Nevada County Recorders Survey Maps Book 15 (274 images)

BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1927 (NAD27), CALIFORNIA ZONE 2 AS DETERMINED BY CALTRANS HWY MAP Iil, NEV-80, PAGES 2-4, MONUMENTS SHOWN HEREON. 89 . UNLESS OTHERWISE NOTED, BEARINGS SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1927, ZONE 2. DISTANCES SHOWN ARE GROUND DISTANCES. COORDINATES SHOWN ARE GROUND COORDINATES SCALED FROM POINT NO. 10116 AT CALTRANS PROJECT COMBINED FACTOR OF 0.99964. [ GEODETIC GRID —< NOTES . THE COMBINED GRID FACTOR IS 0.99964 AS SHOWN ON THE REFERENCED CALTRANS RECORDS. TO OBTAIN GRID DISTANCES, MULTIPLY GROUND DISTANCES BY THE COMBINED GRID FACTOR. ROTATE GRID BEARINGS SHOWN HEREON 01°09’09” COUNTER CLOCKWISE AT POINT NO. 10116 TO OBTAIN GEODETIC (TRUE) BEARINGS. . THE PURPOSE OF THIS SURVEY IS TO SHOW THE MONUMENTATION OF THE LINES ESTABLISHED IN THE DEEDS RECORDED IN DOCUMENTS 2008-17909 THROUGH 2008-17913 O.R. INCLUSIVE AS REQUIRED BY SECTION 8762(B)(5) OF THE PROFESSIONAL LAND SURVEYORS ACT. . PURSUANT TO SECTION 8771(A)(B) OF THE PROFESSIONAL LAND SURVEYORS ACT, MONUMENTS THAT MAY HAVE BEEN FOUND PRECONSTRUCTION AND SUBSEQUENTLY DESTROYED HAVE BEEN SUFFICIENTLY PERPETUATED BY THE MONUMENTATON SHOWN HEREON. CONVERGENCE ANGLE AT POINT 10116 —01°09'09” VICINITY MAP 1000’ 6) 500° 1000’ NOT TO SCALE 2000’ a SCALE: 1”=1000’ . } SURVEYOR'S STATEMENT 34 35 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS ACT AT THE REQUEST OF THE VERTEX CONSTRUCTION SERIVICES IN OCTOBER OF 2012. _ =, 7 TO 3 [2 1 2/\ ’ “ RECORDER S STATEMENT FILED THIS 407 pay oF Book July 4, IN , 20(3 at It: . AT THE REQUEST OF _/S OF SURVEYS, AT PAGES ~ fal VERTEX CONSTRUCTION SERVICES. By: aFr“FRAN . SE RECOUIRR Sei STIGIN 2 L.S. 7051 DATE bx hes: (2-31-14 a VC0\N) .)Draz COUNTY OF NEVADA, CALIFORNIA qT. 1 he eM a E., Fie no: . 8 SUB. 125 . COUNTY SURVEYOR’S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS ACT THIS 9TH DAY OF _J¥véy , 2013. 8 SUB. 139 S a Cf 1 FEE: HEET 3 \ ij 3 es. r 10 DEPUTY COUNTY RECORDER SHEET . RwAIZSAO19bUS 8 SUB. 182 214 11 ——_««~« ¢ /P #12 / G05 Sutter St Ste 200 Folsom CA 95630 (916) 366-3040 Fax (916) 366-3303s BY: 7 KEVIN J. . SON P.L.S. 8423 DATE: _ 7 (3 RE. Y. ENGINEERS Inc. SHEET INDEX Civil Engineers / Land Surveyors NEVADA COUNTY SURVEYOR COUNTY OF NEVADA, STATE OF CALIFORNIA 1”=1000' RECORD OF SURVEY OF MONUMENTATION FOR INTERNATIONAL FIDELITY INSURANCE COMPANY SECTIONS 2 AND 11, T.17N., R.16E., H.B.&M. TOWN OF TRUCKEE, NEVADA COUNTY, STATE OF CALIFORNIA JUNE 2013 CO. RTE. } NEV] 89. P.M. __1.5 E.A. SHEET NUMBER 3 1 OF ps Sto!

BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1927 (NAD27), CALIFORNIA ZONE 2 AS DETERMINED BY CALTRANS HWY MAP Iil, NEV-80, PAGES 2-4, MONUMENTS SHOWN HEREON. 89 . UNLESS OTHERWISE NOTED, BEARINGS SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1927, ZONE 2. DISTANCES SHOWN ARE GROUND DISTANCES. COORDINATES SHOWN ARE GROUND COORDINATES SCALED FROM POINT NO. 10116 AT CALTRANS PROJECT COMBINED FACTOR OF 0.99964. [ GEODETIC GRID —< NOTES . THE COMBINED GRID FACTOR IS 0.99964 AS SHOWN ON THE REFERENCED CALTRANS RECORDS. TO OBTAIN GRID DISTANCES, MULTIPLY GROUND DISTANCES BY THE COMBINED GRID FACTOR. ROTATE GRID BEARINGS SHOWN HEREON 01°09’09” COUNTER CLOCKWISE AT POINT NO. 10116 TO OBTAIN GEODETIC (TRUE) BEARINGS. . THE PURPOSE OF THIS SURVEY IS TO SHOW THE MONUMENTATION OF THE LINES ESTABLISHED IN THE DEEDS RECORDED IN DOCUMENTS 2008-17909 THROUGH 2008-17913 O.R. INCLUSIVE AS REQUIRED BY SECTION 8762(B)(5) OF THE PROFESSIONAL LAND SURVEYORS ACT. . PURSUANT TO SECTION 8771(A)(B) OF THE PROFESSIONAL LAND SURVEYORS ACT, MONUMENTS THAT MAY HAVE BEEN FOUND PRECONSTRUCTION AND SUBSEQUENTLY DESTROYED HAVE BEEN SUFFICIENTLY PERPETUATED BY THE MONUMENTATON SHOWN HEREON. CONVERGENCE ANGLE AT POINT 10116 —01°09'09” VICINITY MAP 1000’ 6) 500° 1000’ NOT TO SCALE 2000’ a SCALE: 1”=1000’ . } SURVEYOR'S STATEMENT 34 35 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS ACT AT THE REQUEST OF THE VERTEX CONSTRUCTION SERIVICES IN OCTOBER OF 2012. _ =, 7 TO 3 [2 1 2/\ ’ “ RECORDER S STATEMENT FILED THIS 407 pay oF Book July 4, IN , 20(3 at It: . AT THE REQUEST OF _/S OF SURVEYS, AT PAGES ~ fal VERTEX CONSTRUCTION SERVICES. By: aFr“FRAN . SE RECOUIRR Sei STIGIN 2 L.S. 7051 DATE bx hes: (2-31-14 a VC0\N) .)Draz COUNTY OF NEVADA, CALIFORNIA qT. 1 he eM a E.,

Fie no: . 8 SUB. 125 . COUNTY SURVEYOR’S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS ACT THIS 9TH DAY OF _J¥véy , 2013. 8 SUB. 139 S a Cf 1 FEE: HEET 3 \ ij 3 es. r 10 DEPUTY COUNTY RECORDER SHEET . RwAIZSAO19bUS 8 SUB. 182 214 11 ——_««~« ¢ /P #12 / G05 Sutter St Ste 200 Folsom CA 95630 (916) 366-3040 Fax (916) 366-3303s BY: 7 KEVIN J. . SON P.L.S. 8423 DATE: _ 7 (3 RE. Y. ENGINEERS Inc. SHEET INDEX Civil Engineers / Land Surveyors NEVADA COUNTY SURVEYOR COUNTY OF NEVADA, STATE OF CALIFORNIA 1”=1000' RECORD OF SURVEY OF MONUMENTATION FOR INTERNATIONAL FIDELITY INSURANCE COMPANY SECTIONS 2 AND 11, T.17N., R.16E., H.B.&M. TOWN OF TRUCKEE, NEVADA COUNTY, STATE OF CALIFORNIA JUNE 2013 CO. RTE. } NEV] 89. P.M. __1.5 E.A. SHEET NUMBER 3 1 OF ps Sto!