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1996-276338
MAP NO 13333 AMENDED M A P OF 1 OF 17 SHEETS SHEET CI TY ENCINIT A MAP Now y . 5 a C I T Y O F ENC A TRACT No. _ 4 U NIT S A N D 111 WE HEREBY STATE THAT WE ARE THE OWNERS OF OR ARE BEING AN AMENDED MAP OF CITY OF ENCINITAS TRACT NO. 94 -066 UNITS 1, If AND 111, MAP NO. 13258 INTERESTED IN THE LAND SUBDIVIDED BY THIS MAP AND WE BEING A SUBDIVISION OF A PORTION OF THE SOUTH ONE -HALF OF SECTION - - , t 4ND - A PORTION OF THE NORTH ONE -HALF 1, PATRICK N. O'DAY, A REGISTERED CIVIL ENGINEER OF THE CONSENT TO THE PREPARATION AND RECORDATION OF THIS MAP. AND A PORTION OF THE NORTHWEST ONE- QUARTER OF THE SOUTHWEST ONE - QUARTER`' O' SECTION 11, TOWNSHIP 13 SOUTH, STATE OF CALIFORNIA, HEREBY STATE THAT THE SURVEY OF WE HEREBY GRANT TO THE CITY OF ENCINITAS THE PUBLIC RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE CITY OF ENCINIT -_ C OITY,_4F SAN DIEGO, STATE OF CALIFORNIA, THIS SUBDIVISION WAS MADE BY ME OR UNDER MY DIRECTION ACCESS AND DRAINAGE EASEMENTS, ALL AS SHOWN ON THIS MAP. ACCORDING TO THE UNITED STATES GOVERNMENT 'StJ VEATD APRIL 19, 1881. IN FEBRUARY AND MARCH, 1994, AND THAT SAID SURVEY IS WE HEREBY DEDICATE TO THE PUBLIC VIA CANTEBRIA, GARDEN SAID AMENDED PORTIONS AFFECT LOTS 8, 9, 21, 22, 23, 24, 25, 26, 27, 28, 38, 39, 41, 4 4?,( 46 OF CITY OF ENCINITAS TRACT TRUE AND COMPLETE AS SHOWN; THAT ALL THE MONUMENTS OF NO. 94 -066 UNITS 1, 11 AND Ill, ACCORDING TO MAP NO. 13258, RECORDED NOVEMBER 7, 1995 AS FILE NO. 1995 - 0507870, THE CHARACTER INDICATED HAVE BEEN SET OR FOUND AT THE VIEW ROAD, TOWN CENTER DRIVE, LEUCADIA BOULEVARD, AND EL AS WELL AS WATER AND SEWER EASEMENTS AS SHOWN ON SHEET 16. SUBDIVISION BOUNDARY CORNERS AND I WILL SET ALL OTHER CAMINO REAL, ALL AS SHOWN ON THIS MAP. R 0 E WE HEREBY GRANT TO THE CITY OF ENCINITAS ON BEHALF OF THE THE SUBDIVISION GUARANTEE FOR THIS SUBDIVISION IS FURNISHED BY FIRST AMERICAN TITLE INSURANCE COMPANY AS MONUMENTS OF CHARACTER, AND AT POSITIONS INDICATED BY ORDER 0. 115NO - 15, DATED MA 920 /916F THE LEGEND IN THIS MAP WITHIN THIRTY (30) DAYS AFTER PUBLIC THE EASEMENTS FOR PEDESTRIAN ACCESS OVER AND THE COMPLETION OF THE REQUIRED IMPROVEMENTS AND SUCH ACROSS PORTIONS D LOTS 10, W O 13, 18, . 20, 21, 22, CARL T Lt LIMITED PARTNERSHIP, AS OWNER THE OLIVENHAIN MUNICIPAL WATER DISTRICT HEREBY ACCEP=TS THE MONUMENTS ARE OR WILL BE SUFFICIENT TO ENABLE THE 34, 35, 36, 37, AND 38 AS SHOWN ON THIS MAP. . GRANT OF EASEMENTS DESCRIBED HEREIN, SURVEY TO BE RETRACED (SEE INCLUDING ALL 'TERMS AND EE LEGEND ON SHEET N0. 3). WE HEREBY DEDICATE TO THE PUBLIC THAT PORTION OF GARDEN N CONDITIONS CONTAINED IN THE CERTIFICATE GRANTING EASEMENTS ES VIEW ROAD DESIGNATED "RESERVED FOR FUTURE STREET', AS NAME: �' ��f � e% c 4*tAcf0" ows WITHIN PRIVATE STREETS GRANTED TO THE OLIVENHAIN. MUNICIPAL S � SHOWN ON THIS MAP. O� WATER DISTRICT ON CDU . Y SA1? GO TACT NO 4413 MAP PATRICK No 'DAY RCE CHARLES S. CARTER AND RUTH DRAPER CARTER AS CO TRUSTEES N0. 11372, RECORDED N�E R 21 X85: �T '1V N` - CIPAL WATER BY. � WE HEREBY RELINQUISH AND WAIVE ACCESS RIGHTS FROM UNDER E LARATI N OF TRU D TE JUNE 2, 1982, AS OWNERS CIE L E NAIN MUNI R• 1 MY REGISTRATION EXPIRES DISTRICT CONSENTS TO THE RECORDATION OF THIS MAP loft. LOTS 3, 4, 5, 7, 8, 10, 11, 12, 13, 14, 20, 21, AND 22 IN BY; AND HAS AUTHORIZED ITS GENERAL ALA LR TO - T11 CERTIFI- U NO. X AND TO LEUCADIA BOULEVARD, AS SHOWN ON THIS MAP. W BY: CATE PURSUANT TO BOARD RESOLUTION NO: ADOP'T'ED WE HEREBY GRANT TO THE CITY OF ENCINITAS ON BEHALF OF THE JANUARY 15, 1987. DR 31/311V if PUBLIC THE EASEMENTS FOR PUBLIC RECREATION TRAILS OVER AND RAYMOND A. WHITWER, DAVID N. WHITWER, CRAIG P. WHITWER AND OLIVENHAIN MUNICIPAL WA DISTRICT CIVIL �. ACROSS PORTIONS OF LOTS 33 AND 41, AS SHOWN ON THIS MAP. GE k HITWER AS T ANTS IN COM N, AS OWNERS DATE: +'� '9l 0 iW71A WE HEREBY GRANT TO THE CITY OF ENCINITAS EASEMENTS FOR • RETAINING WALL CONSTRUCTION AND MAINTENANCE, AND FOR B Y. BY. u VEHICULAR SIGHT DISTANCE OVER PORTIONS OF LOT 44. ' I, ALAN D. A1Fil>BAL''CITI'` �'NGINEER OF THE CITY OF BY: /� Y: GENERAL MANAGER - ENCINITAS, STATE THAT I HAVE EXAMINED THIS MAP; THAT WE HEREBY ALSO GRANT TO THE CITY OF ENCINITAS AN THE SUBDIVISION IS SUBSTANTIALLY THE SAME AS IT EASEMENT OVER, UPON, ACROSS AND UNDER LOTS 1, 4 AND ENCINITAS T CENTER OCIATES, LLC, A DELAWARE LIMITED APPEARED ON THE TENTATIVE MAP AND ANY APPROVED 46 AND THOSE PORTIONS OF LOTS 2, 3, 5, 6, 7, 8, AND 9, LIABILITY ANY, AS WN THE SAN DIEGUITO WATER DISTRICT, AN IRRIGATION DISTRICT OF THE ALTERATIONS THEREOF• ' THAT ALL THE PROVISIONS OF THE ALL AS SHOWN ON THIS MAP, (HEREINAFTER REFERRED TO AS STATE OF CALIFORNIA, PURSUANT TO A DULY ADOPTED RESOLUTION OF SUBDIVISION MAP ACT AND TITLE 24 OF THE CITY OF THE SUBJECT LAND, UNLESS OTHERWISE SPECIFIED), TO WIT: BY: ITS BOARD OF DIRECTORS, HEREBY ACCEPTS THE INTEREST IN REAL ENCINITAS CODE HAVE BEEN COMPLIED WITH; AND THAT - - PROPERTY SHOWN AND DESIGNATED ON THIS MAP, SUBJECT TO ALL I AM SATISFIED THAT THIS MAP IS TECHNICALLY CORRECT. (1) A PERPETUAL EASEMENT FOR OPEN SPACE OVER, FIRST INTERSTATE BANK OF CA ORNfA A CALIFORNIA CORPORATION, TERMS AND CONDITIONS CONTAINED IN THE CERTIFICATE GRANTING UPON, ACROSS AND UNDER THE SUBJECT LAND AND NO BUILDING, STRUCTURE OR OTHER THINGS WHATSOEVER AS BENEFICIARY UNDER DEEDS OF TRUST RECORDED DECEMBER 8, 1995 EASEMENTS TO SAN DIEGUITO WATER DISTRICT ON CITY OF ENCINITAS E S TRACT NO TM 94 - 199 MAP NO 13226 RECORDED AUGUST 9 1995 Q,gO S/0 SHALL BE CONSTRUCTED, ERECTED, PLACED OR AS FI N0. 1995 -05599 6 AND N 1995- 0559953 WHICH TERMS AND CONDITIONS ARE HEREBY INCORPORATED BY REFERENC ° MAINTAINED ON THE SUBJECT LAND EXCEPT ALL BY: AS BEING OFFERED FOR DEDICATION TO SAN DIEGUITO WATER DISTRICT ALAN D.:ARC IBALO ��' �Y_ ��� NECESSARY PUBLIC UTILITY LINES. FOR THE PUBLIC PURPOSES SET FORTH IN THE OFFER TO DEDICATE, R.C.E. ,21$ 2 BANK 0.._ 2 THE PERPETUAL RIGHT, BUT NOT THE OBLIGATION, ARlZO A NA, A NATIONAL BANKING ASSOCIATION, AS AND THE GRANTEE CONSENTS TO RECORDATION BY ITS DULY AUTHORIZED MY REGISTRATION EXPIRES 91-30197 1869 TO ENTER UPON THE SUBJECT LAND AND REMOVE ANY BENEFICIARY UNDER DEED OF TRU RECORDED DECEMBER 28, 1995 OFFICER THEREOF. .,: . BUILDINGS, STRUCTURES OR OTHER THINGS AS FI 199- 94916 SAN DIEGUITO WATER DISTRICT WHATSOEVER CONSTRUCTED, ERECTED, PLACED OR 3� 9 q� DATE: �' 3 F MAINTAINED ON THE SUBJECT LAND CONTRARY TO ANY BY. DATE. Cl V I TERM, COVENANT OR CONDITION OF THIS EASEMENT BY. z �F CF CAI 1 C1R�� AND TO DO ANY WORK NECESSARY TO ELIMINATE THE 1, JAMES BENSON, CITY TREASURER OF THE CITY OF ENCINITAS, STATE EFFECTS OF ANY EXCAVATION OR GRADING OR STATE OF CALIFORNIA, HEREBY CERTIFY THAT THERE ARE NO LIENS FOR DISTRICT MANAGER PLACEMENT OF SAND, SOIL, ROCK OR GRAVEL OR ANY UNPAID CITY TAXES OR UNPAID BOND ISSUES UNDER ANY IMPROVE- CLERK OF THE BOARD OF DIRECTORS OTHER MATERIAL DONE OR PLACED ON THE SUBJECT ANENT ACTS OR IMPROVEMENT BOND ACT OF THE STATE OF CALIFORNIA _ LAND CONTRARY TO ANY TERM, COVENANT OR SHOWING ON THE BOOKS OF THIS OFFICE, EXCEPT TAXES NOT YET CONDITION OF THIS EASEMENT. GRANTOR COVENANTS PAYABLE AGAINST THE TRACT OR SUBDIVISION OR ANY PART THEREOF AND AGREES FOR ITSELF AND ITS SUCCESSORS AND SHOWN ON THE ANNEXED MAP AND DESCRIBED IN CAPTION THEREOF. I. SANDRA HOLDER, SECRETARY OF THE PUNNING COMMISSION OF ASSIGNS AS FOLLOWS. THE CITY OF ENCINITAS, STATE OF CALIFORNIA, HEREBY CERTIFY (SEE SHEET FOR CONTINUATION) IN WITNESS WHEREOF, I HAVE SET MY HAND THIS 3 s T DAY THAT THE PLANNING COMMISSION OF SAID CITY HAS APPROVED THIS OF _ ____ 199 MAP; AND HAS ACCEPTED ON BEHALF OF SAID CITY THE PUBLIC WE HEREBY DEDICATE TO E LEUCADIA COUNTY WATER ACCESS AND DRAINAGE EASEMENTS; DISTRICT A PERPETUAL EX USIVE EASEMENT AND RIGHT -OF- JAMES BENSON, CITY TREASURER BY_ _ AND HAS ACCEPTED, ON BEHALF -- OF THE PUBLIC, SUBJECT TO IMPROVEMENT, VIA CANTEBRIA, GARDEN WAY UPON, THROUGH, UND R, OVER AND ACCROSS THE REAL VIEW ROAD, TOWN CENTER DRIVE, EL CAMINO REAL, AND LEUCADIA PROPERTY AS SHOWN ON HIS MAP FOR THE INSTALLATION, WE, COUNTY TREASURER /TAX COLLECTOR OF THE COUNTY OF SAN BOULEVARD, TOGETHER WITH THE ACCESS RIGHTS FROM LOTS 3, 4, 5, CONSTRUCTION, OPERATION MAINTENANCE, REPAIR, DIEGO STATE OF CALIFORNIA AND DIRECTOR OF DEPARTMENT OF 7 8 10 11 12 l3 14 20 21 AND 22 IN AND TO LEUCADIA REPLACEMENT AND RECON TRUCTION OF SEWER PIPELINES PUBLIC WORKS OF SAID COUNTY, HEREBY CERTIFY THAT THERE ARE BOULEVARD, AS RELINQUISHED AND WAIVED ON SAID MAP; AND HAS AND /OR MAINS, MANHOLES, SEWER LATERAL PIPELINES, AND NO UNPAID SPECIAL ASSESSMENTS OR BONDS WHICH MAY BE PAID ACCEPTED ON BEHALF OF SAID CITY THE EASEMENT FOR OPEN SPACE ALL STRUCTURES INCIDENTAL THERETO AS SHOWN ON THIS MAP, IN FULL, SHOWN BY THE BOOKS OF OUR OFFICES, AGAINST THE OVER, UPON, ACROSS AND UNDER LOTS 1, 4, AND 46 AND PORTIONS SUBJECT TO ALL TERMS AND CONDITIONS CONTAINED IN THE TRACT OR SUBDIVISION OR ANY PART THEREOF SHOWN ON THE OF LOTS 2, 3, 5, 6, 7, 8, AND 9 ALL AS DEDICATED ON SAID MAP; CERTIFICATE GRANTING EASEMENTS WITHIN PRIVATE STREETS ANNEXED MAP AND DESCRIBED IN CAPTION THEREOF. AND HAS ACCEPTED ON BEHALF OF THE PUBLIC THE EASEMENT FOR TO THE LEUCADIA COUNTY WATER DISTRICT. PUBLIC RECREATION TRAILS OVER AND ACROSS PORTIONS OF LOTS WE HEREBY GRANT TO THE OLIVENHAIN MUNICIPAL WATER PAUL BO D CO NTY TREASURER /TAX COLLECTOR 33 AND 41, ALL AS GRANTED ON SAID MAP; DISTRICT, A PUBLIC AGENCY, OR ITS SUCCESSORS OR BY. 0 • Z AND HAS ACCEPTED ON BEHALF OF THE PUBLIC THE EASEMENTS FOR DATE: PEDESTRIAN ACCESS OVER AND ACROSS PORTIONS OF LOTS 10, 11 12, ASSIGNS, AN EASEMENT FOR WATER PIPELINES, OTHER EPUTY 13 18, 19, 20, 21, 22, 34, 35, 36, 37, AND 38, ALL AS GRANTED ON DISTRICT FACILITIES, AND FOR ALL ACCESS PURPOSED OVER, D CTOR F O P BLIC ORKS SAID MAP; AND HAS ACCEPTED THE EASEMENTS FOR RETAINING WALL ., UNDER AND ACROSS PRIVATES STREETS AND EASEMENTS AS TOM GARIBAY, � r .. j �9� SHOWN ON THIS MAP, SUBJECT TO ALL TERMS AND CONDITIONS BY; &l _ DATE: � Z� 'G CONSTUCTION AND MAINTENANCE, AND FOR VEHICULAR SIGHT DISTANCE FILE N0. ACROSS PORTIONS OF LOT 44; AND HAS ABANDONED THE EASEMENTS CONTAINED IN THE CERTIFICATE GRANTING EASEMENTS WITHIN FOR DIRECTOR AS INDICATED ON SHEET No. 2 OF SAID MAP; AND HAS REJECTED THE 1, GREGORY J. SMITH, RECORDER OF THE COUNTY OF SAN PRIVATE STREETS TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT. E COUNTY OF SAN DIEGO TRACT N0. 4413, MAP N0. 113729 OFFER OF DEDICATION ON BEHALF OF THE PUBLIC THE PORTION OF GARDEN DIEGO HEREBY CERTIFY THAT I HAVE ACCEPTED FOR RECOR- R UNTY WATER DISTRICT (L.C.W.D.), A SPECIAL DISTRICT OF VIEW ROAD DESIGNATED "RESERVED FOR FUTURE STREET" AS SHOWN ON DATION THIS MAP, FILED AT HE REQUEST OF PATRICK N. ARE HEREBY INCORPORATED RECORDED NOV BY REFERENCE. 21, 19x5, WHICH TERMS AND CONDITIONS LEUCADIA CO THE STATE OF CALIFORNIA, PURSUANT TO A DULY ADOPTED RESOLUTION SAID MAP. THE CITY OF ENCINITAS ABANDONS THE RIGHT -OF -WAY FOR D a4Y , THIS DAY OF 7Z7WC , - OF ITS BOARD OF DIRECTORS, HEREBY ACCEPTS THE INTEREST IN EL CAMINO REAL FROM R.S. 682 AS SHOWN ON SHEET No. 17. 