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2013-9436 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION" PREPARED BY COAST GEOTECHNICAL DATED 8 -9 -05, AND UPDATE PREPARED BY GEORGE E. HAWES DATED 1- 30 -13, PROJECT# W.O.P- 462065 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 NO. 9436 -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 CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM LATTIN AT (760) 944-1915,24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE, 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION 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 FLgW 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, LE., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. z STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY: THEY HELP DECREASE EROSION. OWNER WKL TRUST 247 NEPTUNE AVENUE, LEUCADIA, CA 92024 (760) 944 -1915 SITE ADDRESS 185 -187 JASON STREET, LEUCADIA, CA 92024 APN 254 - 230 -45, 47, 48 n O LEGAL DESCRIPTION 9 Z PARCELS 1, 2,3 OF PM 19885, CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA AND AMENDED PER BOUNDARY ADJUSTMENT PLAT, DOC. NO, 2007 - 0443977, RECORDED ON 7 -2 -07. SAN DIEGO COUNTY RECORDER'S OFFICE. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THATA 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. SIGNATURE.-' DATE: 90- 20 JIM L TIN, WKL TRUST TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR SOILS ENGINEER'S CERTIFICATE EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. I, GEORGE E. HAWE, REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. 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 10 -24 -12 AND FOR WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. AN UPDATE ON 1- 30 -13. 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 ON -SITE CONSTRUCTIONMATERIAL STORAGE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONFf.�ACTOR SHALL REPORT FOR THIS OJE HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIbi- �ECONDARY SIGNED: 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. RCE NO 34779 STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN EXP. DATE: 9!30113 INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. JOB #: W.O.P -46206 J TRAINING GEORGE W HAWES, PROFESSIONAL ENGINEER CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR GEORGE I W.,HAWES, P to WITH,THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE CRE 316-9111 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 STATEMENT OF ENGINEER OF WORK MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. 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 MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE `RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT ( 800 ) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. I{ NJURY 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 POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE .ARISING OUT OF THE WORK PERF MED BY THE ENGINEER. SITE. D F SIGNATURE: DATE: 9' tC`Is 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 MARTELL B. jNTGOMEffY SURFACES. LA COSTA ENGINEERING ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN, CONTRACTOR MUST 2226 FARADAY AVE., CARLSBAD, CA 92008 e�FESS/, �C ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE (760) 931 -0290 y$ RCE EXPIRES 6!30115 � FOR MDRE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. No. EAL NOTIFICATIONS EARTHWORK DATA X15 STEEPEST EXISTING NATURAL SLOPE ON -SITE = 9'H: VV L'iV14 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE MAXIMUM VERTICAL DEPTH OF CUT = 6' (BASEMENT EXCAVATION) IQ OF OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES MAXIMUM VERTICAL DEPTH OF FILL = 3' 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 CUT = 979 C.Y. FILL = 979 C.Y. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, IMPORT = 0 C.Y. FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: REMEDIAL = 296 C.Y. (4' REMOVAL AND RECOMPACTION UNDER AND 3' OUTSIDE OF BUILDING AREAS (EXCLUDING A. SEWERS - CSD - (760) -633 -2770 BASEMENT AREAS)) 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 BMP PROJECT STATUS 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) -633 -2770. STANDARD 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: 4041SQFT A9- IbV I LT IMPERVIOUS AREA AFTER CONSTRUCTION: 12392 SQFT INCREASE IN IMPERVIOUS AREA: 8351 SQFT ® -to -IS p IMPERVIOUS AREA REPLACED: 4041 SQFT %J ti i t r PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT <::;- ( _� 9.26 •/ SIGN DATE 04 1 ?Zo -!3 , T 111 011 SIGN DATE SIGN DATE co 0 0 N rn U ao ov mo U� J C ZU it _ LL wuio LU Z Q N zQ QQ^ W o U) LL m N LL LL N O (SI�NATUR! ExFrIRCs -t YRt. rt 6 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DE SIGN B DRAM BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Al PRECISE GRADING; REPLACE SHEETS 1 -3 w! 1A -3A COUNTY OF SAN DIEGO VERTICAL AND HORIZONTAL CONTROL MONUMENT NO. OC -15. %" CAPPED PIPE LOCATED IN FRONT OF 1021 N. VULCAN AVE., LEUCADIA, CA. ELEVATION: 57.8 DATUM: NAVD88 HORIZONTAL. 1" - 10' VERTICAL 1 = 1D LEUCADIA WASTE WATER DISTRIC . �- Pl�.r� t /zo %r� PLANS PREPARED UNDER SUPERVISION OF DATE: 3/14/13 R.C.E. R.c.E. NO.: So344 MARTELL B. MO TGOMERY EXP.: 6/30(15 RECOMMENDED: APPROVED: GRADING PLAN FOR: 185-187 JASON STREET, LEUCADIA, CA WKL TRUST APN 254-230-45,477 48 PLANNING CASE NO: TPM 03- 014/12 -027 CDP, 12 -028 CDP, 12 -050 DR, CDP 9436- LWO REViStoMS E A -Q P /�/1 . ELLetZtihl G ACC.. A SE EN % e 4 ASIH MAHER E PROM F +r 10� 2 1 3 / • V (e Zo IS S16N LWD D!t n�� hrj nttl' I7q'(E SHEET 1A 0 4E DATE DATE co 0 0 N rn U ao ov mo U� J C ZU it _ LL wuio LU Z Q N zQ QQ^ W o U) LL m N LL LL N O G SEWER MANH -P ii ( co 0, 6S m 3 f'i I I I I I Ai t o I a I 'll I I I m I I 2 +1 „„BI I I I 3 - i 1 Al I I 1 4' AC PAVE I " N TRANSm 3 + I I I m 1 I I i — i � -,ton W II I m L4�ii�o �k 1 +88 N6 SEWER LATERAL s d m I L UT INS PER ST G -13 1 +83 I IT I L EW SEWER LATE L "' '.'Q PER STE ..i � . LLj Q I . w r§ I S RVICE AND DUAL WAT METE ` i a € P R WAS STD WS1Q9 " I I � -d4 ya0 I o III W I I I I i � 1 a�� I , 1 +.61 I, TILL EW SEWER LA s — — a PER ST D i z I.y 17 1 W 10' 6 . s ­3 a I. I -- — EA II TRI I TO I STALL 1" WATER1 Rn I SERVIC N UAL WATER METER i g PER W ISTb 5 -09 3 W w WATER METER 3 W ... DIST TO R LOCATE DUAL W EA ET WAS STD W s 7A © + PER $ I 1 I ELI I I I D, SEE TYP. SECTION JASON ST., SHT. 3A PERVIOUS PAVERS TO BE MAINTAINED — BY PARCEL A HOMEOWNER IN ACCORDANCE WITH ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT RECORDED ON 3.4 -14 AS DOC. # 2014 - 0086769 �k NOTE: CONTRACTOR TO CCTV VIDEO THE EXISTING SEWER LATERAL TO VERIFY IT'S CONDITION. NJAP 049 BLOC {1 -1 PROVIDE SMOOTH TRANSITION �X� STING { l t t 1 1 7 {tA1L�A PAR TO EXISTING IMPROVEMENTS o #,y { ( { /I 1 { 4-5 {{ {{ wry 6 PCC CURB WITH T�,,DE ^' w 2 1 1 { 1 HANDICAP DEPRESSI?NAT CENTER {{ r{ f y { {{ 4 s�� S�' 0 7� J8 1 �.�s P. 8i 1 '0 4 �a o II i P_ g3'y p c� •2 _ yip 6j �� Cy `b N 15 03 28 Wi 220.02 Cq� _ J p F _ �1• ° ' Pp 84� CYo 8�� C9o1 O 6�sr J ppl + �� p APP + 103 00 _. f i 11 �689s { 1 iy,s6 1 Nll�' > > d r ape - -c -i \ s c_r.. E v v-i� ov-o _ _ . �� R ° ^, r\ r x x x �\ •1 r\ rE d\���� -p ,+\ \ e� �\ day IYCtlV lrIY1V RC 1 ._YVfi�l 1��'1'K LK,11 l� 4 � „ ,�• i .s\ F\ /". !^, /® /t h J•, A la h R .^\ ��•# /'+. /e. /a /t. /\ l\ A o@ I, h /4 .'\ !1 .". dL Ai e'l A 2% PROP ''F EN E. �1: ° • x', .a ...._._..... __ ....� n is ''i® r �'-' i *f� '� \ Qt ; . ^9 ;�aa. e - • v /i\0. "- • - n'v .e �r .a �', • ` :•'a .o `. 9:a' 2 •" 1 BMP DTL, S �...:.. �, s , : • .. . �' .:' l.•' IX SING FENCE HT. 3A .r ^ I ten �•*- sv,', °;s° § s' —rs -•-,s s —.s s f •' 4 PJC PRIVATE ER LATERAL '-- - ----- - .. �77 �� — —s —s, —�.. — .mss �s -�-s —5 —s -s a sn. OusEfi e� - REM✓�VE ex ' R. 1'6' PRIVATE ROAD . �. m • .. PRIVATE . • ' . N •' iJ1TLi1TES ESMT" �. o �' •: . < z .. a 4" PVC • SEWER LATERAL ,,. ^L . "a . - $ ' S . s•— s —s'�.s —Tss ss —s — �—s. a s, —s. —a —s —s —s —s�-•s . s — ' —s°=s s ae s SEWER' LCLEANOUT {,, 5 . .. • "..:z d Aw . REQUI D AT BEND ' •' u s y e !C V 0. , .fl /u a a �.. • f �p.. �. 4 �� a ��„ � -J- ®a9 RS's " ®, D °ce 4£ gj I 'i4,iiyi�\ ��iy% r'"*, .��'�ayi�i st' ce ,tl • ce '� `--- -- «...._..:. -i� Y..:,...- .......:... :. .---- _.,,._.e.. I _ dNJ'"�i'IN/Tl' FT ^W —W —W W —W —W W W� W W W— W— W_W_W_W_W_W WSW —W �W W-J@L-W 3.�.V" W W • w .,,.ce m . w w — w w w W = w — w — w I" PVC WATER SERVICE sLINES II 1' •j / \ GARAGE FF = 89.60 \ . �► LINE VT 4UPILITYEASEMENT� M��. --.-.. ___ � - - -�� -� � - -- m � - � 4C .. >y ys Lt1 REMOVED �� y`c `s,� d4j/a °o ®o :. 'I- ILDING SETBA i,N1 LIGH LIGHTWELL 161 \ i 'p, �.�� �.. s Tti$ . S . � , W . BMP1)TL'., SHT: 3A . ° . � 3% \�� � � ® >a � A '..' • ' ; � € ' . w _-! ' �`' �. °J .