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Home My WebLink About13868; ROS 13868; ROS 13868; 01-043000 0 3008 @] ------- ------- • .. - 3000 SEE 6000 8000 ----- GRAPHIC SCALE: 1· = 3000' @]3028 PALOIIAR GCOMPANY SS20 Friar• Road, Slln D1010, Callfornl• 82110-2588 (618) 281-0707 EET 2 I I L __ @J 3048 3 @J 3012 ~ @]3017 SEE ••mJt.--------~ I I @J 3051 SHEET L--- INDEX MAP 4 R.O.S. I ~, I:;;,. \.~~4 J /f/11.l. WHITNEY --f -- ' I I I I ~ r1 I I I I 3030 I __ ---®--J MAP NO. 13868 SHEET 1 OF 4 SHEETS RECORD OF SURVEY THE PURPOSE OF THIS RECORD OF $URVEY IS THE ESTABLISHMENT OF AERIAL MAPPING CONTROL FOR THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. BASIS OF BEARINGS & COORDINATES THE BASIS OF BEARINGS AND COORDINATES FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1983 BASED LOCALLY UPON THE NATIONAL GEODETIC SURVEY HORIZONTAL CONTROL STATIONS ·wHITE· AND ·WHITNEY·. SEE CONTROL DIAGRAM ON SHEET 4. GRID COORDINATES SHOWN HEREON ARE IN TERMS OF THE NORTH AMERICAN DATUM OF 1883. COORDINATES SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 ZONE 6 (CCS 83). ALL COORDINATES A~E EXPRESSED IN TERMS OF THE U.S. SURVEY FOOT ( ONE FOOT EQUALS 1200/3837 METERS). LEGEND @] INDICATES SET STREET SURVEY MONUMENT PER REGIONAL STANDARD DRAWING M-10 WITH 3• BRASS DISC MARKED •L.S.432◄• AS SHOWN BELOW: _£ INDICATES FOUND CONTROL STATION AS NOTED SURVEYOR'S NOTES ALL HORIZONTAL CONTROL SURVEYI~6 WAS PERFORMED USING GLOBAL POSITIONING SYSTEM (GPS) RELATIVE POSITIONING TECHNIQUE. HORIZONTAL: ORDER C, CLASS 2-II VERTICAL: ORDER 3, CLASS 1 SURVEYOR'S STATEMENT THIS SURVEY WAS PERFORMED FOR PHOTOGRAMMETRIC CONTROL ONLY.THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION AT THE REQUEST OF THE CITY OF CARLSBAD IN CONFORMANCE WITH THE REQUIREMENT OF THE LAND SURVEYORS ACT ON DECEMBER 23, 1 No. L004324 ROBERT 6. SCHOETTMER L.S.4324 EXPIRES 6-30-96 8-/0-C/2 DATED \\; .... '· .. ' Exllires . 6-30-!16 ~ ..... .,,,,,.,. COUNTY ENGINEER'S STATEMENT - THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE LAND SURVEYORS ACT THIS ..La,_ DAY OF AUSUST , 1882 GRANVILLE M. BOWMAN COUNTY ENGINEER.R.C.E.13681 BY: ~·~ ~L~~, PHILIPJ.IURBINO LS 4424 RECORDER'S STATEMENT FILE NO. 32.-5113'-1 FILED THJS ~DAY OF A-u§'u.ST , 1992 AT 12:43 O'CLOCK.£.M. IN BOOK OF RECORD OF SURVEY MAPS AT PAGE 1~i~£ AT THE REQUEST OF ROBERT 6. SCHOETTMER FEE: Sll.00 «F .oo""' PROJECT NUMBER 10451 ------------------------------ BUE1VA YJS1A LAG001V ------0 1500 0 CJ 7 Y OF O CE JJ JV S J DE 1500 3000 4500 ----- GRAPHIC SCALE: 1• = 1500' GCOMPANY (618) 281-0707 R.O.S. SEE SHEET 3 MAP NO. 13868 SHEET 2 OF 4 SHEETS LIHITS OF CITY -----i OF CARLSBAD STATION DESI6NATION 3002 3008 3019 3021 3018 3048@] CCS 83 ZONE 6 NORTHINGS EASTINGS COMBINED SCALE FACTOR 2011658.207 6211516.863 . 9999517 2001371.111 6226151.723 . 9999623 1999601.110 6211132. S37 .9999625 1998167.185 6232127.061 . 8899593 2003268.811 6251580.890 . 8888133 PROJECT NUMBER Cl • -.... DESCRIPTION/ ELEVATION AT INTERSECTION OF COLLE6E BOULEVARD AND EAST BOUND OFF RAMP OF STATE HI6HWAY 78 IN THE CITY OF OCEANSIDE. ELEV. 172.3 M.S.L . APPROX. 670 FT. EAST OF INTERSECTION OF .CHESTNUT AVENUE AND LINCOLN STREET ELEV. 13.5 M.S.L . ON EL CAMINO REAL APPROX.2560 FT. NORTHWEST OF INTERSECTION EL CAMINO REAL AND RANCHO CARLSBAD DRIVE. ELEV. 11.8 M.S.L. ON HI6HLAND DRIVE APPROX.100 FT.EAST OF INTERSECTION HI6HLAND DRIVE AND ADAMS ST. ELEV. 111.9 M.S.L . IN CUL-DE-SAC AT SOUTHERLY END OF MAJORCA WAY IN LEISURE VILLA6E, OCEANSIDE ELEV. 131.8 M.S.L . 