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2018-13899-G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION 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 HISMER PROPERTY LINE IS, DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FORA 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 'LIMITED GEOTECHNICAL INVESTIGATION PROPOSED RESIDENTIAL RECONSTRUCTION 228 FLORITA STREET, ENCINITAS, CALIFORNIA" PREPARED BY MURBACH GEOTECH DATED SEPTEMBER 21, 2017, PROJECTAMG-17-20 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT_OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED 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 N0.13899-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE 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 CITV'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE. TREE REMOVAL. CHANGE NO.1 DESCRIPTION APPROVED DATE EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT VICTOR DONATELLI AT (760) 212-8417, 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. B. 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. B. 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. 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 IMPBMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMPBMP 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. 1. WATER MAINS, LATERALS AND APPURTENANCES SRALL 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. B. CALIFORNIA STATE LAW ASSEMBLY BILL AB-19531S 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 DESCRIPTION2.5' DISK SFAWO IN KEIL MW BC-4- LOCATION: ATERSECMW OF PWFAL SE Q U A0A AYE RECORD FROM: OTY OF E,OM7AS- 1100 ,FOS 18416 ELEVATION: 60601' DATUM: NAH188 PLANNING REVIEWER STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETEWASHOUT 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 W 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 OFFSITE. 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 VECETATION 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) 4364151. 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. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS -CSD/ESD-(760)-633-2770 LWD 760-753-0155 B. GAS S 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: 22 800 SO FT IMPERVIOUS AREA AFTER CONSTRUCTION: 2�726 SO FT INCREASE IN IMPERVIOUS AREA: -74 SO FT IMPERVIOUS AREA REPLACED: 22 2626 SO FT 1 m OWNER ST GABRIEL- DONATELLI FAMILY TRUST 228 FLORITA STREET SITE ENCINITAS, CA 92024 SITE ADDRESS 228 FLORITA STREET APN: 256-361-17 1 LEGAL DESCRIPTION 11 a� LOT 13, BLOCK'C" OF NORTH ENCINITAS, .'PACIFIC 5/1 IN THE CITY OF ENCINITAS, IN THE -OCEAN COUNTY OF SAN DIEGO, STATE OF �J CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1845. FILED IN THE OFFICE `\ OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. JULY 18. 