�'° 120' �,r 8'S` .► A r �, �T y. "�: %fix ,� ,� PROP H 2/gd `:.':.ui:, e a �' � "4 r ' • � �°' w � I 'f•' \r 1 a ...' . * � '�i+ f/� I 4 .r IN 151 GARAGE FF = 89.80 ^•I P Qyq. o \° 1 q '. �' 'BMP SHE'. 3A • AO 6'L = 1 .. O,' ;s .. e. ! I. S.S�cE ". ', 1 1ST FF = 90.34 NG HO 'TO13E EMOVED i� • .I �O • I A ES$ORY o' " �`�. 7C i'r '� 9 /� I r.. i' UIYII'. .'. x x / /�� L-f, I I t W _ ' t� : I < \1�, w. . { PARKING• MAK ............. • X .'�i � I i � I� .�•� �_ 8 oq ' r!q- 18 STAR PINE I i . i .. .. • . g :.:.' :::.n . S •. s ." �' + �;� TiJ' EMOVE .__ c,.ti I _ Z _ °� ms's" '.I. ": . I E s: 1A I I [LWD No. 01 -1890 a ✓::::'S 1 0 5' PUBIFIC STREETDEDICATI I' ` l 1 PER PARCEL MAP, lI PM 03 -014 a 0201 a 2 o T NEW AQ PAVEMT/BASE E 8 i j I PER DVAIL, SHT I �!'::F: ' I 1 PE P ER DEI�L, SHT 3 ...ii i:.... 1 +00 jASSUMEDI BEGIN NEW PAVE ENT EDGE IWA LE 0 AC PAVE MT NSmON I a j P VID j 1 I TO ., t o I 3 I I I I I I 3 I 1 1 I I I LEGEND 0' 10' 20' 30' SGALE: 1 " = 10' HANGE NO. DESCRIPTION APPROVED PRECISE GRADING, REPLACE SHEET 2A wl2B. PAR , A , C�-+w tjAve BAsEtA09T f 't� t -MV*. ltfin s 0V to IS BmP DR., SHT. 3A m " ys? v A • ® ' MIN? • g ' y - IkA v b m•, .. ` BMP DTL., SHT. 3A TRANSITION FF = 89.80 RECYCLE F22______ _____� I I I I I I I I l I % "v �AR C, I`• EXISTING SHED �$ TO BE REMOVED ! 1 �1 W, AD, p I -r `. GARAGE FF = 89.90 2y q rn � DESCRIPTION SYMBOL DESCRIPTION SYhML PROPERTY LINE EXISTING CONTOUR _ _ LIMITS OF NEW PCC CONCRETE IN R.O.H. CUT SLOPE (2d MAX) 6UTfER 6-I I" WATER 5ERVICE 4 DUAL WATER METER, W5-q FILL SLOPE (211 MAX) EXIST. SPOT ELEVATION �g32 4" STREET SEHER LATERAL 5-11, 5-25 EXIST, SPOT ELEVATION 8 LIMITS OF NEW 4" PCC OVER 6" GLII BASE DRIVEWAY APPROACH 6-140 LIMITS OF CONCRETE PERVIOUS PAVERS DIRECTION OF FLOW FL —.► PERMANENT TURF AND LANDSCAPE FILTER AREA RETAINING WALL FOR BEST MANAGEMENT PRACTICE NOT TO BE REMOVED EXCEPT BY PERMIT FROM THE CITY. DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL D1:'rn D BY: B IADRAWN RB COUNTY OF SAN DIEGO VERTICAL AND HORIZONTAL CONTROL MONUMENT NO. OC -15. HORIZONTAL: 1" = 10' 1Y" CAPPED PIPE LOCATED IN FRONT OF 1021 N. VULCAN AVE., LEUCADIA, CA. VERTICAL: 1" = 10' ELEVATION: 60.2 DATUM: NAVD88 N 18046147" W 220.50' PLANS PREPARED UNDER SUPERVISION OF DATE: 3/14/13 R.C.E. NO.: 50344 MARTELL B. NTGOM RY EXP.: 6/30115 24 6' H1CMU WALT �I Ar AI -'1nFI / 1 ST FF = 90.40 /Zo BASEMENT FF = 81.17 BASEMENT FG = 80.50 _....- 27 ----__ 0 m o< I 26 r P -n Z rn W - -i f p 1 f' ( Ir I I I I I ( I I I I I (. I ( I I I I ENGINEERING DEPARTMENT APPROVALS RECOMMENDED: APPROVED: AA 11A MASIH MAHER fWGLENN PRUIM 4e 0/14 DATE DATE I B \'IIf.•!.l�./mi.ff. `85�4`iY •r mil/ Sri � ' r 4'-0" - .1 1 I• CR 20.0- fl rm it ��— 20' -0" RYSB � Z 2% _ im 1� 3, -4„ 23' -8" J9 EXISTING RETAINING �ALL PER DWG No. 1468 / Q L_.._ .............._ t I 7 N I ' �" — ...... ...... ...... ....l NI c is Q I O I I Iii 1 , ° j - {I I I I I 3 ! W b- 2 8 1 27 lJ (N4 00 B- '�3o0- -OF /ff Cj SH [-L- T ®AS -c umr CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: 185 -187 JASON STREET, LEUCADIA, CA WKL TRUST 9436 —G APN 254 - 230 -45, 477 48 PLANNING CASE NO: TPM 03- 014/12 -027 CDP, 12 -028 CDP, 12 -050 DR, CDP SHEET 2B OF 4 0 LO N N m LO < aD U M�F J v U < z L` w W % N z w < cn <a o U) LI_ r 0 �N O 1. SET POSTS AND EXCAVATE A 4 BY 4 IN TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH 'THE FIFILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. WATER POLLUTION CONTROL BMP DETAILS 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. Fli �l SILT FENCE N.T.S. RI GAP BETWEEN BAGS ACTS AS SPILLWAY PERMANENT TURF AND LANDSCAPE FILTER AREA FOR BEST R „ MANAGEMENT PRACTICE NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. SILT FENCE (BMP SC -1) GRAVEL BAG BERM (BMP SC -4) CONSTRUCTION ENTRANCE (BMP TC -1) :k CONCRETE WASHOUT AREA (BMP TC -1) GRAVEL BAGS OVERLAP /lA1Tll PI ICI THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GAVEL BAL65 N.T.S. P/L (IF ON PROPERTY LINE) SWALE SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES. 1% 1 III • „:�. TURF REINFORCEMENT MIN. WIDTH - -��� **SEE NOTE BELOW 4" MIN. 1 DEPTH 118„ 2" MIN. 318" GRAVEL J 16" MIN. 3/4" CRUSHED ROCK 6" MIN. ENGINEERED SOIL 24" SEE NOTE BELOW * "ENGINEERED SOIL" LAYER SHALL BE MIN. 6" 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, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. **-NORTH AMERICAN GREEN C350 TURF REINFORCEMENT MAT OR APPROVED EQUIVALENT SHALL BE LAID AND ANCHORED PER MANUFACTURER'S SPECIFICATIONS FOR SWALES WITH A LONGITUDINAL SLOPE OF GREATER THAN 5% AND/OR IF THE VELOCITY OF WATER IN THE SWALE EXCEEDS 8 FPS. NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION. VELETA -MD 5YVALE N.T.S. No Scale aLOIC. I - 4U w BGSTING CURB, GUTTER & SIDEWA PICAL SECTIONS AND DETAI JASON STREET C/L 1/2 STREET PAVED TRAVEL WAY vi 5.0' PERVIOUS PAVERS - -- 6' 3 OVERLAY OR GRIND AS � NECESSARY FOR SMOOTH 4- AC 16- CL II A 2' -V MIN' TRANISTTION PER FIELD 6"X 16 "H PCC INSPECTOR 2" AC OVERLAY FLUSH CURB G-1 CURE 1 %� .. -- _ ----- -- _ - -- fi R/W VARIES -sasTiNG AC PVMT & BASE- TI '- -MATCH OVERLAY GRADE - -- CONIC. PERVIOUS PAVERS MIN. 3 %" THICK W/ #8 AGGREGATE FILL IN JOINT OPENINGS. TOP BASE: 2" THICK, #8 AGGREGATE. MID BASE: 4" THICK, #57 AGGREGATE. TYPICAL SECTION - JASON STREET SUB BASE: 6" THICK, #2 AGGREGATE PERVIOUS PAVERS WITH CONC. CURB /SIDEWALK No Scale NOTE: ANY DISTURBANCE ON ADJACENT P/L PROPERTY REQUIRES A LETTER OF PERMISSION FROM THE PROPERTY OWNER CONCERNED. COMPACTED FILL TOP OF 88.8' 2 MASONRY RETAINING PER SD C t 81.9 E.G. P/L T LANDSCAPE J BIO- FILTER STRIP PLANT W/ IRRIGATED LOW GROWING GROUNDCOVER OR TURF PER OWNER'S CHOICE OVER 6" MIN. ENGINEERED SOIL TOP QF WALL ELEV ON PLAN _ _ MASONRY RETAINING WALLn._______e_ PER SDRSD C-4 (TRAFFIC SURCHARGE) 2`­- -- ® - -- - - -- TOP Of FOOn - - - -- FL 41 WOOD FENCE BUILDING BASEMENT WALL SECTION B -B No Scale 20' PRIVATE & UTILITIES EA 16 ®- . - - -.- PCC CONCRETE & BASE 6" X 16 "H PCC PER SOILS ENGINEER - MIN 4- PCC / 6" CL II BASE FLUSH CURB — 2" MIN 8" GRAVEL OVER 16" MIN.3 /" CRUSHED ROCK (SEE VEGETATED SWALE DETAIL FOR ADUL REQT'S) PICAL SECTION - PRIVATE No Scale 8 No. 4 C -50344 a * e -so-ls C I OF �t 2 co o, O LO N N 0) U? U tco m C° V X ir 0 U LL z R 7a IU w N z Q zQ I wQ � Q�0 in wr O v N L6 gN0 D C SfIC DESCRIPTION APPROVED DATE BENCHMARK SCASPECIAL DISTRICT APPROV D I D Bv: By M MCK Bv: ENGINEERING DEPARTMENT APPROVALS CITY Of-EhICINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. MDRAVVN Mt3M PRECISE GRADING; REPLACE SHEET 3 w/ 3A. COUNTY OF SAN DIEGO VERTICAL AND HORIZONTAL CONTROL MONUMENT NO. OC -15. %" CAPPED PIPE LOCATED IN FRONT OF 1021 N. VULCAN AVE_ LEUCADIA, CA. ELEVATION: 60.2 DATUM: NAVD88 HORIZONTAL: V=10' VERTICAL. 1" = 10' PLANS PREP RED UNDER SUPERVISION OF DATE: 3/14/13 R.C.E. NO.: 50344 ELL B. M GOMERY EXP.: 6/30/15 RECOMMENDED: APPROVED: MASIH MAHER FOB GLE�Ul DATE DATE GRADING'PLAWFOR: 185 -187 JASON STREET, LEUCADIA, CA �? WKL TRUST APN 254 - 230 -45, 47, 48 PLANNING CASE NO: TPM 03- 014/12 -027 CDP, 12 -028 CDP, 12 -050 DR, CDP 9436 -G � kCHANGE "T05 5116{1 /E 12d Asstput • v W -20, LOI KR-M 1 S SHEET 3A O 4 I co o, O LO N N 0) U? U tco m C° V X ir 0 U LL z R 7a IU w N z Q zQ I wQ � Q�0 in wr O v N L6 gN0 HANGE NO. STANDARD SEWER LATERAL NOTES FOR MINOR GRADING PLANS 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, 18, FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR INVERT AT PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY DROP TO COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME LATERAL FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DEPTH BELOW MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER UPSTREAM- DURING OR AFTER CONSTRUCTION. REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER N0. LATERAL MAIN STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM SLOPE % INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING PL TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS MH RIM SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN REMARKS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND IE PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF PL TO IE SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR ELEV. CONFLICT THE LWD SEWER STANDARDS GOVERN. COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL B 1 +83 1519 APPROVED BY THE LWD DISTRICT ENGINEER. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY 2.2 86.9 33' REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE EXCEPTION. A USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF 63.4 21' 1.2' PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS 2.2' COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO 88.7 SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING A 1 +35 85 2 WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL., BE USED 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF 2.2 WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE IA' ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND 581 PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY WITHOUT EXPENSE WHATSOEVER TO LWD. COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF STAINLESS STEEL. 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO SHALLOW LATERAL NOTES THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 1. DEPTHS BELOW GROUND AT PROPERTY LINE ARE LESS THAN LWD SEWER 11. A 2 -INCH HIGH "S "' SHALL BE INSCRIBED ON THE CURB FACE AT STANDARD. EACH LATERAL LOCATION BY THE CONTRACTOR. 2. LATERALS TO MAIN SEWER ARE PRIVATELY OWNED AND MAINTAINED. 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH 3. UTILITY CONFLICT AVOIDANCE AND STRUCTURAL PROTECTION OF LATERALS LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED FROM TRAFFIC, HOUSE FOUNDATION, AND OTHER POTENTIAL IMPACTS ARE AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN RESPONSIBILITY OF PROPERTY OWNER. CHANGES TO LINE AND GRADE SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL SHALL ONLY BE CONSTRUCTED WITH APPROVAL OF LWD INSPECTOR. LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED 4. LATERAL DROP -TO -MAIN MAY BE FIELD ADJUSTED WITH LWD INSPECTION AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION, APPROVAL, HOWEVER, SUCH CHANGE SHALL ONLY BE MADE WITH 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. CONCURRENT INSTALLATION OF A LATERAL BACKFLOW PREVENTION DEVICE OF A TYPE APPROVED BY LWD INSPECTOR. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32. 17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPEP TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. DESCRIPTION APPROVED DATE BENCHMARK _ COUNTY OF SAN DIEGO VERTICAL AND rtEV151Q"s HORIZONTAL CONTROL MONUMENT NO. OC -15, 00 116T mw S / 1Y" CAPPED PIPE LOCATED IN FRONT OF 1021 N. VULCAN AVE., LEUCADIA, CA. ELEVATION: 60.2 DATUM: NAVD88 SCALE HORIZONTAL: V = 10' VERTICAL: V= 10' SEWER LATERAL TABLE SEO. LOT STREET STATION OF INVERT AT LENGTH DROP TO LATERAL ELEV. LATERAL GROUND DEPTH BELOW PAD UPSTREAM- BACKWATER N0. N0. LATERAL MAIN OF MAIN AT PL SLOPE % ELEV. PL ELEV. MH RIM VALVE REMARKS AT MAIN IE LATERAL IE AT PL PL TO IE FT. ELEV. REO'D 1 B 1 +83 1519 27' 1.2' 83.6 2.2 86.9 33' 90.0 88.7 NO 2 A 1 +61 63.4 21' 1.2' 65.1 2.2 873 2.2' 89.5 88.7 NO 3 A 1 +35 85 2 27' 1.2' 86.9 2.2 88.8 IA' 89.5 581 NO SPECIAL DISTRICT APPROVAL PREPARED UNDER SUPERVISION DATE: 3/14113 =l R.C.E. NO.: 50344 EXP.: 6130115 s. p ENGINEERING DEPARTMENT APPROVALS RECOMMENDED: APPROVED: MASIH MAHER Foe, GLENN PRUIM 42-4/14 DATE DATE � r No. C -50344 a \ * E*. 6 -30-15 CIV1%- \OF, cwl �NE41 SHL -ET ® � /�a�aB�IL.T CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DING PLAN FOR: 185 -187 JASON STREET, LEUCADIA, CA WKL TRUST 9436 -G APN 254 - 230 -45, 47, 48 PLANNING CASE NO: TPM 03-014/12-027 CDP, 12 -028 CDP, 12 -050 DR, CDP SHEET 4 OF 4 m of o� N N rn� Cal M m m re J v X OUl< z zao z I W M Qom0 N�co o (D C11 LL SNO GENEKALNOTE5 1. All work shall be done in accordance with these plans, the Standard Specifications for Public Works Construction, the Design and Construction Standards of the City of Encinitas, and the San Diego Area Regional Standard Drawings and Leucadia Wastewater Dist. Standard Specifications. Any Changes or Revisions therefrom shall be approved by the City Engineer prior to any request for inspection. 2. The Soils Report entitled "PRELIMINARY GEOTECHNICAL INVESTIGATION; Proposed Three (3) Lot Subdivision, TPM 03-014, 185 .. on Street, Leucadia, California" prepared by Coast Geotechnical, dated August 9, 200 considered as a part of this Grading Plan. All grading shall be done in accordance with t `' mendations and specifications contained in this report. \ . 3. Approval of this plan does not constitute approval of sizes, location and type of` facilities, nor of improvements within street right -of -ways. Separate approvals and permits for t shall be required in conjunction with improvement plans. 4. Written permission shall be obtained for any off -site grading. 5. The Contractor shall take any necessary precautions required to protect adjacent properties during grading operations. Anything damaged or destroyed shall be replaced or repaired to the condition existing prior to grading. 6• The developer shall be responsible that any monument or benchmark 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 - grading meeting has been held on -site with the following people present: City Inspector, Civil Engineer, Soils Engineer, Grading Contractor and Permittee. The pre - grading 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 performed under Permit No. 9436 -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. 1. All grading shall be observed and tested by a qualified Soils Engineer or under his /her direction. He /She shall observe and test the excavation placement and compaction of fills and back fills and compaction of trenches. He /She shall submit soils reports as required and will determine the suitability of any fill material. Upon completion of grading operations he /she shall state that observations and tests were made by him /her or under his /her supervision and that in his /her opinion, all embankments and excavations were constructed in accordance with the approved grading plans and that all embankments and excavations are acceptable for their intended use. 2. The Contractor shall properly grade all excavated surfaces to provide positive drainage and prevent ponding of water. He /She shall control surface water and avoid damage to adjoining properties or to finished work on the site and shall take remedial measures to prevent erosion of freshly graded areas until such time as permanent drainage and erosion control measures have been installed. 3. All areas to be filled shall be prepared to be filled and fill shall be placed in accordance with the Standard Specifications. 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" 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 the Specifications. 4. Cut and fill Slopes shall be cut and trimmed to finish grade to produce smooth surface X' and uniform cross sections. The slopes of excavations and embankments shall be 00ed, planted and trimmed as directed by the Engineer of Work and left in a neat and kerly condition. All stones, roots and other waste matter exposed or excavation or nkment slopes which are liable to become loosened shall be removed and disposed of. toe and top cf all slopes shall be rounded in accordance with the Grading Ordinance 5. All trees, brush, grass, and other objectionable material sha collected. piled or otherwise disposed of off the site by the Contractor so as to leav, a areas that have been cleared with a neat and finished appearance free from unsig ` ebris Approval of location of debris fill shall be secured from the Soils Engineer and City 'ngineer prior to the disposal of any such material. PLANNING & BUILDING DEPARTMENT SAN DIEGUITO WATER DISTRICT RENEWED BY: 10 •1 • ciri t b M DATE DATE Approval Expires 2 Years after Date Signed REVISIONS APPROVED DATE REFERENCES DATE QENbPi I- *7 ..IIa_3d A .4 n I In.2.11 - SEWER NOTES I. LWD approval of these plans does not relieve the applicant, private engineer of work, or contractor from responsibility for the correction of errors and omissions discovered during or after construction. 2. All design, materials, and construction work shall conform to the Leucadia Water District LCWD SEWER STANDARDS and to the requirements of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) and the REGIONAL STANDARD DRAWINGS. most current editions. In the event of conflict, the LWD SEWER STANDARDS govern. 3. OSHA Safety Orders and OSHA Confined Space Entry Requirements shall be followed at all times without exception. 4. The Contractor shall have a copy of the sewer notes 2. & 3. documents on the job site at all times. 5. The contractor shall guarantee all work for a period of one year after the date of final acceptance by LWD and shall repair or replace any work that may prove defective Workmanship and /or materials within the one year period without expense whatsoever to LCWD. 6. Prior to action, the contractor shall secure a LWD Permit for construction and shall provide a minim of 48 hours notice to LWD prior to construction. 