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2011-10852 G (Plans)GRADING 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 EVALUATION, 355 ROSEMARY LANE, COMMUNITY OF OLIVENHAIN CITY OF ENCINITAS, SAN DIEGO COUNTY, CA PREPARED BY GEOSOILS, INC., DATED NOVEMBER 30, 2010 ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE 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 (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE 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 HE 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, AND AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT N0, 10852 -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 WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT 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 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. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH 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 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 SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OR EXCAVATIONS 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. WILLIAM G. MACK R.C.E. NO. 7362V EXP. 12131112 REVISIONS Silcrr5 1 w DA E� APPROVED 1 DATE NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. A. SEWERS - CSD 633 -2770 B. GAS 6 ELECTRIC - SDG&E (800) 422 -4133 - DIG ALERT C. WATER - OMWD (800) 422 -4133 - DIG ALERT D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT E. CABLE TV - COX (800) 422 -4133 - DIG ALERT 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE. (760) 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. STORMWATER POLLUTION CONTROL BAP NOTES RELATIVE TO CONS TRUCTIONACTIVHMS 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 PROVIDE FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL ENVIRONMENTAL NOTES: 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 11 FT AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 3 FT 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 1.4 FT OF CUT AREA OF CUT (S.F.) OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING AND STABILITY OF THE SITE. LEO CALUSO EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE AND TEMPORARY EROSION CONTROL MEASURES. yl�RZVEWWAY SF •G GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. I, DAvq>Ske1I,�, epn�se_�: G���A REGISTERED CIVIL ENGINEER IN THE STATE OF 3, -145 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. CALIFOPNI�'PRIN�Y DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL PROJECTSXSHALLGBE CONDUCED INYPHASES TOO AVOID UNNECESSARY REMO AL RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN T G ING PLANS AND SPECIFICATIONS. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND SIGNED: C' GRADING ACTIVITIES ARE COMPLETE. RCE N0.: WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. EXP. DATE: DP- c- 3 I 2-c> (I ; ®� �� ON -SITE CONSTRUCTION MATERIAL STORAGE GEOSOILS, INC *As deA.fA No. RCE 47657 � STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE 5741 PALMER WAY G.44 -%ji /Iws -, dj �""� ((* E IZ)31 l i AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL CARLSBAD, CA 92010 1�M- ¢asti.�r calif ltaol�� p° STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT W. 0. 6154 -A -SC FOR ALL FUEL STORED ON -SITE. PHONE: (760) 438 -3155 ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. OLIVENHA N MUNICIPAL WATER DID T STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE BASE ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER CONSTRUCTED ACCORDING TO CURRENT APPURTENANCES MUNICIPAL FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WATER DISTRICT STANDARD SPECIFICATIONS FOR THE CONSTRUCTION WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT OF WATER MAINS AND FACILITIES OF AROUND THE PERIMETER AT ALL TIMES. 2. REVIEW OF THIS PLAN BY OLIVENHAIN MUNICIPAL WATER DISTRICT TRAINING DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES VICINITY MAP THIS PROJECT. SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, 1. E., OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS NTS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN WASTE MANAGEMENT 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE GIVEN WRITTEN PERMISSION BY OLIVENHAIN MUNICIPAL WATER DISTRICT. AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. STATEMENT OF ENGIIVEER OF WORK ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (OMWD) STANDARDS. IF STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY PARALLELING WATER SERVICES. MATERIAL. FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, 6. MINIMUM HORIZONTAL SEPARATION OF !0 -FEET REQUIRED MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING FRONT OF THE PARCEL THEY ARE SERVING. WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. THE WORK PERFORMED BY THE ENGINEER. B. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL RECYCLING RECEPTACLES AROUND THE SITE. POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY / NO -LEAD BRASS PARTS. FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND BY LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SURFACES. WILL AM Gr. MACK DATE SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH CURRENT OMWD STANDARDS ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, RCE No. 73620 NOTES: AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. PASCO LARET SUITER & ASSOCIATES 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE 535 N. COAST HIGHWAY 101 QpFESSIO ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO SOLANA BEACH CA, 92074 P Yq GREG-, WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO �O GREG-, ! WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND LA1VDSCAP2NG PLSA 1891 DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE ~ OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE w CD a No. 73620 m LINE IS. WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL Exp. 12/31/12 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND UNDERGROUND. ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. P CONCENTRATED DRAINAGE ARE 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL q� OF CA STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION CONVEYED TO AN APPROVED DRAINAGE FACILITY. OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. 4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. LEGAL DESCRIPTION PARCELS 1 OF MAP 17750 A.P.N.: 265- 026 -25 SITE ADDRESS 357 ROSEMARY LANE ENCINITAS. CA 92024 OW sTF"ERMITTEE LEO 6 GIULIANA MACALUSO 901 2ND STREET ENCINITAS CA 92024 ESTIMATED EARTHWORK QUANTITIES 670 CUBIC YARDS EXCAVATION (CUT) 570 CUBIC YARDS EMBANKMENT (FILL) 100 CUBIC YARDS EXPORT * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS. LEGEND S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROPERTY BOUNDARY - - PROPOSED CONTOURS EXISTING CONTOURS EXISTING EDGE OF PAVEMENT EXISTING FENCE EXISTING RETAINING WALL EXISTING 6" BERM EXISITNG HARDSCAPE RIGH OF WAY LINE SETBACK LINE EXISTING WATER MAIN EXISTING SEWER MAIN EXISTING SEWER LATERAL EXISTING WATER SERVICE LIMIT OF GRADING FLOWLINE DIRECTION PROPOSED BUILDING PROPOSED BMP AREA NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY PROPOSED HARDSCAPE AREA PROPOSED DRIVEWAY 4" AC OVER 6" CLASS II BASE MIN SEDIMENT CONTROL MEASURES (E. G. SILT FENCING, FIBER BMP STATUS' ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST STANDABDPROJWr ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY EjCINffAS FIRE PROTFCTTON DIST. OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS PARES & RECREATION DEPT. ENCINITAS PUBLIC WORKS DEPT. DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS RE ED BY.' VIEWED BY:, C .L -., RE Y.' WED BY. OVER A PERVIOUS SURFACE. 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND 33 / A, CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DA E' DATE.' DATE: DRAIN, DRIVEWAY, AND STREET. 255 - - -- 255 - - -- X X -W W- -S S EXISTING ONSITE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE IMPERVIOUS AREA (EXCLUDING ROOFTOPS) SOILS EN�IlVEER'S CERTIFICATE CONSTRUCTION PROTECT A NAGAINST EROSION LEO CALUSO DATE AND TEMPORARY EROSION CONTROL MEASURES. yl�RZVEWWAY SF •G I, DAvq>Ske1I,�, epn�se_�: G���A REGISTERED CIVIL ENGINEER IN THE STATE OF 3, -145 CALIFOPNI�'PRIN�Y DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL PROJECTSXSHALLGBE CONDUCED INYPHASES TOO AVOID UNNECESSARY REMO AL ` a3" (1 OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES I1 0lo AND 61 I ONE COMPLETE UNNECESSARILY, THEY HELP DECREASE EROSION. GIULIANA MACALUSO DATE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL ENGINEER, FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY*THAT THE BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO auTFin ANn RTNn TNF cnT1 RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN T G ING PLANS AND SPECIFICATIONS. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND SIGNED: C' GRADING ACTIVITIES ARE COMPLETE. RCE N0.: WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. EXP. DATE: DP- c- 3 I 2-c> (I ; ®� �� ON -SITE CONSTRUCTION MATERIAL STORAGE GEOSOILS, INC *As deA.fA No. RCE 47657 � STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE 5741 PALMER WAY G.44 -%ji /Iws -, dj �""� ((* E IZ)31 l i AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL CARLSBAD, CA 92010 1�M- ¢asti.�r calif ltaol�� p° STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT W. 0. 6154 -A -SC FOR ALL FUEL STORED ON -SITE. PHONE: (760) 438 -3155 ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. OLIVENHA N MUNICIPAL WATER DID T STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE BASE ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER CONSTRUCTED ACCORDING TO CURRENT APPURTENANCES MUNICIPAL FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WATER DISTRICT STANDARD SPECIFICATIONS FOR THE CONSTRUCTION WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT OF WATER MAINS AND FACILITIES OF AROUND THE PERIMETER AT ALL TIMES. 