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2002-378078 r 1739 RECORD - OF SURVEY NO . ��n ■a�mn SHEET 1 OF 7 SHEETS PROCEDURE OF SURVEY: THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE CARLSBAD CITY RECORD OF SURVEY BOUNDARY AT TEN SPECIFIED LOCATIONS ALONG MAJOR ROADS. Th +''E U V 0 RLS D BOUNDARY IS ESTABLISHED FOR GEOGRAPHIC INFORMA (G /S) OF THE CITY BOUNDARY OF THE CITY OF CARLSBAD AT TEN ROADWAY INTERSECT IONS PURPOSES AND IS BASED ON THE HEREIN REFERENCED ANNEXATICIAl' IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. DOCUMENTS AND TIES TO THE NEAREST RECORDED MONUMENTS f (t./ND AT EACH OF THE 10 LOCATIONS. THESE BOUNDARIES HAVE BEEN i LOCATED AS DEPICTED ON THE ADJACENT MAPS ONLY ,AND NO ' :_,_ °'ORT BOUNDARY INTERSECTION HAS BEEN MADE TO VALIDATE THE PROCEDURE FOR LOCATING ThIE' i';ITY SURVEYORS STATEMENT BOUNDARY AS SHOWN ON THESE MAPS. A MORE COMPREHENSIVE SURVEY WHICH ESTABLISHES THE UNDERLYING SECTIONS AND R4h'6'fiOS THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION MAY IN SOME CASES RESULT IN A DIFFERENT OPINION AS TO THE d'RUE IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S LOCATION OF THE CITY BOUNDARY. / II �.,� ACT AT THE REQUEST OF THE CITY OF CARLSBAD FROM JULY, 2001 TO AUGUST, 2001. AFTER DETERMINING THE CITY BOUNDARY CROSSINGS THIS SURVE' :::::ET REFERENCE MONUMENTS ON THE BOUNDARY AND IN THE CONSTF,!',lC'TED ROAD FACILITIES TO LOCATE CITY LIMITS SIGNS. ND SO LOCATION 2 LA CARLSBAD CITY BOUNDARY .LOCATION 3 LOCATION 1 REFERENCE & JEFFERSON STREET CARLSBAD CITY BOUNDARY �� S F c �� & EL CAMINO REAL ° z ANNEXATION: CITY OF CARLSBAD INCORPORATION DESCRIPTION NORTH / A } �� LOCATION 4 _1 __ _ ' Si 3O OZ • L.S. 6215 '...ALONG THE SOUTHERN AND SOUTHEASTERN \ y 8 CARLSBAD CITY BOUNDARY DANA MICHAEL SEG IN L.S. 6215 J , Exp. 3 -31 -06 BOUNDARIES OF THE CITY OF OCEANSIDE AS THEY -� & COLLEGE BOULEVARD EXISTED ON FEBRUARY 14, 1952; - EXP. 03 -31 -06 CITY OF OCEANSIDE ORDINANCE NO. 666. J - \ y F OF C A_ \F LOCATION 2 REFERENCE `�' BASIS OF BEARINGS ANNEXATION CITY OF CARLSBAD INCORPORATION DESCRIPTION LOCATION 1 n `A T THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD'83 CALIFORNIA CORDINATE _ CARLSBAD CITY BOUNDARY v A SYSTEM ZONE 6, 1991.35 EPOCH GRID BEARINGS BETWEEN FIRST ORDER STATIONS JJ ...ALONG THE SOUTHERN AND SOUTHEASTERN & CARLSBAD BOULEVARD \ o AT EACH LOCATION AS COORDINATES ARE PUBLISHED IN RECORD OF SURVEY MAP BOUNDARIES OF THE CITY OF OCEANSIDE AS THEY EXISTED ON FEBRUARY 14, 1952; N0. 17271. CITY OF OCEANSIDE ORDINANCE NO. 652. �► (7 NOTE.• LOCATION 3 REFERENCE. `�� U � � ALL MEASURED DISTANCES SHOWN HEREON ARE "GRID" ANNEXATION. CITY OF CARLSBAD INCORPORATION DESCRIPTION �/ I p � ALL REFERENCED DISTANCES SHOWN HERON ARE "GROUND" ... SOUTHERLY LINES OF R. S. 111 AND VISTA WAY.." ✓ � � I LOCATION 5 ' :+ CARLSBAD CITY BOUNDARY / TO OBTAIN GROUND DISTANCES DIVIDE THE GRID DISTANCE BY THE MEAN COMBINED . & PALOMAR AIRPORT ROAD GRID FACTOR FOR EACH LOCATION AS NOTED. LOCATION 4 REFERENCE. '�- — ._. � ANNEXATION: CITY OF CARLSBAD ANNEXATION EAST 2.2 COURSE NO. 4. �.. i LEGEND INDICATES CITY BOUNDARY LOCATION 5 REFERENCE ROAD I \ INDICATES BASIS OF BEARINGS TIE LINE ONLY. ANNEXATION: CITY OF CARLSBAD ANNEXATION EAST 2.3 & DE ANl\IE:; :Y —� �J J C I r--� �� ® INDICATES A FOUND FIRST ORDER CONTROL STATION PER R.O.S. EAST 2.32 (NORTH OF PALOMAR AIRPORT ROAD). ��, �� J -- ) J \ �� F �� 17271. CITY OF