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2013-11693 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 5 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. SEE SECTION 1804.3 OF 2010 CBC 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 "PRELIMINARY GEOTECHNICAL INVESTIGATION PROPOSED RESIDENTIAL REMODEL 56 E. G STREET ENCINITAS PREPARED BY GEOSOILS, INC. DATED DECEMBER 11, 2012, W.O. 6476 -A -SC 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. (PER SOILS REPORT PREPARED BY GEOSOILS, INC. DATED DECEMBER 11, 2012, PAGES 19 AND 20, RECOMMENDATIONS INCLUDE MONITORING OF EXISTING IMPROVEMENTS DURING CONSTRUCTION AND PHOTO DOCUMENTATION OF EXISTING IMPROVEMENTS PRIOR TO CONSTRUCTION.) 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 (112) 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.11693 -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 6 TO 8 INCHES AND THEN MOISTURE CONDITIONED AND 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 NET 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. ■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}438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT - 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. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DICK KURTIC AT (805) 338 -2706 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 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 BMPAMP 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 BMPAMP 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 REQUIRED FOR THIS STRUCTURE. ENVIRONMENTAL DATA 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1 :2 2) MAXIMUM VERTICAL DEPTH OF CUT =4' 3) MAXIMUM VERTICAL DEPTH OF FILL = 4' 4) AVERAGE DEPTH OF CUT = 60 C.Y./ 900 S.F. x 27 = 1.8 FT 5) AVERAGE DEPTH OF FILL = 00 C.Y. /3600 S.F. x 27 = 0.0 FT DESCRIPTION APPROVED DATE BENCHMARK > .SHT 3 • 11A. 3/14/ici DESCRIPTION: POINT NO. 1032 6459n ALLEW °' LOCATION: TC, 200'N OF E STREET, - But LT &, E SIDE VULCAN AVE, RECORD FROM: ENCINITAS SURVEY CONTROL ELEVATION: 92.00. NETWORK DATUM: NAVD88 EARTHWORK: CUT = 65.0 C.Y. FILL = 35 C.Y. EXPORT = 30 C.Y. REMEDIAL = 290 C.Y. ( +/- 4' REMOVAL AND RECOMPACTION UNDER AND TO 5' OUTSIDE OF RESIDENTIAL BUILDING AREAS PER SOILS RECOMMENDATIONS) ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATIONS, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE AND SWELL FACTORS). DEPTH AND QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY SOILS ENGINEER IN FIELD DURRING EXCAVATION. STORMWATER POLLUTION CONTROL $MP 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 EDCOAT (760) 436 -4151. A5 - ?u%L_T 66111vawz Oi WOR!= SCALE SPECIAL DISTRICT APPROVAL DESIGI HORIZONTAL: 1"=101 VERTICAL: N.A. 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. SAN DIEGUITO WATER DISTRICT NOTES: 1. 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. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS WRITTEN PERMISSION IS GIVEN BY SAN DIEGUITO WATER DISTRICT. 3. 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 SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING WATER SERVICES. 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS, WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. 