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2007-109989 R of MAP NO 19618 SHEET 1 OE 2 SURVEYOR'S NOTE I HAVE BASED THIS SURVEY ON THE FOLLOWING: I HAVE NOT RECORD OF SUR ACCEPTED EITHER THE 2" I.P. RCE 9416 OR THE 2" OPEN PIPE NEXT TO IT AS THE SE CORNER OF SECTION 25. 1 HAVE REPOSITIONED THE SECTION CORNER OF LOT 68, SAN ELIJO HILLS, ACCORDING TO MAP PER THE TWO 3/4" I.P.'S TAGGED RCE 9416 PER RECORD OF SURVEY 6692 THEREOF NO. 7670, RECORDED JUNE 20, 1973, BEING A WHICH SET THE TWO PIPES FROM THE ORIGINAL 2" I.P. 5 FOOT HIGH. I HAVE PORTION OF THE NORTH HALF OF SECTION 36, AND PRORATED THE SOUTHWEST LOT CORNER OF LOT 4 OF FRACTIONAL SECTION ALSO A PORTION OF LOT 4, SECTION 25, TOWNSHIP 13 25 USING THE REPOSITIONED CORNER AND THE FOUND 1 1/2 P1 CAPPED PIPE SOUTH, RANGE 4 WEST SAN BERNARDINO MERIDIAN, IN AT THE S 1/4 CORNER OF SECTION 25. THE NORTHERLY LOT LINE OF LOT 68, THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA MAP 7670 HAS BEEN PRORATED BETWEEN THE FOUND 2" I.P. TAGGED RCE ACCORDING TO OFFICIAL PLAT THEREOF. 9416 SET ON MAP 7670 AT THE MOST NORTHEASTERLY CORNER OF LOT 95 ON THE SUBDIVISION BOUNDARY AND THE FOUND 3/4" I.P. TAGGED RCE 9416 BA SIS OF BEARINGS LYING 20' WEST OF THE SECTION CORNER AS SET ON RECORD OF SURVEY 6692 AND SHOWN ON MAP 7670. THE BASIS OF BEARINGS FOR THIS SURVEY IS A PORTION OF THE NORTH LINE OF SECTION 36, T13S, R4W. S.B.M. AS SHOWN ON MAP NO. 7670. I.E. N89 °50'02 "W LEGEND y ♦ .....INDICATES FD WELL MONUMENT RCE 9416 PER MAP 7670 0 ...... INDICATES SET 2" IRON PIPE WITH BRASS CAP STAMPED LS 4129 UNLESS NOTED OTHERWISE • ......INDICATES FD MONUMENT AS NOTED ( ).....INDICATES RECORD DATA PER MAP 7670 UNLESS NOTED OTHERWISE .....INDICATES RECORD DATA PER MAP 8523 [ ].....INDICATES RECORD DATA PER QUITCLAIM DEED REC. 8/17/2000 AS DOC # 2000 - 0438850 (R) ..... INDICATES RADIAL BEARING CHRONOLOGY OF SE CORNER SECTION 25 T13S R4W SBM SUR VE Y S TA TEMEN T THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY RECORD MAPS WITH 2" I.P. 5' HIGH AS SE CORNER OF SECTION 25 ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S RECORD MAP SURVEYOR DIST. FROM S!/4 COR TO SE COR. SEC. 25 DATE RECORDED NOTES D S�,� ACT AT THE REQUEST OF ANN S. WACHTLER IN SEPTEMBER ALLEN WILMO O 2006. R ecord of Survey 5185 RCE 6404 2633.71' Sept. 1959 First map to note 2 „ Iron Pipe - 5 above ground at SE corner Section 25 STOTTS a0 Record of Survey 5928 RCE 1534 2635.72' August 1961 2' difference in measured length w/ ROS 5185 uc. N0.4129 * 1 „ Exp. 6 -30 -08 Record of Survey 6692 RCE 8416 2635.59' June 1966 Last map to note 