Collection: Maps > Nevada County Recorders Maps

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Title: Nevada County Recorders Subdivision Maps Book 8 Collection Type: Maps Collection Name: Nevada County Recorders Maps Author: Nevada County Recorder's Office Copyright: In the public domain or published before 1925 # of Pages: 914 Download OCR Text: User Login Required

Printed or handwritten: Mostly printed/typed text Date Scanned: 2010-05-18 00:00:00 Scanning Equipment: Professionally Scanned OCR Software Version #: tesseract 5.5.0 Item Sourced From: JPGs First Created: 2025-03-17 04:19:42 Last Updated: 2025-03-17 04:19:42

Digital Copy Held At: Searls Historical Library Location: 161 Nevada City Hwy, Nevada City, CA 95959

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EGEN BASIS OF BEARINGS ° DIMENSION POINT, NOTHING FOUND OR SET THE BASIS OF BEARINGS FOR THIS MAP IS THE TIE TO THE SECTION CORNER AS G3 SECTION CORNER AS NOTED SHOWN ON 11 SURVEYS 315 AND WAS ESTABLISHED FROM MONUMENTS SHOWN HEREON AS , FOUND, THE BEARING OF WHICH IS N 53°05’00” W. N 33°37°00" E 38.25" ws FOUND 3/4” IRON PIPE LS 3959 (1) ; . N 09°01°06" E 1.19" oy §X SET 3/4” CAPPED REBAR STAMPED LS 5109 N 0223'55" W 1.3 (164.25°)(1) (-N 57°54'00" E 37.29 X{ SET RAILROAD SPIKE STAMPED LS 5109 inn” 164.27’ —_< @=—N 19°18'40” E 1.08" (1) RECORD PER 11 SURVEYS 315 28)\") oe N 28°08'00 E_ rT (2) RECORD PER DOC NO. 97-009920 sw AZ (136 = —ITTTTEITT IT F500 v/ 31.98 SN, 510 \p28'28 . 436.92 TTT T 9105 . ” 6.277 f as $440 . (3) RECORD PER 66 O.R. 23 i? N 902’ 00 E fj 6.98’ NACE.f 0 8 (R) RADIAL BEARING s \ 716.59 = , & * “9 EET P.U.E. PUBLIC UTILITY EASEMENT Ae a 479.34 J Q © " s [I/[/[{ NO ACCESS EASEMENT (N.A.E.) LINE a 2 =. . 3 -. 4 N NV 5 —-X-EXISTING FENCELINE \ % gr’ 4 1 “. = 11,374 SF-GROSS . 10,364 SF-GRoss *. * 10,599 sr-cross =. % Oy 4 Nc, eB BIs 8,922 SF-NET S/S 8,365 SF-NET ‘S]= 8.611 SF-NET . Co» "Ny oI 11,523 SF-GRoss 8 3 Sf SIs fe) & e =\. 9,154 SF-NET re -00°52'16" ele wD ee 2 eee -~.2 A=0808'00' 2 8 10,835 SF—NET SAN 52°20'41" £ 0.83 2 \ ee ’ A=1 ry ) . ee m ' zm x ea --~~ \ 29756 53128 9 SPIE CO0" 19.50" 5 ie ee fe SS Re ee d=46e14'00 = Be goth 8 0 20S rhe aoe 79.50” 79.65" 7s t=40.35° 8 (Ww po oO ; > Ve) , — _ _ be eS spel _ _ ~ N . . ay pete — 433.92 Q how N 5) _— $e 5° 159.15” = ~ yy ey 3) N O76 % “. coke" 2 — gos 4 ® a 9 . 23.054 \ \ o ip 8 > ‘oS mv O77 900" % Zale is 9 0 = <— 51.76 re) N 31°24’00" Ep }is 159.15’ AVY O ‘Sed on SBS ar por [07 enwoos a: Pw ©) MY 79.50 AS 79.65" / O/H" \ SSN 31°20'82" E2474 7g 85 633, y \o bs! ’00” in 50.01’ \sES 409.14" — VA \ A=43°42'52" Io 20° (7 . \e aie N =33.60: ~ 9.48" 0 o VAS vO , Qo, a. T6467) er Saye @ @ voes lh Py er , E pneg TE COURT ws cwseoo/s 2500 SN ee 6B OAC accu access gh 7 93. pf oe —f—. _ 68.88 —— — O_o 80.10" sh SQ ZN 31°20'52” £ 70.G0"-¢ 11,694 SF—GROSS awe \> EASEMENT DO OR NT a > 063701" ic 4=-08°05'00" 50.01° XF009" ~ R=50.00° “\z 50.00’ 720.00 10,740 SF-NET “O>_ ys \ Som, 1” IRON PIPE(1) & 78 aot ae, . . . L=20.21° . \ A=04°22'59" pss _ _/* A=244°37'23" \o (yy N 830750" WAB// 1g J? NO TAG DA Ss -Sar = _ n=08°29'08" = L=13.39' SY] \L5.93 125° PUE R=37.50°=< [=213.47 NS / /& W 5, 25.80 o£ VW S ACCEPTED AS THE { wee . L=25.92" ae) 0% . 2 A=64°37'°23 \ es yao) 79: Ss koxs/ aa WESTERLY CORNER oar . ; N14 Q L=42.30° : O\>. iN TIN S5» oi. OF 140 DEEDS 1 KAN 7 ra = . ~ \ TY SEN SY IS a oN “L} 15! 