CARLSBAD ANNEXATION EAST 2.6 �, - \�J j , �� J (ACROSS PALOMAR AIRPORT ROAD). `-\� \, INDICATES A MONUMENT FOUND AS NOTED. CITY OF CARLSBAD ANNEXATION EAST 2.11 � � 000 (SOUTH OF PALOMAR AIRPORT ROAD). ✓ t 0 A INDICATES A STREET WELL MONUMENT FOUND AS NOTED. o O INDICATES A LEAD & DISC STAMPED L.S. 6215 SET IN THE TOP OF LOCATION 6 REFERENCE CURB AS A PART OF THIS SURVEY, UNLESS OTHERWISE NOTED. ANNEXATION: CITY OF CARLSBAD ANNEXATION EAST 2.34 00 COURSE NO. 8 - SOUTHERLY LINE OF LOT 14, RANCHO LAS ENCINITAS ' MAP 848. � I �► $AT I OU I T05 I I � LAGOON cOS COUNTY SURVEYOR'S STATEMENT LOCATION 7 REFERENCE , THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE LAND i ANNEXATION: CITY OF CARLSBAD ANNEXATION EAST 2.34 Q \ LOCATION 9 Of SURVEYORS ACT THIS Z nd_ DAY OF � �, 2002. y CARLSBAD CITY COURSE NO. 5 - WESTERLY LINE OF LOT 13, U LOCATION 10 BOUNDARY & RANCHO LAS ENCINITAS, MAP 848. CARLSBAD CITY BOUNDARY & COAST HIGHWAY 10 ,1 INTERSTATE HIGHWAY 5 LOCATION 8 REFERENCE: / e o z d .1. � '�• LOCATION 8 Z � / O O ANNEXATION: CITY OF CARLSBAD ANNEXATION SOUTH 1.40 HO NDARY & EL 1 / Exp. 9 - 05 PARCEL 4 COURSE N0. 25 -FREE CALL ACROSS CAMINO REAL UTH) 7 FRACTIONAL SECTION 2, T 13S, R4W, SBM. �Q- 2 • LS4 LOCATION r- CgL1F 9 p OQ� PHILIP J. G/URBINO F LOCATION 9 REFERENCE. CARLSBAD CITY BOUNDARY k\ � L�� L. S. 4424, COUNTY SURVEYOR & OLIVENHAIN ROAD � --� ANNEXATION: CITY OF CARLSBAD ANNEXATION SOUTH 1.40 0 5000 10000 15000 20000 LO CATION '°� 1 RE CO RDER'S STATEMEI�'T PARCEL 4 COURSE NO. 33A - SOUTH LINE OF LOT !:;a CARLSBAD CITY BOUNDARY '' RECOR OF SECTION 33, T12S, R2W, SBM. SCALE 1 "- 5000' � , � �� &RANCHO SANTA FE ROAD � F 1 1J ��� J , J r� ` L� FILE N0. LOCATION 10 REFERENCE. FILED THIS 0.3 DAY OF __- A;4 -- ---- 2002, AT _1 _/-3 ANNEXATION: CITY OF CARLSBAD ANNEXATION SOUTH 1.40 O'CLOCK, AM. IN BOOK OF RECORD OF SURVEY MAPS AT PAGE 73 F> AT THE PARCEL 4 COURSE NO. 38 - PROLONGARON OF REQUEST OF THE CITY OF CARLSBAD. NORTHWESTERLY LINE OF THAT 60' ROAD EASEMENT GREGORY J. SMITH CONVEYED TO MILTON AND AUDREY NIMS BY DOC. COUNTY RECORDER . RECORDED 4 -29 -1976 FIN. 76- 127564 O.R. SHEET- BY.- `� /� - - - - -- - - - -- NOTE: THE ABOVE REFERENCED ANNEXATION DOCUMENTS FOR DEPUTY LOCATIONS 1 -10 ARE AVAILABLE TO THE PUBLIC AT THE FEE - NO FEE PER GOVERNMENT CODE SECTION 6103. RESPECTIVE CITY CLERKS OFFICES. HUNSAKER & ASSOCIATES SAN DIEGO, INC. # PLANNING - ENGINEERING - SURVEYING 10179 HUENNEKENS STREET - SAN DIEGO, CA 92121 CCI 386 -1683 (858) 558 -4500 - FAX (858) 558 -1414 R: \0234\ &Map \RS Boundary Sht 01 . dwg [ 1891 ]Ap - -1 1 -2002: 08: 24 W.O. 2322 -3 RECORD OF SURVEY NO . 17392 SHEET 2 OF 7 SHEETS LOCATION 1 - CARLSBAD BOULEVARD -- - - - - - - -- - - - --- - - - - - - - - - - - 40 0 40 80 120 i FD. 1 'ST ORDER CONTROL STATION, 2.5" I - -00016M DISC IN CURB STAMPED "CLSB -140 L .S. MEAN COMBINED GRID FACTOR FOR 6215" PER R.O.S. 17271. I LOCATION 1 = 0.99996163 �j I SCALE 1 " = 40' N. 2009635.27 E. 6223139.00 I DIVIDE GRID DISTANCE BY THE MEAN COMBINED GRID FACTOR TO OBTAIN I x GROUND DISTANCE. H o k \t� 04 _ z cl D -, A C' E L Vl P - 1 - 1 OF' 8 z PAF I -�j�L J\jl A 0 cv MAP 622 �' �� w CC) R? al ca 10 q P A (C 2 L P AR C L 1\jl A P _ _ I N SET 112'X18" REBAR r r Z ¢0�8 ` l 1 V Gs W/ TH 1.5 " ALUM. CAP _ / \ CTY 0 F 0 C E A N S I D E 26 `_ FD. 314 IRON PIPE n� MARKED "L.S. 6215" \ T _ _ �-, I MARKED IS 3056 J N 89 2737 "W 547.13' PER PM 11758 I 77.83 r - r� J (N 89 °45'40 "W 547.25' PM 11758) `� �� N 89°2745 "W 9795' Q FD. 314 IRON PIPE CITY OF CARLSBAD MARKED IS 3056 _ Q PER PM 11758 ~ � � r � � J _ ` J FD. 1'ST ORDER CONTROL STATION, 3" J J F J'��J ~j 1 ] \l J , SD. COUNTY DISC IN SIGNAL BASE STAMPED OC -155 PT. NO. 129 PER R.O.S. 17271. N. 2005601.53, E. 6223329.97 LOCATION 2 - JEFFERSON STREET �' r LEGEND ( THIS LOCATION ONLY FD. 2 "IP RCE 27732 0 ( ) INDICATES RECORD DATA PER PM 15975 MEAN COMBINED GRID FACTOR FOR tK ACCEPTED AS NE COR. "� .