Loading...
2009-307070 r ` j - NO . ;. 4» E 3 0 0 .80 -- -- - 0' 30' 60 90 120 SHEET 1 0 F 2 SHEETS N83 ° 55 — 29 TREE - o NO I $'35 "w o S RECORD OF SURVEY: � 5 � 30 LOT 10 AND ALL LOT 11, EXCEPTING NORTHERLY 37.50' FEET OF SAID LOT 11, . I D IN BLOCK 20 OF ENCINITAS, IN THE CITY OF ENCINTAS, COUNTY OF SAN DIEGO, 220.80 i cT 0 r E ENCINITAS BOULVARD STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF N0. 148, FILED IN THE OFFICE N$3 I OF SAN DIEGO COUNTY ON JUNE 12, 1883. 1 00.40 r, t� I ° AS DESCRIBED IN DOC. No. 2004-0149118 FILED IN THE OFFICE OF THE RECORDER w c(_ OF THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ON FEBRUARY 25, 2004. 3 1 �i LO 40' 37 I in O r-- � cn 1 6 C STREET I ' I o tn_ I O STREET �_- w LEGEND: w ^ I 00.41' Z o v Z O 1 �� � � _ • INDICATES A FOUND MONUMENT AS NOTED HEREON. I � N N8 3.56 05 E a Q O INDICATES PER RECORD DATA SHOWN HEREON. LO 0 tp v 90 0- [ ] INDICATES PER MAP NO. 9068 I .r: I �- REET INDICATES PER MAP NO. 148 00 E cr 0 � o o ST �� 1 5 Ln Q ,�� N N.T.S. INDICATES NOT TO SCALE. 7- I °' SNF INDICATES SEARCHED, NOT FOUND. I 1 ° VICINITY MAP O.R. INDICATES OFFICAL RECORD. 1 Q5 I 100. SNF N.T.S. ° S2 "E N$3 56 ' T.B. PG. 1 147 -B7 3 BASIS OF BEARINGS. I THE BASIS OF BEARINGS FOR THIS SURVEY IS THE BEARING BETWEEN 1 4 1 ^ � STATION "ENC TC1 ", AND STATION "ENC TC2", AS SHOWN ON RECORD I �— O OF SURVEY MAP No. 15473, i.e. N 09 0 39'56" W. I 00 I c ---- I h I N ^ N ^ 4 � w ^ I SURVEYOR STATEMENT: N 13 � I O 1— 00 O ^ 'd' o o THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY 0 w I r o0 It Z z DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL • I o I O _____ 00 w o LAND SURVEYORS ACT AT THE REQUEST OF PATRICIA ARTES, 00 0 I �'_ ? N O� IN FEBRUARY 2009. c0 io 00 vi 3 I 00 5 I. „� ,n I ------ --------- o ��OF ESS L , 12 zn o — 4 p z � 000 W O I Z -, w No. 31915 z DAVID H. LOWEN RCE 31915 I 3 �_ �- Exp.12 -31 -10 O I -- ENGINEER ` CI V I A �� Z Lb� I i�. 0 r LICENSE EXIPRES 12/31/10 00 p F CA��F z� N ^ 1 6 SNF L 1 - 0'34'24.13" AT 100'4.2 z 59 51 E STATION "ENC TC 1 " N83 N 1 w 2 - GRID DISTANCE COUNTY SURVEYOR STATEMENT: 0 I _ .J-- ^ GROUND DIST.- 0.9999 747 THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE I r I (� PROFESSIONAL LAND SURVEYOR'S ACT ON THIS DAY OF 2009. I co (D I 00 °. I 00 I 1 0 40' $4° 00737"F- ���E r p � N w 100.42 BY: � W No. 5099 N � I ^ - TERRENCE T. CONNORS, PLS 5099 -- 3 �p 8 COUNTY SURVEYOR � Exp.06 -30 -11 � I 0^ I N 0 SEE SHEET 2 OF 2 FO LICENSE EXPIRES: 06/30/11 9� �- 0 1 0 9 Ln OF CA�� o , o ' PROCEDURE OF SURVEY 1 LO 0 , I 3' ? — RECORDER'S STATEMENT 100.43 220.86 4 4°01 23"E . 