2. REVIEW OF THIS PLAN BY OLIVENHAIN MUNICIPAL WATER DISTRICT TRAINING DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES VICINITY MAP THIS PROJECT. SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, 1. E., OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS NTS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN WASTE MANAGEMENT 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE GIVEN WRITTEN PERMISSION BY OLIVENHAIN MUNICIPAL WATER DISTRICT. AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. STATEMENT OF ENGIIVEER OF WORK ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (OMWD) STANDARDS. IF STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY PARALLELING WATER SERVICES. MATERIAL. FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, 6. MINIMUM HORIZONTAL SEPARATION OF !0 -FEET REQUIRED MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING FRONT OF THE PARCEL THEY ARE SERVING. WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. THE WORK PERFORMED BY THE ENGINEER. B. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL RECYCLING RECEPTACLES AROUND THE SITE. POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY / NO -LEAD BRASS PARTS. FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND BY LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SURFACES. WILL AM Gr. MACK DATE SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH CURRENT OMWD STANDARDS ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, RCE No. 73620 NOTES: AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. PASCO LARET SUITER & ASSOCIATES 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE 535 N. COAST HIGHWAY 101 QpFESSIO ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO SOLANA BEACH CA, 92074 P Yq GREG-, WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO �O GREG-, ! WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND LA1VDSCAP2NG PLSA 1891 DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE ~ OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE w CD a No. 73620 m LINE IS. WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL Exp. 12/31/12 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND UNDERGROUND. ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. P CONCENTRATED DRAINAGE ARE 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL q� OF CA STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION CONVEYED TO AN APPROVED DRAINAGE FACILITY. OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. 4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. LEGAL DESCRIPTION PARCELS 1 OF MAP 17750 A.P.N.: 265- 026 -25 SITE ADDRESS 357 ROSEMARY LANE ENCINITAS. CA 92024 OW sTF"ERMITTEE LEO 6 GIULIANA MACALUSO 901 2ND STREET ENCINITAS CA 92024 ESTIMATED EARTHWORK QUANTITIES 670 CUBIC YARDS EXCAVATION (CUT) 570 CUBIC YARDS EMBANKMENT (FILL) 100 CUBIC YARDS EXPORT * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS. LEGEND S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROPERTY BOUNDARY - - PROPOSED CONTOURS EXISTING CONTOURS EXISTING EDGE OF PAVEMENT EXISTING FENCE EXISTING RETAINING WALL EXISTING 6" BERM EXISITNG HARDSCAPE RIGH OF WAY LINE SETBACK LINE EXISTING WATER MAIN EXISTING SEWER MAIN EXISTING SEWER LATERAL EXISTING WATER SERVICE LIMIT OF GRADING FLOWLINE DIRECTION PROPOSED BUILDING PROPOSED BMP AREA NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY PROPOSED HARDSCAPE AREA PROPOSED DRIVEWAY 4" AC OVER 6" CLASS II BASE MIN SEDIMENT CONTROL MEASURES (E. G. SILT FENCING, FIBER BMP STATUS' ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST STANDABDPROJWr ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY EjCINffAS FIRE PROTFCTTON DIST. OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS PARES & RECREATION DEPT. ENCINITAS PUBLIC WORKS DEPT. DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS RE ED BY.' VIEWED BY:, C .L -., RE Y.' WED BY. OVER A PERVIOUS SURFACE. 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND 33 / A, CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DA E' DATE.' DATE: DRAIN, DRIVEWAY, AND STREET. 255 - - -- 255 - - -- X X -W W- -S S EXISTING ONSITE PROPOSED ONSITE IMPERVIOUS AREA (EXCLUDING ROOFTOPS) IMPERVIOUS AREA (EXCLUDING ROOFTOPS) NET CHANGE 3200 SF AuC•� 1W'V �e215 yl�RZVEWWAY SF •G rx745rSF TOTAL 5,H 15 3, -145 _ 1. PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 N Coast Highway 101 Ste A Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 plsaengineering.com REFERENCES DATE BENCHMARK SCALE PLANNING & BUR DING DESIGNED BY DRWGM BY CHEWJS BY APROVALS CITY OF ENCINITAS ENGTNIMRING DEPART_hDRU DESCRIPTION. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED RcM, APP V D GRADING PLAN FOR: STATION ENC- 1020 2.5" BRASS DISK REVIEWED BY. ( ,Q- n - IN THE SW CORNER OF CONC. PEDESTAL HORIZONAL N/A c -��/7 DATE A BY: BY: `�'� v� 357 ROSEMARY DINE FOR FIRE HYO. ON THE EAST SIDE OF ✓e. , l 1 RANCHO SANTA FE ROAD 6 100 FT /,,� l °' AaoL R .C.E. N0. 3620 SOUTHERLY OF EL CAMINO DEL NORTE VERTICAL N/A -(� WILLIAM G. MACK DATE IpT2.