Nevada County Recorders Survey Maps Book 15 (274 images)

15 ° i i] N 19°15'18"W 744.92 (R5) Tie to NE cor. GV townsite FOR . S t nves wan : t I } en \ N 26°25'13"W 856.37' \ (N 26°16'34"W 856.37')R3 DX Tie to NE cor. GV townsite 28.23'(R3)— cap, LS 5954 o" ©, 9.8. 8 (a9) ao O4 : o no ta Pon \\ Oo rotated 00°18'25" counterclockwise. Monuments recovered as shown above. BASIS OF BEARINGS: Bearings shown hereon are based upon monuments C4 recovered as shown on the Parcel Map filed in Book 2 of Parcel Maps at Page 224, Nevada County Distance s" . W ssrso'a 55°45'16" E [45,75 26.67! N 92.63' Are: 28.37! Rad: 16.43° es ~ @°\\ We @ 20.00 Chamberlin { 6 WN y 2 \ Ra “. ei68°12! a\y, CA: 98°56'19" = one cess— ae ‘., Od C6 N22°31°56" W 12.70! AS ANS, C7 N 48°36'57" E 27.94' On Dn Az ‘S O ~\ FEE: #7 2 poc No. ab O18 NS ) . "RB" B\% e\ & WP 31.59! Rad: 140.00' Arc: 76.48' CA: 31°18'01" Chd: § 12°06'39" W 75.53' D5 Tan: 39.22' § 31°19'01" W S$ 31°19'29" W P) COUNTY SURVEYORS STATEMENT: \e This map has been examined in accordance with Section 8766 of the Professional Land Surveyor's Act \ this 2”0 day of Jiuzy \® Bi 365+21.38BC(R1,R2) 364+70.09(R1) A = 354'57" a / 1 (R1) 26.36’ (R1) E\G, ( )R3 Record per 2007-31998 (deed). This has been rotated 00°15'34” counterclockwise ( )R4 Record per 314 OR 636 and US 3-236, N 56°04°17°E a eo 9.75'(R1) 60’ — _o _ *O O) These have been rotated 00°15'34” counterclockwise es 2K ; ( )R5 Record per RS 12-442. This has been rotated 00°18'25” counterclockwise =\mm 2ri Ae 3/4" Rebar tagged LS 4821 4 ore 22.08 ee @ ® ow we 9 5 187 33.23'(R1 y\ Q6 : Oe 5 »\a 2 \ s 8705'00"W 42.07 (Rt) 2\ @ Ss 3/4" Rebar S 73°45'00°W 33.00'(R1 S 72°10°51"W 2 4 ZY (RY) ae B ; S _ a? U W 1/4 Cor. Sec. < © . 26 per R1 fo) fe_—— aa ., SET 5/8 Rebar, LS 6792 or as described rotated 00°03’54” counterclockwise PD Pr 1” = LEGEND: ( )R1 Record per RS 9-97 ( )R2 Record per Cal—Trans Monument Map 03NEV-20, post mile 11.9/18.6. This has been NS, nee License expires 12/31/14 @ SY O Kevin“Nelson LS 8423 County Surveyor Arc 102.49 \ ‘ Now LAL ho S 31°40'25"E O FOUND AS DESCRIBED © NOT FOUND, NOT SET DEPUTY 4 + 20/3 "B” 366+18.96(R2) B1 362+00(R1,R2) » 10.51' 65.24 a 5——o \e Rad 1500.00"RID B\ ®, S 89°27'55"E _. )“ — Gregory J. Diaz COUNTY RECORDER Chd: S$ 10°01'01" E "B” 365+61.27(R2) Bi 364+84.80 B1 364+62.00(R2) » 2d/3 at Filed this 32 day of Tay. [1 5. at 7 in Book . & of Surveys at Page request of Stephen Hein 1 Ik 1 \,88.00(88) . 7bin) © 26"wW\ 34"W Tan: 19.22! RECORDER ‘SS STATEMENT: 9 © \\%, \Ye. 80.14: 61.71 " E 19°45'51 S§Rad: Arc: 31.66' 140.00' Tan: 18.90' . CA: 12°57'18" D4 %\\e \e 5007-31998 = Records Bearing N 31°54'25" W coC3 LS 6792 Distance Bearing D3 A f. } oO) Course information per R5, D1D2 \\ &a] \\ ak¥,\ Oy a\"o (530) 273-6651 Course S \ @ °. Ci Stephen Hein Course information per R2, * -~ Course Point pantentee. By 0 2 dated . Consolidated % “e) Scale: 1” = 50’ March, 2013 California Survey Company viae 2 Rae! CALIFORNIA ape a heirs or assignees of ° be oe Se 0% The City of Grass Valley, At the request of Brnda Gillum in February, 2013. Creek, Ownership in this area appears to vest in 60 2: 5 ipe, In the incorporated territory of NEVADA COUNTY, PK nail with tag, LS 6792 S 58°25'35"E 8.91 YF 3/4" Iron oO per R5 S) 6 This map correc or under my direction in conformance with the requirements of the Professional Land Surveyor's Act to NE cor. GV townsite gh \ 6"E N 54°01'2 5/8" Rebar, with plastic (N 35°17'34"W 871.64')R4 ZENS \ce 41.58' OA A N 89°55'58I'W ee A 7X” . 88.11) ‘a os & SURVEY OF RECORD \ : S STATEMENT SURVEYOR’tly represents a survey made by me N 35°22'33"W 871.69' iS) 52° 4"E 6. 51° cs N 68°33' or e 108.26' Ws oon z 409 5 6t5zoo" tagged LS 4821 1" Square iron pin, LS 2089

