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2016-13122 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT EROSION CONTROL OWNER LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT R WAY. FAILURE TO DO SO 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SCOT SANDSTROM AT 858 -451 -8700, STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES NEW POINTE INVESTMENT 37, LLC i WILL RESULT IN ISSUANCE OF A STOP WOW NOTICE AND DOUBLE PERMIT FEES. IT IS 24 HOURS A DAY. CONCRETE WASHOUT 16880 WEST BERNARDO DRIVE SUITE 230 THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT SAN DIEG0. CA 92127 °z SANTA FE DRI 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL a DRAINAGE NOTE TIMES Df�lING THE RAINY SEASON (OCTOBER 1 TO ARIL 15). ALL NECESSARY MATERIALS WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE THE STORMWATER CONVEYANCE SYSTEM R ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. THE WASHOUT LOCATION. RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT SITE ADDRESS AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. CONSTRUCTION SITE ACCESS Z 3. DEVICES SHOWN G PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO 1412 MACKINNON AVE UTILITY NOTE PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CARDIFF BY THE SEA, CA 92007 ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER CORRUGATED STEEL PANELS /PLATES. 9 TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. APN 260- 182 -17 CONSTRUCTION VEHICLES GENERAL NOTES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE PARKING!, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE LEGAL DESCRIPTION 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION R OFF -SITE. SPECIFICATIONS FOR PUBLIC WORKS CONSTRICTION, THE DESIGN CONSTRUCTION STANDARDS UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. THAT PORTION OF THE SOUTHWEST QUARTER OF THE OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. EROSION CONTROL NORTHEAST QUARTER OF SECTION 22 TOWNSHIP 13 ANY CHANGES R REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE SOUTH RANGE 4 WEST, SAN BERNARDINO MERIDIAN, � TO ANY REQUEST FOR INSPECTION. PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE R ARE POTENTIALLY UNSAFE. PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ACCORDING TO THE UNITED STATES GOVERNMENT 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL ADEQUATE GROUND COVER VEGETATION AND BONDED FIBER MATRIX. SURVEY APPROVED APRIL 10, 1881. PER GRANT DEED 2. THE SOILS REPORT TITLED '°GEOTECHNICAL INVESTIGATION 00" MACKINED AVENUE BE INCORPORATED HEREON. REC. 10121115 AS DDO 2015 - 0549219 OF O.R. ENCINITAS CA 92007 ASSESSORS PARCEL NUMBER 260 - 182- 17 -00" PREPARED BY LEIGHT�V NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING NET WEATHER. AND ASSOCIATES, INC. DATED OCTOBER 8, 2013. ALL GRADING SHALL BE DONE IN B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE DE ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SURE AT THE CONCLUSION OF EACH WOW DAY. SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. VICINITYMAP 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRICTION WITHIN PUBLIC RIGHT -OF 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH I WAY R EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PRO ECTS SHALL 8E CONDUCTED IN ONI�ERS CERTIFICATE NOT TO SCALE PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. PHASES TO AVOID THEY HELP REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES R SFEtIBS 4. WRITTEN PERMISSION SHALL DE OBTAINED FOR ANY OFFSITE UNNECESSARILY, THEY HELP DEGREASE EROSION. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER R GEOLOGIST HAS BEEN R WILL BE RETAINED GRADING. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES TEMPORARY VEGETATION MUST BE PLANTED ON SLOPE'S OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED R DESTROYED SHALL BE 1. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES CLAIMS DEMANDS CAUSES OF ACTIONS REPLACED OR REPAIRED TO CONDITION SURFACES INCLUDING ROOF RAINS SHALL DISCHARGE ONTO BASS AND LANDSCAPE AREAS LOSSES DAMAGES AND COSTS INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF R IN ANY EXISTING PRIOR TO GRADING. PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRAMM ACTIVITIES ARE MANNER CONVECTED DIRECTLY R INDIRECTLY WITH ANY ACTS R OMISSIONS OF OWNER R OWNERS AGENTS, DRAIN SYSTEM. COMPLETE. EMPLOYEES CONTRACTORS, SUBCONTRACTORS OFFICIALS, OFFICERS OR REPRESENTATIVES FOR ANY AND ALL 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL WORK ORCONSTRUCTION COVERED IN THE PERMIT R CONNECTED DIRECTLY R INDIRECTLY TO THE PERMIT R DISTURBED R DESTROYED SHALL BE RE- ESTABLISHEO AND REPLACED BY A REGISTERED WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. APPROVED PLANS WITHIN THE RIVATE PROPERTY R PUBLIC EASEMENTS. CIVIL ENGINEER R A LICENSED LAND SURVEYOR. SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ON-SITE CONSTRUCTION MATERIAL STORAGE I ? 7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL RAIN TO APPROVED BMP /IMP STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO EVENT SEEPAGE AND SPILLAGE. SIGNATURE: DATE: 7r l INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE FACILITIES AND /OR TO TURF R LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL SCOT )SANDSTROM AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS. TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF POINTS VESTMENT 37, LLC APPROVED BMP /IMP FACILITY AND /R THE TURF/LANDSCAPED AREAS. STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS R�E{Y ASPHALT 601 WEST BERNARDO RIVE, SUITE 230 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE CONCRETE, AGGREGATE BASE ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER SAN D]EG 0, A 92127 FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED R PROTECTED WITH SOIL STABILIZATION 858- 451 -8700 730 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. AREA UNLESS THE FLOW FROM THE RAIN DISCHARGES TO AN ADEQUATE IMP /BMP. MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% ROSS SLOPE TOWARD THE IMP /BMP AREA R TRAINING BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND SRS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE OWNERS STATEMENT FOR SWPPP PROJECT ENGINEER SOILS ENGINEER GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION DISCHARGE IT TO AN ADEQUATE IMP /BMP. FAMILIAR WITH THE CITY OF ENCINITAS STORMVATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 46 HOURS IN ADVANCE BY SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER (S) AND THE RIME CONTRACTOR DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER CALLING (760) 633 -2770. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. RESOURCES CONTROL BOARD (SWaCB) ORDER WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATRER ALTERED WITHOUT A PERMIT FROM THE CITY. RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION 10. PRIOR TO HAULING DIRT R CONSTRUCTION MATERIALS TO ANY PROPOSED WASTE MANAGEMENT PREVENTION PLAN (SWPR) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE 7. THE INSTALLATION OR ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN C0NTR4GTCR SW SE RESPONSIBLE FR PROPERLY DEPOSING OF ALL WASTE AND UNUSED CONSTRUCTION WITH THE CCMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NI) SHALL APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE MATERIALS. OUdPING OR UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO BE FILED WITH THE SWRIB. A CRY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE OBTAINED. THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. FURTHER, A CRY OF THE COMPLETED NOT FROM THE SWaCB SHOWING THE PERT 41T MR/MBER FOR THIS PROJECT SHALL WITH REGARDS TO THE HAULING OPERATION. BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE P=ITTED T'0 COMPLY WITH NO SEEPAGE FROM ANY DUMPSIER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL AROUND ALL DLHPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY IN ADDITION THE UNDERSIGNED AND SUBSEQUENT OWNER (S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED HAVE AN IMPERVIOUS NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RA114 WATER TO FOR LEAKS. OUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTTRS WITHOUT LIDS SHALL BE GRADING PLAN NO. 12894 -G AM BY SWRCB NO. R9- 2013-0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 13122 -G ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING R COVERED WITH TARPS IN ORDER TO AVOID RAIN COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OR SWRCB N0. R9 -2013 -0001. HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN R USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT CONTACT WITH ANY TRASH MATERIAL. AS SHOWN ON THE ATTACHED AS -GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE NOI 0 q 31C3$ vo THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATER - BASED PAINTS VEHICLE FLUIDS BROKEN ASPHALT /I OPERATION. ROLLING DE THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED R AM CONCRETE, WOOD AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN f 7 1.7 l -7 MAY HAVE A RAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIU./ GREASE TO AN APPROPRIATE LANDFILL R DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF SIGNATURE: DATE: 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR SEPARATOR AND IS THEN FILTERED THROUGH A CITY-APPROVED HYDROCARBON FILTER AND HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION S T SANOSPi, UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS R THE STORM ON LANDFILLS AND TO ORDER ODMPSTERS CALL EDOO AT (760) 436 -4151. POINTS MENT 37, LLC COMPACTION R FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT RAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. 1 0 WEST RO DRIVE, SUITE 230 SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY DE ANY FILL PLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND SAN DIEGO, 2127 MATERIAL. UPON COMPLETION OR GRADING OPERATIONS HE SHALL STATE THAT SAN DIEGUITO WATER DISTRICT NOTES: THE SITE. 858- 451 -8700 OBSERVATIONS AND TESTS WERE MADE BY HIM R UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED 1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR USE. THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STOAMDRAIN INLETS ON 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE (WASC). PERVIOUS SURFACES. SOILS ENGINEERS CERTIFICATE POSITIVE DRAINAGE AND PREVENT POVDING OF WATER. HE SHALL CONTROL SURFACE WATER 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND STORMDRAIN. CONTRACTOR /1 AND AVOID DAMAGE TO ADJOINING PROPERTIES R FINISHED WORK ON THE SITE AND SHALL REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, R THE EXISTENCE R MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE -i___ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. OF THIS PROJECT. FOR MORE INFRMATIONN ON STOR04WATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME R UNDER MY THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. DIRECTION ON --- -_____ AND FOR AN UBDATE ON _N___ ONE COMPLETE COPY OF THE SOILS 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND LINE PARALLELING R PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON R PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS GRADING PLANS NO SPEC I LOTIONS. TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. _ DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /R ADJUST TO GRADE � /V //7 �pvkorE ,i °- THIS FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS VALVES VALVE BOXES ETC.) STATEMENT OF ENGINEER OR WOAD Q/ �a Eu A. .�9I WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE h kkV 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMIE•D TO FINISH GRADE TO PRODUCE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASO STANDARDS. IF FACILITIES GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OBPROFESSION. THE ENGINEER 'SEiFR A• CIFRNE`( DATE "' 'u Z 2 m SMOOTH SURFACE AND OVIFORM ROSS SECTION. THE SLOPES OR EXCAVATION AND DO NOT MEET STANDARDS THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE FURTHER ARSES THAT THE WORK PERFORMED RfIEIN SHALL BE IN ACCORDANCE WITH THE MULES AND `� NO.: �31N. W NO- 14 < z EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRI*EO AS DIRECTED BY THE ENGINEER OF OWNER'S EXPENSE. REGULATIONS REQUIRED BY THE CITY OF ENCINITAS TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH EXF. VATS: Gv/3o /Iq `c m WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER * 4� WASTE MATTER EXPOSED R EXCAVATION R EMBANKMENT SLOPES WHICH ARE LIABLE TO PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCFECK R REVIEW PERFORMED BY THE CITY OF ENCINITAS 6o GP 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER `CNN BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SERVICES. IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION 'vT _ e P SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS R DESIGN AM IT � F� R\° THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS R DESIGN OR %% 71t8 /f CAUFO fi. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF 7 16. ALL TREES BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, SAN DIEGO GAS AND ELECTRIC VAULTS. ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE R BODILY INJURY ARISING PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE SOLELY FROM THE NEGLIGENT ACTS ERRORS, R OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS R QRa[ 7 b"41 DATE 01AAL 0 THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF FO UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE TRAVELED WAYS. SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. THE WORK PERF0 Y T WEER. � PRTE 3,/El 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS B. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS AW�L'ED GrEOTEGHMIICAL` SOWTfUA15, INQ. a No.253b -� . CERTIFIED URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, BE USED IN THE CONSTRUCTION R REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE �'Z? �1 Q15 IAcrOFA"r60RIVEj sulTe l it ENGINEERINfi ON CITY PROPERTY, R WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL SIGNATURE: DA TE.• 10 AMVOi CAR - -AWZq GEOLOGIST SHALL BE PROTECTED IN PLACE WRING CONSTRUCTION UNLESS SPECIFICALLY APPROVED MATERIALS TO BE NO -LEAD BRASS PARTS. BRIAN MICHA ARDOLIND � � 000 -rviRt OTHERWISE. NO GRADING, EXCAVATION R DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL PASCO LARET SUITER & ASSOCIATES QPOFESSIO�y "SOg`170Tv'"03 q�OFCP1 OCCUR WITHIN THE CITY TREE RIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO 9. ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS AND SERVICES SHALL BE 535 N. HIGHWAY 101 �o ZGHAEL q` THE OUTERMOST EDGE O THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. SOLANA BEACH, CA 92074 tt,Q 490 Fy IS NOT CLEARLY LABELED TO BE REMOVED, IT MST SE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED (858)259 -8212 y tine <� ,. UNLESS THE PLAN S REVISED TO ADDRESS THE TREE REMOVAL. NOTIFICATIONS FOE EXPIRES: 12 -31 -17 CD m No.' 71651 0 rr^, WDID# 9 37G38o24s 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN c Exp. 12/31/17 a PASCO LARET SUITER BMP PROJECT STATUS ON THESE PLANS WERE OBTAINED BY A SEARCH DE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, Q PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED THE I PERVIOUS AREA PROTEC HOWEVER. ANY EX SITING UTILITIES REQUIRED TO TAKE DUE STRUCTURES LOCATED AATIOTHE WORK ITE. IT IS C10- 9 OF CAL CIVIL ENGINEERING + LAND PLANNING + LAN SURE NG ®OR PRj ATE STORMWATER TREATMENT AND STORMWATER IMPERVIOUS AREA PRIOR TO CONSTRUCTION 153 SF THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID POLLUTION CONTROL FACILITIES" IMPERVIOUS AREA AFTER CONSTRUCTION' 19515 SF 535 North r- 11�h�ay 1 ®1, Ste A, Solana Beach, OA 92 ®i5 INCREASE IN IMPERVIOUS AREA: 19362 SF UTILITIES R STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION RECORDED ON Pc_l'� • 17 OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: ph 555.259.5212 1 ffa 5581.259.4512 I plsaengineerinS.com IMPERVIOUS AREA REPLACED: 153 SF A. SEWERS - CSD - (760) -633 -2770 B. GAS & ELECTRIC - SOGE - (760)- 438 -6200 AS DOC. DL: C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 EARTHWORK DATA D. TELEPHONE - sac BELL - (760) -489 -3411 FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT STEEPEST EXISTING NATURAL SLOPE ON -SITE NIA E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 MAXIMUM VERTICAL DEPTH OF CUT = 4.5' P. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO SDWD W14 -070 MAXIMUM VERTICAL DEPTH OF FILL = 4.2' BEGINNING ANY WOW ON THIS PROJECT. PHONE: (760) -633 -2770. t CUT = P-500 Y. FILL = 100 Y. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. - EXPORT = 2,400 C.Y. (760)6n -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION IYiL BE SUBJECT ` `� fs' /3'/ ' '✓ ��� �� _. REMEDIAL = 1.700 C.Y. TO REJECTION AND REMOVAL. SI DATE S GN DATE SIGN DATE SIGN DATE SIGN DATE (1' -3' REMOVAL AND RECOMPACTION UNDER BUILDINGS) CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT TRG ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION: PT. 1047 CART 11-W PLANS PREPARED UNDER SUPERVISION OF REC MMENDED: APPROVED.' GRADING PLAN FOR LOCATION' IN SIDEWALK OVER THE SE END f 1141`% JMAC�NNON AVE OF THE NE ABUTMENT OF THE HORIZONTAL: N/A DATE. ♦ q n MACKIIVNDN AVE BRIDGE OVER I5 DATE., 1 - - -- SE" OWE 13122 °G RECORD FROM.' ROS 18416 VERTICAL: _ N/A 7RI��RICHAE[ ARD0LIN0 DATE R.C.E. NO.: 71651 �- NEW POINTS INVESTMENTS7, LLC / APN: 2W182-17 ELEVATION 231.691 ' 5 %-xCA BRIA "AEL OL ING EXP : 12 -31 -17 DATE T R I1 _ DATE % 3% �l � DATUM: N�Q VIEWER I _ R SENIOR ENGINEER IA //4 PLANNING (ASE NO' 14 -111 TWS1DR /C0P /EIA/RD SHEET 1 OF '7 PLSA 1950 F W H W In yIn ® W ` os h =UtU- =m In rn aIn En co J « , •,.rte ! / *r a / / a- • r wti r J tin ••�• , / -,•r r •/ / " ry • J , r •r ,- J; t t / , / • r - rr • 1 - / r r •r r I k k ! I t YP / / • {, r.; a• .y / /: •/ .;.rte { •{ .// / r. r, J r•i :, yr- { / 11. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AID CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF, ROOF DRAIN DRIVEWAY, AND STREET. BMP MEASURES SHALL BE IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES ARE DESIGNATED TURF AREAS WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR BIM° S SHALL BE DELINEATED ON PLANS AND A NOTE PLACED ON PLANS PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS WITHOUT A CITY PERMIT. ROOF DRAIN NOTE FOR STORM WATER POLLUTION CONTROL PLRII ALL RLWT FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET ARV /OR INTO ThE PUBLIC STO 14 DRAIN SYSTEM. (MASS AND LANDSCAPE AREAS OESICdNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. GRADING NOTE: ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED NOW OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER CF PERMISSSION FROM THE ADJACENT PROPRTY OWNER MUST BE OBTADEO AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTUIlIBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -NCRC TO BE ISSUED FOR THE PRO,ECT UNTIL THE RREOUIfEO PERMISSION IS OBTAINED. 1�i %old, J J {J / FDE DEPT. N07E5: 1. ALL FIRE APPARATUS ACCESS SHALL HAVE AN UDBSTRRICTED VERTICAL CLEARENCE OF NOT LESS THAN 13 FEET 6 INCHES. CRC 503.2.1 4. PRIOR TO DELIVERY OF COWBTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COFPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT a. ALL NET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTAG DEPARTMENT OR AGENCY b. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICIll & c° ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. CHANGE NO.1 DESCRIPTION ' APPROVED ' DATE .1t _ � G 1L1J I C N1.0k LEGEND LOT NCR LOT i PAD ELEVATION PAD =100.0 SUBDIVISION BOLTDARY - EXISTING SPOT ELEVATION (100. 0) EXISTING CONTOUR - - -300- - - EXISTING WATER MAIN W EXISTING SEWER MAIN S LOT LINE 5 SETBACK LIRE - PROPOSED CURB & GUTTER (6 -2) 1,9.12 4 PROPOSED CONTOUR 100 - PROPOSED DR4INAGE DIRECTION I1I57 PROPOSED DKR41MGE SWALE (1% MIN) 2,228 PROPOSED RETAINING WALL 2,562 TYPE PER PAN 6 PROPOSED PCC PAVING 353 2,552 4,211 PROPOSED PERVIOUS PAYERS 2,323 345 2,671 2.lSiii PROPOSED SOLID SET PAVERS 2060 309 PROPOSED TOP AND BOTTOM Thl 102.0 OF RETAINING WALL DAL.Y B 100.0 PROPOSED SPOT ELEVATION FS 100.0 PROPOSED SOUND WALL ABBREVIATIONS FS = FINISHED SURFACE FG = FINISHED GRADE FL = FLOWLIAE HP = HIGH POINT TW = TOP OF WALL AT FINISHED GRADE BW = BOTTOM OF WALL AT FINISHED GRADE OF = FACE OF GARAGE ELEVATION 15% GONTI NOENOY PROPOSED IMPERVIOUS SURFAGE AREA LOT IMPERV AREA 155vo GONT. TOTAL AS -tvILT 1 2a-7 2,2-74 t,O 13 2 2,021 503 2,324 2.063 5 ,936 290 2,226 1,9.12 4 ,911 25-7 2,19b I1I57 5 2,228 334 2,562 $,tit 6 2,219 353 2,552 4,211 -7 2,323 345 2,671 2.lSiii 8 2060 309 2,369 Z,10116 G 2,840 426 3,266 =208.7 TOTAL 122,442 PL ENGINEER REVIEWER PL ti TN 216.7 I 1 1 TW 216.7 3 14 25' 2M.1 6' PANEL SOUND WALL PANEL S'M WALL 5 I PER LAMS(APE PLAN 6 PER LANDSCAPE PLAN LOT 6 TN 210.7 RLN 208.9 FL 207.83 LOT 7 ADN F_ I 1 FF =209.4 FG 207.0 DASHED LINE F04ESENTS .. CHASM T TYPE C 3 MASl11AY WALL FF =209:4 2.3PAD EXISTRE 0WITIONS =208.7 - MAX HEIGHT = 4.7' MOD. SD4SO 0-7--,, �- - -1 TN 210.7 1 TYPE F' CATCH BASIN � � DASHED LINE EXISTING CONDITIONS ARTS 4" DG` OVER 6" FG 207.0 AM WITH RECTAMNCAR IALETS - CLASS II PERM ° s. Lu FF 209.4 RAD 2R.7 `� . �" m -l1 DEPTH T F6 MA BY A C IE 205.15 SOILS EN6IIdEEiR BIOETERNiIAN AFEAi I EX 2025 +'ER Dom. T►tis 31 -7 `-`1 ii 9NRC?14R6E� EX 198.0 SECTION A A SCALE: l"=5' PL ENGINEER REVIEWER SENOR ENGINEER ti 2 1 1 TW 216.7 3 14 25' 6' PANEL SOUND WALL _ 5 PER LAMS(APE PLAN 6 LOT 6 B' LOT 7 ADN F_ FF =209.4 FF =209:4 2.3PAD =208.7 - - - - - - - PAD =208.7 TN 210.7 1 C045TRUN;T TYPE C-4 DASHED LINE EXISTING CONDITIONS ARTS 4" DG` OVER 6" M4SOLAY BLOCK WALL CLASS II PERM MAX HEIGHT = 2.4' Lu FF 209.4 RAD 2R.7 `� . �" PECESTIAN PATH F6 MA SECTION D D iST7N�G CxYYOITI(MFi LJ O4VSTRl T -C =2 MASO RY RETAINING WALL SECTION B -B SCALE: 1 " =5' DASHED LINE RESENTS EXISTING CONDITIONS BIOETENTION AREA FG 207.0 SCALE. 