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2016-13102 G (Plans)RIGHT OF WAY NOTE OWNER IS 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 ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDER GROUND GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED " REPORT OF GEOTECHNICAL INVESTIGATION AVOCADO STREET RESIDENCES ENCINITAS CALIFORNIA" PREPARED BY GEOTECHINICS INCORPORATED DATED OCTOBER 15, 2001 , AND UPDATE DATED, MARCH 17,2015, iai Gwsn nCtfiA SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH 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 WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS , AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH'OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WIT!! SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, 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. 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 THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE ESTRADA AT (614) 917 -7037, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL, 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER'EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 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 WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARD CAPE, 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. REQUIRE 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY RE Q PERMIT OBTAINED. I D ENGINEERING RM T BE O THAT THIS PLAN BE REVISED O R THAT A SEPARATE R 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6, MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. a 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER, CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE 'PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY, LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 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 ANDi SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR. PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER- BERM /DIK ES S HALL BE PLACED A R OUN D ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED LEAK D FREQUENTLY FOR Q O S DUMPSTER S 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. 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 HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - LEUCADIA WASTEWATER DISTRICT - (760)- 753 -0155 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SEC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS- (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, IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1189 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 6240 SOFT INCREASE IN IMPERVIOUS AREA: 5051 SQFT IMPERVIOUS AREA REPLACED: 1189 SOFT DEVELOPMENT NOTES 1. ALL MASONRY FREESTANDING OR RETAINING WALLS VISIBLE FROM POINTS BEYOUND THE PROJECT SITE SHALL BE TREATED WITH A PROTECTIVE SEALANT COATING TO FACILITATE GRAFFITI REMOVAL, LEUCADIA WASTEWATER DIST• APPROVED AY' 6VD PIST a BW41AIM ZG�® S / / //7 sr" W" DEEIMPJ&, p& uj RGF DATE 351,eo,re- rh l/P FUW • _ •L PASCO LARET SUITER CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana ]Reach, GA 92075 ph 858.259.8212 1 fa 858.259.4812 1 pisaengineering.com OWNER STEVEN J. AND LORI D. ESTRADA 5395 LANARK COURT DUBLIN, OH 43017 (614) 917 -7037 SITE ADDRESS 164 EDGEBURT DRIVE ENCINITAS, CA 92024 APN: 254 -030 -22 LEGAL DESCRIPTION PARCEL 1 OF PARCEL MAP NO. 18962, IN THE CITY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY MAY 10, 2002 AS FILE NO, 02- 0398639, OFFICIAL RECORDS. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON 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 WITH 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 THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE ROPERTY OR PUBLIC EASEMENTS.�J� SIGNATURE: DATE: SI VEN J. ESTRADP SIGNATURE � DATE �R T RADA � SOILS ENGINEER'S CERTIFICATE STREET EDGEBURT DRNE PACIFIC OCEAN VICINITY MAP N.T.S. I, MATTHEW A. FAGAN A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON MARCH 17, 2015. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: z�a�/ /�� Ems_ RGE NO.: 2569 0�dQROFESS /O ,',, EXP. DATE: 12 -31 -17 Ec509 �w JOB #: SD420 EXP• i2�t_y J' �F GROUP DELTA CONSULTANTS H G P P 9245 ACTIVITY ROAD, SUITE 103, SAN DIEGO, CA 92126 OP CALIF (858) 536 -1000 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 ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OREMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF S H AG AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE:IG'I? f BRIAN M. A OLINO PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101 SOLANA BEACH, CA 92074 (858) 259 -8212 RCE EXPIRES 12 -31 -17 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H MAXIMUM VERTICAL DEPTH OF CUT = 10.7' MAXIMUM VERTICAL DEPTH OF FILL = 3 ' CUT = ±3500 C.Y. FILL= ±100 C.Y. EXPORT= ±3400 C.Y. REMEDIAL= ±225 C.Y. No. 71651 Exp. 12/31/17 PLANNING AND BUILDING I PARKS AND RECREATION 1 V BMP PROJECT STATUS SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT 3 ?� • �� 5 /0 7 3 ° 27 -17 �5 1 S DATE SIGN DATE SIGN DATE 'SIGN DATE IGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT �caivrvcv BY. DRAWN BY. CHECKED BY. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT a DRAWING NO. - Qa Sal L-( 3•13.1ti DESCRIPTION: STA. ENC -32 - 2" BRASS DISK LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE., 200' N OF E STREET HORIZONTAL: N/A VERTICAL: N/A ZZ"1 I� PLANS PREPARED UNDER SUPERVISION OF DATE: �' ill'I-7 R.C.E. NO.: 71651 � BRIAN M. ARD LINO EXP.: 12 -31 -17 RECOMMEND D: S2N P OVED: � r�i/1 MASIH MAHER it 6 Z 7 5� � , 7 Q DATE DATE GRADING PLAN FOR: 164 EDGEBURT DRIVE STEVEN &LORI -22-00 ESTRADA APN: 254 - 030 -22 -00 PLANNING CASE NO: 15 -121 DRMOD /CDP 13102 -G BRIAN M. ARDOLINO DATE RECORD FROM: ROS NO. 18416 ELEVATION: 92.004' DATUM: NAVD88 SI►J -y1y1� (W 3.1.1 SHEET 1 OF 12 REVIEW R INSPECTOR SENIOR ENGINEER PLSA 850 1� W _0 Cn IL U O co 0 a w� F o uQ Lu d' 2 N O N U Z U) co a �n STA 2 +50.00 EX. �Iti MANHOLE 102 -0121 IE IN =46.60 !�_XT =46.40 - 4" PVC SS 02% MIN. pp �Z70U 7 5 0" HT PCC 6" FLUSH CURB VG POST TO, 24" LAYER 2" LAYER OF 314" (DEPTH PE DROUGHT TOLERANT PLANTS (TYR) 2' HARDWOOD MULCH/ GRASS COVER OR CITY APPROVED EQUIVALENT 17. NOTE- SPECIAL INSPECON REQUIRED: PRIOR TO OCCUPANCY, FINAL INSPECTION, RELEASE OF SECURITIES, AS- BUILTS, AND /OR GRADING PLAN SIGNOFF, WHICHEVER MAY COME FIRST, THE ENGINEER OF RECORD SHALL FIELD SURVEY AND VERIFY THAT THE CONSTRUCTED IMPERVIOUS SURFACE IS LESS THAN 10,000 SF. A SIGNED AND STAMPED INSPECTION REPORT SHALL BE PROVIDED TO THE ENGINEERING FIELD INSPECTOR. IF 10,000 SF OR MORE OF IMPERVIOUS SURFACE IS CREATED, 774E PROJECT SHALL BE CONSIDERED A PRIORITY DEVELOPMENT PROJECT FOR PURPOSES OF STORMWATER QUALITY TREATMENT AND SHALL COME INTO FULL COMPLIANCE WITH THE PROVISIONS OF THE NPDES MS4 PERMIT AND THE CITY OF ENCINITAS BMP DESIGN MANUAL. FILL OPENINGS IN PAVER UNITS WITH b" TO AGGREGATE 2" BEDDING COURSE LAYER j" TO AGGREGATE . �• .0 Ir ,i , " PERMEABLE PAVER DETAIL 12' SUB BASE COURSE BIO RE, TENTI 01V AREA DETAIL NOT TO SCALE ANGULAR 3" ROCK NOTES: NOT TO SCALE 1. PAVER INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER SECTION IS * BIORETEN71ON "ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24" DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN SHOWN FOR REFERENCE ONLY PAVER SECTION IS REQUIRED TO MAINTAIN IMPOSED LOADS OF NOT 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH, AND 20 -30% LESS THAN 75,000 LBS TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. 2. AC PAVEMENT SHALL BE MINIMUM 24' WIDE WITHIN RIGHT -OF -WAY AT PROPERTY FRONTAGE. ** 314' CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" 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 � 45ERVtoUS P/�VE2S IrIVO rtSP•RAP IAI /t /W TO /SE CALCULATION. ALL BlORETENTION PLANTERS i0 BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE AKAIA/tA3NED 15Y PAOPERf`/ OWAIE/Z PER ENLRoALHWeAf1' R nr ksur. A-" 1tlzwtoaAt_ covFU.4A1r 11EC ON � R/w S•2-17 14Si00C:1b1)-olk6So1 R/w 20' 20, 28' PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 ( fz 858.259.4812 1 pleaengineering.com CHANGE NO. DESCRIPTION 19' 111' 113' - 2 t5' I DEDICATIQN APPROXIMATE L7" EX PAVING � VARIES SEC77ON VARIES 2R 5% VARIES W BOX AVOCADO STREET TYPICAL SECTION NOT TO SCALE GRADE 1 IN GRADINGPLAN PERVIOUS PAVERS SCALE 1 ° -10' PER DET THIS SHT. RET. WALL PER STRUCTURAL PLANS EX. GRADE PERVIOUS PAVERS 93 PER DET THIS SHT. PVC SECTION A -A NOT TO SCALE 2' HIGH OPEN R S RETAINING WALL WOOD LATTICE CMU FENCE WALL I RIP RAP PER STRUCTURAL ENERGY PLANS 83.0 TW DISSIPATOR PERMANENT SHORING WALL PER SDRSD SEE SHEETS 4 -8 D -40 WITH 6" PVC I NO. 2 BACKING ® 0.5% PERVIOUS PAVERS PER DET. THIS SHT. � AVOCADO STREET SEWER LA7ERAL DATA PARCEL IPATOR PER SDRSD / % 1 - LENGTH OF LATERAL IE lAT ® PL D=40 WITH NO. 2 BACKING/ S6• PAD ELEV ` 5 +50.00 1 MANHOLE 102 -0121 / 1.2' IE OUT =80.00 73.69' INSTALL LARGE COBBLE OR 8340' VEGETATION ON OVERFLOW EDGES 78.15' TO ENSURE EROSION DOES NOT OVERFLOW PRECAST OCCUR TO THE SATISFACTION OF CONCRETE BOX THE CITY INSPECTOR AND TOP OF BOX TO ENGINEER OF WORK MATCH ELEVATION 2% OF OVERFLOW EDGE 24" LAYER 2" LAYER OF 314" (DEPTH PE DROUGHT TOLERANT PLANTS (TYR) 2' HARDWOOD MULCH/ GRASS COVER OR CITY APPROVED EQUIVALENT 17. NOTE- SPECIAL INSPECON REQUIRED: PRIOR TO OCCUPANCY, FINAL INSPECTION, RELEASE OF SECURITIES, AS- BUILTS, AND /OR GRADING PLAN SIGNOFF, WHICHEVER MAY COME FIRST, THE ENGINEER OF RECORD SHALL FIELD SURVEY AND VERIFY THAT THE CONSTRUCTED IMPERVIOUS SURFACE IS LESS THAN 10,000 SF. A SIGNED AND STAMPED INSPECTION REPORT SHALL BE PROVIDED TO THE ENGINEERING FIELD INSPECTOR. IF 10,000 SF OR MORE OF IMPERVIOUS SURFACE IS CREATED, 774E PROJECT SHALL BE CONSIDERED A PRIORITY DEVELOPMENT PROJECT FOR PURPOSES OF STORMWATER QUALITY TREATMENT AND SHALL COME INTO FULL COMPLIANCE WITH THE PROVISIONS OF THE NPDES MS4 PERMIT AND THE CITY OF ENCINITAS BMP DESIGN MANUAL. FILL OPENINGS IN PAVER UNITS WITH b" TO AGGREGATE 2" BEDDING COURSE LAYER j" TO AGGREGATE . �• .0 Ir ,i , " PERMEABLE PAVER DETAIL 12' SUB BASE COURSE BIO RE, TENTI 01V AREA DETAIL NOT TO SCALE ANGULAR 3" ROCK NOTES: NOT TO SCALE 1. PAVER INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER SECTION IS * BIORETEN71ON "ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24" DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN SHOWN FOR REFERENCE ONLY PAVER SECTION IS REQUIRED TO MAINTAIN IMPOSED LOADS OF NOT 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH, AND 20 -30% LESS THAN 75,000 LBS TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. 