1925. VICIN/TYMAP THOMAS BROS. MAP 1147-B6 OWNER'S CERTIFICATE NO SCALE 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 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. oZ DATE: IZ-11 -lb SIGNATURE: 'TVII,CTOR C,.A,RLL DONATELLI SIGNATURE },1�y ��fpj�/}� SIGNATURE:(�,1�.R/UR,F/LW'/(/V N^""-DATE: IZ III DA `T GABRIEL DOGABRIEL DON TELLITELLI I, SAN[ SUTANTO 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 AUGUST 30, 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/PROJ�CT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED:-y/`�'-. RCE NO.: 51873 EFFS6/q„ EXP. DATE: 613012020 ''cc���\SU TqOFi. JOB#:MG-17-20 g No. 5187i E+ Exp. J?/30/20 MURBACH GEOTECH 3130 N. EVERGREEN STREET `%y Cry1V SAN DIEGO, CA OP CAL\E& (619) 222.2044 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 HISIHER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. s / rhLfESSIp„ SIGNATURE: DATE: ��+' % \E,L J. IEL J. VALDEZ � Q2 O�� COFFEY ENGINEERING, INC. IN C076074 9666 BUSINESSPARK AVENUE, SUITE 210 SAN DIEGO, CA 92131-16461 PH(858)831-0111 I FAX(85B)B31-0179 RCE EXPIRES: JUNE 30, 20ZQ �- OF CAVE EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE= N/A I<5%SLOPEI H:_V MAXIMUM VERTICAL DEPTH OF CUT= 3.7FT MAXIMUM VERTICAL DEPTH OF FILL = 1.6FT CUT= 75 C.V. FILL= 10 C.V. EXIIMPORT= 65 C.V. REMEDIAL= 115 C.V.(2' REMOVAL AND RECOMPACTION UNDER AND 0' OUTSIDE OF BUILDING AREAS) DISTURBED AREA = 4,000 PP (0.09 ACRES) F7[L\491. C41ul ::1 TITLE SHEET ................................... I GRADING PLAN ................................ 2 CONSTRUCTION OMP PLAN........... 3 RETAINING WALL DETAILS .............. 4 BMP PROJECT STATUS 1 STANDARD PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT Iz-, 16 L 1 ��5&-12./$ �21i(II� SIGN DATE SIGN DATE SI N DATE SIGN DATE SIGN ATE ESICNEo eY: DRAIW HE CCKED Bv: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DV DVWN PLANS PREPARED UNDER SUPERVISION OF DATE : /Z R.C.E. NO.: 76074 DANIEL J. VALDEZ EXP.: 6 30 20 RETM, AOPAOVeG: � AK - G 1 GRADING PLAN FOR: PLANNING CASE NO: 228 FLORITA STREET DONATELLI RESIDENCE (APN: 256-361-17) 17-217 CDP 13899-G DEUE DATE DA SHEET 1 OF 4 J 4) A U Z 6 Z E Lu W € Z_ a. W 8 W LL � Oa "m LDEV-011326-2018 Vl rLK rLNly t, IIll,it} I. � it ,! 29 MTN. 29 MIN. - II 1 B ! - 1 j --'-_. III lr=lr�l=i ,+ *BIORETENPON AREA I= FOUNDQ MEADIt &TACK i +/ / i � // / .. ,f ; " /i 1 / �� / �% �' .'` � /' � ice : j / f � / BRW 6 .40 i,. 'e d '/, f' PER DETAIL 'A' PROTfT i IN PACE `-L w=Yi 1b �nv sea3 'i - t _-:' /- - z� f:-z'- // /-- L- - BOTTOM=61.18' 4" PVC DRAIN F sD.t6 h I m VEGETATED COVER ,•`"i 71 TRW=65. 10 TRW=64.80 TRW=64.10 PIPE®L5% s �,I�;IAI I (MIN. 4" GRASS) BRW=63.10 BRW 629 TRW 64. 10 BRW=62.70 TRW 64. 1° TRW=6320 TRW=62.70 BRw sz9s l �ONBRW 62.6 BRW=6260 BRW=6240 FI DETAIL 'C' EARTHEN SWALE TF-62.1° TF 6192 i^ _ 100 00 -lee O� TF=616° 7F-6f,40 �"; i r I ell... ., ,"' _. _ rn_...._ m ..a _ .33 ii. s ' : NO SCALE v v}p O a `xx in m 7 _ _ OUTLET CFS CIC ILoAaMm[N ,MASA/f. ANQ IET� CMU PILASTER & 6 ., P WATER &7EVLECOMe- h - W 6 ATRIUM CRATE .I 1 73i - A•Mov L [pVlNAIf AEC. fe• 6 PUNTING STRIP �5.0' P.C.C. �(W/DYMONDIA MARGARETAE - BE 'ZTO 5 9 v. v 9 5 . - . . + IM=62.01' 0.52 j AND SILVER CARPET CORTEX STEEL PLATE u� v 10 v p,� o ONNECTIQQ P IN\ a T IE-60.77 > 7C� V+� 2.91 FPS qS OOL aolY. ) > H. a CKi, _.