/18/20 INEW SHEET, REPLACES SHT. 5Ai 2c3 5AYS 6 V-0" O.C. 232'-0" 82.1 '//'@F(,' 82.3 TKI1119'ril, 81'4 F2.4 0VAL G 8L 30,",O)FS 7,19 B BW@FS Qows A- E 8- —9) 7 .9, T 0 mi cl 0.9 11,6 Tn T I NOPQ 80 1 fE T Po, Tcl 8 81,2 7 1 73" -F" 7/3"') 7 3 5 Bv4@0 3 ""D 2 IE 779 Ltjr 0— FYN 77MN�� 7T, A J'%. .. ......... V-1 4420 A15 Z xr AIM A28 1( CA14_ _ Q_a_� _�:� All- - _j A2 1-61 -1 /c- ZZ 5 TC 1 3 19 72. i A P'_ 1E 0 13 T 7 '�2 1E .4 H_ H_ 72rI 1 71.9 Y rli�l, Y �2 'J, TYP. E 7,,f T P F ,"Z29 DWELLIN'G' UNIT #2 TYP. 1E 2, 4 R-3 DWELLING UNIT #3 U3 R-3 74�00'= F.F. 74,00'=. F.F. 73.51 PAD 73.5'= PAD 7 T TYP. A, -4) 'qz O P 4 j . ... i "C 7 7.4 to _j. Er F . ...... 1M A2cD m NOTE. THE GENERAL CONTRACTOR 13 TO REVIEW SHORING DRAWINGS AND LAY -OUT FOR ANY UTILITY CONFLICTS THAT MAY OCCUR THAT ARE NOT PRESENTLY NOTED ON THE DRAWINGS. ALL UTILITIES WITHIN THREE FEET OF ANY PART OF THE SHORING SYSTEM ARE TO BE REPORTED TO THE GENERAL CONTRACTOR AND DISCUSSED WITH THE SHORING ENGINEER OF RECORD. REFERENCES -EW-0-6, /UZI (1391t'll."i /b,64 1 iyg� L� -1 Y—A') 4 i Yy �0. J 'Al F• - 70. 07 7", -1 70 u J �17_ @ -,L-Q rr S 'O_ 77 V 7 8Vj@,FC-- AN vl/co) �' u L wz (E) PLANTER 7510-FC-' 7LO P5W@F?7 71-57 TYP. oJ RETAINING HALL (V.I.F.) I \ DATE BENCH MARK CITY OF ENCINITAS CONTROL POINT NO.1025 "ENC25" AT THE INTERSECTION OF LA MESA AVE. AND SOUTH EL PROTAL. PER R.O.S. 18416 ELEV. 60.60 NAVD88 V1, 9-o o ff'_'qm?5"m PARTIAL SHORING FLAN /8"r LI'v A2b NOTE 5 1. REFER TO GRADING PLAN FOR EXACT WALL FACE LAYOUT, STATIONS 4 ELEVATIONS. (:2:jF:r=R :TO SHEETS =SH-5 =4_5H-=&r-0F_ WALL FOR WALL 3. REFER TO SHEET SH-I FOR MATERIAL SPECIFICATIONS AND CONSTRUCTION PRODEDUREB. 4. REMOVE ALL TEMPORARY WOOD) LAGGING PRIOR TO /2" PERMANENT CMU OR CO NCRETE INSTALLING PERMANENT CMU OR CONCRETE FACING. EINST,o SCALE HORIZONTAL VERTICAL lZtr -711*-§l *cr all.121 ��.PLANNING & BUILDING, REWE Y.• li ) NORTH A2a INDICATES SOLDIER BEAM MARK 2. 12.0' INDICATES ELEVATION AMSL 3. Tw INDICATES TOP OF WALL (PER CIVIL) 4. BW INDICATES BOTTOM OF WALL (PER CIVIL) 5. FS INDICATES FINISH SURFACE (PER CIVIL) 6. INDICATES SHOTCRETE ORCONC. C.C.P.�� D _ FACING 5TWN. SOLDIER BEAMS 3 1. INDICATES 6" CMU BLOCK FACING 5THN. 'M r nle OLDIER BEAMS SOLDIER p 1 2 DESIGNED 'BY I DRAWN 'BY CHECKED BY MM I MM I MM APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DATE 1 11-18-20 R,C,E, NO, 1 C-61048 BY; BY1 jesse Owens MICHAEL A. MCNEFF EXPf 12-31-22 DATE1 DATE; 0 IBJ12-U14 W12x26 3--0" 1 (01-011 91-011 10.51 24" W12x26 31-011 41411 1 11401, VARIES 110.0,00.5 24 " SH-2 CITY C)F= ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO, H-2' G N SHORING PLAN FOR: BEACON BEACH TRIAD 12899'-G PLANNING CASE NO: 15-124 TPMIDRICDP A.P.N. #256-012-16 SHEET 5B JOF9 213 SAYS 0 8'-011 O C 232'-0n vy �1" �• 4000 rT- L - q f � ., r , r % ,, ...__.T ' ..a..i •",t ' � t. ..�, S r ... .• .J �-`t✓r. � � � 'T , , F 5 1 ... .. - .. ......: ... -._ ., -. .._... ....,, :..._. :. .,... .,. ,. .. .. .. y .y ,fit. {�� :.•�'_... ... y -N 'T if • i S•, .. '� � -,._ '„�. .._�-._">_._._^...._. _..___�_._.....�-.__..__. ...._.-. ,. •a.....J-.^ :vs... .,-. __...�_�_.-_. 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THE GENERAL CONTRACTOR is To REVIEW SHORING DRAKINGS AND LAY -OUT FOR ANY UTILITY CONFLICTS THAT MAY OCCUR THAT ARE NOT PRESENTLY NOTED ON THE DRAWINGS_ ALL UTILITIES WITHIN THREE FEET OF PART OF THE SHORING SYSTEM ARE TO REPORTED TO.THE GENERAL CONTRACT Np DISCUSSED WITH THE SNORING ENGIN OF RECORD, MCJIEFF ENGINEERING NSULTINC A PROFESSIONAL CORPORATION z VILLAGE PARK WAY SUITE 115 * M.An *_ ENCINITAS, CALIFORNIA 92024 (760) 479-9838 FAX 1760) 479-9837 REVISIONS APPROVED DATE REFERENCES DATE I BENCH MARK CITY OF ENCINITAS- CONTROL POINT NO.1025 "ENC25" AT THE WmRsEcnoN OF LA MESA AVE, AND SOUTH EL PROTAL. PER R.O.S. 18416 ELEV, 60.60 NAY088 SCALE HORIZONTAL _--. VERTICAL PARTIAL 5HORING FLAN NOTES' LEGEND 1_ REFER TO GRADING PLAN FOR EXACT WALL FACE I. A5 INDICATES SOLDIER 5EAM MARK LAYOUT, STATIONS 4 ELEVATIONS- 2- REFER TO SHEET SH-5 FOR WALL SECTIONS_ 2, 12-0' INDICATES ELEVATION AMSL 3, REFER TO SHEET SH-1 FOR MATERIAL SPECIFICATIONS 3_ TW INDICATES TOP OF WALL (PER CIVIL) AND CONSTRUCTION PRODEDURES 4_ 5W INDICATES 50TTOM OF WALL (PER CIVIL) 5, FS INDICATES FINISH SURFACE (PER CIVIL) AA lu1L-t fuc 71bvt PLANNING &BUILDING APPROVALS REVIE Y. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED • DATE 1 08-01-16 �® BY, BY. C�Ot R,C.EI NO, , C-61048 EDWARb tO. rl D T MICHAEL AI MCNEFF EXPR 12-31-16 DATE, 12J141 b DATE, 12- 23 4 SHORING SOLDIER 5EAM SCHEDULE 5EAM SEAM CUT LENGTH EM5ED. LENGTH TOTAL LENGTH EM5ED ELEVATION MARK SIZE ( FT) ( FT ( FT (FT) Al W12x26 4'-00 41-01E 81-041 4246 3'-2n 51-011 8'-2" 13ff A3 W1246 41-211 6'-On 101-211 13,01 A4 W 51-211 11-011 121-2f1 13,01 A5 W12x26 6'-3n St-0n 15'-30 3.01 - A16 W12x26 81 0 M N. 11'-0n i9'-v MAX. 130 W12x30 8'-0n M -0n 20'-0n MIN, 13.01 V-8' MAX_ 20'-8" MAX,. - 8 W12x40 81-11, MIN. 22F_ l" MIN -13,01 8 -4 MAX_ 22 4 MAX. - W12x26 1}-0n11 MIN- 111-0° 8�-0 E M N_ 8 -0 MAX. I9 -0 MAX. 141246 11-0i1 131-00 Y"i++• J 141246 5}`•6n .J+—SUi1 141-611 W12x50 101-6" 15'-0" 251_6° .01 51� " 521 W1246 2i1 0" MN- 6i-�11 Y% 6'1-0 M N, 1 ylw- 2 -3 MAX. 0-3MAX_ SH-3 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO, SHORING PLAN FOR: BEACON BEACH TRIAD 128W-Q PLANNING CASE NO. 15-124 TPMIDR/CDP A.P.N. #256-012-16 SHEET 6 OF 8 ■ a MCN ENGINEERING NSIILTING 29 Al' � 5 a 6-0EE O.G. - 232`-f�� Gd s ... ✓ _ r ' __,y,. 4.<.,i,..•-�.y1.. ,f x< ! �t3.1' . r>_f. 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'"''•t ^ 1t r- 3a..4�. w _i i, I S• w 3 _...:-r.,,.�,...:.t.............a.:_._...,_sy......... \:d....•...... ............w,....,, ..,...... .+:....,.....,f.'........,y.,w,..,.._,.._...M.,,-.,r.L.,a...r ..,. .. - ... � - 33 ...( b •. , m •z x o ♦ '•p it � � � � �, r t'• • y, .w F r r y l' t' t ri rV % T r3 " t r� - t i ,......... AV fr ir_2 t}I, r.fia�f:t' t ' xt, _ 131401E ( t s NOTE,- THE GENERAL CONTRACTOR IS TO REVIEW SHORING DRAWINGS AND LAY -OUT FOR ANY UTILITY CONFLICTS THAT MAY OCCUR THAT ARE NOT PRESENTLY NOTED ON THE DRAWINGS. ALL UTILITIES WITHIN THREE FEET OF . FART OF THE SHORING SYSTEM ARE TO, REPORTED TO THE GENERAL CONTRACT DISCUSSED WITH THE SHORING ENGINgI OF RECORD, CTE5: LEC31 1, REFER. TO GRADING PLAN FOR EXACT WALL FACE 1, A5 LAYOUT, STATIONS $ ELEVATIONS. 2. REFER TO SHEET SW-5 FOR WALL SECTIONS. 2. 12ff 3. REFER TO SHEET SH-1 FOR MATERIAL SPECIFICATIONS 3, Tw AND CONSTRUCTION PRODEDURES 4, sw 5. FS 1991 MLLAGE PARK WAY SUITE 115 ENCINITAS, CALIFORNIA 9202$ (760) 479-9838 FAX (760) 479-9837 Apq S H-3 �y>3,•�® REVISIONS WALL B REVISIONS APPROVED DATE 5/1/17 REFERENCES DATE BENCH MARK CITY OF ENCINITAS CONTROL POINT NoERSE 77ON O" AT THE 1NTERSEC770N OF LA MESA AVE: AND SOUTH EL PROTAL. PER R.O.S 18416 ELEV. &0,60 NAVD88 SCALE HORIZONTAL VERTICAL PLANNING & BUILDfN REVIE►N y>. APPROVALS RECOMMENDED APPROVED BY: BY, �%�4 DATE, DATE: CITY C)F EENCtNMAS ENGINEERING SERVICES DEPARTMENT SHORING PLAN FOR: BEACON BEACH TRIAD PLANNING CASE NO: 15-124 TPM/DRICDP A.P.N. 2556-012--16 # DRAWING NO, 12899--G PLANS PREPARED UNDER SUPERVISION OF DATE 1 08-01-16 R,C:E< NO, C-61048 MICHAEL A, MCNEFF 12--31-119 EXP, DATE: SHEET 6A° CIF 8 NSW SHED-� NOTE: THE GENERAL CONTRACTOR IS TO REVIEW SHORING DRAWINGS AND LAY -OUT FOR ANY UTILITY CONFLICTS THAT MAY OCCUR THAT ARE NOT PRESENTLY NOTED ON THE DRAWINGS, ALL UTILITIES WITHIN THREE FEET OF ANY PART OF THE SHORING SYSTEM ARE TO BE REPORTED TO THE GENERAL CONTRACTOR AND DISCUSSED W1TH THE SNORING ENGINEER OF RECORD. NOT5._.'. I. REFER TO GRADING PLAN FOR EXACT WALL FACE LAYOUT, STATIONS 4 ELEVATIONS. 2b 3. REFER TO SHEET SH-1 FOR MATERIAL SPECIFICATIONS AND CONSTRUCTION PRODEDURES. mil. %• " �% £n„ `" \ yl�Yy L vA �..r... _.. 711 I �/_v�k Ir_� U INDICATES SOLDIER BEAM MARK 2. 12.0' INDICATES ELEVATION AMSL 3. TW INDICATES TOP OF WALL (PER CIVIL) 4. BW INDICATES BOTTOM OF WALL (PER CIVIL) 5. FS INDICATES FINISH SURFACE (PER CIVIL) v SNORING SOLDIER SEAM SCHEDULE BEAM MARK BEAM SIZE CUT LENGTH ( FT) EMBED. LENGTH ( FT) TOTAL LENGTH ( FT) EMBED ELEVATION (FT) CAISSON DIAMETER (IN) Al W12x26 4'-0" 41 -0" 8'-0" 11.0' 24" CA2 W12x2(o 3'-2" 5'-0" 8'-2" 13.0' 24" A3 W12x26 4'-3" 6'-0" 10'-3" 13.0' 24" A4 W12x26 5'-3" 1'-0" 12'-3" 13.0' 24" A5 424(o 6'-4" 9'-0" 15'-4" 13.0' 24" A6 - A16 W12x26 8'-1" MAX. 11'-5" MIN. 201-0" 13.0' 30" A11 - 25 424(o 9'-4" MAX. 12'-8" MIN. 221-0" 13.0' 30" 26 - 28 W12x26 9'-5" MAX. IY-7 MIN. 23'-0" 13.0' 30" 29 -� W124(o V-0" MAX. 11'-0" MIN. 20'-0" 13.0' . 30" 35 - 36 W12x26 1'-8" MAX. 10'-4" MIN, 18'-®" 13.0' 30" W12x2(o 4'-6" 10'-0 15'-0" 13.0' 24" Bl - 82 W124(o 4'-5" �0'-0" 10'-5" 69.5' 24" B1 - B11 W124(o 4'-5" I0 -0" 20'-5" P09.5' 24" B12 - B14 W124(o 3'-0" (-0" 9'-0" 10.5' 24" B15 - B21 W124(o 3'-0" 4'-S11 i -6. VARIES (10.0'=10.5') 24" MCNEFF ENGINEERING ."