1"i LOT 4 FF =212.7 PL FF� 15.7 10" PVC L IE 205.15 -III 11;1 = I 11. =III III _ CLEAN T 04SILED ROCK** RE TRICT(iR -PLATE M/ 0. ?" LOW'FL ORIFICE. PiRE COAraCT1GNH, hb H1L Vi4 tblRiF. AE 285.2 * BIOAETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-50% SAN12 20-30% C01%i1P0ST OR HARDWOOD MULCK AND 20-30% TOPSOIL, FREE OF STONES STUMPS ROOTS OR SIMILAR O>B,ECTS AND ALSO FREE OF NOXIOUS WEEDS. mm 3/4" CR7USHED ROCK LAYER SHALL BE A MINiIMlM OF 18" BUT MAY BE DEEPENED TO INCREASE THE DFILTRATION Alm STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL DE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE 5'UTFACE AREA OF Ti BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. BIORETENTION DETAIL NOT TO SCALE 6" X 16" PCC FLUSH CURS G-1 APPROX. LIRE QF BIORETENTION AREA EX. OR4DE PER DETAIL THIS SHEET FS .0 _ -- ------ - ----- - -', ° i c, DECORATIVE R SECTION F -F SCALE: I"=5' SOLID LINE REPRESENTS 5IN 3.1 ' WIDE TYPE B INLET PER SORSO M WIDTH = ' PROPOSED FINISHED GRADE RIM= 209.0 --- - - - - -- - --FL= 2118.4 ---------------- F- AD= 2(9e.- 7 - - - -- IE= 207:53 LOT# ENGINEER REVIEWER SENOR ENGINEER 1 2 3 4 _ 5 6 7 - 8 PARTIAL AS BUILT TABLE BENCHMARK SCALE RIPTION: PT. 1047 CADT 11 -DC TION° IN SIDEWALK OVER THE SE END HORIZONTAL: N/A OF THE NE ABUTMENT OF THE 94CKDWM AVE BRIDGE OVER 15 RD FROM ROS 18416 VERTICAL: - NIA DATUIW SECTION C -C 00, PROJECT 51 TE SCALE: 1 "=10' L ROW MACKINNON AVE - TYPICAL SECTION SCALE: 1"i AS -BUILT Ell TRIG I ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RMESE NDEO: APPROVED: DATE.' ?•1l•11 WEN S�/ i� -ARDOLINO DATE R.C.E. NO.: 71651 S M1w R•}� °41 OR TOR ENGINEER BRIAN MICHAEL ARDOLINO EXP.: 12 -31 -17 DATE__`) / :4% DATE 9-31"1 SEN 'CC I 1 I 1 0" HT 61116" PCC FLUSH CUM Y 2% t 1 r V-A No. 71651 Exp. 12/31/17 SCALE: 1"=5' PASCO LARET SUITER ■ & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 NUTth Highway 191, Ste A, SaRana Beach, CA 92 ®75 ph 858.259.8212 1 ffz 858.259.4812 1 pleaengineerin8 °com CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT 3RADING PLAN FOR: 1412 MACIGNNON AVE NEW POINTE INVESTMENT 37, LLG APN: 2O - 182 -17 PLANNING CASE AO' 14 -111 TMIDB/DR/CDP/EIA/PRD DRAWING NO. 13122 -G SHEET 2 OF 7 PLEA 1.950 F \ A [777�__ CU�ISTAUCT j \,< - __ _ _... _ - _ __ _- y ' - y .. _ ` TWIFG 11.5 Y T _ _ _ . - _ ..- - 5' MAX WOOD FENCE PEA L91. 314" IP PER MAP 4995 MAX hEIGHT= 4 7' - __ ..._ _._ _ _._ _ _ - BW@FG 11,0. LAI0SCAPE, (TYP) TW @FG 210 r t _ r •t - \ TW @FG 205.4 TW @FG 210.7 - . - .. - TW14FG 210.7 AM W FG 20 210 7 ,. Tlf@F� 21► �._ - _ IM�E &_210 Z -- 7NLIrG 2!00- ._ _.. _ -y - TW@FG 21@.0_ TW@FG 211.0 6208.7 BhffiFG 209 _ ._- . -- 209.5_ BMLFG 209 8 8W@FG 268 9 _. 207.5 TW@FG 210.7 TW@FG- 216.7- - _ - _ - - -� -- - - - 2103 BIrL G T Bwws .0 206.0 ., � -Bi�FG 210.7 lih'@FG-208:7 i �- - - IE 204.85 _ -r � - n, \ l \ _ \ �L\ PER SflFi6D D-34 . . 1 IE 207b - -- -- - - - - -- IE 207 210 Bh�FG 208.7 • _� -211? , .4 1 4 -- - ------- - - - - -- - - - - -- - - --= - ____ °_ _____ =-- -- - - -- --� - -� BM@FG 22090 I X 5'; RIP RAP ' INSTALL 10" PVC PIPE @ !% 21 MAX - -r ___ -- - -- - - -- - - - _ - - - - - - - - - - - - - 209 , °' EhEWGY DI.SSIPATOf �' ' - SLY�SO 4 �. }♦ 208 1 - PER D- 0 FG 207.0 V A \ FG 208.7 208.4 �, _��- V -, .. -vv -� T� vvKw 5 HS 2088 o FG 208.7 � � 3:1 MAX � 2072 \ \ \ \ \\ PIPE `4 MIN \ \ \\ \\\ I 10' SYSB I 212.0 .,sa 4 ,P� \ - - -1-r- FS -298 � i I FG \ \ \ \ i - �� \ e 4" PVC PIPE t` \ \� FG 208.3 MIN \ \ \ x s # @ 0 5% W \ \ \ O \ . 6` PCO G BALL BLDG OVERHEAD (TYP) I DOTAL C\ 5 T I \, r \ \ \ \ \ \ ( �\ \' \ \ \ \ ` PE V PAVES o \\ i BASIN W FECTANGIIAR INLETS ,� gm, £ FG 2b83 \ \\ \ \' \ ` 1F'- "I t>1 L➢NIt �� L� \ <. y 211.0 a I \ L cz F6 7.0 t (7 2 z f v . y_y y�y y ` y A CONSTRUCT TYPE C -3 e A \ 7E 205.1 # ; x x \ ,v \ V v 208 fi v v 1 1 ' R1' y \ ' � `� MASONRY RETAINING WALL \Y \ � T. A • c. a -F $ A' E d' •3' 3 A $ 2 k ,!. i- w t- s # ii t ,C =- i 113 , - : i " \ \ �, � is ♦•\ „. ,, ." ;: ., , I . , ,, 4 � � s 1 , I: \ \ \\ \ \ O \�� � , {" � HEIGHT- 2.5 i \ WALK iTYP� MAX �'/� /yam ,• �• s•'+. y_ i d i- N k' > d. .# # # Y k i 4 P- x s FG Yqy m ' I }.. •` \ ,.; \ :\ . \: .\ `. •\ \ l \ Y `I _ GV3.6 - FG 211 7 >9 212.0 � F¢ 208.3 �,,�,�, !��. \ � � - FG \i! FiVATELY HHDA- MAINTiIII� l �- - A V`FG 7. \ v ' VA F$09.+�? FG 208.9 2dB. SYSB x a _ EX. PCC TO _. A 1 PVC RAE v@ @tom v 4 ORAWAGE DITCH V A \ y W ,. 8 ION BASIN NOT = \� �. V v v v v v - ' v v �\ FS 208.6 TW@FG 211.5 V� V' BW@FG 209.0 " cv F {/L' ENCI ITAS. k .i- A 33 `�V A A A - J: Yl AREA= SF x . >. A vyam v - JJ' - - -� --- =^�- - - - - -= k¢�=== ______ *_____ _� _ - INSTALL 3/4" IP 6 EX & -- X236 - S �S� .- - z- __ T 0 ,: ., ., - - --L- - - -- - - -- __ - - -- - - - 7 iT 1 �.1. iLL�C�IBIE Pt VB1 SO \ �FGs -- ----------------- ------- - - - - -- - v�.v . v - v� ., < A �� r;.� - r �a,� tt- - - 2 �- w S 210.8 3 V ITRR,CT 61 MA _ }2" �(15i t- y TG 208.61 IE 209.3 y., : TG 208. Fb 7 'V A� v ; A'' \:" FS19 IE 207.61 .. FG 212.0 .. W a, A V.\ ti ♦` , � ° � i � IE 207.6 i A v A ;�,. � _ \ A -FG, 20.7.0 ;. ° ,� ., . ° _ ." ' , " '` h - - - f y !9; FYSB r L FL 210.8 FS 212A FG = ' v, .- ��\ \:'�_ v V � � V � FS 209.0 ,. A. p� g \ 2 :FV7e.V ,. �lY": I A A Ao %'b' `y A v.....A • t. A y. .V _ '. , -'� y_. -� - -�- Ate• ' V \ G ... -- _ �'% FENCE SHALL v , \ , 20 y �\ \ EG 2(18 7 y A - I \ 0 - ,TWt� # �0 f ... A \ - A \ v \� 7% L. 6 �� f5 2123, ' INOT �, y .y y v v 4- FCC K r' ©- 4 "_1 - I FLOW { i � x = - ,�... .I :.: '. v, t, • \ y A yA �vC� F,_ ZIE ` ' - - i �' : 1 _ ! y - -' _"r"':__; �/ 1 v �F ! E►tSd�EN'M �, A A• v v � y p• v v y A A v y i_ � 1- »ivTa PAVERS " 1-;', 's, s . _L z T v- \� FG 20b 3 I BLDG; 0 ) V v `� v' PAL1 =27;1v y-�v ` v r TW@F6 2102 � - -210 ►FIViDUS 13AVE PICNI ��\ V A V A 43 FS 2082 1� 2 YSB " V W � .8 TI'QN AREA � .9' � v � y V A V � `I, ,A \ V Av � y \ \INSTALL,'�{ - L .� _ L _l.: S .. V ) J \ r ' A y\ v A \`dV` 6FIANA�6ARAINv -r 1 ' � � - - - - _ -• �,- �v 209 4 v v� --rT - -r` , --�, - 2�t' SISb, FG 7 " v • - AL�� "T? -9% -.,. l V ! HT �l.O FG 3 _� v 208:6 �'� ' TG 6A' V ._- , MAX, •EXR%�DSED °' �,, \ \ \� � \ \ 'ND PARKING FIRE T ,- 1 ESr2O8.D _: _. -_,_ �. _ _ -,1, -� [__._. _ EASEMENTS OF RECORD \� A 4 ..�„ % -�„ �.-� 7E,.2�7.6 � _ - -C � LANE" SIGN SAN DIEGO COUNTY HOLDER OF AN EASEMENT \ \ ❑1 FRO COUNTY HIGHWAY PURPOSES RECORDED ✓ - - -- - -�- L a MAY A 1948, DOCUMENT N0. 44510, OFFICIAL RECORDS. , 1 STATE OF CALIFORNIA HOLDER OF CONVEYANCE FOR \ 1 v 0 6 ❑2 FREEWAY PURPOSES RELINOUISHES ALL ABUTTER' RIGHTSI` RECORDED NOVEMBER 30, 1961, DOCUMENT NO. 1961 - 207222, uFF11,1AL RECORDS. .- '`;> o `' '' FB A.'. I STEP - _:� _ - ` - -= - -- = =\ \, LILLIAN L. WILCOX HOLDER OF AN EASEMENT FOR \ A \ \ - - -- - -- --- - -- - -- -- = t -� -- - "� - 7`- ❑3 PUBLIC ROADWAY PURPOSES, RECORDED Av v -- .:��`. __ __ ___________ -- _ , -- - 7 SEPTEMBER 11, 1946, DOCUMENT NO. 97441. OFFICIAL RECORDS. Y(_ A,..._, a A 1� VA\ __OB6 6 " ;2Q7,4 \ / yv , v i FG R: 1 { 1 \ l� 1 \ `\\ \ \ \ \ �, Q \ \ rnsr,12 "7wID� \ CBI � � EASEMENTS - PROPOSED 1. a t G LT(tIT 1 \-l. all q a 1 {' \ y 1 PUBLIC EASEMENT FOR PRIVATE �:, STREETS AND EMERGENCY VEHICLE ACCESS �\, \\ '\ �� V y �''.