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2008-10068 G (Plans)GRADING NOTES 1 2 3 5 1 7 E 10 m 12 13 14 15 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. THE SOILS REPORT TITLED "GEOTECHNICAL EVALUATION FOR PROPOSED RESIDENTIAL DEVELOPMENT 125 MOZART AVENUE CARDIFF AREA, CITY OF ENCINITAS, CALIFORNIA." PREPARED BY GEOTEK INC., DATED OCTOBER 15, 2003 AND UPDATE LETTER DATED JANUARY 15, 2009. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS. 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. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 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. 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. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. CONSTRUCTION VEHICLES D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT A A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORAIN SHALL BE DESIGNATED 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. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT.' CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, EROSION CONTROL GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 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. 1 UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING 2 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. 10068 -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 3 DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 4 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 5 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 6 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 7 THEIR INTENDED USE. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 8 SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATERF HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE Tl ADJOINING PROPERTIES OR TO FINISHED WORK ON THE 9 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. 1 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. 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. 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. 0 Yll WA U01 cc M4 K �' 2 70 D4 rFS -Z-13I T REVISIONS APPROVED T DATE 1 REFERENCES NOTIFICATIONS S STORMWATER POLLUTION CONTROL BMP NOTES 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES R RELATIVE TO CONSTRUCTION ACTIVITIES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR C KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN CONCRETE WASHOUT ON THESE PLANS, HOWEVER: C CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY W WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES W WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S T THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID C CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR C VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION CONSTRUCTION SITE ACCESS OF COMMENCEMENT OF WORK: A A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES A. SEWERS - CSD (760) 633 -2770 E EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL B. GAS & ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT P PANELS /PLATES. C. WATER - SDWD (800) 422 -4133 - DIG ALERT C CONSTRUCTION VEHICLES D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT A A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE E. CABLE TV - COX (800) 422 -4133 - DIG ALERT E EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 E HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. EROSION CONTROL PHONE: (760) 633 -2770. E EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR S SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED E EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO G GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. REJECTIO AND EMOV N NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. SO S E FR 9S CERTIFICATE D DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE EROSION CONTROL IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LAWRENCE HOLLAND AT (760)- 579 -1093, 24 HOURS A DAY 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. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN OFF PRODUCING RAINFALL. 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. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 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. 0. 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. NOTES: 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS. 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 3. 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. 4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED 30IL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY )EGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO NASHOUT AREAS, COVERED STORAGE AREAS FOR 4AZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS )VER A PERVIOUS SURFACE. 