7. CALIFORNIA STATE LAW ASSEBBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 8. ALL COPPER TUBING USED FOR AIR RELEASE, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATODE PROTECTION JN ACCORDANCE WITH WC -17 OR WC -18. LANDSCAPING 1. ALL L PE S O S SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINACE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. •O s� n SITE 56 E. G STREET t ENCINITAS BLVD. 13 � VICINITY MAP NTS IMPERVIOUS AREA NEW CONSTRUCTION IMPERVIOUS AREA: 1241 SQFT IMPERVIOUS AREA REPLACED: 591 SQFT IMPERVIOUS AREA REMOVED: 0 SQFT NET INCEASE IN IMPERVIOUS AREA: 650 SQFT PUBLIC WORKS I PLANNING AND BUILDING GREGORY A. CAUDILL DATE SIGN DATE UPERVISION OF DATE: 2 -13 -13 R.C.E. NO.: C -60957 EXP.: 12 -31 -14 ENGINEERING DEPARTMENT RECOMMENDED: APPROVEDD OWNER SITE ADDRESS RICHARD J. KURTIK 56 E. G STREET AND SUSAN C. KURTIK ENCINITAS, CA 92024 TRUSTEES OF THE APN:258- 211 -08 KURTIK FAMILY TRUST LEGAL DESCRIPTION DATED JULY 11, 1999 LOT 9, AND THE SOUTHERLY 20' OF LOT 10 340 PASEO PACIFICA IN BLK B OF EAST BLK 7, MAP NO. 33 ENCINITAS, CA 92024 1- 805 - 338 -2706 OWNER'S CERTIFICATE IT IS AGREEED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE (OWNER (DEVELOPER) SHALL HAbE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITTIONS TO THESE PLANS WHICH THE CITY ENGINERER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. 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. DATE: 3 / 13 DATE: SIGNATURE: GNATURE: RICHARD J. K K USAN C. URTIK TRUSTEES OF THE KURTIK FAMILY TRUST DATED JULY 11, 1999. 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 EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: �.P�I� DATE: GREGORY A. CAUDILL GAC ENGINEERING AND LAND SURVEYING I'as 725 OLD STAGE ROAD #7 A-Fty FALLBROOK CA 92028 A 4 760 -59 - O 4889 i SOILS ENGINEER'S CERTIFICATE ' I, Vllb W-SYAI REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIP,& LY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFYTHAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MWE BY ME OR UNDER MY DIRECTION ON 12. -,,- It- 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. DAVID W. SKELLY R.C.E. 47/85/7 DATE: JOB #: W.O. 6476 -A -SC, 12 -11 -12 I�Lil3 Company: GEOSOILS INC. 5741 PALMER WAY y "� CARLSBAD, CA 92010 760- 438 -3155 y� 1 &isrA'1 CCr+'fV .it 1A5dJ 64Mlow wsda�inNR , In D.vis:en q, As-T:t�• 3� i4sC.s .� 't4l& e0ifernou BJiJ a ss:«^s Cede, tol BMP PROJECT STATUS PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT MASIH MAHER GLENN PRUIM ENGINEERING/ PUBLIC WORKS DIRECTOR 11115/ 13 DATE DATE UA N DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE. CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT SIMPLIFIED GRADING PLAN FOR: KURTIK RESIDENCE 56 E. G STREET APN: 258- 211 -08 STANDARD ENCINITAS FIRE DEPARTMENT 1e 13 -086 C ©P 11 693 -SG SHEET 1 Q Lu Z co j N p to rn N po a^ LL �rn ? W4 IY Wand Z In ^° zoo IU N n U Q t� I 4 1e z w 1 � 4 08 -2 -13 LLJ I i Q. ' PER REC LLJ I II 0 L 1" PER 1 "'f0' 9 M wM �r H: IT"_ . =10, V. 11 SPECIAL NOTES ® EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 4" 7HICK OVER 4" COMPACTED CLEAN SAND. REINFORCE WITH N0. 