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2000-473253 RE-jCORD OF SURV Y MAP NO, NGS � CONTROL STA "HPGN CA --- ~ --..,_ 57 BASIS OF B,� 1107 FOUND 2 1/2" DISC INSIDE o 1 5 25 56 7ARINGS SHEET 1 OF 2 SHEETS 6 ALUMINUM ACCESS COVER o 54.62' GRID RECORD OF SURVEY1 NAD 83 N 1,992,291.232 T1E UNC `'�- -- E 6,247,272.613 0 � -� �` OF PORTIONS OF THE SW. 1/4 OF THE NW. 1/4 OF THE NW. 1/4 NGVD 29 ELEV. =311.4 MSL � Ri m OF SECTION 14, T.13S., R.4W., SBM., IN THE CITY OF ENCINITAS, PER ROS 14310 �' COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. E5 N r - � -_.,, (-�' NGS CONTROL STA LOMAX" Z �` ---O, FOUND 3 1/2" BRASS DISC "LOMAX 1973" IN BOULDER O)l NAD 83 N 1,981,547.828 LEGEND' E 6,303,011.301 J, NGVD 29 ELEV= 942'±MSL • FOUND POINT NOTED HEREON. PER ROS 14310 FOUND STD STREET MONUMENT STAMPED LS 5284 '1 FD 2" IRON PIPE W /DISC PER C.R. 4401. �� � . yt2al �� ���� �� STAMPED "GOB" PER LS 354 O SET 3/4 X 18 IRON PIPE W /CAP STAMPED IS 4306 . ROS 8347, 8599, 11718 & FD 5/8 IRON PIN PER LS 354, ROS 8347, 8599, 11718 12444 SEE SURVEYOR'S NOTE, SHEET 2. I & 12444. SEE SURVEYOR'S � �� NOTE, SHEET 2. (N89 °34'11 " W 5256.09' ROS 8599 JI REFERENCE DEEDS N88*50'49"W , ' � .....0 (TIE LINE) t .02 j 657.02'657 � � n`' w DOC. RECD 9 -20 -73 AS F/P 73- 265696 N11 *1 O'1 7 "W 4 �. 1314.04' j S w 2628.08' DOC. REC'D 11 -8 -74 AS F/P 74- 297471 & F/P 74- 297472. 54.93' �- FD CONC. MON. W DOC. REC'D 4 -5 -93 AS DOC# 1993 - 0207591. # o o� DISC LS 2806 PER ROS DOC. REC'D 8 -12 -99 AS DOC 1999 - 0560057. ° co .,�: '" 4922, 8599 & 12444. DOC. REC'D 4-28-00 AS DOC# 2000 - 0220773. '] I N SEE SHEET 2 FOR DETAIL OF c .-- N88 "W 1315.64' _ � � r. BASIS OF BEARINGS SW 1/4, NW 1/4, NW 1 /4 w µ~ THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA c� 657,82 0 , COORDINATE SYSTEM CCS 83, ZONE 6, GRID BEARING BETWEEN J r STATIONS "HPGN CA 1107" AND "LOMAX" AS SAID STATIONS AR E a' ! 0) 1 03 PUBLISHED IN THE NGS DATABASE AND ROS 14310 & WHERE co N 2 ESTABLISHED BY GPS OBSERVATIONS. I.E. SOUTH 79'05'25" EAST. p co . CID i 0) o QUOTED BEARINGS FROM SAID REFERENCE MAPS OR DEEDS MAY o� OR MAY NOT BE IN THE TERMS OF SAID SYSTEM. 7 c - 658.62' c�`+ ,It ao . 1317.25' N THE COMBINED SCALE FACTOR AT STA. "HPGN CA 1107" IS ©- rn / ,. N _� w It 0.99995091. (GRID DISTANCE = GROUND DISTANCE X COMBINED 0 88 53 57 W w 2634.49 .4- co 2A AA SCALE FACTOR) _ J - N S , II ui - � 03 cu N 2:1 i; 2 co w M p Z i cq : Z N o SURVEYOR S STATEM .. �. o M o THIS MAP � o � ° CORRECTLY REPRESENTS A SURVEY MADE BY ME OR 4 Z N E �, E j j 4 o o° UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS c� Q' 0? �; OF THE LAND SURVEYORS ACT AT THE REQUEST OF