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL 3E ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND 30NVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF )RAIN, DRIVEWAY, AND STREET. DATE BENCEMARK SCALE CITY OF ENCINITAS BENCHMARK POINT NUMBER: 1042 ENGINEERS DISC STAWED 'OC 136 1968" IN EAST WING WALL OF THE HORIZONAL N/A NORTH END OF THE NORTHBOUND HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON. VERTICAL N/A NAVD B8 EL =16.94 ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILI7_ATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT? BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFIL AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. LANDSCAPING 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. ENCINPPAS FIRE PROTECTION DIST. REV EW D Y 3/(0/o9 DATE' PLANNWG & BUILDING DESIGNED 0Y T/I ■ I �u' � j� *-cw-om ■ SAN DM0UM WATER DW VI ED DAT' ENVIRONMENTAL NOTES: 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 18% (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 2.1 FT AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 2.2 FT 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C. F.) = 0.7' OF CUT AREA OF CUT (S.F.) B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 0.8' OF FILL AREA OF FILL (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 OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION AND STABILITY OV'THE SITE. 125 MOZART L.P., CALIFORNIA LIMITED PARTNERSHIP DATE BRETT FARROW, MANAGER MaZART AVE SAN ELIJO AVE OCEAN ` lel o" NTS LEGAL DESCRIPTION A PORTION OF LOT 1 OF KREMER PARK, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 3412, FILED IN THE OFFICE COUNTY RECORDER OF SAID SAN DIEGO COUNTY OF APRIL 18, 1956 A.P.N.: 260- 351 -31 SITE ADDRESS 125 MOZART AVE CARDIFF, CA 92007 OWNER/PERMITTEE 125 MOZART LP BRETT FARROW 125 MOZART AVE 619 - 255 -7194 ESTIMATED EARTHWORK QUANTITIES 270 CUBIC YARDS EXCAVATION (CUT) 340 CUBIC YARDS EMBANKMENT (FILL) 70 CUBIC YARDS IMPORT * 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 DNA THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). OVEREXCAVATION& RECOMPACTION = 1,300 CY STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. RCE No. 68964 PASCO LARGT SUITER OCIATES 535 N. COAST HI 101 SOLANA BEA . 92074 P, 0.t3eX 2 r ss• t}G PAJVE� G4, Wfel G /Y- #W, -z01/f No. 68964 Exp. 12/31/09 No. 27697 °Y Exp. 3l��0 � REV YE BY. /o 0 AT : APPROVALS PLANS PR PARED UNDER THE SUPERVI 'nI/OfN,ryOF RECOMMENDEDSl APPRO` D DATE: BY: .. BY. l �. R.C.E. NO. 68964 WILLIA JUSTIN SUITER EXP. 12 -31 -09 4 DATE:418t69 DATE: /9/.09 LEGEND PROPERTY SUBDIVISION BOUNDARY - - PROPOSED SETBACKS - - - - - PROPOSED LOT LINE PROPOSED CONTOURS EXISTING CONTOURS -e} EXISTING SEWER CLEANOUT EXISTING SDG &E BOX 1_:7 EXISTING OVERHEAD ELECTRIC LINE (FOR NEIGHBORING HOUSE) EXISTING EDGE OF PAVEMENT uciv i cnu.jvc - EXISTING WATER MAIN - EXISTING SEWER MAIN 4" SEWER LATERAL S 1" WATER SERVICE 6 EA W LIMITS OF WORK /GRADING W W FL OWL INE - - - DRAINAGE DIRECTION I - � I -> FENCE LINE -X -X- HATCHED AREA REPRESENTS ' ""c�,ra96G„PE9 ROCK AREA FOR BEST MANAGEMENT PRACTICE NOT TO BE MODIFIED WITHOUT PERMIT FROM THE CITY AND TO BE PRIVATELY MAINTAINED PCC CONCRETE - THICKNESS 5.5" HARDSCAPE 450 SF _7 5.5" PERVIOUS CONCRETE OVER 10" CRUSHED ROCKF 4" PVC DRAINAGE PIPE UNLESS 35 LF OTHERWISE INDICATED 12712" AREA DRAIN 2 EA ❑ "NO PARKING FIRE LANE" SIGN II EXISTING GRADE SPOT ELEVATION (FG= 100.00) PROPOSED GRADE SPOT ELEVATION FG= 100.00 CUT /FILL LINE //c F DECORATIVE STONE PAVERS OVER 10" CRUSHED ROCK 5" THICK 314" GRAVEL OVER 6" CLASS II AB ■ :I' DISTURBED AREA: 27,000 SF S STANDARD PROJECT BMP: TREATMENT STRIPS IN DRIVEWAYS AND COBBLE SWALES IN REAR YARDS / ZONING. R -11 DATE.' CASE NO. 07- 193- TMIDRICDP APPROVED PER PC RESOLUTION NO. PC 2008 -23 ON JUNE 5, 2008. CITY OF ENCINITAS ENGINEERING DEPARTMENT I DRAWIN GRADING PLAN FOR.' 125 MOZART AVE. 10068 -G PLANNING CASE N0: 07 -193 TM /COP /DR A.P.N. #260- 351 -31 SHEET I OF 5 31912009M.* \1631F.pro PLSA 163: uciv i cnu.jvc - EXISTING WATER MAIN - EXISTING SEWER MAIN 4" SEWER LATERAL S 1" WATER SERVICE 6 EA W LIMITS OF WORK /GRADING W W FL OWL INE - - - DRAINAGE DIRECTION I - � I -> FENCE LINE -X -X- HATCHED AREA REPRESENTS ' ""c�,ra96G„PE9 ROCK AREA FOR BEST MANAGEMENT PRACTICE NOT TO BE MODIFIED WITHOUT PERMIT FROM THE CITY AND TO BE PRIVATELY MAINTAINED PCC CONCRETE - THICKNESS 5.5" HARDSCAPE 450 SF _7 5.5" PERVIOUS CONCRETE OVER 10" CRUSHED ROCKF 4" PVC DRAINAGE PIPE UNLESS 35 LF OTHERWISE INDICATED 12712" AREA DRAIN 2 EA ❑ "NO PARKING FIRE LANE" SIGN II EXISTING GRADE SPOT ELEVATION (FG= 100.00) PROPOSED GRADE SPOT ELEVATION FG= 100.00 CUT /FILL LINE //c F DECORATIVE STONE PAVERS OVER 10" CRUSHED ROCK 5" THICK 314" GRAVEL OVER 6" CLASS II AB ■ :I' DISTURBED AREA: 27,000 SF S STANDARD PROJECT BMP: TREATMENT STRIPS IN DRIVEWAYS AND COBBLE SWALES IN REAR YARDS / ZONING. R -11 DATE.' CASE NO. 07- 193- TMIDRICDP APPROVED PER PC RESOLUTION NO. PC 2008 -23 ON JUNE 5, 2008. CITY OF ENCINITAS ENGINEERING DEPARTMENT I DRAWIN GRADING PLAN FOR.' 125 MOZART AVE. 10068 -G PLANNING CASE N0: 07 -193 TM /COP /DR A.P.N. #260- 351 -31 SHEET I OF 5 31912009M.* \1631F.pro PLSA 163: ■ :I' DISTURBED AREA: 27,000 SF S STANDARD PROJECT BMP: TREATMENT STRIPS IN DRIVEWAYS AND COBBLE SWALES IN REAR YARDS / ZONING. R -11 DATE.' CASE NO. 07- 193- TMIDRICDP APPROVED PER PC RESOLUTION NO. PC 2008 -23 ON JUNE 5, 2008. CITY OF ENCINITAS ENGINEERING DEPARTMENT I DRAWIN GRADING PLAN FOR.' 125 MOZART AVE. 10068 -G PLANNING CASE N0: 07 -193 TM /COP /DR A.P.N. #260- 351 -31 SHEET I OF 5 31912009M.