11 ma 10 =. . =. . \. 27 > b=66°28'57 OLD LPL IN a ='. & 10,744 sF-cross 8. = o/c . 9 a 2 ee . oY A SL —£R=25.00" S. IS 8,792 sF-NeT 8/7 10.928 SF-GROSS S/S! 10,983 sr-cross 8/S L=76.96" Sig es} oo 3 Woo Ou . —~_ 4=88°18'23” 12 ese 8g 8,871 SF-NET . . 8,791 SF—NET . 8 et eer a . 11,682 SF-—GROSS Gos “4 8) oy ht! \ 1538.55) Bly Oe > Bh ie 15,184 SF—GROSS I ogre [Rv R=28° 10,231 SF-NET ACEO ee Se . \25 » 12,404 SF-GROSS 8) ) zh . -R=10 ° 9 B43 SF-NET . 20°) — awe “ o SS roe ar So So \ 8,739 SFNET zi] fo A ee 2) eS SMT N BIBA oon PBS BO B.S 15’ D.E. / 87.51) ‘ . SS aoe CW e\ 184.10" Le 77.81" = gist) —~Ale-\50.34 al Ne 718 OE 09.14 . . Z-\ 2 oF Nx io} \ / 34.94’ , y y, on genam 21.02, ZT 20’ PRIVATE ROAD EASEMENT SEE DETAIL R / ° 1S) UNE OF NEVADA SANITARY SEWER S 31°24’00" W 574.95’ EMERGENCY ACCESS — PER 473 O.R. 248 AND SANITARY SEWER EASEMENT ACCESS EASEMENT EASEMENT _e EMERGENCY ACCESS EASEMENT THIS SHEET / ; S. & H \ PER 475 O.R. 427 . 1/2" IRON PIPE(1) zs/ = 1” IRON PIPE(1) AND 15’ D.E. 1/2" IRON PIPE(1) SSeS OOrE 0.85) Sto. NO TAG NO_TAG 0" O18 8 ACCEPTED AS THE MOST EASTERLY S 58°36°00"E 0.64 (0.60°)(1) uw BIN R TaN SL'SE CORNER OF DOC. NO. 97-009920 tel s . 1 1/4" IRON PIPE(1) LS 2089 23 14 NOTES 24 . 123 LINE AND CURVE DATA 1. THE GROSS AREA OF LAND CONTAINED WITHIN THE BOUNDARIES OF THIS SUBDIVISION IS 3.574 ACRES. . _N 05°31'00" w . 80.26" 2. A SOILS REPORT FOR THIS SUBDIVISION WAS PREPARED BY ANDERSON GEOTECHNICAL SUBDIVISION N @) Ae3e00'00" R=200’ 11211868" CONSULTANTS, INC., ON JUNE 12, 1989. A COPY OF THIS REPORT IS AVAILABLE FOR slo O. 94-003 PUBLIC INSPECTION AT THE OFFICE OF THE NEVADA COUNTY BUILDING INSPECTOR. G LE NWOOD PINE S A=06°16°53” R=200’ . L=21.93' 3. THE EXISTING FENCLINES DO NOT CONFORM TO THE BOUNDARY LINES IN SOME AREAS, ce oan Tos ae AS SHOWN HEREON. A=26°22'25 R=200' . L=92.06 4. THE "OPEN SPACE EASEMENT’ ON A PORTION OF LOT 1 IS DEFINED IN THE DECLARATION BEING A PORTION OF THE C60) A=01°20°44" R=200' . } L=4.70° OF COVENANTS, GONDTIONS AND RESTRICTIONS AND MAINTENANCE AGREEMENT FOR SE 1/4 SECTION 14, T. 16 N. R. 8 E. MDM er an Tea na" GLENWOOD PINES”. Doc s fs =) Wes ry IVIL. IVI. ms A=26°57'19 R=200" . L=94.09 5. ANY CONSTRUCTION WITHIN NEVADA COUNTY RIGHT-OF—=WAY WILL REQUIRE AN ALSO BEING A PORTION OF THE A=07°02'41” R=200° . L=24.59" ENCROACHMENT PERMIT ISSUED BY THE DEPARTMENT OF TRANSPORTATION PRIOR TO A=11°00'00" R=200’ . L=38.40’ : \ -— ROAD IMPROVEMENT FEE WITHIN THE UNINCORPORATED TERRITORY OF NEVADA COUNTY OF NEVADA, CALIFORNIA A=06°09'14 R=200" . L=21.48 COUNTY, WILL BE LEVIED AT THE ISSUANCE OF BUILDING PERMITS FOR EACH PARCEL AUGUST, 1997 SCALE: 1”=40’ DETAIL A=04°50"46" R=200° . L=16.92" CREATED BY THIS MAP AND WILL BE BASED ON THE LATEST FEE SCHEDULE ADOPTED BY SHEET 2 OF 2 NOT TO SCALE ; : THE BOARD OF SUPERVISORS. ¢ ©) . N 39°29°00" E 74.81 7. A ROAD MAINTAINANCE AGREEMENT IS ON FILE. Doc = () . asos%s'oo” . Revo TLooa D2 8. ALL LOTS CREATED BY THIS MAP ARE REQUIRED TO PARTICIPATE IN. COSTS OF DRAINAGE = ALLIED IMPROVEMENTS AS IDENTIFIED BY THE GLENWOOD BASIN CUMULATIVE STUDY, WHEN a= . ANGDON DEEMED APPROPRIATE BY THE NEVADA COUNTY BOARD OF SUPERVISORS. we mw mmm ENGINEERING 8421 AUBURN BLVD, SUITE 256, CITRUS HEIGHTS, CA 95610 PHONE: (916) 726-3375 FAX: (916) 726-4578 #970018 Stcl 8/53