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1999-37729 RECORD OF SURVEY 14oq6 SURVEYOR'S NOTE.- SHEET 1 OF 2 SHEETS THE WESTERLY RIGHT OF WAY LINE OF HIGHWAY 101 (XI- SD -2B) SHOWN HEREON IS R ECORD TO DEMONSTRATE THAT THE FOUND MONUMENTS ON THE EASTERLY BOUNDARY OF O SURVEY DD4 REASONABLY AGREE WITH THE POSITION CALLED FOR ON DD4. IT WAS ESTABLISHED BY RUNNING THE ARC OF A 1950.00 FOOT RADIUS CURVE THROUGH OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP THE TWO FOUND POINTS ON THE EASTERLY BOUNDARY OF DD4 AND PROJECTING IT 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN, NORTHERLY TO A POINT TANGENT WITH A LINE RUNNING PARALLEL WITH AND CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. DISTANT 40.00 FEET WESTERLY FROM THE WESTERLY LINE OF THE FORMER STATE HIGHWAY RIGHT OF WAY. SAID POINT OF TANGENCY OCCURS 155.98 FEET SOUTHEASTERLY OF THE MOST NORTHERLY CORNER OF DD3 COMPARED TO RECORD DISTANCE OF 162.79 FEET. EVEN THOUGH THE DIFFERENCE IS LEGEND SUBSTANTIAL, THE CURVE ONLY DEFLECTS 0.01 FOOT IN THE 6.81 FEET OF 0 INDICATES FOUND MONUMENT. SEE MONUMENT LEGEND. DIFFERENCE. ALSO THE ARC DISTANCE FROM SAID POINT OF TANGENCY TO THE MOST EASTERLY CORNER OF DD3 IS 93.89 FEET COMPARED TO A RECORD DISTANCE O INDICATES A SET 3/4" X 18" IRON PIPE WITH CAP "L.S.4306 ". OF 87.21 FEET, THEREFORE MAKING THE TOTAL DISTANCE OF THE NORTHEASTERLY 1 INDICATES NUMBER OF MONUMENT AS DESCRIBED IN THE LINE OF DD3 249.87 FEET COMPARED TO 250.00 RECORD. (SEE NOTE E). MONUMENT LEGEND. DD1 () INDICATES RECORD DATA PER DEED RECORDED OCTOBER 26, 1982 BECAUSE SAID RIGHT OF WAY LINE IS NOT PERTINENT TO THE POSITIONING OF THE. 4 B OUNDARY OF THE SUBJECT PROPERTY, NO EXTENSIVE SEARCH WAS MADE FOR AS DOCUMENT NO. 82-329490, 90, O.R. ORIGINAL HIGHWAY MONUMENTATION. ADDITIONAL SURVEYS OF SAID LINE MAY OR (DD2) INDICATES RECORD DATA PER DEED RECORDED MARCH 6, 1997 MAY NOT RESULT IN AN ALTERNATE LOCATION OF SAID LINE. AS DOCUMENT NO. 1997- 0099384, O.R. SEE COUNTY SURVEYOR FIELD BOOK N0. H101 PAGES 99 AND 100 FOR (DD3) INDICATES RECORD DATA, THE EXCEPTION, PER DEED RECORDED DECEMBER 19, 1950 IN BOOK 3903 PAGE 234, O.R. RETRACEMENT INFORMATION. (DD4) INDICATES RECORD DATA PER DEED RECORDED MAY 19, 1955 IN BOOK 5648 PAGE 396, O.R. (DD5) INDICATES RECORD DATA PER DEED RECORDED JANUARY 30, 1979 AS DOCUMENT NO. 79- 045425, O.R. