Nevada County Recorders Survey Maps Book 15 (274 images)

BOOK L& OF SURVEYS, PAGE 140 VICINITY MAP STATE OF CALIFORNIA / BUSINESS, TRANSPORTATION AND HOUSING AGENCY Nor Th — DEPARTMENT OF TRANSPORTATION y San ua Saleen ae yao -“((,, GPS i" a PROJECT CONTROL SURVEY © YUBA COUNTY S / “— STATE HIGHWAY 20 oe PROUECT Lacy / CRASS > ON —— MLE IN THE UNINCORPORATED TERRITORY OF THE COUNTIES O \ YUBA AND NEVADA,STATE OF CALIFORNIA, ALONG HIGWAY 20 IN -{ ) . TIS5N R4E SEC:25 p MARYSVILLE NEVADA TISN RSE SEC: 20, 21, 22, 23, 24, 29, 30 A Olivehurst NTY TI5N RG6E SEC: 19, 25, 28, 29, 30, 53, 34, 35, 36 \ COU OD TISN R7E SEC:31,32 O's rs OF THE MOUNT DIABLO BASE AND MERIDIAN , . \ Wheatland NN om™~ ; we 15000 =O 15000 30000 ey SCALE: 1"= 15000’ A Ad y, SURVEYOR’S NOTES HONCUT . READER THIS RECORD OF SURVEY WAS PREPARED AND FILED as x er ; TO SATISFY SECTION 8813 OF THE PUBLIC RESOURCES Z A CODE FOR SUBSEQUENT SURVEYING SEGMENTS OF ; a4 a4 am . A_» CALTRANS PROJECT E.A. 4C830. IT DOES NOT DEFINE PROPERTY BOUNDARY LOCATIONS AND MAKES NO o TIES TO TITLE LINES. THIS STATIC GPS CONTROL SURVEY QUALIFIES AS TIGN 1-CENTIMETER ACCURACY CLASSIFICATION AS DEFINED NN _—° BY THE FEDERAL GEOGRAPHIC DATA COMMITTEE [ . PUBLICATION GEOSPATIAL POSITIONING ACCURACY NN STANDARDS, FGDC-STD-007.2-1998. THIS SURVEY ALSO REF CONFORMS TO THIRD ORDER SURVEYS AS DEFINED IN “MON 16 16 . THE CALIFORNIA DEPARTMENT OF TRANSPORTATION HPGN CA SPECIFICATIONS FOR GPS SURVEYS DATED HPGN D CA 03 13 , SEPTEMBER, 2006. O3 Hd A THE DISTANCES COMPUTED FROM THE COORDINATES a14 bs HPGN D CA SHOWN HEREON ARE "GRID DISTANCES”. TO OBTAIN a A/ O3 HK "GROUND" DISTANCES, DIVIDE THE "GRID DISTANCE” Zt * BY THE "COMBINED FACTOR". COMBINED FACTORS FOR SS Reh TI5N EACH POINT ARE INCLUDED IN THE COORDINATE LISTINGS. L. ; ‘ . — eae eee NETWORK OBSERVATIONS OF GNSS VECTORS WERE HPGN CA PROCESSED WITH TRIMBLE BUSINESS CENTER SOFTWARE, 03 05 (VER. 2.81). ONLY INDEPENDENTLY OBSERVED BASELINES WERE INCLUDED IN THE NETWORK ADJUSTMENTS. ALL STATIONS IN THE NETWORK WERE OCCUPIED A MINIMUM OF TWO TIMES USING FIXED HEIGHT TRIPODS. IN THE NETWORK ADJUSTMENT, SETUP ERRORS WERE SET TO DEW DROP 0.007’ FOR CENTERING AND HEIGHT MEASUREMENT ERROR. THE A POSTERIORI WEIGHTS GIVEN TO SETUP ERRORS AND VECTOR COVARIANCES BROUGHT THE MINIMALLY CONSTRAINED NETWORK INTO STATISTICAL UNITY WITH A VARIANCE FACTOR OF 1.00. IN THE CONSTRAINED ADJUSTMENT, 10 NGS STATIONS WERE HELD FIXED IN THEIR PUBLISHED LATITUDE, LONGITUDE AND ELLIPSOID HEIGHT. THE REFERENCE FACTOR WENT UP SLIGHTLY TO 1.38 WHICH DEMONSTRATES A SMALL AMOUNT OF DISAGREEMENT BETWEEN THE PUBLISHED CONTROL VALUES. RESIDUALS REMAINED SMALL AS DID THE ERROR ELLIPSES FOR EACH NEW STATION IN THE NETWORK. THE FINAL COORDINATES FOR NEW CONTROL ESTABLISHED IN THIS