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2016-12783-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. 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 "SOILS INSPECTION REPORT" PREPARED BY CHIN C. CHEN RPE DATED JULY 8, 2013, AND "UPDATE TO SITE INSPECTION - ," DATED 7/11/16; PROJECT #1147G7 -13 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 _ GED 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 N • 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. 12783-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 FILE IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE 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 1N 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. CHANGE NO EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KELLY CLOUD AT 585 564-9) 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER f TD 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. & IHE 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 B OF E IN PLACE AT THE END 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 BMPIIMP 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 HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA - UNLESS T_HIl 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. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 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 Olt / 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 0LlVIENNAInI MONIC.IPAL WA"T'E(L :VisTRtcr MOTES: 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: C6NSTRUCTI6#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 -51TE. 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 WHFRF CONSTRUCTION N NnT IMMFnIATFIY PI ANK]fn FnR FPnclnM MtdTPn+ 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 AT ALL TIMES. TRAINING' CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY 0F, ENCINITAS ST6WWATER 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 RESfORSI 10T1ES: 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. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION- MATERIALS; INCLUDING- SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. 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 (7,60) 436- 4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE ABLE 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 - CSD - (760) - 633 -2770 B,. GAS &. ELECTRIC - SDGE - (760) - 438 -6200 C. WATER - OL YEWAIN_ NWlICIMt WATr_jZ__DIS�RI 1 (7r0 753-646(0 D. TELEPHONE - SBC 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: (7fi0) -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 DATA TOTAL DISTURBED AREA: 22,239 SF IMPERVIOUS AREA REPLACED WITH IMPERVIOUS:- 1.708 SF IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 16.873 SF IMPERVIOUS AREA REPLACED WITH PERMEABLE: 5.619 SF IMPERVIOUS AREA AFTER CONSTRUCTION: 12.878 SF LANDSCAPE AREA PRIOR TO CONSTRUCTION> 5266 SF LANDSCAPE AREA AFTER CONSTRUCTION: 3.326 SF PERMEABLE PAVERS AFTER CONSTRUCTION: 6.035 SF INCREASE IN IMPERVIOUS AREA: - 3.995- SF PUBLIC WORKS PLANNING AND BUILDING OWNER s' NORTH EL CAMINO REAL LLC. KELLY RALSTON (858) 564 -9678 10620 TREENA STREET STE 100 SAN DIEGO, CA 92131 SITEADDRESS 285 N. EL- CAMINO REAL ENCINITAS, CA 9207 APN 260 - 062 -26 & 29 LEGAL DESCRIPTION LOT 1 OF COUNTY Of SAN DIEGO TRACT 4298, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING WITH MAP THEREOF No. 11043, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 20, 1984, AND A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF S€CT10N 11, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, CITY OF ENCINITAS. OWNERS 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 PROPERTY OR PUBLIC EASEMENTS. SIGNATURE � DATE_ � _ r KELLY RALSTON NORTH EL CAMINO REAL LLC SOILS ENGINEERS CERTIFICATE 1, CHIN C. CHEN 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 JULY 8. 2013. 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: clf4t., e e RCE NO.: 34442 "OFESSIp,y EXP. DATE: 1 3 0-/ 9 �QP GNIN G 2 ti JOB #: 1147G7 -13 m � No. C 034442 � SOIL TESTERS d Exp P.O. BOX 1195, LAKESIDE, CA 92040 * 61 9 -443 -0060 sTgrF FI C STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER EES THAT THE WORK AGR 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 OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. s / SIGNATURE: DATE._____ 27 � / 7 VICTOR R DRIGUEZ- FERNANDEZ RPE �OFESSIp� 1283 E MAIN STREET, SUITE 109 EL CAJON, CA 92021 PHONE: 760 357 -2434 F AX (7 60) 660-4848 ,rqr CWIL OF CAAM EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE - 2 H. 1 V MAXIMUM VERTICAL DEPTH OF CUT = 12 MAXIMUM VERTICAL DEPTH OF FILL = 0.0 CUT = 750 C.Y. FILL = 0 C.Y. EXPORT = 750 C.Y. REMEDIAL _ 0 C.Y. ( 0 REMOVAL AND RECOMPACTION UNDER AND D ' °'OUTSIDE OF BUILDING AREAS) PARKS AND RECREATION �` -Y GN / ` � A S GN ' -'t DATE ENGINEERING D1W LON : APPROVALS CITY OF RECD APP OV R D' GRADING PLAN FOR: i STE, M NOWAK CARS 10%6005K, . /")�5- /8 / °29 -207& DATE DATE PIANNING CASE- NO- 11-1 BMP PROJECT STATUS STANDARD OLIVENHAIN MUNICIPAL WATER DISTRICT I ENCINITAS FIRE DEPARTMENT 6iw g. /. / �- SIG DATE OF n 641 eer- -7 1 1 Q SIGN DATE MENT DRAWING NO. = 285 N. EL CAMINO REAL ENCINITAS, CA 92007 PARKING EXPANSION 260- 062 -26 & 29 )R 12783 -0 SHEET IOF c•� cq cq � - -io,l - SIG DATE DESCRIPTION: APPROVED- DATE BENCHMARK SCALE CITY GEOTECHNICAL CONSULTANT DESIGNED BY: DRAWN BY: CHECKED BY: - V -. DESCRIPTION'. 2- --1/2" "ENC -50 LS7322 2005" BRASS DISK LOCATION: NEAR CL CAMINO REAL N. END THIRD MEDIAN ISLAND S. GARDEN VIEW M: 700' SLY. INTERSECTION, 15' SLY. CURB NOSE RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 140:779' DATUM: NAVD 88 HORIZONTAL: N A VERTICAL: N A % :, , S PLANS PREPARED UNDER SUPERVISION OF / DATE:- 08-17 -2017 /�� R.C.E. NO.: 33373 VICTOR RODRIGUEZ- FERNANDEZ DATE OWNER s' NORTH EL CAMINO REAL LLC. KELLY RALSTON (858) 564 -9678 10620 TREENA STREET STE 100 SAN DIEGO, CA 92131 SITEADDRESS 285 N. EL- CAMINO REAL ENCINITAS, CA 9207 APN 260 - 062 -26 & 29 LEGAL DESCRIPTION LOT 1 OF COUNTY Of SAN DIEGO TRACT 4298, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING WITH MAP THEREOF No. 11043, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 20, 1984, AND A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF S€CT10N 11, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, CITY OF ENCINITAS. OWNERS 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 PROPERTY OR PUBLIC EASEMENTS. SIGNATURE � DATE_ � _ r KELLY RALSTON NORTH EL CAMINO REAL LLC SOILS ENGINEERS CERTIFICATE 1, CHIN C. CHEN 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 JULY 8. 2013. 