Loading...
HomeMy WebLinkAbout456-7 i 19 CURB DATA 1 DE90A00 G RADIUS o.w LENGTH TANSGENT -i C H A N E Y S T R E E T 2 N46 15 52 W - 33.50 - \ _ 17 6 15 14 - - 13 4 Hai 0 08 E z.sG a:� z.so 5 __,90 00 00 2.50 3.93 2.50 6 N46 15 52 W - 21.50 - 7 N43 44 OBE 27.00 8 N46 15 52 W - 2.00 - ` � .. 10 N46 15 OSBZ W 312.00 -. IXI610W RI91f 6 m ___-_- - _- -_- -_ _- _--- -_-_- _ ____ _ __. - - - 11 460 00 00 2.50 2.00 = ... --- - - 12 N46 15 52 W 12.00 13 \ �,C 'Are 1 ,-- _ _-___ _.__._ +, 14 o-180100 00 2.50 17.85 " 15 N46 15 52 W - 12.00 16 o-6 15 52 W - 12. - �� 17--�� _e6 -- -- -- - 80 00 00 2.50 - �� ' �� ��NM4117319i9rt S WAS- 18 Nos 1s 52 N = 12.00 = 19 N46 15 52 E 14.00 7 _ 20 N43 44 OBE 4.00 \ - 8 YU' 21 N46 15 52 W 23.00 22 N43 44 OBE - 3.00 - \ 171 -- 23 N48 15 52 W - 16.00 - 24 N43 44 O8 E - 27.00 \ -- - - --ft 1 M -- - - t - - -- - - -11 - -- - - s' 4 ,y I 5 2 60100500W 2.50 13.00 27 N46 15 52 W _ 80.83 Sj I 28 N48 15 '0 W 83.93 os 29 G 90 00 8' 2.50 3.83 12.-',30 N43 44 08 E - 27.63 S \ -- - 31 N43 44 O8 E - 4.67 - A 44 OBE 2- 3.00 2.50 0 3/ N46 15 , w 73.93 z 4 35 e=90 00 00 2.50 3.00 2.50 36 18' '0 E 297.85 - 37 tt=180 00 00 2.50 3.50 38 N43 44 OBE - 72.50 L m N46 15 52 W _ 13.50 = '\\, - M N43 44 OBE - 13.50 - 41 x 180 00 00 2.50 7.65 \ I -- 43 N43 44 OBE 22.50 25' 273'P 44 o-180 00 00 2.50 7.85 5' ---- 45 N43 44 OBE - 13.50 \ \ 46 N46 15 52 W _ 83.00 \ 11 47 N43 44 OBE - 13.50 - \ - - 48 90 00 00 2.50 3.93 GO 2.50 \`\\X 93 49 N46 15 52 W 25.00 51 h 90 00 00 2.50 3.00 2.50 \ O 4 _I 52 o-90 00 OOE 2.50 3.93 2.50 �\ 3 Y I8 53 N46 15 52 W _ 15.SO Z \ = 54 N43 44 OBE 27.00 _ 55 W6 15 52 W - 2.00 - 56 N43 44 OBE - 63.00 - �% 57 N46 15 52 W - 13.50 _ (3'1 59 N46 15'2'W 2.50 13.50 60 N43 44 OBE - 90.00 61 N46 15 52 W - 13.50 66.3 N460100 00W 5 2.50 13.500 64 N43 44 OBE 63.00 65 N46 15 52 w = 1 .00 3 = fib N43 44 O8 E .00 I _ 67 N46 15 52 W 2 .00 3. W 68 N43 44 OBE - .00 69 N46 15 52 W _ R5 00 70 N43 44 OBE 16' -- 71 N46 15 W 13.50 a 72 90 00' 13.00 2.50 3.93 2.50 73 N43 44 OBE 4.0000 74 e-90 00 00 2.50 3.93 2.50 \ \\ FT= 75 76 e-90100 OOW8. 2.50 13.93 2.50 p 77 N43'2 '3 E = 25.07 = 78 a 9' 29 31 2.50 1.90 0.54 79 N19 14 37 E 43.55 80 N19'2'3 E 42.07 - - -- - - - + I 81 a 24 29 31 2.50 1.96 0.54 i 82 N43 44 ,0 E 14.9fi \ - - - -- - - -- - 83 N 180 00 OO 2.50 . 