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2004-9117 GP (Plans)WORK TO BE DONE GRADING 1. SEED MIX SHALL CONSIST OF NO LESS THAN: GENERAL FF 76.17 ENGINEERING 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION 6. FIRE HYDRANTS AND FIRE FLOWS: THE APPLICANT SHALL PROVIDE THE OR UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE 20 LBS. PER ACRE OF ROSE CLOVER STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL LOTS EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND HYDRANTS OF A TYPE, NUMBER, AND LOCATION SATISFACTORY TO THE STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE 20 LBS. PER ACRE OF ZORRO FESCUE COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED - - - - - - - - - - - GF 75.67 APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. ENCINITAS FIRE DEPARTMENT. A LETTER FROM THE WATER AGENCY SERVING AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA 75.25 COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT 2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION, 236 AND 238 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER HIS /HER -�- ANDREW AVENUE, ENCINITAS. CALIFORNIA. PROJECT NO. 040812 -002. AVAILABLE. FIRE HYDRANTS SHALL BE OF A BRONZE TYPE. COMMERCIAL FIRE SUPERVISION AND THAT IN HIS /HER OPINION, ALL EMBANKMENTS WITH THE 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) PREPARED BY LEIGHTON & ASSOCIATES. INC.. DATED NOVEMBER 2. 2004. APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS HYDRANTS SHALL HAVE TWO 2 4 " INCH AND ONE 1 2 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING 1/2 LB PER ACRE OF DIMORPHOLECA ARE ACCEPTABLE FOR THEIR INTENDED USE. SHALL BE DONE IN ACCORDANCE WITH THE PART OF RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. C (CATION. ALL VEGETABLE ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR CONTRACTOR FOR THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE TO GRADING. FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. ACCORDANCE WITH SPECIFICATIONS. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AND REGULATIONS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (36) MILE OF A EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. RECOGNIZED HOLIDAYS. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT- CITY INSPECTOR, CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A PLANNING DEPARTMENT REPRESENTATIVE, CIVIL ENGINEER, SOILS ENGINEER, NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED EROSION CONTROL CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL 1 IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROBERT LAING AT ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND (760) 802 -8591 (24 HOURS). REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 9117-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED "AS- GRADED APPROVAL OF THE ENGINEERING INSPECTOR. PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NOTIFICATIONS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: WATERS CREATE A HAZARDOUS CONDITION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SHALL BE INCORPORATED HEREON. SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. COMMENCEMENT OF WORK: 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END SEWERS LEUCADIA WATER DISTRICT (760) 753 -0155 OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST GAS & ELECTRIC S.D.G. &E. (800) 422 -4133 EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED WATER SAN DIEGUITO WATER DISTRICT (760) 633 -2709 AFTER EACH RAINFALL. TELEPHONE PACIFIC BELL (800) 489 -3441 CABLE N COX CABLE (800) 221 -4188 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. NOTE: FOR ROUGH GRADING AND EROSION CONTROL PLANS, SEE DWG. NO. 9117 -G. FOR STREET IMPROVEMENTS, SEWER, WATER AND STORM DRAIN PLANS, SEE DWG. NO. 9117 -I. SITE LA COSTA z n Z PACIFIC OCEAN ' z AVENUE 5 N VICINITY MAP NO SCALE REVISIONS APPROVED I DATE REFERENCES NOS GREEN PLASTIC ATRIUM GRATE (OR APPROVED EQUAL) SIZE 6" DIAM. MIN. `FINISH GRADE MIN. 2% SLOPE TO DRAIN NDS PLASTIC PIPE REDUCER SIZE AS NEEDED 4" MIN. PLASTIC DRAIN LINE NDS PLASTIC "LONG BEND" ELBOW (OR APPROVED EQUAL) PLASTIC DRAIN LINE LATERAL SIZE AS NOTED ON PLAN CONNECT TO MAIN DRAIN LINE WITH WYE ADAPTER INVERT VARIES, SEE PLAN PRIVATE ATRIUM DRAIN NOT TO SCALE (TO BE USED IN PLANTER AREAS) JP ENGINEERING, INC. CIVIL ENGINEERING mLAND PLANNING mSURVEYING 4849 RONSON COURT, SUITE 105 SAN DIEGO, CA 92111 (858) 569 -7377 FAX (858) 569 -0830 ENGINER� FILE CODE: �� J.H. PALACIOS, R.C.E. 32031 DATE 1717-04 DATE BENCH MARK SCALE PER NORTH COUNTY VERTICAL CONTROL BOOK, NO DC 0145 LOCATED ON LA COSTA AV. BRIDGE OVER AT &SF RR ON HORIZONTAL N/A SW CORNER OF CONCRETE WALK STANDARD DISK FOUND FLUSH WITH SURFACE, VERTICAL N/A •/n_ li/ ELEVATION = 59,308 WORK TO BE DONE OWNER'S CERTIFICATION Lor5 7 mb 9 Z FIRE DEPARTMENT NOTES LCWD SEWER NOTES THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING WE HEREBY CERTIFY THAT A REGISTERED SOIL GI ER OR GEOLOGIST HAS 1. CONSTRUCTION MATERIALS: PRIOR TO THE DELIVERY OF BUILDING 1. LCWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION. AS DIRECTED BY THE CITY BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY, AND CONSTRUCTION MATERIALS TO THE PROJECT SITE, ALL OF THE FOLLOWING PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY ENGINEER. ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING DEPARTMENT: OR AFTER CONSTRUCTION. 1. CITY OF ENCINITAS STANDARDS BARRA AMERIC I ORPO TED 2. CITY OF ENCINITAS GRADING ORDINANCE A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO 3. THIS SET OF PLANS ��ZS o� THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. THE LEUCADIA COUNTY WATER DISTRICT LCWD SEWER STANDARDS AND 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) Q G JACI CKER, CE- PRESIDENT DATE TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBUC 5. THE SAN DIEGO AREA REGIONAL STANDARDS DRAWINGS AND AS MAY BE MODIFIED B. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE WORKS CONSTRUCTION (GREEN BOOK) AND THE REGIONAL STANDARD BY THE CITY OF ENCINITAS STANDARDS SOILS ENGINEER CERTIFICATE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON AND ASSOCIATES, INC. DATED VEHICLES. DRAWINGS MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE NOVEMBER 2, 2004. V) LCWD SEWER STANDARDS GOVERN. 7. LEUCADIA WATER DISTRICT STANDARDS AND SPECIFICATIONS I, WILLIAM D LLSON, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED 8. SAN DIEGUITO WATER DISTRICT STANDARDS AND SPECIFICATIONS. W AND I, FIELD O A K. PLIED S, REGISTERED GEOLOGIST, PRINCIPALLY DOING BUSINESS BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. 3. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A IN THE FIELD OF APPLIED SOILMECHANICS, HEREBY CERTIFY THAT A SAMPLING AND REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY 2. ALL DESIGNATED EMERGENCY ACCESS ROADS SHALL BE POSTED PURSUANT EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, LEGEND STD. DWG. ME OR UNDER MY DIRECTION ON NOVEMBER 2, 2004. TO FIRE DEPARTMENT STANDARDS. OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH 3. OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION: ALL ROADWAYS SHALL MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED - 3 ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND EXISTING CONTOUR ELEVATION _ _________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT tSS/ WITH THE UNIFORMINCLUDING FIRE DCODE AND THE NCOINITAS VEHICLES, FlRE DEPARTMENDT ACCORDANCE HYDROSEED PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND Q 0� PROPERTY BOUNDARY - - - ----- - - - - - - - - - - - - - - -- - - - - SPECIFICATIONS. J D. 0 9 u T LL ALLOW THEM TO BE CLIEARLY VISIBLE FROM PLACED THE IN A 1 6:1D (HORIZONTAL TO VERTICAL) TO ALL N THEY ARE: LOT LOT LINE . . _ _ _ . _ _ .... _ - - - - - - - - - - - - - - - - - - - - - - SIGNED BY: �/ DATE: • // p E STRUCTURE. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND C.' _ s' No. 33 A D SHALL BE NO LESS IN HEIGHT THAN: FOUR (4 ") INCHES FOR ONE AND A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. 6" CURB (0" HEIGHT)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WILLIAM D. OLSON, RCE 45283 ,j Exp.! ^� 0 FAMILY DWELLINGS. WHERE STRUCTURES ARE LOCATED OFF A ROADWAY N LONG EASEMENT / DRIVEWAYS, A MONUMENT MARKER SHALL BE PLACED B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS CUT BANK (SLOPE AS NOTED).. _ .......2:1 MAX. ....... . SIGNED BY: % NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT DATE; -i-0 r , rvy " AT THE ENTRANCE WHERE THE EASEMENT / DRIVEWAY INTERSECTS THE MAIN CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY RANDALL K. WAGNE , CEG 1612 �„ +,`. ROADWAY. PERMANENT ADDRESS NUMBERS WITH HEIGHT CONFORMING TO FIRE ENGINEER. FILL BANK (SLOPE AS NOTED)..........2:1 MAX_ _ _ _ _ _ _ _ _ DEPARTMENT STANDARDS SHALL BE AFFIXED TO THIS MARKER. 3934 LEIGHTON AND ASSOCIATES, INC. 5. GRADE: THE GRADIENT FOR A FIRE APPARATUS ROADWAY SHALL NOT EXCEED 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE DAYLIGHT LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - 3934 MURPHY CANYON ROAD, SUITE B -205 tEPE® Q�b( 6�e K. oQ� 20% GRADES EXCEEDING 15% (INCLINE OR DECLINE) SHALL NOT BE PERMITTED OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. PLAN NUMBER AND ELEVATION - - - - - - - - - - - - - - - - - - - - - - - - PLAN 1 SAN DIEGO, CA 92123 v tY TELEPHONE: 858 292 -8030 P V WITHOUT MITIGATION. MINIMAL MITIGATION SHALL BE THE INSTALLATION OF FIRE ( ) 2� ct a SPRINKLER SYSTEMS APPROPRIATE TO THE STRUCTURES AND USES SERVED. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: PAD 75.50 PROJECT NO. 040812 -002 a No. 1612 ra THE ANGLE OF DEPARTURE AND ANGLE OF APPROACH OF A FIRE ACCESS PAD ELEVATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CERTIFIED x * ROADWAY SHALL NOT EXCEED 7% 1. SEED MIX SHALL CONSIST OF NO LESS THAN: ENCINITAS, CA FF 76.17 ENGINEERING OTS 17 AND 9 BARRATT AMERICAN, INCORPORATED FINISHED FLOOR ELEVATION - CARLSBAD, CA 92008 6. FIRE HYDRANTS AND FIRE FLOWS: THE APPLICANT SHALL PROVIDE THE A• 20 LBS. PER ACRE OF ROSE CLOVER OWNER INFORMATION LOTS rGEOLOGIST P�`p $' -0 CAV * HYDRANTS OF A TYPE, NUMBER, AND LOCATION SATISFACTORY TO THE B. 20 LBS. PER ACRE OF ZORRO FESCUE FINISH GARAGE ELEVATION - - - - - - - - - - - - - - - - - - - - - - - - - - GF 75.67 AG ENCINITAS FIRE DEPARTMENT. A LETTER FROM THE WATER AGENCY SERVING C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA 75.25 XP S' z THE AREA SHALL BE PROVIDED THAT STATES THE REQUIRED FIRE FLOW IS D. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA FINISH GRADE ELEVATION -�- AVAILABLE. FIRE HYDRANTS SHALL BE OF A BRONZE TYPE. COMMERCIAL FIRE E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) _ HYDRANTS SHALL HAVE TWO 2 4 " INCH AND ONE 1 2 F 1/2 LB PER ACRE OF DIMORPHOLECA ( ) ( ) 1/2 INCH OUTLET. CONCRETE DRIVEWAY _ _ _ _ _ _ _ .....G -14 A ............. DECLARATION OF RESPONSIBLE CHARGE L,OT5 1-7 Auk 9 RESIDENTIAL FIRE HYDRANTS SHALL HAVE ONE (1) 4" INCH OUTLET AND ONE G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE (1) 2 1/2" INCH OUTLET. OMITTED ON LOCATIONS WHERE THE AREA BEING GRAVEL PAVE DRAINAGE SWALE - - - - - - - - - - - - - - - - - - - - - - - THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORM Y THE ENGINEER HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC 7. INSTALL TWO -SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO STREET OR RESIDENTIAL STRUCTURES. SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE D.G. OR COLOR CONCRETE SIDEWALK - - - - - - - - - - - - - - - - - 8" FROM CENTER LINE ON HYDRANT SIDE. H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY FIL 73.68 WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND 8. IMPORTANT: WHERE UNDERGROUND WATER MAINS ARE TO BE PROVIDED, THEY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. FLOW LINE ELEVATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT SHALL BE INSTALLED, COMPLETED, AND IN SERVICE WITH HYDRANT(S) LOCATED I ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS OF THE AS DIRECTED BY THE ENCINITAS FIRE , RE DEPARTMENT PRIOR TO CONSTRUCTION EARTH SWALE (GRASS OR VEGETATED) ______ _ _ _ _ _ _ _ _ _ _ _ _ _ - TECHNICAL SUFFICIENCY OF ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE WORK. FOR ANY QUESTIONS, CALL FIRE PREVENTION 760 633 -2820. JOB SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DOES NOT RELIEVE THE ENGINEER RESPONSIBILITY FOR THE PLAN OR DESIGN OF ( ) DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION FLOW LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD 9. ALL DEAD END FIRE APPARATUS ACCESS ROADWAYS IN EXCESS OF 150 FEET TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES SHALL BE PROVIDED WITH A FIRE DEPARTMENT APPROVED TURN- AROUND. J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO TOP OF WALL ELEVATION_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TW 79.33 FROM PROPERTY DAMAGE OF BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACCESS ROADS SERVING MORE THAN FOUR (4) DWELLING UNITS SHALL BE THE HYDROSEED SLURRY AT THE DISCRETION OF THE ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR PROVIDED WITH A CUL -DE -SAC. A CUL -DE -SAC SHALL HAVE A MINIMUM CONTRACTOR. TF 75.00 EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND PAVED RADIUS OF NOT LESS THAN 36 FEET, CURB LINE TO CURB LINE. TOP OF FOOT ELEVATION EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. ALTERNATE TYPES OF TURN- AROUND (HAMMERHEADS, ETC.) MAY BE 2 LBS. ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, TOP OF GRATE ELEVATION _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ - . TG 75.00 CONSIDERED BY THE FIRE MARSHAL AS NEEDED TO ACCOMPLISH THE INTENT ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. �/� OF THE FIRE CODE. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY INVERT ELEVATION- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IE 74.05 // 10. GATES: ALL GATES OR OTHER STRUCTURES OR DEVICES, WHICH COULD MECHANICALLY PUNCHING NO LESS THAN 50% BY: DATE OF THE STRAW INTO RCE N . 2031 OS THE SOIL OBSTRUCT FIRE ACCESS ROADWAYS OR OTHERWISE HINDER EMERGENCY PRIVATE CATCH BASIN (BROOKS 3636 W /GONG. BOTTOM OR EQUAL) . El RCE N0. 32031 R, OPERATIONS, ARE PROHIBITED UNLESS THEY MEET STANDARDS APPROVED BY 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. THE FIRE DEPARTMENT. GATES ACROSS FIRE ACCESS ROADWAYS SHALL BE 16-20-0, WITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS. PRIVATE CATCH BASIN (BROOKS 1212 W /CONC. BOTTOM OR EQUAL), JP ENGINEERING, INC. AUTOMATIC AND EQUIPPED WITH APPROVED EMERGENCY KEY OPERATED PER ACRE. - 4849 RONSON CT., STE. 205 ft3mi SWITCHES OVERRIDING ALL COMMAND FUNCTIONS AND OPENS THE GATE(S). PRIVATE STORM DRAIN (HDPE SMOOTH FLOW OR PVC SCH. 40)..... - SAN DIEGO, CA 92111 GATES ACCESSING FOUR (4) OR MORE RESIDENCES OR RESIDENTIAL LOTS, AREAS BE HYDROSEEDED SHALL BE PREPARED PRIOR TO (858) 569 -7377 OR GATES ACCESSING HAZARDOUS INSTITUTIONAL, EDUCATIONAL OR ASSEMBLY HYDROSEEDING DING BY: PRIVATE STORM DRAIN CLEANOUT .......... . S -3 ........ ^ ESTIMATED QUANTITIES: EXCAVATION: 200 C.Y. EMBANKMENT: 200 C.Y. IMPORT: 0 C.Y. NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES SITE ADDRESS: 236 -238 ANDREW AVENUE ENCINITAS, CA OWNER INFORMATION OTS 17 AND 9 BARRATT AMERICAN, INCORPORATED 5950 PRIESTLY DRIVE CARLSBAD, CA 92008 TELEPHONE NO.: 760) 431 -0800 OWNER INFORMATION LOTS SHEA 1400101 LP X3990 MLSA h1M AOAO 5t6. 