� � �� -._ � � F6 3 ��� � .,, "� v„ plus 7 �TG`�•g• TO THE CITY OF ENCINITAS PER MAP \ �� \l \ \, �♦ ` .- ` � ; . ` \ 5. M FENCE ER 2 EMERGENCY VEHICLE ACCESS EASEMENT \ \ t\ \\ \ X TO THE CITY OF ENCINITAS PER MAP Y581 v y A v �� r �A\ © WATERLINE EASEMENT TO THE SAN V \\ \_../ \. y # 35 R :e I \ V ` �`� 6\\\, y. 20Jd _ DIEGUITO WATER DISTRICT PER MAP - \ \ `,♦ FG 208.E IF \_ \ 8' PVi PIPE. @ 0:41 7 6 \ \ \ 0 \ 1, \ \ \ PG 207:0 * \ \ \ . ' �-�-�--� INSTAL 8" - 5.- \ \ F6 7 PRIVATE DRAINAGE EASEMENT TO THE 7 \\ \ \ \ ;'`1' `.tv PVCC PIPE r \ \ \ ®HOMEOWNERS ASSOCIATION PER MAP ` - - ITyP! \ © PRIVATE OPEN SPACE EASEMENT FOA =- ----- -�- t'� -� - - -- -- -- -- - - -- - - -' �\- ` STORMWATER TREATMENT PURPOSES TO THE \ \, \ ♦ HOMEOWNERS ASSOCIATION PER MAP �`\ \\ �\ \ \\ FG 0 , FG 208.3 r \ \ \ \ \ \ \ \ EASEMENT FOR PUBLIC SEWER AND ACCESS ��E �gT�IJ FG 208.7\ \ \ \ \\ \\\ \ ; \\ ` \ FS``2094 GRANTED TO THE CITY OF ENCINITAS PER d Xj MAP R - \\ \\ \ \.\ 1 A \A A` \ \ \ I 1 wAv �� �� v \ \ ` V \• .! FG207.0 ,xy Aiv Vw vA: r?08: \- n RY58 �, A AQ vpm P)' NOTE ALL ROADWAYS SHALL A MININAAN 24 FEE IN ti �\ \\ ? iri 115 v A v \ A ` �' ( ' v v v A 1 \ WIDTH OtffaING CONSTRUCTION AND MAINTAINED FREE AND ' CLEAR INCLUDING TIE PARKING OF VEHICLES, IN ACCORDANCE L ), \ WITH THE FIRE COGS AAO THE ENCINITAS FIRE DEPARTMENT � i � \ , \ \ - \ ♦ I ' FT .7 \ \ 4 \ \ a NOTE PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION \ \ \ \ \ \ \ FG 208.3 \ MATERIALS TO THE PROJECT SITE, ALL OF THE FOLLOWING �\'.� \ CONDITIONS SHALL BE COMPLETED TO THE SATISFACTINV \ \ \ �� 1 urn \\ \ \ \ \ \ OF THE ENCINITAS FIRE DEPARTMENT' \ , \ OUT : -��_��A_��� \ : \ - : L - - - INSTALL C MASONRY O FG 208.7 t 4" PVC PIPE @ 0.5% MIN 1. ALL NET AND DRY UTILITIES MALL � INSTALLED AND \ 2 - -�� ✓o � • � , T(, 2082 TG ZOB:6 � WALL SDRSD � �- APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT \ \ \ \ \ x OR AGENCY. \ \ \ti \ \ \ \\ ,5 , ' \ �`\ IE 207 2 t \ BE 207.4 FG 208 7 r 2. AS A MINI" THE FIRST LIFT OF ASPHALT PAVING SHALL \ \ n _ FS 209.4 TO 208.6 BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER \ \ , , \\ \ `� \ \ 1 ' , \ `. ______' ==__ _ _ _ - IE 20 Sl1AFACE FOR EMERtENCY VEHICLES. AND ACCEPTED BY TNHE ENCINITAASS FIRE DEPARTMENTRA� \ \ `�V��1� \•, \\ u 1c;� APPLICABLE WATER DISTRICT. THIS INCLU)ES ALL FIRE IN HYDRANTS THAT ARE TO BE RELOCATED. ,1 1. ALL EXISTING STRUCTIAES ON SITE ARE TO BE DEMOLISHED 2. EXISTING UTILITIES SHOWN PER BEST AVAILABLE RECORDS. ACTUAL FIELD CONDITIONS MAY VARY \ \ A\ \\ \ 3. id0 PARTING FIRE LANE" SIGNS SHALL BE INSTALLED ON BOTH SIDES OF ROAD AT TUPMROLAD FOR MINIMUM OF 30FT FROM MACKINNON AVE 4. ALL STORM GRAIN CONSTRUCTED AT 1% OR FLATTER SHALL 'A \ BE VERIFIED BY PR&ECT ENGINEER. 5. ALL RETAINING WALLS SHALL BE CONSTRUCTED OF TEXTLF ED MASONRY BLOCK SIGH AS SPLIT- -FACED BLOCK. THE WALL MATERIAL, INCLUDING ANY EXPOSED MORTAR OR GROUT. SHALL BE COLORED SIMILARLY TO THE NATURAL SOIL ON THE SITE. 5. ANY PROPOSED CONCRETE DRAINAGE DEVICES (CATCH BASINS SWALES ETCJ SHALL BE CONSTRUCTED OF CONCRETE COLOI ED SIMILARLY TO THE NATURAL SOIL ON THE SITE. CHANGE NO.1 DESCRIPTION HAM CALCULATION 68055 LOT AREA �AtJ co uoAt % TOTAL AREA EXEMPT FROM MANA CALCULATION TOTAL LANDSCAPE AREA APPROVED DATE I E SIL InF4rGTPTTnN- =54,655 5F = 51,631 5P 42.4x0b2x3,024 = 60,432 ETO ENCHMARK PT. 1047 CADT 11 -DC OF THE NE ABUTMENT OF 7HHEv HORIZONTAL: 1"=10' MACKINNON AVE BRIDGE OVER 15 VERTICAL: N/A CORD FROM'_ROS 18416 EVATION°' Z31.691' TUM: NAVD88 TC � FG 208.7 G 210.7 N89- 55 STE 2822 6' f` TW@FG 210.7 210.7 ! d7 TWBFG 210.7 TW 216.7 BW@FG 209.0 TW 216.7 BW@FG 210.7 208.3 ' liW@FG,20B.7 P BW@FG 210.0 TWWG 212.0 G 210 7 i INSTALL C -4 MASONRY TW@FG 211.0 1 Blai@FG 200.7 " ✓ RET WALL PER SDRSO � p BW@FG 210.7 of ''BRA$ B <f MAX HT = 2.4' A DISCI STAMPED LS M37 � C&kvAow &4C* 14 0-fif NO GRAD � J ( � \ i � \ 1 �=-� C�HMOa R4FR RI- �FN��1ES SI�AtL �� CoaSie�(,"tA'1, m At TALI M TWE F141 ?10ilE of tfcSIDCA_T%AL vNqS I� j ANt� No Lv�TtR ?HAr1 "ntE f1pT>} �ES1pEAi�gl. gal'( r r � I AS -BUILT UtglbNtU �.: ur+aTw�N er: uHtuKtu tl.: ENGINEERING DIVISION APPROVALS PLANS PR RED UNDER SUPERVISION OF RE NDED: APPROVED' DATE.' R.C.E. NO.: 71651 ����C�[ RDOLINO DATE `� OWENS Srt� 5 ?�•�ti \ - - -- BRIG ICHAEL DOLING EXP.: 12 -31 -17 1111i SENIOR ENGINEER DATE 1/71 17 DATE 171- ; / I) ('r TW 216.7 TW@FG 212.5 BW@FG 210.7 INSTALL C -1 MASONRY RET WALL PER SDRSD MAX HT = 5.5' 2 , 7- / FIRE/LANE" b 211 4' _ q PER TG 211.4 Fi3, ED 24 ii IE 2093 INSTALL 314" IF 6 S " +- BD LS 8537 (TYP) TW@FG 211.5 ii Bw@FG 209.0 0 5E MIN P) Shy ;� TG 211A BE 210A r tii I CONSTRUCT TYPE C -3 MASONRY RETAINING WALL MAX HEIGHT= 2.5' II ii FG 212.0 - b 1'59 \ii \ TW@F 211.5 ii TGi211.4 f - -�r .0 iii IE�210b i \ ' I will pm TW@FG �213b ITW@FG 213.8 v BW@FG 909.0 BW@FG 211.5 f d GRAPHIC SCALE 1 " =10' t r j 1 I 0 10 20 30 POFESSIONe _Q No. 71651 Exp. 12/31/17 PASCO LARET SUITER' & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 Forth Highway 101, Ste A. SoRana Beach, CA 92 ®75 ph 858.259.8212 1 ffx 858,259.4812 1 plaaemmgiuneeaing °e®mm � CITY 07 ENCINITAS - PUBLIC WORKS DEPARTMENT AN FOR: 1412 MACIUNNON AVE NEW POINTE INVESTMENT 37, LLC APN: 182 -17 ISE NO. ° 14 -111 TbOB/OR/CDP/EIA/PRO DRAWING NO. 13122 -G SHEET 3 OF -7 PLEA 1950 F PALEONTOLOGICAL RESOURCES NOTES: 1. THE PMECT APPLICANT SHALL RETAIN THE ESERVICES OF A QUALIFIED PALEONTOLOGIST. A QUALIFIED PALEONTOLOGIST IS DEFINED AS AN INDIVIDUAL HAVING AN M.S. OR PH.O. DEGREE IN PALEONTOLOGY OR GEOLOGY, AND WHO IS A RECOGNIZED EXPERT IN THE IDENTIFICATION OF FOSSIL MATERIALS AND THE APPLICATION OF PALEONTOLOGICAL RECOVERY PROCEDLIFES AND TECHNIQUES. A PALEONTOLOGICAL MONITOR IS DEFINED AS AN INDIVIDUAL HAVING EXPERIENCE 8 IN THE COLLECTION AND SALVAGE OF FOSSIL MATERIALS. THE PALEONTOLOGICk MONITOR SHALL WORK LNOER TIE 90 DIRECTION OF A QUALIFIED PALEONTOLOGIST. ---5 -E PROJECT PRE-OGNSTRUCTION MEETING TO CONSULT WITH 77-E GRADING TWWG 11. E�ISTJNG 2- IRON PIPE 2. THE QUALIFIED PALEONTOLOGIST SHALL ATTEND 77 Affl2ftif" I EX POWER POLE TO BE 17ESTROYED O[FING AND EXCAVATION CONTRACTORS CONCERNING TIE GRADING PLAN AND PALEONTOLOGICAL FIELD TECHNIQUES. shed IED 3. THE QUALIFIED PALEONTOLOGIST OR PALEONTOLOGICAL MONITOR SHALL BE ON SITE ON A RLL-TIME BASIS DURING THE TO BE REMOIB BWWG 11,19" 5' MAX WOOD FENCE PE 3 TRUCT LM WO ONS THE TIRN- 0 REPLACE ISTUI PORTI OF UNDERLYING VERY OLD PAPALIC DEPOSITS. IF 77-E TWIG 0 MONITOR ASCERTAINS THAT THE NOTED F094ATIONS ARE NOT "'LlAiDWAPE, AFN=48"l TWIFG 21 TW@FS 211. TWFG 214.5 .0 TWjFG 21r, 117RT 1P TCONS ORIG114AL CUTTING OF PREVIOUSLY 0 QUALIFIED PALEONTOLOGIST OR PALEONTOLOGICOIL TWFG FOSSIL -BEARS G. THE QUALIFIED PALEONTOLOGIST SHALL HAVE THE AUTHORITY TO TERMINATE THE MONITORING PROGRAM. BWFG 209.0 2 OWNSIRS ��15.0 �BWIIFG 216.1 ME PALEONTOLOGIST OR PALEONTOLOGICAL .0 m 4. IF FOSSILS ARE DISCOVERED, RECOVERY SHALL BE 0 TED BY THE QUALIFIED PALEON Tmm GmE FO AIL 5B., MONITOR. IN MOST