HomeMy WebLinkAboutQQ-20_Loyal_Gardens PEAT OF LOYAL GARDEN OUBD V O 0U9 PHASE 1 A 1 B
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CURVE TABLE PH 1A �+ IIr +/ zf'£i`a£, ,Z6 69£ o ♦; 14s?4 4883 4884 w N 4885 4886 N /� 48874888 °t v I'.g'b w 4891 1, \
CURVE ARC LENGTH of i Xw DOGG '00'OS .00'OS ,z6'49� •00'09 �4886w � ;� 4881^< "4882`� m
C1 52.29' W CO - a i .a -Zw _ I - 13. 130.00' "' 130.00' 130.00' ^ 130.00' o n 898 140.00' 4899 �U
c2 52.29' p J oa o� a $ -� .000£[ T 130.00' �wto d < .� - < < 'a z6 < a p
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c3 51.71' �' '6 m w 8l ^ - �. < ^4896- N a
c4 38.79' ous '� -� �' 8v`D a�e �vOJ mWS �� � mo4898, °' ,. 4891 n ry4892� 5I 4893 '4894 .. qq 489 N 4897� i o
C5 54.98' ,O£'l6 {2j
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C7 54.98' 1 1 ,£S'94£ .00'0£l .00'lll ,0096 y
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cs 58.119' 6 9 ADVANC DRIVE ADVANCE DRIVE
C10 87.32' e ,£S'L99 ,00'Sll dR1 ,00'09 .00'09 .0009
C11 52.29' G23 9 1 _ - --- - -
C12 52.29' 48_�£91 - O:0 BOSS" -OO1L9 ----00`0- 00'4 - p0'DS_ 0025�� J 4 pO'Si 0315� -,O G -� S- u� -� M--- M al M N
C13 20.44. 22 M M ^ ^ rn .-.N 1.r m / u) .. ..M I"^1 m w N ^-�C o -t N. �Ot O>� �N --�� �(l h Ol � W M
G ••N ••a .l Nam]N N W L D7 N o N iN j N j N N o Q
C14 249.81• o 659E-�/ ..� �� �� �o m m y 1W o
C15 24.98' zo Xw K a a b m woo n zm ,� o f o z
C16 282.74' o f n e m F w m a� N m i m n m o.
C17 77.58' �a oNz =�- m " ° w �s a BLOCK 1 '09 9a'C 0'OL f 00'9 OW99 f 1f
C18 96.98' ° �,£l'64l m 00'99 0009 .00'4S 0009 9. '0009 ,00o9 '00'oG f Do99 ° .Oo�09 ° ,0002 ,00'OG ,00'OSf� m O Rl 0009 '0002 ° .00'09 a 'OB 00'0
C19 188.50' o BLOCK 9 0
C20 52.29' BLOCK 8 ,,, a F
C21 52.29'
C22 52.29' nw
c23 52.29' o� f CURVE TABLE PH 1B cont ��
C24 38.81'
C25 41.61' V1 4
C26 41.61' p o CURVE TABLE PH 1 B C33 1 310.00' 1 17.11' 17.11' N 72'42'07"E 03'09'46"
C27 41.61' a CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C34 310.00' 76.40' 76.21' N 81'20'38"E 14.07'16"
C28 41.61' C35 310.00' 6.75' 6.75' N 89'01'40"E 01'14'49"
C1 330.00' 106.68' 106.21' N 80•22'52"E 18'31'17"
C29 58.22' LINE BEARING DISTANCE C37 290.00' 267.00'68C 26.89 N 7T44'15'E 05'14'12"
C30 139.00' L1 571'07'14"W 56.43' C2 460.00' 148.70' 148.05' S 80'22'52"W 18'31'17" C37 290.00' 26.80' 26.79' N 87'00'15"E O5'1739"
C31 145.47 12 518'41'45"E 27,20' C3 520.00' 168.10' 167.36' N 80'22'52"E 18.31'17" C38 460.00' 47.55' 47.53' N 74'04'54"E 05.55'22"
C32 100.21' L3 N73'42'39"E 29,84' C4 650.00' 210.12' 209.21' S 80'22'52"W 18.31'17" C39 460.00' 66.06' 66.00' N 81'09'25"E 08.13'40"
C33 106.68' L4 516'17'21"E 30,00' C5 670.00' 216.58' 215.64' N 80'22'52"E 18.31'17" C40 460.00' 35.17' 35.16' N 8727'40"E 04.22'49" RSL LOT NOTE FLOODPLAIN NOTE
C34 4n6.36' US N7542'39"E 29.63' C6 800.00' 258.61' 257.48 S 80'2252.1 W 13'31'17"
