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2019-14264 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 UNDERGROUND Cl�►��f �M►�t171 �C`J 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 REPORTS TITLED "PRELIMINARY GEOECHNICAL INVESTIGATION UPDATE" DATED FEBRUARY 19, 2019„ PREPAREC BY COAST GEOECHNICAL CONSULTING ENGINEERS AND GEOLOGIST 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 OFF -SITE 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 ONSIE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITEE. TH`= 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 ROUE. 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 BEE PROVIDED STATING: "THE GRADING UNDER PERMIT 14264 -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 LINlr__K HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION r LACEMENT 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. Ui'ON 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 P;,NDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOIS DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE : IE AND SHALL TAKE REMEDIAL ME^3URE TO PREVENT EROSION OF FF:__-�HLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL of PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WIT,l STANDARD SPECIFICATION. ALL VEGETABLE MATER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM T'E 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 COMP..CTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATER 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. 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRET OR TEMPORARILY HALT GROUND - DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVCES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIMTY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTRRBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND /OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THECORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTEED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU IN PLACE "), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. I o , k • 1 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BARBIE LUSSIER -DAVIS AT 916 - 337 -0683, 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 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 AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER Al' 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 DUMPSER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE CHANGE NO. 1 DESCRIPTION I APPROVED I DATE I BENCHMARK CITY OF ENCINITAS BENCHMARK ENC -32 2" SD. ENG. DEPT. BRASS DISC MARKED "HORIZ CTRL El TC 2." LOCATED IN TOP OF CURB EAST SIDE OF AVENUE, 200 FT. NORTH OF E. STREET AND 2.5' OF THE DRIVEWAY INTO THE CITY OF ENCINITAS ADMINISTRATION OFFICES PER R.O.S. 18416. ELEVATION = 92.004' DATUM = NAVD88 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. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED, ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS, IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE, 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS 'TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. I (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 COVEREP IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO T PERMIT OR PROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EAS NTS. SIGNATU E: DATE: BITE LUSSIER - DAVIS, TITLE MISSIONS WEST BUILDERS, INC. SOILS ENGINEER'S CERTIFICATE rleaee BCj,?wE1G o..d I, VITHAYA SINGHANET, A REGISTERED GEOTECHNICAL 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 . ^REVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON FEBRUARY 19, 2019 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEEER, 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. Scc 2p4cla +cd 10 115/ig SIGNED:. �1G G: E G..: GE 782_ - - - - -_ c EXP. DATE: 1?mg,?Z------- ------ JOB - --- --WJOW hA!513 7.5---- - -�___ COAST GEOECHNICAL CONSULTING ENGINEERS AND GEOLOGISTS P.O. BOX 230163, ENCINITAS CA 92023 858 -755 -8622 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFFICIENCY OR ADEQUACY OF THE PANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSiBLIiTY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. BY: x C 1 -6 -26' STEVEN R. JONES j DATE 4�pR ESSIC �RC E O'V v ! COASTAL SOLUTIONS, INC. � LNo.65124 577 SECOND STREET '� ENCINITAS, CA 92024 i PH (760) 230 -6025 OF CAt-IFl l - s FAX (760) 230 -6026 N�at�lil�+ ��l��Yal;%?MY�►:i►]f.�Y.itiB �tic)IIC�i;'ll.�:�. :ll�fl.�lii, � ► �1" , �D BY: LWD DISTRICT ENGINEER _ __ C33692- 6 A0 L 20 20 DEXTER S. WILSON, PE RCE DATE DEXTER WILSON ENGINEERING, INC. \-v&%%2.0 FIRM- -- - - - -- - DATE ---- - AS -BUILT APPROVALS STEVEN R. JONES l3. 7.0 DATE INT. DATE I PLANS PREPARED UNDER THE SUPERVISION OF PUBLIC WORKS DATE PLANNING � DATE. REVIEWER - f rt R.C.E. NO. 65124 STEVEN R.vJbNES nATF INSPECTOR EXP... -.4-?l __ 23 17ICINITY MAP NOT TO SCALE OWNERIPERMITTEE BARBIE LUSSIER -DAVIS MISSION WEST BUILDERS, INC. 12707 HIGH BLUFF DRIVE SUITE 200 SAN DIEGO, CA 92130 916 -337 -•0683 SITE ADDRESS 179 N. VULCAN AVE ENCINITAS, CA 92024 APN# 256 -- 400 -72 LEGAL DESCRIPTION PARCEL 3, PARCEL MAP NO. 20150 EARTHWORK DATA STEEPEST EXISTING SLOPE ON -SITE = 2H : 1V MAXIMUM VERTICAL DEPTH OF CUT = 12' MAXIMUM VERTICAL DEPTH OF FILL = 1.5' 1000 C.Y. CUT 0 C.Y. FILL 100 C.Y. REMEDIAL EXPORT: 1000 C.Y. DISTURBED AREA: 6,911 SF QUANINTIES SHOWN DO NOT REFLI.CT ANY SHRINKAGE AND SWELL FACTORS rr " �Ao IMPERVIOUS AREA P:OR TO CONSTRUCTION: 142 SF IMPERVIOUS AREA AFTER CONSTRUCTION: 3,453 SF INCREASED IMPERVIOUS AREA: 3,311 SF IMPERVIOUS AREA ',?FPACED: 0 SF SHEET 'CIO. NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR �7 /y�v STORMWATER POLLUTION CONTROL POST TERS SSHALLDBESP NO. WITHOUT LIDS ACEDEWIITHIN STRUCTURES WITH IMPERVIOUS CONSTRUCTION BMP /IMP NOTES ANY ROOFING WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH TRASH HR MATERIAL. NO. 3 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AND/OR OR INTO THE PUBLIC STORM DRAIN SYSTEM. AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR - 8 SHORING PLANS INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL WASTE AND TOLL FREE AT (800 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL E CO AT (760) 436 -4151. SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP IMP POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER RECYCLING RECEPTACLES AROUND THE SITE. PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE INLETS ON PERVIOUS SURFACES. IMP /BMP. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. ALTERED WITHOUT A PERMIT FROM THE CITY. NOT EXISCAT 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN AND LOCATION OF UNDERGROUND UTILITY PIPES AND MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF BE OBTAINED. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSER AND TO PREVENT ANY FLOW Q COMMENCEMENT OF WORK: OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE A. SEWERS -LWD - 760 - 753 -0155 CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. g GAS & ELECTRIC - SDGE - (760)- 438 -6200 THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED D. TELEPHONE - SBC BELL - (760) - 489 -3411 THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR CHANGE NO. 1 DESCRIPTION I APPROVED I DATE I BENCHMARK CITY OF ENCINITAS BENCHMARK ENC -32 2" SD. ENG. DEPT. BRASS DISC MARKED "HORIZ CTRL El TC 2." LOCATED IN TOP OF CURB EAST SIDE OF AVENUE, 200 FT. NORTH OF E. STREET AND 2.5' OF THE DRIVEWAY INTO THE CITY OF ENCINITAS ADMINISTRATION OFFICES PER R.O.S. 18416. ELEVATION = 92.004' DATUM = NAVD88 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. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED, ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS, IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE, 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS 'TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. I (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 COVEREP IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO T PERMIT OR PROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EAS NTS. SIGNATU E: DATE: BITE LUSSIER - DAVIS, TITLE MISSIONS WEST BUILDERS, INC. SOILS ENGINEER'S CERTIFICATE rleaee BCj,?wE1G o..d I, VITHAYA SINGHANET, A REGISTERED GEOTECHNICAL 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 . ^REVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON FEBRUARY 19, 2019 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEEER, 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. Scc 2p4cla +cd 10 115/ig SIGNED:. �1G G: E G..: GE 782_ - - - - -_ c EXP. DATE: 1?mg,?Z------- ------ JOB - --- --WJOW hA!513 7.5---- - -�___ COAST GEOECHNICAL CONSULTING ENGINEERS AND GEOLOGISTS P.O. BOX 230163, ENCINITAS CA 92023 858 -755 -8622 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFFICIENCY OR ADEQUACY OF THE PANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSiBLIiTY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. BY: x C 1 -6 -26' STEVEN R. JONES j DATE 4�pR ESSIC �RC E O'V v ! COASTAL SOLUTIONS, INC. � LNo.65124 577 SECOND STREET '� ENCINITAS, CA 92024 i PH (760) 230 -6025 OF CAt-IFl l - s FAX (760) 230 -6026 N�at�lil�+ ��l��Yal;%?MY�►:i►]f.�Y.itiB �tic)IIC�i;'ll.�:�. :ll�fl.�lii, � ► �1" , �D BY: LWD DISTRICT ENGINEER _ __ C33692- 6 A0 L 20 20 DEXTER S. WILSON, PE RCE DATE DEXTER WILSON ENGINEERING, INC. \-v&%%2.0 FIRM- -- - - - -- - DATE ---- - AS -BUILT APPROVALS STEVEN R. JONES l3. 7.0 DATE INT. DATE I PLANS PREPARED UNDER THE SUPERVISION OF PUBLIC WORKS DATE PLANNING � DATE. REVIEWER - f rt R.C.E. NO. 65124 STEVEN R.vJbNES nATF INSPECTOR EXP... -.4-?l __ 23 17ICINITY MAP NOT TO SCALE OWNERIPERMITTEE BARBIE LUSSIER -DAVIS MISSION WEST BUILDERS, INC. 12707 HIGH BLUFF DRIVE SUITE 200 SAN DIEGO, CA 92130 916 -337 -•0683 SITE ADDRESS 179 N. VULCAN AVE ENCINITAS, CA 92024 APN# 256 -- 400 -72 LEGAL DESCRIPTION PARCEL 3, PARCEL MAP NO. 20150 EARTHWORK DATA STEEPEST EXISTING SLOPE ON -SITE = 2H : 1V MAXIMUM VERTICAL DEPTH OF CUT = 12' MAXIMUM VERTICAL DEPTH OF FILL = 1.5' 1000 C.Y. CUT 0 C.Y. FILL 100 C.Y. REMEDIAL EXPORT: 1000 C.Y. DISTURBED AREA: 6,911 SF QUANINTIES SHOWN DO NOT REFLI.CT ANY SHRINKAGE AND SWELL FACTORS rr " �Ao IMPERVIOUS AREA P:OR TO CONSTRUCTION: 142 SF IMPERVIOUS AREA AFTER CONSTRUCTION: 3,453 SF INCREASED IMPERVIOUS AREA: 3,311 SF IMPERVIOUS AREA ',?FPACED: 0 SF SHEET 'CIO. 1 TITLE SHEET SHEET NO. 2 GRADING AND DRAINAG7 PLAN SHEET NO. 3 EROSION CONTROL PLAN SHEET NO. 4 RETAINING WALL PLAN SHEET NO. 5 - 8 SHORING PLANS COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET ENCINITAS, CA 92024 -a _ 760 _30 5025 DATE OF SURVEY: AUGUST 22, 2016 BY COASTAL ALND SOLUTIONS, INC. BHP PROJECT STATUS ► f _:Il. SIGNATURE EXPIRES 2 YEARS AFTER DATE)_ ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMEN DRAWING NG RECO MENDED APPROVED GRADING PLAN FOR: -L% C - - -- �_ BARBIE' LUSSIER -DAVIS 14264- C ST OWAK EDWARD 1 MER 179 N. VULCAN AVE. 1 I z _ __ _ ENCINITAS, CA 92024 DA D TE PLANNING CASE NO: 17 --136 CDP A.P.N. #256- 400 -72 SHEET 1 OF 8 zU F� z O E 04 L�L L� LEND GRADING S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROPERTY BOUNDARY EXISTING EASEMENT PROPOSED CONTOURS 255 EXISTING CONTOURS - ---- -- ---255 EXISTING EDGE OF PAVEMENT CENTERLINE EXISTING SEWER CLEANOUT s EXISTING WATER SERVICE PROPOSED WATER SERVICE n EXISTING SEWER LATERAL _ TiyOF =95. EXISTING WATER LATERAL a S= .00 PROPOSAL WATER LATERAL --W W- BIORETENnON f BASIN A ARE A =88 SF EXISTING FENCE -X-X- Fs=87•85 PROPOSED RETAINING WALL TA0RE�0R0AIN IE =86.52 EXISTING RETAINING WALL D5 ITT U RA TO UA E R FS-8870 LIMITS OF GRADING W W I TRC D PG DE D L M TE TWOFS =86.65 r PER WAS WS -09 AT OWNERS EXPENSE. / BWOEX =88.85 EXISTING WATER METER WITHIN PUBLIC / BUILDING FOOTPRINT RIGHT -OF -WAY OF N VULCAN AVENUE. EP- 88.62 85 , 3 4 IRON PIPE AND DISC f,,, DRAINAGE DIRECTION MARKED / " "LS 7959" 3/4" IRON PIPE AND DISC ��4b LARKED "LS 7959" (SEE NOTE #2) \s s � TWOFS= 100.65 TWOFS =95.00 BWOEX =96.00 •f� yr' BWOFS =87.65 f/ ✓ 0 ' TWOFS =98.00 i BWOFS =97.50 t m FS =97.60 TWOFS =98.00 BWOFS =89.30 r r IRON PIPE AND DISC ED "LS 7959" NOTE #2) t -. F EN " EXISTING ENCUMBRANCES LISTED BELOW ARE PER A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE COMPANY DATED JANUARY 18, 2019 AS ORDER ESC - 5858257 THAT WAS PROVIDED TO COASTAL LAND SOLUTIONS, INC. BY THE CLIENT. ri PARCEL B OF TITLE REPORT. EXISTING 17' WIDE EASEMENT FOR INGRESS, EGRESS, PIPELINES, AND OR PUBLIC UTILITIES, ETC. EXISTING CC &R'S RECORDED ON JULY 20, 1932 IN BOOK 132, PAGE 364 OF OFFICIAL RECORDS. SAID DOCUMENT CONTAINS NON - PLOTTABLE RIGHTS THAT COULD IMPACT THE DEVELOPMENT OF PARCEL 3. SAID DOCUMENT SHOULD BE REVIEWED PRIOR TO ANY PLANNING OR CONSTRUCTION. & EXISTING EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED JULY 20, 1932 IN BOOK 132, PAGE 364 OF OFFICIAL RECORDS. SAID EASEMENT DOES NOT HAVE AN EXACT LOCATION AND THEREFORE HAS NOT BEEN DEPICTED HEREON. EXISTING 17' WIDE PRIVATE ROAD AND UTILITY EASEMENT 0� PER P.M. NO. 20150, EXISTING SDG &E EASEMENT RECORDED ON DECEMBER 14, 2006 AS FILE NO. 2006 - 0887692 OF OFFICIAL RECORDS. OEXISTING PRIVATE ROAD AND PUBLIC UTILITIES EASEMENT RECORDED ON APRIL 3, 2007 AS FILE NO. 2007- 0222946 OF OFFICIAL RECORDS. IE =830 .