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2019-14144 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 J 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO IJ AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. i 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION AND FOUNDATION RECOMMENDATIONS FOR n PROPOSED RESIDENCE AT 1609 DEBANN ROAD, CARDIFF -BY- THE -SEA, CALIFORNIA" PREPARED BY ENGINEERING DESIGN GROUP, DATED JULY 27, 2018 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING z SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. r 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS s SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. li 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. c 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 3 EXISTING PRIOR TO GRADING. n 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. y 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. ,�I 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY � I SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS o AND CITY RECOGNIZED HOLIDAYS. m 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE i 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. w 10. PRIOR TO HAULING 0 DIRT R 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 o ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. g11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING w APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: 5 'THE GRADING UNDER PERMIT NO. I If 1M 1€ fG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE w APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE w FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. FE 0 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION Y HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND 3 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 s TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND cn E. EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE m R 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND :5 PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING o 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. 3 0 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE w 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 zINCHES AND THEN COMPACTED TO A OF 12 I MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE SPREAD WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 0 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND z UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND � D RLY CONDITION EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT t0ft 69vC . . AT 6tq•1Mt - "l{� 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 (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN 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 ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED 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. W TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORE ALL STONES, 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING m ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR z BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 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 IL * 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR CURRENT STANDARDS AT THE OWNER'S EXPENSE. OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN :Igx CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. z 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST 7. 