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: clf4t., e e RCE NO.: 34442 "OFESSIp,y EXP. DATE: 1 3 0-/ 9 �QP GNIN G 2 ti JOB #: 1147G7 -13 m � No. C 034442 � SOIL TESTERS d Exp P.O. BOX 1195, LAKESIDE, CA 92040 * 61 9 -443 -0060 sTgrF FI C STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER EES THAT THE WORK AGR 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 OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. s / SIGNATURE: DATE._____ 27 � / 7 VICTOR R DRIGUEZ- FERNANDEZ RPE �OFESSIp� 1283 E MAIN STREET, SUITE 109 EL CAJON, CA 92021 PHONE: 760 357 -2434 F AX (7 60) 660-4848 ,rqr CWIL OF CAAM EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE - 2 H. 1 V MAXIMUM VERTICAL DEPTH OF CUT = 12 MAXIMUM VERTICAL DEPTH OF FILL = 0.0 CUT = 750 C.Y. FILL = 0 C.Y. EXPORT = 750 C.Y. REMEDIAL _ 0 C.Y. ( 0 REMOVAL AND RECOMPACTION UNDER AND D ' °'OUTSIDE OF BUILDING AREAS) PARKS AND RECREATION �` -Y GN / ` � A S GN ' -'t DATE ENGINEERING D1W LON : APPROVALS CITY OF RECD APP OV R D' GRADING PLAN FOR: i STE, M NOWAK CARS 10%6005K, . /")�5- /8 / °29 -207& DATE DATE PIANNING CASE- NO- 11-1 BMP PROJECT STATUS STANDARD OLIVENHAIN MUNICIPAL WATER DISTRICT I ENCINITAS FIRE DEPARTMENT 6iw g. /. / �- SIG DATE OF n 641 eer- -7 1 1 Q SIGN DATE MENT DRAWING NO. = 285 N. EL CAMINO REAL ENCINITAS, CA 92007 PARKING EXPANSION 260- 062 -26 & 29 )R 12783 -0 SHEET IOF c•� cq cq OLIVENHAIN RD w 0 z n0 1 w Cl cs Cl w SITE E a V \P M4N� . of z ENINITAS .BLVD 11 -------- - --------------- EX TREES TO REMAIN 190.29 FW i EX. LIGHT 87.96 �� 8 �0 i POLE TO REMAIN L0 9 - ------ - - - - -- AC 89.94 A\ Ali LIGHT POLE PROVIDE 2• CURB OPENING 1 90.90 11 \ TOE f90.Q1W 189.OFL r ------------------------ 181DI'L n V �L 89.52 EXTENT OF W�RK \ HOSE BIBS TO BE REMO ED 202.73 W i i / L 717 1 Ln S, a i 187.7TC // 187.2TCA \ 3 0.0 199.OFL �F Al w I 187.215 / 1 .6TC 202.OTW 201.OFL 2'x2' CONC I +190 IITC ```✓ - -'•`\ > 1 \ APRON 189.6F5 EX TREE TO BE REMOVED 0, -- - _ - - - -J1 R3¢ IDS° I A4I I 202.44 EX PALM 189 7� „ I / EX BUILDING i 203.OTW 202.OFL - �: 187.55 �O / '„ Im "211 x 66 1857TC`: ;' �p % %�i' \ Ac F 1 �� OE W . ". ". W' 185.2FS - x ' 187.ZIC A b8 hC 189.: KEY MAC' VICINITY MAID 1 � `--------- � -vv �; � v �` ° �� 1692FS � - -- - \ 18B.2TG t LEGEND N.T.S. -------------------------------------------------- N.T.S. 1 05FSy EX BUILDING �1� (18 9R) C� \�18C r1u I'll EX TREE - ON ITEM SYMBOL ITEM 85.2FS, \ 187.6TC \ OV SYMBOL \ 187.1G \�\ l l REM REMOVE FASTING SIDEWALK & REPLACE W SIDEWALK RAMP d/ ... v `v 187.02 � TO 0 0, EXISTING LOT LINE --- - - - - -- - PROPERTY LINE ----- - - - - -- �__ �� ° ��'S ' �EX RAMP ��\ - ,�' �'� TC POC� ° ° \ .° \ �\ \� ' � � W TOP EX. CHAIN LINK FENCE ED EX LANDSCAPE AREA , "' 7',/ \„ 186.41 EXISTING CHAIN LINK FENCE - - -- -X X X CENTER LINE ----- - - - - -- - / 1. '184.49F` %% \ 190 \ ' EXISTING CONTOUR ELEVATION - -- ��- - RIGHT OF WAY ----- - - - - -- R/TP k �. .- .� �• 10 L 188.61 EXISTING EASEMENT LINE - - - - -- - - - - - - - - - - FIRE WATER---------------- - - - - -- 4�� . ��+ \\ ��1;;' V v \�� 18. TC �7 qC EXISTING FIRE WATER LINE - - - -- EW w w FW W FLOWLINE ELEVATION------------ - - - - -- FL - - -- - ----------- PY� 7 - -- ---- - - - - -- - - -- - ----- - - - - -� 84 99 EXISTING WATER LINE -------- w w w TOP OF CURB ELEVATION_-------- - - - - -- TC �N^19 IGJR BLOC 184.6 '.9 16 J �� A A �,I W "� `L EXISTING WOODEN FENCE______ FINISHED GRADE ELEVATION _- _- _______ - -- FG �� A 187.7TG 191 - w w I 184.9TC y 1872F5 1 3: FINISHED SURFACE ELEVATION _- FS lEp •G ! I 184.4FS /, r, ` ,! !; RONDE 1.5' I TW ° O EXISTING CURB & GUTTE-R - - == _ _ _ - - L E ' 7° 5 A1� 187.7FC ° / 0 8 r �- n. 7 Ul - - FINISH FLOOR ELEVATION - - -__ - - - - - - - FF 2,61 h1 ',r 0 "E a I�� „ ��`(. 187.2F3 187.CUCBOPENINGI 18860, O N EXISTING REATAINING WALL - -_ -_ S ' 1 C v TOP OF CURB- ----- - - - - -- - - - -- TIC °O 1 i 187.1FL z o -� L11JE ,r 85.56 / 87.5b 1 w INDICATES GUTTER ELEVATION___---- - - -_ -_ G -i1 ;! TO POC 3 \3 �° AC (.X O % EXISTING CONCRETE________ � ,; �. � 1 ," � � � 18 ° .� - =6a1� a / V 02v��, i i \ ' ' 188.1TC LOT 8 5 '4 TOP OF WALL--------------- - - - - -- =� , 5 ° I/ FL V _ - ° _ - _ 187.6FS 92 4 \S 6 M N' _ / f.... I A - - - - --17 1 TW FVV 203ATW EXISTING TREE ----------- BOTTOM OF WALL ------ - - - - -- -- BW LE $Z U I e 1 .OTC 1 7 e CLIZ_ FROV10F t84.9TC ;;` �` \ 18B. TOP OF FOOTING - 185.2TCQ L y .' 186.56 E EX. WOODEN FENCE - -- - - - - - -- TF a 2� SAND GUSI`I101 -� - A 88 6 '�• �� 184.4FS , • I °.. ! °; \ 184.76 �9 a �a v - 187.12 I 11 FT EXISTING SPOT ELEVATION_____ x186.9'5 WATER VALVE- ______ ______ WGV �"OP' Y I ;° \ I - TC BC II w y.. y . - - -- � ,� i � i � W _ I -EX TREE EXISTING BOLLARD ASPHALT CONCRETE___ --------- - - - - -- AO o 6F I F •:'I 303 \ �,° -- _ � 187.03 I -- �' 97 1 TO BE REMOVED EXISTING FIRE HYDRANT - - -- �" �' ° \ t °£ - a - U4 a. .ri .a r 'ti e ®.W TC POC i IP �j % PROPOSED PERVIOUS PAVERS S . o y 4 �/�` I x 3' THICK 470 -C -2000 EXISTING FLOW DIRECTION �__ SEE DETAIL ON SHEET 3 z =' ° ' 1 "'_ - 86.56 88 PROPOSED 6 DEEP, 1 1 ° - - -� ` FL „" 1 CONCREIE WITH 1 -1(2 X 1 -1/2 17 GAGE 1 2G PROPOSED LANDSCAPE---------- - - - - -- D Lu �m m �. - W STUCCO NETTING SW - - - - -- w CL x13 / Iaj.l ° \ ;I X185: �� \�. C' w I .. 185.24 i i 1$5.1 . ° 185 �8' _ �. ° 3.fi AC MBLAY CAP ' PROPOSED ASPHALT z _ �; ` " SEE DETAIL N SHEET 33 PROPOSED PERMANENT S61CDER BEAM TC BC 1 A ' 1 9 5' -'' RETAINING WALL PER STRUCTURAL DRAWINGS w -I 8 I �l W' TW ! �l'` SHEETS 6, 7, 8 & 9. REMOVE &REPLACE 184 7 I 1 � I � � � I �, �y 1 . °. ; 99.90 AREA AS NOTED ° I'- z FL l 1 I - 1 1 - END RET�IVALL , 16 =F- ' TAP _�...�. 184.91W C - a- ° _ . a ., , 6 _ I_� _' \, 8: T X� 02.OTW PROPOSED WHEEL STOP 184.4FS 8' -Tl" " 18` 0" 1 i 24 -0° �� - y i2 6 „ °,» I °li" . i . } 18' -Q" 11 24' -0" 8, / PROPOSED RETAINING WALL PER SDRSD_ _ _ _ _ _ _ i % ii . ' J �: I I . j� l 1 " ; 205 SF BIORETENTION ACILTIY 1 was C -5 & 9 TYPE A (AS NOTED) sa o� I PROPOSED VALLEY GUTTER -------- - - - - -� / :, I, I �,F .,i�� i , + 185.8TG IE1823 -- -- y I' i ROVIDE 2 9 CURB OPENING TW I PROPOSED FLOW DIRECTION____ _________ ° -- 1 Iwo ' T6, I' 1 I 1. 185.0 � 18. 11 I CV ' 1 ,- � S y 186.9TC mg - 8. 1 a _ 1 „ y - 87.20 1 18 I ME EX. CHAIN LINK FENCE PROPOSED CURB------------- - - - - -- Qoa 1 3 f _ s ' el g x �)° = n AC , . /,- W ° ° 187;7TC 1 k.., PROPOSED CURB & GUTTER- - - - -- ° 3 I g < .� �. 4 I 1 n5 187.2FS 1 EX TREES X Z w n 7° I z alb TO REMAIN PROPOSED DRAINAGE PIPE ------- ---- -- ___ _______= 11 W `g' ° ° ' ° ' - � I 1 ( PRO�RDE SAND CUSHION ° ° � � 1a:� .. 'r I I MIN. 0.5' CLEARANCE ° 1190' PROPOSED CONCRETE----------- - - - - -- , E. 185.01 I °.' ° �i BETWEEN PIPES II TW Co' BLDG PROPOSED CONCRETE DITCH _ [ '1 `Iii 1 I 118 _ . 185.OTW ° � I J ° �I � 182.93183.OBW I «? f84.4TC I tr 2 dl �' I ° :.I 183.96 { ° - �__ - - - �� 8 1891 COP BLDG E181.7 �� 184.7TC I ��, 107.1FS �,� ° _ 1 ------------------------------------------------- - - - - -- I, 182.9T3 �r ( ( �� IE186.3� LGHT PO X - - -� LOT 7 2d -0 „ I � TREE 13 al 8 r, 8 c,7 FfRE WJ-ER 8 -6 ^�Gc® EX STORM DRAIN PIPE - - - - - -- 1�i3FS - - Vd�VC EASEMENT I -TYP 85.05 -,;I ------------ - - - - -- - - - - -- - �- _ zv IE181.7 1 TC POC1/ _- -? _ = r 186.52C - t � TC PO 184.5TW \\ 84.55 EX CURB & GUTTER TO REMAIN 181.OBW 83.OT I FLT \\ _ Lp X180.0, �� TW 2 __- a- ___- - e =D =_= -- =_- - - -- - _- -� -___----------- - - - - -- - - y - - - - _ _- _�- ^- _ _- y NOTE TO CONTRACTOR: 87.15 �� 0 e �- - -._ n _ _ qa,% \� - -- - -- - - I LL DEPTH AC. REMOVAL I qC - - - = - -9 - -- -- g - -- -a = - - - -- - - - -- _ a - ° ° , \a z �, PREP. S S[TION 6' TO/` B' CURB & GUftR - - = - - " -1-1 \ \�\ \ �I I� o z I �/) NOT PERMITTED _ .. - I 1 MEET EXISTIN / 5 W 10 83.5TW d� \\ "' I , EX FIRE WAFTER LINE / �n 1.5BW / G(}j\ p } \\ } TOP 37 182.01 N I / SA' FW / / o w / / �\V z I .� I l -- 1417.OTW GRAPHIC SCALE l / W/ W / W W - -I � w 2 W / W W \ W I W 6 - w I I i 10 0 5 10 20 40/ / / / , v / / 183.7FL 184.8TC r 1 194.3TW y ? 