� ,' I .: L STANDARD NOTES 1. LIND APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, FL= 101.75 < PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY TW0FS =10 00 ERRORS AND OMISSIONS DISCOVERED DURING i BWOFS =89.50; EXISTING PARCEL 3 SEWER LATERAL. (SEE NOTE #2)'° 6 `, G ATE < 0 AFTER CONSTRUCTION THE EXTENSION OF THE SEWER LATERAL " r 'k PROPO D _ 6 °•'.� SHALL NOT RUN UNDER THE ROCK LINED / 3� ,„ 2 89.30I" PROPOSED FIRE PLACE 2R ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFROM SWALE AND SHALL MAINTAIN THE MAXIMUM / ./ fF r T`° z 1'( IEa8.3 - sEE ARCHITECCURAL PLANS °,' TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND FLOWLINE SWALE POSSIBLE HORIZONTAL SEPARATION FROM I �. I ? ° , A Ds= 8ss0au) Es�a.24 ; TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC SWALE. Y L ✓G PROPOSED CONCRETE w �� I i\ FS �8s.4o ; -�+ ( ) DS 3/4° IRON PIPE AND DISC ' ' G FS. 88.70 GARAGE �O�UMN -mow DRAWINGS, ON OST¶CURRENTEEDI� EDITIONS, IN THE EVENT CONFLICT THE MARKED "LS 7959" < °` A- S -2% (SEE NOTE #2) Q i - 1 '(r> )_,; ` LWD SEWER STANDARDS GOVERN. PROPOSED PERVIOUS PAVERS `.0 ` / ° FS= .GD D- 75`BROW DITCH S =1� " ' TRY REQUIREMENTS E ROOF EA9 -jJ,NG lrr ?e. j ` Oun INE 3. OSHA SAFTEY ORDERS AND OSHA CONFINED SPACE EN PROPOSED BUILDDNG STEM WALL PARCEL 2 ExisnNC AsP T °° ; 3% t 0 oNCRE E G y RETAINING WALL (PER STRuCTURAi) SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. SEWER LATERAL € .'j �' IE =80/0 7t. ✓ 5 =89.00 PATI PARCEL 3 P oED '> `/ - '{ 4% ' < \ IE =88. t. ' 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN WATER SERbICE / Va ; s EP= 86.001. qp q i PROPOSED 12" AREA DRAINS / r ! < < x FS = 88.50 GARAGE OUTLINE 89.60 l SEWER NOTES ON A AL TIMES. WITH 4" & 6" PVC PIPE // £f SRS � EWE 2 & 3 THE JOBSITE T L ,$`., ', 5. NO WORK SHALL BE COMMENCED UNTIL ALL RIGHT -OF -WAY AND OTHER . / D -40 RIP RAP �! �� °� 6" PCC C' KB ROCKONE©,�0 l ry t o D -40 RAP).` FIRS FF =89.75 ✓ / 9�� EtPAC�EC�� R / t ` ' - .5S \ PAb 89 25 6= GRATE' �X - S 8.10. FS =8$;80 / _D/ Q�((•FOEti� S5p / rc =86.67 �� $ ( E =8wss •9.60 HATCHED AREA REPRESENTS LANDSCAPED 6 e c• �d� yon / / IE4 "= 86.zQ. -'' fs =8a.8o _,, �\ P A A -� THE TEMENT AREA FOR BEST MANAGEMENT > °• PRACTICE TO BE CONSTRUCTED TO °F N�/ / ��` %' 'BUILDING `` ' LANDSCAp �• TW 88 �0 i � � .. SPECIFICATIONS OF BIORETENTION DETAIL ON PAGE 7, P / / 3 1F4^ ` _ ! \FOOTPRINT ? yq APPENDIX C-3 OF HE ENCINITAS STORMWATER MANUAL. / i ., FL 88.25 PROPOSED AREA IS GREATER THAN OR EQUAL TO 4% OF rG 80 .25 ; PROPOSED IMPERVIOUS SURFACE AREA. AREA NOT TO BE / IE�86.3a w' . FL-86.25 FOOTING STEM WALL TOs MAINTAIN MODIFIED WITHOUT PERMIT FROM THE CITY. 8" CLEARANCE ABOVE ISH GRADE i (TYPICAL - i / BWOFS =87.30 " g ' BIORETENTION BASIN 0 I a PA REA =53 5F �- EXISTING GRADE �� ' FS 87 °75 ` TW!,aB ° i ` FL =88.50 A(.TWOI EXISTING RETAINING WALL-,, PERFORATED PIPE, S =0% t f F B b0 FS =89.40 BWO CONNECT TO AREA DRAIN '` s f� ��o� °, IE 4" =88.52 120 AR A DRAIN OVERFLGIN TG =8 425 TW =89.50 y i FS -89.13 } TW =88.58 P/L BWOEX= 88.50' '' °. ' G \ / / r 6" min. 0.2' GARAGE FF =89.25 TF =84.75 6" min. 1 P 3.75' -TIN =88.58 ,,'° � a. Lea � FG =88.75 � � � TWOFS =96.00 RETAINING WALLS TYP.) TF =84.75 f BWOFS= 89°00(ILD DEEPEN OOTING r ' AS SSARY PER SDRSD C -1 0 EQUAL 2" HARDWOOD °,MULCH 2" HARDWOOD MULCH -12" MIN. ENGINEERED SOIL* m� rk ` / f - '• _i- -2"- 3/8" GRAVEL " s! DITCH ' `75 BROW01 12" MIN. ENGINEERED SOIL* PERFORATED PIPE, S -0% FL =88.70 i 12" AREA DRAIN OVERFLOW -20" - 3 4" CRUSHED ROCK ** TG =88.50 2 "- 3/8" GRAVEL CONNECT TO AREA DRAIN / t y IE 4" =86.20 D -40 RIP RAP 4 PERFORATED PIPE, S =0% 20" - 3/4" CRUSHED ROCK ** I f CONNECT TO AREA DRAIN PGE j TVV =90.50 g IE 4" =86.52 pQPgF�Q�Et s / / BWOEX =89.60 Pl SECTION A .SECrI®N B p Q� F GEC O SG / 3/4" IRON PIPE AND DISC NOT TO SCALE NOT TO SCALE MARKED "LS 7959" (SEE NOTE #2) 4.3' BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 12" DEEP "SANDY LOAM" SOIL // TW= 102.00 MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND, 15% COMPOST OR HARDWOOD MULCH, AND 20% TOPSOIL / // EXISTING GRADE **3/4" CRUSHED ROCK LAYER SHALL BE 20" BUT MAY BE DEEPENED TO / INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. THE EFFECTIVE AREA OF THE BASIN SHALL BE FLAT AND LEVEL. TYPICALLY, THE SURFACE SECTION C SCALE: 1"=5 D -75 SWALE 6" MINIMUM BELOW TOP OF WALL f AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA. / PROPOSED IMPERVIOUS SURFACE= 3,453 sf PROPOSED INCREASE IN IMPERVIOUS SURFACE= 3,311 sf REQUIRED BIORETEN11ON AREA = 3,795 sf x 4% = 132 sf TWC�➢FS= 101.25 i°° PROPOSED APEA = 88 sf + 53 sf = 141 sf BWOFS =89.50 LEY'f!R oF14ttA%j 6W Fbt NOTES: of�Srt6�:Ma►"i6 $y 1. ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED DURING �g0 f�91p/ ruu"6R D�TISO CONSTRUCTION SHALL BE REPAIRED AND /OR REPLACED TO THE q 19tO SATISFACTION OF THE CITY ENGINEER PRIOR TO FINAL APPROVAL. ih�s, s'L* OA/ 2. THE EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE 1 2" IRON PIPE AND DISC AS EXISTED IN THE FIELD PRIOR TO CONSTRUCTION AS NOTED ON FL= 101.20 MARKED "RE 1604" CORNER RECORD NO. 39670. IF ANY MONUMENTS IS DISTURBED (SEE NOTE #2) OR DESTROYED IT SHALL BE REPLACED BY A LICENSE LAND SURVEYOR TWOFS= 102.00 AND SHALL FILE A CORNER RECORD WITH THE COUNTY. BW@FS =89.50 3. ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE CONSTRUCTED UNDERGROUND. GRAPHIC SCALE 1 " =10' 4. ALL EXISTING NEIGHBORING STRUCTURE LOCATIONS SHOWN ARE CONVEYANCE, TREATMENT, AND DISPOSAL TO THE PUBLICE 24 HOURS A DAY, ESTIMATIONS ONLY. NOT TO BE USED AS PRECISE MEASUREMENTS D TO FACILITIES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY FOR ANY CONSTRUCTION. 