1996 AT 1 O'CLOCK L .M. WE HEREBY GRANT TO THE SAN DIEGUITO WATER DISTRICT, REAL PROPERTY SHOWN AND DESIGNATED ON THIS MAP AS BEING NOTE: SECTION 66477.2 OF THE GOVERNMENT CODE OF THE STATE OF A PUBLIC AGENCY, OR ITS SUCCESSORS OR ASSIGNS, OFFERED FOR DEDICATION TO LEUCADIA COUNTY WATER DISTRICT FOR CALIFORNIA PROVIDES THAT A REJECTED OFFER OF DEDICATION SHALL GREGORY J. SMITH, COUNTY RECORDER A PERMANENT EASEMENT FOR WATER PIPELINES, OTHER THE PUBLIC PURPOSES SET FORTH IN THE OFFER TO DEDICATE, AND REMAIN OPEN AND SUBJECT TO FUTURE ACCEPTANCE BY THE CITY. DISTRICT FACILITIES, AND FOR ALL ACCESS PURPOSES OVER, THE GRANTEE CONSENTS TO RECORDATION BY ITS DULY AUTHORIZED UNDER, AND ACROSS ALL PRIVATE STREETS AND EASEMENTS AS OFFICER THEREOF. IN WITNESS WHEREOF, SAID PUNNING COMMISSION OF THE CITY BY: ' SHOWN ON THIS MAP, SUBJECT TO ALL TERMS AND CONDITIONS LEUCADIA COUNTY WATER DISTRICT OF ENCINITAS HAS CAUSED THESE PRESENTS TO BE EXECUTED COUNTY RECORDER/CLERK D CONTAINED IN THE CERTIFICATE GRANTING EASEMENTS WITHIN BY THE SECRETARY THIS _�„�L DAY OF 1995. PRIVATE STREETS TO THE SAN DIEGUITO WATER DISTRICT ON CITY DATE: M a �� FEE: # 37, o D OF ENCINITAS No. TM 94 -199 MAP No. 13226, RECORDED SANDRA HOLDER MF. 1. 6 d MAP NO. AUGUST 9, 1995, WHICH TERMS AND CONDITIONS ARE HEREBY BY: --- INCORPORATED BY REFERENCE. BY: (SEE SHEET 2 FOR SIGNATURE OMISSIONS) GENERA MANAGER EC ETARY CALIFORNIA COORDINATE INDEX NUMBER 338 -16 71 _ ENCINITAS TENTATIVE AMP ND, C.T. 94-066 O'DAY CONSULTANTS, INC. J.N. 93 -1009 Date: 4/25/96 Time: 13:03 } BY: PC #6 FILE =F: \JOBS \931009 \95M01 -A.DWG MAP NO • 13333 AMEND M A P O F 1 3 � SHEET 2 T F OF 17 SHEE N IN /T A AP N a. 2 5 (CONTINUED FROM SHEET 1) THE SIGNATURES OF THE PARTIES LISTED BELOW, OWNERS OF STATE OF CALIFORNIA EASEMENTS LISTED BELOW, HAVE BEEN OMITTED UNDER THE COUNTY OF SAN DIEGO SS. STATE OF CALIFORNIA ) (A) THAT IT SHALL NOT ERECT, CONSTRUCT, PLACE PROVISIONS OF SECTION 66436, (o) 3 (A) (1) OF THE COUNTY_ OF SA. DIEGO) SS. OR MAINTAIN, OR PERMIT THE ERECTION, CONSTRUCTION, SUBDIVISION MAP ACT, THEIR INTEREST IS SUCH THAT !T ON BEFORE ME, THE UNDERSIGNED, A ON BEFORE ME, THE UNDERSIGNED A LACEMENT OR MAINTENANCE OF ANY BUILDING OR CANNOT RIPEN INTO A FEE TITLE AND SAID SIGNATURES ARE NOTARY P BLIC tIV D FDR SAID STATE, PERSONALLY APPEARED NCi RY Ply LAC I AND FOR SAID STATE, PERSONALLY APPEARED STRUCTURE OR OTHER THING WHATSOEVER ON THE NOT REQUIRED BY THE GOVERNING BODY: (PERSONALLY KNOWN TO ME) (PERSONALLY KNOWN TO ME) SUBJECT LAND OTHER THAN ALL NECESSARY PUBLIC ( TO (PROVED TO ME ON THE BASIS OF � SA ISFACTORY EVIDENCE T THE CITY OF ENCINITAS, SUCCESSOR IN INTEREST TO THE BE THE PERSON WHOSE NAM A+i�rr.SUBSCRIBW THE BE THE PERSON WH ) 0 UTILITY LINES. COUNTY OF SAN DIEGO, HOLDER OF EASEMENTS WITHIN INSTRU ( OSE NAME(, ARE SUBSCRIBE TO THE MENT AND ACKN OWLS ED TO ME THAT w taNidr WITHIN INSTRUMENT AND KNOWLED fD TO ME THAT SHE THEY • EXECUTED THE E ) IN HIS /HER /THEIR AUTHORIZED CAPACITY(IES), EXECUTED THE ME IN HER /THEIR AUTHORIZED CAP ACITY IES RECORDED FEBRUARY 6, 1950 IN BOOK 3485, PAGE 218, AND THAT BY N�YH0Wm3IGNATUR� ON THE INSTRUMENT AND THAT ( ' RECORDED FEBRUARY 28, 1950 IN BOOK 3518 PAGE 221; BY HER /T IR SIGNATURE(S) ON THE INSTRUMENT (B) THAT 6 7, 8, AND 9, AS IT SHALL NOT USE SAID LOTS 1, 4, AND 46 AND RECORDED FEBRUARY 28, 1950 IN BOOK 3518, PAGE 226; THE PERSO OR THE ENTITY j' UPON BEHALF OF WHICH THE THE PERSON(S), OR THE ENTITY(IES) UPON BEHALF OF WHICH THE SE PORTIONS OF LOTS 2, 3, 5, RECORDED OCTOBER 18, 1951 IN BOOK 4266 PAGE 577; PERSON( ACTED, EXECUTED THE INSTRUMENT. PERSON(S) ACTED, EXECUTED THE INSTRUMENT. RECORDED OCTOBER 19 1961 AS FILE NO. 181805• RECORDED WITNESS WHEREOF � DESIGNATED, FOR ANY PURPOSE EXCEPT AS OPEN SPACE I HAVE SET MY HAND THIS DAY OF WITNESS WHEREOF I HAVE SET MY HAND THIS OA OF JULY 16, 1987 AS FILE NO. 87- 399609; RECORDED FEBRUARY WITHOUT THE WRITTEN AUTHORIZATION OF THE CITY OF - ENCINITAS OR ITS SUCCESSORS OR ASSIGNS. 15, 1991 AS FILE NO. 91- 0072401, RECORDED NOVEMBER 199 • BER 30, -& , iggfe W NAME. 1994 AS DOC. NO. 1994- 0688626; RECORDED NOVEMBER 30, (C) THAT IT SHALL NOT EXCAVATE OR GRADE OR 1994 AS DOCUMENT NO. 1994- 0688627• ALL SIGNATURE: - F OFFICIAL SIGNATURE. PERMIT ANY EXCAVATING OR GRADING TO BE RECORDS; D NAME. DONE, OR PLACE OR ALLOW TO BE PLACED ANY SAN DIEGO GAS AND ELECTRIC COMPANY, PRINCIPAL PLACE OF BUSINE is COUN OE. PRINCIPAL PUCE OF BUSIN SAND SOIL, , HOLDER OF EASEMENTS ES,S IS COUNTY, ,OF SA EG L, ROCK, GRAVEL OR OTHER RECORDED NOVEMBER 17 194 MY COMMISSION EXPIRES: . MY COMMISSION • 8 IN BOOK 3019, PAGE 492; EXPIRES. MATERIAL WHATSOEVER ON THE SUBJECT LAND WITHOUT THE WRITTEN PERMISSION OF THE RECORDED DECEMBER 21, 1948 IN BOOK 3056, PAGE 245; RECORDED M,� Y � 19 6 � E' CITY OF ENCINITAS OR ITS SUCCESSORS OR 3, 9 A5 F/ N© 1996- ON194f STATE OF CALIFORNIA,. D ASSIGNS; PROVIDED, HOWEVER, THAT GRANTOR RECORDED APRIL 19, 1956 IN BOOK 6066 PAGE 370• RECORDED ) STATE OF CALIFORNIA ) MAY EXCAVATE, GRADE OR PUCE SAND, SOIL, MAY /3, 1996 AS F /L.E'JUe• 1996 - 020/94 OF OFFICIAL RECORDS; COUNTY OF SAN. DIE G_ 1 SS. COUNTY OF SAN IEGO S. ROCK OR GRAVEL OR OTHER MATERIAL ON THE LEUCADIA COUNTY WATER DISTRICT, HOLDER OF AN EASEMENT ON BEFORE ME THE UNDERSI ♦ "' GNED, A ON Z.C� I BEFORE ME, THE UNDERSIGNED, A SUBJECT LAND AS MAY BE PERMITTED BY A RECORDED DECEMBER 22, 1980 AS FILE NO. 80- 429200 OF HQ RY PU lC _INf AND FOR SAID STATE, PERSONALLY APPEARED NOTARY PUQ� , FOR STATE, PERSONALLY APPEARED MAJOR USE PERMIT ISSUED PURSUANT TO THE OFFICIAL RECORDS; - , (PERSONALLY KNOWN TO ME) 1 C a C LAC IIJ 141D (PROVED TO ME ON THE ,BASIS OF SATISFACTORY EVIDENCE TO PROVED TO ZONING ORDINANCE OF THE CITY OF ENCINITAS DAYTO�t/ f/UDSO�t! CoRPOF��T /ON, //OLPFROF�Q /GWTS UNDER ) ( E 1 1 ON THE BASIS OF SA ( L PERSONAL Y KNOWN TO ME) TISFACTORY EVIDENCE TO AND ALL NECESSARY PUBLIC UTILITY LINES. 000UM'�VT RECORDED D�'CMBER Z8, /993~ AS FILE �1/�. /99� 03'949/3 BE THE PERSON( WITHIN INSTRUMENT AND AME WHOSE NAME(o w %rf4 ARE SUBSCRIBED TO THE BE THE PERSONf WHOSE NAME(A) SUBSCRIBED TO THE KNOWLE T O ME THAT (D) THAT THE TERMS, COVENANTS AND CONDITIONS OF OFFICIAL RECORDS; EXECUTED THE IN � SHE /THEY WITHIN INSTRUMENT AND KN OWLEDGED TO ME THAT � Y HER /THEIR AUTHORIZED CAPACITY(IES), EXECUTED THE SAME IN AUTHORIZED CAPAClTY(IIE�), SET FORTH HEREIN MAY BE SPECIFICALLY LA COSTA ACRES CORPORATION, A CORPORATION, AND THEIR AND THAT BYeWHER THEIR SIGNATURE ON ENFORCED OR ENJOINED BY PROCEEDINGS IN SUCCESSORS IN INTEREST, HOLDER OF EASEMENTS THE PERSON / Ga') THE INSTRUMENT AND THAT BY SIGNATURE(** ON THE INSTRUMENT OR THE ENTITY(IE,9�' UPON BEHALF OF WHICH THE THE PERSON � THE ENTITY(IES) UPON BEHALF OF WHICH THE HE SUPERIOR COURT OF THE STATE OF RECORDED SEPTEMBER 5, 1929, IN BOOK 1660, PAGE 476; S ACTED, EXECUTED .THE INSTRUMENT. CALIFORNIA. PERSON ECORDED SEPTEMBER 5, 1929, IN BOOK 1661, PAGE 421; WITNESS WHEREOF I HAVE SET MY HAND THIS O RUMENT. PERSON(,6j ACTED, EXECUTED THE INSTRUMENT. RECORDED SEPTEMBER 5, 1929, IN BOOK 1661, PAGE 423; THE GRANT OF THIS EASEMENT FOR OPEN SPACE RECORDED SEPTEMBER 5, 1929, IN BOOK 1685 P SAY OF WITNESS WHEREOF 1 HAVE SET MY HAND THIS th DAY OF AGE 104; ITS ACCEPTANCE BY THE CITY OF ENCINITAS RECORDED SEPTEMBER 5, 1929, !N BOOK 1688, PAGE 2; �lil OF 0FM5 "' . 199 SHALL NOT AUTHORIZE THE PUBLIC OR ANY 199 I % *,, MEMBERS THEREOF TO USE OR ENTER UPON ALL 011 i/E'�1/k4 /N M!/�t/ /C /�L 1�V,4�TER D /STR /CT �,14L1?�'ii? OFAit/E"q�E"ME'�VT SIGNATURE• OR ANY PORTION OF THE SUBJECT LAND. IT RECOROEI> M. 29, 19940 ASFI�E�Uo. /99 'Ov9(os4. SIGNATURE: BEING UNDERSTOOD THAT THE PURPOSE OF PURSUANT TO SECTION 66499.20 112 OF THE SUBDIVISION MAP AME' NAME: As THIS EASEMENT IS SOLELY TO RESTRICT THE AP ACT, THE FILING OF THIS MAP WITHOUT SHOWING THE PRINCIPAL PLACE OF BUSINESS_ IS CO t1 OF PRINCIPAL PLACE OF BUSINiC IS COUNTY OF S DIEGO. USES TO WHICH THE SUBJECT LAND MAY BE FOLLOWING CONSTITUTES ABANDONMENT: MY COMMISSION EXPIRES: MY COMMISSION EXPIRES: PUT. THIS EASEMENT SHALL BIND THE GRANTOR THE RIGHT TO EXTEND DRAINAGE STRUCTURES, EXCAVATION AND AND ITS SUCCESSORS AND ASSIGNS. EMBANKMENT SLOPES BEYOND THE LIMITS OF ROAD SURVEY NO. 682 AS GRANTED IN DEED RECORDED FEBRUARY 6, 1950 IN STATE OF CALIFORNIA ) BOOK 3485, PAGE 213 OF OFFICIAL RECORDS. COUNTY OF SAN DIEGO ) SS. (3) WITH RESPECT TO ANY AND ALL LANDS WHICH ARE THE RIGHTS OF THE PUBLIC IN AN ON BEFORE ME THE UNDERSIGNED, A RESERVED FOR OPEN SPACE EASEMENTS ON THIS MAP, D TO THAT PORTION OF THE NO T�1 RY Pl�BL IIV� AND_ FOR SAID STATE, ERSONALLY APPEARED IF FOR ANY REASON !N THE FUTURE THESE RESTRICTIONS PROPERTY LYING WITHIN LICENSE SURVEY N0. 372; P RSONALLY KNOWN ARE MODIFIED, TERMINATED, RELEASED, INVALIDATED OR THAT PORTION OF THE PROPERTY AS DESIGNATED AND DELINEATED (PROVED TO ME ON BASIS OF SA ( FACTORY EVIDENCE) TO ME) TO OTHERWISE ALTERED SUCH THAT A DEMAND FOR SEWER TO LICENSE SURVEY NO. 372 AS "RESERVED FOR ROAD "; BE THE PERSON(S) WHO NAMES) /ARE SUBSCRIBED TO THE SERVICE FROM L.C.W.D. COULD BE MADE, WHETHER OR NOT EASEMENTS AND RIGHTS OF WAY FOR PUBLIC ROAD PURPOSES AS WITHIN INSTRUMENT AND AC OWL GED TO ME THAT HE /SHE /THEY RESERVED BY INSTRUMENTS RECORDED SEPTEMBER 5 1929 IN SUCH DEMAND IS IN FACT MADE, THE THEN CURRENT OWNER EXECUTED THE SAME IN HI S /H HEIR AUTHORIZED CAPACITY(!ES), OR OWNERS OF THE LAND AS TO WHICH THE RESTRICTION HAS BOOK 1661, PAGE 421 AND IN BOOK 1661 PAGE 423 OF DEEDS; AND THAT BY HIS /HER /THEIR S URE(S) ON THE INSTRUMENT BEEN MODIFIED, TERMINATED, RELEASED, INVALIDATED, OR THE PERSON(S), OR THE ENTI T (IES) N BEHALF OF WHICH THE OTHERWISE ALTERED SHALL, JOINTLY AND SEVERALLY, BE LIABLE AN EASEMENT AND RIGHT OF WAY FOR PUBLIC ROAD AND INCIDENTAL PERSON(S) ACTED, EXECUTE THE ,-INSTR NT. FOR THE PAYMENT OF THE THEN CURRENT ANNEXATION FEE TO PURPOSES AS RESERVED BY INSTRUMENT RECORDED SEPTEMBER 5, L.C. W.D. IN CONFORMANCE WITH L.C. W. D.'s ORDINANCES, 1929 IN BOOK 1685, PAGE 104 OF DEEDS; WITNESS WHEREOF I HA V SET MY HAND T DAY OF RESOLUTIONS AND POLICIES AND SHALL MAKE ARRANGEMENTS AN EASEMENT AND RIGHT OF WAY TO EXTEND DRAINAGE CHANNELS 199 WITHIN A REASONABLE TIME, BUT IN NO EVENT LATER THAN AND STRUCTURES INCIDENTAL THERETO SO DESCRIBED IN DEED ONE (1) YEAR, FOLLOWING THE MODIFICATION, TERMINATION, RECORDED MAY 17, 1967 AS FILE NO. 69473 OF OFFICIAL RECORDS; SIGNATURE: RELEASE, INVALIDATION, OR OTHER ALTERATION FOR PAYMENT NAME: THEREOF. SAID ANNEXATION FEES SHALL BEAR INTEREST AT THE EASEMENTS FOR THE RIGHT TO CONSTRUCT, RECONSTRUCT, REPAIR, PRINCIPAL PLAC OF BUSINESS IS COUNT F THEN CURRENT ANNUAL AVERAGE RATE OF RETURN ON L C W 0 MAINTAIN AND OPERATE DRAINAGE CHANNELS AND STRUCTURES COUNTY 0 SAN DIEGO. L.C.W.D. MY COMMISSION EXPIRES: APPURTENANT THERETO AND INCIDENTAL PURPOSES RECORDED AUGUST INVESTMENTS ACCRUING FROM THE DATE OF THE MODIFICATION, TERMINATION, RELEASE, INVALIDATION, OR ALTERATION OF THE 27 1970 AS FILE NO. 155367 AND RECORDED AUGUST 27, 1970 AS RESTRICTIONS SET FORTH ON THIS MAP. IT SHALL BE THE FILE NO. 155368, BOTH OF OFFICIAL RECORDS. OBLIGATION OF THE THEN CURRENT OWNER OR OWNERS TO STATE OF CALIFORNIA ) NOTIFY L.C. W. D. OF ANY SUCH MODIFICATION, TERMINATION COUNTY OF SAN DIE , STATE OF CALIFORNIA) 7414t RELEASE, INVALIDATION, OR ALTERATION PROMPTLY UPON THE COUNTY OF SAN DIEGO) SS. ON BEFORE ME, THE UNDERSIGNED, A OCCURENCE THEREOF. FAILURE TO GIVE SUCH NOTICE, OR THE ON , BEFORE ME, THE UNDERSIGNED, A NOTAR .PURL! 1 ND FOR S STATE, PERSONALLY APPEARED FAILURE ON THE PART OF L. C. W. D. TO FOLLOW -UP THEREON, N TARY PUBLIC 1 A �FOR D STATE, PERSONALLY APPEARED PERSONALLY KNOWN SHALL NOT WAIVE ANY OF L. C. W. D.'s RIGHTS AT LAW, IN ( TO ME) EQUITY, OR HEREUNDER. (PERSONALLY KNOWN TO ME) (PROVED TO ME ON THE BASIS 0 - SATISFACTORY EVIDENCE) TO PROVED T 0 ME ON THE BASIS F ( , ATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHOSE NAME(S) IS /ARE SUBSCRIBED TO THE BE THE PERSON(S) WHOSE NAME(S) IS /ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE /SHE /THEY WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE /SHE /THEY EXECUTED THE SAME IN HIS /HER /THEIR AUTHORIZED CAPACITY(IES), COVENANT OF IMPROVEMENT REQUIREMENTS GRANTED TO THE EXECUTED THE SAME IN HIS /HER /THEIR AUTHORIZED CAPACITY(lES), AND THAT BY HIS /HER /THEIR SIGNATURE() S ON THE INSTRUMENT CITY OF ENCINITAS BY DOC. N0. 