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2017-13641 SG (Plans) (2)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER, o \ OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAVID HOFFMAN @ (925) 285 -2143 DAVID HOFFMAN & DOMINIQUE RASH CONCRETE WASHOUT 1139 WOTAN DRIVE, ENCINITAS, CA 92024 J HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN 24 HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE (925) 285 -2143 %1 ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, ENCINITAS BLVD. OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES SITE ADDRESS g PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL - DURING THE RAINY SEASON OCTOBER 1 TO APRIL 15 . ALL NECESSARY MATERIALS SHALL BE 1139 WOTAN DRIVE 3 suauecr ( ) POSTASIGN DESIGNATING THE WASHOUT LOCATION. ENCINITAS, CA 92024 DRAINAGE NOTE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID APN: 259-261-02 a CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTION SITE ACCESS o F - NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS LEGAL DESCRIPTION A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT z rl TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL THE LAND REFERRED TO HEREIN BELOW IS AN APPROVED DRAINAGE FACILITY. ENGINEERING INSPECTOR. SITUATED IN THE COUNTY OF SAN DIEGO, PANELS /PLATES. STATE OF CALIFORNIA, AND IS DESCRIBED UTILITY NOTE AS FOLLOWS: w F 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO CONSTRUCTION VEHICLES THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. The Norther) 104 feet of the u 1 " A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES y Wester) 188.50 y u a ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. feet of Lot 5, Block "H ", Palomares Heights Y 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE Annex, in the City of Encinitas, County of San u o GENERAL NOTES REQUIRED BY THE CITY E Diego, State of California, according to Map a a ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN EROSION CONTROL thereof No. 2136 filed in the Office of the County CIRCUMSTANCES WHICH MAY ARISE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE g County, October 25, Recorder of San Diego Coun 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, 1928. \\ FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE - OWNER'S CERTIFICATE REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR VICINITY MAP INSPECTION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF N.T.S. 2. THE SOILS REPORT "PROPOSED RESIDENTIAL ADDTIONS - 1139 WOTAN DR.- 2/8/2018" PREPARED BY PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. THE SITE. EAST COUNTY SOILS & ENGINEERING; SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS SLOPE AT THE CONCLUSION OF EACH WORK DAY. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST CONTAINED IN SAID REPORT. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, to 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH UNNECESSARILY; THEY HELP DECREASE EROSION. DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING 9 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES GRADING. GRASSES TO SHIELD AND BIND THE SOIL. FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WITHIN THE PRIV TE PROPE Y PRPUBLIC EASEMENTS. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE y REPLACED OR REPAIRED TO CONDITION 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. GW U ©a> T SIGNATURE: DATE: Q T� SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS D HOFFMAN m EXISTING PRIOR TO GRADING. PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN ON -SITE CONSTRUCTION MATERIAL STORAGE 3 I IQ X51?? 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS SYSTEM. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL SIGNATURE: DATE: )` STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY DOMINIQUE RASH, DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL '*F •`� ENGINEER OR A LICENSED LAND 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES SOILS ENGINEER'S CERTIFICATE 'T / NOT BE MODIFIED WITHOUT PERMIT FROM THE CITY. KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. ` SURVEYOR. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN 1, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 11/11/2009 AND FOR SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AN UPDATE ON 12/10/2017. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. AND /OR THE TURF /LANDSCAPED AREAS. TRAINING RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SIGNED: SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. M o� SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE Mannadou Saliou Dialto, P.E. RpPESStq 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- CONSTRUCTION MEETING HAS BEEN Q N ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE WASTE MANAGEMENT RCE NO.: 546? 1, ISE-2?84 (06 12-I ; -IB ;c oU S. HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS IT TO AN ADEQUATE IMP/BMP. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION EXP. DATE: 1291 19 9.110 -19 ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE COMPANY: C. SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. w m 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ADDRESS: 18926 "" °T' &v -QAI Sl nTG I tNG i WITHOUT A PERMIT FROM THE CITY. r16E 4ROaO G 4 RtNa OEGruN 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE GA0466 GA 92"1 41sI 11401IN491EL ROAD i NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND SANMAIlMos CA 91tOb9 �O 1Z 4 WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. PHONE: (649) 099 88A l wl ®'A �3oz R TECH s' ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS OF CAEtFO� REQUIRE THAT THIS PLAN BE REVISED OR THATA SEPARATE ENGINEERING PERMIT BE OBTAINED. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES STATEMENT OF ENGINEER OF WORK AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMFIT WITH WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE BE PROVIDED STATING: "THE GRADING UNDER PERMIT ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER NO. -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCH' =CK OR REVIEW PERFORMED BY GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. NOT A DETERMINATION THE CITY OF ENCINITAS BY THE ENGINEER IS OPERATION. ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN IN IN THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY D OR ADEQUACY OF THE AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS THROUGH AN ADEQUATELY SIZED OIL1 GREASE SEPARATOR AND IS THEN FILTERED THROUGH A SITE. OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED REQUIRED FOR THIS STRUCTURE. PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING SURFACES. AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS ARISING OUT OF THE K PERFORMED BY THE ENGINEER. SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE SAN DIEGUITO WATER DISTRICT NOTES: ESS� FOR THEIR INTENDED USE. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST 4 kR( 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE SIGNATURE: / '� IQ�?�OgY J. /t y ONY J FIR ANEK DATE: 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE RESSTRUCT DRAINAGE AND PREVENT PO PROPERTIES OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 2, REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE (760 633 -2770. C 28 DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT ) 4630 BORDER VILLAGE RD; SUITE N -283, SAN YSIDRO, CA 92173 * MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NOTIFICATIONS (760) 415 -3611 C, ti8 DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS RCE 64428; EXP. 6- 30- 19OFCAI PROJECT. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY EARTHWORK DATA MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S STEEPEST EXISTING NATURAL SLOPE ON -SITE = N/A TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, MAXIMUM VERTICAL DEPTH OF CUT = GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: MAXIMUM VERTICAL DEPTH OF FILL = COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. A. SEWERS - CSD /ESD - (760)- 633 -2770 PLACE, SPREAD, WATERAND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. B. GAS & ELECTRIC - SDGE - (760 }438 -6200 CUT = 22 C.Y. FILL= 112 C Y; 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY C. WATER -SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 IMPORT= 90 C.Y. EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS REMEDIAL = 32 C.Y. (1' -6" REMOVAL AND RECOMPACTION UNDER AND 1' -6" OU-, IDE OF BUILDING AREAS) 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH D. TELEPHONE - SBC BELL - (760)- 489 -3411 SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 DISTURBED AREA = 2,800 SQFT. BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. BMP PROJECT STATUS AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE PHONE: (760)- 633 -2770. REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. ACCORDANCE WITH THE GRADING ORDINANCE. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN 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. T^ n' �D 16. ALL TREES, BRUSH, . GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED DIEGO GAS AND ELECTRIC VAULTS. 1 /'1' V /-1 OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT IMPERVIOUS AREA � D n 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4,520 SQFT APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY WAYS. IMPERVIOUS METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. IMPERVIOUS AREA AFTER CONSTRUCTION: 6,080 SQFT ENGINEER PRIOR TO THE DISPOSAL OFANY SUCH MATERIAL. INCREASE IN IMPERVIOUS AREA: 1,560 SQFT 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN IMPERVIOUS AREA REPLACED: 310 SQFT 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTEN ( WITH THE CITY'S URBAN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PARTS. PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. 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 3 °�3 -/g A 3 -% /B ���/i' ►l%�'7r..✓Cn�C! 3 /i3/t $, REMOVAL. IG DATE S N DATE SIGN DATE 1GN DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED MN 11 DRAWN Bv: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. TS TS T H of Ix. !z INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: DESCRIPTION: CITY CONTROL PT. 1030 /ENC -30 LOCATION: MELBA RD. PUBLIC WORKS DATE: 02/12/2018 ANTHONY J. HRANEK DATE 9 1139 WOTAN DRIVE, ENCINITAS, CA 92024 13641 -SC N: 1961044.005 ! E: 6250269.682 PLANNING R.C.E. NO.: 64428 �/Lq RECORD FROM: ROS NO.18416 CHRISTOPHER L. M DOSKU ELEVATION: 388.479 DATUM: NAVD88 REVIEWER JE ENS DAVID HOFFMAN & DOMINIQUE RASH CITY ENGINEER DATE INSPECTOR HONYJ. HRANEK EXP.: 6 -30 -19 DATE �5/tvk 16 DATE 3-�9 °2��6 APN: 259 -261 -02 SHEET 1 OF 3 LEGEND ---•— ' —' - -- PROPERTY LINE BUILDING SETBACK PROPOSED NEW BUILDING OUTLINE EXISTING CONTOUR LINE - - -- PROPOSED CONTOUR LINE DAYLIGHT LINE rTYF`J eP PROPOSED 6" DRAINAGE PIPE WITH 6" INLET PROPOSED 6" PERFORATED SUBDRAIN AND OUTLET PROPOSED MASONRY RETAINING WALL. PER SDCRSD C -3 EXISTTNG MASONRY RETAINING WALL (TO REMAIN) EXISTING 4' UTILITY PROPOSED RIP RAP DISSIPATOR EASEMENT PER DOC-= NO, 45926 REC, 2- 25 -12 EXISTING HOME - AREA TO REMAIN AS 18 1 1 1 t I I i l 1 1 I t j a i tJ l I i I i t I t i ' 1 259 - 261-03 j t ff F e f° J t r i 1 i i` i 3 3 I i I t S NOTE: NO EXISTING STORM DRAIN INLETS ON WOTAN DRIVE. DRAINAGE FLOWS SOUTH ON WOTAN TO SANTA FE OR, FLOWS WEST ON SANTA FE DR, 2 BLOCKS: THEN ENTERS CITY STORM DRAIN INLET ON MONTEREY VISTA WAY. ,' 't EXISTING GARAGE 4 HOME - _`'� yy`jj' /' " Tc REMA'N ' '°' `•' --r `' s. i i I i t II '` TO REMAIN AND REMODEL ' "I--- ±3'4_3 _ _IE 393_- ------------ -- - ------ 3e9. - - - - - - - - - - t j---��(j i I 1 S FG 393.8 TG 393.6 t E ,.....,i 115 38 II ' t y ( „^""" j 1 PROPOSED NEW CONSTRUCTION IE 3925 j 'T'� �1.' 1 t I ""'- i' S I AREA •_ IXIeY Nv, ruS2= { x I I I PROPOSED 6" SDR i to _ GUTTER e392.S :x :n' '= I t EXISTING AC PAVING DRIVEWAY -TO REMAIN �" "' �' �� ITW 394.6 pL�i[�..�39d 6 ! r `� ouTLFLOw PIPE t -.--Ga vE1 , "/} II$TING S GE POWER POLE It i DOIIMSPOUT se[M;r FG 393.8 3BW 393.0 .Y�' ":3940 I `. W �' 1 tt IE 385.0 I 4, (TO REMAI ,' .. EXISTING POROUS PAVERS j ,' ' i.'' t - „ - -1- ----7� ..............„ P EXISTING O �ERWEAD ELECTRICAL -f- SERVICE T BE CONVERTED 1 _ READER " h0 UNDERG � OUNO SERVICE AND METER PROPOSED PCC PATIO 4 DRIVEWAY '. I -✓� t \.r 1 I I s _. .'.' R(20Pf?SED cG .i,- 1 J ,- ...r�' I 4 $St NC EGE7ATiCXti y . 1 v 1 PROPOSED PAD: x393.8 t ; =<`a:.'° , ,. ,. .,' T.... 4 ..,.t?xx4�r,£R. SP 1 PROPOSED 51ORETENTION BMP AREA p�Tc, R IN t O, 9 v > .. -.w #�J" , f t PtkdPOSED FF +394.5 I Yw .�9"t- . ";..$w, 390.6 �, :..', ..,. -.:.;. ,..... , ... , . .:.,. .. , .:.�. " :,', _ � . , , '_ . � �� j PER DETAIL THIS SHEET t x [ - • .. , - ERDTED ) f2'-O —1 _I2' -O pw '.t '.EX,a$TiNGAC'Dl�$IVEWAY,'- PROPOSED 6" DRAIN INLET 1 ® 39' -11 �.zS��a' RT TO AS'`18'- FG FINISHED GRADE FF FIN15HED FLOOR FS FINISHED SURFACE IE INVERT ELEVATION TG TOP OF INLET GRADE HYDROLOGY NOTES: The project proposes a net increase in impervious area of area of 1,560 SF. The required BMP area for this increase is 63SF, based on the net increase of impervious area. The proposed BMP areas provided are 105 SF. INSTALL LARGE COBBLE OR VEGETATION ON OVERFLOW EDGES TO ENSURE EROSION DOES NOT OCCUR TO THE SATISFACTION OF THE 6 "W x18 "D INSPECTOR AND ENGINEER OF RECORD CONCRETE r r EXISTING 2' UTILITY EASEMENT PER DOC.