� QROFessioy9--,,,, + , LINDICATE5 CONSULTING ��`an F° _ -q 8" CMU BLOCK FACING BTWN. A PROFESSIONAL CORPORATION E = DIER BEAMS 0. _•ZZ•Z1 1991 VILLAGE PARK WAY SUITE 115 _k REN.12-31- ,�•L', � 2b ENCINITAS CALIFORNIA 92024 �: sf STRUCTURAL � 6 � � _� (760) 479-9838 mcneffengineering.com `qlF �F CAI��m? 6'� 1 Q�P t2•'Sr�Z� DESIGN DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK LE PLANNING & BIJILDI MM MM MM APPROVALS CA ®F �N�INITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO, WALL B REVISIONS 5/1/17 CITY OF ENCINITAS CONTROL POINT REVIEWED 8 - PLANS PREPARED UNDER SUPERVISI❑N OF RECOMMENDED APPROVED SHORING PLAN FOR: ® AS —BUILT REVISIONS 8/25/17 NO.1025 "ENC25" AT THE 7 (� �} ® WALL FACING REVISIONS 11/18/2o INTERSECTION OF LA MESA AVE. HORIZONTAL DATE 11-18-20 BY. BY. BEACON BEACH TRIAD I A D 12899—G AND SOUTH EL PROTAL. PERjesse Owens NEW SHEET, REPLACES SPIT. 6A R.O.S. 18416 G R.C,E, N0, C-61048 VERTI DATE. 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IS'-0" MAX. 35 - 36 W12 1'-0" 9`-0" 16'-0" 13-0' W12x26 5'-6" 31-0" 1414i1 13-01 1=31 - BI6 W12x50 10'- 15'-0" 25'-0 (03.01 Girt - B21 W12x50 3'-011 MIN, 3 -311 MAX_ 6'_0i1 9 -!d" M V-311 MAX - , NOTES: NOTES: i_ REFER TO GRADING PLAN FOR EXACT WALL FACE LAYOUT, STATIONS 4 ELEVATIONS_ TO SHEET SN-4 P 2, REFER NEE OR WALL SECTIONS_ 3, REFER TO SI-IFFY 5N-5 POR M4TERiAL SPECi�ICATI4N5 AND CONSTRUCTION PRODEDURES LEGEND: I- R INDICATES SOLDIER BEAM MARK 2_ 12.0' INDICATES ELEVATION AMSL 3_ TW INDICATES TOP OF WALL t PER CIVIL) 4_ BW INDICATES BOTTOM OF WALL (PER CIVIL) 5_ FS INDICATES FINISH SURFACE (PER CIVIL) b. EG INDICATES EXISTING GRADE (PER CIVIL) .. T -T-. naav__. ♦ .. .. a , _ ._/ .R .,. «. w.,., .... .,..1 S`"...,<( :. .. _ ... ✓ -: .,.iv, ,E .. Y, in x<�V , .�' .,- ..< ... fa✓.. sw"k:. .. ,v: ... .. �... ._s. J . `a. !. .1��. i?. 23, <S'.n?-.r. iG.,4rv,. x.:: _.. ... .... _.. , ,.. nat.. ., f�r , .. r / n- . S L" 2 (, - .__ ... < ... 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I III 1 I I_ _.. r III 1 � I III III III III III III III III III 1 III III 1 III III I III III I IIi III f III III I III III I III III 1 I`I III I III III 1 a"„fu,Uti11t11i1trtryn,Hi„ ,M ON SWING ; a PROFESSIONAL CORPORATION I ILLAGE PARK WAY SUITE 116 � ENCINITAS, CALIFORNIA 92024 (760) 479-9838 FAX 1760) 479-9857 REVISIONS APPROVED I DATE REFERENCES DATE FUTURE GRADE = 63.0' J (APPROX_ PAD ELEv_) 51� I A-$ qUI LI OR INL YV I- 1_ � Y A A I K®I N D 4•Z'7•Z� < 11404 tlCLibQrl o *WT fmisf- •Zilo'r7t a; �c Iz•3�� 2t S -4 BENCH MARK SCALE PLANNING & BUILDING APPROVALS CITY OF= ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NEI, CITY OF ENCINITAS CONTROL POINT NO1025 "ENC25" AT THE REW1 Y. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED SHORING PLAN FOR: INTERSECTION OF LA MESA AVE, PROTAL. PER HORIZONTAL DATE , 08-01 16 BY; �- p j� �'} /� �( �}'p /� BEACON CV N BEACH I A D TRIAD i'L� ""Q . ©�1&EL Y I -' BY{ 1 \ R.O.S. VERTICAL i� 1► "t-, C-61048 RrC:Er Na. MI MCNEFF Ebt4Y* W. 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I _ _ ... � .� -- .---__-.� f � _-- .-- _ I _._ ._. (00' _ ___._..GOING PLAN __.. _,- .-_ _ ' ' i i i PARTIAL. SHORING NAL~Ls ELEVATION A (EXPLODED) SHORING WALL CORNER I' qw 12' CMU SITE WALL PER GRAVING PLAN PARTIAL. 5HORING WALL. ELEVATION A (EXPLODED) 1/50 - 1'-0° M CN E_FS0tNGINEERING &,,PeNSULTING ROFESSIONAL CORPORATION 1 LLAGE PARK WAY SUITE 115 ENCINITAS, CALIFORNIA 92024 (760) 479-9838 FAX (760) 479-9837 REVISIONS APPROVED I DATE s WALL B REVISIONS 1 5/1/17 d V 61r) �AtX'T - - TAPERED BOARD C 4N. PER / i�1 CMU SiTE WALL PER iE a S1 B2 L = EG iIDID' AM 1!2 5HO IW-z SOLDIER BEAM 5O ULE SEAM SEAM CUT LENCaTH EMSE TH TOTAL LENCaTH EMBED ELEVATION MARK SIZE (F}-) ) (FT) Al Wi2x26 '-ID° 8'-0° 11.ID' A2 W12x26 -2° 5'-011 6'-2" 13,0' A3 W12x26 4'-2° (0'-0° 10'-2° 13,0' A4 (0 5'-211 i'-011 12'-2° 13.0' A5 W12x26 0 -3" 94-0" W-3° 13.0' - A16 W1246 1 F-00 MIN, 6 -ID MAX. 11'-on s1_00 MIN, 19 ID MAX. i3.0' Ali - 5 W12x30 8' S° MAX. !2'-0° �''_6" MAX. -On MIK 13-0' - 6 W12x40 6'-4° MAX. 14 -0 22'-4° MAX. 13.0 �- W12x2(O 11-0fl M N. Ill -oil 6f-0° M N. -13 0' 6 -0 MAXF X/ 19 -0 MAX. 1'-011 9'-0° 16'-09 13.0' 3 W12x2 5140° 9'-011 14'-60 13.0' Sl - S2 141246 4'-0° b'-011 10'-09 (09.5' Sl - Bil W12x2(0 41- 16'-0° 20'-0" (09.5' S12 - S14 W12x26 3'-0" '-IDS 31-00 05 115 - S21 W12x2(0 3'-0" 4'- I -6„ VARIES NOTES: 1, REFER TO GRADING PLAN FOR EXACT WALL FACE LAYOUT, STATIONS 4 ELEVATIONS. 2_ REFER TO SWEET 5W-4 FOR WALL SECTIONS. 3. REFER TO SWEET SH-5 FOR MATERIAL SPECIFICATIONS AND CONSTRUCTION PRODEDURES LEGEND: 1, INDICATES SOLDIER BEAM MARK 2. 