���� UNLESS OTHERWISE NOTED. LOCATION 2 = 0.99996183 SEC. 31 ON MAP 13894 Ga FD. 1 " IRON PIPE D� 4j1 AND PDC S R. 0. S. \ O � T� '\ '� DIVIDE GRID DISTANCE BY THE MEAN r G 2 6 I =, ~ , ,., "�° 1 �� � � STAMPED "DIV. HWYS. " �. P ^��° COMBINED GRID FACTOR TO OBTAIN =� ~ � J � � Q�,i I G �' PER M.S. 735 � A '� �i �/A � � � ,y� � c:)- GROUND DISTANCE. J~CJJJ Jr _JG/J - .v � T' IJ J��JJ N \ 1 ') ,) �� �� - PO ,�' 'S �� Q R ONTROL INV2 .� J FD. 1ST ORDE C STATION, 2.5 �� ° �� FD. 3/4 " IRON PIPE 5� DISC IN BRIDGE STAMPED "CLSB -086 L.S. N I T _ _ 4 1 � E : ) l �' � N 61 44 09 W STAMPED 3189 6g V O 42.50' I.S. " 1 6215" PER R.O.S. 17271. 's '� N 62 °23 33 W �� O PER R.O.S. 13695 � R 0 N. 2011042.48 TRH ''' 42.50 PER MS 735 / h �� ACCEPTED HEREON. ° 3' 2 0 ,g3 • PER E. 6231589.56 �'?' �, �� w� X 9 �- „ �2 SW COR. OF NW 1/4, NW 1/4 SEC. 31 AS 662 0 0 ° 3 3 h I ESTABLISHED BY BREAKDOWN OF SECTION W ,,C�,�� / \ R�� 6° N 36 AS SHOWN ON PROPOSED RECORD OF ,� / 6 00 p I SURVEY PREPARED BY PROJECT DESIGN / » h / \ 5 �� ,l Z r o SET 1 2 X 18 REBAR CONSULTANTS ENGINEERING COMPANY AL CAP °� °� /� \ �R " 32 �575.05 z � " M. � � / c� "1 - � \�' � y 8 18 E ,_- --- / 1 (PDC), W. 0. 1497, FOR THE BUENA VISTA "L. S 6215" N 5.1 CITY OF 0 MARKED WITH 1.5 LAGOON FOUNDATION. 84. 1 ' 65.93' 1 1366.40 \ / N 89'05'07 "W I N 89 °05'07 "W 1414.13' / 126.86' � NW. COR. I N 89 °05'07 "W 3918.64N89' 14E J91910' ' ' / (126.86' CALC. PER R.O.S. 13695) / i (N8,9'44 W 2505. 16) -- b-- r7 I MAP 1136. ( .P R MAP 1136) / i / CI TY 0 CARLSBAD 1\ / --�- -- to Lc I L� 1 / -3) r/ / / N L J T o Y �� co o, cQ 4) W. _ z 1/4 COR. SEC. 31 A \� No-i J J O 2 5 6 v - 3 ESTABLISHED BY �S �- � 40 to E � �� � �, � _ O �, w PROPORTION ON PDC / Q / ° / � I R.O.S. u FD. 1 'ST ORDER CONTROL STATION, 2.5" DISC IN BRIDGE STAMPED "CLSB -128 L.S. O I 6215" PER R.D.S. 17271. / Ln N. 2010619.20 / o I SW COR. SEC. 31, E. 6227989.32 r 1 S I N PER PDC R. 0. S. Ci J I s) - CJ J 40 0 40 80 120 r1, E I SCALE 1" = 40' HUNSAKER & ASSOCIATES SAN DIEGO INC. LOCATION 1 AP N 155 -034 PLANNING ENGINEERING SURVEYING 10179 HUENNEKENS STREET - SAN DIEGO, CA 92121 CCU: 386 -1683 LOCATION 2, APN 156 -301 (858) 558 -4500 - FAX (858) 558 -1414 R: \0234\ &Map \RS Boundary Sht 02.dwg[ 1891]Apr "'5 2002:13:18 W.O. 2322 -3 RECORD OF SURVEY NO , 17392 SHEET 3 OF 7 SHEETS LOCATION 3- EL C REAL (NORTH RECORD DATA PER M.S. 851 LEGEND (THIS LOCATION ONLY) M r r I � � \ � 3 0 ( , 2� NUMBER DELTA _ RADIUS LENGTH NUMBER DELTA RADIUS LENGTH 819.55) - \ 87 C 1 112'09' 13" 50.00 97.87 .:' ,, _ C 1 112'09: 1" 50.00 97. ( )INDICATES RECORD DATA PER M.S. 851 � J ", U 74 .40 l , 8 19.55 \ EP , , J I r -�; „ < > INDICATES RECORD DATA PER R.O.S. 5430 ;J J A � (N • 17 02 E \ \ C2 117 38 54 50.00 102.67 C2 117 38 54 50.00 102.67 ��� N 75 EC4 28 °53' 1' Vii' "' 250.00 126.05 C3 2853' 10 " 250.00 1 2 GIRV 6.04 4 INDICATES FOUND RAILROAD SPIKE �1 . , (225.5 01'04 1'' 600.00 11.32 WITH PUNCH PER MS 851. 