SURVEY WERE DETERMINED FROM THE CONSTRAINED NETWORK ADJUSTMENT. TIAN R7E BASIS OF BEARING AND COORDINATES BEARINGS, DISTANCES AND COORDINATES ESTABLISHED IN THIS PROJECT CONTROL SURVEY ARE BASED ON THE NORTH AMERICAN DATUM OF 1983,(1998) EPOCH 2004.69,CCS ZONE 2 SURVEYOR’ S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR’S ACT AT THE REQUEST OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATIONCALTRANS IN NOVEMBER, 2013 Publ THhemae unl PAUL THOMAS DUNHAM PLS. 6076 EXPIRATION DATE: DECEMBER 31, 2013 NORTH REGION OFFICE OF SURVEYORS COUNTY SURVEYOR’S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS ACT THIS /37% DAY OF GECEM FEAR, 2013. BY: aw Abb KEVIN JOHN NELSON , PLS 8423 NEVADA COUNTY SURVEYOR LICENSE EXPIRES 12/31/2014 RECORDER’ S STATEMENT FILED THIS 18 pay OF Dec, 2013 ATI. : 0¢4.m. IN BOOK IS OF SURVEYS, AT PAGE /40 , AT THE REQUEST OF CALTRANS. Oreqarn ). DIAZ. GREGORY J.DIAZ NEVADA COUNTY RECORDER or lh sad Shigeo DEPUTY COUNTY RECORDER Ab1Z 00228 5b DOC. NO. NO FEE REQUIRED PER GOVERNMENT CODE 6103 TATE CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF TRANSPORTATION LEGEND NORTH REGION OFFICE OF SURVEYORS ’ FOUND NGS HORIZONTAL CONTROL MONUMENTS AS SHOWN ON SHEET 2 RECORD OF SURVEY iN FOR GPS re? PROJECT CONTROL ~ TOWNSHIP, RANGE LINE STATE HIGHWAY 20 & HPGN D CA UNITS: US SURVEY FEET O3 FH ca. ATE. PMs SHEET NUMBER NEV 20 0.0 / 6.6 i OF 2 2S 15];40 MAP 140

BOOK L& OF SURVEYS, PAGE 140 VICINITY MAP STATE OF CALIFORNIA / BUSINESS, TRANSPORTATION AND HOUSING AGENCY Nor Th — DEPARTMENT OF TRANSPORTATION y San ua Saleen ae yao -“((,, GPS i" a PROJECT CONTROL SURVEY © YUBA COUNTY S / “— STATE HIGHWAY 20 oe PROUECT Lacy / CRASS > ON —— MLE IN THE UNINCORPORATED TERRITORY OF THE COUNTIES O \ YUBA AND NEVADA,STATE OF CALIFORNIA, ALONG HIGWAY 20 IN -{ ) . TIS5N R4E SEC:25 p MARYSVILLE NEVADA TISN RSE SEC: 20, 21, 22, 23, 24, 29, 30 A Olivehurst NTY TI5N RG6E SEC: 19, 25, 28, 29, 30, 53, 34, 35, 36 \ COU OD TISN R7E SEC:31,32 O's rs OF THE MOUNT DIABLO BASE AND MERIDIAN , . \ Wheatland NN om™~ ; we 15000 =O 15000 30000 ey SCALE: 1"= 15000’ A Ad y, SURVEYOR’S NOTES HONCUT . READER THIS RECORD OF SURVEY WAS PREPARED AND FILED as x er ; TO SATISFY SECTION 8813 OF THE PUBLIC RESOURCES Z A CODE FOR SUBSEQUENT SURVEYING SEGMENTS OF ; a4 a4 am . A_» CALTRANS PROJECT E.A. 4C830. IT DOES NOT DEFINE PROPERTY BOUNDARY LOCATIONS AND MAKES NO o TIES TO TITLE LINES. THIS STATIC GPS CONTROL SURVEY QUALIFIES AS TIGN 1-CENTIMETER ACCURACY CLASSIFICATION AS DEFINED NN _—° BY THE FEDERAL GEOGRAPHIC DATA COMMITTEE [ . PUBLICATION GEOSPATIAL POSITIONING ACCURACY NN STANDARDS, FGDC-STD-007.2-1998. THIS SURVEY ALSO REF CONFORMS TO THIRD ORDER SURVEYS AS DEFINED IN “MON 16 16 . THE CALIFORNIA DEPARTMENT OF TRANSPORTATION