2.50 88 ;4 51 84 N43 44 08 E - 3.50 21 50 A BS N46 15 52 W - 45.00 s 86 N43 44 08 E - 13.50 - \ 87 �90 00 00 2.50 3.93 2.50 m 14 88 N46 15 52 W - 7. - 5 C 3 r 1 - - -- 1 - - -- 0 90 a 9010136W 03 2.50 3.93 2.50 $F \ 91 N43 42 32 E - 241.74 - s 1 92 o-90 00 00 2.50 3.93 2.50 -- - \ 1 1\\X e, 93 443 44 OBE = 12.00 =\ E 94 1446 15 52 W 81.00 95 N43 44 G8 E 13.50 ,g, 95 as 96 x 90 00 00 2.50 3.93 2.50 97 N46 15 52 IN 17.50 98 N43 44 OB E - 22.50 - \ 99 N 180 00 8- 2.50 3.50 - \ $1 I 101 N43 44 08 E 13.00 -- 10/ N46 15 52 W 13.50 \ g 102 N43 44 '0 E 13.93 104 a 90 00 2' 2.50 3.93 2.50 \ I I 101 N46 15 ' ' 23.93 106 0=90 00 00 2.50 3.00 2.50 \ ] . 106 N43 OS E - 2.00 - ` - (S1 \ 8 108 90-00-00- 2.50 3.50 2.50 18' I 2T 149' 9' 16 28' 16' 109 N43 44 08 E 27.00 \� 5' 110 N46 15 52 W - 2.00 - 30 _0 30 60 90 111 N43 44 08 E 45.00 "' I 112 N46 15 52 W - 13.50 - 113 t 180 00 00 2.50 7.85 GRAPHIC SCALE \ \ 86 I 114 Nos 15 5z W - 13.50 - 115 N43 44 08 E 90.00 m ----- 11116 N460 15 52 N 13.50 = J - 7 o-18 00 2.50 7.85 N49 15 522-w = 0 Go 0093.00 91 00 120 N43 44 OBE 2.50 2.50 2.50 �Tu3 42 E \ 1443'41'14'E 273.73' \ \ o T � \ 61 UNDERGROUND SERVICE ALERT BENCH MARK: LEGAL DESCRIPTION: BASIS OF BEARINGS: REVISIONS ES engineering CITY OF LAKE ELSINORE SHEET s AT THE INTERSECTION OF CHAPEY STREET AND 9 S -planning-surveying IN THE COUNTY OF RIVERSIDE, CALIFORNIA CALL: TOLL FREE A PORTION OF LOTS i AND 3 IN BLOCK 89 OF FEALD'S THE CENTERLIPE OF CHMEY STREET(N43'44'O8�)AS SFgWN ON 1485 SPRUCE STREET,SURE H MINTFURN STREET,AT THE SW'LY CONCR OF THE RESUBDIVISION OF THE CITY OF ELSINORE, AS SHOWN RECORD OF SURVEY,FILED IN BOOK 91, PAGES 1 THRU 3, RECORDS � c RIVERSIDE,CA 92507 PHONE: 909.342.0036 HORIZONTAL CONTROL PLAN '+? O INTERSECTION,32.5'NW OF THE CENTERLINE OF BY MAP ON FILE DI BOOK 8 PACE ALI OF MAPS, ff RIVERSIDE COUNTY,CALIFCRNIA. z FAX: 909.342.0268 FOR OF 7 SHTS. 1-800-227-2600 CHANEY STREET,2.0'SE OF A STREET LAIR ��OF SAN DIEGO COUNTY,CALIFORNIA, N0.C55955 r., POST,8.5'SE OF PP/2357956E,SW'LY OF A DESCRIBED AS A WHOLE. ' NEAR-CAL CORPORATION } FIRE HYDRANT, A CHISFIFD SQUARE IN TFE TOP Exp.12/31/04 - / 02 FILE NO. OF CURB. MARK REVISIONS APPR. DATE A� ICNAUF�\! The Cornerstone Group RUD E. TWO WORKING DAYS BEFORE YOU DIG A-93-17 12/95 EASY. 1273.77 DESIGNED BY: D.K.B. DRAWN BY: D.K.B. CHECKED BY: R.E.N. `�^`"�"a-"" R.C.E.5 5 EXP. 12/31/04 COMMERCIAL PROJECT#2001-02 3999 \ a r:\3 \0.0\­ 9\399 07.d. ­E: 01,z 2 T­ 1.29