22 z i sry - 8.2 CENTERLINE INTERSECTION OF RECORD DATA PER R.O.S. 5430 INDICATES FOUND 1" IRON PIPE v z HWY. 78 & EL CAMINO REAL NUMBER' BEARINc:;7 DISTANCE NUMBER BEARING DISTANCE "DIV. HWYS" PER MS 851. 66.81 cx� \ I ESTABLISHED BY RECORD DATA \� O CY L 1 N 29' 1.;� ���" 1 " W 72.21 ' L 1 N 2955'45 " W 72.21 ' <N74 '3gA a\ � ' � PER M.S. 851. `� 1� � � o L2 N 75'1 Ci'10" E 829.35' L2 N 743946" E 827.74'* 6 • 72 1 166. \� ` SET SPIKE AND WASHER 1 � � 'Irt CALCULATED , __ 80 10) _ . 8 00 _266 7 MARKED I.S. 6215" IN CA HIGHWAY RAMPS. \ O (N 89'41'28 "E) '50" R= 2977. 7 `0 07,59„ � = 15 00 _ N 89 '42'08 "W ( - I 326.97'- .._._... - - A =09 ' 52 ' L = 513.38 , I Z v, L= 513. i )0'1752 "E 105.08' I I °, f -� W / O TO \BSOS, E 30 23 E 105.08 > I ° I �; t " , > o ,� E 3 2 „ <N 89 327.03 > I _ CZ w 6 78 05 N 89'42'08 "W 326.97' I m 6 T 79 7 8' CA�C�- 118 6 3 pN• E SN TN - _ _ _ _ _ _ MON. USED TO I . _, 74 . 3 9 4 p „ 796• „ 82 7 74 0' - i ES�pgER��NE �Y <N 7 5.16 1 4.39'46 Q i GENE 1a <20 08> N �� s >• -- -L _ ESTABLISH r OF N 7 '� 76 C, s , H ENTERLINE i 5 <N 3 34 E �' 6 : 5 9 _ - -___� _WY 78 ROW PER �. C 78 8293 N 76 0 ,^ 00 H 7 19 �9� - - M.S 851 p�• WY• 1 5 .16 10 � ;'� "'� ¢�9 ----------------- - - ---� _ V 773.1 ' - - .21'22 "W 4 264 . 61 H 44 .0 ` 3 6 9 6 N 75 o FD. 1ST ORDER CONTROL 0 R= 39> G 1 GS „ 570.00 L =3 75 . o F B �EA IN o z c0 ® x STATION, 2.5 DISC /N 39 B S I S 3 Q C - CONCRETE STAMPED 0 c 6 " rn FD. WELL MON. STAMPED �� o o a i o CLSB -085 L.S. 6215 .44 R =60. 00 ' L= 383.82 o » » 0 » Qo RCE 13817 co t Z PER R.O.S. 17271. 00 " R =600. 00' L =395. 14'> (N 87'30'00 "E 167.06') PER PM 4838. - o ; ti N. 2010994.57 5 3 . N 88'06'58"E 167.06' ,` z , � - o M w I 39 �\J'�'� 1 �� N vv J = =! L 5 0 Oi E. 6235853.90 r-J f-) :-;) AIL R 0 9 J O N :� .: SEE �� X 35 H A YMA DRIV `, �) 'I 1 ~, MEAN COMBINED r� ' r> GRID FACTOR FOR CE N TERLINE OF VISTA WAY I �' r �� 1 J 0 0 _ •� � CE �1 �� �J .� J � ESTABLISHED BY RECO I LOCATION 3 - 0.99996096 TIONSHIP TO FOUND I ' RELA _ _ - 851_ _ - _ / C I RAILROAD FD. 1 'ST ORDER CONTROL SPIKES PER M• S• 1 \ �+ DIVIDE GRID DISTANCE BY THE MEAN COMBINED GRID FACTOR TO OBTAIN - " ®I/ I STATION, 2.5" DISC IN BRIDGE / GROUND DISTANCE. Y / \ S$ I STAMPED "CLSB -086 L.S. 6215" O I I PER R.O.S. 17271. ° G3 L 2 Y I I E. 6231589.56 1./ 1 0 0Fij O I o 100 0 100 200 300 DETAIL 'A " SCALE 1 " = 100' NOT TO SCALE LOCATION 4 - COLLEGE BOULEVARD FD. 1 'ST ORDER CONTROL STATION, 2.5" DISC �� ,T �T GS i - j- 1- IN WELL MONUMENT STAMPED RCE 26433 � �� 2 BAS OF B 1 I FD. 1 ST ORDER CONTROL STATION, ' , � 1 2" DISC IN AC STAMPED "V2021 P " T. l °� PT. NO 91 PER R.O.S. 17271. I N. 2009295.68 'n o� _ E. 6240551 - ' � _o ��, 1 0 - N 74'1 1 31 E 4122.7l ' I \ A l _ _ 1 I NO. 83 PER R.O.S. 17271. / o� o y �Q ° j , J ,J 1 :� I I N. 2010418.76 o E. (� 6244518.01 D - D A \ 1 , H 0 A G I A B FD. 2 IRON PIPE 10 �\1 A Ail �� p 2 �, -�,�� � Q �� J CITY OF ' 0 C E AN S I D E ' -� I " >> ,, MARKED L. S. 3189 I r � l °' W PER MAP 99'35. J : J r� :J J sj I J J J J U H© o �\ J (N 89 19 35 E I PER R.O.S. 9336) I N 89 °25'4 ") II :: 1903.48' (N 89° 19'07 "E 1903.53' PER R. 0. S 9336) I N 89 °26'08 "E 767.86' I (N89° 18'35 "E 768.09' PER 'MAP 7151) 79. 