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Collection: Maps > Nevada County Recorders Maps
Nevada County Recorders Subdivision Maps Book 8 (914 images)
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Page: of 914
Subdivision Book 8, pg. 101 (2002)
Catalog #: NC Recorders Map Subdivision 08-101-3
Catalog #: NC Recorders Map Subdivision 08-101-3
Darkhorse Phase II. T14N R8E Sec. 25. T14N R8E Sec. 26. T14N R8E Sec. 35. T14N R8E Sec. 36. Darkhorse LLC. Darkhorse Dr.. Ironwood Ct.. Austin Forest Ave.. Eagle Point Ct.. Combie Rd.. Moon Ridge Ct.. Serene Hill Ct.. Chandler Ct.. Masters Ct.. Redemption Dr.
Date: 2002
Digital Only? Digital
Scanned on: 2010-05-18 07:41:40
File Size: 3.27 MB
Dimensions (pixels): 5,530 x 8,259
Print Sizes:
4" x 6" = 2065 dpi,
5" x 7" = 1652 dpi,
8" x 10" = 1032 dpi
Date: 2002
Digital Only? Digital
Scanned on: 2010-05-18 07:41:40
File Size: 3.27 MB
Dimensions (pixels): 5,530 x 8,259
Print Sizes:
log QS
LEGEND
4 + + + + FOUND SECTION CORNER AS NOTED BASIS OF BEARING:
» + » +» FOUND QUARTER CORNER AS NOTED
@ + + + » FOUND 3/4” IRON PIN TAGGED “LS 3636"(1) (CCS83), EPOCH DATE 1991.35, BASED ON GPS TIES TO THE CALIFORNIA HIGH PRECISION GEODETIC NETWORK
@ + + « » FOUND MONUMENT AS NOTED (HPGN) STATIONS ”V 566” (PID KSO331) AND "HPGN D CA 03 GK” (PID KS2037) USING THE PUBLISHED DATA
S{ + + + + SET RAILROAD SPIKE STAMPED “LS 6596" LISTED BELOW. COMBINATION FACTOR: 0.99984
f+ + + + SET 3/4” IRON PIN W/COPPER COLLAR STATION LATITUDE LONGITUDE NORTHING (US FT) . EASTING (US FT) CONVERGENCE
; » V 566 39°00'09.48999"N —_ 121°59"34.25090”W 2,285,549.03 6,847,865.64 0°38'05.9”
STAMPED LS 6596" AT ALL LOT CORNERS HPGN D CA 03 GK —-39°02’37.21314"N_ _—-121'05°38.65779"W 2,143,189.94 6,818,953.17 0°34'16.2”
ow ee ee ele POINTS NE CORNER SEC. 26 39°02’37.35760"N —-121'02’43.16938"W 2,143,346.27 6,832,796.76 0°36'06.8”
Gy olf DIMENSION POINTNOTHING FOUND OR SET CS 1/16TH SEC. 25 39°01'58.51483"N = 121°02'21.37015"W 2,139,435.08 6,834,557.97 0°36’20.6
(2) motors eerie OER is ve rai Nee PC 03 39°01'32.44913"N _ 121°03’26.90993”W 2,136,744.13 6,829,414. 32 0°35'39.2”
(3) RECORD PER 17 PM 208, N.CR. TO OBTAIN GROUND DISTANCES DIVIDE BY THE COMBINATION FACTOR. DISTANCES SHOWN ON MAP ARE GROUND DISTANCES.
(4) * * + © RECORD PER 14 PM 54, N.CR.
(5) * * © © RECORD PER 17 PM 210, N.C.R.
(6) * * + * RECORD PER INSTRUMENT NO. 2001-08362, .
O.R.N.C.(ROTATE THE MERIDIAN OF THIS ;
ce Pag S
DOCUMENT 00°38'46” COUNTER—cLockwise “EST ant ane E OTE
TO OBTAIN THE MERIDIAN OF THIS SURVEY). oe FD. 2" CAPPED
2 * * * * RECORD PER 9 PM 231, N.C.R. 2 SUSDIWISIONS 1a . IRON PIPE STAMPED
» * + =» LANDSCAPE EASEMENT wc ata gh saan "LS 3639"(1) ,
PUE + + + + PUBLIC UTILITY EASEMENT N8Q°54'14"E_(S89°27'01"E)(1) 23/24 1 5/8” PIPE W/PLUG
OA + «© » » OVERALL 1274.74 (1274.77)(1) 26125 PARCEL A & LS 3639
(R) + + * * RADIAL BEARING 14 PM 54 TAG(2) NOT FOUND
SE + + * * SLOPE EASEMENT FD. 3/4” IRON PIPE
1994.58(1995.15)(2 ;
MDE + + + » MEANDERING DRAINAGE EASEMENT S FD. 1-1/2” CLP. gfe _ i= .