3 BARS 0 18" 01C BOTH WAYS 0 MID -POINT OF SLAB. USE 520 -C -2500 CONC. LOT I M MAP 3 3 � I � O CONSTRUCT RETAINING WALL PER SDRSD C -2. LEGEND: ® EAST BLOCK 9 I I BOTTOM OF WALL ELEVATIONS SHOWN HEREON MAY VARY DURING ® CONSTRUCTION DUE TO SOIL ENGINEERS FIELD TESTS AND 3 N 04 NOTE THE DRIVEWAY DESIGN SHOWN THIS PLAN IS BASED HIGHEST RECOMMENDATIONS DEEPENED F0077NG MAYBE NECESSARY. BOUNDARY: - - - - o n I. ALLOWABLE GARAGE FINISH FLOOR ELE TIONS BASED ON CITY,' F ENCINITAS WALL DRAINS SHALL BE OUTLET TO ONSt7E OPEN AREAS o z u REGULATIONS. THE DRIVEWAY--DESTGN WORK FOR MOST VEHI 65 WITHOUT a 1� C ORIGINAL LOT LINE LOT 10. _ af SCRAPING,-- L-OW-PROFILE VEHICLES AND ONG WHEELBASE VEHICL S MAY 16 I - SCRAPE WHEN ENTERING THE GARAGE M THE SOUTHI >=� � ��-� -{ R ®A UNLESS N07ED UM GRATES BYENOS'ELO PRIVATE CATCH BASINS TED IN FLAWED AREAS REFER TO LEGEND ON EXISTING CONTOUR: 65 - - -- -- d ij i 0 / P� SHEET 1. { OVER HEAD POWER LINES: OHP 16 I I I ! �$ ®v�Nuti�lii3� BUILDING DOWNSPOUTS TO BE BE OUTLET TO ONSI7E OPEN AREAS OR WRL7RA7E ONS17E IIA SUIT ROOF DOWN DRAIN: • --1 16 BOTTOM FOOTING FOR GA GE MUST BE J �1 ® ,JF� ® DISTRICT TO REPLACE EX. 518 IN. WM, AND INSTALL SPRINKLER SERVICE MINI U 0.5' BQW OWLINE OF J j �° AI NI T 5'Vi4LE i 4 PVC ®75X ,yLtR i%ArS'1 - LINE DUAL METER NTH DUAL 3/4 IN. DOMESTIC AND 1 FOR FIRE SPRINKLERS 3 WIDE CONVENTIONAL VEGETATED SWALE: �-- _2, / 4. p O 12.5% ((e0, 7� CONNECT TO CUSTOMER SIDE OF METER FOR FIRE SERVICE. INSTALL DOMESTIC Q LI TS OF OVER EX. DUAL CHECK VALVE BEHIND THE METER, PER CITY OF PROPOSED BUILDING LOT SAN DIEGUITO WATER DISTRICT STANDARDS. I I i i ` " .` 4' PVC 013.8% 3 31 ✓ i BUILDING W41ER SERVICE TO BE EXTENDED FROM EXISTING METER IN ALLEY TO EXIS]ING CONCRETE PER PLAN: 9 o I I RESIDENCE WITH SCHEDULE 40 PVC HAVING 24" COVER (MIN.) & AS RETAINING WALL PER ARCHITECT PLAN: (SHT S3 -1) M O. I 4Q';I o BUILDING REQUIRED BY 7HE CITY OF ENCINITAS D uroi w COBBLESTONE DISIPATER PER PLAN: h Q EXISTING SEWER LATERAL TO REMAIN. ' cLn w o+ Ago ? 8(J. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AN SILT FENCE SC -1 � B B CID ro�<v� ro ` A ENCROACHMENT PERMIT FOR ALL WORK TO BE PERFORMED IN THE ENCINITAS CITY RIGHT-OF-WAY GRAVEL BAGS PER PLAN: e j 7'E 100,00 j 41 I N83 �0 X .5 %„ ^I, ^^ J� APN 258 - 211 -17 O �N � - •-°" -+ � 4i �4 0• _� 'I" 9. THE CONTRAC7i7R SHALL OBTAIN A DEMOLITION PERMIT FOR ALL _[ ti ^ 0 2 STRUCTURES SHOWN HEREON TO BE DEMOLISHED. 1, . x. 6RicK PA °' z Y T S 1 PRIOR TO CONSTRUCTION CONTRACTOR TO DEMOLISH EXISTING CONCRETE PVC ` `' a 8 , 44 o ® PAVEMENT, WALLS, PLANTER, LANDSCAPING AND ALL 07HER I7EMS LOCATED DRIVEWAY �\ cn 1 0 8 ro`1 CONC. K o ,? )' C WITHIN 1HE LIMITS OF NEW DEVELOPMENT AS SHOWN HEREON Drain away - ' -A rd 4 Q �� - @ 5.0% for 1 ft. i o 1 iRL 1 F.F J 158.68 1. - 1 O% a o CONTRACTOR TO VERIFY SPECIFIC REMOVALS W1774 OWNER PRIOR TO f !� l TRC1 ''4' 0 2:ox 4° PVC 0 1.0 %:. ;. A ' I . R EX. z w k� � �, PROCEEDING WITH DEMOLITION i OF py%E -' 759 F.F. 161.42 c �. �( 1© EXISI7NG PCC DRIVEWAY 10 REMAIN. PAD 160.6 ° ° y 18" t16 ® NO GRADING SHALL OCCUR OUTSIDE 7HE LIM17S OF THE PROJECT SITE T I - o > VS 4 1 ` • ; ` -' J cP INSTALL 4W WIDE IRAFRC RATED 7RENCH DRAIN BY NDS, DURA -SLOPE DS -090 -N SDRSD C-2 �r Gt\4 8'6 °e cIeA�so 8p '� A SEPARATE GRADING PLAN SHALL BE SUBMITTED AND APPROVED AND A SEPARATE Water profing FI.EG STUB lk.A t -y J I J W �S �u1 40' BEGII VEGETA• O GRADING PERMIT ISSUED FOR ANY OFF SITE BORROW OR DISPOSAL SITE, IF LOCATED b ti WITHIN 7HE CITY LIMITS AN ENCROACHMENT PERMIT WILL BE REQUIRED TO IDEN77FY DECK ABOVE x ' h 4 IN '�'o ^�N 774E HAUL ROUTE PROPOSED FOR THIS PURPOSE. IF BORROW OR DISPOSAL SIZE IS F.F. 