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HomeMy WebLinkAboutTR 31920 RGP_722.27 rl 1 1 I I \ \ I I \ � I I M b $ TA MENTTABLE CUM TABLE NO.LENGTH BEARING N0. RADIUS LENGTH DELTA TANGENT - - - - - - - g9• 9\� Lt 3Z11' N5Y04'24"E3'06'45 276.53' ClCt 700.00' 526.72' - - - - - - - - - - -�--� 65 s2 _ C2 724.00' N42'30'00"f C2 1600.00' 321.14' i 1'30'00' 161.11' N79.38'15W MALAGA ROAD R=520.00' �'T' i \ L3 359.04' N71'06'45"E C3 J/96.00' 462.43' 8'17.25 231.62' - - - - - - - 2142.02' - - - - - - - - d=29'18'27 C4 208.00' 209.07' 5735'29' 114.33' L4 48.20' N22'0o'oo"W C5 J00.00' 169.77' 372528' 87.23' --.._._,-_..._..'----------._..__.--- N42*30'00"E C6 150.00' 49.16' 18'4643' 24.80' L6 422.78' N62'30'00"W C7 100,00' 100.52' 5735'29" 54.97' I \ \ 17 24391' N51'00'00"W C8 100.00' 108.83' 6721'18 60.51' L8 375.41' N33'S9'Ol'E C9 704.00' 189.38' 15'24.48' 95.27'l w CIO 106,00' 138.17' 74'40'57" 80.87' A S R M 3 m \ L9 235.08' N46'2724'W C71 100,00, 100.03, 5718'44' 54.65' .-._1�2 ... E"C9_- _C`O�\ \ Lt0 128.93' N19'4327E C12 43,00' 46.80' 6721'18' 26.02' L71 369.35' N68-25'07W C73 150.00' 106.54' 40.4139" 55.63, L12 173.00' N60'00'00"W C74 100.00' f08.83 62'21'18' 60.57' p a \ 113 444.90' N79'38'15'W CIS 300.00' 33.95' 6.29'01' 16.99' m C161 150.00' 1 205.51' 78'2955 122.55' yl I ro \ L14 C\ J25. N095522E\\ 39' C17 2000.00' 299.76' 8'35'15" 150.16' t, 7 wI " ° \\ �\ + \ L75 207.62' N1021'45"E C18 775.00' 987.78' 7735'DO 569.f2' „ L76 371.5T N70'16'33"W C79 300.00' 81.89' f53825 41.20' w \ C20 160.00' 129.56' 46.24'12' 68.58' I \ L77 675.49' N4T40'07"W C Ali I S \ L18 239.59' N70.16'33"W C21 3000.00' 89Z32' 1T08.15 452.03' ; n ,° " \ C22 172.95' 84.00' 2T49C38" 42.84' m DO UM 9 �\9 � '\ \\ \� L19 74.40' N00'S6' 'E4 772.95' 84.00' 2T49'38" 42.84' N •, l - �i 121 96.42 ' C25 1000.00' 98.45' 49.27' I7 C _n + g N78'49 02 W 5 38 28" / / 19 zo x, a I y • I „ „ ss + n 'Q +'/ v x, I I ° Q I \,,._ •A • 1, I'� •�� // ' " \�\\\\\ �\4 t22 211.55' N781521°W C26 1 500.00' 1 4' 18'47'09' L23 143.48' N09'5522"E C27 2396-50' 646.84' 1527'53 325.4 0 C28 935.00' 529.35' 3726'16' 271.98' '/ L24 448.47' N4740'07"W C29 2782.00' i Z 71' 0'21'53' 8.86' w \ L25 255.37 N69'58'35"E C30 32.00' 51.73' 9Y3738" 1 3350' / I - w _ _ � -' / N18'59'1 W 2533 , _ � � _ / \O L27 144.29• N69'S8'35"f C32 104.00' 106.601 58.4334" 58.511 i/ a . -_-_= o °` I I ' o x n �;� - `�\G+s a �_. \ •..��• (� / ..= '° \ L29 100.10' N09'38'37"f C34 550.00' 428.24' 44'38 4Y 225.64' \ 05 1 550.00' 1 287.89' 2Y59'27" 147.32' L30 87.06' N42'30'00'E C36 115.00' 361.28' 180'00'00' RlFlNIIE' \ \I L31 400.76' 9'58 C37 1000.00' 365.06' 20'55'00' 784. N6 '35"E 59' 54,23 C38 750.00' 163.8T 173108 82.26' LJJ/// • I 1 �� n Q , \ i / L32 1 ' N18' W „ 1 w � » � ♦ � �--� 06'5,rE 09 3D0.00' 179.72' 1751'5Y 60.67' L34N18'5422"W E4 3 95.00' 163,96' 75622' 82.00' �/� ! a • `-a / / " o '^ - - I ' w _ - \.J - \'q • - -��\ L35 JJ2.57' N2730'00'E C42 300.00' 37.19' 706'1S 18,62' ,a L36 148.00' C43 115.00' 36L28' 180'00100' INFINITE' L37 550.75' N39'00'00"E C44 300.00' 29.40' 14'20'30" 37.74' C45 3C0.00' 29.40' 536'5T f4.71' L38 256.79' K N1854'12"W \ \ C46 1200.00' 245.08' i f'42'05 122.9T ti R n N27-30'00'E C48 150.00' 109.16' 41'41'51' 57.13' y,; D xi n N CC5503 1f010000..0000''' 215.94' if'/4''5Y 