�µ DATE. DA E: EXP. 12 -31 -12 DATUM: NAVD 88, ELEVATION = 120.564 A.P.N. #265 - 026 -25 612312011N. \1891.pro DRAWING NO. 10852 -G EF T 1 OF PLSA r - - - - - - - - - -- - ,n - - - - - - AC ROLLED BERM � -------- - - - - -- - - - -- \ -- - - - - -` - � � � \ ° EXISTING- PVC SEWER MAIN m l � PER DWG. �-90 -073 w ROOEMARY LANE (POVA-M RoAd ) S S °6 S S - S MATCH EX GRADE INSTALL 20' WIDE AS PLG L./EwgY S a OMWD EASEMENT S S S - S MAIN ° oPER nrIr REC 3 -25-88 AS i<X =106.11 I u-1 W S PER EXISTING DWG- 8 PVC WATER PER PER DWG. TM 90 -073 EXISTING TM 90 BEAM \ FILE ND. 88-136592 OF OIi. T APPROXIMATE LOCATION OF PER DWG. TM 90 -073 \ MATCH OE APPROXIMATE LOCATION OF 10' WIDE HORSE TRAIL FISEMENT TO TO Ap4AIN \ 6 WATER VALVE EX =105.9± o EXISTING SEWER LATERAL N wEXISTING SERVICES G ME 3 -WAT R ME THE CITY OF ENCINITAS DEDICATED AC ROLLED BERM \ �t 1�0 s T \\ l spER OW. TM 90 -073 PER DWG. TM 90 -073 AND REECTED PER PM 19 3 -Id -- TO REMAIN \ TO REMAW -� -- - - - - - - - - - -- -------- - - - - -- -- ------- - - - - -- \ W W ---- - - - - -- -- -- _ W SDG &E TRANSFORMER AT &T PEDESTAL / j c - - SDG &E TRANSFORMER f CABLE PEDESTAL N15 1�7 201E 209. D �I.�. _ a WOOD ° IMP 106 / / ��� �.� r - o ° EA *° �J�{ 1 D PROPOSED AREA 4" STAND PIP / / INE PER WIDE 2 -11- AS PER DETAIL PRIVATT 'ROAD EASEMENT `\ / / 106 / / - i PP 1992-73092 OF O.R. a �\ 200 SF MIN / PERK ApCE MAP 15333 IL PROPOSED LIMIT ` / - - -O PRIVATE P �T 4 A OF GRADN M1 o GUY WIRES 108 ED y /Z °' II it / �_ \ \\ N //_ ' a °. \\ b •',G .j n•� \\ T I I s 110 PINE 1p 'PI E. T I j 1 108 " TREE B ° \ 106 � ( ° FG= 110.33 101 \\ I \ I I I A 64.9' ° e #1 \\ \\ I I % ID.N AREA / N ° -� a 4, " °SAY / \ \� '1j s p °o °• p \\ PER BET \ \ ( \ I 240 SF % FG=107 50 I 18" PI E �ZO° PINE TREE FG-- 110.92 ° °/ �a�(f �� N��L� 01 I 12° PINE TREE I FG-� 33 20° PINE TREE / 4' /" _CTYPICAL� ROD 4S' DEPTH 0 A G. DE 0 25' 033'.(4'J 20 -25X ALL AC OVER (C'J MINIMUM CL It AB 0 HINGE TYPE A DIKE S (RSD \% \: E7 5MATCH: EXIST DWY PROFILE 2ICH EXIST W T �4" AC OVER scALE 6" CLASS II BASE W MIN SECTION R/W HINGE POINT TYPE A DIKE ' (RSD G -5)' + -H ... PLAN Guru i! NO SCALE 1, DRIVEWAY PROFI NbTH (W) AND LENGTH (L) SRAL!'BE SHOWN N. PI:ANS. 2. DRIVEWAYS WI GRAgqAC GREATER THAN 15X SHALL DE SURFACED TH ASPHALT C REIE (AC) OR PORTLAND :EMENT CONCRETE (PLC). 3 MAXIMUM AE BREAK 14A(5' MINIMUM VERTICAL CURVE PREFERRED). 4. SEIS'AO IEGO AREA REGIONAL STAN DARD DRAWINGS FU do r4 FOR IVEWAY & VdOTH REWIREMENTS AND G -14 SERIES FOR PCC DRIVEWAYS: 5 7` (2 "1 THICKNESS OF A.C. BETWEEN DIKE ANO HINGE POINT POR 15 ON THE E WALKWAY WiiEN ROADWAY SLOPE EXCEEDS 57 B- WAYS SHALL SATISFY COUNTY SIGHT DISTANCE REQUIREMENTS. - I�'e =. iota °e.. .�•e�� =._,,. �. ii L \ I i 10B .\ LJ I e i cti fi I F. G=11033 . O FG=110.92 2y' lA�' / \ j A N FCT1109 E)IST 6 44y ° L =1075 TM N FL -9.W TO REMAIN 14no A FG= 110.33 / / / ➢ a• PCC ° ° FOR USE UNWELL DRAINED SANDY SoQ I� ° ° ° ° ° ° FG= 110.33 / / ° ' �✓i KUr� Y ° ' e res nAM ' 4 WILE PERMANENT BMP SWALE = !08.00 v r -k ' �r e ' ' ! a °• (100 FT MIN LENGTH) PER DETAIL 4• MW 1 / \ 1 ALM TR u /� p ° jj swNLESHµLBEPLANEOWT} aERrN \ I o I Ln I ° o y j • SHEET 2. NOT TO BE MODIFIED ADLGUAFGRO�ncUVENORiuHF. PERPAA ° - ° ° PWUaRUrArsNOTPROraEra- a UOCX NGTH60RNNAG6 FLOW MAY i �• FG= 11033 / P k s --' WITHOUT A PERMIT FROM of CITY WeEAANTSOCNSroESLOMSS � ��AP��• °RQ�« •Ar f - 110 14" PEP ER FG =110 92 / �4j \ PARCEL 1 ° A PL= 108.75 T PLAN / ° e e { I \ y =rR 1,7750 __ _ / FG=110 ° `` ° LL le`MW , 4, a "A19LENGUIEEa;EO 504. / / ° e ° °� F � I 1; - SEE NOTE �IDw \\ I \\ I 4° TREE J ( v "" FG= 110.92 %� o / D ° PLANTER L- rwN. ans mAVE+ f 24'WK- FG- 110.92 ° ° , .s MM.BR .XiS 110-92 30' sNOretEHSasoa• uvrtR9HACteeuRmvMe •oeersAeoYtoAT.rsollnWn+,rvo \ I \\ n ° y - °° D /\ i "� / 'Tj ° •G • NAlgwooD n�iu6£N A 'Ta sOX. c0NTM11 a0ae9ESYa. PO:lalk tIMPOai oR 30' �/, 1� / _ \ - FG=110.92 r ° \ o p MOTE:Vi64TATEO.VWESOM ORAOEBUFM AiE THMY25%YU. NI.TAW CHECKQ dY TU M ' PN 216 026 ZJ \ FS= 110.50 495' ti TTH aeR a6wero�aWUwcssDlMeAVSSAPrRweuwTHeaaccnR D�a t,=' ° ° Q /� _ �/� �*� \� � �T (�p� NOrE'roratEnr.elticlsTOae is ®sines eecHON: ° ° �° ° "10 ° / r\ /tF =111.00 \\ ¢ I�LI +Fist 2 r - ,Al! ° _ I STYPrA LIME ° © D7� ,PAD= 110.33 \ m W FT MIN rK a Din \ \ ° °' P ° / FG =120L33 \\ FS =11050 °• BMP SWALE DETAIL (TYPICAL) C DETAIL SHEET P. TO BE \ `1�Eg4pE ° \i�`AA° FS=l1020 DETAIL SHEET A I FROM I ° ° ° ° f " ` k6M Ii '(MIMMIN's \\ o Th} CITY I \ FL =109.00 GARAGE FL= .409.00 , N. T. S. ° ° ° ° / o p / FG= 110.33 FS =110. PLANTER J PAD 110.33 \ ° \ oU \� PROPERTY LINE p, 30' WILE ROAD 72 �MtA! p ° p,1� / a . I I \ EASEMENT OA 2 FS= 110.50 `o DOC M0. 