2,00 NDS PLASTIC METAL DECK 5ANDIC60 CA 921 ! DRAIN GRATE(OR EQUAL) TELEPMONtNO.: (65,5ZI -6551 SIZE 4" DIAM. MIN. OR AS _ SHOWN ON PLAN 4" MIN. CONC. - (560 -C -3250) MATH #3 REINF. BARS 0 18" O.C. OR #4 REINF. BARS 0 24" O.C. AND /OR AS RECOMMENDED BY SOILS ENGINEER. NOTE: DECK DRAIN GRATE SIZE TO BE 4" ADJACENT TO WORKS PUBLIC ,1 i DATE: OCCUPANCY GROUP STRUCTURES, SHALL ALSO BE EQUIPPED WITH APPROVED 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A ( EMERGENCY TRAFFIC CONTROL ACTIVATING RIVATE CATCH BASIN (SEE DETAIL THIS SHEET)- STROBE SENSOR(S), WHICH WILL COMBINATION OF: )- ....... . ACTIVATE THE GATE ON THE APPROACH OF EMERGENCY APPARATUS. ALL AUTOMATIC GATES MUST FEET FIRE DEPARTMENT REQUIREMENTS FOR RAPID, A. TRACK WALKING SLOPES STEEPER THAN 6:1. PRIVATE 4" H.D.P.E. STORM DRAIN PIPE - - - - - - - - - - - - - - - - - - - RELIABLE ACCESS. S Z B. RIPPING AREA THAT WILL NOT BREAK UP USING ITEM "A' EXISTING SEWER MAIN . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ OWNERS CERTIFICATION 016 ABOVE. w EXISTING WATER MAIN - --------------------- - - - - -- - WE HERESY CERTIFY THAT A RE(0TEkW 50115 E1461AIEEK 0A 6EOLOGI5T NA$ 2• CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: W OMN OR WUl QF B )AIA10 TO SUPEMSE OYER ALL GRAD106 Aa"1Y11j; AND A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP EXISTING WATER LATERAL AND METER . ........ . ... . . . . . . AOV15E ON 'tIl✓; COMPACTION AKD SIMLITY OF Tttf SITE, BUT NOT SATURATED SEED BED. CHU 5NEA G10MES, L P B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING EXISTING OVERHEAD UTILITIES ........................ . I� OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR G A t -. �� Z EXISTING GAS MAIN LINE . . . . . ................... . GROWTH. jogid V*0CZj AVW9AiZ0 A6 bATE HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS EXISTING GAS METER . . . . . . . . . . . . ......... r n SFEEETZAfbR ROD }TtOAfALDEC(AyjlgTtONOF R;SPOIuS(BGt CAARcE GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR r AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL EXISTING STORM DRAIN PIPE ................ . . . . . . . . . THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. - EXISTING SEWER MANHOLE . ..... M.H. EXISTING MASONRY RETAINING WALL ---------------- - - - - -' - - PLASTIC OR METAL DECK DRAIN ADAPTER FINISH SURFACE, REFER TO ARCHITECTS :l:iii: PLANS FOR PAVING = - TYPE AND FINISH -- 4" PLASTIC DRAIN UNE AS NEEDED NDS PLASTIC "LONG BEND" ELBOW (OR CIO APPROVED EQUAL) PLASTIC DRAIN LINE LATERAL SIZE AS NOTED ON PLAN, CONNECT TO MAIN DRAIN LINE W /WYE ADAPTER INVERT VARIES, SEE PLAN PRIVATE DECK DRAIN NOT TO SCALE (TO BE USED IN CONCRETE AREAS NDS GREEN PLASTIC ATRIUM GRATE (OR APPROVED EQUAL) SIZE 6" DIAM. MIN. 4" CONC APRON -� (470 -C -2000 CONCRETE) NDS PLASTIC - PIPE REDUCER SIZE AS NEEDED FINISH GRADE MIN. 2% SLOPE TO DRAIN PLASTIC DRAIN LINE PLASTIC DRAIN LINE ADJACENT SIZE AS NOTED ON PLAN CONNECT NDS PLASTIC "LONG BEND" 7lklXlrOT TO MAIN DRAIN LINE ELBOW (OR APPROVED EQUAL) WITH WYE ADAPTER RI ES, SEE GRADING PLAN PRI VA TE A TRIUM DRAIN AND CONCRETE APRON POOL AND SPA. ) NOT TO SCALE PLANNING AND BUILDING DEPT t+- BY: DATE, G,!/"/ 2zq, -2,- SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT BY. BY: DATE; !/ /ZSS DATE 20 -00S SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DESIGNED BY I DRAWN BY 1 CHECKED BY APPROVALS JL JL JHP PLANS PREPARED UNDER SUPERVISI ❑N OF RECOMMENDED ni APPj � E c?-Z-05- DATE : c?-Z-05- // BY: _.f-_ 04- ,off BY: R,C,E. NO, : 32031 DATE: 101 31 O S DATE: JORGE H. PALACIOS EXP, 12 -31 -06 LEGAL DESCRIPTION LOTS 1 THROUGH 9 INCLUSIVE OF ENCINITAS TRACT NO. 03 -009, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 14974, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 3, 2005. ASSESSOR'S PARCEL NUMBER: 216 - 410 -15 THRU 23 NDS GREEN COLORED PLASTIC GRATE OR APPROVED EQUAL, SIZE 12" DIAM. MIN- PLASTIC RISER AS NEEDED DEPTH VARIES, SEE PLAN FOR INVERT ELEVATIONS FINISH GRADE TO MAW 1V Whi - PLASTIC DRAIN NDS PLASTIC DISTRIBUTION LINE SEE PLAN BOX OR APPROVED EQUAL FOR SIZES PRIVATE CATCH BASIN NOT TO SCALE (TO BE USED IN TURF AREAS) CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NN, PRECISE GRADING PLANS FOR: CITY OF ENCINITAS TRACT NO. 03-009 9117 -W WORK PROJECT NO. SHEET 1 OF 3 CJ N Z 0') CD � W W O Z_ U _ I� Z � W � � � U � � Z � O LLJ z In O Q Q' 00 In z0,00 00 -- d- _ ED W zL7 Ld LL1 1-Zi0z LD Q 171 zra= LLJ Q n N U � Z O z `o O r. fy- 00 Ln rn 00 0 0 cis z W W CY Z Q = Q n EXIST AC PVMT & BASE GRAVEL PAVE (OR EQUAL) PEA GRAVEL WITH 1/2" 12' TO C L DRAINAGE SWALE COVER OVER CUPS 2' MINIMUM WIDTH. 4" AC / 6" CL II BASE. MIN T.I. = 6.0 R1 5' 5' ANDREW AVENUE 2.5' PLANTING STRIP 2" (TOP OF CURB ABOVE EXIST AC EDGE) EXISTING GRADE 2q 3, 1.. 2%_ 2" X 8" READWOOD HEADER (D.G. ONLY) a 1 ,n I -- - - - -- D.G. SIDEWALK OVER EXISTING AC PVMT SUB -BASE MATERIAL 4" CL II COMPACTED BASE 2" OF 3/8" GRAVEL OVER PER CITY STANDARDS MIN.4" AC (SEE DWG. NO.9117 -1) 6" OF 3/4" CRUSHED ROCK OVER 6" CLASS II AB, T.I. =6.0' 6 PCC PAVEMENT EDGE CURB 0 HT X 15' DEEP 1. CONCRETE SHALL BE 520 -C -2500 2. SEE STANDARD DRAWING G -10 JOINT DETAILS 3. MATCH EASTERLY IMPROVEMENTS 9117 -1 SECTION "A" ANDREW AVENUE GRAVEL PAVE DRAINAGE DETAIL TW @FG= 74.56- BW @FG 72.50 EXISTING "' SWALE SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES IMPERVIOUS LINER ON SIDES 4" PERFORATED PVC PIPE *PLACE PIPE WITH PERFORATIONS AT THE INVERT SIDES ONLY A'1 BIO SWALE DETAIL - RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM SURROUNDING GRADE DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL 2 -3" HARDWOOD PGE MULCH APPROVED 5\v 6`i' GRATE INLET " 4„ I g GRASS OR TURF REINFORCEMENT MAT IF APPLICABLE 24" MIN. ENGINEERED SOIL *SEE NOTE BELOW (TYP.) IMPERVIOUS LINER ON SIDES 2 -3" OF 3/8" GRAVEL 2 -3" COVER OVER PIPE, 3/4" CRUSHED ROCK 3/4" CRUSHED ROCK TIE 4" PERF. PVC TIE 4 -6" PVC PIPE IMPERVIOUS PIPE TO RISER TO STORMDRAIN LINER ON BOTTOM SYSTEM *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP " SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. * *3/4 CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. BIORETENTION DETAIL $ - rumcr5 •- LDT STF -vent R. So , Rte `5129 DATE- D OR Z SON J N L u G G 5'X20' \ 8IORETENTION /> AREA -- (SEE DETAIL) 6' WOOD I FENCE 1 1 i nn i i I I 1 � O \ L0 1 3 m II o I ti I Z FL =71.` 75 r/ (=L =7 53 WATEFJ ISE 'RADING AND DRAINAGE PLAN OWNER: LEGEND SHEA HOMES, INC PROPERTY BOUNDARY C ADDRESS: EASEMENT - - - - - (STREET NUMBER PENDING) ANDREW AVENUE SETBACK NCINITAS, CA 92024 CENTERLINE - V` TN u APN: EXISTING BERM _- n ii UN 216 - 410 -22 EXISTING CONTOUR ---- 304 - -- H n EXISTING a BENCHMARK: EXISTING WATER SERVICE -W W-- RESIDENCE COUNTY OF SAN DIEGO BENCHMARK NO. OC 0145 EXISTING WATER METER BRASS PLUG LOCATED IN THE TOP OF THE CURB AT THE SOUTHWEST CORNER OF THE it BIDGE OVER AT &SF RR ON LA COSTA AVENUE EXISTING SEWER MAIN -S S -- u ELEVATION = 59.309 EXISTING SEWER MANHOLE 0 G �Lr LI�Jo/� u l9J u /S LI DATUM = NGVD29 it I EXISTING 5' WOOD FENCE EXISTING ALAN TO BLOCK RE MAIN LEGAL WALL LEGAL DESCRIPTION: EXISTING TREE TO REMAIN TW @FG= 74.79' EXISTING RETAINING WALLS s - LOT 8 OF ENCINITAS TRACT NO. 03 -009, IN THE CITY TW @FG =74.81 N74 X57' 16 "E 80.06' BW @FG =72.08 OF ENCINITAS, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL MAP THEREOF NO. 14974 RECORDED FS =80.00 AT THE SAN DIEGO COUNTY RECORDER ON SPOT ELEVATION r•i-- -- �. MARCH 3, 2005. TW @FG =74.61 -BW @FG =72.33 �- BW @FG= 72.09 AREA: BUILDING FOOTPRINT -- - ! FL =72.33 Lo FL =72.58 a GROSS AND NET AREA = 9,211 SQUARE FEET EXISTING 6" PVC DRAIN PIPE TW @FG =74.75 PER DWG 9117 -G N DECK ABOVE FLOOR �1 %i BW @FG =72.D8' BIORENTENTION AREA: BUILDING �� LID _ 100 S.F. PROPOSED DRIVEWAY &HARDSCAPE EAVE m 73 BW @FG -72.10 PROPOSED CONTOURS 73 Ic - - - - -- - - - - -- - -- -lame -- 1 " TW @FG =74.69 PROPOSED BUILDING AREA: 10' HARDSCAPE AND DRIVEWAY SURFACE FIRST FLOOR: 2157 S.F. � 4 P EXISTING 5' SECOND FLOOR: 1735 S.F. a FS FL =72.83 WOOD FENCE TOTAL: 3892 S.F. I DRAINAGE DIRECTION GARAGE AREA: 644 S.F. BALCONY.• 50 S.F. n �O� a 1X� DECK 1: 143 S.F. 5' WIDE DG PATH PER 9117 -1 �FL =72.33 EAVES a is LOT COVERAGE BW @FG =72.04 FIRST FLOOR 2933 S.F. .I I 4' WIDE GRAVEL SWALE PER 9117 -1 FF FIRST =73.53 I COVERAGE TOTAL: (32%) 2933 S.F. 1i , . PAD =72.86 72_, TW @FG =74.73 EDGE OF HP =73.10 MAXIMUM COVERAGE (35%) 3220 S.F. POTSHELF � I BIORETENTION AREA \* ABOVE GF -73.20 - I EASEMENTS: F5 =73.00 _ .. 2%t. I I �p 4' WIDE VEGETATED BIO -SWALE n O AND LANDSCAPE BUFFER SEE- = - -' -= -'- - ='- EASEMENTS DEPICTED HEREON ARE PER APRELIMINARY ---------------- - - - - -- - 1 Lo --------------- , i I TITLE REPORT PREPARED BY FIRST AMERICAN TITLE CO. DETAIL THIS SHEET I AS ORDER NO DIV- 3786560 DATED JUNE 28 2011. NO FS =73.20 i ( PLOTTABLE EASEMENTS ARE DESCRIBED WITHIN THIS FS =72.58 2% ITW @FG =74.86 2% I 3 PARCEL. WITHIN THE BOUNDARY OF THE SUBJECT DRAINAGE SWALE 1% MIN. - '� BW @FG =72.25 p N EXISTING TOISBE VEREFIED NAFEELD S RESIDENCE NOTE: BY CONTRACTOR ' 1�13F =73.00 10 EXISTING WATER SERVICE 1.) BMP S (BEST MANAGEMENT PRACTICES) SHALL BE IN TO BE VERIFIED IN FIELD ti W FL =72.60 ACCORDANCE WITH COUNTY STANDARDS. BMP S ❑ -i2g Z BY CONTRACTOR 0 SHALL BE THE OWNER'S RESPONSIBILITY 5'X20' GARAGE AREA TO BE ESTIMATED EARTHWORK TT I BIORETENTION USED FOR THE AREA QUANTITIES ANTITIES AREA TEMPORARY STORAGE I J (SEE DETAIL) CONTAINERS LOCATION 00 I TW @FG =74.81 p 0 C.Y. EXCAVATION (CUT) 1% 150 C.Y. EMBANCKMENT )(FILL) FSA7Z•85 F=72. 80 FL =72.45 1 50 C.Y. IM PORT - - - - -- - B W @FG= 72.09 - ' - - - - T -- - d MAXIMUM HEIGHT OF FILL = 1.25 FEET I - -- L- - - -- '' 4 DOTTED HATCH REPRESENTS IN EAVE a SECOND FLOOR _�% VEGETATED BID SWALE ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY E1 ABOVE DECK ABOVE SEE DETAIL THIS SHEET TRENCH VOLUMES OR ANY OVEREXCAVATION,IF DRIP LINE , -" v `�'! I 511 TH SWAY REQUIRED BY SITE CONDITIONS ❑ 5. ICK PCC DRIVEWAY 12 �� CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES 1 N 1� - N I TW@FG =74.90 ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. ❑ _ ' EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A EXISTING )I BW @FG =72.73 TREE v L6'- :. GRAPHIC SCALE 1"=10' THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY BW @FG =73 TO REAIN .08 DUE TO SHRINKAGE OR SWELL FACTORS). EXISTIPIG POWER ".POLE REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE n , ' z2 t8 i 0 10 20 30 DETERMINED. REFER TO SOILS REPORT FOR REMOVAL 74 - -, AND RECOMPACTION DEPTHS. i FL =72.20 °'- - - - -- _= - - = - -` DECLARATION OF RESPONSIBLE CHARGE FOR LOT 8 -- = -- - -- - - - WM ...... �2.z7 F r71 20 EXISTING GRAVEL SWALE FL V% 1% STATEMENT OF ENGINEER OF WORK FOR LOT 8 ONLY. - - - 7:;9 G - -- G THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH - G / FL 11-So - -__ - - FL= �c•a» - C" -- _ - - = " EXISTING GAS LINES THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE �ExISTING 0' HEIGHT FL-o9 ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE c°u CONCRETE CURB RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER F,. \ EXISTING WATER VALVE CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS OA W W -- . - - - - -- W - - - - -- - -- - W W - - - - -- W NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS _: - - - - - THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY � ` INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER o ` A I =� Rr= / IwI 1 AVENUE AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. I� III III 111 III III III I I I I$ "121'' bvc PIPE RISER II -III III 111 =III 111 III III cu I I I� EDGE OF PAVEMENT III III III W- -w W III W II -II III QUO�iN III III ° EXISTING POWER POLE 12 "° MIN. * *SEE NOTE° BELOW ° a GRASS OR TURF REINFORCEMENT MAT IF APPLICABLE 24" MIN. ENGINEERED SOIL *SEE NOTE BELOW (TYP.) IMPERVIOUS LINER ON SIDES 2 -3" OF 3/8" GRAVEL 2 -3" COVER OVER PIPE, 3/4" CRUSHED ROCK 3/4" CRUSHED ROCK TIE 4" PERF. PVC TIE 4 -6" PVC PIPE IMPERVIOUS PIPE TO RISER TO STORMDRAIN LINER ON BOTTOM SYSTEM *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP " SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. * *3/4 CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. BIORETENTION DETAIL $ - rumcr5 •- LDT STF -vent R. So , Rte `5129 DATE- D OR Z SON J N L u G G 5'X20' \ 8IORETENTION /> AREA -- (SEE DETAIL) 6' WOOD I FENCE 1 1 i nn i i I I 1 � O \ L0 1 3 m II o I ti I Z FL =71.` 75 r/ (=L =7 53 WATEFJ ISE 'RADING AND DRAINAGE PLAN OWNER: LEGEND SHEA HOMES, INC PROPERTY BOUNDARY C ADDRESS: EASEMENT - - - - - (STREET NUMBER PENDING) ANDREW AVENUE SETBACK NCINITAS, CA 92024 CENTERLINE - V` TN u APN: EXISTING BERM _- n ii UN 216 - 410 -22 EXISTING CONTOUR ---- 304 - -- H n EXISTING a BENCHMARK: EXISTING WATER SERVICE -W W-- RESIDENCE COUNTY OF SAN DIEGO BENCHMARK NO. OC 0145 EXISTING WATER METER BRASS PLUG LOCATED IN THE TOP OF THE CURB AT THE SOUTHWEST CORNER OF THE it BIDGE OVER AT &SF RR ON LA COSTA AVENUE EXISTING SEWER MAIN -S S -- u ELEVATION = 59.309 EXISTING SEWER MANHOLE 0 G �Lr LI�Jo/� u l9J u /S LI DATUM = NGVD29 it I EXISTING 5' WOOD FENCE EXISTING ALAN TO BLOCK RE MAIN LEGAL WALL LEGAL DESCRIPTION: EXISTING TREE TO REMAIN TW @FG= 74.79' EXISTING RETAINING WALLS s - LOT 8 OF ENCINITAS TRACT NO. 03 -009, IN THE CITY TW @FG =74.81 N74 X57' 16 "E 80.06' BW @FG =72.08 OF ENCINITAS, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL MAP THEREOF NO. 14974 RECORDED FS =80.00 AT THE SAN DIEGO COUNTY RECORDER ON SPOT ELEVATION r•i-- -- �. MARCH 3, 2005. TW @FG =74.61 -BW @FG =72.33 �- BW @FG= 72.09 AREA: BUILDING FOOTPRINT -- - ! FL =72.33 Lo FL =72.58 a GROSS AND NET AREA = 9,211 SQUARE FEET EXISTING 6" PVC DRAIN PIPE TW @FG =74.75 PER DWG 9117 -G N DECK ABOVE FLOOR �1 %i BW @FG =72.D8' BIORENTENTION AREA: BUILDING �� LID _ 100 S.F. PROPOSED DRIVEWAY &HARDSCAPE EAVE m 73 BW @FG -72.10 PROPOSED CONTOURS 73 Ic - - - - -- - - - - -- - -- -lame -- 1 " TW @FG =74.69 PROPOSED BUILDING AREA: 10' HARDSCAPE AND DRIVEWAY SURFACE FIRST FLOOR: 2157 S.F. � 4 P EXISTING 5' SECOND FLOOR: 1735 S.F. a FS FL =72.83 WOOD FENCE TOTAL: 3892 S.F. I DRAINAGE DIRECTION GARAGE AREA: 644 S.F. BALCONY.• 50 S.F. n �O� a 1X� DECK 1: 143 S.F. 5' WIDE DG PATH PER 9117 -1 �FL =72.33 EAVES a is LOT COVERAGE BW @FG =72.04 FIRST FLOOR 2933 S.F. .I I 4' WIDE GRAVEL SWALE PER 9117 -1 FF FIRST =73.53 I COVERAGE TOTAL: (32%) 2933 S.F. 1i , . PAD =72.86 72_, TW @FG =74.73 EDGE OF HP =73.10 MAXIMUM COVERAGE (35%) 3220 S.F. POTSHELF � I BIORETENTION AREA \* ABOVE GF -73.20 - I EASEMENTS: F5 =73.00 _ .. 2%t. I I �p 4' WIDE VEGETATED BIO -SWALE n O AND LANDSCAPE BUFFER SEE- = - -' -= -'- - ='- EASEMENTS DEPICTED HEREON ARE PER APRELIMINARY ---------------- - - - - -- - 1 Lo --------------- , i I TITLE REPORT PREPARED BY FIRST AMERICAN TITLE CO. DETAIL THIS SHEET I AS ORDER NO DIV- 3786560 DATED JUNE 28 2011. NO FS =73.20 i ( PLOTTABLE EASEMENTS ARE DESCRIBED WITHIN THIS FS =72.58 2% ITW @FG =74.86 2% I 3 PARCEL. WITHIN THE BOUNDARY OF THE SUBJECT DRAINAGE SWALE 1% MIN. - '� BW @FG =72.25 p N EXISTING TOISBE VEREFIED NAFEELD S RESIDENCE NOTE: BY CONTRACTOR ' 1�13F =73.00 10 EXISTING WATER SERVICE 1.) BMP S (BEST MANAGEMENT PRACTICES) SHALL BE IN TO BE VERIFIED IN FIELD ti W FL =72.60 ACCORDANCE WITH COUNTY STANDARDS. BMP S ❑ -i2g Z BY CONTRACTOR 0 SHALL BE THE OWNER'S RESPONSIBILITY 5'X20' GARAGE AREA TO BE ESTIMATED EARTHWORK TT I BIORETENTION USED FOR THE AREA QUANTITIES ANTITIES AREA TEMPORARY STORAGE I J (SEE DETAIL) CONTAINERS LOCATION 00 I TW @FG =74.81 p 0 C.Y. EXCAVATION (CUT) 1% 150 C.Y. EMBANCKMENT )(FILL) FSA7Z•85 F=72. 