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS A PORTION OF THE CENTERLINE OF VULCAN AVENUE AS SHOWN ON RECORD OF SURVEY NO.13536, I.E. 528 "W. SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYOR'S ACT AT THE REQUEST OF JUNE WOOD IN JULY - SEPTEMBER OF 1998. -a L) GORDON L. MCELROY, L.S.4306 EXP.6 - 30 - 00 REGISTRATION EXPIRES 06 -30- 0 4306 \Q q�F 4F CA COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE LAND SURVEYOR'S ACT THIS 2/Sf. DAY OF TA4161 4R% �AN sv 0 9� F 9_ t ` -01 PHILIP J. GIURBINO L.S.4424 O COUNTY SURVEYOR OF CAL RECORDER'S STATEMENT FILE NO. '17 - 377cP9 FILED THIS DAY OF JANKAH 199 AT 2: O'CLOCK �_ M. IN BOOK OF RECORD OF SURVEY MAPS AT PAGE /60 S AT THE REQUEST OF GORDON L. MCELROY GREGORY J. SMITH COUNTY RECORDER/CLERK Iti DkPUV COUNTY RECORDER FEE: $10.00 R.F. SAN DIEGUITO ENGINEERING, INC. R:\IDATA\4501\4501SHT MANCHESTER SUITE 10 \1DATA \4501 \4501SHT_1DWG, DATE 01 -13 -99 256 - 392 -07 APN N0: PHONE: (7 0) 9 532 55 S D E 4501 CIVIL ENGINEERING •PLANNING LAND S URVEY ORS CALI C 0 0 R D . IN 3 22 - 6 7 7 ECORD OF SURV 166q6 IDENTICAL POINT- - ----- SHEET 2 OF 2 SHEETS 2 3 X HELD o 0 0 LEGEND FOUND MONUMENTS RECORD ANGLE 30. c "; 1.0 PER ROS 8774 rl] 5/8" IRON PIN NO TAG PER MAP NO.1845, RECORD OF SURVEY 4 kp NO.8774 (SHOWN TAGGED RCE 29067) & PARCEL MAP NO.17935. cp_ 0 0 kp w p �'' F2 5/8" IRON PIN NO TAG PER MAP NO.1845, RECORD OF SURVEY HELD NO.8774 (SHOWN TAGGED RCE 29067), RECORD OF SURVEY NO. 9697 (SHOWN CAPPED RCE 19375) & PER PARCEL MAP NO.17935. 0 RECORD DIST. • PER ROS 8774 3] LEAD PLUG WITH BRASS DISC "RCE 29067" IN SIDEWALK PER ;0 .0.0 RECORD OF SURVEY NO.8774. MONUMENT IS A 1.00' EASTERLY ---- J\ 10\ -- PROLONGATION OF THE LOT LINE. 8 • F] 1" IRON PIPE NTH A 1/2" REBAR INSIDE. NO TAG NO RECORD. @ 0. 16!- - .0;0 NOT ACCEPTED AS THE INTERSECTION OF THE EASTERLY SIDELINE DETAIL A oh o. OF THIRD STREET WITH THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF LOT 18 BLK. F MAP NO.1845. H 6 NOT TO SCALE jr_ SEC. 0 F5] DISTURBED 3/4" IRON PIPE NO TAG. SHOWN CAPPED "RCE 19375 SEC. 16 ul (12.31P R5 PER RECORD OF SURVEY NO.9697. NOT ACCEPTED. ) F6] 3/4" IRON PIPE WITH CAP "RCE 19375" PER RECORD OF SURVEY ------- NO.9697. ❑ 3/4" IRON PIPE WITH DISC "RE 1670". NO RECORD. USED FOR 19 bc DETAIL B Q _ El - NOT TO SCALE b LINE ONLY. SEE r6 3/4" IRON PIPE WITH ILLEGIBLE TAG. NO RECORD. ACCEPTED AS (S61 6D4) S61 '27'27"W 8 55' ❑ DETAIL A Ir cp Q! THE EXCEP TION THE SOUTHWESTERLY CORNER OF THAT PROPERTY DESCRIBED AS nON IN DD3. e& r TIAW 4 ttl rN p oe\ .0. ok E 3/4" IRON PIPE NO TAG. NO RECORD. USED FOR LINE ONLY. r , 9 �a .9 .0 N r9 550-0c # si 00- " �-tt S25602"22"E 26.82' DATA TABLE \ j?, LA •Z6 x �4 ACCEPTED AS A POINT ON THE NORTHWESTERLY BOUNDARY LINE I 0 0 V (S24'40'03"E DD4) 0 NO. DELTA/BEARING LENGTH RADIUS OF THAT PROPERTY DESCRIBED IN DD4. 