18' I (`� I N 89 °25'48 "E 2671.34' J J �J 12� � J I ,_ �� CITY OF CARLSBAD FD. 7 4 ,014?r - I T / MEAN COMBINED GRID FACTOR FOR MARKED R.C.E. 6486 L J CC R A (C T � J J -1 8 LOCATION 4 = 0.99995039 PER MAP 6388. _ r -- )( - f I \ i t 1 h� J r �� . J J J J DIVIDE GRID DISTANCE BY THE MEAN P J - J �`L � r COMBINED GRID FACTOR TO OBTAIN I �. T - 14 6 I\,l �\ r' - 1 2 9 5 1 GROUND DISTANCE. I , J J J J I L 0 J J J 40 0 ' 40 80 120 I � / ` 1\,1 A -P 9-9 r� SCALE 1 " = 40' HUNSAKER & ASSOCIATES SAN DIEGO, INC. PLANNING - ENGINEERING - SURVEYING LOCATION 3, APN 156 -302 10179 HUENNEKENS STREET - SAN DIEGO, CA 92121 CCU 386 -1683 LOCATION 4, APN 168 -110 (858) 558 -4500 - FAX (858) 558 -1414 R: \02.34\ &Map \RS Boundary Sht 03.dwg[ 1891 ]Apr - -'0 -2002: 16: 17 W.O. 2322 -3 RECORD OF SURVEY NO , 17392 SHEET 4 OF 7 SHEETS LOCAT1[1(,1')N 5 - PALOMAR AIRPORT ROAD LOCATION 6 - RANCHO SANTA FE ROAD FD. CST ORDER CONTROL FD. 2" IRON PIPE STATION, 2.5" DISC IN 100 0 100 200 300 MARKED "L. S. 4611 " PER WELL MON. STAMPED IS FD. WELL MON. R. 0. S. 12420 PM 18182 3189" PT NO. 5 PER 'RCE 22428" PER R.O.S. 17271. 0,1 SCALE 1" = 100' p \ I _ N. 1969098.21 ��0 R. 0. S. 14809. r`� � -r' E. 6254410.40 � / �-. �� _ l � r> � � (� ' ( J r j � r,_)A jv ,�-JJ FD. WELL MON. RICE 26433 PER � ' -`� ° °� � _., 1 ��J 1 _/ zl r � _ � R.O.S. 14768, SEE MAP 13833. 0 ��9 , 10 -� I J J J `� �• D� 'l-' A :J ��J J��JJ ��� ;J H N o I Qv I rl <J r ))) r //) 0 °0 o 0 f2 o o ,� ,,�, - BASIS Q o 4.4 0 �, I Q W Z , ph•, D� OF t - � x ° c o o ° �4 11 1 °• I Q ` ''� •� v N 75.4 0'17' - - I `' S I 7' N I \ 457 4.58' - r� J 0J `J J I JJ J 2 � W 1' �`r)� DETAIL A N N NO SCALE o ^� i v rn FD. CST ORDER CONTROL \ ^ l •° o I I ° - °� Z o ( Z ► ( r > �' �' - / it �� STATION, 2.5" DISC IN I T ^ I c M �l ^ �J J �J J 1 1.� J J I +J J ���111 ,�0 \ CONCRETE STAMPED 2" BRA::S DISC PER N o I O N \ "CLSB -006 L.S. 6215" PER R.O.S. 17271. PM 18C)0'�' NOT FD. •°o °o I N ') _ W N. 1967966.09 LEGEND THIS LOCATION ONL z I \ +\ Z E. 6258842.68 I 2\ ( R 1 - INDICATES PER PARCEL MAP 18182 (,R' == 3000.00 --J � \ 0 'Jill. s I � "'-+ SEE DETAIL BELOW I r'- L == 46.33 PER) gP R R � R.O.S 12232 &MAP 13833) 9.25' ,, A =00 53 06 '� �� 0 6 , \ R -3000. DO FD. 2 IRON PIPE 5 3 L =46.33 �� MARKED "L. S. 6896" PER �` _ l �� 5�1'(N 1 0 ,,�5• d' \ 2 PM 18182 Z/ J �° Q 2262. (2262.21 'CALC. PER R.O.S. 10023) / 1 S � � � � 44 10556) D '� (292.07' PER c O A N _ _ 29 2358.91 2 - - ' � - - - - _ - (2358.99' CALC. PER R.O.S. 10023 Q l / - -- , 2 (N 87 2651.08 PER R. 0. S. 10023) N ' 6 6 A,.I .�-- FD. 2 IRON PIPE 87° 18 20 E 2651.01 R � ,_.� i `.�� FD. 2" IP. 5871 13912, „ / R CE 12446 PER PER MAP 13 O M A K R. 0. S. 14809 - / - / / SE COR. .i 833) ' / WAL �J/�i -� l J1 " �J/�r� I� I :� I �:J ACCEPTED AS P L' 768 _ , ' C IN SIDEWAL I 40 . PER 0 MAP R S• 14 LEAD & DISC 679 P ER I LOT 14. "RCE. 6404 454• , PER "'' .. / Fp• L „ 18 OF LINE- PER R.O.S. 14809. 4.12 34 „ 455. 1 54. °; / MAR 7' WEST (N 74' 11 16 E ' 11 E 4 `' _ 13822, 0.2 Ool / (N N 'I , � P MEAN COMBINED GRID FACTOR FOR � / �� 0 � LOCATION 6 = 0.99996269 J � • �' DIVIDE GRID DISTANCE BY THE MEAN V I s`) C r r> -�. k, J COMB /NED GRID FACTOR TO OBTAIN Q GROUND DISTANCE. �- LL1 0 J__j r4l s • . Z Ae , S EE DETAIL A / ' �A,4 I .0 5ts C' `�� ° s�� ^�`a �' FD WELL MON. cc RCE 22428 " PER Q R. 0. S. 14809 - lii� MEAN COMBINED GRID FACTOR FOR ` /';/ `L�' N LOCATION 5 = 0.99994473 ',�' ,� �. Q+ �u o CID < � DIVIDE GRID DISTANCE BY THE MEAN ( ( N z3 CN tt1 / z COMBINED GRID FACTOR TO OBTAIN � D�' o o W �° tt1 O A FD. WELL MON. WITH 3" DISC GROUND DISTANCE. / _ I � o o (BLANK) TIED IN CENTER OF P 0 "' 0 DISC, ACCEPTED AS POINT ON 9 0 Lt c� 2�, s ue• .o / o o `� SOUTHWESTERLY R/W OF s s 0 6 �� co ,� , RANCHO SANTA FE ROAD �. 