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Home My WebLink About14818; ROS 14818; ROS 14818; 01-03VICINITY MAP NO SCALE CHLMIT11 NOV 94 E.A.159092 FP949041 FP949044 CONTROL DIAGRAM FP949043 R.O.S. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION MONUMENT A TION MAP 11-SD-76 FP949037 FP949039 KP -OFFSITE 78-7.3 500 250 0 500 1 000 1500 SCALE: 1:20 000 LEGEND • INDICATES FOUND POINT AS NOTED 0 INDICATES SET 1u X 18u IRON PIPE AND TAG STAMPED UCAL DDTU 6_ INDICATES SET PROJECT CONTROL AS NOTED .6. INDICATES FOUND PROJECT CONTROL AS NOTED ( ) INDICATES RECORD DATA PER MAP DR DOCUMENT AS NOTED [ ] INDICATES RECORD DATA PER RDS 4610 <) INDICATES DEED DOCUMENT RECORDED 12 JUNE 1987 AS FILE NO. 87-326049 DD INDICATES DEED DOCUMENT RECORDED 06 JANUARY 1995 AS FI LE NO. 1995-0005894 CADT INDICATES CALIFORNIA DEPARTMENT OF TRANSPORTATION "CAL DDTu INDICATES CALIFORNIA DEPARTMENT OF TRANSPORTATION KP INDICATES KILOMETER POST SDGPS 41 / '-i ! --MAP NO. 1~818 SHEET 1 OF 3 SHEETS RECORD OF SURVEY OF A MITIGATION SITE AS SHOWN ON DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP NO. 25501.6 MIT, IN PORTIONS OF LOTS "D" AND uLu OF RANCHO AGUA HEDIDNDA IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TD MAP THEREOF NO. 823. BASIS OF BEARINGS COORDINATES, DISTANCES AND BEARINGS ARE BASED ON THE ANALYSIS OF DATA COLLECTED BY A GPS SURVEY PERFORMED TD TIE PROJECT MONUMENTS SHOWN ON THIS MAP TD THE NORTH AMERICAN DATUM OF 1983, HIGH PRECISION GEODETIC NETWORK, 1991,35 EPOCH ADJUSTMENT (NAD83 HPGN 1991.35). DISTANCES ARE GRID DISTANCES. MULTIPLY BY 1,000 053 TO OBTAIN GROUND DISTANCES. ALL DISTANCES REFERENCED TD RECORD DOCUMENTS DR MAPS ARE GROUND DISTANCES UNLESS NOTED OTHERWISE. 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 THE CALIFORNIA DEPARTMENT OF TRANSPORTATION IN MARCH AND NOVEMBER 1~9 4, ~ LL V.f~WJ(S · 8 VANCE~ B SHEARS, PLS 5842 DISTRICT SURVEYS ENGINEER MY REGISTRATION EXPIRES 12/31/96 p:;< p.., <I: 7 EXP: 12-31-96 . S. 5 8 CA COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE LAND SURVEYOR'S ACT THIS /~ f6. DAY OF LY7A:&C H 19 CZS-: TOM GARIBAY RCE 22989 COUNTY SURVEYOR ~ . ~/ ~ , BY. , PHILIP J. GIURBINO, PLS 4424 DEPUTY No.L$4.424 El(p.9-30-G7 COUNTY RECORDER'S ST A TEMENT FILE NO. q5",Jlt?,f'3 FILED THIS /' DAY OF !/Me.A.,. , 191f"AT ({::t] O'CLOCKk_.M., IN BOOK OF RECORD OF SURVEY MAPS AT PAGE {Jl-~l~ , AT THE REQUEST OF THE STATE DEPARTMENT OF TRANSPORTATION. GREGORY J. SMITH COUNTY RECORDER NO FEE PER GOVERNMENT CODE SECTION 6103 BY:~ g_, ~ DEPUTY COUNTY RECORDER DISTRICT 11 SURVEYS CALIFORNIA DEPARTMENT OF TRN-lSPORT ATION MONUMENT A TION MAP CO SD RTE 76 KP OFFSITE CALIFORNIA COORDINATE INDEX: 362-1677 R.O.S. MAP 14818 SHEET 2 OF 3 SHEETS DETAIL 1 NO SCALE RANCHO AGUA HEDIONDA FP949043. 