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2016-12810 G (Plans)RIGHT OF 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 LOCA77ON 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 U71LI77ES WITHIN THE PROJECT SHALL BE INSTALLED UNDERGROUND INCLUDING EXISTING UTILITIES UNLESS EXEMPT BY THE MUNICIPAL CODE. GENERAL NOTES 1. ALL WORK SHALL BE DONE W ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT 777LED "REPORT OF PRELIMINARY GE07ECHNICAL INVESTIGATION, RINCON RESIDEN77AL PROJECT, 141 W. LEUCADIA BOULEVARD" PREPARED BY GEOTECHNICAL EXPLORATION INC. DATED MARCH 10, 2015. ALL GRADING SHALL BE DONE IN ACCORDANCE K17H 7HE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION MTHIN PUBLIC RIGHT -OF- WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNC77ON K1774 IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7E GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPER77ES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 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. FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BELTWE�iN fiHEiHOURS OF 5.30 P.M. AND 7 :30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERA7IONS SHALL COMMENCE UN77L A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSI7E WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEE77NG SHALL BE SCHEDULED W1714 THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTON SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE K17H REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLE7ION 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 SUBSTAN71AL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER *10 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 EXCAVA71ON 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 OBSERVA77ONS 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 PROPER71ES OR FINISHED WORK ON THE S17E AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UN77L SUCH 77ME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE K17H SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SM0077q 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 07HER 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 KITH THE GRADING ORDINANCE 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE 714E AREAS THAT HAVE BEEN CLEARED K17H 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 KITH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CiTY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND U77LITY 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 U71LI77ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE CONTRACTOR iS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PROTECT ANY EXIS77NG U77U77ES OR STRUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID U71LITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCA71ON OF UTIUVES AND N077FICATiON 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 Z CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE. (760) - 633 -2770. J. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTION. PHONE: (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJEC71ON 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 SI7F ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATiSFAC71ON OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL AD0177ONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. Z 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 07HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 1. FOR STORM WATER POLLU71ON CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLEC71ON AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLU77ON CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. J. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP,4MP 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 IMPIBMP AREA OR HAVE AN07HER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP BMP FACIU71ES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. Z THE INSTALLA77ON 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 FITTED TO COMPLY KITH STORM WATER BEST MANAGEMENT PRAC77CE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUS71BLE 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 DUMPS7ER 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 DILI 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 EXIS71NG MAN MADE SLOPES). 2. : THE MAXIMUM VER77CAL DEPTH OF CUT IS 7 FT AND THE MAXIMUM VER71CAL 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 Ul FILL S F. EARTHWORK DATA: 1,170 CUBIC YARDS EXCAVA77ON (CUT) 150 CUBIC YARDS EMBANKMENT (FILL) 1,020 CUBIC YARDS EXPORT 1,080 CUBIC YARDS REMEDIAL * ESTIMATE DOES NOT INCLUDE SIRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVAIION, IF REQUIRED BY SITE COND177ONS CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES 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 VERIFCA7ION BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT " CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER BODY. CONTRACTOR SHALL POST A SIGN DESIGNA71NG THE WASHOUT LOCA710N. CONSTRUCTION SITE 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 A AY ROM GUTTERS AND STORMORAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL E� MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PR07ECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MA ADEQUATE GROUND COVER VEGETATION STORMWATER POLLUTION CONTROL BMP NOTES RELATVE TO CONSTRUCTION ACTIVITIES CONE. EROSION CONTROL CONT... REMOVE EXIS77NG 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 EXCAVA71ON AND GRADING ACTiW77ES 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 -SIZE ELIMINATE OR REDUCE POLLU77ON OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAiN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED M774 SOIL STABILIZA71ON MEASURES AND PROVIDED WIN 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 POLLU77ON CONTROL REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS AND 774E PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER R UIREMENTS AND THEIR OVNJ RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUC7ON MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON 771E GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMW47ER. 