1994 - 0713677, AND THAT BY HIS /HER /THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSONS OR THE N RECORDED 12- 14 -94. THE PERSON(S), OR THE ENTITY(IES) UPON BEHALF OF WHICH THE PERSONS PERSON(S), ENTITY(IES) UPON HALF OF WHICH THE () EXECUTED THE FUTURE STREET IMPROVEMENTS ARE COVERED BY COVENANT PERSON(S) ACTED, EXECUTED THE INSTRUMENT. W TNESS FUTURE DRAINAGE, SIGNATURE: WHEREOF I HAVE ET H THIS I` DAY OF GRANTED TO THE CITY OF ENCINITAS BY DOC. NO. WITNESS WHEREOF I HAVE SET MY HAND THI G► DAY OF 199 1994- 0713677, RECORDED 12- 14 -94. , 199 TRAFFIC PARK FEES ARE COVERED BY A / SIGNATURE: � V D [ COVENANT GRANTED TO THE CITY OF ENCINITAS BY DOC. NO. NAME. RE6EC CA OrEIiE[ NAME REBE CA D PRINCIPAL PLACE OF BUSINE S IS CO NTY N DIEGO. 1994- 0713677, RECORDED 12- 14 -94. PRINCIPAL PUCE OF BUSINES IS COU T S 0. MY COMMISSION EXPIRES: N MY COMMISSION EXPIRES: -* RUTH DRAPER CARTER " - * RAYMON O A. WHIT CRA /G P. ll,7 & GENEEIV L. Wfl/TWER CALIFORNIA COORDINATE INDEX NUMBER 338-1671 ENCINITAS TENTATIVE MAP N0. C.T. 94 -066 O'DAY CONSULTANTS, INC. J.N. 93 -1009 _ Date: 4/19/96 Time: 09:41 BY: PC #6 FILE= F: \JOBS \931009 \95MO2 -A.DWG MAP L' 0 3 NO * P D SHEET 3 OF 17 SHEETS F V E C IN N IT A IS RA LEGEND. UNI TS ! 11 A ND III SUBDIVISION BOUNDARY QUARTER SECTION LINES • INDICATES FOUND 3/4" IRON PIPE MARKED RCE 16611 PER R.O.S. 8734 - - ♦ INDICATES FOUND STREET CENTERLINE REFERENCE S HEET 4 MONUMENT PER RS 1800 -1 UNLESS I Ros 594 NOTED OTHERWISE 3 3 RECORDED ( ■ INDICATES FOUND MONUMENT AS NOTED DESCRIPTION I -- - R1 JUNE 4, 1981 R.O.S. MAP NO. 8743 I MAP 10817 ! i - - � R 0 INDICATES SET 2" X 24" IRON PIPE MARK os `a" I ED R2 AUG. 15, 1924 L.S. MAP NO. 217 RCE 27214 R3 DEC. 29, 1928 L.S. MAP NO. 354 INDICATES SET STREET CENTERLINE MONUMENT R4 SEPT. 27,1946 MAP N0. 2355 `' MARKED RCE 27214 R5 OCT. 23, 1959 R.O.S. MAP NO. 5243 1 MS 070 �������� �i R6 DEC. 21, 1961 R.O.S. MAP N0. 5985 I � Ros 9241 ACCESS RIGHTS RELINQUISHED R7 SEPT. 25, 1963 R.O.S. MAP NO. 6269 ,1 1 R8 DEC. 10, 1963 R.O.S. MAP NO. 6306 1 I 1U DATA TABLE REFERENCE R9 NOV. 9, 1964 R.O.S. MAP N0. 6481 � � - � - R 10 SEPT. 30, 1969 MAP NO. 6490 1 ,040 1 - - - - - - - - - - (R23) INDICATES RECORD DATA PER REFERENCE TABLE R 11 FEB. 10, 1970 MAP NO. 6585 ��t 1 I I SHEET 8 R12 MAR. 10, 1970 MAP NO. 6599 ( I I (DD) INDICATES DEEDS R13 JUNE 22, 1972 R.O.S. MAP NO. 7628 ______ I i R14 DEC. 27, 1973 MAP N0. 7832 � 1 1 (R) INDICATES RADIAL R15 AUG. 5, 1974 P.M. NO. 2917 I I 1 R16 DEC. 19 P.M. NO. 3320 1 9 74 I 1 , • R17 NOV. 28, 1975 P.M. N0. 4274 NOT 18 APRIL 6, 1976 M.S. N0. 750 ROS 6269 E D NT 1 � � �} I ALL DISTANCES SHOWN WITHOUT DECIMALS REPRESENT DISTANCE TO , I I HS R19 JULY 29, 1976 P.M. NO. 4957 1 HUNDREDT OF A FOOT. R20 APRIL 28, 1977 P.M. NO. 5854 1 1 SEPT. 2, 1980 MAP N0. 9780 1 I I 1 UNLESS OTHERWISE SHOWN ON THIS MAP: I �M 11134 1 1 R22 MAR. 26, 1981 P.M. N0. 11138 1 _ - I 1. ALL LOT CORNERS EXCEPT AS DESCR R23 MAY 20, 1981 MAP NO. 10096 , 1 I BED BELOW WILL BE MONUMENTED R24 JAN. 20, 1983 R.O.S. MAP N0. 9241 4s 9 2 I BY 3/4" BY 18" PIPE STAMPED R.C.E. 27214. I s R26 , R2 JAN. 12, 1984 MAP NO. 10817 0 v 1 STREET I _ _ - -- - - I 1 ( LOT CORNERS ALONG THE SIDELINE OF RIGHTS -OF -WAY APRIL 11, 1984 MAP N0. 10901 WILL BE MONUMENTED BY A DISC STAMPED R.C.E. 27214, SET ALONG AN E R27 OCT. 1, 1987 MAP N0. 11909 500' 2000' s� '�,' , I EXTENSION OF THE LOT LINE AT AN OFFSET OF 9.7 ' I R28 JULY 26, 1988 MAP NO. 12126 I �� rr I ��ap 21 20 I 5 N THE CONCRETE R29 JULY 18, 1989 MAP NO. 12422 0 22 13 2 1 ._ CURB. THE OFFSET SHALL BE MEASURED RADIALLY, OR AT RIGHT ANGLES, I R30 JULY 3, 1989 -MAP NO. 12416 �� I I I TO THE RIGHT -OF -WAY LINE. , R31 JUNE 2, 1967 R.O.S. MAP NO. 6870 23 ' R32 MAR. 19, 1993 R.O.S. MAP NO. 14118 L - - - - - - - - - - - - - ��± _ _ 1B 1 15 ' 14 a - ALL POINTS OF CURVE OF THE SIDELINES OF DEDICATED STREETS R33 NOT OF T •� j - - - - - - - - - I WILL BE MONUMENTED BY A DISC STAMPED R.C.E. 27214 SET AN OFFSET RECORD M.S. N0. 870 - - - -- _ � - - -- 3 a 6 R34 DEC. 4, 1950 R.S. 682 -�� ` MAP - - - -- 10 1� S 1 OF 9.75' IN THE CONCRETE CURB. THE OFFSET SHALL BE MEASURED RADIALLY. «, R35 NOV. 8, 1967 R.S. 1800 -1 1 2 1 Q f' $ 3 7 c s 'g I 2. BEGINNING LOT NUMBER: 6 JAN. 9, 1957 R.O.S. MAP NO. 4144 1 BE 1 R37 MAY 20, 1929 L.S. 372 # 1 R38 NOV. 21, 1956 MAP NO. 3547 PM ' I �0 UNIT I, II AND III 31 38 2 33 � I ENDING LOT NUMBER: 46 DEC 14, 1989 R.O.S. MAP N0. 12444 302 ° , TOTAL R39 . � BOUNDARY 34 I 1 , I I 1 R40 JULY 9, 1982 R.O.S. MAP NO. 11125 I 1 GROSS AREA: 1 M AC. (UNITS L N AND Nib R41 APRIL 4, 1985 R.O.S. MAP NO. 9997 1 1 1 1 I R42 APRIL 13, 1987 CORNER RECORD 4282 - C-- 9 I TOTAL NUMBER OF LOTS: 46 R43 AUG. ' ' N0. 9338 1 Ros ` R5 MAR. 17, 1959 R.O.S. MAP N . 4922 401 R44 MAY 29 1979 a MAP NO. 9232 I MAP 1 190' MAP 10733 4� i R45 JAN. 23, 1974 MAP NO. 7855 16255 s I R47 7 SEPT. 20, 1984 MAP NO. 11043 45 �� 42 I Ros 68 I BASI F BEARIN I I R4 SEPT. 30, 1983 MAP N. 10733 PM 5054 1 I �Q � � I THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE I I R48 AUG. 9, 1979 R.O.S. MAP N0. 8388 Ls 217 / �3J � 1 SYSTEM NAD 83, ZONE 6, GRID BEARING BETWEEN STATIONS R1800 48 +61 EC" R49 OCT. 17, 1991 R.O.S. MAP NO. 13478 I 57 ____ w _ --- ----- I ( AND R1800 58 +75 BC" AS SAID STATIONS ARE PUBLISHED IN THE CITY OF - - -- - - -- 1 1 ENCINITAS HORIZONTAL CONTROL BOOK; i.e. N 0'25 38" E SAID BEARING R51 1 JULY 28, 1988 R.O.S. MAP N O . 11718 I AND THE BEARINGS SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA ( �- I j4 COORDINATE SYSTEM NAD 83 ZONE 6. i I 1 �� ' AAA 9292 I l I I I 1 0 Ros 0402 I I QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE 1 f I 1 A� 12120 IN THE TERMS OF SAID SYSTEM. - I� 1 i! AP 12422 ( THE COMBINED SCALE FACTOR AT STATION "R1800 58 +75 BC" IS 0.99996478 MAP 70is 1 I ' I� " 17 Ros 0214 I (GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR) � 1 1 I 1 Dot S I MAr ;6s , URVE YOR'S mac. 10, 1982 82- 378449 . MAP , .�- 4 1 DD2 DEC. 18, 1986 86- 597265 1 1 12416 hr' 7 - - - - - - - - - - - J 1. ATTENTION IS CALLED TO THE FACT THAT VARIOUS MAPS HAVE USED THE DD4 MAR. 6 DD3 JAN. 15, 1988 88 021644 1 �s 7so 10000 MAP Ros 7620 1 - ( f 5/8" IR P IN AS THE CORNER COMMON TO SECTIONS 11 14 10 AN D DD5 JULY , 989 89 113361 1 � 0s� I � , 1 MAC 6410 1 7 I I FOUND SHOWING THIS PIN TO BE A i I O 1992 1992- 0424603 15. BE NO RECORD COULD BE F PERPETUATION OF THE ORIGINAL CORNER, IT WAS NOT ACCEPTED ON THIS 1 I 11 I SURVEY. L.S. 354 ESTABLISHED THE CORNER ACCEPTED HEREON AS THE n 1 COMMON TO SECTIONS 10, 11, 14 AND 15 BY DOUBLE PROPORTIONATE SHEET 5 14 12 I MEASUREMENT. N X MAP 2. SEE SURVEYORS NOTE ON R.O.S. 11718 FOR A DETAILED DESCRIPTION OF THE TWO MONUMENTS THAT HAVE BEEN ACCEPTED ON VARIOUS MAPS SCALE. 1" 1000' AS THE CORNER COMMON TO SECTIONS 10, 11, 14 AND 15. 3. FIELD SURVEY AND THE ACCEPTANCE OF THE 2" IRON PIPE AS THE SOUTHWEST CORNER OF SECTION 11 DETERMINED THE SUB SECTION LINES OF SECTION 11 AS SHOWN ON THE PROCEDURE OF SURVEY. HOWEVER, BASED UPON FOUND MONUMENTS AND LINES OF POSSESSION THIS SURVEY ACCEPTS THE WEST LIRE OF R.O.S. 5243, P.M. 2917, MAP 12126 AND MAP 12422 AND THE NORTH LINE OF R.O.S. 5243 AS THE SUBDMSION BOUNDARY. CALIFORNIA COORDINATE INDEX NUA49ER 338-16 ENCINITAS TENTATIVE AMP N0. C.T. 94 -066 O'DAY CONSULTANTS, INC. J.N. 93 -1009 Date: 3/21/96 Time: 11:35 PC #11 FILE =F: \,108S \931009 \95M03 -A. DWG I I i MAP NO 133, 3 FD. 2" PIPE & SHEET 4 OF 17 SHEETS P ROCEDURE TAG RCE 22096 SUR PER R25, R26 MAP MAP ENCINITAS RANCH FD. 2" PIPE T HU u 25 3 VISTA v DBERLLA IVE , N TAG RCE 22096 �\ N 89'4330" E 1679.29 R2 ,R26) PER R25, R26 `�9� N 89'44'35 E 956.40 'ow R33) Z N 89'51'2 E 1677.98 R7 FD. 2" PIPE & N 89'46'3 E 958.07' R2!�JR21) -"! 3 0, N 89'44'35 E 1681.93 R3) TAG LS 2201 DANIELS \ N 8746'56" E 958.62' R124 � 10 N 89'44'08" E 1678.88' R6) , N 88 '30" W 958.14' `� ,Z N 89'46'56" 1679.45' R 1,R24) R26, R33R7, R24, R25 N 8 360 39' W �, C4 r - - - - N 89'3 45 W 1 ce- w -r - - F N' B LU E 1 N 15.86' 0.33' 0.23 30RON FD. 1/2" SQUARE REBAR 04 3 ' HE ' 10 I R R ww to 30 AVE. y _ 0 ECO D) � cc � � ACCEPTED I ,� ^ FD. 1 /Z" SQUARE ;; 3 I 2 «' REBAR 2" SQUARE M^ 0.59' REBAR MAP T HU ; - ..{ t30 SEE SEE DETA F" o - R,2 o O NLn (NO RECORD) �„ N I 0 5 6 6 g (NO RECORD) 'g' N ► DETAIL _ Z � «� 3 z z z z l DARE V FD. 2" PIPE & vim .. 5 SQ TAG RCE 22096 REBAR PER R25, R26 o FD (NO RECORD) I DET AIL F N N 6 NOT ACCEPTED z W M PIPE & TAG 5 3 s NO SCALE RCE 22096 FD. 1 It - -- , I 04 1. SEE DATA TABLE ON SHEETS 6 & 7 PER R25, R26 RE r ��; FOR REFERENCE M cs o O 3 (NO RECORD) 1 3 3 N7 � N 3 3 i NOT ACCEPTED g 4 ,0 'EO I - FD. 3 4" PIPE & + ° � o TAG R CE 16611 °�\ 00 cO v� ( 2 41 N N cn FD. 2" PIPE PER R24 R25 z �� "RCE 22096" N 0 1 N 8728'14! W 1299.38' PER R25, R26 °' � (N 8 9'5 3 '36" E 12 R24 4" PIPE & 3 z FD. 3/4" PIPE & N 8826'43" W 1204.96' FD. / TAG RCE 16611 /''� (N 89'53'36" E 1204.88 R24) TAG RCE 16611 PER R24 �° / / FD. 3/4" PIPE & PER R24 N 89 33 , 30" W 454.82 TAG RCE 16611 3 - N 89'27'48" W 94.24' PER R24 0019 , 27" W b 41 N 21'36'27" W (N 8753'36" E 94.33 R24) I f 3 3 1.49' . , ao FD. 1 It SQUARE N CM I Z" N N REBAR (NO RECORD) - - � _ N, ,�'�'• I I N z z R r o ' 3 D N I 7f 7 NO SCALE O I N U I N FD. 2" PIPE & TAG RCE 16611 Z ; i .� r I I O C , PER R 1, R24, R25, R26 z 7 P ? I N 8750'52" W 1096.19'- , Q FD. 1/2' PIPE & K-' N 8750'53" W 1096.22 R1) TAG LS 2789 N 89'131T 10" W 1096.27' PER R1, R7, R14, R24 r- 49 71 R25, R26 I I N 89'11'59" W 1280.21' R05 6 6 N 8850'53" W 1280.53' R 1) r , N 89'50'52" W 1280-53-R24) Q I W 0' 1 00' 400 N / 51 4 FD. 3 4" PIPE & FD. 1" PIPE & 50' 200' 800' - W PIN - NO TAG " TAG LS 2789 " .2 I FD. 2" PIPE & - N (ACCEPTED AS 3/4 PIPE PER R 1, R7 SCALE: 1 = 400 a , � TAG RCE 9416 °9 SET PER R1) 1779.23 PER R1, R14, R22, O ° o� N 8918 E 1779.23 I� R25, R26 (N 8737'54" E 1780.09' „ R1) M r P n 0 Z u' ^ 311; 3 ' 11 615'44” E (RI, I � b ? Ln N 86 0 -�, 3 3 I Z Lo FD. REBAR W /CAP Z 0 to d- ILLEGIBLE (ACCEPTED z � f 4 � N 80' 48' 12 E R 'M AS REBAR SET PER R22) ---- -- Q J z , o N 8818'50" W 1302.25' — N 89'17'2t W 1302.38' I N ( u j (N 8757'04" W 1301.47' R1) (N 89'57'04" 1301.45' ,, R1) c V v N N 8 641'25* W RR dq cVD w u') N cr! SEE DETAIL �' 1 N CO O SHEET N 8 19 47" W �_ C FD. REBAR W CAP N M M W R ILLEGIBLE o U I' 1 / I M r Ir • 8 7 02'2f oo �J u \ N Q AS REBAR ( SET PER R22 3 3 3 3 N 8S 19 '47 W R ) 13 I ; I a U ON I '�� sc N � " wa � FD. LEAD & FD. 3/4 PIPE & � I • I r - • 11 0 r , �, ,�, DISC RCE 166 J 4�j TAG RCE 9416 \ y N 51 d- ' � Z z �'' Z z ACCEPTED AS POINT W � � N qi PER R1, R14, R22 z z z - - - - I Z I I ET PER R 1) O r- O O \ ROAD I g�g — 1 -' MATCHLINE SEE SHEET N0. 