10 / 3 Ci1R6 OPENING 1843S / 183.3 G IE / "� ° I Z° I i �i / 8 w iW . 85.06 I I a 1 -188,5-2 9W rN FEES <D ti / / l l o �' L %- f ..� 1. ° o TC 186.43 c i 188.07 -i TOE INCH = 10 FT. /l /l // - - - - i d:?;� i - 84.59 T TC r' y 187.05 C END ji 19LOF�fi`. / �/ •' i r' \1 FL 85 96 I TI 7 8879 T87 60 T ----- - - - - -1 ------- - - - - -J ------------- L-- - - - - -� - - -- - - -L-------- - - - -- - - -'x' 1 '- kz� g FRO "a' „ y 77ml °. ..� -- ;',.,- - - - - - - � ------ - - - - -- - - -- - - - R � .sue. _ - - - I W w 1 __ _ - M . a- .e- x - ° -s- �- s--- - - - - -/ "� � a-. __ __ __ o n MEME BE REMOVED \---EX TREE TO REMAIN W 0 Wrt0 19 VVIfrr% EATCWT OF -WORIE --------------- - - -- - - - - -- -------- - - - -- - - -- - -- .�. .�.r�..��- °..w. -'�` .. 94.85 ® 6' CURB &GUTTER - - - -- - - -- - - - - - - -- -- - LEDG -- - -- _ EX CONCRETE DITCH - -- - -- _ -- -� - - - -- - - - -- --- -- ---- f3fiE -R} {3F --WOK- - -- 2* IP& - -- - - - - - -- - -- - - - -- - - --- - - -- - - - - -- - -- - - -- - - - - -- f i D I_ a �Hq -- _ - - - -- IE179.5 � 87.7 (gi RETAINING WALL PER SDRSQ C -9 TYPE `e (le WIDE] N89 29 22 W 432. ¢� f 1839TC 1845TC DE 2 - -- - - -- - - - -- - -- - - -- - - - - FE_1X2 B9, POC TC 2� -- 1878TC 2 ' �"yc IE182.4 184.06 CURB OPENING CURB OPENING ®3' LANDSCAPE POND • 170 SF BIOREIENIION FACILITY 87.31 187.36 \1t�0.70 S: NOTE - SPECIAL INSPECTION REQUIRED: FL FL 1 X2 BD POC NO. C -35373 PRIOR TO OCCUPANCY, FINAL INSPECTION, RELEASE OF SECURITIES, AS- BUILTS, AND /OR GRADING PLANS SIGNOFF, WHICHEVER MAY COME FIRST, THE ENGINEER OF RECORD 187.11_ ° 1 * SHALL FILE A FIELD SURVEY AND VERIFY THAT THE CREATED AND /OR REMOVED AND REPLACED IMPERVIOUS SURFACE IS LESS THAN 5000 SF. A SIGNED AND STAMPED FL 1X2 BD ov INSPECTION REPORT SHALL BE PROVIDED TO THE ENGINEERING FIELD INSPECTOR. IF 5000 SF OR MORE OF IMPERVIOUS SURFACE IS CREATED AND /OR REMOVED AND FOF CA �Fp REPLACED, THE 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.," ' CHANGE N0. DESCRIPTION APPROVED BY: DRAWN BY: CHECKED APPROVED DATE BENCHMARK SCALE CITY GEOTECHNICAL CONSULTANT ENGINEERING f�IV. tQ !_ APPRQUA S CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT VmKF DESCRIPTION: 2 -1/2' 'ENC -50 LS7322 2005° BRASS DISK PLANS PREPARED UNDER SUPERVISION OF RECOM APPROVED: GRADING PLAN FOR: LOCATION: NEAR CL CAMINO REAL N. END THIRD MEDIAN ISLAND DATE: J 1 - 2017 / 285 N. EL CAMINO REAL ENCINITAS, CA 92007 S, GARDEN VIEW RD. 700' SLY. INTERSECTION, 15' SLY. CURB NOSE HORITOf1TAL f" - lO' !� PARKING EXPANSION RECORD FROM: COUNTY OF SAN DIEGO � � R.C.E. NO.: 35373 STE E NOWAK C'N t[S MAGRQSKU ELEVATION : - 140.779' VERTICAL: 1° - 10' "_ ......m.. .. ., / /� 260- 062 -26 & 29 DATUM: NAVD 88 DATE VICTOR RODRIGUEZ- FERNANDEZ DATE DATE PLANNING CASE NO: 13 -038 DF EX TREES TO REMAIN ROS 8214 & 6306 W` N89 °29'22" W 289.79' w LOT 12 w E WRH 1 -1�2 X 101%2• a M APPROX. LOCATION � EXISTING TRASH LOT 11 h \ v) C6 € NCLOSURE zr- p Wx DRAWING NO. E-4 coo 127$3 -G °" 3 SHEET 2 OF 1.0 LOT 10 2 H N89 °29' 22' W 202.57' d` i LOT 9 d W s tO 0 / 2 Lora Q �PP�OXG XIS IN �RAAHON j J ENCLOSURE\ A � � Q LOT 7 N89 °29'22 "W 432.45' KOS 49212. LOT 6 OLIVENHAIN RD w 0 z n0 1 w Cl cs Cl w SITE E a V \P M4N� . of z ENINITAS .BLVD 11 -------- - --------------- EX TREES TO REMAIN 190.29 FW i EX. LIGHT 87.96 �� 8 �0 i POLE TO REMAIN L0 9 - ------ - - - - -- AC 89.94 A\ Ali LIGHT POLE PROVIDE 2• CURB OPENING 1 90.90 11 \ TOE f90.Q1W 189.OFL r ------------------------ 181DI'L n V �L 89.52 EXTENT OF W�RK \ HOSE BIBS TO BE REMO ED 202.73 W i i / L 717 1 Ln S, a i 187.7TC // 187.2TCA \ 3 0.0 199.OFL �F Al w I 187.215 / 1 .6TC 202.OTW 201.OFL 2'x2' CONC I +190 IITC ```✓ - -'•`\ > 1 \ APRON 189.6F5 EX TREE TO BE REMOVED 0, -- - _ - - - -J1 R3¢ IDS° I A4I I 202.44 EX PALM 189 7� „ I / EX BUILDING i 203.OTW 202.OFL - �: 187.55 �O / '„ Im "211 x 66 1857TC`: ;' �p % %�i' \ Ac F 1 �� OE W . ". ". W' 185.2FS - x ' 187.ZIC A b8 hC 189.: KEY MAC' VICINITY MAID 1 � `--------- � -vv �; � v �` ° �� 1692FS � - -- - \ 18B.2TG t LEGEND N.T.S. -------------------------------------------------- N.T.S. 1 05FSy EX BUILDING �1� (18 9R) C� \�18C r1u I'll EX TREE - ON ITEM SYMBOL ITEM 85.2FS, \ 187.6TC \ OV SYMBOL \ 187.1G \�\ l l REM REMOVE FASTING SIDEWALK & REPLACE W SIDEWALK RAMP d/ ... v `v 187.02 � TO 0 0, EXISTING LOT LINE --- - - - - -- - PROPERTY LINE ----- - - - - -- �__ �� ° ��'S ' �EX RAMP ��\ - ,�' �'� TC POC� ° ° \ .° \ �\ \� ' � � W TOP EX. CHAIN LINK FENCE ED EX LANDSCAPE AREA , "' 7',/ \„ 186.41 EXISTING CHAIN LINK FENCE - - -- -X X X CENTER LINE ----- - - - - -- - / 1. '184.49F` %% \ 190 \ ' EXISTING CONTOUR ELEVATION - -- ��- - RIGHT OF WAY ----- - - - - -- R/TP k �. .- .� �• 10 L 188.61 EXISTING EASEMENT LINE - - - - -- - - - - - - - - - - FIRE WATER---------------- - - - - -- 4�� . ��+ \\ ��1;;' V v \�� 18. TC �7 qC EXISTING FIRE WATER LINE - - - -- EW w w FW W FLOWLINE ELEVATION------------ - - - - -- FL - - -- - ----------- PY� 7 - -- ---- - - - - -- - - -- - ----- - - - - -� 84 99 EXISTING WATER LINE -------- w w w TOP OF CURB ELEVATION_-------- - - - - -- TC �N^19 IGJR BLOC 184.6 '.9 16 J �� A A �,I W "� `L EXISTING WOODEN FENCE______ FINISHED GRADE ELEVATION _- _- _______ - -- FG �� A 187.7TG 191 - w w I 184.9TC y 1872F5 1 3: FINISHED SURFACE ELEVATION _- FS lEp •G ! I 184.4FS /, r, ` ,! !; RONDE 1.5' I TW ° O EXISTING CURB & GUTTE-R - - == _ _ _ - - L E ' 7° 5 A1� 187.7FC ° / 0 8 r �- n. 7 Ul - - FINISH FLOOR ELEVATION - - -__ - - - - - - - FF 2,61 h1 ',r 0 "E a I�� „ ��`(. 187.2F3 187.CUCBOPENINGI 18860, O N EXISTING REATAINING WALL - -_ -_ S ' 1 C v TOP OF CURB- ----- - - - - -- - - - -- TIC °O 1 i 187.1FL z o -� L11JE ,r 85.56 / 87.5b 1 w INDICATES GUTTER ELEVATION___---- - - -_ -_ G -i1 ;! TO POC 3 \3 �° AC (.X O % EXISTING CONCRETE________ � ,; �. � 1 ," � � � 18 ° .� - =6a1� a / V 02v��, i i \ ' ' 188.1TC LOT 8 5 '4 TOP OF WALL--------------- - - - - -- =� , 5 ° I/ FL V _ - ° _ - _ 187.6FS 92 4 \S 6 M N' _ / f.... I A - - - - --17 1 TW FVV 203ATW EXISTING TREE ----------- BOTTOM OF WALL ------ - - - - -- -- BW LE $Z U I e 1 .OTC 1 7 e CLIZ_ FROV10F t84.9TC ;;` �` \ 18B. TOP OF FOOTING - 185.2TCQ L y .' 186.56 E EX. WOODEN FENCE - -- - - - - - -- TF a 2� SAND GUSI`I101 -� - A 88 6 '�• �� 184.4FS , • I °.. ! °; \ 184.76 �9 a �a v - 187.12 I 11 FT EXISTING SPOT ELEVATION_____ x186.9'5 WATER VALVE- ______ ______ WGV �"OP' Y I ;° \ I - TC BC II w y.. y . - - -- � ,� i � i � W _ I -EX TREE EXISTING BOLLARD ASPHALT CONCRETE___ --------- - - - - -- AO o 6F I F •:'I 303 \ �,° -- _ � 187.03 I -- �' 97 1 TO BE REMOVED EXISTING FIRE HYDRANT - - -- �" �' ° \ t °£ - a - U4 a. .ri .a r 'ti e ®.W TC POC i IP �j % PROPOSED PERVIOUS PAVERS S . o y 4 �/�` I x 3' THICK 470 -C -2000 EXISTING FLOW DIRECTION �__ SEE DETAIL ON SHEET 3 z =' ° ' 1 "'_ - 86.56 88 PROPOSED 6 DEEP, 1 1 ° - - -� ` FL „" 1 CONCREIE WITH 1 -1(2 X 1 -1/2 17 GAGE 1 2G PROPOSED LANDSCAPE---------- - - - - -- D Lu �m m �. - W STUCCO NETTING SW - - - - -- w CL x13 / Iaj.l ° \ ;I X185: �� \�. C' w I .. 