* \1631F.pro PLSA 163: NOTES: IL EXISTING TREES EXISTING TREES RIP ;, �� ALL HOMES SHALL BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM TO BE REMOVED TO BE REMOVE N BEGIN WALL WITH OPENING = "`" R "° D `" /- ALL ROADWAYS SHALL BE A MINIMUM OF 16' IN WIDTH DURING CONSTRUCTION TG 9240 + TO ALLOW FOR DRAINAGE , , D�� T� SEWER / CO /y s' T'RV L7 �� AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN BV<7(1#ENi'1N TIE fDM ' IE 9050 TO PASS THROUGH 5' SYSB gt ACCORDANCE WITH THE CALIFORNIA FIRE CODE AND THE ENCINITAS FIRE PER =EIVA(11ENf ffAMIT .......... ._._ ._ 9'...." - _� FL2.30 DEPARTMENT 5i _,:_.__ ___ _.�__ wcw. e..r_orsaso� F �.,. - - -_ - - - -- EXISTING TREE PCIBG.IC M CONST CT 1t. as 3 oq n,,� „x,,,, > >1 ry� PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE "a . -�,.s r S ?. `. r .r o �.'> r, .✓ .€ rv��,:= ? /r, <:. 'r , ^°s. TD LY ., - . , r.. « ,!�. .�' ef;r �'.> �f""�' .� r s. ; _f «/ �,s -' „_ .. '=<..C.u.t >.....%,_ x.w.:: .. :. / ,/. ./ rr' .: -✓ x :r_ e': - , >.�., INSTALL 10 LF 4" �_�,.� _ __..,.L�_ ,. _K. -- z ..,�.� .r t ,.� _ rf �_, PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED SIDEWALK UNDERDRAIN TO THE SATISFACTION OF THE FIRE DEPARTMENT: y. , - - @ 1.0% MIN. PER SDRSD D7 ' ,� FG=93.00 '~ FL= 92.701 FL 92.89 FYI 93.00, FL -92.74 FG =93.00 A`:` / CONSTRUCT SITE WALL TO DISCHARGE INTO ' - f �'• ';' �� f%R ARCHITECTURAL PLANS 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY TREATMENT SWALE /r FS - -�; r ; F5 93�; ''` THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. ° I -- ABOVE 93.42 42 EXISTING TREES ; } F WDtik °OECN +€ _ X ""'' f 2. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN TO BE REMOVED 9185 FS 2 FG =93.00 -� `/, �� PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY P ARCHITECTUR4LLF'LANS VEHICLES. P �` EXISTING BERM U�I �[��� E_� \ \� \ 3. IF APPLICABLE, ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, TO BE REMOVED " j';" I v X t I �i =9300 �I \' AND ACCEPTED BY THE FIRE DEPARTMENT AND WATER DISTRICT. r` S E B �+ I 1. -- _ - ,,.. ��p, ;/ :r \ :..TO S REMOVE WATER METERS PER - �2 EASEMENT TO EXISTING TREE �; F1i =92.80 QYJ P ,''rs .. ALL WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IMPROVEMENT M " ' ; M 'SOWD PER MAP Op. TO BE REMOVED ``FL 9251 \ 20 >, ti IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PLAN DWG 10068 -I M -r _ M 9 NO PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY I CONSTRUCT RAISE y., OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY LATER BOX W/WEEP FG --93.00 FS =93.22 \\ \ GR4DING SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT ROADWAY IMPROVEMENTS=E;' j 20' FRONT, FG =91.10 L ES 10' OC (TYP) INNIT 1 _ / \� -, BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS PER IMPROVEMENT ;F ° YARD SETBAL3f- 1 .. EXISTING TREE FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION PLAN DWG 1006E -I 1 I I \ FS -90.90 5fi% 45% FG =92.80 TO'' REAIN IS OBTAINED. i lIVIT 2 RP=93.35 �>. �` 4 1 C� FG--92.80 - \ FL 91.75 3/4" GRAVEL PUBLIC SEWER MAIN a 1 { �,' 9' 8 � P� > 4.5�� 03% 0% 16' PUBLIC SEWER 0 5 MIN �� I I +9t� co FS- -93.15 - 3,z'0 L MT2 \ \ fl \ AREA DRAIN PER IMPROVEMENT I s ! s 2' WIDE 4.7%'� IMPROVEMENT PLAN �N s 5 EASEMENT c�, PER PLAN PLAN DWG 10068 -I x1 l ( ONG 16068- ° '15' 1, fS E''t.0 ` , 3 ,. _ .n __ PADc92 80' 1 G-s2 B0 \ \ ' `y 12'X12" e' N� x -t-t -S � , ° : ., •: ". , >,. "r „. ., -, >.r r�r ,.. ICDVSTRI�T 4" PVC iii i 4 G FS- �4 I) �' SEhER CLEANOUT (TYP) ; �. - 2% V ITS 'O EAE ft g� . SOLID EXISTING TREES i +` i 18%- FS- 92.77 1. V: HATCHED AREA REPRESENTS Bhp 5"' TO BE REMOVED � ; ��� x.92{ �' EhI5TING TREE /�� > � V'' � TREATMENT SWALE NOT TO BE DRAINPIPE , 10 DRAINPIPE r 1 !� 'e '' MODIFIED WITHOUT PERMISSION PERPORA TED Q� C 0 0 TO BE REMOVED- " "•0 ✓f An \ PERPORATED DRAINPIPE EXISTING WATER \ FROM THE' CITY METER TO BE F _,.�_ ;'�+. 1.0X. FG= 92.80 FS 93?2 - �� \ \� DRAINPIPE RELOCATED ?; - ; li�fi I 4.9% > d = s ., _ _ r C X PER ARCHITECTURAL PLANS G � 4 PERFORATED SEW A (TYPE. FG=92 M 70 DRAINPIPE @ 1% MIN x' 13.0% (FG 91.10) Oiti{ iT G- F (IF _12 } \ r B an ! (FG �. 9) (TYP) FS93 22 WITH HOLES DOWN T P F FG =92.60 G ' +� r \ END WALL WITH OPENING �° F „F, € t, €I°' 1 TO ALLOW FOR O%42AGE € �> X i I � FG =92.70 !+ i s, N s sj3 � °� s i I I '1NO PARKING FIRE o FG--92 62 _ FG SLOW s E if " !�� `? s \, TO PASS TFIROUGH LANE" SIGN r- FG -92.80 1 i € s t r \ FL 9122 130 1, I 1 F1�9312' • �CK =92•� € F FS =92.56 RE =92.60 ( pRq�NgGE FLOW (TYP) \ 1 UN113 i PADt92 b2 r FG =92.80 FL--T.30--\ FD .80 € +': €' � <' 4 ; � � (F5= 92.$6) FG =92.4 APFiROXIMAT LOCATION< �� ` OBSTRUCT EMCE SHALL NOT OBST I # 1 � � I �, OF SEWER LATERAL CONSTRUCT SITE WALL FS= .52 ate. _ ,, err r f 32% . PER ARCHITECT! I4AL PLANS ' .... 99 }+ . � t i �� }� iie!..�✓.._.d,..G�'«.s:.a -t°rrt ...: �c''� . !�' '. �..w,eii:.....w<.u'.:.s. c.G.F..1..