5 N 8521'48" W (R) CALIFORNIA COORDINATE INDEX NUMBER 338 -1671 ENCI NI TAS TENTATIVE MAP N0. C.T. 94-066 O'DAY CONSULTANTS, INC. J.N. 93 -1009 Date: 03/08/96 Time: 08:25 PC 117 FILE =F: \JOBS \931009 \95MO4 —A.DWG MAP 1 -1 NO . i O F S PROCEDURE UR SHEET 5 OF 17 SHEETS NOTL 1. SEE DATA TABLE ON SHEETS 6 & 7 ITAS RANCH FOR REFERENCE N FD. ST. SURVEY MON. SEE DETAIL "I" \co S MARKED "RCE 941 �' SHEET a MATCHLINE SEE SHEET NO . 4 PER R14 N 88" 1' W R - - - - - - - - - - - - - - - - - MAP 7103 I � N 8754;35» E 2650.71 'N R23 R30) R33�r r 7 1 0 0 0 N 8757 22 E 2644.94 _ - - - - - - - (N 89'54'30" W 693.74--R14) N 89'24'0 3" W 2644.78' R1 6 FD. 1 112" PIPE MARKED 8� �° » E 2644.83' I - N 89'5656 ,, R1 I — — I _ LEUCADIA BLVD. f 89' 15 oil w 93.E N 89 W 2 645 .2 4') N 8713 22" W 9® 3662.11 LS 2789 — -- - — — — — — _ _ _ _ r� PER R 1, R7, R8, R 15, - - JI 322:62` - - - - - - - - - - -1 322..62' - R32, R43, R44, R45, 33(PER R 14) - - - 1220.70 1220.70 1220.71 R46 0.89 (1322.42 „R1) ( 1322 . 41 „ R 1 ) (122 R1,R7) (1220.89 R1,R7) 21 M AP � .� o F0. 3/4 7 PIPE I I I « o , i I N (ILLEGIBLE) ^ SEE o. @ FD. Z” PIPE , S PER R14, R36 c� N 84 2 N 812•► W R po 30' Ie+: 1 I MARKED "SD-CO- 7 " FD. 1 1/2" PIPE ^ .r ENG. DEPT. SURV. W R I 2 MARKED RCE 22491 ° MON. 1986" J PER R 16 I " I ' I I r- I Q : I ��, 2 �-, S3 S2 co I ^ cv 2 WW �� S1OS1l I �c? Nw-o p� o Ito I n-w N cc M3� , N to r- PER R42 _ N - 13.38' (13.20' R 16) I ° n I ' _ I �'• a, " 81 --�'S 7" W R u�-i' to co 2 FD. 314" PIPE CAPPED R9 R10 R11, R12 N 8956'19" W FD. 2" PIPE �' � ` K ' M W MARKED RCE 22491 .? z cc M AP / R1 WOOD & NAIL N PER R16 cv� �NNN 2, , W 0. P � " (N 8744'30 W 1318.15' R19 & R20 SH R22 ' R O 2'' I I ( � u; EAST OF LINE )) 1268.71 I �,, �n �n (N 89'44'30" �y 1318.70' „ R19,R20) � IPE MARKED LS 3788”) N 88'58'10" W t°'° Lo (N c° 203.14' --� 89'44'00" W 1318.84' R9) I 2489 62 N N (N 89'52' 1 N I N 8 9'34'29" W R (203.08' R 16) 4 N 8712'31" W 1326.69' 7" W 1326.41 FD. 2" PIPE & R1) I I ° MARK 71 FD. Z" CAPPED PIPE rn - ° o rn W D 3 ED LS 48 PER R 1 R2, R4, R9, R 16, `-" ° 0 Lo .� I I Z Z i M/ A p � r PER R27, R32, R46 lqI R36, R 8 ®�, I n Lo o ;1 - 8 3 3:31. A P (R19 & R20 SHOW 2" CAPPED ° nn nn o o � �, a0 a 0 �:- t M PIPE MARKED "LS 3788" z Uvu I _z % ` , �? I ° m I - �-- FD. 1 /2' REBAR MARKED 1 c N N O c� � r � r ����� 0' 100' 4 FD. CONC. MON. 2 LS 3788" PER R19 ^ p 0 Z M "' Q w c o '\ '� 00 T 6 l b ,.., 0 1 I t o 50' 200' W/BRASS PIN (0.15 WEST OF LINE) SEE DETAIL "D'� W V cc %40 _ z 800 n I D zzz " PER R1, R2, R9, R19, R20 U" o a r i w SHEET 9 � P O s SCALE: 1= 400 5 0�� I 1 H I ;' N \ Lo W � C��3005 �� � L 5 2T 7 I N 894313" W 9 I 3854.59 31: Q) 1 � ® ` 164.34' z b ♦� N 8 734' 10" W R .t �-�-� ---- - - - - -- -- - -- z 164.53 ,, R 19) z ,�`ti ---1 •� �1 W 1.78' FD. 3/ PIPE W /CAP GARDEN VIEW o FD. 2" PIPE & 164.73' (N 89'54 52" E 1321.30 - R 1) I I I � 44) , (N 8959 24 W 1320.65' R10 R11 (116.85 R43,R TAG RCE 16611 (164.53 R19) N 8 9'25 '3 9" W 132 •R12) (1268.83 „ R43) 12 . 3 „ � - 1316.70' PER R1, R23, R30 N 8921'34” W 1323.46' 126 1 N 8805'40" W N 8702'04" W 1323.53' R 19) N 3'07'30" E 3 9'05'40x' W 722.00' 868.69' FD. Z" PIPE & ^ N 89'01'50" W 1323.98 N R2) 24.90' FD. 2" PIPE & I N 41' 9" W CE 13782 4 � ^ N 89'02'40" W 1323.53' R " TAG LS 2318 FD. PIPE & 87 ►�, � _ I PER R27, R44, R46 20) N 3'41 35 E 24.81 I � 4 � FD. LEAD & DISC TAG R Z ( _^ P ER R 1, R 18, R42 TAG LS 4539 722.00 fv CNI.0 D D03 .-�-Y. I z . PER R 18) ) LS 4324 N 2 / n � 3'58'52" W PER R27 .2 c °'' I F �^ c PER R26 o c D. 2" cv t t t G o MA 0.84 „t ,t �, 9 '-, & PUNCH MARK _ o , K, ,�, t Lo �� � ►n' ` a e PER R1 R2 R10 R11 R12 0 ''?"?"' �- `� ''? F• ` ^ ` •� R s 0 a 0 2 ui FD. 1 OPEN PIPE w R18, R23, X30 w ,.._ ? cr _2 ( , 6 _ c`s`s c`$ •.� + R 19 & R20 SHOW 2" CAPPED "' "' ° o) v- M AP ��' r% �-�- Z (NO RECORD) w 8" N I �IPE MARK 7 N'' t o? FD. 2" PIPE MARKED NOT ACCEPTED o r- ED LS 388'') cr I w w v- 2 W-- � � T 2Q 6 . � '6 RCE 10284 Lo D O N� ` W �� 2 N N \ �j o I ® :r cO. PER R43, R44, R45, "? o FD. 2" PIPE I MARKED "G NW °O �+ I 2 " ° W co • `n \ FD. 2" PIPE & N �i R47 R48 R49 D OB z I K, �, �:n MAP ^ Lo COR. OCT. 1928" t� z FD. 2" PIPE & z �, ,,, TAG RCE 23280 I� �, M � �o TAG LS 4572 I �`+ v o `•� \ PER R28, R29 a ` N ���� 2 0 SCALE PER R23, R30 FD. 1 OPEN ? \ C MA 7 z ',,,� VIA �ANTEBRIA I IN " I PIPE, NO RECORD �+ z �� l!� "i � ° N 8711'47" 4 PIPE & ® ® I z I r''" D nn o O 4 » N 88'39 16" W » � UW � � � � FD. 2 PIPE W /CAP ^ TAG RCE 4158 N 8938 02" W (N 8713'05 W 1292.97--R43) o " U & PUNCH MARK PER R40, R41 6 662. 0 8'2 ' 4' W 1293.10' FD. 2" PIPE MARKED \(N C892 713 05 W 1292.97--R43) (N 89' 13' 15 W 1316.82 R43) LS 4386 (3/4 PIPE LS 2318 �.�. ---+ W 1 293. 1 0 N 8 929 '4 0" W 13 PER R47, R49 3 PER R 1, R 18, R23, R30) I �- - - - - I 3 FD 1" PIPE Foxo�ov s_ _ _ I SEE DETAIL "C' 2 " " SEk QETAIL (� SEE DETAIL 8" MAP M0 . N MARKED SD. CO. ENG. I I o ° I I �-^ SHEET 9 a , o FD. 2' PIPE MARKED 4M I A FO. 2" PIPE & Q p . 6 g ,� ^ , R s zoo o� cv PER R 1, R 18, R23, R30 T G RCE 6486 I I o I I UQ 5 ® �' LS 2806 N ° R4 41 ! P R R10 R11 C" ^ n 1.7$ EAST OF LINE ,� �°'? 0 ' R I MAP , , �> 1 ! .2 _2 a ( ) FD. 2" PIPE I Q - r� a .t ; i U� 0 PER R5, R8, R13, R15, " N w R 2, R23, R30 m I I� a�, 5 V V T /4 ,,,., n © n a �7 a MARKED SD. W I I ,. _ o o !l " M 4 2 U p �,, R47, R48, R48, R49, i CO. ENG " w �o ! z � � ' � M M � ( fi r ° `•° �/,� D �. r- N R50 I o D �or-r- SEC U �, o 9710 � �- 3 �,,,�� o QP I � I < I .t w- MA ��I _Z v c; Ms o Of w W = -- FD. 2" PIPE MARKED j o Ln N � O 0 9 6 , I 2 .°� FD. 5 8" PIN W D o t oo °.� co FD. 2' PIPE & �, I 7 � o o rn - • -: PER R3 R5 R 10 R 11 r W �\ (C) � � �o � �o � � �' RCE 10284 TAG LS 4572 N -., I oo �, R13,R15,R18,R30, �, �? I ,�, I PER R44, R45, R47, R48 Z I I o° o a o I °° n �- R39,R48,R50,R51,R31 `•"+ ,�; FD. 2" PIPE z 3 I UvuQIE" ���0 �t�,t�, I NOT ACCEPTED AS SECTION o I MARKED LS 3663 N 8 ( FD. CONC. MON. MARKED 938'02" W I ^ z z CORNER PER THIS SURVEY PER R21, R39, R43 LS 2806 ACCEPTED AS 662 I I I W 1317.13' N gfflt W 1 3 17.15' R33 1 z z SECTION COR. PER R 13 R 15 N 1'55'55" E 7.72' 32� •a� RA •R N W 1317.12' R51 .� N 895912" W 1317.15' R31) ( N 47' o I I R39, R42, R43, R44, R45, W I � N 0' S8" E 23 39 . ag00 4a" 1 32 .a1 I N 88'59 02 W 1317.12 R51 W I I I N s9 16'37" W 1317.15' R45 CALC'D) •N ',, R21 ; R48, R50, R31 N FD. 2" PIPE MARKED 51 0 02 W 1317.13 I N 88'16 37" W 1317.15 R4�CALC D) N 0'04'51" E 23.68 _ _/ Nag 40 "GOB NW COR. 14 OCT. 1928" U N 8959" , R43 2 ,, R43 I FD. 2' PIPE & N 8958 47" W 1317-28 N 8959'0 PER R3 R 10 R 11 R 1 R 1 N 8958 47" W 1317.28-R3 9 N Or05' 14" E 23.68' R39 ` 6 I 2 8 I 1317.28 TAG RCE 6486 � I U R23 R30 R39 R43 131 7.2 8 1316.64 9 DETAIL A R4$' R50� R51 � R31' R44 R45 © 131 NO SCALE (ACCEPTED AS SECTION CORNER N 8915'46" W ® 5268,25' -- - - - 51 - CALIFORNIA COORDINATE INDEX NUA48ER 338 -1671 ENCINITAS TENTATIVE AMP N0, C.T. 94 -066 O'DA Y CONSULTANTS, INC. J.N. 93 -1009 Date: 02/27/96 Time: 08:28 PC #17 FILE =F: \JOBS \931009 \95M05 -A.DWG ------- -- -- - - - - - -- - -- I I MAP NO 13333 PR SHEET 6 OF 17 SHEETS E v NOT GROUND DISTANCES WERE CALCULATED PER R.S. 1800 -1. T ENCINI � 0 OBTAIN GROUND DISTANCE MULTIPLY THE GRID DISTANCE H RANC i BY A FACTOR OF 1.000045 PER R.S. 1800 -1 i i DATA TABLE DATA TABLE DATA TABLE DATA TABLE N0. DELTA OR BEARING RADIUS LENGTH REMARKS N0. DELTA OR BEARING RADIUS LENGTH REMARKS NO. DELTA OR BEARING RADIUS LENGTH REMARKS NO. DELTA OR BEARING RADIUS LENGTH REMARKS 1 N 736'0 W 308.2 N 1'33'43" E 663.91' _ A = 5'24 9000.4050' 849.55' N 89'19'27" W _ 4 1 . 00' _ j N 3'12'24" W - _ 308.42' - R1 N 1'00'08" E 662.89' R1 A = 5'24'29" 9000.00' 849.50' R1 N 8746'56" E 41.33' R1,R24 2 N 89' 34'57" W 458.43' N i °08'21" E 663.14' _ R15 _ A = 5'24'29" 9000.00' 849.4 R35(GRID) # N 89'46'36" E _ 40.86' R25 N 89'4656" E 458.48' R1 N 1'39'31 E 635.77' A = 5'24 900 849,51' R35 GROUND # N 89'46'36" E ' _ _ R35(GROUND) 41.43 R26 i N 8746'56" E 458.48' R24 N 892924" W 1298.21' N 01'3559" E 603.22' " _. N 755 54 E _ --- 30.07 3 N 89'33 37" W 360.39 48 N 89 35 " W ---- 1298.59 R1 N 0 1'37'33 " E _ 6 03.23' R32 N _7 17'00" E 30.03' R1 4,R36 N 87 4638" E -- - 360.41' R1 0 N 8640'44" W _ 1321.76' N 0'56'32" E_ 603.15' R1 N 755'54" E _ 839.45' N 8946'38" E --- 360.41' R24 N 8717'49" W 1322.91' R1 N 01 E _ 603.22' T # N 2'07'29" E 839.49' R16 R35(GRID) _ 4 N 7 33'42" W 572.74' N 8938'48" W 1322.93' R18 N 01'38' 13" E 603.24' R35(GROUND) * N 7 17'00" E 839.58' R36 N 3' 12'24" W -- 572.76' R1 N 8717'41" W ----- _ 1322.15' R30 A = 6'41'36" 5500.2475 642.55' N -- - 753 59" E 650.28 j N 3'1 2'24" W 572.76 R24 N 1'55'55" E _ 7.72' A = 6'41'36" 5500.00' _ 642.52' R1,R32 N 713'45" E 650.24' R1 5 N 8734'45" W 1307.35' N 0'4427' E 7.71' R23,R30 A = 6 5500.00' 642.74' E 650.36 R9 89 RI N _R35(GRID) # 713' 00" N 4638" W 1307.35' R1 - R35 - i N 2'56' E 1294.26' A = 6'41'44" 5500.2475' 642.76' R35(GROUND) # N 712'09" E 650.31' R19 N 89'46'38" W 1307.35' R 24 - -- N 718'5 E _ 1294.25' R 1 6� N O8' 19'37" E _ 445.36' _ N 2' 15 3d' E 650.01 R2 6 N 1'47'53" W 632 _ N 718'04" E 1 294.32' R30(CALC'D) _ _ N 08' 19'09 E _ 445.38' R32 N 712'09" E _ 650.31 R20 N 2'27'19" W 632.01' R24 N 75433" E - 1294.15' R18(CALC'D) N 0'740'06" E ----- 444.74' R1 N 753'11" E 650.18' 7 N 1 W 1447.69' N 2'18'04" E 1294.32' R23(CALC'D) N 08"19'57" E 445.46' R35(GRID) # N 713'45" E 649.69' R1 N 727'19" W 1447.87' R24 N 739'56" E 1316.36' N 08'1957" E 445.48' R35(GROUND) # N 712'09" E 650.01' R19 8 N 5'11'56" W 1320.39' N 701'OO" E 1316.24' R1 _ A = 7'53'31" 4000.1800' 550.99' N 715'30" E 650.01' R2 S 5'47'30" E 1319.90' R1 N 1'59'10" E 1316.26' R2 A = 753'32" 4000.00' 550.98' R32 N 712'09" E 650.01' R20 N 542'26" W 1320.52' R7 N 1 (r E -- - 1 316.32' R9 _ A = '753'42" 4000.00' 551.18' R 1 N 8939'1 6" W 661.65' 9 N 89'31'00" E 1249.81' N 718'04" E 1316.32 R10, R11,R12 A = '753'44" 4000,00' 551.21' R35 {GRID) N 8714'41" W - 661.52' R1 f N 88'52'14" E _ 1251.55' R1 N 1'58' E --- 131 R19.R20 _ A = 7*53'44" _ 4000.1800' 551.23' R35(GROUND) # N 893 8'47' W 661.47' R18 N 8954'5 E -- 1251.80' R7 N 89' 03'36" W 659.20' 0 N 0'25'38" E ----- _ 1015.16' # N 893 W 661.46' R40,R41 1 N 3'36'28" W 430.4 N 89 °42'34" W _ - _-- 659.36' R1 N 0 E 1015.03' R ID N 88'38'02" W 662.14' N 4'21'43" W _ 431.13' R1 N 8T02'5 W 659.49' N 0'25'37" E 1015.14' R32 N 89'1749" W 661.47' R1 N 4' 17'27" W 431.00' R N 89'42'34" W 659.3 R 1 N 0' 13'36" W 1015.15' R 1 N 8938'48" W 661.47' R18 11 N 8918'24! E 1746.60' 4 N 755'54" E 1299.50' N 0"26' 13" E 1014.57' R35(GRID) # N 11 W 55.04' N C36'20r' W 237.62' N 716'51" E 1299.48' R1 N 926'13" E 1414.62' R35(GROUND) # N 11' ' 5102" W 54.92' R1 R11 { ) 0, ,R12 I 1 N 8602'5T E 16.56' N 717'00" W 1299.61' R36 N 