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2005-1040110 i RECORD OF SURVEY MAP N o. 19070 SUIZYEY FKOCEDUKE NOTES SHEET 1 OF 15HEET5 1. The Easterly Right -of -Way Line of Coast Highway 101 was established by calculating the location of KECOKD OF 5UKYEY the radius point of the 5,779.65 foot radius curve shown on XI- SD-2 -B (see Legend) from the location of the found concrete monuments as noted. The Westerly Right -of -Way Line shown on Map 1935 was OF LOT 9 IN BLOCK "A" OF SOUTH COAST PARK No. 3, IN THE CITY OF ENCINITAS, established on a 65 foot offset Westerly and parallel to the Easterly Line that corresponds to a radial COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF distance of 5,844.65 feet from the calculated radius point. Map 1935 indicates a radial distance of PKO CEDUKE OF !5UKVEY No. 1935, FILED IN THE OFFICE OF THE COUNTY RECORDER, AUGUST 17, 1926. 5,836.15 feet to the same Westerly Right- of-Way Line of Coast Highway 101, a difference of 8.50 feet. There is no apparent explanation on Map 1935 that indicates how or why the Westerly Right- of-Way SCALE: 1" = 60' radial distance was established. This survey does not attempt to explain the difference. Comparison o 25 5 7 5 1 0 0 I 13A6715 OF 13EAKINGS calculations were made using both radial distances from the same found concrete monuments and it THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALCULATED CHORD BEARING was determined that the east -west variance between the two Right -of -Way lines so established was on the order of 0.04 feet and so deemed to ben lible resp BETWEEN THE RECORD FOUND MONUMENTS LOCATED AT THE EC AND BC OF THE eg with pact to the actual location of said line. The Easterly line of Lot 9 was established as a 110 foot arc parallel and westerly of the westerly Right -of 5 FOOT RADIUS CURVE AND EASTERLY RIGHT- OF-WAY LINE OF STATE HIGHWAY Way Line corresponding to a radial distance of 5,954.65 feet. The radial distance of said line shown on 101 AT STATIONS 49 +32.73 AND 62 +36.59 RESPECTIVELY ON STATE HIGHWAY Map 1935 is called out thereon as 5,946.15 fleet. The location of the Easterly line of Lot 9 so established DRAWING XI- SD -2 -B, SHEET 5 OF 29, fit the three monuments found on said 5,946.65 foot arc very well as shown. l l I i.e. N 22 1 08'23" W I 2. The centerline of Daphne Street was established using MonumentQand the record bearing of North 74 0 16'45" East as shown on Parcel Map 12768. The Northerly and Southerly Right of Uj ,�' lines were then determined and found to fit very well with the four existing sideline monuments as shown. �!� a YJ W I A r S A �� �- � D 1lJ- ,.I��.,,Jr�� c to D N N Al, 0 0 o II NI Ln 2 z i CALCULATED BASIS OF BEARINGS � E'LY R/W HIGHWAY 101 CHORD BEARING z I I z -•-•-•-•-•-•-.