0� . s F o / :� , ? z O Lt tt L) w INTERSECTION WITH AVENIDA LA ,p � s , c �, O POSTA PER MAP NO 10556. 2 � , 'f'l s �c� 8 ��\, ��00 0°�• ® Q'01 1 8 0 �, p`b 0 �0 . 1 _40 -P y0ss 9J F� 0 / q �F ��9A� . s, ��� \ ''��0� .� �rrh 000 X01 I CE) 'Po o9J 0 0p D6 '� rr `a Ntk / FD. 1 'ST ORDER CONTi 'C71'.. STATION, 2.5 " DISC q� •o oss6 D ,D� 0�� �0 r 0 • IN CONCRETE STAMPED ' -074 L.S. 6215" L 1 ,fs J c � `o Q �9 1 g " R EBAR / PER R.O.S. 1,7271. �s,� �o.� �° \ �' Q�� SE T 1/ X AT OM. CAP / N. 1990876.53 �q Fti �. 48.39 , 1 5.. 15 E. 6260163.58 FD. 2" IRON PIPE " ci �s9, 26.63 WMARKEp �, 62 L.S. / MARKED L.S. 3189 PER �' CITY OF CARLSBAD R.O.S. 9112 ' v N 89 ° 05'37 "b''' 1513.47' N 48'20'51 "E CITY OF ENCINITAS 40 0 40 80 120 DETAIL 0 2 ' N 87-18'20"E 2,358-91' - -� NOT TO SCALE '�Al o 4 FD. WELL MON. SCALE 1 " = 40' o p � 1 o "RCE 22428" PER R. 0. S. 14809. v oN n a HUNSAKER & ASSOCIATES SAN DIEGO, INC. LOCATION AP N 2 1- PLANNING - ENGINEERING - SURVEYING 5, 2 661 LOCATION 6, APN 264-010 10179 HUENNEKENS STREET - SAN DIEGO, CA 92121 CCU 386-1683 (858) 558 - 4500 - FAX (858) 558 - 1414 R: \0234\ &Map \RS Boundary Sht 04.dwg[ 18911Ma' -(.)1 -2002: 08: 43 W.O. 2322 -3 RECORD OF SURVEY NO. JL 39 2 SHEET 5 OF 7 SHEETS LO( '7 - OLIVENHAIN ROAD LOCATION 8 - EL CAMINO REAL SOUTH I , \ i \ FD. 1 'ST ORDER CONTROL STATION, 2.5" DISC IN WELL MON. STAMPED , RCE 22606 PT NO. 14 PER i Q Q N I \ R.O.S. 17271. i I Z I \ N. 1971358.23 I ] \,J A P N „"�' 6L I \ E. 625276787 ' " N 6, \ FD. LEAD & DISC IN �; CITY OF CARLSBAD o ► \ SIDEWALK RCE 23956 O' Q PER MAP 11018 Q� Q � (N88 "E PER MAP 13333) Z- N 88 "E 1887.32' 5.79' 140.71 ' \ • 40.21 ' 76.61' (1746.60' PER MAP 13333) I N N 88'2253 "E \ ' 15.21 ' I (N 0 N 02 53 4 5 w 40.24' PER MAP 14012) \ CITY OF ENCINITAS I h 8.16 CARLSBAD 3 24 3 i ' FD. BLANK DISC \ o z I IN WELL PER \\ I -ENCINITA S L / Y LINE OF LOT 13 _ _ \ ► RS 1800 -1. �� N NORTHER — Q) 02 W __�____ RS -1631 _ - 5.00 _ s_454 I \ 18 \ I — N J� JJJJ II 45 ' \ OLI VENHAIN ROAD / \ T " DIS+; / o FD. 2 \ L (`1 WELL "RCE .2... "956" � :� I \ PER MAP I' c..7 / Lc) — / SET 112 X18 R I N J J J WITH 1.5" ALUM. CAP N I O MARKED "L. S. 6215 of \ I °o U) )) \ W h % 80.00' WIDE EASEMENT FOR PUBLIC I �' c L J r/ UTILITIES AND ROAD PURPOSES IN \ I � 3 N) m z \ / FAVOR OF CARLSBAD TRACT NO. 98 -02 MAP NO. 14012, PER DOC. I ti z s \ / N 1999- 0254777 0. R. QL t a _ - r � N � ���1 - 1 � J � ..J �j\ r•., " o \ � I co w car 10 � moo N MEAN COMBINED GRID FACTOR FOR 2 -) - o LOCATION 7 = 0.99996269 \ F 1 ]V F- \/ \ ------------------ - - - - -- I -A FD. 1 'ST ORDER CONTROL O DIVIDE GRID DISTANCE BY THE MEAN f , O COMBINED GRID FACTOR TO OBTAIN \ STATION, 2.5 » DISC IN Ln `o \ / I, cV GROUND DISTANCE. WELL MON. STAMPED I S o '�.� / 3189" PT. NO. 5 PER z C, R.O.S. 17271. �--4 ` / E 1969098. x MEAN COMBINED GRID FACTOR FOR O \ 6254410.40 E- L OCATION o ' LOCATION 8 = 0.99996341 �►+ `� FD. 1 ST ORDER CONTROL 00 J �� \\ Z ' \ J :® A STATION, 2.5" DISC IN DIVIDE GRID DISTANCE BY THE MEAN a o CONCRETE STAMPED COMBINED GRID FACTOR TO OBTAIN �' F co— _ BASIS 'CLSB- -006 L.S. 6215" GROUND DISTANCE. I n � \ \ CO 0 BE P ER R.O.S. 17271. �+ co 4W N 75 NGS N. 1967966.09 , 4 JVJ�I J J l 0 c) W `� 0 171ti 4574.58'_ E. 6258842.68 — 1= L:��. 