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1991-2786 G (Plans) 141770 GRADING NOTES A. GENERAL D. LANDSCAPING LEGEND 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD I. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS PROPERTY BOUNDARY EK/STING B PUBL /C SEWER EA4EMENT SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND B AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS IRRIGATION STANDARDS. THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY 2• FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR EXISTING CONTOUR U/dCL �� 2. f 6 � "1� REQUEST FOR INSPECTION. TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED B(JICD /N6 THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION, 2100 BLOCK OF BETWEEN OCTOBER 1 AND APRIL 15. EXISTING ELEVATION f NEWCASTLE AVENUE, ASSESSORS PARCEL NUMBERS 261 - 061 -12, 13, 14 & 15 (� 65'to ) Pg ENCINITAS, CALIFORNIA PREPARED BY LEIGHTON AND ASSOCIATES, .E. EROSION CONTROL 20' 3 "x4 "PRESSURE rgmrEO LEDGER /,U/ GEOTECHNICAL AND ENVIRONMENT ENGINEERING CONSULTANTS DATED 5/8" 4NLy0R aOLTs @ 3e" % \ • JANUARY 26, 1990 AND UPDATE SOILS LETTERS PREPARED BY LEIGHTON AND 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RUSSELL DE PHILLIPS AT EXISTING EDGE OF PAVEMENT I lC ITVP Ot BOTH SIOFS) ASSOCIATES DATED APRIL 12, 1991, JUNE 13, 1991, APRIL 28, 1992 AND MAY 22, (619)232 -7103. 1992 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING 2 • EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE EXISTING CURB & GUTTER ' SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 0100 - - - SPECIFICATIONS CONTAINED IN SAID REPORT. BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID 3. DEVICES SHOWN ON PLANS SHALL N DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION PRESSURE - rREdrEO_ 2 .- . CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. PROPOSED CONTOUR AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET 7� DECK REDW000 �- -x-- _ NOT BE MOVED OR MODIFIED WITHOUT THE 3. APPROVAL OF THIS PLAN r' RIGHT- ORWAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE APPROVAL CONTRACTOR ENGINEERING INSPECTOR. REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH PROPOSED ELEVATION 40 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO RUN -OFF PRODUCING RAINFALL. PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING + 7 t 60 tc � b ' S. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING PROPOSED CONC. DRIVEWAY (G -14) m x EXISTING PRIOR TO GRADING. OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. W a 30x 15 RECT4N�UL4RLOAlC 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 6• THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PROPOSED SLOPE IWA/A/EC . WC810RME4SURE MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. WATERS CREATE A HAZARDOUS CONDITION. T = ( 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING 146 /4" Ole NOR/z. 0?4GE FCooR DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING PLAN SHALL BE INCORPORATED HEREON. PROPOSED STORM DRAIN PIPE 14 & /O Ole e) TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM � AND REGULATIONS. THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. PROPOSED 6" SQUARE BRASS GRATE `� 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END b / STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE PER NDS M92OB OR EQUIVALENT sigcTIO A / A _ A ' HOURS IZ 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST c� ` ! /V LJ Ld RECOGNIZED HOLIDAYS. EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL PROPOSED 4" ATRIUM GRATE ALTS. d`40 /?' 0/C B. NOTIFICATIONS PER NDS+Y75 OR EQUIVALENT 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE S•0' 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, rRdNSlT/ON S10FW4L9 STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN PROPOSED RETAINING WALL �- 3'/RREU0�6LE Ax4dv G CONTROL HANDBOOK OF THE STA 0/C AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO ACCORDANCE WITH SECTION 3 STA OF THE EROSION AND SEDIMENT PRESSURE- 1RE4TED EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: TE OF CALIFORNIA DEPARTMENT OF OFFERDFDED/edr /0N 1YEOW600 oEClf Q "x 9" CONSERVATION. PROPOSED HARD SCAPE x 5 /e "(rYP 4 P�dcES) CONCRETE THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROPOSED SlOEWdLK dC PdU6MENr PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. LS ENGINEER'S CERTIFICATE s IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING SOI I, JOSEPH FRANZONE, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PROPOSED AC PAVEMENT ' , . ,, OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY P, , . 