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2010-110370MONUMENT NOTES [] FOUND 3/4" IRON PIPE WITH DISC STAMPED "RE 1604" PER R.O.S. 20543, P.M. 20242. ❑2 FOUND 2" IRON PIPE PER P.M. 20242, DISC MISSING, ACCEPTED AS POINT ON RIGHT-OF-WAY LINE NORMANDY ROAD. FOUND 3/4" © AP 12124, ACCEPTEOD AS POINT N PIPE �ON RIGHT-OFPLASTIC -WAY STAMPED NORMANDY RIS 4306" POAD. Q FOUND 1" IRON PIPE WITH DISC STAMPED "DIV HWYS" PER R.O.S. 20543, 10791, P.M. 1465, MAP 12124, M.S. 775. R5 FOUND 1" IRON PIPE WITH DISC STAMPED "DIV HWYS" PER R.O.S. 20543, M.S. 775. © FOUND 3/4" IRON PIPE WITH DISC STAMPED "L.S. 2789" PER R.O.S. 4957. ❑7 FOUND 3/4" IRON PIPE WITH PLASTIC PLUG STAMPED "RCE 8629" PER R.O.S. 20543, N89000013"W 0.64' FROM N.E. COR. LOT 5, MAP 1788, ACCEPTED AS POINT ON COMMON LINE LOTS 1 AND 2. SEE SURVEYOR'S NOTE NO. 2. ® FOUND 3" IRON PIPE WITH PLASTIC PLUG STAMPED IS 3168" PER R.O.S. 20543, N89'00913'.W 0.45' FROM S.E. COR. LOT 2, MAP 1788, ACCEPTED AS POINT ON N'LY LINE LOT 5. SEE SURVEYOR'S NOTE NO. 2. (]9 FOUND 314" IRON PIPE PER R.O.S. 20543, 10791, P.M. 19088, N88'56'52"W 0.07' 49 N89-36'"W 0.13' R3 FROM N.E. COR. LOT 4, MAP 1788. 1.0 FOUND 3/4" IRON PIPE WITH PLASTIC PLUG STAMPED "RCE 29557" PER R.O.S. 20543, P.M. 19088, ACCEPTED AS N.W. COR. LOT 4, MAP 1788. 11 FOUND STANDARD STREET SURVEY MONUMENT STAMPED "L.S. 4965" PER MAP 14249. 12 FOUND SPIKE AND WASHER STAMPED I.S. 4965" PER R.O.S. 20543, ACCEPTED AS CENTERLINE ANGLE POINT SPARTA DRIVE (FORMERLY GLAUCUS STREET). 13 FOUND SPIKE AND WASHER STAMPED "L.S. 4965", NO RECORD, APPARENTLY SET PER MAP 14249. 14 FOUND 1" IRON PIPE WITH DISC STAMPED "DIV HWYS" PER M.S. 775. 15 FOUND 1" IRON PIPE WITH DISC STAMPED "DIV HWYS" PER M.S. 775, DOWN 3'. 16 FOUND LEAD AND DISC STAMPED I.S. 3788" IN FENCE POST FOOTING PER R.O.S. 18007. 17 POSITION ESTABLISHED FROM TWO 1.00' OFFSET NAILS, NO RECORD, NO MONUMENT FOUND. 18 FOUND NAIL PER R.O.S. 18007, DISC MISSING, ACCEPTED AS POINT SHOWN PER R.O.S. 18007. 19 FOUND 1 /2" REBAR WITH ALUMINUM CAP STAMPED I.S. 3788" PER R.O.S. 18007. 20 FOUND 3/4" IRON PIPE WITH CONCRETE CORE, DISC MISSING, IN LIEU OF NAIL AND DISC STAMPED I.S. 3788" PER R.O.S. 18007. 21 FOUND STANDARD STREET SURVEY MONUMENT STAMPED I.S. 4965" PER MAP 14249, R.O.S. 20543. 