2. AC PAVEMENT SHALL BE MINIMUM 24' WIDE WITHIN RIGHT -OF -WAY AT PROPERTY FRONTAGE. ** 314' CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" 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 � 45ERVtoUS P/�VE2S IrIVO rtSP•RAP IAI /t /W TO /SE CALCULATION. ALL BlORETENTION PLANTERS i0 BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE AKAIA/tA3NED 15Y PAOPERf`/ OWAIE/Z PER ENLRoALHWeAf1' R nr ksur. A-" 1tlzwtoaAt_ covFU.4A1r 11EC ON � R/w S•2-17 14Si00C:1b1)-olk6So1 R/w 20' 20, 28' PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 ( fz 858.259.4812 1 pleaengineering.com CHANGE NO. DESCRIPTION 19' 111' 113' - 2 t5' I DEDICATIQN APPROXIMATE L7" EX PAVING � VARIES SEC77ON VARIES 2R 5% VARIES W BOX AVOCADO STREET TYPICAL SECTION NOT TO SCALE GRADE 1 IN GRADINGPLAN PERVIOUS PAVERS SCALE 1 ° -10' PER DET THIS SHT. RET. WALL PER STRUCTURAL PLANS EX. GRADE PERVIOUS PAVERS 93 PER DET THIS SHT. PVC SECTION A -A NOT TO SCALE 2' HIGH OPEN R S RETAINING WALL WOOD LATTICE CMU FENCE WALL I RIP RAP PER STRUCTURAL ENERGY PLANS 83.0 TW DISSIPATOR PERMANENT SHORING WALL PER SDRSD SEE SHEETS 4 -8 D -40 WITH 6" PVC I NO. 2 BACKING ® 0.5% PERVIOUS PAVERS PER DET. THIS SHT. � AVOCADO STREET SEWER LA7ERAL DATA PARCEL STATION & OFFSET OF LATERAL INVERT AT MAIN IE DROP AT MAIN LENGTH OF LATERAL IE lAT ® PL LATERAL SLOPE % GROUND ELEV ® PL PL TO IE DEPTH PAD ELEV UPSTREAM MH RIM ELEV. BACKWATER VALVE REQ'D 1 4 +76.00 72.09' 1.2' 20' 73.69' 2.0 8340' 9.71' 78.15' 80.00' YES 2 4 +32.58 6720' 1.2' 20' 68.80' 2.0 77.50' 8.70' 78.65' 80.00' YES 3 4 +2758 66.63' 1 1.2' 20' 1 68.23' 1 2.0 1 77.20' 1 8.97' 1 79.25' 80.00' YES 4 1 4+22.58 1 66.07' 1 1.2' 1 20' 1 67.67" 1 2.0 1 76.30' 1 8.63' 1 79.15' 80.00' YES APPROVED DATE BENCHMARK SCALE BUILT 5 -li DESCRIPTION: STA. ENC -32 - 2" BRASS DISK LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE., 200' N OF E STREET HORIZONTAL: N/A RECORD FROM: ROS NO. 18416 BRIAN LINO ELEVATION: 92.004' VERTICAL: NIA DATUM:NAVD88 SAO 1asVk u� a r. nnrn -r�rn co oftmmftbmv� SECTION D -D NOT TO SCALE PRIVATE I � FS 75.98 ROAD 6.62X PCC DRIVE RET. WALL PER STRUCTURAL PLANS • NOT TO SCALE n LSEE ' 2' HIGH OPEN WOOD LATTICE CMU FENCE WALL 6" PVC PIPE 3" PVC PIPE OATED SOLDIER D DRIVE SHAFT I. ETS 4 -8 PERVIOUS PAVERS T. THIS SHT. PER DE 6" PV . SNOTTIO�B 5' 12.17' 5 75.45 62X FS "74.54 RESIDENCE 4 DRIVEWAY PROFILE NOT TO SCALE PLANS PREPARED UNDER SUPERVISION OF 1 DATE: 10 DATE R.C.E. NO.: 71651 let BRIAN M. ARDOL NO ,i�ieirrn -31-17 EXP.: 12 t y -75- o SDWD CONSTRUCI7ON NOTES 1❑ DISTRICT TO EXTEND EX 1" COPPER WATER LATERAL AND RELOCATE r y - -.� APN: t 2514 - 054-44 - I -- -` r RIP -RAFT ENERGY SIPAID(2 PER AN SDRSD D -40 0 f METER FOR UNIT 1 AT OWNER'S EXPENSE. - - PROPERTY LINE M2 DISTRICT TO INSTALL 1" COPPER WATER LATERAL AND T" METER PER ADJACENT PROPERTY LINE WAS WS -01, WC -17 FOR UNIT 2 AT OWNER'S EXPENSE. - CENTERLINE OF ROAD - - - - - PROPOSED EASEMENT M3 DISTRICT TO INSTALL i" COPPER WATER LATERAL AND T' METER PER WAS WS -01, WC -17 FOR UNIT 3 AT OWNER'S EXPENSE. - - PROPOSED SETBACKS ® DISTRICT TO INSTALL 1" COPPER WATER LATERAL AND 1' METER PER PROPOSED PCC PAVEMENT WAS WS -01, WC -17 FOR UNIT 4 AT OWNER'S EXPENSE. PROPOSED PERMEABLE PAVERS PER DETAIL THIS SHEET LWWD CONSTRUCTION NOTES PROPOSED BIORETENHON 8MP AREA INSTALL SEWER LATERAL PER LWD S -17, 25, 32 2� INSTALL SEWER CLEANOUT PER LWD S -25 R 2' HIGH OPEN -5' 5' CUTOR FS 71.00 S 71.50 FS/7G GARAGE 70.90 FF 71.00 _ 1' 2{'� 2% CMU WALL 4' MAX HEIGHT 3" PVC 79.6 TO 79.7 IE OUT ® 0.5% 55 - -- -80 - - -- - 84 k� \0 N \� e4 6\ a ff DECORATIVE GRAVEL PER LANDSCAPE ARCHITECT PLANS PROPOSED GABION WALL PER LANDSCAPE ARCHITECT PLANS PROPOSED CONTOUR LINE EXISTING CONTOUR LINE PROPOSED FLOWLINE DRAINAGE DITCH PROPOSED PERMANENT SHORING WALL PER SHTS. 4 -8 PROPOSED RETAINING WALLS PER STRUCTURAL PLANS PROPOSED FENCE PER ARCH. PLANS PROPOSED STORM DRAIN INLET PROPOSED STORM DRAIN CLEANOUT PROPOSED STORM DRAIN W♦ CUTOFF WALL f_ o FF FINSHED FLOOR 5 GF GARAGE FINISHED FLOOR F Q N (78.6) TW EXISTING GRADE AT TOP OF WALL � = N E]IORETEMION (78.5) BW EXISTING GRADE AT THE BOTTOM OF WALL Q i m AREA SEE DETAIL O N THIS SHEET U z 3X1.5' MAX 6" CAP WITH CRUSHED n¢. m 00 PCC PAVER F ROCK OR LARGER (MIN) COVENANT HOLDING CITY HARMLESS FOR DRAINAGE RECORDED ON 5 -:-" CRASHED ROCK AS DOC. J017 -G 9.L98S OR LARGER (MIN) PAVER PATIO/WALKWAY TYPICAL SECTION NOT TO SCALE NOT TO SCALE ENGINEERING DIVISION APPROVALS RECOMMENDVD: PF VED: M • - MASH MAHER R IS 0 5/1717 _ DATE DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. GRADING PLAN FOR: 164 EDGEBURT DRIVE STEVEN & LORI ESTRADA 13102 -G APN: 254 - 030 -22 -00 SHEET 2 OF 12 PLSA 850 'DNSD w EM-M -40 WITH S PROPOSED SEWER LATERAL W SECTION E -E NO. 2 STACKING Q W � PROPOSED WATER LATERAL O NOT TO SCALE a FS FINISHED SURFACE i i �- 3' TO 4" 0 COBBLE FG FINISHED GRADE FLOW LINE w - CUTOFF WALL f_ o FF FINSHED FLOOR 5 GF GARAGE FINISHED FLOOR F Q N (78.6) TW EXISTING GRADE AT TOP OF WALL � = N E]IORETEMION (78.5) BW EXISTING GRADE AT THE BOTTOM OF WALL Q i m AREA SEE DETAIL O N THIS SHEET U z 3X1.5' MAX 6" CAP WITH CRUSHED n¢. m 00 PCC PAVER F ROCK OR LARGER (MIN) COVENANT HOLDING CITY HARMLESS FOR DRAINAGE RECORDED ON 5 -:-" CRASHED ROCK AS DOC. J017 -G 9.L98S OR LARGER (MIN) PAVER PATIO/WALKWAY TYPICAL SECTION NOT TO SCALE NOT TO SCALE ENGINEERING DIVISION APPROVALS RECOMMENDVD: PF VED: M • - MASH MAHER R IS 0 5/1717 _ DATE DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. GRADING PLAN FOR: 164 EDGEBURT DRIVE STEVEN & LORI ESTRADA 13102 -G APN: 254 - 030 -22 -00 SHEET 2 OF 12 PLSA 850 CONSTRUCTION- ENTRANCE . DETAIL I / ETAIL THIS SHEET DEEPENED I r r. : R ,I, 1 IDUT PAVER SEWER PER AC r - - ® c -mm � ®.ffi � -� ear mm- a�� ••� m® -•mom . r-��. �® 1 � �- � � m.v -� a•+.. ` �.-• rte. - - �'i� �� r�� ®� �� 4► ! �s R� � ®® ®sue, �� ark! ®i m � _ r �• 7Z7 TG owl Ii ►i 91r TYP9 V y 0' HT 6 It FL 1- -- 78.15 FG 7"5,FG Z o 0 w a 77.80 TG � 1 1 z 0 - - i - AM%� � 79.10 TG I 78.00 TG _ 77.3_ -_ ( 77.15 IE 1 1325 -ice88 0.5% f i L - -- - - - -- -- 3 _-Sp--- R l - b 0 3 PVC PPE ftJ i 78.52 FS ~ GARAGE f _(FRONT)_=78 t5 I 78.15 FG 78.55 FS INSTALL GRAVEL BAGS 78.15 FG I AROUND INLETS PER RESIDENCE 1 DETAIL THIS SHEET (tYP)- - -f PAD °78.45' -. GARAGE FF= 78.82' GARAGE P`AT1 -7955-E- 8J---_ _ - �V I 78.55 FS 78.15 FG 7"5,FG Z o 0 w a 77.80 TG � 1 1 z 0 - - i - AM%� � 79.10 TG I 78.00 TG _ 77.3_ -_ ( 77.15 IE 1 1325 -ice88 0.5% f i L - -- - - - -- -- 3 _-Sp--- R l - b 0 3 PVC PPE ftJ i 78.52 FS ~ GARAGE f _(FRONT)_=78 t5 I 78.15 FG 78.55 FS INSTALL GRAVEL BAGS 78.15 FG I AROUND INLETS PER RESIDENCE 1 DETAIL THIS SHEET (tYP)- - -f PAD °78.45' -. GARAGE FF= 78.82' GARAGE P`AT1 -7955-E- 8J---_ _ - I 78.55 FS - - - - -84 - -1 - - - - -� I - - - - I 78.15 FG - -85--- -"_ 77.12 IE 79.05 f5 -_- 78:10.TG , _- - -- 86 _ __ - - - -- -- 77.50 IE 78.15 FG 7"5,FG Z o 0 w a 77.80 TG � 1 1 z 0 - - i - AM%� � 79.10 TG I 78.00 TG _ 77.3_ -_ ( 77.15 IE 1 1325 -ice88 0.5% f i L - -- - - - -- -- 3 _-Sp--- R l - b 0 3 PVC PPE •. 1 I• r1► r. I• - I .0047 vv') 1 I r 75 - APN: t -- / - -- - - - - > - 2"54 -44� l RIP -RAP- ENERG -- - _APN:254- 030 -2 7833 T� - DISSIPATOR PEB ..@ _ _ - - - r 7733 '/8 DUSTING-IREE- 0�` '� SDRSD 119 IE _ - TO BE REMOVED - 78.8 fiG 0� (iN99�_r _77.20 IE 01 - - 77.30 -JE- IE 1 1 ' KING9J 1 - 6' PV C - GO -' _. 1 J Lj /`/ N.S. PVC ®0.5% 6% �., h5 x `� ` � �>, � " . � 79.15 FG i Lj 0�9\ 9 Li } n\ Y GARAGE _ -- - 8r n, -79.f5 FS - -BASIN. -.3 79.65 FS l' 79.25 FG - 77.7 FG` 79.60 79.70 FS � 4 BOTfOM BASIN 37. -f3 IE� �F �} �WALL- GRAVEL ,gs FAIL THIs-SHEE f (TY# RESIDENCE 3� 79.65 FS 79.20 TG �� PAD = 79.25' 79.20 TG 7szo IE I 92' 7.831E 79.20 T 7813 -% 77.87 1E 79.20- - .- _ 79.25 fG _.- 79.25 FG 79.25 {FG 78.00 IE _ ,!rt, *• t y.:N :. 4 a' 4 ;car. 7-rm T i Ir WALL I INSTALL GRAVEL BAGS - ° AROUND INLETS PER 79 55 FS AETAIL-THIS _SHEEP } '` / I � II 78.16 TG t -- i '= 77.40 L9ASUV 4 BUBBLER I RESIDENCE 4 7e.'»G'•'•`• 0 PAD =79.15 $5'TG 0• y 1-7. RATION 1 } 78. If m 01 _ . - - -- __ _ - -I _ N FF= 79.82' 9• -RAP INSTALL 24' SUMP -AND 1� I ` SIMPLEX .PUMP 8Y ZOELLk`R (M264) OR EQUIVALENT . _t h� 79.55 FS WOOD VAI .,` 25Z I . , 7454 FS = ;,709 ° �RAGE/BASEME P DRILViII? #' , zo' RYSBf o 8 iNee p►N' - - I I I II 19• .I BELOW - 7" , w � -- '��::. 79.00 TG ❑ - � ;� � "; � ...�. 78.50 IE 0 74: FS` a BLDG HLI. WALL PER ( 29.15 fG II 1� .JLC. �- -p PLANS - S ARCHITECTURAL 8 19.2 IE ss•6' �, `�77%'._ _... ,. 15 fG _79. FG � Il 1 0� 1 - 5 , SYSB1�`0 8 -v 0 l r Z' 4' MAX HT CMU - �i1 ��- W06D \ WALL W/ 2'qu OPEN 0� h �� 0 10 �� -9 , p p Q \QF NIN. 19ti� 1� 0,1 6 1 APN: 254-030- 0 f ` S03i AaPN: 254-030-21 CAPE -19 v � ,r � F : �\ - - - - - PROPERTY LINE ADJACENT PROPERTY LINE - - CENTERLINE OF ROAD - - - - - - - - PROPOSED EASEMENT EROSION CONTROL PLAN LEUCADIA WASTEWATER DISTRICT NOTES LEUCADIA WASTEWATER DISTRICT NOTES (CONTINUED) PROPOSED SETBACKS 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, SCALE: 1' =10' OR CONTRACTOR FROM RESPONSIBILITY FOR 774E CORRECTION OF ERRORS AND OMISSIONS DISCOVERED AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL DURING OR AFTER CONSTRUCTION. ACCEPTANCE BY LIND. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER 077LI71ES PROPOSED CONSTRUCTION AND UTILITY LATERALS. ENTRANCE PER DETAIL THIS SHEET 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICA77ONS FOR 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY 774E GRAVEL BAGS OVERLAP COARSE PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT LWD INSPECTOR PRIOR TO PAVING. PROPOSED SANDBAG BERM ONTO CURB AGGREGATE EDITIONS. IN THE EVENT OF CONFLICT THE LIND SEWER STANDARDS GOVERN. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WiTF1 PROPOSED SILT FENCE FILTER 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR FABRIC ALL TIMES WITHOUT EXCEPTION. INSTALLATION OF GASKETED PVC SADDLE WYE ON EXISTING PIPE, CONTRACTOR SHALL PLACE SADDLE ON THE EXISTING PIPE AND MARK THE PIPE WITH AN OUTLINE OF THE PROPOSED CUT -IN PRIOR TO ORIGINAL 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON INSTALLATION. CUT -IN SHALL BE CLEAN AND NOT EXCEED MARKED OUTLINE OVER ACCEPTABLE GRADE THE JOBSITE AT ALL TIMES. LIMITS DEEMED BY LWD INSPECTOR. ALL REJECTED GASKETED SADDLE INSTALLA77ONS SHALL BE REPAIRED IN ACCORDANCE WI714 LWD STANDARD DRAWING S -32 TYPE it REPAIR. FOR INSTALLING 1. SET POSTS AND EXCAVATE A 2. STAPLE EXTRA STRENGTH SILT FENCE OR '� 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AN PLAIN END PIPE 4 BY 4 IN (10 BY 10 CM) WIRE FENCING TO THE POSTS. IF USING FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSER71NGWYES INTO AN TRENCH UPSLOPE FROM AND EXTRA STRENGTH SILT FENCE, POSTS ARE A IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER EXISTING SEWER. ALONG THE LINE OF POSTS TO BE SPACED CLOSER THAN STANDARD TO LWD. PRE - MANUFACTURED SILT FENCE ^� TWO LAYERS OF GRAVEL BAGS 1.1' MIN., UNLESS OTHERWISE 17. EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNEC110NS RUNOFF WITH ENDS OVERLAPPED SPECIFIED BY A SOILS ENGINEER 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LIND PERMIT FOR CONSTRUCTION NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32. IF PRODUCTS. AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. NECESSARY DURING 774E LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXIS77NG SEWER SHALL SECTION A -A BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A INLET PROTECTION 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONS71TUTE A REPRESENTATION OF THE ACCURACY OF DOWNSTREAM LWD SEWER. IN LOCA77ONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE THE LOCA77ON OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT W17H FULL -71ME MANNED MONITORING. NO NOT TO SCALE STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. UNMANNED BYPASS SHALL BE ALLOWED. NOTE: . r B. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY 774E LWD DISTRICT ENGINEER IN WRITING 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE _ CONTRACTOR TO MODIFIY CONSRUC110N PRIOR TO CONSTRUCTION. OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC �--'/ (15 CM) �� / I ENTRANCE IN THE FIELD AS NECESSARY SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL 6 IN B 9. CONNEC7IONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING CONSTRUCT SEDIMENT BARRIER AND DITCH PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE Pk AND ADJOINING �/� CONST CONSTRUCT RUNOFF TO SEDIMENT EXISTING SEWER UN71L AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE s TRAPPING DEVICE OR AS APPROVED BY DISTRICT ENGINEER. EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS THE POSTS AND EXTEND IT EXCAVATED SOIL MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. INTO THE TRENCH. / 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS A / 07HERMSE SHOWN AS APPROVED BY LWD ON THE PLANS. 19. PVC OR VITRIFIED CLAY PIPE (VCT') SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO RUNOFF TWO LAYERS OF GRAVEL BAGS EXIS71NG VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. I 11. A 2 -INCH HIGH 'S' SHALL BE INSCRIBED ON THE CURB FACE ATTACH LATERAL LOCATION BY THE STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNEC7IONS OF VCP TO PVC, A ROMAC W774 ENDS OVERLAPPED CONTRACTOR. INDUSTRIES, INC. SME RC 501 REDUCING COUPLING WITH MATCHING INVERTS OR APPROVED EQUAL ((( I I I) FILTER FABRIC I GAP BETWEEN BAGS SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, I) s N9RE(IF INSTALLED) ACTS AS SPILLWAY WIDTH AS REQUIRED EXTEND UP TO A 2' COPPER TAG 71ED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO GRAVEL SAG DETAIL TO ACCOMODATE r0 SHALL TERMINATE 6' ABOVE PAVING SUBGRADE WITH FINAL LOCA71ON JUST BELOW PAVING. THE TAG THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED F AN77CIPATED TRAFFIC o OVER THE CUSTOMER END OF 774E LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. THEREAFTER BE BURIED AT THE POINT OF CONNECTION. � 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR 77ME LIMIT 3 IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK SLT FENCE DETAIL. Of ESSip TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO QR Nq q THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LIND DISTRICT �CHAEL 19' RADIUS ENGINEER PRIOR TO THE START OF CONSTRUCTION. PASCO LARET SUITER D m s 5D MIN Z Z c .�d w m No. 71651 o m 9 <F: 1 "� I NOTE: & ASSOCIATES Cr Exp. 12/31/17 __0 BIORETEN77ON BASINS SHALL BE EXCAVATED AND USED AS DESILTING CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING "5 t 1 O 5 0 1I 20 30 BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY 535 North Highway 101, Ste A, Solana ?Beach, CA 92075 ST9 CIV1V ��\P CONSTRUC77ON ENTRANCE DETAIL REMOVED AND THE BIORETEN71ON BASINS COMPLETED ONCE FINAL SITE mm ph 858.259.8212 I fz 858.259.4812 I plsaengineering,com TF OF C GRAPHIC SCALE IN FEET STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN 6 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. INITIALS INITIALS INITIALS SAu1 I l DESCRIPTION: STA. ENC -32 - 2" BRASS DISK PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: ROV - GRADING PLAN FOR: 164 EDGEBURT DRIVE LOCATION: TOP OF CURB EAST SIDE OF HORIZONTAL: N/A t7• Nl VULCAN ASE. 200' N OF E STREET DATE: "8'10' I'1 M M RECORD FROM: ROS NO. 18416 BRIAN M. ARDOLINO DATE MASIH MAHER Rp t STEVEN Sc LORI ESTRADA 13102 -G ELEVATION: 92.004' VERTICAL: NIA R.C.E. NO.: 71651 5 /I% �J7 /7 APN: 254 - 030 -22 -00 DATUM: NAVD88 5 0t 5/la =✓ I Ih BRIAN M. ARDOLINO REVIEWER INSPECTOR SENIOR ENGINEER EXP.: 12 -31 -17 DATE T DATE SHEET 3 OF 12 PLSA 8! r � 1 w L) O 06 fr w� F_ o co Q L LJ tr =C? O N UZN '0 CO a. Lo -78:60-TG_ II 77.02 IE / 79.01 FS , I - 78.65 FG - _ i GARAGE RESIDENCE 2 PAD= 78.65'_ 79.05 FS - - mm- FG- FF`79A2' I - - - - I 78.60 TG�� - - 77.12 IE 79.05 f5 ____ . _ �_ 78 60 TG - 7X53IE ``� 78.57 TG INSTALL GRAVEL BAGS ` 77.19 IE ^t., ^' AROUND I LEIS-PER- DETAIL IL SHEET (TYP) 78.65 FG ,r ° _. 77.45 lE •. 1 I• r1► r. I• - I .0047 vv') 1 I r 75 - APN: t -- / - -- - - - - > - 2"54 -44� l RIP -RAP- ENERG -- - _APN:254- 030 -2 7833 T� - DISSIPATOR PEB ..@ _ _ - - - r 7733 '/8 DUSTING-IREE- 0�` '� SDRSD 119 IE _ - TO BE REMOVED - 78.8 fiG 0� (iN99�_r _77.20 IE 01 - - 77.30 -JE- IE 1 1 ' KING9J 1 - 6' PV C - GO -' _. 1 J Lj /`/ N.S. PVC ®0.5% 6% �., h5 x `� ` � �>, � " . � 79.15 FG i Lj 0�9\ 9 Li } n\ Y GARAGE _ -- - 8r n, -79.f5 FS - -BASIN. -.3 79.65 FS l' 79.25 FG - 77.7 FG` 79.60 79.70 FS � 4 BOTfOM BASIN 37. -f3 IE� �F �} �WALL- GRAVEL ,gs FAIL THIs-SHEE f (TY# RESIDENCE 3� 79.65 FS 79.20 TG �� PAD = 79.25' 79.20 TG 7szo IE I 92' 7.831E 79.20 T 7813 -% 77.87 1E 79.20- - .- _ 79.25 fG _.- 79.25 FG 79.25 {FG 78.00 IE _ ,!rt, *• t y.:N :. 4 a' 4 ;car. 7-rm T i Ir WALL I INSTALL GRAVEL BAGS - ° AROUND INLETS PER 79 55 FS AETAIL-THIS _SHEEP } '` / I � II 78.16 TG t -- i '= 77.40 L9ASUV 4 BUBBLER I RESIDENCE 4 7e.'»G'•'•`• 0 PAD =79.15 $5'TG 0• y 1-7. RATION 1 } 78. If m 01 _ . - - -- __ _ - -I _ N FF= 79.82' 9• -RAP INSTALL 24' SUMP -AND 1� I ` SIMPLEX .PUMP 8Y ZOELLk`R (M264) OR EQUIVALENT . _t h� 79.55 FS WOOD VAI .,` 25Z I . , 7454 FS = ;,709 ° �RAGE/BASEME P DRILViII? #' , zo' RYSBf o 8 iNee p►N' - - I I I II 19• .I BELOW - 7" , w � -- '��::. 79.00 TG ❑ - � ;� � "; � ...�. 78.50 IE 0 74: FS` a BLDG HLI. WALL PER ( 29.15 fG II 1� .JLC. �- -p PLANS - S ARCHITECTURAL 8 19.2 IE ss•6' �, `�77%'._ _... ,. 15 fG _79. FG � Il 1 0� 1 - 5 , SYSB1�`0 8 -v 0 l r Z' 4' MAX HT CMU - �i1 ��- W06D \ WALL W/ 2'qu OPEN 0� h �� 0 10 �� -9 , p p Q \QF NIN. 19ti� 1� 0,1 6 1 APN: 254-030- 0 f ` S03i AaPN: 254-030-21 CAPE -19 v � ,r � F : �\ - - - - - PROPERTY LINE ADJACENT PROPERTY LINE - - CENTERLINE OF ROAD - - - - - - - - PROPOSED EASEMENT EROSION CONTROL PLAN LEUCADIA WASTEWATER DISTRICT NOTES LEUCADIA WASTEWATER DISTRICT NOTES (CONTINUED) PROPOSED SETBACKS 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, SCALE: 1' =10' OR CONTRACTOR FROM RESPONSIBILITY FOR 774E CORRECTION OF ERRORS AND OMISSIONS DISCOVERED AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL DURING OR AFTER CONSTRUCTION. ACCEPTANCE BY LIND. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER 077LI71ES PROPOSED CONSTRUCTION AND UTILITY LATERALS. ENTRANCE PER DETAIL THIS SHEET 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICA77ONS FOR 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY 774E GRAVEL BAGS OVERLAP COARSE PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT LWD INSPECTOR PRIOR TO PAVING. PROPOSED SANDBAG BERM ONTO CURB AGGREGATE EDITIONS. IN THE EVENT OF CONFLICT THE LIND SEWER STANDARDS GOVERN. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WiTF1 PROPOSED SILT FENCE FILTER 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR FABRIC ALL TIMES WITHOUT EXCEPTION. INSTALLATION OF GASKETED PVC SADDLE WYE ON EXISTING PIPE, CONTRACTOR SHALL PLACE SADDLE ON THE EXISTING PIPE AND MARK THE PIPE WITH AN OUTLINE OF THE PROPOSED CUT -IN PRIOR TO ORIGINAL 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON INSTALLATION. CUT -IN SHALL BE CLEAN AND NOT EXCEED MARKED OUTLINE OVER ACCEPTABLE GRADE THE JOBSITE AT ALL TIMES. LIMITS DEEMED BY LWD INSPECTOR. ALL REJECTED GASKETED SADDLE INSTALLA77ONS SHALL BE REPAIRED IN ACCORDANCE WI714 LWD STANDARD DRAWING S -32 TYPE it REPAIR. FOR INSTALLING 1. SET POSTS AND EXCAVATE A 2. STAPLE EXTRA STRENGTH SILT FENCE OR '� 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AN PLAIN END PIPE 4 BY 4 IN (10 BY 10 CM) WIRE FENCING TO THE POSTS. IF USING FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSER71NGWYES INTO AN TRENCH UPSLOPE FROM AND EXTRA STRENGTH SILT FENCE, POSTS ARE A IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER EXISTING SEWER. ALONG THE LINE OF POSTS TO BE SPACED CLOSER THAN STANDARD TO LWD. PRE - MANUFACTURED SILT FENCE ^� TWO LAYERS OF GRAVEL BAGS 1.1' MIN., UNLESS OTHERWISE 17. EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNEC110NS RUNOFF WITH ENDS OVERLAPPED SPECIFIED BY A SOILS ENGINEER 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LIND PERMIT FOR CONSTRUCTION NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32. IF PRODUCTS. AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. NECESSARY DURING 774E LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXIS77NG SEWER SHALL SECTION A -A BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A INLET PROTECTION 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONS71TUTE A REPRESENTATION OF THE ACCURACY OF DOWNSTREAM LWD SEWER. IN LOCA77ONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE THE LOCA77ON OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT W17H FULL -71ME MANNED MONITORING. NO NOT TO SCALE STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. UNMANNED BYPASS SHALL BE ALLOWED. NOTE: . r B. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY 774E LWD DISTRICT ENGINEER IN WRITING 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE _ CONTRACTOR TO MODIFIY CONSRUC110N PRIOR TO CONSTRUCTION. OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC �--'/ (15 CM) �� / I ENTRANCE IN THE FIELD AS NECESSARY SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL 6 IN B 9. CONNEC7IONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING CONSTRUCT SEDIMENT BARRIER AND DITCH PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE Pk AND ADJOINING �/� CONST CONSTRUCT RUNOFF TO SEDIMENT EXISTING SEWER UN71L AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE s TRAPPING DEVICE OR AS APPROVED BY DISTRICT ENGINEER. EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS THE POSTS AND EXTEND IT EXCAVATED SOIL MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. INTO THE TRENCH. / 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS A / 07HERMSE SHOWN AS APPROVED BY LWD ON THE PLANS. 19. PVC OR VITRIFIED CLAY PIPE (VCT') SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO RUNOFF TWO LAYERS OF GRAVEL BAGS EXIS71NG VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. I 11. A 2 -INCH HIGH 'S' SHALL BE INSCRIBED ON THE CURB FACE ATTACH LATERAL LOCATION BY THE STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNEC7IONS OF VCP TO PVC, A ROMAC W774 ENDS OVERLAPPED CONTRACTOR. INDUSTRIES, INC. SME RC 501 REDUCING COUPLING WITH MATCHING INVERTS OR APPROVED EQUAL ((( I I I) FILTER FABRIC I GAP BETWEEN BAGS SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, I) s N9RE(IF INSTALLED) ACTS AS SPILLWAY WIDTH AS REQUIRED EXTEND UP TO A 2' COPPER TAG 71ED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO GRAVEL SAG DETAIL TO ACCOMODATE r0 SHALL TERMINATE 6' ABOVE PAVING SUBGRADE WITH FINAL LOCA71ON JUST BELOW PAVING. THE TAG THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED F AN77CIPATED TRAFFIC o OVER THE CUSTOMER END OF 774E LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. THEREAFTER BE BURIED AT THE POINT OF CONNECTION. � 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR 77ME LIMIT 3 IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK SLT FENCE DETAIL. Of ESSip TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO QR Nq q THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LIND DISTRICT �CHAEL 19' RADIUS ENGINEER PRIOR TO THE START OF CONSTRUCTION. PASCO LARET SUITER D m s 5D MIN Z Z c .�d w m No. 71651 o m 9 <F: 1 "� I NOTE: & ASSOCIATES Cr Exp. 12/31/17 __0 BIORETEN77ON BASINS SHALL BE EXCAVATED AND USED AS DESILTING CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING "5 t 1 O 5 0 1I 20 30 BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY 535 North Highway 101, Ste A, Solana ?Beach, CA 92075 ST9 CIV1V ��\P CONSTRUC77ON ENTRANCE DETAIL REMOVED AND THE BIORETEN71ON BASINS COMPLETED ONCE FINAL SITE mm ph 858.259.8212 I fz 858.259.4812 I plsaengineering,com TF OF C GRAPHIC SCALE IN FEET STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN 6 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. INITIALS INITIALS INITIALS SAu1 I l DESCRIPTION: STA. ENC -32 - 2" BRASS DISK PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: ROV - GRADING PLAN FOR: 164 EDGEBURT DRIVE LOCATION: TOP OF CURB EAST SIDE OF HORIZONTAL: N/A t7• Nl VULCAN ASE. 200' N OF E STREET DATE: "8'10' I'1 M M RECORD FROM: ROS NO. 18416 BRIAN M. ARDOLINO DATE MASIH MAHER Rp t STEVEN Sc LORI ESTRADA 13102 -G ELEVATION: 92.004' VERTICAL: NIA R.C.E. NO.: 71651 5 /I% �J7 /7 APN: 254 - 030 -22 -00 DATUM: NAVD88 5 0t 5/la =✓ I Ih BRIAN M. ARDOLINO REVIEWER INSPECTOR SENIOR ENGINEER EXP.: 12 -31 -17 DATE T DATE SHEET 3 OF 12 PLSA 8! r � 1 w L) O 06 fr w� F_ o co Q L LJ tr =C? O N UZN '0 CO a. Lo I $EC1 RL Irt $1 �C 110 REP012TS 'Po2. N�2iN C: i 'PEW'S A��1En1 MALLS $Y COZOOT -DiEL i Ac CorISJL -rkWc DESIGN BUILD PLANS: yam, i rl Foundations ;,' Caissons@ Shoring Know what's below. Call before you dig. DIG ALERT!! TWO WORKING DAYS BEFORE DIG ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS DIG ALERT 8 GENERAL CONTRACTOR SHALL LOCATE If POTHC (AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL CONSTRUCTION BEGINS. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEALTH TRENCH/ EXCAVATION PERMIT N0. 906894 LEGEND T.O.W. = TOP OF SOLDIER BEAM WALL B.O.W. = BOTTOM OF SOLDIER BEAM WALL BY OTHERS = WORK OUTSIDE SHORING SCOPE (P) = PROPOSED (E) = EXISTING PROPOSED IMPROVEMENTS IMPROVEMENT SYMBOL PERMANENT SOLDIER BEAM I PERMANENT TIMBER LAGGING WAY SOLDIER BEAM COUNT #O DETAIL /SECTION CALLOUTS x SHX 6x12 DF #1 TIMBER LAGGING STRUCTURAL DESIGN OF TEMPORARY SHORING REQUIRED AND APPROVED BY ESGIL CORP. UNDER PC# I % - Tito SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586 -8121 AS BUILT P� $f.%AA ALVIDL1►-0 DATE R.C.E. N0. 89583 -7I(ofl EXP. 3 :5f—Hl IZ.3h 1'I REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE ANNING & BUILDING °`� PR d. ° "T R nr `�'R` R" ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. ELEVATIONS SHOWN HEREON ARE BASED ON PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED BY: THE CITY OF STATION ENC 321" PER RECORD OF SURVEY REVIEWS Y. DAB. 12 12 16 ,,,, /L/I R 164 EDGEBURT DRIVE 13102 -G HORIZONTAL 1 =16 MASIH MAHER ft0 2 O EL 18416• R.C.E. No.: 80503 -31 _ ENCINITAS CALIFORNIA 92024 ELEVA110N: 92.004' VERTICAL 1 " =16' DA 1E: ROY P. REED EXP.: 3 -31 -17 5 �% /! 15 -121 DRMOD /CDP � A.P.N. 254 - 030 -22 SHEET 4 OF 12 DATUM: NAW88 ELEV.: 92.004" DATE: S/17/17 DATE: PLSA 850 OQ (.J 0 NOTES: 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR SHORING ATTRIBUTES. 2. POTHOLE /FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. LOCATE DRAIN PIPES ACCORDING TO SITE CLEARANCES Et CIVIL ENGINEER OF RECORD PROFILE - LOOKING WEST SCALE: 1" = 8' r r■ T.O.W. -= 90.00' •� KIM I 5+ 5+ B.O.W. = 78.00' B.O.W. B.O.W. 8' -6" 8' -6" 8' -0" T -11" — - -- 1 T; I= 78.00 I I I I 17 SPACES 8'-0" O.C. = 136-0" - �1 1= 75.00 FINISH GRADE - I;I 70.00' (SEE CIVIL) l L J L J LJ Lli U "i 60.00 L L J SB #18 90.00' SB #21 SB #22 Im ml T.O.W. = 89.00' T.O.W. - 89.00' T.O.W. = 87.00 T.O.W. . . _ 0 87.00' (P) CMU WALL (BY H., OTHERS - SEE CIVIL) -- -- — �, 80.00' "— B.O.W. - 78.00' L — T1 F — — -- _ _ B.O.W. B.O.W. B.O.W. - — — - _ 1= 78.00' 1 1 I: I I I I I= 78.0011 7s.00' I B.O.W. B.O.W. k, I I,,I I; I I' I 77.00. I I I I 1 1= 76.00'1 I I `;I I 70.00' 11 I L f I { I 1 I I I I I I,, I I�. =t I I 1.1 I I I �I ICI ltl l y I I I ICI I I I TI I ;;I I I I I I TI I I I I I ,I I I 1 I 'I I I I I D.. I 'I ICI ICI I °I I I Ir:I LFJ I LJ I I 1', I I I I I II I I I I I i I I I "IJ i I,I SB #1 SB #2 L' J L l LJ L J L; 60.00' 1 SB #3 SB #4 SB #5 SB #6 SB #7 LJ L Lj L °'j SB #12 SB #13 SB #14 SB #15 ill i I I;;I I 'I L "J L''J 'J L SB #8 SB #9 SB #10 SB #11 NOTES: 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR SHORING ATTRIBUTES. 2. POTHOLE /FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. LOCATE DRAIN PIPES ACCORDING TO SITE CLEARANCES Et CIVIL ENGINEER OF RECORD PROFILE - LOOKING WEST SCALE: 1" = 8' r r■ T.O.W. -= 90.00' •� KIM I SB #16 SB #17 LEGEND: T.O.W. = TOP OF WALL B.O.W. = BOTTOM OF WALL —= DESIGNATES 6x12 DF #1 PRESSURE TREATED LAGGING Y I� x 1 Ko 1 (P) DRAIN PIPE ( _ - (P) CMU WALL (BY L6 (SEE NOTES) OTHERS - SEE CIVIL) =Iw UlM I 2 5.�- ter-- -- -- — - �r 10 SH7 — — . 15 — _,. �. — — — 20 — — — 22 =� X =:ZA__ 4 SH7 4 - - - SH7 / 3' 0" (TYP.) SHORING (TYP.) C 11 II I (P) GARAGE SH7 I ( �• . �I � { Ii L t �) I (I I I II L � - — — I I . , SH7 RESIDENCE4 5 \ RESIDENCE 3 SH7 —T I — II 1 SHORING DESIGN GROUP (P) CMU WALL (BY 1 OTHERS - SEE CIVIL) ` I I - , ' II I I 7755 VIA FRANCESCO #1 DESIGN BUILD PLANS: SAN DIEGO, CA 92129, (760)586 -8121 ��NN �® oeRpFESS /�,9 y ��e``' �o� P. BUILT �� C 80503 m C3LilidaiSCIlS Cr�ESSmDS *Shoring * Exp. 3/31/17 DATE qIF R.C88�11(,� DATE � CMS- �Q CAU EXP.r REVISIONS APPROVED GATE REFERENCES SATE BENCHMARK SCALE ANNINGr &BUILDING DESIGNED BY DRJ BY BY T PR ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. ELEVATIONS SHOWN HEREON ARE BASED ON PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED BY.. THE CITY OF ENCINITAS SURVEY CONTROL , REVIE Y. 19112116 164 EDGEBURT DRIVE 13102 -G HORIZONTAL 1 =8 MASIH MAHER R 2 O STATION "ENC -32" PER RECORD OF SURVEY DATE: NO. 18416, R.C.E. NO.: 80503 ENCINITAS CALIFORNIA 92024 ELEVATION.