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2017-13606 SG (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 "PROPOSED SECOND DWELLING" PREPARED BY CHIN CHEN DATED 2/14/2017, AND UPDATE DATED --- - - - - -, PROJECT #1147A3 -17 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 OBTAIN ;D ROR, ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING „PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 13606 -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE 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 IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 3 N CHANGE NO o 'r' rL N M rl N p N Ww J o� DESCRIPTION APPROVED I DATE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PETER RODRIGUES AT, (760) 533 -7455 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION 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 THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR A TERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY T A RE REQUIRE T THIS Q �I 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 OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. BENCHMARK DESCRIPTION: MONUMENT "OC 145" LOCATION: RECORD FROM: RECORD OF SURVEY 17271 ELEVATION: 61.53 DATUM: NAVD88 STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY, LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. 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 (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - LEUCADIA WASTEWATER DISTRICT - (760)- 753 -0155 B. GAS & ELECTRIC - SDGE - (760) - 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - 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: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 2 845 SQFT IMPERVIOUS AREA AFTER CONSTRUCT.__II: ✓ SQFTA� q;643 S. INCREASE IN IMPERVIOUS AREA: _ , SQFTQ� B�Bs�C IMPERVIOUS AREA REPLACED: - 5QFTQ2,$4 SS•�C 4668S.tr. TOTAL OF NEWLY CREATED AND /OR REPLACED IMPERVIOUS AREA =� 't7)S,F. %\ LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL PR?VED BY: LWD DISTRICT ENGINEER C33692 7ETFM-T_WILStN, PE RCE DATE DEXTER WILSON ENGINEERING, INC. 6/3/2018 FIRM EXP. DATE JILT APPROVALS DESIG +1 ' A.19 PUBLIC WORKS DATE PLANNING DATE ticpFrrna FIELD OPERATIONS DATE . ZQ • (�tj CHECKED BY: INITIALS INT. DATE PLANS PREPARED UNDER SUPERVISION OF VA DATE: 2/2/2018 VA - ^�I n R.C.E. NO.: 26671 MICHAEL A. WUNDERLIN EXP.: 3/31/2020 LEUCADIA WASTEWATER DISTRICT NOTE OWNER PETER & NICOLE RODRIGUES 3520 CORTE ROMERO CARLSBAD, CA 92009 PHONE: (760)533 -7455 SITE ADDRESS 1569 LORRAINE DRIVE ENCINITAS, CA 92024 APN 254 - 030 -27 LEGAL DESCRIPTION A PORTION OF LOTS 4 & 5 IN BLOCK "F" OF MAP NO. 2078, IN THE COUNTY OF SAN DIEGO, FILED NOVEMBER 21, 1927 I \ I 1 ` �oz 1• z 3 PACIFIC OCEAN \1 LORRAINE DR. VICINITY MAP NOT TO SCALE SITE OWNER'S CERTIFICATE \'A 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 DEFENCE 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 T PER APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: DATE: SIGNATUR DATE: a OWNER: PETER RODRIGU S OWNER: NIC LE RODRIGUES SOILS ENGINEER'S CERTIFICATE I, 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 2/14/2017 AND FOR AN UPDATE ON . 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. C.Y. C04/1 ` HA REMEDIAL SIGNED: -C.Y. (3 REMOVAL AND RECOMPACTION , UNDER AND OUTSIDE OF BUILDING AREAS) RCE NO.: 34442 ()FESSIONq� EXP. DATE: 9/30/2019 QP o G1.11N F e 4 JOB #: 1147A3 -17 m m COMPANY SOILS TESTERS No.0034442 ADDRESS P.O. BOX 1195, LAKESIDE, CA 92040 *sr4,_ PHONE (619) 443 -0060 C1V�yFpQ� STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMP YMENT AND ARISING -ARRISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: 4� W 0� S/V,� DATE: 22018 MICHAEL A. WUNDERLIN RCE 26671, EXP. 3/31/2020 WUNDERLIN ENGINEERING, INC. QROfESSlpyq P.O. BOX 461300, ESCONDIDO, CA 92046 �e� °�� P• wutia Fy PHONE: (760) 743 -2238 EARTHWORK DATA * ezp STEEPEST EXISTING NATURAL SLOPE ON -SITE = 125 H 7' V �TATFOFICpI MAXIMUM VERTICAL DEPTH OF CUT = 2' \F��axP MAXIMUM VERTICAL DEPTH OF FILL = 5' DATE CUT = 30 C.Y. FILL _: 180 C.Y. IMPORT = 150 C.Y. REMEDIAL =_- -C.Y. (3 REMOVAL AND RECOMPACTION , UNDER AND OUTSIDE OF BUILDING AREAS) FOR MODIFICATION OF AN EXISTING LATERAL: WHEN WORK IS CONDUCTED IN PROXIMITY TO LEUCADIA WASTEWATER SEWER SYSTEM, CARE WILL BE TAKEN THAT NO DIRT, DEBRIS, EXCESS WATER OR GROUNDWATER WILL ENTER THE SYSTEM. THE CONTRACTOR WILL BE HELD LIABLE FOR ANY REQUIRED CLEANING OR REPAIRS. PLANNING DIVISION PARKS AND RECREATION , dgen WDEX SHEET Np, iZ�t!RKKS 1 ` MpT 51AEE-� / NDTES 1 WMG P(,RN - REPI,lkGED W W61 2A 3 MSION CDNZROL- KEPI.ACn wl 5N&u 3R 1F CKnSr SEC lnl - REFLACEP IN/ 50SLf 4A. BMP PROJECT STATUS ' STANDARD SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT l 3 r' 2 L?0111 SIGN TE SIGN DATE SIGN DATE SIGN DATE ENGINEERING DIVISION APPROVALS APPROVED: -� CHRISfOPHER MAGD KU V -/3 zc/k DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: 1569 LORRAINE DRIVE RODRIGUES RESIDENCE 13606 -SG APN 254 - 030 -27 PLANNING CASE N0: 17 -152 CDP SHEET 1 OF 4 \ POTHOLE TO VERIFY DEPTH TO FLOWLINE �< 0 iF EXIST. OVERHEAD UTILITIES SERVING THE PROPERTY TO �' REMOVE BE UNDERGROUNDED (TYP.) o }� v '00 1 PROPERTY LINE o° 0 20 94.87 END OF WA L c w w m ST. SEW R LATERAL S 64.b tG , a 0- a PER L DWG. S -25 Li of v, 121 2 �3 `1i ° d 20'° 46 °O / a v °' I'D v a a 30 N?N 17W T. 9 5.5% w 4. p a METER ° . 