'I2o INDICATES ELEVATION AMSL 3_ TW INDICATES TOP OF WALL (PER CIVIL) 4, SW INDICATES BOTTOM OF WALL (PER CIVIL) 5: FS INDICATES FINISH SURFACE (PER CIVIL) 6, EG INDICATES EXISTING GRADE (PER CIVIL) B� � k39 B1 S11 S12 S13 S14 F315 B16 811 B18 B � S2 ,.3T-� -«r, . _ex' ti. v. ..5'-"'MH% tY <•. ., a .a s«%, .... .. S..[.a �3� .. .•.+ ,. •4�$>+ h '.y'Yr>x o ,.�Q✓/._.n... a r .' :. ,. ui_ h t,<_ '� >�' `�YkY3"yr",Yia• a .. Jt -..x> ; ,a , -, --.` 4 ->uc%°...� .,�p:<- w �.... .... , _ , .o \ ... :. "- _ ..... ... A.Y,9iA Sn :. rrC- >,\ Sr)Jw ,rb: >c .... ¢@ y. Sv fT"rFi- J.4 �<U.. >. .. `K`v' Aa ., : a _� � ,.�w�/ rw._ Y: w ._ t,c ,.<>r'N. < �) k, .c- /A. ..b ^.>\ .,.1 \n<,. :�G h. lir 7 ti�••• 2' wrc...`r.,\ .J.,.r-»:c :. ,x{ n n aa. f J. a>a:.a,`.:W.. r[;['ysi,�F >,xr .es Y xr _ _ S '.Y . . •<x�; - xa ' , x', .0 ..caw-� m,,... r •t :'=Y'F <� ' £ � 9� ' ......, - ..t. .. .., "\..\.,w, ,. h .Sac: BYY,.r^^, _F , «,..,�'�Z"aH >r ♦ S,>. :.. y r' Y.: S _r'h>X.a.Y^. �. .<,>,. . _ ' '.,.g.r -._ . ..._...<:.. r .. . _'�>�.. .. [:' ..-i__ _-b>rJ..:..4. �...'Y ,»... _...tii r Qyr 'n - I ._... IL _ �_III tI� _.._ LI.I,I r IT __------ APPROXIMATE EXTENT OF SOIL 4R BELOW LINtIT 1 PAt7_.__ _..._._...__- _ .. _:____._._ . III __. _ ., ,. III I^..____ .__ ._ I I ____.___ _-- , I III _._.__.... -- III I` ._._. _...._ _ 1,I 1-1- _ _..._. _ i 1 III I. __._ III Phi? I-- ILS REPORT 11A Al - A' n==I= + � (E) GRAPE AT AWACENT PROPERTY = 63.5' (APPROX. ELEV.) REFERENCES DATE BENCH MARK CITY OF ENCINITAS CONTROL POINT INTERS G77ON of LA THE AVE. AND SOUTH EL PROTAL PER R.0 S. 18416 ELEV. 60.60 NAVD88 �S tL-I 5HORING NAL.L. ELEVATION 5 417.2, Q�t haWLi�7 17*el SCALE PLANNING & BI REWEWED BY - HORIZONTAL VERTICAL -''�� ` GATE: 1/60 = P-0° A �i�a�i.��tct�i��cs�i>i>~iw.{:aRiet��iw■ti��eaaee:�a�>,a� APPROVALS PLANS • • i•;��ulit PREPARED UNDER OF ! i ii APPROVED IOVA R,C,E, NO, • + - i+ i• CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NOT SHORING PLAN FOR: BEACON BEACH TRIAD 12&%-G PLANNING CASE NO: 15-124 TPI IDRIMP A.P.N. #256-012-16 SHEET A OF 8 F�W SNP SHORING HALL CORNER Al A2 A3 A4 A5 O � Ai AS A9 A10 All AI2 A13 A14 A15 A16 A11 AIS A19 2�� A21 A22 A23 24 ��5 ��6 A2 28 29 &4' call TH 81.6' TW=82Y TW 823' TW 82.4' TW 82.4' TW--82.0' r TW 04' 7 - - - - - - - TW 80. If TW 80. If TW-W.3' TH=15.0' TVg", 0 -ni, 13.0, 1 4, . . . . . . . . . . 2 N v m 13.0, III IIl III . . . . . . . . . . .......... ....... i. . . .Cdu . . . . . . .... L I I---- CMU SITE WALL PEP, f -- -- 1 ------ --- --- - --- --- Jr- j TI t r -- 11 1 1-. -- - -.-- 1. 1" III j 1 -.1j.1111- - - I IIC� ICiI - - -11. - -r- - - III I____ -- --- . i 1 -4- I I .--- 4 GRAD ING PLAN Lm Lm LL L J L j LIJ I I' j L 1 J - -- 1 1-1.11111 1-11 a LA J L34' TW=82.0' aglow 9, 2Mmmlu Siam= M 12' 5N 13.0 j (o 4' INI CI_I_.-,___--I�I ��I I,I 11 J L J Ll III (0L 0, /2b\/2a\ o L11 - lu p1v-r1z= I M I IVIA WALL IN FOREGROUND CMU SITE WALL PER GRADING PLAN SHORING HALL COWER 0, 0 12' (00, PARTIAL 5HORING NALL ELEVATION A (EXPLODED) A2b A 541 TW W.0' TW 18.5' 00, i. 1(01 'T 12' III III I I,E.I (0a. E: 64, L i LiFlu 011 r- ^/A" r-r_m GRADING PLAN A � �12 -(B1)41 N1246 3'-0" 1 6'-0" 431-011 1 10,51 1 2411 1 �B15 - KB21l N1246 V-0` 1 4--6" If -(Oil VARIES 24" 1 NOTES: 1, REFER TO GRADING PLAN FOR EXACT WALL FACE LAYOUT, STATIONS 4 ELEVATIONS. (:2R:EFER TO SHEETS, SH-E) 4 5H-6 FOR WALL SECTIONS. A26� 3. REFER TO SHEET SH-I FOR MATERIAL SPECIFICATIONS AND CONSTRUCTION PRODEDURES LEGEND:r 1, A5 INDICATES SOLDIER BEAM MAI;;K 2. 12.0' INDICATES ELEVATION AM8L 3. TW INDICATES TOP OF WALL (PER CIVIL) 4. 5W INDICATES BOTTOM OF WALL (PER CIVIL) E7. FS INDICATES FINISH SURFACE (PER CIVIL) (o. EG INDICATES EXISTING GRADE (PER CIVIL) 19 A2a TW 13.9l TW 13.5' TW-13 51 r- TW 13 0 6 EG 16.6, EG 11 .0' EG EG 1 V. 12'• zzF z: 3 1 71'-�7711 tt r "i PAVING CURB - --- - -------- I- I J 5Y- OTHERS -1 j I L J L J L J L J L I J L J L J (o 4' (o 4' F -I --1 11 TI T -I'll 71-F I IT (00, (00, APPROXIMATE EXTENT OF SOIL_ R4R 5ELON UNIT I PAD 5 (0 1 J. I- J I "I I J I jr I PER 'SOILS Oe6 I I I I I I I ORT 52'. L L i L & i L I i L I i L -L i L.Li Lij Lij (35 - 4' DEEP 2' (E) GRADE AT ADJACENT PROPERTY = 63.5' (APPROX. ELEV.) MCNEFF ENGINEERING 110 N)HL-)M1NL:; tLtY/4 I IUN t:� su I L: Ar CONSULTING A I. A PROFESSIONAL CORPORATION A2b 1/8 = 1 _0 1991 VILLAGE PARK WAY SUITE 115 REN. 0. 