314 IRON PIPE of .,E 27732" PER r I161P 14012 ! --_ - - -- 30.19 FD. SD. COUNTY n - \ C x.1,7' PER MAP 14012 — V N 84'39'31 "W 3354.11 ' ^�� \ (3 ' \ / DISC IN WELL PER ✓�� \ \ I A /irl r J f� J 1 RS 1800 -1. � \ FD. 2 IRON PIPE - ` J "RCE 277J2" PER LE UC O �� \ F D , 'sr \ MAP 14012 ADIA BOULEVARD �1y, I �'� \ 2 5" OR DER CL o� SC /N C p co /VTRC ST v 172 4 �, S 6 CRE TE STq 1 CN \ N. 1g 2 1 5 PER E� \ 40 0 40 (;► ..... 120 '�"�' E. 62S 959 69 �' ° S \ I \ 923 82 \ SCALE 1" = 4.0' I 100 200 300 0 100 � \ �J n SCALE 1 " = 100' HUNSAKER &A SSOCIA TES SAN DIEGO, INC. LOCATION 7, AP N 255 -040 LOCATION 8, AP N 255 -023 PLANNING ENGINEERING SURVEYING 10179 HUENNEKENS STREET — SAN DIEGO, CA 92121 CCU 386 -1683 (858) 558 -4500 — FAX (858) 558 -1414 R: \0234\ &Map \RS Boundary Sht 05.dwg[ 1891 ]Apr - - -'10 -2002: 17: 44 W.O. 2322 -3 RECORD OF SURVEY NO . 2 ��uun.mu SHEET 6 OF 7 SHEETS LOCATION 9 - INTERSTATE HIGHWAY 5 100 0 100 200 300 0 N�INN� LEGEND (THIS L OCA TION ONL Y) SCALE 1" = 100' / ( ) INDICATES RECORD DATA PER M.S. 637 UNLESS / OTHERWISE NOTED. / < > INDICATES RECORD DATA PER R.O.S. 13296 Z �� 99�pF gg, / z ,�, 1 1� INDICATES RECORD DATA PER MAP 2063. / ti1go / cv co PO cv co Ul lop c FD. 1 " IRON PIPE p0 � ,� p / , Q � � � STAMPED DIV. HWY , h / p 2 Gj �S PER M. S. 637 96 a ' ,\'►`�' / �; r 2 ' Yl 15 tort LO h Lc) `N C L 1 / lsz / � , `•`) ,� ° 1 ^� / --< �O ¢ '!y // FD. 1 'ST ORDER CONTROL STATION, � 1 �% �� � 1 p ° I l Zz A >> ., D� ° o Q) o� , , \ - 60 �' _ / 2.5 CADT DISC IN CONCRETE I % ii D •h �� ° STAMPED 7 5 -44.11 1997" PT N0. 21 MEAN COMBINED GRID FACTOR FOR �Q / w N �� 3 30 0� / / PER R.O.S. 17271. I <� LOCATION 9 = 0.99996634 I , `V � �s '40 � , � / N. 1975959.58 , `1, h / j ��,� j � 2 IRON PIPE ��� NE ON / E. 6240754.91 /� » DIVIDE GRID DISTANCE BY THE MEAN s �� �N 6 v COMBINED GRID FACTOR TO OBTAIN I �► w� ��� / �� \ STAMPED RCE 29577 GROUND DISTANCE. FD. 3/4 IRON / \ \ (' J� ( �' ';� J rn rn �',� / I � �� r� � �� J � - � J � �'� �, � » � PER R.O.S. 13296 PIPE (NO STAMP) I _ _ �� /= FD. 1 IRON PIPE PER R. S. 1796 I / J r PER M.S. 637 STAMPED DIV. HWY �- I SEE DETAIL 'A " /' SD. CO. I 31 / � 1 MON. PER I / (N89'25' 18 "W �. ' 48 „ g 5 0 g2' / / L1 N 33 2 N89' 8 2p „ g4. f W I �N 17'20 "W JN89'52'E 473, 19 34 1 SET 1 /2'X 18" REBAR ,. 6 _ - 127.20 127.20 - - ` ` - - 22.12 ` _ --- \� , 10.8 Q� 6' „ 0 4 .4 ►,� 1 ►� N O COSTA AVENUE RL°' 1796 25.00 �. ___ _�, - N 33 .2$ 48 W CITY OF CARLSBAD MARKED "L S. 5'P i ~ o o _ ----- _ - - - -� - -- �, 800.43 ►� I Z Z�' f / 540.51 ' - 55.64' - 716.08' _ I0= 29.19'15' CITY OF ENCINITAS N 89' 17 20 W 1384.43 0 - � _--- JR= 125.00 L = 63.97 � 853.0 / 55 1,40 53 „ �� ' 33,„E 208 r s MEAS. & REC. g / _ 84• R,1� N 3'3 / �E �. 6 7.62) W FD. 1 "IRON PIPE 1 \j A P N J � J 0 l � "E 5 Q,+ STAMPED DIV. HWY , I 1 1 0 5 - -- ON �Y PER M.S. 637 :3... (N IC LINE a FD. CST ORDER CONTROL STATION! 2" IRON PIPE AND DISC IN AC 1 STAMPED "CL SB -022 L. S. 6215" PER R. 0. S. 17271. RECORD DATA PER M.S. 637 N. 1975626.72 E. 6237820.73 NUMBER BEARING DISTANCE NUMBER BEARING DISTANCE L 1 N 75' 17'45" E 192.25' L 1 N 75'32'04 " E 192.23' g5) L2 N 07 *0 1 E 37.76 L2 N 07 01 34 E 37 76 ' 22 E 2 v L3 N 07'01 '44" E 89.18 (N 72 52 ONLY) FD. 2" IRON PIPE L4 N 50' 12'43" W 137.06' L4 N 50' 12'58" W 136.99' (TIE E Q , STAMPED RCE 29577 v N �' PER R.O.S. 13296, S L5 IN 42 °49'08" W 241.43' L5 N 42'4923" W 242.16' 63'3457 "E 0.39' OF L6 N 06'31 '40 " E 91.57' L6 I N 06 E 191.6 0' CORNER FD. 1 "IRON PIPE RECORD