158:60' ,} „ yam' s Pggo o,• �h W 1 141<� , p,Ll ey LOCATED OUTSIDE OF THE CITY THE APPLICANT SHALL PROVIDE EVIDENCE OF RECEIPT h h� O v� 3 W C E 1-11313 GN Ca V Ttl: R OF REQUIRED PERMITS /AUTHORIZAAONS 56 E. G STREET �h' m �, F F. 149.3' m = i ' I HARD O� E ^� g ® COBBLE DRAINAGE DISSIPATER PER DETAIL THIS SHEET. PAD 148.5 i APN 258- 211 -16 Schedule 40 Perforated 4" dia GAS ptPE " (W DEMOLISH EXIS77NG PATIO, CONFIRM SPECIFIC AREAS K17H drain pipe w/ 1.0% min. slope 40 ' F.F. 158.68' 1 ITS OF OVER EX.�� t 8.70 � •; � � ,. THE OWNER. p5 g 4 (2)DEEPENED F0077NGS EXTENDED INTO UN- WEATHERED BED S IR2 j S8S C /HP y ROCK OR APPROVED ENGINEERED FILL PER �R181•• Footing ® p1 ev RECOMMENDATIONS IN SOILS REPORT FOR THIS PROJECT. f EXISTING RESIDENCE 58 - - - -• - `lop •ER SERVICE ACTUAL DEPTH TO BOTTOM F0077NG WILL BE BASED ON o REMOVE op ER A CONDITIONS REVEALED IN THE FIELD DURING GRADING. TO BE REMODELED 1 $IN WM EXISTING STAIRS F.F. 159.55 �S A / TG FiN. G�D'c . ®SEE CITY OF ENCINITAS ENCROACHMENT DOCUMENT, 148 6 L ��1.0 u % ENCROACHMENT PERMIT ON FILE K17H THE ENGINEERING E 0B ��,I,• �� 5T ^1� DEPARTMENT. DgqOC. �O.r 01� -1 PERMIT NO. l[G43 -PE ;IE SUPERCEDED SY I GARAGE APN 25B- &43 - (e,��e10VE `C TLfdJ19 HEADWALL SDITY PER D-30. IE OUT 150.20 DOG.* a014'009i.6a3 149.22 1 tia P ®1. REC•ON AAAR.I1, ZOW. Q CONSTRUCT PCC DRIVEWAY MIN. 5 -112 THICK ON 3 CLASS 2 A.B. COMPACTED 1 111111 ®' k ` S e-- 4 y.o SPECIFIED BY SOILS r s: D i � q1 E ENGINEER BASED ON OBSERVATIONS IN THE FIELD DR Ai 8 C ONC. AN A CO C F0077NG IMBEDMENT TO BEGIN AT BOTTOM OF GRATE DRAIN. ©F RAIN 1 I I ® GRADING PERMIT ISSUED FOR ANY OFF SITE BORROW OR DISPOSAL SITE, IF LOCATED b ti WITHIN 7HE CITY LIMITS AN ENCROACHMENT PERMIT WILL BE REQUIRED TO IDEN77FY DECK ABOVE x ' h 4 IN '�'o ^�N 774E HAUL ROUTE PROPOSED FOR THIS PURPOSE. IF BORROW OR DISPOSAL SIZE IS F.F. 158:60' ,} „ yam' s Pggo o,• �h W 1 141<� , p,Ll ey LOCATED OUTSIDE OF THE CITY THE APPLICANT SHALL PROVIDE EVIDENCE OF RECEIPT h h� O v� 3 W C E 1-11313 GN Ca V Ttl: R OF REQUIRED PERMITS /AUTHORIZAAONS 56 E. G STREET �h' m �, F F. 149.3' m = i ' I HARD O� E ^� g ® COBBLE DRAINAGE DISSIPATER PER DETAIL THIS SHEET. PAD 148.5 i APN 258- 211 -16 Schedule 40 Perforated 4" dia GAS ptPE " (W DEMOLISH EXIS77NG PATIO, CONFIRM SPECIFIC AREAS K17H drain pipe w/ 1.0% min. slope 40 ' F.F. 158.68' 1 ITS OF OVER EX.�� t 8.70 � •; � � ,. THE OWNER. p5 g 4 (2)DEEPENED F0077NGS EXTENDED INTO UN- WEATHERED BED S IR2 j S8S C /HP y ROCK OR APPROVED ENGINEERED FILL PER �R181•• Footing ® p1 ev RECOMMENDATIONS IN SOILS REPORT FOR THIS PROJECT. f EXISTING RESIDENCE 58 - - - -• - `lop •ER SERVICE ACTUAL DEPTH TO BOTTOM F0077NG WILL BE BASED ON o REMOVE op ER A CONDITIONS REVEALED IN THE FIELD DURING GRADING. TO BE REMODELED 1 $IN WM EXISTING STAIRS F.F. 159.55 �S A / TG FiN. G�D'c . ®SEE CITY OF ENCINITAS ENCROACHMENT DOCUMENT, 148 6 L ��1.0 u % ENCROACHMENT PERMIT ON FILE K17H THE ENGINEERING E 0B ��,I,• �� 5T ^1� DEPARTMENT. DgqOC. �O.r 01� -1 PERMIT NO. l[G43 -PE ;IE SUPERCEDED SY I GARAGE APN 25B- &43 - (e,��e10VE `C TLfdJ19 HEADWALL SDITY PER D-30. IE OUT 150.20 DOG.