12-31-2 ENCINITAS, CALIFORNIA 92024 STRUCTURAL f 's JEW, Aemv%o kit it 31.2t -4 (760) 479-9838 mcneffengineering.com SH nFSIFjNEn 'BY nRAWN BY CHECKED BY REVISIONS. APPROVED DATE REFERENCES DATE BENCH MARK �:�ALIZ PLANNING BUILD!b0--� mm I mm I mm APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO, WALL B REVISIONS 5/1/17 CITY OF ENCINITAS CONTROL POINT REVIEWED BY-------- PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED SHORING PLAN FOR: A AS -BUILT REVISIONS 8/25/17 NO.1025 "ENC25" AT THE A WALL FACING REVISIONS 11/18/20 INTERSECTION OF LA MESA AVE. HORIZONTAL DATE: 11-18-20 12899-G I Ahlr", SOUTH EL PROTAL. PER C-61048 BY. BY. BEACON BEACH TRIAD NEW SHE - ET, REPLACES SHT, 7A Wo'. 18416 VERTICA HAEL k MCNEFF R.C,E, NO, DATE: DATE: jesse Owens U11:9F im/ T DATE mic 12-31-22 A.P.N. #256-012-16 SYN 15/6/20211 ELEV. 60.60 NAVD88 T;. EXPI PLANNING CASE NO: 15-124 TPM1DR/CDP SHEET 7B OF 9 4x LAGGING TYP. 1/2 "�O x GALV. LAG SCREW, LEAN CONC_ UPPER SOLDIER BEAM 6 36" O_C_ MAX_ SPACIDNG HOLE BACKFILL PER PLAN (2 PER BOARD MIN., CTSIC) TAPERED TOP BOARD 1-644 OR 114" BENT P_ , WHERE OCCURS PER ELEVATION w/ 2-rl/a"� x 21i2" LAGS AT EA. LAGGING BOARD GULL SHORING HT_) # - ALTERNATE LAPS -- — — — — 1E w =" FILL GAPS , i - ., • .. : ; , BEHIND LAG G FENCING 4 DRAINAGE CHANNEL PER DET. s S (E) STRUCTURES WHERE OCCUR R R PER PLAN 1 R - 84' (E) GRADE PER PLAN L SKEWED ANGLE '�- .___4x 4x P 7_ WOOD LAGGING \—CHIP LAGGING WHERE OCCURS AWAY TYP. UN-0- PER PLANLEAN PER PLAN CONC. FINISH GRADE INSIDE CowER - No 5EAM - . l(o' �- PER CIVIL _ _.. LEAN CONC. UPPER C17 TAPERED SOARD CONNECTION 13 #=oR INFO >voT NOTED, SEE 5 6 TYPICAL LAGGING AT WEST WALL 5 HOLE BACKFILL - SOLDIER 5M2`. I ► r PER PLAN w TOP OF EMBEDMENT — a a ELi V_ PER SCHED_ LEAN CONC_ UPPER SOLDIER BEAM m HOLE BACKFIL PER PLAN 6g' , tp m 4x LAGGING FILL GAP :` ,, `• . Z V < a. SOLDIER BEAM TYP_ "" BEHIND L � l, 64` u � � Q �� PER SCHEDULE (EPDXY -COAT) .. ' WOOD WEDGE a • AS REQ D f , CHIP AWAY Z4" CAISSON 4x P.T. MOOD LAGGING LEAN GONG_ �'�=4,SID0 PSI INSIDE C© w/ DEAM TYP_ U_N_O_ PER PLAN AS REQ'D C18)14 TY L LAC7GINC C , Ia D TAILS T1'PIGAL � iNC AT EiAST WALL � T1`�'ICAL I�l�sT MALL 5I-IOiZ1NC� BEAM SECTION FOR IWO NOT NOTED, SEE FUTURE RESIDENCE w/ DEEPENED FOOTING S n n WHERE OCC_ PER PLAN ` # I Ix I i ;1 I # I ix I FENCING PER DET. rb# I I I (E) GRADE 4x LAGGING , (N) PAD (RJR PERSOILS WOOD FENCE # # # # WOOD FENCE I I PER PLAN REP,) GRADE LL — — PER ARCH # I # # # PER ARCH. (# `I2 — — — # I I # # ! # # I I (E) GRADE PER PLAN -� I I I I # I I ( 11/4"0 GALV_ FENCE 11/4"d� GALY_ FENCE z # I I i POST 9 EA. BEAM # I POST f EA. BEAM W_ FUTURE LAGGING AS REQ'D } EXTENT OF PAD 15 I # # # FUTURE PAD : •: OVEREXCAVATION ::: 4 RECOMPACT # # I 1, ` > 200 XS STEEL PIPE SLEEVE (o4' GRADE orfSITE ::' # , I # = FOR FENCE POST INSERT - 115T--OTHERS) . . LEAN CONC, UPPER PIPE SLEEVE FOR i # GROUT IN PLACE HOLE BAGKFILL # # # I FENCE POST INSERT i i 6ID' ` TOP OF EMBEDMENT PAYING OR F.G. . LY METAL GUTTER . . __ ..__ ._. -- -- ELEV. PER SCHED. '. 112 ,iE TO MATCH I ! X FLANGE WIDTH X I i PER ARCH_ # # Ii ° E To MATCH FLANGE L PER ARCH. ^' ... ,a •y a WIDTH L1lu Lu 1 i 1 —: z APER SOLDIER SEAM i f I _"L I i IL,� WEB 4 W SCHEDULE R 1 x FLANGE 1/4 I ` 4x LAGGING BOARD (EPDXY -GOAT) # I I = 1 1 BACKING FOR GUTTER ai ` LAGGING BEYOND I # I I CUT OUT WEB To PROVIDE GUTTER I , ±. LEAVE BACK FLANGE f IN PLACE • Aa MC2N ENGINEERING ;,,,��.�F ��.,,,,,, # CUT OUT BACK FLANGE WEB PER ARCH_ 4 CIVIL , �, � WILTING � � � / �. SOLDIER BEAM 48 PROFESSIONAL CORPORATION 1}•Q7•Zc I 11 SOLDIER BEAM LAGGING BEYOND # PER PLAN / I 1 i 24" CAISSON ILLAGE PARK WAY SUITE 116 * BBN i16 -,y?�d�887�U �F+ �'"^� - �L PER PLAN (,� ' V H 5 f=4,Pr?% PSI ENCINITAS, CALIFORNIA 92024 (760) 479-9838 FAX 1760) 479-9837 OF CALi .' co C.t' 'j tbS P.KP 1Z� i1: Zl 1� (121 TYPICALT NALL 514. BEAM SECTION .EAST REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING & BUILDING APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEP YMENT DRAWING NO, K>r� c i7 CITY OF ENCINITAS CONTROL POINT NO,1025 "ENC25" AT THE INTERSEC77ON OF LA A4ESA AVE, AND SOUTH EL PROTAL, PER HORIZONTAL RETIE Y• PLANS PREPARED • UNDER SUPERVISION OF DATE , 08-01-16 — RECOMMENDED APPROVED BY. �� `'ZG IiABYE SHORING PLAN FOR: c n /'+ �( /� (� / / BEACH BEACON 1� �rt t✓ l i t V L) L f 1 l t t TR1 A D votD SAGer R 18416 _ — _ R.C,E. 'NO: ; C-61048 EDt^1RD W. t%IEAME t 1 AS-BUILTR.O,S ELEV. 60.60 NAVD88 VERTICAL DD TE. MICHAEL A, MCNEFF EXP. :, 12-31-16 DATE, 1Z/ t 4II L DATE1 it- 23.15� PLANNING CASE NO: 15-124 TPkIDR/CDP A.P.N. #256-012-16 SHEET 8 OF 8. 