DATA PER R.O.S. 13296 ` STAMPED "DIV. HWY" NUMBER BEARING DISTANCE NUMBER BEARING DISTANCE " PER M.S. 637 N 79'3742 "W 0.38' L7 N 50'1 1 '03" W 187.55' L7 N 50'49'50" W 185.91 <N 78 °4933 "W 0.41'> RECORD DATA PER M. S 637 NUMBER BEARING DISTANCE NUMBER BEARING DISTANCE I FD. 2 " IRON PIPE L8 N 12'55'07" E 23.83' L8 N 12'5442" E 23.76' 1 STAMPED "RCE 29577" L9 N 00'43'20" W 65.19' L9 N 00'42'07" W 65.19' i PER R.O.S. 13296 RECORD DA TA PER M.S. 637 DETAIL 'A " NUMBER DELTA RADIUS LENGTH NUMBER DELTA RADIUS LENGTH Cl 43'59'05" 399.99 30706 Cl 43'59'05" 399.99 307.06 NOT TO SCALE C2 1 15'41 '36" 479.98 131.47 C2 15 '36" 479.98 131.47 i HUNSAKER &ASSOCIATES SAN DIEGO, INC. LOCATION 9, APN 216 -110 PLANNING - ENGINEERING - SURVEYING 10179 HUENNEKENS STREET - SAN DIEGO, CA 92121 CCU 386-1683 (858) 558 -4500 - FAX (858) 558 -1414 R: \0234\ &Map \RS Boundary Sht 06.dwg[ '1891 ]Apr - ''10 -2002: 16: 15 W. 0. 2322 -3 RECORD OF SURVEY NO , 173-92 SHEET 7 OF 7 SHEETS LOCATION 10 - CARLSBAD BOULEVARD FD. 1 'ST ORDER CONTROL STATION, 2" SD. COUNTY DISC IN BRIDGE z f CH LINE STAMPED ' 147 1968" PT. N' - MAT NO. 133 PER R.O.S. 17271. \ p N. 1979J94.12 E. 6235652.13 NI CITY OF CARLSBAD \ MATCH LINE MATCH LINE CITY OF ENCINITAS \ U.S. GOVERNMENT SURVEY MEANDER z LINE BY M.G. WHEELER, JANUARY 1875 �� J 0, 26. 0') ` \ 0 6E 2 26- 80 , 2 26 . 19 (1 25. o (N 611 3 5 2/ 124 61 12 6.5 , � ,o CFO h� � `� '� \ �, 0 101 81) I 59 52 1 5.0 3 009 6 6 3 a \ s \ N FD. 6'X6 " CONC. MON. 1 80, C g " I 2 59.52 ' N 15.0 X W \ 3, j � PER R.O.S. 16291. r., 1 , 0 1 0 E �N 15 3 ¢6 \ �, 18 110 MEAN COMBINED GRID FACTOR FOR N 10 -26 , T 10 LOCATION 10 0.99996594 N 29'30'36 "W 5.44' LA NE LO I \ \ DIVIDE GRID DISTANCE BY THE ,MEAN (N 29'2954 "W 5.42' NORTN � FD. 1 1/2" IRON PIPE WITH HUB AND COMBINED GRID FACTOR TO OBTAIN FD. REBAR & CAP I NAIL IN CONC. PER \\ \ \ GROUND DISTANCE. MARKED L, S. 3788 » R. 0. S. 16291. z PER R. O. S. 16291 I \ LEGEND (THIS LOCATION ONL)) 0 z � �6 \ r1 r� J i !� \��J J ����� FD. 1 'ST ORDER CONTROL STATION, ( ) INDICATES RECORD DATA PER R. C 5. 16291. .lam o v-':0)� z i N r) _ \ 2" IRON PIPE AND DISC IN AC Z y c r J '� o J J J J J J J�j1 A� \ STAMPED "CLSB- 022 L.S. 6215" < > INDICATES RECORD DATA PER PAh;'C;'E:L MAP 18587. �--� �+ '- I N \ I `J - 169 - 1 \1 PER R.O.S. 17271. C O N- N Q I o n � D f INDICATES RECORD DATA PER R. G�...'�. 1691 '� -� N W I z ?� \ E. N. 1975626.72 �� J I \ 6237820.73 [ ] INDICATES RECORD DATA PER R. G, S. 528 -' I \ C J\1 J J - 162 9 - 1 \ I \ SET 1 /2;X 18" REBAR Ail A P WITH 1.5 ALUM. CAP r FD. REBAR &CAP \ MARKED "L. S. 6215" MARKED "L. S. 3788" \ PER R.O.S. 16291 \\ lb FD. 2" IRON PIPE �'I '�� \ ��4:b J ( 0 r J 1\1 J J , AND DISC , STAMPED \ �t, � r � � ` r � L.S. 4324 PER -12 .�h • \ T :� � ri -� I Vv � J � 1\j1 P.M. 18587. \ L OT - 10 N 47'4227 "E FD. 2" IRON PIPE 23.38' AND DISC STAMPED <N 47'4229 "E> , "L. S. 4324 " PER \� <23.40'> ��� �� P. M. 18587 \ x V co co gL s 60' EASEMENT FOR ROAD \ � / PURPOSES PER DOCUMENT RECORDED 4 -29 -1976 AS FILE 1 ' � i 76- 127564 O.R. 1 �CZ � dlll�� ol� 0v \\ r r r-- \ \ 50 0 50 100 150 N o , ] B J B 7 � � \ SCALE 1" = 50' 1 � snimnin HUNSAKER & ASSOCIATES SAN DIEGO, INC. PLANNING - ENGINEERING - SURVEYING LOCATION 10 APN 216 -042 10179 HUENNEKENS STREET - SAN DIEGO, CA 92121 (858) 558 -4500 - FAX (858) 558 -1414 C C : 386-1683 R: \0234\ &Map \RS Boundary Sht 07 . dwg [ 1891 ]Apr - -110 -2002: 16: 14 W.O. 2322 -3