0'25'23" E 1014.76' R46 N 11'46'04" W 54.99' R30,R23 i 4 N W00'007 W 4 N 717' E 1299.85' R4 0 A = 15'58'56 3500.1575' 976.34' N 11'08'59" W 54 .88' R18 N 00'0 W 455.97' 4 N 0'41'23" E 713.05' A =15'58'51" 3500.00' 976.21' R27 N 11'39' 17" W 54.91' R48 N 00'00'00" W 455.97' R37 N 0'02'09" E 712.49' R 1 A = 15'58'53" 3500.00' 976.25' R35(GRID) # N 11'5320" W 54.93' R39 N 00'00'0(' W 455.97' DD4 N O'02'1fi E 713.01' R14 A = 1558'53" 3500.1575' 976.29' R35(GROUND) # N 11'4355" W 54.91' R43,R51 N 8646'00" E 450.66' 4 N 939'48" E 96.14' A = 15'58'48" 3500.00' 976.17' R46 N 11'37' W 54.96' R50 1 A = 0'42'35" 8937.4050' 110.71' N 0"02'26" E 96.19' R22 01 A = 86'40'55" 20.00' 30.26 ' N 11'44'05" W 54.91' R31 A = 0'36'2 8937.00' 94.79' R1 N 0'41'13" E 508.3 A = 5'14'47" 1030.00' 94.31' 10 N 88' 15'46" W 5268.25' N 1'35'59" E 603.26' N 8718'50" W 1210.20' N 09'11'48" W 55.64' N 88'58'13" W 5269.84' R3 � 1 A= 2'27'31" 5437.25' 233.32' N 8957'04" W 1209.33' R1 A= 0'07'01" 3563.16 7.27' N 1 88' 15'46 W 1317.05 N 0(700'00" W 101.91' N 04'13'58" W 989.01' A = 0'21'3 9000.4050' 56.65' N 8958'50" W 1316.81' R43 N 90'00'00" E 312.66' N 89 Cr W 331.27' A = 0'21'38" 9000.00' 56.65' R32 N 8916 W 1316.81' R44 � A =,T00, 15" 5437.25' 285.09' N 04' 13'58" W 331.27' A =0' 17'07" 9000.00' 56.65' R 1 N 8916'1,r W -- 1316.8'7 R45 N 919'37" E 445.38' N 8713' 10" W ---- -- 435.01' N 8713'22" W --- 302.06' N 8945'20" W 1316.68' R48 N '740'06" E 444.90' R1 N 4' 3" 00' 3 12" E 30 00 _ N 89' 11 59 W 253.81 N 88'58 48" W 1316.84' R31 A = 753'32" 4063.1800' 559.68' N 89'13'10" W 330.00' N 8 9'50'53" W 253.81' R1 N 0'48'13" E 571.82' ' A = 753'42" 4063.00' 559.86' R1 N 0(r43'1 2" E --- 330.00' _ N 89' 11'20" W 253.81' DD2 N (74720" E 571.12' R44 (CALC'D) N (725'38" E 1015.16' N 06'53'08" W 1448.27' N 0'48'01" E 457.00' N 0'47'20" E 571.99' R4 ' 5 (CALC N 1'13'36" W ---- 1015.51' R1 N 0730'84" W 1448.01' R24 N 0'09'07" E 457.00' R1 N 0'17'18" E 571.66' R48 N 0'13'36" W 1015.51' R1 N 0733'44" W 1447.91' R25 N 0'48'40 E --- 457.00' DD2 N 0748'13" E 401.92' A = 90'34'35" 20.00' 31.62' N 0650'33" W 853.23' N 89' 11'59" W 177.34' N 0' 17'24" E 401.93' R47 A = 9942'44" 20.00' 31.66' DD3 N 0730'54" W 853.43' R24(CALC'D) N 87 50'53" W --- 177.34' R1 N 0'48'13" E 345.06' A = 44'48'05" 658.00 514.51' N 8733'30" W 454.82' N 8711'20" W 177.34' DD2 _ N 0' 17'24" E 345.00 R49 A = 44'452 658.00' 513.99 DD3 N 89'46'56" E 454.73' R 1,R24 N (Y41'1 3* E 607.76' N 0' 17'24" E 345.00' R47 N 44' 18'31" W 65.00' N 8 746'32" E 454.93' R25 N 902'26" E --- _ 607.72' R22 N (r 17'18* E 345.00' R48 N 44'54'40" W 65.00' _ DD3 N 03'19'29" W 352.95' N 0'43'12" E 658 N 0'48'13" E 2653.94' N 45'41'29" E 248.74' N 0757'46" W 352. 76' R1,R N 0'02'15" E 658.62' R1 N 0'05'04" E 2654.96' R43 _ N 45'05'20" E 248.74' DD3 N 03'45'54" W 1061.60' N (T02'1 S' E 658.61' R25,R26 N 0'47'20" E 2653.74' R44 N 0'54'20" E 352.20' N 04'25'42" W 1061.57' R1 N 89'13'10" W 184.82' N 0'47'20" E 2655.00' R45 N 0' 18'11" E 352.20' DD3 N 0,T46'1 E W 1061.58' R35(GRID) # N 8750'52" W " ( ) 184.31 R1 N 0'48 14 E 672.30 N 8705'40" W 873.82' N 03'46'16" W 1061.63' R35(GROUND) * N 89'50'53" W 184.21' R24 (CALC'D) N 0'17'24 E 672.30' R47 N 8752'00" W 184.37' R25,R26 N 0' 17'24" E 672.30' R49 i CALIFORNIA COORDI NA TE INDEX NUA48ER 338 -16 71 ENCI NI TAS TEN TA T/V - i E MAP N0. C.T. 94 066 O'DAY CONSULTANTS, INC. J.N. 93 -1009 r Date: 02/27/96 Time: 09:30 PC 117 FILE= F:\JOBS\931 009\95MO6-A.DWG t i MAP NO l PROCEDURE OF SURVEY SHEET 7 OF 17 SHEETS ENCINIT A RANCH DATA TABLE DATA TABLE NO. DELTA OR BEARING RADIUS LENGTH REMARKS NO. DELTA OR BEARING RADIUS LENGTH REMARKS N 89'13'22" W 1220.71' N 9'41'00" W 244.95' R34 N 89'52'31" W 1220.69' R1 1 Q = 10'47'47" 1000.00' 188.43' N 8750'05 W 1220. R7 Q = 10'45'00" 1000.00' 187.62' R34 N 89'45'20" W 1220.75' R15 1 N 01 E 305.91' N 8714'02" W 1220.62' R4 4 N 01'04'00" E 305.91' R34 N 8713'53" W 1220.76' R45 1 N 86`02'59" E 13.44' N 8731'20" W 1220.71' R50 N 8756'1 T W 1220.62' R43 N 8713'22" W 3662.11' N 8752'31" W 3662.47' R1 N 89'59'05' W 3662.67' R7 N 8745'20" W 3662.26' R15 N 8756'19' W 3661.87' R43 N 8714'02" W 3661.87' R44 N 8 13'53" W 3662.28' R45 N 8731'30" W 3662.13' R50 N 754'21" E 5245.99' N 714'1 r E 5244.28' R3 N 714'17' E 5242.32' R10,R11,R12 N 753'44" E 5245.92' R18 N 711'08" E 5245.93' R43 N 753'24" E --- 5245.93' R44 N 753'34" E --- 5246.10' R45 N 0'47'58" E ♦-- 5286.51' N (704'51" E-- 5286.2 R43 N O'47'0T E 5286.21' R44 N ('47'26" E 5286.37' R45 N 88'43'33" W 3854.59' N 8727'40" W 3854.51' R43 (CALC'D) N W44'1 T W 3854.52' R44 (CALC'D) N 88'45'09" W 3854.47' R45 (CALCT) 40 N 88' 15'46" W 1316.64' N 88'58'50" W 13 16.81' R43 N 88' 16'34" W 1316.81' R44 N 88" 16'1 T W 1316.87' R45 N 88"58'48" W 1316.83' R31 N 88' 18'24" E 1762.77 N 8742'51' E 1763.02' R7 N 3'57'01" W 282.53' N 4!30'1,T W 282.86' R7 (CALC'D) Q = 15'07'00" 1200.00' 315.60' = 15 1200.00' 315.60' R34 0 N 19'04'01" W 51.10' N 1735' W 51.09' R34 Q = 3900'00" 450.00' 298.45' i Q = 3900' 450.00' 298.45' R34 N 1955'59" E 42.21' i N 1925' E 42.21' R34 Q = 1720'00` 300.00' 90.76' Q = 1720' 300.00' 90.76' R34 N 01 E 777.40' N 01'05' E 777.41' R34 Q = 0'28'09" 1100.00' 8.19' Q = 0'28'09" 110 0.00' 8.19' R34 (CALC'D) 0 N 8713'22" W 746.35' N 89'48'30" W 747.74' R34 N 3'57'01" W 45.56' N 4'28'04" W 45.56' R (CALC'D) = 514'47" 1000.00' 91.57' Q = 5' 13'0(' 1000.00' 91.05' R34 1 N 9'11'48" W 243.66' CALIFORNIA COORDINATE INDEX NUMBER 338 -1671 ENCINITAS TENTATIVE MAP N0, C.T. 94 -066 0'DA Y CONSULTANTS, INC. J.N. 93 -1009 Date: 02/27/96 Time: 14:31 PC #1 FILE -F: \,1085\931009 \95W7 -A.DWG I G MAP NO • PROCEDURE SUR VEY SHEET 8 3 17 SHEETS ENCINIT SEE DETAIL "Cr SHEET 9 0= 0'07'01" R= 3563.1575 ���/ BOUNDARY LINE L =7.27' " N 00'25'38" E 1015.16' RS 682„ _ T 3 _4 1 = 559.68' - - - -- - -- -- - -- -- -- - -- - - -- -- - -- -- - - L== 9Zfi_33'- -- -- - - - - - -- - - - - - - - N -38" .1 - - _ - R =3500.16 LAJ CAMINO =75 '3 R 4 000.1800' - �, © L- 550.99 �- - RS 1800 -1 LAJ BASIS OF BEARINGS 15 w FD. 2 PIPE MARKED SEE DETAIL SD.CO. ENG. SURVEY DEPT. 1986" SHEET 9 LAJ S3 S 2 ;0 0 I sill 3 I Q �' f ® NORTH PER 2 SEE DETAIL N Q E" _ I b) / — 101.91 Q SHEET 9 \- N 74' �I 26'_» E R -- — — — — -- - - — - __ — 00 z I ! I zl I co CV O I BOUNDARY LINE (. I I I I I BOUNDARY LINE o Jj LJ v -- E — � - • • CV r CD z i LAJ = T53'32 "R- 4000 .1800'L�5 `� -- -- - _ 445 38' « z 63' �� ; , _ I 3 G'� E 3 - ______ 5 0.99' ` z I , ,' o� A = 86`40'55" I t '' ' o 6 — , '� n 00 r C114 N 0819.3r ' - -54 , 3000 ' 15" ` I �� R- -20.00 j "RS 682" - 1 z N �- 37.2475 L -285. /f L= 30.26' Qcr o r 445.36° � 475° x _ 09' I - / L1 = 2'27'31" I „ 60 D W RS 6829 Z z W L =233.32° N 01'35'59" E - __ - - -- -- - - -- - 603.26' 6'41 - - -- - _ - - - - -- - -- - = - - -- -- - -- -_ ----- 0 - - - -- - - -- -- - - - -- - - - -- 1 � -` EL - R= 5500.2475 = 642.55' -- _ - -- 30'� 1 � so — � L- `` —"- — N 01'35'59" E 27 ' 6 p f PAM (2.7' PER R35) 59 _ N 0 o = (Y21 , 38" .J R EAL R =900 0.41 -- - -- 00 / 0 I L= 56.65' 0 --�" = a .- V J "RS 1800 -1" N 69 Z SEE DETAIL „ 1-- w RS 682" Q SHEET 9 3 FD. 1 112" PIPE _ - BOUNDARY LINE � I `� ►� .0" MARKED LS 2789 � z W W j o = Z PER R 1, R 7, R8, R 15, ba *C-.4 a ,r' -514 47" R32, R43, R44, R45, R46 00 r BID 00 C) R= 1030.00' 3 W z v ono L =94.31 o v 98 » z 0 Ww Z 60 SEE DETAIL j z N 8502'59" E 3 K 60 4$' W �� 16.56 SHEET 9 WEST R/W LINE N 55.64' / ` N 4'36'20" W �_ z W RS 682 "RS 682A" - - _ � 3 _ CL GREEN VALLEY RD. \""""_"' - g SEE DETAIL E 4" W -- 1061.60' -- W _ 1 ,, - 1 w _ SHEET 9 N 0 3'45 5 � � _ -- - " � L= 849.55' - ____ �� ® z 24 29 - A - 5 = 9000 REA 8 w CAMI EL V 0 „ R S 682" " RS 1800 -1" z cyl Q" NOT 1. SEE DATA TABLE ON SHEETS 6 & 7 FOR REFERENCE I ;0 0' 100' ' 50 I 200' i CALIFORNIA COORDINATE INDEX NUMBER 338-- 16 71 i ENCI NI TAS TENTATIVE MAP N0. C.T. 94-066 4 066 O'DA Y CONSULTANTS, INC. J.N. -- 93.1009 — ------------- - - - - -- -- -_- ------- - - - - -- - - - - - -- - - - - -- - __ - - - -- - - _ -- - -- --------- - - - - -- - - - - -- - -_ -_ _ -__ _ _ - -- - - - - - -- - _ -- - - -- _ Date. 02/27/96 Time: 10:33 PC � 1 FILE =F: JOBS 931009 95»08 -A. - - -- - - - - - -- - -- - - -- - - -- DWG , i MAP No FD. 2" PIPE "LS2319' P F UR VE Y S HEET 9 OF 17 SHEETS PER R1, R18, R42 (3/4" PIPE "LS 2318" PER R5, R10, R11, R12, N C'54'20" E ENCINI RA (2" PIPE "LS 3065" PER R15) 11.02' SOUTH LINE N 1'50'55" E SE 1/4 OF ' NW 1/4 OF 16.65 SEC 11 FD. 2" PIPE N 8T05'40" W N 88'43'33" W r2518__ 5.65' RCE 13782 0.32' 39 PER R27,R44,R46 _ (3/4" PIPE LS 3129 ' - PER Rl,R8,R15,R48 9'05'40" W 2586.19' 1269.29' N89'37'15t' W 2.;-- 58572 NORTH LINE OF CAI.C'� N 8 R1�) N 89'05'5 W 2585.30 R.O.S. 5243 N 89'41'49» W 1270.48'NR a, 89' 34'49 W 2585.71'-- CALC'0 R 1 ) N 89'37;1 W 1270.4 N R5 �i •r N89 W (25g6.19 'N R27) 1270.6 ) 2 W 1-i N 89'34 49" w co to I FD. 2" PIPE LS 4539 , w ``' PER R27 N NO co z z FD. 2" PIPE RCE 23280 �' w 1. FIELD SURVEY AND THE ACCEPTANCE OF THE 2" IRON PIPE AS THE N 88'18'24" E 1779.23' PER R28, R29 w SOUTHWEST CORNER OF SECTION 11 DETERMINED THE SUB SECTION 1746.60' --�-- o N - --WEST LINE OF MAP 12126, 12422; LINES OF SECTION 11 AS SHOWN ON THE PROCEDURE OF SURVEY. NOT TO SCALE Q 32.63' n r m P.M. 2917 AND R.O.S. 5243 HOWEVER, BASED UPON FOUND MONUMENTS AND LINES OF POSSESSION EAST LINE OF-_ ;� ' �z z CO-04 N 8602'59r E CL GREEN VALLEY o � - t -t THIS SURVEY ACCEPTS THE WEST LINE OF R.O.S. 5243 P.M. 2917 MAP NW 1/4 OF �, LO -t FD. 1" PIPE 16.56' M ROAD PER DD 1, DD4, THE SW 1/4 0 12126 AND MAP 12422 AND THE NORTH LINE OF R.O.S. 5243 AS THE MARKED "LS 2789" D05, R37 SEC. 11 a W� SUBDIVISION BOUNDARY. RS A" N 850 2'59" E R) h ww t° 2. SEE DATA TABLE ON SHEETS 6 AND 7 FOR REFERENCE. h -- SEE SHEET 6 SOUTH LINE OF "ai NW 1/4 OF ° ;�! '8 » o N 80'4 12 E R N EAST 22.35' THE SW 1 4 ' ?) i� N 89'21'14! t 9 SEC. 11 N 88'29'24" W z:- •° 6.92' a I ce � N 88'35'29" E 416.10' 14, 7 1293.10' N 89'3933" W 6.93;-- ch R21 CALC'D) o o EAST 425.00' SOUTH 7.71' �N 89'39 2fi" W 6.8l- R28,R29 3 • N " Ir- V_ (DD4,R37) W 8'29'24" '� N 8 r ' 1298.21' N 8'22' 11" W "� 00 W co °0 FD. 2" PIPE LS 3663 I rn � r ' h r .: C N 89'35 48" W 29 33 ' PER R21, R28, R29 FD. ST. SURVEY MON. Fn '� �' ui F, C" �,� 0 3 1298.59' R21 (29.21 CALC D R21) C 04 C%4 � t9 I r- u� 41' MARKED RCE 9416 z I 'w c o W) � 'N FD. 2" PIPE 0.41'-- R21) PER R14 t, b b 3 zo RCE 23280 .65', � 0.46 °�R28,R29) I z 1 $ 1` 3 $ PER R28 R29 0.53 N R21) 0.08'-- R28,R29) N 89'l 5'03" W 693 .75' 6' z FD. 3/4" PIPE LS 2896 I N 89'23'31" W t� 90 I 450.6 j PER R17, R21, R28, R29 L U A � BL VD , �� z » ( 37 E C D A 26 v N 88'35' 14 E DD4,R ) 7 , N 2'55'54" E 30.07' 4 9 ' 99 N 8546 00" E 460.3 DETAIL C NO SCALE (N 2'17 00" E 30.03 ) 4.03' � 02'2 f W �R R14,R36) \ 0.23 CL GREEN VALLEY 10 ` - FD. 3/4" PIPE N 8546'00" E 1 ROAD PER DD 1, DD4, O 1 T 20' Od' N 755'54! E 839.45 (ILLEGIBLE) I 11 ; DD5, R37 = 10 N 707'2T E 839.49 R 16 ( DD4 ) = 0'42'35" cr_ R= 300.00' S8 � 14 717'00" E 839.58' R36 R= 8937.40 z _ - - L= 90.76' N 18'55'59" E ® I L= 110.71' re) ° 0 = 524'29" cO • b L =42.21 R= 9000.4050' - -�-�'- �1_�_ V, - 0 to L= 849.55' I to M w - A = 0021'38" NO SCALE RS5682 NE cc R= 9000.4050' N I r°_ J _ _ L= 56.65' SEE SHEET 6 59 O `N u i N 1'35'59" E 603.22 - DD1 D05,R37 t' o W od• E 6 ' 3 z r- 88'09' � 30' , N RS 1800 -1 - - b RS 682 �� 3 C 1.79' O N 8 734 10" W (R) A = 38'00'00" t> R=450.00' _ Z R =450.00' ,/ I - FD. LEAD �C DISC z b 0 = 0'07 01 5 gC" I �, LS 16611= N 88'21 "�R) O R =3563.1575 NO SCALE L =298.45 c��r� �N� � N PER R1 L -7.27' Q 0 • R1 Otwo (N 89 27 23" E o r I� " ; - M•= z 113.23' DD 1 n M r` h � N 89'4 11" W R �P�' � . S (EAST 113-23' D5) CN Lon ^ � O FO. S 149 EAST 113.23' ° � - 2 u S � S J g6 _' O N M �i �+ r : FD. 1 1/2" PIPE 1 *LS 278 dew W 5 � 1 � � MARKED 9" /4 COR. I COMMON. TO I 303.06' 6 R • » SECTIONS 2 & 11 I N 89' N 85'5 17" W 13 22" W - -�--) 0 - 44 48 05 0 = 90'34'35" N 0'46' E R R 658.00 R =20.00' :��° '� '�`�' - � .92' cO L= 514.51' L= 31.62' /�� �� 8N V 9 . 