-- --.. a it Y _ NF MIN P.C.C. TO TU DETAILS SHEET 4) c o P ME(ER METER lE 7 94�"o I CONFIRMED EE STRUCTURAL WALL PLAT.) I hl 7e(P) CONCRETE SWAL �yT 3j / N O _ ENGINEER AFTER $! y .0 GRIND A - COMPACTION TESTING §1 1.,.,� �S ,'\s ' ./ % • - v / �. x _ - ro -jay OVERLAY PER o C 'DOE DETAIL �� ,k :L.. f _ .-. 6" CRUSHED 0 o `L6 �f/ /,f �//l �� / - I ° " * s "1 il'., 1 C /--.,�y ROCK 0 6 p 6 _ -- Js " .2� '"'�� (E ` COMPACTED NATIVE MATERIAL s a, - WA 1 0 L \ / DETAIL 'D' DRIVEWAY EX GMII R€7 INING�� NO SCALE WAY(,LD,T71 IN w m i 6' x CONCRETE BANDED DRIVEWAY ° �� 120' DRIVEWAY G[ f \\\\�qyy f O �\\ ^ • r _ - ' w .. - ?�` i PER SDRSD G 140 �I - I _ ei PER DETAIL D Q icy I( PLAN77 G AREA `o `� SINGLE FAMILY RESIDENCE a ¢ w / / - FINISH FLOOR: +63.87 Ir o IIt ' a _ �:ffi �9 ,,, r i. gf1• a� >p 1+1 I' " __ - _ ro- t ito �W000 DECK FOR CONTRACTOR TO OBTAIN a SEPARATE RIGHT-OF-WAY PERMIT r a �Ic 2a --ABOVE GRADE 3 - WORK IN RIGHT-OF-WAY IL ;I ag `O " - EL=63.70 i / - .' e •2: i / / ! I. ' i ;'. * "� �. I, i\'J 35 ^ TO I" COPPERWATERDLATERAL AND DUAL E UTILItt TRENCH it ; - ///, a ® / w w 6 _ j c+z i f %' / i J i� ' PUMIf�O I ' 00 METER PER WAS WS-09 & WI 17 AT BACKRLLAND RESURFACING a d%'S ID f �' --°IV d i * �� OWNER'S EXPENSE. PER COE STANDARD DWG. r poles y G3 y AREA Z j / � - % 'y' v 18.0, =`7 it • T ;x .'/ ftIM=62.D4/ O rod/ f / IE=STET ���� / f ;' 6� e 'e"�•r a e" RIM-6°.22 P EARTHEN SWALE 4 PVC I® L86$ 77 N �- ._ 1-� _.. �_SETH4CK- 6 .� a- U .. j/ - - _- i•V , �, /PER DETAIL C .. _._ ry__ - 9 v Fi O m ;k , I, - in _ - -_� ����_�- ,.ham,- -� �'`_ _. �`� _ - �tD-27 CURB y"'.._ _ _ H.4 - - :- - - RIM 61.73 _-. - __. ' �� i'`i� �W=O. S l' 00'OOl _3 0£' OG ZON It 6o.2 - ti o. -TW 8.43 7W 68 43 - - 6 - - PVC ORAI 11 CFS �x Vrm 2.99 FP i IE 59 48 / XrjjW-64.80ftw s4.80 4" / ; ur PI1.0IIIBRW 61GJ� /I// BRW 60.80 / � CMU PILASTER & TF 6003� F i ffTF r59 0 / / /� % CORTEX STEEL PUTE"AREA FOR STORM WATER gUALItt TO BED % ' ! ! i PRIVATELY MAINTAINED AND NOT TO BE 6 ARTRIUM GRATE I 20' o(^'- / /� l / WALL *BIORETENTTON AREA ¢ 3 T01 .l, !M ', f - f ' MODIFIED WITHOUT A PERMIT FROM THE CI1Y PER DETAIL 'A' M=61.06 TO ¢ a r ' __. (BOTTOM=60.22) E=5s.66' Rqw Q LEGEND a 1 DESCRIPTION REFERENCE SYMBOL B'°--`,"� 4� _._ C% PROPERTY LINE N�'�' PROPOSED CONTOUR -90- �.. EXISTING CONTOUR -- PROPOSED SPOT ELE✓A77ON 10000 - (P) PLANTER WALL PER GET. 3 R r1.5 FINISH EXISTING R FLORITA 5TRE EXISTING SPOT ELEVATION I GRADE GRADE i 5 0 5 10 15 ® SHEET 4 1 OfLOECK �=F-,� BIORETENTION AREA DETAIL 'A' BUILDING FOOTPRINT r- 1 _ ....-... - _____-. _---_--__-______ _. ._ _- I --..--....