15 ° i i] N 19°15'18"W 744.92 (R5) Tie to NE cor. GV townsite FOR . S t nves wan : t I } en \ N 26°25'13"W 856.37' \ (N 26°16'34"W 856.37')R3 DX Tie to NE cor. GV townsite 28.23'(R3)— cap, LS 5954 o" ©, 9.8. 8 (a9) ao O4 : o no ta Pon \\ Oo rotated 00°18'25" counterclockwise. Monuments recovered as shown above. BASIS OF BEARINGS: Bearings shown hereon are based upon monuments C4 recovered as shown on the Parcel Map filed in Book 2 of Parcel Maps at Page 224, Nevada County Distance s" . W ssrso'a 55°45'16" E [45,75 26.67! N 92.63' Are: 28.37! Rad: 16.43° es ~ @°\\ We @ 20.00 Chamberlin { 6 WN y 2 \ Ra “. ei68°12! a\y, CA: 98°56'19" = one cess— ae ‘., Od C6 N22°31°56" W 12.70! AS ANS, C7 N 48°36'57" E 27.94' On Dn Az ‘S O ~\ FEE: #7 2 poc No. ab O18 NS ) . "RB" B\% e\ & WP 31.59! Rad: 140.00' Arc: 76.48' CA: 31°18'01" Chd: § 12°06'39" W 75.53' D5 Tan: 39.22' § 31°19'01" W S$ 31°19'29" W P) COUNTY SURVEYORS STATEMENT: \e This map has been examined in accordance with Section 8766 of the Professional Land Surveyor's Act \ this 2”0 day of Jiuzy \® Bi 365+21.38BC(R1,R2) 364+70.09(R1) A = 354'57" a / 1 (R1) 26.36’ (R1) E\G, ( )R3 Record per 2007-31998 (deed). This has been rotated 00°15'34” counterclockwise ( )R4 Record per 314 OR 636 and US 3-236, N 56°04°17°E a eo 9.75'(R1) 60’ — _o _ *O O) These have been rotated 00°15'34” counterclockwise es 2K ; ( )R5 Record per RS 12-442. This has been rotated 00°18'25” counterclockwise =\mm 2ri Ae 3/4" Rebar tagged LS 4821 4 ore 22.08 ee @ ® ow we 9 5 187 33.23'(R1 y\ Q6 : Oe 5 »\a 2 \ s 8705'00"W 42.07 (Rt) 2\ @ Ss 3/4" Rebar S 73°45'00°W 33.00'(R1 S 72°10°51"W 2 4 ZY (RY) ae B ; S _ a? U W 1/4 Cor. Sec. < © . 26 per R1 fo) fe_—— aa

., SET 5/8 Rebar, LS 6792 or as described rotated 00°03’54” counterclockwise PD Pr 1” = LEGEND: ( )R1 Record per RS 9-97 ( )R2 Record per Cal—Trans Monument Map 03NEV-20, post mile 11.9/18.6. This has been NS, nee License expires 12/31/14 @ SY O Kevin“Nelson LS 8423 County Surveyor Arc 102.49 \ ‘ Now LAL ho S 31°40'25"E O FOUND AS DESCRIBED © NOT FOUND, NOT SET DEPUTY 4 + 20/3 "B” 366+18.96(R2) B1 362+00(R1,R2) » 10.51' 65.24 a 5——o \e Rad 1500.00"RID B\ ®, S 89°27'55"E _. )“ — Gregory J. Diaz COUNTY RECORDER Chd: S$ 10°01'01" E "B” 365+61.27(R2) Bi 364+84.80 B1 364+62.00(R2) » 2d/3 at Filed this 32 day of Tay. [1 5. at 7 in Book . & of Surveys at Page request of Stephen Hein 1 Ik 1 \,88.00(88) . 7bin) © 26"wW\ 34"W Tan: 19.22! RECORDER ‘SS STATEMENT: 9 © \\%, \Ye. 80.14: 61.71 " E 19°45'51 S§Rad: Arc: 31.66' 140.00' Tan: 18.90' . CA: 12°57'18" D4 %\\e \e 5007-31998 = Records Bearing N 31°54'25" W coC3 LS 6792 Distance Bearing D3 A f. } oO) Course information per R5, D1D2 \\ &a] \\ ak¥,\ Oy a\"o (530) 273-6651 Course S \ @ °. Ci Stephen Hein Course information per R2, * -~ Course Point pantentee. By 0 2 dated . Consolidated % “e) Scale: 1” = 50’ March, 2013 California Survey Company viae 2 Rae! CALIFORNIA ape a heirs or assignees of ° be oe Se 0% The City of Grass Valley, At the request of Brnda Gillum in February, 2013. Creek, Ownership in this area appears to vest in 60 2: 5 ipe, In the incorporated territory of NEVADA COUNTY, PK nail with tag, LS 6792 S 58°25'35"E 8.91 YF 3/4" Iron oO per R5 S) 6 This map correc or under my direction in conformance with the requirements of the Professional Land Surveyor's Act to NE cor. GV townsite gh \ 6"E N 54°01'2 5/8" Rebar, with plastic (N 35°17'34"W 871.64')R4 ZENS \ce 41.58' OA A N 89°55'58I'W ee A 7X” . 88.11) ‘a os & SURVEY OF RECORD \ : S STATEMENT SURVEYOR’tly represents a survey made by me N 35°22'33"W 871.69' iS) 52° 4"E 6. 51° cs N 68°33' or e 108.26' Ws oon z 409 5 6t5zoo" tagged LS 4821 1" Square iron pin, LS 2089