: TAGGED "LS 3639” 1 1652.77(653.04)(2 1243.80\ (1244.30)(5) FD. 1-1/2” PIPE
< BEARS WEST 17.7'— \ L3 PARCEL 1L TAGGED “LS 3639°(5)
o 17 PM 210 S09°09’35"E(S08°30’57"E(2)(5)
= \ L4 r 872.90(872.86)(2)(5)
Z \ PARCEL ‘C’
8 2\ Fp. 1 5/8” PIPE WITH 15 PM 115
TABULATION H &, PLUG "LS 3639"(2) . N89°42’39"E(S89'°48'47"E)(2)
= a FD. 3/4” IRON PIPE 326.24(2)
NO. BEARING DIST. Z = TAGGED "LS 3959”(5) ST
L1 $09°06'11"E 428.60 z r. . @[~—~—Fp. 2” CLP.
($08°27'25"E)(1) (430.10)(2) ~ a FD. 1 5/8" PIPE WITH PL,2 "LS 3639°(2)(3)
L3 $34°34'48"E 434.83 3\ PLUG "LS 3639”(2) ale &
(S34°05’50"E)(2) (433.94) (2) ui S als &
L4 S75°17'06"E 408.71 n . SIZ8
(S74°45'55"E)(5) (412.15)(5) — —_ __ js oO mlm PARCEL °C’
L5 N89°32'00"E 423.50 ~ =\ 4" PIPE SIM 44 PM 54
(S89°48°47"E)(5) (419.90)(5) w — a ES) 3639°(3) \ 1016.81(1014.88)(3) SE ~~
L6 N21°40'42"E 482.37 8 \ x aa ;
(N22°19'55"E)(5) (482.30)(5) > ($89°48°47"E)(3) FD. 1” PIPE
KS) onl LS 3639”(3)
= w
S aI . —sostetaore Xa) .
9 S05"49°35E)(1) . _
; z\ CW 1/16 CORNER \ (S05°52’58"E)(3)
NOTES: a SEC 25(3) Y 496.09(497.05)(3)
SEE SHEET 4 FOR NOTES AND KEY MAP. S. ala _
3 ‘f . 5S
al Pb 2m CHEVREAUX
a
=> e 4 4
$87°15°51"W (N87°54’50"E)(1) Sicha# PARCEL 'B . = noe A
> Gi “ ‘
N18°44'02"W Sula a FD.1” IRON PIPE .
i, (N18°05'10"W)(1) Qs . TAGGED ’LS 3639’(3)
N16°55 56 E 190.00(1) \ ©) hes SE COR. N 1/2 SW 1/4 .
(S1714 30 my) cp. 1” pipe BIS (1136.61)(3)(4) . CS 1/16 COR. SEC. 25
\ "LS 3639°(3). . e — (N88°45'57"E)(4) (N8B'43'37°E)(4)
TIE Novasaerw N8715'35"E (N87°54’50"E)(1) SW 1/16 COR, \{%-N881S'54"E_ 1144.03 —
ae NE PR ORERTIES (NO2°05'10"W)(1) 145.06 (145.00)(1) \ SEC 25 931.40(927.43)(3)(4) n MTO.2KTONIA) Ay
2 SUBDIVISIONS 89 seo a po 3/4" TRON PINE NO Tas ey . 2263 BE, Se og
(382.32)(1) AFFIXED "LS 6596” TAG SS 2 (209.18)(3)(4) at SE 1/16 Be
ae \ SHE . Z “. r; COR. SEC. 25 Qt
N76°44’20"E (N77°22’27"E)(1) S72 BONE aD a
_ _— 685.30(1) . VF Bar rate RS
N06°25’32”W (N05°46’59 WI) — s we mide = 3 ON
Baa (eee rR ; . ay Ad am Keo. 3/4” IRON PIN-\ZIhs Sui
IRON PIPE STAMPED FOR \ we 7 [TAGGED “Ls 3639" ". 1/16 COR. Erk
SESE) EVR Lars, PIR. oy SECTION CORNER 7 ~ , 8 1/4 COR. SEC. 25 \ I SEC. “NS
UNIT No. 2-8 on < "RCE 8199"(1) \ nn 17S. EF ~ 1092.29 Shs
; . N88°12'33"E)(4) Ko: 26 40°09"W (S8814'58"W)(4) 2147.63 (2147.66)(4) [587°37'22"W (NBB"12 i
SA (6) — $87 40 __
S82°48'03"E Kw . sw — 35°36 ~~ ------------3----7-7 .