185.24 i i 1$5.1 . ° 185 �8' _ �. ° 3.fi AC MBLAY CAP ' PROPOSED ASPHALT z _ �; ` " SEE DETAIL N SHEET 33 PROPOSED PERMANENT S61CDER BEAM TC BC 1 A ' 1 9 5' -'' RETAINING WALL PER STRUCTURAL DRAWINGS w -I 8 I �l W' TW ! �l'` SHEETS 6, 7, 8 & 9. REMOVE &REPLACE 184 7 I 1 � I � � � I �, �y 1 . °. ; 99.90 AREA AS NOTED ° I'- z FL l 1 I - 1 1 - END RET�IVALL , 16 =F- ' TAP _�...�. 184.91W C - a- ° _ . a ., , 6 _ I_� _' \, 8: T X� 02.OTW PROPOSED WHEEL STOP 184.4FS 8' -Tl" " 18` 0" 1 i 24 -0° �� - y i2 6 „ °,» I °li" . i . } 18' -Q" 11 24' -0" 8, / PROPOSED RETAINING WALL PER SDRSD_ _ _ _ _ _ _ i % ii . ' J �: I I . j� l 1 " ; 205 SF BIORETENTION ACILTIY 1 was C -5 & 9 TYPE A (AS NOTED) sa o� I PROPOSED VALLEY GUTTER -------- - - - - -� / :, I, I �,F .,i�� i , + 185.8TG IE1823 -- -- y I' i ROVIDE 2 9 CURB OPENING TW I PROPOSED FLOW DIRECTION____ _________ ° -- 1 Iwo ' T6, I' 1 I 1. 185.0 � 18. 11 I CV ' 1 ,- � S y 186.9TC mg - 8. 1 a _ 1 „ y - 87.20 1 18 I ME EX. CHAIN LINK FENCE PROPOSED CURB------------- - - - - -- Qoa 1 3 f _ s ' el g x �)° = n AC , . /,- W ° ° 187;7TC 1 k.., PROPOSED CURB & GUTTER- - - - -- ° 3 I g < .� �. 4 I 1 n5 187.2FS 1 EX TREES X Z w n 7° I z alb TO REMAIN PROPOSED DRAINAGE PIPE ------- ---- -- ___ _______= 11 W `g' ° ° ' ° ' - � I 1 ( PRO�RDE SAND CUSHION ° ° � � 1a:� .. 'r I I MIN. 0.5' CLEARANCE ° 1190' PROPOSED CONCRETE----------- - - - - -- , E. 185.01 I °.' ° �i BETWEEN PIPES II TW Co' BLDG PROPOSED CONCRETE DITCH _ [ '1 `Iii 1 I 118 _ . 185.OTW ° � I J ° �I � 182.93183.OBW I «? f84.4TC I tr 2 dl �' I ° :.I 183.96 { ° - �__ - - - �� 8 1891 COP BLDG E181.7 �� 184.7TC I ��, 107.1FS �,� ° _ 1 ------------------------------------------------- - - - - -- I, 182.9T3 �r ( ( �� IE186.3� LGHT PO X - - -� LOT 7 2d -0 „ I � TREE 13 al 8 r, 8 c,7 FfRE WJ-ER 8 -6 ^�Gc® EX STORM DRAIN PIPE - - - - - -- 1�i3FS - - Vd�VC EASEMENT I -TYP 85.05 -,;I ------------ - - - - -- - - - - -- - �- _ zv IE181.7 1 TC POC1/ _- -? _ = r 186.52C - t � TC PO 184.5TW \\ 84.55 EX CURB & GUTTER TO REMAIN 181.OBW 83.OT I FLT \\ _ Lp X180.0, �� TW 2 __- a- ___- - e =D =_= -- =_- - - -- - _- -� -___----------- - - - - -- - - y - - - - _ _- _�- ^- _ _- y NOTE TO CONTRACTOR: 87.15 �� 0 e �- - -._ n _ _ qa,% \� - -- - -- - - I LL DEPTH AC. REMOVAL I qC - - - = - -9 - -- -- g - -- -a = - - - -- - - - -- _ a - ° ° , \a z �, PREP. S S[TION 6' TO/` B' CURB & GUftR - - = - - " -1-1 \ \�\ \ �I I� o z I �/) NOT PERMITTED _ .. - I 1 MEET EXISTIN / 5 W 10 83.5TW d� \\ "' I , EX FIRE WAFTER LINE / �n 1.5BW / G(}j\ p } \\ } TOP 37 182.01 N I / SA' FW / / o w / / �\V z I .� I l -- 1417.OTW GRAPHIC SCALE l / W/ W / W W - -I � w 2 W / W W \ W I W 6 - w I I i 10 0 5 10 20 40/ / / / , v / / 183.7FL 184.8TC r 1 194.3TW y ? 10 / 3 Ci1R6 OPENING 1843S / 183.3 G IE / "� ° I Z° I i �i / 8 w iW . 85.06 I I a 1 -188,5-2 9W rN FEES <D ti / / l l o �' L %- f ..� 1. ° o TC 186.43 c i 188.07 -i TOE INCH = 10 FT. /l /l // - - - - i d:?;� i - 84.59 T TC r' y 187.05 C END ji 19LOF�fi`. / �/ •' i r' \1 FL 85 96 I TI 7 8879 T87 60 T ----- - - - - -1 ------- - - - - -J ------------- L-- - - - - -� - - -- - - -L-------- - - - -- - - -'x' 1 '- kz� g FRO "a' „ y 77ml °. ..� -- ;',.,- - - - - - - � ------ - - - - -- - - -- - - - R � .sue. _ - - - I W w 1 __ _ - M . a- .e- x - ° -s- �- s--- - - - - -/ "� � a-. __ __ __ o n MEME BE REMOVED \---EX TREE TO REMAIN W 0 Wrt0 19 VVIfrr% EATCWT OF -WORIE --------------- - - -- - - - - -- -------- - - - -- - - -- - -- .�. .�.r�..��- °..w. -'�` .. 94.85 ® 6' CURB &GUTTER - - - -- - - -- - - - - - - -- -- - LEDG -- - -- _ EX CONCRETE DITCH - -- - -- _ -- -� - - - -- - - - -- --- -- ---- f3fiE -R} {3F --WOK- - -- 2* IP& - -- - - - - - -- - -- - - - -- - - --- - - -- - - - - -- - -- - - -- - - - - -- f i D I_ a �Hq -- _ - - - -- IE179.5 � 87.7 (gi RETAINING WALL PER SDRSQ C -9 TYPE `e (le WIDE] N89 29 22 W 432. ¢� f 1839TC 1845TC DE 2 - -- - - -- - - - -- - -- - - -- - - - - FE_1X2 B9, POC TC 2� -- 1878TC 2 ' �"yc IE182.4 184.06 CURB OPENING CURB OPENING ®3' LANDSCAPE POND • 170 SF BIOREIENIION FACILITY 87.31 187.36 \1t�0.70 S: NOTE - SPECIAL INSPECTION REQUIRED: FL FL 1 X2 BD POC NO. C -35373 PRIOR TO OCCUPANCY, FINAL INSPECTION, RELEASE OF SECURITIES, AS- BUILTS, AND /OR GRADING PLANS SIGNOFF, WHICHEVER MAY COME FIRST, THE ENGINEER OF RECORD 187.11_ ° 1 * SHALL FILE A FIELD SURVEY AND VERIFY THAT THE CREATED AND /OR REMOVED AND REPLACED IMPERVIOUS SURFACE IS LESS THAN 5000 SF. A SIGNED AND STAMPED FL 1X2 BD ov INSPECTION REPORT SHALL BE PROVIDED TO THE ENGINEERING FIELD INSPECTOR. IF 5000 SF OR MORE OF IMPERVIOUS SURFACE IS CREATED AND /OR REMOVED AND FOF CA �Fp REPLACED, THE 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.," ' CHANGE N0. DESCRIPTION APPROVED BY: DRAWN BY: CHECKED APPROVED DATE BENCHMARK SCALE CITY GEOTECHNICAL CONSULTANT ENGINEERING f�IV. tQ !_ APPRQUA S CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT VmKF DESCRIPTION: 2 -1/2' 'ENC -50 LS7322 2005° BRASS DISK PLANS PREPARED UNDER SUPERVISION OF RECOM APPROVED: GRADING PLAN FOR: LOCATION: NEAR CL CAMINO REAL N. END THIRD MEDIAN ISLAND DATE: J 1 - 2017 / 285 N. EL CAMINO REAL ENCINITAS, CA 92007 S, GARDEN VIEW RD. 700' SLY. INTERSECTION, 15' SLY. CURB NOSE HORITOf1TAL f" - lO' !� PARKING EXPANSION RECORD FROM: COUNTY OF SAN DIEGO � � R.C.E. NO.: 35373 STE E NOWAK C'N t[S MAGRQSKU ELEVATION : - 140.779' VERTICAL: 1° - 10' "_ ......m.. .. ., / /� 260- 062 -26 & 29 DATUM: NAVD 88 DATE VICTOR RODRIGUEZ- FERNANDEZ DATE DATE PLANNING CASE NO: 13 -038 DF EX TREES TO REMAIN W` �w IMEEMI E WRH 1 -1�2 X 101%2• A W W ozF� �i- �o z m zr- p Wx DRAWING NO. E-4 coo 127$3 -G c2 SHEET 2 OF 1.0 PROPOSED 6 "x16" DEEPENED G -1 CURB — EXISTING CONCRETE SIDEWALK cv 18' VOID FELLER IN VOIDS 1T) 3/13" (No. 8) PROPOSED BtokR TENTION DETAIL STANDARD AGGREGATE IN VOIDS. 6 "x16" PCC PROPOSED., FLUSH CURB PERMEABLE INTERLOCKING CONCRETE PAVERS ITH PROPOSED 4" DEEP ROOTED, DENSE, DROUGHT MIN. UOS PAVERS ITH PERFORATED SUBDRAIN TOLERANT PLANTING SUITABLE MIN. 3 /8° VOID) I --t■- PROPOSED AC PAVING FOR WELL DRAINED SOIL MULCHHARDWOOD ° COBBLE ENERGY 8 -12' GRATED RETENTION AREA SHALL BE o °o °o °° °o °o °o °0 0 0 0 0 0 0 "' � LEVEL AND DEPRESSED A 0 0 0 0 0 0 0 0 0 0 0 0 0 a a 0 0 0 0" `" -- ' -�t DISSIPATER OVERFLOW MINIMUM OF 6" FROM THE - 0 °° 0 0 0°° 0 0 0° 0° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 // BEDDING COURSE - 2" THICK OF OVER SURROUNDING GRADE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 o oa- o° -0 -0 © 0.0 -0 -0 -0 0 © -o -© 0- 0�0 -0 -o a�o - - /I 0 6 p 0 0 0 0 0 0 0 0 0 0 0 o b 6 0 0 0 0 6 '�� i /8" TO 3/8" (No. 8 AGGREGATE 6"Xi PCC CUTOFF WALL 0 0 0 0 0° 0 °0 °0 °0 °00000 °0 0 // / a z7dur CHOKER COURSE - 4" THICK OF pW 13/8" TO tl:r (No. 57) CRUSHED RUCK MIN. 6" THICK OF 3 4" CRUSHED ROCK 6 MIN. SV i� i� i� i� � /i. /i �--- / y NOTES: - ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) - THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED. - EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF THE NEXT COURSE. - NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED. - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL- SUBDRAIN MAY BE REQUIRED. SECTION A PERMEABLE PAVERS CROSS SECTION DETAIL 1 LO UI QI NOT SCALE AC OVERLAY CAP DETAIL NOT SCALE OL IVE_NHAIN MUNICIPAL WATER C)(5TRIC mN(DTE5: L POTABLE- WATER WORKS sF ►All. RE CONSTRUCTED IH ACCO2pANCE W11)4 TE3E PIETA )L.S AND ►. ATE91AI-S ASSP£CIF)£D WTOE MOST IV- EcFr4T- EDn)ioN Cf -74S CLIVFPp^I l "\AQIe%?Al WATE,jt-- pGTRIC'T C-P STPICT) STA.JDA12'-%� SMcvFICA-r)bpJS At-sl> DKAW)m6lS FOR THE r-assT'2UCr10tJ OE- VUAIE$L pAAI4J U.S)J 'FAC ILI-n 65,, AGoPT� P910R TO THE_ AIS721CT PpROVAL 17ATE to S T NES£ PLRAIS . C OtJTRACTLy2 SHALL HAV £ A COPY pF T%4 F_ s Am VA -L SPECIFICATIOAS Co.) 74C Job SITS ATALC.