✓_f1,?, .. ,/f " I i l�sl'nvc�xi�sl j ` ' j FG 92 62 i I 3y 11 ; f APPROXIATE LOCATION > CL MOZART AVE €t OF SEWER I LATERAL = r, (FG- _ 90.4JO J L- FL =92.50 I _\: s i 1 14!4% - I � �- e� /' FL 92.05 '•• f " >. (FG =90.3 -9138 L FS =92.21 FO -92">D I 93.05 FG 92.05 WATER METERS PER i i, _ FG-93.05. - I IMPROVEMENT _ AREA REPRESENTS Bl PLAN DWG 1006E -I I (FG= 9024) FG =92:05 \ < M �1 1 - I NOT TO MODIFIED WITHOUT ' DC (FG= 90.88) - Op' PEWISSION FROM THE CITE (TYP) 7.0% T X16" vAff 4 I A �-M r _j IG- 1.0�_ UNIT T C(�f PAD=9250' I P&93SS I U1V1T4 b.. BW SWALE PER 4 €: I FG =92.50 DASHED LINE IMPROVEMENT PLAN I" r` �� II CONSTRUCT SITE WALL uFL x.52 7_ REPRESENTS mss' DWG 10068 -I. SEE 'I FL= 88.75' __I� - F'EA AFIOiITECTUFRAL PLANS STEP IN GRADE ' / I % ' 20' EACPOACRRMEMT ; I - -- FS--92.05 (TYP) I Pay sFI 6 BELOW PERMIT 10068 -PE f X ! . 9.' v GF= 92.42' = DECK ­-98.05 FG- .05- 6.4% IYARD SETBAL7, } CONSTRUCT RAISED PLANTER k J 1 _ 93. r rr� FS 46 4 r �' - I�IFIA .MIL - /� ': /; t:' /� Y /] t ." A�4, E 1 3 S i 7% %10.7% I EXISTING POWER POLE ;•, u� i nal I CONSTRUCT 6'X16 "I TO BE REMOVED 2 NW- TS OF, i, , IW S K= „ s . •. REC. LOCK ) "> /� - m cv fL=861 © FL =90..3 V E55 EASE11tiNT /� ZERO FIGHT CINNB m , <," f e , frpr„ ♦ . >: +s 3 / Yf/ - :" / ftr: r : O F' J.' ',rT " 4.8% i> 3 ` " _ •.J fF r`. /. !. /�.. �, .. 'l' 'ef � ,l` 1. ! .+' r da'lr,. ,C >,�" `fr.. /'.'` it r -r' /mac -' .. � :SIJW_,.»., WATER ME - ", j _ � °, - .. _ • . " 1 _w TEFJS PER >,• ) . G 2.0% , IMPROVEMENT PLAN r Qp (�� % / FS ©6H DWG 10068 -I v�C �1�6��� J "`• . $ 1 - All 2 Q�pj - O V�1 0 C�o�9 �t o Q �� �a w 0 __. o _ EXISTING TREES J + ° O ry , : � _�" , Fes- 91.4':2. W-91 % r TO BE REMOVED F r "~ FS 87.90 ter. _ .98 �. 0 5% _ :r° I FG- , 92.00 3 /� / :•,� " E FG BS.10 _ v it vNlr „6 , WObLi DCi� j € FG 89.50 FS= 90.47.: � . - � -a R FS -9187 FS =91.90 %: a •. ... /< r 1 J a' P EXISTING TREE I GF =90.0 GF =91.42 TO BE REMOVE I (}'C FS =90.80 _s. - f - = 2. I _ I FG{J100 _ , FL 90.95 FG 91.00 NO PARKING FIRE FS --90. GRAVEL SUFEA ° 1��� l \ LANE" SIGN OUT hATOED AREA REPRESENTS BMP ° F I DASHED SLIME I k- 6!' FG =89.80 �� 1.1 3. TREATMENT SWALE ITT TO BE I �e CONSTRUCT SITE ALL 14" ( FG .10 c UN1TS 1 FL�9200' I I REPRESENTS MODIFIED WITHOUT PERMISSION, 1 l' ° FP�960' ` PADc91 30' Pl�92 50' I STEP IN GRADE ET E PER ARC ITECANAL f?LAAl 1/` ,f � > P .10' 85' P�92,00> (TYP) FROM THE CITY (/ Yq� ) PADa6910 CONSTRUCT 6'X16" I I BUILDING WALLS PER' FP=91.30' I y�Mld At, +; �4 SHED LINE REP ESENTS I G ZERO HEIGHT Cl I I SEPARATE PERMIT PADc91.00' I S -0 2 FG 91.00 GRADE (TYP) BR K 1 ` `_� v ( FG BELOW �G BUILDING I S F'EA FF' -9010 (TYP) EG BELOW ' FG BELOW DECK 89.10 DECK =89.1 SEPARAT IT« r fR =90.10 DECK--91.100 FS= 91.42' DECK =91.00 EXILITIE3 T l I I FS 91.50 I 4.3% UNDERGROIDED 7 ` ;,f,, (TYP) FL= 86.42 . �A r t ° l ;�,;sC �F -91.00 s%;., 1 �• - r. % € � . ; s � FG=90.10 INSTALL 25 LF 4" f I , iJ�C - 9.10 FG BELOW SIDEWALK tAFDR4IN : UECK =90.10 I,,; .. FL -89.60 / " A /> ra''`n s. , 3 P 4 @ 1.0% MIN. PER SORSO D -27 : :. ,; CONSTRUCT 10X9 X5' DETENTION ,' ..._ ,� �9 ? • .€ ..,, v H MIA) FL 8960 / STRUCTL4E PER DETAIL" "> , Y ✓; �' FG -90.50 FG--90 43 { ''9t> Ir'K. ✓'3, i v { r7`3 i - , ✓+ xa i '! _ . - S / e `� T 5' SYSB '" 4e v FG-89 r FG =89.50 � � �€ nL89.70 Al, >�j•a" r• TG =8 � " , N a rf- ?r \ CONSTRUCT CMU SITE WALL PER ARCHITECTURAL PLANS 91 Q NON RETAINING - .EXISTING PRIVATE SEWER LATERAL TO BE REMOVE EXISTING TYPE OR SLURRY FILLED 6-2 CURB & GUTTER & 5' SIDEWALK EXISTING TREE TD REMAIN FL =90.66 ;ttALE SHALL NOT OBSTRUCT !DRAINAGE FLOW (TYP) EXISTING FENCE TO BE Rill ;BEGIN WALL WITH OPENING TO ALLOW FOR DRAINAGE TO PASS THROUSH FL =90:50 EXISTDVG ASPHALT PAVEMENT TO MBE REMOVE ' FL =90.41 , E ' It yl TREATMENT SSA WALE REPRESENTS BW ACT TO BE CONSTURCT CKU SITE WALL t e y f ) / MF WITHOUT PERMISSION PER ARCHITECTURAL PLANS _ ON: t 1 FROM PE CITY AND TO BE NON RETAINING e'o f �� * - �- d °' e ` e J t J (�j v PRIVATELY AINTALNED DETENTION STRUCTURE DETAIL NOT TO SCALE lrY 60' ROW V4 5' 5' SIDE- 20' 20' SIDE -) 5' 1 WALK i TRAVEL LANE TRAVEL LANE 5' WALK GRIND AND OVERLAY AS NECESSARY EX AC PAVING SAWCUT LINE " CONSTRUCT ROCK LINED SWALE PROPOSED 4" AC OVER CONSTRUCT MODIFIED G -2 CURB 6" CLASS II AB AND GUTTER WITH WEEPHOLES AT 45 • AT 20' INTERVALS TYPICAL SECTION - MOZART AVE SEE 10068 -I NOT TO SCALE STORMWATER TREATMENT SWALE BMP NOT TO BE MODIFIED a-_ 4' MIN. �6" MIN. - °.ROCK, ,LINED SWALE OVEN N AW 4" CLEAN SAND TYP. TREATMENT SWALE DETAIL NOT TO SCALE tJ(ISTING STRUCTURES, v v I �`TO BE REMOVE GRAPHIC SCALE 1 " =10 ' CMU WALL SHALL CONTAIN �`ti ~�-. IFi =89.92 / WA MIN. ' OC TO LL BASE OF WALL 10' OC TO ALLOW FOR , \1 , s DRAINAGE TO PASS (TYP) FL =88.74 - y r _ Bg __ ll i i 0 10 20 30 FL =88.85 - END WALL WITH OPENING ALL SHALL CONTAIN v i? y CMU W I < DRESS! o TO ALLOW FOR DRAINAGE �` n WALL 10 OC.TO ALLOW FOROF ®Q� ®Y� OFESSIO TO OONTRAC1nR TO PASS THROUGH \ \ \ /l ±. ! GE TO PASS (TYP) eF9`���, �o Jus rly Nq� DRRAINA TYP O FENCE OR WALL SHALL BE CONSTRUCTED e CO NSTR cT SITE WALL _ rtaRCr crw SITE AFL PER ARCHMCTURAL PLANS �`"�.; TECT{RA� PLANS ; ; °.27697 �� z PASCO Uli'ER EV A AZAIVNER WHICH OBSTRUCTS DRAIl�TAGE. Na+L rEraINTNG ° 4, '. P. /io �, 3 m 'x ,� ,, No . 