7. Approval of this plan '1W D does not constitute a representation of the accuracy of the location of, or the exi a or nonexistence of, any underground utility, pipe, or structure within the limits of thi 8. All revisions to drawings shall be approve LWD District Engineer in writing prior to construction. 9. Connections to existing sewer pipe or manholes shall only b n the direct presence of the LWD Inspector. New sewer shall not be connected or allo '" l cT flow to existing sewer until after final acceptance of all upstream work by the LWD Inspecto , :a& approved approved by the District Engineer. 10. All Service Laterals shall be located at right angles to the sewer main unless otherwise shown as approved by LWD on the Plans. 11. A 2 -inch high "S" shall be inscribed on the curb face at each lateral location by the Contractor. 12. A 10 gage shielded copper wire shall be buried over each lateral. The wire shall extend up to a 2" copper tag tied and soldered to the wire. The tag over the sewer main shall terminate 6" above paving subgrade with final location just below paving. The tag over the customer end of the lateral shall extend above grade until connected and shall thereafter be buried at the point of connection. 13. All sewer laterals shall be constructed clear of driveways. 14. All sewers and laterals shall be Wayne balled, low pressure air tested, and televised at the applicant/contractor's expense prior to consideration for final acceptance by LWD. Air test shall be done after construction of all other utilities and utility laterals. 15. All sewers and laterals shall be in place and shall have final approval by the LWD ins p,f' prior to paving. 16. All new connections to existing sewer shall be made to existing wyes or shall- made by installing new manufactured wyes. Standard bell and spigot or plain end Wyss' =plain end pipe spools matching the adjacent pipe may be used for inserting w0iiiinto and existing sewer. 17. If necessary during the lateral connection work, u m flow in the existing sewer shall be temporarily plugged and by- passed by pumping umper trucks for disposal to a downstream LWD sewer. In locations with significant, _ am flow, LWD may require temporary provision of duty and bypass equipment with full -tm, am nned monitoring. No unmanned bypass shall be allowed, 18. For connection of plain end ,to:Oath end PVC sewer, repair couplings shall be made of PVC material meeting the same mater'tequirements and outside dimension as the pipe being repaired. PVC sewer repair couplings shall be rubber gasketed with no center stop. Pipe ends shall be thoroughly cleaned prior Onstallation of the repair coupling(s). The repair coupling shall be slipped all the way on tperit plain end pipe, then the pipe and adjoining pipes shall be aligned together and the repajrtiiiaupling slipped back into a position equally spaced between the two plain end pipes. PVC sefro"repair couplings shall be as manufactured by PW Pipe, or equal approved by LWD District Engineer. -119. PVC or vitrified clay pipe (VCP) sewer pipe and wyes may be used to tie -in to existing VCP. For connection r repair f o pa o plain end VCP to VCP or VCP to PVC, a Romac Industries, Inc. style 501, or approved equal, straight or transition coupling shall be used with a gasket range for each end of the ccoupling to match the outside diamteter of the pipe on that side of the coupling being joined. The center rings shall be ductile iron per ASTM A536, Grade 65 -45 -12 and shall be provided with 16 mils fusion bonded epoxy color coded to the type of connecting pipe. Gaskets shall be SBR per ASTM D2000 MBA710, compounded for water and sewer service. All nuts and bolts shall be type 316 stainless steel. LEUCADIA WASTEWATER DISTRICT REVIEWED AND APPROVED BY: it NAME '-DATE Lw� �s/q�fN j�pPPr RECORD BENCH MARK County of San Diego Vertical & Horizontal Control Monument No. OC 15. 1.5 in capped pipe located in front of 1021 N. Vulcan Avenue in Leucadia Elevation: 57.88 Datum: USC & GS PUBLIC WORKS DEPT REVIEWED AND APPROVED BY: C���n2v,T'I�$� lo�ry�o5 NAME DATE SCALE HORIZONTAL N/A VERTICAL N/A i GKADING PLAN LEGAL DESCRIPTION LOT 21 IN BLOCK l OF SOUTH PARK COAST A MAP 2049, CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, APN: 254 - 230 -28 5EE 5HEET 3 FOR EROSION CONTROL NOTE5 AND DETAIL5, AND 5TORMWATEK POLLUTION CONTROL DMR NOTE5 RELATIVE TO CONSTRUCTION ACTIVITIE5 k f A50N 5TREET 4 W Sl VICINITY MAP NO SCALE SOILS ENGINEER'S CERTIFICATE I, MARK BURWELL, a Registered Civil Engineer in the State of California, principally doing business in the field of Applied Soils Mechanics, hereby certify that a sampling and study of the soil conditions prevalent within this Site was made by us, or under our direction on July 22, 2005 One complete copy of the Soils Report compiled from this study with our recommendations, has been submitted to the Office of the City Engineer. Furthermore, we have reviewed these Grading Plans and certify that the recommendations included in the original Soils Report, and all following Addendums, for this project have been incorporated in the Grading Plans and Specificati �0 COAST GEOTECHNICAL ®�j� ��OUR 779 Academy Drive Solana Beach, CA 92075 X31 O6 (858) 755 -8622 Fax (858) 755 -9126 C FIED Project No. P- 449025 �` _ NG EER T By: ENCINITAS FIRE DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF �13 N DONALD, RCE 261 5 DATE: License Expires 3/31/06 .NT OF ENGINEER t The undersigned engineer agrees that the work performed by thy` ineer shall comply with the generally accepted standards and practices of the ,- ineer's trade or profession. The engineer further agrees that the work perform erein shall be in accordance with the rules and regulations required by the .'., . f Encinitas. The engineer agrees that any plan check or review performed by t 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 he 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 act, 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. RESOURCE DEVELOPMENT CORPORATION 914 N. Coast Highway 101, Suite E Encinitas, CA 92024 (760) 942 -1106 Fax (760) 942 -2514 Job No. JNN0-3, -006B By� _ L2 o oS BRIAN DONALD, RICE 26175 6ate License Expires 3/31/06 RECOMMENDED BY: DATE: I I Is/ V f APPROVALS WORK TO BE Dt The Grading consists of the following Work to be Done according to the plans, the current City of Encinitas Engineering Department Standard Specifications, the San Diego Area Regional Standard Drawings, and the Standard Specifications for Public Works Construction and Leucadia Wastewater District Standard Specifications. Grading shall consist of the construction of all cuts and fills shown on these plans and outlined in the earthwork specifications. All grading details shall be in accordance with the City of Encinitas Grading Ordinance. LEGEND ITEM REFERENT /SYMBOL QUANTITY PUBLIC STREET IMPROVEMENTS AC PAVEMENT AND BASE , MIN 4" AC / 6" Cl II BASE D 450 S.F. ALLEY APRON STD DWG G -17 300 S.F. PCC SWALE DETAIL, SHEET 2 235 S.F. TRENCH RESURFACING CITY STD 50 L.F. NEW 4" PVC SEWER LATERAL LWD DWG S -17 _s -s --0s 2 EA. NEW 1" DUAL WATER SERVICE WAS STD WS -09 _V -W -® 2 EA. PRIVATE GRADING & SURFACE IMPROVEMENTS EXISTING ELEVATION 4> PROPOSED FINISHED ELEVATION EXISTING CONTOUR - -- - -- SWALES AND FLOW DIRECTION z% (lei° MIN) PROPOSED FILL SLOPES D 5AN DIEGUITO WATER' ICT NOT -� NOTIFICATIONS 1. Review of this plan by San Dieguito istrict does not constitute a representation 1. The existence and location of underground utility pipes and structures shown on these plans rENCINITAS, as to the accuracy of, the locati the a or non - existence of, any underground were obtained by a search of available records. To the best of our knowledge there are no SOILS ENGINEER utility, pipe or structure wi, _' imits of this proj existing utilities except as shown on these plans, however: 2. All existing facilib"hich may effect final design, i.e., line cro ings, line paralleling, or The contractor is required to take due precautionary measures to protect any existing utilities proposed eoMection shall be field verif!ted. All existing or proposed1tw crossings within or structures located at the work site. It is the contractor's responsibility to contact the "NO PARKING - FIRE LANE" SIGN 10 feet o(proposed water mains shall be shown on the improvement plaTas. Electrical and following owners of said utilities or structures prior to any excavation, for verification and 4 ser`to cross under water mains unless given written permission by San Dieguito r District. location of utilities and notification of commencement of work: STD DWG C -4 _ _ _ _ _ _ _ _ _ 1,125 3, Contractor and Owner are responsible to relocate and /or adjust to grade any existing water aidIty a. Sewers - Leucadia Wasterwater District (760) 753 -0155 CX=CDC0OCZ) (fire hydrants, meters, valves, valve boxes, etc) which is affected by their project. All affected water facilities b. Gas & Electric - SDG&E (800) 422 -4133 STABILIZED CONSTRUCTION ENTRANCE must meet current San Dieguito Water Agencies' Standards Committee (WASC) standards. If facilities do c. Water - San Dieguito Water District (800) 422.4133 811 not meet standards, then they shall be upgraded to current standards at the Owner's expense. d. Telephone - Pac Bell (800) 489 -3441 4. Utilities to maintain 5 foot separation when paralleling water services. "e,,Cable TV - Daniels Cable Vision (760) 931 -7000 f. Oh"round Service Alert (800) 422 -4133 5. Minimum horizontal separation of 10 feet required between fire hydrants and San Diego Gas 2. Contractor shall not" City Engineer's Office 48 hours prior to beginning any work on this and Electric vaults. project. Phone: (760) 632770 6. All water services to be constructed clear of driveways and all other traveled ways. Water Meters must be in 3. The Contractor shall give 24 hours rice on calls for inspection. Phone: (760) 633 -2770. front of the Parcel they are serving, All work performed without benefit of'" ction will be subject to rejection and removal. SOILS ENGINEER'S CERTIFICATE I, MARK BURWELL, a Registered Civil Engineer in the State of California, principally doing business in the field of Applied Soils Mechanics, hereby certify that a sampling and study of the soil conditions prevalent within this Site was made by us, or under our direction on July 22, 2005 One complete copy of the Soils Report compiled from this study with our recommendations, has been submitted to the Office of the City Engineer. Furthermore, we have reviewed these Grading Plans and certify that the recommendations included in the original Soils Report, and all following Addendums, for this project have been incorporated in the Grading Plans and Specificati �0 COAST GEOTECHNICAL ®�j� ��OUR 779 Academy Drive Solana Beach, CA 92075 X31 O6 (858) 755 -8622 Fax (858) 755 -9126 C FIED Project No. P- 449025 �` _ NG EER T By: ENCINITAS FIRE DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF �13 N DONALD, RCE 261 5 DATE: License Expires 3/31/06 .NT OF ENGINEER t The undersigned engineer agrees that the work performed by thy` ineer shall comply with the generally accepted standards and practices of the ,- ineer's trade or profession. The engineer further agrees that the work perform erein shall be in accordance with the rules and regulations required by the .'., . f Encinitas. The engineer agrees that any plan check or review performed by t 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 he 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 act, 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. RESOURCE DEVELOPMENT CORPORATION 914 N. Coast Highway 101, Suite E Encinitas, CA 92024 (760) 942 -1106 Fax (760) 942 -2514 Job No. JNN0-3, -006B By� _ L2 o oS BRIAN DONALD, RICE 26175 6ate License Expires 3/31/06 RECOMMENDED BY: DATE: I I Is/ V f APPROVALS WORK TO BE Dt The Grading consists of the following Work to be Done according to the plans, the current City of Encinitas Engineering Department Standard Specifications, the San Diego Area Regional Standard Drawings, and the Standard Specifications for Public Works Construction and Leucadia Wastewater District Standard Specifications. Grading shall consist of the construction of all cuts and fills shown on these plans and outlined in the earthwork specifications. All grading details shall be in accordance with the City of Encinitas Grading Ordinance. LEGEND ITEM REFERENT /SYMBOL QUANTITY PUBLIC STREET IMPROVEMENTS AC PAVEMENT AND BASE , MIN 4" AC / 6" Cl II BASE D 450 S.F. ALLEY APRON STD DWG G -17 300 S.F. PCC SWALE DETAIL, SHEET 2 235 S.F. TRENCH RESURFACING CITY STD 50 L.F. NEW 4" PVC SEWER LATERAL LWD DWG S -17 _s -s --0s 2 EA. NEW 1" DUAL WATER SERVICE WAS STD WS -09 _V -W -® 2 EA. PRIVATE GRADING & SURFACE IMPROVEMENTS EXISTING ELEVATION 4> PROPOSED FINISHED ELEVATION EXISTING CONTOUR - -- - -- SWALES AND FLOW DIRECTION z% (lei° MIN) PROPOSED FILL SLOPES D MES LA IV, Owner N* EARTH BERM DETAIL, SHT 3 y -y rENCINITAS, CA 92024 COMPACTED FILL AREAS SOILS ENGINEER AC PAVEMENT AND BASE MIN 4" AC / 6" Cl II BASE 2,325 S.F. "NO PARKING - FIRE LANE" SIGN FIRE DEPT STD 4 EA. MASONRY RETAINING WALL STD DWG C -4 _ _ _ _ _ _ _ _ _ 1,125 S.F. EROSION CONTROL SANDBAGS GRAVEL FILLED CX=CDC0OCZ) 200 EA. STABILIZED CONSTRUCTION ENTRANCE DETAIL, SHT 3 f 811 E,f. SILT FENCE DETAIL, SHT 3 - Sr - SF - EXCAVATION: 0 CUBIC YARDS FILL: 3,000 CUBIC YARDS IMPORT: 3,000 CUBIC YARDS EARTHWORK QUANTITY NOTE THE EARTHWORK QUANITITIES SHOWN ABOVE ARE CALCULATED FROM THE EXISTING GROUND CONTOURS ON THE PROJECT SITE. THE ABOVE QUANTITIES DO NOT CONSIDER SHRINKAGE OR STRIPPING OF SURFACE PLANT MATERIALS. IT IS LIKELY THAT SOME SHRINKAGE WILL OCCUR AND THAT THE ACTUAL QUANITITY OF IMPORTED EARTH REQUIRED TO TO BRING THE SITE TO THE FINISHED ELEVATIONS SHOWN ON THE GRADING PLAN WILL BE MORE THAN INDICATED ABOVE. ENVIRONMENTAL DATA 1. Steepest Existing Natural Slope On -Site = 8% 2. Maximum Vertical Depth of Cut = 0 Feet 3. Maximum Vertical Depth of Fill = 7 Feet 4. Average Depth of Cut = 0 C.Y. x 27 / 20,519 S.F. = 0.0 feet 5. Average Depth of Fill = 3,000 C.Y. x 27 / 20,519 S.F. = 3.9 feet OWNER'5 C ICA We hereby certify that a Reg! grading activity and advise on the BY: CITY ENGI EER DATE: _//_111_14 40,� CITY OF ENCINITAS GRADING PLAN FOR: Engineer or Geologist has been retained to supervise over action and stability of the site. Date: //- 7- O S- ENGINEERING DEPARTMENT DRAWING NO. TFM 03 -014 9436 -G %I 185 W. JA50N STREET, LEUCADIA SHEET 1 OF 3 RE50UKCE DEVELOPMENT CORPORATION JN02 -0208 0 ,-i N M z U M w w w Ln Ln 0 a x x 0 z Cn rn 0 z w n. 0 0 v U O Ln Ce d w w z C7 z w D MES LA IV, Owner N* JPRIA,,JNN 246 NEPTUNE AVENUE rENCINITAS, CA 92024 (760) 942 -1976 BY: CITY ENGI EER DATE: _//_111_14 40,� CITY OF ENCINITAS GRADING PLAN FOR: Engineer or Geologist has been retained to supervise over action and stability of the site. Date: //- 7- O S- ENGINEERING DEPARTMENT DRAWING NO. TFM 03 -014 9436 -G %I 185 W. JA50N STREET, LEUCADIA SHEET 1 OF 3 RE50UKCE DEVELOPMENT CORPORATION JN02 -0208 0 ,-i N M z U M w w w Ln Ln 0 a x x 0 z Cn rn 0 z w n. 0 0 v U O Ln Ce d w w z C7 z w R/W P/L PARCEL 1 PARCEL 3 d JA SO N STREET P/L P/L 95 90 - -- - - - -- - L - - - - - -- - - -- - _ - -- - -- - _ _ _ PERMISSION TO GRADE OFF -SITE: -A 20' 25' 87.5 PAD 88.0 PAD W 90 I HEREBY STATE THAT I AM THE OWNER OF THE ADJACENT PROPERTY ' I ~ _ COMPACTED FILL _ - - TO THE SOUTH THE PROJECT SITE SHOWN ON THIS PLAN (APN 65 - =_ ° ° _ = _ -= _ _ -- -�- - - - - - - - - - - - _ _ _ _ - - - - - - - -- 85 254 230 40, 18 HOEBE STREET) AND THAT I GIVE MY PERMISSION - - - - - - - - TO P COMP ! ED FILL ON MY PROPERTY AGAINST THE E EXISTING RETAINING WALL 80 R NJ VIAL S SHOWN ON THE APPROVED GRADING PLA 80 - - - -- - -- - - - - - - - - - - - - - - - -- r) a; EXISTING GRADE MIKE KUENNING, OWNER DATE PERMANENT TURF AND LANDSCAPE FILTER AREA FOR BEST SECTION A -A MANAGEMENT PRACTICE NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY, TO BE PRIVATELY MAINTAINED 1" = 20' HORIZONTAL & VERTICAL v l 1 EXISTING SEWER M_AN_HO_L r r r r r ( r r r I V L No. 01.1880 1 1 1 r r ( ( r r rr r w� ( J�11r�P -PO4-9 �J r'LJc'Ir /1-1 I 1! 1 1 25' I.f. MASONRY RETAINING WALL PER STD DWG C -4- 1 r r r r J y 3 I PROVIDE SM 0TH TRANS ON _ fa r r r� r r l r - I ���1 1 J1\JLi 7AJ -\I1 P-1, Pr1r -irk I r 1 r v I TO EXISTIN IMPROVEMEH�TS f ( � H ` 11 r r r 1 ( r G r 1 1 1 I 1 I I 80 6" PCC CURB WITH 4' W {DE ( w = ff % 1 r 1 r r� T /I _11r -r� 1 f -fr 1J I 1 3 00 ( HANDICAP DEPRESSIONIAT CENTER rr M rl 1 ( EXISTING ENCROACHME ( b B ( ( jf J S B r r r y 4ss II I 2+ ( 1 J yo ss r z I-L1 So ss I 1 - - rr� C r y�> I �y�G ( isr�, 1 r C6 R >> r o s •> -� � ,..� J / �y .o, •� .o, •o o •o, 1,� J s w r r ° so 'm L �dB _ m - r 4 r - - -- - + 1 10 _oa rA `doe r log r _ 7y �� ^bs� I w Dl I O - qo� 6� PPse J F 02Oos , _ a� �Q, i - keys -J sF0 PPi EXISTING DECK 81� OJ /PPL ( 8f FQ APP '�--- 117.D v . -,i N r �y- _ _103,80' J • , TO BE CUT BACK TO P/L _ �' k -J - - - - - - - - - - -- - - _ _ - - -- - - - _ _ _ • _ _ +< y s y'� °� .rX -� -xta r' {.ry r �x \,... x x x x x x x x x x x x 1% x x ;�: x x xr.xr •x` x x'-`x x I `x 5��� __E- -1- %�--- �___{��- �LDING$ET- '- - -.- FILL -.- e� O„ ,i`S��y i 0 (y- �r - - -- z s 2:1 SLOPE d O (I - I % 0.g EXISTING FENCE ey% % \6aOO Bh INSTq� LGAt UPII BEHIND NEW - - S g , l o S s s "- s - s - s - s - '•I-1 s - - s'` s a" PV ATE SEV�(ER IAT64 - S - S - S - S - S - S - S -4I s - s - s - -QS o:.