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2016-12810 G (Plans) (2)RIGHT ON WAY NOTE OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WiLL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL PROPOSED UTILITIES WITHIN THE PROJECT SHALL BE INSTALLED UNDERGROUND INCLUDING EXISTING UTILITIES UNLESS EXEMPT BY THE MUNICIPAL CODE GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CiTY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. Z THE SOILS REPORT TITLED "REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION, RINCON RESIDENTIAL PROJECT, 141 W. LEUCADIA BOULEVARD" PREPARED BY GE07ECHNICAL EXPLORATION INC. DATED MARCH 10, 2015. ALL GRADING SHALL BE DONE IN ACCORDANCE K17H THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF- WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK K141CH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. Z THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN 114E HOURS OF 5.30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UN71L A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT.• CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY K1774 ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE KITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING. "THE GRADING UNDER PERMIT NO. 12810 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE KITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL, UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE K17H STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL iS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SM00774 SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE i6. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE S17E BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CiTY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUC770N UNLESS SPECIFICALLY APPROVED OTHERWISE NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM 774E TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED iN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SiTE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICA71ON AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. A. SEWERS - LWD - (760) 753 -0155 B. GAS & ELECTRIC - SDGE - (760) -438 -6200 C. WATER - SDWD - (760) 633 -2650 D. TELEPHONE - SBC BELL - (760) -489 -3411 E. CABLE TV - COX COMMUNICA7IONS- (760) -806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE. (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. (760) -633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DUNN AT (949) 637 -3254, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15 ). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED K17HOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU71ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PR07EC71VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS KITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND /OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. Z THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FIT7ED TD COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT iN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSIER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPS7ER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. ENVIRONMENTAL NOTES. 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 2:1 (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2 : THE MAXIMUM VERTICAL DEPTH OF CUT IS 7 FT AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 4 FT 3. A.) AVERAGE DEPTH = VOLUME OF CUT C.F. = 2.1 FT OF CUT AREA OF CUT S.F. B.) AVERAGE DEPTH = VOLUME OF FILL C F. = 0.3 FT OF FiLL AREA OF FILL S.F. EARTHWORK DATA: 1,170 CUBIC YARDS EXCAVATION (CUT) 150 CUBIC YARDS EMBANKMENT (FILL) 1,020 CUBIC YARDS EXPORT 1,080 CUBIC YARDS REMEDIAL * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVADON, IF REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUAN7771ES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). DEPTH & QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION AC71wnES CONCRETE WASHOUT CONTRACTOR SHALE ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON S17E IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER BODY. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION S17E ACCESS SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SiTE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS/PLAiES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWA"ROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL ERDMV_C NTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADE IIATE GROUND COVER VEGETATION F�t'a . ir, I'7.11a�.'1';►�►11�h'�'.`i1:7e; �? U��373 /.i�?�[�ZKI;1;31;i►1�.`�G31I �i11���'�;.`illll EROSION CONTROL CONT... REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SIZE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASF~ ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLU77N CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING N SITE. THE PROPERTY OWNERS AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER RE UIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRIC77 Y PROHIBITED. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NN- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMA7ON N LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE iN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CNSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. SAN DIEGUITO WATER DISTRICT NOTES 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LiNE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED U71LITY CROSSING MINN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DiEGUITO WATER DISTRICT. EXISTING CONTRACTOR AND OWNER FACILITY FIRERHYDRANOT, METERS, RELOCATE VALVE BOXES, ETC.) WHICHHGRADE ANY AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARA77ON WHEN PARALLELING WATER SERVICES. 5. MINIMUM HORIZONTAL SEPARA77N OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING Z CALIFORNIA STATE LAW ASSEMBLY BiLL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. & ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. LANDSCAPING 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. EXISTING IMPERVIOUS AREA PROPOSED IMPERVIOUS AREA NET CHANGE 1,611 SF 4,926 SF +3,315 SF AND BONDED FIBER MATRIX. Q LEUCADIA WASTEWATER DISTRICT NO EXCAVATION AND GRADING ACTW71ES ARE ALLOWED DURING WET WEATHER. PUBLIC SEWER SYSTEM APPROVAL )ROVED BY: LWD DISTRICT ENGINEER DIVERSION DIKES BE CONSTRUCTED TO CONSTRUCTION SITE. SHAII CONTRACTOR SHALL PROTECTNCHANNELS AGAINS ®EROSION USING 59:39 PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. RING, PE RCE DATE I:W_n12111, toW.