Search Nevada County Historical Archive
Enter a name, company, place or keywords to search across this item. Then click "Search" (or hit Enter).
To search for an exact phrase, use "double quotes", but only after trying without quotes. To exclude results with a specific word, add dash before the word. Example: -Word.

Collection: Maps > Nevada County Recorders Maps

Nevada County Recorders Subdivision Maps Book 8 (914 images)

Go to the Archive Home
Go to Thumbnail View of this Item
Go to Single Page View of this Item
Download the Image
Copy the Page Text to the Clipboard
Don't highlight the search terms on the Image
Show the Page Image
Show the Image Page Text
Share this Page - Copy to the Clipboard
Reset View and Center Image
Zoom Out
Zoom In
Rotate Left
Rotate Right
Toggle Full Page View
Flip Image Horizontally
More Information About this Image
Get a Citation for Page or Image - Copy to the Clipboard
Go to the Previous Page (or Left Arrow key)
Go to the Next Page (or Right Arrow key)
Page: of 914  
Loading...
Subdivision Book 8, pg. 39 (1995)
Catalog #: NC Recorders Map Subdivision 08-039-2
Lake of the Pines Townhomes Phase I. T14N R8E Sec. 27. Folland Family Trust. Guerland, David & Nancy. Horne, Bruce & Susan. Maxwell, Kevin & Priscilla. Fralick, Stanley & Nadine. Combie Rd.. Lone Pine Dr.. Torrey Pines Dr.