7. AL O BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. L WATER SERVICES S O T 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 METERS MUSTS FRONT OF THE PARCEL THEY ARE SERVING. UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT ti c� SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE Z CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE 3 OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. o 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. 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. l� DIG ALERT. CONTRACTOR TO CALL DIG ALERT TO INSPECT SITE PRIOR TO PERFORMING ANY GRADING OR GROUND - BREAKING PROCEDURES. SPECIAL CARE IS TO BE CALL BEFORE YOU me TAKEN WHERE WORK TO BE PERFORMED CALL TOLL FREE IS WITHIN ANY EASEMENTS FOR 1 -800 422 -4133 UNDERGROUND UTILITIES. WO WORMG DAYS DUMB YOU DIG CHANGE NO. DESCRIPTION BENCH MARK 31Y CF RNTAS SURVY 04K FNT NO 1047, NMIED w 11-M PER 1M OF SRN MAP NJ. 1806. 3.5" MF. DEPT. 3= TRMS AL" DSC S AFED " SfA 11-DC, 1993" LOD IN 3D> OAX Oa SE EN) CF W ABtvidf CF M"NNCN AF_ 33DC£ OIER INIEIZSTIE H3-!Ni' 5. ELEVATION: 231.691 FEET DATUM: NAVC \p1 E. No. 65122 -W Exp. 09/30/2015 SCALE AS -BUILT it HORIZONTAL: NOTED 09130/1 Tim EllIN E RIST EXP. DATE: DATE: NOTED RCE: 6 122 VERTICAL: 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. .TBdIdILIS 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 STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS; HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - LEUCADIA WASTEWATER DISTRICT - (760)- 753 -3094 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 SHEET INDEX IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4452 SOFT SHT NO. DESCRIPTION IMPERVIOUS AREA AFTER CONSTRUCTION: 3426 SQFT INCREASE IN IMPERVIOUS AREA: -1026 SQFT 1 TITLE SHEET & NOTES 2 GRADING PLAN, DETAILS IMPERVIOUS AREA REPLACED: 3426 SOFT 3 EROSION CONTROL PLAN, DETAILS PROJECT OWNER: CHAD AND OPAL BRUCE 1609 DEBANN ROAD CARDIFF, CA 92007 \ CONTACT CHAD BRUCE CELL PHONE NO. (619)341 -0676 . �. PROJECT ADDRESS: 1609 DEBANN ROAD PACIFIC CARDIFF, CA 92007 OCEAN PROJECT A.P.N. 260 - 543 -05 LEGAL DESCRIPTION: LOT 270 OF TRACT 4574 PROJECT CIVIL ERIN RIST ENGINEERING DESIGN GROUP ^f` ENGINEER: 2121 MONTIEL ROAD, SAN MARCOS, CALIFORNIA 92069 (760) 839 -7302 PHONE (760) 480 -7477 FAX VICINITY MAP NO SCALE I- w_­_.r,- 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. WE HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: Q 1 ' - tnut�p,, DATE: ` 1 ZU (. q CHAD AND OPAL BRUCE SOILS ENGINEER'S CERTIFICATE i, ERIN RIST, 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 APRIL, 2016. ONE COMPLETE COP E SOILS RECOMMENDATIONS COMPILED FROM THIS STUDY, DATED APRIL 25, 2017, WITH