- ;191molIXL CL RE Y 1F' ► ►_ IFE. LEGEND S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROJECT PROPERTY LINE EXISTING RIGHT- OF-- WAY/PROPERTY LINE CENTERLINE OF ROAD - PROPOSED PERMANENT BMP AREA (NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY) PROPOSED PERVIOUS PAVEMENT tER SEcroni �E, 5 +'R-3 PROPOSED PCC PAVEMENT PROPOSED DG WALKWAY PROPOSED CONTOUR LINE EXISTING CONTOUR LINE PROPOSED FLOWLINE 0 1.0% MIN. PROPOSED SETBACKS PROPOSED CUT/FILL LINE PROPOSED RETAINING WALL PROPOSED 6" PCC CURB & GUTTER PER SDRSD G -2 !c F PROPOSED 4" SEWER LATERAL PER LWD S -17, S -25, S -32 - S- - PROPOSED 1" DUAL DOMESTIC /FIRE WATER SERVICE AND IN METER PER WAS WS -09, WC -17 FINISHED SURFACE EXISTING VCP SEWER MAIN (SIZE PER PLAN) - - - EXIS7iNG ACP WATER MAIN (SIZE PER PLAN) -W- - EXISTiNG OVERHEAD U7iLITiES - EXISTING "NO PARKING" STREET SIGN GARAGE FINISHED FLOOR EXISTING POWER POLE '> EXISTING SURVEY MONUMENT • PROPOSED SURVEY MONUMENT PER PARCEL MAP Z 1411 O LOT NUMBER LOT1 PAD FLOOR ELEVATION PALi20QQ0 FINISHED FLOOR ELEVATION ii U=67 PROPOSED EASEMENT PER PLAN PROPOSED BROW DITCH PER SDRSD D -75 TYPE B PROPOSED TRENCH RESURFACING PER CITY UTILITY TRENCH BACKFILL AND RESURFACING STANDARD ' PROPOSED STEM WALL PER ARCHITECTURAL PLAN PROPOSED 18" X 18" BROOKS BOX 93 ABBREVIATION LEGEND BS = BOTTOM OF STAIR ELEVATION BW = BOTTOM OF WALL ELEVATION FS = FINISHED SURFACE FG = FINISHED GRADE FL = FLOW LINE FF = FINSHED FLOOR GF = GARAGE FINISHED FLOOR IE = INVERT ELEVA77N TG = TOP OF GRATE ELEVATION TW = TOP OF WALL ELEVATION OWNER/PERMITiEE KEVIN DUNN RREG INVESTMENTS SERIES, LLC SERIES 1018, A DELAWARE LIMITED LIABILITY COMPANY 3005 S EL CAMINO REAL SAN CLEMENTE, CA 92672 S17E ADDRESS 141 W. LEUCADIA BLVD ENCINITAS, CA 92024 LEGAL DESCRIPTION LOT 6 OF BLOCK 9 OF SOUTH COAST PARK NO. Z IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1859, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 21, 1925 A.P.N.: APN. 256- 012 -15 -00 (0.34 ACRES) OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. iT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY V41H ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN 714E PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS KEVIN DUNN, MANAGER DATE RREG INVESTMENTS SERIES, LLC SERIES 1018, A DELAWARE LIMITED LIABILITY COMPANY SOILS ENGINEER'S CERTIFICATE 11 JAIME CERROS _ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL OPD1FERORORiCLE�OHSDSBY, K UNDER MY COTHSIS EPTOMPIDFRM iITUDD1774 DIRECTION BETWEEN THE DATES AND ONE COMPLETE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, 1 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCO D IN THE GRADING -PLANS AND SPECIFICATIONS. SIGNED: RCE NO.. 014:! 5f--ZZ Z EXP. DATE: 9/30//7 GEOTECHNICAL EXPLORATION, INC. !y It? 7420 TRADE STREET SAN DIEGO, CA 92121 (858) 549 -7222 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE MTN THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF 774E PLANS OR DESIGN, AND iT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. BY. /l..ZY ° TYLER 0 LAWSON DATE RCE No. 80356 PASCO LARET SUITER & ASSOCIATES 535 N. COAST HIGHWAY 101 SOLANA BEACH CA, 92075 19i4 *_W%JtM# A SHEET INDEX 1. TITLE 2. GRADING PLAN 3. SECTIONS AND DETAILS 4. EROSION CONTROL PLAN 5 -7. RETAINING WALL PLANS IMVI IV OlALC ENCINITAS FIRE DISTRICT I SAN DIEGUITO WATER DISTRICT WED BY: 25 y0 -/b DATE: & ASSOCIATES 1L ENGINEERING + LAND PLANNING + LAND SURVEYING i North Highway 101, Ste A, Solana Beach, CA 92075 858.259.8212 1 fa 858.259.4812 1 plaaengineering.com PARKS & RECREATION RV�Y: DATE. G y No. 80356 rr Exp. 12/31/16 BMP STATUS: STANDARD - NON HMP TO BE MAINTAINED BY HOA SWMA RECORDED AS DOC. # -&!�_ FIELD OPERATIONS REVIEWED B 'q ^11.14 DA 71. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT u "�BAKn. uKBA �. ` "`ME LIT DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. ,j i Ii w1Tl'I A o6 1l 1 CITY OF ENCINITAS SURVEY CONTROL POINT #1025. ($ PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED 00 APPROV GRADING PLAN FOR. 2.5" BRASS DISC STAMPED "ENC -25 LS 7322 ", SET IN THE INTERSECTION OF SOUTH EL PORTAL STREET HORIZONTAL 1"_-10, w - AND LA MESA AVENUE, 100 FEET NORTH ALONG TYL R G LAWSON DATE DATE: SC- ? • �6 BY. M_ (/� _ BY: LENN PRIM BEACONS BEACH HOMES 12810 -G THE SOUTHEASTERLY CURB LINE OF SOUTH EL R.C.E. NO. 80356 -- PORTAL STREET. VERTICAL N R G LAWSON EXP. 12 -31 -16 lo // (, CASE NO. 15 -153 TPM/DR/CDP A.P.N. #256- 012 -15 SHEET 1 OF 7 ELEVATION: 60.601' DATUM: NAVD -88 REVIEWER IN PECTOR X11 f..' NGINEER DATE: l? lO /I DATE: PREPARED: 41812016 REVISED: 71512016 REVISED: 712812016 PLSA 2318 C/ N _- - FOR LOTS d. APPROXIMATE LOCATION °3r OO' DISTRICT TO ABANDON EXISTING - -. CONSTRUCT MASONRY WATER SERVICE AND WATER �OF EXISTING BUILDING Oh - _ _ RETAINING WALL PER CONSTRUCT MASONRY _.__CONSTRUCT MASONRY Mss; - - _ METER - TO BE REMOVED AND -- j M�/ 5•_ CONSTRUCT MASONRY 012 ;,7 ;" -- $ :256­012,46 RETAINING WALL PER- -....- 73.--- RETAINING WALL..PER ,- •- *` -'' TO REMAIN CONSTRUCT BROW DITCH RETAINING WALL PER Ate' '`' -STRUCTURAL PLANS, SEE -. - -- - -- -- - - - - RELOCATEi)At OWNERS EXPENSE PER SDRSD 0-75 STRUCTURAL.- SEE- _ DETAIL 2, SHEET 7 FOR WALLS -. -. -__ _ STRUCTURAL PLANS; SEE STRUCTURAL PLANS; SEE TW=69 5 SHEETS 5 -7 SHEETS 5 -7 / 0 1.0x6 MIN (TiP.) - TW -70.2 FL =69.5 { - GS =72,7c BW-67.5 1 4� - SWEETS 5 -7 \ - - -- AD _Tb BMP AREA - m BW =63.5 7.1; ( / -- 2 g TG =68.4 �s =70. -- -- = TREE. PROTECTIOf. N 1W -69.6 _ - IE =64.5 - G5- 70.a6'.TW 0.2 _ 1 - - 7N�70.0 __ °� -70.8 7_r - iW-67. SEE IPM 15=124 FOR - -- 1W=71.0 __.._ .. 71:0 -- 2 - FL' =68.5 _..._ BW =64.7 B 6 0 1 '� _ _ _ _ - BW -63.6 1E =64.4 - - - GS -722a 64.0 BYh640 WORK ADJACENT TO. PROP. - 67-- BW 675 3 KITHINRTPZfiO BE HA PROUD - - N14' 52 11 W 262.82 . -. y - - P ST _. _ -- FL =68.5 X X _..._. - ....__.. _ X m �x u -- X ,� _�` � � X -�C UNDER, _. _. II - _ ___ El�VISIO F _- 7 c f4.... 11 - _ _ ...... _ - 7. - FL=63 TW 6 - - ' / / / N / �s cn - -- - - - 1,09 MIN s r,.a7 ' a ...Ml . �.. - ►_- ►..� ► -.- z" ti INSTALL RIP RAP PER _FL 64,6- HP -63.7 , _;... - c �:.\ ,•\ - TW =67.0 87.8 SDRSD EkV4D,S72'X4' BMP AREA W - �� PA-V -' B -64 0 ✓ T =1.fi' NO. 2 BACf�I HP =65.0 FG= 62.1 - FG�63 -8 BMP ARE FG =6�F -4 FG =64.7 11 -g 50 FG =63. CONSTRUCT MASONRY - FG -63.5 [ CONSTRUCT STEM APPROX. LOCATION OF AREP Z FG =63.5 TW=67.0 FG =63.1 FL =64.3 - FG =63.2 FG =63. - - -.- FL =63. \` FS "\ i EXISTING 8„ ACP,WATER RETAINING WALL PBR CONSTRUCT STEM" DuRI�►X # ,' WALL, TW=64.5 BW =67.0 -. "- / / I� STRUCTURAL PLAN; -- - .. 64 SF ..__. _.. - - -. WALL; TW=65.7 CONSTRUCT STEM �s= .�s , CONSTRUCT STEM FG =63.5 S ' Dm TG - WALL;_ -TW= 64.2._.._ FG =63.1 WALL,, TW=64.2 2 /. �;,/ WO- 66E26'TO REMAIN SEE SHEETS 5 -7 - AP�k 256- Oi�•'i FS =63.4 \, , FS =63.4 CONSTRUCT STEM CONSTRUCT RIP RAP - .<srs ,:. TW=66.0 \, BEGIN IMPROVEMENTS OF AC 81'. B-2- - 0" RYSB...... _, _. WALL,' TW =65.1 _.._ _.___ OVERFLOW SPILLWAY - -� �S =s7.s UIVT 1' BW - -64 0 // - - CS' _.._ 2 r S =E 7.24 CONSTRUCT STEM Ff s3.3" f�BROUS AV€ �'• ...__, "'_1 T =� r. \ V1 . -\ FF ! ` S• /1 /ATP I'9 1"fil1PTI11 P•I IPrT 9/ CON9�TRUt 14ASONRY 64 FF - 6a9 . Fic - 681 /O RETAINING WALL a - - FL =63.1 _r F043 3 FS =63.1 PAD . 8� 1NALL; TW=64.0 03 PER SDRSD C -2 =63.2 \ - PAD 832 PAD 624 FS= \ a0 / /, FG =6� - .1 -- ,��¢: �s ` rn rv,cnnYn onvrura,r FS =63.9 �` -s4.4� CONSTRUCT STEM_- TC =63.0 , ' ,' FL 631 _ p°a �_ w _ WALL; TW -63.8 FL =63.0 I FG =62.7 _ o G / C „ + 63.4 / LOT gl - CONSTRU6� -STEM FG -62 FL =63.0 \ TING, EXISB VCP FG -63.1 FG =63:1_ �, o WALL, TW- fi4.0.- FG =6 -._ OS =�7.a1 e TW =63.9 k as ` / \i/ SEWS& PER LWD / s 74 � . ' MAP -1 BW =63.9 S -s.47 °. _ jt ._. FS =63.0 X _ .... .. - W 0.' 147 -B -66 FS -63.1 +. TC- 2.7 1 / _ - _ - 7 / 6 - 63 FS -63.9 2 / _ T ._- X -._. X ... _._... ..S \ , �'� .O 1% \_ 4.51 � FI -62.7 Ff -630 - 1` _ - - S =zF =63.7 ITF - i - - A 1� _GARAGE FF ° 62..7 y�o -. � ,� � �' �"X 8 \1 s FG =638 i_ FS= 63.9. F \ i .r 1 _ _ ' ? 