\PROPOSED FUTURE7BRIDGE EASEMENT

TWO RIVERS SUBDIVISIONN

PHASE' 1LOCATED WITHIN OUTLOT 1, OUTLOT 2, AND LOTS 2, 4 OF THE

LITTLE RIVER PROPERTIES, LLC SUBDIVISIONCITY OF SALIDA

CHAFFEE COUATTY, COLORADO

24.00'

1,0T 1NOT PART OF IH

PLA TEXPANSION PROPERTY

EASEMENT FOR.TEMPORARYCUL-DE-SAC

75.00

8

LIFLOOD ZONE: X

LIMITS OF1 00-YEAR FLOOD

41)CV

rn

RIVERBANK EASEMENT'SEE NOTE 14

5 00°29120

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38 0'0.38.003b.00'38,00'

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N 89'330'140 Vor_38.00P8.00.38.00.38.00

40 00'14 0.00.40.00'....0.00'.40.00040.0q4

•24 .00'

_ V7_43'

PARCEL 1

14973 SQ.FT.

22.00'SHAREDA.00E55 tLYrILiTvEASEMENT •

97-43'

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5 57°42' I 5" w 1_10

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L14

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FLOOD ZONE: AE

CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLEC1 910.00' 62.14' 62.13' S 85'52'12" E 03'54'44"

C2 910.00' 20./9' 20.79' S 83'15'34" E 01'18'32"C3 170.00' 48.13' 47.97' S 74'29'37" E 16'13'21"C4 230.00' 58.29' 58.13'

yN 55'09'49 W 14'31'12"

C5 770.00' 230.19' 229.33' N 39'20'22" W 17'07'42"CS 1131.28' 243..34' 242.87' S 30'19'47" E 12'19'28"C7 2964.93' 72.52' 72.52' N 23'27'55" W 01'24';5"C8 280.00' 37.43' 37.40' S 03'06'25" E 0739'35"C9 645.00' 170.87' 170.37' N 06'51'59" W 15'10'43"C10 405.50' 38.93' .18.91 ' S 89'32'45 E 05'30'01"C11 405.50' 42.23' 42.21' S 8548'45" E 05'58'00"C12 405.50' 41.91' 42.89' S 77'47'5 1" E 06'03'48"C13 405,50' 44.15' 44.13' S 71'38'48" E 06'14'17"074 405.50' 64.05' 63.98' S 64'00'09" E 09'03 '00 "C15 392.00' 8.45' 8.45' S 89'52'22" W 01'14'08"C16 392.00' 10.61' 10.61' S 88'28'47" W 01'33'04"C17 _155.50' 54.19' 54.14' S 8755'43" E 08'44'04"

C18 355.50' 77.17' 77.02' S 77'20'34" E 12'26'14"C19 355.50' 68.83' 68.72' S 65'34'39" E 11'05'36"C20 355.50' 53.82' 53.77' S 55'41'37" E 08'40'28"C21 355.50' 4.25' 14.25' 5 50'12'28" E 02'17'49"C22 355.50' - 72.53' 72.41' S 43'12'52" E 11'41'24"C23 355.50' 75.64' 75.50' S 31'16'26" E 12'11'26"C24 355.50' 19. 71' 19.70' S 23'35'25" E 03'10'34"C25 405.50' 142.04' 141.31' S 41'19'18" E 20'04'11"C26 10.50' 9.49' 9.17' S 26'22'17" W 51'45'42"C27 405.50' 30.26' 70.26' - 24'08'26" E 04'16'34"C28 342.00' 16.63' 15.63' 5 39'05'50" W C71 /'11"C29 45.50' 41.11' 39.72' S 26'22'17" W 5 '45 '42"C30 25.50' 23.04' 22.26' S 26'22'17" W 51'45'42"C31 405.50' 15. 13' 15,13' 5 30'13 '04" E 02'08'17"

C32 405.50' 20.31' 20.31' S 17'42'49" E 02'52'12"

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SEE DETAIL L9

L19

20-q- 55'44-_OUTLOT8844b.9 SC.

2.03 ACRES

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L20

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EXPANSIONPROPERTY5 73.01,,

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00

Ctfl.100_1 b7.75' FT!

