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Collection: Maps > Nevada County Recorders Maps

Nevada County Recorders Subdivision Maps Book 8 (914 images)

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Subdivision Book 8, pg. 118 (2004)
Catalog #: NC Recorders Map Subdivision 08-118-6
Cambridge Estates Phase V. T17N R17E Sec. 4. Martis Valley Investments Ltd. Partnership. Glenshire Dr.. Lance Dr.. Courtenay Lane. Havern Hill Ct.. Courtenay Ct.. Winchester Ct.. Stamford Ct.

Date: 2004
Scanned on: 2010-05-18 07:41:46
File Size: 3.03 MB
Dimensions (pixels): 8,259 x 5,475
Print Sizes:
  • 4" x 6" = 2065 dpi,
  • 5" x 7" = 1652 dpi,
  • 8" x 10" = 1032 dpi
    • BASIS OF BEARINGS LEGEND THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH LINE OF SECTION 4 AS 8) 2001.209 Final Map No.90-07 e SHOWN ON THE SUBDIVISION MAP OF CAMBRIDGE ESTATES PHASE II RECORDED IN BOOK ge N RGINT» NOTHING FOUND OR BET ( amb I id { t 8 OF SUBDIVISIONS AT PAGE 21 AND BEING N 88°32'24" E AND IS BASED UPON Fd = SECTION CORNER AS NOTED © S a es MONUMENTS SHOWN HEREON AS FOUND, O SET 3/4" CAPPED IRON PIPE (C.LP.) STAMPED "L.S. 4663", (J __ SET RAILROAD SPIKE STAMPED "L.5, 4663" NOTES @ FOUND 5/8" REBAR TAGGED "R.C.E. 16918" ase 1.) SOURCE OF METES AND BOUNDS: $F FOUND 3/4" REBAR TAGGED 'L.S, 3719" MARTIS VALLEY INVESTMENT PER DOC. No. 89-24540, OFFICIAL RECORDS NEVADA UNLESS NOTED OTHERWISE A Portion of the N 1/2 of COUNTY. FOUND 3/4" REBAR TAGGED "L.S. 3192" FOR 2.) GROSS AREA WITHIN THIS SUBDIVISION: 43.302 AC. m SE 1N6 COR. Section 4, T 17 N, R 17 E, MDM, 3.) CONDITIONS OF APPROVAL SET FORTH PER TENTATIVE MAP APPROVAL BY COUNTY OF OA. BVERALL IN THE INCORPORATED TOWN of TRUCKEE NEVADA ON SEPTEMBER 20, 1990. 4.) DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS OF CAMBRIDGE (1) 8 SUBD. 6 NCR. SCALE: 1"=50' COUNTY of NEVADA STATE of CALIFORNIA eT Ales PHASE VIS BEING RECORDED CONCURRENTLY PER DOCUMENT (2) 16 PM 4 NCR JANUARY, 2004 SHEET 6 of 6 ¢ CARLTON ENGINEERING INC. « gee 8 Tabulation \ 45 44 435 No CHORD DIRECTION & DIST LENGTH RADIUS DELTA & 5 \ 6990 TeA5? aus Ouse N 08°24'47" W 112.54' 112.92" 400.00'_ 16%10'27" ghee Saoncr 18128" N 08°24'47" W 120.98' 12139' 430.00' 16%0'27" See FND. 5/8" N 08°24'47" W 104.10' 104.45' 370.00' 16%0'27" Sh REBAR N 5 e “ ' f t ‘ " See eet 5 9°39'20" W 34.20' 37.66 25.00' 86%8'40 x 4 = {13830" e980 > S 75°20'40" W 22.21 22.21. «= 345.00' 03°41'20" . . = . = ‘ bar e ' " ' t ‘ e 1 ar . 58 ~< « os8%6" Qi, OA. Eien Oprea” a 46 3 S 29°43'36" W 3459 38.20' 25.00' a72'49 lo, 66 Dig d =proe 22 he CHL =89.33" 0.358 AC. b N O71" W = §4.95' -55.08' 230.00' 13°4316" y d > . </g . S]o Oo CHEN 05%48'46" W 15,605 SQFT. 8 N 05°2'27" W 28.93' = 28.97'— 170.00' 09"45'48" aye mis ates CHL=70.76' 50 E N 614222" W 39.19' 45.04 25.00' 103%4'01" ; 8 oY PS 30' +1 30' 1s gg40'97" w 170.62' ion ; ; oA" . 