2/1 ID IP AND TAG LS 5059 PER ROS 12939, ROS 4610. ACCEPTED AS NORTHEAST CORNER OF LDT L, RANCHO AGUA HEDIDNOA. FP950011. 1/1 ID IP AND TAG LS 5059 PER ROS 12939. FP950010. 111 ID IP OPEN DISTURBED. NO RECORD. DETAIL 2 FP949046 w w ~ ~ r-n 0 L() Ef' ' L()E s:r N N nnen 0 N • l.O 0 s:r enNen ON co • co r-V FP950009. 1 " ID IP OPEN NO RECORD. ACCEPTED AS A CORNER OF DEED DOCUMENT NO. 87-326049 RECORDED 12 JUNE 1987. SET TAG STAMPED CALDOT. JVJAP NE COR LOT L NO SCALE ROS J2939 FP949048 FP949045 V)N SECOR LOT L. SOUTHEAST CORNER OF LOT L, RANCHO AGUA HEOIONOA PER DEED DOCUMENT NO. 87-326049 RECORDED 12 JUNE 1987. CALCULATED POSITION AS INTERSECTION OF ( 1) RECORD DISTANCE FROM FP949043 PER ROS 4610 ANO (2) RECORD DISTANCE FROM FP949046 PER ROS 4610. DISTANCES SCALED BY RECORD TO MEASURED DISTANCE (FP949043, FP949046). FP949043 SEE DETAIL 2 en I") 3:01 N E:::: ._ SECOR LOT L EXT. SOUTHERLY EXTENSION OF EAST LINE OF LOT L, RANCHO AGUA HEOIONDA. SEARCHED FOR 3~" ID IP LS 1162 PER ROS 4610. NOT FOUND. CALCULATED POSITION AS INTERSECTION WITH THE SOUTHERLY EXTENSION OF THE EAST LINE OF LOT LAND A LINE PARALLEL WITH THE SOUTH LINE OF LDT L RUNNING FP950011 THROUGH FP950008. SEE DETAIL 3 FP949046. 3// ID IP AND TAG RCE 8210 PER RDS 4610. ACCEPTED AS SOUTHWEST CORNER OF LOT L, RANCHO AGUA HEOIONOA. FP949045. 3/411 ID IP OPEN PER ROS 6616. ACCEPTED AS A POINT ON THE SOUTHERLY EXTENSION OF THE WESTERLY LINE OF LOT L, RANCHO AGUA HEDIONDA ROS ROS FP950008. 1" ID IP OPEN NO RECORD. ACCEPTED AS A CORNER OF DEED DOCUMENT NO. 87-326049 RECORDED 12 JUNE 1987. SET TAG STAMPED CALDOT. FP949041. 2" ID IP AND TAG LS 2940 PER ROS 6616. SEE DETAIL 1 N 01°10 1 24 11 W 92.724 m <N 01°11 1 30 11 W 305.18 1) IN 01°07 1 57 11W 304.82 1 ROS 6616) I N 0 1° 1 1 1 3 7 II W 3 0 4 • 8 2 1 DD l 149,126 m (N 18°20 1 30 11 (489.24 1 ROS (N 18°23 1 06// W 482.00 1) 6616) w 489.28 1 00) N 18°18 1 35// w 211.546 m /}b J o 933b LOT N 4 1 • 5 7 1 1 8 11 E 3 1 3 . 2 7 1 m (N 41°54 1 35// E 1027.32 1) L SECOR LOT L FP949046 FP949045 S 89"34 1 53/1 E 804.364 m 649.117 m ssE>. 1 ~9 TT\ -----FP950009 c:1 09 11 ~n,z_S-00 0° '2.u I t, I:, 201 • 023 ~ 1 0•2.bi <s 00°22 1 22" w 660.00 1 (~ 1 N 89°34 1 53// W 804.364 m [N 89°37 1 38// W 2640.00 1 ] ..,---62.420 m --(205.03 1 FP949044 IN 18"19 1 26/1 W 694,27 1 ROS 6616) DETAIL 3 E, 0 r-0 N • r-0 • L() Nl.O o~ L()- NO SCALE ROS bbJb SP950012. A CORNER OF DEED DOCUMENT NO. 87-326049 RECORDED 12 JUNE 1987. SEARCHED FOR 2/1 ID IP LS 2940 PER RDS 6616. NOT FOUND. CALCULATED POSITION AS INTERSECTION OF ( 1 l LINE FROM FP949035 IN DIRECTION 90° FROM LINE (FP949040, FP949035l AND 12) LINE IFP949044, FP949041 ) . FP949044. 