* a014'009i.6a3 149.22 1 tia P ®1. REC•ON AAAR.I1, ZOW. Q CONSTRUCT PCC DRIVEWAY MIN. 5 -112 THICK ON 3 CLASS 2 A.B. COMPACTED 1 111111 ®' k ` S e-- 4 y.o SPECIFIED BY SOILS r s: D i � q1 E ENGINEER BASED ON OBSERVATIONS IN THE FIELD DR Ai 8 C ONC. AN A CO C F0077NG IMBEDMENT TO BEGIN AT BOTTOM OF GRATE DRAIN. ©F RAIN 1 I I ® ® RECOMMENDED ALIERNAIING SLOT EXCA VA 71ONSFOR REMEDIAL EAR771WORK P P PER SOILS REPORT BY GSl DA7ED 12- 11 -12. �. P gET AT 4.00 N NOTE: ALL BMP'S AND DRAINAGE STRUCTURES ARE OWNERS MAINTENANCE ,,'.CONCRETE Culurr O > W SUBGRAC EiCI€/ .a `, ogt 1 IgZR 8 TREE? Ii ij 1 019T 1q}.65 3 4» FOR 1E SUBDRAIN P 2 }}}.. PH ALT I =.. MONUMENT CORNER RESPONSIBILITY. NOT TO BE PAVED OR ALTERED WITHOUT CITY PERMIT. _ �y I�1'3A�i i i 1 OFFSET FROM CCNC. IRP BOX O VISION OF 100,00' ° ALSGN� ' OPERTY LINE 3 WIDE ,77 d „ Ur �' ., SWALE SHALL BE PLANTED WITH 3 FEET r l PER ADEQUATE GROUNDCOVER OR TURF. e Fi ST V�GnrE10 PLANTS THAT ARE NOT PRONE TO f a PORTI EC TURF REINFORCEMENT MAT MEN r IT ::. ` DOCU IR. PAGE 245, '� °a ._ LOCKING THE DRAINAGE FLOW MAY It "I APPLICABLE 6 i ALSO BE PLANTED ON SIDE SLOPES - ---� 1 ..,- 111��� �' "I LOC 6 ./A,CP WTR E AST G l�. ' ttLeC r pSL1G t 2 TO 3 IN, J' ROCK - �`G0aO 6' MIN. ENGINEERED SOIL :=--- •�., CL ° � 18'X18' OF J' CRUSHED ROCK wSEE NOTE BELOW ---- 4' PERFORATED PVC SECTION "B" IMPERMEABLE LINER AT LOY MIN SLOPE rarwN-CS # 'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 6' DEEP 'SANDY LOAM' SOIL MIX WITH NO MORE THAN 5% CLAY CONTEiT, THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL, NOTE, VEGETATED SWALES ON GRADES OF MORE THAN 2.5X MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES, NOTEi NO FILTER FABRIC IS TO BE USED IN THIS SECTION• t�v . - -• STORMWATER RUNOFF IN LANDSCAPE AREAS TO DRAIN AWAY FROM STRUCTURE 4" DIA AT 2.03' FOR 5. OFT. upper 18" of soil to be native Granular ridn soil El < 50 or pavement spec pg 45 Ii86kf'III �ompae ed of G S I Report dated 12-11-12 See geo.......... : "' 1:1 projection up from top OD rear projection of retaining wall footing. 3 Filter Material. Crushed rock (rapped in filter fabric such as Mirafi 140N) of ;N Class 2 Permeable Material. (see specifications above.) J " - Competent approved soils or bedrock RET. WALL DRAINAGE DETAIL RUNOFF FROM STRUCTURE, ROOF DOWN DRAINS AND HARDSCAPE SURFACES TO BE 3/4" GRAVEL nts Gravel Bag Barrier NOTES 1. Sock ¢v d 4 9rs t rot t„r¢¢ vertl t o v a6un"q 4aeh am a 1, o t g,o-d a onp<m n 2. io Mch add t. tiwl a a a9ditlarol row b 100 mm PVC Pipe N a,h. •so mm Mi, E Olamet¢r rock FLOW h . l m fl S S,�Gi16N Woven fgRr• as db94 filled fill rse sad & grovel -.N w61nt40 k, IDO mm Por , Moo ! a andge d pentlHq on Hid for dM1ono J mon o m_m I � FRQNT V•EA T-E3CAL SAN .. k„B R! RI f2 FSf L, oJi Qom/ .5' I DIRECTED THROUGH CONVENT70NAL VEGETATED SWALE PRIOR TO OUTLET AND CONFUENCE WITH PUBLIC STORM WATER FLOW. CONVENTIONAL VEGETATED SWALE BMP 1, PERMANENT POST CONSTRUCTION BMP NOT TO BE ALTERED WITHOUT CITY PERMIT fits 12 "02" COBLE STONE DISIPATER NOTE: ALL BMP'S AND DRAINAGE STRUCTURES ARE OWNERS MAINTENANCE DETAIL "C" - "C'° RESPONSIBILITY. NOT TO BE PAVED OR ALTERED WITHOUT CITY PERMIT. nts DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DE IG ED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROV S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT STzEGT 11 PRa4/F1�16AtT 3/4111y DESCRIPTION: POINT NO. 1032 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: APPROVE SIMPLIFIED GRADING PLAN DATE: 2- 13 -1.3 i►/I /I/1��, FOR: KURTIK RESIDENCE 411 LOCATION: TC, 200 OF E