- 92.004' VERTICAL 10=8' DATE: ROY P. REED DATUM: NAVD88 ELEV.: 92.004" EXP.: 3 -31 -17 DATE: S/17/17 DATE �% 15 -121 DRMOD /CDP A.P.N. 254 - 030 -22 SHEET 5 OF 12 PLEA d-t W 80.00' B.O.W. = 78.00' B.O.W. B.O.W. = 78.001 I 1 T; I= 78.00 I I I I I I 1 B.ow �1 1= 75.00 ICI ICI I I I;I 70.00' l L J L J LJ Lli U "i 60.00 L L J SB #18 SB #19 SB #20 SB #21 SB #22 SB #16 SB #17 LEGEND: T.O.W. = TOP OF WALL B.O.W. = BOTTOM OF WALL —= DESIGNATES 6x12 DF #1 PRESSURE TREATED LAGGING Y I� x 1 Ko 1 (P) DRAIN PIPE ( _ - (P) CMU WALL (BY L6 (SEE NOTES) OTHERS - SEE CIVIL) =Iw UlM I 2 5.�- ter-- -- -- — - �r 10 SH7 — — . 15 — _,. �. — — — 20 — — — 22 =� X =:ZA__ 4 SH7 4 - - - SH7 / 3' 0" (TYP.) SHORING (TYP.) C 11 II I (P) GARAGE SH7 I ( �• . �I � { Ii L t �) I (I I I II L � - — — I I . , SH7 RESIDENCE4 5 \ RESIDENCE 3 SH7 —T I — II 1 SHORING DESIGN GROUP (P) CMU WALL (BY 1 OTHERS - SEE CIVIL) ` I I - , ' II I I 7755 VIA FRANCESCO #1 DESIGN BUILD PLANS: SAN DIEGO, CA 92129, (760)586 -8121 ��NN �® oeRpFESS /�,9 y ��e``' �o� P. BUILT �� C 80503 m C3LilidaiSCIlS Cr�ESSmDS *Shoring * Exp. 3/31/17 DATE qIF R.C88�11(,� DATE � CMS- �Q CAU EXP.r REVISIONS APPROVED GATE REFERENCES SATE BENCHMARK SCALE ANNINGr &BUILDING DESIGNED BY DRJ BY BY T PR ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. ELEVATIONS SHOWN HEREON ARE BASED ON PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED BY.. THE CITY OF ENCINITAS SURVEY CONTROL , REVIE Y. 19112116 164 EDGEBURT DRIVE 13102 -G HORIZONTAL 1 =8 MASIH MAHER R 2 O STATION "ENC -32" PER RECORD OF SURVEY DATE: NO. 18416, R.C.E. NO.: 80503 ENCINITAS CALIFORNIA 92024 ELEVATION.- 92.004' VERTICAL 10=8' DATE: ROY P. REED DATUM: NAVD88 ELEV.: 92.004" EXP.: 3 -31 -17 DATE: S/17/17 DATE �% 15 -121 DRMOD /CDP A.P.N. 254 - 030 -22 SHEET 5 OF 12 PLEA d-t W 17 SPACES @ 8' -0" O.C. = 128' -0" Mwwl »A L "'J L L " "J L "J L L " "J L "'J L J L 56 #40 513#41 SB #22 SB #23 SB #31 SB #32 SB #33 SB #34 SB #35 SB #36 SB #37 SB #38 SB #39 NOTES: 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR SHORING ATTRIBUTES. PROFILE - LOOKING WEST' 2. POTHOLE /FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. LOCATE DRAIN PIPES ACCORDING TO SITE CLEARANCES Et CIVIL ENGINEER OF RECORD SCALE: 1" = 8' 3'-0" (TYP. ) LEGEND: T.O.W. = TOP OF WALL B.O.W. = BOTTOM OF WALL DESIGNATES 6x12 DF #1 PRESSURE TREATED LAGGING SHORING DESIGN GROUP m PLSA 851 W PROPOSED SITE WALL (BY OTHERS, TYP.) R IPROPERTY LINE I LOCATE DRAIN PIPES ACCORDING TO SITE CLEARANCES Et CIVIL ENGINEER OF RECORD TOP OF WALL (T.O.W. SEE PROFILE VIEW a I! (SEE CIVIL DRAWINGS) 1 I 1.5 SACK SLURRY SHAFT "H" BACKFILL (T.O.W. TO ONE (1) FOOT BELOW B.O.W.) TIMBER LAGGING (SEE ELEVATION) FINISH GRADE (SEE CIVIL) ( t. (B.O.W., SEE ELEVATION) 3 SH7 12 "± SEE PROFILE 3,500 PSI CONCRETE SHAFT BACKFILL (BALANCE OF SHAFT) .,D„ _ 4' a EPDXY COATED SOLDIER BEAM SEE DETAIL 3 /SH7 FOR EXTENTS Dshaft NOTES: 1. FIELD VERIFY ALL EXISTING Et PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM SCHEDULE ON SH8 FOR VARIABLES "H ", "D" AND " Dshaft" 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FALL PROTECTION IN ACCORDANCE WITH CAL OSHA REGULATIONS. PERMANENT CANTILEVERED SOLDIER BEAM (TYP.) DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) TIMBER LAGGING (SEE ELEVATION) N.T.S. 2" (MIN.) 4 � OUTSIDE CORNER DETAIL (SOLDIER BEAMS #4 -5 Et #40 -41) 1-i7) N.T.S. —x'77_ 7— TIMBER LAGGING (SEE ELEVATIONS) 2" (MIN BEARING �l 70.00' SEE ELEVATION FOR SPACING FILL VOIDS BEHIND LAGGING WITH COMPACTED SOIL AS APPROVED BY THE GEOTECHNICAL ENGINEER 48 DRAIN GRATE Et SUBDRAIN (BY OTHERS, TYP.) DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) \-20d COMMON GALVANIZED NAILS FOR LAGGING INSTALLATION (TYP.) 48" WIDE, MIRADRAIN 6000 DRAINAGE BOARD STRIPS, CENTERED BETWEEN SOLDIER BEAMS VERTICALLY. PERMANENT SOLDIER BEAM PLAN DETAIL TOP GRADE (SEE CIVIL) FINISH GRADE - (B.O.W., SEE CIVIL DRWGS) (P) GARAGE N.T.S. PROPERTY LINE T -0" NEIGHBORING GRADE 90.00' „H,. (P) 4' (MAX.) CMU 80.00' WALL (BY OTHERS) TEMPORARY 1 -1 SLOPE 70.00' FOR PROPOSED GARAGE °D° CONSTRUCTION (SEE SH2) �I I PERMANENT EPDXY fu' COATED SOLDIER BEAM NOTES: 1. FIELD VERIFY ALL EXISTING Et PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR "H", "D ". SOLDIER BEAM CROSS SECTION ALONG EASTERN ALLEY N.T.S. .1 11 6x12 DF #1 PRESSURE TREATED LAGGING PROPOSED SUB -DRAIN Et DRAIN -GRATE (BY OTHERS, TYP.) FINISH GRADE SEE CIVIL DRAWINGS FOR FS 12 "± SEE PROFILE R T -0" (VARIES) 1 1 1 1 I 1 1 I 48" WIDE MIRADRAIN 6000 DRAINAGE BOARD STRIPS, CENTERED BETWEEN ✓ SOLDIER BEAMS VERTICALLY. i- 1.5 SACK SLURRY SHAFT BACKFILL aQ 36" (MIN) a < O a 3,500 PSI CONCRETE TOE (TYP II /V CEMENT) 1. Y EPDXY PAINT EXTENDING FROM TOP OF PILE TO 36" BELOW TOP OF CONCRETE TOE r ii it i 3" CLR. (TYP.) 3� PERMANENT CANTILEVERED SOLDIER BEAM DRAINAGE DETAIL H7 N.T.S. SHORING DESIGN GROUP PLSA 85 C GENERAL NOTES 1. CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2013 CALIFORNIA BUILDING CODE. 2. PERMANENT SHORING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL - OSHA). 3. HEAVY LOADS SUCH AS CRANES OR CONCRETE TRUCKS IS PROHIBITED WITHIN 10 FEET OF THE TOP OF EXCAVATION EXCEPT WHERE THE SHORING DESIGN PROVIDES FOR THE PROPOSED STRUCTURE. 4. AN UNDERGROUND SERVICE ALERT MUST BE OBTAINED 2 DAYS BEFORE COMMENCING ANY EXCAVATION. 5. THE OWNER OR THE REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION SERVICES, TESTING Bt NOTIFICATIONS. 7. ALL PERMITS SHALL BE PROCURED AND PAID FOR BY THE OWNER OR GENERAL CONTRACTOR. 8. ALL MONITORING PROVIDED IN THESE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 9. PERMANENT SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING Et PROPOSED FEATURES, AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTAL CONTROL Et COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. REPORT ANY VARIATIONS TO THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK. 10. THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO EXCAVATION AND THE INSTALLATION OF SHORING. 11. THE GENERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE IMPROVEMENTS PRIOR TO INSTALLATION. 12. THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATION OVER THE TOP OF SHORING BULKHEAD. 13. INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER CONTINUOUS OBSERVATION AND APPROVAL OF THE GEOTECHNICAL ENGINEER AND AUTHORITY HAVING JURISDICTION. 14. ALTERNATIVE SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORING ENGINEER. 15. SEE CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS Et DRAINAGE. ADDITIONALLY, THE ARCHITECT SHALL APPROVE THE TOP OF WALL ELEVATIONS SHOWN PER PLAN, PRIOR TO FABRICATION. 16. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, TO VERIFY CONDITIONS AT THE JOB SITE AND TO CROSS -CHECK DETAILS AND DIMENSIONS WITHIN THE SHORING PLANS WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER PERTINENT DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION. SHORING INSTALLATION PROCEDURE 1. FIELD SURVEY DRILL HOLES Et SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS Et DATA SHOWN OR AS DETERMINED OTHERWISE IN THE FIELD Et APPROVED BY THE SHORING ENGINEER. 2. DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH AND DIAMETERS SHOWN. ALLOWABLE PLACEMENT TOLERANCE SHALL BE 2" IN OR 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. 3. INSTALL SOLDIER BEAMS ACCORDING TO THE DETAILS Et SPECIFICATIONS SHOWN IN PLAN. IF NECESSARY, CASING OR OTHER METHODS SHALL BE USED TO PREVENT LOSS OF GROUND OR COLLAPSE OF THE HOLE. 4. START EXCAVATION AFTER CONCRETE HAS CURED FOR A MINIMUM OF (3) THREE DAYS. 5. INSTALL LAGGING Et DRAINAGE BOARD BETWEEN INSTALLED SOLDIER BEAMS, IN LIFTS NO GREATER THAN 5-0 ", OR AS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. 6. BACKFILL ALL VOIDS BEHIND LAGGING WITH COMPACTED SOIL ACCORDING TO THE SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER OF RECORD 7. REPEAT STEPS 5 -6 UNTIL BOTTOM OF EXCAVATION IS REACHED. MONITORING 1. MONITORING SHALL BE ESTABLISHED AT THE TOP OF SOLDIER BEAMS SELECTED BY THE ONSITE GEOTECHNCIAL REPRESENTATIVE AND AT INTERVALS ALONG THE WALL AS CONSIDERED APPROPRIATE. 2. THE GENERAL CONTRACTOR SHALL PERFORM A PRECONSTRUCTION SURVEY INCLUDING PHOTOGRAPHS & VIDEO OF THE EXISTING SITE CONDITIONS. 3. MAXIMUM THEORETICAL SOLDIER BEAM DEFLECTION IS 1 -INCH. IF THE TOTAL CUMULATIVE HORIZONTAL OR VERTICAL MOVEMENT (FROM START OF CONSTRUCTION) EXCEEDS THIS LIMIT, ALL EXCAVATION ACTIVITIES SHALL BE SUSPENDED AND INVESTIGATED BY THE SHORING ENGINEER FOR FURTHER ACTIONS (AS NECESSARY). 4. LONG TERM MONITORING SHALL BE PERFORMED ANNUALLY UPON THE COMPLETION OF THE PERMANENT WALL (I. E., SURVEY MONUMENTS, VISUAL INSPECTIONS) AND PERFORMED UNDER THE DIRECTION OF A LICENSED CIVIL ENGINEER, RETAINED BY THE OWNER STRUCTURAL STEEL 1. STRUCTURAL STEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A -572 OR ASTM A -992 (GRADE 50). 2. MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A -36, ASTM A -572 (GRADE 50) OR ASTM A -992. 3. TRENCH PLATES (LAGGING) SHALL CONFORM TO THE REQUIREMENTS FO ASTM A -36. STRUCTURAL Et LEAN CONCRETE A. STRUCTURAL CONCRETE: 1. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500PS1 AT 28 -DAYS, W/C =0.50, TYPE II /V CEMENT. 2. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2O13CBC 1905.3 TO MEET THE FOLLOWING: A. MAXIMUM 1 -INCH HARDROCK CONCRETE CONFORMING TO ASTM C -33. B. TYPE II /V NEAT PORTLAND CEMENT CONFORMING TO ASTM C -150. C. SLUMP NO GREATER THAN 5- INCHES. B. LEAN CONCRETE (SLURRY) 1. LEAN SAND SLURRY MIX SHALL CONTAIN A MINIMUM OF 1.5 SACK TYPE II CEMENT PER CUBIC YARD, TIMBER 1. TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 1 OR BETTER. 