2/1 ID IP AND TAG LS 2940 PER ROS 6616. CHLM1T21 MAR95 E.A.159092 FP950011 FP950009 FP950010 ~ SP950014 FP950008 en • • L() l.O s:r N r- N '-" -100.565 m (N 00°26 1 21 11 E 330.001 ROS 12939) w w ~ ::; N r-N OE,~ ' N, L()QNO NL()o 0 • r-o . 0 •00 on~ ozn zr--N FP949040 S 88°50 1 45 11 E 810.928 m <S 88°54 1 31// E 2660.50 1 ) IN 88°501 48 11 W 2660.75 1 ROS 12939) ~//ST. PAT// LOT D SP950015 S 59"48 1 32/1 W 265.845 m 126,647 m (S 59°45 1 49// W 871.07 1 00) S 89°56 1 19// W 598.919 m <s 89°52 1 25// w 2032.22 1 ) FP949039 IN 89"56 1 05/1 E 1964.78 1 ROS 6616) IN 89°55 1 50// E 1965.10 1 ROS 7918) FP949048 FP949037 ' n 0 0 0 0 V) 0 0 EL() s:r ~. ' n~o noo . . ~zo N-r- 01 r-I") V) cn, o nna:: •O r-0 ' or-ON FP949039 FP949048. 3i 1 ID IP AND TAG RCE 27732 PER MAP 12495. FP949037. 2 u ID IP AND TAG RCE 27732 PER ROS 12939, MAP 12495. JVJAP 0 a:: ('.) JVJJ\P • J J 033 1 00 50 0 100 200 SCALE: 1:5000 DISTANCE IN METERS 300 (US SURVEY FOOT: 39,37 in= 1 m) MAPPING ANGLE= -00°33 1 49" CGF=0.999 947 @ MON //ST PAT" COORDINATES AND BEARINGS ARE BASED ON CCS83 ZONE 6 HPGN 1991.35ADJ. DISTANCES STATIONING ARE GRID DISTANCES. MULTIPLY BY 1.000 053 TO OBTAIN GROUND DISTANCES. AND ~ DISTRICT 11 ROS 79J8 FP949035. 2/1 ID IP AND TAG LS 2940 PER ROS 6616. FP949039. 2/1 ID IP ANO TAG LS 2940 PER ROS 6616. FP949040. 2/1 ID IP AND TAG LS 2940 PER ROS 6616. ..., SURVEYS CALIFORNIA DEPAATMENT OF TR~SPORT ATION MONUMENTATION MAP CO SD RTE 76 KP OFFSITE A. P. N. : 1 6 8-05 0 GPS VECTORS MINIMALLY CONSTRAINED ADJUSTMENT STATION HEIGHT FROM TO AZIMUTH DISTANCE DIFFERENCE SDGPS41 WES 321 ° 25' 04. 9" 4 405.093 -64.692 ST. PAT 78-7.3 59°59'02.5" 4 501. 723 36.605 WES 78-7.3 59°23'07.2" 5 448.582 82.947 SDGPS41 CLYDE 324°57'36.8" 4 136.617 -15.432 78-3. 1 CLYDE 143°31 '01.6" 3 047.152 58.948 ST. PAT 78-3.1 311°21'31.1" 2 892.796 -56.030 CLYDE FP949046 299°22'28.0" 878.768 -90.515 CLYDE WES 272°05'16.6" 431.907 -49.260 FP949041 FP949046 354°37'03.3" 295.224 2.660 FP949041 FP949044 161°41 '25.8" 211.546 -2,205 FP949041 WES 111°36'28.9" 329.640 43.914 FP949044 CLYDE 84°34'53.o" 674.652 95.379 FP949035 -FP949044 252°50'30.2" 845.484 -59.948 FP949035 ST. PAT 32°19 1 45.8" 417.546 32.514 ST. PAT WES 236°32'31.6" 948.272 -46.342 FP~49035 FP949043 352°46'56.8" 748,095 15.582 ST. PAT FP949043 320°49'21.4" 502,256 -16.931 WES FP949043 27°27'04.3" 1 027,887 29.411 CLYDE ST. PAT 33°43'33.4" 647.516 -2,918 ST. PAT FP949037 61°43'26.8" 559.513 -4.725 FP949043 FP949037 98°43'25.0" 819.517 12.206 FP949037 FP949039 179°56'04.8" 1 132.508 -1 . 427 FP949037 CLYDE 226°41'01.2" 1 171.373 7,643 ST. PAT FP949039 150°20'14.1" 998.276 -6. 152 WES FP949039 105°00'43.2" 1 330.587 40.190 FP949040 FP949039 89°56'18.9" 598.919 38.765 FP949040 ST. PAT 6°53'19.3" 874.410 44.917 FP949040 FP949046 306°42 11 00.6" 1 272.709 -42.680 FP949040 WES 296°42'33.8" 768.229 -1 . 