STREET, HORIZONTAL: 1 " =10' MASH MAHER LENN PRUIM rJ6 E. G STREET E SIDE Vl1LCAN AVE. ' QA ENGINEERING/ -ENNRUIMIC WORKS DIRECTOR RECORD FROM: ENCINITAS SURVEY CONTROL VERTICAL: N.A. I'6Kf' R.C.E. NO.: C -60957 ELEVATION: 92.00. NETWORK GREGO A. CAUDILL 11/15/13 ��- 2/- /3 APN: 258 - 211 -08 DATUM: NAVD88 EXP.: 12 -31 -14 DATE DATE 13 -086 CDP PIN +00957 � a 0- v z o0 a mQ --N, C7 Z_ a li' a W DRAWING NO. z �, W�s 11693 -SG Q CD SHEET 2 O 2'3 I L upper 18" of soil to be native Granular ridn soil El < 50 or pavement spec pg 45 Ii86kf'III �ompae ed of G S I Report dated 12-11-12 See geo.......... : "' 1:1 projection up from top OD rear projection of retaining wall footing. 3 Filter Material. Crushed rock (rapped in filter fabric such as Mirafi 140N) of ;N Class 2 Permeable Material. (see specifications above.) J " - Competent approved soils or bedrock RET. WALL DRAINAGE DETAIL RUNOFF FROM STRUCTURE, ROOF DOWN DRAINS AND HARDSCAPE SURFACES TO BE 3/4" GRAVEL nts Gravel Bag Barrier NOTES 1. Sock ¢v d 4 9rs t rot t„r¢¢ vertl t o v a6un"q 4aeh am a 1, o t g,o-d a onp<m n 2. io Mch add t. tiwl a a a9ditlarol row b 100 mm PVC Pipe N a,h. •so mm Mi, E Olamet¢r rock FLOW h . l m fl S S,�Gi16N Woven fgRr• as db94 filled fill rse sad & grovel -.N w61nt40 k, IDO mm Por , Moo ! a andge d pentlHq on Hid for dM1ono J mon o m_m I � FRQNT V•EA T-E3CAL SAN .. k„B R! RI f2 FSf L, oJi Qom/ .5' I DIRECTED THROUGH CONVENT70NAL VEGETATED SWALE PRIOR TO OUTLET AND CONFUENCE WITH PUBLIC STORM WATER FLOW. CONVENTIONAL VEGETATED SWALE BMP 1, PERMANENT POST CONSTRUCTION BMP NOT TO BE ALTERED WITHOUT CITY PERMIT fits 12 "02" COBLE STONE DISIPATER NOTE: ALL BMP'S AND DRAINAGE STRUCTURES ARE OWNERS MAINTENANCE DETAIL "C" - "C'° RESPONSIBILITY. NOT TO BE PAVED OR ALTERED WITHOUT CITY PERMIT. nts DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DE IG ED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROV S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT STzEGT 11 PRa4/F1�16AtT 3/4111y DESCRIPTION: POINT NO. 1032 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: APPROVE SIMPLIFIED GRADING PLAN DATE: 2- 13 -1.3 i►/I /I/1��, FOR: KURTIK RESIDENCE 411 LOCATION: TC, 200 OF E STREET, HORIZONTAL: 1 " =10' MASH MAHER LENN PRUIM rJ6 E. G STREET E SIDE Vl1LCAN AVE. ' QA ENGINEERING/ -ENNRUIMIC WORKS DIRECTOR RECORD FROM: ENCINITAS SURVEY CONTROL VERTICAL: N.A. I'6Kf' R.C.E. NO.: C -60957 ELEVATION: 92.00. NETWORK GREGO A. CAUDILL 11/15/13 ��- 2/- /3 APN: 258 - 211 -08 DATUM: NAVD88 EXP.: 12 -31 -14 DATE DATE 13 -086 CDP PIN +00957 � a 0- v z o0 a mQ --N, C7 Z_ a li' a W DRAWING NO. z �, W�s 11693 -SG Q CD SHEET 2 O 2'3 I L PIN +00957 � a 0- v z o0 a mQ --N, C7 Z_ a li' a W DRAWING NO. z �, W�s 11693 -SG Q CD SHEET 2 O 2'3 I L L ZI -0 16, 16I 16 151 " Ol z 1 +00 OVERHEAD POWER LINE I 3NII inam S oN3 ZI -0 S80S 83d N08dVA311b tIN3 Z0.0+0 CON VETION, I 'A 09+2 n 1+20 1 +40 1 +60 1 +80 2 +00 2 +20 2 +40 2 +60 2 +80 ALLEY PROFUZ H: 1"=10', V 1"=5' N 00 2 s, + r O N -1 (n m �N C2 n yN t0 rr- N = X \J rrl < r Cn G7 I ZD D o X Z N86 °19'00 "E o Am `} 00 co 5.0' 11.23' "G" CURB H: 1' =10', V 1"=5' 2 . 