4995-04 °D ° // / \ I I DEC. 5/25/95 � �'� ` � FG =110.92 L IT OF GARAGE ° ° I DEEP-ROOTED DROUGHT I I ro DRAINAGE FLOML I \ - °/ ° °// \ ° I' hELL- DRAINED SOILS OR TOLERANT PLANTS FOR 1% MIN SLOPE �. ° � / ° /�� ° \: s �24 P1t�E'TREE k °s I I I 2" HAROWOOO (M.CCH aAAC OVER 6" I 18" P TREE o (TYPICAL) I CITY APPROVED EQUIV. NEW DRIVEWAY e / J - ° VED EQUIVALENT II AB • - 114 (� \ \V I �. o \ ° °P,�� , ° D F5- 11050 �� o' ° a 2X M.N. MIN 11 U\ OVER OR CITY I ` \ �I FL= 109.25 c> °- ° j 6" MIN 24" PALMI REE � °D Za tSs °' N FG- 110.33 HJT of REq�PE PE \° FS- 110.92 FI L 10925 TF PLANTER °\ ° .A FS=11020 I �rl FL =109.50 ° ° f % \ � ° ° ° ° \ ° d Olin �- P 14" PALM T 2.t / ° ° D / a ? D ° - I v / °° / FG= 410 33 � ' ° ° ye u� PINE TREED \ \ \ \ "GRAVEL � LINE _ 314" GRAVEL y� - 109.75 "y Q FG= 110 33 ° ° (YPICALI I \ \ - K SEE NOTE BELOW \R� / %° 2% MIN. y \�I 2t // \� `� ° p \\ ° ° 81.5' 116 • - -- �� I\ , �t� ° e ,° �./ \ a D �. p� * BIOAFTENTIQN 'FNiIIIEERED SON" LAYER SHALL �' MINIARAN 24" DEEP ' \ _ \ \ FL =110.00 ^(Y D '1 °\ iX MIN SLOPE =1 � Y AIM SDIL MIX WITH NO KaW THAN 5X CLAY CONTENT. TfE MD( 50-60% SANQ 20-30% C(MPOST OR HARDWOOD MLLCK AND R 40' PVT. ROAD EA / �11 , \ ti \ (TYPICAU 20-30% TOPSOIL. FREE OF STONES STLW. ROOT$ OR SIMILAR OBJECTS, 4 \ AND ALSO FREE OF NOXIOUS NEEDS. � '�s / bg F1�41033 \ LIMIT 8'± 12'± f 12 t 8 t \ / �4F / 10 \. - o GRADING mm 314" CARD RIXX LAYER 94ALL BE A MDVB414 OF 24" BUT MAY BE � FL- 110.00 \ FL= 109.75 \ CP DETAIL TO DVCFEASE 1HE INFILTRATILN AND SrORACf ABILITY OF rFE 2%± 2 %:. - 7 \, \e \ I DETAIL LW RETENTION AREA EXISTING GRADE I I EXISTING GRADE (VARIES) - (VARIES) 12" TREE N1 37201E 104.00 \ NOT TO SCALE \ P OFESSION EXI T AC AC NG6 EXISTING 6 0 `\ I � V IN WATER METER BOX ` -APN 265 - 026 -26 QUO GREGG EXISTING AC PAVEMENT SAKIOWNEIt' y sw� �9 ti� ASB�T PASCO LARET SUITED TYPICAL SECTION GRAPHIC SCALE 1 " =10' I i X12° TREE cc Expo 12/31/12 a 1 &ASSOCIATES ROSEMARY LANE GRADING PLAN ILL M G. MACK` f CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 0 10 20 30 Lp7q� CIVIA- R.C.E. NO. 73620 535 N Coast Highway 101 Ste A Solana Beach, CA 92075 N.T.S. 1 ° =10' G CpLiF EXP. 12131112 ph 858.259.8212 1 fz 858.259.4812 1 plsaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCIB RK $CAI,$ PLANNING & BUIWING DESIGNED BY DRAWN BY CHEW BY APPROVALS CITY OF ENCINITAS ENGINEF.RIlVG DEPART NT DRAWIl�iG NO. AX RLV15E'D HAP A ? 1 DESCRIPTION: GF PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROC GRADING PLAN FOR STATION ENC- 1020 ", 2.5" BRASS DISK Dp I REVIEWED BY: npc N THE SW CORNER OF CONS . PEDESTAL HOAIZONAL 1 " =10' V[7-3,1(f . VOJ� - FOR FIRE HYD. ON THE EAST SIDE OF DATE' BY: ./�/t� BY: 357 ROSE MARYLINE •/V 1 RANCHO SANTA FE ROAD & 100 FT R.C.E. NO. 7362 • - -- SOUTHERLY OF EL CAMINO DEL NORTE VERTICAL N/A -- DATE: (0/29111 DATE: 4/39/(/ DATE.' WILLIAM G. MACK EXP. 12 -31 -12 DATUM: NAVD 88• ELEVATION = 120.564 AP.N. 1265- 026 -25 SHEET 2 OF6 . e COMPACT ENTIRE STRUCTURAL SECTION TO 9_ RE'ATVE COMPACTION ° HINGE TYPE A DIKE S (RSD \% \: E7 5MATCH: EXIST DWY PROFILE 2ICH EXIST W T �4" AC OVER scALE 6" CLASS II BASE W MIN SECTION R/W HINGE POINT TYPE A DIKE ' (RSD G -5)' + -H ... PLAN Guru i! NO SCALE 1, DRIVEWAY PROFI NbTH (W) AND LENGTH (L) SRAL!'BE SHOWN N. PI:ANS. 2. DRIVEWAYS WI GRAgqAC GREATER THAN 15X SHALL DE SURFACED TH ASPHALT C REIE (AC) OR PORTLAND :EMENT CONCRETE (PLC). 3 MAXIMUM AE BREAK 14A(5' MINIMUM VERTICAL CURVE PREFERRED). 4. SEIS'AO IEGO AREA REGIONAL STAN DARD DRAWINGS FU do r4 FOR IVEWAY & VdOTH REWIREMENTS AND G -14 SERIES FOR PCC DRIVEWAYS: 5 7` (2 "1 THICKNESS OF A.C. BETWEEN DIKE ANO HINGE POINT POR 15 ON THE E WALKWAY WiiEN ROADWAY SLOPE EXCEEDS 57 B- WAYS SHALL SATISFY COUNTY SIGHT DISTANCE REQUIREMENTS. - I�'e =. iota °e.. .�•e�� =._,,. �. ii L \ I i 10B .\ LJ I e i cti fi I F. G=11033 . O FG=110.92 2y' lA�' / \ j A N FCT1109 E)IST 6 44y ° L =1075 TM N FL -9.W TO REMAIN 14no A FG= 110.33 / / / ➢ a• PCC ° ° FOR USE UNWELL DRAINED SANDY SoQ I� ° ° ° ° ° ° FG= 110.33 / / ° ' �✓i KUr� Y ° ' e res nAM ' 4 WILE PERMANENT BMP SWALE = !08.00 v r -k ' �r e ' ' ! a °• (100 FT MIN LENGTH) PER DETAIL 4• MW 1 / \ 1 ALM TR u /� p ° jj swNLESHµLBEPLANEOWT} aERrN \ I o I Ln I ° o y j • SHEET 2. NOT TO BE MODIFIED ADLGUAFGRO�ncUVENORiuHF. PERPAA ° - ° ° PWUaRUrArsNOTPROraEra- a UOCX NGTH60RNNAG6 FLOW MAY i �• FG= 11033 / P k s --' WITHOUT A PERMIT FROM of CITY WeEAANTSOCNSroESLOMSS � ��AP��• °RQ�« •Ar f - 110 14" PEP ER FG =110 92 / �4j \ PARCEL 1 ° A PL= 108.75 T PLAN / ° e e { I \ y =rR 1,7750 __ _ / FG=110 ° `` ° LL le`MW , 4, a "A19LENGUIEEa;EO 504. / / ° e ° °� F � I 1; - SEE NOTE �IDw \\ I \\ I 4° TREE J ( v "" FG= 110.92 %� o / D ° PLANTER L- rwN. ans mAVE+ f 24'WK- FG- 110.92 ° ° , .s MM.BR .XiS 110-92 30' sNOretEHSasoa• uvrtR9HACteeuRmvMe •oeersAeoYtoAT.rsollnWn+,rvo \ I \\ n ° y - °° D /\ i "� / 'Tj ° •G • NAlgwooD n�iu6£N A 'Ta sOX. c0NTM11 a0ae9ESYa. PO:lalk tIMPOai oR 30' �/, 1� / _ \ - FG=110.92 r ° \ o p MOTE:Vi64TATEO.VWESOM ORAOEBUFM AiE THMY25%YU. NI.TAW CHECKQ dY TU M ' PN 216 026 ZJ \ FS= 110.50 495' ti TTH aeR a6wero�aWUwcssDlMeAVSSAPrRweuwTHeaaccnR D�a t,=' ° ° Q /� _ �/� �*� \� � �T (�p� NOrE'roratEnr.elticlsTOae is ®sines eecHON: ° ° �° ° "10 ° / r\ /tF =111.00 \\ ¢ I�LI +Fist 2 r - ,Al! ° _ I STYPrA LIME ° © D7� ,PAD= 110.33 \ m W FT MIN rK a Din \ \ ° °' P ° / FG =120L33 \\ FS =11050 °• BMP SWALE DETAIL (TYPICAL) C DETAIL SHEET P. TO BE \ `1�Eg4pE ° \i�`AA° FS=l1020 DETAIL SHEET A I FROM I ° ° ° ° f " ` k6M Ii '(MIMMIN's \\ o Th} CITY I \ FL =109.00 GARAGE FL= .409.00 , N. T. S. ° ° ° ° / o p / FG= 110.33 FS =110. PLANTER J PAD 110.33 \ ° \ oU \� PROPERTY LINE p, 30' WILE ROAD 72 �MtA! p ° p,1� / a . I I \ EASEMENT OA 2 FS= 110.50 `o DOC M0. 