Lo 0 o N j rn W �" JOE CORDOVA AND MARK HUFFMAN IN APRIL, 2000. N � FD 2" IRON PIP N 00 ko �,p LAND , DISC RICE 13817 r �w •` W/ / n `- PER PM 7610 ROS o Q o o 8347, ROS 11718 & EXP. 6 -30-04 ROS 12444. Z E 1/4 COR. GORDON L. MCELROY, L.S. 4306 N0.M Q (N 89 °57 54" E X2640.86 ROS 8347) o ESTABLISHED PER TIE MY REGISTRATION EXPIRES 6/30/04 � �''� S 89'57'54" E, 2640.90' w w wTMMN --- - - --- � SHOWN ON ROS 8599. F o -- --- ------. ...wM,,..., Ll------ W�.M�. - --------- -ti. .�w � � OF SAL \E t 2647.82' W 1/4 COR. FD 2 --- -'"-�" 1320.45' �.,.,..�... M.... -- - ~� .�...., �...,, .�.,.. �..�.....�......�....�.,. w� ..w,....�....�.....�.�. .w,�.... ..�.....�..... �...� .�.........5 �, .�.,....�...,...�....,. w..w.. �....,...�... ,.�.. V..� �,.... N01'10'00 "E 48.70' IRON PIPE W /DISC LS 1320.45' - -- 3065 PER PM 1610 N88'57'04 "W 5288.72' (TIE LINE) (N00 °26'36 'E 48.70' ROS 8599) COUNT SURVEYOR'S STATEMENT1 & 7610, ROS 8347, (N89 °40'18 "W 5288.79' ROS 8599) N00'54'52 "E 13.23' 1 8599 & 13042. FD 3/4" IRON PIPE W/ THIS M4P HAS BEEN EXAMINED IN ACCORDANCE WI TH SECTION 8766 OF DISC RICE 9416 PER THE LAND SURVEYOR' S ACT THIS _, — _ —,____ DAY OF - 0'33'52 MAP 7662 & ROS 8599. CONVERGENCE AT STA. -r Lu _ "�' I - � _, 2000. AND HPGN CA 1107" o �5�� 3. GIB _ °N N , \ ' � PHILIP J. GIURBINO P.L.S. 4424 � Exp.: 9-30- ° � z r ENCINITAS COUNTY SURVEYOR \* 4- tip` �� z (5 0. c� z l w OF CAL\ Ld �� C) of m RECORDER'S STATEMENT N 88 " - � '44'54 W ..�. M,.,...�... � ..�. ...V......... ............................ .... V....._.... ,N,.., V,..� ....... ...�..,. .�,. c Z FD CROSS TIES ON 2653.98 0 FILE NO. � O � 3 c?.r3_____________ ° SEWER MH RIM PER FD 1" IRON PIPE SITE FILED THIS s'r DAY OF S'EPT�/!'►��i2. 2000, AT ° ROS 6870 11718 & W SD CO ENG DISC 0' CLOCK M. F 12444. / �.. I N BOOK 0 RECORD OF SURVEY MAPS AT PER CR 1295. SEE PAGE _���� AT THE REQUEST OF GORDON L. MCELROY. ROS 8599. 0 FEE: 10.00 GREGORY J. SMITH SCALE 1 " = 400' COUNTY RECORDER JIIIIIIIIIIII SEE SURVEYOR'S NOTE VICINITY MAP a 400 800 1200 ON SHEET 2 "� — � — S D UTY SAN DIEGUITO ENGINEERING, INC 4/21/2000 4407 MANCHESTER, SUITE 105 27 & 28 ENCINITAS, CA 92024 APN 259- 131 -1, PHONE: (760) 753 -5525 SDE 4409.02 CIVIL ENGINEERIN PLANNING u: / (DATA/ SURVEYS /4409SURV /4409.02ROS.DWG 8 -22 -00 3:39:17 pm EST J * CALIF. COORD. INDEX 322 -1683 (CCS 27) LAND SURVEYORS RECORD OF SURVEY MAP No* 16706 SHEET 2 OF 2 SHEETS N8865223"W 657-82' SURVEYOR'S NOTE: i. THIS SURVEY IS AGREEMENT WITH ROS 13042, ROS 9548 AND OTHER SURVEYS OF RECORD AND IN DISAGREEMENT WITH ROS 11718 AND ROS 12444, 0 WHICH WAS PREPARED BY THIS SURVEYOR, AND OTHER SURVEYS OF RECORD AS TO THE POSITION Lo I 2a � I 1 2' il yj I I -'I I yj SEE to OF THE NORTHWEST CORNER OF SECTION 14. IL r ROS 9548 AND ROS 11718 FOR DETAILED '!