80 FL =72.45 1 50 C.Y. IM PORT - - - - -- - B W @FG= 72.09 - ' - - - - T -- - d MAXIMUM HEIGHT OF FILL = 1.25 FEET I - -- L- - - -- '' 4 DOTTED HATCH REPRESENTS IN EAVE a SECOND FLOOR _�% VEGETATED BID SWALE ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY E1 ABOVE DECK ABOVE SEE DETAIL THIS SHEET TRENCH VOLUMES OR ANY OVEREXCAVATION,IF DRIP LINE , -" v `�'! I 511 TH SWAY REQUIRED BY SITE CONDITIONS ❑ 5. ICK PCC DRIVEWAY 12 �� CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES 1 N 1� - N I TW@FG =74.90 ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. ❑ _ ' EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A EXISTING )I BW @FG =72.73 TREE v L6'- :. GRAPHIC SCALE 1"=10' THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY BW @FG =73 TO REAIN .08 DUE TO SHRINKAGE OR SWELL FACTORS). EXISTIPIG POWER ".POLE REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE n , ' z2 t8 i 0 10 20 30 DETERMINED. REFER TO SOILS REPORT FOR REMOVAL 74 - -, AND RECOMPACTION DEPTHS. i FL =72.20 °'- - - - -- _= - - = - -` DECLARATION OF RESPONSIBLE CHARGE FOR LOT 8 -- = -- - -- - - - WM ...... �2.z7 F r71 20 EXISTING GRAVEL SWALE FL V% 1% STATEMENT OF ENGINEER OF WORK FOR LOT 8 ONLY. - - - 7:;9 G - -- G THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH - G / FL 11-So - -__ - - FL= �c•a» - C" -- _ - - = " EXISTING GAS LINES THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE �ExISTING 0' HEIGHT FL-o9 ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE c°u CONCRETE CURB RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER F,. \ EXISTING WATER VALVE CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS OA W W -- . - - - - -- W - - - - -- - -- - W W - - - - -- W NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS _: - - - - - THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY � ` INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER o ` A I =� Rr= / IwI 1 AVENUE AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. Ord rrwww vI z O 0 O U cu EDGE OF PAVEMENT QPOFESSIpN W- -w W IN - vl W W- -W _. W W QUO�iN R' voq!F ° EXISTING POWER POLE 3 =3 3 u S R - -� 3 3 B SIGNATURE: DATE: 11 -5 -(Z co - STEVEN R. JO S, R.C.E. 65124 No. 65124 COASTAL LAND SOLUTIONS, INC. N 1---- m I jr y ` EXISTING FIRE HYDRANT SOLUTIONS, INC. 573 SECOND STREET 5073 SECOND STREET ENCINITAS, CA 92024 i` PH ENCINITAS, 230-6025 ' 2024 NEW SHEET sTq �P (760) 230 -6025 XP.: q. 30.13 E ' OFjCp�1F FAX (760) 230 -6026 REVISIONS APPROVED DATE REFERENCES DATE $R $ SPBC[Ai, DL4TRICT WN APPROVALS QTY OF ffi�TG MAS MGMEE t 0 DEPARThOW DRAWING NO. J ADD SHEET 2A FOR.___....._.A.A PER NORTH COUNTY VERTICAL CONTROL BOOK BRIDGE OVER AT& SFDRRNON SW CORN RENOF CONCRETE WALK STANDARD DISC FOUND HORIZONAL 1' =20' PLANS FOR LOT 8 SUPERVISION OF: PREPARED UNDER DATE: THE II -S -12 RECOMMENDED APPROVED BY. BY. GRADING PLAN FOR: �T��r�+ CI'T'Y OF L'il \x..11 \11AS TRACT NO. 03-W9 n 9117 911 /�IJP PRECISE GRADING LOT 8 It 4 i FLUSH FLUSH WITH SURFACE. VERTICAL N/A R.C.E. N0. 65124 DATE: DATE: 111114112- ISHEET 2A OF 3 ELEVATION = 59.308 DATUM = NGVD 1921 STEVEN R. J NES I ENCINITAS PROJECT NO. 03 -009 TM APN #216- 410 -22 71 C Ilconc \f f'I C CI-IAQpn FTI FC fl C .Inh F;lcc f l C4f1AR NIANITIUIIFT T Ai\inmpW CI C464r)AR CI-IFA I nmp:C fNAN1TIICKFT Tl CC 44 -(1R -7 nnn Ord rrwww vI z O 0 O U Y ` _ f ) r r J r r RETAINING WALL �'�� ( \ \ x hUTURE p J-1 JJU�1� �� J J�� SUTURE 1PER DWG. NO. 9117 -G rI�TU�F '� � �/ � � 1'L J , a r) /I W - LOT .J ,� i rA J�'S -� Y - O 6 1 ' PROPOSED � LOT �� r� x q, o,`ti o / x RiV.ATE N ^ 6" HDPE @ 1.0 % \ P g PAD 78.0 PER DWG. NO. 9117 -G AID 39.5 �� E c PAD 78.9 ^ NAGS AN 936- 92.68' h' _ NT a 93.00' �` 4.20' \ ^ -- -- X �\ TW 79.33 TW 80 3 4 8.33 TW 00 \ V �� h 38.73 85" 1' - 19.09' �� ^ -r"� I r rcr' r 12'�x 12�C. B�. `n rn PORARY CIE OU. o 12'x 12' C.B. ^ n 2 °x 12" C. B. j ^ �� -- iE 89 j T.40 -�SPFi x S� TG 75'b TG 76.00 2 "x 5O r• T� x.00 o A� V ? ' x 6" TEE ' , 1 \, w w 36 IE 72.93 Z TO 75.50 w v . N _ w IE , 2.25 - - - X ASP IE ..: - OTr /I 6' IE 70.88 / CG - N15 °03'49 415. ?8' tf IE 73.50 L 72.0 23.$4`: ' _ P 9] f 7T'_ - .'M. �' r f / s r IM J 1 ,.X 1 o 2 2" S o PROPOSED 10' PRIVATE o / �` 73.60 \ STORM DRAIN -EASEMENT t- 70.98 ^ 2 x 2 BMP HYDRUStED SO I - : r TG 75.00 k x ' TO 7 TG 7 .40 >q , BMP - YDROSE F v i FOR .ADJACENT EASTERLY' \ t GRASS WALES _ _ 75 E 73.82 25.00' 7 A' o-� ti - EXISTING EASEMENT OR P C HIGHWAY AND PROPERTY : 7? 58 IE 7 .58 j - Q - - GRASS WALES { �\ �: :9- h INCIDENTAL PURPOSES GRANTS TO THE COUNTY >6.2o� ��° . F ,6.84 -1_ 1_ : I _ � OF IEGO, RE ED OCTOB 30, 1928, IN :1'0: 0' : 2 0 PLAN 1 z 1, OK 1539 OF DEEDS, PAGE 282 AN RECORDED »1 1 %J T 74.00 _ �: PLAN 2 PAD 75.50 } (� 77.0' 2 ' NOVEMBER 1. 1951, IN BO 4279; PA 268, \ IE g9.1fi _ y 3 - TG 76.00 :.o I.: TG 75.00 P k �5' BOTH OF OFFICIA`E RECORDS TG 7 .3 ��° E 73.97 FF 76. -- 2% b PAD 76.5C IE 73.90 5 E 2.18 S / { k \\ 0' PROPOSED PLAID 3 - FF 77.17 - J. � � GF 76.67 VATS =t :::: = ( - ti ^ DR \ PAD 75.00 TG 76.00 29.23' / DR o h /: - 21.33' o k r r) r 75.67 : t .Q0 E 73.60 0 0 6� �. :o -:!_ 75.37_ G -� o r 3' + / r TO 74.60 IE 72.70 ^ 5 H ROSE ED - - - w � ' ' GF 75.34 _ 8p NO PARKING _ BMP - HYDROSEED n d'3 ALLOWED" ! _ _ 12' O 2. % GRA S SW ALES h° -? : 6 ,o m TING ? F04T EASEM OR UC CITIES \ 4.g ,..' o GRASS SWALES ` s 760 6 1q P SIGN (TYP 1 416 >- e 1 9' _ 7 l ) ro t 7 o AbD INCIDEN A PURPOSES, GR D TO N \ DWG. 17 -G v° o v - 4.30 5� h` 74.80 i 75860 o \ L N �- 1 ^ + 4 90 : _ - E/t:. / `� p_ - I o 0 CONSOLIDATED CS AND ELECTRIC COMPANY, �\ tl ^ w 25.0 76.78 I a 76244 s O> r -_ \ 76.00 ! LYE RECORDED JULY 16, 18, IN F DEEDS, x _ p o PAGE 2669 9E RECOJ ! l \� \ n 1/` �O G 4 GF 7517 0. IF 74.1C �20P6.20 5 4J > 90 -?