4% �F n EXIST. 1" ° 4 ° \ 00 o WTR. SERVICE ° a 4•?o 946 o (94.67) �- - LLI W m 0 r w a v 4 '4:8% 94 A ct: Wes- ° ,5_ 26 °DoU .0 a 15 \I o w (f) o v a 94.20 8. T� ° 4.2% 7 -5% MEXIST. CONC. CURB 9p 6ti d 93 v- - 94.1 2 AND WOOD FENCE S 94 6 TG 94 1 Lo (REMOVE AT DRWY.) �• 1 \ �� 2 2 "y Z ti 0 O Q co v. N ° 1 16 �° P.A. P.A. W 4 "SD ° ° cn 1.5 %v . 00 00 . ° 9 4 d. ° qW a. P.A. P.A. 4 6 8' 20' o r Q 94.11 94.1 24 a C 9Nyy 26 TG 4 TG t ~ 26 X � N j Q D 9�yh W ui co w N EXIST. CONIC. CURB IL AND WOOD FENiE CL 11 9 C) �aQ 1 `3n t I N 1 T rn EXIST. BAM I00 HEDGE REMOVE & REPLACE PAVERS EXIST. / PAVERS EXIST. SINGLE STORY RESIDENCE EXIST. FF =94 60 FF =94.60 AD =93.93 STEP IN EXIST. � REMOVE EXIST. SLAB & FOUNDATION 14 q° U I LSIDE Y PLANTER EXIST. CONC. CURB g3.5 TG g IL S o I 99 0 AND WOOD FENC TO BE REMOVED'-/ 18 9.9 , EXIST. FENCE JS� 67y �, TO EMOVED WALL NOTE NO WALL /FENCE COMBINATION ALLOWED OVER 6' HIGH EASEMENT DATA FENCE -\ 1 5't 2' 9 i i i NN 0 SIDE YARD EXIST. OD FENCE 90.5 TG • _ . DRAIN TO BE REMOVED 92.0 ■ E - " �I ; _ r re�i�eee��� �ev��e■eo•�� ■�ie���i� ���� rr i ■�e� �' � mow_ �- �! 1 S'ii�o�_- I■�I'�ii'e ■E�I■Is�■i ®�, ■s..■i ® I ■ ■�� ■ ■ ■ ■■� ■� ■ ■ ■■i ■�� ■ ■er ■■ ' Iriii■ ■nil IIIII , ■ ■ ■�I ■11■ ■I ■rl ■ "�'Ji�ll� ■I /7 I ■i ■ ■ ■..i ■I ■ ■ ■�..i ■� \■�■ ■`Jri " -i ■6■ 1 ■ ■ ■I� ■s ■�1li ■ ■ ■ ■ ■�■I l�C� ' . �`J ■ ■ ■ ■ ■ ■�I ■ ■ ■ ■ ■ ■II ''� ■ ■ ■ ■ ■ ■ ■■ ■. �.�i11 - -I _-■fi ■liii�■ii, 'viii �i .F■ ■e_ = =' :e■ ■ ■ ■� ■� ■ ■ee ■�!5� ■_ e , ■■il�>t■Is■ EXTTIO WALL ' /CrIST p e GUEST USE PROPERTY SLAB ON GRADE/ TW EXIST. 6" ATRIUM DRAIN ER GRADING PLAN 13102-G NEW CONCRETE i - - -- 4D Oil SLAB ON • GRADE •� .��r0� •� PA tr�t all ® •� 1 •` Ilk a: REMOVE - 6' FF =93.84 va .6 4, ° a a 5PA u, 6y 414 _ .:zI v n v. MEMO I ■■■■Iril ' .ji m i0 ■■I !c'� !� ■_ � 474�55'26"E 145.43 I-INE 93.5 TG 4 ('4 I 4: 9 BIORETENTION AREA I nl I _ zl I ° .0 PER SECTION D BELOW f EXIST. 6" ATRIUM DRAIN a 4 ° FG� 86.57 a ' PER GRADING PLAN 13102 -G 4, (87.87)TG, (87.09)FL. a STACKABLE BLOCK WALL I 4 a KEYSTONE OR EQUAL g1SvT. DECK ° °a POOL TOP -87.6 ZOs II a q as .', q�� cn� � w. FG�•87.00 �' I I ° P b J 4 W W W 8y2W g y F. I SCREEN PUMP 11 T�1 WALL PER GRADING PLAN 16 k 4, 13102 -G, SEE SECTION B PD0L EQUIP. °II,O X00 W W y W W !W. a 1 % MIN. PLANTER � 9 >, .k , '� �� Aa • 7 $� � � � � ° } y W W 8g I �� N J J J• J� ' / ® W �••� I �V 8 11 SD � � 8 "S D 8 11 SD -. I 7 m `9Q EXIST. OD FENCE a y^1 �6 I 14 sa TO BE VED �� 0� 'h 14 °o°` .� ro 3 CONSTRUCTION NOTES: 0 1 1B',WIDE CONCRETE DRIVEWAY 2 STEPS; 2,7" RISERS, 12" RUNS 3 STEPS; 7" RISERS, 12" RUNS 4 EXIST. PAVERS TO BE REMOVED 5 EXIST. CONCRETE TO BE REMOVED 6 EXIST. WOOD DECKJO BE REMOVED 7 STEPS; 9 -7" RISERS, 12" RUNS I FINVFLINI1 ` 8 RETAINING WALL PER C -4 (5' -4" MAX.) QA EXISTING 28' PRIVATE ROAD EASEMENT PER DEED I ll.y LINE \• RECORDED APRIL 20, 2004 AS DOC. NO. 2004- 0344605 PROPERTY LINE ? 9 CONCRETE WALK OR PATIO RETAINING WALL q PAVERS DENSE, DEEP - ROOTED, alb' 1 A� 10 OUTSIDE STORAGE ;� N © EXISTING 10' EASEMENT TO SAN DIEGUITO IRRIGATION DISTRICT PER SDRSD STD I1y33 ��. goo , FF =94.60 DROUGHT TOLERANT SHRUBS 9ti 11 EXIST. PALM TREE TO REMAIN PER DEED RECORDED DEC. 20, 1948 IN BK. 3054, PG. 400 , SUITABLE FOR WELL DRAINED 3 P C AIN 2" GRAVEL, 12" THICK 12 STEPS; 4�6" RISERS, 11�RT'NS� EXIST. G D 926 SOILS• INCLUDE 2 " -3" 8 © EXISTING EASEMENT FOR ROAD, WATER PIPELINES, GAS AND ELECTRIC LINES � - � 1 88.0 FL. F-1- a 13 EXTENDED FOOTING INCORPORATED INTO BUILDING RECORDED DECEMBER 4 1956 IN BOOK 6367 PAGE 161 OF OFFICIAL RECORDS HARDWOOD MULCH I o EXTENDED FOOTING EXIST. 6 ATRIUM DRAIN 14 RETAINING WALL PER SDRSD STD. 03 z D EXISTING SDG &E EASEMENT FOR AERIAL AND UNDERGROUND UTILITIES 8 } y (GRAPHICAL ONLY, REFER X82 �I? 6, 87.87 TG; 87.09 FL. - o !f ✓;.. SURFACE FLOW 71y' ( ) ( ) 15 6" WIDE TRENCH DRAIN, 15 LONG, 94.20 TG zo a RECORDED SEPTEMBER 20, 1949 IN BOOK 3324, PAGE 133 OF OFFICIAL RECORDS 6 STORM DRAIN ` TO FOUNDATION PLANS) EXACT LOCATION AND WIDTH IS NOT SPECIFIED SECTION A �r� �/` '`c O EXIST. 8° CMU SCREEN 16 4" PVC SDR35 PRIVATE STORM DRAIN ® 2% MIN. z C WALL PER GRADING PLAN 1 DISTRICT TO UPGRADE TO DUAL METER PER W.A.S. WS -09 w w SCALE: 1 ° =5' 13102 -G, SEE SECTION B SURVEY MONUMENT NOTES STACKABLE BLOCK WALL AT OWNER'S EXPENSE; INSTALL TRAFFIC RATED BOX z o d FENCE 2.8' KEYSTONE OR EQUAL DURA -DRAIN INLET PER P -6 c) O r EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN- PLACE. PROPERTY LINE EXIST. 0 5 10 19 " PVC SDR35 PRIVATE STORM DRAIN ® 1% MIN. w m c ANY MONUMENTS DISTURBED OR DESTROYED SHALL BE REPLACED PLANTER REL WALL cc o �% 0 PE US PAVERS, SEE DETAIL ON SHEET 3 z BY A LICENSED LAND SURVEYOR AND A CORNER RECORD FILED 2 h PATIO SCALE: 1 " =5' �• ` STACKABLE BLOCK WALL WITH THE COUNTY OF SAN DIEGO. 9 °j 21 EXIST. R C.O. PER LWD STD. DWG. S -25 x o RETAINING WALL 43 9 CONCRETE KEYSTONE OR EQUAL. W m CL SURVEY MONUMENTS PER RECORD OF SURVEY 18506 ARE FERENCED ENGINEERED SOIL MIX 22 CONNECT DRAIN TO PRIVATE STORM DRAIN 0 z PER SDRSD STD. 03 8 12 CLEAN, WASHED 3/4 "GRAVEL 24" ENGINEERED SOIL BY VOLUMES: AND SHOWN ON THE PLAN AS FOLLOWS: 3 FENCE ON TOP WALL; 6' MAX. TOTAL HEIGHT D ? 