- - - - - -- - - -- - - .. - -- -- m a3 e� QP� 8 /° ► ,'' f 1 \V ��� 1 +88 S N SEINER LATERAL TO BE REMOVED L - -- LL PER STD P1�G $ 131 �2: o N z\ o 16' PRIVATE ROAD 10% �` UTILITIES EXISTING HOUSE T 1 +83 I LL _ SEWER LATE ('' `r _ o o w `r - D-� - - - - -- S s s -S ->s -s -s -s "d-s -s - JS -s =s S s -S -s -s -s -s -S -sue s TS, �LATERALCLEANOUTOB _ _ _ -_ - OWG 13- S�� S 4 PVC PRIVATE SEWER LATE O x ESMT E REM 9 F p REQUIRED AT EVERY BEND LtJ �V �! Co^ II I 2 EW1 "DUALWATE SERVI W - ^L �, lv -�;5 -w w -w -w - -w -w -w -w -v -w -w" w �w -w -w 4f w w - 'v -. LL (I I -- -- - I Y fix} y�� Y'y� �x '� - _ _ 1" PVC PRIVA WATERS RV10E III IPEgWAS - ( V ww� w -w -w -W �\ ;�CEL .f I PA 2 0 1 R1 p, I xy ^� >\ <x ���iiX)�<,"�� <x> < �\ W a \ \ \-!" -- �" _- - - i m__. _. _ 87.5 PAD 1+67 4z `� uR�'j • YH�IY\ _ �. _ _ _ _. _ _ zl ,� y I I n fEff. n x, <n .- . -. -.\ .- .- .- .. -. -. -. - -., - -' -- -- -- - - -- -� �� ! a r' +63 IfJWLL NEW SEWER LATERAL a .. gYpy_�IyLIj-�j ._ ,c 1\ X ,�` >. x ,�� BUILDING SETBACK 66 Z I vr0'v r - I n >y i` , X ,f >x �i< )�' 6�' W e I - - - -- - s S S s x> <X> <x> <X> <x"�'X> Q`,. Z , F jj�� . ,y p9 14" PINE PER STL(�1�G S-1 ' x ` x >! Y l : "' TO BE REMOVED ° ^ >� X >i< >� x `< >� <X ,< >��`�,...�. I I I 8 /o L_e ----------- - - - - - - - - - -- - - - -. _._.J. . - -- - - -. SETBACK �. _._._._ _._._. : �O �'� 3% 6 j I 1 BUILDING SETB .x� '. I ' <x >`< J, <X>� <X>'<x <X >, <x>�11 Q rn I L Fy H s9F, - ---f- _______-_ --- L �A °O rl ( m �.L I i,.. i< >� x �< >` x �< >� .`,< >'y �d W y' s- --- t-- �---�F---�1% -- �-- f- -- -�--'�--.- ---�---� �-i I , >i <X � <X >i<x>)Cx <z j�� Q A i �, 117.D2' w 'i I twi i I ce ,< >� X < >� x , <. >, x ,< .-, `` I Cr, O 1p z E X i< X i< >, X ,< >� ,< i0 F- ti l / % I iii Aa. II I i < > X > z < > x \. __ __ ___ >_ F -__ _ 1 _ �- 0 mw �i I ,< >� x x y< �� z , u� Ln e _ _I_._ _ _ _. _ _. _ _ _ _. _._.� 6 �. G N < < X I r BUILDING SETBACK+ _ - t- - - - - o I Z > (Z uv \ <x ` <X> <x x <X >\ <x> <X >\<X> EXISTING HOUSE TO B REMO i L I o I� <> z <> x - i .�` i ,< > � ,< > _ STING RETAINING WALL LLB i I _ I rn <x >'<X >� <xj >� << >i<x>� <x >i! .� ]VI I � � v � � � A� � i � _/ .� �'06 0 � PER DWG N0. 1468�� 0 <x> <x> <x > <x >' <x>x< �. c'KX` 20' i I� 3 I r pARCEL1" U i i e I W , , ♦ 'aeb�i+ �: i �� / _ 1 +38 N 5 �" WATER METER �n N :+ >� X ;< >' X `< >' x `� �.�- ! - -/ "WATER -- - - - - - -- -W xa - Nx < > x < �< >, x t 87.5 PAD 3 18" STAR PINE REPLAC MIPfH NE 1" DUAL WATER - / m w r Y ' - 0 / > x < > x , <X x > , <x �� "' TO BE REMOVED I I r - -- - - - -- ;, PARCEL 3 SERVIC RE�.WAS TOWS- 07 &WS-O� I nli<X>��X�i <x >� <x� <X >� i <xk �\ I i T , x ;< x �� , �� y� 1 f 88.0 PAD 1 Z I LL EXI TING R MAIN C.0 , - I� % X �i,% , i---- -- ------ - - - - -- -'--- -- -- ,-'. O l Z i IL 0.011890 i_" Imo- < >' >' <x >` ` p Q� l f _ W I , x rC i<i� r <>� (-- - - - - -- I v°o• 5' V < >� x ,< >� X ,<� X i< >� '\ ' '� 2D' ,° I g'1 d LLJ H i X y /,<x ) <X>\ x <> <X, . i < x ' EXISTING SHED Y �<x> < >� x ,< >/ x < >/ x �' I TO BEREMOVEI) I- - v /� LL <> X x LLJ ( I 1' X x LA PE / BIO- FILTRATION AREA I 5' PUBLIC STREET �EDIfATION : 1 I - - �_ _ _ _ _ _ _ - - - - . -_ U) :<x>i<X>� >v<x >� <X >)�%>�/ X e� b L PER PARCEL MAP, PM 03 014 I x . <Xy<x>. x <x> Y , <x> - - - - -- -1 z d I X r< >) x ,< >)<' < - , , �� >/ X ,< > x x < > I i. ___ _ --- U' 25 ,< T X).<X >. <X >, <X >/1 x <x> ? ---- - - -- -_ _ _ I X „ >` X x< >� X ,< >" r I EXISTING MASONRY WALL BUILDING SETBACK - _ _ _._._. _._._._.- - - - -' -' - ua _ _ _ - - -- -- r•,. i<xJ'vx�i�X >/<" >i <x >�<x�,.Yix 1 TO REMAIN 2 "/0 1 -- PCC SWALE & AC SHOULDER >. ,< >� x /< , ) 6 -�--- :. I ........',i ��>� <.0 ,<XTvX> <x >`<x` ,<hv . J `s e� _- __- ...- . - - - - -- _ 1 1 I PER DETAIL SHfi 3 -:� " ' X >(�.� `<. - ._.- . -...- - o - - -- F- CK - x SETBA 1 k _ - - I Cn I�Y�25%S `.l aC x Y �, a, �< �,� i ��.- - . BUILDING - . _ :�� _-- -_-' -_ -' - - -- _- -� - - -- _'_ -"- 1v.v / C' Q I � I I J I I I 1 +00(_ASSUMED)_ __ _ BEGIN NEW PAVEMENT EDGE SWALE I l� 3 I I REVISIONS APPROVED DATE REFERENCES I 103.22' T 87 -�- - - - - --1 WE NOTES: 1 RE SPRINKLERS: Fire Sprinklers shalq be installed in the single - family dwelling foi Ircels 1, 2 & 3. BSTRUCTION OF ROADWAYS DURIN CONSTRUCTION: All roadways shall be a inimum of 24 feet in width for main cress road, and 16 feet in width for privatel ad, during construction and maintain free and clear, including the parking of Ihicles, in accordance with the Unifor Fire Code and the Encinitas Fire Department. I , TE TOPOGRAPHY SCALE County of San Diego Vertical & Horizontal Control Monument No. OC 15. 1.5 in capped pipe located in front of 1021 N. Vulcan Avenue in Leucadia HORIZONTAL 1" = 10' Elevation: 57.88 Datum: USC & GS VERTICAL 1" = 10' T- n 2 N 18 04647 W 225.50' I -- - - z r - - - - 5 -- EINkR - 5Y5TEM NOTES: 6 � 1) See S ER NOTES, Sheet 1 for additional specifications for the sewer system improvements shown on this Ian. I I 2) All 4" [ewer laterals shall have a minimum 2% slope plus a 1.2 foot drop to the main. I I 23 24 1 1 1 I I I I GRADING PLAN SEWER LATERAL TABLE LATERAL LOT No. SEWER STATION INVERT EL AT MAIN LATERAL LENGTH (Fq I DROP TO MAIN (FO INVERT EL AT EP SLOPE CX PVMT EL @ LAT DEPTH AT P/L (FT) REMARKS 1 1 1 +88 79.3 28 1.2 9.8 2% 84.3 3.1 EXISTI G 2 2 1+83 79.7 28 1.2 81.2 2% 1 84.5 2.9 3 3 1 +63 81.3 28 1.2 82.8 2% 85.4 2.2 w OO w w M w 0 SCALE: 1" = 10' 1 ' BRiAN cLtr I I I ON w DONALD c LU No. 26175 Ce I D 5 1U IS 2U Pro es oral * ; 5E9 SHEET 3 FOR TYPICAL 5ECTION5 AN OETAIL5 W - - bd - - `bd - APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPI r -� ^ BY: BY: DATE: DATE: L I�Q,r'f DATE; BRIAN DONALD, RCE 26175 Dowse Expires 3MI106 Q 10/05/05 w CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING PLAN FOR: TPM03 -014 9436 -G __j 185 W. JA50N 5TKEET, LEUCADIA SHEET 2 OF 3 RESOURCE DEVELOPMENT CORPORATION IN02 -0206 *tl[ ; 1 SEWER MAN t 1 :4✓y{,,. P�. of =f§� u 3� J24 I I I 4' AC PAVED „ I !t I llil I I ��I IV 1 +88 NG S R LATERAL a' CL UbB I D 0 '," pp Cj 1 +83 f N4 SEWER LATE 1 PER D , 5-Y 1iII w O M I ; 1Stpi ✓.. a 'i .. yy . L 1 "' 'r; ; SI<RV110E AND DUAL WA METE ' O i3 I Z S" P AS STD WS -t19 CL, �R Y� 1 w 14_40 WS7ALL14swSSWIA ' AYE 51 Fri s' 95 W I 1 I M i I. vJ _ tq 1131 1� '4� ( U tt + Z Ill ""PI ALL ; WAS STD Ws A9 I- 1 PROVIDE SM )OTH TRANSITION # 1/ TO EXISTINE IMPROVEMENTS v o 2 f 6" PCC CURB WITH N WIDE ^' `" ° f `f { HANDICAP DEPRESSION AT CENTER 1 -N F �o ri i Z m �'•1- �'.. � 103.00'- �; Fb �1'� + MAP -0049 FF "� SL nD ,/I i ff �X171N© 7FAIL8R PARK #% F` # O 9 a 'S, dip 1 N 15 003'28" W,` 220.02' op .pt: _ �C9 OPP f I I 1 47 F his - j + sj� �Si jGpp�s �• B & � -- -- -- �. N15 °3'28 "W 101.02'.._ -- - ` ----- - - - - -- wCl I: ��Q"Kl �,� ,� /;. ,qtr- ,�,,.,, ,�.,...,�f,: ..,<, °, � � f,,,f��,� A `,f�f,,, ,. /.,..f,,,a t, /`,P, .,., /.f •,.�.,f,f��� ., �f R iA, NEW MURET.WALLPE',R DR D -4 �.g. % _ R `e A dY h h3f '^,. /`.P `.. 4F' \ {`.!(\X "l \f \ / % °f ,A \i :.e J', lr` !f \1 f Y \l 'i/ `f / fSi• A f M1!\1 'i A M / PROP03E :H D N E, , r k "4 s EXISIING 1 ENCE 0� BMP DTL, SHT. 3A e � <. m TBBE.REI>10VED .� Q — a . 4 PVC ERIATERAL _ s . w� ss;�st�s —s N.—s �- �s— ���..�„s, —s, - s:"-- s,= s 'ss< —s =mss, —_sus mss: �s - � -a`3°' _ " 9 i .H ..m. ,,..,,. ,y — —3� 10% EXIS j(. a' c '-• .^ . ' m :. d � � c a ., o :: = o ti t�� • t,�. � r `° 16 PRN/OTE ROA' �. a z - _� " �`llTTUTIES.ESMT: S REMOVED Tfh G H011SE'TO BE REMO C . ° 4. PV. PRMATESEWER LATERAL 4- o w. S S —s ..� 3. — s S — 5, — S — 3 — s -- S'' m$ �.. s —. w�' — 3 s �1,.�. $= S .N-VYLR ` I,LEANOUT _ .s+ `? e 0 ' ^ �X`?II,�D . 's ? `�;•s � ,.,,•. � ... y� � 5 .. A.� ° Z O AT BEND q' V: F W 5v,, K,y+ —w —w w —w —w —w w— w— w— w —w —w —w —w —w —w —w w —w �w— w w� w.J4- w.:�w.' w �r^'vr'ePI N rP` °'.. /"'', f� 1" PVC PRIVATE WATER SERVICE LINES : � W ' J�� "' -i' w —w _ w w w�w�w— �w...�.w w— w�w�w_.- w- ,. -,w —w� "'� _ _ _ :. �' 20.0' FYS —� 016- Iy a LINE OIE EXIST. PVT. UTILITY EASEME T`� m B /G G � 14° PINE �� BE REMOVED ° �o<41, �0.� 00:d mi rtrt �' BUILDING SET - ,I,' / { - 4t' c^1 LIGH LIGHTWELL "€s !�• i.� TL., . . 3A •. .. � i ......... .., •• : ° . ,.,. „ "x . -,zm•a �. .... ( m�. c m x . *gip }. QT ' { : , a .,lq`57i .��% .... ... � �,f ;% %fva i+?: ^S•.,'4 . l'\ i�lm {S F`y s ........ .. „9 V V Ir- AJ o Qo' . PROP B'H WDI FENCE a 2% A m x oe 9 6 2 SLAB I' PD3L:;SHf:3A .m 0. E rn 'I n n: n n . �N t' � :.:: f'. /,Ai'(xa�% a n r`.tf` ea ,..,� •'ti' '�� Sj! Y''T,, 'b' I ITAiC11dG s .I.' ..:0.,. m a Y �J" -� �. -N' fir.”. 