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14 0

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45emeiv-7-'1A.N.EDAcCAS18

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LOT 5NOT PART OF THS

PLATEXPANSIONPROPERTY

LINE - BEARING DISTANCELI N 22'45'52" W 1' 7.05'L2 S 23'49'36" E 51.54'L3 S 22'45'52" E 87.65'L4 N 00'29'26" E 68.15'L5 S 89'30'34" E 15.00'L6 S 00'29r26" W 36.48'L7 S 52'15'08" W 11.50'L8 N 38'38'37" E 4.86'L9 N 87'42'15" E 14,90'L1C N 87'42'15" E 20.02'L11 S 89'30'34" E 24.00°L12 N 87.08100" E 50.08°L13 N 87'08'00" E 54,09'L14 N 87'08'00" E 54.09'_15 N 87'08'00" E 54.09'L16 N 87'08'00" E 54.10'L' 7 N aros'oo" E 54.10'L18 N 81'29'36" E 55.72'_19 N 85'39'59" E 57.20'

1 L20 N 89'36'27" E 59.01'

4

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5EE DET

7. is

LINE BEARING DISTANCEL21 S 82'48'39" E 57.60'L22 S 73'30'52" E

_58.27'

L23 S 57'19'39" E 59.36'L24 S 30'47'47" E 71.82'. 25 S 61'01'35" E 83..38'L26 S 54'12'26" E 68.07'L27 S 54'12'06" E 55.19'L28 S 40'27'01" E 52.87'1_29 S 40'26'34" E 51.05'L30 S 27'44'23" E 52.43'L51 N 32'42'17" E 69.33'L52 S 22'00'09" E 50.67'L53 N 67'59'51" E 50.00'L54 S 22'00'09" E 40.12'L55 N 89'30'34" W 1.55'L56 S 89'30'34" E 20.00'L57 S 00'29'26" W 36.48'L58 S 52'15'08' W ' 7.02'L59 S 00'29'26" W .55.48'L.60 S 2'15'08' W 13.49'

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3 1 74'

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20' SEWER EASEVENTBOOk 442 PAGE 32

BOOK 371 PAGE 2 1 INOT A FART Of P115

fi_ATEXPOISIONPROPERTY

OUTLOT182.8 SO. FT.0. 1 2 ACRESc3,EXPANSIONPROPERTY

>rt: DETA1

5 84°2 124° F

50.3 i G

-10382.0 SQ. Fr.-4vriL;TY _ASEME>5.0g

• ,C;,?

t/0-: 2' SMAR.ED

ACCE55EASEMENT

ACCESS 4I UTIUTY EASEMENT)

0 UTILITYEASEMENT

EA'"FIN..e.-.c., •

REAR BUILDING 5,F,TBACK(SEE 11.0.A. DOCUMENTS\ FOR DETAIL%

RI VERDANS EASEMENT"SEE NOTE 4

PHASE 2

LEGE\1D

240'

FOUND 1/2" ALUMINUM CAP LS 37937, SET PREVIOUSLY

FOUND 3/4" STEEL WASHER, L5 G753, UNLESS OTHERWISE NOTE::

FOUND I/2" ALUMINUM CAP, LS IGII7

FOUND I" ALUMINUM CAP, 1.5 1 77G

WATER VALVE

WATER METER

SEWER MAN HOLE

FIRE HYDRANT

UNDERGR.OUND 5EWER

FENCEUNDERGROUND WATER

LOT NUMBER

LAND SURVEYOR'S CERTIFI. SYDNEY A. SC1-fit:KEN, A REGISTERED LAND 5URVEYOR LICENCERTIFY THAT TtlfS LAND SURVEY %Mk") PERFORMED UNDER MY

RESULTS OF 5A/D SURVEY AND IS TRUE AND CORRECT TO THE

CIVO

U

!P.f

G3.9G'

5 68°48'25'1 E

TO PRACTICE IN THE STATE OF COLORADO, DO HEREBYDIRECT SUPERVISION, AND THAT -THE FLAT REPRESENTS THEBEST OF MY KNOWLEDGE.

SYDNE A. SC EREN

COLORADO P.L.S. 37937

TWO RIVERS SUBDIVISIONPHASE 1

LOCATED WITHIN OUTLOT 1, OUTLOT2, AND LOTS 2„3 dc 4 OF THELITTLE RIVER PROPERTIES, LLC

SUBDIVISIONCITY OF SALIDA

CHAFFEE COUNTY, COLORADO

*438660*438660 11 3 2,1117 10:42 \ N1 PLAT Lori A Mitchell01 RS-4A1 rtzirfee County Clerk

JOB # 1G29

DATE: OCTOBER 2G, 201 7

St-lEET 2 OF 3

ANDMASURVEYING &

BOX GG8 SALIDA, CO 6 1 207 I 9 5'‘'1 40.7, I PAY 7 9 zn•R