-.._- - Z g 58 SB SCALE"- I "-5' DRAINAGE SWALE OR DIREC77ON OF FLOW �- 0 +00 SECTION AA' I+To 1+25 2-3 HARDWOOD MULCH ? CRATED SCALE 1 af0 DEEP ROOTED DENSE, INLET PER 6" LANDSCAPE DRAIN ® DROUGHT TOLERANT PUN ON Z LANDSCAPE RETAINING WALL DETAILS - SHEET 4 EXISTING PLANTING SUITABLE PVC PIPE - L m MET. WALL .SITE WALL CORTEX STEEL L CRATE OR WELL DRAINED SOIL RISER EXISTING RETAINING WALL `' �a^-'�' FINISH EXISTING PER DEL 10 (SEE DETAIL 6 SHL4) PLATE FENCE FW (GRADE AT TOP OF WALL) L € CONCRETE FlALWORK (PVT.) GRAD GRADE- SHEET 4 EXISTING 6NW1DE COBBLDISSIPAR7ER� BOARD TRW (GRADE AT TOP OF RETAINING Z 5 - _ GRADE K`r PORTION OF WALL) e SIDEWALK SDRSD C-7 a 60- L4' _---- EX. 60 -___ -_ _017ADE OUTLET URB CONC. 10" - L WALE IE=59.48 STEPS i- e EX. _ HEADWALL OR L 57 S7 60 - 60 60 60 CUTOFF WALL LE SURVEY MONUMENT ° 6- TRIUM GRATE 0+00 SECTION 'B-B' 0+61 RlM=fi1.06 4" PVC 58 58 PER PLAN - _ BRW (GRADE AT BOTTOM OF O SGLE: 1 =10 = 0 1.5% 0+00 0+10 CMUr PILASTER -8- DETAIL 72 -SHEET 4 �❑ 55 - 55 12" MIN. �� RETAINING PORTION OF WALL) U a - rsTE� o r SECTION D D' 6 TRIUM o+DT SECTION 'C-C' °+Js .I �I DETAIL NCL-- /� / `�;� 5CaLE' 1 -10 24" MIN. a DETAIL BUBBLE SHEET N0.-•4 Y� RET WALL E WALL PER }°. ATRIUM GRATE' 1 =f0 ENGINEERED J . -IF (TOP OF FOOTING) `flJ RIM=62.01' "RPM / GRAVEL PER DEL. ]0 DEL 12 62.01' STEEL PUT' E-FRET. WALL -- SOIL STORAGE OULET PIPE DRAINAGENOTES SHEE 4 R E=STEEL SHEET 4 IE=60.77' D-27 CURB WALL/FENCE PER DET. 11 pwSE V4a *SEE NOTE LAYER IE PER PUN NOTE OUTLET JSEET04 \vv A BELOW If THIS IS Q A STRUCNRAL DETAIL IT IS 2. ALL CATCH B451N LEADS TO BE 4" PVC ®2X MINIMUM SLOPE UNLESS OTHERWISENOTED. WALL-/=60.57 ,'=\, *BIORETENTION ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24' DEEP "SANDYFOR REFERENCE ONLY. STEEL PUTE1. ALL MAIN DRAIN LINES SHOWN TO BE 6" PVC 0 1% MINIMUM SLOPE UNLESS OTHERWISE NOTED. EX.WALL FENCE �i, LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE ka SHALL J. HARDSCAPE GRADES TO BE iX MINIMUM TO DRAINS AND AWAY FROM STRUCTURE. 60 EL=61.16' 60 ---- ------ 60 6T -------6i I ao. c0'asc�< , w,1 60 II CONTAIN 50-609 SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 4. SOFTSCAPE GRADES TO BE 2% MINIMUM TO DRAINS (1%WHERE FLOW IS CONCENTRATED) AND 2% 0.83' 58 4" PVC 58 � 58 m� o- t 20-30% TOPSOIL MINIMUM AWAY FROM STRUCTURE. 58 58 0+00 ® 1.5X 0+23 0100 0+13 "v sv e= DETAIL B' - TYPICAL RETAINING WALL 5. SOIL COVER ABOVE DRAIN LINES SHALL BE 12" MINIMUM UNLESS OTHERWISE NOTED. 0+00 0+10 SECTION EE' SECTION'G-G' DETAIL 'A'- BiORETENTIONAREA 6. NOTIFY CIVIL ENGINEER IF ANY NON -DRAINING SUMP CONDITIONS BECOME APPARANT DURING SECTION F F' scALe i -1D scALe , -,D -� �L ABBREVIATIONS CONSTRUCTION. SCALE: 1•=10' tel '�/id NO SCALE NO SCALE IGNED BV: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT Dv Dv Dv ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS -BUILT - SRN 12-10-20 - INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO � AAomove • GRADING PLAN FOR: 228 FLORITA STREET RECORD FROM: DISK RAMPED A YjKl M1pN. E1&16 - GATE DATE - LOCATION: I�FCTM � PI ST. & Tel M1 AVE „LJ Io�u�2o PUBLIC WORKS 13899-G RECORD FROM: LYTY CF EM]WTAS-/1025 m'J518416 PLANNING 5T6uEr DONATELLI RESIDENCE ELEVATION: 60,601' R.C.E. NO.: 76074 DATUM: N44418B 12-10-20 REVIEWER (APN:266-361-17) .SR.vliil]ENGINEER ne201 DANIEL VALDEZ -�•/� __ __ [ INSPECTOR EXP.;; 6 30 20 D E PLANNING CASE NO: 17-217CDP SHEET 2 OF A LD E V-01 1326-2018 ' i I t!I 1 I ` Al I �t f Ilt Y� f - J i f! GRAVEL BAGS PER ) S�� 3r ,00 OOl ,0f Ol ,ZON a p t f /re 1Fill f . _ B TH b 3 77-1111,11 ,00'OOl 3„O�% ,0l ,ZON FENCE PER SE - I CONSTRUCTION BEST MANAGEMENT PRACTICES 5 D 5 10 Is (BMP/ NOTE "=5' EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE SCALE. 