-•-•-•-•-•- •- •- •- .- .- .- .- .- .- .- .- .- . -. -. -. - . ...... ...... ..... N 22 0 82 3 W129 _ . . . ... _ _ _ . Q1 � I (1,292.2T,CALCD FROM XI- SD-2B) .-•-. I-. �-.-•-•-•-•-•-•-•-•-•- •- .- •- .- .- .- .- .- .- .- .- .- . -. -.- I I PLY R/W LINE OF STATE HIGHWAY SHOWN ON MAP 1935 I D 12 0 50'14" (D =12 0 50 1 15 11 , XI- SD -2 -B) R = 5,779.65' L = 1,294.94' (1 X1- SD -2 -B) C0A5T HIGHWAY 101 X1 80-2-3 WTY - R/W LINE OF STATE HIGHWAY SHOWN ON MAP 1935 I D - 04 ° 06 ' 38 " R = 5,844.65' (R = 5,836.15 MAP 1935 ) L = 419.32' I I I I I 20 2 0' J JJ r\ F J 8 6 J ,w I - r I� I 1 2 1 I f I a I I .� I I I J $ 2a , 20' I I rj I I I I I E3 J C K J �`' I I I I I I N I I I I I I I I I I I I Ln I I I I I I ,n � N20 0 12'36" 8.64' itJ � o ,�� [N20 0 12'09" 8.65] 9 ° � �� � __,------ �- -' - -- - - -- Z ��,- _ I I ol,� N67551 1t� __ - _ 160.28' - O, _ _ _ -- L- L J r 10 MONUMENT DESCR11'TlONS N � ® D =02 °03'23" R= 5,954.65' L= 213.71' - D =02 °03'29" R= 5,954.65' L= 213.88' J r J I 5043 W 20.00' [R= 5,946.15' , L= 213.96'1 [R= 5 , L= 213.96 __U i W Q FOUND 6 "x6" CONCRETE MONUMENT WITH TOP BROKEN OFF, 30" BELOW GRADE. SET LEAD z g W 0Z B I J (� f� fi r, PLUG WITH BRASS TACK IN BROKEN TOP. ACCEPTED AS POINT ON THE W'LY R/W HIGHWAY 101 I �r ` r r � r r o V-- AT THE BC, STATION 49 +32.23 PER Xl- SD -2 -B. SEE CFB H101 -100 FOR REFERENCE POINTS. I r � J YJ ; - Di ' ]VI .�� � J J J 6) � 1 -8 I J C l< r\ � i M SUKYEYOK'S STATEMENT O FOUND 6 "x6" CONCRETE MONUMENT, 8 BELOW GRADE, INTACT. ACCEPTED AS POINT ON THE - 1_ "� W I " g o THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME, OR UNDER MY DIRECTION PLY R/W HIGHWAY 101 AT THE EC, STATION 62 +36.59 PER X1- XD -2 -B. SEE CFB H101 -101 - - - ^ ° l o , « IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURV t'S ACT AT THE FOR REFERENCE POINTS. ,' ® J r J J ` v REQUEST OF JOHN DEWALD IN JULY OF 2001. CIVIL 03 FOUND 11/2" IRON PIPE WITH DISC STAMPED "LS 4368 ". ACCEPTED AS A POINT ON THE a u z BRIAN I.X� CENTERLINE OF DAPHNE STREET PER PARCEL MAP 12768. ►� �� DONALD 1 DOMff, RCE 261/ 1 Date No. 26175 ® FOUND 11/2" IRON PIPE WITH DISC STAMPED "LS 4368" SHOWN AS 2" I.P. PER z , , N42 0 05'42 "W (R) 1 License Expires 3/31/06 CIVIL \�- M 12768. ACCEPTED AS A POINT ON THE NORTHERLY SIDELINE OF DAPHNE STREET PER PM 12768. � 4 Nl N17 ° 50'00 "W 237.86 , Professional i �� D1 ( 5652 "W 237.51 RoS 4421 ` Aa O QS FOUND WELL ROTTED REMAINS OF 1 1/2" IRON PIPE WITH CONCRETE CORE AND NAIL � �� N17 046'43 "W 237-671 20 DEEP WITH TWO 3/4 ROTTED PIPES AS WITNESSES ON STREET SIDE OF MONUMENT. COUNTY SU�YEYO�'S STATEMENT ACCEPTED AS A POINT ON THE NORTHWESTERLY SIDELINE OF DAPHNE STREET PER 6 N69 ° 10 ' 56 �� W (R) - - - -' 7 - - - - - - - - - - - - r RoS 4421. SHOWN AS A 11/2" IRON PIPE OF RoS 1310. SHOWN AS 