13'22" W 2441.40' 113.24' '� WEST 365.00 DD1 D ,R37) N 953'24" E R) CONVERGENCE ANGLE _ T o 1 . 17 ' N 84'40'27' W R - _ �� Or33'23" NORTH - 5 01 43 6.41 "� � h G �� �o� • R1800 58 +75 BC" FD. 2" PIPE MARKED _ �, O " 40.44 R= 3563.1575 d 'S SD. CO. ENG. DEPT. N 89"1322" W 1220.70 _ � � � (661,665 L- 312.73 2 COMBINED FACTOR AT STATION R1800 58 +75 BC" SURV. MON. 1986" 0= 5'01'48" EC" __-� IS 0.99996478 GRID DISTANCE = GROUND DISTANCE =3563' " R1gOp 4 8+61 +61 ______ X COMBINED S E) N 89 W 722.00' L =312.79-- DD3) --- p1, 143 MONU MENT (N 89 41 49" W 722.00 N DD3 CALC D) CFO. ST, SURVE DETAI H N- 196647 •o NO SCALE DETAIL D E- 6251379.5440 DETAIL E NO SCALE NO SCALE CALIFORNIA COORDINATE INDEX NUMBER 338-1671 ENCI NI TAS TENTATIVE MAP ND, C.T. 94-066 O *DAY CONSULTANTS, INC. J.N. 93- 1009 Date: 03/08/96 Time: 14:36 PC #1 FILE =F: \J08S \931009 \95M09 -A.DWG . i W E 39.24' Ilk. AP 0 • AM M P OF C EN SHEET 10 OF 17 SHEETS A MAP N 1 � ST 5.1�.G.�� - S��4�NT 50' WIDE OPEN SPACE EASEMENT FOR �"XI WILDLIFE CORRIDOR PURPOSES GRANTED R'E"CORpe - ,g' -/3 -96 TO THE CITY OF ENCINITAS HEREON - - -- -- -- -- ' 42.00' 42.00' F/N I9,9�O - 0241'94.5- - - - N 8918'24 E 1746.60' - - - - - ... • IL - " - - - - - 729-3 '- " 1 .6T -�4d�0 �0 N 88' 18'24" E 356.01' _ .-. N 0900'00" W y y N 75 E �0$� 18.93' \ -�'� 31.51' l uj LOT 1325S61DYP) OM I vi 1 . 0 9 W o w \'� N 25 48 5T 46 ,E 1.36 AC. NET) 6 9 M - N 8 9 18 ' 2 , C E(R) OPEN - i 6 ' 0. SPACE c° +,j= 0T4125 E d , `� R= 500.00' cv -d- , r ; � 3 0 � M \? OPEN SPACE � ;� .9 0 AC. ca ` 3 Z L X67 „11' M . 2 6 A C. ,� N\ o EASEMENT N 1(705' W z t° ' GRANTED HEREON Z N 80'36 59 E(R� SEE NOTE 2 W °' 'w '� 'r \`� GRANTED 62' o, o ti b o. \� HEREON c o RESERVED FOR O= OT41'25" Z �s� , °° W Z 2.5 4 A \� " E FUTURE S R ' TRE o R= 723.00' s� z W C �, ,� N 8502 59 -() N 88' 18 24" E �R Z C7 L = 97 . 04 , �, SEE NOTE 1 BELOW OPEN A=5 47' A= 10'31'13" 8r34 ,39" E 228.1 '� N $ SPA CE R_ 1030.00' R= 500.00 '24 E(R N 8 `s o b W `Ol % ^� 2. AC. L -94.31 Z w N 88'29 1 09 W � 0' 100' � L= 91.81' 3.9 8 A C . 9- z ''� b 123.95' ---� `�' � GRANTED HEREON N _N 8507'5 W )J $n �5 �= 10'31'13" 1 �' �12" E(R) 50' 200' M IN 81.110'2," W (R) 5 R= 723.00' (3.65 AC. NET) b ^ N9o�oo'oo "E N 09 w N a � - - - SCALE ti 1"=100' 4 i d"; I L= 132.75' SEE NOTE 2 BELOW c4 5 ^ N �� /^ z y � 2 . /co 276.05 55.64 �S?, n `i° n RESERVED FOR ° - 188.81' 323.66' ��. ►�-� 2.91 AC. -- a •,�. FUTURE STREET �. 87.24 96.37' N ' �,,,/ �, �,,.,� 90'00 00 W 416.00 J N81 5 N 81 W�R�. 4,/ k' 183.61' NOTE 1: ACCESS FROM LOT 2 TO AND FROM LEUCADU BLVD. Q N81'07'3 \ 53 1 3"W `- _ �. �-' -' E R / ��,� ,,;� �I�,°• TO BE PROVIDED BY AN OPERATIONS AND EASEMENT W .80 �.,, 133' N Og 52'30 " AGREEMENT TO BE RECORDED PRIOR TO THE TRANSFER - '� ,� N 89'31'00" E 1249.81' K -.- � =- - - - - 91. ►� is 12 �� N 81'0 cV , o OF TITLE OF LOT 2 OR LOT 3. 54 ' a, •- 28.70, 30 w o ° / 7 �' .�►- z� OPEN SPACE r` 4 2,26' n '� A " 7 1 " o - 1 0 , 1 4 " , �/ .� EASEMENT - ..� F- NOTE 2: ACCESS FROM LOT 6 TO AND FROM LEUCADU BLVD. + N8 N810T 30 "w , ~' ' ' l \''� , d , �" ", GRANTED �; TO BE PROVIDED BY AN OPERATIONS AND EASEMENT 30"E - X174.7 ' ; R? 3 �n 11 00 , - -� w J �.. ' ' ; ,.1,4 / / 2.2 5 A C C. ; HEREON AGREEMENT TO BE RECORDED PRIOR TO THE TRANSFER 0 N 81.07'30" W c J 2 58.4s► c0 2 •� 8 I C OF TITLE OF LOT 6 OR LOT 8. Z N 81 , 1 7.12' N8 ' 52 '30 "E-" 4 =1p' z" l 1 00.0 0 , I i 4 • , ~' J -- -1 1 86 / Op£ fS 2 4, SEE NOTE 1 RIGHT 31: 4 0730 w 70.13' 00 R, S N 78` ^o $ N J C �? 5 140 0 p l - / ANC ,� 3 I `'= Q 1 R OPEN SPACE � --� _ - , _ ; :R 14 ,� Sp. 90 ' qC�F . I S0 b, I'* g HERE o R=26 00 ► 5 3' R` l SS OP 00 PRANTEDONE 53 ' 34 0. �\ fly I °° w �, s c � ° 4 2.15 >.` i 1 • ,. " N1 4 �5 20 6 •� . z l.^� �n 1 oC I --.J I �, J i P 46 Og E 3 C,4 \0'S�, .36. 6p ,N I8. I u, I W 4.85 $ - �� Q� S4'? 0 = 04!46'53" W F I R =1 ' / 1 I I I o 332.00 �„ r- i A =00'0 '24 �, / �6"W ti� \�� , L =111.16' / z 1 I I I _ , n �\ 8 4 o I N R � �� N 1 0 -�.��� �^► L ° N7p. ; 1 �I �' b R -8919. 0 - 8 T 12'O W(F 739' RAD. °C �, �; + . 9 5 A C . 2 2' ti 42 �O �� , 6� h S�' / I I .r I z L =14.01 N 86'56'08 _ -- -- -- ►�' 0 0 4 £ 00 ' �S \5' ' NI9' N8 6 w : I' l ° I � I W(R}r 803 RAD. N " ( S 00 A _ I 02 44,. z I ° I ! 6'46' 0" E _ 88' 14 41 W R n ! •9? Sip, OP CC 2 00' f I z , UNITS I, ll AND III - S Z -- _ / � ` , ,, £NINA SS �, / / 1 J I z i I 18.89 + ` - I . �� gCC£S 0 °�►• ,��,, N ��� , o� J J ! 450.66' N 88 BOUNDARY '16' 7" W EXIST. SDG &E ESMT I RECORDED 12 -21 -48 IN S 10 Op o 1 9 '0 ' l -- -- - � \ EN /N •� ,� ?1 ` I �0 1 .010 , ? 44 \ � ma "7�.3 • � 1' � 0 =0'4 ' S" EXIST. SDG &E ESMT. BOOK 3056, PG. 245 C `� ACC N £ �0� ,A = 8937.4050 RECORDED 4 -19 -56 ° ^ ° Q ,O�II -- �D - Q ` E 102.76 F \ �, \ _ �--�- I 'I6* �`_ 1 T N8546'00" E X 06 = 110.71' IN BOOK 6066, PG. 370 11 $ - - 2 R , 8 '09' ��' I L , 19' ? I �� I N88'19'20"W --' �� (, , I 2.3 . 02 44" £ - _ 1 4pp ! 113.83' N 88' 1 '29" W R 30' RAID. r - - " � S� • \ � 43 � • 41.E `� � � (R -- 0 _ I I � , RA 0 u 55 E 1 64' „� 20 .Q� ` �� --L- -- L =38' tO I I �N 88'1 '23" W R 8919.4RAID. DATA TABLE �' s �, Nc , 05 8 �w •� _ _ _ '�' \ -DER 16 • 1 \. N . A H 1 �.W �, A 2'53 23" � N 88' 19'20" $ wp EEC ZCS , � ?� 9 . ), _ , 22 .3 NO. DELTA OR BEARING RADIUS LENGTH 7t' r EE SN w N X 5 2 • 2 44 R- 1472.00 Q\ S ,� 4 146.02' 9"06'34 "W R£ L= 74.24' '- 89'55'19" 1 N 81 07 30" W i � �- - -(-� ❑ 111.53 N ,�� 2 02 0 - ` - R 30.00' M 34!59'55" - N89 19'20" W 2 N 11'46'09" E 125.16' ,1-c * o S 2�,1 E .... _ _ N3S46'40"W N 63.68' L 47.08' 6 g 4 16'50 36" R = 279.00 11 = 90'02 53" 30.00 47.15 o ` . \ \N0 10 N \ 22 R = 279.00' L = 170.42' PEDESTRIAN EASEMENT ON NO1'40'40'E N 5.00 01' "E N 1 . 4' BEHALF OF THE PUBLIC GRANTED 3 59 5 0 12 N 08'49 37" E 19.03' � o •� �� M L = 82.02' > � r- L 0 4z �o 4.7 4 A C . E HEREON. SEE SHEET 16 N88' 19'20" W 181.81' 13 10'52 23" 200. 37 `� N 6g R CS . 1 - 02'`- 2 I 0 F�4 Etij�l/T TO O. M W. P. • ' " ` D �' `� Z �1NE 2`� l N 1 vs SEWER EASMENT ON BEHALF OF LEUCADU M 51 N 01 45 19� E 23.44 �� i � g �� `�_�,0 �� 13 \ w�► � � COUNTY WATER DISTRICT GRANTED HEREON. PER DOC REC. A_ Y 29 5 A = 10'00 50" 697.00' 121.82' z� y SS \ F l99�- 02 A9�54 5 N 11'46'09" DER N. 16• X1'09 W \ N " N6 , S SN�� \ NZ 7 14.32 (� ®4 A = 870621 30.00' 45.61' , �,, W p•�ER S EE 3 .� �, EXIST. LCWD ESMT. o 5 N 81'07'30" W 32.97' 6 '� $ ��9 6°1 © N ��� �.� o: v�, �S \ 1 .w N 4 �� RECORDED 12 - 22 - 80 I i ~ o N2CS X13$ PER F/N 80- 429200 + 5� N 70'57'1 6" W 55.36 \ ` 6 , °s , 3a�' W 99 �" 4, o A = 8751'09" 30.00' 47.05' 00 0 4 ZO�1 4 N� I ! . W • \ 4p H ') 9a �1 �° - WATER do AC o 15 42 �4'L a X02 � - 33'40 01 SEE SHEET 16. ACCESS ESMT. \ 0 . . 321. O = 03'00'39" 133500' 7015' 'L 41 4'L' D 4� 6�, 1'I, \= R = x' ' ° o 0 N 81'04'46" W 57.23' N 15 6 a L' N6g 4 = 3 o Gj� w L .1.62 C� o 0 02'28 16" 1332.00' 57.45' �2 4 i \ `''- -� E :............: ^ " c/) w w 6� v` 1�• A= 13'29 4 A =3 l S 3'40 01 0 A = 04!55 10" 1332.00' 114.37' cO• 0A 0� \ y = r ,�' v- R =321.00' • �► r N5p 2 3 Q R 335.00 1 A = 08'39'24" 200.00' 30.22' Q ` �� :............... �`4� '� �, L = 78.91' z L= 188.62 DATA TABLE 0 3�, 2.41 AC . 219 1 NO. DELTA OR BEARING RADIUS LENGTH z ' 1 � = 89'57'07" 30.00' 47.10' R l � ,,.. � � . �• t � .............................. 4 N 69'42'21" E 130.31' 1557'04 E ''� R 12 N6i 09 55 412 a 95.66' N ,�, ��17'. N 08'49 '37" E 18.89' N 20' 17'3 5 7" N ''' ` � � 62 .00 - \ \ . 37' E 16.20 56 N 08'49 , 5 N 6742'23" E 29.00' 0 A = 04'57'29" 500.00' 43.27' 14 15 \ 57 5 N 20' 17'37" W \ " , I ' 62.00 , 1 �, \ � N 58'47 22" W(R) - - 5 � = 05 33 44 500.00 48.54 5 A =02'3832" 711.00 32.79 N85335 E(R� - - -- SEE ET 11 - - - -- • 59 A = 18' 12'38" 723.00' 229.79' CALIFORNIA COORDINATE INDEX NUMBER 338-1671 ENCINITAS TENTATIVE MAP N0. C.T. 94-066 OODAY CONSULTANTS, INC. J.N. 93 -1009 Xrefs: NONE Date: 4/23/96 Time: 07: PC #17 FILE =F: \JOBS \931009 \95M10 -A.DWG MAP No 1.33.33 A MEN O C IT Y E N CI NIT AS PAAP N O. 1 5 a SHEET I I OF 17 SHEETS DATA TABLE DATA TABLE DATA TABLE DATA TABLE NO. DELTA OR BEARING RADIUS LENGTH NO. DELTA OR BEARING RADIUS LENGTH NO. DELTA OR BEARING RADIUS LENGTH NO. DELTA OR BEARING RADIUS LENGTH 76 N 2664'02 "E 64.12' 46 Q = 08'04'59" 580.00' 81.82' 134 N 6742'23" E 34.09' 12'59'13" 370.00' 83.87' 0' 100 U Rq Q T S N M A VA D Vp F Q = 0904'59" 550.00' 77.59' 47 Q = 0901'01" _ 340.00' 47.57' 135 N 573113" W 20.36' 147 = 3110"1 r 300.00' 164.96' N ® Q = 08'51'00" 400.00' 61.79' 48 N 53'27'32" E 52.37' 136 N 3728'27" E 84.01' 148 N 61'28'33" E 157.17' 50' 200' ©� 99 N 53'27'32" E 99.40' 49 Q = 84'54'55" 20.00' 29.64' 137 N 5731'33" W 66.53' 149 N 69'42'21" E 130.31' SCALE � 1" =100' 43 Q = 22'01'02" 516.00' 198.28' S0 N 41'37'33" W 60.51' tae N 69'42'23" E 64.56' 15o N 20'17'37" W 62.00' 44 Q = 2912'09" 520.00' 183.35' N 85'08'12" W 4.00' t[3e = 06'12'41" 842.00' 91.28' 151 N 69'42'23" E 29.00' 45 N 25'04'02" E 64.13' 8 N 1709'09" W 85.75' too Q = 00'55'58" 842 13.71' 152 N 20'17'37" W 62.00' N 84 47 W N 3728'27" E 88_01' tot Q = 00'40'50" 842.00' 10.00' �1 UNIT I II AND III - �R) 133 N 5731'33" W 79.88' 142 Q = 01'48'39" 842.00' 26.61' BOUNDARY . L=433-12' 143 1 N 84'47'58" W 39.35' ,a 144 N 16'59'03" E 72.77' `612. _ �j-- ` - - N 0 5 . 12'02" E t A = 09'17'22" 370.00' 59.99' - - N - - _ �_ 1 118.55' y �p 00 N 0 5 '12'02" - 145.60 _3�0.2� t R,1 / _ -_ -- E -_ -_ s L= 601.28' 190 G A RDEN -- 118.5 - _ 15' = 2T5�'h j" R= 758.00 o• ��. �/ N 14 29 , Q" ' � - ---- - --- _ A ' 96.43' �', VrE� - N �0a� N36'35'44 "W �3 g w N 05 12'02" E ROAD - _ � I IR =800.00�'I 65.09' 4 • g' 1a ,�, 1 DEDICATED _ - - 1 ,� 11 ----- - =275 17� e tk� " r< 143 ? ? N84 47 58" W _ _ HEREON N t --- j :4� • N 8.55 __._ � II � g N39'43 45 W r• �8 1��+ 170. ' - .r ©� 91.68 i/ J 3 N '�O• F 135.7 Q= 2759 R 842.00 �� _ >r •'Sh / �.., N 1 2 6 0 8 : 142 3 _ 4 r ,, Z 13� 0 N45'41' 1 , W 3 : r\ o N57'31- 16" NS?• 2. AC. 3 ;�' o0 1 o� 141 510 1 >> ?B• n 40 v; , 100.1 D tioh' ti3 �o �. � it 0.93 AC. --��» � � W� � 4 N5419 4r w h�` /--- \ F, N5731 33` ,\'� �s► 54.26 �� Z 1- / 5 .40 \ ?. 1 �ti N3728 27" E `1. ��,► 4 ?8• I T 1'33"W '` 30.00' \ b° :,� �j 0.97 AC. h � �, ' \ sm. � LOT INE REVISED FROM -- Af �� W ,�� , •� �� �„� / � / ? MAP 13258 (TYP). z �''` ' / F �h� c4� oti (b o� 134 N 2.93 AC. ,; '��� , '��"' �\~ �' �'� '` 9 h .� .� °� 133 2 4 ` '`L� �1 � ^ .� � ' ?