-F)ed£.S. Z. t IAE SUSMI551pN AND 19EVIIEW oFALL- SOSMIT7ALS (SHOp D)ZAW)06a ) 5)x s TS) AS RFdu)2£Q 3Y THE 5TA14DARD SPtCIFICAT)UNS AQF- TO SE-#ZCDMPLISNED r9jo2. To THE PRF-CONST2vr--r)041 MEE-1IN6 wrrH TH£ OISTRICI tS I0SP£CTO/L. 3. V4JLF_S5 OTNe -Z- W)SE N0TE7,) CONNECT)ON.0 TO V-XISTIn16, MA)I+tS SWA•LL13E MAW DAY. 144£ TIME AK- D VURATIOI.E OF ANY 5ArMb\MljS or- Ex1611N6 MAtNLIS St4A,Lc 136 Suf3,)Ecr TO A9moVAL- }3Y T4 +£ DESTfLECT - DisT?ie-rSMALL -?;_F ).10TIFIEit TWo tNEEW-S N11131MUM 10 ADVANCE OF AAY S44 ' vowr-) . + CONi-RACTaL 541ALL'eCpO?- DIQATE WITH DIS -M(CT ALL AR- RAN6Em%wrT r=oR M16I4- LW)lV6, TEMPORARY SEWICES -IIJOIL TD SHUTDOWN£. WO 54,L)TDO,NN9 WILL RE SC+IEDULIED CON A HowDAY oR Fa16A`P . S. Co-J-T(ZACTOrt SMALL R£`/IEW ALL. P2oPoS® TlzCW_H SAY v-- Wrm CA(./cDSNA,, A copy) OF £ryK�GMP?ION LE'rTE(L o2 TRENC0*C PE9MIT> IF2FQUIIL1 =+�A SHALL 13F SUSM1-fTED-M TAE VIS'TRICT IiLIO(t- 70 COQSTR.t)CTIOA). Co. NO wogi� MAy 13c61r-) Of- PR.oC£E:> WITH- bo-rvi ft. Ec-noA3 vF DISrrLIcTIS IIJSPECrok. Cc>KyTRPCTUR IDISTfL \cT HOUiLS F'IZIOR T o gEG+1w11JW (. of WORIe- To AI7eRA *I-e E r-ok IOC PECr1oN OF T#); qWT --cT. -7. 'rHE CJk.)TRAcroi - MAST CALL. I) I ,. ALwL-r or SOUT4)E(z )J C4LIF(AMIA To HAV>= L)0OC-9-C,IZW&16 SIMV ICE UTILITIES Lvegrj5 PR-IOA- TO CONSTf- Vcr1oA1, -rRIS CALL. wn.L- t3£ MACE AT L6AST 4b I ;Oua.S I PWAIJGE MI oR TO AF4t' WOav- iSF-tk�C� PE(LFOr.M-:F-b IN ?UZLIC fLIb4-r- 0F -WAti. CDIGALFR.-rp4OXIE: X00- ZZ7-Z(600). 8• ALL EX15TING, FACILITIES tNHEc" MPj Af -f:C,T PR•0J6CT CONSTRUC.TION� �Q•, L Iw1E CRoss(049, LIO PAzALLFLING, oIL 'PROPOSEa C- oQt3ECT)O&lr SHALL SE FIELD VE(L)FIEb Bt FORE AaY Co►,357"fLUcT)Oti) BEGINS. c%. I H£ CONTI2.1kCTOfL 54A.LL. fUIZ"IS}1 AnID IIJSTALL. Vfp -Ae SrAnIDA L� SP6cIFlcaTIUNS TJJE ,APPROMIA-EF 3U21E) \TIL%" WA(LNIIQI6, A�7 ibE4wrIF�)CAT)0r0 TAPEA'130Vf.ALL r'b9t.IC WA -tf7- LINts Iwct.uDl)J(+ \/ ATFjL LATEF-ALS LoCATEi) Inl PUBLIC R161NT- OF -WAy. 10. W"sju EL_£VATIJ. ss Aw)\�, C >KAIDES AILE MOT- Sj40Wf�] Ok) -rIfE \WATF�MAIrJ RWPIL.1;, jUp of:" fI'vE PROG'ILI_ 15 4S- INC+EES ISELOW cE/JTE9-L.INE OF FIAIISII GRA7EOF STE1'F-Cr, 1). ,ALL OEFL CC- r),oQS (NORIZ.0NTAI A✓JD VE, 9 TICAL) SHALL 9C Mili?E r3 Y U5E Or JOINT CouPLING5 w)ru 4" NiAXIMUIU1 DEFLECTION PEEL COuPLINC7 (Z'((Z JOINT), Mo SENDING (cuRVIN(,) of PtPF_ 99ALu%i P912MITrEfD )2. MP\JAL AN,2 P- EL.EASF -S -SHALL. 1312 IMSTALLS16 AT ALL, N 1014 POINTS A)Jr0 QLOU) -OFFS ATALL LOW Po)NT,S IUTkE WATt_R..MA)M PUPILF-. PLACE MAIaUA% -AIR- RELEASES AMID SLOW-04-5 {W�rfl•1W METE12- 130YAND LOCA-M t3)`I4)mj) CuR13 UwLF_ss OrAI•EfL-A/ISJ= AI "MOVF-b GY DSTMic-r'S IZEPI2ESEnSTATIV•E., FIRE 1+YD2AN-15 MAN 19E USi-l-> IN LIEQ OF A MA)\)At- AsjZ ZELEASF OR.. BLOW -OFF Wiifnl LOCA-rF.7 AT OrL I F-:ANA. NIGH OIL LAW DESCRIPTION APPROVED DATE BENCHMARK SCALE CITY GEOTECHNICAL CONSULTANT D €SCRIPRON: 2 -1/2" "ENC -50 LS7322 2005" BRASS DISK LOCATION: NEAR CL CAMINO REAL N. END THIRD MEDIAN ISLAND HORIZONTAL, 1" = 10' S. GARDEN VIEW RD. 700' SLY. INTERSECTION, 15' SLY. CURB NOSE RECORD FROM: COUNTY OF SAN DIEGO ELEVATION VERTICAL: 1" = 10' : 140.779' _ . DATUM: NAVD 88 DAT PLANS PREPARED UNDER SUPERVISION OF DATE: C6-17 -2037 R.C.E. NO.: 35373 V 0 R DRIGUEZ- FERNANDEZ ENGINEERING , 5 - /x-� DATE 24" MIN, ENGINEERED SOIL *SEE NOTE BELOW 3/4- CRUSHED ROCK *BIORETENTION "ENGINEERED SOIU LAYER SHALL BE MINIMUM 24- DEEP "SANDY LOAM "SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. **3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CITY OF ENCINITAS BMP DESIGN MANUAL CALCULATIONS. APPROVALS,, I' -25O4/X DATE BIORETENTION FACILITY DETAIL NOT SCALE POINTS, AS APPROVs =D B4 THE DISTIOCT'S P- emESENT.&-t IVE . 13. lMs-rALL. A MINIMUM I-1s4cm WATER- SEILVICE 'rO EAC-0 LOT, METQt -TU i;E LOCAT£J S- -FELT FROM A SIDE LOT LINI_, A 34- INct -1 HI614 LE'iTE42 "W" SHALL qE C.HISELgE ) IN-MF 0r- EXlS -rIN(, CUPS 02 IMPIZINTED IM NEW CUE'L'S AT AL%- WATEiL NAVIC6 CR.OSSIN&S. 14. METER- 5I4ALL I'C)T'SF_ ?(ACBIb WIT4NN 'DRIVEWAYS (512 SIDEWALKS WITHOvT T46 Dis- y%)cT,s 'PRtom- WQ- E-fT£N CONSEW r I.S. ALL. WATEfz 5Er. ocF-s I-oR. 49-ai(3,AroN, I\1UL ?LPL£ FZES'ICrrJ7IAL, CoiunLEx-V-S� (ZOMME)LC)AL OR_ )W0J%TRIAA- iDVG_LoPME3NT 13RA0- PA\I£ APPR-OVEtk SACIZFL.OW QfLEMENT1Or-A '-:VICE- or-.% COSTOMEEL•'S SIDE op WATS(L ) -NETea• 16• CoIUTRAC i OIL S44AL.tr-rIE oFF ALLVALVS LocAT)ONS At-3D, P2ojirX WP-gTE J DIME -NW0j TO INSPECTOR_ IMMEDIATELY UPON IPTTALLATIUN OFVALVQCi. 1-7. LINE VALVES, wi -IEjzc IZC=&UIREil) AT STREET 107ER-S£CT)ONS SHALL 13E LOCATS=D ATTI.4E IEE WNFNCVp1t- PoSS)13LE. I $. 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DIG ALERTH TWO WORKING DAYS BEFORE DIG ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS DIG ALERT Et GENERAL CONTRACTOR SHALL LOCATE Et POTHOLE (AS NEEDED); ALL EXISTING UTILITIES BEFORE SHORING WALL CONSTRUCTION BEGINS. LEGEND T.O.W. = TOP OF SHOTCRETE WALL B.O.W. = BOTTOM OF SHOTCRETE WALL T.O.B. = TOP OF SOLDIER BEAM (P) = PROPOSED (E) = EXISTING BY OTHERS = WORK OUTSIDE SHORING SCOPE PROPOSED IMPROVEMENTS IMPROVEMENT SYMBOL PERMANENT SOLDIER BEAM j TEMPORARY TIMBER LAGGING SOLDIER BEAM COUNT O# DETAIL /SECTION CALLOUTS X SHX 3x12 DF #2 TIMBER LAGGING a 4. PERMANENT SHOTCRETE FACE a STRUCTURAL WALL DESIGN REVIEWED AND APPROVED BY ESGIL CORP. AS PLAN CHECK # 16 -638 REV �� '`r, I u PI ", 3/18/2017 w ROY P. REED R.C.E. 80503 EXP. 3 -31 -2019 DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING IV/ 3IQM` APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INITIALS INITIALS INITIALS DESCRIPTION: 2-1/2" "ENC -50 LS7322 2005 BRASS %DISK LOCATION: NEAR EL CAMINO REAL N. END THIRD MEDIUM ISLAND S. GARDEN VIEW RD. 700' SLY HORIZONTAL: 1` - 10' ' VERTICAL: I"= 10' PLANS PREPARED UNDER SUPERVISION DATE: 1 �k R --� R.C.E. ENGINEER'S NAME EXP.: OF 3-18.17 NO.: 080503 3-31-19 RECD D S VE � /- Z9 -`� DATE APPROVED: �WfkjS AG�UQSKUG 110 I`��o DATE PERMANENT WALL FOR: 285 N. EL CAMINO REAL ENCINITAS, CA 92007 NORTH EL CAMINO REAL LLC. 260- 062 -26 & 29 PLANNING CASE NO: 13 -038 DR. 'I Z7H3 -G INTERSECTION,-15' SLY. CURB NOSE RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 140.779' DATUM: NAVD88 SHEET OF C.O T-2" 8'-0" 6-9" 6-9" 181-01, ARC ARC ARC SkRC 15 SPACES C 8'-0" O.C. = 120'-0" T-0" 7-3" 6-4' I of c5l EXISTING GRADE ALONG C�41 cli TOP OF SHOTCRETE c3l C) r4 BACK EDGE OF V-DITCH BACKFILL (E) GRADE c; Ni III a (SEE CIVIL DRAWINGS) 10' THICK SHOTCRETE o! n z: AS READ FOR BROW Lu (SEE DETAIL 2/SH8) co DITCH INSTALLATION C51 T.O.W. = 204,00 1 m 3 3:1 T.O.W. 203.00' z 61 T.O.W. 202.00' T.O.W.= T.O.W. 201.00' 00' SH8 1.� -77-7 20000' A I I f A --- - ---- ------- og TO —_4 T.O.W. 199 _777 --L-+:. 198.0_° _ u z TYP. u A LLI SH8 aq es a e .7 4 T.O.W. 195.00• A TYP. - ----- - A 4 1 4X A. 1� — - _ . _ 9'-'---"' -- ................ A. g Q 00 ------------ ................ . T 0 W 190.00 T.O.W. 192.00' -Z�,o J-,� GRADE m B.O.W. 188.00' II I I IICI I Ag To B. 0. W.= 4 B.O.W.