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. DUMPSiERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT M774 ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- 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 H071JNE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. ALL CONS7RUC7EON 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 CONSTRUC7ON 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 CONS77TUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCA77ON OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. Z ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING W17MN 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. J. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXIS77NG WATER FACILITY FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTE (WASC) STANDARDS IF FACIL171ES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE 4. U77LI77ES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 5. MINIMUM HORIZONTAL SEPARATI0N 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 A8 -1953 IS REQUIRING THAT NO-LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFEC77VE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. B. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTEC77ON IN ACCORDANCE K1711 WC -17 OR WC -18. LANDSCAPING 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED iN ACCORDANCE W)TH 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 PLAN77NG 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. LEUCADIA WASTEWATER DISTRICT NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. PUBLIC SEWER SYSTEM APPROVAL VED BY: LWD DISTRICT ENGINEER DIVERSION DIKES CON51RUC110N SITE. CONTRACTOR SHALL CHANNEL AGAINST EROS USING ��3 8 -41 PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. RING, PE RCE DATE PLANNING & BUILDING REVIEWED BY. LEAD S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWNGS 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 92z Secrlvv'F, Svtl-3 PROPOSED PCC PAVEMENT PROPOSED DG WALKWAY�T PROPOSED CONTOUR LINE 55 EXISTING CONTOUR LINE PROPOSED FLOWUNE O 1.0% MIN. PROPOSED SETBACKS PROPOSED CUT/FILL LINE LF PROPOSED RETAINING WALL PROPOSED 6" PCC CURB & GUTTER PER SDRSD G -2 PROPOSED 4" SEWER LATERAL PER LWD S -17, S -25, S -32 o- - S- - PROPOSED 1" DUAL DOMESTiC11FIRE WATER SERVICE AND o- _W METER PER WAS WS -09, WC -17 I EXISTING VCP SEWER MAiN (SIZE PER PLAN) - - - -- S -- - -- - - EXISTiNG ACP WATER MAIN (SIZE PER PLAN) _W_ - EXIS77NG OVERHEAD UTILITIES - EXIS7ING "NO PARKING" STREET SIGN GARAGE FINISHED FLOOR IE = EXISTING POWER POLE TG = EXIS77NG SURVEY MONUMENT TW = PROPOSED SURVEY MONUMENT PER PARCEL MAP O LOT NUMBER LOT1 PAD FLOOR ELEVA7ION P FINISHED FLOOR ELEVATION IF-201267 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 Foll ABBREVIATION LEGEND BS = BOTTOM OF STAIR ELEVATION BW = BOTTOM OF WALL ELEVA77ON FS = FINISHED SURFACE FG = FINISHED GRADE FL = FLOW LINE FF = FINSHED FLOOR OF = GARAGE FINISHED FLOOR IE = INVERT ELEVATION TG = TOP OF GRATE ELEVA71ON TW = TOP OF WALL ELEVATION VICINITY MAP NOT TO SCALE OWNER/PERMITTEE KEVIN DUNN RREG INVESTMENTS SERIES, LLC SERIES 1018, A DELAWARE LIMITED LIABILITY COMPANY 3005 S. EL CAMINO REAL SAN CLEMENTE, CA 92672 SITE ADDRESS 141 W. LEUCADIA BLVD ENCINITAS, CA 92024 LEGAL DESCRIP77ON 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 774AT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OIMVER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERA7iONS OR ADD17IONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENT'S I HEREBY CER71FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR KILL BE RETAINED TO SUPERVISE OVER ALL GRADING AC71WTY 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 KITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTA71VES FOR ANY AND ALL WORK OR CONSTRUCTON COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. ° `I - g-r41- KEVIN DUNN, MANAGER uAla 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 CONDITIONS PREVALENT 1M1N11 THIS S17E WAS MADE BY ME OR UNDER MY COPY OF THE SOILS REPORT `OMPILED FROM THIS STUDY, K1714 MY DIREC7ION BETWEEN THE DATES AND ONE COMPLETE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCO D IN THE GRAWX,- LANE AND SPECIFICATIONS RCE NO.: 0' C? >= 007 EXP. DATE: sZ 3 ® / 7 % GEOTECHNiCAL EXPLORATION, INC. 07 7420 TRADE STREET SAN DIEGO, CA 92121 (858) 549 -7222 STATEMENT OF ENGINEER OF KIRK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY 107H 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 WITH THE RULES AND REGULA7IONS 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 SUFTFiCIENCY OR ADEQUACY OF THE 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. Te 6 -3'14 TYLER &LAWSON DATE RCE No. 80356 PASCO LARET SU17ER & ASSOCIATES 535 N. COAST HIGHWAY 101 SOLANA BEACH CA, 92075 PLSA 2318 -02 SHEET INDEX 1. TITLE 2. GRADING PLAN 3. SECTIONS AND DETAILS 4. EROSION CONTROL PLAN 5 -7 RETAINING WALL PLANS ENCINITAS FIRE DISTRICT Ii SAN DIEGUITO WATER DISTRICT i'S io -/6 13LVIEWED BY. 1 DATE: PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solaria Beach, CA 92075 ph 858.259.8212 1 la 858.259.4812 1 plsaengineering.com PARKS & RECREATION R V Y DA TE. w No. 80356 Exp.12/31/16 \STS, CIv./ BMP STATUS: STANDARD - NON HMP TO BE MAINTAINED BY HOA SWMA RECORDED AS DOC. #- &A__- FIELD OPERATIONS REVIEWED B .• � DA REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUT ���BAK or unBAKer cneTGL o, IL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. - - - - - -- - -- - - CITY of ENCINITAS SURVEY CONTROL POINT #1025. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED Gtt7 AP7LENN OV GRADING PLAN FOR: 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 TYLER G LAWSON DATE DATE: - 2 • 6 BY.' /I/� • BY.' p ^u u �+ /28' ® ®�° THE SOUTHEASTERLY CURB LINE OF SOUTH EL _ R.C.E. N0. 80356 MASIH MAHER PRU BEACONS BEACH PORTAL STREET. VERTICAL NI T� R G LAWSON EXP. 12 -31 -16 ELEVATION: 60.601' DATUM: NAVD -88 I IREWEWER I INSPECTOR I SENIOR ENGINEER DATE: 9/24/14 DATE. p CASE NO: 15 -153 TPM /DR /CDP A.P.N. #256- 012 -15 SHEET 1 OF 7 PREPARED: 41812016 REVISED: 71512016 REVISED: 712812016 PLSA 2318 Is GG a^ �m I \\I zaz c - iZn. -Z ZQC LLJ Snti� Om� i y I i r I i v 6 i -yj 4 IWWnCt W � to zoaz¢na q�JWm UCD�F?� Z FQ-Z�3 s' i -, co i N O € II I ' W I, y C uj O C Z CO UU �IIh 2 1Q- =1W ALLJ W O � _ U C y y U o�z Z O 0 �z .r ® m p � X�Z a ae LLJ r ¢00 (N (3 z F_ y In o x W Z -Wi O � � o� p Q Owv¢a �mz a- LLJ 0 °0 OCR UWCC.'a alp �_w aoz cn_3o Q O_Q kF=2 I W co J� F i� \ m 3j cn C-4 O cc CL ca Lai CL rrnn V 0 0 r�rn N m V yg a 4. 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ZQXQQW c°p W V) Lm 2 }O mW JOQ C F- in ~zW0Wi U N?Q d W ¢ w U z w Of Lai w of LLJ ¢ 0 n O w CL a In z O In w C ¢ w U z w Of Lai w of LLJ ¢ 0 n O w CL a In z O In w C API, 256- -1 9 10' Ir (FG =70.4) j . 6.0' °o Q 11 CONSTRUCT MASONRY RETAINING WALL PER STRUCTURAL PLAN 5 Aft 225 -01.2 -715 r 10' (FG =69.7) INSTALL CONCRETE J BROW DITCH PER SDRSD 0-75 0 1.0% MIN CONSTRUCT MASONRY RETAINING WALL PER STRUCTURAL PLAN CONSTRUCT STEM WALL, TW =64.5 FF - 83.9 PAD - 832 i .. - CONSTRUCT STEM WALL; TW --64.5 FF - 83.4 PAD - 827 CONSTRUCT LANDSCAPED SWALE 68' 31' INSTALL PERVIOUS PARR DRIVEWAY 3.12 INSTALL 6 "x16" PCC FLUSH CURB SECTION A -A NOT TO SCALE I 16.0' INSTALL 6" PCC CURB & GUTTER PER SDRSD G -2 DASHED LINE CONSTRUCT CONSTRUCT STEM REPRESENTS LANDSCAPED WALL; TW =65.7 EXISTING GRADE SWALE CONSTRUCT STEM - FF - 839 WALL; TW =64.5 --PAD - 832 CONSTRUCT CONSTRUCT DEEPENED LANDSCAPED FOOTING FOOTING SHALL NOT SWALE SURCHARGE RETAINING WALL FOOTING SECTION B -B NOT TO SCALE R 7' 1 9.5' 1 5.5' I zm Cl:: FG -63.7 ° °z La I°a BMP AREA L N _ 7 FS =62.6 - 1 -�=1 I I i ICI Lm" 5 APH: 256-02 29 2.5' TF =66.8 INSTALL WOOD FENCE; COMBINED WOOD FENCE AND MASONRY RETAINING WALL SHALL NOT EXCEED 6' 7W0=G =62.8 (FG =60.8) DASHED LINE REPRESENTS EXISTING GRADE CONSTRUCT CMU RETAINING WALL PER DETAIL 2 SHEET 6 APA12 v012- 5i ifTF =66.7 INSTALL WOOD FENCE; COMBINED WOOD FENCE AND MASONRY RETAINING WALL SHALL NOT EXCEED 6' TWCFG =63.5 (FG =60.7) CONSTRUCT CMU RETAINING WALL PER DETAIL 2 SHEET 6 AP,Nk 256 -M2m DROUGHT TOLERANT PLANTS (m) INSTALL LARGE COBBLE OR VEGETATION ON OVERFLOW EDGES TO ENSURE EROSION DOES NOT 2" HARDWOOD MULCH/ OCCUR TO THE SA17SFAC17ON OF GRASS COVER OR CRY THE CRY INSPECTOR AND APPROVED EQUIVALENT ENGINEER OF WORK * BIORETENVON "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP PER COUNTY OF SAN DIEGO LOW IMPACT DEVELOPMENT HANDBOOK: APPENDIX G - BIORETENTION SOIL MEDIA (BSM) EXAMPLE SPECIFICATION. ** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 6" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORE7EN71ON BASIN IS 4Z OF THE IMPERVIOUS AREA DRAINING TO IT ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE. BIORETENTION BASIN DETAIL NOT TO SCALE CONSTRUCT 5" THICK PCC SWALE CONSTRUCT 5 "-\ THICK PCC SLAB FS =63.6 is INSTALL WOOD FENCE; COMBINED WOOD FENCE AND MASONRY RETAINING WALL SHALL NOT EXCEED 6' (FG =60.6) CONSTRUCT DEEPENED J L 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' 1.09 8.0% PROPOSED 6" X 16" J PCC FLUSH CURB 4" BASE COURSE LAYER 112" TO 1" AGGREGATE 12" SUB BASE COURSE LAYER 112" TO 3" ANGULAR ROCK PROPOSED 6 X 16 C ° PCC FLUSH CURB FILL OPENINGS IN PAVER UNITS WITH 1/4" TO 3/8" AGGREGATE 2" BEDDING COURSE LAYER 114" TO 318° AGGREGATE NOTE: PAVER INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER SECTION IS SHOWN FOR REFERENCE ONLY. PAVER SECTION IS REQUIRED TO MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LBS. SECTION E -E - POROUS PAVERS NOT TO SCALE fJI I A 1% - 012 -15 VARIES VARIES �.--- T" -F INSTALL 2° X 6° REDWOOD HEADER 5' WDE AC - I l° 1 1 1 j I I 1 I I 1 1 DG PATHWAY EXISTING PAVEMENT ...- I ... REMAINl - TYPICAL WATER EXISTING 8" VCP METER LOCATION SEWER MAIN PER LWD W.O. 147 -8 -66 INSTALL 6" X 160 EXISTING 8" ACP PCC FLUSH CURB WATER MAIN PER INSTALL POROUS SDWD WO -66 -26 PAVERS PER DETAIL THIS SHEET INSTALL 6" X 16" PCC FLUSH CURB ADJACENT TO EXISTING PAVEMENT SECTION F -F - W. LEUCADIA BLVD. NOT TO SCALE DASHED LINE , R 5' REPRESENTS I CONSTRUCT 5" THICK PCC SWALE CONSTRUCT 5 "-\ THICK PCC SLAB FS =63.6 is INSTALL WOOD FENCE; COMBINED WOOD FENCE AND MASONRY RETAINING WALL SHALL NOT EXCEED 6' (FG =60.6) CONSTRUCT DEEPENED J L 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' 1.09 8.0% PROPOSED 6" X 16" J PCC FLUSH CURB 4" BASE COURSE LAYER 112" TO 1" AGGREGATE 12" SUB BASE COURSE LAYER 112" TO 3" ANGULAR ROCK PROPOSED 6 X 16 C ° PCC FLUSH CURB FILL OPENINGS IN PAVER UNITS WITH 1/4" TO 3/8" AGGREGATE 2" BEDDING COURSE LAYER 114" TO 318° AGGREGATE NOTE: PAVER INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER SECTION IS SHOWN FOR REFERENCE ONLY. PAVER SECTION IS REQUIRED TO MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LBS. SECTION E -E - POROUS PAVERS NOT TO SCALE fJI I A 1% - 012 -15 VARIES VARIES �.--- T" -F INSTALL 2° X 6° REDWOOD HEADER 5' WDE AC - I l° 1 1 1 j I I 1 I I 1 1 DG PATHWAY EXISTING PAVEMENT ...- I ... REMAINl - TYPICAL WATER EXISTING 8" VCP METER LOCATION SEWER MAIN PER LWD W.O. 147 -8 -66 INSTALL 6" X 160 EXISTING 8" ACP PCC FLUSH CURB WATER MAIN PER INSTALL POROUS SDWD WO -66 -26 PAVERS PER DETAIL THIS SHEET INSTALL 6" X 16" PCC FLUSH CURB ADJACENT TO EXISTING PAVEMENT SECTION F -F - W. LEUCADIA BLVD. NOT TO SCALE DASHED LINE , INSTALL BIOREIENTION / CONSTRUCT CMU QRUr x-331 9 G (� REPRESENTS BASIN PER DETAIL RETAINING WALL PER DETAIL 2 SHEET 6 ��O R L.4 1y y y� EXISTING GRADE THIS SHEET y z Z3 No. 80356 m Exp. 12/31/16 A SECTION C -C NOT TO SCALE 1l CIVi\- �P OF CAI�F�� PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND RURVEYIND 535 North Highway 101, Ste A. Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 pleaengineuing.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT oEaBAK BY DR§6K CHECKED eY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. CITY of ENCINITAS SURVEY CONTROL POINT #1025. "ENC ", PLANS PREPARED UNDER THE SUPERVISION OF RECOMME APPROD SECTIONS AND DETAILS FOR: - 2.5" BRASS DISC STAMPED -25 LS 7322 SET IN THE INTERSECTION OF SOUTH EL PORTAL STREET HORIZONTAL 1"=10' DATE. Y� _ BY BY �np� ® ®/1 - TYLER G LAWSON DATE AND LA MESA AVENUE, 100 FEET NORTH ALONG R.C.E. NO. 80356 MASIH M GLENN PRUIM BEACONS BEACH �'l�MGS Lv �.i THE SOUTHEASTERLY CURB LINE OF SOUTH EL PORTAL STREET. VERTICAL N R.C.E. 816 -- TYL R G LAWSON ELEVATION: 60.607' DATUM: NAVD88 - EXP. 12 -31 -16 EXP. 12 -31 -16 /O /// DATE: 'R/24/16 DATE; �6 CASE N0: 15 -153 TPM /DR CDP / A.P.N. 256- 012 -15 -00 SHEET 3 OF 7 PREPARED: 410812016 REVISED: 710512016 REVISED: 712812016 PLSA 2318 V 11R4VEL BAQ NFF �...- _. __ . ._- - - -. _ G8_72.78 fflatECTION P� __ G- T.&2.. __ ._ ._ -- FS7.'i �� _'i1; 72.E " - -- _ t3S= 72.69 -� / > - --�_ _.._ _�7 .-.... ...� �� �, _ = 72. " " <4 -.' —_.... --- -........ -- . -__. _.. - __.. _. —. ._..____ ,a' / / VV � y' X; -r='— i X -��X G5 T X a r`R �' X _ _ _. - C /.. _ I TIE x - __ __:.. '• C7_. _ -_ _ _ _ - _ Cis 6M 4 _........._ .._ . _.__.. _.._..._ ......._. ._.. _ _ ......... J ]'is` _ ..._ .._.W._ -...� ... ......... ............. ....._..._ _.....__. _..._ --..._ 1 {� / � ,-- . ......... .. ... ...... ... `Y� \` `. ` �• . \� \ :` � \ `. \,�`- a ^��,�, "�-�\ \. ` \T ram s7.v' I t�, _. :".._.`_ C7, ;SET X Y VB_ BAQ CYC-C!C __ DAM PER DETAL B _ DAW _�. ,., X i � FS =68.95 1 _ � \\ i'/ c� � ,. i/ t _ Qk4VEt'BAQ CHECK _ _ \1\ JSLTFENCE r� /1 _, ._.__.�. DAM PER DFTAL B X X X 3 : � i - -_� _ PEB D ET A L B CRAYB 1934a checK DAM ��/ PER DErAL D. A Y� BAGGS -sa4a CfEVOPB Q� a�. FS-67 74 c__... ,.,:. �.�,.., .CGS-62.39 ��_. • -_. - -- -- '�� _ - -- ' ° .,� _ y___1 -- � - -- - -..— _�. -HO 4i,99=SA- col 1 65 _ . 9 — - - -- __ - \ , RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY 7 3" TO 6" COARSE AGGREGATE 12" MIN.' PBQf11� EXISTING GROUND 16'MIN. 59, \ 5 } - - MAL A PMMI, Di EROSION CONTROL PLAN SCALE: 1 " =10' I PLAN ' 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 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKFlLL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. W"0`1 A FILTER FABRIC q� DETAIL C: SILT FENCE NOT TO SCALE 8 MIN SPACINd FOR VEHICLE ACCESS _J�. - WI Wi ►'L DIRECTION OF STREET FLOW SANDBAGS (T)P) 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. 3. THIS STANDARD DETAIL SHALL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLAN SPAM OF ROM OF MAVELBAGS SLOPE OF STREET PAVED STREET UNPAVED STREET 10% OR MORE 25' 25' 18" HIGH MIN 9.9% TO 8% 50° 50' (3 BAGS) 7.9% TO 6% 75° 75' 5.9% TO 4% 100' 1' (2 BAGS) HIGH MIN 100'] (2 BAGS) 1 HIGH MIN 3.9% OR LESS 100' 100' , 3,02 / OR4YM W CHECK DAM PER DETAL B/ i SANDBAGS (TYP) W =75% OF ROADBED WIDTH 8 MIN SPACING FOR VEHICLE ACCESS W X 20 '- 30' 5' 31' - 40' 7' 41' - 50' 9' 51' - 60' 10.5' 61' - 70' 12' 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 AND LA MESA AVENUE, 100 FEET NORTH ALONG THE SOUTHEASTERLY CURB LINE OF SOUTH EL PORTAL STREET. ELEVATION: 60.601' DATUM: NAVD88 HORIZONTAL 1 " =10' VERTICAL N PLANS PREPARED UNDER THE SUPERVISION OF DATE; 1.1.6 R.C.E. N0. 80356 G LAWSON EXP. 12 -31 -16 RECOMMENDED G2o APPROV BY.'�. /l/A BY: �+^ MASIH MAHER LENN PR U1M DATE: r{I2 I DATE: �n �! _� EROSION CONTROL PLAN FOR: BEACONS BEACH HOMES CASE NO: 15 -153 TPM /DR /CDP A.P.N. 256- 012 -15 -00 p� 1281® -G - TYLER G LAWSON DATE R.C.E. NO. 80356 EXP. 12 -31 -16 1 SHEET 4 OF 7 In■�■n�®�I PREPARED: 410812016 REVISED: 710512016 REVISED: 712812016 PLSA 2318 n■�n n■ ����I: ��aa� ®� ® ®������������nm ®�wnt�e� s�l� .. ��� _ n■�In■� ®nom �nl��±�n� ®� ®nom n■n� ■�n�n�n�n� - nn■mmmn am� mill oil IN oil mill III III �' — - 1!� Man Aw � iii'— RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY 7 3" TO 6" COARSE AGGREGATE 12" MIN.' PBQf11� EXISTING GROUND 16'MIN. 59, \ 5 } - - MAL A PMMI, Di EROSION CONTROL PLAN SCALE: 1 " =10' I PLAN ' 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 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKFlLL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. W"0`1 A FILTER FABRIC q� DETAIL C: SILT FENCE NOT TO SCALE 8 MIN SPACINd FOR VEHICLE ACCESS _J�. - WI Wi ►'L DIRECTION OF STREET FLOW SANDBAGS (T)P) 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. 3. THIS STANDARD DETAIL SHALL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLAN SPAM OF ROM OF MAVELBAGS SLOPE OF STREET PAVED STREET UNPAVED STREET 10% OR MORE 25' 25' 18" HIGH MIN 9.9% TO 8% 50° 50' (3 BAGS) 7.9% TO 6% 75° 75' 5.9% TO 4% 100' 1' (2 BAGS) HIGH MIN 100'] (2 BAGS) 1 HIGH MIN 3.9% OR LESS 100' 100' , 3,02 / OR4YM W CHECK DAM PER DETAL B/ i SANDBAGS (TYP) W =75% OF ROADBED WIDTH 8 MIN SPACING FOR VEHICLE ACCESS DETAIL D: GRAVEL BAG SPACING NOT TO SCALE EROSION CONTROL LEGEND PROPOSED CONSTRUCTION TR -1 . 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: BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORE7ENTION BASIN COMPLETED ONCE FINAL S17E STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. No. 80356 Exp. 12/31/16 � OF CAFE I M%W LARET GUTTER GRAPHIC SCALE 1 " =10 & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 10 0 10 20 30 ph 858.259.8212 1 f: 858.259.4812 1 pleaengineering.com W X 20 '- 30' 5' 31' - 40' 7' 41' - 50' 9' 51' - 60' 10.5' 61' - 70' 12' DETAIL D: GRAVEL BAG SPACING NOT TO SCALE EROSION CONTROL LEGEND PROPOSED CONSTRUCTION TR -1 . 