1i24 x GALV. LAG SCREW. le 36" O_C, MAX. SPACIO (2 PER BOARD MIN., CT5 HSS6x6x3>s GATE POST SITE PLAN j� 51DE VIEW i TAPERED TOP 50AW WHERE OCCURS PER ELEVATION 4x LAGGING TYP. L6x6xl4 OR 1%u BENT R w/ 2-rli8"O x 2112" LAGS ATE EA. LAGGING BOARD (FULL SHORING HT.) SKEWED ANGLE WHERE OCCURS INSIDE CORNER - NO BEAM ®� t FOR INFO NOT NOTED SEE 5 6 a—• LEAN CONC. UPPER HOLE BACKFILL fe— — FILL GAPS BEHIND LAG'G 7 to -•-- . SOLDIER BEAM PER PLAN /4x P.T. WOOD LAGGING \—CHIP AWAY TYP. U.N.O. PER PLANLEAN CONC. 7 0 FENCING 4 DRAINAGE CHANNEL PER DET. rah 84' PVC DRAIN PIPE CIVIL (ELEV. ES)� 00, z fi w FINISH GRADE PER CIVIL v � 1 (E) STRUCTURES WHERE OCCUR PER PLAN 11 1 ! (E) GRADE !1 PER PLAN 1! — L_j 4x LAGGING PER PLAN LEAN CONC. UPPER HOLE BACKFILL 12' � a• • . FOR INFO NOT SOLDIER BM NOTED, SEE 12 i PER PLAN ' TOP OF EMBEDMENT } ELEV_ PER SCHED. LEAN CONC. UPPER SOLDIER BEAM e' HOLE BACKFIL PER PLANLU a. f - Z U SOLDIER BEAM 1'; 4x IN FILL GA PER SCHEDULE LAGGING CAISSON BELOW SOLDIER BEAM A PER PLAN Ago- r C� Ir � � r 5/16 HSS6xfox%s GATE 5/16 POST SITE PLAN /� /a\ TOP VIEW •I. k,L,jw_,uz4 et LAGG G P .• .. a � ° TYP. BEHIND L (o4' a ;„ (EPDXY -COAT) fee -fe CHIP AWAY 24" CAISSON 4x P.T. WOOD LAGGING LEAN CONC. f°�=4,5mm PSI 51 CO a/ AM TYP. U.N.O_ PER PLAN AS REQ'D A� UET,41Ls O T,-��o��I� ,�T ,�sT I�,�� -r�rIcAL �IsT �I�,LL sRI�1r so-rIor 2 FOR INFO NOT j j NOTE: Q4,40TED, SEE S I TOUCH UP ALL FIELD sommI CUTS WITH PROTECTIVE # EPDXY COATING FUTURE RESIDENCE w/ 4,n, I I DEEPENED FOOTING ° I I I WHERE OCC. PER PLAN x ## # WOOD FENCE I I # 1 # (BY OTHERS) i I FENCING PER (N) GRADE # # I# PER CIVIL # # �6' I i (E) GRADE WOOD FENCE j # # # _... _ __ .._ _... m ._ , _ _ _�__�. I I (R4R PER (BY OTHERS} # # # I 4x LAGGING # # # # # # Ilk$" O.D, GALV. FENCE N — — SOILS REP_} # # PER PLAN — _ — I # POST o EA. BEAM # # # # (DE51GN BY OTHER5) l2'V (Nt GRADE ` # Ilks" OD, GALV. FENCE - PER CIVIL �" # # POST o EA. BEAM # I u TOP OF EMBEDMENT # # (DESIGN BY OTHERS) # I �` ELEV. PER SCHED. II ## , ° r i # LEAVE BACK FLANGE # # IN PLACE (FIELD CUT) j j 2"� S 1EEL PIPE (E) GRADE # # PIPE SLEEVE FLUSH [ SLEEVE x. ,, . Cx. FOR PER ELEV. EXTENT OF PAD # # GALV. METAL GUTTER # FENCE POST # # w/ T.O. SOLDIER BM_ IX 64' � - OVEREXCAVATION _-_, _._ _.. • _.,......._ ..,._ _ .- __,_ m.._.•..____ 4 d RECOMPACT I I LINING PER ARCH. (EPDXY COATI � � - 2" 0 STD_ STEEL PIPE I X PAYING OR F.G. F .� ` a SLEEVE x 5" LG, FOR PER ARCH. ! # Q :' SOLDIER BEAM FENCE POST INS> RT — — f I # i i� �0' PER SCHEDULE ! # ! I� _._._.....__. (EPDXY (EPDXY GOAT) -GOAT) ! # [a (N) RETAINING !! # I �► I i i 1 r—fi _ BAR STOP u ,I. L 4 FTG. f ... aQ CUT OUT WEB TO ! I (TACK WELD) JACENT ! # II —` PROVIDE GUTTER PER ARCH. � CIVIL 4x LAGGING BOARD __.._._.......__ - .: - • BAR STOP ! , (FIELD CUT) ! I BACKING FOR GUTTER = (TACK WELD} ! I SOLDIER BEAM ! 1 CUT OUT BACK PER PLAN MC ENGINEERING "4R 4. I —� FLANGEWEB LAGGING BEYOND ! I ON SU LTI N G _ ;��`�� °�� '-., I � "O GUTTER � DRAINS L WHERE T24" SSON A PROFESSIONAL CORPORATION h = Z, LAGGING BEYOND !! fi PER PLAN �' DRAIN PIPE PEN 4°° —5 I SOLDIER BEAM 1999 VILLAGE PARK AY SUITE 115 RFIQ.i2-34-i - `g (FIELD CUT) ( CIVILDIELEVpVAR VARIES) SIRUORA � _D ENcINITAs, CALIFORNIA 92024 = �� 'Sa,a► A�au� Q ! ,'�F +tom 'IIr,�,I A I TYPICAL EAST NALL SHORING 5EAM SEC T1®T�I 2 A (760) 479-9838 FAX (760) 479-9837 �'-,.°fAt�E.,"' 'Q�P 12.3iZ� REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING & BUILDING APPROVALS C TY OF CINMAS ENGINEERING SERVICES DEPARTMENT DRAWING WALL B REVISIONS 5f1i17 CITY OF ENCINITAS CONTROL POINT REWE"E0,11 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED SHORING PLAN FOR: s NO.1025 0ENC25" AT THE 08 O 1-1 C 12899--G INTERSEC77ON OF LA MESA AVE. HORIZONTAL DATE BEACON ��1 V BEACH TRIAD \ t AU - AND SOUTH EL PROTAL. PER BY, BY: R.O.S 1$416 R,C,E, NCI.: C-61O48 VERTICAL -'� DA 1F: MI HAEL A. aU 12-31-1 BATE; DATE, ��T ELEV. 60.60 NAVD$5 EXP, PLANNING CASE NO: 15-124 TPU/DR%CDP A.P.N. #256-012--16 SHEET $ OF 8 a 1 I fa! —r (E) 501E TYP. 24" WIDE SECTION GEOCOMPOSITE DRAIN PLACE CONCRETE SHEET 48" O.C. EDGE OF CONC. FOOTING DIRECTLY AGAINST 4" 0 PVC INCLINING LEAN CONC: BELOW CMU FACING CUT FACE OF SOIL DRAIN PIPE WHERE UPPER HOLE OR DRAIN SHEET OCCURS - WRAP IN 1/4" BAGKFILL CUT SOIL FACE TO III— I I MIN. FOAM (V.I.F.) —I I t=1 I I BACK FLANGE TYP, _ — — — �.