4 23 ST. PAT FP949046 264°32'36.6" 1 130.424 -87.597 CONTROL STATIONS. NAD83, HPGN 1991.35. ccs ZONE 6. MONUMENT DESCRIPTION CGF MAPPING ANGLE N. LATITUDE EXTERNAL SDGPS 41 FOUND SD CO. ENGR. DISK 0.999 960 -00°33'07.58" 33°07 1 49.403 91 " IN SIDEWALK STAMPED "SDGPS 41 HPGN AZ 1992" PER ROS 14310 78-3.1 FOUND 2" ID IP AND CADT 0.999 958 -00°34'36.33" 33°10 1 58.872 41" DISK STAMPED "78-3.1 1988" PER CALTRANS DISTRICT 11 CONTROL BOOK 78-7.3 FOUND 2" ID IP AND CADT 0.999 957 -00°32'27.66" 33°11'11.845 82" DISK STAMPED "78-7.3 1988" PER CALTRANS DISTRICT 11 CONTROL BOOK SET CLYDE SET CADT DISK IN 0.999 959 -00°33'57.39" 33°09'39.933 91 " BOULDER STAMPED "CLYDE" WES SET 2" ID IP AND CADT 0.999 959 -00°34'06.55" 33°09'40.305 9 5" DISK STAMPED 11 WES 11 ST PAT SET CADT DISK IN 3 m 0.999 958 -00°33 1 49.88" 33°09'57.529 4 6" x 3 m CONCRETE SLAB STAMPED "ST PAT 11 CHLMT343 NOV 94 E.A.159092 FOUND POINTS FOUND PT. NO. DESCRIPTION FP949035 2" ID IP AND TAG LS 2940 PER ROS 6616 FP949037 2" ID IP AND TAG RCE 27732 PER ROS 12939, MAP 12495 FP949039 2" ID IP AND TAG LS 2940 PER ROS 6616 FP949040 2 11 ID IP AND TAG LS 2940 PER ROS 6616 FP949041 2" ID IP AND TAG LS 2940 PER ROS 6616 FP949043 2" ID IP AND TAG LS 5059 PER ROS 12939, ROS 4610 FP949044 2" ID IP AND TAG LS 2940 PER ROS 6616 FP949045 31/ ID IP OPEN PER ROS 6616 FP949046 31/ ID IP AND TAG RCE 8210 PER ROS 4610 FP949048 3,/ ID IP AND TAG RCE 27732 PER MAP 12495 FP950008 1" ID IP OPEN NO RECORD SET TAG STAMPED "CAL DOT" FP950009 1" ID IP OPEN NO RECORD SET TAG STAMPED "CAL DOT" FP950010 1" ID IP OPEN DISTURBED NO RECORD FP950011 1 " ID IP AND TAG LS 5059 PER ROS 12939 w. LONGITUDE NORTHING EASTING 117°15'16.964 94" 607 330.841 1 906 249.903 117°17'58.472 82" 613 208.609 1 902 122.584 117°14'04.312 93" 613 549.088 1 908 191.840 117°16'47.601 23" 610 758.613 1 903 934.359 117°17'04.264 4 3" 610 774.348 1 903 502.736 117°16'33,931 4 5" 611 297,149 1 904 293,872 R.O.S. MAP 14818 NORTHING EASTING 610 944.329 1 904 070.574 611 562.203 1 904 786.622 610 429.696 1 904 787.913 610 429.054 1 904 188.995 610 895.738 1 903 196.263 611 686.497 1 903 976.585 610 694.902 1 903 262.721 610 988.884 1 903 167.103 611 189.659 1 903 168.570 611 583.535 1 904 786.597 610 988.442 1 903 194.364 611 126.058 1 903 764.757 611 358.660 1 903 974.147 61 1 585.934 1 903 975.850 SET POINTS SET PT. NO. SP950012 SP950013 SP950014 SP950015 SP950016 SHEET 3 OF 3 SHEETS SURVEYOR'S NOTES 1. BASIS OF BEARINGS. COORDINATES, DISTANCES AND BEARINGS ARE BASED ON THE ANALYSIS OF DATA COLLECTED BY A GPS SURVEY PERFORMED TO TIE PROJECT MONUMENTS SHOWN ON THIS MAP TO THE NORTH AMERICAN DATUM OF 1983, HIGH PRECISION GEODETIC NETWORK. 