68964 Exp 12/31/ ASSOCIATES FENCES AND WALLS SHALL ALLOW FOR ����`�� . 09 CIVIL ENGINEERING D PLAN G +LAND SURVEYING DRAINAGE TO PASS THROUGH s�q� of v ���tiP 535 N Coast H a01 y 1 Ste A, b= ach, CA 92 ®'I5 ph 858,25 2 1 fx 858.259.4812 I Ip1sa g ering,c ®m GNED REVISIONS APPROVER DATE REFERENCES DATE BENCHMARK SCALE. PLANNING & BUILDING oESiTGL BY DRAWN TGIL Y CHECKED BY APPROVALS C= OF ENCINITAS ENGINEEMNG DEP"TMENT DRAWING NO. Gkq» e Il Wd4 Z _ CITY OF ENCINITAS BENCHMARK POINT PLANS RE ARED UNDER THE SUPERVISION (/ OF RECOMMENDED APPRO GRADING PLAN FGII �J/�� SEWER H G NUMBER: 1042 ENGINEERS DISC STAMPED R VIEWED�BY. Z({IQ� BY: BY: 1ZS MOlJAI \T A ►L. +""`"'�O 'DC 13F 1968" IN EAST WING WALL OF THE HORIZONAL 1 " =10' DATE: dT .S NORTH END OF TRH NORTHBOUND lziFlj� HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON. �•�•� J,1¢�' � � VERTICAL N/A R.C.E. N0. 68964 DATE: e` DATE: i% fl ✓r v!L WILLIA J TIN SUITER EXP. 12 -31 -09 NAND 88 EL =16.94 DATE: PLANNING CASE N0: 07 -193 TM /CDP /DR A.P.N. #260 - 351 -31 SHEET 2 OF 5 M : \1631F.pro3/11/2009 PLSA 1631F GRADING PLAN 125 MOZART AVE. SOLID ° F . f4., . .. e c MOZARTAVENUE 1 FOR STREET IMPROVEMENTS IN THE MOZART AVENUE RIGHT OF WAY, SEE IMPROVEMENT PLAN DWG. 10068 -I - - - - FG =90 9.29 FG =8.29 n 7 SOLID LINE REPRESENTS PROPOSED GRADE BUILDING WALLS (TYP) UNIT 3 (EXI577NO BUILDING) EX FF =926 SOLID LINE REPRESENTS PROPOSED GRADE SECTION A NOT TO SCALE UNIT 3A FF =93.12 I i SITE WALL SECTION B NOT TO SCALE M`. 4 SITE WALL (NON RETAINING) FG =90.80 FL =90.36 % FG =90.1 MIN VFG=89-054 DASHED LINE REPRESENTS -j BMP TREATMENT SWALE EXISTING GRADE NOT TO BE MODIFIED WITHOUT PERMISSION FROM THE CITY (SEE DETAIL SHEET 2) NG ALLS (TYP) UNIT 2 FG -92.80 Ak a@ 2W 1-2e, WOODEND DECK PER SITE WALL FF =93.3 FIN SHEDTGRADE BELOW MIN. 2% PAD -92.8 FG -92.02 2% MIN. FL =91.41 -2 - - - DASHED LINE REPRES EXISTING GRADE BMP TREATMENT SWALE NOT TO BE MODIFIED WITHOUT PERMISSION FROM THE CITY (SEE DETAIL SHEET 2) 14>7LI1 S.0 I PffASE I PHAfE I MIN: 200Z M?e UNfT 1 5 RAISED PLANTER UNIT 3 SYSB 3' MAX RAISED PLANTER FG =91. FL =92.69 4 FF -93.5 16' DWY 3' MAX FG =89.10 UN FG =93.33 PAD=930 FS =91.31 4' l 16' DWY FF-896 U FF 92 6 = FG= M1 u FG 90.34 - r ; �.` 1i:` {mot 2% MIN. FS =89.45 4 . 9 10 �% PAD -891 DASHED LINE REPRESENTS �� 2% M� EXISTING GRADE SOLID LINE REPRESENTS !,,� =.max ":��' °'r4s.- PROPOSED GRADE WOODEND DECK PER BMP TREATMENT SWALE NOT TO BE MODIFIED WITHOUT ARCHITECTURAL PLANS PERMISSION FROM THE CITY CONSTRUCT 8" SEWER MAIN BMP TREATMENT SWALE FINISHED GRADE BELOW PER IMPROVEMENT DWG 10068 -I NOT TO BE MODIFIED WITHOUT 2% MIN. PERMISSION FROM THE CITY SECTIOD ..,,SCALE Py� s) - � � fp) PHASE ,� � PHA S E� �pPESS10* \ B ALL (TY % LING P eFq!`"�� 8 STALL I WALLS (TYP) ® (NON STAINING) UNIT 2 No. 27697 z m SITE WALL 5' 5' _ UNIT4 UN/T6 Ex 0336 (NON RETAINING) FG =92.70 F6=92.05 civil ?� FG =94.23 4., 4' FF =93.3 FG =92.05 FG =92.00 �G�FCAL1 FL =92.92 FG =92.80 FF =92a5 FFg6 FG =91.00 PAD --928 PA2=92.05 FF=92.0 FF =91.5 - - - -- - - - - -- PAD 91.0 FL =92.42 FL =91.91 - - - - - BMP TREATMENT SWALE NOT TO BE MODIFIED WITHOUT DASHED LINE REPRESENTS SOLID LINE REPRESENTS PERMISSION FROM THE CITY BMP TREATMENT SWALE EXISTING GRADE PROPOSED GRADE (SEE DETAIL SHEET 2) NOT TO BE MODIFIED WITHOUT PERMISSION FROM THE CITY BMP TREATMENT SWALE (SEE DETAIL) NOT TO BE MODIFIED WITHOUT PERMISSION FROM THE CITY SECTION D (SEE DETAIL SHEET 2) NOT TO SCALE SITE WALL (NON RETAINING) F FL =88.1 5 G =88.41 - BMP TREATMENT SWALE NOT TO BE MODIFIED WITHOUT PERMISSION FROM THE CITY (SEE DETAIL SHEET 2) WOODEND DECK PER ARCHITECTURAL PLANS FINISHED GRADE BELOW 2% MIN. A, ..,,. . SITE WALL (NON RETAINING) FL =89.51 r-=79- 77 16' 4" GRAVEL FILLED TURFBLOCK BMP OVER 2" eLEA -5A� -OF'W PER CITY APPROVED STD. SLOPE VARIES PER PLAN a 4' STONE PAVERS IN IT MORTAR BED ROCK BASE R V,. ATE DRIVEWAYS TYPICAL SECTION NOT TO SCALE POROUS CONCRETE NOTES. 1. A NATIONAL READY MIX CONCRETE ASSOCIATION (NRMCA) PERVIOUS CONCRETE CERTIFIED CONTRACTOR MUST INSTALL THE PERVIOUS CONCRETE. CONTRACTOR IS TO PROVIDE PROOF OF CERTIFICATION TO THE ENGINEERING FIELD INSPECTOR PRIOR TO START OF WORK. 2. THE CITY ENGINEER MAY REQUIRE A CORE SAMPLE OF THE INSTALLED PERVIOUS CONCRETE TO ENSURE THAT THERE IS A MINIMUM VOID CONTENT OF 20 %. IF A MINIMUM VOID CONTENT OF 20% IS NOT SATISFIED, THE REMOVAL AND REPLACEMENT OF HE PERVIOUS CONCRETE WILL BE REQUIRED TO THE SATISFACTION OF THE CITY ENGINEER. lil PASC UITER ASSOCIATES CIVIL ENGINEERIN D P NING + LAND SURVEYING 535 N Cast ay 1 ®1 Ste A ana 15eaelh. ACA, 92 075 PW 858.25 12 ! ffx 858.259.4812 � P engineering.e ®m REVISIONS APPROVED DATE REFERENCES DATE BENCEMIARK SCALE PLANNING & BUILDING oESITGL sv DR TGLBY CHECKED ev APPROVALS CITY OF ENCINITAS ENIGH4MUNG DEPARTMENT DRAWING NO. e. "m5a of CITY OF ENCINITAS BENCHMARK POINT PLANS P E RED UNDER THE SUPERVI ION OF RECOMMENDED APPROVED GRADING PLAN FOR F NUMBER.' 