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2014-485102W S CARDIFF DRIVE RECORD OF SURVEY NO. N82 018'33 "E 25.00' (25.00' R3) Z Zo l' 22.75' (22.69' R1 & R3) SCALE: 1"= 60' N79 °42'11 "E 1 Ln R _ 97 5.00' " ( 9(7253.060 R1) 568 97� R1 & R3) SNF �® LD= 443352 44.24 R00 R1) 7' (N7go42�11 � ( ) °4107..E 568.9 17�. 3p' ° f.,� .. %79 a t 119 N68 40 39 E - -Ell N 100 18'53 "W 0.11 E 19 •-� N10 018'32 'W E ► 135 ''',�W p.41' p 20.00'(20.00- DD) Z 0.03' '"'� ..--- N60 °01'S� .. .,�-• 48,00' - Z ° ..�- 20.00 20.00 DD ' o = 7 O �i C Op Dpi 2 ( ) c w 254.7 ' .1- 449.67' (449 48 a ca QD- 6 ` ` "� 38 1 P DOp• co 2 a' 20' ACCESS 2}03 "- cr / EASEMENT PER DD i 25.00' � �• 0 60 120 180 `*00, am Taft 04% / / <� `I loe m -4 1+ n, R = 976.00'(976.00 R1) D = 2 °36'22" (2 °36'00" R1) M v: 0 L = 44.35' (44.24 R 1) N40 058'28 'W 0.48' °41 -07 "E Z �� %79-- N7g°42'11ApI c / �� `� 2500 �R bo nPTAII k1m I Qj FOUND MONUMENTS: AE 4 PK NAILS AT 1' OFFSETS TO CONCRETE MONUMENT PER R3. USED INTERSECTED POSITION TO ESTABLISH CENTERLINE OF CREST DRIVE. 2" IRON PIPE RCE 4847 PER R2. HELD FOR SOUTH LINE OF LOT 21. DOWN 0.2' © 1/2" SQUARE IRON PIN, BADLY RUSTED AND LEANING NORTHERLY. NO RECORD. NOT ACCEPTED, FLUSH. D 2" OPEN IRON PIPE PER R3. NOT ACCEPTED. DOWN 1'. EE 3/4" IRON PIPE LS 2834 IN CONCRETE FENCE POST BASE, EASTERLY OF FENCE CORNER PER R3. FLUSH. F 2" OPEN IRON PIPE PER R3. FLUSH. © 1" SQUARE IRON STAKE, UP 8 ", LEANS WESTERLY. TOOK MEASUREMENT AT GROUND. NO RECORD, NOT ACCEPTED. 3/4" IRON PIPE PER R3 NOT FOUND. NEW RETAINING WALL FALLS ON POSITION. HQ. 3/4" IRON PIPE LS 3067, UP 0.2', NO RECORD. ACCEPTED AS POINT ON LINE 20' SOUTHERLY OF AND PARALLEL WITH NORTH LINE OF LOT 20. I 1/2" IRON PIPE, FLUSH, NO TAG, NO RECORD. NOT ACCEPTED. JE. 3/4" IRON PIPE LS 4368, ACCEPTED AS SOUTHEAST CORNER OF LOT 20. DOWN 0.2'. KQ. 3/4" IRON PIPE WITH PLASTIC PLUG LS 4611 PER R3. ACCEPTED AS POINT ON EASTERLY SIDELINE OF CREST DRIVE. FLUSH. ate'- 48' (102.48 DID) � 0 1 O �� �_��,�t 102• _ _ — — Z •• -'.�- \ljr ppC, OvTERLY LI CK E 84 46' _ — / ° m pflF�. Lp7� pF LOT 2p' gL0 0- o�v 0 577' R1) �. �' SEE SURVEYOR'S 7 Op) N79 42`11"E 56S ��„ '�i'�; �. NOTE 381.67, (381.6 ° ,38�E 568.61 p,RC 41 SUR 014- 0171328 7.00' 39.51' ocr p0C. 2 S 20 ANp 21 0� p R. k--OT ? CORNER FALLS o 485.81' (485.81` Dp) .58, ON FENCE POST ry ory v ,a ° ,58,•E 525 BASE o /� cy `� ; l-4 a L� N79 42 CP 40 OF- 0_4 0 gooiiiiiiiiiiiiiiiiiiillillilillillllllllllIIIIIIIIIIIIIIIIIIIIII 0-f TO � �- o t° 47 3.81' R2) ,.•.. -• "'" -� 14 79042 56 Z co � 11 „E 4-73. �- Cl) 'o� t'° • 473 ?3' (t4-7904V ..�- 00-0 0 N - °42'58 E -� - N79 � / rn + � 1 LOFT i S79 042'58 "W 0.05' CA w N r) 1 25.00 1 REFERENCES: R1: MAP NO. 2114 R2: RECORD OF SURVEY NO. 15889 R3: RECORD OF SURVEY NO. 18613 DD: GRANT DEED DOC. 2014 - 0171328 RECORDED APRIL 29, 2014 SURVEYORS NOTE: NOTHING FOUND. RE- ESTABLISHED USING COMPASS RULE ADJUSTMENT OF COURSES PER R1 BETWEEN MONUMENT "J" AND THE NORTHEAST CORNER OF LOT 20 AS SHOWN HEREON VICINITY MAP I I SITE 0 W Y g o m U) BIRMINGHAM DR. N � U D11 E S SHEET 1 OF 1 SHEET RECORD OF SURVEY OF A PORTION OF LOT 20 IN BLOCK "E" OF PALOMARES HEIGHTS IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 2114, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 19, 1928 AS DESCRIBED IN DEED DOCUMENT NUMBER 2014 - 0171328, RECORDED APRIL 29, 2014. I r=r,1=n1n SNF NOTE: DD FOUND MONUMENT AS DESCRIBED SET COTTON GIN SPIKE & DISK LS 8486 SET 3/4” IRON PIPE & DISK LS 8486 RECORD BOUNDARY DATA AS INDICATED PROPERTY LINE RIGHT -OF -WAY LINE CENTER LINE ADJOINING PROPERTY LINE TIE LINE / REFERENCE LINE SEARCHED, MONUMENT NOT FOUND DEED DOCUMENT 2014 - 0171328 FILING OF THIS SURVEY IS REQUIRED PER PLS ACT, SECTION 8762, SUBDIVISION (b). BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF CREST DRIVE AS SHOWN ON MAP NO. 2114, I.E. N10 017'49 "W. 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 SURVEYORS' ACT AT THE REQUEST OF PETER ANTINUCCI ON JUNE 16, 2014. IOILZI � ►� PAUL E. GOEBEL, LS 86 AT COUNTY SURVEYOR'S STATEMENT: THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF Nov 20_A. L TERRENCE T. CONNORS, PLS 5099 �� TERRENCE COUNTY SURVEYOR T. CONNORS LS 5099 ExP613o�i5 or M \F RECORDER'S STATEMENT: FILE NO. 201 y.. O'A%S k02- FILED THIS (p DAY OF NDUCP 20 14 AT U 10 O'CLOCK P•r�. IN BOOK OF RECORD OF SURVEY MAPS AT PAGE AT THE REQUEST OF PAUL E. GOEBEL FEE: $10.00 ERNEST J. DRONENBURG JR, COUNTY RECORDER PASCO LARET SUI TER APN: 262 - 032 -52 ��\ ° CCI: 310 -1689 <� lam >� >>���J� �`�����7 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.82121 fx 858- 259 -48121 p1saengineering.com Or BY: DEPUTY COUP RECORDER