2 EG .633" YB� 61.8 � _ i9 C FG =63.8 = - - -- -..._- - 0 CONSTRUCT MASONRY - FS -63 6 -- - - - / DUCT _STEM __ _ - - - - t>== RETAINING WALL PER - - . _ STRUCTURAL PLANS, - r AT &T BOX /& BOLLARDS APPROX. LOCATION OF EXISTING ....... - - CONSTRUCT STEM _ i = 4 = SEE SHEETS ., i, . ` ` EXISTING s 61.vil WALL, =64.5 2 _ p TO REMAIN. - CONTRACTOR POWER POLE TO REMAIN. DESIGN BMP AREA 8 ¢ - - 12 TO PROTECT,IN PLACE. AND USE AS DOWN POLE. TD F 63.8SS =FG -632 c s =s.sa _ - - - OVERHEAD - - _ '•, / - _ -:._- . -._ _ .. _ _ - UNDERGROUNDED. = 639 - - .._ _ A R _ -_ 2.5 CE 4 EXISTING SEWER MH - - B 0 :. ,.oa I \ y m S TO S Rr%E OX-MIN 1._P cn _._. - -�'`° a��\ WATER SERVi 11 -162 -.... r LWD - - _ _ TO S UNI 2 _ FS =637 .. FG -636 y - 2 _ _ N14' 55' 02 "VV - X84.04' X X . e AtPRax tpCRT1oN T xl T. (IE OUT =52 4) - `INSTALL- _ „ SEWRER yRT. TO 3�R� V -TW®FG=63 WBFG -62.8 BW =61.8 O " 1 2 10 ®FG =635 PCC FLUSH CURB TW�FG =63 10 6 ;- - - 10 10 INSTALL 6 PCC 1 , -_- -._ - -- - BIN 7 FL= 62.9 BW 61. BW =61.0 BW =60.8 CURB &GUTTER 2 1 7 _- MAP 1 5 9 .___ PER SDRSD G -2 FG =634 ffEGIN CONS TRUCT]ON 5? - - - _ EXISTING MAILBOX TO BE (FS =61.1) - -- OF 6" PCC CURB & REMOVED OUT OF DRWEWAY. =61.6 rS =S _58J -- GUTTER PER SDRSD G -2 - r EXISiiNG "NO PARKING" SIGN � ., / iE =51. 5 - vN IT 42 TO BE PROTECTED IN PLACE /, - ; C )�_ GRADING PLAN SEWER LATERAL DATA LOT # SEWER STA OF LATERAL IE 0 MAiN LENGTH OF LATERAL DROP TO MAIN IE 0 PL LATERAL SLOPE FG 0 PL DEPTH 0 PL PAD EL UPSTREAM MH RIM BACKWATER VALVE REWD SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER 0 MAIN WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD TO EXIST PL PiPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHAH EXTEND ABOVE COUPLING EQUALLY BETWEEN THE PLAIN END TO A POST STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. SEWER REPAIR SHALL AS MANUFACTURED PIPE EQUAL STANDARDS GOVERN. 1 2 +52.62 51.7 22.3 LF 1.2 53.4 2.0% 62,1 8.7 62.7 63.2 YES 2 2 +57.62 51.5 22.5 LF 1.2 53.2 2.0% 61.9 8.7 63.2 63.2 YES LWD N07ES SCALE. 1 " =10' SEWER MAIN STATIONING PER LWD DRAWING 147 -8 -66 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER i1. A 2 -INCH HIGH S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND LOCATION BY THE CONTRACTOR. BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. AS BUILT REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER ENGINEERING DIVISION APPROVALS 12• A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR Z ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD THE SEWER MAIN SHALL TERMINATE 6' ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST PiPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHAH EXTEND ABOVE COUPLING EQUALLY BETWEEN THE PLAIN END TO A POST STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. SEWER REPAIR SHALL AS MANUFACTURED PIPE EQUAL STANDARDS GOVERN. APPROVED BY THE LWD DISTRICT ENGINEER. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -iN TO FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP, A ROMAC INDUSTRIES, TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR 2 & 3 ON THE JOBSITE AT ALL TIMES CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE 15• ALL SEWERS AND LATERALS SHALL BE iN PLACE AND SHALL HAVE FINAL APPROVAL BY DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY THE LWD INSPECTOR PRIOR TO PAVING. FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND WITHOUT EXPENSE WHATSOEVER TO LWD. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE BOLTS SHALL BE TYPE 316 STAINLESS STEEL. WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR WYES FOR INSTALLA7ION OF GASKETED PVC SADDLE WYE ON EXISTING PIPE, CONTRACTOR 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER iS VALID FOR A PERIOD OF 77ME NOT CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS N077CE TO LWD PRIOR TO SHALL PLACE SADDLE ON THE EXIS77NG PIPE AND MARK THE PIPE WITH AN OUTLINE OF THE TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF 774E ONE YEAR CONSTRUCTION. PROPOSED CUT -IN PRIOR TO INSTALLATION. CUT -IN SHALL BE CLEAN AND NOT EXCEED 77ME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT MARKED OUTLINE OVER ACCEPTABLE LIMITS DEEMED BY LWD INSPECTOR. ALL REJECTED THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTA71ON OF THE GASKETED SADDLE INSTALLATIONS SHALL BE REPAIRED IN ACCORDANCE WITH LWD STANDARD CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY DRAWING S -32 TYPE 11 REPAIR. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN 774E LIMITS OF THIS PROJECT. AND SPIGOT OR PLAiN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXIS71NG PIPE MAY BE USED FOR INSER71NG WYES INTO AN EXIS7NG SEWER. 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 17• EXISTING PIPE MAY BE USED FOR INSER71NG WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE K17H LWD STANDARD 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN ME DRAWING S -32. IF NECESSARY DURING 774E LATERAL CONNEC7ION WORK, UPSTREAM FLOW IN DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR ALLOWED TO FLOW TO EXiS77NG SEWER UN77L AFTER FINAL ACCEPTANCE OF ALL UPSTREAM PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCA71ONS K17H WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT K17H FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS 07HERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. N07ES.- 1. STORM WATER POLLU77ON CONTROL BMP "S TO BE PRIVATELY MAINTAINED AND NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. Z UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. 3. ALL EXISTING AND PROPOSED UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 4. ALL EXISTING ONSI7E STRUCTURES TO BE DEMOLISHED. 5. ALL EXISTING ONSI7E PINE TRESS TO BE REMOVED. 6. ALL PRIVATE DRAINAGE SWALES TO MAINTAIN A MINIMUM OF 1.0% Z ALL GARAGES SLOPED AT 2.07* FROM BACK OF GARAGE TO GARAGE FACE EASEMENT /DED/CA 7 7O NOTES; ❑1 EASEMENT FOR PUBLIC STREET RIGHT -OF -WAY TO CITY OF ENCINITAS PER PARCEL MAP a EASEMENT FOR EMERGENCY ACCESS GRANTED TO THE CITY OF ENCINITAS PER PARCEL MAP REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED BY i DRAAYM BY L;MtTGL HT ENGINEERING DIVISION APPROVALS At CITY of ENCINITAS SURVEY CONTROL POINT #1025. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDEDJGt0 APPROV 2.5 BRASS DISC STAMPED ENC -25 LS 7322 , SET IN THE INTERSECTION OF SOUTH EL PORTAL STREET HORIZONTAL 1---10' C1. `ri DATE. $ -3.1�o By' /l *°1• /l/I �-- BY: AND LA MESA AVENUE, 100 FEET NORTH ALONG ER G LAWSON DATE 2 MASiH MAHER LENN PRUIM THE SOUTHEASTERLY CURB LINE OF SOUTH EL R.C.E. N0. 