CASEE� FOSSIL SALVAGE CAN BE GOWLETED IN A SHORT PERIOD OF SALVAGE AL S F -NS (SUCH AS A COWLETE LARGE KAWAL SKELETON) MAY REQUIRE AN EXTENDED PERIOD. IN TfESE x SPECIME .3 I DIVERT, OR HALT GRADING TO ALLOW RECOVERY OF FOSSIL REMAINS IN A TIMELY MANNER. z 30'1 42 IF SUa%WACE BONES OR OTHER POTENTIAL FOSSILS ARE FOUND ANYWHERE WITHIN TW PFKhECT SITE BY CONSTRUCTION L�4 --iL 2117 FL 214 211. L INSTANCE THE PALEONTOLOGIST (OR PALEONTOLOGICAL MONITOR) SHALL HAVE THE AUTHORITY TO T041WRILY DIRECT, . . . . . . TWWG p .0 FIG 212.0 ------ - 5 PERSONNEL IN THE ABSENCE OF A QUALIFIED PALEONTOLOGIST OR PALEONTOLOGICAL MONITOR THE QUALIFIED �Bh�FG 20 -ACATIONS FIG 212.0 5� i -I i 1� I 214�, ! I/ I PALEONTOLOGIST SHALL BE NOTIFIED IMMEDIATELY TO ASSESS THEIR SIGNIFICANCE AND MAKE FURTHER RECONIIE N. 6. FOSSIL REMAINS COLLECTED DURING MONITORING AND SALVAGE SHALL BE CLEANED, SORTED. AAD CATALOGUED. PREPARED -FS, FOSSILS, ALONG WITH COPIES OF ALL PERTINENT FIELD NOTES, PHOTOS AA() M4PS. SHALL BE DEPOSITED (AS A Is PALEONTOLOGICAL COLLECTIONS SUCH AS THE SAN DIEGO 101S 2121.0 FIG .0 3.6 FIG 215. F19,215.0 215.0 Shed DONATION) IN A SCIENTIFIC INSTITUTION WITH PERMANENT PALE TOLOGI NATURAL HISTORY MUSEUM. - --- --- t -FECTION FOR GRADING PERMIT A FINAL SUMMARY REPORT OUTLINING THE RESULTS OF THE 7. PRIOR TO FINAL DIS THE 42 FG 215.0 0 MITIGATION PROGRAM SHALL BE PREPARED BY THE QUALIFIED PALEONTOLOGIST AND SLUMITTED TO THE PLANNING AND OG (TYP) 212.0 -E METHODS USED UL ku BL11LD1NG DEPARTMENT FOR CONCUFFENCE. THIS REPORT SHALL INCLUDE DISCUSSIONS OF 77 STRATIGR4PHIC SECTION (S) EXPOSED, FOSSILS COLLECTED, AND SIGNIFICANCE OF RECOVERED FOSSILS, AS WELL AS 214 9 214.0 FF=2'15,.7 APPROPP14TE MAPS. FL 21 0 WT i J� #=2127 PAD-4Z5.0 ?f� 7 CONS T TYPE C-3 PAD=2120 DEEPENED AM Fs m.8-- MA RETAINING WALL =UNff MAX GHT = 2.5' FOOTING PLAN. 1-W HAZARDOUS MATERIALS NOTES: RAN. FG 215.0 F n 21J2 FG 212.0 WALL PER SORSO C-3 1. PRIOR TO GRADING PERMIT ISSUANCE THE PROJECT APPLICANT SHALL DEMONSTRATE THAT A QUALIFIED COWLLTANT HAS MAX RET HT=2.5' 3 V PROPERTY BEEN RETAINED TO EAGL13E IMPLEMENTATION OF ALL APPLICABLE PROVISIONS CONTAINED IN 77-E REVISED PROPER HP 214-9 MITIGATION PLAN (LEIGHTON AND ASSOCIATES, 4113115). THE PROLECT APPLICANT SHALL BE RESPONSIBLE FOR .6 211.5 1 1 1 SYSURING ALL APPLICABLE PROVISIONS OF THE REVISED PROPERTY MITIGATION PLAN ARE IMPLEMENTED TO THE BWG 209.0 FS 215.7 4- FCC WALK (Typ) SATISFACTION OF THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMKENTAL 1 215.0 -RMIT THE Re 314" IP & 10' SYS6 2. PRIOR TO BUILDING PER41T ISSUANCE AND FINAL INSPECTION OF ROUGH FOR THE GRADING PE Ba L 8537 (TYP) PR0,ECT PROPONENT SHALL PREPARE AND SL19MIT A R31EDIATION SLWARY REPORT AND CLOSURE REQUEST TO THE SAN 3r Y FS 212.7 214.2 DIEGO COUNTY OEH VOLUNTARY ASSISTANCE PROGRAM AND ENCINITAS PLANNING AM BUILDING DEPARTMENT FOR REVIEW , 1 1 1 AND APPROVAL. THE SLWRY REPORT SHALL INCLUEIE THE LOCATION OF CONTAMDVANTZ EXCAVATED SOIL, AND ANY 1E 209 1 , - I ON-SI7E DISPOSAL OF CONTAMINOITED SOILS ON CROSS-SECTION AND PLAN VIEW FIGLFES. THE SLWRY REPORT SHALL 4" PCC WALK (Typ) FIG 212.0 4A ?_B� 0 ALSO INCLUDE A DISCUSSION OF REMEDIATION ACTIVITIES AND ANY DEVIATIONS FROM THE APPROVED WOW PLAN. FL 21 FS 212.4 2.0 "CLOSURE LETTER' ISSUED BY THE SAN OEM COUNTY DEH TO THE ENCINITAS PLANNING AND BUILDING DEPARTMENT PRIOR TO FINAL INSPECTIOVd OF ROUGH GRADING FOR THE GRADING PEFMfIT, THE R�FiOECT PROPONENT SHALL SU9MfIT A PERVIOUS PAVERS PER LANDSCAPE PERI TPUS PAVERS AND PLEILIC WORKS DEPARTMENT. Frr;� OR EQUIVALENT 213.7 FEW FL 214.6 OR ti 0IVAWT HP 212 2102 Ilk' 213 , E-214 :TJ4 WING FIRE f ?10.2 L 216) SIGN F5,211.8- 1�7 Ad X L DEt. :J: I T-1 --"- - I - -F SEWER 944IOLE -i -j- E, I T PER 13122-1 -T- q"i T- f STAMPED LS 8537 ra C-14A FIX MY APPRa4CH PER EX 12" WATER M41N- ...... 13122-1 W Lu m M-- m Lu 97 IF FS 6" NA TER MAIN cn PER 13122-1 T I,- LA s, �214-4 s 4-4 2 ju P VERS W PERVIOUS: PARK IE 2114 7� ran FL W 2f4.7 IGN A 4" POC'MAL GF 2122 a NOTES' 213.0 -20115 -6 1 CD L�gx, K -,?TW) FL TWG 215.0 SWG 213.0 REMOVE AND REPLACE COVENANT HOLDING CITY HARMLESS FOR 17RAINAGE PER BW8FG 212.0 B" SEWER MAIN PER 13122-1 Doc z_r1EmaA14v( TAILL,TYPE '130 TO 214B REC Ow D-2 = / / - -11 / FG TG 211A 1E 2132 01 --1 A ... 29,6 STORIWATER AW�TEAWNGE AGREEMENT PER FS 215.7 -f-s am.0 ------- 2#.0 aDC REC 4A-&-Lj-- IF ---- -- AiEm- 107.53 -- E I ii X 209.3 le-mt.i FET. WALL PER SORSO C-3 'S 208.7 ' FS 212.7 INSTALL 314" IS MAX. RET HT=3.0' BD LS 7 I I Ill I EX B" SEWER MAIN FS 215.7 TW@FG 211.5 ii INSTALL C-2 MASONRY Bh1eFG 209.0 RET WALL PER SORSO 4- PVC P FE 0.5% MIN (TYP) 24" MV HT = 4.8' 4" PVC PIPE @ 0.5% MIN (Typ) SYSS I TS 214.8 LOT 4 / Ill FS Ima/ TNW6 219A�l TG 211A IE 213.3 LOTS :FS RW-,6, FF=21;L-7 mild ;N2 PER OUS "a TG 214B vil 'PAY 4S... PADmVaL0 2, 77 CONSTRUCT TYPE C-3 iE 21-0.4 PAD 120 E E FF=215.7 PLAN. 13.q I-C \ , pm.- IE 2 SYSS 24f� SMY RETAINING WALL HEIGHT= 2.5' ko Aft i LSD% 3'S PUBLIC IMPROVEMENTS )C;A1 I ot-A EX SEWER MAMO-E\ FIG 215.0 WNRERONFOR 208 4 TG 214.8 --FS--2OffF GV >' FG 12.0 -- -7-7 FIG 212.0 r1E 213.4 FS 215.0 1 REFERENCE 01`IIIiEY. SEE 13122-1 16 SYSS L W W W W TO 214.8 211.5 76 211.4 Ts 210.8 M. t> 11A TG 211.4 1E 213Z PROPOSED 2" IRON az cc ZE 210. [IE-2-b.5 PIPE W1 BRASS ------------ ------------- y DISK STAWED r.Y O-r 210,8 LS 8537 30' GRAPHIC SCALE 1"=10' F!1111111II NEIIIII F- TWG i� 21�0 TW6 216.5 11 Ir-i mAsowy F BWG ThWG 216.& 7WG ?,I �6 INSTALL 219 FIG 211.5 215.0 0 0 10 20 30 BN1 211b RET WALL PER SORSO V BW@FG 215 .0, -W HT 5.5' 215 X - ESS.TO 19 r"If"CL 4 "r PASCO LARET SUITER ----------------- 'mr No. 65 775 rn 71 C) rn & ASSOCIATES Exp. 12/31/17 4 CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING CIVIL� 535 North Highway 10k, Ste A, Solana Beach, CA 92075 HYDRANT sic, OF CA ph 05&259.8212 fx 858.259.4912 plamen&eering.com TWO 216 BW 216 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS-BUILT , rLb19NrL) UY: UHAWN bY: 1 UHtU= EJY:- ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. WA I I JMA A S- 9011XS DESCRIPTION. PT, 1047 CADT 11-DC- PLANS PREPARED UNDER SUPERVISION OF REGO NDED. • APPROVED. GRADING PLAN FOR. LOCATION' IN SIDEWALK OVER THE SE END OF THE NE ABUTMENT OF THE HORIZONTAL: I DATE: '7-Zj-Ij S ON 1412 MAC)ONNON AVE 13122-G MACKINNON AVE BRIDGE OVER 15 BR IN MICHA ARDOLINO DATE JES OWENS NEW POINTE INVESTMENT 37, LLC RECORD FROM' ROS 18416 VERTICAL: NIA 0 --- R.C.E. No.: 71651 APN: 260-182-17 231.691' (1k -s ELEVATION r4A-Fl A fWT 12-31-17 - - ----- 11 - ---------------- JDATtN. NAVD88 EXP.