318" VARIES m ---- - - - - -- 3.00' G -XI 4 "p�6 64 L4"A-G-BERM CHECKED BY: N' 2/o MIN N N PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: �N C7 {i Drf — 0 0 CHANGE NO.I DESCRIPTION 1 NEW SHEET, ALLEY & G ST IMPROVEMENTS II f 0;0 g f Zf 4 r o4 > -e en m ",, O r? Ln Zv C> ha� - - . � ni e� 176 9 .... z O .. Cam, r• _ ,;,:_.... ,% S8 , 0 "ID + = 4�'_ .1� m P If DE -GRA DRP 6.42' v 8 2+ z� � V zm + F - mm c�c� 2+ M0 mOC+ ° 4.1c, 32 .p + G) rr ns.; n . RgMove E� -c e Z z °v II r y D PR �E S 00TH ITION -T LISTING PARKING L� A I T ARIfNd DES' r� P' c� S p A ELY ALLEY RIGHT OF AY Lljjj���jjj� m 1 ® om SLOPE TO I'' %- -I f+N -s. v Orr v-li o� ` aE BE FULLY n Y H: 1 " =10', RE- VEGCfAtEL'� I I a ,� ?� 19, 10NC. 'f-- � 7lRt r N83° 0'�E 8 " h100,00' DEDICATION n rPER DOC 1 2012 0147421 {I ! \ } o RECORDED MARCH 1 2012RTION OF G STACATED PER f r" ;''DQCUMENT.REC. JULY 15,;!`1948 O.R. PR DE L 1 6.90 TO I 7 EAST G STREET ' n x r� O — I n EAST "G" STREET H: 1 " =10', APPROVED DATE BENCHMARK SCALE M• M 7114/1 DESCRIPTION: POINT NO. 1032 LOCATION: TC, 200 OF E STREET, HORIZONTAL: 1"=10' lIP E SIDE VULCAN AVE. RECORD FROM: ENCINITAS SURVEY CONTROL VERTICAL: 1"=5' ELEVATION: 92.00. NETWORK DATUM: NAVD88 RR -1 v+ zw 29.4' 22.80' ERA 4 GA 1 4 FCC 40" W C+ \J A r Cn G7 I cu ' N86 °19'00 "E Ui `} 00 co 5.0' 11.23' "G" CURB H: 1' =10', V 1"=5' VARIES . 318" VARIES vo ---- - - - - -- 3.00' G -XI 4 "p�6 64 L4"A-G-BERM CHECKED BY: N' 2/o MIN U PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: 0 ........................... ® N6 °38'46 "W -- --- - - - - -- 3.00' ERM G-PI �(Fc-4 FOR: KURTIK RESIDENCE ALLEY APRON PER SDRS 717 /,� C -1 0' CURB DATA BEARING RADIUS LENGTH v+ zw 29.4' 22.80' ERA 4 GA 1 4 FCC 40" W C+ H: 1' =10', V 1"=5' A r Cn G7 I cu ' N86 °19'00 "E --- - - - - -- 28.76' ERM G -;aPol 4 per GRAOU `} uj 5.0' 11.23' "G" CURB H: 1' =10', V 1"=5' VARIES . 318" VARIES vo ---- - - - - -- 3.00' G -XI 4 "p�6 64 L4"A-G-BERM CHECKED BY: N' 2/o MIN U PLANS PREPARED UNDER SUPERVISION OF 0' CURB DATA BEARING RADIUS LENGTH [D ?Novi ®e clew A -C. PAf%KlmoC% T ANSITIoWS Dutb� �J 5 ®Z 54®PE ftV. 2.0OPe'PTIJ. VSE 408 A-c - 8+4s.& aw 90% C.O rAflAc®TC-® Ir1.NT14E LEMA OF PEIZh1nur- ! TU G/1 AOC OATCO 2 -23 -/S " aY ?AM KAUFM9AM/, owaER of s2r - an -Up, oN FSLE a CITY. ,. _1� 1 +35.92 FILL OPENING IN PAVER I UNITS PER MANUFACTURERS RECOMMENDATIONS. 3!`AGGREtrAfd 2:1 SLOPE 4" A.C. PAVING 6" VARIES 4" HIGH . C EER SDRSD G- 1 2% MIN at 4� ' 6" CLASS II BASE Ptc C "fib a0 exlvaAsD N4elL 131F0D1n161 EXISTING PAVING1 1.5" COLD PLANE 6" CLASS II BASE 2" BEDDING COURSE LAYER 1/4" TO 3/8' AGGREGATE 6"X16" PCC FLUSH CURB 4" BASE COURSE LAYER 1/2" TO 1" AGGREGATE PERMEABLE PAVERS ORCO 12" SUB BASE COURSE LAYER AQUA -BRICK OR EQUAL. 2 -1/2" TO 3" ANGULAR ROCK PAVER AND SWALE DETAIL NOT TO SCALE RNV STANDARD BLOCK SERIES 2" GRADE o o CAP UNITS D 163 X Q 161 UN- DISTURBED NATIVE 159 SOIL M 10' 10' ❑ --- - - -- -- 29.4' 22.80' ERA 4 GA 1 4 FCC 40" EOLY CURB RETURN H: 1' =10', V 1"=5' 0 N83 020'58 "E --- - - - - -- 18.51' i-ra.'� G�0 4 "064 go G7 I CRUSHED DRAINAGE N86 °19'00 "E --- - - - - -- 28.76' ERM G -;aPol 4 per GRAOU N ---- - - - - -- 5.0' 11.23' "G" CURB H: 1' =10', V 1"=5' VARIES A.C. SURFACE 318" VARIES N6 °38'46 "W ---- - - - - -- 3.00' G -XI 4 "p�6 64 L4"A-G-BERM CHECKED BY: 2/o MIN 3/8" 2/o MIN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: SIMPLIFIED GRADING PLAN ........................... ® N6 °38'46 "W -- --- - - - - -- 3.00' ERM G-PI �(Fc-4 FOR: KURTIK RESIDENCE ALLEY APRON PER SDRS 717 /,� C MASIH MAHER GLENN PRUIM ENGINEERING/ PUBLIC