9j EXTENDED EXIST. UNCOMPACTED SOIL -65% SAND 3 a a Q 3/4" IRON PIPE W/ PLUG MARKED LS 6287 R OF S 18506; EXIST. GROUND B� FOOTING -20% SANDY LOAM 24 4" ATRIUM DRAIN NOT FOUND; WILL BE REPLACED & CORN ECORD FILED. -15% COMPOST EXIST. OVERHEAD UTILITIES SERVING THE 25 EXIST. PALM TREE TO MOVED 8 "t� "•• EXIST. GROUND SECTION D PERCOLATION RATE 5in /hr: SUSTAINED; PROPERTY TO BE UNDERGROUNDED (TYP.) 26 WATERPROOFING; SEE BUIL PLANS FOR DETAILS 2❑ LEAD W/ TAG MARKED LS 6287 IN F FOOTING PER R OF S 18506; NOT FOUND; WILL BE REPLACED RNER RECORD FILED. 8 STORM DRAIN 8 PVC SDR -35 PRIVATE STORM DRAIN @ 1% MIN. 3Q 3/4" IRON PIPE W/ PLUG M LS 6287 PER R OF S 18506• SECTION 13 B I O R E T E N T.I O N BASIN DETAIL MUST USE CITY APPROVED VENDOR 0 INDICATES EDGE OF EXISTING SLAB 8 3" PVC OUTLET DRAIN rn 3 NOT FOUND; WILL BE REP & CORNER RECORD FILED. SCALE: 1"=5' SCALE: 1 " =5' TO BE REMOVED CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 00 °° N M i o w N f- w o I 1 t 17 DESCRIPTION: MONUMENT °OC 145" LOCATION: RECORD FROM: RECORD OF SURVEY 17271 ELEVATION: DATUM: NAVD88 `� INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: .2 -Z- 1$ R.C.E. NO.: 26671 o MICHAEL A. WUNDERLIN EXP.: 3 31 2020 RECOM ENDED: APPROVED: A JES 0 NS CHRISTOPIHER MAGDOSKU L `V3 72avg DATE DATE GRADING PLAN FOR: 1569 LORRAINE DRIVE RODRIGUES RESIDENCE APN 254 - 030 -27 PLANNING CASE NO: 17 -152 CDP 13606 -SG BLIC WORKS ENGINEER'S NAME -,PLANNING REVIEW GINEER DATE INSPECTOR SHEET 2 OF 4 POTHOLE TO VERIFY \ DEPTH TO FLOWLINE i� m p/F � M EXIST. OVERHEAD UTILITIES SERVING THE PROPERTY TO REMOVE EXIST, BAMBOO HEDGE BE UNDERGROUNDED (TYP.) o F�y> 93.4 TG 18 REMOVE& REPLACE PAVERS o e.� Cs, - � 0 �y y� EXIST. WOOD FENCE ��� �3 TO BE REMOVED I 0 h o 92.1 TG 0 I I �1 1 PROPERTY LINE o°'� O `' 9 a o `"/ SIDE YARD o 20 °j Q, 4 SETBACK °o,` 3 14 0 0 92.0 TG o ti o, � 94. �P'S� ^•v' 20 9 �,o0 92.1 TG 18 18 18 � °' �•� 2 I •.• 87 END OF WALL o o N74'55 26 E 145.32' I EXIST. 6' ATRIUM DRAIN 6 "SD , 1 6 "SD 8 °SD - 8 "SD 4° <1 8 SD; 8 "SD 1 PER GRADING PLAN 13 Lo m EXIST. SEW R LATERAL 19 g a ° a ✓ �` v ?? 1 �ro`b I 1 (87 84 TG (87 05 FL �- 9 " 17� a r- PER LWD STD. DWG. S -25 S 6 �' 1% o ° h 1% ti - d EX /ST. 9 w ¢ MiN. q ' n a� <1 0� dp 9 1 g2. O d ° GDMC. :�� 1 -- r -� { 1 k 1 3 9ti' - - -` ° - - - - - EXIST. CQNC. a REMOVE I I �3o a © ° 20' I I 20 4 r' 4 0 ® 13 It w¢ r EXIST. 9N' 6 v a 4 °94.1 TG a 6 30 EXIST PAVERS (yo w 2 4 1 x w `-' 17 WATER g 5 d 18 ab 8 11SIVIST PAl/ ° I 5.5 %' N 1 -� w w o METER F' ° 4 %. �a 9? a I I n EXIST. 1" 0 4 v' ° / I a 18 92.0 TG PROPERTY LINE co g \ EXTEj210R WALL pp� GUEST � USE °� 14 o WTR. SERVICE a r4'?0, ° c f 9� FF 2.50 I v ' d ` ate ; g2S ° �� D=91.83 GRAD 7 " a 4 00 1 I� 3 � v F ° a 94. S 3 o (94.67) v 4.53\_ - - - - - - - - - - -, ° a 12 4 LAB ON GRAD I gti. 9 ° ° I. r, I a¢� CN 4 '4:8% C- A I 1 %� v a4J o % 13 a. o �h1 7 922 pI w 3 00 v 1 5y 9-4 26 A I ° 1 0, • / STEM W d m \ 68 3 0� Q I Z a TOP= .90 13 9p v g 04 00 w_ � a 15 d ° \�J% °I I a . o 8 9 a }4 16 cS7 g S TW °af va a o v �d "SD W I x z N a T_ 2p 8 I o 2 41x7 I I EXIST. 6" ATRIUM DRAIN Ill" w 4 rG. v ° a D ° 4 PER GRADING PLAN 13102 -G u 4.2% v gN•. ° I b �1 (87.84)TG, (87.05)FL. v a d NEW CONCRETE N D STEPS p D ° I8 8.67 FF =94.60 I d . �� STEP �� " "SD ~ ` EXIST. CONC. CURB 6ti 4 g3,� dv 1 0, o M AND WOOD FENCE gN a pL - 9 6 94.1 24 94.1 I SLAB PADO93 93ADE I 9� a ° ° a a ° ° . P ' W Wl' W W 9111 Lo (REMOVE AT DRWY.) v d 0 26 TG 24 © o P o P P ao CONC�CAP Z 1 Q I A, gN6 EXIST. SINGLE STORY RESIDENCE I EXIST. DECK v EDGE OF °' 4' co v' O c ° ui rI 16 4a P.A P.A. EXIST. FF -94.60 I ; (93.6 CONC. PATIO 90.4 TG 18 16 1 '"9.5'� y I I N W P.A. 4 "SD ° ° gN60 I a POOL 4 D W W W W W W 1 N � FF =94.60 a � z •� W �• FGA 7:00 �• v ° a0 1 aO I a 9 g PAD =93.93 I I v' 4 ° a g ° 10 �RRRD W W �7 1 2" GRAVEL, 12" THICK 1. LLI 4 P h •y q I REMOVE I a a �, o ARTIFI L SETBACKI v N 0 D z k TURF I M o 9 W W W J P.A. P.A. 26 EXIST. FF =93.84 a 6 4 v° a SPA ° Q ° w D n o s. W W W W W °I I 8 20 �°/ I I ' VANISHING -1 .v 94.124 94.124 N60 a d 16 26 TG 26 TG r a 1 0 ° ° ° EDGE w 1 o EXIST. SLAB I 26 0 90-- T, 18 I \ W W W O y }} NI t8 90.3 TG y W W �I I D �• �i �� Rf � I I W W W Z w I 4. rn p D g1.2 91.2 Z � '� �' �' �' � EXIST. 6" ATRIUM DRAIN W g REMOVE EXIST. SLAB a v P P w N rl & FOUNDATION 4. c v PER GRADING PLAN 13102 -G W v d < Q ° ° a d ` y y W W i W y W ♦ .� (87.87)TG, (87.09)FL. POOL w EXIST. CONC. CURB -- 1 O 4 v °. c STAC BLE BOCK WAS W W W W W W W 1 F�YIST. DECK ° a a 19� R'' BIORETENTION AREA AND WOOD FEN IE �o. ° d 4 A. 4 a\� TOP =87N6 W W W y I KEYST \E 0 EQUAL. 2� PER SECTION D BELOW CL J11 9 pJ a v gN 4� gN Nq a v.' ° W W FG "87.00 W I FG =86.57 Ooi i \ VQ D .. ° ° 4 UI I. W W9.5W W W 1 A \ 10 20 A 6 26 9N6�' uo P . Ap P° a 1891:1 TG 11 zo«l! I ' W W W W W W . W y EXIST. 8" CMU SCREEN 2 94.2 TG 18 13 PUMP ° P PUMP . a I <f ° { y �' W W �t96� I I WALL PER GRADING PLAN �? I.- I 13102 -G, SEE SECTION B PLANTER I� ° _ 2 v P "PO.OL EQUCP. P 4 a W W W w W _ _ - Z -_ a D (�(���/�' 9i -O a W1Yti' 1 % W < ° a g 00 1893.5 TG n 3 a c� N °w g 4. 9 in B V 1% MIN. 'a N• VJ t ''A i pp- p g >% 4 ' B °SD -_ U "SD c, 8 "S D. W W W W W W V W ONES= A N74'55'26 "E 145.43' � t o o . 98 R o EXIST. WOOD FENCE a o g4•y TW 14 �,� SIDE YARD a I PLANTER'S 14 so TO BE REMOVED ^� 14 4' °' 3 I 3 BW EXIST. CONC. CURB ` SETBACK °j 9A PROPERTY LINE 93.5 TG g3 y AND WOOD FENCE 93.5 TG 18 gg 9� •O 18 TO BE REMOVED 9�ss EXIST. WOOD FENCE SBA �� o �' TO BE REMOVED Q m rn 00 CONSTRUCTION NOTES: cn 1 16' WIDE CONCRETE DRIVEWAY g� ° 2 STEPS; 2�7" RISERS, 12" RUNS WALL NOTE 3 STEPS; 3 -7" RISERS, 24" RUNS NO WALL /FENCE COMBINATION ALLOWED OVER 6' HIGH 4 EXIST. PAVERS TO BE REMOVED N 5 EXIST. CONCRETE TO BE REMOVED d. 6 EXIST. WOOD DECK TO BE REMOVED 0 EASEMENT DATA FENCE 4.2' 7 STEPS; 9 -7" RISERS, 12" RUNS .