2 - 5 high pipe at section corner. Set 2 pipes - one each side of section corner 196.05 apart - one being 20 9 �. west from section corner the other being 176.05' east from section corner. Current survey measures 196.12'. ���CA� -��� ALLEN W. STOTTS LS 4129 REGISTRATION EXPIRES ON JUNE 30, 2008 RECORD MAPS WITH 2” I.P. RCE 9416 AS SE CORNER OF SECTION 25 Map 7670 RCE 9416 2635.59 June 1973 Map notes that 2 „ I.P. 5 , high not found. Set 2 I.P. RCE 9416 probably from field notes and control points of ROS 6692. COUN T SUR VE YOR 'S S TAI TEME T Comparison of measured data per current survey with record data per ROS 6692: Record distance of 20' measures 20.62. THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH Record distance of 176.05' measures 175.51' See also note below on data comparison with ROS 14774 & PM 4846 SECTION 8766 O F THE PROFESSIONAL LAND SURVEYOR'S Parcel Map 4846 RCE 9416 June 1976 Set a 3/4” I.P. RCE 9416119.31' east of 2" I.P. RCE 9416 at section corner. Current survey measures 118.66'. Record ACT THIS DAY OF FL 9 ZUA1Z Y 2007 distance with 3/4" I.P. 20' west of Section Corner is 139.31. Current survey measures 139.27'. See also ROS 14774. s �N� r a. ©/0 M ap 8523 RCE 18134 2635.59 March 1977 Map 8523 distances recorded exactly the same as Map 7670 , Parcel Map 8063 RCE 26433 �►y a Record of Survey Nov. 1978 PM 8063 distances recorded exactly the same as Map 7670 & PM 4846 '�` ey 9416 RCE 29375 2636.99 July 1983 Found 2 I.P. RCE 9416 and an Open 2" I.P. next to each other. He accepted the open 2" I.P. as the section corner as he � -a ©c PH ILIP J. GIUfZ8j AC L9 4 - found a piece of pipe 3.4' long which he felt matched the open pipe in the ground. Current survey measures 20.83' between, COUNTY SURVEYOR the 2" open pipe and the 3/4" I.P. set 20' west from the original 2" I.P. 5' high pipe section corner of ROS 6692 \9 "� cS4 �'' Record of Survey 4774 LS 4306. -� y Jan. 1995 Distance of 119.31' (PM 4846) measured as 118.85' on this map. My current survey measures the distance as 118.66'. Confirms that 2 I.P. has been found in relatively the same position by two land surveyors and a civil engineer and is not in the RECORDERS S TA TEMEN T in the position as set on Map 7670. FILE N0. Z This Record of Survey LS 4129 2635.86' Found 314" I.P. as set 20' west of section corner per ROS 6692 and also found 314" I.P. set 176.05' east of the section corner (Q t� ruoyr FILED THIS OF � 2007 AT per ROS 6692. Distance between two pipes measures 196.12' vs. 196.05' per ROS 6692. 