00'q__0 7070 N8 a FILED THIS A DAY OF a�� D "/ AT ET �1 2 n 05° 58 35 "W ° O'CLOCK -_M '' IN BOOK OF RECORDS OF SURVEY MAPS AT PAGE N E 3.00 AT THE REQUEST OF DAVID H. LOWEN o I , » 300.86 - - FEE: $12.00 N8"V 0 1 DAVID L. BUTLER '51A0 of In o - �______ _- COUNTY RECORDER: DEPUTY COUNTY RECORDER 3 --- _ ACAL ENGINEERING & SURVEYING, INC. 145 N. MELROSE DR. SUITE 200, VISTA, CA. 92083 CA. CooRD. INDEX 318 --1677 (X) NAV29 A.P.N. # 258- 086 -08 & 09 PHONE: (760) 724 -7674 02 RECORD OF SURVEY MAP NO. _2-05C CI PROCEDURE OF SURVEY SH SHEET 2 OF 2 SHEETS W ' C0 RofS 16806 RoFS 11358 'P 0 0\ I 0' 50' 100' 150' 200' 4- R 3 131 7 o PM 9198 B L O 0 r- CK 21 FOUND 2 ALLOY CAP STAMPED 3 388) I� -._40' ENC TC 1, 1990. ACCEPTED FOR @ "E 300.70 PER RS 8) 40 POSITION PER RofS 15473. 1 • 1 (N83 16 45 PER RofS 0629) � � 83.16' 04 "E 300.83 W � N "E 300.82' PER RofS 16806) (� Z 0 -40' ( N83' 16 35 � PER RofS 5 CR �-- 'j 2 40 ( g' E 300.78 7 PM 1612 r-- ` (N 15 3 PER RofS 9 1 ~ O o cv "E 300.79 S4 0 �r N83 15 51 „E 300 • $Q �S o O c� ( 3 55 14 L •o Ns FZEET _ � � S71 I LLJ 2 90.80 ofS 11352) ' � 3 vo 83 PER R — I (290 • fS 10629) ,� v D 0.82 PER RO _--- -- o 1 o (29__ �_-_ S 1680 , -- .78 6) PER Rof 6125) o 7 .00 (290 99 47, PM 1 10 I RofS � M ' .,�,� o .. -- 290.79' PER � „ 3997 "• o ( 220. 5 WASHER 12 R SPIKE, AND SHOWN HEREON, o 0.80' PER RofS 16 ) � FOUND GEAFOR POSITION AS 994 � AND Lo 0 4 (22 -- ; 0.40 ACCEPTED 5954, MAP 20 10 PER CR 15475, 1 806. L O L1 (L1) w c „ (100.4 P PER 11352 16 -4- cv 1612 S Rof 1062 o w Lo Ro n - i� fS o! ' o 3 . I1� CD 4 Z I J . , » cO 0 1 6 0 6 z 1 w r- I -0 34 24.13 AT 00 O o Lo o I °- c STATION "ENC TC 1" ,n co 3 w Lo a. a; 1 40 G 40 0m! L o 0 : 2 N �°- w co �`'. `.1. - 0 W co N L2) ,n w d' , N co S - rRFET GROUND DIST.= z v •- Lo O L ( N M ,�, � 0.99996747 Z M 0; w w ) Lo r CO .W A l O CD Q w 1 �+ T-1 t�s U T 0 o" !y co 1 5 0 � O O A Z' Z / i J w S • O �� o L/ 'T 40 / O U o � Q (n to N L '-" g a_ � / .to N a_ ,� V Z O� 0 w w _ o� Z ' �- A t z o w a.'" t.... I 3 L3 (L3) 5 DETAIL z / U ►�'4, A M l= 4 t , w V 3 � O o (f 40 lqr V) o z - I 14 tn� c' a'° .� N.T.S. FOUND LEAD PLUG, AND TAG RE 4847 j a O * /__l Zl cc � PER MAP 9068. ACCEPTED AS POINTS Z � w to i � � O N � J 0 ON A 3 FOOT NORTHERLY AND EASTERLY � � rn o � N 3 ., O o � cal U4 td �� L z 00 - _-- � 0 ° 1 =o o w = Q No � w � _ � ___- -- N Z � � � ' FOUND 2 BRASS DISC STAMPED SD. OFFSETS FROM THE SOUTHWESTERLY CORNER OF A 3 FOOT OFFSET WESTERLY, Iw .-.r N a p CO. ENGR. DEPT., SURV. MON. 1990, 0 0 N N � �---- 4 °,� ❑ 1 AND SOUTHERLY OF THE SIDELINES OF LOT cp Lo L6 w w - 00 n W HORZ. CNTRL., ENC TC 2. ACCEPTED 9, BLOCK 20, PER RS 388, AND PM 16125. Q1 N w 1 3 01 --a. N FOR POSITION PER RofS 15473. Ct1 ln w w 0 0 T_ �-- 6 � 0 0 n_____ U o CO m o �w f V• - 00 V T „ co w �--+ o _ O w O a � .p lJ (� (_f� FOUND LEAD PLUG, AND TAG RE 4847 C o NO REC. ACCEPTED AS POINT ON A 3 U I ��-- LL J ! 00 M _ �, 5 -D N I Q2 FOOT OFFSET LINE WESTERLY OF THE cv t , �-• WESTERLY SIDELINE OF BLOCK 20, PER m o Mo N/ ° J w co 2 0 1 2 ° o 0 "E U4 z PM 16125, AND ROAD SURVEY NO. 388. .1 ��� -- a ,� Z N8 3 59 5 °'co Zo o � 0010 n ;l, . 