� 1. 5,:E 2' DENSE, DEEP - ROOTED, PROPERTY 8 RETAINING WALL PER C -4 (5' -4" MAX.) rl AQ EXISTING 28 PRIVATE ROAD EASEMENT PER DEED DROUGHT TOLERANT SHRUBS 011.5 LINE 9 CONCRETE WALK OR PATIO co RECORDED APRIL 20, 2004 AS DOC. N0. 2004- 0344605 PROPERTY LINE 2-' PAVERS SUITABLE FOR WELL DRAINED 1' 10 OUTSIDE STORAGE w o RETAINING WALL gg SOILS; INCLUDE 2 " -3" 1Q NN z N QB EXISTING 10' EASEMENT TO SAN DIEGUITO IRRIGATION DISTRICT 33 y. FF =94.60 9.5 g2• 11 EXIST. PALM TREE TO BE REMOVED® p rn PER SDRSD STD. 03 IW o A HARDWOOD MULCH PER DEED RECORDED DEC. 20, 1948 IN BK. 3054, PG, 400 92 O 9TH 3" PVC DRAIN 8" 2" GRAVEL, 12" THICK 12 STEPS; 4�6" RISERS, 11" RUNS a EXIST. GROUND 6� lly © EXISTING EASEMENT FOR ROAD, WATER PIPELINES, GAS AND ELECTRIC LINES _ 88.0 FL. I-l- 13 EXTENDED FOOTING INCORPORATED INTO BUILDING RECORDED DECEMBER 4, 1956 IN BOOK 6367, PAGE 161 OF OFFICIAL RECORDS „ EXTENDED FOOTING. 0� 1 1 EXIST 6" ATRIUM DRAIN 14 RETAINING WALL PER SDRSD STD. 03 C5 o 8"± `� GRAPHICAL ONLY REFER ARTIFICIAL ® e z e� z o QD EXISTING SDG &E EASEMENT FOR AERIAL AND UNDERGROUND UTILITIES ( ® �I- (87:87)TG, (87.09)FL. 15 6" WIDE TRENCH DRAIN, 15 LONG, 94.20 TG RECORDED SEPTEMBER 20, 1949 IN BOOK 3324, PAGE 133 OF OFFICIAL RECORDS 4" STORM DRAIN tl "� T TO FOUNDATION PLANS) TURF &� - 1 " i6 4" PVC SDR35 PRIVATE STORM DRAIN ® 2% MIN. zo EXACT LOCATION AND WIDTH IS NOT SPECIFIED SECTION A 1s CONC. CAP c •o T EXIST. 8 CMU SCREEN ? U SCALE: 1 " =5' STACKABLE BLOCK WALL 1N3102PG, SEED ECTIONNB 1 AT OWNER'S EXPENSE; INSTALL TRAFFIC PRAT D BOX WS 09 ww SURVEY MONUMENT NOTES FENCE KEYSTONE OR EQUAL ©18 4" AREA DRAIN CD EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN- PLACE. PROPERTY LINE -EXIST. 0 5 10 19 4" PVC SDR35 PRIVATE STORM DRAIN ® 1% MIN. w ANY MONUMENTS DISTURBED OR DESTROYED SHALL BE REPLACED 20 PERVIOUS PAVERS, SEE DETAIL ON SHEET 3 z d- BY A LICENSED LAND SURVEYOR AND A CORNER RECORD FILED 2 00 ` ` ` STACKABLE BLOCK WALL 21 EXIST. SEWER C.O. PER LWD STD. DWG. S -25 - X 9 k• PATIO SCALE: 1 " =5' WITH THE COUNTY OF SAN DIEGO. 46 °� KEYSTONE OR EQUAL' w SURVEY MONUMENTS PER RECORD OF SURVEY 18506 ARE REFERENCED RETAINING WALL Jly C� CONCRETE ENGINEERED SOIL MIX 2 CONNECT ROOF DRAIN TO PRIVATE STORM DRAIN o m AND SHOWN ON THE PLAN AS FOLLOWS: PER SDRSD STD. 03 12 CLEAN, WASHED 3/4 GRAVEL 24" ENGINEERED SOIL BY VOLUMES: z 3 FENCE ON TOP OF WALL; 6' MAX. TOTAL HEIGHT D o g EXTENDED EXIST. UNCOMPACTED SOIL -65% SAND � a 3 4 "IRON PIPE W PLUG MARKED LS 6287 PER R OF S 18506; / 24 4" ATRIUM DRAIN Q / ' / EXIST. GROUND 8� FOOTING _ -20% SANDY LOAM NOT FOUND; WILL BE REPLACED & CORNER RECORD FILED. �- -15% COMPOST EXIST. OVERHEAD UTILITIES SERVING THE 2 EXIST. PALM TREE TO BE REMOVED 8 "t� °.'' EXIST. GROUND SECTION D PERCOLATION RATE Sin /hr. SUSTAINED; PROPERTY TO BE UNDERGROUNDED (TYP.) 26 WATERPROOFING; SEE BUILDING PLANS FOR DETAILS 2❑ LEAD W/ TAG MARKED LS 6287 IN FENCE FOOTING PER R OF S 18506; MUST USE CITY APPROVED VENDOR NOT FOUND; WILL BE REPLACED & CORNER RECORD FILED. STORM DRAIN B I O R ET E N T I O N BASIN DETAIL m 8" PVC SDR35 PRIVATE STORM DRAIN ® 1% MIN. 30 3/4" IRON PIPE W/ PLUG MARKED LS 6287 PER R OF S 18506; SECTION B ® INDICATES EDGE OF EXISTING SLAB 8 3 PVC OUTLET DRAIN NOT FOUND; WILL BE REPLACED & CORNER RECORD FILED. „ SCALE: 1 ° =5' TO BE REMOVED 29 3/4" GRAVEL SCALE: 1 =5 3 tvd / Xgmr NCHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECK Li ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. rnQ o°' 1 BIORETENTION BASIN MOVE WALL ADD POOL -° INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: �M AS -BUILT PLAN (L p.�c� DESCRIPTION: MONUMENT OC 145 1569 LORRAINE DRIVE ! LOCATION: ��-1} i9 PUBLIC WORKS )VA - DATE: � �o RECORD FROM: RECORD OF SURVEY 17271 E 1 E ' N ME DATE PLANNING n/q JESSE OWENS J. w��„�.�R RODRIGUES RESIDENCE 13606 -SG Li N ELEVATION: 61.53 a R.C.E. NO.: 26671 APN 254- 030 -27 J DATUM: NAVD88 0 • REVIEWER n ✓ /!�1, / 1 I EER DATE INSPECTOR �/�[ TT �q MICHAEL A. WUNDERLIN EXP.: 3/31/2020 DATE DATE PLANNING CASE NO: 17 -152 CDP SHEET 2A OF 4 3 w m o N M �I n � o N w w J o� 10( 9; 91 R wj Up ID_ %mp r (PF 34 44 BEDDING COURSE THICK -6 1/8" TO 3/8" (No. 8 REGA CHOKER COURSE - 4" THICK OF TO 1/2" (No. 57) CRUSHED ROCK- Mi. 6" THICK OF 3/4" (No. 2) CRUSHED ROCK PERVIOUS MORTARLESS BRICK PAVER TO MEET AASHTO H -20 & HS -20 LOADING REQUIREMENTS, 3/8" VOID (RATED TO 75,000 LBS.) DO NOT SEAL PAVERS NOTES: NOT TO SCALE 1. ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, 2. THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN 3. EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT 4. NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED 5. SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSI fL 6. A REDUCED STRUCTURAL SECTION AND ASHTO RATING BE USED A FS FINISH SURFACE E SYMBOL DESCRIPTION QUANTITY GU EXISTING CONTOUR 90 6 EXISTING SPOT ATION 6� PROP 'SPOT ELEVATION - EARTHEN SWALE / DRAINAGE DIRECTION CONCRETE SIDEWALK PROPERTY BOUNDARY ZJ PROPERTY LINE LORRAINE BUILDING FOOTPRINT 950 S.F. BUILDING WATERPROOFING ® TG TOP OF GRATE FL. FLOWLINE TW TOP OF WALL BW BOTTOM OF WALL TF TOP OF FOOTING FG FINISH GRADE FF FINISH FLOOR FS FINISH SURFACE E SYMBOL DESCRIPTION QUANTITY GU CUT /FILL SLOPE 30 C.Y. CUT 180 C.Y. FILL CONCRETE DRIVEWAY 370 S.F. EXIST. EXTERIOR WALL CONCRETE SIDEWALK 120 S.F. PROPERTY LINE LORRAINE CONCRETE PATIO (BACK YARD) 950 S.F. ® PERVIOUS PAVERS 650 S.F. RETAINING WALL 800 S.F. ® 4" ATRIUM DRAIN 4 EA. ® 12"x12" DURA -DRAIN INLET PER P -6 5 EA. 4" PVC SDR35 PRIVATE STORM DRAIN 60 L.F. 6" PVC SDR35 PRIVATE STORM DRAIN 83 L.F. 8" PVC SDR35 PRIVATE STORM DRAIN 107 L.F. ® 6" WIDE TRENCH DRAIN 19 L.F. BIO- FILTRATION TREATMENT AREA 260 S.F. zu FENCING ON TO OF WALL 250 L.F. ATERPROOFING SEE SEE SHEET 4 FOR EROSION CONTROL ITEMS I LV NEW EXTERIOR WALL EXIST. EXTERIOR WALL J J PROPERTY LINE LORRAINE a a J TT 1( J i MAIN HOUSE NEW EXTERIOR WALL GUEST HOUSE zu ATERPROOFING SEE w EXIST. PVMT. ' CONC. DRWY. I ARCHITECTURAL PLANS CONC. w { A 4 p 6 9y PROPERTY LINE -� - -- TRENCH DRAIN •. - EXaST -FF=9-0 6 TO BE REMOVED — — — — — — _ EXIST. FF =93.94 - ---- - - - - -� EXIST. DECK TO - ;; - `V• �• CONC. PATIO 42 FENCE g1• ...•..,..... 10 HE REMOVED r _ EDP - - -- - 9 I EXIST. 8 WATER AJIF — — —�— — — — — — — — �T 91 PATIO EXIST. GROUND — -- I XIS T. ' CMU SCREEN EXIST. 8" SEWER _-= = AtL- P[R- GRAflHd>; --PLA 13102 SEE SECTION -G,- - ZOO"" 85 NOTES: 1. FOOTINGS ARE SHOWN FOR A GRAPHICAL 85 SECTION C _86 E IS WALL 8! RET. KtrKtJtNIHIIUN; INUI FOR VUNSIKUUINN UIMtNJIUNJ SEE BUILDING FOUNDATION PLANS FOR DETAILS SCALE: 1 " =5' 0 i I CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVALS ut�wNtu tlT: uKHwN sr: unt�Ktu esT: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. C. o �ENTIO9 6A514 0 L 7 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO MENDED: APPROVED: GRADING PLAN FOR: DESCRIPTION: MONUMENT "OC 145" 1569 LORRAINE DRIVE wr LOCATION: ' 4" UBLIC WORKS ,yfq - DATE:. Z- 2' 18 RECORD FROM: RECORD OF SURVEY 17271 ENGINEER'S NAME NNING AIA - JES CHRISF6 HER MAGDO U "�` RODRIGUES RESIDENCE 13606 -SG ELEVATION: 61.53 7 (' R.C.E. NO.: 26671 L y APN 254 - 030 -27 DATUM: NAVD88 REVIEWE 11 ya INEER DATE INSPECTOR MICHAEL A. WUNDERLIN EXP.: 3 31 2020 DATE DATE PLANNING CASE NO: 17 -152 CDP SHEET 3 OF 4 c 3 z LL a occ N Lr d\- M �r �cl W 4 D Li LLa 9: 91 VOID FILLER - 1/8" TO 3/8" (No. 8) AGGREGATE IN VOIDS- BEDDING COURSE - 2" THICK OF 1/8" TO 3/8" (No. 8) AGGREGATE - CHOKER COURSE - 4" THICK OF 3/8" TO 1/2" (No. 57) CRUSHED ROCK MI. 6" THICK OF 3/4" (No. 2) CRUSHED ROCK' MORTARLESS BRICK PAVER TO MEET AASHTO H -20 & HS -20 LOADING REQUIREMENTS, 3/8" VOID (RATED TO 75,000 LBS.) DO NOT SEAL PAVERS 6 "x16" PCC FLUSH CURB OR DEEPENED G -1 CURB SUBGRADE PERVIOUS PAVERS SECTION (PERMEABLE INTERLOCKING CONCRETE PAVERS) NOTES: NOT TO SCALE 1. ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) 2. THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED 3. EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE 4. NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED 5. SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED 6. A REDUCED STRUCTURAL SECTION AND ASHTO RATING CAN BE USED AT PEDESTRIAN AREAS LEGEND SYMBOL DESCRIPTION FS FINISH SURFACE SEE SHEET 4 FOR EROSION CONTROL ITEMS WORK TO BE DONE SYMBOL DESCRIPTION QUANTITY CUj F\\-v EXISTING CONTOUR 90 6 EXISTING SPOT ELEVATION s, PROPOSED SPOT ELEVATION CONCRETE SIDEWALK EARTHEN SWALE / DRAINAGE DIRECTION PROPERTY BOUNDARY ZJ BUILDING FOOTPRINT BUILDING WATERPROOFING PERVIOUS PAVERS TG TOP OF GRATE FL. FLOWLINE TW TOP OF WALL BW BOTTOM OF WALL TF TOP OF FOOTING FG FINISH GRADE FF FINISH FLOOR FS FINISH SURFACE SEE SHEET 4 FOR EROSION CONTROL ITEMS WORK TO BE DONE SYMBOL DESCRIPTION QUANTITY CUj F\\-v CUT /FILL SLOPE 30 C.Y. CUT 180 C.Y. FILL CONCRETE DRIVEWAY 370 S.F. CONCRETE SIDEWALK 120 S.F. CONCRETE PATIO (BACK YARD) 950 S.F. ® PERVIOUS PAVERS 650 S.F. RETAINING WALL 800 S.F. ® 4" ATRIUM DRAIN 5 EA. Q ® 12 "x12" DURA -DRAIN INLET PER P -6 0 EA. 4" PVC SDR35 PRIVATE STORM DRAIN 60 L.F. 6" PVC SDR35 PRIVATE STORM DRAIN 83 L.F. J 8" PVC SDR35 PRIVATE STORM DRAIN 107 L.F. ® 6" WIDE TRENCH DRAIN 19 L.F. 810- FILTRATION TREATMENT AREA 260 S.F. 1 � FENCING ON TO OF WALL 250 L.F. • 4" AREA DRAIN 15 EA.© SEE SHEET 4 FOR EROSION CONTROL ITEMS QUANTITIES ARE FOR BONDING PURPOSES ONLY AND ARE NOT EXACT. THESE QUANTITIES ARE NOT TO BE USED FOR BIDDING PURPOSES. TZPTVF w 3 J MAIN HOUSE NEW EXTERIOR WALL o GUEST HOUSE WATERPROOFING: SEE W - ARCHITECTURAL PLANS x PROPERTY LINE EXIST. PVMT. CONC. DRWY. CONC w ° ARV eN 9g gs N6 95 -- _ _ - - -- -- - -- -- ' — — — — — — — ---- - - - - -- � CONC. PATIO - - -- 94.60 - TRENCH DRAIN - EXIST. DECK TO - ,....... N - _- TO BE REMOVED EXIST. REMOV94 EM6V€D 9 1 go 90 - - -- _ 8" EXIST. 8 WATER — — D;7—.. EXIST. CONC. — _ PATIO TO BE REMOVED 2" - - -- - -- — — _ EXIST, -8 - CMU- SCR €EN SEXIST. GROUND — WALL PER GRADING PLA EXIST. 