C35 47.75' L6 516'41'45"E 48,06' C41 400.00' 71.65' 71.55' N 76'15'07"E 1 Ohl 5'46" The floodplain boundaries shown on the plat represent the
C7 860.00' 278.00' 27680' N 80'22'52"E 18'31'17" Dwellings constructed on lots designated as RSL t limits of the one hundred flood C36 109.33' L7 52T2o'45"E 62,58' C42 400.00' 57.72' 57.67' N 85'31'02"E 08'16'05" appraxima a year pain as
C8 990.00' 320.03' 318.64' S 80'22'52"W 18'31'17" (Restricted Size Lots)are subject to the square footage
C37 a6.36' Le 53s't t'ot"w 75.18' C43 380.00' 5.18' 5.18' N 71'30'39"E 00'46S0" determined r a licensed engineer.The surveyor certifying this
C38 183.9a' L9 S35.25'04'W 59 Wit' C9 11 0.00' 368.549'2: 366.91, N 80'2252"E 18.3117" requirements of the Bozeman Municipal Code.
C39 98.80' L10 N59'20'54"E 36 4t' C10 1140.00' 368.52' 366.91' S 80'22'52"W 18'31'17" C44 380.00' 61.35' 61.28' N 76'31'33"E 09'14'S9" plat o not responsible for the ac racy of these boundaries.
C40 71.34' L11 S33'04'26"E 45.1 a' C11 1200.00' 387.91' 386.23' N 80°22'52"E 18'31'17" The one hundred year flood is an event that has a one
C41 6.25' L12 545'21'44"E 21 80' C12 1340.00' 433.17' 431.29' S 80°22'S2"W 18'31'17" SIDEWALK NOTE percent chance of occurring In any given year. Larger,less
C42 2-387' L13 S26.2752"w 48.92' C13 1360.00' 439.63' 437.72' N 80°22'S2"E 18'31'17" C45 380.00' 56.38' 56.33' N 85'24'04"E O8'30'02" frequent storms could occur at any time and result flows
C43 28.42' Lta 522'18'33"E 39.89' C46 360.00' 25.32' 25.3V N 73'08'07"E 04.01'46" City standard residental sidewalks shall be constructed on that reach and exceed the estimated boundaries shown.
C44 1a.2o' Lt5 S26.2752W 75.60' C14 1500.00' 484.89' 482.78' S 80'22'52"W 18'31'17" C47 360,00' 91,11, 90,87' N 82'24'02"E 14.30'O5" II blic street frontages of t to These floodplain boundaries were determined by an
pu ges a proper y prior
ca5 3fi.o9' Lt6 572'25'43W zz.6s' C15 1560.00' 504.29' 502.09' N 80'22'S2"E 18'31'17" C48 180.00' 9.56' 9.56' N 72'38'33"E 03'02'38" occupancy of any structure on the property. Upon the engineering analysis utilizing the topographic survey performed
C46 83.36' L17 Slr34'17"E -59' C16 310.00' 100.26' 99.83' S 80'23'09"W 18'31'51" C49 180.00' 48.65' 48.51' N 81'54'28"E 15'29'13" third anniversary of the plat recordation of any phase of by Thomas,Dean and Hoskins,Inc.at the time of the study
C47 16.85' L18 S35.25'04"w 21.62' C17 290.00' 93.79' 93.38' N 80.23'09"E 18'31'51" the subdivision,any lot owner who has not constructed well as the final site,roadway and drainage design
C50 520.00' 10.95' 10.95' S 71'43'26"W 01'12'24" t d into the t An than made to the final
c48 48.40' L19 571'07'14"W 130.16' C18 460.00' 148.78' 146.13' S 80'23'09"W 18'31'S1" said sidewalk shall,without furthernotice,construct incorpora a project. y changes C49 9.79' L20 S1O'16'27"E 81.18' C51 650.00' 13.69' 13.69' S 71'43'26"W 01'12'24" desi elevations of the site,roadways,or any lots,or any