1042 ENGINEERS DISC STAMPED R V WED ,BY: DATE: Z BY: / BY: 11� 125 MOZART AVE. 1 X68 -G "OC 136 1968" IN EAST WING WALL OF THE HORIZONAL N/A Fr G G �" NORTH END OF THE NORTHBOUND HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON. R.C.E. NO. 68964 AA.AA -B ILT e .� VERTICAL N/A DATE' � WILLIAM JUSTIN BUTTER DATE: � SAO DATE: _�, /9T NAVD 8B EL =16.94 EXP. 12 -31 -09 PLANNING CASE N0: 07 -193 TM /CDP /DR A.P.N. #260 - 351 -31 SHEET 3 OF 5 M., \1631F.pro3/1012009 PLSA 1631F 11"�1 s MOZART AVENUE ` B BUILDING BUILDING U WALLS (TYP) U FOR STREET IMPROVEMENTS I IN THE S SITE WALL WALLS (TYP) UNI1.5 W UNIT 6 MOZART AVENUE RIGHT OF W WAY, ( (NON RETAINING) SEE IMPROVEMENT PLAN DWG. 1 10068 -I F FF = FF =92.5' F FG =89.10 F FF - FF= 90.6' P =9201 F PAD =920' P FF =91.5' FG =87.16 P -89.6' F PAD -901 FS 90.2 PAD - . N P -89.1' F - V10777 MOZARTAVENUE 1 FOR STREET IMPROVEMENTS IN THE MOZART AVENUE RIGHT OF WAY, SEE IMPROVEMENT PLAN DWG. 10068 -I - - - - FG =90 9.29 FG =8.29 n 7 SOLID LINE REPRESENTS PROPOSED GRADE BUILDING WALLS (TYP) UNIT 3 (EXI577NO BUILDING) EX FF =926 SOLID LINE REPRESENTS PROPOSED GRADE SECTION A NOT TO SCALE UNIT 3A FF =93.12 I i SITE WALL SECTION B NOT TO SCALE M`. 4 SITE WALL (NON RETAINING) FG =90.80 FL =90.36 % FG =90.1 MIN VFG=89-054 DASHED LINE REPRESENTS -j BMP TREATMENT SWALE EXISTING GRADE NOT TO BE MODIFIED WITHOUT PERMISSION FROM THE CITY (SEE DETAIL SHEET 2) NG ALLS (TYP) UNIT 2 FG -92.80 Ak a@ 2W 1-2e, WOODEND DECK PER SITE WALL FF =93.3 FIN SHEDTGRADE BELOW MIN. 2% PAD -92.8 FG -92.02 2% MIN. FL =91.41 -2 - - - DASHED LINE REPRES EXISTING GRADE BMP TREATMENT SWALE NOT TO BE MODIFIED WITHOUT PERMISSION FROM THE CITY (SEE DETAIL SHEET 2) 14>7LI1 S.0 I PffASE I PHAfE I MIN: 200Z M?e UNfT 1 5 RAISED PLANTER UNIT 3 SYSB 3' MAX RAISED PLANTER FG =91. FL =92.69 4 FF -93.5 16' DWY 3' MAX FG =89.10 UN FG =93.33 PAD=930 FS =91.31 4' l 16' DWY FF-896 U FF 92 6 = FG= M1 u FG 90.34 - r ; �.` 1i:` {mot 2% MIN. FS =89.45 4 . 9 10 �% PAD -891 DASHED LINE REPRESENTS �� 2% M� EXISTING GRADE SOLID LINE REPRESENTS !,,� =.max ":��' °'r4s.- PROPOSED GRADE WOODEND DECK PER BMP TREATMENT SWALE NOT TO BE MODIFIED WITHOUT ARCHITECTURAL PLANS PERMISSION FROM THE CITY CONSTRUCT 8" SEWER MAIN BMP TREATMENT SWALE FINISHED GRADE BELOW PER IMPROVEMENT DWG 10068 -I NOT TO BE MODIFIED WITHOUT 2% MIN. PERMISSION FROM THE CITY SECTIOD ..,,SCALE Py� s) - � � fp) PHASE ,� � PHA S E� �pPESS10* \ B ALL (TY % LING P eFq!`"�� 8 STALL I WALLS (TYP) ® (NON STAINING) UNIT 2 No. 27697 z m SITE WALL 5' 5' _ UNIT4 UN/T6 Ex 0336 (NON RETAINING) FG =92.70 F6=92.05 civil ?� FG =94.23 4., 4' FF =93.3 FG =92.05 FG =92.00 �G�FCAL1 FL =92.92 FG =92.80 FF =92a5 FFg6 FG =91.00 PAD --928 PA2=92.05 FF=92.0 FF =91.5 - - - -- - - - - -- PAD 91.0 FL =92.42 FL =91.91 - - - - - BMP TREATMENT SWALE NOT TO BE MODIFIED WITHOUT DASHED LINE REPRESENTS SOLID LINE REPRESENTS PERMISSION FROM THE CITY BMP TREATMENT SWALE EXISTING GRADE PROPOSED GRADE (SEE DETAIL SHEET 2) NOT TO BE MODIFIED WITHOUT PERMISSION FROM THE CITY BMP TREATMENT SWALE (SEE DETAIL) NOT TO BE MODIFIED WITHOUT PERMISSION FROM THE CITY SECTION D (SEE DETAIL SHEET 2) NOT TO SCALE SITE WALL (NON RETAINING) F FL =88.1 5 G =88.41 - BMP TREATMENT SWALE NOT TO BE MODIFIED WITHOUT PERMISSION FROM THE CITY (SEE DETAIL SHEET 2) WOODEND DECK PER ARCHITECTURAL PLANS FINISHED GRADE BELOW 2% MIN. A, ..,,. . SITE WALL (NON RETAINING) FL =89.51 r-=79- 77 16' 4" GRAVEL FILLED TURFBLOCK BMP OVER 2" eLEA -5A� -OF'W PER CITY APPROVED STD. SLOPE VARIES PER PLAN a 4' STONE PAVERS IN IT MORTAR BED ROCK BASE R V,. ATE DRIVEWAYS TYPICAL SECTION NOT TO SCALE POROUS CONCRETE NOTES. 1. A NATIONAL READY MIX CONCRETE ASSOCIATION (NRMCA) PERVIOUS CONCRETE CERTIFIED CONTRACTOR MUST INSTALL THE PERVIOUS CONCRETE. CONTRACTOR IS TO PROVIDE PROOF OF CERTIFICATION TO THE ENGINEERING FIELD INSPECTOR PRIOR TO START OF WORK. 2. THE CITY ENGINEER MAY REQUIRE A CORE SAMPLE OF THE INSTALLED PERVIOUS CONCRETE TO ENSURE THAT THERE IS A MINIMUM VOID CONTENT OF 20 %. IF A MINIMUM VOID CONTENT OF 20% IS NOT SATISFIED, THE REMOVAL AND REPLACEMENT OF HE PERVIOUS CONCRETE WILL BE REQUIRED TO THE SATISFACTION OF THE CITY ENGINEER. lil PASC UITER ASSOCIATES CIVIL ENGINEERIN D P NING + LAND SURVEYING 535 N Cast ay 1 ®1 Ste A ana 15eaelh. ACA, 92 075 PW 858.25 12 ! ffx 858.259.4812 � P engineering.e ®m REVISIONS APPROVED DATE REFERENCES DATE BENCEMIARK SCALE PLANNING & BUILDING oESITGL sv DR TGLBY CHECKED ev APPROVALS CITY OF ENCINITAS ENIGH4MUNG DEPARTMENT DRAWING NO. e. "m5a of CITY OF ENCINITAS BENCHMARK POINT PLANS P E RED UNDER THE SUPERVI ION OF RECOMMENDED APPROVED GRADING PLAN FOR F NUMBER.' 1042 ENGINEERS DISC STAMPED R V WED ,BY: DATE: Z BY: / BY: 11� 125 MOZART AVE. 1 X68 -G "OC 136 1968" IN EAST WING WALL OF THE HORIZONAL N/A Fr G G �" NORTH END OF THE NORTHBOUND HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON. R.C.E. NO. 68964 AA.AA -B ILT e .