22 FOUND SPIKE AND WASHER STAMPED "L.S. 4965", NO RECORD, APPARENTLY SET PER MAP 14249, S09-4836"W 0.10' FROM CENTERLINE. SURVEYOR'S NOTES 1. THE CENTERLINE OF ORPHEUS AVENUE AND GLAUCUS STREET AS SHOWN ON MAP 1788 BETWEEN THE CENTERLINE INTERSECTION OF ORPHEUS, AVENUE WITH NORMANDY ROAD AND MONUMENT © IS ESTABLISHED HEREON BY COMPASS RULE ADJUSTMENT. ORPHEUS AVENUE CENTERLINE SEGMENT L17 WAS ADJUSTED USING A CALCULATED DISTANCE OF 190.24 FEET INSTEAD OF THE QUOTED MAP DISTANCE 190.32 FEET. THIS CALCULATED DISTANCE OF 190.24 FEET WAS DETERMINED BY FIRST CALCULATING THE ADJOINING LOTS AND ACHIEVING ACCEPTABLE CLOSING ERRORS. BY CALCULATION, LOT 1 OF BLOCK G AND LOTS 1 AN 2 OF BLOCK F, MAP 1788, CLOSE WITHIN 0.03 FEET USING THE QUOTED SIDELINE DISTANCES ALONG ORPHEUS AVENUE. USING THIS PROCEDURE THE RESULTING DISTANCE FOR CENTERLINE SEGMENT L17 IS 190.24 FEET. USING THE QUOTED MAP CENTERLINE DISTANCE OF 190.32 FEET FOR SEGMENT L17 RESULTS IN CORRESPONDING SIDELINE DISTANCES VARYING FROM THE MAP BY APPROXIMATELY 0.08 FEET WITH A CLOSING ERROR 0.12 FEET FOR LOT 1 OF BLOCK G AND A CLOSING ERROR 0.09 FEET FOR LOT 2 BLOCK F. IT SHOULD BE NOTED THAT R.O.S. 18817 STATES THAT SAID LOT 2 OF BLOCK F DOES NOT CLOSE BY 6 FEET ON A BEARING OF N74'E. THIS BEARING IS VERY CLOSE TO THE BEARING OF N74'16'30"E SHOWN ON MAP 1788 FOR THE NORTHERLY LINE OF SAID LOT 2. BY CONCLUDING THAT THE DISTANCE OF 400.39 FEET FOR SAID NORTHERLY LINE WAS MISSTATED ON THE MAP AND SHOULD BE 406.39 FEET, SAID LOT 2 CLOSES WITHIN 0.03 FEET AND LOTS 1 AND 2 COMBINED CLOSE WITHIN 0.03 FEET. 2. THE COMMON LINE BETWEEN LOTS 1 AND 5 OF BLOCK G, MAP 1788, WAS ESTABLISHED BY FIRST ESTABLISHING THE EASTERLY, SOUTHERLY AND WESTERLY LINES OF SAID BLOCK G AS SHOWN HEREON. SAID WESTERLY LINE (EASTERLY LINE OF ORPHEUS AVENUE) WAS ESTABLISHED AFTER FIRST DETERMINING THE CENTERLINE OF ORPHEUS AVENUE AS DISCUSSED IN SURVEYOR'S NOTE NO. 1 ABOVE. FOUND MONUMENTS WERE USED TO ESTABLISH THE NORTHERLY LINES OF LOTS 1 AND 5. FINALLY, SAID COMMON LINE WAS ESTABLISHED BY PRORATION ALONG THE NORTHERLY AND SOUTHERLY LINES OF SAID LOTS 1 AND 5. THE COMMON NORTHERLY CORNER OF SAID LOTS THUS ESTABLISHED AGREES WITH THE DISTANCE SHOWN ON R.O.S. 4957 FROM SAID CORNER TO MONUMENT ® RECOVERED PER R.O.S. 4957. THE LOCATION OF SAID COMMON NORTHERLY CORNER SHOWN HEREON DISAGREES WITH THE LOCATION SHOWN ON R.O.S. 20543. R.O.S. 20543 ACCEPTS A NON -RECORD MONUMENT (MONUMENT ZI) WITH NO SUPPORTING EVIDENCE OR PROCEDURE TO VALIDATE ACCEPTANCE OF SAID NON -RECORD MONUMENT. LIKEWISE, THE COMMON