80356 - PORTAL STREET. VERTICAL N,6A R.C.E. NO. 80356 TYL R G LAWSON ELEVATION: 60.601' DATUM: NAVD88 EXP. 12 -31 -16 EXP. 12 -31 -16 DATE: 912&/16 DATE: 1#%116 CONSMUC77ON NOTES. U EXISTING PIPE SURVEY MONUMENT SHALL BE PROTECTED iN PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR WHO SHALL FILE A CORNER RECORD WITH THE COUNTY IF DISTURBED OR DESTROYED 0 INSTALL SURVEY MONUMENT PER PARCEL MAP 0 EXISTING MONTEREY CYPRESS CITY STREET TREE SHALL BE PROTECTED IN PLACE PER ARBORIST REPORT PREPARED BY CLOUD CONSULTING, INC. ® DISTRICT TO INSTALL 1" WATER SERVICE AND DUAL METER PER WAS WS -09, WC -17 AT OWNER'S EXPENSE O5 INSTALL 4" PVC SEWER LATERAL PER LWD S -17, S -25, S -32 © INSTALL 3' WIDE TRENCH RESURFACING PER CITY OF ENCINITAS UTILITY TRENCH BACKFILL AND RESURFACING STANDARD O7 EXISTING POWER POLE TO BE REMOVED APPROXIMATE LOCA71ON OF EXISTING "NO PARKING' SIGN TO BE RELOCATED OUT OF PAVER PARKING AREA O9 INSTALL 18" X 18" BROOKS BOX OR EQUIVALENT 10 CONSTRUCT 6' MASONRY RETAINING WALL PER STRUCTURAL PLANS - SEE SHEETS 5 -7,• COMBINED WOOD FENCE AND RETAINING WALL SHALL NOT EXCEED 6' 11 APPROXIMATE LOCATION OF ROOF DOWN SPOUT PER ARCHITECTURAL PLAN 12 INSTAL 4' SEWER CLEANOUT PER LWD S -8 GRAPHIC SCALE 11' =10' 10 0 10 20 30 o No. 80356 � Exp. 12/31/16 3l CIVi� 9� OF CA��F� & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fx 858.259.4812 1 pleaengineering.com CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO GRADING PLAN FORM BEACONS BEACH HOMES 12810 -G CASE NO: 15 -153 TPM /DR /CDP A.P.N. 256- 012 -15 -00 =2 OF 7 PREPARED: 410812016 REVISED: 710512016 REVISED: 712812016 PLSA 2318 c7 0 r P,P* 256--0 - 10 I (FG =70.4) I 1 6.0' °p a CONSTRUCT MASONRY RETAINING WALL PER STRUCTURAL PLAN R Y, 256-�n2-08 I 10' r 4.0' 6.0' (FG =69.7) - INSTALL CONCRETE J BROW DITCH PER SDRSD D -75 ® 1.0% MIN CONSTRUCT MASONRY RETAINING WALL PER STRUCTURAL PLAN CONSTRUCT STEM WALL, TW =64.5 FF - 83.9 PAD - 832 � • ". - CONSTRUCT STEM WALL; TW --64.5 PF - 83,4 PAD - 8127 CONSTRUCT LANDSCAPED SWALE 68' R 31' � AFAI; 16.0' 12.5' TF =66.8 INSTALL WOOD FENCE,° INSTALL PERVIOUS COMBINED WOOD FENCE PAVER DRIVEWAY TC =62.7 AND MASONRY RETAINING FL =62.2 WALL SHALL NOT EXCEED 6' 3. IX (1R� i -TW®FG =62.8 INSTALL 6'x16" PCC FLUSH CURB SECTION A A NOT TO SCALE INSTALL 6" PCC CURB & GUTTER PER SDRSD G -2 DASHED LINE CONSTRUCT - CONSTRUCT STEM REPRESENTS LANDSCAPED WALL; TW =65.7 EXIS77NG GRADE SWALE CONSTRUCT STEM - FF - Gaill WALL, TW =64.5 _PAID - 832 CONSTRUCT LANDSCAPED SWALE 7' Z U to � FG =63.7 I) II II iI-! }I II.......� 1 CONSTRUCT DEEPENED - FOOTING, FOOTING SHALL NOT SURCHARGE RETAINING WALL FOOTING SECTION B -B NOT TO SCALE 9.5' I O Z BMP AREA L FS =62.6 $. IrT 5.5' 9 LA -DASHED LINE REPRESENTS EXISTING GRADE CONSTRUCT CMU RETAINING WALL PER DETAIL 2 SHEET 6 APPO 2 64M2 7F =66.7 INSTALL WOOD FENCE; COMBINED WOOD FENCE AND MASONRY RETAINING WALL SHALL NOT EXCEED 6' TWMFG =63.5 �,- (FG =60.7) CONSTRUCT CMU RETAINING WALL PER DETAIL 2 SHEET 6 2 -012- •r eat r% * BIORETEN77ON ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP PER COUNTY OF SAN DIEGO LOW IMPACT DEVELOPMENT HANDBOOK: APPENDIX G - BIORETENTTON SOIL MEDIA (BSM) EXAMPLE SPECIFICATION. ** 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 6" BUT MAY BE DEEPENED TO INCREASE THE INFIL7RA71ON AND STORAGE ABILITY OF THE DETAIL. THE EFFEC77VE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORE7EN710N BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. ALL BIORETEN77ON PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE BIORETENTION BASIN DETAIL NOT TO SCALE R CONSTRUCT CMU 5' I CONSTRUCT 5" THICK PCC SWALE CONSTRUCT 5"\ THICK PCC SLAB FS =63.6 INSTALL WOOD FENCE; COMBINED WOOD FENCE AND MASONRY RETAINING WALL SHALL NOT EXCEED 6' (FG =60.6) CONSTRUCT DEEPENED) ` CONSTRUCT CMU FOOTING; FOOTING SHALL NOT RETAINING WALL SURCHARGE RETAINING WALL FOOTING PER DETAIL 2 SHEET 6 SECTION D -D NOT TO SCALE 3' 1.5' 1.5' 8.0% I " X 16" J \� PROPOSED 6" X 16" CURB PCC FLUSH CURB SE COURSE FILL OPENINGS IN PAVER 1/2 TO UNITS WITH 1/4" TO 3/8" AGGREG GGREGATE BA COURSE 2" BED COURSE LAYER E /2" TO 3" 1/4" TO " AGGREGATE GULAR ROCK VSCD TALLATION SHALL BE PER MANUFACTURER'S RECO NDATIONS. RON IS SHOWN FOR REFERENCE ONLY. PAVER SECTI IS REQUIRED IN IMPOSED LOADS OF NOT LESS THAN 75,000 LBS. r rnrinAl r r nnont a8__ +� � E -H Ne/ T•I/\ T 40' 8.0' 20' 20' EASEMENT 1104, 2M,- A--15 PUBLIC ROW 10.0' 1 10.0' 8.6' 1 3' 1 8.4' 3.01 5.0' VARIES VARIES VARIES e -' J 9 INSTALL 2 X 6 i y REDWOOD HEADER EXIS77NG AC 11� I l - ! -1 t 1 I -1 5' IMDE PAVEMENT TO - DG PATHWAY REMAIN �) TYPICAL WATER EXISIING 8" VCP METER LOCA71ON SEWER MAIN PER �" LWD W.O. 147 -8-66 •P28- Filf8H -2PlRB MNDi LONS1'�UG1�q WATER NG IN ACP WE TO CITY I,ICTA1 1 WATER MAIN PER „A „ r SDWD WO -66 -26 moo rA9 -- A k- 11 STREET Tur INSTALL " AC API wpllT T/1 rVIf.T,1A f\1 \T„� BERN SECTION F -F - W. LEUCADIA BLVD. NOT TO SCALE PEI PREPARED: 410812016 REVISED: 710512016 REVISED: 7 12812016 PLSA 2318 -r CONSTRUCT CMU R OF 0 Q ESS/ N DASHED LINE INSTALL SIORETEN77ON RETAINING WALL F� �R G LA!{�a� REPRESENTS BASIN PER DETAIL PER DETAIL 2 SHEET 6 o F A y y�, EXISTING GRADE THIS SHEET , I No 80356 m Exp. 12/31/16 SECTION C -C NOT TO SCALE IT CIV1� q� OF CA��F� PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway In, Ste A. Solana Beach, CA 92075 ph 858.259.8212 1 fr 858.259.4812 1 pleaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIBEDBY DRBAK ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. _CHETKC'LEDBY CITY of ENCINITAS SURVEY CONTROL POINT #1025. "ENC ", PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED �QO APPR SECTIONS AND DETAILS FOR: 2.5" BRASS DISC STAMPED -25 LS 7322 SET IN THE INTERSECTION OF SOUTH EL PORTAL STREET AND LA MESA AVENUE, 100 FEET NORTH ALONG HORIZONTAL -1"=10' /) 511_1% DATE: % 7. 6 R.C.E. N0. 80356 BY.' /✓r • All BY.° MASIH MAHER GLENN PRUIM BEACONS p �/ BEACONS BEACH HOMES 12810 -G - - _G^� R G LAWSON DATE THE SOUTHEASTERLY CURB LINE OF SOUTH EL PORTAL STREET. VERTICAL N� R.C.E. NO. 80356 - TYL R G LAWSON ELEVATION: 60.601' DATUM: NAVD88 EXP. 12 -31 -16 EXP. 12 -31 -16 1�Y/16 DATE: 9 2fi /16__ DATE: CASE NO: 15 -153 TPM /DR /CDP A.P.N. 256 - 012 -15 -00 SHEET 3 OF 7 - PREPARED: 410812016 REVISED: 710512016 REVISED: 7 12812016 PLSA 2318 -r GRAVEL BAG MI , B"T SLT FENCE PROTEC77ON PER PER DErAL C DiErAL 8 .... ..... x GS=7637—' - - - - - -.. ....... 17 x =98 C� v), N x GMVEL a4WO 7", ------ D" PEN OErAiL xA- .... ... "\j X �x x —x— ....... .. . Z Lmri Z I err C) cfiA BAG 0ECK + X, DETAL 6 Z I\ OmWL BAG C* Z Z Al PER 'x FS- 6774 . �` �„' i / WAL D, x --- --- xz W.4 Ho 77 7 x 20 30' --x 31' 40' 7' 41' 50' 91 j 51' 60' 10.5' Fe- 7 70I 12' > GS=67,67 7777777777\ \\\\\\N 7 �7 7 7 7 7 7 77777777 oil oil julim, Owl mw� May-- Va BAG OCECK DAM PER DErAtfil-- SLTFENCE DAM PER DETAL 8 FIERD. =74L C ET Lffr2 GRAVa BAG OOM fC s =64 43 DAM PM DEE El S=63.47 ----- — ----- - ------ ---------- T I GS=7637—' - - - - - -.. ....... 17 x =98 C� v), N x GMVEL a4WO 7", ------ D" PEN OErAiL xA- .... ... "\j X �x x —x— ....... .. . Z Lmri Z I err C) cfiA BAG 0ECK + X, DETAL 6 Z I\ OmWL BAG C* Z Z Al PER 'x FS- 6774 . �` �„' i / WAL D, x --- --- xz W.4 Ho 77 7 x SLTF0XE RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY 3" TO 6" COARSE AGGREI EXISTING GROUND 16'MIN. PLAN I PROVIDE APPROPRIATE TRANSITION\ BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY *LESSER DISTANCE ALLOWED WITH CITY INSPECTOR APPROVAL DETAIL A: CONSTRUCTION ENTRANCE NOT TO SCALE TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL B: GRAVEL BAGS NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CN) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. SCALE: 1"=10' 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. III FILTER FABRIC WIRE DETAIL C: SILT FENCE NOT TO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT CITY OF ENCINITAS SURVEY CONTROL POINT #1025. 2.5" BRASS DISC STAMPED "ENC-25 LS 7322", SET IN THE INTERSECTION OF SOUTH EL PORTAL STREET HORIZONTAL 1"=10' AND LA MESA AVENUE, 100 FEET NORTH ALONG TY R G LA WSON THE SOUTHEASTERLY CURB UNE OF SOUTH EL VERTICAL N4A R.C.E. NO. 80356 PORTAL STREET. ELEVATION. 