� o TREATISES REGARDING THE ACCEPTANCE OR 0) c� * :244i4j Atil REJECTION OF THE TWO MONUMENTS USED FOR SAID NORTHWEST CORNER OF SECTION 14. THE NORTHERLY MOST MONUMENT WAS USED ON ROS 12444 BECAUSE THE NORTHERLY LIMITS OF OCCUPATION FOR THAT PROPERTY AGREED WITH N88*5247"W 658.02' Lo THAT MONUMENT. IN ACTUALITY THE LINES OF 608.02' OCCUPATION OF THAT PROPERTY EXTEND TO AND 50.00 c " IN SOME INSTANCES SOUTHERLY OF A SOUTHERLY - 00 LINE OF THAT PROPERTY IF IT WERE ESTABLISHED o -c'J u') USING THE SOUTHERLY MOST MONUMENT. co c� U-) FD NAIL & DISC LS 04 00 rn It THE REASONING FOR ACCEPTING THE SOUTHERLY 2416 NO RECORD (o Lo C6 a A J U.J N74-39'27"W, 0.36' 04 Fl) 3/4" IRON PIPE W/DISC MOST MONUMENT FOR THIS SURVEY IS THAT THE v- r LEGAL DESCRIPTIONS FOR THE SOUTHERLY TWO If- LS 2416 NO RECORD co 0) PROPERTIES BEING ESTABLISHED HEREON WERE I N11*22'34"W, 1.26' SPECIFICALLY WRITTEN USING THAT POINT. THE N8802.5'08"W 608.150 o NORTHERLY PROPERTY ESTABLISHED HEREON HAD z REMNANTS OF AN OLD BARBED WIRE FENCE w 4k 0 00 RUNNING ALONG A PORTION OF THAT LINE, SO IN co 5.17 06 MY OPINION THE LINES OF OWNERSHIP OF THAT 1 0" W1 lq- N 88*53' W (D PARCEL WERE ESTABLISHED USING THE SOUTHERLY MONUMENT AS WELL. 00' w 0.55 00 50. 0 z clq N88*53'1 O"W 658.22' V) ROS 8347 WHICH ABUTS THIS SURVEY ON THE - \ % % co U? SOUTH UTILIZED THE SAME MONUMENT AS THIS 49 -p \ :;.' 0 :;.* 0 - 14- SURVEY AT THE NORTHWEST CORNER AND THE bc 0 o . 3? o z 0 WEST QUARTER CORNER OF SECTION 14, BUT USED T3 LA c-j co L=1 D=01 POINTS AT THE NORTH QUARTER CORNER AND •00 v- . L'4 " 5'29" Lo CENTER SECTION THAT WERE APPARENTLY clq ESTABLISHED USING THE NORTHERLY MOST R=851.00' 0 1 :3 -6 14 04 MONUMENT AT THE NORTHWEST CORNER OF SECTION 14, THEREBY COMBINING THE TWO 3.45' FD 3/4" IRON PIPE W/DISC SCHOOLS OF THOUGHT. BASED UPON A 0 LS 2416 NO RECORD CALCULATION OF RECORD INFORMATION THE N1 0.18 NORTHERLY LINE OF THAT SURVEY WOULD 0 ENCROACH INTO THE SOUTHERLY PARCEL SHOWN HEREON BY APPROXIMATELY 5.2 FEET. NO ° c 6 � \ :, 615-66 'to ' T MONUMENTS FOR ROS 8347 WERE FOUND ON THIS SURVEY. �Q� N88*53'34"W 658.42' (N89055'40-*'E 657.65' ROS 8347) 1c) kp o / (D 04 co -0*33952" CONVERGENCE AT STA. "HPGN CA 1107" N88*53'57"W 658.620 co Ln O 4j SCALE: 1 99 = 601 0 60 120 180 SAN DEGUITO ENGINEERING, INC. 8/22/00 4407 MANCHESTER, SUITE 105 ENCINITAS, CA 92024 APN 259-131-27 28 PHONE: (760) 753-5525 SDE 4409.02 322-1683 (CCS 27) CIVIL ENGINEERING PUNNING U:/IDATA/SURVEYS/4409SURV/4409.02ROS.DWG B-22-00 3:39:17 pm EST CALIF. COORD. INDEX LAND SURVEYORS