1 MATTING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON LEGEND SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, DETENTION BASINS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM DESCRIPTION STD DWG * SYMBOL i CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR N454545W HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. PROPERTY LINE SILT FENCE SE-1; DETAIL 'R• POST -CONSTRUCTION BEST MANAGEMENT GRAVEL BAG BERM/BARRIER SE-6; DETAILS 'W' & 'V' PRACTICES (BMP/ NOTE DIRECTION/COURSE OF FLOW NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, HAZARDOUS AND CONCRETE WM-6, Ali 'Y WM-8 ROOF ROOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES SHALL BE IDENTIFIED ON THE WASTE MANAGEMENT DETAIL SITE PLAN. MOST COMMON MEASURES ARE DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS SANITARY WASTE WM-9; DETAIL 'T' WM-9 THAT ARE DESIGNED FOR BMP'S SHALL BE DELINEATED ON PLANS AND A NOTE PLACED (PORTABLE TOILET) ON PLANS PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS WITHOUT A CITY PERMIT. INLET PROTECTION SE-10 (� RAIN GUTTERS FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF MATERIALS DELIVERY AND STORAGE AREA WM-i WM-1 DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL TEMPORARY TRASH/SOLID WASTE WM-5 WM-5 SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. DESILTING BASIN NOTE.' STREET SWEEPING SE-7 (NO SYMBOL) BIORETENTION BASINS SHALL EXCAVATED AND USED AS VESILTING BASINS DURING STABILIZED CONSTRUCTION ENTRANCE TR-1 p O O 0 O O CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION O O p O BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL STANDARD DRAWINGS (SE-5, WM-5, ETC.) CAN BE FOUND AT THE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) WEBSUE. https://www.casga.org/resources/bmp-handbooks/construction CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT 1 AS -BUILT SRN 12-10-20 DESCRIPTION25. Ji STAMi IN KEIL MON. ENC-25; 10/26/ZO PUBLIC WORT -- LOCATION: INIOSEC60N CF MjA5 SI. 0 U 0SS9 A4£ RECORD FROM: ON CfVNTAS- }1025 RC5 18416 DANIEL VAL EZ DATE PLANNING ELEVATION: 60601' StevmNOwalo DATUM: i 12-10-REVIEWER SR. ENGINEER DATE lucocnl INT. III \I IA I VICE INLET ui 1 - E 1 PROTECTION / 1 ! PER SE 10 ,„ _ _� •px �.. GRAVEL BAGS , PER SE-6 1 SILT v s . " PER SE-� Q4 �y P tNWB ' -4 ° P o o O �r I 0 wo of z C)CONSTRUCTION ENTRANCE ©p v PER TC-1 a O O v$O O `I'O O —' I1 STEET SWEEPING" (, I / O O C'i Q ! 1� PER SE-7 •� vc O.QO�O� �p fl0 o b o4 0 'o- 1 .1. a.... 0a0 00��0 W y 111 qo fi II t !— O b0 O V I, 1 U I P�o���0. O�OD pr) II! A ��� �� 1 WM-0 M 5 \ 1 ., iIL i a SILT FENCE �'� E- 1 1 PER S I t aF i Essl oC0760N . 