SOUTHERLY CORNER OF LOTS 2 AND 4 OF SAID BLOCK G IS ESTABLISHED HEREON BY PRORATION. MONUMENT ® SET PER R.O.S. 20543 IS ALSO NOT ACCEPTED AS ITS LOCATION WAS DETERMINED BY THE ABOVE MENTIONED NON - RECORD MONUMENT ❑7 . z N SITE NORMANDY BRITTANY ROAD a a LEUCADIA BLVD SHEET 1 OF 2 SHEETS RECORD OF SURVEY OF PORTIONS OF LOTS 1 AND 2 IN BLOCK "0" OF SOUTH COAST PARK ANNEX, ACCORDING TO MAP THEREOF NO. 1788, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, STATE OF CALIFORNIA, MARCH 29, 1924, BEING DESCRIBED IN DEED RECORDED APRIL 23, 1982 AS DOCUMENT NO. 82-115130 OF OFFICIAL RECORDS. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM (CCS 83 1991.35) GRID BEARING BETWEEN CITY OF ENCINITAS FIRST ORDER HORIZONTAL CONTROL STATIONS 1023 AND 1024 AS SHOWN ON RECORD OF SURVEY MAP NO. 18416, I.E. N.88'46'31 "E. THE COMBINED SCALE FACTOR AT STATION 1024 IS 0.99996210. (GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR) SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S ACT AT THE REQUEST OF GEORGE BENNETT BETWEEN SEPTEMBER 2009 AND NOVEMBER 2009. RAMON J. SPEAR 4L.S. 6404 Exp. 12-31-10 * No. 6404 DATE 3 2 12. 0 / Cav COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYOR'S ACT THIS "in DAY OF 2010.�o .sue T€RRENCE T. CONNORS L.S. 5099 COUNTY SURVEYOR RECORDER'S STATEMENT * 5099 Exp. 6-30--11 �P OF CAVE FILE NO. o-Z 010 - 011037d FILED THIS O'DAY OF A H 2010, AT �f1llf O'CLOCK f; M. IN BOOK OF RECORD OF SURVEY MAPS AT PAGE AT THE REQUEST OF RAMON J. SPEAR. I/ FEE: $12.00 DAVID L. BUTLER r COUNTY RECORD � VICINITY MAP NO SCALE BY: t �' THOMAS BROS. PG. 1147, C-4 DE TY COUNTY RECORDER 'SPEAR & ASSOCIATES, INC., 475 PRODUCTION STREET, SAN MARCOS, CA 92078, (760) 736-2040, JOB NO. 09-187 A.P.N. 264-151-10 :;ALIT=. COORD. INDEX 322--1701 R. OF S. MAP NO* SCALE IN FEET 100 0 100 200 300 SCALE 1 "=100' LEGEND • INDICATES FOUND MONUMENT AS NOTED HEREON. INDICATES FOUND STANDARD STREET SURVEY MONUMENT AS NOTED HEREON. 0 INDICATES SET 5/8" X 18" REBAR WITH ALUMINUM CAP STAMPED 'SPEAR L:S. 6404". N INDICATES RECORD DATA AS NOTED DD1 DEED REC. 10-27-1955 BOOK 5847 PAGE 43 O.R. D02 DEED REC. 6-30-1959 BOOK 7744, PAGE 20 O.R. DD3 DEED REC. 12-26-1961 FIL/PAGE NO. 221371 O.R. 004 DEED REC. 4-23-1983 AS DOC. NO. 82-115130 O.R. R1 INDICATES RECORD DATA PER MAP 1788. R2 INDICATES RECORD DATA PER R.O.S. 4957. R3 INDICATES RECORD DATA PER R.O.S. 20543. R4 INDICATES RECORD DATA PER R.O.S. 