8 3 O N M �� O o 0 �' i a_v. ul 0 FOUND LEAD PLUG, AND TAG LS 4639 ry r-) 00 `��� �Ln r °-- °' z N o ;�� `- ry ACCEPTED AS A 3 FOOT OFFSET TO THE c` c° NI 1 1 w 6 /-❑ °" o: Q N CORNER LOT 15 ALONG z 0 o cfl� 0 Z o Mi N w ,�� gSOUTHWESTERLY A 3 FOOT OFFSET LINE WESTERLY OF THE Z z } w 00 1 o w w d- w ow. 0 100.42 (100 �_ ,�, ,� I� TAG o � Lo w I O� WESTERLY SIDELINE OF BLOCK 20, PER 00 J U l 2 N83 59 � 51 _E o � -_ 0 40 "" 1 pUN PLUG, R N CR 1 5954, (/� u' 0 O �� PM 16125, AND ROAD SURVEY NO. 388. v w 0 °- ( QI ----- w d -P 'LS 5036 OSITION w 00 T D� % (D 1 z I O V) o U Q o EPT L. w p� 0 CCED FOR AN AS A M v o Z I 1s Q Z wZ J I oo . 3.� 7 HOWN HER F _ 0 C Z/ ,� � � FOUND OLD TAG HOLE w /NAIL, NO TAG. �O .3: Q 1--I 00 '' Q N ;� • a S S ON q 4 FOOT OF Z Q N �j ACCEPTED AS A 3 FOOT OFFSET TO THE CD Z 0 Q N `.� �- oU'o N 84 0 0 3 7 E , p01NT OF THE w 0 0 +� c�. •• 40 ET EASTERLY BLOCK � o o Q w �- a. Z I NORTHWESTERLY CORNER LOT 16 ALONG Q1 N co d �` 3 22 0 g 5„ r; _--- -- STERLY SIDELINE AND U ,- �.' °" d- o Z �i o I - E �` 6125, C� A 3 FOOT OFFSET LINE NORTHERLY OF THE C) Q> �' N84 0 37 ,} o Q 20, PER PM 1 - IN NORTHERLY SIDELINE OF BLOCK 20, PER w 0.42 2100 Z 8 1 OqD SURVEy 388. �I cfl o z RofS 8603, PM 9198, 16125, AND RS 388. n Z �. I 2 10 ' PER o R , 0 � 1" Q ao - 0� NM^ 9 , 0 NF (100.4 6125) 4'� 36, 40.00 � lZo� 9 Lo (n Q° c i 100 O LO (100.42 PER L 0 PM 1 (40.00 PER o 1 _ �Z 1 37' •`"� PM 16125) . FOUND CONCRETE NAIL. ACCEPTED FOR o I to O 0 o RofS 15473) - 00' PER RofS 15473) AS THE SOUTHEASTERLY CORNER Z �n 40 0100 } _ 0 -t - 18 VV 25. @POSITION 0 o w 100.43 -, P E R PM, 16125) 0 2.8 4 _ _________ -- (N84 05 LOT 15, OF BLOCK 20, PER RS 388, AND o w a. (220. d . C R 1 220.8 PM 16125. I 6 _ Ng4° 01 23 1 31 '' 3 41 . 300. -- — 641 .25 FOUND 3/4"' IRON PIPE w PLASTIC CAP - o Ngq. 01 2` d �' ° o, 300.85 PER , ILLEGIBLE, ACCEPTED FOR POSITION AS Z T (N83'20 36 E 0 PER CR 1435) 967.30 Q ©THE SOUTHEASTERLY CORNER LOT 16, r, 4 35 55 E 30. , R RS 388) N84 23 01 „E W N8 PE OF BLOCK 20, PER RS 388, AND o (NB3.18'30"E 300. PM 16125. („� 40.0 �� � d" ( � � 84 . 0 1 ' 2 — 16 125 x , 7,_ > V) N - P M 40 - _ $ o:oo BLO CK 1 � BL K 30 3' 40' FOUND LEAD PLUG, AND FOUND LEAD PLUG, AND TAG I LINE B PER PARCEL MAP 16125 LINE BEARING DISTANCE E ARING DISTANCE E N TAG "LS 5311" NO REC. "LS 5292" PER CR 10636. RS 388 L1 N 8 RING E 100.40' L1 N 83 °55' 14" E 100.40' o ACCEPTED FOR POSITION ACCEPTED FOR POSITION L2 N 83 56 06 „ E 100.40 m AS SHOWN HEREON. AS SHOWN HEREON. L2 N 83 E 100.40' o L3 N 83 E 100 .41' L3 N 83 0 56'52" E 100.41 ' ACAL ENGINEERING & SURVEYING, INC. 145 N. MELROSE DR. SUITE 200, VISTA, CA. 92083 CA. COORD. INDEX 318 -1677 (X) NAV29 A.P.N. # 258 - 086 -08, 8c 09 PHONE: (760) 724 -7674