2. TIMBER LAGGING SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 USE CATEGORY 4A. TREAT CUT ENDS WITH WATER REPELLENCY CONTAINING NO ARSENIC OR CHROMIUM. WELDING 1. ELECTRIC ARC WELDING PERFORMED BY QUALIFIED WELDERS USING E70XX ELECTRODES OR CONTINUOUS WIRE FEED. 2. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING. GEOCOMPOSITE DRAINAGE BOARDS 1. GEOCOMPOSITE DRAINAGE BOARD SHALL BE MIRADRAIN 6000 BY MIRADRI (OR APPROVED EQUIVALENT) CORROSION PROTECTION (STEEL) 1. EPDXY PAINT: SOLDIER BEAM EPDXY COATING SHALL BE BITUMASTIC COAL -TAR EPDXY (OR EQUAL), TWO COATS SHALL BE APPLIED FOR A TOTAL DRY FILM THICKNESS OF 16 MILS. ALL STEEL SURFACES SHALL BE BLAST WITH SSPC -SP 10 (NEAR WHITE) BEFORE COATING IS APPLIED. SOLDIER BEAM SCHEDULE STATEMENT OF SPECIAL INSPECTIONS VERIFICATION AND INSPECTION CONTINOUS PERIODIC CBC REFERENCE 1. Verify use of required design mix X 1904.2.2, 1903.1 Shored Toe Total Toe From To Beam Beam Height Depth Drill Diameter Beam Beam Qty Section markings to conform to AISC 360. Depth _ b. Manufacturer's report X H D. H +D Dshaft a. Multipass fillet welds X 1704.3.1 ft ft ft in 1.. 2 2 W 16 x 36 9.0 14.0 23.0 24 3 7 5 W 16 x 50 11.0 16.0 27.0 24 8 11 4 W 18 x 55 11.0 24.0 35.0 30 12 13 2.. W 18 x 55 12.0 18.0 30.0 30 14 15 2 W 21 x 62 13.0 17,0 30.0 30 16 17 2 W 21 x 68 14.0 18.0 32.0 30 18 23 6 W 18 x 55 12.0 18.0 30.0 30 24 30 7 W 16 x 50 11.0 16.0 27.0 24 31 31 1 W 18 x 55 12.0 18.0 30.0 30 32 37 6 W 21 x 62 12.0 1810 30.0 30 38 39 ` 2 W 18 x 55 12.0 18.0 30.0 30 40 41 2 W 16 x 50 11.0 16.0 27.0 24 42 42 1 W 16 x 45 10.0 15.0 25.0 24 43 43 1 W 16 x 36 9.0 14.0 23.0 24 STATEMENT OF SPECIAL INSPECTIONS VERIFICATION AND INSPECTION CONTINOUS PERIODIC CBC REFERENCE 1. Verify use of required design mix X 1904.2.2, 1903.1 2. Inspection of concrete placement for X proper application techniques. 3. Material verification of structural steel a. For structural steel, identification X markings to conform to AISC 360. b. Manufacturer's report X 4. Inspection of welding a. Multipass fillet welds X 1704.3.1 5. Material identification of timber 2303.1.8.1 a. Identification of preservative X VERIFICATION AND INSPECTION ITEMS (OTHER) 6. Observe drilling operations and maintain complete and accurate X records for each element. 7. Verify placement locations and plumbness, confirm element diameters, lengths, embedment into X bedrock (if applicable). Record concrete and grout values. 8. Verify excavations are extended to the proper depth. X 9. Verify proper extents of soldier beam epoxy paint. X DESIGN CRITERIA 1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE FOLLOWING GEOTECHNICAL REPORTS: A. UPDATED GEOTECHNICAL INVESTIGATION 164 EDGEBURT DRIVE DEVELOPMENT ENCINITAS, CALIFORNIA PREPARED BY: GROUP DELTA, DATED: MARCH 17, 2015 2. LOAD COMBINATIONS, CBC 1605.3.2 D +L +H D +L +H +0.70E 3. SOIL DESIGN PRESSURES A. PASSIVE EARTH PRESSURE = 350PSF /FT B. ACTIVE EARTH PRESSURE = 35PSF /FT C. LIVE LOAD SURCHARGE = 72PSF D. ADJACENT BUILDING SURCHARGE (SB #32 -37) = 900PLF E. MONOBE -OKOBE SEISMIC LOAD = 14H INVERTED SHORING DESIGN GROUP WWAI 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., UNLESS NOTED. 4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING UTILITY SERVICES M 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 "CALIFORNIA BUILDING CODE'. 6. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWIWSS 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 STRUCTURE. FOUNDATION NOTES: I. MAXIMUM DESIGN SOIL PRESSURE: 2500 PSF CONTINUOUS FOOTING: 2500 PSF PAD FOOTINGS: 2500 PSF 2. SEE SOILS REPORT BY: GROUP DELTA CONSULTANTS PROJECT NO.: SD420 DATED: MARCH. I'1, 2015 3. ALL FOOTINGS TO BE A MINIMUM OF: 18" BELOW NATURAL GRADE 18" BELOW FINISH GRADE Q ADDENDIUM LETTERS BY, HEATHERIGTION ENGINEERING LOG NO. 16956 DATED JUNE 3, 2014 t MARCH 25, 2016 LOG NO. 18338 DATED MAY 31, 2016 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 GEOTECHNICAL ENGINEER TO INSURE COMPLIANCE WITH THE REQUIREMENTS. 6. SIDE OF FOUNDATION MAY BE POURED AGAINST STABLE EARTH (U.O.N.) 1. METHOD OF SUPPORTING REINFORCING PIPE SLEEVES MUST BE APPROVED BY THE STRUCTURAL ENGNEER. 8. 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 AIRS COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH,OR SHEATHED. 10. FOOTING BACKFILL AND UTILITY TRENCH BACIQ:ILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED N LAYERS, FLOODING WILL NOT BE PERMITTED.W.O.N.) REINFORCING STEEL NOTES: 1. BAR REINFORCEMENT SHALL BE: ASTM A615 GR. 60 2. THE 'CARBON EQUIVALENT" OF ANY REINFORCING TO BE WELDED SHALL BE DETERMINED BY A TESTING LAB. IF THE "CARBON EQUIVALENT' (C.E.) IS LESS THAT 0.55, THEN THE REINFORCING STEEL MAY BE WELDED WITHOUT PREHEATING. IF THE CARSON EQUIVALENT EXCEEDS 0.553 NOTIFY THE STRUCTURAL ENGINEER FOR THE PREHEATING REQUIREMENTS. WELDING WILL NOT BE ALLOWED FOR A. CARSON EQUIVALENT ABOVE 015. WELDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH UBC STANDARD NO. 19 -2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED 12 INCHES MINIMUM. E1mXX ELECTRODES SHALL BE USED IN WELDING GRADE 40 RESAR. E90XX ELECTRODES SHALL BE USED N WELDING GRADE 60 MBAR 3. VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF WALL MON.) AND SHALL 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 IN POSITION PRIOR TO PLACING CONCRETE. 6. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF CONCRETE COVER: FOOTINGS (GONG. DEPOSITED AGAINST EARTH) .............3" CONC. SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER % THROUGH+ h8 BARS: ........................................................ 2- 5 t SMALLER-... ...................... ........ - ..................... 1/2' CONC. NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS t JOIST: :g *11 BAR 4 SMALLER: ......................... ............................. 9//44. BEAMS, COLUMNS : - PRIMARY REINFORCEMENT TIES STIRRUPS, SPIRALS :I V2' 1. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SWOP DRAWING FOR REVIEW BEFORE FABRICATION 4 INSTALLATION, STEM REINF. G.M.U. WALLS MM. BBD EMBED 4 db 1iECAlIREMENTB BAR SIZE 04 1 5 I % 01 1 5 db PER SCH. db 010 MI EMBED. (INCH) 6 1 10 -..-- - 1 11 Am 21 1 23 1/2 5/8 314 1/8 1 -6 R R R 1 1/4 13/8 MAS. LAP /ANHORAGE (NCH) 1 18 1 24 ® ¢ 1 FIRST COURSE E / 60 66 CONC. LAP /ANHORAGE (INCH) db MN. HOOK EMBED 1 12 1 23 1 21 1 43 _ '- PER BCFF. y� 91 2 -4 CONT PER 2. ALL BAR ANCHORAGE/LAP SPLICES, HOOKS t MIN. STEM HT. REQS. Z~ Q I ( 90 BEND OFFSET HOOK VERIFY W./ SOILS SPORT THIS SHEET. ' E 3. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE APPLICABILITY OF THE db. DIAMETER OF BAR GUIDELINES PROVIDED IN THIS DETAIL TO ACTUAL FIELD CONDITIONS. 2 -4 CONT - 4. CONTRACTOR TO LOWER WALL FOUNDATION PROFILE AS NECESSARY J R • 3d b FOR 02 TO 08 5 (V) LOCATE • 8° MAX. t 32' MN OR PROVIDE DWL. FOUND. FROM EA. SIDE : R • 4d b FOR IS TO hl OF HAND RAIL FENCE PLACEMENT GENERAL CONST. REQUIREMENTS OF OWL. m TYPICAL BAR SEND (CONC. AND MAS.) A. 2' -0" MIN.(U.O.N.) 2' -0' MN.(U.ON.) PER SCH. -CON PER -CON 484 MAS. OR 4886 MAS. MM. m CONCRETE NOTES: I. CONCRETE IN ALL WORK SHALL HAVE THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS EXCEPT AS MODIFIED BY THESE NOTES: A. SLAB ON GRADE (NO SP. INSP.) PSI B. FOOTING 2500 PSI C. WALLS FSI D. SHAFT • SOLDIER PILES PSI E. GRADE BEAMS (GB'S) PSI F. CAISSONS Fal 2� LIGHT WEIGHT CONCRETE SHALL BE AIR ENTRAINED AND HAVE A DENSITY RANGE OF 115 POP MAXIMUM AND 100 POF MINIMUM. 3. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE ENGINEER WHEN CONCRETE REQUIRES SPECIAL INSPECTION.(SPEC. INSP. WILL BE REQUIRED FOR ALL CONC. WOC GREATER THAN 2500 1=51.) 4. CEMENT SHALL CONFORM TO ASTM C -150, TYPE I OR TYPE 11. S. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C -33. AGGREGATE FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO 6. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C- 94 -81. 1 ADMIXTURES MAY BE USED WITH THE PRIOR APPROVAL OF THE ENGINEER ADMIXTURE (COMPLYING WITH ASTM A494) USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. (CALCIUM CHLORIDE SHALL NOT BE USED). 8. WATER SHALL BE CLEAN, FREE FROM DELETERIOUS AMOUNT OF ACIDS, ALKALIS OR ORGANIC MATERIALS. 9. REFER TO ARCHITECTURAL DRAWING FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE CAST INTO CONCRETE AND FOR EXTENT OF DEPRESSIONS, CURBS, AND RAMPS. 10. DOWELS BETWEEN FOOTING AND WALLS SHALL BE THE SAME SIZE, GRADE AND SPACING AS VERTICAL WALL REINFORCING. (U.O.N.). 11. 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" SLUMP IS PERMISSIBLE PROVIDED THE MIX DESIGN IS REVISED ACCORDINGLY BY THE TESTING LABORATORY. MEASURE SLUMP IN ACCORDANCE WITH 'METHOD OF TEST FOR SLUMP" OF PORTLAND CEMENT CONCRETE ASTM C143. 12. NO SLEEVES OR CHASES SHALL BE PLACED IN BEAMS, SLABS OR WALLS EXCEPT AS SHOWN ON PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL SLEEVES OR CHASES. NO CONDUIT SHALL BE PLACED IN THE CONCRETE TOPPING OVER STEEL DECKING. 13. SLEEVE PLUMBING OPENINGS IN CONCRETE WALLS AND SLA55 BEFORE PLACING CONCRETE. BEND REINFORCEMENT AROUND SLEEVES. 14, PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH A I" CHAMFER. 15. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BEFORE FABRICATION AND INSTALLATION, 16. IN THE EVENT OF AN UNINTENTIONAL COLD JOINT, THE CONTRACTOR SHALL REMOVE ALL LAITENCE AND DELITROUS MATERIAL TO PROVIDE A SOUNDCLEARROUGH SURFACE AND USE A BONDING AGENT THAT PRODUCES A HIGHER STRENGTH JOINT THAN THE COGGR=TE USED - PC . 25% MINIMUM. 11. CONCRETE COVER SHALL BE IN ACCORDANCE WITH SECTION 1.1 OF ACI 318. 18. DO NOT DISPLACE RESAR FROM THEIR INTENDED POSITIONS 19. FOR ADDITIONAL CONCRETE 4 SLURRY REVIREMENTS s SOLIDER BEAMS REF SHEET 15 OF 11 MASONRY NOTES: 1. CONCRETE MASONRY WALLS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF fm • 1500 PSI. COMPRESSIVE STRENGTH OF MASONRY MUST BE VERIFIED BY PRISM TESTING PRIOR TO AND DURING CONSTRUCTION AS SPECIFIED IN UBC SECTION 2105 IF Vm EXCEEDS 1500 PSI OR IF SPECIAL INSPECTION IS SPECIFIED ON THE DRAWINGS, 2. CONCRETE MASONRY UNITS SHALL BE MINIMUM MEDIUM WEIGHT UNITS CONFORMING TO ASTM C 90, TYPE 1, WITH MAX LINEAR SHRINKAGE OF 0.06% (1900 PSI MINIMUM). 