Date: 1995
Scanned on: 2010-05-18 07:40:46
File Size: 3.00 MB
Dimensions (pixels): 7,875 x 5,434
Print Sizes:
  • 4" x 6" = 1969 dpi,
  • 5" x 7" = 1575 dpi,
  • 8" x 10" = 984 dpi
  • LINE DIRECTION DISTANCE 1 S$ 19°45'00" £ 53.07" — L2 S_19°45'00" E 51.93 @ A = 20°57'28 LECLEL NDP L3 N 68°4118" E 45.17 R = 215.00 L4 N 68°30'46" E 57.47" L = 78.64 L5 N 68°30°46" E 30.93" e .. RECORD LOCATION PER BOOK 7 SUBS, PAGE 23 LS N 09'25°587 23.78, @ A= 273341 o.. SET 3/4” REBAR TAGGED R.C.E. 13845 (8 N 29°0415" 82 42" = oe ae yw.. . FOUND 5/8 REBAR TAGGED RCE 27126, 7SUB23 LQ S_29°0415" W 49.48 L10 N 28°54°22" E 76.35" o .. . DIMENSION POINT PER BOOK 7 SUBS PAGE 23 L11 N 72°50 42, E 79.37. @ A= 32°34'34 NOTHING FOUND OR SET 44 cca rw cath R = 420.00 » L = 238.80 o.. SET 3/4" REBAR TAGGED R.C.E. 13845 AT FRONT AND L14 N 75°48'41" E 90.75. REAR OF DIVISION LINE BETWEEN DWELLING UNITS “2 2 OS oe se 28, @) A = 3615'00 @ 4 = 0752 00" L17_. _N 47°35'29" W 29.83 Pe ene R= er L18 S 474339" E 51.34" : ae L19 N_47°43'39"_W 109.32" 94s) © 4 = 09°45'01 ( 4 = 09°09'51" R = 430.00 R = 200.00’ L = 73.17 L = 31.99 © A= 18°29'24 @ 4 = 04°56'33" R= 191.50 R = 1070.00’ L = 48.89 L = 92.30 ee QA & = 14°38'55" — To R = 151.50’ — 14.63 ZZ ) (2 4 = 03°55'27 No L = 38.73 A, R = 1070.00" om por) S_01°26’51" W 276.63" in L = 73.29' oN re _ naaR'aR" ny ol 106.00' A = 04°46'48 SCALE: 1” = 100’ Gy ROM ng WOOT of! bn R = 215.00 out 47? 8 a ~o io f = L = 17.94’ a> se KE (co oi Cy LZ a > @ wflo 1979 S, & of — = OAD 3 a 1 QI® AS & 9 Td a S0316'16" 5°) \e3 Zo. 3 ~ L/S L al b we 3 16'W é Z\ Prank \EO As & Ot > ae naan 65.00 5 we ADS. BL, © § i 8’ WDE SEWER EASEMENT 3 2 > B\\% LAS, Rie 0 feo? \ -PER DOC 87-13426 1B yp o oo > -\% 3 ON A7U2 an aA 7> LX 190%, 6 =\> © S\G os ~“ ‘©o\\\ a Ot pT 4 Boe Me & lg 2B 28 & 8 B2\\\ 3 #ep08 * Oe OX YO rtce “ SD >» ®\O. are oO ry 2 -\O, GC \ ese 7 we = cr) eo . y, 4 Cr oO ~ Q Uj\O, * 59. n \ ms + = 2 al [SL Se 7 o ad -\* m 8 oy . OG 4 in Bs = INS, 198) ANS Sis 799 1958 . e ig 9 4 a 0 NE yc o, \G 2 a \O@,\O, a oO \ Pa O A > ° ge oO 2 / “9 6 Ne a aBR oS\ * )\C al < / 19> ef \e@ \c‘oicle \\é O_ LI S : . XD, > we. s 4 S 1555 A “i ole 9 NSN v A) S16: __ °'00 25 > <, ~ O ane on ard: an ~ DR; 7 20" W 85.60) . <.87 e) — 2, 490° ¥.\O, z U2 a ~~ VE 225 7 C/tL 10° WDE SEWER ——~ / 1969 on ‘ ‘ Ci we > -OO EASEMENT PER O.\Ps — — 707 OR 686 Zz J 66 55 08 ¥ re — be y . O, S 02°00'00"E 251.87 y \3 \\ 5 3B ae 3 2 a 49 5 — LOT NUMBER AREA rhe) a aes my 22°: T963—A 0.154 AC Pcl . a +505 0 a 1963-B 0.168_AC \ . a 3 ane Pa 1970-A 0.286 AC ) DY 1 AK ve 4 2 1970-—B 0.223 AC Mv O fe. 96! slow 4 1977-A 0.179 AC
    Vhxo VY 1977-B 0.149 AC se ac 1978—A 0.213 AC “ P«OS 1978-B 0.230 AC 1980—A 0.326 AC “A 1980-B 0.231 AC we a“ NOTES’ ALL EASEMENTS INDICATED ON LONE PINE ESTATES RECORDED IN BOOK 7 OF SUBDIVISIONS AT PAGE 23 NEVADA COUNTY, REMAIN IN EFFECT. EASEMENT IN BOOK 238 PAGE 431 OFFICIAL RECORDS IS NOT DEFINED FOR EXACT LOCATION AND CANNOT BE PLOTTED. BASLS OF’ BEALLNG ALL BEARINGS SHOWN HEREON ARE BASED UPON MONUMENTS FOUND AS INDICATED ON FINAL MAP 77-42 IN BOOK 7 AT PAGE 23 OF SUBDIWSIONS, NEVADA COUNTY ENGINEER'S STATEMENT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF PRISCILLA MAXWELL, ET AL, IN APRIL 1995. . HEREBY STATE THAT THIS MAP SUBSTANTIALLY CONFORMS TO THE APPROVED OR CONDITIONALLY APPROVED TENTATIVE MAP, IF ANY; THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICA TED; THAT THE MONUMENTS ARE, OR WLL BE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. -~ 2 WILLIAM V. AUSTIN R.C.E. 13845 COUNTY SURVEYORS STATEMENT THIS FINAL MAP HAS BEEN EXAMINED BY ME AND THE SUBDIVISION AS SHOWN IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP AND ANY APPROVED ALTERATIONS THEREOF AND PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE AT THE TIME OF THE APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH AND L AM SATISFIED THAT, THIS FINAL MAP IS TECHNICALLY CORRECT THIS 42 DAY OF ____NevermGer____, 1995 — heat LP Nhiut~ THOMAS P. MARTIN LS 5618 DEPUTY COUNTY SURVEYOR REGISTRATION EXPIRES 9-30-98 RECORDER'S STATEMENT FILED THIS __-5 7" —_ DAY OF December 1995 , AT _LAl AY IN BOOK __&. OF SUBDIVISIONS PAGE _.29 __ , AT THE REQUEST OF WILLIAM AUSTIN DOCUMENT NO. 250.3/927 PF OS BRUCE C. BOLINGER COUNTY RECORDER BY Susanne 2. Becle DePu TY ~ ~ Fee, FINAL MAP 95-01 LAKE’ OF THLE’ FINES’ LOW NFLIOME'S’ PHASE’ 7 BEING A PORTION OF SECTION 27, 7.14N., R.8E., M.D.M. AND A PORTION OF LONE PINE ESTATES, IN BOOK 7, PAGE 23, SUBS. CALIFORNIA SCALE 1” = 100° WILLIAM V. AUSTIN 12002 LAKESHORE SOUTH AUBURN, CALIF. 95602 COUNTY OF NEVADA APRIL 1995 SHEET 2 OF 2 SHEETS 5/21/95 COMM SM DWG