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: BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORE7ENTION BASIN COMPLETED ONCE FINAL S17E STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. No. 80356 Exp. 12/31/16 � OF CAFE I M%W LARET GUTTER GRAPHIC SCALE 1 " =10 & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 10 0 10 20 30 ph 858.259.8212 1 f: 858.259.4812 1 pleaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIB cwE BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. K DRSEC 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 AND LA MESA AVENUE, 100 FEET NORTH ALONG THE SOUTHEASTERLY CURB LINE OF SOUTH EL PORTAL STREET. ELEVATION: 60.601' DATUM: NAVD88 HORIZONTAL 1 " =10' VERTICAL N PLANS PREPARED UNDER THE SUPERVISION OF DATE; 1.1.6 R.C.E. N0. 80356 G LAWSON EXP. 12 -31 -16 RECOMMENDED G2o APPROV BY.'�. /l/A BY: �+^ MASIH MAHER LENN PR U1M DATE: r{I2 I DATE: �n �! _� EROSION CONTROL PLAN FOR: BEACONS BEACH HOMES CASE NO: 15 -153 TPM /DR /CDP A.P.N. 256- 012 -15 -00 p� 1281® -G - TYLER G LAWSON DATE R.C.E. NO. 80356 EXP. 12 -31 -16 1 SHEET 4 OF 7 PREPARED: 410812016 REVISED: 710512016 REVISED: 712812016 PLSA 2318 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 DRAWING. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC., UNLESS 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 OCALIFOR41A BUILDING CODE'. 6. 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 IRESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING AND SUPPORT NECESSARY TO ACHIEVE THE FINISHED STRUCTURE. FOUNDATION NOTES: I. MAXIMUM DESIGN SOIL PRESSURE: 2500 PSF CONTINUOUS FOOTINGS: 2500 Pop PAD FOOTING: 2000 PSF 2. SEE SOILS REPORT BY: GEOTECHNICAL EXPLORATION INC. PROJECT NO.: 15- 106°.0 DATED: MARCH 10 2015 3. ALL FOOTINGS TO BE A MINIMUM OF: 21' 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. S. 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 GEOTECHNICAL ENGINEER TO INURE 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. 9. CONTRACTOR TO BRACE OR PROTECT FROM LATERAL LOADS ALL RETAINING WALLS UNTIL ATTACHING FLOORS OR SLABS AM COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTKOR SHEATHED. 10. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS, FLOODING WILL NOT BE PERMITTED.(U.O.N.) REINFORCING STEEL NOTES: 1. BAR REINFORCEMENT SHALL BE: ASTM A615 GR. 60 2. THE 'CANON EQUIVALENT' OF ANY REINFORCING* TO BE HELPED SHALL BE DETERMINED BY A TESTING LAB. IF THE 'CARBON EQUIVALENT' (C.E.) 18 LESS THAT 0.55, THEN THE REINFORCING STEEL MAY BE WELDED WITHOUT PREHEATING. IF THE CARBON EQUIVALENT EXCEEDS 0.551 NOTIFY THE STRUCTURAL ENGINEER FOR THE PREHEATING REQUIREMENTS. WELDING WILL NOT BE ALLOWED FOR A. CARBON EQUIVALENT ABOVE 015. WELDING OF REINFORCING STEEL $HALL BE IN ACCORDANCE WITH UBC STANDARD NO. B -2. HELPED WIRE FABRIC SHALL CONFORM TO ASTM AIS5 AND SHALL BE LAPPED 12 INCHES MINIMUM. E10XX ELECTRODES SHALL BE USED IN WELDING GRADE 40 REBAR E90XX ELECTRODES SHALL BE USED IN WELDING GRADE 60 REBAR. 3. VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF WALL (U.O.N.) AND $HALL BE TIED IN POSITION AT TOP AND BOTTOM AND AT INTERVALS PER CHAPTERS 19 AND 21 OF THE 1991 UBC. 4. REINFORCING DETAILING AND PLACING SHALL BE IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE 'MANUAL OF STANDARD PRACTICE' LATEST EDITION. 5. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE WELL SECURED N POSITION PRIOR TO PLACING CONCRETE. 6. REINFORCING STEEL SHALL BE PROVIDED WITW THE FOLLOWING AMOUNTS OF CONCRETE COVER: FOOTING (GONG. DEPOSITED AGAINST EARTH) .............3' CONC. SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER % THROUGH MS EARS: ........................................................ 2- 45 4 SMALLER :.................................... ..............................I 1R' CONC. NOT EXPOSED TO EARTW OR WEATHER: SLABS, WALLS 4 JOIST: 014 4 M8 BARS: .................................................................. 1 1/2' MI BAR 4 SMALLER: .......................... ............................... 3/4' BEAMS, COLUMNS : PRIMARY REINFORCEMENT TIES STIRRUPS, SPIRALS:! 112' 1. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWING FOR REVIEW BEFORE FABRICATION 4 INSTALLATION. 11 Flo 90 BEND OFFSET HOOK db• DIAMETER OF BAR R • 3d b FOR 42 TO 00 R • 4d b FOR 5 TO MI TYPICAL BAR BEND (CONC. AND MAS.) STEM REINF. OWALL 1 n U i ;t E '� 130y FOIJm. � OWL. 1 11 TA J: -f A z AS MASONRY CONSTRUCTION BEGINS, THE !! � 5 M0 MI FOLLOWING SHALL BE VERIFIED TO 15 11 H al 23 ENSURE COMPLIANCE: 2' -0' MIN.(U.O.N.) V -0' MIN.(U.O.N.) CONCRETE MASONRY WALLS SWALL HAVE A MINIMUM 28 DAY X • s In w ' 3/4 TA J: -f A z MATERIAL, SYSTEM, COMPONENT AND I TYPE OF D1-eC. INDP. I INACTION NOTED WORK REQUIRED TO HAVE SPEC. INSP. CONTINUOUS PERIODIC MASONRY (LEVEL V- AS MASONRY CONSTRUCTION BEGINS, THE !! � 5 M0 MI FOLLOWING SHALL BE VERIFIED TO 15 11 H al 23 ENSURE COMPLIANCE: 2' -0' MIN.(U.O.N.) V -0' MIN.(U.O.N.) CONCRETE MASONRY WALLS SWALL HAVE A MINIMUM 28 DAY X A. PROPORTIONS OF SITE - PREPARED In MORTAR 3/4 1B PER SCH. -CON . 404MAS. OR PER SCH.- 404MAS. I X I MIN. I MATERIAL, SYSTEM, COMPONENT AND I TYPE OF D1-eC. INDP. I INACTION NOTED WORK REQUIRED TO HAVE SPEC. INSP. CONTINUOUS PERIODIC MASONRY (LEVEL V- AS MASONRY CONSTRUCTION BEGINS, THE !! � 5 M0 MI FOLLOWING SHALL BE VERIFIED TO 15 11 H al 23 ENSURE COMPLIANCE: 1#810510101 1. CONCRETE MASONRY WALLS SWALL HAVE A MINIMUM 28 DAY X A. PROPORTIONS OF SITE - PREPARED In MORTAR 3/4 1B I I S. CONSTRUCTION OF MORTAR JOINTS 1 1 1/4 I X C. LOCATION OF REINF. I X 42 THE INPECTION PROGRAM SHALL VERIFY: 1 54 1 60 66 CONC. LAP /ANHORAGE (INCH) 1 10 X A. SIZE AND LOCATION OF THE 1 21 STRUCTURAL ELEMENTS 1 54 1 66 1 SI 91 X B. TYPE, SIZE AND LOCATION OF ANCHORS D. POST TENSION SLAB "1 X 0.06% (1900 PSI MINIMUM). X C. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCNG '4(H) • 3a' MAX. E. GRADE BEAMS (05S) PSI X MORTAR SHAN.L BE TYPE 'B' OR 'RS•, CONFORMING TO UBC TABLE 21 -A D. WELDING OF REINF. INSIDE E. PRETECTION OF MASONRY FROM HOT a (MINIMUM 1800 PSI AT 28 DAYS), AND TO ASTM C1142. X OR COLD SARIS VERTICALLY IN CORE (16' MIN. 4. ALL GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTW OF 2000 PRIOR TO GROUTING THE FOLLOWING 2. X . SHALL BE VERIFIED: UP OR DOWN) L RANGE OF 115 POP MAXIMUM AND 100 PCF MINIMUM. X A. GROUT SPACE IS CLEAN 3. B. PLACEMENT OF REINFORCING X CONT. - FIRST COURSE C. PORTIONS OF SITE - PREPARED ENGINEER WHEN CONCRETE REQUITES SPECIAL INSPECTION.(S1EC. INSP. WILL S. X GROUT BE REQUIRED FOR ALL CANC. W/F'C GREATER THAN 25 "Id D. CONSTRUCTION OF MORTAR JOINTS -TYP (U.O.N.) • EA. 4. X GROUT PLACEMENT SHALL BE VERIFIED SOLID GROUTED UNLESS OTIEWISE NOTED ON FLANS. STEM TWK. CHANGE -TYP. 5. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL C.OWCW TO ASTM TO ENSURE COMPLIANCE WITH CODE AND X CONSTRUCTION DOCUMENT PROVISIONS. LINTEL BEAM UNITS. PREPARATION OF ANY REQUIRDD GROUT READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN AC40FZDANCE 1. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL SPECIMENS, MORTAR SPECIMENS AND /OR X WITH ASTM C- 94 -81. PRISMS SHALL BE OBSERVED. 1. ADMIXTURES MAY BE USED WITH THE PRIOR APPROVAL OF THE ENGINEER COMPLIANCE WITH REQUIRED INSPECTION 1 1/21 BELOW TOP OF THE UPPERMOST UNIT. _ PRROVISIO48 OF THE CONSTRUCTION 8. X I] DOCUMENTS AND THE APPROVED WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE S. PROVIDE INSPECTION AND CLEANOUT HOLES AT BASE O= VERTICAL CELLS SUBMITTALS SHALL BE VERIFIED. SPECIFIED MINIMUM CEMENT CONTENT. (CALCIUM CHLORIDE SHALL NOT BE USED). MASONRY FOUNDATION WALLS m CONSTRUCTED IN ACCORDANCE WITH WATER SHALL BE CLEAN, FREE FROM DELETERIOUS AMOUNT OF ACIDS, NOT REQUIRED TABLE 1805.5(1), 1805.5(2), 1805.5(3) OR 1805.5(4). SOILS: VERIFY MATERIAL BELOW FOOTING ARE S. REFER TO ARCHITECTURAL. DRAWINGS FOR MOLDS, S, ADEQUATE TO ACHIEVE THE DESIGN TO GROUTING. PROVIDE AT LEAST ONE INCH O= GROUT BETWEEN ANCHOR X BEARING CAPACITY BOLT AND MASONRY. EM W./ 16' C.M.U. STEM VERIFY EXCAVATIONS ARE EXTENDED TO FOR EXTENT OF DEPRESSIONS, CURBS, AND RAMPS. PROPER DEPTH AND HAVE REACHED X 12, PROPER MATERIAL 10. DOWELS BETWEEN ROOTING AND WALLS SHALL BE THE SAME SIZE, GRADE PERFORM CLASSIFICATION AND TESTING UNLESS FILET COURSE OF BLOCK IS SET IN FRESH CONCRETE. OF CONTROLLED FILL MATERIALS X VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF X CONTROLLED FILL PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY X THAT SITE HAS BEEN PREPARED PROPERLY mmQ& N01mgm 99N98& NOTES I. THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION DURING CONST11CCTION ON THE TYPES OF WORK LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF T14E PARTICUAL TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION 2. THE CONSTRUCTION INSPECTIONS LISTED ARE IN .ADDITION TO THE CALLED INSPECTIONS REQUIRED BY CHAPTER 11 OF THE BUILDING CODE. SPECIAL INSPECTION IS N ADDITION TO, NOT A SU55TITUE FOR INSPECTION REQUIRED TO BE PERFORMED BY A CITY BUILDING INSPECTOR 3. WHEN MORE THAN ONE CATEGORY OF WORD REQUIRING SPECIAL INSPECTION IS PERFORMED SIMULTANEOUSLY, OR THE LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE OBSERVED PER THE STATEMENT OF INSPECTIONS AND SECTION 1105 OF THE BUILDING CODE, IT SHALL BE THE AGENCY'S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURE THAT 714E REQUIRED INSPECTIONS AI RE PROVIDED. 4. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES, N THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. EXCEPTIONS: A. SOILS INSPECTION SHALL BE PROVIDED BY THE GEOTECHNICAL ENGINEER OF RECORD B. SMOKE CONTROL SYSTEM INSPECTION$ SHALL BE PERFORMED BY MECHANICAL ENGINEER OF RECORD C. WHEN THIS REQUIREMENT IS WAIVED BY THE BUILDING OFFICIAL S. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK INSTALLED, PERFORMED, OR COVERED WITHOUT REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL OR EXPOSURE. 6. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY' OWNER PROPERTY OWNER'S AGENT OF RECORD. ARCHITECT OF RECORD OR, ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 1. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES, FOR TESTING MATERIALS, SYSTEMS, COMPONENTS AND, EQUIPMENTS. S. FABRICATOR MUST BE REGISTERED AND APPROVED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES FOR THE FABRICATIONS OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. FABRICATOR SHALL SUBMIT AN 'APPLICATION TO MF;FORM OFF -SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO COMMENCEMENT OF FABRICATION, FABRICATOR SHALL SUBMIT A 'CERTIFICATE OF COMPLIANCE FOR OFF -SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. 9. WHERE MATERIALS OF ASSEMBLIES ARE REQUIRED BY THE BUILDING CODE: TO BE LABELED, SUCH MATERIALS AND ASSEMBLIES $HALL BE LABELED BY AN AGENCY APPROVED BY LOCAL JURISDICTION IN ACCORDANCE WITH SECTION 1103. PRODUCTS AND MATERIALS TO BE LABELED SHALL BE TESTED, INSPECTED AND LABELED IN ACCORDANCE WITH TINE PROCEDURES SET FORTH IN SECTIONS 1103.5.1 THROUGH 1103.5.3. 10. A CERTIFICATE OF SATISFACTORY COMPLETION O= WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION OF THE APPROVING MUNICIPALITY MINIMUM REINFORCING WNPA400K EMBEDMENT REQUIIREMENTS BAR SIZE I b4 5 5 !! � 5 M0 MI EMBED. CINCH) 6 10 n 15 11 H al 23 BAR DIAMETER AND MINNUMM LAP SPLICE/ANG40RAGE LENGTHS BAR SIZE 03 04 5 %b vT 1#810510101 1. CONCRETE MASONRY WALLS SWALL HAVE A MINIMUM 28 DAY MI BAR DIAM.( INCH) 1 3/8 In 1 5B 3/4 1B I I I I V8 1 1 1/4 1 1 3/8 MAS. LAP /ANWORAGE (NCH) 1 18 24 1 30 36 42 1 48 1 54 1 60 66 CONC. LAP /ANHORAGE (INCH) 1 10 1 12 1 23 1 21 1 43 1 54 1 66 1 SI 91 I IR PIA. OR 1 1/a' MIN. CL. *.