-- fE — i — -- -- --- — -- L--� iE COMPACTED GRAVEL BACKFILL TO MATCH / '— DRIVEWA PAVER SUB SOLDIER BEAM PER PLAN FENCING DRAINAGE ( (E) STRUCTURES �. �. ILUT_ I —I I t I I= -1 t I=!!i —III=1� 1i b =t 11= ► I -BASE \ MATERIALS PER CIVIL Lu LL �r "a .e � hi N CHANNEL PER DET. s 84'(E) i I I PER PLAN GRADE —�— _M . L — — — ;--= -- — , /A_ PVC DRAIN PIPE PER PER PLAo. 1 I . d MWAMMOd d d' a a a • s • • CIVIL (ELEV. VARIES) I — /ADD'L 05 (H) M Ili " SHOTCRETE FACING a 24" O.C. w/ S tv 12" O.G. (H) /L S x &'-0" LONG (H) / pOWEL � 24" O.C. 80' _ . _ __.._ .__ _.. ____. ___.__. ;,;• . L- _j SHOTCRETE OR \ / m b \ / >E — — — — — — — — — — _ — — _.....,- �.- — _ — _ �, ` �- 6-"5 (V) PER BAY SOLDIER BEAM ALT. FACE OF CONCRETE FOR (OR C.I.P. CONCRETE) PER PLAN CAST IN PLACE OPTION THRU DRILLED HOLE IN BEAM 2b MIN. 8" CMU FACING w/ 05 6 8" O.C. (H) d 05 m SOLDIER BEAM CAISSON BEYOND Z ua V FINISH GRADE CONC. FACING PER PLAN #DET. 13 24" O.C. (V) _ SOLDIER BEAM CAISSON BEYOND ��;' ; PER CIVIL _ ___. ..� .Ix ___.. __..___ __- _.-_.._.. ::;. LEAN CONC. TYPICAL FACING AT NEST WALL 13) TYPICAL FACING AT EAST NALL Zb 5 u ; °; ' ' i UPPER HOLE ua , . BACKFILL � 8" CMU WALL FACING PER PLAN FENCING PER ARCH. FOR INFO NOT NOTED, SEE (E) 501E (SHEET SP-1.2) DRIVEWAY PAYERS 12 TYP. tY ° TOP OF EMBEDMENT � GRAVEL SUB -BASE OR FINISH GRADE WHERE H5S6x6x3/a GATE - 24" WIDE SECTION FILL VOID BEYOND LEAN CONC. UPPER � } 4' :. a ELEV. PER SCHED. OGC. PER CIVIL POST SITE PLAN I I GEOCOMPOSITE DRAIN CMU w/ LEAN CONC. HOLE BACKFILL CUT SOIL FACE TO TIJ 1111 SHEET 48 O.C. SLURRY _ _ _ _ — _ _ — — _ — I ► I—t t BACK FLANGE TYP. — �8 z __.- _-_ --_.. Lu..___ __- -- .._- ___. _-____ _ a —III—III ui =1 I_i I —IL=► I — — -1 I i—i! I ua Q <.. SOLDIER BEAM a PER SCHEDULE ..: .. -. .. '. ,., �.. .. .:.. . - '. �. . '. :. �' ' � .. .: � (E) GRADE IN III—t I t— KJ4' _ �... Y— _ . _ _... -tM � (EPDXY -COAT) NEIGHBORING ' - ( I 5116 • • • •Lu w PLANTERS d- � COMPACTED GRAVEL BACKFILL TO MATCH a a Lu _ PAVER SUB -BASE z MATERIALS I I @ SOLDIER BEAM \ 8" CMU FACING w/ / +'S � lfo" O.C. CH) d &O' _ Za • . ° -' I I �- PER PLAN 3" *5 0 24" O.C. (v) SOLDIER BEAM CAISSON � PER SCHEp. CONC. FOOTING WITHIN PER PLAN SOLDIER BEAM SOLDIER BEAM � SOLDIER BEAM DEPTH b �`-V `�`� w/ 05 CONT. (H) MIN. CAISSON BEYOND f'c=4,500 PSI PER PLAN BEYOND FACING I �� 11/2 Zb C06 2b EAST MALL FACINGCC18TYPICAL WEST NALL SHORING SEAM SECTION Z SIDE VIEW FENCING PER ARCH, 8" CMU WALL (SHEET SP-1.2) FACING PER , n I I I IX FOR INFO NOT NOTED, SEE 8 Fl FOR ADDITIONAL I ! INFO, SEE 4 I Ix NOTE: TOUGH UP ALL FIELD E PLAN NEIGHBORING - H- CUTS WITH PROTECTIVE GRADE ' CMU FACING CAISSON BELOW I i I I EPDXY COATING FUTURE RESIDENCE w/ DEEPENED FOOTING ' FILL VOIDw/ I I I I WHERE OCC. PER PLAN T" CONC. SLURRY SOLDIER BEAM I I I I I I I► FENCING PER I I CONT. LAYER GEOCOMP051TE / PER PLAN i I i I I I FENCING DET• 1z F.G. PER = ' DRAIN SHEET ALONG BOT. 24" CIVIL `' 4 24" WIDE I I I I PER ARCH. I I (SHT. 5P-1.2) I I 11/$" FENCE 8" CMU PAGING PER ' (N) GRADE PER CIVIL VERT. LAYERS I 46" O.G. FENCING PER ARCH. I I 1 I (SHT. SP-1.2) �I I I I I( I I O.D. GALV. POST EA. BEAM (DESIGN BY OTHERS) ��, P1�AN-�-DET.... _ _.. __ . 5 . _ Is , I I lE) GRADE (R4R PER I I SOILS REP.) = z �� o 3 0 PVC OUTLET DRAIN \ EA. SOLDIER BEAM BAY 5/1(0 �- I i I I RAISE CONC. CURB WHERE :el ci CONC. FOOTING WITHIN i HSS&x6x3/ GATE a 5116 i I I I $s 1'� O.D. GALV. FENCE I I I I REQ'D TO RETAIN GRADE �2._-.. _z "' . _ __. (N) GRADS __. ui CBY OTHERS)_� __:... L -1 ''" SOLDIER BEAM PER SOLDIER BEAM DEPTH 2b PLAN BEYOND FACING ' w/ "5 CONT. (H) POST 51TE PLAN I I i I I I POST g EA. BEAM (DESIGN BY OTHERS).. I I I I I I ---- u !L ,.-� TOP OF EMBEDMENT ELEV. PER SCHED. 11/2 SOUTH HALL FACING 19 TOP VIEW 2b CC15 I I LEAVE BACK FLANGE I I IN PLACE (FIELD CUT) I 2"0 STD. STEEL PIPE ° <. 68 _ I I I I I I PIPE SLEEVE FLUSH w/ T.O. SOLDIER BM. 2a COPE WEB WHERE EXTENDS I S.S. GUTTER LINING PER ARCH. (SHEET SP-1.2) � I , SLEEVE x 5" LG. FOR I FENCE POST INSERT 1 (EPDXY COAT) __-- (E) GRADE PER ELEV. EXTENT OF PAD PROVIDE PERIODIC SPECIAL INSPECTION FOR NON -CRITICAL WELDS SHOWN I I I ABOVE DRIVEWAY PAVERS — / �C14' ..._._ ____.,.. ...__._. _._ ...__ ..,...,..._..._,,, _.. �e. e• ___.z __. - OVEREXGAVATION ADJACENT TO I i a 4 RECOMPACT e EXTENDER TO MATCH SOLDIER BEAM SHAPE I/& 11/2" CUT-OUT 2" 0 5TD. STEEL PIPE I X SLEEVE x 5" LG. FOR PAVING OR F.G. PER CIVIL 4x4-W2.9 WWF x 1 16" EXTENSION I I a' xq u=ni 4 4 z SOLDIER BEAM '{•x7•Z1 BELOW x I 1/4 FLANGE TYP. EAI FENCE POST INSERT (EPDXY COAT) _ _ I — _� BELOW GUTTER I a I — GUT OUT WEB TO < 5° p BAR STOP � (TACK WELD) 1-/ �, ` : 1A -_- _ _ _—_.___.