HPGN CA SPECIFICATIONS FOR GPS SURVEYS DATED HPGN D CA 03 13 , SEPTEMBER, 2006. O3 Hd A THE DISTANCES COMPUTED FROM THE COORDINATES a14 bs HPGN D CA SHOWN HEREON ARE "GRID DISTANCES”. TO OBTAIN a A/ O3 HK "GROUND" DISTANCES, DIVIDE THE "GRID DISTANCE” Zt * BY THE "COMBINED FACTOR". COMBINED FACTORS FOR SS Reh TI5N EACH POINT ARE INCLUDED IN THE COORDINATE LISTINGS. L. ; ‘ . — eae eee NETWORK OBSERVATIONS OF GNSS VECTORS WERE HPGN CA PROCESSED WITH TRIMBLE BUSINESS CENTER SOFTWARE, 03 05 (VER. 2.81). ONLY INDEPENDENTLY OBSERVED BASELINES WERE INCLUDED IN THE NETWORK ADJUSTMENTS. ALL STATIONS IN THE NETWORK WERE OCCUPIED A MINIMUM OF TWO TIMES USING FIXED HEIGHT TRIPODS. IN THE NETWORK ADJUSTMENT, SETUP ERRORS WERE SET TO DEW DROP 0.007’ FOR CENTERING AND HEIGHT MEASUREMENT ERROR. THE A POSTERIORI WEIGHTS GIVEN TO SETUP ERRORS AND VECTOR COVARIANCES BROUGHT THE MINIMALLY CONSTRAINED NETWORK INTO STATISTICAL UNITY WITH A VARIANCE FACTOR OF 1.00. IN THE CONSTRAINED ADJUSTMENT, 10 NGS STATIONS WERE HELD FIXED IN THEIR PUBLISHED LATITUDE, LONGITUDE AND ELLIPSOID HEIGHT. THE REFERENCE FACTOR WENT UP SLIGHTLY TO 1.38 WHICH DEMONSTRATES A SMALL AMOUNT OF

DISAGREEMENT BETWEEN THE PUBLISHED CONTROL VALUES. RESIDUALS REMAINED SMALL AS DID THE ERROR ELLIPSES FOR EACH NEW STATION IN THE NETWORK. THE FINAL COORDINATES FOR NEW CONTROL ESTABLISHED IN THIS SURVEY WERE DETERMINED FROM THE CONSTRAINED NETWORK ADJUSTMENT. TIAN R7E BASIS OF BEARING AND COORDINATES BEARINGS, DISTANCES AND COORDINATES ESTABLISHED IN THIS PROJECT CONTROL SURVEY ARE BASED ON THE NORTH AMERICAN DATUM OF 1983,(1998) EPOCH 2004.69,CCS ZONE 2 SURVEYOR’ S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR’S ACT AT THE REQUEST OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATIONCALTRANS IN NOVEMBER, 2013 Publ THhemae unl PAUL THOMAS DUNHAM PLS. 6076 EXPIRATION DATE: DECEMBER 31, 2013 NORTH REGION OFFICE OF SURVEYORS COUNTY SURVEYOR’S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS ACT THIS /37% DAY OF GECEM FEAR, 2013. BY: aw Abb KEVIN JOHN NELSON , PLS 8423 NEVADA COUNTY SURVEYOR LICENSE EXPIRES 12/31/2014 RECORDER’ S STATEMENT FILED THIS 18 pay OF Dec, 2013 ATI. : 0¢4.m. IN BOOK IS OF SURVEYS, AT PAGE /40 , AT THE REQUEST OF CALTRANS. Oreqarn ). DIAZ. GREGORY J.DIAZ NEVADA COUNTY RECORDER or lh sad Shigeo DEPUTY COUNTY RECORDER Ab1Z 00228 5b DOC. NO. NO FEE REQUIRED PER GOVERNMENT CODE 6103 TATE CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF TRANSPORTATION LEGEND NORTH REGION OFFICE OF SURVEYORS ’ FOUND NGS HORIZONTAL CONTROL MONUMENTS AS SHOWN ON SHEET 2 RECORD OF SURVEY iN FOR GPS re? PROJECT CONTROL ~ TOWNSHIP, RANGE LINE STATE HIGHWAY 20 & HPGN D CA UNITS: US SURVEY FEET O3 FH ca. ATE. PMs SHEET NUMBER NEV 20 0.0 / 6.6 i OF 2 2S 15];40 MAP 140