4995-04 °D ° // / \ I I DEC. 5/25/95 � �'� ` � FG =110.92 L IT OF GARAGE ° ° I DEEP-ROOTED DROUGHT I I ro DRAINAGE FLOML I \ - °/ ° °// \ ° I' hELL- DRAINED SOILS OR TOLERANT PLANTS FOR 1% MIN SLOPE �. ° � / ° /�� ° \: s �24 P1t�E'TREE k °s I I I 2" HAROWOOO (M.CCH aAAC OVER 6" I 18" P TREE o (TYPICAL) I CITY APPROVED EQUIV. NEW DRIVEWAY e / J - ° VED EQUIVALENT II AB • - 114 (� \ \V I �. o \ ° °P,�� , ° D F5- 11050 �� o' ° a 2X M.N. MIN 11 U\ OVER OR CITY I ` \ �I FL= 109.25 c> °- ° j 6" MIN 24" PALMI REE � °D Za tSs °' N FG- 110.33 HJT of REq�PE PE \° FS- 110.92 FI L 10925 TF PLANTER °\ ° .A FS=11020 I �rl FL =109.50 ° ° f % \ � ° ° ° ° \ ° d Olin �- P 14" PALM T 2.t / ° ° D / a ? D ° - I v / °° / FG= 410 33 � ' ° ° ye u� PINE TREED \ \ \ \ "GRAVEL � LINE _ 314" GRAVEL y� - 109.75 "y Q FG= 110 33 ° ° (YPICALI I \ \ - K SEE NOTE BELOW \R� / %° 2% MIN. y \�I 2t // \� `� ° p \\ ° ° 81.5' 116 • - -- �� I\ , �t� ° e ,° �./ \ a D �. p� * BIOAFTENTIQN 'FNiIIIEERED SON" LAYER SHALL �' MINIARAN 24" DEEP ' \ _ \ \ FL =110.00 ^(Y D '1 °\ iX MIN SLOPE =1 � Y AIM SDIL MIX WITH NO KaW THAN 5X CLAY CONTENT. TfE MD( 50-60% SANQ 20-30% C(MPOST OR HARDWOOD MLLCK AND R 40' PVT. ROAD EA / �11 , \ ti \ (TYPICAU 20-30% TOPSOIL. FREE OF STONES STLW. ROOT$ OR SIMILAR OBJECTS, 4 \ AND ALSO FREE OF NOXIOUS NEEDS. � '�s / bg F1�41033 \ LIMIT 8'± 12'± f 12 t 8 t \ / �4F / 10 \. - o GRADING mm 314" CARD RIXX LAYER 94ALL BE A MDVB414 OF 24" BUT MAY BE � FL- 110.00 \ FL= 109.75 \ CP DETAIL TO DVCFEASE 1HE INFILTRATILN AND SrORACf ABILITY OF rFE 2%± 2 %:. - 7 \, \e \ I DETAIL LW RETENTION AREA EXISTING GRADE I I EXISTING GRADE (VARIES) - (VARIES) 12" TREE N1 37201E 104.00 \ NOT TO SCALE \ P OFESSION EXI T AC AC NG6 EXISTING 6 0 `\ I � V IN WATER METER BOX ` -APN 265 - 026 -26 QUO GREGG EXISTING AC PAVEMENT SAKIOWNEIt' y sw� �9 ti� ASB�T PASCO LARET SUITED TYPICAL SECTION GRAPHIC SCALE 1 " =10' I i X12° TREE cc Expo 12/31/12 a 1 &ASSOCIATES ROSEMARY LANE GRADING PLAN ILL M G. MACK` f CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 0 10 20 30 Lp7q� CIVIA- R.C.E. NO. 73620 535 N Coast Highway 101 Ste A Solana Beach, CA 92075 N.T.S. 1 ° =10' G CpLiF EXP. 12131112 ph 858.259.8212 1 fz 858.259.4812 1 plsaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCIB RK $CAI,$ PLANNING & BUIWING DESIGNED BY DRAWN BY CHEW BY APPROVALS CITY OF ENCINITAS ENGINEF.RIlVG DEPART NT DRAWIl�iG NO. AX RLV15E'D HAP A ? 1 DESCRIPTION: GF PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROC GRADING PLAN FOR STATION ENC- 1020 ", 2.5" BRASS DISK Dp I REVIEWED BY: npc N THE SW CORNER OF CONS . PEDESTAL HOAIZONAL 1 " =10' V[7-3,1(f . VOJ� - FOR FIRE HYD. ON THE EAST SIDE OF DATE' BY: ./�/t� BY: 357 ROSE MARYLINE •/V 1 RANCHO SANTA FE ROAD & 100 FT R.C.E. NO. 7362 • - -- SOUTHERLY OF EL CAMINO DEL NORTE VERTICAL N/A -- DATE: (0/29111 DATE: 4/39/(/ DATE.' WILLIAM G. MACK EXP. 12 -31 -12 DATUM: NAVD 88• ELEVATION = 120.564 AP.N. 1265- 026 -25 SHEET 2 OF6 . e NOTES: 1. THE MAINTENANCE OF ALL PROPOSED BMP S WILL BE THE RESPONSIBILITY OF THE OWNERS. THIS WILL INCLUDE ANY POST – CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION OPERATIONS. 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS, DIRECTING WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER, AND SPILL CLEAN UP TECHNIQUES. 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCKPILED THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL. 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF RAIN AND IF THE SOIL IS SUFFICIENTLY SATURATED. 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AND IN THE EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS LEAKS OR BREAKS REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM WILL EITHER BE SHUT –DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN OFFLINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LEO MACALUSO AT (760) 445 -1272 24 HOURS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES 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 UNCOMPLETED 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 WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 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 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. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. INSTALL TEMP.'. FIBER ROLL' PERIMETER (TYP.) COARSE AGGREGATE FILTER FABRIC 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A II / GRAVEL BAG CHECK (TYP.) DAM I I I I 1 I I I i Iq� to /. FL +�f2 4 I / )r I I �I I Va \as *a I I I I I I rpc� I � � e � at i I � I I Q I /r 1 Is I I N A '49 29VW _ f / W i 8 P GRADED AREAS ITO / M ILY Q I ( % $l HYDR N72 49 29 W f49.9S \ -TEMP 00 ��j� 0A-% /f / APN 265 - 026 -26 w c.E F�12 CK°7'ib�. �t f/ /SAME O�NER / I \ \ I 9m f i •� y- N � I s N J J v I I I t ' / LLJ 0 \ Q 3S %Bl9 ,fib �`I Z • I�I I „,9a / „,9 �3 / / I 0/ I I »z ul O \ 1q0 AS TML�V/HP�.X I I GGe{ K JAMS fl0 \I i` 110 1 aa,o /N ARAWAC�E / �p i eon / 116 6 / Eli YAq(ws PE2 / / / os W-0 IRK SN£�r 109 / / � C<(TDpM t 0 till II / I � a I 1 ,z6 � INSTALL TEMP. 3 !