= —B.O:W7!- 187.00' O.W. B.O.W.- 00, 189. 12"± i809.- (I 00' a 188.00 188.00 a m I 00, a "D" EPDXY COATED SOLDIER Nq BEAM (SEE DETAIL 1 /SH8) L�-'j I I 1 .9 1 1 T.; 1 1 SB#23 SB#24 SB#1 C a 0 L!�.j a LC R I SB#1 9 SB#22 SB#21 LEGEND: -- ---- ----- S -#2 j -1 1 -SB#20 ---- 'Llij, IN -4 L T.W. TOP OF SHOTCRETE FACING I SB#17 SB#3 L"Ll SB#6 Ll J La-1 I 1 -1 1 1 1 1 1 1 1 SB#5 li A SB#1 8 SB#7 SB#8 SB#9 SB#10 T.O.B. TOP OF SOLDIER BEAM SB#4 SB#1 1 SB#1 2 SB#1 3 SB #14 SB#1 5 SB#1 6 B.O.W. = BOTTOM OF WALL NOTES: 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH9 FOR SHORING ATTRIBUTES. 2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. FLOW LINE GRADES a TOP OF WALL ELEVATIONS ARE SHOWN FOR SCHEMATIC PURPOSES ONLY. CONSULT ARCHITECT Et CIVIL ENGINEER OF RECORD FOR ACTUAL ELEVATIONS F± REPORT VARIATIONS TO THE ENGINEER OF WORK PRIOR TO FABRICATION (NO EXCEPTIONS). cy) 0 —j LLj t PROFILE - LOOKING EAST SCALE: 1" = 8' CHANGE NO. L J D DATE C '--z 4 I SPECIAL DISTRICT APPROVAL DRAWN BY: ::4==umITJ CHECKED BY. > 00 DRAWING NO. INITIALS 02 INITIALS PROPERTY LINE z HORIZONTAL: 11" = 8' VERTICAL: 1" = 8' CL 0 RECO ; WNF�=D: APPROVED: Aw& S E NOVAK CHR6 MA6DO&A - Ole? - Ig" I—Z-9-z-olr DATE DATE j 12783-G - - - - - - -- 7 7' -- m r INTERSECTION, 15'SLY. CURB NOSE > SH8 J Z rl 0 rF RIGHT-OF-WAY Ci m > % r NOD 0 17 24 F 3 4F5 0 0 x-f"T 10 m'.1 T-0"� (MIN.) ,�x I /V "' '7 4 T, "171V 4 -'s y 4, lt t W� �AAI 0 SH8 /4 1 '1, J , (P) PARKING STALLS 0 t PROFILE - LOOKING EAST SCALE: 1" = 8' I � CHANGE NO. L J D DATE BENCHMARK I SPECIAL DISTRICT APPROVAL DRAWN BY: ::4==umITJ CHECKED BY. > 00 DRAWING NO. INITIALS 02 INITIALS PROPERTY LINE z HORIZONTAL: 11" = 8' VERTICAL: 1" = 8' CL 0 RECO ; WNF�=D: APPROVED: Aw& S E NOVAK CHR6 MA6DO&A - Ole? - Ig" I—Z-9-z-olr DATE DATE j 12783-G 7' m r INTERSECTION, 15'SLY. CURB NOSE > RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 140.779' DATHM, NAVr)RR Z rl 0 rF RIGHT-OF-WAY Ci m > % r NOD 0 17 24 F 3 4F5 0 0 I � PROPOSED PERMANENT SOLDIER BEAM WALL 1 SH8 "2 SH8 v 10" THICK SHOTCRETE FACE (SEE DETAIL 2/SH8) < N, 20 -z o- 77 24 fr M7, 41 W." T m ow, EAW ,,fta p DESIGNATES 3x12 DF#2 PRESSURE TREATED LAGGING DESIGNATES EXTENTS OF 10" THICK SHOTCRETE FACING CHANGE NO. L J APPROVED DATE BENCHMARK I SPECIAL DISTRICT APPROVAL DRAWN BY: ::4==umITJ CHECKED BY. > CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INITIALS INITIALS INITIALS PROPERTY LINE z HORIZONTAL: 11" = 8' VERTICAL: 1" = 8' 0 PLANS PREPARED UNDER SUPERVISION OF DATE: 3-18-17 ` R.C.E. NO.: 080503 ENGINEER'S NAME EXP.: 3-31-19 RECO ; WNF�=D: APPROVED: Aw& S E NOVAK CHR6 MA6DO&A - Ole? - Ig" I—Z-9-z-olr DATE DATE j 12783-G 7' m r INTERSECTION, 15'SLY. CURB NOSE > RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 140.779' DATHM, NAVr)RR Z SHEET to OF 10 0 rF RIGHT-OF-WAY m > % r NOD 0 17 24 F 3 4F5 0 0 10 T-0"� (MIN.) PROPOSED PERMANENT SOLDIER BEAM WALL 1 SH8 "2 SH8 v 10" THICK SHOTCRETE FACE (SEE DETAIL 2/SH8) < N, 20 -z o- 77 24 fr M7, 41 W." T m ow, EAW ,,fta p DESIGNATES 3x12 DF#2 PRESSURE TREATED LAGGING DESIGNATES EXTENTS OF 10" THICK SHOTCRETE FACING C 80503 1.3/31/19 16 ROY P. REED R.C.E. 80503 EXP. 3-31.2019 DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: ::4==umITJ CHECKED BY. ENGINEERING DIMSIOW --APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INITIALS INITIALS INITIALS z HORIZONTAL: 11" = 8' VERTICAL: 1" = 8' 0 PLANS PREPARED UNDER SUPERVISION OF DATE: 3-18-17 ` R.C.E. NO.: 080503 ENGINEER'S NAME EXP.: 3-31-19 RECO ; WNF�=D: APPROVED: Aw& S E NOVAK CHR6 MA6DO&A - Ole? - Ig" I—Z-9-z-olr DATE DATE j 12783-G 7' m r INTERSECTION, 15'SLY. CURB NOSE > RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 140.779' DATHM, NAVr)RR Z SHEET to OF 10 0 rF RIGHT-OF-WAY m > r C 80503 1.3/31/19 16 ROY P. REED R.C.E. 80503 EXP. 3-31.2019 DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: ::4==umITJ CHECKED BY. ENGINEERING DIMSIOW --APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INITIALS INITIALS INITIALS DESCRIPTION: 2-1/2" "ENC-50 LS7322 2005 BRASS DISK LOCATION: NEAR EL CAMINO REAL N. END THIRD MEDIUM ISLAND S. GARDEN VIEW RD, 700' SLY HORIZONTAL: 11" = 8' VERTICAL: 1" = 8' PLANS PREPARED UNDER SUPERVISION OF DATE: 3-18-17 ` R.C.E. NO.: 080503 ENGINEER'S NAME EXP.: 3-31-19 RECO ; WNF�=D: APPROVED: Aw& S E NOVAK CHR6 MA6DO&A - Ole? - Ig" I—Z-9-z-olr DATE DATE PERMANENT WALL FOR: 285 N. EL CAMINO REAL ENCINITAS, CA 92007 NORTH EL CAMINO REAL LLC. 260-062-26 & 29 PLANNING CASE NO: 13-038 DR, 12783-G INTERSECTION, 15'SLY. CURB NOSE RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 140.779' DATHM, NAVr)RR SHEET to OF 10 FINISHED SURFACE (VARIES, SEE CIVIL) PERMANENT GUARDRAIL (BY OTHERS, OUTSIDE SCOPE OF WORK, SEE DETAIL 6 1SH8) T.O.W. ELEVATION. VARIES, SEE PROFILE uNOR 5 SH8 llAlA� ..,._.._.. E F I r EXISTING GRADE 4,000 PSI TYPE II /V CONCRETE W/C =0.50, SHAFT BACKFILL EPDXY COATED SOLDIER BEAM (SEE DETAIL 5 /SH8 FOR EXTENTS) �-� Dshaft NOTES: 1. FIELD VERIFY ALL EXISTING Et PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM SCHEDULE ON SH9 FOR "H" Et "D ". PERMANENT CANTILEVERED SOLDIER BEAM (TYP.) N.T.S. EXISTING CMU WALL (TO REMAIN, SEE SH7) Id 3/4 "x5" ASPHALTIC FELT GEOCOMPOSITE d EXPANSION JOINT WITH DRAINAGE BOARD a 1/2" 0 ANCHORS (STAGGERED) p as . PROPOSED SOLDIER BEAM SHOTCRETE FACE J EXPANSION JOINT DETAIL N.T.S. DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) .L3x3x1 /4 EPDXY COATED ANGLE IRON EPDXY COATED SOLDIER BEAM — (SEE DETAIL 5 /SH8 FOR EXTENTS) 48" WIDE, MIRADRAIN 6000 DRAINAGE BOARD STRIPS, CENTERED BETWEEN SOLDIER BEAMS VERTICALLY WITH 48" WIDE CONTINOUS HORIZONTAL STRIPS CENTERED ABOUT WEEP HOLES. WATER PROOFING, (MIRACLAY OR EQ.) 2" CLR — #5 GRADE 60 LONG. BARS AT 12" O.C. (EACH FACE TYP.) 2" CLR SEE ELEVATION FOR SPACING FILL VOIDS BEHIND LAGGING WITH COMPACTED SOIL (TYP.) 17 5' (MIN.) BEARINf 3" DIA. PVC WEEP HOLE Et DRAIN GRATE CENTERED BETWEEN SOLDIER BEAMS (SEE DETAIL 5 /SH8) 10" THICK SHOTCRETE FACE 4,000PSI (TYP.) SOLDIER BEAM PLAN DETAIL (TYPICAL) II" #5 GRADE 60 TRANSVERSE BARS AT 12" O.C. (TYP.) #5 GRADE 60 LONGITUDINAL BARS AT 12" O.C. (TYP.) 3/4'0 x 8" NELSON STUDS @ 12" O.C. (STAINLESS STEEL OR GALVANIZED) 3" DIA. PVC WEEP HOLE Et DRAIN GRATE CENTERED BETWEEN SOLDIER BEAMS LOCATED 6" ABOVE FINISHED GRADE OR 6" BELOW (SEE NOTE 3 BELOW) FINISHED SURFACE ELEVATION SEE CIVIL DRAWINGS - 3-i I i 4,000 PSI CONCRETE TOE (TYPE II /V, W/C =0.50) 3" CLR N.T.S. DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) TIMBER LAGGING (SEE ELEVATIONS) WITH 20d NAILS FOR LAGGING INSTALLATION (TYP.) --i r-- 3" CLR #5 GRADE 60 TRANSVERSE BARS AT 12" O.C. (EACH FACE TYP.) 3/4" 0 x 8" WELDED NELSON STUDS @ 12" O.C. (STAINLESS STEEL, OR GALVANIZED) TIMBER LAGGING (SEE ELEVATION) 1.5 SACK SLURRY SHAFT BACKFILL I, — 48" WIDE, MIRADRAIN 6000 DRAINAGE "= BOARD STRIPS, CENTERED BETWEEN _..... SOLDIER BEAMS VERTICALLY WITH 48" WIDE CONTINOUS HORIZONTAL STRIPS CENTERED ABOUT WEEP HOLES. k Q° EPDXY PAINT EXTENDING FROM TOP OF PILE TO 3' BELOW TOP OF CONCRETE TOE ad . NOTE: FIELD TOUCH ALL EPDXY PAINT UPON COMPLETION AS MAY BE REQUIRED — 3" CLR. (TYP.) NOTES: 1. WATERPROFFING NOT SHOWN FOR CLARITY. 2. SEE SOLDIER BEAM SCHEDULE ON SH9 FOR SOLDIER BEAM ATTRIBUTES. 