44 / 0 7 1 � � INLET ! �d IV PROTECTION �'4'- - -" I ji �.� j Y 1 PFR SF In 01 'III , 9 INSTALLATION FABRIC ! " ABACK FILL STRENGTHENING Ut/AIL 'I' SANITARY TOILET /BIFFY) PROTECTION NO SCALE KEY IN FILTER FABRIC A STAKE CURB OR SIDE M CURB OR MINIMUM OF 6' BELOW OF TRAVE THE GROUND SURFACE fF _ AND 6" ACROSS, THEN- BACKFILL WITH DIRT OR GRAVEL n,T= Ell 51, IrRUNOFF /l BACK FIL DETAIL 'R' SILT FENCE INSTALLATION DATE :ff/j� R.C.E. NO.: 76074 DANIEL VALDEZ EXP.: 6 30 20 GRAVEL BAGS GRADE OVERLAP Ei RUNOFF GAP BETWEEN GS CTS AS SPILL DETAIL 'V' GRAVEL BAGS BARRIER NO -SCALE Z 10 1 WOOD FRAME " PLASTIC SECURELY FASTENED LU NT/RE L£ - PERIMETERAROUND Z r W/T4t'0 STAKES "U. TWO -STACKED SECTION I 2x10 ROUGH WOOD W FRAME , > o W II (VA M/N) I O i s n� 10 mil PLASTIC GAP BETWEEN BAGS LINING L - ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS I-6' MIN W000 STAKE (TYP) WITH ENDS OVERLAPPED TOP VIEW DETAIL 'W DETAIL Z' GRAVEL BAGS ON IRA VELWAYS CONCRETE WASHOUT -ABOVE GROUND NO SCALE NO SCALE CONSTRUCTION & POST-CONSTRUCTIONi PLAN ENGINE RING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. WNW Avc4. GRADING PLAN FOR:' 228 STREET aK DONATELLELLI R RESIDENCE 13899-G (APN:256-361-17) N0: 17-217 CDP LDEV-011326-2018 -PROMRTY LNE TYPICAL 6'-0" FENCE HALL eh"•I-0" TYP., U.O.N. • 24" O.O. GROUTED) y' DO NOT FULLY GROUT TNIB WALL 5 (Y) 0 24" EA. FACE • 3" = 5 (H) a Ib" EA FACE "NEMANPG 0 A 12" CMU (FART. GROUTED) 5 TIE8 • 16" )Bro. 2-5 CONT., Tee _ m of ciQ 5 1211 CMU SITE HALLS EXBT. RETAINING WALL. BHORE AB REc2'D —� 2-5 PROFERfY LINE Ir771 n 6" CPW, BDLiD GROUTED 9-W (N) 5(v)0*11 r-woPERrr LINE I 6" C , 8q-fP GROUTED 9-•4 (N)� 4 1 IIi�—III I- I U(V)a WATERPROOFING - ar OTI-IERb 9 v -IllLI�I lk CLR. I a• - I TYPICAL LANDSCAPE RETAINING NALL 3 W-D PROPER RFTAINMG OCNT. FTC,. TER CE kNMG 1 18'1/181 DESIGNED: WAM DRAWN: JMS CHECKED: WAM DATE: 1 OCTOBER 2018 REVISIONS DATE J .-D W J_ Q U. W J 0 F J a J Z Q O J W m z C9 z LLI i QL I— r LL LL W LV Z W ❑ N 'n N W LY 1� WALLS RC-LrWWQO AMO 4#40✓C0 QYC-sou co" AS PC IS-asTa. K7061.0000 RETAINING HALL - EAST PINF PL PROPERTY I NEST FENCE/RETAINING WALL AT ANTER „ TYPICAL STEEL PLATE FENCE PILASTER 9 12 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS --BUILT DeslGo ED ev: DRAWN ev: __cnEGOE_D_ev. rrhhn� ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 AS -BUILT _ SRN 12-10-20 _ INT. DATE PLANS PREPARED UNDER SUPERVISION OF R M GRADING PLAN FOR: 228 FLORITA STREET DESCRIPTION25" DISK STAMPm IN VrELL M0.N. E7JC-25; DANIEL VAL EZ DATE qiP OI/EO' `. LOCATION: IMERSEWON b Po AL ST. & U fAS1 AK. PUBLIC WORKS ---------- RECORDFROM: gi/OF EA4')Atl7A5-j1625 htl5 iB4i6 PLANNING J DATE ajl/4/D sTev me � DONATELLI RESIDENCE 13899-G -- — _. ELEVATION: 60661' StPNew Nowak. -�,§ R.C.E. NO. 76074 7 p -- DATUM: N9W83 12-10-20 REVIEWER pANIEL k1. VALDEZ �[ _ 0 (APN: 256-361-17) - - SR.ENGINEER DATE INSPECTOR EXP. 6 50 20 DATE D T PLANNING CASE NO: 17-217 CDP SHEET 4 OF 4 LDEV-011326-2018