0 _10 20 30 MAINTAINED AT ALL TIMES (DURING CONSTRUCTION AND AT THE END OF 5. THIS PROJECT SHALL COMPLY WITH THE 2016 CALIFORNIA RESIDENTIAL COASTAL LAND SOLUTIONS, INC. CODE, WHICH ADOPTS THE 2015 IRC, 2015 UMC, 2015 UPC AND THE 2014 NEC. EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED SECTION R106.1. 5' SETBACK 577 SECOND STREET TO ASSIST WITH ACCESS WHILE WORKING AROUND LWD FACILITIES. ENCINITAS, CA 92024 BWOFS= 89.20 ' i PH (760) 230 -6025 l-s FAX (760) 230 -6026 SECTION C SCALE: 1"=5 D -75 SWALE 6" MINIMUM BELOW TOP OF WALL f REQUIRED PERMITS HAVE BEEN OBTAIN FROM THE JURISDICTIONAL CITY, COUNTY, AND /OR APPROPRIATE AGENCIES. 6. THE EXITENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON TWC�➢FS= 101.25 i°° THESE PLANS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE BWOFS =89.50 LEY'f!R oF14ttA%j 6W Fbt ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE of�Srt6�:Ma►"i6 $y UTILITIES SHOWN ATTENTION �g0 f�91p/ ruu"6R D�TISO O HER UTILITIES OR STR CTURES q 19tO NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON HE PLANS. ih�s, s'L* OA/ THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURED TO PROTECT 1 2" IRON PIPE AND DISC THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR FL= 101.20 MARKED "RE 1604" STRUCTURES SHOWN. (SEE NOTE #2) TWOFS= 102.00 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION BW@FS =89.50 OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN RETAINING WALL (PER STRUCTURAL) THE LIMITS OF THIS PROJECT. 8. CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE WASTEWATER CONVEYANCE, TREATMENT, AND DISPOSAL TO THE PUBLICE 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LWD OR THEIR CONTRACTORS MAY NEED ACCESS D TO FACILITIES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIME. THE CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACILIITES IS PA MAINTAINED AT ALL TIMES (DURING CONSTRUCTION AND AT THE END OF TW =97.00 EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED 5' SETBACK TO ASSIST WITH ACCESS WHILE WORKING AROUND LWD FACILITIES. BWOFS= 89.20 ' 3 1' „ 9. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO 1 WIDE x 6 DEEP PROTECT LWD FACILITIES AND STRUCTURES DURING CONSTRUCTION. SHOULD LL DRAINAGE WAY THE CONTRACTOR AT ANY TIME DAMAGE LWD OR PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, MINIMIZE AND CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES TO THE SATISFACTION OF THE LWD ENGINEER AT NO COST TO LWD INCLUDING RETAINING WALL INSPECTION AND ANY BYPASSING REQUIRED. DAMAGE CAUSED TO SEWER BY OTHERS FACILITES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR TO REPAIR. FL =89.20 • =89.75 10. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE I SPILLS; CONTAINING ANY SEWAGE SPILLS; RECORVERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK ADJACENT TO LWD FACILITIES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN -UP COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR. 11. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION AC11FVITIES IN THE AREA OF WORK POTENTIALLY AFFECTING LWD SEWER FACILITIES. .S ON D 12. CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIIOR TO EXCAVATION OF SCALE: 1 " =5' SEWER UNDER CROSSINGS, OVERCROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED. BELGARD PERMEABLE PAVING STONE OR EQUAL 2" THICK NO.8 AGGREGATE 4" THICK NO.57 AGGREGATE tr ° 6" THICK 314" CRUSHED ROCK- PF1Uv1EABLE PAVER DETAIL PER GEOTECHNICAL RECOMMENDATIONS z QPOFESSI /) R. w No. 65124 M cr -0 3T4 CIVIC - P - OF CA1IF� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ut��SRJ n7: UHASR n.: �nrL�E n,: ENGINEERING DIVISION APPROVALS CITY OF F'NCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. CITY OF ENCINITAS BENCHMARK ENC -32 2" SD. CO. INT. DATE GRADING PLAN FOR: ENG. DEPT. BRASS DISC MARKED °HORIZ CTRL ENC PLANS PREP RED UNDER THE SUPERVISION OF RECOMMENDED APPROVED BARB IE 2." LOCATED IN TOP OF CURB EAST SIDE OF VULCAN PUBLIC WORKS BARBIE LUSSI.E'.� -DAVIS AVENUE, 200 FT. NORTH OF E. STREET AND 2.5' NORTH DATE:._ I -6 - 2 0 _ ft! - - ---- G-- 14264 - G OF THE DRIVEWAY INTO THE CITY OF ENCINITAS PLANNING y� 179 N. VULCAN AgY A Y.G' ADMINISTRATION OFFICES PER R.O.S. 18416. STEVEN R JONES DATE `C• R.C.E. NO. 65124 S V WAK Ed ARD J IMMER ENCINITAS, r�s w w �yr�p� O ELEVATION = 92.004' REVIEWER TEVEN R. ES __ 4j! ._. ls° N:✓INIl A�..7, liA 9 024 DATUM = NAVD88 SENIOR ENGINEER DATE INSPECTOR EXP. AI D TE ATE PLANNING CASE NO: 17 -136 CDP A.P.N. #256- 400 -72 FSHEET 2 OF 8 V 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. 7� L� 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC 91( = WIRE DETAIL SILT FENCE NITS RUN�OFF_— nal - I TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GAP BETWEEN BAGS ACTS AS SPILLWAY DETAIL GRAVEL BAGS NTS SILT FENCE SEE DETAIL THIS SHEET DESILTING BASIN WrAA SEE DETAIL THIS SHEET \ \ i 1 ,per L�LLL}L_L_iL_L!— V o B1 �. / w 1LL;L LL LL,LLLL l ` - t / LLLI�LLLLLL LLB LL,L s i x r GRAVEL 1 - \ / DkSILTIN ASSN 1 ` SILT FENCE SEE DETAIL THIS SHO COASTAL LAND SOLUTIONS, INC. L S 577 SECOND STREET ENCINITAS, CA 92024 i� PH (760) 230 -6025 Ls FAX (760) 230 -6026 CHANGE NO. I DESCRIPTION APPROVED � t t SILT FENCE SEE tt x i DETAIL THIS SHEET i DATE BENCHMARK CITY OF ENCINITAS BENCHMARK ENC -32 2" SD. CO. ENG. DEPT. BRASS DISC MARKED "HORIZ CTRL ENC TC 2." LOCATED IN TOP OF CURB EAST SIDE OF VU AVENUE, 200 FT. NORTH- OF E. STREET AND 2.5' NC OF THE DRIVEWAY INTO THE CITY OF ENCINITAS ADMINISTRATION OFFICES PER R.O.S. 18416. ELEVATION = 92.004' DATUM = NAVD88 4 / r p t GRAPHIC SCALE 1 " =10' 0 10 20 30 DESILTING BASIN NOTE: BIORETENTION'BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. AS —BUILT APPROVALS u =Q� p. o,. uroaaw T. t wl INT. DATE PLANS PR ARED UNDER THE SUPERVI PUBLIC WORKS PLANNING / DATE: STEVEN R. JONES DATE ! --.-- - R.C.E. NO. REVIEWER STEVEN JONES SENIOR ENGINEER DATE INSPECTOR �e &is SAND /GRAVEL BAGS (2 HIGH) SILT FENCE NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE - COARSE AGGREGATE FILTER FABRIC 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A I— A l a• A 44 O 3 4 e d a .