4 a ,. . VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF �O COMMENCEMENT OF WORK: CERTIFY THAT A SAMPLING AND STUDY THE SOILS CONDITIONS PREVALENT ' WITHIN THIS SITE WAS MADE BY ME OR UNDER PROPOSED TYPE 'G' CURB & GUTTER MY DIRECTION ON THE DATE OF T 1 S• � - V SEWER (CARDIFF SANITATION DISTRICT) 1-619-944-5079 JANUARY 26,1990. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM SAN DIEGO GAS & ELECTRIC THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF PROPOSED TYPE 'G' CURB / 1- 800.422 -4133 THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND �o WATER (SAN DIEGUITO WATER DISTRICT) 1 -619- 753 -1145 CERTIFY THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS e � 1-804422-4133 PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. RECrdNGUCdR ° PACIFIC BELL AFTER r0 60R60 0- 25 FOR CABLE TV (DIMENSION CABLE SERVICES) 1800 4�� PROPOSED CONC. RIBBON GUTTER CA CONCRETE fdNNEL RE/AIFORCEMENT4 dmmaA14L INFORMdTlON 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO SIGNED: �_R'''.'� PROP060 B ° CURB eGUrrER BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 9445070 PROPOSED BUILDING WALL RCE N Caf h ? /NOICATES ELEUdTION 1 / ll4" 3 " -6" 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. RCE DATE: (FOR REFERENCE ONLY) TE: �� a: ,� / d d PER PLdN. 6 RO(V p - p PHONE: (619) 944-5070. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.' C. GRADING ENVIRONMENTAL REVIEW NOTES 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS DECLARATION OF RESPONSIBLE CHARGE -• a 3 "x3 "xl /4 "gV /y /g'�x0 "WEL 1. EARTHWORK QUANTITIES ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE STUDS /2" C EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROTECT, THAT I CUT -1,600 C.Y. COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS C REQUIRED HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS FILL -50 C.Y. 114 AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON DEFINES IN ONSIS SECTI 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE EXPORT -1,550 C.Y. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS - - - - - AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY 30% a• 4 4'x 3 OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL THE COUNTY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE 3. MAXIMUM VERTICAL DEPTH OF CUT IS 11.75 FEET. EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROTECT DESIGN. ' MAXIMUM VERTICAL DEPTH OF FILL IS 4 FEET. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO SOWARDS AND BROWN ENGINEERING, INC. PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL 2187 NEWCASTLE AVE., SUITE 202 4. VOLUME OF CUT 43 20Q FT .3 CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR CARDIFF BY THE SEA, CA 92007 AREA OF CUT 7,600 FT.' a 5.7 FEET AVERAGE DEPTH OF CUT TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO VOLUME OF FILL 1.350 FT 3 PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS AREA OF FILL 2,400 Ff. 0.6 FEET AVERAGE DEPTH OF FILL - #49 /4' a�C PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. BY �%- e K- DATE # 49 /0' 0/6 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE RANDY R. BROWN RCE 36190 PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE cS MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE z SEC RoAl I i 'J , CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. SOURCE OF TOPOGRAPHY LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM LEGAL DESCRIPTION MAY 180 RAPHY SURVEY PERFORMED BY MAYES SURVEYING COMPANY ON 2 Al T5 / NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" LOT 31, 32, 33 & 34, BLOCK 30, MAP 1298 x AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE w CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE ASSESSORS PARCEL NUMBER FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. w W NOTES 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO 261-061-12,13.14 & 15 PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF RE;PON;lBILIT 8Y !7 /STRICT ENDS 4 ///E P/�OPERtU [ INE. l DOUBLE C!IECK DETECTOR CF /ECR TO BE l�l;T4LLED PER 5DU/O A/C, P T EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED OWNER/DEVELOPER \ �n� � NOTE CI O � REPA /R e' AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY RUSSELL M. DE PHILLIPS & FREDERIC MILBERG X� m �fs/w'R. MAlAITE /4NCE THE B4CHFC0lN dEU /CE !S THE OWA/ERS RESPDA/S /8 /LITy CONDITION. ALL STONE, ROOTS AND OTHER WASTE MATTER EXPOSED OR 225 BROADWAY ' 1 SEE /MpROUEM4Vr1 ?7,86-1 jF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME 1313 COAST SAVINGS TOWER r � J ° v fOR PUBC /C / MPROUEMENTS. efpygpp� p x , 2. 