- MIN. FTC. DEPTW ® (BEND EMBED + 3') FOR PARALLEL 5AR8 * *: SEE SCHEDULE ABOVE FOR MIN. REINFORCING TYPICAL SPLICE 5ENDA400K EMBEDMENT REQUIREMENTS REINF. BAR BEND, SPLICE AND ANCHORAGE DETAIL REVISIONS W'311111 (MN.) MICt LAP PER BCH. (MAX.) CONCRETE NOTES: MASONRY NOTES: 1. CONCRETE IN ALL WORK SWALL WAVE THE FOLLOWING ULTIMATE WALL PER PLAN 1. CONCRETE MASONRY WALLS SWALL HAVE A MINIMUM 28 DAY COMPRESSIVE SETH AT 28 DAYS EXCEPT AS MODIFIED BY THESE NOTES: MN. LAP. PER COMPRESSIVE STRENGTH OF f'In • 1500 PSI. COMPRESSIVE STRENGTH OF MASONRY MUST BE VERIFIED BY PRISM TESTING PRIOR TO AND DURING it A. BLAB ON GRADE (NO SP. INSP.) pal CONSTRUCTION AS SPECIFIED IN UBC SECTION 2105 IF f% EXCEEDS 1500 PSI LAP OUTSIDE BAR AROUND MN. LAP. FM 8. FOOTING 2500 PSI OR IF SPECIAL INSPECTION IS SPECIFIED ON THE DRAWINGS. {) CONY. PSI 2. CONCRETE MASONRY UNITS SHALL BE MINIMUM MEDIUM HEIGHT UNITS _ TYP. (U.O.N.) TYP. C. WALLS CONFORMING TO ASTM C 90, TYPE I, WITH MAX LINEAR SHRINKAGE OF: D. POST TENSION SLAB "1 X 0.06% (1900 PSI MINIMUM). i € '4(H) • 3a' MAX. E. GRADE BEAMS (05S) PSI 3. MORTAR SHAN.L BE TYPE 'B' OR 'RS•, CONFORMING TO UBC TABLE 21 -A TY. .O.N.) - P N INSIDE F. CAISSONS PSI a (MINIMUM 1800 PSI AT 28 DAYS), AND TO ASTM C1142. 8" C.M.U. ? L SARIS VERTICALLY IN CORE (16' MIN. 4. ALL GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTW OF 2000 5(VERT.) J MN.SEE PLAN 2. LIMIT 104EI04T CONOETE SHALL BE AIR ENTRANED AND HAVE A DENSITY . PSI AT 28 DAYS. GROUT SHALL BE PROPORTIONED PER UBC TABLE 21 -6 UP OR DOWN) L RANGE OF 115 POP MAXIMUM AND 100 PCF MINIMUM. AND WITH SUFFICIENT WATER FOR POURUK* WITHOUT SEGREGATION OF GROUT *4(W) • 3. COMPRESSIVE STRENGTH, TEST REPORTS SHALL BE SUBMITTED TO THE CONSTITUENTS. CONT. - FIRST COURSE ENGINEER WHEN CONCRETE REQUITES SPECIAL INSPECTION.(S1EC. INSP. WILL S. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND 2 ~H) CONY. BE REQUIRED FOR ALL CANC. W/F'C GREATER THAN 25 "Id ALL CELLS IN IETANIN23 WALLS AND WALLS BELOW GRADE SHALL BE -TYP (U.O.N.) • EA. 4. CEMENT MALL CONFi7RM TO ASTM C -150, TYPE I OR TYPE 11. SOLID GROUTED UNLESS OTIEWISE NOTED ON FLANS. STEM TWK. CHANGE -TYP. 5. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL C.OWCW TO ASTM b. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR C -33. AWUEGATE FAR LIGHT WEIGHT CONCRETE SHALL TO LINTEL BEAM UNITS. 6. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN AC40FZDANCE 1. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL F WITH ASTM C- 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 1/21 BELOW TOP OF THE UPPERMOST UNIT. _ ADMIXTURE (COMPLYING WITH ASTM A494) USED TO INCREASE THE 8. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT' UNITS. I] WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE S. PROVIDE INSPECTION AND CLEANOUT HOLES AT BASE O= VERTICAL CELLS Q SPECIFIED MINIMUM CEMENT CONTENT. (CALCIUM CHLORIDE SHALL NOT BE USED). WAVING GLUT LIFTS IN EXCESS OF 4'•0' OF WEIGHT. m S. WATER SHALL BE CLEAN, FREE FROM DELETERIOUS AMOUNT OF ACIDS, 10. ALL GLUT 8114ALL B£ CONSOLIDATED WITH A MECHANICAL VIBRATOR ALKALI$ OR Oe3ANIC MATERIALS. 11. ANCHOR BOLTS MUST BE SET WITH TEMPLATES AND HELD IN PLACE PRIOR S. REFER TO ARCHITECTURAL. DRAWINGS FOR MOLDS, S, TO GROUTING. PROVIDE AT LEAST ONE INCH O= GROUT BETWEEN ANCHOR "0 4 2 • 24" MAX. W./ 1 2C.M.U. • ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE CAST INTO CONCRETE AND BOLT AND MASONRY. EM W./ 16' C.M.U. STEM FOR EXTENT OF DEPRESSIONS, CURBS, AND RAMPS. ./ 12, A 2x4 MORTAR KEY SHALL BE INCLUDED AT MA80NRY/FOOTNG INTERFACE 10. DOWELS BETWEEN ROOTING AND WALLS SHALL BE THE SAME SIZE, GRADE UNLESS FILET COURSE OF BLOCK IS SET IN FRESH CONCRETE. AND SPACING AS VERTICAL WALL REINFORCING. (U.O.N.). 11. SLUMPS: THE MAXIMUM SLUMP SHALL NOT EXCEED 4' FAR FOOTINGS, SLABS ON EARTH AND MASS CONCRETE AND 5" FOR OTHER C:ONCIETE. DURING TEMPERATURES ABOVE 80 F, MAXIMUM OF b" SLUMP IS PERMISSIBLE PROVIDED TIE MIX DESIGN IS REVISED AC 0RPMLY BY THE TESTING LABORATORY. MEASURE SLUMP IN ACCORDANCE WITW 'METHOD OF TEST FOR SLUMP' OF PORTLAND CEMENT CONCRETE ASTM CM. 12. NO SLEEVES OR CHASES SWALL BE PLACED IN BEAMS, SLABS OR WALLS EXCEPT AS SHOWN ON PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OP ANY ADDITIONAL SLEEVES OR CNASES. NO CONDUIT $WALL BE PLACED IN THE CONCRETE TOPPING OVER STEEL DECKING. 13. SLEEVE PLUMBING OPENINGS IN CONCRETE WALLS AND SLABS BEFORE PLACING CONCRETE. BEND REINFORCEMENT AROUND SLEEVES. 14. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH A In C;WAUMFER 15. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BEFORE FABRICATION AND INSTALLATION. 16. IN THE EVENT Or AN UNINTENTIONAL COLD JOINT, THE CONTRAiCTOR $}4A6L REMOVE ALL LAITENCE AND DELITRIOUS MATERIAL TO PROVIDE A SOUND46EANAOUGH SURFACE AND USE A BONDING AGENT THAT PRODUCES A HIGHER STRENGTH JOINT THAN THE CONCIETE USED - PC + 25% MINIMUM. 11. CONCRETE COVER $HALL BE N ACCORDANCE WITW SECTION 1.1 OF ACI 31S. 18. DO NOT DISPLACE REBAR FROM THEIR INTENDED POSITIONS +4 CONT---'� ' `.LLOCATE dS (v) EA. FACE EA. SIDE -TYP. mm rm METAL WANIMIL /CHAIN LINK FENCE x42' POET • 4 OF WALL � T 5' FENCE a 5' -4' O.C. MAX I! it --- - 2 -R 01 TYR K&L SLOPED TOE PER GRADING �/ PLAN (BY OTHERS) � WHERE OCCURS BAR 2 s 2:1 MAX. °® F 04 COMT.• is FIRST COURSE ®s iL ®® ar i d MASONRY NOTES 10' -0' MIN. TO DAYLIGHT 3 VERIFY W./ SOILS REPORT 3' CLR x 445- 9 (V) LOCATE • 8• MAX. 132• FDIN M& OR PROVIDE DWL. FROM EA. SIDE - INTO . OF HAND RAIL / FENCE PLACEMENT i FOR ALL OTHER REINF. REF. TO TYP WALL SECTIONS DURING CONCRETING. WALL PER PLAN MN. LAP. PER SCI'!. (24MMIN) LAP OUTSIDE BAR AROUND MN. LAP. FM MIN . LAP. R $cH. (24MMlN) SGH. ca4• X i € 0 q � INSIDE S a / ? L SARIS VERTICALLY IN CORE (16' MIN. j `- 5(VERT.) J MN.SEE PLAN . UP OR DOWN) L 3`0, # 10'_61 ADDM'L. FEW. TO FOLLOW (MIN.) (MIND SAME PROFILE AS STEPPED FOOTING WHERE APPLICABLE. IR�EF. TYPICAL WALL SECTION(8) FOR REC •G RT5 CONBT. FOOTING SIZE 4 REINF. RETAINING NWALLLS' DETAIL THIS SHEET. TYP. STEPPED FOOTING TYR (U.O.N.) TTP16P4- TYPICAL TYPICAL TYPICAL CORNER INTERIOR CORNER INTERIOR DOUBLE LAYER REIWORCING SINGLE LAYER REINFORCIWs NOW THIS SECTION WITH ' REINF. BAR BEND, SPLICE AND ANCHORAGE DETAIL' TYPICAL REINF. AT INTERSECTION OF MASONRY AND CONC. WALLS DIP ONE END N GREASE OR SLEEVE FOR BOND BREAK KEY PER TYP. ALL FUTURE FOUNDATIONS (BY OTHERS) -� TO BE DEEPENED AS NECESSARY FOR I:I LINE EXTENDING DOP44W4RDS FROM TOE OF FOOTING TO AVOID MASONRY STEM 2L4 CLR. • / an G.M.U. -TYP (U.O.N.). / U / I / 2 1/2' CLR 12' I 4 3' CLR 16' / C.M.U.