° ° ° d L_u < ° a o °® A z °° ad s ` ° ° � ° a a° A 19' RADIUS `� - MIN. 25' CONSTRUCTION ENTRANCE NTS 000000=0 X x ORIGINAL GRADE MOTH AS REQUIRED TO ACCOMODATE ANTICIPATED TRAFFIC EROSION CONTROL 1, IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BARBIE LUSSIER -DAVIS AT 916- 337 -0683 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES 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 UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE U 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. ..', 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED 1�1� GRADING PLAN SHALL BE INCORPORATED HEREON. f-1 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY O 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 O PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. SHOULD GERMINATION OF �HYDROSEEDED SLOPES FAIL TO PROVIDE /1 EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR �1 TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH G PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. SION OF RECOMMENDED APPROVED EROSION CONTROL PLAN FOR: 6 -26 - - [. BARBIE LUSSIER -DAVIS 14264 -G 65124 ?, o wAK _l - ,MER– - - - -- 179 N. VULCAN AVE. O ENCINITAS, CA 92024 D „T ��___ , DATE PLANNING CASE NO: 17 -136 CDP A.P.N. #256- 400 -72 SHEET 3 OF 8 V r RETAINING j PLAN �iq� RgSNFTE.N \8j8s SF �85 Fo �X,B 86s 8 6 3 Sa PRIVATE DR. Two �9 5 .00 \8 >8S S`89 00 � o0 Trap @h, S� /0 �ro 0 s 96 S 00 Fp\ r8X20 ON -S E TRAILER CATION ( x x x x x x 4' PVT. DRAINAGE 8 x x x I ESMT. FOR BENEFIT 1 600 I / / ( x xT Sx x x OF PARCEL 3 PER CP / x x x x x x P.M. NO. 20150 — — — — — — — -- — — — — — — — - - - - -- - - - - - -- TO AC,OO�e /F 86 I g FS\ O 0 TbY\ �862> i x Y-0 8900 �5�89 /I BgSp 0 x I / / X39 cgRgG 00 / Tc 862 I FO 4 / O Try 30 x Tw 0 V't /p0 eGy 588 x TH'W-858 /0 \8900 FS�B 1 Fq E�FTF \8� 3Q0 I 588 / _ 900 II S •8 j S3 TjO� / i.- - - � • >S SF eqS/ I - - - - f�- H T X8S / �/ /F\�� 6FUpST AR / ryT 0 ew8 880 ` /RqO T O'�I Rg 000 O F 892S,S I I I Jyr,\8 I 6ry 9 SO - I I 88 Sp 88 SO I IQ z C4 41 I I m ( I 1 4' PVT. DRAINAGE I F4 �8 ESMT. FOR BENEFIT I cp OF PARCEL 3 PER F----------------- — — — — — — — — — — — — — — — — — — — — — — — — -- � TTY e yY •9� So �Xo 8 .60 Paul Christenson San Diego Engineering Ph 760 207 1885 paul.pcsd @gmail.com SCALE: 1"=10' — —z / N62 °05'36 "E 90.00' / FS. 6w�I 9S 9 40 S 5\ 89 000 l GYq�F Sy R pp�y �iR qR SRS FT>giy /ti ey SFF0 R6Y p�q RFF SS F 00 6S I I CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVALS DESIGNED BY: DRAWN BY: + + + W W1 FILTER FABRIC (MIRAF11 + + ++ + + 14oN OR EQ.) MIN. 2 GU. + + F FT. / Fr. GRAVEL CITY OF ENG. DEPT.CBRASS DISC MARKEDENHORIZ CTRLOENC TC 2." LOCATED IN TOP OF CURB EAST SIDE OF VULCAN AVENUE, FT. NORTH OF E. STREET AND 2.5' NORTH OF THE DRIVEWAY INTO THE CITY OF ENCINITAS ADMINISTRATION OFFICES PER R.O.S. 18416. ELEVATION = 92.004' DATUM = NAVD88 PAUL S CHRISTENSON DATE CITY ENGINEER DATE + + + ++ 4 INT. DATE PLANS PREPARED UNDER THE ,/ !�1L•" R #4 @ III" W/ #4 @ 16" CON T". PUBLIC WORKS PLANNING - REVIEWER PAUL S CHRIST NSON INSPECTOR I i F S�89 60 co/t AgTRoT� El F S\ so ew 99. �s`899. 00 "So i 1 N62 °05'43 "E 96.50' p O T / N 6� 9 c / S 9I,> 60 / J /S 9 "SO / i ( N r\ v TyI dY /� \ 88gz D I T I I i 60 / 9, e ` 980 3 p 0 I I, N1 v w 6 2/ . 0/ 5/ '1 4 1 "E 6.50' /0 n 89 0 0 p m s 2 / / II � I � r S 6R O I RFTq /�y /,y0� o/T cN I z I X444 (S I I A ( 2 FE oFT I - 7 I I & 2� ll I I Tjy �S\ / �S tR °89 S 2, O Ty, k\70% S 99 >S 'SO S" CMU BLK _ SOLID CRIOur BAR "B" IV, CMU BLK SO-11? OROF GAR "A" VERT #4 @ 24" HOF I FIN / -�j EMBED FOOTING A MIN. GRADE F • • • W INTO COMPETENT SOIL PER SOILS REPr. BAR "G" W/ ALL 17- BARS TO WE #4 @ I!' GONT. BAR 'k" 6" I #4 @ 24" o.c. UND. PROVIDE A MIN. OF 40 d i a LAP AT ALL LAPPED RJ5AR W/ 12= ALL NEW FILL SOIL TO BE COMPACTED PER SOIL ENE-4P. a 6PEGIFIGATIONS. H W K T A B BAR A BAR B BAR G D BAR K L IZ" NA 4' -6t' #4 @ 24 #4 @ 24" #4 @ 24" 3" #4 @ 2A" V -4' 5 V--Y' {4" 12" NA 5-d' #4 @ Ib" #4 @ W #4 @ W S" #4 @ Ib" V -7' b' 3' -8" 14" 12" NA b' d' #4 @ S" #4 @ 5" #4 @ 8" T #4 @ 16" 2' -6' #b @ 10' #4 @ Ib" #5 @ Ib" W, #5 @ w, 3' -3' V -k" 0' -8" #b @ S" #5 @ 8" #5 @ 81 �„ #5 @ W 4' -9' RETAINING WALL DETAIL 1 S" GMU BLK 1 6011P GRXT #5@S„ ° VERT 12" cMu BLK N SOLID 6ROUr� #b 8" VERT. O #4 @ IV' HORI< s I2„ �. I WN_!_ S" VERT #4 @ 12" HORIZ. FIN. 6RADE #b @ 6' W/i #4 @ W' CONT. 12" 2A' WATER - PROOFING CCW MI RADRAI 860 & CCW MI RADRAIN • + + + + BACICFILL W/ 3/4" VEL + + + W/ FILTER FABRIC (MFAFI ' + ++ + 14ON OR EQ) MIN. 2 CU. ++ + ++ Fr. / FT. GRAVEL + + + ++ 4" d !a. PEKE. PIPE + + + SLOPE TO DRAIN. 0 @IV' W/ • #4 @ Ib" GONT. �JI N EMBED FOOTING A MIN- W' INTO GONPETENT SOIL PER SOILS REFT N1 HORIZ. BARS TO BE #4 @ 2-4 o.c. U.N.O. PROVIDE A MIN. GF 40 d !a LAP AT ALL LAPPED REBAR ALL NEW FILL SOIL TO BE COMPACTED PER SOIL ENGR SPECIFICATIONS. R E T A I N I N G W A L L DETAIL 1 2 1 �— NOTES PRIOR TO TI-E CONTRACTOR RFL;LESTING A BUILDING DEPARTMENT faMATIGN IN--PEGTION, THE 508_5 ENGINEER 6HALL APVI6F THE BULDIN(v OFFICIAL IN WRITING THAT: A) THE BUILPINE+ PAD WA6 PREPARED IN AGGORDANGE WITH THE 5011-5 REPORT. B) THE UriLiTY TRENCHES HAVE BEEN PROPERLY 15AC.KFILLEP ACID COMPACTED, G) TFE FOt NPATION EXCAVATIONS, THE 6011-5 EXPANSIVE GHARACTERI6TI66, AID BE.ARIWD CAPACITY CONFORM TO 111E SOILS REPORT. SPECIAL INSPECTION MA60NRY 60N5TRUGTION - SPECIAL INSPECTION SHALL BE PROVIPM FOZ ALL MA,3 RY 6ON6 P,UGTIGN IN ACCORDANCE W" 6E6ITION 1705A STRUCTURAL WALL DESIGN REVIEWED AND APROVED BY C No. C057182 a ESGIL CORP. EXP. 12 -3116 PC #19 -840 �c CIVIL �T9TFOF CAUF��\P CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT DEPARTMENT DRAWING NO. SCE ;UPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: DATE: ;'tore SaE nik 1-9—i —A, L� ASSEMBLE DESIGN RESIDENCE N0. 57182 V VAK ED WA D MER 179 N. VULCAN AVE. RW -1 ai v- _i ENCINITAS, CA 92024 EXP. 12/31/19 D TE DA E PLANNING CASE NO: 17 -136 CDP A.P.N. #256- 400 -72 SHEET 4 OF 8 a PAP 1• z Q Q F-- Q GGW W 1/ I W M 3' + + + + + BACKFILL W/ 314" 6RAVEL + + + W W1 FILTER FABRIC (MIRAF11 + + ++ + + 14oN OR EQ.) MIN. 2 GU. + + F FT. / Fr. GRAVEL + + + ++ 4 4" d i a. PERF. PIPE + + + e el-OPE TO DRAIN. #4 @ III" W/ #4 @ 16" CON T". FIN / -�j EMBED FOOTING A MIN. GRADE F • • • W INTO COMPETENT SOIL PER SOILS REPr. BAR "G" W/ ALL 17- BARS TO WE #4 @ I!' GONT. BAR 'k" 6" I #4 @ 24" o.c. UND. PROVIDE A MIN. OF 40 d i a LAP AT ALL LAPPED RJ5AR W/ 12= ALL NEW FILL SOIL TO BE COMPACTED PER SOIL ENE-4P. a 6PEGIFIGATIONS. H W K T A B BAR A BAR B BAR G D BAR K L IZ" NA 4' -6t' #4 @ 24 #4 @ 24" #4 @ 24" 3" #4 @ 2A" V -4' 5 V--Y' {4" 12" NA 5-d' #4 @ Ib" #4 @ W #4 @ W S" #4 @ Ib" V -7' b' 3' -8" 14" 12" NA b' d' #4 @ S" #4 @ 5" #4 @ 8" T #4 @ 16" 2' -6' #b @ 10' #4 @ Ib" #5 @ Ib" W, #5 @ w, 3' -3' V -k" 0' -8" #b @ S" #5 @ 8" #5 @ 81 �„ #5 @ W 4' -9' RETAINING WALL DETAIL 1 S" GMU BLK 1 6011P GRXT #5@S„ ° VERT 12" cMu BLK N SOLID 6ROUr� #b 8" VERT. O #4 @ IV' HORI< s I2„ �. I WN_!