1 repositioned the section corner l . ' � O'CLOCK—E M. IN THE BOOK OF RECORD for this survey based on the two found 3/4" I.P. per ROS 6692. The found 2" I.P. RCE 9416 near section corner is 0.20' off OF SURVEY MAPS AT PAG , AT THE line and 0.63'NE of repositioned corner. The 2" open I.P. accepted by ROS 9416 is NE 0.82' of above repositioned corner. REQUEST OF ALLEN W. STOTTS. See Detail A , Sheet 2. GREGORY J. SMITH BY: COUNTY RECORDER DEPUTY COUNTY RECORDER FEE: $ 10.00 C: \R1 3\Win \WASH LRTS 2 -13 -07 4:59:17 am CALIFORNIA COORDINATE INDEX 306 -1695 (CCS27) APN 262 -130 — I 1 & 26J-582—J5 R Of S MAP ■ �- (N89 2633.71' PER ROS 5185) (N89 26,35.72' PER ROS 5928) SHEET 2 OF 2 o (N89 2635.59' PER ROS 6692) (N89 2635.59 PER MAP 7670) , -� (N89 2635.59' PER MAP 8523) FD 2 OPEN PIPE. NO TAG. ACCEPTEC N89 °50'02 "W 2635.86' AS PIPE FD PER ROS 9416. NOT N89 0 50'02 'W 1788.96' (1788.90' PER MAP 7670 & MAP 6692) ACCEPTED AS SECTION CORNER SEE DE (N89*38'07"E 251.53' PER CR 4220) BASIS OF BEARINGS PER MAP 7670 FD 2 "I.P. W TAG RCE 9416 PER MAP 7670 TAIL "B» �1\189 0 38'07 "E 251.47' [N89"50'02"W 251 ETAIL "C' MAP 8523, ROS 9416, ROS 14774 PM 4846 N89 °50'51 "W 251.47' SEE D FD. 3/4" I.P. NO TAG & PM 8063. NOT ACCEPTED AS 0 � FD 1 1 2 "I.P. W TAG RCE BADLY RUSTED.USED SECTION CORNER � 0 0 0 FD 1 1 /2" I . P. W /TAG RCE o 0 21121 PER CR 4220 FOR LINE ONLY SWLY BOUNDARY OF N N 21121 PER CR 4220 0 o LOT 4 SEE MAP 7670 RANCHO SANTA FE �0 (1318.50' PER ROS 9416) w w w N N \ � '� N� FD 2 I.P. W TAG RCE 18134 w w FRACTIONAL SECTION 2 (1317.86' PER ROS 5928) -q- Lo N PER MAP 8523 8c CR 4220 (1317.79' PER ROS 6692) Lo N SW COR LOT 4 L 1317.93' (1317.86' PER ROS 5928 (1,317.80' PER ROS 6 692 & MAP 8523 (1,318.49' P SECTION 25 � 114- ) ) PER ROS 9416) (1317.79 PER MAP 8523) ° o o 251. °' � o z °o [ ° � 47 °no � y �\ 1317.93 z z N89 50 02 W 251.47 °° o » 748.93' (748.90' PER PM 4846, MAP 7670, PM 8063) \ \ 25 483.01'(482.99' 134.6 z 'z' SEE DET 728.92' 728.90' 0\ 2 116.85 ( ) \ 0') FD 2" I.P. W /TAG 142.65 ' 0 .98 277; \ l 156.4 � I-- RCE 9416 PER 0 FD 3/4 " I.P. W /TAG RCE 9416 MAP 7670 (142.65') o o; (277 97) 0 8.03' m o (156.39 ) 6 m� 0 1 o [10.52'] ® y PER ROS 6692, MAP 7670, 8c PM 4846 � ° N13 °45'44 "E 50.01' o w C3, � \ (.000 ( ( ) .0) N13 °48'30 "E R 500' �S 68 0 d ' rl 69 49 48 RESTORED SECTION CORNER. SET 2 I.P. N � �S p° rri TQ -.� W /TAG STAMPED LS 4129 SEE NOTE "A" °° SO ° , cs! 0 a' Q FD. 3 4" I.P. W TAG �` � `� MAP 6 0 00 FD 3/4" I.P. W /TAG RCE 9416 PER PM 4846, 41 c6 RCE 9416 PER MAP c� c� G M 8063 8c ROS 14774 00 7670 >> >j 0 - ) N FD 3/4" I.P. W /TAG o FD 3/4" TAG RCE 9416 I.P. W y ? A � �' cn RCE9 v / `7 70 67 416 PER MAP 7670 OJ �7 �� PER ROS 6692 & PM 4846 -? 