\ 1 // I� A�TE t — — — - f y — „sr a 11f I g m Ac a *vy P..) m t r 1 I \ I I g a aa,a9 ,5 fl,-- � - - -1-- �-fi - -- m fI' � /f 11 FP_.i. — \ \fi3 � —_L J - -- EROSION CONTROL PLAN 1 " =20' NOTE: CONTRACTOR TO MODIFIY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND F- CHANNELIZE RUNOFF TO SEDIMENT W TRAPPING DEVICE L A W ORIGINAL Q ° °d ° a° ° GRADE ° ° A ° a A ° ° ° TWTDTH AS REQUIRED W a e ° $ ° 4° TO ACCOMODATE ° z ° ° ° ° ANTICIPATED TRAFFIC J° ° ° 44 ° a ° >_ ° 44 ° ° ° ° ° °4 ° ° 0 19' RADIUS —A cc MIN. 20' MIN Z7E7A/L. A — GON57RUG7I0N ENTRANCE RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED Z�EM17IL SAGS NOT TO SCALE 4 AS BUILT NOT TO SCALE h`” tiy� 9� cc 3 z PASCO URET SUiTER w No. 73620 m �� GRAPHIC SCALE 1 " =20' Exp. 12/31/12 & ASSOCIATES 1 1 1111 1111 WILLIAM G. MACK CIVIL Q CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING R.C.E. NO. 73620 0 20 40 60 g7FOF CAL 535 N Coast Highway 101 Ste A Solana Beach, CA 92075 EXP. 12131112 ph 858.259.8212 1 fz 858.259.4812 1 pisaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE �G & BUILDING DESIGNED D BY DRWGM ev CHECKED WJS 6Y APPROVALS C= OF ENCINITAS ENGINEERING DEPARTMEM DRAWING NO. DESCRIPTION: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO EROSION CONTROL PLAN FOR: J STATION ENC- 1020 ", 2.5" BRASS DISK REVIEWED BY: IN THE SW CORNER OF CONC. PEDESTAL HORIZONAL N/A -� 357 ROSEMARY LANE 10852- 3 AS gUIL.T � • /4• FOR FIRE HYD. ON THE EAST SIDE OF r DATE: Zj' f / BY: BY: _ -_ RANCHO SANTA FE ROAD & 100 FT R.C.E. NO. 3620 SOUTHERLY OF EL CAMINO DEL NORTE VERTICAL N/A LL AM G. MACK DATE: 4/29 l-j DATE _�/ DATE.' EXP. 12 -31 -12 DATUM: NAVD 88, ELEVATION = 120.564 A.P.N. #265 -026 -25 SHEET 3 OF 24 .pro 4 GRAVEL BAG O CHECK DAM / PIQ/pP�i�'pJ /e ©/ (TYP.) / \ CnA E O �° 0 .. / ✓ GRavEi� BA6 0 a CHECK DAM, o. ° �(TYPJt 4 r 1 — 4 ° / OAXAGE /P ^0\9',APN 265- 026-25 UO Ld \ 30 ° \ e 14 \ f0 ° I W i 8 P GRADED AREAS ITO / M ILY Q I ( % $l HYDR N72 49 29 W f49.9S \ -TEMP 00 ��j� 0A-% /f / APN 265 - 026 -26 w c.E F�12 CK°7'ib�. �t f/ /SAME O�NER / I \ \ I 9m f i •� y- N � I s N J J v I I I t ' / LLJ 0 \ Q 3S %Bl9 ,fib �`I Z • I�I I „,9a / „,9 �3 / / I 0/ I I »z ul O \ 1q0 AS TML�V/HP�.X I I GGe{ K JAMS fl0 \I i` 110 1 aa,o /N ARAWAC�E / �p i eon / 116 6 / Eli YAq(ws PE2 / / / os W-0 IRK SN£�r 109 / / � C<(TDpM t 0 till II / I � a I 1 ,z6 � INSTALL TEMP. 3 !\ 1 // I� A�TE t — — — - f y — „sr a 11f I g m Ac a *vy P..) m t r 1 I \ I I g a aa,a9 ,5 fl,-- � - - -1-- �-fi - -- m fI' � /f 11 FP_.i. — \ \fi3 � —_L J - -- EROSION CONTROL PLAN 1 " =20' NOTE: CONTRACTOR TO MODIFIY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND F- CHANNELIZE RUNOFF TO SEDIMENT W TRAPPING DEVICE L A W ORIGINAL Q ° °d ° a° ° GRADE ° ° A ° a A ° ° ° TWTDTH AS REQUIRED W a e ° $ ° 4° TO ACCOMODATE ° z ° ° ° ° ANTICIPATED TRAFFIC J° ° ° 44 ° a ° >_ ° 44 ° ° ° ° ° °4 ° ° 0 19' RADIUS —A cc MIN. 20' MIN Z7E7A/L. A — GON57RUG7I0N ENTRANCE RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED Z�EM17IL SAGS NOT TO SCALE 4 AS BUILT NOT TO SCALE h`” tiy� 9� cc 3 z PASCO URET SUiTER w No. 73620 m �� GRAPHIC SCALE 1 " =20' Exp. 12/31/12 & ASSOCIATES 1 1 1111 1111 WILLIAM G. MACK CIVIL Q CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING R.C.E. NO. 73620 0 20 40 60 g7FOF CAL 535 N Coast Highway 101 Ste A Solana Beach, CA 92075 EXP. 12131112 ph 858.259.8212 1 fz 858.259.4812 1 pisaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE �G & BUILDING DESIGNED D BY DRWGM ev CHECKED WJS 6Y APPROVALS C= OF ENCINITAS ENGINEERING DEPARTMEM DRAWING NO. DESCRIPTION: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO EROSION CONTROL PLAN FOR: J STATION ENC- 1020 ", 2.5" BRASS DISK REVIEWED BY: IN THE SW CORNER OF CONC. PEDESTAL HORIZONAL N/A -� 357 ROSEMARY LANE 10852- 3 AS gUIL.T � • /4• FOR FIRE HYD. ON THE EAST SIDE OF r DATE: Zj' f / BY: BY: _ -_ RANCHO SANTA FE ROAD & 100 FT R.C.E. NO. 3620 SOUTHERLY OF EL CAMINO DEL NORTE VERTICAL N/A LL AM G. MACK DATE: 4/29 l-j DATE _�/ DATE.' EXP. 12 -31 -12 DATUM: NAVD 88, ELEVATION = 120.564 A.P.N. #265 -026 -25 SHEET 3 OF 24 .pro APN 265 - 026 -26 EXCAVATION AND FILL NOTE: THE MAXIMUM VERTICAL DEPTH OF CUT IS 12 FT AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 3 FT FIRE ACCESS NOTES: 1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC 503.2.1 2. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED WITH AN APPROVAED PAVED SURFACE TO PROVIDE ALL - WEATHER DRIVING CAPABILITIES. AMENDMENT 503,2,3 MAXIMUM APPLIED WATER USEAGE PER MC 23.26.130 MAWA = (ETo) (0.62) [0.7x LA + 0.3 x SLA] ETo = 42.9 PER MC 2326.040 LA = TOTAL BMP AREA =450 SF SLA = 0 SF MAWA = (42.9) (0.62) [0.7 x 4500 SF + 0.3 x 0 SFI MAMA = 8,378 GAL / YR BEST LANDSCAPE PRACTICES CHECKLIST 1. WATER IS TO BE DIVERTED FROM HAROSCAPE AND ROOFS INTO STORMWATER Btu AREAS. 2. IRRIGATION SHALL BE DESIGNED TO LANDSCAPE IRRIGATION EFFICIENCY NECESSARY TO MEET MAWA 3. ALL IRRIGATION! SHALL BE GROUPED INTO HYDROZONES AND DESIGNED TO DELIVER WATER TO HYDROZONES BIASED ON MOISTURE REQUIREMENTS 4. ALL IRRIGATION TO BE INSTALLED WITH CONTROLLERS WITH RAIN SENSING SHUTOFF AND SOIL MOISTURE SENSING DEVICES 5. PLANTS. WHERE POSSIBLE WILL BE ROOT WATERED VIA SOAKER HOSES OR XERISCAPING 6. DROUGHT TOLERANT PLANTS AND LOW WATER USE PLANTS ARE TO BE USED THROUGHOUT THE LANDSCAPE 7. HIGH WATER USE PLANTS WILL BE LIMITED B. TURF AREAS ARE TO BE HELD TO AN ABSOLUTE MINIMUM. LOWER WATER USE TURF SHALL BE USED WHEN POSSIBLE. 