10451 \ R.0.5. SEE 2 ,_....-- ,_....-- 0 PALOHAR @1012 SEE SHEET 4 • 1500 0 1500 3000 4500 ---- GRAPHIC SCALE: 1 • = 1500' !ir1., RICKENGINEERING COMPANY 'IF. ~i; L'' t.,,a, · 5820 Friar• RHd, .. , •••• ,.... kn 01.,0. ■~!!I~~-Ca.I lfornla. 82110-2586 (618) 281-0707 MAP NO. 13868 SHEET 3 OF 4 SHEETS CCS 83 ZONE 6 NORTHINGS STATION EASTINGS DESIGNATION COMBINED SCALE FACTOR 3010 3012 3026 3028 3042 3049 1990115.982 6231855.353 . 9999624 1986800.857 6241036.951 . 9999525 1993952.543 6231855.353 . 9999532 1994989.886 6236207.075 . 9999597 1992464.709 6256740.115 .9999444 1992598.464 6251604.087 .9999493 CJ 1 Y DY SJJJV Jl;JJJRCOS DESCRIPTION/ ELEVATION AT INTERSECTION OF PALOMAR AIRPORT ROAD AND NORTH BOUND OFF RAMP OF CARLSBAD BLVD . ELEV. 79.0 M.S.L . APPROX 3065 FT. SOUTHWEST OF INTERSECTION PALOMAR AIRPORT ROAD AND PALOMAR OAKS WAY . ELEV. 298.9 M.S.L. APPROX 585 FT. SOUTHWEST OF CUL-DE-SAC AT WESTERLY END OF ASTON AVENUE . ELEV. 257.7 M.S.L. APPROX 4250 FT. EAST OF INTERSECTION OF CANNON ROAD AND PASEO DEL NORTE . ELEV. 118.7 M.S.L. ON PALOMAR AIRPORT ROAD APPROX 745 FT EAST OF INTERSECTION PALOMAR AIRPORT ROAD AND LOKER AVENUE EAST ELEV. 445.5 M.S.L. ON PALOMAR AIRPORT ROAD APPROX 1055 FT WEST OF INTERSECTION PALOMAR AIRPORT ROAD AND LOKER AVENUE EAST ELEV. 344.6 M.S.L. PROJECT NUMBER 10451 ------ BA1JDUJ1OS LAGOON 0 1500 3000 4500 6000 --- STATION DESIGNATION 3015 3017 3030 3038 3040 3051 -- GRAPHIC SCALE: 1• = 1500' CCS 83 ZONE 6 NORTHIN6S EASTIN6S DESCRIPTION/ ELEVATION COMBINED SCALE FACTOR 1976141.169 6240877.564 . 8888677 1984184.842 6246570.550 .8888543 1967300.036 6261802.741 . 8888626 1876247.581 6256724.756 .9888636 1876351.668 6261886.768 .8888458 1883717.713 6251465.150 .8889627 IN ENTRANCE TO PARK AND RIDE AT INTERSTATE 5 AND LA COSTA AVENUE . ELEV. 24.2 M.S.L. APPROX 3200 FT. WEST OF INTERSECTION EL CAMINO REAL AND SWALLOW LANE. ELEV. 271.7 M.S.L. APPROX 3750 FT. EAST OF INTERSECTION RANCHO SANTA FE RD. AND CALLE ACERVO . ELEV. 171.0 M.S.L. ON LA COSTA AVE. APPROX 280 FT. WEST OF INTERSECTION LA COSTA AVE AND ROMERIA ST. ELEV. 109.6 M.S.L. APPROX 1360 FT. SOUTH OF INTERSECTION RANCHO SANTA FE RD. AND CADENCIA STREET. ELEV. 478.4 M.S.L. APPROX 1025 FT. EAST OF CENTERLINE MIDPOINT OF SANDPIPER LANE ELEV. 87.5 M.S.L. !it~, RICKENGINEERING COMPANY '•r.••~·1 l,~■■ilJ SS20 Friar• Road, l.'■■■■fJ Son 01 .. 0, ■~!Ill!~■ Co I lforn I• 82110-2586 (618) 281-0707 COSTA CON'IER6£NCE ANGLE NOT TO SCALE STATION DESIGNATION WHITE WHITNEY ACCURACY HORIZ. FIRST ORDER FIRST ORDER R.O.S. SEE SHEET 3 @1017 CCS 83 ZONE 6 I NORTHIN6S GEODETIC EASTINGS LAT/~ON NAO 83 COMBINED SCALE FACTOR 33'0~'48.29977' 1874349.800 6243508.615 111• W' 18. 23544• .8889682 I I I 1884438.028 33' 0~ I 31, 88838' 6284486.427 111·or 18.68832' .8888841 DESCRIPTION FD. 3.5' USC&6S BRASS DISC STAMPED 'WHITE 1933' SET IN A CONCRETE MONUMENT LOCATED ON A BLUFF ON THE SOUTH SIDE OF THE BATI· QUITOS LAGOON IN THE CITY OF ENCINITAS FD. 3.5' USC&6S BRASS DISC STAMPED "WHITNEY 1839' SET IN A ROCK OUTCROP LOCATED ON THE HIGHEST POINT OF MOUNT WHITNEY APPROX THREE MILES SOUTH OF THE CITY OF ESCONDIDO ELEVATION ELEV. NOT EST ABU SHED ELEV. 1736.0 MAP NO. 13868 SHEET 4 OF 4 SHEETS ---------- PROJECT NUMBER WHITNEY l A ..J\r------' -c:::. ~ ... • • ... 10451