3. PVC DRAIN PIPE SHALL BE POSITIONED 6" ABOVE FINISH GRADE AS SHOWN OR 6" BELOW FINISH GRADE OR TIED TO A SUBDRAIN 6" BELOW FINISH GRADE, AS SPECIFIED BY THE CIVIL ENGINEER OF RECORD. 5 PERMANENT SOLDIER BEAM SECTION (TYP.) SH8 N.T.S. 20d COMMON NAIL FOR LAGC INSTALLATION (4 PER BOARD 10" THICK SHOTCRETE FACE, 4,000PSI(TYP.) #5 GRADE 60 TRANSVERSE BARS AT 12" O.C. (TYP.) "" "1ER BEAM TIMBER LAGGING (SEE ELEVATION) 1.5" (MIN.) BEARING TIMBER LAGGING DIAGONAL SUPPORT DETAIL N.T.S PERMANENT SAFETY RAILING (BY OTHERS, TYPICAL) ER BEAM PLACEMENT #5 GRADE 60 LONGITUDINAL '! EPDXY COATED SOLDIER BEAM BARS AT 12" O.C. (TYP.) �; (SEE DETAIL 5 /SH8 FOR EXTENTS) 3/4 "x8" 0 WELDED NELSON STUDS @ 12" O.C. (STAINLESS STEEL OR DRAINAGE BOARD Et WATER PROOFING GALVANIZED) NOTES: 1. ADJUST TOP OF SHOTCRETE ELEVATIONS ACCORDING TO ACTUAL FIELD SURVEY. 2. SEE SOLDIER BEAM SCHEDULE ON SH9 FOR SOLDIER BEAM ATTRIBUTES. 3. WELD NELSON STUDS ACCORDING TO MANUFACTURER SPECIFICATIONS. SHOTCRETE FREEBOARD DETAIL (TYP.) N.T.S. 1/4" 4 " @12" O.C. � TIMBER LAGGING 7z 1.5" (MIN.) (SEE ELEVATIONS) Q�FESS /1 BEARING �`< `( P. �cO " C 80503 m 7 ANGLE IRON CONNECTION (SB #3 -6) H$ N.T.S. � S 3/1812017 Exp.3/31/19 ROY P. REED R.C.E. 80503 EXP. 3 -31 -2019 DATE cmA- CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: INITIALS INITIALS cHECj TIACEL S D BY: ENGINEERING DfVtION APPROVALS CITY OF ENCINITAS - DEVLOM €NT SERVICES DEPARTMENT DRAWING NO. INI DESCRIPTION: 2-1/2" "ENC -50 LS7322 2005 BRASS DISK PLANS PREPARED UNDER SUPERVISION OF / PERMANENT WALL FOR: LOCATION: NEAR EL CAMINO REAL N. END THIRD RECOM RD: APP OVER: 285 N. EL CAMINO REAL ENCINITAS, CA 92007 MEDIUM ISLAND S. GARDEN VIEW RD. 700' SLY HORIZONTAL: N.T.S. DATE: 3-18 -17 INTERSECTION, 15' SLY. CURB NOSE � NORTH EL CAMINO REAL LLC. 'I 27H3 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL: N.T.S. R.C.E. NO.: C80503 _ I WAU CHRIS WIAUDl0&KU 260 - 062 -26 8c 29 ELEVATION: 140.779' ENGINEER'S NAME ExP : 3.31 -19 - DATUM: NAVD88 DATE DATE PLANNING CASE NO: 13 -038 DR. SHEET OF IQ W aIN _ i ER BEAM PLACEMENT #5 GRADE 60 LONGITUDINAL '! EPDXY COATED SOLDIER BEAM BARS AT 12" O.C. (TYP.) �; (SEE DETAIL 5 /SH8 FOR EXTENTS) 3/4 "x8" 0 WELDED NELSON STUDS @ 12" O.C. (STAINLESS STEEL OR DRAINAGE BOARD Et WATER PROOFING GALVANIZED) NOTES: 1. ADJUST TOP OF SHOTCRETE ELEVATIONS ACCORDING TO ACTUAL FIELD SURVEY. 2. SEE SOLDIER BEAM SCHEDULE ON SH9 FOR SOLDIER BEAM ATTRIBUTES. 3. WELD NELSON STUDS ACCORDING TO MANUFACTURER SPECIFICATIONS. SHOTCRETE FREEBOARD DETAIL (TYP.) N.T.S. 1/4" 4 " @12" O.C. � TIMBER LAGGING 7z 1.5" (MIN.) (SEE ELEVATIONS) Q�FESS /1 BEARING �`< `( P. �cO " C 80503 m 7 ANGLE IRON CONNECTION (SB #3 -6) H$ N.T.S. � S 3/1812017 Exp.3/31/19 ROY P. REED R.C.E. 80503 EXP. 3 -31 -2019 DATE cmA- CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: INITIALS INITIALS cHECj TIACEL S D BY: ENGINEERING DfVtION APPROVALS CITY OF ENCINITAS - DEVLOM €NT SERVICES DEPARTMENT DRAWING NO. INI DESCRIPTION: 2-1/2" "ENC -50 LS7322 2005 BRASS DISK PLANS PREPARED UNDER SUPERVISION OF / PERMANENT WALL FOR: LOCATION: NEAR EL CAMINO REAL N. END THIRD RECOM RD: APP OVER: 285 N. EL CAMINO REAL ENCINITAS, CA 92007 MEDIUM ISLAND S. GARDEN VIEW RD. 700' SLY HORIZONTAL: N.T.S. DATE: 3-18 -17 INTERSECTION, 15' SLY. CURB NOSE � NORTH EL CAMINO REAL LLC. 'I 27H3 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL: N.T.S. R.C.E. NO.: C80503 _ I WAU CHRIS WIAUDl0&KU 260 - 062 -26 8c 29 ELEVATION: 140.779' ENGINEER'S NAME ExP : 3.31 -19 - DATUM: NAVD88 DATE DATE PLANNING CASE NO: 13 -038 DR. SHEET OF IQ W aIN _ l 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 ARE 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 OR EXISTING 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. 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. 16. THE GEOTECHNICAL ENGINEER OF RECORD SHALL REVIEW Et APPROVE THE PERMANENT BEAM WALL PLANS PRIOR TO FABRICATION Et INSTALLATION. 17. THE PROPOSED GRADES, FLOW LINES Et TOP OF WALL ELEVATIONS SHOWN ARE FOR SCHEMATIC PURPOSES ONLY Et SHALL NOT BE USED FOR CONSTRUCTION PURPOSES. CONTRACTOR OR OWNER SHALL CONSULT THE CIVIL ENGINEER OF RECORD AND REVISE THESE PLANS ACCORDING TO THE EXACT ELEVATIONS. SHORING INSTALLATION PROCEDURE 1. FIELD SURVEY DRILL HOLES Et SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS Et DATA SHOWN OR AS 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. INST ALL SOLDIER BEAMS ACCORDING TO THE DETAILS a 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 BETWEEN INSTALLED SOLDIER BEAMS IN LIFTS NO GREATER THAN T -0" OR AS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. 6. BACKFILL ALL VOIDS BEHIND LAGGING WITH COMPACTED SOIL OR LEAN CONCRETE AS SPECIFIED IN THE DETAILS HEREIN. 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 8t VIDEO OF THE EXISTING SITE CONDITIONS. 3. MAXIMUM THEORETICAL SOLDIER BEAM DEFLECTION IS 0.75 -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 BY UNDER THE DIRECTION OF A LICENSED CIVIL ENGINEER, RETAINED BY THE OWNER MATERIAL SPECIFICATIONS 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. SHOTCRETE REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 (GRADE 60). STRUCTURAL Et LEAN CONCRETE A. STRUCTURAL CONCRETE: 1. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000PSI AT 28 -DAYS, W/C = 0.50. CONCRETE, PLACED BELOW GROUNDWATER, SHALL HAVE A COMPRESSIVE STRENGTH 1,000PSI GREATER THAN THE MINIMUM SPECIFIED. 2. CONCRETE MIX SHALL BE IN ACCORDANCE WITH ACI -318 Et 2013 CBC 1905 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 FOR WET 6 " -8" 8 4' -6" FOR DRY HOLES. 3. SHOTCRETE: SHALL BE PLACED ACCORDING TO ACI 306 Et HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000PSI @ 28 -DAYS (TYPE II /V CEMENT)- WHEN REQUIRED BY THE BUILDING OFFICIAL, A TEST PANEL SHALL BE SHOT, CURED, CORED OR SAWN, EXAMINED AND TESTED PRIOR TO COMMENCEMENT OF PROJECT IN ACCORDANCE WITH CBC SECTION 1913.5. ALL CONSTRUCTION AND EXPANSION JOINTS SHALL CONFORM TO THE REQUIREMENTS OF ACI 224. 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. 2 OR BETTER. 2. TIMBER LAGGING SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 USE CATEGORY 4A, WELDING 1. ELECTRIC ARC WELDING PERFORMED BY QUALIFIED WELDERS USING E70XX ELECTRODES OR CONTIUOUS WIRE FEED. 2. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING. CORROSION PROTECTION 1. EPDXY COATING: SOLDIER BEAM EPDXY COATING SHALL BE BITUMASTIC COAL -TAR EPDXY 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 FINAL BEAM TOPS SHALL BE PLACED 4- INCHES BELOW FINISHED GRADE 8t CUT ACCORDING TO THE PROPOSED BROW DITCH (SEE CIVIL) DIMENSIONS. STATEMENT OF SPECIAL INSPECTIONS VERIFICATION AND INSPECTION CONTINOUS PERIODIC CBC REFERENCE 1. Inspection of reinforcing steel X 1910.4 Maxium ' Toe Total Toe From To Beam Beam e Shore 1 Depth Drill Diameter Beam ;Beam X Qty Section ` Height Depot determine the temperature of the concrete. H 1 D - -- H +D r Dshaft - -- ft ft ft in 1 1 1 s I W 14 x 30 f 5.0 10.0 15.0 24 2 2 1 W 16 x 40 8.0 1 15.0 23.0 24 3 3 1 W 18 x 76 12.0 1 18.0 30.0 30 4 5 2 W 24 x 104; 14.0 21.0 35. 