�•�S F � I I ?jam ? h h h T1 W s' / \ F\ 3, ,�1, ,"� K �o , PUBLIC RECREATION. TRAIL / ,r s� 9s \ 136 GRANTED TO THE CITY HEREON / °o s 33 ^ � � 135 � '� �h �- *S� 3.70 AC. 4p h I ti 132 • s, IP6• •� 26 ? �,� 2 7 \ ,^' 2.. �3'� ^• / , / ti �' 35 AC �,�, / I I / ,^� 2.65 AC. ^�' / �, :\ �^� o• ,, F �'` W 00 v / cp ui N 3 NOTE: SEE SHEET 16 FOR SEWER, WATER, 0^ 3 3 / !'; STORM DRAIN AND ACCESS EASEMENTS 25 / � • P= / \ •"� \ 1.84 AC. o / L= 52.56' �„ S9- ,� ^N 13-07_21, W / '' � -LOT LINE REVISED _u e �• / �� �G52 / l :� ? , 13258 �)• ti N 7300 PEDESTRIAN EASEMENT /OW ,? 29.98 BEHALF OF THE PU C GRANTED 982 AC. 36 S /h 1.50 AC. h ,A, 133 HEREON. SEE SHE b6< /� l y 17-09,0 /h& Vz 1 6'591 4 57, 9'Q *7 V� 43.59, 2 .h / 36 1 \ i ,��� EA' g \ , o � _ \� � SEE SHEET 1� 1.57 AC. PRIVAT cr _ 2/ o� �' `!• ROAD C \ - 9 CA PRIVATE en I C �_ �o to 00 \ 5 �y1 , ROAD �• q l q N�, e " � W N 1709 09 W ?tD w 11j ' 66.81' N 77 � yF RFO ` 131 _ - =405.2 - �.�► 23.00 51 E �V ^/ _____R- 5 50.00 _ _ Z Q L � CALIFORNIA COORDINATE INDEX NUMBER 338-1671 ENCI NI TAS TENTATIVE MAP N0. C.T. 94-066 O'DA Y CONSULTANTS, INC. J.N. 93-100.9 Dote: 04/19/96 Time: 09:28 BY: K #17 FILE= F: \,1085 \931009 \95M11 -A.DWG MAP 133 NO , AMENDED M AP O C O ENC IN IT A S MA P N O. SHEET 12 OF' 17 SHEETS ' EXIST. SDG &E ESMT. DATA TABLE DATA TABLE W ATER & ACCESS ESMT. RECORDED 4 -19 -56 7,7� / / NO. DELTA OR BEARING RADIUS LENGTH NO. DELTA OR BEARING RADIU IN BOOK 6066, PG. 370 SEE SHEET 1 6 / LENGTH 7© N 24'32'53" W 57.13' 4 N 72'50'51" E 22.00' 74 N 8'45'58" W 11.03' 95 N 57 W 13.20' 7 N 28'52'50" W 19.97' 96 14'45'36" 335.00' 86.30' 7� N 692938" W 39.35' 9[7] N 72 E 23.00' 77 N 15'26'58" W 32.15' 98 N 17'09'09" W 66.81 ' o o U 7� N 88'43'53" E 61.34' 99 N 70 E 23.00' / 77 1'47'51 795.00' 24.94' 00 N 19'02'44" E 23.20' ® N 3'03'58" W 3.00' 10 1 A =34'59'54" 279.00' 170.42' 81 Q= 3'20'23" 798.00' 46.51' 14 1 N 15'57' 10" W 147.52' / ®2 N 75'56'28" W 10.00' 100 1 N 15 W 147.52' L =3 00 39 1472.00 77.35 ' 100 1 Q =34 59 54 290.00 177.14' \ BSc, 16 0= 923'42" 1463.00' 10.09' 1 N 19'02'44" E 23.20' ® 0 =2'20'37' 1463.00' 59.84' 111 1 N 70057'16 of W 11.00 \ P��R 5 • 0= 3'21 '02" 344.01' 20.12' ll N 70 E 11.00 \ \ EPSOM s N 1 9.02 '44" E 23.20' ll N 70 W 10.00' \\ SEE SHEET N O, 10 v 2' 9 = 3'26'38" 1463.00' / I 5 6' � 87.94 1 N 75 56 28' W 53.53 \ 3 �o '` 91 0 =10'04'32" 798.00' 140.33' * 2 A= 1'36' 16" 5418.25' 151.72' �'` / EXIST. SDG &E ES � � \ / RECORDED 12- 1 -48 ale ,Z �2 =0'40' 16" 798.00' 9.35' * 12 �= 1' 13'50" 5437.25' 1 16.77' \ IN BOOK 3056, PG. 245 Q h � 0 =5' 15'58 364.00' 33.46' / b �O Z * TIE LINE ONLY \ 6 20 / / _ , ? 6 , P 3 � 68 � no to VI, OS tAo CIV c ? ( 13 s \� . ►� e�• .5 15 AC. �o \ \ \ ti , 1.09 ACS, h r CN fn cy) ri 00 rp z N 1 � 0� (B)_ N 6 \ .3'�/ + _ z 1.20 AC. " -\ � S �� � \ \ � �.� �. ,�k � • i � 5855 52" � f `� `.,... SN G\ \ titi �. i R=80.00' 73.34 �32"W AfT l 'k L= 83.68' 121.12 g29 . , \ �� N0724 1 E R 194.4 ' 82.2 N 14 48 20" E ' e 1 44.22 '02'24' 13" E � 0 =5'43'08" Go 1 2 7- ,e W . , R =1463.00 y N 1 TO9 pg' W ° 0.87 AC.L= 146.03' N 00'00'00" W 1 1 pg 66.81' E Q724 3 » E 381.61' h ' , N 2'50 51 » 7 1 6 56.90 324.71' N 9 '52' 58 " E 455.97 jO N 4724 13" E - C _�_ . _ n 86.15 0.78 AC, N 87-35'47" W 4' 13" E 242.16' $ N 16' W LR) 47.12 91.68 ,� , $ I S E�,I►� N 4#1 N Z N 2'24' 13" E 283.75' 6 co N 873547" ' �� Z � I �� F.P` � � � W � o c o_� N Z S AN S �E� c., 63.49 O - �29' 16" N 2 E �� 4 13"E -- RJ o ` n s 3 0.67 AC.: 6� 68. 15 8 3. 47 3 10 N W R) 5 " W X 7'08 �" 2.82 AC. .r 7 91' , o m N 3 E EX STING SAN DIEGO GAS AND ELECTRIC M N L 1 f*1 0.35 E EMENT PER DOCUMENT RECORDED h o� N 42.18 N18'30'09 "E 11 -21 -4 I N BOO 301 9, P AGE 492 • ' i► - 48, "o AC N 2 13" E , o SE SHE F UTU R E 8 83.21 1 o" N UTU E ESMT. , ►� O. 1 AND MONUMENTATION N 3 . 452.82 72 ► . ® Q 0 3 58" W R N 65 N 01 4 R= 40 63.1800' EXISTING COUNTY OF �• , 59 39 E 477-1Z 1 7 0 40 " L= N 1' 1 W (R 45 5 FUTURE ESMT. FOR I I �'': 7 ' 559.68 i S AN DIEGO ESMT. -- �-- 1 E R SIG E AND MONU ENTATION SEWER AND WATER EASEMENT b, - --___ - N 8 . 1 RECORDED 1 1 -30 -94 r -- �) - OPEN SPACE - DEED RESTRICTION SEE SHEET 10 ^� _ 4J - --- _ 9 3 E PER 1994- 0688626 - 0 =84 40 45 R -30.00 1 RECORDED 6 30 -95 FUTURE ESMT. F N e 4i _ OR SIGNAGE . --"-- -- - -_ - 445.38 v , L= 44.34' 2.61 AC AS F/N 1995 - 0279362 AND MONUMENTATION "" `" N FUTURE ESMT. FOR SIGNAGE _ EL °' waft - m Fl - N 85'5 W� STREET DEDICATION Q= 89'55' 19" I AND MONUMENTATION =3'00'15" _ - A- 24'S6"� {- ' PER SHEET 17 R= 30.00' z CA M�N R- 5418.25' - N� 1 _ EXIST LCWD ESMT. EC. O R- 5437.25' L =285 - Sr' -- - _ 59" E L 4 7. _ 12 - 2 2 - 80 P RR ►� .09 L- Q , 496.47 - P E R F,IN N. 8140•�r• _ `O REAL N 84 '43'2 7" W ' N 88' 4 ' 1 W N 80- 429200 :� W - - .._J °•' XISTING COUNTY OF SAN DIEGO �" 0' 100' 21 RECORDED 11-30-94 PER 1994- 10688627 EXIST OMWD ES T. REC. 1*40'4 E R ao =3'36 OS" R - _______ - 8 - .- 5500.2 5 9- 8 4 PER F 0 2 35 L= 345.72 - - ---- - _ ° N 88 W (R� Z I R= 9000.405' 5 ' 200' _ 84- 302603 _ SCALE 1 " =100' - --____ F - - - - - - _ _ R L= 56.50' = 5500.25' �-- L= 296.83' N 1'35'59" E 603.22' - - - - - - N 85' 1 17 " W R EX /ST. E S. e� A= 0'00'03" ---� �-- LN M 1 � W� , A'ECO� oco r- /y -,9G R= 9000.405' N89 R) _ F/N X996 - 02¢ 1944f L =0.15' N 8 919W W (R) CALIFORNIA COORDINATE INDEX NUMBER 338-1671 ENCI NI TAS TEN TA TI VE MAP N0, C.T. 94-066 O'DAY CONSULTANTS, INC. J.N. 93 -1009 Dote: 4/23/1996 Time: 07:34 PC J17 FILE= F - \JOBS\931009 \95M12 -A.DWG F MAP NO . 13333 A MENDE i C I TY SHEET 1 3 OF 7 SHEETS P 73 2 58 DATA TABLE � ci� ! 6� 1 �, N0. DELTA OR BEARING RADIUS LENGTH It to 3 N 41`37'33" W 94.63' 4 =4' 11'31" $' � ! ❑ 750.00 54.87 1 / ° 5 N 89' 14'22" E 78.60' v �» / O o 8 = 8'51'00" � �` � � \' °'' � �o Q 400.00 61.79 I a'` i � o 0 N 53 32" E 99.40 �� c o If III 10 =11' 13'1:27 750.00' 146.87' �'1 R cr 22 =1 43.86' ❑ Q 2'57 32" 193.91 -1744 11 1 0 w I ❑ Q 2 5.32 47.86 � N 6, o Z 1� » $\ o, / i` to 24 N 40'3 25 W 39.05 ' �$ ~ , � , Q 25 N 413733" W ' °' V ❑ 42.07 � � Q Q 26 = 95'05'04" 20.00' 33.19' ? eQ = 7' 6 N 89' 27 N 53'27'32" E 67.53' 6 �0 6c�g' W — 2 =9' 13 '42" 790.001 127.24' �' �o �� SEE SHEET N 11 29 = 10'20'04" 789.00' 142.31' `'--'- ��� 6 � a � 1 p' 100' 30 =13 W 11' 715. R 00 s: i , 11'3 " ` / 1 ^'1 •� o. \ � 50 200 32 Q =4! 1 800.00 58.53 .h , � S 33 N 41'37'33" W 30.17' N co• > � r a ��' 01 6 I SCALE I"= 100' 34 = 95'05'05" 20.00' 33.19' 35 N 53'27 32" E 23.97 ti 'y !. , 3 ST _ T DEDICATION E 36 = 529'55 362.00' 34.74' / �� y �rPs ,�o• 1� SE SHEET 17 37 Q= 9'07'15" 433.00° 68.93' 3c _ 4.77 AC. /o !�� !. �!• Off` 90 � `? �S9• >>' o � `�• ,� C� L �h\ '`'� •��'� w EXIST. SDCFCD ESMT. �' rn / 1 \ �'� '9j► � �(� /.� ��h / / �'` �(R� RECORDED 2- -15 -91 I PER F N 1-0072401 Q � /,�$ r I / 9 �, 6'� F'P r1 ,N3 y f I 41-1 LAJ 4, Sso�ra� �1� ��� 0� s5 r, r ti� SEE SHE T N0. 15 1 ZI zo o Co bQ � oo 4 p ��o `?� 6.08 AC . 1 U / 1 W W UNITS I, II AND III �,� -..1 BOUNDARY ;� ,�,, �' ��s �,��l,,o LA zn ! I 04 04 A ��� 6!. ! o� $ / ~ <`,' p'��' o, o EXIST. SDCFCD ESMT. 3 N ,� �� 4P \I / ,�'� !/ ►� ' RECORDED 7 -16 -87 S�. >�, o o h�� �O !y PER F/N 87- 399609 to A- 6 - 06 - 49 - R=7 � 2 N L= 76.29' �� ` ,� <`'� '5 �'� 4 ``�r . ; cos, e `� . � SEE SHEET NO. 14 .� �� • �' ��� �h \ Q= 0'07'01" 64 I R= 3563.16 1 <`' � '�' � L =7.27' N 8 1 �' FUTURE R. �� R�`�S• =514. 7/ \ y STREET DEDICATION ` 6 S8 ' 06+ 1 3 1 Q= 90'34'35" \ eh��1�° ��s�• o • �8�,8aD R= 20.00' � \ \ ` ROA L= 31.62' Q -1 R= 3500.1575' 5 ---� L=70.15' r1 o r, L N 0 0' 45 3 LO --+. N 89 16 EAR) Q'~ CALIFORNIA COORDINATE INDEX N UA49ER 338-1671 - ENCI NI TA — S TENTATIVE MAP N0. C.T. 94 066 O'DA Y CONSULTANTS, INC. J.N. 9.3-100.9 Dote: 4/19/96 Time: 13:50 BY: PC #17 FILE- F: \JOB5\931009 \95M13 -A.DWC MAP NO • AMEN MAP � C ITY SHEET 14 OF 17 SHEETS OF EN C INITA S MAP N 1 3� 58 EASEMENT FOR RETAINING WALL CONSTUCTION AND MAINTENANCE 2 GRANTED TO CITY OF ENCINITAS HEREON. 11 R_ 785 00' VIA _ _ UNIT i, II AND III UMTS Fv V AND VD R -X5 0 BOUNDARY 4 _ DEDICATED , _� — – - R., 340 "Ffo'��Fe NOT Q PART �? p 13 . 00. Dc • Ark - 0 N� ,? 6 N _73 W ( R) 0 ---715 00'7 ,,�o o �� �� � �D L -17.81 — — I 44 �o� N � 33'00' 13" W 14.14' 2.34 AC. Moto N 1 33 43 E 663.91' N 1 E Z ). 126.59 635.77' - -- •��� - — - 36.67' ,9 •J0 .......... EASEMENT FOR VEHICULAR �• ? 50• - G\ SIGHT DETAIL 'A' SIGHT DISTANCE GRANTED /S, sp TO CITY OF ENCINITAS HEREON. S S. , 9 0, 6 ► c' .2 5.0? 391.9 3 ''� \ s• F` L =6 - 06'49" 408.88' - MAP . 1 2422) FD. ST. SURVEY MON 'Q `��?��" R= 715.00' N -x52'52" W D PAR MARKED RCE 23280 I �' � �> U, _ 9 Na z 415Cr)N ..408.42 GANG PER MAP NO. 12422 \s��, �`�> k_ L -76.2 illillillillilllllll • O \ C �. 4 � � FD. ST. SURVEY MON. \�� (NO TAG NO.) ACCEPTED p`st / AS FD. MON. PER MAP N I `� O NO. 12422 •O I F� p .��./ JIVO 00 \ \X� F �, 9 "3/ �g I�� F � 11 4�1 X0,5 �' 4 s V \ �o oo I Q- Q O s z 06 0 \ t �► �e�. > 9rq N 60 E(R) 5.00 Q-.E' /�0 p� �� � 200 / , jam �� �� � •'O � Y�' �i J n � � L A, SCALE 1 =100 43 ,� ��") / d 1 o.so Ac. a, o 0 0� 8.79' N 1'33'43 E 663.9l'-,, NCO '� 0� 5 139'1" DATA TABLE 36.6 DETAIL A NO. DELTA OR BEARING RADIUS LENGTH SCALE N = 2 0' 3 N ❑ 41 W 94.63 4 A =4' 1 1'31 750.00' 54.87' 10 1 A =11" 13'12" 750.00' 146.87' 0" / 31 A=l 1 787.00' 154.12' 5 A=10'19'34 71 1.00' 128.14' 5 =9' 13'30" 710.00' 114.31' �\� d , p 5 N 53 E 87.60' _ _ > S ° O �' \� "� •• �� � 40 L= 84'54'57" 20.00' 29.64' N 0'54 20" E 3 _ �`�� �o0j '\ 52 20 � 61 N 41 W 38.61 2 A=4!1 1 31 700.00 51.21 p� � sp y p► �O 0 1 SEE SHEET NO. 13 O. Z�=53' 19'37' R , R= 750.00' / L =698.05' CALIFORNIA COORDINATE INDEX NUMBER 338-1671 ENCINITAS TENTATIVE MAP N0. C.T. 94-066 0'DA Y CONSULTANTS, INC. J.N. 93 -1009 Date: 4/19/96 Time: 08:45 PC #17 FILE =F: \JOBS \931009 \95M 14 —A.DWG MAP NO 13L345 AMEN MAP OF C OF E M A P N 1 2 5 f3 SHEET 15 OF 17 SHEETS O 0 4j� / ♦ N 44 18'31 W D / cb•, / 65.00' �o / Ik / / soh �' �� o / / �'� SO �� 0 = 4' 14' 24„ . � \'moo. N fi3' 53' 42" W(R) / / R =430.00' vo� 3.00 ,N� ."�� , Q� • 1 L= 31.82' S8 0 0 s 06 p h� r ,O \ /,,�• S� 0. 8 2, SEE SH T NO. �o i�, • 1 .46• EE 0 N 1 1 3 0 1 37 \ I IS 00, 9 S 0 48 W 409 / / / / 7 8 \qp .9 7 � / / A= 90'33'43" --_.. N 27 N 69 -4103 61 72 43 X30.00 EXIST. SDCFCD ESMT ---- 37 45 W R o k iL =47 RECORDED 7 -16 -87 (� 78 .15' .O �\ �, s / PER F/N 87- 399609 _ S / A = 61 46 53 c�� ,� �\ 9• 4t N \ --- R = 58.00' X9.34,2 L= 62.54' N 00'35'23" E 71.90' \ 03 O // OPEN SPACE D EED RESTRICTION R \ c- c t� \ oo RECORDED 6-30-95 ��/ N 89 24 38 „ W ��6'SE• O / Z 1 1 =0'07 1 ` N 0• 3 PER F/ N 1995- 0279362 79.85' \ s� 2S• � F � 3\9 � i _ in R= 3563.16 N ��� 38 \ •�/ \ s9, O ��4, 1 ti� A �/ s L = 7.2 7' ° 2s � \ .��` ti 5 , 84 A C . As F '`/ ,�' ��'i o �� o � 00 o'n � =90'34 3 �� 0 :' / 42 R =20.00 M o � ° �S 16. � / � _/ */. ��� O `Z' � <v II 31.62 \ `� \ 9' 9" W �i \ `I J EXIST. SDG &E ESMT \� N22 1 ��, \ O •� '�' C RECORDED 12 -22 -48 N 9 30 '51 W •� T��,, `o� , Q �v4 J Q' N BOOK 3 0 50.03 N /,�o,'2/ �i. c � "� 'r� � C� 8 „ �v PG. 189 � 2 , ,� � N 21 27' 12 E EXIST. SDCFCD ESMT. X01 \� �'� NZ /,slQ2_ 50.80' •p�a8o QJ RECORDED 2 -15 -91 5 1 6 tt4 `� A Ca,P ` c• � _ 5�9,! _ <. cr PER F/N 91-0072401 A 6. G I 1e J9 y r r,,� ii � ,r. . �/� i �b. / & � � I R o `O o � _ t � :- I o `` � �•. h ca ►� co Lo - _ I ' I 5j 5o r I � STREET DEDICATION .�� ' ��' j� - `st,�. .