Nevada County Recorders Survey Maps Book 15 (274 images)

1. AFTER AN EXTENSIVE SEARCH FOR ORIGINAL MONUMENTS SET PER REFERENCE NO. 2, THE BOUNDARY LINES OF THE SUBJECT PARCELS WERE DETERMINED BY ANALYSIS OF EXISTING FENCE LINES WITHIN THE SUBDIVISION, TOGETHER WITH HOLDING THE POSITION OF THE MOST SOUTHERLY CORNER OF LOT 79 AND ROTATING TITLE LINES TO A FOUND MONUMENT AT THE SOUTHWEST CORNER OF LOT 35 (NORTH SIDE OF SPRUCE ST.) 2. THE WESTERLY CENTERLINE OF THE RAILROAD WAS FIELD TIED. A BEST FIT OF THE CENTERLINE OF TRACKS RESULTED IN A RADIUS OF 3603.32 FEET VERSES A RADIUS OF 3125.26 FEET COMPUTED UTILIZING A 200’ OFFSET FROM THE THE WESTERLY LINES OF LOTS 76 THROUGH 79 DEPICTED AS "CENTERLINE OF ORIGINAL CPRR" ON REFERENCE NO. 1. WHETHER THE WESTERLY TRACKS ARE CURRENTLY IN THE SAME POSITION AS THE ORIGINAL TRACKS IS UNKNOW BY THIS SURVEYOR. THE WESTERLY LINES OF SAID LOTS 76 THROUGH 79 WERE ESTABLISHED FROM ANALYSIS OF THE POSITIONS OF FOUND MONUMENTS AND FENCE LOCATIONS AS PER NOTE 1 ABOVE. AREA NOTE: THE TOTAL AREA FOR LOTS 76 THROUGH 79 IS 6,386 SQ. FT. +. LEGEND FOUND POINT AS NOTED SET 3%" REBAR W/ CAP "PLS 5583" Qo 86 CALCULATED POSITION PER REF. NO. 1 NOTHING FOUND OR SET CENTERLINE rp © PROPERTY LINE CLF K x Co, Ro, CHAIN LINK FENCE Nin VV (R) RADIAL BEARING \ \ \ % 3) ~) % Ve \ UNION PACIFIC RAILROAD mn 4 ia fi @ Q B \" a ra 9 Ae ° m a) w\F sy Ae A Ae 3 ¢ c XR A \ Ae 3) A\S. m Mm ~. % ~\2 \G 2 ‘i 9 ee) o i} A @ > SCALE 1"=30' 2 call ONE . N Oo \ . . . . . . \ . \ LOT 42 LOT ae \ LOT 44 nol &© \ PTN. LOT 75 — re i \ TRUCKEE DONNER RECREATION SW CORNER OF LOT 35 \ AND PARK DISTRICT S FOUND 10" SPIKE PER R1 \ IS << N20°17'50" E 0.90" FROM VOL.427, PG. 278 lal NI RECORD POSITION (R1) . ” . . . By . \ LOT 42-A . & \ we \ . 99) 20 . e LOT 52 . . / PTN. LOT 42-A PTN.LOT43.A . PTN. LOT 44-A . 4 . \ \ \ . . \ A _ — = fe \ SY a . \ oh CEDAR ST. (PRIVATE) oY . — Q” N89°06'30"E (R1) . G. HOVORKA Y N87°55'22"E DOC. NO. 20130023294 56.31 Nh . 56.33" (R1) — Oo A=1° 223" Z ~ . 2968 sQ. FT. + 2 gi 6 R=2925.26' "1 \ 3 IP L=61.59" ] SEE DETAILA 28 ~ / alg \ . . > i _— / . . Se N89°06'30"E (R1) aS N87°55'22"E Oo z 42.39' 4 ml O 42.4' (R1) Al) LOT 59 mo A=01°12'45" LOT 77 S164 F S. . . R=2925 .26'———-\_ 2093 S.F.+ Re . L=61.91' os mo BY > 2 9' x NE9°06'30"E . =H TI 5 R1) Jae & QZ — ~ N87°55'22"E 2 s. < OTe eye . J. BAILEY A=0°48'44" 97.16" (R1 ih DOC. NO. 91-019834 =2925.26——\. _ OT 78 = Oe Leer 869 S.F.+ ro) . =] N89°06'30"E (R1) +} N87°55'22"E LOT 59-A L162 LOT 79 456 S.F.£ . A=1°08'04" ‘B . R=2925.26' 20! 20° . L=57.93' . erst FND.Y," IRON PIPE TAMARACK ST. (PRIVATE) CENTERLINE OF RIGHT-OF-WAY eee aS FLORISTON * / R=2925.26' i g ' A=1°12'23" ¥ L=61.59' 4 RECORD OF SURVEY FOR DETAILA VERIZON CELLULAR BEING LOTS 76 THROUGH 79, MAP OF FLORISTON, BK. 1, PG. 88 LYING WITHIN THE SOUTHWEST 1/4 SECTION 30, T. 18N., R.18E., M.D.M. NEVADA COUNTY PLANNERS + ENGINEERS + LANDSCAPE ARCHITECTS SURVEYORS + CONSTRUCTION OBSERVATION 1150 CORPORATE BLVD. RENO, NV 89502 (775) 856-1150 FAX: (775) 856-1160 CALIFORNIA JOB NO. DRAWN BY CHECKED BY DATE SHEET 14015.01 MM RL fj 01/28/2015