_ S" VERT #4 @ 12" HORIZ. FIN. 6RADE #b @ 6' W/i #4 @ W' CONT. 12" 2A' WATER - PROOFING CCW MI RADRAI 860 & CCW MI RADRAIN • + + + + BACICFILL W/ 3/4" VEL + + + W/ FILTER FABRIC (MFAFI ' + ++ + 14ON OR EQ) MIN. 2 CU. ++ + ++ Fr. / FT. GRAVEL + + + ++ 4" d !a. PEKE. PIPE + + + SLOPE TO DRAIN. 0 @IV' W/ • #4 @ Ib" GONT. �JI N EMBED FOOTING A MIN- W' INTO GONPETENT SOIL PER SOILS REFT N1 HORIZ. BARS TO BE #4 @ 2-4 o.c. U.N.O. PROVIDE A MIN. GF 40 d !a LAP AT ALL LAPPED REBAR ALL NEW FILL SOIL TO BE COMPACTED PER SOIL ENGR SPECIFICATIONS. R E T A I N I N G W A L L DETAIL 1 2 1 �— NOTES PRIOR TO TI-E CONTRACTOR RFL;LESTING A BUILDING DEPARTMENT faMATIGN IN--PEGTION, THE 508_5 ENGINEER 6HALL APVI6F THE BULDIN(v OFFICIAL IN WRITING THAT: A) THE BUILPINE+ PAD WA6 PREPARED IN AGGORDANGE WITH THE 5011-5 REPORT. B) THE UriLiTY TRENCHES HAVE BEEN PROPERLY 15AC.KFILLEP ACID COMPACTED, G) TFE FOt NPATION EXCAVATIONS, THE 6011-5 EXPANSIVE GHARACTERI6TI66, AID BE.ARIWD CAPACITY CONFORM TO 111E SOILS REPORT. SPECIAL INSPECTION MA60NRY 60N5TRUGTION - SPECIAL INSPECTION SHALL BE PROVIPM FOZ ALL MA,3 RY 6ON6 P,UGTIGN IN ACCORDANCE W" 6E6ITION 1705A STRUCTURAL WALL DESIGN REVIEWED AND APROVED BY C No. C057182 a ESGIL CORP. EXP. 12 -3116 PC #19 -840 �c CIVIL �T9TFOF CAUF��\P CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT DEPARTMENT DRAWING NO. SCE ;UPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: DATE: ;'tore SaE nik 1-9—i —A, L� ASSEMBLE DESIGN RESIDENCE N0. 57182 V VAK ED WA D MER 179 N. VULCAN AVE. RW -1 ai v- _i ENCINITAS, CA 92024 EXP. 12/31/19 D TE DA E PLANNING CASE NO: 17 -136 CDP A.P.N. #256- 400 -72 SHEET 4 OF 8 a PAP 1• z Q Q F-- Q RETAINING WALL DETAIL 1 S" GMU BLK 1 6011P GRXT #5@S„ ° VERT 12" cMu BLK N SOLID 6ROUr� #b 8" VERT. O #4 @ IV' HORI< s I2„ �. I WN_!_ S" VERT #4 @ 12" HORIZ. FIN. 6RADE #b @ 6' W/i #4 @ W' CONT. 12" 2A' WATER - PROOFING CCW MI RADRAI 860 & CCW MI RADRAIN • + + + + BACICFILL W/ 3/4" VEL + + + W/ FILTER FABRIC (MFAFI ' + ++ + 14ON OR EQ) MIN. 2 CU. ++ + ++ Fr. / FT. GRAVEL + + + ++ 4" d !a. PEKE. PIPE + + + SLOPE TO DRAIN. 0 @IV' W/ • #4 @ Ib" GONT. �JI N EMBED FOOTING A MIN- W' INTO GONPETENT SOIL PER SOILS REFT N1 HORIZ. BARS TO BE #4 @ 2-4 o.c. U.N.O. PROVIDE A MIN. GF 40 d !a LAP AT ALL LAPPED REBAR ALL NEW FILL SOIL TO BE COMPACTED PER SOIL ENGR SPECIFICATIONS. R E T A I N I N G W A L L DETAIL 1 2 1 �— NOTES PRIOR TO TI-E CONTRACTOR RFL;LESTING A BUILDING DEPARTMENT faMATIGN IN--PEGTION, THE 508_5 ENGINEER 6HALL APVI6F THE BULDIN(v OFFICIAL IN WRITING THAT: A) THE BUILPINE+ PAD WA6 PREPARED IN AGGORDANGE WITH THE 5011-5 REPORT. B) THE UriLiTY TRENCHES HAVE BEEN PROPERLY 15AC.KFILLEP ACID COMPACTED, G) TFE FOt NPATION EXCAVATIONS, THE 6011-5 EXPANSIVE GHARACTERI6TI66, AID BE.ARIWD CAPACITY CONFORM TO 111E SOILS REPORT. SPECIAL INSPECTION MA60NRY 60N5TRUGTION - SPECIAL INSPECTION SHALL BE PROVIPM FOZ ALL MA,3 RY 6ON6 P,UGTIGN IN ACCORDANCE W" 6E6ITION 1705A STRUCTURAL WALL DESIGN REVIEWED AND APROVED BY C No. C057182 a ESGIL CORP. EXP. 12 -3116 PC #19 -840 �c CIVIL �T9TFOF CAUF��\P CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT DEPARTMENT DRAWING NO. SCE ;UPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: DATE: ;'tore SaE nik 1-9—i —A, L� ASSEMBLE DESIGN RESIDENCE N0. 57182 V VAK ED WA D MER 179 N. VULCAN AVE. RW -1 ai v- _i ENCINITAS, CA 92024 EXP. 12/31/19 D TE DA E PLANNING CASE NO: 17 -136 CDP A.P.N. #256- 400 -72 SHEET 4 OF 8 a PAP 1• z Q Q F-- Q FIN. 6RADE #b @ 6' W/i #4 @ W' CONT. 12" 2A' WATER - PROOFING CCW MI RADRAI 860 & CCW MI RADRAIN • + + + + BACICFILL W/ 3/4" VEL + + + W/ FILTER FABRIC (MFAFI ' + ++ + 14ON OR EQ) MIN. 2 CU. ++ + ++ Fr. / FT. GRAVEL + + + ++ 4" d !a. PEKE. PIPE + + + SLOPE TO DRAIN. 0 @IV' W/ • #4 @ Ib" GONT. �JI N EMBED FOOTING A MIN- W' INTO GONPETENT SOIL PER SOILS REFT N1 HORIZ. BARS TO BE #4 @ 2-4 o.c. U.N.O. PROVIDE A MIN. GF 40 d !a LAP AT ALL LAPPED REBAR ALL NEW FILL SOIL TO BE COMPACTED PER SOIL ENGR SPECIFICATIONS. R E T A I N I N G W A L L DETAIL 1 2 1 �— NOTES PRIOR TO TI-E CONTRACTOR RFL;LESTING A BUILDING DEPARTMENT faMATIGN IN--PEGTION, THE 508_5 ENGINEER 6HALL APVI6F THE BULDIN(v OFFICIAL IN WRITING THAT: A) THE BUILPINE+ PAD WA6 PREPARED IN AGGORDANGE WITH THE 5011-5 REPORT. B) THE UriLiTY TRENCHES HAVE BEEN PROPERLY 15AC.KFILLEP ACID COMPACTED, G) TFE FOt NPATION EXCAVATIONS, THE 6011-5 EXPANSIVE GHARACTERI6TI66, AID BE.ARIWD CAPACITY CONFORM TO 111E SOILS REPORT. SPECIAL INSPECTION MA60NRY 60N5TRUGTION - SPECIAL INSPECTION SHALL BE PROVIPM FOZ ALL MA,3 RY 6ON6 P,UGTIGN IN ACCORDANCE W" 6E6ITION 1705A STRUCTURAL WALL DESIGN REVIEWED AND APROVED BY C No. C057182 a ESGIL CORP. EXP. 12 -3116 PC #19 -840 �c CIVIL �T9TFOF CAUF��\P CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT DEPARTMENT DRAWING NO. SCE ;UPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: DATE: ;'tore SaE nik 1-9—i —A, L� ASSEMBLE DESIGN RESIDENCE N0. 57182 V VAK ED WA D MER 179 N. VULCAN AVE. RW -1 ai v- _i ENCINITAS, CA 92024 EXP. 12/31/19 D TE DA E PLANNING CASE NO: 17 -136 CDP A.P.N. #256- 400 -72 SHEET 4 OF 8 a PAP 1• z Q Q F-- Q ________________ _ ?� Lb-111V- of AERMIsnom Foi - oFF -Jme a n J J J 1 /7/iolo v R46 wtTrl 6LOV•uE MAID D►V. DESIGN CRITERIA 1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE FOLLOWING GEOTECHNICAL REPORT(S): A. PRELIMINARY GEOTECHNICAL INVESTIGAION PROPOSED SINGLE FAMILY RESIDENCE 179 NORTH VULCAN AVENUE, PARCEL C ENCINITAS, CALIFORNIA PREPARED BY: COAST GEOTECHNICAL DATED: FEBRUARY 19, 2019 2. SOIL DESIGN PRESSURES A. ALLOWABLE PASSIVE EARTH PRESSURE = 30OPSF /Fi (2,50OPSF MAX.) B. LATERAL EARTH PRESSURE = 37PSF /FT C. MINIMUM LIVE LOAD SURCHARGE = 72PSF D. SEISMIC SURCHARGE LOAD = 7.7PCF (INVERTED TRIANGLE) PLOT DAZE.