1B "STAR PINE ti�. i ~' ^�,.,- .,e..) 1 - ""•y`r 'tr' ¢z�' .0 Qj�",.k " �D }D,� MI S �P/ /// �► //�i�liJ 1t A S IX N S LwI . -1898. :14 L .01 - 1 I I I I G7•`41b1'FM.NfW:Pl,Ub�•=/1XCFb• 4 DWI DTL,, SHT 3A ' v M a 3 . {. '.'+. /Y".' 'Vsss C.J.�'.7 * f'. >1�Jlur'•'eXg% W.k"'4 11:7:MoA11TiPl BMP DTL., SHT. 3A S i i I I 1 I i 9 I I w 103.22' 23 O �0 010 N 18 04647" W 220,50' 24 EX 6' �) mm�2�: �O g BAS ENT SLAB 2-5 ! i i I I I I 's 1 a I I I ; S 4 i a wz � I L 9 20% 7A, W w � O 1 01 r SL NT M 1 ° �� v 1 IN I 1 W 1 2l ' 1= f 1 •3 f S e I 1 1 11 21' -0" I 2%_ U ° m BMPDTL., S : 3A �� �� u�y , I can �'p�a ✓w r*, +..r %�"` Q Fjr`f 4' LL Ln o E *,,�F' , SED 6'H WOOD NCE, TYP 1 m L'� i , o sE rn v .✓ °I L� 5H 3 2 / D 00 D _ --: ;ffi H ?3 1 1 0 Q ..- .. -_ _..- _.- _., ..._........._.. - -- EXISTING RETAINING ALL 2% PER DWG No. 1464 1 o 20' -0" RYSB / r j E i Q 2 %/ 1 1 a i X-" 1 1 � / 1 1 ----- 23'_8" - ---- -- -- --_ BMP DTL., Sff 3A +y 1 I 1 27 I N, NO C,0*1TR am TO GGTV V10f0 T46 6xIsTNA LEGEND sewm LATERAL TO VdRIFY ITb 60N01Twm. DE3GRIPZTON SYitBOL 3YILBQL PROPERTY LINE EXISTING CONTOUR -- ' "� LIMITS OF NEW PCC CONCRETE IN R.O W Z NEW CONTOUR 200 UTTER 6-1 O QgOFESS/ i.8 S7 / I" WATER SERVICE 4 DUAL WATER METER, 104" —w -Q CUT SLOPE (2 :f MAX} _. U __...,�.�.____.1!__. _ � { � FILL SLOPE f2,1 MAX) 4" STREET SEWER LATERAL 5-11, 5 -26 —3 —Q$ No. C -50344 Dig. 8 -30-15 SPOT ELEVATION . 336,34 LIMITS OF NEW 4" PGG OVER 6" C-11 BASE _ Civil 0' 10' 20' 30' DRIVEWAY APPROACH 6-14D OF LIMITS OF CONCRETE PERVIOU5 PAVERS DIRECTION OF FLOW FL SGALE: I " = 1 O' PERMANENT TURF AND LAN05CAM FILTER AREA FOR BEST MANAGEMENT PRACTICE NOT TO BE RETAINING WALL REMOVED EXCEPT BY PERMIT FROM THE GIN. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCASeECIAL DISTRICT APPROVAL D ESI NED BY: MBM vvN BY: M HE _K D Bv: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 1 PRECISE GRADING; REPLACE SHEET 2 w/ 2A. COUNTY OF SAN DIEGO VERTICAL AND PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED. GRADING PLAN FOR: LWQ RIVIS1001 1124114 HORIZONTAL CONTROL MONUMENT NO. OC -15. DATE: 3/14113 A ^ 185 -187 JASON STREET, LEUCADIA, CA �T- - - /VI AA 1Y2" CAPPED PIPE LOCATED IN FRONT OF 1021 HORIZONTAL: 1" = 10' w ,• N. VULCAN AVE., LEUCADIA, CA. VERTICAL: 1" UIM = 10' R.C.E. NO;: 50344 MASIH MAHER F0f GLENN PR WKI- TRUST 9436 -G APN 254- 230-45, 47,48 ELEVATION: 60.2 DATUM: NAVD88 MARTELL B. MONT lo/2./(4 EXP.: 6/30/15 DATE DATE PLANNING CASE NO: TPM 03- 014/12 -027 CDP, 12 -028 CDP, 12 -050 DR, CDP SHEET 2A O 4 co (N04 aw vn to C9 U u- z LLj w W N z¢0 Ld Q<- X U) u- to O �NO co (N04 aw vn to C9 U u- z LLj w W N z¢0 Ld Q<- X U) u- to O �NO 1. In case emergency work is required, contact JAMES LATTIN, at (760) 942 -1967, 24 hours a day. EK0 510 N CO NTKO L PLAN 2. Equipment and workers for emergency work shall be made available at all times during the SCALE: I" = 20' C C TY�I CAL 5 ACT 10 N5 AND D �TA1 L 5 LGGGND rainy season (October 1 to April 15). All necessary materials shall be stockpiled on site at convenient locations to facilitate rapid construction of temporary devices when 0 10 20 30 40 so R/W R/W rain is imminent. PERMANENT TURF AND LANDSCAPE FILTER AREA FOR BEST JASON STREET MANAGEMENT PRACTICE NOT TO BE MODIFIED WITHOUT A "' 3. Devices shown on plans shall not be moved or modified without the approval of the Engineering PERMIT FROM THE CITY. C/L Inspector. 20' 25' NEW AC PAVEMENT 4. The Contractor shall restore all erosion control devices to working order to the satisfaction of - 13'f the City Engineer after each run -off producing rainfall. COMPACTED FILL AREA 5'--] 1 14.5 12' SHOULDER IMPROVEMENTS PER DETAIL BELOW 5. The contractor shall install additional erosion control measures as may be required by the City I j SILT FENCE (BMP SC -1) Engineer due to an incomplete grading operation or unforeseen circumstances which may arise. _ _ I 7 GRAVEL BAG BERM (BMP SC -4) 6. The Contractor shall be responsible and shall take necessary precautions to prevent public �i I ,:- I CONSTRUCTION ENTRANCE (BMP TC -1) PROPOSED FINISH SURFACE trespass onto areas when impounded waters create a hazardous condition I ILIZED CONSTRUCTION ENTRANCE 2°° 7. All erosion control measures provided per the approved Grading Plan shall be incorporated hereon. i I I - - - - -- J - 8. Graded areas around the project perimeter must drain away from the face of slope at the EXISTING CURB, EXISTING GRADE rte.." _ EXISTING AC PVMT & BASE conclusion of each work day. i I , -- � •� I � I ter. �� �� „�-���' ,� ,,,,,, < -- - - - -- - - - -- - - - - -- -- - -- I I GUTTER &SIDEWALK r the five 5 day ram probability forecast exceeds forty percent 40% . Silt and other debris I lv GRAVEL BAG CHCK DAM I .- r� 9. All removable protective devices shown shall be in place at the end of each working day when ' J ( -GRAVEL BAG CHECK DAM TYPICAL SECTION - JA50N STREET O Y P ftYP ( ) �i .n, <�k - - - -ei PARCEL 2�� '` -- \ _ 'l No Scale shall be removed after each rainfall � i � � - - 1 Iy�.x- (� C/L R/W 10. Should germination of h droseeded slopes fail to provide effective coverage of graded slopes g 9) p Y P P P P 9 9 P �� I i < < <4x 14, 25' 11 (90% coverage) prior to November 15 the slopes shall be stabilized with punched straw installed _ r 1/2 STREET PAVED TRAVEL WAY IMPROVED ROAD SHOULDER in accordance with Section 35.023 of the Erosion Sediment Control Handbook of the State of . < >yN I _ _ _ _ __ _ _ <. __ ____. _ __ _ _ _ I I K < Kok;', -- - CallfornlaDepartmentofConservation. o� <k ovERAYORGWNDAS 3.0' 3.5' 47, < < -( f-- PCC SWALE AC PVMT 0 kK ,�'6' I - NECESSARY 1.0'MINIMUM TRANISMON PER FIELD INS CTOR „ „ -- -- I I >K �K�k_ PARCEL 1 GRAVEL BA�ECK DAM i 4 Ac /6 anne 1.s' 1.5' �f MATCH OVERLAY GRADE 0.3' PROP SED GRADE 2% HYDR05EED NOTES <xK % a 2 "OVERLAY -- - - - - -- i r < >K> K, <r,¢ .r. PARCEL 3 IXIST AC PVT r - - when the are: I < Kk <> y< SILT FENCE -7- - - - - - - - - - - - - 1 H droseedin shall be applied to all slopes that are graded 6:1 Horizontal to Vertical or steeper ! y K - - - - - - - - Y 9 pp P 9 ( ) p KkK <>'Y k k s ` EXISTING GRADE Y , `k «v NOTE: IF PADS ARE-LEFT TO RE VACANT FOR LONER THAN 70 � ExISrING GRADE > kK <� rKk% MONTHS,-OR-AT-THE CITY INEER S DISCRETION ENTIRE PAD {BALL - I 7"PCC /3 "CLIIAB 4 AC /6 CLIIAB 1. Three feet or more in height in fill areas. I IxKk BUILT TO G -17 STD K >, K� BE HYDROSEEDED 2. Five feet or more in height in cut areas unless sloe is not subject to erosion due to the n 9 P J erosion resistant character of the material as approved by the City Engineer, kx - '_ - - -- I 2) Irrigation shall maintain a moisture level of the soil at the optimum level for the growth of the I < % a __ __ _ - - = PAVEMENT EDGE & 5WALE DETAIL hydroseed mix. -- No Scale 9 9 p f _ I 3) Hydroseedin Mix shall consist of all of the following: I _- - I 1. Seed mix shall consist of no less than: Minimum % Purity /Germination I I -- - - - - -- - I 2a PRIVATE ROAD & UTILITIES EASEMENT a, 2.0 lbs. per acre of ARTEMISIA CALIFORNICA 05/60 I i �`E //. b. 2.0 lbs. per acre of CAMISSONIA CHEIRANTHIFOLIA 90/80 j I i I T LANDSCAPE / BIO- FILTER STRIP 16' c. 4,0 lbs per acre of ENCELIA CALIFORNICA 40/60 I " I PLANT w/ IRRIGATED LOW GROWING AC PAVEMENT & BASE d. 4.0 lbs per acre of ERIGONUM FASCICULATUM I I I j I GROUNDCOVER OR TURF PER OWNER'S CHOICE PER SOILS ENGINEER - MIN 4" AC / 6" CL II BASE c e. 3.0 lbs per acre of ESCHSCHOLZIA CALIFORNICA 98/80 TOP OF WALL OW) 2% f. 12.0 lbs. per acre of FESTUCA RUBRA'MOLATE' 95/80 STORMWATE UTION CONTROL BMP NOTES ELEV ON PLAN g. 1.0 lbs. per acre of LAYIA PLATYGLOSSA 60/60 MASONRY RETAINING WALL COMPACTED FILL - - - - - a PER SDRSD C -4 (TRAFFIC SURCHARGE) _ - - - - - � h. 6.0 lbs. per acre of LOTUS SCOPARIUS 90/80 o Relative to Con ion Activities 2„ _ _ _ _ _ _ _ _ _ i. 4.0 lbs. per acre of MEIICA IMPERFECTA 80/60 - - - - - - P NOTE: Con ashout On site uction Material Storage - - - - - - - Tov of FOOTING (TF) j. 3.0 lbs per acre of MIMULUS AURANTIACUS PUNICEUS 02/60 �� CONSTRUCT SEDIMENT BARRIER AND ontractor shall establish and use an adequately sized concrete washout area to ELEV ON PLAN EXIST GRADE A CHANNEL RUNOFF TO SEDIMENT TRAPPING DEVICE Stored materials s contained in a secure place to prevent seepage and spillage, a contain washout wastes on site. It is illegal to wash concrete L k, 3.0 lbs. per acre of PHACELIA CAMPANULARIA 98/75 ; , ;:•, .:. ;::. , g slurry, Contactor shall store the ucts where they will stay dry out of the rain. Contractor I. 3.0 lbs. per acre of RHUS INTEGRIFOLIA 11 /z" CRUSHED mortar, stucco, plaster and the like into the stormwater conveyance system shall provide secondary containm all fuel stored on -site. TYPICAL SECTION - PRIVATE ROAD a m. 2.0 Ibs, per acre of SALVIA MELLIFERA 70 50 " or any receiving