0 , 36 6 10 5 W 24 x 117 ` 14.0 21.0 35.0 36 11 11 1 W 24 x 104 14.0 21.0 35.0 36 VERIFICATION AND INSPECTION (OTHER ITEMS) 10. Observe drilling operations and maintain complete and accurate records for each X - 12 13 2 W 24 x104; 13.0 [ 22.0 35.0 36 14 14 1 I W 21 x 93 13.0 22,0 35.0 30 15 16 2 W 21 x 93 ' 12,0 23.0 35.0 30 17 17 1 W 18 x 76 ' 12.0 18.0 30.0 30 18 18 1 W18x76i 11.0 19.0 30.0 30 19 20 2 W 18 x 60 10.0 I 15.0 25.0 _ _ 30 21 21 1 W 16x 40 ; 9.0 16.0 25.0 24 22 22 ' 1 W 16 x 40 ' 8.0 1 15.0 23.0 24 23 23 1 W 14 x 30 6.0 10.0 16.0 24 24 24 1 W 14 x 30 4.0 10.0 14.0 24 FINAL BEAM TOPS SHALL BE PLACED 4- INCHES BELOW FINISHED GRADE 8t CUT ACCORDING TO THE PROPOSED BROW DITCH (SEE CIVIL) DIMENSIONS. STATEMENT OF SPECIAL INSPECTIONS VERIFICATION AND INSPECTION CONTINOUS PERIODIC CBC REFERENCE 1. Inspection of reinforcing steel X 1910.4 and placement. 2. Verifying use of required design mix. X 1904.2, 1910.2, 1910.3 3. At the time fresh concrete is sampled to fabricate specimens for strength tests, X - 1910.10 perform slump and air content tests, and determine the temperature of the concrete. 4. Inspection of concrete & shotcrete placement X 1910.6, 1910.7, 1910.8 for proper applicatoin techniques. 5. Verify use of required design mix. X 1904.2, 1910.2, 1910.3 6. Inspection of maintenance of specified X 1910.9 curing temperature and techniques. 7. Inspect formwork for shape, location and dimensions of the concrete member being X AC1318 6.1.1 formed. 8. Material verification of structural steel 2203A.1 a. For structural steel, identification markings X to conform to AISC 360. b. Manufacturer's certified test reports X 9. Inspection of welding. a. Multipass fillet welds. X 1705A2.2 VERIFICATION AND INSPECTION (OTHER ITEMS) 10. Observe drilling operations and maintain complete and accurate records for each X - element. 11. Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable) and adequate end X bearing strata capacity. Record concrete and grout values. 12. For concrete elements, perform additional _ inspections in accordance with CBC 1705.3 13. Verify excavations are extended to the X proper depth. 14. Verify use of proper materials, densities and lift thickness during placement and X - compaction of compacted fill. 15. Verify proper corrosion protection X for all steel elements DESIGN CRITERIA 1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE FOLLOWING GEOTECHNICAL REPORT: A. ADDENDUM INFORMATION EMAIL FROM GEOTECHNICAL ENGINEER PROPOSED BEAM WALL DESIGN PARAMETERS 285 NORTH EL CAMINO REAL PREPARED BY: SOIL TESTERS, DATED 10/10/16 3. SOIL DESIGN PRESSURES A. EQUIVALENT FLUID PRESSURE (STATIC) = 35PSF /FT B. SEISMIC SURCHARGE = 11PSF /FT (INVERTED TRIANGLE) C. PASSIVE EARTH PRESSURE = 400PSF /FT D. SLOPE SURCHARGE = 123PSF /FT E. LIVE LOAD SURCHARGE = 72PSF UNIFORM ■c ROY P. REED R.C.E. 80503 EXP. 3 -31 -2019 DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN S INITIALS CHECKED BY: INITIALS INITIALS ENGINEERING DIVFS ` , APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2-1/2" "ENC -50 LS7322 2005 BRASS DISK PLANS PREPARED UNDER SUPERVISION OF PERMANENT WALL FOR: LOCATION: NEAR EL CAMINO REAL N. END THIRD RECOMM APPROVED: 285 N. EL CAMINO REAL ENCINITAS, CA 92007 MEDIUM ISLAND S. GARDEN VIEW RD. 700' SLY HORIZONTAL: N.T.S. DATE: 3-18-17 1v INTERSECTION, 15' SLY. CURB NOSE NORTH EL CAMINO REAL LLC. '� Z %H3 -G RECORD FROM: COUNTY OF SAN DIEGO VERTICAL: N.T.S. R.C.E. NO.: C80503 STE E NOVdAK �` D�S{� 260- 062 -26 & 29 ELEVATION: 140.779' ENGINEER'S NAME EXP.: 3 -31 -19 �/ ��Z9•ZDiB' DATUM: NAVD88 DATE DATE PLANNING CASE NO: 13 -038 DR. SHEET 19 OF16 X1 5� 51 LEGEND (NEW PLANTING) PARKING LOT THEME TREE COMMON NAME SIZE SUCH AS: GEIJERA PARVIFLORA AU5TRALIAN WILLOW EVER. I - 241, BOX SLOPE SCREENING TREE5 COMMON NAME TIPUANA TIPU TIPU TREE EVER. 7 - 15 gallon 5LOPE 5GREENING SHRU55 COMMON NAME ACACIA LATIFOLIA 51DNEY GOLDEN WATTLE 24 - 15 gallon AOA\/E \/IGTORIAE REOINAE QUEEN VICTORIA AGAVE 22 -5 gallon RAPHIOLEPI5 INDIGA R05EA INDIA HAWTHORN 55 - 5 GAL, NA5ILLA TENU1551MA MEXICAN FEATHER ORA55 60 - I GAL. 1\1\lVv\/\ FICU5 REPEN5 CREEPING FIG I - 5 GAL. "I 2- -3 -6 RIVER ROCKS L?ANTANA SPECIES TRA I L I NO LANTANA FLATS 12 O.G. RIM11--III/ CALIPORNI,A PEBBLES 2 II THICK ALL LANDSCAPINO TO MATCH EXISTING EXISTING LIOTH POLES TO BE RELOCATED AS NOTED. (TYP OF 5) ALL LIGHTING FIXTURES SHALL BE DIRECTED AWAY FROM ALL PROPERTY LINES, ADJACENT STREETS AND RESIDENCES. AREA OF PROPOSED UNIT PAVERS ORCO OR APPROVED EQUAL i PROP05ED RETAINING WALL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ PROP05ED CMU PENCE 6'(H) MINIMUM DISTANCE TO STREET TREES TRAFFIC, SIGNALS (STOP SIGN) -20 feet - -- - — -- I UNDERGROUND UTILITY LINES - 5 feet ABOVE GROUND UTILITY STRUCTURES -10 feet /r I 44 C U ' X ALL DRIVEWAY(ENTRIES) -10 feet INTERSEC,TIONS ( intersecting curb lines of two streets) - 25 feet SCALE I/2 " =1' -0" SEWER LINE -10 feet EXISTINO \T REES kOTECT N GLACE• o.c. I FULLY GROUTED ?" C.C. 00 PSI MIN. p NOTES E=F= I� \ FI RELOCATED FDC's FOR (TYP) J BUILDING= "S" W/ SOLLDER& AS INDICATED 3" JEJ 0-1 RELOCATED FDG's FOR BUILDING= "G" "CONSTRUCTION IMPACT REPORT DATES OCTOBER 16. 201 ej � � 2 �C EE AND PREPARED BY BRADLEY CONSULTING OROUP IS HER 1= ❑ NEW FIRE HYDRANT PER INCORPORATED BY REFERENCE. zI I OMWD STANDARDS ii I CHANGE NO L� Y EX I STI NO PROTECT IN ,1 EXI5T'Gz PARKING= SPACE EXTENT OF WORK ,\0 r Q w''• EXIST'Gz PARKING= &PAGE 06 la DIRE�ONAL 51 :r �e A i 3' PCG VAL4NEY GxUTTER /rp Y �j p i Q 7 A4 i ��' Q r U Z 747 t 4 x it w- 1 FBI IS I I /I' ROVIDE V0 D EGTIO! MoT' R LE Mor` -ACE SPADE L�iTi» 49 48 L 4EEELSTO E=F= I� 3" T EE (TYP) J 1; — — - — 3" JEJ 0-1 EXISTING TREES\ \ � � No.0 °35373 �' � — I L ej � � 2 �C EE Ex p. N C I� PROTECT IN PLACE w � i dl zI I ii `i=J 44 145 `& O z_ u I. T' tL EX15T1 S O M DRAIN 20'1 -0" p _� A4 4" PERFORATEp SUBDRA TO R3 AIN FIRE N14TER SEE DETAIL. TYP. EASEI'I'IENT TYi� _ I ' II II I I x w n it 1 `W 19 ll� < J0 h 7�21 'I I l ` 1 II 22 I 24 2l 28 8" 7 i T EE 7 3" T EE I, — — - — 3" JEJ 0-1 EXISTING TREES\ \ � � No.0 °35373 �' � — ' L J F CE 'T" j 14 EE a YONET ..T.. L -1 s" TREE w 6� �I GONNEC7 4 "IPV TO i I zl N EXISTING= D AIN BOX ORM DR 29 AIA _ �� FW BOLLA D5 (TYP) FW 1 ELT CzU — -- — ry w 0 J LL 0zI 4 I 7*74 - - - -A -- -- FESSI 1 /� /� /� � I /� � I \ � LANDSG PINCz HICz ER THAN 3 FT , FAFTIAL LANDSCAPE FLAN � %1 / 6' TREE V O THIS PLA TER AREA _ xISTCz CURB TO iiEMA1N P E -CAST FI TERRA U IT �� SCALE : 1 " =10' -0" DESCRIPTION oI APPROVED DATE BENCHMAR { DESCRIPTION; 2- 112 ''ENC -50 LS7322 2005' BRASS DISK LOCATION; NEAR CL CAMINO REAL N. END THIRD MEDIAN ISLAND S. GARDEN VIEW RD. 700' SLY. INTERSECTION, 15' SLY. CURB NOSE RECORD FROM: COUNTY OF SAN DIEGO ELEVATION; 140.779' DATUM; NAVD 88 B S P R L WAGs RI 2 FILTERR MERIG ST 1 �� . — — - — 2 w No. l 8 2 0-1 EXISTING TREES\ \ � � No.0 °35373 �' � — – _.- \\ � � 2 �C EE Ex p. N C I� PROTECT IN PLACE w A CF CA��F AT \ SCALE CITY GEOTECHNICAL CONSULTANT DESIGNED DRA CHECKED Dv; ENGINEERIN'q DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. VR -F I VMRP I VR -F PLANS PREPARED UNDER SUPERVISION REC❑, ' APPR❑VEE: GRADING PLAN FOR; <z) �" DATE; 0,1, -15 -2018 285 N. EL CAMINO REAL ENCINITAS, CA HORIZONTAL; 1' = 92007 12783 -G lo' R.C.E. NO.; 35373 S E NOWAK dd �' y'�Z� CHRIS AGDOSKU �'L�� PARKING EXPANSION DATE SHEET 100E 10 VERTICAL; 1" = 10' VICTOR RODRIGUEZ- FERNANDEZ DATE DATE PLANNING CASE NO 13 -038 260- 062 -26 & 29