-TYP. / ® BAR LAPS ASV. 4 BELOW SHALL NOT COINCIDE AT THE SAME SECTION Z 2 V2' CLR. • 12' 4 3' CLR • 16' / GMU FOUND. OWL. / WATERPROOF, DRAINAGE / 4 BACKFILL PER SOILS REPORT REQUIREMENTS / -NO HEAVY EQUIPMENT ALLOWED � U REINF. PER 3' d TYP. SECTION a CLR. a 4 d * P \L ADD'L BARS AT WALL FOOTING FOUNDATION STEPS ** PER TYP. SECTION LEGEND: & CONTRACTOR HAS THE OPTION OF EXTENDING "BAR In TO TOP OF C.M.U. SECTION WITHOUT PROVIDING "BAR 2'. * *: CONTRACTOR TO PROVIDE ADDITIONAL 04 • 16' MAX. INCLINED BARS AT BOTTOM OF ROOTING ONLY WITHIN WALL FOUNDATION STEPS EXTENDING 2' MIN. HORIZONTAL EACH WAY AWAY FROM STEPS. REFER TO "TYPICAL STEPPED FOOTING DETAIL' THIS SWEET. NOTES: 1. FOR ACTUAL CONFIGURATION OF WALL FOUNDATION, FOUNDATION REINFORCEMENT, STEM LOCATION AND REINFORCEMENT REFER TO TYPICAL WALL SECTION(S). 2. ALL BAR ANCWORAGE/LAP SPLICES, HOOKS 4 MIN. STEM HT. REQS. 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. 5. REINFORCEMENT LABELS USED IN THIS DETAIL (f.e. 'BAR 1 ") ARE FOR REFERENCE ONLY. SEE DESIGN DETAILS FOR ACTUAL SIZE AND SPACING. GENERAL CONST. REQUIREMENTS OF MAS. RETAINING WALLS 44 MIN. X 48" LONG EPDXY COATED, STAINLESS OR GALVANIZED SMOOTH BARS MATCH (H) WALL REINF, SPACING. DIP ONE END N GREASE PRIOR TO " MIN. GROUTING DISCONTIME BOND BEAM REW 4 IMmVM DEEP ROM 0PAUDION CAP 4' MN JOINT FILL MATERIAL FULL MEOW EXPANSION JOINT DETAIL (PLAN VIEW) (V) few. PER W+W. (W) REIN°. MR TYP. SECTION c- t� L;MU C;C;NT OL JOINT_-- APPLY 0 40` MAX, d RETAINING WALL SCHEDULE H MAX REt. HEIGHT FOOTING WIDTH 'A' KEY DEPTH 151 VERTICAL WALL REINFORCEMENT C' KEY REINFORCEMENT D' 04 9 16" O.C. 1' -9" - "4 S 16" O.C. 21-011- 3111" 21 -9" 0' -3" w4 g 16" O.G. - 4' -0" - 5' -1111 4' -0" 11 -3" 04 a 16" O.C. 04 m 8" OR % a 16" 6' -0" - 6' -8" 4' -9" 1' -6" 05 tv 16" O.C. - 6' -8" - 1' -4" 5140" 2' -0" 05 6 8" O.C. "4 m 8" OR •fo g I6° RETAINING WALL SCHEDULE H MAX RET. HEIGHT FOOTING WIDTH 'A' WALL REINF. 'B' 1' -6" 04 9 16" O.C. 2' -0" - 4' -0" 2' -6" 04 9 I6" O.C. FOR WALLS CLOSER THAN 4FT WALL PER 'e WALL PER 8 b� III - III -III- "'- ' 1 =I I - Ili "�il- ,illl -ll LOWER BOTT. OF FTG. AS NECESSARY GUARDRAIL POST BY FOR IMMAGINARY 45 OTHERS (WHERE READ �' DEG. (1:1) LINE EXTENDING , FROM TOE OF FOOTING GUARDRAIL POST BY ADDITIONAL REINP. ABOVE TO MISS CMU STEM OTHERS (WHERE REQD.) i GUARDRAIL POST OF LOWER WALL PROPERTY PROPERTY LINE PER J JIf ADDITIONAL REINP. LINE (WHERE OCCURS) 9 GUARD RAIL POST (WHET= REQ'D) PER 5 NO SURCHARGE (i.e. BLDG. I i WITHIN OR VEHICLES) ALLOWED 2 - 04 (H) WITHIN 5' -0" OF WALL i 8" CMU -SOL GROUT l W/ (V) REINF. AS 04 (V) a 16" O.C. III- III = 111 ="'- 11= III— fII — "'- -I I -" SHOWN 4 044 (H) OR CONT PpN DOWEL I �'- TO TOP OF WALL 6 32" O.C. I � FOR ITEMS NOT I ( F 1 2121/11 J� I �y� 2��4n O T SEE CLR. CLR. WATERPROOFING WHEN WALLS ARE WITHIN 1 8" CMU SOLD GROUT I WATERPROOFING BY OTHERS 4' -0" OF EACH OCHER JOIN WALL PER e W/ lV) REINP. AS (- SHOWN 4 04 (H) BY OTHERS n AS REQ'D s 32" Z). C. I AS REQ'D Q I POOLING AS SHOWN U- 24" MIN. LAP @ *4 (H) BACJgILL 0 w 3011 MIN LAP 19 05 (V) 4 DRAINAGE • 436 "MIN. LAP 0%(V) _ 24" MIN. LAP *4 (H) n PER SOILS REPORT III -I_II 30" MIN LAP a "5 lVJ I = u 4 CIVIL PLANS 4 36" MIN. LAP g % (V) ° LL: p 6n L I ° 04 E 24" O.C. (04 a 24" MIN U.O.N.) T45 LII IIITLI = "'- {i z • z BACKPILL z I = 6' 7 4 DRAINAGE a; WALL PER e - = PER SOILS REPORT c" I = • 4 CIVIL PLANS = • C m u B. u 12 MIN. 04 g 16" O.C. [Q 3 A. CLR. T( ,iii - 1 f l I T - -- 04 a 24" O.C. 6" Qp, ©FESS /p,�, A h��wa�Pita a SF�� Fy2 . ar W/ 04 (H) 10 2411 (T48) EXP.:41 k+ W+ SECTION APPLIES TO WALLS ADD WIDTH F FOOTING L I WA LL 2 WITH 6' -0" OR LESS RET, HEIGHT PER SCHO. FOR ASSOCIATED F RETAINED HEIGHTS HI 4H2 REVISIONS APPROVE DATE �PE�NCES DATE BENCHMARK SCALE AS BUILT oeerc,�a7 cRa�wsv cs a+�sr ENGINEERING IDIvISION APPROvALS CIT`1' OF ENCINIT,48 PUBLIC WORIGS DEFART"IEN DRAWING NO. CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RFCOMMENDFD APPR 01025. 2.5" BRASS DISC STAMPED 'ENC -25 LS 1322 ", SET IN THE INTERSECTION OF SOUTH EL AICRIXONTAL I " =11 -0° OATE: Or PORTAL STREET AND LA MESA AVENUE, 100 FEET OATS MASIH MAHER GLENN PRAM BEACONS BEACH HOMES 12810 -G NORTH ALONG THE SOUTHEASTERLY CURS LINE OF SOUTH EL PORTAL STREET. VERTICAL N/A CASE NO: 18 -183 TPM/DR/CDP ELEVATION: 60.601' DAw. NAVvw DATE: 9!Z(o I` DATE: PREPARED: 4108/2016 A.P.N. 286 - 012 -18 -00 (o 01= i H ive lr 1_1 Al o r. M" 1v vs I -ILmv I GIN W/ % (V) EA COMER 403 TIES 6all REF 4 PLAN VIEW '���., PER PLAN PARTIAL PLAN Q 510 RETENTION BASIN SCALE= 1/4 " =1' ®0° n PLAN VIEW QQ INDICATES 1:1 IMAGINARY LINE EXTENDING FROM EDGE OF FOOTING TO MISS 510 RETENTION BASIN. LOWER FOOTING AS NECESSARY 510 RETENTION BASIN PER CIVIL PLANS 2 J Q�ofESSI ?y J. w m C m r OF A �� REVISIONS APPROVEr. DATE REFERENCES DATE BENCHMARK SCALE 45 BUILT "t"vlr4r° ®T WW.QM WT �UW-WUOT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEFARTMENT DRAWING NO I CITY OF ENCINITAS SURVEY CONTROL POINT 01025. 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 ALOWG THE SOUTHEASTERLY CURB LINE OF SOUTH EL PORTAL STREET. ELEVATIC1: 60.601' DATUM: NAVOW 14ORIZONTAL I =1 �-0 VERTICAL N/A PLANS PREPARED UNDER THE SUPERVISION OF DATE. RECOMI 1ZNDE APPRO ED B� MASIN MAKER B� CsLENN PRUnM DATE: 9/u /I b DATE: %t // p�jQV`/l v� ®E/�l�H H ®� � BEACONS BEACH CASE NO: 19 -193 TPM/DR/CDP PREPARE0: 410012016 A.P.N. 2.56-012-h5-00 12810 -G DATE 1 ®r- I