108.32' 135,49' 51*45'11' 72.76'C492T30'00 150.00L42 159.05' N36*1I'VE C51 43.00' 49.32' 654254' 2Z7T m v 4Z7 24.00' N6r '00W C52 375.00' 455.01' 6 5. ZL43 L44 257.93' 91.15' 0'57'OT 98T fR L45 127.65' N15'0"25'E C54 200.00' 8Z67' 250TDO' 44.55' u s DO m / �� , I / i •� 1 % u \ 146 f37.38' N5r20'08"w C55 150.2E 48.20' 354533r 48.39' "'z m N74'ST35"W 300.00' 48.20' 18'243T 24.37' p 6675' N45'32'53E C57 300.00' 35.31' 6.44'38' 17.68' a ♦ ,� / `� ` ° „ / /.'6// �C A ;o ;. „ P. ' L49 242.6J' N55°W N42,30r30'00'E I�.c6 \ [J �' ! /! „ ✓oo /{ / .S / // i L51 20.00' N11'13'34-E / ♦ i b // xi t52 32.51' N55'02'40'f L53 248.00 jsf sy w \ \ •Q / /o1i L54 362.70' N28'00'00'E /• / / ,i f ! • -��` `.... ..� I // ° ��..�� � / / L55 652s9' N84'22'59'f .... '3 330.6' N3r303"W L57 76 81N4T3000"W N60'00'00'W / �' / �l ° l♦ �� l� w " j �� °° n e'.� T 59 89.4T N4728'5Y IN L60 255.20• N3521'52"E / / x i ,x + l ,. . „ n 'r(U b5 i� n �j �/ cs• '4 161 343.42' N62'30'00"W 162 321.23' N ' / / �� / \ L63 578.31' N2730'00'E S ` „� � l♦ /�i. N56'32'03"W \ / L65 .9' N68.25'00"W 97 C16 � ' �... �\ \.\_ � °, ! / �/ % w � i♦m . � i% „ /.. -, m % l l'�, L66 97.19' N4730'001E 1` m ! p • e . ��"Iti N4730'00'E L69 2 Sa.00• N4r30'00'E C L70 199.36' i r N48O65Tf llt 150.00' N2650'30"E s Z r / ly it aB? �l C I12Y� M / . U3 151s4• N41'22'18'E 9 W /,i \1 raj s •Q L74 281.07 D N5,Y04'24'E _ / a L75 226.04' N28'00'00"E L76 67.29' N5736'26"W L77 5.69' N15'54'J5"W L78 177.71' N41'22'18"E L79 177.72' N52'37'10"E i L80 270.20 N3733'56'E 'L81 43.04 N05'35'45"W L82 286.96' N5720'57"W L83 N40'14'38"W Lea a94.52s4.5z' N84'2259'E \�� \\ \ ,. . / LEIS 214.85' N58'39'11"W \9\ \\ \` X• cJ'(R L86 201.04' N29'16'23"W L87 309.I I' N46 39 20'W \ L88 268.04' N54'20'30"W /- \ L89 162-25' N51*57'30'E N38 02'30"W r \ 1 N z I N I � 3 Do cu I I I GRAPHIC SCALE m 1 xa m r 0 (U Q ( IN FEET) N_ 1 Inch- 120'ft . f m V \ "36 111 REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI ENGINEERING GEOLOGIST SOIL ENGINEER OWNER CITY OF LAKE ELSINORE a mfAro9 Qaot[ssloyq, 7"=r2o•NEBLETT & ASSOC., INC. NEBLETT & ASSOC, INC. LAING-CP, LAKE ELSINORE LLC �a`�r►�/ 3 �1 CORPORATION rn 4911 WARNER AVENUE, SUITE 218 4911 WARNER AVENUE, SUITE 218 31900 MISSION TRAIL RCE NO.498 M. 84�EXP. 9-3D-O6 DATE 3 PETERS CANYON T: 949-679-0090 HORIZONTAL CONTROL PLAN SHEET 27 DATE: 1 % HUNTINGTON BEACH, CA 92649 SUITE 225 No.49884 A 12 SUITE 110 R 949-679-0091 OF 28 a HUNTINGTON BEACH, CA 92649 * THESE PLANS HAYS BEEN RENEWED FOR COMPLIANCE KITH THE r� IRVINE CA 92606 SOUTHERLY PHASE - I a (714 840-8286 LAKE ELSINORE, 92530 * c.o3[�LOf- APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK (714) 84D-8288 ) J clva P / RIVERSIDE BENCHMARK NO.BM E-D-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF Y"INTERSECTION OF CORYDON STREET AND 8 (949) 567-1900 MARK DESCRIPTION BY APPR. GATE /9 THE STATE LAWS,AND PERMIT CAN BE ISSUED. FILE NO. jf Dp\\(�` MISSION TRAIL. 2T FAST OF THE CENTERLINE OF MISSION TRAIL TENTATIVE TRACT MAP NO. 31920 DESIGNED BY: M.WEBER DRAWN BY: R.PENA Q 7Y cS BASIS E BEARING: DATE CHECKED BY: S.WILSON PROJECT MANAGER:S.'MESON KEN SEUMALO RCE 56915 EXP. -30-OS CITY ENGINEER DATE sroN�uANEsmLET D CEREAL STREET AND Scom9oN srREri.MoruMEms a AND 4,BEING THE CENTERLINE INTERSECTIONS OF CEREAL STREET AND �7j