MY RECOMMENDATIONS, HAS BEEN S MITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 1 HAVE REVIEWED THESE GRADING PLANS A CERTIFY HAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN T E GRADIN PLANS AND SPECIFICATIONS. SIGNED: Alp,� SIGNED: RI T STEVEN NORRIS .. RCE NO.: 651 Oo E. QaoFESSioN44 GE NO.: y 25 0 �ve \C1 R7S2cyc =- EXP. DATE: 9130Z2019 :m EXP. DATE: 12/31/2019 No. 65122 a pFESSi JOB 1: 185999 -5 Exp. 09/30/2019 9 0 ENGINEERING DESIGN GROUP o� y 2121 MONTIEL ROAD srq �`p CIVIL SAN MARCOS, CALIFORNIA 92069 re 0 r C A � � F ��` " GE 2590 (760) 839 -7302 * n. - -* El 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 EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. „____ - -- -- QaOFESSIC SIGNATURE: ��• DATE: Z -� "t9 ���� �N E• R ERIN RI T ENGINEERING DESIGN GRO P No. 65122 2121 MONTIEL ROAD Exp. 09/30/2019 SAN MARCOS, CALIFORNIA 92069 (760) 839 -7302 sr ' RCE EXPIRES 913012019 rt Or Civil. ; 00 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H : 1 V MAXIMUM VERTICAL DEPTH OF CUT = 4' MAXIMUM VERTICAL DEPTH OF FILL = 0.5' CUT = 75* C.Y. FILL = 35* C.Y. EXPORT = 40* C.Y. REMEDIAL = 0 C.Y. *- EARTHWORK QUANTITIES ARE APPROXIMATE WITHOUT BUILDING FOOTINGS EXCAVATIONS AND FOR PERMIT PURPOSES ONLY. I BMP PROJECT STATUS I STANDARD FIELD OPERATIONS I PLANNING AND BUILDING I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT I 2• -1• 1` a.lS-l9 DATE SIGN DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 2 -21 -I y - C.E. NO.: 65122 RIN RIST EXP. 9 -30 -19 ENGINEERING DIVISION APPROVALS MMENDED SRN APPROVF,D f01 'SIGN DATE Qom'► 30MA?ei-`� 2- 17 111 SIGN DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES SIMPLIFIED GRADING PLAN FOR: 1609 DEBANN RD, ENCINITAS, CA 92024 BRUCE RESIDENCE APN NO. 260- 543 -05 PLANING CASE NO: 18 -034 CDP DRAWING NO. 11#1�tq SG SHEET 1 OF 3 Ate. 2 -5 -19 Nm 0rnon a pu5D mU -CO a°o Nz < Z� CL Wcr� W� rZ Z V ZW LI Q O w x N Xc w w 0 U 0 W rA 0 CHANGE NO. 0 +00.00 0 +25.00 0 +50.00 0 +75.00 1+00.00 SECTION A -A' SCALE. 1 " =20 -0" CONSTRUCTION LEGEND O NEW CONCRETE DRIVEWAY PER SDRSD G- 14A MODIFIED O2 4" SDR -35 PRIVATE STORM DRAIN PIPE O3 4" DIA AREA DRAW INLET ® 5" PRIVATE TRENCH DRAIN O5 BIORETENTION BASIN PER DET 1/ THIS SHEET © 4" CORE AT (E) CURB O7 (E) BUILDING AND SLAB TO BE DEMOLISHED ® (E) TREES TO BE PROTECTED IN -PLACE 0 NEW CONCRETE HEADWALL 1 D RIP RAP DISSIPATOR NEW CMU RETAINING WALL PER CITY OF SAN DIEGO BULLETIN NO. 222, TABLE Al TYPE III. MAX WALL HEIGHT 6 FT. NOTE WALL HACK DRAIN PER SOILS ENGINEER RECOMMENDATIONS ABBREVIATIONS FF FINISHED FLOOR ELEVATION FP FINISHED PAD ELEVATION FL FLOW LINE IE INVERT ELEVATION FS FINISHED SURFACE FG FINISHED GRADE TG TOP OF GRATE (E) EXISTING CL CENTERLINE PL PROPERTY LINE TW TOP OF WALL IF TOP OF FOOTING TO TOP OF CURB FY SB FRONT YARD SETBACK RY SB REAR YARD SETBACK Sy SB SIDE YARD SETBACK DESCRIPTION 260.00 250.00 240.00 230.00 220.00 215.00 1+25.001+36.00 o. s S N (E) 8` V.C. SEWER MAIN PER COUNTY OF SAN DIEGO 26 _ - -s -s - s -s -_-s -S -S - s s S v_s s ns s ._ ---S -S - -s -_s Y IMPROVEMENT PLANS T.M. 2256 SHEET 3 AND 6 - n EDW�NA IIU14Y - " -- - EXISTING B E (E) WOOD FENCE T METER TO BE _ - - 'l BE REMOVED FROM PROTECTED IN \ PUBLIC RIGHT OF WAY PLACE C r� AND REPLACED PER I, -- c THIS PL� AA �- r q WATER MAIN PER COUNTY' OF SAN L GO � 8 � -' r � �� �o (E) ° A C PROTECTED N- PLACE \\ PJOVEMENT PLANS T.I4 225 SHE _3 AND 6 � - PROTECTED S CE ' - Nw,'m x x_ x- -x � x x- (E) VINIL FENCE TO EMovB4 (3Ep1Ac� X x x °` X R 1 REMOVED FRM THE r ti a " PET. WALL (tJ r x- Pa X32 __ PUBLIC RIGHT OF WAY f �� ' °- FG J4.. t 85 t� �k - 1 (230 ✓ 71,'V=233.7 =2 5.0 \ \ ��� i- --�-- ,., : �_---- ► _ �"� -- =229.3 - �; '� ' � � ' (E) Cl3R FG =220 9 TG =229.3 ► TG =229.3 o ► - �� i ♦ N o IE= Z OUTLET, RE1 X - X G Pr Sri IE27.8 1.5% 2 , ' IE 228,1 Q ". 2L, - _ s F5= 229.8° j j -- - y 2 2 5 -J 6, 29 -- o P m ti.�. _ 350 I Q `" BO- RET�TION f q �� 228 / F Z __� 22 S= 0.0 O °91 a F() =230. BASIN 14,o SF 7 °a a F ;TF 2g9. E) HOUSE TO 0 +00.00 11 30.0' 30.Oa R.O.W. R-a-W 1T�1 "(E) CURD --,,` OUTLET TO REMAIM 0- M EXISTING WATER­�,� METER TO BE PROTECTED IN I PLACE 1 FS k7 tT?� FS= (E) 4" C R OUTLET TO 1 REMAIN Fl_ -226 EXISTING WATE � METER TO BE PROTECTED IN I 1 PLACE IMPERVIOUS AREA TABLE IMPERVIOUS AREA 4% OF AREA NAME SIZE (SF) IMPERV. PROPOSED BUILDING AREA (SF) EXISTING HOUSE & 4452 (235)x"- - '1(235) EXISTING CONTOUR HARDSCAPE PROTECTED IN PLACE 1 " PROPOSED HOUSE & 3426 137 HARDSCAPE FLOWLINE &FLOW ®® .4 .7 2 4.51 IN 0 E a FY SB a =227.9 15. \ \s r� L fit° PROP \ ROOF r 2% It 41 L� DEMOLISHED °p I 1+0 .06 =230.0 FS- 29. ` I I ^ 1 +36 00 APM 260.543.05 PROPOSED 2 -STORY 230,0 of ___ �' `._ E ) ZE O ED LEGEND i i N00'39'08 "E PROPERTY BOUNDARY NOTES: PROPOSED BUILDING SETBACKS (E) WATER METER TO BE (235)x"- - '1(235) EXISTING CONTOUR �) PROTECTED IN PLACE 1 " " I AREA DRAIN NOS BOX OR /F FLOWLINE &FLOW ®® EQUIV., SIZE PER PLAN DIRECTION = _ _ = 3'14- SDR -35 DRAIN PIPE - -- x - -- (E) FENCE T _ (E) CMU RET. WALL 7 (E) BLDG LIMITS NEW CONC. HEADWALL 3 ° AT PIPE OUTLET - -�' - =- (E) EDGE OF PAVEMENT (N) BIN- RETENTION AREA, F5= 231.8 ,- - -- (E) SPOT ELEVATION I I E PERMANENT BMP FS =230.0 PRP. SPOT ELEVATION Q ROOF DOWNSPOUTS f I O OTE WALL BACK DRAIN SEE DRAINAGE NOTE 2 a ° PRP DRIVEWAY/ II F NEW 5" TRENCH DRAIN NDS OR EQUIV. ° CONCRETE PAVING PER ARCHITECTURAL PLANS ❑ RIP RAP ENERGY DISSIPATOR O (E) CONCRETE PAVING NEW CMU RET. WALL PER CITY OF SAN DIEGO BULLETIN NO. 222 * BMP NOTE: STORM WATER POLLUTION CONTROL BMPs TO BE PRIVATELY MAINTAINED AND NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. DEEP ROOTED, DENSE, DROUGHT RETENTION AREA SHALL 2 -3" HARDWOOD TOLERANT PLANTING SUITABLE BE LEVEL AND DEPRESSE MULCH FOR WELL DRAINED SOIL A MIN OF 6" FROM THE ;BOARD ONCRETE HEADWALL AT PIPE CATC BASIN SIZE OUTLET, WHERE OCCURS PER SURROUNDING GRADE I PER P N (E) GRADE I PER PLAN PLAN PROPOSED (E) GRADE GRADE DRAIN PIPE PER PLAN 24" MIN. ENGINEERED SOIL *SEE NOTE BELOW 12" MIN. ** SEE NOTE BELOW �- -PVC PIPE OUTLET PER PLAN. INVERT AT PIPE TO OUTLET PER PLAN * BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. * *314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. BIORETENTION BASIN 1 NOT TO SCALE RESIDENCE i i i i N NOTES: FF =230.3 FS -22914 1 1 00 c • r r FP =229.5 2 1 " " I BUILDING LAYOUT, DIMENSIONS AND SETBACKS SHALL BE CONFIRMED WITH ARCHITECTURAL PLANS. ALL BUILDING 2296 I I 1 f y I ;I B ADDITIONS TO BE LOCATED PER PROJECT ARCHITECTURAL PLANS. 