40-- ��1 I to 3/4" IRON PIPE NO TAG NO RECORD. ACCEPTED AS THE CORNER F10 N& -2 A It A= 02 93.89' 1950.00' OF THAT PROPERTY DESCRIBED IN DD4. 1 4 @ 00.30 S19'3*269 C3 032 . TOO (DD3) A= 02 87.21' 1950.00' 15 CA I 111 LEAD PLUG WITH BRASS DISC "RE 1604" IN SIDEWALK. SHOWN �A. 3 F p 9� Ll% FOUND PER CORNER RECORD NO.422. MONUMENT IS A 2.00 •T9 N61 123.48' N clq WESTERLY PROLONGATION OF THE LOT LINE. rA I- SEE -------- DETAIL C - 24'00"E) (81.45') (DD3) F121 LEAD PLUG WITH BRASS DISC "LS 2569" IN SIDEWALK. SHOWN (DDl) DETAIL (N61 NOT TO SCALE FOUND PER CORNER RECORD N0.422. MONUMENT IS A 4.00' MOO 6' Vol Ilk, S28 POE 45.05 EASTERLY PROLONGATION OF THE LOT LINE. ' - 77 - cO 00 CO 1 C14 SP I SEE 8 l F131 LEAD PLUG WITH BRASS DISC "LS 2569" IN SIDEWALK. SHOWN N cy clq T_ T_ T_ S89*56'37"W (DD4) *1 4'41 W S69 134.91' www FOUND PER CORNER RECORD NO.422. MONUMENT IS A 2.00' --82.17-'-- DETAIL B !kf a a EASTERLY & 2.00" SOUTHERLY PROLONGATION OF THE LOT LINES. a V 'N Tq (90.00') (DD4) n 0.11 (�) I ;4t Ed Fl LEAD PLUG WITH BRASS DISC "LS 3788" IN SIDEWALK PER C%J In p (_ b n IR A. LO M 22 Pp F b b b 0 0 CORNER RECORD NO.422. MONUMENT IS A 2.00' WESTERLY 00 1, (D L= 02*56'13" 99.95' 1950.00 PROLONGATION OF THE LOT LINE. 04 N eq o 0 (DD5) 000--z 0 Z (DD4) (100.00') (1 950.00') z z F151 LEAD PLUG NO DISC. ACCEPTED AS MONUMENT SET AND TAGGED SYLVIA STO * "LS 3788" PER CORNER RECORD NO.422. MONUMENT IS A 2.00 - ------ S8956'37"W 262.32 S E C T ION ON 9 POP @) • S20 E 64.17' WESTERLY PROLONGATION OF THE LOT LINE. �- --- S89*5637"W 898.15' ---- SECTION 16 ----- - -'" ' F161 5/8" IRON PIN PER CORNER RECORDS 422 AND 5782. FOUND - - ---137.66- ) WEST RIGHT OF WAY HIGHWAY 101 (DD4) (S24 40 03 E) (64.00 BRASS DISC "LS 4,368" IN HOLE WITH REBAR. CORNER RECORD �?-, pillf'Wi P-�-- V (XI-SD-2B) SEE SURVEYOR'S 589 100.97' 5782 SAYS DISC ATTACHED. 