- v L \ ^ o it 2% \�1 0 ° / o S 7 _/� 0' 1 93.22, - N -P° 16 - x TG 76.00 EXIST. ^ IE 74.50 S� 20.14' 75 �2% 95.48' 1 - B_ 2G +20.4& �� 05 0 1 l co 6.0' +00 1 A2 c -,--_9 _� - _ i- 'I i. W y- -� TG 74.60 55' i E� N o, >56 A�4 BVC 2 +32 0 ?4.8 Y o ASPH k cI f� /� P� u 2 �.S 2 0 15. rn l: F , ^ 7.5._00 ' 0 a W ti IE 73.15 R�� 5 ^ 5� q8 9S 76 gp �, I 758 N o , ` ho - - N' % o I� ��N w 2 WATER �A EME EXISTING 4' RETAINIP�G ON S� 00 k98' n c 75.00 o /¢� �YN SF PNO Q P 5x G 2 �5 v75: g GRANTED FENC I - AS �j o >0 �y �YG y 73.44 N / DIEGUITO V TER \ DISTRICT PE MA ON TOP TO REMAIN ^ C) _ - �' -� x 'O ,-r Q Q, 75.53 +� � � .-1' ' FOR STREET IM ROVEMEN , S . A k 5 SEE DWG. N0. �,7 -I °� �°b C - 4 0� 75.23 74i. 6, 1. �, �, � co � . r � N � ,- 1 u � � t� 5 s' r� � 24 0 _,,.P o, � 2 . { � / 12% i2" C.8 \ T 72C f CL Q Q v o GN c S ° 1.4 0 J (° G ` / O Z; 0 10 20 40 (i TO 74.00 -� vi \ `'c4 �j 9j % �. 2�° �j`� c� �'` S_ 'Sl . cq A 1� u �7 IE 67.56 X67 ^ 4� \ > \ 4.� ` N.°. 2 / 0.� -- & k .9.V'� 5 �-y. �G •oo � �,�� `' o c, >\ i �� - __' - -- I ( � x ^� � ss � 74.50 ° p - coo' \ .\ �6 c�9 1'I o °' --� `.`'p 1E'' / o - - - - - r _ �-��v� -_- -- SCALE: 1 =2 ^ ,� k f• 7300 % Pj �L.735 O Nh1 / 5x66. 74.4 e o' ��.> 1 GF F, 73 -03' :' E 72.90 N o 3 5 G O >4 / P 25._ - 2% ± -R ^ OT° G O o EXISTING TELE- 753 R �.. I $ti . i - -n, - - _: - 5.7- g J] o VT D�'1 7 .76 0 c'. cs +i s v - N \ 9 = y �' �< 1 O -- -� i ? COMMUNICATION a k� ko� a5 6 G 2' _ PLAN 9 2 -..SD.�.,�.- '�: -R� �5 �5� y. "! 4 j T �' /75.65 � 00 11.60'- ::.�.'_'�' � _ �� I .ti RISER � -- i 69.67 :. FL Y� _73.98 X2 a o� F 5 83': ° 75 x Q ^ I RETAINING WAL� _ J - _- . _ : -. � r �4 � / �;'' �o >� / G ° - -I. 2 AD ' 0 � I FER DWG. NO. 9117 -G FF 75.6 T v T9 74.0 r 1 r) r Z. E 67.3 T' �' �f 8 p9 �® / y3 ,�3 a 95 1 " iq > o _ _ - I BMP - HYDROSEED - cn g r15fi.7 rS 1 i = % p , ° F 3. Ss, i b. I 26 o �� S s �, y .> TO 74.30 GRASS WALES w J co o .3.43 _ �a.° z o o^ �8-' 't: ' ' =o ROWER PEE 3 ` C 1 i ' k G 74.50 2 % - \So . yg �o > 7 .30 u _ ,TC3 . _ .50 w- - - - .Z .. c } s C 73.00 rn. 4 G ° e.' - ^' �\ �� jqg 755Q �n 8°'-" ?� LL r. N -- - aR Qa 1�- �i . ^ti' .ci �N �° 1 -%.'2' r _ - .- •�__.. . - _ _ _ Azx x _ 3 � X 3 « -° j o o �b 00 x �1 L ° a / 7 GF 75.67 1 J If L� Z�� j DAYL!G T INS - OF - 7. P A 7 t 1 1 ^ 11 72.6 �9 y . - ° ! TG 74.70 - - - - X 34 n a ^ li ' 76.17 TE-72 21 5 a o x -A� , P� ^ ^ A o ^ ti. 4 »_IE _ 7C0 C �, °�z z Q k 2% > T ^ - t r r� r 70 k g o6 N z F J OF 75.84 FF� ^ a E k p J�1j 1 J J ^o c >s,j 1 2•. -' P' k 6 0 _ x W ° STI� L ASS 0 77.94 12"x 12" R. _ _F 7411 a C\I TO 74.70 _ o v - l _ TG 74.50 l�l k Q f 7 9C PLAN GF -:� MOV X64 Co, k LL Lw ti M _ L IE 66.36 - - - ° EXISTING 21 °x 21" --_.- � �� G �.� - - � -- -� 74.67 -,. IE 72.58 1`Y' i, r ,� PILASTER W LIGHT \ ' �� ? > x \ BMP - HYDROSEED 8 ` �V o ^/ 71.9 i TO REMAIN N �j•i AgC > o _ � 40 �- � GRASS SWALES E � / 23� BMP - HYDROSEED 3 � K 12' C.B. MISTING � � LE � EE 6 � 11 N, I\ ° o' 2g -_ GRASS SWALES E 1098 � O ° ^ TG 7L5 HOUSE T' x s T N SEE DWG. N0. 68.7 REM AI I ^ M L !:' b 1 o 0 2% F . 9117 �P -nHYDR Z" / k \ F�� 12 ,S \ GR4�SS FE 74.80. p w 2 "x 12" Q 0 2 "x 12 C.B. j. _- _ - 2 "x 12" C.B.- ^. ^ J r) ? C TG :oj_'- : DRAINAGE EASNENT -- N o�'- >S IG 74.50 i s =- EXISTING SH k O ( w^ IE _ 0 - �- >z \r; TG 73.00 . -i_ : =„ 2Q _ .�a- \ E 65 9 7p 74 \8 0 .__ 6 „_ IE 66.56 ?��0 0 - -- - >0 E 67.9 q . IE 71.50�a - - - TO REMAIN - - -- ^k IVF - _- -- 5.00' 9.67 : - -- - -- - - - N of 12N 12" -- -�-5 -- N'1 5 3 C-F "W 457.83 0 co •TG 74.00 - o - --- �' ,° -}- ° LNSE TRE,_S EXI &TING PVC TO 73.00 '� EXIS3 NG MEX!CA N E ISTIN 0 5� - T M DRAIN TO 73.�J ALO G FE CE TO ro V 70.63' F 1.50' {�b T _ ( ^ y FAN�PALM TO RE AIN E �/I VATER C _ _ _ 66.31 1 E 67 -21 - BE REMOV D k - WA}�R M RS �� MPLE a Z 146.27' 6835' 0V 8 - - TO REMAIN ^ ^ RFr, INw S° 102 -63' , 1 0- EXISTING WOOD W 75.33 TW 74.33 I o TW 0 RE ALONG LOT 8 �'- O oo W 0 O- I EXI EXISTING 5' DRAINAGE - �_� 12" HOPE 1.0% PE G. N0. 9117 -'� O� ° / TO F_ RE VED 'o o Z I PER DWG. NC. 9117 -G RETAINING WALL o / / EXIST. HOUSE: o ^ \ LIJ EASEMENT PER DEED REC. k N. x \ C) APRIL 9, 2004 AS DOC, N0. (PER DWG. N0. 911 I -G ( f7 °� ( r> r r� k V U I� 2004 - 0306073, O.R. k I J 1 S, J _ J J _ z JP ENGINEERING, INC. CIVIL ENGINEERING mLAND PLANNING a SURVEYING 4849 RONSON COURT, SUITE 105 NOTE: FOR PUBLIC SEWER, WATER, STORM DRAIN AND SAN DIEGO, CA 92111 STREET SEE IMPROVEMENT PLANS DWG. NO. ° (858) 569 -7377 FAX (858) 569 -0830 9117 -I. FOR ROUGH GRADING PLAN SEE DWG. ENGINES 0��a ORK�`: FILE CODE: NO. 9117 -G. � C ,We 9.z " °s 717 -04 +aa J.H. PALACIOS, R.C.E. 32031 DATE '!l REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DES R41J By REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DES R41J By APPROVALS Clip F I IiAS ENGINEERING SERVICES DEPARTMENT DRAWING NO, W Q CL JL L JH V 2 "AI 40 7* PER NORTH COUNTY VERTICAL CONTROL PLANS PREPARED UNDER SUPERVISI ❑N ❑F RECOMMENDED APR ❑ ED \� BMP PLANS FOR ONL DD Sk BOOK, A ❑C 0145 LOCATED ON LA COSTA AV. BRIDGE OVER AT &SF RR ON .- HORIZONTAL 1 -20 DATE 9 -Z -a� BY; � �� ` , BY. AA'' p� Itl INd 1 9�7- 5 11✓ SW CORNER ❑F CONCRETE WALK AK STANDARD DISK FOUND FLUSH WITH SURFACE, VERTICAL N/A R,C,E, N❑, � 32031 DATE; C� �,r� � _ _9_ DATE; -L4` -` ELEVATI ❑N = 59,308 JORGE H, PALACIOS EXP. 12 -31 -06 f WORK PROJECT NO. SHEET 3 OF 3 11