226 3 ° f y I A 3 ° y I I I E EW CMU RETAINING WALL. D DRAINAGE NOTES: FG 2 29.6 F =_29.8 tz_ f f I O OTE WALL BACK DRAIN FF =229.8 I II F ER SOILS ENGINEER tRECOMMENDATIONS 1 1. THE GROUND SURFACE SURROUNDING PROPOSED IMPROVEMENTS SHOULD SLOPE TO DRAIN AWAY FROM THE STRUCTURE TG =22 .5 I IN ALL DIRECTIONS, WITH A MINIMUM SLOPE OF 2% FOR A HORIZONTAL DISTANCE OF 5 FEET (WHERE POSSIBLE). IE =22 .8 t ' I� 2. DOWNSPOUTS SHALL BE LOCATED TO ALLOW ROOF RUNOFF TO FLOW TO PROPOSED BIORETENTION AREAS. X X r PROPOSED GARAGE FS =230. ! f 3. ALL DRAINS SHOULD BE KEPT CLEAN AND UNCLOGGED, INCLUDING GUTTERS AND DOWNSPOUTS, SHOULD BE KEPT I <I FF -229.8 °122% I E 22 . \ j FREE OF DEBRIS TO ALLOW FOR PROPER DRAINAGE, AND REMAIN SEPARATE FROM ANY WALL BACK DRAIN SYSTEMS. 2% FP =229.0 ° 2 ' 4. DURING PERIODS OF HEAVY RAIN, THE PERFORMANCE OF ALL DRAINAGE SYSTEMS SHOULD BE INSPECTED. PROBLEMS = 2 .5 F-F-2290.4 I I �i ` SUCH AS GULLYING OR PONDING SHOULD BE CORRECTED AS SOON AS POSSIBLE. ANY LEAKAGE FROM SOURCES SUCH /�1 FG =229. 4 I ( - AS WATER LINES SHOULD ALSO BE REPAIRED AS SOON AS POSSIBLE. 2 4 ( 5. IRRIGATION OF PLANTER AREAS, LAWNS, OR OTHER VEGETATION, LOCATED ADJACENT TO THE FOUNDATION OR EXTERIOR 'G / 21 ° _ l I FLAT WORK IMPROVEMENTS, SHOULD BE STRICTLY CONTROLLED OR AVOIDED. L ADDRIovA+- NEw m6owo%j SIock- rA (OA in fw°E wrrtr catf ola 'To rov46i- C44Mb4cIWIEJUT," ^WT&x& AA+C IWMO^L AGft5vAfs✓f tzc#ROBO D6GF^W VS Zo%9 AS D.wMWr nA. eA0l- 0S9905q OFat, DATE BENCH MARK SCALE CITY CF MNTAS aW GJR- PNF ND 1047, WMhD CADT 11-C, PER Rau CF SRN' MAP Na 18416 35" CALIF. CUT CF TRm ALMA DSC STAPED sTA 11-CC, 1995 LCID IN HORIZONTAL: NOTED SICEMX Oa SE EN) CF NE ABW CF MMNJDM AE ERDSE Oa INIERSITE FCTW 5. VERTICAL: NOTED ELEVATION: 231.691 FEET DATUM: NAVD88 2 \. L ) p ~ 6. ALL RUNOFF FROM ROOF AND HARDSCAPE AREAS SHALL BE ROUTED TO LANDSCAPE AREA FOR BMP TREATMENT PRIOR TO DISCHARGE FROM THE PRIVATE PROPERTY. - 2 5. I 7. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. c'N 2 ryp e' G, 2 0. 2.2 CONTRACTOR NOTES: TG= 229.0 - IE- 28.2 RS TO 1. CONTRACTOR SHALL MARK OUT ALL UTILITIES BEFORE THE START OF CONSTRUCTION. - -- - BE REMOVED 2. THE CONTRACTOR SHALL VERIFY THE EXISTENCE & LOCATION OF ALL UTILITIES AND DRAINAGE SYSTEM UTILIZING FS= 229.8 ? MARKOUT AND POTHOLING METHODS AS NECESSARY PRIOR TO START CONSTRUCTION. 260-543--04 J. ENGINEERING DESIGN GROUP IS TO OBSERVE /CONFIRM IN THE FIELD INSTALLATION OF THE NEW DRAIN LINES AND j BIORETENTION AREAS PER THIS PLAN. (� / /� RIGHT OF WAY NOTE GRADING PLAN 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 AN ISSUANCE OF A STOP WORK NOTICE 0 10 20 AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW THE LOCATION OF THE PROPERTY LINES. QpOf ESSION Feet S��Q��N E. RFy� UTILITY NOTE SCALE: 1 "= 10' -0" W :� 1. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. AS -BUILT 2l 09 /30 /j.J N E. IST EXP. DATE: DATE: 65 22 No. 65122 A 2. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. Exp. 09/30/2019 WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. * 3. WATER SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER sT \P AGENCIES' STANDARDS COMMITTEE (WASC). �l f Or I V I l f Oda 4. (E) %" WATER METER TO BE UPGRADED TO 10 DUAL SYSTEM AT OWNER'S EXPENSES. DESIGNED BY: I DRAWN EY7 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES RI ERIN RIST RV E N RIST PLANS PREPARED UNDER SUPERVISION OF RE OMME DED A PROVE SIMPLIFIED GRADING PLAN FOR: DATE: z 21 "Tq / 1609 DEBANN RD, ENCINITAS, CA 92024 BY: r_- (� _ - R.C.E. NO.: 65122 J SE OWENS �? %�h?�R BRUCE RESIDENCE u� APN NO. 260- 543 -05 ERIN RIST EXP. 9 -30 -19 DATE: ATE: PLANING CASE NO: 18 -034 CDP LWE III Qq P Ma =o� 0 mu 0 N �X Nv LL W LIB Z (D DRAWING NO. W Z Lu SG w SHEET 2 OF 3 - - 260-543--04 J. ENGINEERING DESIGN GROUP IS TO OBSERVE /CONFIRM IN THE FIELD INSTALLATION OF THE NEW DRAIN LINES AND j BIORETENTION AREAS PER THIS PLAN. (� / /� RIGHT OF WAY NOTE GRADING PLAN 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 AN ISSUANCE OF A STOP WORK NOTICE 0 10 20 AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW THE LOCATION OF THE PROPERTY LINES. QpOf ESSION Feet S��Q��N E. RFy� UTILITY NOTE SCALE: 1 "= 10' -0" W :� 1. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. AS -BUILT 2l 09 /30 /j.J N E. IST EXP. DATE: DATE: 65 22 No. 65122 A 2. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. Exp. 09/30/2019 WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. * 3. WATER SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER sT \P AGENCIES' STANDARDS COMMITTEE (WASC). �l f Or I V I l f Oda 4. (E) %" WATER METER TO BE UPGRADED TO 10 DUAL SYSTEM AT OWNER'S EXPENSES. DESIGNED BY: I DRAWN EY7 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES RI ERIN RIST RV E N RIST PLANS PREPARED UNDER SUPERVISION OF RE OMME DED A PROVE SIMPLIFIED GRADING PLAN FOR: DATE: z 21 "Tq / 1609 DEBANN RD, ENCINITAS, CA 92024 BY: r_- (� _ - R.C.E. NO.: 65122 J SE OWENS �? %�h?�R BRUCE RESIDENCE u� APN NO. 260- 543 -05 ERIN RIST EXP. 9 -30 -19 DATE: ATE: PLANING CASE NO: 18 -034 CDP LWE III Qq P Ma =o� 0 mu 0 N �X Nv LL W LIB Z (D DRAWING NO. W Z Lu SG w SHEET 2 OF 3 - - AS -BUILT 2l 09 /30 /j.J N E. IST EXP. DATE: DATE: 65 22 No. 65122 A 2. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. Exp. 09/30/2019 WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. * 3. WATER SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER sT \P AGENCIES' STANDARDS COMMITTEE (WASC). �l f Or I V I l f Oda 4. (E) %" WATER METER TO BE UPGRADED TO 10 DUAL SYSTEM AT OWNER'S EXPENSES. DESIGNED BY: I DRAWN EY7 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES RI ERIN RIST RV E N RIST PLANS PREPARED UNDER SUPERVISION OF RE OMME DED A PROVE SIMPLIFIED GRADING PLAN FOR: DATE: z 21 "Tq / 1609 DEBANN RD, ENCINITAS, CA 92024 BY: r_- (� _ - R.C.E. NO.: 65122 J SE OWENS �? %�h?�R BRUCE RESIDENCE u� APN NO. 260- 543 -05 ERIN RIST EXP. 9 -30 -19 DATE: ATE: PLANING CASE NO: 18 -034 CDP LWE III Qq P Ma =o� 0 mu 0 N �X Nv LL W LIB Z (D DRAWING NO. W Z Lu SG w SHEET 2 OF 3 - - C J 5 5 J 6 Jl s z SECTION PLAN NOTES 1. 