• a a ` CHANGE N0. DESCRIPTION APPROVED DA 1E BENCHMARK CITY OF ENCINITAS BENCHMARK OVC -32 2' SD. CO. EN& DEPT. BRASS DISC MARKED HORIZ' CTRL ENC TC 2' LOCATED /N TOP OF CURB EAST SIDE OF KILCAN AVENUE, 200 FT. NORTH OR E STREET AND 2.5' NORTH OF THE DRIVEWAY INTO 1HE CITY OF ENCINITAS ADMINISTRAAVE OF ICES PEA R.O.S 18416. ELEVATION: 92004' DATUM: NAM AS- BUILTAPPROVALS PUBLIC NORKS PLANNING REVIEWER SCALE: 1" = 8' INT. I DATE I PLANS PREPARED UNDER SUPERVISION LA T DATE : I -W - TO&O R.C.E. NO.: 80503 EXP. 3131121 ENGINEERING DIVISIONAPPROVALS RECO MENDED: ASS �—t� NOWAK EDWARD J. W1Mi /A I Zo 1 Sl DATE' DA Know what's below. Call before you dig. DIG ALERTH TWO WORKING DAYS BEFORE DIG ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS DIG ALERT & GENERAL CONTRACTOR SHALL LOCATE It POTHOLE (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 NO -- _ _ _ _ _ _ _ _ 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 TEMPORARY /PERMANENT SOLDIER BEAM (AS NOTED) TEMPORARY /PERMANENT TIMBER LAGGING (AS NOTED) SOLDIER BEAM COUNT DETAIL /SECTION CALLOUTS 6x12 DF #2 TIMBER LAGGING 3x12 DF #2 TIMBER LAGGING SYMBOL I XX X SHX �J C 80503 DRAWING N0, 14264 -G REMOVE THE UPPER 5' -0" T -0" -- T -0" 11K - - 7 SPACES @ 8' -0" O.C. = 56-0" -------- -- -� OF TEMPORARY SHORING UPON COMPLETION OF - PROPOSED CMU WALL (SEE RETAINING FINISH GRADING WALL PLAN - BY OTHERS, TYPICAL) j i T.O.W. = 102.00' T.O.W. = 102.00' T.O.W. 101.00' EXISTING GRADE (TYPICAL) = 100.00' ` T.O.W. = 100.00' 100.0 I i T.O.W. = 99.00' - T.O.W. = 98.00' 1 B.O.W. = 97.00' T.O.W. = 97.00' - PROPOSED CMU WALL (SEE RETAINING - x T� O W' = 96.00' WALL PLAN - BY OTHERS, TYPICAL) T.O.W. = 95.00' AW 4 90.00 - - -- - - - -- _ _ SH7' -- ------ - - - - -- -- _ 90.00' TEMPORARY SOLDIER BEAM (SB #1 -2 ONLY) _— - - B.O.W.= B.O.W _ B.0.W - -- - -- 88.00' 88.00' 12 +_ 88.00 a SB #1 - FINISH GRADE I I I I I I I I I I ( I I I (SEE CIVIL) I I 4 „D,� I _ I 1 I ( LEGEND: ....__ m.. ............. - . ...... -.. — — - -- — __ -_ ----- _ — — _ 80 0 I ( ( ( ) (. -- I I ( I I _ T.O.W. = TOP OF WALL - -- - - - - -- _0 vy PERMANENT SOLDIER B.O.W. = BOTTOM OF WALL fI 3'; BEAM (TYP., U.N.O.) L "`J TREATED TTIMBER LAGGING PRESSURE L 1 L J L� -- J L J SB #8 SB #10 - -- SB #7 NOTES: SB #2 SB #3 SB #4 SB #5 SB #6 DESIGNATES 3x12 DF #2 PRESSURE 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR SHORING ATTRIBUTES. 1L� TREATED TIMBER LAGGING 2. POTHOLE /FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. PROFILE - LOOKING SOUTH 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL ENCROACHMENT AGREEMENTS. SCALE: 1" = 16/3' EXISTING RESIDENCE �,� �. (E) STORAGE SHED_ r: i 10' -10 "± ff PROPERTY LINE PROPOSED CMU WALL ti LAN BY OTHERS) (SEE RETAINING WALL SH7 SH7 / PLANS ERs) o o �� r� _ � o o 0 - - _ -.� >> - f f No -- �V TEMPORARY SOLDIER 11 =10 ", TYP. - - - 1- '__1.0', TYP._ BEAMS #1 -2 _ r ; PROPOSED PERMANENT (SOLDIER BEAMS #3 -10) y SH7 I PROPOSED DRAINAGE (SEE CIVIL DWG.) f rT• �� PROPERTY LINE EXISTING RESIDENCE PROPOSED RESIDENCE s V PROPOSED CMU WALL (SEE RETAINING WALL ,`'�/� PLANS BY OTHERS} DESIGN BUILD PLANS: Q N SHORING DESIGN GROUP TEMPORARY 1 1 SLOPE- (BY (BY OTHERS, TYPICAL) Q�FESSI 0 4 8 16 ( =' z � C 80503 -I 3/31/21 ee SCALE: 1" =16/3' 7727 CAMINITO LILIANA SAN DIEGO, CA 92129, (760)586 -8121 CA1� DESIGNED BY: DRAWN BY CHECK BY. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS BU /LTAPPROVALS RR EN6/NEER/NGDIVIS/DNAPPROVALS C/TYOFENC/NITAS DEVELOPMENT SERVICES DEPARTMENT DRAWINGNO. CITY OF ENCINITAS BENCHMARK ENC —J2 2' SD. CO. LNG DEPT. INT. DAIE PLANS PREPARED UNDER SUPERVISION OF RECODUENDED: AP D: GRADING PLAN FOR: BA RBIE L USSIER-DA VIS BRASS DISC MARKED NORIZ' CTRL. ENC TC 2'. LOCATED IN TOP OF PUBLIC KVKS — _ DAIS . �j� I7✓ N VULCrANAVENUE 14264'V CURB EAST SIDE OF WAN AIfNUE• 200 FT. NORTH OR E. SIREET 1— $ ' L✓(p !� mor AND 25' NORTH OF THE DRIVEWAY INTO THE CITY OF 04NI MS. PLANNING SIE NOWAK EDWARD J. YAMMER ADMINISTRABYf OFXES PER R,O.S 18416. e R.C.E. NO.: 80503 / I ENCINIT4$ CA 92024 REVIEWER R P. REED A I AD I/3, APA! 256-400-72 ELEVARON 92004' DATUM.• NAW88 SEA(OENGINEER— INSPECTOR ENGINEER OF WORK EXP. 3/31/21 DATE DA PLANNING CASE NO.: 17 -136 CDP SHEET 6 Of 8 PLOT DAID 121512019 R PROPERTY LINE PERMANENT GUARD RAIL (BY OTHERS) SEE ELEVATION FOR SPACING 1' -10" —DRILL SHAFT (SEE BEAM EPDXY COATED — FILL VOIDS BEHIND LAGGING WITH SECTIONS FOR BACKFILL TOP OF WALL (T.O.W.) I EXISTING /TOP GRADE SOLDIER BEAM _ COMPACTED SOIL AS APPROVED BY __ MATERIAL) SEE PROFILE VIEW (SELF �V1L DRAWINGS) SEE 6 /SH7 FOR I �i THE GEOTECHNICAL ENGINEER _ E EXTENTS r 48 SEE ELEVATION FOR SPACING - -- PROPOSED BROW DITCH (SEE 5/SH71 BY OTHERS) �l , r' € ,mmx ' E. - - =_ ! ` - _ _ ` ; I �, DRILL SHAFT SEE BEAM �-1 SOLDIER BEAM — SECTIONS FOR BACKFILL MATERIAL) FILL VOIDS BEHIND LAGGING WITH -� t � ._ COMPACTED SOIL OR LEAN CONCRETE TIMBER LAGGING ji (SEE ELEVATIONS) 2" (MIN.) L.r 20d COMMON GALVANIZED NAILS E s H.. 1.5 SACK SLURRY SHAFT BEARING FOR LAGGING INSTALLATION (TYP.) (.� BACKFILL (T.O.W. TO B.O.W.) �_ i . � — —� - .� is , DRAIN GRATE Et WEEP 48" WIDE, MIRADRAIN 6000 DRAINAGE (BY OTHERS, TYP.) BOARD STRIPS, CENTERED BETWEEN TIMBER LAGGING SOLDIER BEAMS VERTICALLY. `TIMBER LAGGING (SEE ELEVATION) 1.5" (MIN.) 20d COMMON NAIL FOR LAGGING �-� (� -- (SEE ELEVATIONS) BEARING INSTALLATION (TYP., AS READ) NOTES: 1. OFFSET 30" DRILL SHAFTS ALONG PL Et RECESS SOLDIER BEAMS TO OBTAIN j NO LESS THAN 3" CONCRETE COVER AROUND BEAM. FINISH GRADE (SEE CIVIL) 2 PERMANENT SOLDIER BEAM PLAN DETAIL (SB #3 -10) 3 TEMPORARY SOLDIER BEAM PLAN DETAIL (SB #1 -2) (B.O.W., SEE ELEVATION) j y SH7 N.T.S. SH7 N.T.S. SH7 12 "± SEE J 3,500 PSI CONCRETE SHAFT PROFILE BACKFILL (BALANCE OF SHAFT) D EPDXY COATED SOLDIER BEAM SEE DETAIL 6 /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. EPDXY PAINT Et DRAINAGE BOARD NOT REQUIRED FOR SOLDIER BEAMS #1 -2. 4.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FALL PROTECTION IN ACCORDANCE WITH CAL OSHA REGULATIONS. PERMANENT CANTILEVERED SOLDIER BEAM (TYP.) TIMBER LAGGING (SEE ELEVATION) PLOT DATE.• 121512019 4 H7 N.T.S. TIMBER LAGGING (SEE ELEVATION) f .= SOLDIER BEAM TIMBER LAGGING (SEE ELEVATION) 20d COMMON NAIL FOR LAGGING INSTALLATION (4 PER BOARD) TIMBER LAGGING DIAGONAL SUPPORT DETAIL N.T.S. PERMANENT GUARD RAIL (BY OTHERS) PRESSURE TREATED TIMBER LAGGING (SEE PROFILE VIEW FOR SIZE) DRAINAGE BOARD Et WATER — PROOFING (SEE DETAIL 2 /SH7) R PROPERTY LINE I �— COPE SOLDIER BEAM TOP (BY OTHERS), TO FACILITATE BROW DITCH INSTALLATION I EXISTING /TOP GRADE \ I (SEE CIVIL DRAWINGS BROW DITCH 3 (SEE CIVIL) EPDXY COATED SOLDIER BEAM (SEE DETAIL 6/SH7 FOR EXTENTS) NOTES: 1. FIELD TOUCH ALL EPDXY PAINT UPON COMPLETION. 2. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR BEAM ATTRIBUTES. 3. SEE CIVIL DRAWINGS FOR ALL FLOW LINES Et FINISH GRADES. TOP OF WALL BROW DITCH DETAIL N.T.S. . - - - -- 48" WIDE, MIRADRAIN 6000 DRAINAGE BOARD STRIPS, CENTERED BETWEEN SOLDIER BEAMS VERTICALLY WITH 48" WIDE CONTINUOUS STRIPS CENTERED ABOUT WEEP HOLES. 6x12 DF #1 PRESSURE j (PLACE GEOFABRIC SIDE AGAINST SOIL BACKFILL) TREATED LAGGING 3 "0 PVC WEEP HOLE WITH DRAIN 1.5 SACK SLURRY GRATE MID BAY BETWEEN SOLDIER SHAFT BACKFILL BEAMS. ALTERNATIVELY, DISCHARGE f MAY BE LOCATED 6 "± BELOW FINISHED GRADE (TO SUBDRAIN) AS REQUIRED BY THE CIVIL ENGINEER — EPDXY PAINT FULL SECTION 12" _ EXTENDING FROM TOP OF PILE TO FINISH GRADE - -------------- TYP. 24" BELOW TOP OF CONCRETE TOE _-- (PER CIVIL DWG.) I GEOTEXTILE I P III u Q 24" (MIN) 3,500 PSI CONCRETE TOE (TYP II /V, W/C -- 0.50) ! I I NOTE: CONTRACTOR SHALL SEAL CUT {N JOINT GEOCOMPOSITE DRAIN STRIP COORDINATE SUBDRAIN WITH DUCT TAPE \ 'PVC CONNECTOR PIPE DISCHARGE WITH CIVIL ENGINEER OF RECORD 3" CLR rrcr= r/ADrcrt.ATED DRAIN GRATE DRAIN GRATE ISOMETRIC VIEW Mal DESIGN BUILD PLANS: 7727 CAMINITO LILIANA v SAN DIEGO, CA 92129, (760)586 -8121 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS- BUILTAPPROVALS DESIGNED BY DRAWN BY cHEGRERDBr ENGINEERINGDIVISIONAPPROVALS CITY OFENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO CITY CF ENCINITAS BENCHMARK ENC -312' SD. CO. ENG. DEPT TNT. DA 7E PLANS PREPARED UNDER SUPERWSION OF RECOMMENDED: D: GRADING PLAN FOR: BARBIE LUSS %ER °DAViS BRASS DISC MARKED HORIZ' CTRL ENC TC 2'. LOCATED IN TOP OF PUBLIC WORK5 _ �± REED DA TE CURB EAST SIDE OF WAN AWENUE, 200 FT. NORTH OR E. STREET DATE : t - 7 - 2a L" 179 N, VULCANAVENUE 14264'V AND 25' NORM OF THE DRIWEWAY INTO 7HE CITY O< ENCINIMS Ry ' PLANNING STE NO AK DWARD J. WINNER ADMINISTRATIWE OTTICES PER RO.S 18416. R.C.E. NO.: 80503 / ENCINITAS, CA 92024 REKEWER P. REED I A 1 $o y ?A APiJ' 296400-72 mur r Fua naN 92.004' �a n „M NA M88 3EfllDl7 FRG7PEER— TNWr. TOR ENGINEER OF WYIRK EXP. 3131121 DA LE DA, 7E PLANNING CASE NO,: 17 -136 GDP SHEET 7 OF B GENERAL NOTES 1. CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2016 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 Et 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. MATERIAL SPECIFICATIONS STATEMENT OF SPECIAL INSPECTIONS STRUCTURALSTEEL 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. TEMPORARY SOLDIER BEAMS (SB #1 -2) MAY BE BACKFILLED WITH 2,50OPS1 CONCRETE. 2. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2O16CBC Et ACI 318 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. 6x12 TIMBER LAGGING SHALL BE SAWN DOUGLAS FIR LARCH NO. 1 OR BETTER. 2. 3x12 TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 2 OR BETTER. 3. TIMBER LAGGING SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 USE CATEGORY 4A. TREAT CUT ENDS OF 6x12 LAGGING 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 Maximum Toe Total i Toe From ! To Beam Beam Shored Depth . Drill Diameter Beam Beam Qty Section i Height ; _. _. Depth 2 H D H +D Dshaft ft ft ft in _ 1 _... 1 .. E ,.._._ 1 ..... ......... W ..:....._ 14 x 30 .._........ ... 5.0 ,.,.. 10.0 15`t7 _. _. _ 2 2 o. .. 1 W 18 x 71 14.0 16.0 . ....... ,...... - 30.0 .... _...... 24 markings to conform to AISC 360. INT b. Manufacturer's report PLANS PREPARED UNDER SUPERVISION OF DATE : � r � , Z,, L'� R.C.E. N0.: 80503 R REED ENGINEER OF WORK EXP. 3131121 X GRADING PLAN FGR BA 979 N. VULCANAVENUE ENCIN.ITAS, CA 92014 PLANNING CASE NO.: 17 -138 CDP APN: 256.400 -72 4. Inspection of welding 3 3 a. Multipass fillet welds 1 W 16 x 77 14.0 16.0 30.0 30 4 4 1 1 W 16 x 77 13.0 17.0 30.0 30 maintain complete and accurate X - -- -- - - - - -- 7. Verify placement locations and INSPECTOR piumbness, confirm element diameters, lengths, embedment into X 5 5 bedrock (if applicable). Record concrete 1 W 16 x 57: 12.0 16.0 28.0 30 6 6 a 1 W16x50 11.0 16.0 27.0 _. 24 7 ....:...... `; 7 epoxy paint. ....... 1 W 16x40'; _. 10.0 _. 15.0 25.0 24 8 8 1 W 16x 36: 9.0 14.0 23.0 24 9 9 1__ W 14 x 30 8.0 12.0 20.0 24 _. _....1...._.,....... _ ..... . . :...... ....... ........... . ... .. 10 10 1 1 W 14 x 30 7.0 13.© 20.0 24 VERIFICATION AND INSPECTION CONTINOUS PERIODIC CBC REFERENCE 1. Verify use of required design mix DESCRIP77ON X 1904.2.2, 1903.1 2. inspection of concrete placement for X UtS1GNtUBY.' UNAIR proper application techniques. ENGINEERING DIVISION A PPRO VA L S CITY OFENCI NI TAS- DEVELOPMENT SERVICES DEPARTMENT DRAWING NO 3. Material verification of structural steel RR a. For structural steel, identification X markings to conform to AISC 360. INT b. Manufacturer's report PLANS PREPARED UNDER SUPERVISION OF DATE : � r � , Z,, L'� R.C.E. N0.: 80503 R REED ENGINEER OF WORK EXP. 3131121 X GRADING PLAN FGR BA 979 N. VULCANAVENUE ENCIN.ITAS, CA 92014 PLANNING CASE NO.: 17 -138 CDP APN: 256.400 -72 4. Inspection of welding a. Multipass fillet welds X PUBLIC WORKS 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 REVIEWER maintain complete and accurate X records for each element. 7. Verify placement locations and INSPECTOR piumbness, 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 111011(1r01:7P►C!l 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 Et 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 7727 CAMINITO LILIANA SAN DIEGO, CA 92129, (760)586 -8121 DESIGN BUILD PLANS: CHANGE NO. DESCRIP77ON APPROVED DATE BENCHMARK A S-BUX TA PPRO VA L S UtS1GNtUBY.' UNAIR C11t Br. ENGINEERING DIVISION A PPRO VA L S CITY OFENCI NI TAS- DEVELOPMENT SERVICES DEPARTMENT DRAWING NO RR CITY OF ENCINITAS BENCHMARK EVC -J2 2' SD. CO. EN& DEPT. BRASS DISC MARKED I[CAN' CTRL. ENC TC T LOCATED IN TOP OF gIRB EAST STDE OF NILCAN A4fNUf, 200 FT. OR E. STREET AND 2.5' NORTH OF THE DRI"AY INTO THE CITY OF ENCINITAS ADMINIS]RAVW OFRCES PER R.O.S 18418• ELEVA77ON: 92.004' DATUM. NAW88 INT DATE PLANS PREPARED UNDER SUPERVISION OF DATE : � r � , Z,, L'� R.C.E. N0.: 80503 R REED ENGINEER OF WORK EXP. 3131121 RECDM ENDED: A D: L -�' SIE NOWAK EDWARD J. WINNER 7/3 �/ &0 ?"V DA IV DA It I GRADING PLAN FGR BA 979 N. VULCANAVENUE ENCIN.ITAS, CA 92014 PLANNING CASE NO.: 17 -138 CDP APN: 256.400 -72 14264 -G PUBLIC WORKS PLANNING REVIEWER INSPECTOR SHEET 8 OF 8 PLOT DATE.•