__ ___ _ cA p- ° •. lN) RETAINING PER SCHEDULE (EPDXY -COAT) bx� of IVIA-11 = ,-' NOTE- I I=1 I I� I i 1=1 i I— I I d i I = PROVIDE GUTTER . :` PER ARCH. E CIVIL o a • (FIELD CUT) I : I CONC. CURB BEHIND BEAM TO BACK GUTTER uul WALL d FTC. d- ON ADJACENT 5� PROPERTY ` _ — — TOUCH UP ALL WELDS 4 BAR STOP 5" I ( I SOLDIER BEAM PER PLAN _. _ ..._. ._ ° CUTS WITH PROTECTIVE EPDXY COATING (TACK WELD) ( CUT 6 O MAX HOLE O FUTURE DRAINAGE CUT OUT BACK DRAIN PIPE PEN. • GUTTER DRAINS WHERE MCNEFF ENGINEERING ; °"p(�-FESS/py9-, GUTTER OR PAVER CUT-OUT WHERE OCC. SOLDIER BEAM FLANGE 4 WEB I CFIELD CUT) .d . 4 OGC. PER CIVIL — 24" 0 CAISSON 8c CONSULTING , h��`�° �F`, A PROFESSIONAL CORPORATION - = k PER PLAN 2a CMU FACING BEYOND I `�— SOLDIER BEAM A PER PLAN 2b 5HOTCRETE FACING BETWEEN BEAMS a d (OR C.LP. CONC.) C V �PVC D(EVRAIN PVARSIPE R 2b A f c=4,500 P51 S H-5 1991 VILLAGE PARK WAY SUITE 115 REN.°12-31- ENCINITAS, CALIFORNIA 92024==;JT9T STRUCIDRAL ��Q, LEAN GONG. Y 2b (760) 479-9838 mcneffengineering.com '-,F of cp��F�°'° , 20 T''I'P. SOLDIER BEAM EXTENSION C*6 CC12DESIGNED ) 8 T,1'PICAL EAST HALL SHORING BEAM SECTION 4 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK ALE PLANNING & BUILD( BY I DRAWN BY I CHECKED ]By, APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. MM MM MM © WALL B REVISIONS 5/i/17 CITY OF ENCINITAS CONTROL POINT N0.1025 "ENC25" AT THE INTERSECTION OF LA MESA AVE. AND SOUTH EL PROTAL. PER R.O.S. 184i6 ELEV. 60.60 NAVD88 H❑RIZ❑NTAL VERTIC REVIEWED 8 • DATE: PLANS MIC PREPARED UNDER SUPERVISION OF DATE: 11-18-20 R,C,E, N❑, , C-61048 AEL A, MCNEF EXP, 12-31-22 RECOMMENDED APPROVED BY: BY:jesse Owens DATE. DATE SHORING PLAN FOR: BEACON BEACH TRIAD PLANNING CASE NO: 15-124 TPM/DR/CDP A.P.N. #256-012-16 12899-G ® AS -BUILT REVISI❑NS 8/25/17 ®WALL FACING REVISIONS 11/18/20 NEW SHEET, REPLACES SHT. 8A SHEET 8B ❑F 9 - 2 6 20 1 CUT SOIL -9 FILL. VOID BEYOND CORNER BLOCK w/ GROUT DRAIN - - -- INLET PER -- -- -- -- =►_I—L_� l —�----- CIVIL — .----_—°-- - -- —; ------ FENCING ' d d d PER DET./,,�s c� 5 SOLDIER CONIC. BEAM FACING 8" CMU FACING PER PLAN 4 DIET.6 I9 { lE) GRADE !— 80'-5 -5 PER PLAN (VARIES) FOR INFO NOT z NOTED, SEE 6 13Vfw CMU — z = FACING 76' _... __ _ _.__. _._... _ _... .. ___...._.- LEAN CONIC. 0 17 13 9 FINISH GRADE UPPER HOLE U (L PER CIVIL BACKFILL _I T 18" TYP. 24" WIDE VERT. p—r_ < TOP OF EMBEDMENT — ° —a DRAIN SHEET — } ^ ELEV. PER SCHED. 1— " _ _ - • '� _Q.. .. •ate •a. / /_Q .. e. EXITING PVC LuDRA IN E ". CONC. J° PER PIP Lu ! m °.. SOLDIER BEAM a U a PER SCHEDULE FACING (04(EPDXY-COAT) _ Lu U4. - I (0® FOR INFO NOT NOTED, SEE 13 \ \� \\''� CAISSON 0 PER SCHED. f'c=4,500 PSI H- SOLD I BEAM 18 14 10 TYPICAL SOUTH NALL SHORING 5EAM SECTION 2 FENCING PER ARCH. (SHEET SP-1.2) S.S. GUTTER LINING PER I PROVIDE C.I.P. CONC. ARCH. (SHEET SP-1.2) CURB w/ 04 (V) DOWELS SHOTCRETE BELOW I a 12" O.C. 4 4x4-W2.S WWF GUTTER w/ 44-W2.13 NEIGHBORING GRADE WWF CONT. (ELEV. VARIES) ALT. FACE OF CONIC. I7-1 X FOR C.I.P. OPTION COLD. JT. ul _ - SHOTCRETE OR de C.I.P. CONCRETE WALL FACING 19 15 11 � PER PLAN X _ 4" 0 PVC DRAIN PIPE PER CIVIL (ELEV. VARIES) a CONT. LAYER GEOCOMPOSITE DRAIN SHEET ALONG BOT. 24" ° 4 24" WADE VERT. LAYERS 6 - _ U •. e I 48" O.C. F.G. PER , . 3"0 PVC OUTLET DRAIN IV CIVIL EA. SOLDIER BEAM BAY III SOLDIER BEAM 4 I �I II I BOTTOM OF FACING CAI55ON PER I PER ELEVATION ON r MCNEFF ENGINEERING ,,,,QRaFEssioy9,- /'�\( �lJVI L- i 4� I PLAN BEYOND 1 COMPACTED SOIL FACING I CONSULTING -��`�° a ©& A PROFESSIONAL CORPORATION 1991 VILLAGE PARK WAY SUITE 115 _fir REN."i2-31- - �1•Z'1•ZY` -R,j 'Aq-?ti \l�f llli2�7H"6 ENCINITAS, CALIFORNIA 92024 =%��q� $�UC�� (760) 479-9838 mcneffengineering.com ��,; °-„F„oF �p1�4°,, 20 gt'E "'O31�JT 3i 2t 1� (121 s �,6eLL I=�CI� wr K REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK ALE PLANNING & BUILD( DFSIGNffb�DRAWN BY :T CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. MM I m I MM WALL B REVISIONS lAWALL 5/1/17 CITY OF ENCINITAS CONTROL POINT NO.1025 "ENC25" AT THE INTERSECTION OF LA MESA AVE. AND SOUTH EL PROTAL. PER R.O.S. 18416 ELEV. 60.60 NAVD88 HORIZONTAL VERTICA REVIEWED B • - PLANS PREPARED UNDER SUPERVISI❑N OF ' DATE ; 11-18-20 R,C,E, NO, : C-61048 MIC AEL A. MCNEF EXP, 12-31-22 RECOMMENDED APPROVED BY: BY; jesse Owens DATE: DATE; SHORING PLAN FOR: BEACON BEACH TRIAD PLANNING CASE NO: 15-124 TPM/DR/CDP A.P.N. #256-012-16 12899—G ® AS -BUILT REVISIONS 8/25/17 FACING REVISIONS 11/18/20 NEW SHEET DATE: SHEET 9 OF 9 SZ 5 6 20 1