1. AFTER AN EXTENSIVE SEARCH FOR ORIGINAL MONUMENTS SET PER REFERENCE NO. 2, THE BOUNDARY LINES OF THE SUBJECT PARCELS WERE DETERMINED BY ANALYSIS OF EXISTING FENCE LINES WITHIN THE SUBDIVISION, TOGETHER WITH HOLDING THE POSITION OF THE MOST SOUTHERLY CORNER OF LOT 79 AND ROTATING TITLE LINES TO A FOUND MONUMENT AT THE SOUTHWEST CORNER OF LOT 35 (NORTH SIDE OF SPRUCE ST.) 2. THE WESTERLY CENTERLINE OF THE RAILROAD WAS FIELD TIED. A BEST FIT OF THE CENTERLINE OF TRACKS RESULTED IN A RADIUS OF 3603.32 FEET VERSES A RADIUS OF 3125.26 FEET COMPUTED UTILIZING A 200’ OFFSET FROM THE THE WESTERLY LINES OF LOTS 76 THROUGH 79 DEPICTED AS "CENTERLINE OF ORIGINAL CPRR" ON REFERENCE NO. 1. WHETHER THE WESTERLY TRACKS ARE CURRENTLY IN THE SAME POSITION AS THE ORIGINAL TRACKS IS UNKNOW BY THIS SURVEYOR. THE WESTERLY LINES OF SAID LOTS 76 THROUGH 79 WERE ESTABLISHED FROM ANALYSIS OF THE POSITIONS OF FOUND MONUMENTS AND FENCE LOCATIONS AS PER NOTE 1 ABOVE. AREA NOTE: THE TOTAL AREA FOR LOTS 76 THROUGH 79 IS 6,386 SQ. FT. +. LEGEND FOUND POINT AS NOTED SET 3%" REBAR W/ CAP "PLS 5583" Qo 86 CALCULATED POSITION PER REF. NO. 1 NOTHING FOUND OR SET CENTERLINE rp © PROPERTY LINE CLF K x Co, Ro, CHAIN LINK FENCE Nin VV (R) RADIAL BEARING \ \ \ % 3) ~) % Ve \ UNION PACIFIC RAILROAD mn 4 ia fi @ Q B \" a ra 9 Ae ° m a) w\F sy Ae A Ae 3 ¢ c XR A \ Ae 3) A\S. m Mm ~. % ~\2 \G 2 ‘i 9 ee) o i} A @ > SCALE 1"=30' 2 call ONE . N Oo \ . . . . . . \ . \ LOT 42 LOT ae \ LOT 44 nol &© \ PTN. LOT 75 — re i \ TRUCKEE DONNER RECREATION SW CORNER OF LOT 35 \ AND PARK DISTRICT S FOUND 10" SPIKE PER R1 \ IS << N20°17'50" E 0.90" FROM VOL.427, PG. 278 lal NI RECORD POSITION (R1) . ” . . . By . \ LOT 42-A . & \ we \ . 99) 20 . e LOT 52 . . / PTN. LOT 42-A PTN.LOT43.A . PTN. LOT 44-A . 4 . \

\ \ . . \ A _ — = fe \ SY a . \ oh CEDAR ST. (PRIVATE) oY . — Q” N89°06'30"E (R1) . G. HOVORKA Y N87°55'22"E DOC. NO. 20130023294 56.31 Nh . 56.33" (R1) — Oo A=1° 223" Z ~ . 2968 sQ. FT. + 2 gi 6 R=2925.26' "1 \ 3 IP L=61.59" ] SEE DETAILA 28 ~ / alg \ . . > i _— / . . Se N89°06'30"E (R1) aS N87°55'22"E Oo z 42.39' 4 ml O 42.4' (R1) Al) LOT 59 mo A=01°12'45" LOT 77 S164 F S. . . R=2925 .26'———-\_ 2093 S.F.+ Re . L=61.91' os mo BY > 2 9' x NE9°06'30"E . =H TI 5 R1) Jae & QZ — ~ N87°55'22"E 2 s. < OTe eye . J. BAILEY A=0°48'44" 97.16" (R1 ih DOC. NO. 91-019834 =2925.26——\. _ OT 78 = Oe Leer 869 S.F.+ ro) . =] N89°06'30"E (R1) +} N87°55'22"E LOT 59-A L162 LOT 79 456 S.F.£ . A=1°08'04" ‘B . R=2925.26' 20! 20° . L=57.93' . erst FND.Y," IRON PIPE TAMARACK ST. (PRIVATE) CENTERLINE OF RIGHT-OF-WAY eee aS FLORISTON * / R=2925.26' i g ' A=1°12'23" ¥ L=61.59' 4 RECORD OF SURVEY FOR DETAILA VERIZON CELLULAR BEING LOTS 76 THROUGH 79, MAP OF FLORISTON, BK. 1, PG. 88 LYING WITHIN THE SOUTHWEST 1/4 SECTION 30, T. 18N., R.18E., M.D.M. NEVADA COUNTY PLANNERS + ENGINEERS + LANDSCAPE ARCHITECTS SURVEYORS + CONSTRUCTION OBSERVATION 1150 CORPORATE BLVD. RENO, NV 89502 (775) 856-1150 FAX: (775) 856-1160 CALIFORNIA JOB NO. DRAWN BY CHECKED BY DATE SHEET 14015.01 MM RL fj 01/28/2015