314" ROCK IN BURLAP TYPE BAGS. 2. BURY FIRST BAG ONE HALF BAG DEPTH. 3. PLACE BAGS TWO HIGH. 4. OFFSET BAGS. GRAVEL BAG DETAIL NOT TO SCALE 1 Z 1 -1/2 CRUSHED ROCK I l i= III, -I I I- II_„ i" REFERENCE. CASQA* TC -1 PROFILE * CALIFORNIA STORMWATER QUALITY �P ASSOCIATION — CALIFORNIA PER PLAN STORMWATER BMP HANDBOOK, CONSTRUCTION EXISTING GROUND �k CHANGE NO. PLAN NOT TO SCALE BLIC RIGHT - -OF —WAY PROVIDE APPROPRIATE TRANSITION BTWN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT OF WAY . W 1. SET POSTS AND EXCAVATE A 4X4IN(10BY10CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. ATTACH THE FILTER FABRIC AND EXTEND IT INTO THE TRENCH 11 \4 x 4 TRENCH (10 CM) 3. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC II�i11777 �iitll= SILT FENCE E3 NOT TO SCALE 1 .Is..•'1 • " • IT -• • Ail 1• bIATP2 1 •• 1 SCBWX OkR • E END CF NE OW CF MMMON -• q: •V .• DLTUW A NE.Rr No. 65122 Exp,09/30/2019 STORMWATER BMP LEGEND SEDIMENT CONTROL BMPs Fs-E-- -8 GRAVEL BAGS PER DET Et /SHT 4 SE -5 FIBER ROLLS FR SE-1 SILT FENCE PER DET E31 SHT 4 SE -7 STREET SWEEPING AND VACUUMING SE -10 VELOCITY DISSIPATION DEVICES TRACKING CONTROL BMPs TC -1 STABILIZED CONSTRUCTION ENTRANCE PER DET E2 1SHT 4 NON —STORM WATER MANAGEMENT BMPs NS -3 PAVING AND GRINDING OPERATIONS WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs WM -1 MATERIAL DELIVERY & STORAGE WM_ MATERIAL USE WM_ STOCKPILE MANAGEMENT FW-M---4 SPILL PREVENTION AND CONTROL SCALE AS —BUILT DESIGNED BY: DRAWN CONSERVE NATURAL AREAS, SOILS, AND VEGETATION BY: CHECKEU BY: ENGINEERING DIVISION APPROVALS ERIN RIST RV D -6 RUNOFF COLLECTION ERIN RIST _ z PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED/ HORIZONTAL: NOTED 09/30/1 U 6 DATE: 2'21'Iq BY ( /ice 4 E RIST EXP. DATE: R E: 5122 DATE: R.C.E. NO.: 65122 JE E OWENS d : �� tDT VERTICAL: NOTED �u��1 s" ERIN RIST r EXP. 9 -30 -19 DATE: : yWM_ SOLID WASTE MANAGEMENT yyM_ HAZARDOUS WASTE MANAGEMENT yyM_ CONTAMINATED WASTE MANAGEMENT WM— CONCRETE WASTE MANAGEMENT WM— SANITARY WASTE MANAGEMENT WM -10 LIQUID WASTE MANAGEMENT CROSS —REF CASQA CONSTRUCTION BEST MANAGEMENT PRACTICES SOURCE CONTROL BMPs: C 71 PREVENTION OF ILLICIT DISCHARGES INTO MS4 PROTECT OUTDOOR MATERIALS STORAGE AREAS FROM C -3 RAINFALL, RUN —ON, RUNOFF, AND WIND DISPERSAL C -5 PROTECT TRASH STORAGE AREAS FROM RAINFALL, RUN —ON, RUNOFF, AND WIND DISPERSAL C -6 ADDITIONAL BMPs BASE ON POTENTIAL SOURCES OF RUNOFF POLLUTANTS — ONSITE STORM DRAIN INLETS LANDSCAPE /OUTDOOR PESTICIDE USE SITE DESIGN_ BMPs D -1 MAINTAIN NATURAL DRAINAGE PATHWAYS AND HYDROLOGIC FEATURES D -2 CONSERVE NATURAL AREAS, SOILS, AND VEGETATION D -3 j MINIMIZE IMPERVIOUS SURFACES D _-4j MINIMIZE SOIL COMPACTION 1575 IMPERVIOUS AREA DISPERSION D -6 RUNOFF COLLECTION LANDSCAPE WITH NATIVE OR DROUGHT TOLERANT SPECIES =DUG BASIN NOTE. BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ARCHIVED, PRIOR TO OCCUPANCY AND /OR FINAL. 161WATiM1 [e111111111,[01 1�0 G SHEET 3 OF 3 Q O K W F Z O i i a AOr QUO �co, �x s a J_IX J� s� ®0 JD