� VERTICAL N/A DATE' � WILLIAM JUSTIN BUTTER DATE: � SAO DATE: _�, /9T NAVD 8B EL =16.94 EXP. 12 -31 -09 PLANNING CASE N0: 07 -193 TM /CDP /DR A.P.N. #260 - 351 -31 SHEET 3 OF 5 M., \1631F.pro3/1012009 PLSA 1631F No. 27697 I� I 0 GRAPHIC SCALE 1 - =20' 0 20 40 60 CRUSHED ROCK FILTER FABRIC ORIGINAL GRADE L1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION E-E CONS TR UCTION ENTRANCE DETAIL EROSION CONTROL PLAN AND SITE SECURITY PLAN 125 MOZART AVE. EXISTING WALL EXISTING CHAIN LINK SILT FENCE PER FENCE W/ SLATS DETAIL THIS SHEET i ZV i j {:. t3 { 1 7 ' 'GRAVEL BAGS PER { y.,: DETAIL THIS SHEET „ zr of ¢Y� ._ ' i. - Jr_._ y�..w ! r { k GRAVEL BAGS PER 3 d4 '' ' _ *. .. s DETAIL THIS SHEE } 1? GRA VEL BAGS PER DETAIL THIS SHEET i € set 6 i i • :� i i Etl i- ...a�.Y . 1 GRAVEL BAGS PER w_- _TAIL THISI SHEET EXIST1�°°^�^HAIN 1 CONSTRUCTION - LINK NCE It r ENTRANCE PERii DETAIL THIS SHEE § ADDITIONAL CONSTRUCTION I �`'� VEHICLE PARKING ON T. 5 '. i. m MOZART AVE v { b X l -> GRAVEL BAGS CONSTRUCT N ° DETAIL THIS SHEET P PKING1 1 oq -- .. GRAVEL BAGS PER h DETAIL THIS SHEETa I ,F VY I �16Yc • caa !}� � � �� �, X16 : -J_ -- -„ I EXISTING CHAIN SILT FENCE PER i LINK FENCE W/ DETAIL THIS SHEET I GREEN SCREEN �. E °° ° ° ° d ° ° ° °Q ° ° ° ° Q ° ° ° ° cc ° ° °° ° ° ° d ° Q °d ° ° ° A 4 4 ° 9' RADIUS E MIN. 45' MIN WIDTH AS REQUIRED RUNOFF TO ACCOMODATE ANTICIPATED TRAFFIC GAP BETWEEN BAGS NOTE ACTS AS SPILLWAY CONTRACTOR TO MODIFIY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE NOTE.• IF PADS ARE LEFT VACANT FOR A PERIOD LONGER THAN 3 MONTHS, OR AT THE DISCRETION OF THE CITY ENGINEER, ENTIRETY OF PADS SHALL BE HYDROSEEDED. T FENCE PER AIL THIS SHEET GRAVEL BAGS PER DETAIL THIS SHEET EXISTING FENCE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. I 3. ATTACH THE FILTER FABRIC TO TWO LAYERS OF GRAVEL BAGS THE WIRE FENCE AND EXTEND IT WITH ENDS OVERLAPPED INTO THE TRENCH. GRAVEL BAGS DETAM A NOT TO SCALE 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC O() j� WIRE SILT FENCE DETAIL B NOT TO SCALE GRAVEL BAGS PER DETAIL A ommmmmmmmmm SILT FENCE PER DETAIL B -X -X- E. HYDROSEED NOTES 1. Hydroseeding shall be applied to all slopes that are graded 6 :1 (horizontal to vertical) or steeper when they are: A. Three feet or more in height in fill areas. B. Five feet or more in height in cut areas unless slope is not subject to erosion due to the erosion resistant character of the material as approved by the City Engineer. 2. Irrigation shall maintain the moisture level of the soil at the optimum level for the growth of the hydroseeded growth. 3. Hydroseeding mix shall consist of all the following: A. Seed mix shall consist of no less than: 1. 20 lbs. per acre of rose clover 2. 20 lbs. Per acre of zorro fescue 3. 3 lbs. Per acre of E school cia californica 4. 4 lbs. Per acre of achillea millefolia 5. 3 lbs. Per acre of alyssum (carpet of snow) 6. 112 lb. Per acre of dimorpholeca 7. Items 3, 4, 5, and 6 of this subsection may be omitted on locations where the area being hydroseeded is not visible from either a public street or residential structures. B. Item 1 of this subsection must be inoculated with a nitrogen fixing bacteria and applied dry either by drilling or broadcasting before hydroseeding. 9. All seed materials shall be transported to the jobsite in unopened containers with the California Department of Food and Agriculture certification tag attached to,or printed on said containers. 10. Non -phyto -toxic wetting agents may be added to the hydroseed slurry at the discretion of the contractor. B. Type 1 mulch applied at the rate of no less than 2,000 lbs. Per acre.Type 6 mulch (straw) may be substituted, all or part, for hydraulically applied fiber material. When straw is used it must be anchored to the slope by mechanically punching no less than 50% of the straw into the soil. C. Fertilizer consisting of ammonium phosphate sulfate, 16 -20 -0, with 15% sulfur applied at the rate of 500 lbs. per acre. 4. Areas to be hydroseeded shall be prepared prior to hydroseeding by: A. Roughening the surface to be planted by any or a combination of: 1. Track walking slopes steeper than 6 :1. 2. Ripping areas that will not break up using item 1 above. B. Conditioning the soils so that it is suitable for planting by: 1. Adjusting the surface soil moisture to provide a damp but not saturated seed bed. 2. The addition of soil amendments, ph adjustment, leaching or covering saline soils to provide viable conditions for growth. 5. Hydroseeded areas shall be maintained to provide a vigorous growth until the project is permanently landscaped or, for areas where hydroseeding is the permanent landscaping, until the project is completed and all security released. NOTES: 1. THE MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE RESPONSIBILITY OF THE OWNERS (SEE DECLARATION OF COVENANT.' CONDITIONS AND RESTRICTIONS FOR MOZART L.P. FOR DETAILS) . 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. 6. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL 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. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MQOZUED WITHOUT A PERMIT FROM IWE CITY. PASPIL4RU-SUITER2 M. & ASSOCIATES CIVIL ENGINEERING + D PLA- G + LAND SURVEYING / 5�5 I� C ®est ]FIli �y Il ®fl Gte !