* DATE _j_L DATE 7-31 14-111 TMEBIDRIGOPIElAIPRD SHEET 4 OF 7 a REVIEWER I SENIOR ENGINEER I 1 :7 th- PLAWING CASE NO. I PLEA 19bU f x DSTALL IPR S E AFOM DETAIL THIS SHEET_1 \ a .tic A � y t � A Qu ;e + s -'s ♦ s r .i \�7 INSTALL SILT FEMF ALONG *'4� A� \\ PER DETAIL THIS GRADING \ DETAIL 1HIS 5 PER DETAIL THIS SKEET "� � _�. vA V A v --------------- RUNOFF TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GAP BETWEEN BAGS ACTS AS SPILLWAY DETAIL B: GRAVEL BAGS DESILTM NOTE: NOT TO SCALE 1. SET POSTS AND EXCAVATE A 9?:AP - ''mss FEWi 6 T^ 4 BY 4 IN (10 BY 10 CM) � _ � �� THE PROPOSED ALAS DEDICATED FOR BIO�7ENTIOV BASIN SHALL BE USED AS SILTING **+� "+ ;S. BASINS DURING COAGTFUCTION. TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. ADJACENT PROPERTY DISTURBANCE NOTE ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN ThE APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER �1 MIST BE OBTAINED AND SUBMITTED TO 7-E CITY PRIOR TO START OF ANY SUCH WOW. ANY DISTLRSANCE ON TFE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROlM FOR A STOP -WORT( TO BE ISSUED FOR THE PROJECT UNTIL 7FE REOUDED PERMISSION IS OBTAINED. AODITIOVAL N07ES i. EROSION CONTOL MEASLFES (E.G. BONDED FIBER MATRIX VEGETATIVE COVER JUTE -� 4 IN (10 CM) MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. L�ul •' SEDIMENT CONTROL MEASURES (E.G. SILT FENCING FIBER RILLS GRAVEL BAGS) MUST BE ° ° �' WIDTH AS REQUIRED IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BAP `E ° d • TO ACCOMODATE 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE MUST ALSO BE FOLLOWED TO ENSU':E NO CONTACT OF RADNVAIER WITH MATERIALS THAT Z ° • 4 ° • ANTICIPATED TED TRAFFIC THE WIRE FENCE AND EXTEND IT EXCA VA TED SOIL. MAY CONTRIBUTE TO WATER DUALITY DEGRADATION DOWNSTREAM (E.G. COVCRETE OR GRAPHIC SCALE i"=20' 3/4" MIN COARSE INTO THE TRENCH. STUCCO WASHOUT AREAS; COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS PLACEMENT H ° • ° ° • •° AGGREGATE OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. Y . ® FILTER I 2. ND DIRECTLY CONNECTED IAPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. OCIA 0 20 40 60 44V FABRIC I I I I AEANIS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF, QOFESSI'0 A4 ORIGINAL I� I ROOF DRAIN DRIVEWAY, AND STREET. GRADE IIII II� I I FILTER FABRIC fir( �ZGHAE( 4901 � ° 3- ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GIIIDFLiNES FOR FUTURE o PA.iCO LARET BUNTER 19' RADIUS A ° ° ° ° e • / ✓- II %✓ _WIRE — SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. TFESE GUIMLINES ARE AVAILABLE AT CITY �w� �r� ` MIN. •d ° ° ° ---� s- ' HALL (505 S. VULCAN AVE, ENCINITAS CA 92024) AND ARE APPROVED AS PER PC RES. w m No. 71651 o rrn 20' MIN 2006-27. 2 ^' ® 8t I�JJ ®�i�ATEcJ Exp. 12/31/17 � CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 1.1 MIN.. UNLESS OTHERWISE SILT FENCE CIVIL 535 North Highway RO, Ste A, Salaam Beach, (CA 52075 DETAIL A: CONS TR UMON ENTRANCE SPECIFIED BY A SOILS ENGINEER DETAIL Q �i 4� OF vl\ 1 ph 858.259,8212 I ffa 858.259,4832 I pEsmennSinneerinn6x®nmm NOT TO SCALE SECTION A -A NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS —BUILT rRG ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION.' _ PT. 1047 CADT 11 -DC PL -ANS: PREPARED UNDER SUPERVISION OF RECgMMEENND,ED.• APPROVED: GRADING PLAN FOR: LOCATION IN SIDEWALK OVER THE SE END �3 ,' 1412 IVIACl4NNON AVE OF THE NE ABUTMENT -OF ThE HORIZONTAL' 1 " =20' w•t f' DATE.• �•�' •1 'I -- MACKINNON AVE BRIDGE OVER 25 JESSE OWENS 13122 -G RECORD FROM• _FM 18416 VERTICAL: _N /A B AN AEL ARDOLINO DATE R.C.E. MO•: 71651 NEW POINTER INVESTMENT 3T, LIB'. ELEVATION.' 231.691' 51MJ S i� �q 6RI L RDOLINO 12 -31 -17 i e4PN: 2�0- 1$2 ®17 DATUM' .NAVp VIEWER SENIOR ENGINEER EXP.: DATE �71_�1> _ DATE____%3� 1- PLANNING CASE N0: 14 -111 TMOSIDR/COP/EIA/PRD SHEET 5 ®F PLSA 1950 F �" L 44 it . NOTE: CONTRACTOR TO MOOIFIY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE LEGEND HATCHED AREA REPRESENTS HYDROSEEOING " HATCHED AREA REPRESENTS CONSTRUCTION ENTRANCE PER DETAIL A ' GRAVEL BAGS PER DETAIL B 000000000 SILT FENCE PER DETAIL C —X—X- \ r vA V A v --------------- RUNOFF TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GAP BETWEEN BAGS ACTS AS SPILLWAY DETAIL B: GRAVEL BAGS DESILTM NOTE: NOT TO SCALE 1. SET POSTS AND EXCAVATE A 9?:AP - ''mss FEWi 6 T^ 4 BY 4 IN (10 BY 10 CM) � _ � �� THE PROPOSED ALAS DEDICATED FOR BIO�7ENTIOV BASIN SHALL BE USED AS SILTING **+� "+ ;S. BASINS DURING COAGTFUCTION. TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. ADJACENT PROPERTY DISTURBANCE NOTE ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN ThE APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER �1 MIST BE OBTAINED AND SUBMITTED TO 7-E CITY PRIOR TO START OF ANY SUCH WOW. ANY DISTLRSANCE ON TFE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROlM FOR A STOP -WORT( TO BE ISSUED FOR THE PROJECT UNTIL 7FE REOUDED PERMISSION IS OBTAINED. AODITIOVAL N07ES i. EROSION CONTOL MEASLFES (E.G. BONDED FIBER MATRIX VEGETATIVE COVER JUTE -� 4 IN (10 CM) MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. L�ul •' SEDIMENT CONTROL MEASURES (E.G. SILT FENCING FIBER RILLS GRAVEL BAGS) MUST BE ° ° �' WIDTH AS REQUIRED IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BAP `E ° d • TO ACCOMODATE 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE MUST ALSO BE FOLLOWED TO ENSU':E NO CONTACT OF RADNVAIER WITH MATERIALS THAT Z ° • 4 ° • ANTICIPATED TED TRAFFIC THE WIRE FENCE AND EXTEND IT EXCA VA TED SOIL. MAY CONTRIBUTE TO WATER DUALITY DEGRADATION DOWNSTREAM (E.G. COVCRETE OR GRAPHIC SCALE i"=20' 3/4" MIN COARSE INTO THE TRENCH. STUCCO WASHOUT AREAS; COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS PLACEMENT H ° • ° ° • •° AGGREGATE OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. Y . ® FILTER I 2. ND DIRECTLY CONNECTED IAPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. OCIA 0 20 40 60 44V FABRIC I I I I AEANIS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF, QOFESSI'0 A4 ORIGINAL I� I ROOF DRAIN DRIVEWAY, AND STREET. GRADE IIII II� I I FILTER FABRIC fir( �ZGHAE( 4901 � ° 3- ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GIIIDFLiNES FOR FUTURE o PA.iCO LARET BUNTER 19' RADIUS A ° ° ° ° e • / ✓- II %✓ _WIRE — SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. TFESE GUIMLINES ARE AVAILABLE AT CITY �w� �r� ` MIN. •d ° ° ° ---� s- ' HALL (505 S. VULCAN AVE, ENCINITAS CA 92024) AND ARE APPROVED AS PER PC RES. w m No. 71651 o rrn 20' MIN 2006-27. 2 ^' ® 8t I�JJ ®�i�ATEcJ Exp. 12/31/17 � CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 1.1 MIN.. UNLESS OTHERWISE SILT FENCE CIVIL 535 North Highway RO, Ste A, Salaam Beach, (CA 52075 DETAIL A: CONS TR UMON ENTRANCE SPECIFIED BY A SOILS ENGINEER DETAIL Q �i 4� OF vl\ 1 ph 858.259,8212 I ffa 858.259,4832 I pEsmennSinneerinn6x®nmm NOT TO SCALE SECTION A -A NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS —BUILT rRG ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION.' _ PT. 1047 CADT 11 -DC PL -ANS: PREPARED UNDER SUPERVISION OF RECgMMEENND,ED.• APPROVED: GRADING PLAN FOR: LOCATION IN SIDEWALK OVER THE SE END �3 ,' 1412 IVIACl4NNON AVE OF THE NE ABUTMENT -OF ThE HORIZONTAL' 1 " =20' w•t f' DATE.• �•�' •1 'I -- MACKINNON AVE BRIDGE OVER 25 JESSE OWENS 13122 -G RECORD FROM• _FM 18416 VERTICAL: _N /A B AN AEL ARDOLINO DATE R.C.E. MO•: 71651 NEW POINTER INVESTMENT 3T, LIB'. ELEVATION.' 231.691' 51MJ S i� �q 6RI L RDOLINO 12 -31 -17 i e4PN: 2�0- 1$2 ®17 DATUM' .NAVp VIEWER SENIOR ENGINEER EXP.: DATE �71_�1> _ DATE____%3� 1- PLANNING CASE N0: 14 -111 TMOSIDR/COP/EIA/PRD SHEET 5 ®F PLSA 1950 F �" L 44 it . NOTE: CONTRACTOR TO MOOIFIY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE LEGEND HATCHED AREA REPRESENTS HYDROSEEOING " HATCHED AREA REPRESENTS CONSTRUCTION ENTRANCE PER DETAIL A ' GRAVEL BAGS PER DETAIL B 000000000 SILT FENCE PER DETAIL C —X—X- KIL:N�- TO BE IRRIGATION LEGEND 2098 AFN rV DESCRIPTION APPROVED 212.1 AFN M4" .......... ... . .... ..................... SCALE T SYMBOL .................................... ............................... ....... I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT . ......... .......... ............... .. JHU 2075 11A 113 112 F DESCRIPTION MANUFACTURER/MODEL RAD FS 1/4 1L3 1/2 F DETAIL -).1 -15 . . . . . . . . . ..... ........ . . . . . . . . . . . . ........... ...... LOT I PLAN W PREPARED UNDER, SUPERVISION OF DATE: 7/26/17 k R.L.A. NO.: 3058 j '0- UETR71DETTI j EXP.: 9/30/18 WT2 WAMT14-9 . ... .. AL74 FF-0&7 7 9 HUNTER / RZWS-18-25-CV TREE BUBBLER N/A 30 --- 0.25 G / SHT. L-9 1-%SMRY I-W 21J2 HUNTER / MSBN-25Q MULTI- STREAM BUBBLER N/A 30 0.25 --- --- 3 / SHT. L-7 I S aw 's-1k -yex SHEET 6 OF 71 ............................ DRIPPER LINE 18" NETAFIM / TLCV6-1810 N/A 7 -70 0.61 D & I / SHT. L-9 SPACING HUNTER PLD HUNTER / PLD-06-12-100 N/A 15-50 0.60 A SHT. L-11 SYMBOL DESCRIPTION MANUFACTURER/MODEL REMARKS DETAIL 1" EX. WATER METER VERIFY SIZE IN FIELD BACKFILOW PREVENTOR FEBCO / 825YA-1.25 W/ PVR-1 INSTALL PER DISTRICT STANDARDS K SHT. L-9 f6ffl LIQUID FERTILIZATION TANK EZ-FLO EZ001-CX W/ CBV-125 (BALL VALVE) INSTALL PER DETAIL A SHT. L-10 =:3 AUTOMATIC CONTROLLER HUNTER IC-1801-PL INDOOR WALL MOUNT CONTROLLER INSTALL IN THE GARAGE J SHT. L-9 M0 ET SENSOR HUNTER SOLAR SYNC INSTALL (1) PER MANUF. RECOMM, LE] HIGH FLOW SHUTOFF DEVICE HUNTER FLOW-CLIK-FCT-158 INSTALL (1) PER MANUF. RECOMM, @ HOSE BIB CHAMPION/ HB-2 W/ VBH 3/4" SIZE MOUNT ON WOOD POST C SHT. L-9 BALL VALVE KING BROG. B.T.U. INLINE SIZE\ BLOCKED TRUE UNION F SHT. L-9 VALVE BOX CARSON 1320 B-13 OR EQUAL SEE SPEC. REMOTE CONTROL VALVE HUNTER /PGV-XXXG-FS SERIES SIZE AS SHOWN DRIP REMOTE CONTROL VALVE HUNTER /PGV-XXXG-FS SERIES SIZE AS SHOWN B SHT. L-9 DRIP PRESSURE REGULATOR NETIFIM PRV-075HF35V2K INSTALL PER DETAIL DRIP SCREEN FILTER NETIFIM TF075918-1 OOCV INSTALL PER DETAIL ■ DRIP LATERAL END FLUSH NETIFIM T-FV-1 INSTALL PER DETAIL ... SHT. L-9 0 DRIP /LATERAL CONNECTION NETAFIM /TL050MA, MTP FITTINGS FOR CONNECTION BETWEEN PVC LATERAL HEADER LINES AND DRIP TUBING CONTROL WIRE -14 GAUGE PAIGE / #14 GAUGE SEE SPEC. E SHT. L-9 MAINLINE (PVC PIPE) SCH 40 FOR 1-1p' AND SMALLER 1"- 1 1/2" - SCH 40. 2"-2 1/2"+ - CLASS 315 FOR AND LARGER CLASS 315, SEE SPECS. LATERAL LINE (PVC PIPE) CLASS 200 PVC SEE SPECS. SLEEVE (PVC PIPE) SCH.80 PVC SLEEVE @ VEHICULAR PAVING 2 X OUTSIDE DIA. OF PIPE TO BE SLEEVED SCH. 40 PVC SLEEVE @ ELSEWHERE 501 210 2098 AFN rV DESCRIPTION APPROVED 212.1 AFN M4" .......... ... . .... ..................... SCALE T DESIGNED .................................... ............................... ....... I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT . ......... .......... ............... .. JHU I JHL3 I JI-13 .......... 'S -).1 -15 . . . . . . . . . ..... ........ . . . . . . . . . . . . ........... ...... LOT I PLAN W PREPARED UNDER, SUPERVISION OF DATE: 7/26/17 k R.L.A. NO.: 3058 j '0- UETR71DETTI j EXP.: 9/30/18 WT2 WAMT14-9 . ... .. AL74 FF-0&7 7 PAP-M&O AVE BRIDGE OVER 15 RECORD FROM: ROS 18416 ELEVATION: 231.691' DATUM: NAVD88 PAD-2110 1-%SMRY I-W 21J2 I 214.2 7 5s� I S aw 's-1k -yex SHEET 6 OF 71 ............................ FfEVIEWER I IN`*SPt-6-K)HI . .................. .. .. .. ... ..... .. ..... ... . . . . . ...... ... ....................... ...... . . ........ ........... .......... AFW 20-102-46 up oil Pi Z F1 MAN I U9111 E N WIL F\ n Underground Service Alert M Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 20 10 0 20 40 60 - CAUTION -: Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will inform u of whom the will notlf- 4zr%Ai U I I M I IN E 221.4 222. ,7 is is JAMES P. 13ENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE- STE. 201 760/479-0644 FAX760/479-0645 yo y • CHANGE DESCRIPTION APPROVED DATE BENCHMARK SCALE T DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. JHU I JHL3 I JI-13 'S -).1 -15 DESCRIPTION: PT. 1047 CADT 11-DC LOCATION:IN SIDEWALK OVER THE SE END OF THE NE ABUTMENT OF THE MACKINNON HORIZONTAL: 1" = X' VERTICAL: 1" X' PLAN W PREPARED UNDER, SUPERVISION OF DATE: 7/26/17 k R.L.A. NO.: 3058 j '0- UETR71DETTI j EXP.: 9/30/18 RECOMMENDED: APPROVED: 0 JASEMi�N -7LS1417 7-7/ 99 DATE DATE GRADING PLAN FOR: 1412 MACKINNON AVE NEW POINTE INVESTMENT 37, I-LC APN: 260-182-17 PLANNING CASE NO: 14-111 TMDB/DR/CDP/EIA 13122-G AVE BRIDGE OVER 15 RECORD FROM: ROS 18416 ELEVATION: 231.691' DATUM: NAVD88 BRIAN MICHAEL ARDOLINO DATE 7 5s� I S aw 's-1k -yex SHEET 6 OF 71 FfEVIEWER I IN`*SPt-6-K)HI SENIOR ENGINEER PLANT SCHEDULE - PRIVATELY MAINTAINED TREES BOTANICAL NAME COMMON NAME SIZE WUCOLS BENCHMARK CERCIS OCCIDENTALIS WESTERN REDBUD MULTI -TRUNK 24" BOX L CHECKED BY: KOELREUTERIA BIPINNATA CHINESE FLAME TREE MULTI -TRUNK 24" BOX M ' MAGNOLIA GRANDIFLORA'ST. MARY' SOUTHERN MAGNOLIA 48 "BOX RHUS LANCEA AFRICAN SUMAC MULTI -TRUNK 24" BOX L SHRUBS BOTANICAL NAME COMMON NAME SIZE WUCOLS HETEROMELES ARBUTIFOLIA TOYON 5 GAL VL 0 LAVANDULA STOECHAS SPANISH LAVENDER 1 GAL L y RHAPHIOLEPIS INDICA INDIAN HAWTHORN 5 GAL L () RHAPHIOLEPIS UMBELLATA YEDDA HAWTHORN 15 GAL L ROSA X'ICEBERG' ICEBERG ROSE 5 GAL ECTO SENIOR ENGINEER OSALVIA LEUCANTHA'SANTA BARBARA' MEXICAN BUSH SAGE 5 GAL L STRELITZIA JUNCEA NARROW- LEAFED BIRD OF PARADISE 5 GAL L SUCCULENTS BOTANICAL NAME COMMON NAME SIZE WUCOLS AEONIUM ARBOREUM 'ATROPURPUREUM' TREE AEONIUM 5 GAL L oAGAVE ATTENUATA AGAVE 5 GAL L ALOE VERA MEDICINAL ALOE 5 GAL L VINE /ESPALIER BOTANICAL NAME COMMON NAME SIZE WUCOLS CALLIANDRA HAEMATOCEPHALA PINK POWDER PUFF 5 GAL M Iry DISTICTIS BUCCINATORIA BLOOD RED TRUMPET VINE 5 GAL M dfzz > HARDENBERGIA VIOLACEA LILAC VINE 5 GAL L GROUND COVERS BOTANICAL NAME COMMON NAME SIZE WUCOLS SPACING 4 =:'::>7 CAREX PRAEGRACILIS SLENDER SEDGE 2" PLUGS L 6" o.c. , DIANELLA CAERULEA'LITTLE BECCA' TM , FESTUCA OVINA GLAUCA LANTANA MONTEVI DENSIS 'LAVENDER' i�'Ip,�0I0I �I�j,0I0i �Iwi�dlw + + + + + + + + + + + + + + + + + +++ LANTANA MONTEVIDENSIS 'NEW GOLD' LOMANDRA LONGIFOLIA'BREEZE' OSTEOSPERMUM FRUTICOSUM LAVENDER' BERKELEY SEDGE LITTLE BECCA FLAX LILY BLUE SHEEP FESCUE LAVENDER LANTANA TRAILING LANTANA DWARF MAT RUSH FREEWAY DAISY SENECIO MANDRALISCAE 'BLUE CHALK STICKS' SENECIO 1 GAL L 18" o.c. 1 GAL L 18" o.c. 1 GAL L 24" o.c. FLATS L FLATS L 1 GAL L FLATS L FLATS L 24" o.c. 24" o.c. 24" o.c. 18" o.c. I QTY 4 13 4 4 QTY 31 19 50 8 24 17 QTY 10 37 12 QTY 17 8 27 I— L f-\ I V I I I N V r L /11 V WE 1 JA WE;A:i � 20 10 ® 20 40 60 ENCINITAS, CA 92024 760/479 -0644 FAX 760/479 -0645 SCALE 1 "- 20' -0" J CHANGE DESCRIPTION APPROVED DATE BENCHMARK SCALE A UI DE--JI BD BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION: PT. 1047 CADT 11 -DC LOCATION:IN SIDEWALK uV_R THE SE END OF THE NE ABUTMENT OF THE MACKINNON HORIZONTAL: 1" X' VERTICAL: 1" = X' PLANS REPARED UNDER SUPERVISION OF DATE: 7/26/17 R.L.A. NO.: 3058 JA S BEI ETTI EXP.: 9/30/18 RECOMMENDED: APPROVED: JEtE ENS 3f DATE DATE GRADING PLAN FOR: 1412 MACKINNON AVE NEW POINTE INVESTMENT 37, LLC APN: 260- °182 -17 PLANNING CASE N0: 14 -111 TMDB /DR /CDP /EIA 13122'G AVE BRIDGE OVER 15 RECORD FROM: ROS 18416 ELEVATION: 231.691' DATUM: NAVD88 BRI MICHAE DOLINO DATE SHEET 7 OF 7 VIEWER ECTO SENIOR ENGINEER J