WORKS DIRECTOR 4" DIA PERFORATED. ADS �u _ ________ ❑7 - 5.0' 11.13' "G" CURB APN: 258 - 211 -08 4" IMBEDMENT EXP.: 12 -31 -14 DATE DATE 13 -086 CDP SURROUNDED BY CRUSHED STONE — 4" A.0 OVER 6" CLASS 11 A.B. 8" THICK P.C.C. RIBBON GUTTER OVER 6" CLASS II A.B. NOTE: In CONSTRUCTION MATERIALS SHALL CONFORM d TO THE STANDARD SPECIFICATIONS FOR PUBLIC TOTAL WALL HT. BURY WORKS CONSTRUCTION, CURRENT EDITION N �D TYPICAL SECTION ALLEY 11.13' NOT TO SCALE ti NOTE: PAVER INSTALATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER SECTIONIS SHOWN FOR REFERENCE ONLY. PAVER SECTION IS REQUIRED TO MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000LBS. 2' WIDE PAVER STRIP AT EDGE OF PAVEMENT AND KEYSTONE WALLS WITHIN R/W TO BE MAINTAINED IN ACCORDANCEWITH ENCROACHMENT MAINTENANCE & REMOVAL COVENANT D0C. -Q1Y- �Q -7la (Li1 ----- REC. 2LA_&1L,._ QLif- -- SAW CUT EX. LINE E.P. F.L. T ©P P.L. 4' -0' AND LESS 4" 0 NONE 18" I +/- V VARIES I 2' I VARIES I VARIES I y [D ?Novi ®e clew A -C. PAf%KlmoC% T ANSITIoWS Dutb� �J 5 ®Z 54®PE ftV. 2.0OPe'PTIJ. VSE 408 A-c - 8+4s.& aw 90% C.O rAflAc®TC-® Ir1.NT14E LEMA OF PEIZh1nur- ! TU G/1 AOC OATCO 2 -23 -/S " aY ?AM KAUFM9AM/, owaER of s2r - an -Up, oN FSLE a CITY. ,. _1� 1 +35.92 FILL OPENING IN PAVER I UNITS PER MANUFACTURERS RECOMMENDATIONS. 3!`AGGREtrAfd 2:1 SLOPE 4" A.C. PAVING 6" VARIES 4" HIGH . C EER SDRSD G- 1 2% MIN at 4� ' 6" CLASS II BASE Ptc C "fib a0 exlvaAsD N4elL 131F0D1n161 EXISTING PAVING1 1.5" COLD PLANE 6" CLASS II BASE 2" BEDDING COURSE LAYER 1/4" TO 3/8' AGGREGATE 6"X16" PCC FLUSH CURB 4" BASE COURSE LAYER 1/2" TO 1" AGGREGATE PERMEABLE PAVERS ORCO 12" SUB BASE COURSE LAYER AQUA -BRICK OR EQUAL. 2 -1/2" TO 3" ANGULAR ROCK PAVER AND SWALE DETAIL NOT TO SCALE RNV STANDARD BLOCK SERIES 2" GRADE o o CAP UNITS D 163 X Q 161 UN- DISTURBED NATIVE 159 SOIL M rn s ��', ., ALLEY WLY CURB RETURN ALLEY EOLY CURB RETURN H: 1' =10', V 1"=5' p m to G7 I CRUSHED DRAINAGE Gi N MATERIAL 24" FROM FACE H: 1' =10', V 1"=5' ?2.12 A.C. SURFACE SPECIAL DISTRICT APPROVAL CHECKED BY: ENGINEERING DEPARTMENT APPROVALS 30" HIGH MAX. KEYSTONE WALL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: SIMPLIFIED GRADING PLAN DATE: 2 -13 -13 FOR: KURTIK RESIDENCE ALLEY APRON PER SDRS 717 /,� C MASIH MAHER GLENN PRUIM ENGINEERING/ PUBLIC WORKS DIRECTOR 4" DIA PERFORATED. ADS �u M R.C.E. NO.: -60957 APN: 258 - 211 -08 4" IMBEDMENT EXP.: 12 -31 -14 DATE DATE 13 -086 CDP SURROUNDED BY CRUSHED STONE 00", WRAPPED IN FILTER FABRIC. In In ., d 1 +12.12 -BEG ALLEY APRON PER SDRS G -17 TOTAL WALL HT. BURY NO. OF LAYERS GRID LENGTHS N �D 11.13' ti (STATAGRID) 161 I^n Z CL N Z + °o° 1:2 4' -0' AND LESS 4" 0 NONE 159 y D INSTALL PER KEYSTONE STANDARDS FOR STANDARD BLOCKS n ° 157 ® C � D H m Z KEYSTONE WALL TYPICAL SECTION A (rI 06 f� NOT TO SCALE m rn s ��', ., ALLEY WLY CURB RETURN cn H: 1' =10', V 1"=5' p m to G7 I Gi N NEW uacr SPECIAL DISTRICT APPROVAL CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: SIMPLIFIED GRADING PLAN DATE: 2 -13 -13 FOR: KURTIK RESIDENCE /,� C MASIH MAHER GLENN PRUIM ENGINEERING/ PUBLIC WORKS DIRECTOR 56 E. G STREET Jam+ R.C.E. NO.: -60957 APN: 258 - 211 -08 GREGORY A. CAUDILL EXP.: 12 -31 -14 DATE DATE 13 -086 CDP 163 161 159 161 159 157 DRAWING NO. 11693 -SG SHEET 3 OF 3 c� Z > N a pNj N U 6 Y O LLQ LLL m^ zc co W uj m { me {! wo z rn � Z 0 o W N J U Q