� S ®lle . ]Eaea�Ilt, �A F5 ph ph 855.259 12 I ffa 958.259.4512 P plsae 'neerinax®m 1 REVISIONS APPROVED DATE REFERENCES DATE B$N(; �K SCALE PLANNING & BUILDING uc�iTGLu nr un TGLtlx �newis nr APPROVALS CITY OF ENCINITAS ENGINEERING�bEPARIMENT DRAWING NO. © ? J CITY OF ENCINITAS BENCHMARK POINT NOT TO SCALE PLANS E APED UNDER THE SUPERVI ION OF RECOMMENDED APPRO, D ^ EROSION CONTROL PLAN FOR lLT '6'�1 °3 °�3 "OC 136 1968" IN EAST WING WALL OF THE HORIZONAL 1 " =20' R VI WED �Y: j l NORTH END OF THE NORTHBOUND DATE: BY: ,� BY: - - -�� 125 MOZART AVE. 10068 -G HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON. VERTICAL N/A �•z�'Oq R.C. E. NO. 68964 DATE: -4 � oo DATE: 4/9/609 DATE. WILLIA JUSTIN SUITER EXP. 12 -31 -09 NAVD 88 EL =16.94 PLANNING CASE NO: 07 -193 TM /CDP /DR A.P.N. #260 - 351 -31 SHEET 4 OF 5 M., \1631F.pro311012009 PLSA 1631F PRELIMINARY PLANTING SCHEDULE BOTANICAL NAME COMMON NAME QTY. SIZE MATURE HT. /SPREAD OF TREES & SHRUBS FORM & FUNCTION OF PLANT SYMBOL RHUS LANCER 6 24" box 15' HT.I 15' SPREAD STREET TREE African Sumac ACACIA PENDULA 5 24" box 15' HT./ 15' SPREAD EAST DRIVE TREE Weeping Acacia MALALEUCA QVINQUEURIVIA 12 15 gal. 15' HT./ 15' SPREAD SCREEN TREE Cajeput EUCALYPTUS CITRIADORA 6 15 gal. 40' HT.130' SPREAD LARGE SITE TREE Lemon Scented CITRUS 6 15 gal. 15' HT. /15' SPREAD SITE TREE Orange /Lemon /Lime DRACENA DRACO 3 15 gal. 15'HTAT SPREAD ACCENTTREE Dragon Tree PERSEA AMERICANA 3 24" box 15' HT. /15' SPREAD ACCENT TREE Avocado Tree SPATHODEA CAMPANULATA 4 24" box 20' HT. /20' SPREAD ACCENT TREE African Tulip Tree WASHINGTONIA FILIFERA 7 24" box 30' HT.115' SPREAD ACCENT TREE California Fan Palm EXISTING SITE TREES TO REMAIN 8 - NIA SITE TREES Misc.. Avocado, Citrus, Macadamia, Palm SITE TREES TO BE REMOVED 7 NIA TREES TO BE REMOVED Misc.- Avocado, Citrus, Macadamia SYMBOL i 0 0 0 0 0 I /i 4 f \� BOUGANVILLEA GLABER 6 5gal. N/A VINE /HEDGE Varietal Color Bougounvillea PODOCARPUS MACROPHYLLUS 10 5 gal. N/A HEDGE Yew Pine ACACIA SPECTABILIS 20 5gal. N/A BUSH /HEDGE Acacia (Prostrate) LEPTOSPERMUM SCOPARIUM 20 5 gal. N/A BUSH /HEDGE O Ruby Glow or Snow White AGAVEATENUATA 12 5gal. N/A GROUND COVER 0 GAZAN /A SPP. 4" pots N/A GROUND COVER Gazania CEANOTHUS SPP. 4" pots N/A GROUND COVER r California Lilac ALOE ARBORESCENS 11 5 gal. 36" HT. /24" SPREAD GROUND COVER O Torch Aloe WISTRINGIA 20 5 gal. T HT./ 3' SPREAD SHRUB 30" MIN. O Coast Rosemary TECOMA CAPENSIS 20 5 gal. N/A EXISTING HEDGEIVINE �. Cape Honey Suckel COBBLE MULCH - - NIA MULCH AT PLANTERS Sandstone /Round COBBLE MULCH - - N/A MULCH AT BORDERS /PATIOS ❑ I -4" Sandstone /Round IRRIGATION SCHEDULE SYM MFR /MODELNO. PSI RAD GPM 0 RAINBIRD 1806 -4VAN POP -UP SPRAY 25 4' 0.26 -0.75 Q RAINBIRD SXB -180 XERI- BUBBLERS 25 -0- 0.16 O CHAMPION HOSE BIBE I O RAINBIRD ESP -X AUTOMATIC CONTROLLER WITH EXTERIOR LOCKING CASE, WALL MOUNT. �\ TYPICAL LANDSCAPE NOTES: INSTALL WITH WCS RAINGARD SENSOR RAINBIRD ASVF SERIES 3/4" ELECTRIC ANTI - SIPHON REMOTE CONTROL VALVES. SIZE AS PER PLAN. INSTALL IN 1.) ALL PLANTINGS EXCEPT FOR EXISTING VEGETATION TO REMAIN, TO BE DROUGHT TOLERANT OR PLASTIC VALVE BOXES \ / INDIGIENOUS /NATIVIZED VEGETATION. ALL CONTROL VALVES SERVING DRIP LINES SHALL BE INSTALLED WITH 2.) WHERE POSSIBLE AND ALLOWING FOR GRADING /DRAINAGE CONSIDERATIONS, EXISTING MATURE PLANTS, TREES, TO XBV -075 BALL VALVE, RBY -075 -200MX INLINE WYE FILTER, AND PSI -L30X INLINE REMAIN. PRESSURE REGULATOR. INSTALL IN PLASTIC VALVE BOXES. �( NOTE TO CONTRACTOR: 3.) SEE Al 1.0 FOR DESIGN DETAILS FOR WALLS, FENCES, ETC. H GATE VALVE, SIZE AS PER LINE AND AS NEEDED, INSTALL IN CONCRETE VALVE BOX. ,WILLIAM B. MORRISON, CERTIFY THAT THE PROJECT 4.) DRAINAGE SWALE DESIGN PER CIVIL ENGINEER AND PER CITY OF CITY OF ENCINITAS ENGINEERING — — — PRESSURE MAIN LINE, SCH. 40 PVC, 1" MAX. PIPE SIZE. INSTALL MIN. 18" BELOW FINISH GRADE. (SEE CIVIL FOR LOCATIONS) NO FENCE OR WALL SHALL BE CONSTRUCTED LANDSCAPE PLAN AND IRRIGATION PLAN IS REQUIREMENTS /STANDARDS. IN A MANNER WHICH OBSTRUCTS DRAINAGE. CONSISTENT WITH CHAPTER 23.26 (WATER EFFICIENT 5.) ALL IRRIGATION SYSTEMS AND LANDSCAPING SHALL BE INSTALLED PRIOR TO THE FINAL OCCUPANCY OF THE NON - PRESSURE LATERAL PIPE, CLASS 200 FOR PIPE +314", CLASS 315 FOR 1/2" PIPE. INSTALL MIN, 12" BELOW FINISH GRADE. LANDSCAPE PROGRAM OF THE MUNICIPAL CODE. _ _ _ _ = SLEEVING, SCHEDULE 40. SIZE AT 2X PIPE SIZE, WITH 2" MIN. SIZE. INSTALL UNDER ALL PAVING, ROADWAYS AND WALKS. FENCES AND WAR SHALL ALLOW FOR �/ BUILDING. DRAINAGE TO PASS THROUGH `�1/0L %r Gi_ ler 5-1 `'3 GRAPHIC SCALE 1 " =10' Cyp G /3�� 0 10 20 30 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY GE ENCHNITAS ENGINEERING DEPARTMENT DRAWING NO. i CITY OF ENCINITAS BENCHMARK POINT NOT TO SCALE RECOMMENDED APPRO E LANDSCAPE PLAN FOR: G, NUMBER: D O ENGINEERS DISC STAMPED BY B MOZART ��" AA OC 136, 1968" IN EAST WING WALL OF THE HORIZONAL 1 " =20 / NORTH END OF THE NORTHBOUND �•� 4 B IL • ./ HIGHWAY 107 BRIDGE OVER SAN ELIJO LAGOON. VERTICAL N/A DATE: dI iI G DATE: #4/4/_0_P ��(p HARD 88 EL= 16.94 DATE: *^' C PLANNING CASE NO: 07 -193 TM/CDP /DR A.P.N. #260- 351 -31 SHEET 5 OF 5 M:£ 1F.pro311012009 PLSA 1631F Al 1