2" IRON PIPE ON [N20 0 46 1 30 "E] SIDELINE CURVE DATA: I THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE RoS 4421 AND PM 12768. ° �� �� _ _ _ , N20 4904� E 49.79 D1= 26 °22'27" R= 40.00' L= 18.41' I I ' LAND SURVEYOR ACT THIS 3 O - t-h • DAY OF NpVE/Y/BF,2 , 2005. (N20 0 47'11 "E 49.77', PM 12768) \ D2 = 27 °05'14" R= 40.00' L= 18.91' (D =26 °59'30" L= 18.94', RoS 4421) I I © FOUND 3/4" IRON PIPE WITH DISC "LS 2789" AT SURFACE IN POOR OONDITION. ACCEPTED Q � TOTAL CURVE: D =53 °2741" R= 40.00' L= 37.32' [D= 53 °30' L= 37.35', CA�.CD] •�:. I AS A POINT ON THE SOUTHEASTERLY SIDELINE AT THE CURVE BC PER RoS 4421. 07 FOUND 11/4 OPEN AND WELL ROTTED IRON PIPE SET OVER 3/4 IRON PIPE WITH DISC AJJ A J (` - - r 1 I " LS 2789 ", NO RECORD. ACCEPTED AS THE LOCATION OF THE OF THE NORTHWESTERLY CORNER I `) r J , r) r ; C' /I it f� - PHILIP ]. GIURBINO, LS 4424 ,; 0 OF LOT 12 PER RoS 4421. PIPE WAS REMOVED DURING INVESTIGATION AND NOT REPLACED - J � \ � r� `� `� � � - J COUNTY SURVEYOR EV, 9.30-07 SET NEW 3/4 x 18" LONG IRON PIPE WITH DISC RCE 26175 � BLOCK -� J C � l� . r! 084A ® FOUND 1/2" REBAR, NO TAG, NO RECORD. ACCEPTED AS A POINT ON THE EASTERLY LINE OF J ri J J 1 I�EC E1Z' 5 EMENT TAT Hof CAt`�F LOT 9. NO REPRESENTATION IS MADE REGARDING THE LOCATION OF THE MONUMENT RELATIVE ,,�,'... :: �, y �� O 5 TO THE LINE BETWEEN LOTS 7 AND 8 LEGENP `� `...,, :: s� 9 N FILE No. 20OS- /p qO I I D Q FOUND 1/2" IRON PIPE WITH DISC "RE 1604 NO RECORD. ACCEPTED AS THE SOUTHEAST 0 - FOUND MONUMENT AS NOTED 1'`. 51TE z s FILED THIS 2 DAY OF �D6C_. , 2005 CORNER OF LOT 9. " •` ' ,� y � AT 121 04 O'CLOCK V M, _ O SET 3/4 dram x 18 long IRON PIPE WITH BRASS DISC "RCE 26175" IN BOOK OF RECORD OF SURVEY MAPS AT PAGE ® FOUND 1/2" IRON PIPE WITH DISC "RE 1604 ". ACCEPTED AS THE SOUTHWEST CORNER OF RECORD PER MAP No. 1935 po� : • ��i AT THE REQUEST OF BRIAN DONALD ,wv' LOT 9 PER RoS 4421. FOUND 3 4" IRON PIPE WITH DISC "RE 1604" 1 " (� - RECORD DATA AS NOTED .; .'. © / 0 DEEP IN PREVIOUSLY EXCAVATED EXPLORATORY `�� St GREGORY J. SMITH X1- SD-2 -B - REFERS TO STATE HIGHWAY DRAWING, SHEET 5 OF 29, ON FILE '` HOLE IN AC PAVEMENT WITH TWO 1' SWING TIES AT SURFACE, NO RECORD. MONUMENT DID NOT �/�... COUNTY RECORD � REGISTER ON A MAGNETIC METAL DETECTOR. ACCEPTED AS A POINT ON THE EASTERLY LINE OF LOT 10. AT THE CITY OF ENCINITAS ENGINEERING DEPARTMENT USED AS EVIDENCE TO FIRM UP THE LOCATION OF THE 5,954.65' ARC PARALLEL TO THE WESTERLY CFB - SAN DIEGO COUNTY SURVEYOR'S FIELD BOOK DATED APRIL 24,1975 FROCEDUKE OF 5URYEY By: SIDELINE OF HIGHWAY 101 OFFSET 110 FEET WESTERLY AS THE EASTERLY LINE OF LOTS 9 & 10. NO SCALE DEP C NTY RECORDER (R) - RADIAL BEARING FEE: $ 8.00 CALIFORNIA COORDINATE INDEX 326 -1677 RESOURCE DEVELOPMENT CORP IN05 -009A APN 256-053 -12