3. MORTAR SHALL Be TYPE "S" OR "RS', CONFORMING TO UBC TABLE 21 -A (MINIMUM 1800 PSI AT 28 DAYS), AND TO ASTM CI142. 4. ALL GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. GROUT SHALL BE PROPORTIONED PER UBC TABLE 21 -5 AND WITH SUFFICIENT WATER FOR POURING WITHOUT SEGREGATION OF: GROUT CONSTITUENTS. D. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED UNLESS OTHERWISE NOTED ON PLANS. 6. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 1. WHEN G6ROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT FOUR 1 1/2" BELOW TOP OF T14E UPPERMOST UNIT- S. ALL BOND SEAM BLOCK SHALL BE 'DEEP CUT" UNITS. 9. PROVIDE INSPECTION AND CLEANOUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4'•0' OF HEIGHT. 10. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR 11. ANCHOR BOLTS MUST BE SET WITH TEMPLATES AND HELD IN PLACE PRIOR TO GROUTING. PROVIDE AT LEAST ONE INCH OF GROUT BETWEEN ANCHOR BOLT AND MASONRY. 12. A 2x4 MORTAR KEY SHALL BE INCLUDED AT MASONRY/FOOTING INTERFACE UNLESS FIRST COURSE OF BLOCK IS SET IN FRESH CONCRETE. MNIMUM REINFORCING BENDMOOK EMBEDMENT 1iECAlIREMENTB BAR SIZE 04 1 5 I % 01 1 5 5 010 MI EMBED. (INCH) 6 1 10 1 12 15 1 11 19 21 1 23 BAR DIAMETER AND MINIMUM LAP SPLICE /ANCHORAGE LENGTHS 2 - *4(14) s 24" W./ 16" G.M.U. STEM BAR SIZE 1 03 1 04 1 5 1 Yi •T 5 5 M0 MI BAR DIAM.( INCH) ) 3/8 1/2 5/8 314 1/8 1 i I/8 1 1/4 13/8 MAS. LAP /ANHORAGE (NCH) 1 18 1 24 1 30 1 36 1 FIRST COURSE E / 60 66 CONC. LAP /ANHORAGE (INCH) 1 10 1 12 1 23 1 21 1 43 54 1 66 I 81 91 t IR DIA. OR 11)2' MN. CL. *: MIN. FTC. DEPTH • !BEND EMBED 3') FOR PARALLEL BARS * *: SEE SCHEDULE ABOVE FOR MIN. REINFORCING TYPICAL SPLICE BEND/HOOK EMBEDMENT REQUIREMENTS REINF. BAR BEND, SPLICE AND ANCHORAGE DETAIL DURING CONCRETING. WALL PER PLAN P PER SCW.- TYP. " E LAP PER SCk . 1' -6" (MAX.) FOR SP. INSP LIST 4 NOTES REF SHEET 11 OF 12 zd F� N 2 -44(H) CONT. TYP. (U.O.N.) 04(H) 0 32" MAX. TYP. (U.O.N.) • 8" G.M.U. 4(H) CONT. III FIRST COURSE 2 -#4(H) CONT. -TYP (II.O.N.) ® EA. STEM TI-K. CHANGE -TYP. i E m m ALL FUTURE FOUNDATIONS (BY OTHERS) TO BE DEEPENED AS NECESSARY FOR I:I LINE EXTENDING DOWNWARDS FROM TOE OF FOOTING TO AVOID MASONRY STEM 2114 CLR• LJ On C.M.U. -TYP (U.O.N.). . d 1 2 I/2' CLR • 12' 4 3' CLR 16' G.M.U. -TYP. ® BAR LAPS ASV. t BELOW SHALL NOT COINCIDE AT THE SAME SECTION / 2 1/2' CLR • 12" t F 3" CLR. C.I"R:I O 4 SARI � FOUND. OWL. m - WATERPROOF, DRAINAGE t BACKFILL PER SOILS REPORT REQUIREMENTS -NO HEAVY EQUIPMENT ALLOWED N am ra U d d q R=1NF. PER 3 TYP. SECTION a /p CLR 4 4Q nA P \� ADD'L BARS AT WALL FOOTING FOUNDATION STEPS ** PER TYP. SECTION P IC U "4(H) • 24" MAX. W./ 12" t KEY PER TYP. SECTIOII i 2 - *4(14) s 24" W./ 16" G.M.U. STEM AX. HAND RAILAV CE POST 12' MIN. WIDTH (U.O.N.) I LEGEND. SLOPED TOE PER GRADING / • PLAN (BY OTHERS) C.M.U. SECTION WITHOUT PROVIDING "BAR 2 ". �4 GOVT WHERE occuRB �� r BARa EA. SIDE -TYP. z 2.1 BARS AT BOTTOM OF FOOTING ONLY WITHIN WALL FOUNDATION STEPS 04 CONT.* / EXTENDING T MIN. HORIZONTAL EACH WAY AWAY FROM STEPS. REFER FIRST COURSE E / POST • 4 OF WALL - W FENCE' 5' -4' O.G. MAX NOTES: .MASONRY I. FOR ACTUAL CONFIGURATION OF WALL FOUNDATION, FOUNDATION REINFORCEMENT, Z � FER PLAN) STEM LOCATION AND REINFORCEMENT REFER TO TYPICAL WALL SECTION(W. 2 -4 CONT PER 2. ALL BAR ANCHORAGE/LAP SPLICES, HOOKS t MIN. STEM HT. REQS. TYP. WALL SECTION I ( 10' -0' MN. TO DAYLIGHT 3 VERIFY W./ SOILS SPORT THIS SHEET. E 3. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE APPLICABILITY OF THE 3, m ALL FUTURE FOUNDATIONS (BY OTHERS) TO BE DEEPENED AS NECESSARY FOR I:I LINE EXTENDING DOWNWARDS FROM TOE OF FOOTING TO AVOID MASONRY STEM 2114 CLR• LJ On C.M.U. -TYP (U.O.N.). . d 1 2 I/2' CLR • 12' 4 3' CLR 16' G.M.U. -TYP. ® BAR LAPS ASV. t BELOW SHALL NOT COINCIDE AT THE SAME SECTION / 2 1/2' CLR • 12" t F 3" CLR. C.I"R:I O 4 SARI � FOUND. OWL. m - WATERPROOF, DRAINAGE t BACKFILL PER SOILS REPORT REQUIREMENTS -NO HEAVY EQUIPMENT ALLOWED N am ra U d d q R=1NF. PER 3 TYP. SECTION a /p CLR 4 4Q nA P \� ADD'L BARS AT WALL FOOTING FOUNDATION STEPS ** PER TYP. SECTION P IC U g" KEY PER TYP. SECTIOII i AX. HAND RAILAV CE POST 12' MIN. WIDTH (U.O.N.) LEGEND. i 0. CONTRACTOR HAS THE OPTION OF EXTENDING "BAR I" TO TOP OF C.M.U. SECTION WITHOUT PROVIDING "BAR 2 ". �4 GOVT L OCATE 'S (V) EA. FACE EA. SIDE -TYP. * *: CONTRACTOR TO PROVIDE ADDITIONAL 04 ® I6" MAX. INCLINED VIEW BARS AT BOTTOM OF FOOTING ONLY WITHIN WALL FOUNDATION STEPS _PLAN EXTENDING T MIN. HORIZONTAL EACH WAY AWAY FROM STEPS. REFER METAL HANDRAIL/CHAIN LINK FENCE AV TO "TYPICAL STEPPED FOOTING DETAIL" THIS SHEET. POST • 4 OF WALL W FENCE' 5' -4' O.G. MAX NOTES: WALL I. FOR ACTUAL CONFIGURATION OF WALL FOUNDATION, FOUNDATION REINFORCEMENT, FER PLAN) STEM LOCATION AND REINFORCEMENT REFER TO TYPICAL WALL SECTION(W. 2 -4 CONT PER 2. ALL BAR ANCHORAGE/LAP SPLICES, HOOKS t MIN. STEM HT. REQS. TYP. WALL SECTION I ( TO ALSO CONFORM TO TYPICAL "REINF. BAR BEND, SPLICE 4 ANCHORAGE DETAIL" THIS SHEET. E 3. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE APPLICABILITY OF THE GUIDELINES PROVIDED IN THIS DETAIL TO ACTUAL FIELD CONDITIONS. 2 -4 CONT - 4. CONTRACTOR TO LOWER WALL FOUNDATION PROFILE AS NECESSARY x 48' TO MEET "MINIMUM DISTANCE TO DAYLIGHT" REQUIREMENT PER SOILS REPORT. 5 (V) LOCATE • 8° MAX. t 32' MN OR PROVIDE DWL. 5. REINFORCEMENT LABELS USED IN THIS DETAIL (r.e. "BAR 1 ") ARE FOR REFERENCE FROM EA. SIDE INTO FDA. Orly. SEE DESIGN DETAILS FOR ACTUAL SIZE AND SPACING. OF HAND RAIL FENCE PLACEMENT GENERAL CONST. REQUIREMENTS OF 2 FOR ALL OTHER REINF. REF. TO TYP WALL SECTIONS MAS. RETAINING WALLS (V) FEW. FERSC4ED DIP ONE END N GREASE 04 MIN. X 48' LONG (H) FEW. PER TYP. SECTION EPDXY COATED, STAINLESS OR SLEEVE FOR BOND BREAK OR GALVANIZED SMOOTH BARS MATCH (H) WALL REINF. SPACING. DIP ONE END IN GREASE PRIOR TO WALL PANEL EDM 1 1 11 MIN. GROUTINCs ' ' ' 4' +' ° '--- ADDN'L. REINF. TO FOLLOW (MIN.) (MIN.) SAME PROFILE AS STEPPED FOOTING WHERE APPLICABLE. REF. TYPICAL WALL SECTIOWS) FOR REF. 'GENERAL COAST. REQUiIREMENTS Or MAS. FOOTING SIZE 4 FMINF. RETAINING WALLS' DETAIL THIS SHEET. TYP. STEPPED FOOTING a J LAP OUTSIDE BAR AROUND � CORNER MN. LAP. PER SCH. (24'MIN) MIN. LAP. REF SOH. (24"MIW BARS VERTICALLY IN CORE (16' MN. UP OR DOWN) N J � 2 F / EXPANSION CAP 4 • 32' x 24' LONG Hi' MN JONT FILL MATERIAL EPDXY COATED. ROLL HEIGHT STAQNLESS OR GALVANIZED SMOOTH BAR MIN. LAP. PEF1 scH.(24TMN) EXPANSION JOINT DETAIL (PL,4N VIEW) 5(VERT.) MIN.SEE PLAN TYPICAL TYPICAL TYPICAL TYPICAL CORNER INTERIOR CORNER INTERIOR DOUBLE LAYER REINFORCING SINGLE LAYER REINFORCING WORK THIS SECTION WITH "(REINF. BAR BEND, SPLICE AND ANCI- IORAGE DETAIL' TYPICAL REINF. AT INTERSECTION DISCONTHE BONA SEAM R-FIHF. U PROVIDE DEEP RACE APPLY a 160' MAX. CONTROL JOINT DETAIL I II f CMU CONTROL JOINT APPLY a 40' MAX. /\J HTK STRUCTURAL ENGINEERS, LLP 14288 Danielson Street " Suite #200 " Poway, CA 92064 -8819 (858) 679 -8989 " WWW. HTKSE.COM • Fax (858) 679 -8959 OF MASONRY AND CONC. WALLS 'JJ c oF, / DE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT SIGNED Br: DRAWN BY: CHECKED Br: INITIALS INITIALS INITIALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. ZL S -omli k DESCRIPTION: STA. ENC -32 - 2" BRASS DISK PL PR AR D UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: 164 EDGEBURT DRIVE HORIZONTAL: N/A LOCATION: TOP OF CURB EAST SIDE OF Z•21 Z-11-A, a DATE: 1 -7 VULCAN AVE., 200'N OF E STREET RECORD FROM: ROS NO. 18416 BRIAN M. ARDOLI DATE /A• ^A STEVEN $LORI -22-00 A 131®2 - ELEVATION: 92.004' VERTICAL: N/A R.C.E. NO.: 71651 MARCH nnAHR ANN: 254- 030 -22 -00 DATUM: NAVD88 REVIEWER INSPECTOR SENIOR ENGINEER BRIAN M. ARDOLINO (�/ I -I ,7 ,r EXP.: 12 -31 -17 Ro z SHEET 9 OF 12 PLSA 850 /"Q cri LEGEND ®: INDICATES SHORING WALL 51' OTHERS INDICATES CMUI RETAINING WALLS ®: INDICATES LOWER RET. WALL FOOTINGS AS NEC 0 E310 RETENTION BASINS. TOP OF FOOTINGS TO ALIGN WITH BOTT OF E310 RETENTION BASIN ©: INDICATES fi'ROVIDE 11/2" MIN EXPANSION. JOINT W/ EXPANSION JOINT FILLER RETAINING WALL KEY PLAN /NIJI H T K STRUCTURAL ENGINEERS, FLIP 14288 Danielson Street • Suite #200 - Poway, CA 92064 -8819 (858) 679 -8989 • WWW. HTKSE.COM • Fax (858) 6798959 A CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE S -BUILT ucaw "C" CSC: ""�`°°" 5Y: 1 "turLu by: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. INITIALS INITIALS INITIALS S1'w •116% DESCRIPTION: STA. ENG-32 - 2" BRASS DISK PL PREP ED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: LOCATION: TOP OF CURB EAST SIDE OF 1 G4 EDGEBURT DRIVE VULCAN AVE., 200' N OF E STREET HORIZONTAL: N/A 2�1,1� DATE: I f, !Z RECORD FROM: ROS NO. 18416 BRIAN M. ARDOL O DATE � STEVEN 8a LORI ESTRADA 13102 - VERTICAL: N/A R.C.E. NO.: 71651 M' ELEVATION: 92.004' nnnctH nnnHFR APN: 254 - 030 -22 -00 DATUM: NAVD88 - 1 S 1 M BRIAN M. ARDOLINO EXP.: 12 -31 -17 Q0& NO REVIEWER INSPECTOR SENIOR ENGINEER S l i /1 % '511 L17 SHEET10 OF 12 PLSA 850 �z Za a La RETAINING WALL SCHEDULE RETAINED HE HT FTG WIDTH ® FOUNDATION DOWEL 0' -0" TO 4' -0" 4' -0" 04 w lro° 41 -1" TO 4' -1111 4' -6" *5 1Kd" 4'-1" TO 5' -1111 5' -3" 1115 S" ®: INDICATES PROVIDE 2" MIN GAP BETWEEN SOLDER PIERS t FTGS AS NEC. U zz a o� �a �Q Ou1 ADDN'L REIN= X Q s FENCE POSTS '4 U PER CIVIL PLANS PER W a I, W X a DRIVEWAY 9 @ g z N N 44 BY OTHERS * F if a Q BY OTHERS SHORING a 2-04 (H) CONT. p z „ y w H O U a ADDN'L REINF Q =III=) > � ( aRENCE POSTS 'I illl u =11 Q! a 2 - *4 (H) CONt. X 8 ADDN'L REIN= a FENCE POSTS - PER e I L J I ( 2 - *4 (H) CONT. PLANTER PER LANDSCAPE PLAN I 2 - *4 (H) CONT. ( ADDN'L BARS SOLIDUGROU r - — 1 o FENCE POST N I W/ *4 (V) ® 16" 6" CONIC STEM Ir _ ADDN'L BARS WATERPROOF a *4 (H) 0 32" (PC 2500) ,:L I J ®FENCE POST a" cMU E.Q. E.Q ' 1 =III VI PER ARCH 'L W/ 4 a IS (HPw, , WATERPROOF —I— SOLID GROUT ® OR 8" CMU PER ARCH'L _ 8" CMU 0 21i" W/ *4 (V) s 16" SOLD GROUT SOLID GROUT CLR & *4 (H) 0 32" W/ *4 (V) o 16" 2i4" X WATERPROOF - --� �I W/ *4 lV) m 16" t *4 (N) 6 32" I CLR -q Xa PER ARCH'L E.Q 1 4 t *4 (H) 0 32" W i 0 ME BACKFILL < Q X T HARDSCAPE PER DRAINAGE S S ( Z _ I It BACKPILL 8 BY OTHERS REPORT I ELI( I i� SOLDER DRAINAGE I - _ - - - PER SOILS • (p e z REPORT rT "s ° 8" N a III Q -- - - - - -- V — -- S -0 MINDIST 04 2411 -- — III=' z — -- _z LL— F ° TO DAYLIGHT ? Z z_ � F M 11-0101' J r ��V � LAGGING • N 2'47" MIN W/ NOTES: 3 - *4 (TEB) 1. BACKFILL t 3' -3" WIDE W/ m U ^ U B Q PLAN VIEW DRAINAGE 2 63' MIN NIIDDE U SHORING PER 3 - *4 (TtB) SHORING 1 PTG WIDTH BY OTHERS BY OTHERS Q VERIFY W/ MIN FOOTING DEPTH /CLEAR COVER REQUIREMENTS WITH CIVIL PLANS W/ *4 a 24" (TeB) C3 PLANTER WALL SPECIAL INSPECTION GENERAL NOTES: 1. 