4 REDUCEC PRE; RE DEVICE /5 ,REQUIRED 6691A1d rWF METER ON LOOSENED SHALL BE REMOV AND DISPOSED OF. THE TOE AND TOP OF ALL SAN DIEGO, CA 92101 V) l; r PRIVdTE Fr{JPERT PER 0wo ow P- 54 5 SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. PHONE: 619 -232 -7103 C!/ECH FOR TIE REQU /RES . ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE 1 1h Jr 3 3 TFIE DOUB[E DETELTO fIRE LINE 4 COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 11' f W � y h � o �d BETA /NINA N4LL W!T T//E SLOPED L4NO,SC4PE 4RE4 . PROvIOC CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A �V �C 0 2 FT of CLE VLE 4R41 FD REP4LR. - ���/// NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL " "" '�,��\� � • -' OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 0 1 \ 00 •�I Z�z\ Y /C// V/ / / q -- - t%- 9 Q lmil W P7;, 3614(1 n u� 4 I --- �- > Rmidv R Brown' RCS 36190 - C/, W 1 -ii Li J REVISIONS APPROVED DATE BF REFERENCES DATE 400 W4rLR NOTES PER W47ER GIST , y BENCH MARK SCALE SPECIAL DISTRICT (D Cad R APPROVALS M '�s eu /, r y -4 -v PHt vdlL IN de FdUEMENrdrCENrERLINE C ITY OF EN OF LOT 3/ HORIZONTAL CINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. L 1(�. • .�. `l�z.z.(�i7. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED BUILT B /0 53 OF A/EdVCe1CTCE dVE SOUTNERCy LINE ATONE 6Rd0 /A4; PCdn/ FOR' ql� OD � ��• DATE BY: �'^ n. �.. M05 NEGVCd�TLE QUE'tVUE �J7 /,� ECEU. 69.40 BY: G" / Ste/ - ig RQ NONE . , _ ,: „. ,• d VERTICAL R.C.E. NO.: 36/90 *_?�- - pR OfE4S1OIMdL OFFICE 6U /LD /il/G A( BROWN DATE - DATE . '1:7 -'f ENGINEER EXP. (O 30/96 R.C.E. R.C.E. R.-IL-9 WORK PROJECT NO. Q0-028 SHEET l OF Q rl 14 .37o TXISLBUILD /NG 00 I •� �' 75 - -- -- ��1y1 — — — �I -- — — , 1y PROPOSED CURBdGUTTER' - -- - ------ - - - - -- E XIST 6/.F 8 00 -_ PROPOSED GRdOE �" � �� 1y CXIST G' 7 ?40 PROPOSED GdRdGE NdL[ - �' ' F,YlSL GRdOE PR0P0b'60 GdKAG6 !il/d LC -� 7 70 � PROPOSED - - frA/lSH SURfdCE - - - O n 7 . �, ,,; e , e n �: • d ' . -. � . . , . : ! - I mo_, e - -- e Noaiz l = /o' a.• 0� un r I � NORIZ l "' =10' o UERT / "• 2' PROPOSED GdRdGE GvfLC , 4 SrDEGUdtIS q — "" I C • \ EX /S7 dl Pdowevr a .¢// 1 Q PROPOSED ?' ORQ" PUC STORMORdrAI a G5 20 PROPOSED G'QRdGE F /N /SH SURfdCE � PIPE PER PLAN - - -- - �5 PROPOSED Q "PUT PUC. PROPQSED ? "PUCPUC STORM DRdIA/ PIPE STORM DRd/A/ P/PE 15 . a CONCRETE CNCd:sEMEAIT `OR PUT. PUC S TORM 094 141 PIPF -- SECTION E -E - — 3 4 t , 1 11725 1� 9' M ODIF /ED TYPE CURB INLET - - - - -- —� I I PER SORSD �3 TOP 71 5 rE 70 :167 13 )u Ot 19.50 ENO MOO /F /ED TYPE CaRg /y�T ti I TXdNS/r /ON TO 24 "W /DE SECT /ON PEfi SEC. 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SLAB #4� /b "�c EW � 3 °PUC ORMDRdINPIPE @ ?.0 %,y /N • M 6 q • �4 @ 16 \ V OPETOCURB • ti — 4'PVC STORM ORdrN _ \ tp eOAlr P /PE Q lO / 01A1 \� 00 #4 49 /4 "9'c • - X 25'X9'DEEPSUMP MOTE.' f 2, INTER /DFf ,4f1 TEN DRAIN �„ S USED - - - Y _ CT/ ON ; C'- F ' ' F ' Q Q FOR /NTERMITTH /NG� OF 6QRAGE dN0 SP /L(E oo TEFL dYAPPROVED Eq[JAL, BUgMERSIBLE SUMP 96 PUMP O ) it NLY 07,44L sECTroN gTEEL SNdFT TOTALLY ENCLUSEOMUTOR CASING, //3 S , 1/5 v /0 33 GPM @ /O' HFD. >� t�� — nC /� / ' lL r� cr .3619 y C �i 1 / G. = ' E A. 630-96 r .. , 9 REVISIONS APPROVED DATE REFERENCES Randy R Brown Kt 36190 �� OF Cl�.�� Qs - aultT DATE BENCH MARK SCALE B lO gq SPECIAL DISTRICT DFSI N D BY PlfNdlL /NQCPQVEM6NTQTCGNT6RClNE OF S rtrs6 Ff RED APPROVALS zorgt. dUE E 90UTNERLYI /d/FOF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED E CITY OF E KS DEPARTMENT DR LOT B/. HORIZONTAL APPROVED NCINITAS PUBLIC WORKS AW _ NG N� Fall 69,40 DATE : � 14 9? Gh'QDING PCdN FOR: VERTICAL � .. 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