8" SEWER — — — 13102 -G, SEE SECTION NOTES: 1. FOOTINGS ARE SHOWN FOR A GRAPHICAL REPRESENTATION; NOT FOR CONSTRUCTION DIMENSIONS SEE BUILDING FOUNDATION PLANS FOR DETAILS SECTION C SCALE: 1 " =5' Y 1 WALL 19 CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ur3lw�U DT: UWi,.i DT: unLUMU Di: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 BIORETENTION BASIN MOVE WALL ADD POOL ' „ I� `1 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: DESCRIPTION: MONUMENT "OC 145 W 1569 LORRAINE DRIVE AS -BUILT PLAN LOCATION: w 11- '19 PUBLIC WORKS A/A DATE: _- RODRIGUES RESIDENCE 13606 -SG RECORD FROM: RECORD OF SURVEY 17271 E �IEF S N E DATE PLANNING /VA — JESSE OWENS GD 4' J. &nMM4FR ELEVATION: 61.53 Q R.C.E. NO.: 26671 APN 254 - 030 -27 DATUM: NAVD88 REVIEWER �� 1 � t'sL /1 �'1 �1'1 GINEER DATE INSPECTOR MICHAEL A. WUNDERLIN EXP.: 3/31/2020 DATE DATE PLANNING CASE NO: 17 -152 CDP SHEET 3A OF 4 2) :o �o ;J o Z N n U CJ O Z 0 -cl &Z z0 U ww w zo 00 Z w� zd J X 0:: p W Co 0 Z p 3a YU 1 1 /.b NEW EXTERIOR WALL PROPERTY LINE a a LORRAINE EXIST. EXTERIOR WALL) L J J 1 400 J J 10 1 � � 4 NOTES: 1. FOOTINGS ARE SHOWN FOR A GRAPHICAL REPRESENTATION; NOT FOR CONSTRUCTION DIMENSIONS SEE BUILDING FOUNDATION PLANS FOR DETAILS SECTION C SCALE: 1 " =5' Y 1 WALL 19 CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ur3lw�U DT: UWi,.i DT: unLUMU Di: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 BIORETENTION BASIN MOVE WALL ADD POOL ' „ I� `1 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: DESCRIPTION: MONUMENT "OC 145 W 1569 LORRAINE DRIVE AS -BUILT PLAN LOCATION: w 11- '19 PUBLIC WORKS A/A DATE: _- RODRIGUES RESIDENCE 13606 -SG RECORD FROM: RECORD OF SURVEY 17271 E �IEF S N E DATE PLANNING /VA — JESSE OWENS GD 4' J. &nMM4FR ELEVATION: 61.53 Q R.C.E. NO.: 26671 APN 254 - 030 -27 DATUM: NAVD88 REVIEWER �� 1 � t'sL /1 �'1 �1'1 GINEER DATE INSPECTOR MICHAEL A. WUNDERLIN EXP.: 3/31/2020 DATE DATE PLANNING CASE NO: 17 -152 CDP SHEET 3A OF 4 2) :o �o ;J o Z N n U CJ O Z 0 -cl &Z z0 U ww w zo 00 Z w� zd J X 0:: p W Co 0 Z p 3a Lo 00 S w m a Co- w DWG S -25 w H N N3o X w 'oo� J �a � C/) wv~i Iwo 00 \ 00 a �i N j X w e W J w / z J w a O a_ d m 3 uj CHANGE NO Ln m o `n N K7 �I �o N ww�o� I iF POTHOLE TO VERIFY DEPTH TO FLOWLINE OF R LATERAL S DWG S -25 v 00 17 EXIST. 9N�6 5. WATER � � l z EXIST. 1" ° O WTR. SERVICE ° a �i N j X w e W J w / z J w a O a_ d m 3 uj CHANGE NO Ln m o `n N K7 �I �o N ww�o� I iF POTHOLE TO VERIFY DEPTH TO FLOWLINE OF R LATERAL S DWG S -25 v 00 17 EXIST. 9N�6 5. WATER METER EXIST. 1" ° 4 WTR. SERVICE ° 3 rn TC -1 (94.67) 0 W K N a�a0 0) 4 - o c� aowr 0 !n H G w�a ° ° d EXIST. CONC. CURB �6ti d AND WOOD FENCE 9 (REMOVE AT DRWY.) Ci II m+J o D CL: w � N of X EXIST. CONC. CURB AND WOOD FENCE I � � 0 I WALL NOTE NO WALL /FENCE COMBINATION ALLOWED OVER 6' HIGH EASEMENT DATA �A EXISTING 28' PRIVATE ROAD EASEMENT PER DEED RECORDED APRIL 20, 2004 AS DOC. NO. 2004 - 0344605 © EXISTING 10' EASEMENT TO SAN DIEGUITO IRRIGATION DISTRICT PER DEED RECORDED DEC. 20, 1948 IN BK. 3054, PG. 400 © EXISTING EASEMENT FOR ROAD, WATER PIPELINES, GAS AND ELECTRIC RECORDED DECEMBER 4, 1956 IN BOOK 6367, PAGE 161 OF OFFICI) QD EXISTING SDG &E EASEMENT FOR AERIAL AND UNDERGROUND UTILITI RECORDED SEPTEMBER 20, 1949 IN BOOK 3324, PAGE 133 OF I EXACT LOCATION AND WIDTH IS NOT SPECIFIED UNDERGROUNDED (TYI r-PROPERTY LINE v a 4 °v. v % \O q 4 v /ems ° 9 ° V v ° � v 57. 5 9` w z k, 11 L� 93'9. EXIST. CONC. CURB AND WOOD FENCE TO BE REMOVED) RECORDS 4 1`5% %° q P.A. TG fie-. m EXIST. BAM 00 HEDGE rREMOVE & REPLACE PAVERS EXIST. / PAVERS EWA stl. wa TG /ASIDE YARD SETBACK EXIST. WOOD FENCE TO BE REMOVED N74'55'26 "E 1 145.32 Q'. NEW CONCRETE FF =94.60 SLAB ON GRADE PAD =93.93 IST. SINGLE STORY RESIDENCE X /ST. 7 4.60 REMOVE EXIST. FF =93.84 STEP IN EXIST. SLAB REMOVE EXIST. SLAB & FOUNDATION ARM 19 N74'55'26 "E 145.43' PLANTER 9r PROPERTY LINE V 9��0 X I eXy 2� rn I Q 9 BMP LEGEND SOURCE CONTROL BMPs SC-1 PREVENTION OF ILLICIT DISCHARGES FROM STORM DRAIN SC-3. PROTECT OUTDOOR MATERIAL STORAGE SC -4 PROTECT MATERIALS STORED IN OUTDOOR WORK AREAS FSC-51 PROTECT TRASH STORAGE AREAS SC -6 PROTECT ON -SITE STORM DRAIN INLETS SITE DESIGN BMPs FSD-_11 MAINTAIN NATURAL DRAINAGE PATHWAYS & HYDROLOGIC FEATURES SD -3 MINIMIZE IMPERVIOUS AREA SD -4 MINIMIZE SOIL COMPACTION FS—D 51 IMPERVIOUS AREA DISPERSION [S_ -D-7 RUNOFF COLLECTION SD- 7 LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES SD -8 HARVESTING AND USING PERCIPITATION N rn rn SIDE YARD ti oo EXIST. MOOD FENCE SETBACK o,� 12 it 14 °'moo FTO BE REMOVED 4 U V 22 a o °o EXIST PAS S 26o \� 91 ° EXTERIOR WALL GUEST USE FS Co a v FF 2.50 -8233 v , 12 D =91.83 v ° 4 LAB ON GRAD 1% a d o? ' 13 ° STEM W ; z q T -__ .90 13 9p 88 v 1 o 'I o ° p 16 °1110 EXIST. DECK v (93.6) EDGE OF FDOL ° CONC. PATIO SLOPE TO B YDROS _E1 ED IF NOT PLA TE v' a 94 A 40 q 4 v , !_QA v ° 7l Q'Q 6I q 4 q d q 13 y� g o o Z q q v V v° a y1 FYIST. DECK � v ° POpL 4 d 7 40 - !d 26 22 .� 1 1s um? 93 0 1% MIN. PLA ER 9 ' ��Oc 7 $� `V 8 "SD AST. WOOD FENCE a rn 14 so E REMOVED m A .- •1 � 0 I.8 ZT- . .;PEC:0y y y W y y My Jy y yW0X ypS� 0 /0 nS A "iO 2 EXIST )6- 6" A TR IUM DR A I N PE GRADING PLAN 131 0 2 - G 84)TG, (87.05)FL. 20' BMP -1 PROPERTY LINE w EXI T. 6" ATRIUM DRAIN AIDING PLAN 13102 -G P(8 E .G4R)TG, (87.05)FL. fia° REAR YARD 2" GRA EL, 12" THICK SETBACK 0r G o, Lo BIORETENTION AREA PER SECTION D BELOW. Q I 1ST. 6" ATRIUM DRAIN FG 86.57 ER GRADING PLAN 13102 -G (87.87)TG, (87.09)FL. STACKABLE BLOCK WAL KEYSTONE OR EQUAL TOP =87.6 2or EXIST. 8" CMU SCREEN WALL PER GRADING PLAN BM P -2 13102 -G, SEE SECTION B w i 8 °S �` 3 STRUCTI OTES: D NCRETE (� I DRIVEWAY o 2 WWWWWWBBTM M M M M MC M M------P P ---4 8 5 9 1 6 1 2 1 ~- S V � a c1 y P 6 a � I .