= NO, 161112 REC. 9 -13-63 ' 2 LAYERR O 3/8 CsR AVEL <` t2" LAYER' OF 3/4" GRAVEL ,; , •• SEE NOTE BELOW BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE A MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 59. CLAY CONTENT. THE MIX SHALL CONTAIN 5096 -609 SAND, 2096-309 COMPOST OR HARDWOOD MULCH, AND 20% -309 TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL, THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE 51ORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. ALL 51ORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE. 5I0iRETENTION AREA DETAIL MONUMENT NOTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTS AND /OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTIVE LAND SURVEYING. A CORNER RECORD, OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR CIVIL ENGINEER, AS REQUIRED BY THE LAND SURVEYORS ACT. I NOTE TO CONTRACTOR UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREIN IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALSS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK ON ANY DISCRPEPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCIES. SCALE: 111 =101 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DE NED BY: DRAWN BY: cHTHKED Br: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. TS DESCRIPTION: CITY CONTROL PT. 1030/ENC -30 LOCATION: MELBARD. N: 1961044.005 / E: 6250269.682 RECORD FROM: ROS NO.18416 ELEVATION: 388.479 DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF / DATE: 02/12/2018 / (�� R.C.E. NO.: 64428 AN ONYJ. HRANEK EXR: 6 -30 -19 RECOMMENDED: APPROVED: AA— � JES _ S CH INA SKU / q A DATE 3/11 18 DATE 3 —/ /' 5 GRADING PLAN FOR: 1139 WOTAN DRIVE ENCINITAS CA 92024 ' ' DAVID HOFFMAN & DOMINIQUE RASH APN: 259 - 261 -02 1 3641 -$G SG PUBLIC WORKS ANTHONY J. HRANEK DATE CITY ENGINEER DATE PLANNING REVIEWER INSPECTOR SHEET 2 OF 3 NOTE: CONTRACTOR TO MODIFY CONSTRUCTION ENTRANCE AS NECESSARY, CONSTRUCT AND PLACE ALL SEDIMENT BARRIERS TO CHANNEL RUNOFF INTO APPROPRIATE COLLECTION AREAS (TEMPORARY DE- S(LTATION BASIN) O I Fr FAIN o. o. T GRAVEL BAGS PER DETAIL "A" THIS SHEET TEMPORARY CONSTRUCTION ENTRANCE - 2"-3" CRUSHED ROCK - MINIMUM (o" DEPTH SLOPE TO TEMPORARY DRAINAGE DITCHES AS NOTED TEMPORARY DE- SILTATION BASIN - 2 " -3" CRUSHED ROCK. MIN, 12" DEPTH TEMPORARY OUTFLOW PIPE LOCATED 6" FROM TOP OF BASIN. HYDRO- SEEDING AREA, STRAW MATTING USED IN ADDITION TO OR IN PLACE OF HYDRO - SEEDED AREAS - AS REQUIRED SILT FENCE - PER DETAIL "B" THIS SHEET —sT ST STRAW WADDLE, NOTE: STRAW WADDLE TO BE BURRIED 2" BELOW TOP OF GRADE. WOOD STAKES USED MINIMUM OF EVERY 8' TO SECURE WADDLE. DETAIL "A" - GRAVEL BAGS RU FF/ DETAIL "B" - SILT FENCING L SET POSTS AND EXCAVATE A 4" X 4" TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 11 11 GAP BETWEEN BAGS ACTS AS SPILLWAY TWO LAYERS OF BAGS WITH 2, STAPLE WIRE FENCING TO THE POSTS 3, ATTACH THE FILTER FABRIC TO THE WIRE PENCE AND EXTEND IT INTO THE TRENCH r NO. 4.) EtACKFILL AND COMPACT THE SOIL IN AND ADJACENT TO THE TRENCH, EROSION CONTROL SCALE: 1" = 10' -0" EROSION CONTROL DESCRIPTION I APPROVED I DATE I BENCHMARK DESCRIPTION: CITY CONTROL PT. 1030 1ENC -30 LOCATION: MELBA RD. N: 1961044.005 / E: 6250269.682 RECORD FROM: ROS NO.18416 ELEVATION: 388.479 DATUM: NAVD88 AS -BUILT APPROVALS PUBLIC WORKS ANTHONY J. HRANEK DATE PLANNING REVIEWER CITY ENGINEER DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT \DING PLAN FOR: 1139 WOTAN DRIVE, ENCINITAS, CA 92024 DAVID HOFFMAN & DOMINIQUE RASH APN: 259 - 261 -02 wl" DRAWING NO. 13641 -SG SHEET 3 OF 3 "' """""'" °1• `Qr;',NM" °T' ENGINEERING DIVISION APPROVALS RECOMMENDED: APPROVED: - r, JES E WENS CH�PHER L. MAGg DATE 3 /l1 /is s DATE 3 '1 /q -2bl- TS TS H INT DATE PLANS PREPARED UNDER SUPERVISION OF ol DATE: 02/12/2018 R.C.E. NO.: 64428 HONY J. HRANEK EXP.: 6 -30 -19 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT \DING PLAN FOR: 1139 WOTAN DRIVE, ENCINITAS, CA 92024 DAVID HOFFMAN & DOMINIQUE RASH APN: 259 - 261 -02 wl" DRAWING NO. 13641 -SG SHEET 3 OF 3