60.601' DATUM. NAVD88 EXP. 12-31-16 8 WIN SPACING FOR VEHICLE ACCESS -L - DIRECTION OF STREET FLOW C] Q wx � SANDBAGS (TYP) 1. GRAVEL BAGS ARE REQUIRED. 2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GR40ES OF LESS THAN 4% SHALL BE AS SHOWN ON THESE PLANS, J. THIS STANDARD DETAIL SHALL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLAN SPACING OF RM OF M4VEIBAGS SLOPE OF STREET PAVED STREET UNPAVED STREET IOX OR MORE 25' 258 ] 18" HIGH MIN 9.9s TO 8% 50' :] I' HIGH MIN 50' (3 BAGS) Z92 TO 6% 75' (2 BAGS) 1 75' ' 59% TO 4% 100 100: (2 HIGH BA GSMIN ) 3.9Z OR LESS 100 1001 j1j0jFVjjM=W'AfN�N NOT TO SCALE ------ -------- FS=63,02 / DAM =DEZZ 87 SANDBAGS (TYP) I W=75% OF ROADBED WIDTH 8 MIN SPACING FOR VEHICLE ACCESS W x 20 30' 5' 31' 40' 7' 41' 50' 91 j 51' 60' 10.5' Fe- 7 70I 12' oil oil julim, Owl mw� May-- x SLTF0XE RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY 3" TO 6" COARSE AGGREI EXISTING GROUND 16'MIN. PLAN I PROVIDE APPROPRIATE TRANSITION\ BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY *LESSER DISTANCE ALLOWED WITH CITY INSPECTOR APPROVAL DETAIL A: CONSTRUCTION ENTRANCE NOT TO SCALE TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL B: GRAVEL BAGS NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CN) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. SCALE: 1"=10' 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. III FILTER FABRIC WIRE DETAIL C: SILT FENCE NOT TO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT CITY OF ENCINITAS SURVEY CONTROL POINT #1025. 2.5" BRASS DISC STAMPED "ENC-25 LS 7322", SET IN THE INTERSECTION OF SOUTH EL PORTAL STREET HORIZONTAL 1"=10' AND LA MESA AVENUE, 100 FEET NORTH ALONG TY R G LA WSON THE SOUTHEASTERLY CURB UNE OF SOUTH EL VERTICAL N4A R.C.E. NO. 80356 PORTAL STREET. ELEVATION. 60.601' DATUM. NAVD88 EXP. 12-31-16 8 WIN SPACING FOR VEHICLE ACCESS -L - DIRECTION OF STREET FLOW C] Q wx � SANDBAGS (TYP) 1. GRAVEL BAGS ARE REQUIRED. 2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GR40ES OF LESS THAN 4% SHALL BE AS SHOWN ON THESE PLANS, J. THIS STANDARD DETAIL SHALL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLAN SPACING OF RM OF M4VEIBAGS SLOPE OF STREET PAVED STREET UNPAVED STREET IOX OR MORE 25' 258 ] 18" HIGH MIN 9.9s TO 8% 50' :] I' HIGH MIN 50' (3 BAGS) Z92 TO 6% 75' (2 BAGS) 1 75' ' 59% TO 4% 100 100: (2 HIGH BA GSMIN ) 3.9Z OR LESS 100 1001 j1j0jFVjjM=W'AfN�N NOT TO SCALE ------ -------- FS=63,02 / DAM =DEZZ 87 SANDBAGS (TYP) I W=75% OF ROADBED WIDTH 8 MIN SPACING FOR VEHICLE ACCESS W x 20 30' 5' 31' 40' 7' 41' 50' 91 j 51' 60' 10.5' Fe- 7 70I 12' ENGINEERING DIVISION APPROV PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED /1/A J20 APPROV 1 DATE. -1 • I6 8 Y. .1'�l 13 Y. DATE -2, R.C.E. NO. 80356 MASIH MAAER -0LENN PRUIM - TIAP G LAWSON EXP. 12-31-16 EROSION CONTROL LEGEND PROPOSED CONSTRUCTION 7R-I ENTRANCE PER DETAIL A GRAVEL BAGS PER DETAIL B SE-4, SE-6, SE-10 SILT FENCE PER DETAIL C SE -1 TRENCH RESURFACING PER CITY STANDARD GS-24 DESILTING BASIN NOTE: BIORE7ENTION BASINS SHALL BE EXCAVATED AND USED AS DESIL71NG BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE SIORETEN77ON BASIN COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. 0*104* GRAPHIC SCALE 111=101 10 0 10 20 30 CITY OF ENCINITAS PUBLIC WORKS EROSION CONTROL PLAN FOR. BEACONS BEACH HOMES CASE NO: 15-153 TPM/bR/CDP PREPARED: 410812016 REVISED: 710512016 No. 80356 Exp. 12/31/16 DAIMC(ILARET SUITERI & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fx 858.259.4812 1 plounlineering.com DEPARTMENT DRAWING NO. 12810-G A.P.N. 256-012-15-00 SHEET 4 OF 7 REVISED: 712812016 PLEA 2318 8 GENERAL NOTES: I. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK AND THE DESIGNER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. IN NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE DRAWINGS. 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 3. NO PIPES OR DUCTS SHALL BE PLACED IN WALLS UNLESS SPECIFICALLY SHOWN OR NOTED ON STRUCTURAL DRAWINGS. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC., LNLE80 NOTED. 4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING UTILITY SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO BEGINNING OF EXCAVATION. 5. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE 2013 EDITION OF THE 'CALIFOFINIA BUILDING CODE'. b. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION AND INSTALLATION. 1. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING AND SUPPORT NECESSARY TO ACHIEVE THE FINISHED STRICTURE. FOUNDATION NOTES: I. MAXIMUM DESIGN SOIL PRESSURE: 25M Pep CONTINUOUS FOOTINGS: 25M Pep PAD FOOTINGS: 2000 PSF 2. SEE SOILS REPORT BY: GEOTECHINICAL EXPLORATION INC. PROJECT NO.: 15 -10ow DATED: MARCH 10, 2015 3. ALL FOOTINGS TO BE A MINIMUM OF: T1" BELOW NATURAL GRADE 21' BELOW FINISH GRADE 4. FINISH EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE WITH LOOSE MATERIAL REMOVED FROM EXCAVATION. 5. THE FOOTING EXCAVATIONS SHALL BE KEPT FREE FROM LOOSE MATERIAL AND STANDING WATER AND, BEFORE ANY FOOTING CONCRETE IS PLACED, SHALL BE CHECKED AND APPROVED BY A QUALIFIED GEOTECWNICAL E14GNEER TO INSURE COMPLIANCE WITH THE REQUIREMENTS. 6. SIDE O° FOUNDATION MAY BE POURED AGAINST STABLE EARTH (U.O.N.) 1. METHOD OF SUPPORTING REINFORCING PIPE SLEEVES MUST BE APPROVED BY THE STRUCTURAL ENGINEER S. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC., ENCOUNTERED DURING EXCAVATION AND BACKFILLING. S. CONTRACTOR TO BRACE OR PROTECT FROM LATERAL LOADS ALL RETAINING WALLS UNTIL ATTACWING FLOORS OR SLABS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STIENGTH,OR SHEATHED. 10. FOOTING BAOKPILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN MATERIAL, SYSTEM, COMPONENT AND I TYPE of SPEC. INVff. I INSPECTIOIN NOTES I WORK REQUIRED TO HAVE SPEC. INSP. CON7INUOLIB PERIODIC MASONRY (LEVEL V- AS MASONRY CONSTRUCTION BEGINS, THE 01 5 9199& NOMCnO CEMPAL NQM FOLLOWING SHALL BE VERIFIED TO STEEL NOTES: 1 19 1 21 1 23 ENSURE COMPLIANCE: 9 R0 91 X A. PROPORTIONS OF SITE - PREPARED BAR REINFORCEMENT SHALL BE: ASTM ASS GR 60 MORTAR DURING CONSTRCCTION ON THE TYRES OF WORK LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS. 2. THE 'CARBON EQUIVALENT' OF ANY REINFORCING TO BE WELDED S. CONSTR4 -TION OF MORTAR JOINTS THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE 1 24 X C. LOCATION OF REINF. SATISFACTION OF THE BUILDING OFFICIAL, FOR INACTION OF THE PARTICUAL TYPE OF CONSTRUCTION S4 X THE INFECTION PIOGRAIM SHALL VERIFY: OR OPERATION REQUIRING SPECIAL INSPECTION 1 12 WITHOUT PREHEATING. F THE CARBON EQUIVALENT EXCEEDS 0.551 NOTIFY THE STRUCTURAL 1 21 X A. SIZE AND LOCATION OF THE 1 81 STRUCTURAL ELEMENTS - ALLOWED FOR A. CARBON EQUIVALENT ABOVE 015. WELDING OF REINFORCING STEEL CHAPTER 11 OF: THE BUILDING CODE. SPECIAL INSPECTION IS IN ADDITION TO, NOT A X B. TYPE, SIZE AND LOCATION OF ANCHORS C. SPECIFIED SIZE, GRADE AND TYPE OF X REINFORCING E) OF I OR THE LOCATION OF THE WORK 18 SUCH THAT IT CANNOT BE OBSERVED PER THE STATEMENT OF INSPECTIONS 3. X D. WELDING OF REINF. E. PRETECTION O° MASONRY FROM HOT EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURE THAT THE IRS92UIfMD INSPECTIONS ARE PROVIDED. X OR COLD 4. THE SPECIAL INSPECTOR MUST BE CERTIFIED MY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES, IN THE 4. PRIOR TO GROUTING TWE FOLLOWING X SHALL BE VERIFIED: EXCEPTIONS: PRACTICE' LATEST EDITION. X A. GROUT SPACE IS CLEAN 5. B. PLACEMENT OF REINFORCING X C. PROPORTIONS OF SITE - PREPARED X GLUT C. WHEN THIS REQUIREMENT IS WAIVED BY THE BUILDING OFFICIAL D. CONSTRUCTION OF MORTAR JOINTS X GROUT PLACEMENT SHALL BE VERIFIED S. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR INSPECTION TO ENSURE COMPLIANCE WITH CODE AND X AGENCY AT LEAST ONE WORKING DAY PRIOR TO PE�O�°IING ANY WORK THAT REQUIRES SPECIAL CONSTRUCTION DOCUMENT PROVISIONS. INSPECTION. ALL WORK INSTALLED, PERSON MED, OR COVERED WITHOUT REQUIRED SPECIAL PREPARATION OF ANY REQUIRED GROUT INSPECTION IS SUBJECT TO REMOVAL OR EXPOSURE. SPECIMENS, MORTAR SPECIMENS AND /OR X PRISMS SHALL BE OBSERVED. 6. A PROPERTY OWNER'S FINAL REPORT FORM FOR NOW, REQUIRED TO HAVE SPECIAL INSPECTIONS, COMPLIANCE WITH REQUIRED INSPECTION AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S PROVISIONS OF THE CONSTRUCTION X DOCUMENTS AND THE APPROVED INSPECTION SERVICES DIVISION. SUBMITTALS SHALL BE VERIFIED. 1. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE LOCAL JURISDICTION, MASONRY FOUNDATION WALLS CONSTRUCTED IN ACCORDANCE WITH 1. NOT REQUIRED TABLE 1805.5(1), 1805.5(2), 1W5.5(3) OR 1805.5(4). SOILS: VERIFY MATERIAL BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN X BEARING CAPACITY VERIFY EXCAVATIONS AIE EXTENDED TO STEM STEM PROPER DEPTH AND HAVE REACHED X PROPER MATERIAL PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. PERFORM CLASSIFICATION AND TESTING L K OF CONTROLLED FILL MATERIALS S. WHERE MATERIALS O' ASSEMBLIES ARE REQUIRED BY THE BUILDING CODE TO BE LABELED, SUCH X C.M.U. VERIFY USE OF PROPER MATERIALS, "' V DENSITIES AND LIFT TWICKNEW ES DURING X WALL PLACEMENT AND COMPACTION OF JURISDICTION IN ACCORDANCE WITH SECTION 1103. PRODUCTS AND MATERIALS TO BE LABELED SHALL CONTROLLED FILL MR BEND EMBED b 4db PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUSGRAAE AND VERIFY X BE TESTED, INSPECTED AND LABELED IN ACCORDANCE WITW THE PROCEDURES SET FORTW IN THAT SITE HAS BEEN PREPARED PER SCH, db PROPERLY 90 BEND OFFSET HOOK 6 �\ W bALl, of)50t% +11p,UVS PRf1ARGb 1'3Y oa_ � (MIND J db. DIAMETER OF BAR 'CV' _ I G�GLDOER 7.1' & $ WV Ff&e LA" &.lSlMesutK dV, R • 3d b FOR v2 To 5 R • 4d b FOR f9 TO Nt TYPICAL SAR 5END (CONC. AND MAO.) T -0' MIN.N.O.N.) 2' -0' MIN.N.O.N.) PER SCH. -OON PER SCW. �1 4ftMAS. OR 4ftMAS. u MN. LAYERS, FLOODING WILL NOT BE PERRIMITTED.IU.O.N.) 01 5 9199& NOMCnO CEMPAL NQM REINFORCING STEEL NOTES: 1 19 1 21 1 23 I. THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING 9 R0 91 AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION 1. BAR REINFORCEMENT SHALL BE: ASTM ASS GR 60 • s DURING CONSTRCCTION ON THE TYRES OF WORK LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS. 2. THE 'CARBON EQUIVALENT' OF ANY REINFORCING TO BE WELDED 1 3/0 THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE 1 24 SHALL BE DETERMINED BY A TESTING LAB. F THE 'CARBON EQUIVALENT° 36 SATISFACTION OF THE BUILDING OFFICIAL, FOR INACTION OF THE PARTICUAL TYPE OF CONSTRUCTION S4 (C.E.) IS LESS THAT 0.55, THEN THE REINFORCING STEEL MAY BE WELDED 66 OR OPERATION REQUIRING SPECIAL INSPECTION 1 12 WITHOUT PREHEATING. F THE CARBON EQUIVALENT EXCEEDS 0.551 NOTIFY THE STRUCTURAL 1 21 1 43 1 54 ENGINEER FOR THE PREHEATING REQUIREMENTS. WELDING WILL NOT BE 1 81 2. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY - ALLOWED FOR A. CARBON EQUIVALENT ABOVE 015. WELDING OF REINFORCING STEEL CHAPTER 11 OF: THE BUILDING CODE. SPECIAL INSPECTION IS IN ADDITION TO, NOT A SHALL BE IN ACCORDANCE WITH UBC STANDARD NO. 19 -2. WELDED WIRE FABRIC SHALL SUBSTITUE FOR INSPECTION REQUIRED TO BE PEIIORMED BY A CITY BUILDING INSPECTOR CONFORM TO ASTM AIDS AND SHALL BE LAPPED 12 INCHES MINIMUM. E10XX ELECTRODES SHALL BE USED IN WELDING GRADE 40 IMBAR. 3. WHEN MORE THAN ONE CATEGORY OF WORK REQUIRING SPECIAL INSPECTION IS PERFORMED SIMULTANEOUSLY, E90XX ELECTRODES SHALL BE USED IN WELDING GRADE 60 REBAR. E) OF I OR THE LOCATION OF THE WORK 18 SUCH THAT IT CANNOT BE OBSERVED PER THE STATEMENT OF INSPECTIONS 3. VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE AND SECTION 1105 O° THE BUILDING CODE, IT SHALL BE THE AGENCY'S RESPONSIBILITY TO CENTER OF WALL (U.O.N.) AND SHALL BE TIED IN POSITION AT TOP AND EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURE THAT THE IRS92UIfMD INSPECTIONS ARE PROVIDED. BOTTOM AND AT INTERVALS PER CHAPTERS 19 AND 21 OF THE 1991 UBC. 4. THE SPECIAL INSPECTOR MUST BE CERTIFIED MY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES, IN THE 4. REINFORCING DETAILING AND PLACING SHALL BE IN ACCORDANCE WITH CATEGORY O= WORK REQUIRED TO HAVE SPECIAL INSPECTION. THE CONCRETE REINFORCING STEEL INSTITUTE 'MANUAL OF STANDARD EXCEPTIONS: PRACTICE' LATEST EDITION. A. SOILS INSPECTION SHALL BE PROVIDED BY THE GEOTECHNICAL ENGINEER OF RECORD 5. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL B. SMOKE CONTROL SYSTEM INSPECTIONS SHALL BE PERMED BY MECHANICAL ENGINEER OF RECORD BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. . REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWIN FOLLOWING C. WHEN THIS REQUIREMENT IS WAIVED BY THE BUILDING OFFICIAL AMOUNTS CONCRETE COVER: FOOTINGS (GONG. DEPOSITED AGAINST G S. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR INSPECTION MART........... E CONIC. SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER AGENCY AT LEAST ONE WORKING DAY PRIOR TO PE�O�°IING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK INSTALLED, PERSON MED, OR COVERED WITHOUT REQUIRED SPECIAL "b THROUGH 0I8 BARS :........................... .............................2' INSPECTION IS SUBJECT TO REMOVAL OR EXPOSURE. 5 4 SMALLER: .................................... ..............................1 1/2' CONC. NOT EXPOSED TO EARTH OR WEATHER: 6. A PROPERTY OWNER'S FINAL REPORT FORM FOR NOW, REQUIRED TO HAVE SPECIAL INSPECTIONS, SLABS, WALLS 4 JOIST: AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S 014 4 *IB BARS :.................................... ..............................1 1/2' AGENT OF RECORD. ARCHITECT OF RECORD OR, ENGINEER OF RECORD AND SUBMITTED TO THE MI BAR 4 SMALLER: .......................... ............................... 3/4' INSPECTION SERVICES DIVISION. BEAMS, COLUMNS : 1. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE LOCAL JURISDICTION, PRIMARY REINFORCEMENT TIES STIRRUPS, SPIRALS:I 1/2' DEVELOPMENT SERVICES, FOR TESTING MATERIALS, SYSTEMS, COMPONENTS AND, EQUIPMENTS. 1. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION 4 INSTALLATION. 8. FABRICATOR MUST BE REGISTERED AND APPROVED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES FOR THE FABRICATIONS OF MEMBERS AND ASSEMBLIES ON THE PREMISES Or THE FABRICATOR'S SHOP. FABRICATOR SHALL SUBMIT AN 'APPLICATION TO PERFORM OFF -SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO COMMENCEMENT OF FABRICATION, FABRICATOR SHALL SUBMIT A STEM STEM 'CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. L K S. WHERE MATERIALS O' ASSEMBLIES ARE REQUIRED BY THE BUILDING CODE TO BE LABELED, SUCH C.M.U. "' V MATERIALS AND ASSEMBLIES SHALL BE LABELED BY AN AGENCY APPROVED BY LOCAL WALL JURISDICTION IN ACCORDANCE WITH SECTION 1103. PRODUCTS AND MATERIALS TO BE LABELED SHALL MR BEND EMBED b 4db BE TESTED, INSPECTED AND LABELED IN ACCORDANCE WITW THE PROCEDURES SET FORTW IN db PER SCH, db SECTIONS 1103.5.1 THROUGH 1103.5.3. nn� " R R db (i 10. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE R R ~ COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION O° THE APPROVING MUNICIPALITY db MIN. HOOK EMBED Z z F 3?6cot� lA2sftGrlO.v f rb RT PRcPAtQ UY LAP PER SCH. PER SCH. F 4 htK AAWD AANV 40 6 /'ZoL7 A^,;b SAMPAN(, TTP V.0' 90 BEND OFFSET HOOK 6 �\ W bALl, of)50t% +11p,UVS PRf1ARGb 1'3Y oa_ � (MIND J db. DIAMETER OF BAR 'CV' _ I G�GLDOER 7.1' & $ WV Ff&e LA" &.lSlMesutK dV, R • 3d b FOR v2 To 5 R • 4d b FOR f9 TO Nt TYPICAL SAR 5END (CONC. AND MAO.) T -0' MIN.N.O.N.) 2' -0' MIN.N.O.N.) PER SCH. -OON PER SCW. �1 4ftMAS. OR 4ftMAS. u MN. MINIMUM REW< M BENOMOOK EMBEDMENT REQUIREMENTS BAR SIZE 04 5 % 01 5 BAR SIZE 1 3 EMBED. (INCH) 1 6 10 1 12 I 15 M 1 19 1 21 1 23 01 5 9 R0 91 BAR DIAM.( INCH) 3/8 1/2 5/S • s 1/S 1 1 V8 I I/4 1 3/0 MAO. LAP /ANHORAGE (INCH) 1 18 1 24 MINIMUM REW< M BENOMOOK EMBEDMENT REQUIREMENTS BAR SIZE 04 5 % 01 5 BAR SIZE 1 3 EMBED. (INCH) 1 6 10 1 12 I 15 M 1 19 1 21 1 23 BAR DIAMETER AND MINIMUM LAP OPLICWANC 40RAGE LENGTHS / FENCE BAR SIZE 1 3 1 04 1 5 1 % 01 5 9 R0 91 BAR DIAM.( INCH) 3/8 1/2 5/S 3/4 1/S 1 1 V8 I I/4 1 3/0 MAO. LAP /ANHORAGE (INCH) 1 18 1 24 1 30 36 42 48 S4 60 66 CONC. LAP /ANHORAGR (INCH) 1 10 1 12 1 23 1 21 1 43 1 54 1 bb 1 81 1 91 11/2 DNA. OR I 1/25 MIN. GL. *: MIN., FTC. DEPTH . (BEND EMBED + 31) FOR PARALLEL BARS * *: SEE SCHEDULE ABOVE FOR MIN. REINFORCING TYPICAL SPLICE B END /WOOK EMBEDMENT REQUIREMENTS REINF. EAR BEND, SPLICE AND ANCHORAGE DETAIL �I LAP PER SCH. 1' -6' (MAX.) CONCRETE NOTES: MASONRY NOTES: 1. C04CPETE IN ALL WOPEC SHALL HAVE THE FOLLOWING ULTIMATE 1. CONCRETE MASONRY WALLS SHALL HAVE A MINIMUM 28 DAY =MPRESSIVE STRENGTH AT 28 DAYS EXCEPT AS MODIFIED BY THESE NOTES: OOMLESSIVE STRENGTH OF f'm - IBM PSI. COMPRESSIVE STflENGTW O° A. SLAB ON GRADE (IMO SP. INSP.) PSI MASONRY MUST BE VERIFIED BY PRISM TESTING PRIOR TO AND DURING iv CONSTRUCTION AS SPECIFIED IN U5C SECTION 2105 IF f'm EXCEEDS 1500 PSI B. FOOTINS -6 29M PSI OR IF SPECIAL INSPECTION 15 SPECIFIED ON THE DRAWINGS. 2 -04(H) CONT. _ C WALLS flat 2. CONCRETE MASONRY UNITS WALL BE MINIMUM MEDIUM WEIGHT UNITS TYP. (U.O.N.) CONFORMING TO ASTM C 90, TYRE 1, WITH MAX LINEAR SHRINKAGE O° D. POST TENSION SLAB PSI 0,06% (1900 PSI MINIMUM). E. GRADE BEAMS (GB'S) PSI 3. MORTAR 91491441.1. A4. BE TYPE 'S' OR 'RS', CONFORMING TO UBC TABLE 21 -A H) • 32' MAX. (MNIMWM ISM PSI AT 28 DAYS), AND TO ASTM C1142. i 0 (U O.N.) F. CAISSONS PSI • an G.M.U. 4. ALL GROUT WALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 20M 2. LIGHT WEIGHT CONCRETE $WALL BE AIR ENTRAINED AND HAVE A DENSITY PSI AT 28 DAYS. GROUT SHALL BE PROPORTIONED PER UBC TABLE 21 -8 RANGE O= 115 PCP MAXIMUM AND 100 PCP MINIMUM. AND WITH SUFFICIENT WATER FOR POURING WITHOUT SEGREGATION OF GROUT 3. COMPRESSIVE STRENGTH TEST IMPORTS SWALL Be SUBMITTED TO THE CONSTITUENTS. °4(H) CONT. • - FIRST RSE ENGINEER WHEN CONCRETE REQUIRES SPECIAL INSVECTION.(SPEC. INSP. WILL S. ALL CELLS CONTANING REINFORCING STEEL OR EMBEDDED ITEMS AND 2-WW) CONONT. ME REQUIRED FOR ALL CCINC. W/F'C GRATER THAN 2500 PSI.) ALL CELLS IN IETANING WALLS AND WALLS BELOW GRADE SHALL BE -TYP N.O.NJ 0 EA. 4. CEMENT WALL CONFORM TO ASTM C -150, TYPE I OR I T II. SOLID GROWTW UNLESS OTHERWISE NOTED ON PLANS. STEM TI-K. CHANGE -TYP. D. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL COtkMRM TO ASTM 6. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR A C -33. AW4EGATE FOR LIGHT 104EICS44T CONCRETE SHALL CoNiFORM TO LINTEL BEAM UNITS. C 6. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED N ACCORDANCE 1. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER. HORIZONTAL L WITH ASTM G- 94 -81. CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1. ADMIXTURES MAY BE USED WITH THE PRIOR APPROVAL OF THE ENGINEER. 1 On BELOW TOP OF THE UPPERMOST UNIT. Q_ ADMIXTURE (COMPLYING WITH ASTM A494) USED TO INCREASE THE S. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT• UNITS. Q WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE S. PROVIDE INSPECTION AND CLEANOUT HOLES AT BASE OF VERTICAL CELLS Q SPECIFIED MINIMUM CEMENT CONTENT. (CALCIUM CHLORIDE SHALL NOT BE USED). HAVING GROUT LIFTS IN EXCESS O= 4'•0' O= HEIGHT. B S. WATER SHALL BE CLAN, FREE FROM DELETERIOUS AMOUNT OF ACIDS, 10. ALL GROUT WALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. ALKALIS OR ORSANIC MATERIALS. 11. ANCHOR BOLTS MUST BE SET WITH TEMPLATES AND HELD IN PLACE PRIOR 9. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, S, TO GROUTING. PROVIDE AT LEAST ONE INCH OF GROUT BETWEEN ANCHOR *4(H) • 24" MAX. ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE CAST NTO CONCRETE AND BOLT AND MASONRY. W./ ./ I 2C.M.U. • EM FOR EXTENT OF DEPRESSIONS, CURBS, AND RAMPS. W./ 16' G.M.U. STEM 12. A 2x4 MORTAR KEY SHALL BE INCLUDED AT MASONRYiFOOTING INTERFACE 10. DOWELS BETWEEN FOOTNSW AND WALLS SHALL BE THE SAME SIZE, GRADE UNLESS FIRST COURSE O° BLOCK IS SET IN FRESH CONCRETE. AND SPACING AS VERTICAL WALL IMINFO M. (U.O.N•). II. SLUMPS: THE MAXIMUM SLUMP SHALL NOT EXCEED 4' FOR FOOTINGS, _ SLABS ON EARTH AND MASS CONCRETE AND 5" FOR OTHER CONCRETE. DURING TEMPERATURES ABOVE 80 F, MAXIMUM O° 6" SLUM IS PERMISSIBLE SLOPED WE PER GRADING ' /si I PROVIDED THE MIX DESIGN 18 REVISED ACCORDINGLY BY THE TESTING PLAN CST OTHER'ab) LABORATORY. MEASURE SLUMP IN ACCORDANCE WITH TIETHOO O= TEST FOR WHERE OCCURS BAR 2 SLUM' OF PORTLAND CEMENT CONCRETE ASTM CI43. �s a 12. NO SLEEVES OR CHASES SHALL BE PLACED IN BEAMS, SLABS OR WALLS 2:1 MAX. ® i 04 CONT•6 EXCEPT AS SHOWN ON PLANS. CONTRACTOR SWAL L OBTAIN PRIOR APPROVAL ®® m FIRST COURSE FOR INSTALLATION OF ANY ADDITIONAL. SLEEVES OR CWASES. NO CONDUIT ®®® - SHALL BE PLACED IN THE CONCRETE TOPPING OVER STEEL DECKING. A° _ 13. SLEEVE PLUMBING OPENINGS IN CONCRETE WALLS AND SLABS BEFORE ° ®® w PLACING CONCRETE. BEND IENFOCEMENT AROUND SLEEVES. NOTES 14. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE l MASONRY FORMED WITH A In CHAMFER. 10' -0' MN. TO DAYLIGHT X 15. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BEFORE VERIFY W./ SOILS mr%;Yw FABRICATION AND INSTALLATION. 3' 16. IN THE EVENT O' AN UNINTENTIONAL COLD JOINT, THE C04TRACTOR 614ALL F;SMOYP CLR ALL LAITENCE AND DELITRIOUS MATERIAL TO PROVIDE A SOUND,GLEAN,ROLGH SURFACE AND USE A BONDING AGENT THAT PRODUCES A HIGHER STRENGTH JOINT THAN THE CONCRETE USED - PC + 29% MINIMUM. � 11. CONCRETE COVER SHALL BE N ACCORDANCE WITH SECTION 1.1 O= ACI 318, 18, DO NOT DISPLACE REBAR FROI`7 THEIR INTENDED POSITIONS KEY PER TYP. SECTIOt 12° MIN. WIDTH (U.O.N.) DURING CONCRETING. C WALL PER PLAN 1� (MN) (MIN) SAME PROFILE AS STEPPM FOOTING WINE APPI-ICAS.E. RE I F. TYPICAL WALL SECTIONS) FOR IMF. . COMET' FOOTING SIZE 4 REINF. RETAINING S DETAIL THIS SWEET. TYP. STEPPED FOOTING ..r■ �o,r _r. *4 CONT-----" LOCATE 5 (Y) EA. FACE EA. SIDE -TYP. Bm METAL "VdRAIL/CkAN LINO FENCE x42' POST • 4 OF WALL W FENCE • 5'-4' O.G. MAX TOP OF All �I"a WALL un 2 -04 CONK. PER TTP. WALL Si =CN ti x 43' 05 (V) LOCATE • V FROM F-A. SIDE OF Pm K 17�.� IR NAND RAIL / FENCE PLACEMENT FOR ALL OTHER REINF. REF. TO TYP WALL SECTIONS MN. LAP. PER 9GH. 124MMIN) MIEN. L_A�P. 1 SG4. (24• 11A imA MIN. LAP. S .14. (241 ML.