9. A MAINTENANCE SCHEDU E SHALL BE PROVIDED INCLUDING' A. IRRIGATION WATERING, RUNGFF, EROSION OR IRRIGATION SYSTEM FAILURE B. MINIMIZING OVERSPRAYING ONTO HARDSCAPE AREAS C. REPLACEMENT OF DEAD, DYING OR DISEASED VEGETATION D. ERADICATION Of INVASIVE SPECIES E. REPAIR IRRIGATION SYSTEM & COMPONENTS F. REPLENISHING MULCH G. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY PLANT GROWTH. H. FERTILIZING, PROVING, WEEDING AND MAINTAINING HEALTHY PLANT GROWTH I. MAINTHuiV TO AVOID OBSTRUCTION OF MOTORISTS VIEWS. J. IDENTIFY WHO IS RESPONSIBLE TO MAINTENANCE 10. RETICULATING WATER SHALL BE USED IN ALL DECORATIVE WATER FEATURES 11. MULCH WILL BE USED ON SLOPES LESS THAN 3.'1 TO A DEPTH OF 3" TO MINIMIZE EVAPOTRANSPIRATION. 12. SOIL AMENDMENTS WILL BE USED TO CREATE AND MAINTAIN A HEALTHY GROWING MEDIUM FOR ALL PLANT MATERIAL. SOIL TLjISTING WILL BE UTILIZED TO IDENTIFY ANY SOIL DEFICIE CY AND OFFER AMENDMENT RECOMMENDATIONS. 13. THE IESTIMATED TOTAL WATER USE SHALL NOT EXCEED THE MAXIMUM APPLIED WATER ALLOWANCE (MAWA). >Q GRAPHIC SCALE • • 10 20 30 1 AS BUILT I R.C.E. NO. 73620 EXP. 12131114 REVISIONS NEW SHEET I MATCH EX AC DIKE 14 PALM \ INSTALL AC DIKE > �� PER SDRD G-5 10 5 TYPE A 5 L ° 1 j;� D .�, ,+ PORTIOat•A ` ' ' APN 265 - 026 ®25 �> � ,: cur/FIU LINE , `,, SEE GRAD /NO PLAN SHEET 2 \ \ DRAINAGE FLOWLINE a ® ;a,, 114 B \ /T IF I \ 3It\ t i 0 12J % M?M- boa �I PROPOSED LDiu FG= 83 C(}WC WALKWAY 115.83 FL =1! OF GRADING j PEDESTAL: " 16.E FS =114 80 tr \ r 1 FG=115.83 f�115.83 4. * v i ! CV j BRICK PAVERS -� C g . ` ° D ° t; ._ T .•`: ► \ \ ;� w ,� FS= 116.00 RAISED DECK !! . 4 CUT/FILL LIRE .. 36" TREE FS =116.4 F \ \ v = c} AC DRIVEWAY � � � � �XWI � iii D E�€Si#IdG 116. � - 3 \ \ I GAR2AGE;' EF 118.95 p \ \ l y F 15. @ THRESHOLD E 30' I I GA Gr s .,, D BASEMENT EX ING RESIDENCE j SETBACK LIKE ' FS= 216.00 E FF 118.95 D '..._... THRESHOLD �® yj fj a (TYPICAL) FF =106. 0 FS= 116.42 U I TRANSFORMER FI145� D F 5.83 F PA ®= 16s5.V✓ Id. 30' WIDE ROAD '633 D .. 1 11 YEASEMENT FOR PARuEL D ` PA 11 ° i DOC NO. 1995-02199901 { I -11 CONC e� D D. FEC. 5/25/95 G I \ ° ° MAW b I p fS=116.42 FS= 116.42 POO G 1 ° FS= 116.42 .. SETBACK LINE 1 (TYPICAL) 1i FS= 116.4 D D s Q 1 v I T FG= 115.83 �l!A910 ° o° GON a ° • DRAINAGE FLOWLINE { 2% MIN. I S= 116.00 D I 8 4.� ° ° ff p (TYPICAL) ° DETACH j ° p _ j /� oC t' .� ti 120 TREE p t f re GA1zAGE ° ° r I � � � OZ / r . ✓' v� 4 DRAINAGE FLOWLINE // L \ r ° PERMANENT SIORETENTIOJ BMP 1% MIN SLOPE, FF= 116.50 F PAD -115 �i I '` G PER DETAIL WITHOUT 2, NOT TO BE r THOUT .-; (TYPICAL) `` Q r� ` 1 - -C -- -' U F MODIFIED WI A PERMIT PAD= 115.83 A F \ 116A2 ° iID - /l FROM INIT EI�INITAS C /! F 4 (450 SF MIN -!._. " 2% ti Al (' P CUT/FILL LINE 1 5 FG= 115.83 FG=1 INSTALL 500 GALLON RAINWATER '12" ATED INLET LL FG= 115.83 \� FG =115.8 F DRY WELL W/ PUP SYSTEM f TG= 112.33 TO COLLECT ROOF RUNOFF TE= 109.33 AND RECYCLE FOR IRRIGATION ! CDPECT ROCFDR4IAS INSTALL 4- A- RFORATED PVC 11A TO DRY WELL SUBDRAIN AT BASE OF GRAVEL - FL=2f4:OQ,� I ~ ° u /a SECTION AND CONNECT TO EXISTING 8" PVC SEWER MAIN FG= 115.83 ✓ STM40PAIN OUTLET PER D. TM 90 -073 C TREE �j? FG =115.83 DWG. / c 12" X 12" 1 RIt �`f P 12" TREE I ° _ NQ i 2° TREE FL= 113.00 - =112 50 DRAINAGE FLOWLIIPEE FL= 113.75 FL- 113.50 3 TRi: _ (TYPICAL) �� r C S ND PIPE 1 -- �- �-- - -- - - - - - - r �, - - -- - s "PVC 112 F STORMORAIN_ APPROXIMATE LOCATION OF - - 1tfl - EXISITING SEWER LATERAL 1 12 c FL =1!0 00 1 _ ` t - WOOD r ,..®.�.. v im • MATCH EX. GRADE APPROVED DATE REFERENCES DATE BENCB jARK SCAM DESCRIPTION: STATION "ENC- 1020 ", 2.5" BRASS DISK IN THE SW CORNER OF CONC. PEDESTAL HORIZONAL 1 " =10' • •I FOR FIRE HYD. ON THE EAST SIDE OF RANCHO SANTA FE ROAD & 100 FT SOUTHERLY OF EL CAMINO DEL NORTE VERTICAL N/A neTIIM• NAM AR R FVATTnN = 1 ?n RPA REVIEWED BC DATE: I 65'L/L APN 2 - 1 " =1 PLANS PREPARED UNPER THE SUPERVISION OF RECOMMENDED A Zoe; DATE: Yl 1) Is BY: R. C. E. N0. '17362r MASIH MAHER IL AM `GMAC w EXP. 12 -31 -14 C42519 DATE: A YMOVAM APPROVED BY: AA revGLENN PRUIM C51274 DATE: 4/17/13 r r� �1 0 1 1 t I t LIMITS'OF _ �CRADING OUTLET ON GRADE INSTALL 5' X 5' RIP -RAP ENERGY OISSIPATOR EXISTING OFFSITE PER SORSO D-40 DRAINAGE FLOWLINE NO. 2 BACKING m GRADING PLAN FOR: �lp tFf f 1 1 1� / / No. 73620 Exp. 12/31/14 DEPAF SENT DRAWWGNO . 355 ROSEMARY LANE 1 u52_tT A.P.N. #265 - 026 -26 SHEET 4 OF .4 NEWSHEET 41912013J: \Active Jobs \1891 \1891.pro PLSA I& TN � 1 0 1 1 t I t LIMITS'OF _ �CRADING OUTLET ON GRADE INSTALL 5' X 5' RIP -RAP ENERGY OISSIPATOR EXISTING OFFSITE PER SORSO D-40 DRAINAGE FLOWLINE NO. 2 BACKING m GRADING PLAN FOR: �lp tFf f 1 1 1� / / No. 73620 Exp. 12/31/14 DEPAF SENT DRAWWGNO . 355 ROSEMARY LANE 1 u52_tT A.P.N. #265 - 026 -26 SHEET 4 OF .4 NEWSHEET 41912013J: \Active Jobs \1891 \1891.pro PLSA I&