water. Contractor shall post a sign designating the washout location. F P / Eliminate or reduce pollution of stormwater fro iles kept on -site. Stockpiles No Scale c n. 8.0 lbs. per r VULPIA MI R TA HY 1.1' MIN. UNLESS THERWI E ' Construction Site Access P R H- p ace COS C S 90/80 s o s SPECIFIED BY A SOILS ENGINEE ILTER FABRIC ON may include soil, paring materials,asphatcoHcrete, agg base, etc. Stockpiles ORIGINAL GRADE A stabilized construction site access shall be provided for vehicles egress and P/L z R. ingress to prevent tracking dirt off site. This shall include using material shall be located away from concentrated stormwater Flows an drain inlets. u SECTION A A g p g g Stockpiles shall be covered or protected with soil stabilization measures ovided such as gravel and /or corregated steel panels /plates. p R NOTE: ANY DISTURBANCE ON ADJACENT LL 2. Type 1 mulch applied at the rate of no less than 2 000 lbs per acre. Type 6 mulch straw may with a temporary sediment barrier around the perimeter at all times. PROPERTY REQUIRES A LETTER OF YP PP P Yp (straw) Y Q so' Mm. Construction Vehicles F be substituted, all or part, for hydraulically applied fiber material. When straw is used, it must Training PERMISSION FROM THE PROPERTY A A specific area away from gutters and stormdrain shall be designated for construction be anchored to the slope b mechanical) punching no less than 50% of the straw into the soil. 19' RADIUS MIN. Contractors' employees who perform construction in the City of Encinitas shall be OWNER CONCERNED, 3' DRAINAGE SWALE P Y Y p 9 vehicles parking, vehicle refueling, and routine equipment maintenance. All major repairs shall be made off -site. trained to be familiar with the City of Encinitas stormwater pollution control requirements. 6" MIN 87.5 PAD ° These BMP notes shall be available to everyone working on site. The property owner(s) QE c 3. Fertilizer consisting of ammonium phosphate sulfate, 16-20-0, with 15% sulphur applied at the ,r 5 ,- Erosion Control and the prime contractor must inform subcontractors about stormwater requirements TOP OF WALL (TW) 11��' � rate of 500 lbs. per acre. Erosion control must be provided for all erosive surfaces. Sloped surfaces especially P ELEV ON PLAN COMPACTED FILL c P and their own responsibilities. a STABILIZED CON5TRUCTION ENTRANCE shall be protected against erosion by installing erosion resistant surfaces such as Waste Management MASON R AWING WALL = 4) Areas to be hydroseeded shall be prepared prior to hydroseeding by: erosion control mats, adequate ground cover vegetation, and bonded fiber matrix. Contractor shall be responsible for properly disposing of all waste and unused construction PER SDRSD C -4 2" _ - No Scale R R R Y R 9 _ materials. Dumping of unused or waste products on the ground, where water can - - - - - - - - - - - No excavation and grading activities are allowed during wet weather. _ - - - - - - - - - F 1. Roughening the surface to be planted by any or a combination of: carry them into the conveyance system is strictly prohibited. TDV OF wonNE ELEV ON PLAN EXIST GRADE d. Track Walking SIOpeS Steeper than 6:1. Diversion dikes shall be constructed to channel runoff around the construction site. N° seepage from dumpsters shall be discharged into stormwater. Berms /dikes shall Gc /^ t2 t2 b. Ripping areas that will not break up using item "a" above. tSm FABRIC SEMONB Contractor shall protect channels against erosion using permanent and temporary shall be placed around dumpsters to divert the natural storm runoff. Dumpsters shall SECTION B -B 2. Conditioning the soils so that it is suitable for planting by: 1. CDNSTRUCI THE LENGTH OF EACH REACH SO THAT THE aANGE IN WE SEIRAIXVAJUES SIAK*B� OT " S•,,51I ELEVATION ALONG THE REAOI ODES NOT EKED In THE HFISW OF THE (SEE NOTE 4) erosion control measures. be checked frequently for leaks. Dumpster lids shall remain closed at all times. ❑NEAR RADIUM IN NO CASE SHALL THE REACH LENG IXCEED 5W FEET. , SIN(EA Dumpsters without lids shall be placed within structures with impervious roofing or No Scale a. Adjusting the surface soil moisture to provide a damp by not saturated seed bed. 3. THEMST ENSUONFFENCEMINA F NEDNP$LDPE. FABRIC �a„�STAKE Remove existing vegetation only when absolutely Large projects shall be S. GTAEERONSMONSAR T NOMINAL 9 e9 Y Y necessary. 9 covered with tarps in order to avoid rain contact with any trash material. , b. The addition of soil amendments ph adjustment leaching or covering saline soils to STAKES RGMAYVSPKED T 8FEEMD"ION. ENO gB ®B SEE NOTES R unnecessary g o G. ONDOWNSTREAMMACEDAT9 FEET MAXIMUM AND SHALL BE PGGIFIONED TOEOFGLOPf SEE NOlE56,,, ®1t conducted in hoses to avoid Dnnecessa removal of the natural round cover. ,•,t STAMT OVER WEND FENCE JOINING SECTION DETAIL ROPVIEWI Many construction materials, including solvents, water -based Paints, vehicle fluids, a provide viable conditions for growth. 6. SIARTURN. S RE ANICTO9AAERICTDFOPLES. NDGQISIpkEONE -D� A,Lp Do not remove trees or shrubs unnecessarily; they help decrease erosion. C FULL MSS SH BEOFJ EN GMTLYTIHMTAPLES. a 1EEDOE WOOD GTAIffS broken asphalt and concrete, wood, and cleared vegetation can be recycled. ,. SLAKES ROUGHODRDIMENTHTLYTT. THET RSOFE ENTFOT SHAA BB 3 SILT FENCE -Q WWD P/L L FLOW-THR000HOIREDIMEMATJOINi. iHETOPGOFTHEGTAKESSHALL FABRIC FABAIC MAKE SEE Non-recyclable materials must be to an appropriate landfill or disposed 5 H droseeded areas shall be maintained to provide a vigorous growth until the project is permanently EERENDSTARHWWE G NOTFB NOTE SAS Temporary vegetation must be planted on slopes or where construction is not posed Of as (IF ON PROPERTY LINE) F y p g g p j p y B. MR END Af FENCE WAO G WM � O DEDARODNO coos pxES immediately planned for erasion control purposes. Erosion shall be prevented by hazardous waste. For information on disposal of hazardous material, call the Hazardous `LL landscaped or, for areas where h droseedin IS the permanent landscaping, until the project is 9. MINIMUM4GTAPI£SPERSTAKE. DIMENSIONSSHO"NAPEMM END STAKE DEA L rTDP VIEW Waste Hotline toll free at (800) 714.1195. For information on landfills and to order P Y 9 P p 9/ P ] planting fast - growing annual and perennial grasses to shield and bind the soil. 10. CROSS BpRPJERS$HALL BEAMINIMUM OF 1/3 AND AMAXIMUM OF I/2 dumpsters call EDCO at (760)436.4151. 4' completed and all security released. THE HFIGM OF THE UNFAR BAWE C P '/ 11. MNNIFNM( EOPENINCSSHALLBECONSTRULTEDINA MANNER TOENSURE SECIONA - A MA %RFAD,�WO Plant permanent vegetation as soon as possible, once excavation and grading activities SEDWENIREMAWSBEHWDS"TFEN . DIDSFAKE (SEE ROIEI) S" Pollutants shall be kept off exposed surfaces. Place trash cans and recycling receptacles 12. JOINING =DNS SHALL NOT BE PADS) AT SUMP LOCATIONS. (SEE NOTE I) �e, are complete. LL 13. SANDBAG ROWS AND JAY SHALL BE OFFSET TO EMANATE GWS Q10550"RPICA °ETAILA around the site. � CL ILTFENDE SEENDIE10) Water usage for dust control shall be minimized. C LANDSCAPING NOTES �DD N DETAIL Portable toilets must be in good working order and checked frequently for leaks. D u Contractor shall provide secondary containment and locate portable toilets away from 1 MPACTED EARTH BERM- i�- o 1. All slopes shall be planted and irrigated in accordance with plans approved by the City Engineer. �Ep Clv/(F stormdrain inlets on pervious surfaces. -------------- - Plans shall conform to the City of Encinitas Grading Ordinance and all adopted Landscape and END DETAIL PLA T°"DFUOPE � ��`� ��� C Irrigation Standards. DONAND m �� u � F All construction debris shall be kept away from the street, gutter, and storm drain. TOP of SLOPE seowN ON PLAN o 51LT FENCE No. DONALD z Contractor must routinely check and clean up material that may have traveled CIVIL � away from construction site. EARTH BERM u 2. Finish Grading and Planting shall be accomplished on all slopes prior to October 1 or immediately No Scale Professional �� u upon completion of any slopes graded between October 1 and April 15. No Scale FOF CAC�FC 10/05/05 `u REMSIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. hd WE ftAcE wt 1 ditt, 3 County of San Diego Vertical & Horizontal Control PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVE GRADING PLAN FOR: Monument No. OC 15. 1.5 in capped pipe located in front of 1021 N. Vulcan Avenue in Leucadia HORIZONTAL N/A 8Y. VI' � BY: TFM 03 -014 9436 G DATE o 5 CITY ENGINEER Elevation: 57.88 Datum: USC & GS VERTICAL N/A 'BRIAN DONALD, RCE 26175 �tl DATE: , All S 10 S DAIS: " i ' i- 185 W. JA50N STREET LEUCADIA NAME DATE License Expires 3/31/06 SHEET 3 OF 3 RE50URCE DEVELOPMENT CORPORATION JN02 -0208 i r L