-U.. TYPICAL TYPICAL TYPICAL CORNER NTMOR CORNER INTERIOR DOUBLE LATER REINFORCINGG SINGLE LAYER REINFORCING WORK THIS SECTION WITH °REINF. BAR BEND, SPLICE AND ANCHORAGE DETAIL' TYPICAL REINF. AT INTERSECTION ALL FUTURE FOUNDATIONS (BY OTHERS) -1 TO BE DEEPENED AS NECESSARY FOR 1:1 LINE EXTENDING DOMPIWARDS FROM TOE OF FOOTING TO AVOID MASONRY STEM 21/4 CLR. / On C.M.U. -TYP (U.O.N.). / U / I / 2 1/2' CLR. • 12' 1� 4 3' CLR 16' C.M.U. -TYP. j BAR LAPS ASV. 4 BELOW SHALL NOT COINCIDE AT THE SAME SECTION Z_ 2 1/2' CLR • 12' 4 E 3' CLR. in 16' / a CMU / C j BAR I / E FOUND. DWL. .4 / WATERPROOF, DRAINAGE / 4 BACKFILL PER SOILS ffa-RE PORT REQUIREMENTS -NO HEAVY EQUIPMENT ALLOWED r d A . REINF. PER 3' 4 TYP. SECTION a GLR. a a 4 * P WALL FOOTING PER TYP. SECTION ADD'L BARS AT FOUNDATION STEPS ** LEGEND: & CONTRACTOR HAS THE OPTION OF EXTENDING "BAR In TO TOP OF G.M.U. SECTION WITHOUT PROVIDING "BAR 2'. * *: CONTRACTOR TO PROVIDE ADDITIONAL *4 • 16' MAX. INCLINED BARS AT BOTTOM OF FOOTING ONLY WITHIN WALL FOUNDATION STEPS EXTENDING 2' MIN. HORIZONTAL EACH WAY AWAY FROM STEPS. REFER TO "TYPICAL STEPPED FOOTING DETAIL" THIS SHEET. NOTES: 1. FOR ACTUAL CONFIGURATION OF WALL FOUNDATION, FOUNDATION REINFORCEMENT, STEM LOCATION AND REINFORCEMENT REFER TO TYPICAL WALL SECTION(S). 2. ALL BAR ANCHORAGE/LAP SPLICES, HOOKS 4 MIN. STEM HT. REGIS. TO ALSO CONFORM TO TYPICAL 'REINF. BAR BEND, SPLICE 4 ANCHORAGE DETAIL' THIS SHEET. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE APPLICABILITY OF THE GUIDELINES PROVIDED IN THIS DETAIL TO ACTUAL FIELD CONDITIONS. 4. CONTRACTOR TO LOWER WALL FOUNDATION PROFILE AS NECESSARY TO MEET 'MINIMUM DISTANCE TO DAYLIGHT" REQUIREMENT PER SOILS REPORT. S. REINFORCEMENT LABELS USED IN THIS DETAIL (1.s. 'BAR I ") ARE FOR REFERENCE ONLY. SEE DESIGN DETAILS FOR ACTUAL SIZE AND SPACING. GENERAL CONST. REQUIREMENTS OF MAS. RETAINING WALLS SCAED. EPDXY DIP ONE END IN GREASE 04 MIN. X 40" LONG (14) REINF. PER TYP. SECTION OR SLEEVE FOR BOND STAINLESS SMAK OR GALVANIZED SMOOTH BARS MATCH (W) WALL RENF. SPACING. DIP ONE END INGREASE PRIOR TO KAUL VIEFIT am I" MIN. :. EWAT45M CAP REPCX COATFD FULL MEOW FILL MAY A. STAMLESS OZ E 001N BBm EXPANSION JOINT DETAIL (PLAN VIEW) iia , p A DISWNTH E BOND BEAM FEW. 4 FRDVIDE DEEP RAIN crru cuNTROL JOINT--- APPLY tv 40' MAX. U OF MASONRY AND CONIC. WALLS 2 REVISIONS AMOROVEC DATE REFERENCES DATE BENCHMAR< SCALE AS SU t DESIGNIEDBYY DRAWN BY BY ENGINEERING DIVISION APPROVALS CITI' OF ENCINITAS PUBLIC WORKS DEPARTMENT DRANING NO AL-wi L u / CITY O' ENCINITAS SURVEY CONTROL PONT *1025. 2.5" BRASS DISC STAMPED 'ENC -25 LS 1322', SET IN THE INTERSECTION OF SOUTH EL PORTAL STREET AND LA MESA AVENUE, 100 FEET NORTH ALONG THE SOUTHEASTERLY CURB LINE OF SOUTH EL PORTAL STREET. ELEVATION: 60.601' DATum. NI4YD8e NORIZONTAL N/A VERTICAL N/A PLAN$ PREPARED UNDER Th/E SUPERVISION OF DATE: RECOMMENDED APP7?Z070ED f Hl : MASII.1 rwAr c�.Enw PRU/M DATE: ii 2G it d DATE: O // d BEACONS BEACH HOMES CAST= NO: 15 -193 TPM/DR/CDP PREP,4Rg0: 410812016 A.P.N. 256 - 012 -19 -00 12810 -G - E) OF I I RETAINING WALL SCHEDULE H MAX REt. HEIGHT FOOTING WIDTH 'A' KEY DEPTH g' VERTICAL WALL REINFORCEMENT Cl KEY REINFORCEMENT 'D' 0' - 1' -11" i' -9" - *4 16" O.C. - 21-011- 3111" 2' -9" 0' -6" *4 g 16" O.C. - 4' -0" - 5' -11" 4' -0" 1' -3" *4 is 16" O.C. *4 *1 8" OR % 6 16" 6' -0" - 6' -8" 4' -6" 1' -6" "5 Q 8" O.C. *4 g V OR % 6 16" 6' -8" - 1' -4" 5' -0" i' -9" 05 m 8" O.C. *4 ID 8" OR % tv 16" RETAINING WALL SCHEDULE H MAX RET. HEIGHT FOOTING WIDTH 'A' WALL REINF. B' 0' - 11 -1111 2' -0" *4 6 16" O.C. 2' -0" - 4' -0" 2' -6" *4 m 1(o" O.C. ff "- II llll_"' FOR WALLS CL05ER THAN 4FT WALL PER REF. d r/ WALL PER G` ITI-1 I I`I 11-` "" ' � I -1 11-1 I I� I i � I I� VARIES 0' -0" t0 41 -0" 1 PER CIVIL PLANS ,' � 1 LOWER 5077. OF FTG. AS NECE55ARY GUARDRAIL POST 5Y FOR IMMAGINARY 45 OTHERS (WHERE REQr).) DEG. (1:1) LINE EXTENDING FROM TOE GUARDRAIL POST BY ADDITIONAL REINF. ,' A50VE TO M155 FOOTING STEM OTHERS (WHERE READ.) GUARDRAIL POST OF LOWER WALL 'I PROPERTY PROPERTY LINE � i PER LINE 5 ADDITIONAL REINF. (WHERE REQ m GUARD RAIL POST I 'D) - I PER ii it 5 i i i NO SURCHARGE (I.e. 5LDG. FTG.S WITHIN OR VEHICLES) ALLOWED WITHIN 5' -0" OF WALL 2 - *4 (H) 1 8 CMU -SOL GROUT n W/ (V) REINF. AS *4 (V) a I6" O.C. Ill�lllll Ill- SHOWN 4 *4 (H) IIII�lllll Ill- WHEN WALLS ARE WITHIN OR CONt FDA DOWEL I !- m 32" O.C. ' -0" OF EACH OCHER JOIN WALL PER 4 TO 70P OF WALL FOOTING AS SHOWN ,i 214 n ? 21/4 n CLR. CLR, 8" CMU SOLD GROUT WATERPROOFING W/ (V) REINF. AS I �i- WATERPROOFING di ��- -- 5Y OTHERS SHOWN 4 *4 (H) 5Y OTHERS a AS REQ'D I 32" O.C. I AS REQ'D 4 O I X 1: u- 24" MIN. LAP *4 (H) a BACKFILL tr 1 30" MIN LAP g S (V) 4 DRAINAGE 6l 24" MIN. LAP 6 *4 (H) I ';; 4 36" MIN. LAP tv (V) PER SOILS REPORT _ 30" MIN LAP o *5 (Y) 4 CIVIL PLANS III- III = III ="' 4 36" MIN. LAP tv % (Y) l i' o D 6" lA I *4 24" O.C. ( *4 24" MIA U.O.N.) 0' -0" 4 I T45 (NO HEEL) 1 1 =1 I -IIII I-1 WALL PER z 6' 4 DRAINAGE a; 12" MIN. ( *4 16" O.C. PER SOILS REPORT - • 4 CIVIL PLANS C � In' U ca 311 A CLR. *4 a 24" O.C. 6" 15" 4 TOT. FOOTING WIDTH = RO SS /O ADD W/ *4 (H) 0 24" (T48) PER S1 A A 2 CHD. FOR ASSOCIATED ATED eq m RETAINED HEIGHTS Hl 41-12 No. 1 a FHTK STRUCTURAL ENGINEERS, LLP * E 'es * 14288 Danielson Street • Suite 0200 • Poway, CA 92064 -8819 SECTION APPLIES TO WALLS 06/30/77 858) 679 -8989 VWW HTKSECOM Fax (858) 679 8959 WITH 6' -0" OR LESS RET HEIGHT rlF FIVCP� PATE: 8- 12.40,6 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED BY DRAWN BY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. l c .1: (M CITY of ENCINITAS SURVEY CONTROL POINT #1025. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED VILT 1%/## IN BRASS DISC STAMPED SOUTH EL LS AL 7322", ST SET t 2018 BY: BY' A/, �' !/ - 12810 —G IN THE INTERSECTION OF SOUTH EL PORTAL STREET HORIZONTAL 1"=l'-() [ DATE: i. q!/i,� AND LA MESA AVENUE, 100 FEET NORTH ALONG DATE MASIH MAHER r'pir GLENN Ii BEACONS BEACH HOMES THE SOUTHEASTERLY CURB LINE OF SOUTH EL PORTAL STREET. VERTICAL NIA CASE NO: 15 -153 TPM /DR/CDP ELEVATION: 60.601' DATUM: NAVD66 DATE: DATE: PREPARED: 410812016 A.P.N. 256 - 012 -15 -00 6AOF 7 E f P/L14 1_1 AI I P1 'LIP IV Vd{ I ILI'9V I FIO W/% f V) EA CORNER d 03 TIES ® Sn REF ¢ vlw ✓` L.II I PER PLAN 2 i /All Nw111.1 I Ain PARTIAL PLAN a 510 RETENTION 5A5IN SCALE= 1/4" =V -0 K] 3' -0" MIN LAP PLAN VIEW QQ INDICATES 1:1 IMAGINARY LINE EXTENDING FROM EDGE OF FOOTING TO MISS BIO RETENTION BASIN. LOWER FOOTING AS NECESSARY 'I ( rc; :I BIO RETENTION BASIN PER CIVIL PLANS PLAN VIEW m '�_ �` ,� e� I ;' REVISIONS APPROVE DATE REFERENCES DATE BENeI -IMARK SeALE: AS BUILT oee BY PRAWBY c acEDer ENGINEERING DIVISION APPROVALS CITY OF ENCINIT,48 PUBLIC WORKS DEPARTMENT DRAIAIING NO, vivr H he CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECC"7M1 ENDE APPRO E® +4025. 2.5" BRASS DISC STAMPED "ENC -25 LS ,,// i322 ", SET IN THE INTERSECTION OF SOUTH EL HORIZONTAL 111 =1' -0" e.- —7' � DATE: B r: . �- ter: pC q /t/�A �c ®C A ]� ]� /cam+ 12 10 —G PORTAL STREET AND LA MESA AVENUE, 100 FEET DATE MIH P9AHER GLENN PRJIM pC/yV`/1 �/v7 pCf !Cj 7 ► 7 ®IMCa7 NORTH ALOWs THE SOUTHEASTERLY CURB LINE OF SOUTH EL PORTAL STREET. VERTICAL N/A CASE NO: 15 -153 TPh1/DR/r'0P ELEVATION: 60.601' DATUM: NAVDW DATE: 9/26 /Ib DATE: 1011111,6 PREPARED: 410012016 A.P.N. 256 - 012 -15 -00 1 OF 7 r