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 CONSTRCUTION ON THE TYPES OF WORK LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS. THE SPECIAL INSPECTOR SHALL 8E A [QUALIFIED PERSnN WHO AWAI I i7F'MnNATPATF rnMP;=TP:Nr_P; to TUM SOILS: VERIFY MATERIAL BELOW FOOTINGS ARE CHANGE NO. FOLLOWING SHALL BE VERIFIED TO ADEQUATE TO ACHIEVE THE DESIGN ENSURE COMPLIANCE: X BEARING CAPACITY X A. PROPORTIONS OF SITE- PREPARED MORTAR VERIFY EXCAVATIONS ARE EXTENDED TO CHECKED BY:— X PROPER DEPTH AND HAVE REACHED DRAWING NO. X PROPER MATERIAL SUBSTITUE FOR, INSPECTION REQUIRED TO BE PERFORMED BY A CITY BUILDING INSPECTOR. INITIALS PERFORM CLASSIFICATION AND TESTING X A. SIZE AND LOCATION OF THE STRUCTURAL ELEMENTS OF CONTROLLED FILL MATERIALS X X VERIFY USE OF PROPER MATERIALS, X C. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCING DENSITIES AND LIFT THICKNESSES DURING AND SECTION 1'105 OF THE BUILDING CODE, IT SHALL BE THE AGENCY'S RESPONSIBILITY TO D. WELDING OF REINF. PLACEMENT AND COMPACTION OF X X CONTROLLED FILL X PRIOR TO PLACEMENT OF CONTROLLED X A. GROUT SPACE IS CLEAN FILL, OBSERVE SUBGRADE AND VERIFY CATEGORY OF WORE REQUIRED TO HAVE SPECIAL INSPECTION. X THAT SITE HAS BEEN PREPARED X PROPERLY X MASONRY (LEVEL I)- AS MASONRY CONSTRUCTION BEGINS, THE CHANGE NO. FOLLOWING SHALL BE VERIFIED TO APPROVED ENSURE COMPLIANCE: BENCHMARK SCALE X A. PROPORTIONS OF SITE- PREPARED MORTAR B. CONSTRUCTION OF MORTAR JOINTS CHECKED BY:— X C. LOCATION OF REINF. DRAWING NO. X THE INPECTION PROGRAM SHALL VERIFY: SUBSTITUE FOR, INSPECTION REQUIRED TO BE PERFORMED BY A CITY BUILDING INSPECTOR. INITIALS X A. SIZE AND LOCATION OF THE STRUCTURAL ELEMENTS III3•IA X B. TYPE, SIZE AND LOCATION OF ANCHORS OR THE LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE OBSERVED PER THE STATEMENT OF INSPECTIONS X C. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCING X AND SECTION 1'105 OF THE BUILDING CODE, IT SHALL BE THE AGENCY'S RESPONSIBILITY TO D. WELDING OF REINF. E. PRETECTION OF MASONRY FROM HOT OR COLD X PRIOR TO GROUTING THE FOLLOWING SHALL BE VERIFIED: X THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES, IN THE X A. GROUT SPACE IS CLEAN B. PLACEMENT OF REINFORCING CATEGORY OF WORE REQUIRED TO HAVE SPECIAL INSPECTION. X C. PROPORTIONS OF SITE- PREPARED GROUT X D. CONSTRUCTION OF MORTAR JOINTS X GROUT PLACEMENT SHALL BE VERIFIED I �,� TO ENSURE COMPLIANCE WITH CODE AND X CONSTRUCTION DOCUMENT PROVISIONS. REVIEWER C. WHEN THIS REQUIREMENT IS WAIVED BY THE BUILDING OFFICIAL PREPARATION OF ANY REQUIRED GROUT ISHEET11OF12 5. SPECIMENS, MORTAR SPECIMENS AND /OR X PR15MS SHALL BE OBSERVED. AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL COMPLIANCE WITH REQUIRED INSPECTION INSPECTION. ALL WORK INSTALLED, PERFORMED, OR COVERED WITHOUT REQUIRED SPECIAL PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED X SUBMITTALS SHALL BE VERIFIED. 6. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, 10. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE (858)6D989S9n- WWVW HTKSE.COM P- FoxC58)679 -8959 E 0 1 COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION OF THE APPROVING MUNICIPALITY sT9T iVi f OF CP��F� SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICUAL TYPE OF CONSTRUCTION CHANGE NO. DESCRIPTION APPROVED OR OPERATION REQUIRING SPECIAL INSPECTION BENCHMARK SCALE 2. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY I DRAWN Bv: CHECKED BY:— ENGINEERING DIVISION APPROVALS CHAPTER 1 OF THE BUILDING CODE. SPECIAL INSPECTION IS IN ADDITION TO, NOT A DRAWING NO. INITIALS SUBSTITUE FOR, INSPECTION REQUIRED TO BE PERFORMED BY A CITY BUILDING INSPECTOR. INITIALS 3. WHEN MORE THAN ONE CATEGORY OF WORD REQUIRING SPECIAL INSPECTION IS PERFORMED SIMULTANEOUSLY, III3•IA DESCRIPTION: STA. ENC -32 - 2" BRASS DISK LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE., 200'N OF E STREET RECORD FROM: ROS F E 1 RE ELEVATION: 92.004' DATUM: NAVD88 HORIZONTAL: N/A VERTICAL: N/A OR THE LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE OBSERVED PER THE STATEMENT OF INSPECTIONS PLA REPA D UNDER SUPERVISION OF DATE; / , �' I� �O R.C.E. NO.: 71651 BRIAN M. ARDOLINO EXP.: 12 -31 -17 RECOMMENDED: APPROVED: AA. AA 0�, NAASfH hAAHFP S f�� 17 20Q d 17 17 GRADING PLAN FOR: 164 EDGEBURT DRIVE STEVEN & LORI ESTRADA APN: 254- 030 -22 -00 AND SECTION 1'105 OF THE BUILDING CODE, IT SHALL BE THE AGENCY'S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURE THAT THE REQUIRED INSPECTIONS ARE PROVIDED. 4. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES, IN THE CATEGORY OF WORE REQUIRED TO HAVE SPECIAL INSPECTION. EXCEPTIONS- A. SOILS INSPECTION SHALL BE PROVIDED BY THE GEOTECHNICAL ENGINEER OF RECORD I �,� 8. SMOKE CONTROL SYSTEM INSPECTIONS SHALL BE PERFORMED BY MECHANICAL ENGINEER OF RECORD REVIEWER C. WHEN THIS REQUIREMENT IS WAIVED BY THE BUILDING OFFICIAL SENIOR ENGINEER ISHEET11OF12 5. 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 PERFORM 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. S. WHERE MATERIALS OF ASSEMBLIES ARE REQUIRED BY THE BUILDING CODE TO BE LABELED, SUCH MATERIALS AND ASSEMBLIES SHALL BE LABELED BY AN AGENCY APPROVED BY LOCAL eRO SSIO JURISDICTION IN ACCORDANCE WITH SECTION 1103. PRODUCTS AND MATERIALS TO BE LABELED SHALL H T K �D e BE TESTED, INSPECTED AND LABELED IN ACCORDANCE WITH THE PROCEDURES SET FORTH IN c SECTIONS 1103.5.1 THROUGH 1103.5.3. STRUCTURAL ENGINEERS LLP m No. 1 $ 10. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE (858)6D989S9n- WWVW HTKSE.COM P- FoxC58)679 -8959 E 0 1 COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION OF THE APPROVING MUNICIPALITY sT9T iVi f OF CP��F� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DE SIGNED BY: I DRAWN Bv: CHECKED BY:— ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. INITIALS INITIALS INITIALS S III3•IA DESCRIPTION: STA. ENC -32 - 2" BRASS DISK LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE., 200'N OF E STREET RECORD FROM: ROS F E 1 RE ELEVATION: 92.004' DATUM: NAVD88 HORIZONTAL: N/A VERTICAL: N/A Z'Z %• 1� BRIAN M. ARD O DATE PLA REPA D UNDER SUPERVISION OF DATE; / , �' I� �O R.C.E. NO.: 71651 BRIAN M. ARDOLINO EXP.: 12 -31 -17 RECOMMENDED: APPROVED: AA. AA 0�, NAASfH hAAHFP S f�� 17 20Q d 17 17 GRADING PLAN FOR: 164 EDGEBURT DRIVE STEVEN & LORI ESTRADA APN: 254- 030 -22 -00 13102 - `,�^ i tjt; I �,� REVIEWER INSPECTOR SENIOR ENGINEER ISHEET11OF12 PLSA 850 RETAINING WALL SCHEDULE RETAINED HE HT FTG-;; WIDTH ® BASE BLOCK THICKNESS KEY DEPTH © STEMJREINF HEEL / KEY R NF V (D' -®" TO 4' -0" 2' -(0° all 01 -6" 04 a 16" - 4' -1" TO 5'-11" 3' -6" $" 1' -0 05 a 16" M4 0 811 1 ll i " (o -0 TO S -S 41 -(011 12" (2' -8" MIN) 1' -311 ll 05 g ]lo 0 a all f V RETAINING WALL SCHEDULE RETAINED FTGs WIDTH BASE BLOCK THICKNESS KEY DEPTH © STEM EINF C(� HEEL / KEY REJNF Ol -®" TO 4' - 011 4 0'- 2 04 a 16" - 4' -111 TO 5' -1111 5' -611 Qrl 11_311 05 g I( ll 04 a 611 (o' -®" TO 8' -8" (o -�o It (2' -8" MIN) 1._0 45 0 8.. *4 6 8.. NA �z z4 u p� �U ROD IRON GUARD X e N RAIL 5Y OTHERS Q 4 _ _ �DARD RAIL. `� _ 0 PENCE POSTS F PER i PER -« I -« e 2 4 (H) CONT. I 2 4 (H) CONT. I I I I L 1 L_ J �,I 111111 ADDN'L BARS FENCE POST ADDN'L BARS ® P ( I f FENCE POST ( _ 8" CMU SOLID GROUT W/ 05 (V) B 1(0 A 404(H)a32" I � I 8" GMU WATERPROOr x �p X I I SOLID GROUT PER ARGHL i Q i W/ 05 (V) ® 16" 4 04 (H) g 32" I O �p � 121j4 • V Lu 21/4 CLR O W CLR 1 z I 1 I i I I � I z JI 2 -M4 (H) CONT. 2 -•4 (H) CONT. I 12" CMU SOLID GROUT C Q_ CL I ( 12 CMU W/ 04 (H) a 24" 12" 12" 4 4 4 "I SOLID GROUT 4 VER7 REINF z Z W/ 04 (H) ®24" HARDSCAPE PER SCHED CLR E CLR 4 VERt REINF 5Y OTHERS PER SCHED — - - -- - -- I EACKFILL 4 0 �, iv 9 cq _ DRAINAGE — r— — — — PER SOILS - III -III _ ® z 'fj 111711 I -I N u _ REPORT z z �o rn N N tL �/ IL O `�U `qU D � 3" CLR CLR p tau Q Y 4 D 12 "' MIN FTG WIDTH® W/ 04 (H) ® 24" (T48) MIN L FTG WIDTH -00 SSI071,q W/ 04 (H) ® 24" (T45) HTK w m STRUCTURAL ENGINEERS, LLP No. 6i 8 A 14288 Danielson Street • Suite #200 • Poway, CA 92064 -8819 p, L O: VERIFY FOOTING DEPTH / CLEAR COVER REQUIREMENTS W/ CIVIL PLANS Q: V;::RIFY FOOTING DEPTH / CLEAR COVER REQUIREMENTS W/ CIVIL PLANS (858) 679 -8989 • WM.HTKSe.COM • Fee(858)679 -895s 06/30/17 0T9T CIVIL R��P f OF CA DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE S -BUILT INITIALS INITIALS INITIALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. -( S y•��•�h DESCRIPTION: STA. ENC -32 -2" BRASS DISK P ARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: LOCATION: TOP OF CURB EAST SIDE OF 164 EDGEBURT DRIVE VULCAN AVE., 200' N OF E STREET HORIZONTAL: N/A Z'Z7" iq DATE: �, �� 17 RECORD FROM: ROS NO. 18416 BRIA M. ARDOLINO DATE l • all STEVEN & LORI ESTRADA 13102- VERTICAL: N/A R.C.E. NO.: 71651 APN: 254 - 030 -22 -00 ELEVATION: 92.004' nnn�iH nn4HER DATUM: NAVD88 REVIEWER INSPECTOR SENIOR ENGINEER BRIAN M. ARDOLINO EXP.: 12 -31 -17 Soli �1 0"S Off" -t �� SHEET 12 OF 12 Wili PLSA 850