� � 4� 1ti 4 9 — 4 y 1 °D ° SA� ° ti ID ° L / v - 1 1� ED 4 X � D �I S � qV4 � / -(y . Y LI��/ryL s 7y9 �n . � -w OZ Y -`N11 � 0 ° C- , v � r • f G .lN�y y yy y y y ,•y y NA . Y S ; yy y y y �y yy pyp y 1�yy � y8 y y „y y y E '9 Y � O • � O y 1� � I k 'y y y •y y Y Y o � � R� IS ERSI ( I I II I I II , I I I I II I I I I l i I I I�I I 1 I a I I 1` I I I I I I I I I I , ” I I I I 2I gd " Rl P U ( -N 1 S 3 STEPS; 3 -7" RISERS, 12" RUNS 4 EXIST. PAVERS TO BE REMOVED 5 EXIST. CONCRETE TO BE REMOVED EROSION CONTROL LEGEND 6 EXIST. WOOD DECK TO BE REMOVED SYMBOL DESCRIPTION QUANTITY 7 STEPS; 9-7" RISERS, 12" RUNS MATERIALS & WASTE MANAGEMENT BMPs: MATERIAL DELIVERY & STORAGE 1 EA. SPILL PREVENTION AND CONTROL 1 EA. CONCRETE WASTE MANAGEMENT 1 EA. SOLID WASTE MANAGEMENT 1 EA. SANITARY WASTE MANAGEMENT 1 EA. HAZARDOUS WASTE MANAGEMENT 1 EA. TEMPORARY RUNOFF CONTROL BMPs: SILT FENCE —� --- }— 65 L.F. GRAVEL OR SAND BAGS 000 100 EA. STABILIZED CONSTRUCTION ENTRANCE 200 S.F. 8 RETAINING WALL PER C -4 (5 -4 MAX.) 9 CONCRETE WALK OR PATIO 10 OUTSIDE STORAGE ° 11 EXIST. PALM TREE TO 1�EMAIN al Q 12 STEPS; 4 -6 RISERS, 11 RUNS 13 EXTENDED FOOTING INCORPORATED INTO BUILDING o 14 RETAINING WALL PER SDRSD STD. 03 z 15 6" WIDE TRENCH DRAIN, 15' LONG, 94.20 TG - oz a 16 4" PVC SDR35 PRIVATE STORM DRAIN ® 2% MIN. z C, 1 DISTRICT TO UPGRADE TO DUAL METER PER W.A.S. WS -09 w w AT OWNER'S EXPENSE; INSTALL TRAFFIC RATED BOX w 18 DURA -DRAIN INLET PER P -6 °o r z 10 19 6 PVC SDR35 PRIVATE STORM DRAIN @ 1% MIN. W- C 0 PERVIOUS PAVERS, SEE DETAIL ON SHEET 3 z It r EXIST. SEWER C.O. PER LWD STD. DWG. S -25 w o 2 NECT ROOF DRAIN TO PRIVATE STORM DRAIN m 0 5 10 FE' ON TOP OF WALL; 6' MAX. TOTAL HEIGHT a 24 4" ATR DRAIN 25 EXIST. PAL EE TO BE REMOVED SCALE: 1 " =5' 26 WATERPROOFING; SEE BUILDING PLANS FOR DETAILS 8" PVC SDR -35 PRIVATE STORM DRAIN ® 1% MIN. 28 3" PVC OUTLET DRAIN DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS "tol ff W: utHwly rsr: �nt�ntu UT: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. FOOL, k5dt4lo MWE WALL,, A1712 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD MENDED: APPROVED: EROSION CONTROL PLAN FOR: DESCRIPTION: MONUMENT "OC 145" /Ixok X01 LOCATION: �'19 UBLIC WORKS DATE: ? -2 18 1569 LORRAINE DRIVE RECORD FROM: RECORD OF SURVEY 17271 ENGINEER'S NAME / JES E OWENS CHRISTO ER D Ku RODRIGUES RESIDENCE 13606 -SG ELEVATION: 61.53 NNING ( I R.C.E. NO.: 26671 APN 254- 030 -27 DATUM: NAVD88 REVIEW 1 GINEER DATE INSPECTOR MICHAEL A. WUNDERLIN EXP.: 3Z31 2020 DA T DATE PLANNING CASE NO: 17 -152 CDP SHEET 4 OF 4 8 RETAINING WALL PER C -4 (5 -4 MAX.) 9 CONCRETE WALK OR PATIO 10 OUTSIDE STORAGE ° 11 EXIST. PALM TREE TO 1�EMAIN al Q 12 STEPS; 4 -6 RISERS, 11 RUNS 13 EXTENDED FOOTING INCORPORATED INTO BUILDING o 14 RETAINING WALL PER SDRSD STD. 03 z 15 6" WIDE TRENCH DRAIN, 15' LONG, 94.20 TG - oz a 16 4" PVC SDR35 PRIVATE STORM DRAIN ® 2% MIN. z C, 1 DISTRICT TO UPGRADE TO DUAL METER PER W.A.S. WS -09 w w AT OWNER'S EXPENSE; INSTALL TRAFFIC RATED BOX w 18 DURA -DRAIN INLET PER P -6 °o r z 10 19 6 PVC SDR35 PRIVATE STORM DRAIN @ 1% MIN. W- C 0 PERVIOUS PAVERS, SEE DETAIL ON SHEET 3 z It r EXIST. SEWER C.O. PER LWD STD. DWG. S -25 w o 2 NECT ROOF DRAIN TO PRIVATE STORM DRAIN m 0 5 10 FE' ON TOP OF WALL; 6' MAX. TOTAL HEIGHT a 24 4" ATR DRAIN 25 EXIST. PAL EE TO BE REMOVED SCALE: 1 " =5' 26 WATERPROOFING; SEE BUILDING PLANS FOR DETAILS 8" PVC SDR -35 PRIVATE STORM DRAIN ® 1% MIN. 28 3" PVC OUTLET DRAIN DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS "tol ff W: utHwly rsr: �nt�ntu UT: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. FOOL, k5dt4lo MWE WALL,, A1712 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD MENDED: APPROVED: EROSION CONTROL PLAN FOR: DESCRIPTION: MONUMENT "OC 145" /Ixok X01 LOCATION: �'19 UBLIC WORKS DATE: ? -2 18 1569 LORRAINE DRIVE RECORD FROM: RECORD OF SURVEY 17271 ENGINEER'S NAME / JES E OWENS CHRISTO ER D Ku RODRIGUES RESIDENCE 13606 -SG ELEVATION: 61.53 NNING ( I R.C.E. NO.: 26671 APN 254- 030 -27 DATUM: NAVD88 REVIEW 1 GINEER DATE INSPECTOR MICHAEL A. WUNDERLIN EXP.: 3Z31 2020 DA T DATE PLANNING CASE NO: 17 -152 CDP SHEET 4 OF 4 ^,, ° N v �i POTHOLE TO VERIFY o DEPTH TO FLOWLINE c: o EXIST. OVERHEAD UTILITIES F �F �- REMOVE EXIST. BA BOO HEDGE SERVING THE PROPERTY TO �y �y �y ��y� EXIST. WC OD FENCE BE UNDERGROUNDED TYP. REMOVED y> y 0 1 ( ) 93.4 TG REMOVE &REPLACE PAVERS o e 94.0 TG TO BE 92.1 TG h �' 1 how 0 18 h 18 ho 18 ti ow ti 2 �.�c o h 9 �• oo SIDE YARD o 3 g 14 0� 0 92.1 TG 18 92.0 TG 18 �'�° �6' I I` EXIST. 6" ATRIUM DRAIN 1 PROPERTY LINE a P o °j a ^, , 20 4 SETBACK o 94.87 END OF WA L off. 20 N74'55 26 E 145 32 (ER GRADING PLAN 13102 -G -MEMI �. _._� _11111190991-1 mougm---� saw 6 __ 6 S 8 "SD ° 8 "S� 8 °SD 22 1 87.84)TG, (87.05)FL. LO a/sr m EXIST. SEW R LATERAL ��j d a a PER LWD STD. DWG. S -25 S " " g 0% �� Q °� OLpp -a - ° 9 a v - - - 8� EX /SOT CQNC. a REMOVE E I I w ww -, 21 20' 13 X N 3 0 a. <1 °v 20' 4• 4 BMP -2 �O ® a v r I o v A16 d a 94.1 TG 30 £X /ST. ' PAVERS W 2 Q l EXLST. PA 17 EXIST. 9 5. 18 26 9 a BMP -1 4 WATER 9 ' Q ° o, a a F I 92.0 TG a v 1 ( PROPERTY LINE w o I METER a 4 0 ° 4y `� �° EXTF�f210V. WALL Q Np GUEST USE S i 18 WTR.TSERVICE v a 420. a Qo' a FF 2.50 a a�. o r 0R v v D =91.83 ' 9 7 a `� 12 4 LAB ON GRAD I v I a ° 1 C) TC -1 (94.67) 4.53- �- - - - - - -- �- - - -- a 13 a. b 0- a A 1 %� v a 4 � J Q ao W 8% g46 A I I' 1 STEM WAI I w 3 00 0 1. j- 26 TOP =94.90 13 8 e� v 9 0 3 8 9 a 14 16. F31 T{y IA °O''' a n ° a' 22 i 1! EXIST. 