1991.35 EPOCH ADJUSTMENT (NAD83, HPGN 1991.35). COORDINATES OF PROJECT CONTROL STATIONS AND FOUND POINTS DELINEATED ON SHEET 1 WERE DETERMINED BY ADJUSTMENT OF GPS VECTORS TYING THESE STATIONS TO EXTERNAL CONTROL STATIONS. COORDINATES OF REMAINING FOUND POINTS AND SET PROJECT POINTS WERE DETERMINED BY SUBSEQUENT TIES TO PROJECT CONTROL STATIONS USING CONVENTIONAL SURVEY PROCEDURES. THESE SUBSEQUENT COORDINATES ARE FOR INFORMATION ONLY AND ARE NOT IN- TENDED TO BE USED IN THE EXTENSION OF THE CALIFORNIA COORDINATE SYSTEM. GPS FIELD OBSERVATIONS WERE CONDUCTED IN 10 STATIC SESSIONS ON 17 MARCH 1994 USING 4 TRIMBLE NAVIGATION 4000 SSE RECEIVERS. THE 4 RECEIVERS ALLOWED ESTIMATION OF 6 VECTORS PER SESSION, 3 INDEPENDENT AND 3 DEPENDENT FOR A TOTAL. OF 60 VECTORS. VECTORS WERE PROCESSED USING THE TRIMBLE PROGRAM WAVE (VERSION 1.0). A NETWORK OF 30 INDEPENDENT VECTORS WAS DESIGNED ACCORDING TO THE FOLLOWING CRITERIA: ( 1) 5 VECTOR CONNECTIONS TO EACH PROJECT CONTROL STATION, (2) 3 CONNECTIONS TO EACH PROJECT STATION (FOUND POINT), AND (3) 2 CONNECTIONS TO EACH EXTERNAL CONTROL STATION (SEE TABLE OF GPS VECTORS). THE NETWORK WAS ADJUSTED USING THE TRIMBLE PROGRAM TRIMNET (VERSION 1.01 ). A MINIMALLY CONSTRAINED ADJUSTMENT WAS PERFORMED TO IDENTIFY INCONSISTENT VECTOR COMPONENTS AND TO ESTIMATE NETWORK INTERNAL PRECISION. 4 COMPONENTS (ALL VERTICAL) OF THE 90 VECTOR COMPONENTS WERE IDENTIFIED AS INCONSISTENT AND ELIMINATED. RELATIVE HORIZONTAL PRECISIONS FOR ADJUSTED INDIVIDUAL VECTORS RANGED FROM 1:42 000 TO 1:1 098 000. A 951. , CONFIDENCE REGION FOR COORDINATES OF A TYPICAL STATION CALCULATED BY THE GPS SURVEY CAN BE APPROXIMATED BY A CIRCLE OF RADIUS 0.008 m. A CONSTRAINED ADJUSTMENT WAS PERFORMED TO ESTIMATE HORIZONTAL COORDINATES OF NETWORK STATIONS. HORIZONTAL COORDINATES OF EXTERNAL CONTROL STATIONS SDGPS41, 78-3.1, AND 78-7.3 WERE HELD FIXED: THE HEIGHT OF 78-3.1 WAS HELD FIXED (SEE CONTROL STATION TABLE). COORDINATES ARE LISTED IN CONTROL STATION, FOUND POINT AND SET POINT TABLES. 2. DISTANCES ARE IN METERS ASSUMING THE US SURVEY FOOT (39.37 in= 1 ml. BEARINGS AND DISTANCES ARE GRID (CCS ZONE 6, 1983 DATUM). AT PROJECT CONTROL STATION ST. PAT THE MAPPING ANGLE IS -00°33'49.88 11 AND THE COMBINED GRID FACTOR IS 0.999 947 (SEE CONTROL STATION TABLE) .. MULTIPLY GRID DISTANCE BY 1.000 053 f0 OBTAIN GROUND DISTANCE. DESCRIPTION NORTHING EASTING 1 // ID -:IP AND TAG 610 STAMPED "CAL DOT" 1 // ID IP AND TAG 611 STAMPED "CAL DOT" 1 // ID IP ANO TAG 611 STAMPED "CAL DOT" 1 // ID IP AND TAG 610 STAMPED 11 CAL DOT" 1 // ID IP ANO TAG 610 STAMPED "CAL DOT" 754.162 1 903 359.029 1 903 096.489 1 904 686.174 1 904 552.484 1 904 243.111 974.193 136.596 390.412 160.628 DISTRICT 11 SURVEYS CALIFORNIA DEP AATMENT OF TRANSPORTATION MONUMENT A TION MAP CO SD RTE 76 KP OFFSITE