0 , Ito NOTE ON SHEET 1. -yJagam F171 5/8" Cy IRON PIN NO TAG. SHOWN PER CORNER RECORD 5782 AND (DD f 1 A 4) (S89 001.00) t AND PARCEL MAP NO.17400 WITH DISC "LS 4368" ATTACHED. JAP A 10'a I t y O0 jil 1A _3 181 LEAD PLUG WITH DISC "LS 5941" IN SIDEWALK. PER CR 14130 OD wa ACCEPTED AS A 2.00 FOOT WESTERLY PROLONGATION OF THE 4 LOT LINE. MONUMENT RECENTLY SET. 38! L E G E N D RECORD MAPS Fig] 1/2" IRON PIN NO TAG PER CR 7197. ACCEPTED AS A MONUMENT IN THE WESTERLY SIDELINE OF THIRD STREET. (Rl) INDICATES RECORD DATA PER MAP NO.1845. F2� 3/4" IRON PIPE WITH DISC "LS 2685" PER RECORD OF SURVEY 138 1 (R2) INDICATES RECORD DATA PER RECORD OF SURVEY NO.8774. 6218 AND PARCEL MAP NO. 17400. (R3) INDICATES RECORD DATA PER RECORD OF SURVEY NO.9697. F2 ❑ 11 5/8" 'IRON PIN NO TAG PER RECORD OF SURVEY NO.1 4798. AC- M w n15 (R4) INDICATES RECORD DATA PER RECORD OF SURVEY NO.13536. m CEPTED AS THE INTERSECTION OF THE EASTERLY RIGHT OF WAY (R5) INDICATES RECORD DATA PER RECORD OF SURVEY NO.14798. OF THE A.T. & S.F. R.R. AND THE SOUTHERLY LINE OF SECTION 9. (R6) INDICATES RECORD DATA PER PARCEL MAP NO.17400. F2� 3/4" IRON PIPE WITH CAP "LS 4306" PER RECORD OF SURVEY (R7) INDICATES RECORD DATA PER PARCEL MAP NO.17935. NO. 13536. 38 2© rn (R8) INDICATES RECORD DATA PER CORNER RECORD NO.422. 2" IRON PIPE WITH DISC "LS 4368" PER PM17194. SHOWN W/DISC 3 0 SO (R9) INDICATES RECORD DATA PER CORNER RECORD NO.5782. "RCE 24783" PER PARCEL MAP NO.12549, RECORD OF SURVEY (s83-16149" Po 9697, 13536, 14798 AND CORNER RECORD NO.3717. RECORD OF SURVEY 14798 NOTES MONUMENT DESTROYED AFTER s83 16 MARCH OF 1992. A S WEET 16 17 NOTES MONUMENT DOWN 18" AT EDGE OF CONCRETE FOOTING FOR CHAIN LINK FENCE. DISTURBED AND NOT ACCEPTED AS THE SOUTHWEST- ERLY CORNER OF LOT 18 BLK F MAP NO. 1845. @ THE SOUTHEASTERLY CORNER OF LOT 18 ESTABLISHED BY THE SOUTHERLY PROLONGATION OF THE WESTERLY SIDELINE OF MELROSE ��� AVE. AT RECORD DISTANCE PER R.O.S. 8774. 4 S C DISTANCE EXAGGERATED FOR CLARITY. lit. D MONUMENT USED TO ESTABLISH LINE ONLY, GRAPHIC SCALE E TOTAL LENGTH OF THE EASTERLY LINE OF (DD3) IS 249.87' MEA- 100 0 50 100 200 300 SURED VERSES 250.00' DEED. SEE SURVEYOR'S NOTE ON SHEET 1. @ DISTANCES SHOWN TO AN EVEN FOOT REPRESENT THAT DISTANCE B STREET TO ZERO HUNDREDTHS OF A FOOT. (IN FEET) SCALE 1 100 @ DISTANCES SHOWN TO THE CENTERLINE OF STREETS ARE MEASURED 1 INCH = 100 FEET PERPENDICULAR TO SAID CENTERLINE. MONUMENT APPEARS DISTURBED. NOT USED FOR THIS SURVEY. SAN 11EGurro ENGINEERING, INC. R:\lDATA\4501\4501SHT_2DWG, Dt)TE101-13-99 256-392-07 4407 MANCHESTER, SUITE 105 AP NO: ENCINITAS, CA 7 53 2 PHONE: (760) 5525 SDE 4501 CIVIL ENGINEERING• PLANNING CALIF. COORD. INDEX 322-1677 LAND SuRvEyoRs