6 ATRIUM DRAIN '\I o I w an o I a 20 $ o. I o a °. a. 4t, ° ° a Df_ (87.84)TG, (87.05)FL. � Z ° 4 0 yl B9 PER GRADING PLAN 13102 -G w NA � 5% NEW CONCRETE N a . p STEPS �� STEP ° I �� D 88.fi7 >24 ° a s FF =94.60 SD ' 9111 EXIST. CONC. CURB N6ti 4a F37 - 94.1 SLAB ON GRADE 9N6pa Q ° ° a D D a� , .CONC CMP W W W y W �i AND WOOD FENCE v 946 TG 94.1 I I O o �o BMP -1 m, 9 ( v= 24 PAD =93.93 , 63 W W W W (REMOVE AT DRWY.) ° ° ~ �0 26 TG 24 6 a 6 rn R• �_ I o�� ' 9 ' EXIST,. DECK v ti I EXIST. SINGLE STORY RESIDENCE z 93.6 EDGE OF 90.4 TG 18 1 g 90.3 TG W W W W W D1 �' ° £XIST. FF -94.60 v i ) CONC. PATIO I 18 U 9'S 1 W W W W W W 1 PO 16 Qa P.A P.A. 0 I I a D POOL \\ z s W W W FGA 7 00 I I 1 P.A. 4 Sp ° v 0� 6 a v ° D o: W W W ra v A � '` 9 Q o N6 FF =94.60 v Q ° a REAR YARD I 2" GRAVEL, 12" THICK oo I /n 9� PAD =93.93 a a 9440 D p° ARTIFI L SETBACKI Fx W y W W y y W of I REMOVE Q v \ 1 ° _ = TURF Nj O W 1• W W 1• O P.A. P.A. .6 26 I £XIST. FF =93.84 �' va 6 v a SPA 0 VANISHING w `n 9 W y W W W LO 8' 20 94.1 4 94.124 I I 9N60 a 4 ° ° EDGE (, p/ D. 16 I W W W •Y W W TG 2 26 1 / 1 /� I W i W i W •Y W 31 cl� C N55 W 9 ° 16 W .Y W W ♦ W OM01 0 26 STEP IN 26 a ° p D 90.4 TG I 90 3 TG W W W 11 W "I I X a I EXIST. SLAB I Q '9 920 18 18 W nl I �� I F �. ` r I /1• W W W W W W W W Q p 9R• A y 8 ZI 1 EXIST. 6" ATRIUM DRAIN / "' z REMOVE EXIST. SLAB q o v a a W y W PER GRADING PLAN 13102 -G N a & FOUNDATION I a Q D ° Q L W W y W W (87.87)TG, (87.09)FL. Z I W I ° 6 d -< ° POOL �. d I Al CN W W W W W i 00 X STAC BILE B CK W W W W W W W EXIST. CONC. CURB �� g1ST. DECK a vim` W 2� W W ��y� I BIORETENTION AREA ° a KEYST �E 0 EQUAL.. o °' AND WOOD FENCE ,' ° a Q o AO D. 4p .Q a TOP =87\6 ° a. FG =87.60 W I PER SECTION D BELOW \ FG =86.57 - 9q. gR- a CP' C-) W W W W CL 11 g 1 a ° v LJ ° UI �. W W9.5W W W " °� Q Z! W W/ W W W •Y W o 1 (r� q 0 O ., D U 18 91:1 TG i 1 a o I, I tf EXIST. 8 CMU SCREEN \ � 0" A D I U W W W W 8 I I WALL PER GRADING PLAN A \ 10 94.2 TG A 6 13 26 9� Q a ° PUMP ° D PUMP ° o 8p? W y !1y's"' I 13102 -G, SEE SECTION B .9 2 18 ° v 1° g1.0 D POOL EQUIP. D ��O Q v a y 9 W O W W i W W •l• W PLANTER I 18 93.5 TG - •`��J 8 - - �. 1 188 1 N74'55'26 "E 145.43' '019 7 EXIST. WOOD FENCE 14 q,°j 14 0�1�' BMP -2 SIDE YARD �° PLANTER m 14 s TO BE REMOVED ��00 O 3 394 5 BW EXIST. CONC. CURB SETBACK I g9s?0 PROPERTY LINE 93.5 TG 18 I 93 AND WOOD FENCE 93.5 TG 18 9A �s TO BE REMOVED 9�SS EXIST. WOOD FENCE X �1y2 � ° Q TO BE REMOVED CONSTRUCTION NOTES: I 1 16 WIDE CONCRETE DRIVEWAY ° m 2 STEPS; 2�7" RISERS, 12" RUNS STEPS; 3 -7" RISERS, 24" RUNS 4 EXIST. PAVERS TO BE REMOVED 5 EXIST. CONCRETE TO BE REMOVED EROSION CONTROL LEGEND 6 EXIST. WOOD DECK TO BE REMOVED BMP LEGEND SYMBOL DESCRIPTION QUANTITY 7 STEPS; 9�7" RISERS, -4 RUNS 8 RETAINING WALL PER C -4 (5' -4" MAX.) WALL NOTE NO WALL /FENCE COMBINATION ALLOWED OVER 6' HIGH EASEMENT DATA QA EXISTING 28' PRIVATE ROAD EASEMENT PER DEED RECORDED APRIL 20, 2004 AS DOC. NO. 2004 - 0344605 © EXISTING 10' EASEMENT TO SAN DIEGUITO IRRIGATION DISTRICT PER DEED RECORDED DEC. 20, 1948 IN BK. 3054, PG. 400 © EXISTING EASEMENT FOR ROAD, WATER PIPELINES, GAS AND ELECTRIC LINES RECORDED DECEMBER 4, 1956 IN BOOK 6367, PAGE 161 OF OFFICIAL RECORDS QD EXISTING SDG &E EASEMENT FOR AERIAL AND UNDERGROUND UTILITIES RECORDED SEPTEMBER 20, 1949 IN BOOK 3324, PAGE 133 OF OFFICIAL RECORDS EXACT LOCATION AND WIDTH IS NOT SPECIFIED 3 CHANGE NO. DESCRIPTION °a° 1 BIORETENTION BASIN MOVE WALL LO AS -BUILT PLAN i °1 APPROVED DATE BENCHMARK DESCRIPTION: MONUMENT "OC 145" LOCATION: RECORD FROM: RECORD OF SURVEY 17271 ELEVATION: 61.53 DATUM: NAVD88 MATERIALS & WASTE MANAGEMENT BMPs: WM -1 MATERIAL DELIVERY & STORAGE 1 EA. WM -4 SPILL PREVENTION AND CONTROL 1 EA. WM -8 CONCRETE WASTE MANAGEMENT 1 EA. WM -5 SOLID WASTE MANAGEMENT 1 EA. WM -9 SANITARY WASTE MANAGEMENT 1 EA. WM -6 HAZARDOUS WASTE MANAGEMENT 1 EA. TEMPORARY RUNOFF CONTROL BMPs: BMP -1 SILT FENCE 65 L.F. BMP -2 GRAVEL OR SAND BAGS Ooo 100 EA. TC -1 STABILIZED CONSTRUCTION ENTRANCE 200 S.F. 9 10 11 12 13 14 15 i6 1 18 19 0 21 1 2 3 0 5 10 24 25 CONCRETE WALK OR PATIO OUTSIDE STORAGE EXIST. PALM TREE TO BE REMOVED® STE RISERS, 11" RUNS EXTENDED FOOTING INCORPORATED INTO BUILDING RETAINING WALL PER SDRSD STD. 03 6" WIDE TRENCH DRAIN, 15' LONG, 94.20 TG 4" PVC SDR35 PRIVATE STORM DRAIN 0 2% MIN. DISTRICT TO UPGRADE TO DUAL METER PER W.A.S. WS -09 AT OWNER'S EXPENSE; INSTALL TRAFFIC RATED BOX 4" AREA DRAIN 4" PVC SDR35 PRIVATE STORM DRAIN 0 1% MIN. PERVIOUS PAVERS, SEE DETAIL ON SHEET 3 EXIST. SEWER C.O. PER LWD STD. DWG. S -25 CONNECT ROOF DRAIN TO PRIVATE STORM DRAIN FENCE ON TOP OF WALL; 6' MAX. TOTAL HEIGHT 4" ATRIUM DRAIN EXIST. PALM TREE TO BE REMOVED SD -7 LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES SCALE: 1 " =5' 26 WATERPROOFING; SEE BUILDING PLANS FOR DETAILS SE -8 HARVESTING AND USING PERCIPITATION ® 8" PVC SDR35 PRIVATE STORM DRAIN 0 1% MIN. 8 3" PVC OUTLET DRAIN 9 3/4" GRAVEL NEt✓ AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: EROSION CONTROL PLAN FOR: 1569 LORRAINE DRIVE t\-1 -1 PUBLIC WORKS Mq - DATE: .I1 -14 -19 RODRIGUES RESIDENCE 13606 -SG VQME DATE PLANNING /VA - ' ` v R.C.E. NO.: 26671 JESSE OWENS J• �`�"'��� APN 254 - 030 -27 ` . '�Q -1� REVIEWER /i�l� w b J /! 7/1 i DATE INSPECTOR MICHAEL A. WUNDERLIN EXP.: 3 31 2020 DATE DATE PLANNING CASE NO: 17 -152 CDP SHEET 4A OF 4