10791. R5 INDICATES RECORD DATA PER M.S. 775. R6 INDICATES RECORD DATA PER MAP 14249. R7 INDICATES RECORD DATA PER R.O.S. 18007. SNF SEARCHED FOR, NOT FOUND SURVEY DATA L1 N00'59'47"E 5.00' L36 N8011'26"E 13.76' L2 N13'18'54"W 168.87' (N8018'55"E 13.49' R6) (N13'57'05"W 168.81' R1) L37 N8011'26"E 5.09' L3 N0412'24"W 149.67' (N8018'55"E 5.12' R6) (N4'50'35"W 149.63' R1) L38 NOO'45'47"E 503.47' L4 N13'33'36"E 144.40' N0'06'01 "E 503.57' CALC R2) (N12`55'25"E 144.36' CALC R1) NO'04'50"E 001, D02, DD3) L5 N13'33'36"E 12.62' L39 NOO'45'47"E 178.47' (N12'55'25"E 12.71' R1) '04'50"E 178.07' DD2) M'06'01'E L6 N13'33'36"E 131.78' 178:57' R2) (N12'55'25"E 131.65' R1) L40 N8011'26'E 516.90' L7 N8011'26"E 504.99' N79'33'15"E 516.78' R1 (N79633'15"E 504.89' R1) �147902942'E 516.90' R91) L8 NOO'45'47"E 13.76' L9 N13'38'53"W 100.01' (N13'39'00"W 100.00' CALC R5) SSEE DETAIL THIS SHEET L10 N80011'26"E 265.84' L11 N8011'26"E 239.15' (N79'29'42"E 239.30' R2) L12 N76'21'07"E 105.65' L13 N68'02'40"W 80.07' N68'45'41 W 80.02' R3) NW07'00"W 80.00' R5) L14 N80'11'26"E 64.10' (N79'29'42"E 64.35' R2) L15 N13'3336"E 164.74' 2'55'25"E 164.70' R1) 0N1 3'03'27"E 164.87' R2 L16 N04'12'24"W 155.57' (N4'S0'35"W 155.53' R1, R2) L17 N13'18'54'W 190.29' N13`57'05"W 190.32' R1, R2 SEE SURVEYOR'S NOTE NO. L18 N70'40'18"E 42.12' (N70'40'54"E 42.12 R7) L19 N70'40'1 A 26.33' (N69'55'37"E 26.34' PM 14189) L20 N70'40'18"E 15.79' (N70'40'54"E 15.79' R7) L21 N01'01'49'W 449.51' (Ni'01'13"W 449.60' R7) L22 N01'01'49'W 454.92' (N1'01'13"W 454.91' R7) L23 N8918'08"W 15:00' (N89'15'10"W 15.00' R7) L24 N01'01'49'W 384.27' �N1001'13"W 384.02R7) L25 Nl 042'39*W 143.89' PM 14189, 14562) L26 N13'18'54"W 189.60' (N13'57'05"W 189.54' R1) L27 N8121700'13"W 63.05' (N89'41'10"W 63.25' R2) L28 N00'45'47"E 29.13' (NO'47'43"E 29.13' 004) L29 N76'21'07"E 260.03' (N76021'00"E 260.00' R5) L30 N76'21'07"E 219.44' (N76421'00"E 219.33' DD4) L31 N76'21'07"E 40.59' (N76'21'00"E 40.77' D04) L32 N09'48'19"W 38.94' MN9'48'26"W 38.94' R51 DD4) 9"46'4O'W 39.01' R6) L33 N09046'19"W 0.89' (N09046'38"W 0.89' R6) L34 N8011'26"E 26.11' (N8018'55"E 26.04' R6) L35 N8011'26"E 21.02' (N80'18'55"E 20.92' R6) 14 10 ° Ooo 27'- N88'56'52"W 489.90' N89 41 10 W 490.00 R1) (N89'36'49"W 490:11' R33 N89'37'23"W 489.64' R4 g 2Z y �� (N88 56 53 W 489.64 PM 19088) Q SEE DETAIL 1 INTERSTATE 5 �3 �,� I�D --% � RIGHT-OF-WAY 1' SEE SURVEYORS NOTE NO. 1 SNF 1 112 ��0• O�� w ' SNF �G A��G -59 p 1 SQL �ZX 40 - o FO�� .. �' N I 1 \ _ 1. --� L l LO ,ice -r �11 �--SNF p I'�. � � / v 0 \ ��LJ � N _ � / � o. I tn o / 1 2 3SEE SURVEYOR S $� do M _ off" Z 8 p� �/ w �� ui o�w Q NOTE NO. 2 v �� Q -_ I I n N � � En - Zoo I 0 I / j I 860.32 (860.49 R1) � 349.75 I DD4 CA! R ' � I o ( C 2) 157.03 .0 e,� _� r-- 160.00' (R2)�r( 157 OOLC R1) 489.91' " SNF ,� Q �-L5 0 4 LS 412.80' (413.00" DD4)(N89'41'10"W 413.00' R2) �_ �� _- 490.00 R1)(490.39 CALC R3)(N89 37 07 W 490.14 R4) r 646.91' 647.03' R1 N � rn. 703.32 (703.46' Rl � 8 ( )( 89'40'06"W 647.55' R3) SEE SURVEYOR'S -- t ) 6 >, $ = I .P N89'0013 W 1350.23' N89'41'10"W �o w I ( 1350.49 CALL R1) NOTE NO. 1 ; �� 91 , 125 (� � 125 26 26 � °o o K NS N I o �o W ° o �S C� I 63 �I Q0s 9 M7 1 1 o� Z $ r � tip z r` i 0-` 1 89'46'00" (OD1, D02, 003) s`��p• N I AVENUE 239.2T - � 413 413.00' (001, DD2, DD3) SNF I 147.35 r- 265.65 SNF 646.79 647.03 R1 1 652.27' (652.51 R1) 4 in `% _ 3 W 1299.06 (N89 41 10 W 1299.54 CALC R1) N89'00'13'W 1343.59' (N89'41'10'W 1344.06' R1) L1 - " _ _ _ _ _ _ _ _ NORMANDY ROAD �-NO 44 58 € 25.00 00 3 -- N$9'00;13»W 186.55,--' 2 N89 00'13"W 31�7.65' N89'00'13"W 20.00' (N89 41 12 W 186.52 N89 41 12W 317.72PM 20242 Q CALC MAP 12124) �N89 41'10"W 317.77' MAP 1992 •- M Z _��N I N I mu, 0M "' o G 3 x; L20 d-o 17 n CITY OF ENCINITAS CONTROL STATION NO. 1023. FOUND 2 DISC IN CONCRETE �_ •`t MEDIAN STAMPED "134WCCS2" PER R.O.S. IJ Z 18416. to �i N-- 1968948.942 BASIS OF BEARINGS E=6246412.993 N88 46,31 E 4412.81 GRID c1c ---- - - - 3 _ n L CITY OF ENCINITAS CONTROL STATION I NO. 1024. FOUND 2.5" DISC IN SIDEWALK BY CALCULATION OF M.S. 775, THIS ANGLE POINT IS ALSO ON AN EXTENSION OF v- STAMPED "134WCCS1' PER R.O.S. 18416. RIGHT-OF-WAY LINE ©- Q . THE RIGHT-OF-WAY ALIGNMENT SHOWN HEREON 14 v MATCHES THAT OF M.S. 775 WITH THE ANGLE POINT ESTABLISHED BY PRORATION (( 9� N=1968854.614 BETWEEN MONUMENTS HAND Q . I N14'23'14"W 775.16' - €=6242001.192 N14 23 21 W 775.07 R5 L34 o N14'23'23"W 775.18' R6 - 22 L35 EL.=176.391 - I 13 12 L36 179'15'39" (R5) \ - - L37 L33 9 - L32 13 --,. 1 1 23' _ �11c 13.94' I N.E. COR. DD1 f 1 � DETAIL 1273o5O'34-(R5) I °o° SCALE 1 "=50' - ` L28 I J \ I L23 �1 �31 1.12 I I 118 15 I I N13'38 53 W 157.97 I 1 20 I SHEET 2 0F 2 SHEETS SPEAR & ASSOCIATES, INC., 475 PRODUCTION STREET, SAN MARCOS, CA 92078, (760) 736-2040, JOB NO. 09-187 A.P.N. 264-151-10 CALIF. COORD. INDEX 322-1701