��` o f `� n Zv Lo I I ti & ABANDONMENT �• cb ? ♦ SE H 6i, .9�?. N734735 W E SHEET 17 ' ' "R \ C) 40 26.05' ` . O le, LOT LINE REVISED F i s* ' 4 ♦ 8 /� MAP 13258 (TYP.) FROM %, 4. \ 0 °6 3 ♦� 1V // ° Z /�QD� Al o n ? i� S � 0' I Wl , \�O•� ? �' '�' 2S 3` ` _ 80 4 N 1709 og „ U 4000\ \ ♦ '65, o�� 6��\ 6 l 2. , F, 157 22; �n r"i .� 38 1 o or• 00, \ SS �, h 4 3 1 93 i N DATA TABLE �� ��,� ��-. 7.5 _ , _ SS� ';� N 4 � 60 ' ti °�� 7 ' N4' er °'�' 74�D9 45' 48 N0. DELTA OR BEARING RADIUS LENGTH 9 9� , �o \ s•5 >D js,�., 3� , 2 9 " o 0 A , „ n1 6 N 25 04 02 E 64.13 �� ,,2 N 8 0 6 31 W (R ro -Q-- ._.1�C__ = 8'04'59 550.00' 77.59' 8-I ', F _ � N = 33'37" = 33'37" [ 1] _ 9 4 A -17'19 51 o ,.3 ,, S S � N 37 0 =9'07' 15" 433.00' 68.93' 3- R =580.00 12*26*22op W o ® = 8'04'59" 5 17.00' 72.94' N �, L= 175.44 12 ,1 • US 'a 39 N 25'04'02" E 64.13' `4v 8' �9• 44 S � _$.3' 4'3 E �8'\ / Q cc o 11. = N� 40 N 4!53'4S' E 36.57' ' q" P op o �o `` ` � � 8 � 4- 41 N 1709'09" W 98.25' o �, 30, .p 4 8 16, a o W 42 =90'00'00" 30.00' 47.12' `s j ,� �•,�'��� 4S 3 � \� 3 S \0 �� 63 =96'55'31" 30.00' 50.75' / • �•�G °Ti 1 \6, F 4 R 4 =5'30'56" 580.00' 55.83' 0 =0021'39" ')` <� R =5418.68 p• 1 . 2 R� �R 45 65 N 72'50'51 E 53.15' L= 34.13' S ��S 548. 45 1 66 A =4'50'59" 705.00' 59.67' h .� 0 51 47 450.00 85.32 0 100 s' cb• �'isT Q 68 0 =11' 18'42" 583.00' 115.10' h / Ri co /N\ 28s �• 50' 200' ,�� h a RpFO �o U 1 Lil 69 =11 05 450.00 87.84' SCALE 1"=100 �3� �` > > NTY �✓ `� r] RAJ 70 =111 580.00' 1 19.61 ' 0 $4 N 4 � S00 ? S� \ 94 _iF 5 N 64'23'27" E 150.03' h 5 2 4 5 \ F F r / / �.�. • o p / EXIST. SDG &E ESMT. - 4' RECORDED 1 -8 -71 \ 06 PER F/N 4313 N8 5' 16' W ( y 88 6 2 CALIFORNIA COORDINATE INDEX NUA48ER 338-1671 ENCI NI TAS TENTA T/VE MAP N0. C.T. 94-066 0'DA Y CONSULTANTS, INC. J.N. 93-1009 Date: 4/19/96 Time: 15:00 PC #17 FILE =F:\J08S\931009\95M 1 5-A. DWG • M AP C IT Y EN C INITA P A M A P N 0 Owl= 11 1 M! .............. ... ........... ff W. SHEiTS AIWA N y DATA TABLE DATA TA (CONT DRAINAGE EASEMENT ON BEHALF OF THE CITY OF ENCINITAS GRANTED HEREON. - r 581'0 ' N46'20'05" E N55'5 '40" E • BEARING DISTANCE OFFSET BEARING DISTANCE OFFSET 0 SEWER EASEMENT ON BEHALF OF LEUCADIA , �� ' 41.03' ' LEFT RIGHT LEFT RIGHT COUNTY WATER DISTRICT GRANTED HEREON. = 17. 2 4 54'50" 1 D N1 932'09 W 38.26' 5' S' D S6742'21 W 24.00' 5' 5' C WATER EASEMENT ON BEHALF OF OLIVENI•WN `� N0715'55'E _ X 5.00' 2 D N3730' E 32.00' S' S' 4 N7322'4 W 25.50' 9' 9' MUNICIPAL WATER DISTRICT GRANTED HEREON. �1,3� 1 a.:�. L = 18.72' 3 D N47 49'35 E 30.70' 10' 10' S D S68'29'35 E 50.00' 5' 5 ' EO , -�T6p `N � - - D 30"E 4 D S3728'44 W 28.00' 5' 5' 6 D N69'42'21 "E 42.52' 5.75' 5.75' O WATER EASEMENT ON BEHALF OF SAN DIEGUITO �1 ' �1'3� Q 3 5 D S3728'44 W 17.00' S' S' D N4339'S5 W 57.72' S' S° WATER DISTRICT GRANTED HEREON. ,�� �tid�9' , 33. 3 6 C N38'S6'S4 E 38.00' a 10' 10' D N00'24' 1 E 28.28' 5' S' E PEDESTRIAN ACCESS EASEMENT ON BEHALF OF 4 , o. 4 ' M� 7 C S3728'2 W 25.79' 5' 5' i9 p N6742'21 E 28.00' S' S' O THE PUBLIC GRANTED HEREON. 1� �6 8 D S5T31'3 E 29.96' 5' 5' D N6742'21 "E 28.00' 5' 5' � X1' 9 D N5731'3 W 18.00' S' S' D N5T31'33 "W 17.00' 5' S' ��d �' i 5 1 `� l 0 D N5T31'33 W 18.00' S' S' D N79' 18' W 24.50' S' S' ' / �6',L i 3• `r �,�1� -�� '��� I I 3 I A =10y 11'23" -�� 1�:, �`' ! �-,°�, I R = 330.00' 11 D S3728 2 W 27.00 5 5 D S3728 44 W 23.00 5 5 _ �, 2 D S69'42'21 W 23.00' S' 5' _ - - - ��;.: 1 p` - '�, c I L = 36.53' 00 S��g1 `;ENDQ 1 , 1 S65' 17'39" E N 1 - 5.1 28.32' 20 1ti�'1 6.00' 3 7' 7.5 A - OT46'31" �,s N 1 . 0 " O = 04'53'05 " °.. � 6 i 19.9 S70r57' 1 I" E S84'4843 E 7.5' -♦.I R = 256.00 B , D _ 6 �- 4.82' R - 256.00' g p ; \ S7957'1 6" E ,�d 50. ' L = 34.77' ''('1 / 51.00 Is \ \ I ® NO2'S4 30" E 4 L = 21.83' �, i �- 10. 4' 36 84''x' , *, cP "F- 20 9'0 4" W E 583' „ i .............. N3 5 ........32.....4 ».E............ �� - �1 +�N 2 04' '2 B 55 - _ �- �' :.' • , 9�- /� ti N6 6 N70� 6"W fi2.95' 55.58' Q 58-3' '37"E R , 5.50' �► " N 0753 0� � - 8 r S , JS p- 1 T 15'26" N S 1 W 1 _ 1d5 9'0 '44 J ye I \ ' F�, = 481.00' _ : 056' 1 �'' QD i 5 01 " r - .c ,� '� / S5T31' E R -�.. i, S78' S4 E l = 144.87' = ``256. 35.67 i• > > 5 .55' N3728'44" E / 113.00 B D L 26.50' � o °- CO. O 95.63' / S573 1'.8"E / / / ��l► , i 5.00' . g D N20' 17' W ,: ` / , / �rL �� 66.5 � co `' • 1 44'28'27 "W , �, O ,1 1 ..... �Q, 1 0 �►, �1 B9 45.26 .� /, /� o• . / ' ti X ,�ti h• I �` � �� �� , � .° 1 ' / O / ; it 3 aD N4Z ,� / cnl 0'2 5 W 5 '�' I I / �' / PRIVATE STREET 1 / o, / / / / ' 60.01' , �, 23.20' 1 ''`• / .3.6 � � � A 4825'37" � _ ...�.. 9� **4.b /� ? 9 R = 310.00' ...... ~,.........., . / �,:: , r = / / I I S y s z �' !.1'4 O - 34!59'55' S 1 11 E / \� PRIVATE STREET 7 .35' .`� - -- �' . �- ,. , d = 290.00' g ,•..551 .,. R / I I ♦ - - N� I ' � „ a 4, it /] (\ \ 177 1 o, o / I I \ ° N5731 33"W ' •�`'- - _ S78 '51 E 6 0 I I ♦ �,� 163.01'; ? --- ....,..�.. �-- ;.::::.... gv it / '� / / N I I ;� N3728 2T E c / S63 44 E n"�► /, / 0 % ��; S5T31'33" E '. '�( ?0' 57.35' � < 5 .33' / / 65.39' / / / ` ' / 7 � / / I I 0 = 06'28 2 uo /' �0' �d�� R - 336.00' ' C <, 0 � �� ''� I , I ,� �.. ; � . 1g' L = 37.97 r ..:;,,. EX /Sl' S h �• �� C4SEM�iVT" 10 6 �.� 10' „ SE��� y © _ 7' { ' : j / N 1990 ' 02419.0 .N8OT35'47"W EA � � y.� � - 3353 5 : � � v► � / /. 1 1 �. 1 3.9 /0 �, ?, R - 336.00 35.00' a+ c^ S7300'57" E / /o^ 1 S ,�' �� --�`�• � s L 198.80 1 '; 82.28 / w �.... S 0 ® 241 c s ` \� °'� `�• j I O 04'03'08" 1 / t. C 9(n ' j R = 890.00 3 S16*59'03 "E S16'59 03"E / 1 1 3 f9 \ c^`'� 4' r 1 35' 80.08' / �� \ '$ / I I L = 62.94' S7300'S7" E / I - �° ' 79.97 / 1 S7T 00 9" E it S7300 57" E �TCh 4 p \ ..::.. :. I I A -- 00'43'5 W 1 4..QZ' 65, S73'00'5rE S 1... ......................... I :: ::::: :: : : : :: : : :. 73.00' 00' 1 1 I E / \�� .................. J.... 1 I R 14 3'OO'57" E ' _ �_ 27.94 .......... . .. �" E, S 1 T09'09" E �'• I I an, ,....I ........ 18.83 S7 .5' 3 4•d0 S7300 57" _ 5 5 4A 6.5. O - 09'30'28" 7 • '~ 7 5' S85'09 47" E 17`' N �JO ' 66.81' I I `� I 10' °R p 10'39'40" 4 5.2d' - Q R - 510.00' 41.75' N T dg' ti�•� __� 10 ` -10 R 153. 8' '---- ap', y S 1709 09" E `'' = 1 '03"w L = 84.63' S8754 31" , 65• $ -� 22.00' E -}= I�--10' �:' L 18.52 7 a• 6'' 4'03" E I 6 Q I ....I.. _ 10.00 - -- � r- � $•�• .._... 31 = 04'45' 1 A 04'4 ' .� ,� O , I s �- 1 .00' G�' S�5 . .. ........... R 152.37 i R�B.� - L= 42.81' l h I I 3.00' / L =30.14' 43.15 S85 08 07" E •�. 4.00' 1IIA .90' S15'26 8 "E : I I 315.35" B4 _ 11.0 ' 1 _ N0724'1 T E �...........- -�- - W 1 -- ---- -_ -�- o A 01'24'36" ©... •34'53 "W r I `� R = 1472' 1 N g ....... _ ........ ........................... 49.82 ....... .- . 1 ........ .... ..... UTILITY ESMT., SEE SHT. No. 10 1 2 i CALIFORNIA COORDINATE INDEX NUA49ER 338 -16 71 ENCI NI TAS TENTA T1 VE AMP N0. C. T. 94-066 O'DAY CONSULTANTS, INC. J.N. 93 -1009 Xrefs: NONE Date: 4/25/96 Twee: 07:20 BY: K /6 FILE=F: \J08S \931009 \951x116- A.DYYG HOW No, 4--," 3 3 a 0 2 1 P N Ow 1 SHEET 17 OF 1 SHEETS A ME N DED MA P C A N 16'02'25 E R 658'RAD Q =1746'39'' N 1 TWOT E(R) 700'RAAD. R =700' y� 4� � O =1 S09'0�' MT1E P TO P.o.8 25' W PROP. R/W R =658 3 L =173.99 0 =90'33'4' �S ?� PER R.S EXIST. R/W 82 = 18 N 50053'24" R) � R 30' <: ' PORTION OF PUBI.iC ROAD L =47.42' PROP. RAN ABANDONED HEREON 19 SW4111 ER R�9034 35 R N0025'38" E 1007.07' �� • A= 6'21'20" R =4070.18' L =451.4 /_ - /_ =J -�? _ '1'� SS�'I2'I - L2JIZ1= �S?= IZ/_'?S1'JlSJ= L? -/_'Z� -I = / _'JZlJiSI L"l?_ 3 L =31 _ I ® =523'' 49 R =4063.18 N ' L=382.73 0025'38'E 1015.16' g. : a� o7 0 , � EXI ST. R/W g. LL CAI�[IrTO ACEAL R =3563.16 ; � O L =7.28' N 3.00, �'W 70 PER R.S. 1800 -1 63.00' 49 _ - - - - ii 25'3S" s} _ 5} 1015 - +-- - - 5 --+ - - -fit,- -+ 7 59 - - 5 - _ 0 =153 32" I - _ ___�1__R = `a 62_ 1 g .r - - (NO'26'13'E 1014.57 • +7 .77 ..CK� (� = 153 ' 44 R =4000' L= 1 6 L. S51 _ to B.C. AHEAD) EXIST. R/W Z x PER R.S. 1800 -1 � -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - __ tip% PARCEL D SCALE 1"= 20' o g 01 200' Mill I I I � ( 1 � 16 N 1 T09'09"W(R) NS'03'2 " - 0 C' r ( � DETAIL UPPER RIGHT) 5' R SCALE: 1 - 100 93 .00 �- �,� � ,� � � .� (SEED / 1 NWOO'oorw j N1709 09"W(R) � 40.21' PORTION OF PUBLIC ROAD � 11 PER F/P 27775 REC. 2/16/70: . ' ` EXIST. R/W ABANDONED HEREON N1 16 Orw R . PROP. R/W �. , PER R.S. 1800 -1 14 ` PORTION OF PUBLIC ROAD 0 =1205'44" R =705.00' PER F/P 27775 RE 2/1s/7o :: 1 S89' 13'22'' E ABANDONED HEREON L =148.83 ' 286.81' SEE DETAIL ON RIGHT) ` \ ( »� IME ND : PORTION OF PUBLIC ROAD v Ns 03'25' R ?1D' 6 1 ' EXIST. R/W ABMIDONED HEREON PER R.S. 882 PARCEL LINE 4 r R �" 1 ' L1 = 1 3 1 1' � N90oo oOrN� ` � 7 36" R=203 106.65' EXISTING R W - - - - - - - 30 L=476. i N1 16 Or R PROPOSED R/W r ` -- 5 _ I 7 .00' N8 931 \ 5 ' t ' L� 2' 18 � 6 I R 30.00 EXIST. R1* _ R =5418.25' _ 18.70 21 ,fir �R� L-29.15 - L 2S i AREA TO BE DEDICATED � AREA = 80.831 SF � R.S. 1800 -1 '--- - T - - 1 rz o 56" =1.86 AC ' -- _ Ne' 9'3 1 -� ' 1 - _ __ _ _ _ DETAI L - 9 "' 8. ' 2 _ R =5 228.43' N1'35'5 496.47' 44 P - - 8 SCALE 1" = 50' R .xl > \.,..:' :,.:::\.\::.:;,'.':::. `�.,� NB'19'S� � � � s _ � ap I �° ► A" 8 I W I �!1�L_ - _ l ' N1.3s'5 _ AREA TO BE ABANDONED � 5437.25' (R) I 2 19.00 l'E 603.26' - <e�., _ L 55.45 7 0 , L� =2'27 31 I g _ R =5437.25 L =233.32 , EXIST. R PER R.S. 1800 -1 `_" -�-- _ 71 _ =130'1 L =154.00' ' ' ;a . 8'41'31�i - ---- 72 _ ' '� i A =7 L =23 1.90' 0 ' 76 N 1 E 7 603.22 0 =021 39" ' -�`- - - R= - +-- - -- 7 _ 7e (A =6'41'14" 5500.25 73 L =642.54 - - +-- - - --+-- - ---� L =34.64 R =5500' L =642.74' 74 (N 1'38' 13" E• 603.21')* I = I 1 C r\Pl\1 2' JJ2J - 4 �2wQ DATA TABLE DATA TABLE Q V 0 ��� J �!� J��11 J J r rl r\ J\1 r� I J J\1 Z ° o NO. DELTA OR BEARING RADIUS LENGTH ISO. DELTA OR BEARING RADIUS LENGTH Z r T / �-� l K 44.889 w d = 00''01'27" 2030 0.86 N90'o0 00 W 13 J\1 H D, H 1 1\ 1 \J r\ T' 7, 4' 1 NOOr'00'aa" W S0925'38 "W 6 5 j l--) I , �1�1 r� J J J�1 3 Q =01 1" 4070.18' 109.15' 1 S1109'09" E 46.97' =89'52'03' EXIST. R/W I R =30.00' PER R.S. 982 _ 4 N06'53 43" E 88.25 18 N 1709 09 >" W(R) 16.09 - r 19 - 798' 4.96' O o =8955'19' L =47� o =OO5'24" --- - - - - 5 d = 00'21'39" 5418.68' 34.14' d -00'21 22" R =30.00' .ti R=l919.40' " , i . �-- - 6 d = 6722'42" E 30' 35. ' so .4rEtR� =1401' __-- - 28 o a'oa'oo E 16.82' L =47.06' -�- N135 59"E 4 99. 47 S� _ i - = 7 N90'00'00 W 37.55 1 d =2900 30 30 15.19 _ T�� - - - - - - N86'46'OD E 18.89' A-743'31* 0 043'31' NI 3559"E 603.26 L =112.98' L- 112.98' 1 ,U4y54•W 1o 61.w - v - 8 d = 02'24'36" 5437.25' 228.70' 2 S88'43'S3"W 61.34' C!1 LPL S� seerl9' I RL4L �q� - - - (i'4s dw)* 9 S14'36'48 "W 111.14' d= 01'47'51" 795' 24.94' I I ° ---J�- N 1'35'59" E 603.22' � ; =036'39" ; � �� e7 _ ��,,Lr - - - 83.55 _ 8 6 - - _ 2 NO3 W R 3.00' 7e _ _ E* 603.21') * ?� _ _ 80 X0 6.70 95.96 - = - _ $4 _ - - - ; L =84947' , - --- r3 W 1 d -00'58 07" 2030 34.32 " (N 8' 1 3' , az R =9000.40 . - (o =s24,z9. R =9000 _ _ - - - _ - _ _ - 11 d - 03 18" 705' 46.61' S d= 13'43'49 798' 191.23' 12 I N8943 E 45.25' 26 d= 0(742 8937.40' 110.70' -- -- _ _ _ _ 1 d =29 32 30' 15.47' 2 d= 86'40 20' 30.26' 0; J W N90'00'00" E 154.61' 28 N89 13'22" W 13.24' 4 ( )* RECORD DATA PER R.S. 1800 -1 r I o/ 0 DA Y CONSULTANTS, INC. J.N. 9.3-1009 Dote: 4/19/96 Time: 14:32 PC #17 FILE =F: \JOBS \931009 \95M17 -A.DWI