($82°10'28"E)(1) A) Ze FD. 3/4” IRON PIN gon — / 3/4” OCTOGON
387.47(1) Row IN FENCE POST ante as SHAPED BAR(4)
i TAGGED "LS 3636 © _ / SEE DETAIL 'A =~ NOT FOUND
N14°33'53"W.\\\ i rane Ole
(N13°55'08"W)(1) \SFD. 3/4” IRON PIN-NO TAG cose / hk
372.06 (371.99)(1) . \ AFFIXED "LS 6596” TAG as we oe BALDWIN RANCH
= rere I OI LIMITED PARTNERSHIP
AG — IX S DOC. NO. 2001-08365
SLATS CN 1/16TH ——378.95(379+)(6) oie
roy: S. 35(1) N67°09'04"W(6) S/8 n
S77 ra 3/4” IRON PIN Yea 3/422 07 x, 1899 O o. . ; ” 3 7 ’ ” 6
S FS TAGGEDLS 36367(1) N39°43'48"W(6) x = 3880018 W6)
uf s _ —_ 388.37(6) 2 >
L8/s = SES.CIRA 356.01(6) 5/8 N12 BALDWIN RANCH
S2/ @ > ae fe) NSE LIMITED PARTNERSHIP -jSA] 2 N36°45'54"W(6) ia ey DOC. NO. 2001-08365
Re © @ [4 BALDWIN RANCH 259.44(6) 3
= “ss JX LIMITED PARTNERSHIP N23°12'17°W(6) . alle
ta .-N83°24'14"E (N84°03'00"E)(1) = FS DOC. NO. 2001-08365 250.57(6) ais
t]o 131.38 (131.34)(1) Si Slt ii
ols Ro =
a ~ N/S CENTERLINE / $5013’29"W(6) 125 500 1 » “a~ HS
oly Oo NO8°55'11”W(6) 2 Oz SEC. 35(1) ( 7+
Z. =p 429.98(433+)(6) 912.01 (6) 811.04 (7974)(6) 250 "000
ao =
a1 R=850,00(1) = [ © sgo37'29"w (S89°43'45"E)(6)(7) 2539.91(2538.64)(6) FINAL MAP NO. 97-008
9 A=4070°43"(1) YS J & a
al fs L=596.06(1) of fox Z .
s\" n77ag'sewo . BY ORB a DARKHORSE PHASE I
S}-37.00(1) (N77"10°47" S. [oo SHORE \ BALDWIN RANCH
* ) sas anti) WAN B Oo DOC. NO. LIMITED PARTNERSHIP
. , 77(842.03)(1 ae 99—-18101 \ poc. NO. 2001-08365 A PORTION OF SEC. 25, 26, 35 & 36
835. * STANLEY
204 nie 419m \ 94-17835 oy sygr NEVADA COUNTY, CALIFORNIA
RUSSO HILDEBRANDT IRON PIN Jo 9 3 . ’
boc. No. DOG. NO on . SCALE: 1”: 500’ SEPTEMBER 13, 2002
¥ 89-05953 99-05939 °. "
a $1/4 COR. . > 25 . 30.~ Fe eran ANDREGG, INC,
m : a FLANGE(4) STAMP IS
. 1092.29 1092.29 x WEGIBLE SURVEYING MAPPING GEOMATICS
Ww 26 . '25 *AN'AQ” ($881 4'58"W 4) rr —> AUBURN. CALIFORNIA
$87°40 09 CO $87°37 22"W (S8812'33"W)(4) (530) 885-7072
2 > 2147.63 (2147.66)(4 2184.56)(4) 36 . 31
. 35 36 DETAIL A’ 2184.57 (2184. SHEET 3 OF 22
N N.T.S.
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