19 p NOTE. A (NS ° 1S''',� W(R) 50 SET 2" IRON PIPE FALLS 0.10' FD 1 1/2 CAPPED I.P. MKD 25/36 40 - w(R)) I INTO 24 TREE THAT LEANS OVER ROS 5185, ROS 5928, ROS 6692, ACCEPTED AS PIPE FD. PER ° I PIPE. REMOVED BARK & WOOD TO �� �- � MAP 7670, MAP 8523, ROS 9416 POSITION CENTER OF PIPE AT SECTION = / S 1/4 COR. SEC. 25, T13S, R4W p 51 °17'08" „ , CORNER. CYD R = 48.00 / FD. 3/4 I.P. NO TAG SCALE: 1 =50 FD 3/4" I.P. W /TAG c!n L = 42.96' DETAIL "D„ BADLY RUSTED.USED ° ~� RCE9416 PER MAP r (0 = 51 °15'40" NTS FOR LINE ONLY i\ \ 7670 R = 48. 00' / W W y L = 42.94') A ` �,� FD 1 1 2" 1. P . W TAG �'' �'' ' � w , � _ / / RCE o 0 277.98' 156.40 » �b ,^��0� 21121 PER CR 4220 0 o n \ FD 2 I.P. W /TAG RCE 9416 PER MAP 7670, MAP 8523 C, P) °- `�' �' ° 0.17' EL CAMINO REAL R.O.W. �o� . % FD 2 I.P. W TAG RCE 18134 � � �- S76 29 51 W 10.00 \ / ROS 9416, ROS 14774, PM 4846 & PM 8063. R.S. 1712 -65 o PER MAP 8523 8c CR 4220 (S76030'00"w ) _ _ NOT ACCEPTED AS SECTION CORNER _ /^D 10.00' S51 °54'00 "W 0.39' --- SWLY BOUNDARY OF RANCHO SANTA FE FD N89 °50'51 "W � N � 37 � -'' � .. -- ® - 3/4 " I.P.W /TAG (N89 11 E � 0) FD 2 "OPEN PIPE. NO TAG. RCE 8210. NO PER MAP 8523 Co- V-' -;o 8c CR 4220 ` � .� ' ACCEPTED AS PIPE FD PER ROS 9416. �\ ,,,RECORD. \ ) RESTORED 2 130 NOT ACCEPT \ ED AS SECTION CORNER SECTION CORNER I o - - - -,- -� N89 0 30'43 "W 175.51' \ \ DETAIL "B" / 0.60 I^ (N89 °35'14 "W 176.05 PER FD 3/4" I.P. R ROS 6692, \ / / SET 2 I.P. W /TAG _ - - - - I N_ - ° � PM 4846) \ �/ TAG RCE 9416 NTS / / STAMPED LS 4129 N89 29 21" W 118.66 W/ TAG ° �� (N89 119.31 PER PM 4846 & PER ROS 6692 SEE NOTE "A" ,I PM 8063) \ 8c PM 4846 \ / 0 .82 I --►- ° (N89 118.85 PER ROS 14774) \ FD 1 1/2 "I.� W TAG RCE FD 3 4" I.P. N89 °50'02 "W 21121 PER CR 4220 W /TAG W /TAG RCE 9416 ,20.01 N89 0 35'14 "W 119.26' `\ ,,� `v PER ROS 6692 (20.00 PER ROS 56.85 FD 2 I.P. W TAG RCE 18134 �\ �, \ (N89*35'14"W 119.31 PER PM 4846 & PM 8063) /,o- MAP 7670 8c 6692, MAP 7670, (56.74' PER PM 4846) PER MAP 8523 & CR 4220 N \ PM 4846 PM 4846) (N89*52'03"E 118.85 PER ROS 14774) N89 0 50'51 "W / ��cy �' \ N89 4"W 139.27' FD 3/4 I.P. W TAG ° � �� 07 E •c � ,��- I \ (N89 139.31' PER PM 4846) RCE 9416 PER PM 4846, ' \ PM 8063 & ROS 14774 (N89"38'07 Q 31 N89 °35'1 4 " W 176.11 , � \ / PER MAP 8523 \ (N89 176.05 PER ROS 6692 & PM 4846 GRAPHIC SCALE ) » \ & CR 4220) DETAIL "C" / \ DETAIL A NTS / � I � \ NTS 50 0 25 50 100 200 � \ ��� 196.12' (196.05' PER ROS 6692 & PM 4846 / ( IN FEET _ ) s _- 1 inch = 50 ft. - C:\rl3\win\WACHLRRS 2 -12 -07 10:05:46 amPAC