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1992-3208 G (Plans) WORK TO BE DONE GRADING: SOILS ENGINEER'S CERTIFICATE LEGEND I, So}1N_E_ 1 A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, GENERAL 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY TOP OF CURB ELEVATION • . • .. • TC CERTIFY NGINEER OR UNDER THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES -5- OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS FLOW LINE ELEVATION • • • • • • • . • .. • • • • • . • . FL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOM- SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM FINISH SURFACE ELEVATION • • • • . . • . • . • • . • FS MENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, , OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION ALL EMBANKMENTS AND EXCAVATIONS FINISH GRADE ELEVATION • • • • • . • . • • ° • • • • • FG I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED 0 STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL NG P IN THE G T NCOR I HAVE BEEN PR T FOR PLANS OR HIS PROJECT N PORAED GRADING STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL BACK OF SIDEWALK BW AND SPECI FIC A TIONS. IN THE SOILS ILS REPORT OR HIS OJECT TON of N Re. ED WALL w RA DI is L AM S T t7o� v1 BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. HIGH POINT . . . Hp 'lb NAVE B ,4�PPRovEt� �3Y THE. LvTY A5 �eS,�NE� say �'HE ST' FINISH FLOOR ELEVATION FF SIGNED: .................. 2. THE SOILS REPORT TITLED GEOTECHNICA� ENGINEERING EXPLORATION AND ANALYSIS - PREPARED BY 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE ENG tNEE�. __ `-� _GILES ENGINEERING ASSOC. 6-5-92 -SHALL BE CONSIDERED AS A PART OF THIS DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DATE: _ 10_27• ct2 GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMEND- DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE PAD ELEVATION • • . • . • . • • . •• • • • • • . • • • • PE Q v ATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PIPE INVERT ELEVATION • • • • • . • . • • . • ° • • • INV R.C.E. NO.: _ 4t3 3 d 9 EXP. DATE: 6_3c) _9(0 y�a N ��'� PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. v 5413 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATIONS AND EXISTING GRADE • ° • • • • • • • (135.0) No TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED. AND FILL SHALL BE PLACED IN FLOW LINE WITH DIRECTION . .... ... * ;. , SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION -ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE OF FLOW AND PERCENTAGE ... ... ................. DECLARATION OF RESPONSIBLE CHARGE WITH IMPROVEMENT PLANS. MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM ASPHALT CONCRETE • . • • • • • • • • • • . • • • • .CIVIL r �Q NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN PROPERTY LINE 0/' CIVIL � 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. .......... : ......... . __ _ _ _� COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION , AVE TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. TOP /TOE OF SLOPE • • • • • • • ------ - - - - -_ 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 6703 OF THE BUSINESS AND PROFESSIONS C ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED � EXIST. CONTOUR SCREENED ODE, AND THAT THE DESIGN IS CONSISTENT WITH 4 CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE 'TO PRODUCE SMOOTH ( ) SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. CURRENT STANDARDS. SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS FINISH CONTOUR . . • . ... • • . . . . . . . • • . . . ° 40 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER CUT SLOPE (2:1 MAX) • • . • . • • • . . • • • . • • • ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED OF MY RESPONSIBILITES FOR PROJECT DESIGN. SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, IN ACCORDANCE WITH THE GRADING ORDINANCE. FILL SLOPE 2:1 MAX) ° • • • • INC. , DAVID EVANS AND ASSOCIATES INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE 1700 IOWA AVENUE, SUITE ES, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED RETAINING WALL (SEE DETAIL BELOW) RIVERSIDE, CALIFORNIA 92507 -3402 OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS (714) 686 -6644 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY RETAINING WALL (TYPE A, C -4) • • .. ° • ° • • HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGIN- 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. EER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. STREET LIGHT STANDARD (E -1) • • • • • • • • BY: - - - - -- DATE: _� D 2(0 � - -� L - - - - -- 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD - - -_ SI E WITH THE FOLLOWING PEOPLE PRESENT, CITY INSPECTOR, CIVIL ENGINEER SOILS RCE NO.: ___ 43868 - - - -- EXP. DATE: 6-30-93 CERTIFICATE ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADING MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 944 -3374. i' 10. NO INSPECTION BEYOND THE FOUNDATION ARE TO BE PROVIDED BY THE BUILDING DEPART- LANDSCAPING: LEGAL DESCRIPTION 1 MENT UNTIL RECEIPT OF THE ROUGH GRADING APPROVAL NOTICE APPROPRIATELY SIGNED BY THE PUBLIC WORKS ENGINEERING INSPECTOR. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN j r OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE 1 ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE COMPACTION AND STABILITY OF THIS SITE. LOT 18 AND 19 OF THE "CITY OF ENCINITAS TRACT NO. 4255 ", � IN THE CITY OF ENCINITAS, 11. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND COUNTY WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF, NO. 11909, CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON OCTOBER 1, 1987. CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 A.P.N. 257 - 470 -18 & 19 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. DATE 12. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION SHALL 3. CONTRACTOR SHALL REFER TO SOILS REPORT OR CONTACT SOILS ENGINEER FOR INFORMATION REGARDING I RDING BE EARTHWORK SHRINKAGE SUBSIDENCE, - I PROVIDED STATING: DENCE, STRIPING, BUILDING OVER EXCAVATION, ETC. ° "THE GRADING UNDER PERMIT N0._ BASIS OF BEARING - ______HAS BEEN PERFORMED IN SUBSTANTIAL OWNER & PERMITTEE CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE j OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. THECN CENTERLINE OF GARDEN VIEW ROAD A S SHOWN ON SAID MAP N0. 1 1909. >AGE�NT-ATTHEW LS REST NTS, INC J09EP// �'.9/UFOrP�! //UDfI F.91C0�1/ /D I.E N 88'43'53" W LLEN DF�IVE Z8�'�// �� L;!//�iJ/ O N CFA EROSION CONTROL: 3 ,SU /TE202 NOTIFICATIONS 2859 -3330 � /y /Ti�.� �, EARN �� /F��y�w l. 252 -8 97074f -.5'38.5 REFERENCE DRAWINGS: (V IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MATTHEW AHERN AT (714) 252 -8707 � 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT PREVIOUS ROUGH GRADING PLAN FOR GAR Q THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN * DEN VIEW PLAZA KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: RAIN IS EMINENT. EARTHWO SAN DIEGO COUNTY U THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF GRADING PERMIT N0. L- 1174 W EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S OF THE ENGINEERING INSPECTOR. CUT 13,100 C.Y. MAP N0. 11809 (LOTS 18 & 19) La RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR FILL 5,900 C.Y. TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE EXPORT 7,200 C.Y. 1 (� COMMENCEMENT OF WORK: SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. V) A. SEWERS - L.C.W.D. (619) 753 -0155 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED W � - I' I GorIG• ceP BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN * EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND ARE _ MTANC T ,� 1 +� T . �w*4ii i AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL QUANTITIES `� '� �ti � B. GAS & ELECTRIC CIRCUS S.D.G. & E. 800 - 422 -4133 ES WHICH MAY ARISE. UTILIZED FOR PERMIT VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND /OR SWELLING FACTORS. Acofb9EO La�lo�c uq 1 C. WATER - O.M.W.D. (619) 753 -6466 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT N. a; O PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. ' ^ M D. TELEPHONE - PACIFIC BELL 800 - 422 -4133 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE \ \\ E. CABLE TV - DANIELS CABLEVISION 800 - 422 -4133 INCORPORATED HEREON. i 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE �� 0 4 24 0,6.. v Qn 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY R�. {' , �� ,.• gol. GFa1f ew eFa.�, � _ AT THE CONCLUSION OF EACH WORK DAY. WORK ON THIS PROJECT. PHONE: (619) 944 -5070 � 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING 1 " , (/) PHONE: (619)944 -3374. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). 0 WILL SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. �eN RD• % BE SUBJECT TO REJECTION AND REMOVAL. GNWE, - W 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF < I . > GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED SITE P • AS -BU I LTS WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND OUKAIN VISTA SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. Q * * QUANTITY ESTIMATE. 4 i 2'I GoNG. I / O BLVD. * 0" C,eouT pw ceu4, L4 O (D L I i N Rp _ �1� "'� �'F pebij 3 PEe�o 1�n 3" AC OVER 6 1 /2" BASE 51,970 SF Pi ri W/ I w, Fr• CiW94. CO 6" CURB AND GUTTER 360 LF IVAN R. FOX, R.C.E. C 38144 N \ � P c� i PEA uu Pt PIPS O 6" CURB 1,600 LF EXPIRATION DATE: 3 -31 -97 ADDITIONAL NOTES: ��c\ � x e� ,, c� „ O 4" . THICK SIDEWALK 2,370 SF DATE:. _�� _2 �_ oR 7 \�,,\ \ SANTA FE �� 2' WIDE CROSS GUTTER 190 LF Oe �tO S /� 1. REFER TO ARCHITECTURAL SITE PLAN FOR SITE LAYOUT AND DIMENSIONS. M s `-° .. OF 6" CONCRETE PAD 240 SF �,k, � R. CURB INLET F� F _ � 1 e . 2. EXISTING TOPOGRAPHY INFORMATION IS BASED ON A. L.T.A. SURVEY FOR LOT 18 AND 19 OF 2 EA CIO 2 OF MAP N0. 11909 PRODUCED BY PLANK SURVEYING, INC., DATED MAY 19,1992 - - HANDICAP RAMP 2 EA w 03814 rrnn AND REVISED ON JUNE 6, 1992. E J. CRp 7 3. CONTRACTOR SHALL R EFER TO SOILS REPORT OR CONTACT SOILS ENGINEER FOR INFORMATION 15" PVC DRAIN PIPE 1 10 LF � Cr ��3• �/ * N REGARDING EARTHWORK SHRINKAGE, SUBSIDENCE, STRIPING, BUILDING OVER- EXCAVATION, ETC. CONCRETE DRIVEWAY 760 SF O u u I � `����� No. 43M ,} VICINITY MAP r 3 12 2-3 OM .. /T � C� ** QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY AND SHALL NOT F CAL N.T.S. Loi N Z N BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES. I b, I I L I I A RETA 11 , 4111.0 N.T.S. of Z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIG JM D B DRAWN CH CT C D B APPROVALS CITY ©F EN C INITAS 0 = I OFF$lTE GRAD /NG AND �1 -24 -9z M/T3za8GI / -I z CINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. � .Q � STORM P9,41Al REV1510A/ , � _ pEj�v/ /7-ys�v= A COUNTY OF SAN DIEGO STREET PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED /- /S'Q�5' PRECISE GRADING PLANS FOR 4 AS- BUILTS CENTERLINE MONUMENT AT STATION HORIZONTAL 1 " =20' DATE D 2 BY (� G FiN +9L /N 3/'l�CTiON 09-9 68 +70 BC, IN THE CENTERLINE OF THE OLIVE GARDEN REST A U RANT 32080 esp. EL CAMINO REAL 1.28 MILES NORTH �NT OF THE INTERSECTION OF ENCINITAS VERTICAL N/A R.C.E. N0. 43868 DATE �'� L NoText NoText NoText