C20 380,00' 122,90' 122.3' N 80'23'09"E 18.31'51" within 30 days,said sidewalk for their tat 9n y
C51 8.21' L21 S38.2o'S4"W 69.99' C53 800.00' 15.95' 15.95' S 71'41'30"W 01'O8'33" Ys, (s),regardless modifications made to an drainage structures designed for
C20 380.00' 122.90' 122.37' S 80'23'09"W 18'31'51" of whether other improvements have been made y 9 9n
C51 8.21' L22 525'37'27"E 69.92' C53 1010.0' 15.95' 15.95' S 71'41'30"W O1'OS'33" Improvemen s upon the project o contiguous to the project either upstream o
C21 360.00' 116.43' 115.93' N 80'23'09"E 18'31'S1" the lot. downstream,including culverts,ditches,bridges,storm drain
C52 36.44' L23 N89'39'OS"E 195.55' C54 1010.00' 2.84' 2.84' S 71'12'03"W 00'09'39"
C22 180.00' S8.22' S7.96' S 80'23'09"W 18'31'S1"
C53 50.29' L24 518'52'46"E 51.24' C55 1140.00' 3.20' 3.20' S 71'12'03"W 00'09'39" systems or detention facilities may invalidate the floodplain
C54 40.16' US N81.31'17"E 94,82' C23 120.00' 38.81, 38.64' N 80'23'09"E 18'31'51" C56 1200.00' 5.20' 5.20' S 71.14'41"W 00.14'54" boundaries and any one hundred year flood elevations shown
C55 18.58' 126 N13'45'30"W 97,60' C24 75.00' 41.61' 41.08' S 74'27'16"E 31.47'18" C57 1340.00' s.a1' s.a1' s 7r14'41"w oo•1a's4' HIGH GROUNDWATER NOTE art this plat.
C56 18.58' 127 579'21'30"E 27,71, C25 75,00' 41.61' 41,08' S 74'27'16"E 31.47'18" C58 1340.00' 5.81' 5.81' S 71.14'41 W 00.14'54" The flood elevations shown are n the City of Bozeman
C57 40.t 8' 128 533'48'09"W 88.90' C26 120.00' 38.81' 38.64' S 09'36'51"E 18'31'S1" Due to a relatively high ground water table within this Vertical Datum a evidenced b a -site Control Point
C58 80.25' 129 510'35'07"E 198,79' C59 1500.00' S6.02' S6.02' S 88'34'19"W 02'OS'23" subdivision,full tial basements are not s y n o
C27 330.00' 9.38' 9.38' S 88'49'40"W 01'37'43" C60 1500.00' 72.01' 72.00' S 86'07'37"W 02'45'02" or par 501:a set spike with an elevation of 4812.86 located
C59 z3.87' Lao Ne9'03'o2"E 72.So' C28 330.00' 50.05' 50.00' S 83.40'07"W 08'41'22" recommended without consulting a professional engineer. p'
c6o ao.66' Lit 522'5t'2o"E 58.02' C61 1500.00' 72.01' 72.00' S 83.22'35"W 02.45'02" N85'59'41'E,270.07'from the northwest corner of this
C29 460.00' 47.25' 47.41' S 75'13'20"W 08'12'12" subdivision. Q U� 0
C61 32.45' L32 S00.21'29"E 14.8X C62 1500.00' 72,01' 72,00' S 80.37'34"W 02.45'02"
C62 4t.6t' L33 N50'08'25"E 38.92' C31 460.00' 63.41' 27.40' S 82*18'06"W 07'51'49"11 C63 1500.00' 73.01' 73.00' S 77'5 1'23"W 02'47'19"
C63 41.6 t' L34 N00'24'24W 36.70' C31 460.00' 63.05' 63.00' S 82'18'O6"W 07'S 1'11" C64 1500.00' 73.01' 73.00' S 75.04'04"W 02'47H 9"
C64 39.9 t' L35 N7T22'30"W 85.21' C32 460.00' 58.24' 58.20' S 74.44'52"W 07'15'17" C65 1500.00' 66.84' 66.53' S 72-23.49"W 02-33'11"
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