40°97" G 40°07" 219 3 54 wed ae —~ 5S 25%59'05"E 17.32' 17.91 20.00' s1"19'04 Nemeegre mee —— AL oeesou 20.00 ? Si 0.520 AC. Ras 00846" N 89°40'27"E 47.17 48.48’ 60.00'-4647'45" f Z. Slo& 13,952 SQFT. S \-R=430.00' L=6.79' f . nae . S. o% S r pad eoueue a N 259959" E 17.32 17.91 20.00' 51"9'04 JJ 10' WIDE DRAINAGE a> egy eles pep! . ren a CHL =6.79' N 42%8'45"E 5.69' 5,71 20.00' 16*21'32" EASEMENT x 59 O = 8 > 47 ie N 170913" E 12.01. = 12.20' = 20.00' = 345739" 65 a © 0.429 AC. S Zio if oor es 8 S 2559'05"E 17.32’ 17.91 20.00' ~—-s 19:04" al 0.433 AC in in 18,687 SQFT. S iB ® 15,377 SQFT. “apo . . ape S eB AS a = @ 5 53 ® Ole S 174819" E 12.01 12.20' 20.00: 3457°32 S. ; = 28 O.312 AC, a mt S 43°2751""E 5.69' 5.71 20.00' —16°21'32" Ss 13,587 SQFT. . 5 89'40°27" w 70.88 ; N 89°40'27"E 47.17 48.48 60.00' 464745 . S Bt — N 254959" E 17.32’ 17.91 20,.00' s119'04" ee or 63 Oo ad om N 42%8'45"E 5.69' = 5,71! 20.00' 16°21'32" . NN 894027" E 167.65' 69 ols @ 5 89°40'27" W 166.39' 1,5 894027" W 16620 Gul 6 10" WIDE SLOPE 48 > N 170913" E 120" 1220' ~—20.00' 3457930" ~ 2, oe" 'e, CQ OA. OA._. © 0.331 AC. ; . -— . _ \ cl OA, d= 71S2'26" \ —lo a a _ fi R=60 00 oe ee 67) 4) R=60.00' . =75.27' -60.00' Voge. / €9 <. 8 \ 4426 SOFT. + —~ =60. =76.27'—~ n wy tee ‘ R=60.00' L=75.27 6B , rs Oo. iS Me leanne CHEN 15°42°24" W Rh ae d= 68°42'23 418 CH=S 15°0318" W cHLe7o.4e CH=S 15°03'18" W m \_ -R=60.00' L=71.95' ts CHL =70.43' 4 =H CHL=70.43' . en CN GG a in \@ 64 b 60 fo} = 2, _ . Jo' 8 0.334 ac. 0.331 AC. x 15' WIDE SLOPE . CHL=67.72 S. (> 14,532 SQFT. OVERALL 14,415 SQFT. ' 52 EASEMENT OVERALL = __N_89°40'27" E 143.35’ . e1 8 A= 282°38'08" On Wy © 0.331 AC. 6 oe 2825008" oa 7 "9 2h: R=60.00' . =296.98' 694, 4,415 SQFT. on 60 GN aoucar co ) AL oo CH=N 89°40'27" E Lt" wy : SN eee” EAS on agorag DG ot 0 R=60.00' . =48.48" O Q a 53 702 us» / ? og CH=N 414740" E oT ye CH=5 44°0148" E =60.00' L=48.48 Go: ooo A= 4617'45 ! — —_> CHL adie CHEN 43°22'42" E S R=60.00' \=48.48' io “tlb=80.20 LY E =47, _/ 6) =, CHL =47.17' CH=5 44°01'468" E IN 68) \ 20'x50' W ~ 20'x50' SNOW A~10' > CHAT “ STORAGE EASEMENT ale _ a STORAGE EASEMENT ~ 10 eS, 61 51 y 1G SN RS * ad 8 uy ey 0.482 AC. 0.479 AC. 0 o 49 a (s we ° 63 BR 62 20,995 SQFT. o 20,875 SQFT. 50 3, 0.575 AC. a %6 — z 0.489 AC. EVAN 0.315 AC. a. 8 w SRae AG. a\8 25,030 SQFT. OF . ae 31,505 SQFT. Vp’ 13,714 SQFT. 3] & AY 13,188 SQFT. ANS) xe Sloe aft $ 8 § ONO, o& o as = » © RY ““ S< s° s CE 16 COR. 121.81 ; . 76! [ 120.61! 158.24 2S 12 Ala . a a ne ) CEPR) W — el O= . ~~ 800.67' Sub 9/1t¢