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HomeMy WebLinkAbout3146-9A a A CD 0-1M 0 ICU CD M 0-1v 0 0) 3 ON CD F- 0 w w 0) 3 In CD CD CD z L.� i L Q d U i �il SEE SHEET 10 14 T28� - -- 279.93 - -- 280.13 280.42 f� 8 CONC J-2B•C� - ;120-8 -- ---i2S1. - --- 1 T FS CONC T27173 ---- - 281.32 // x 0.74 1284. 0 -- / --- 279.67 - E - --- 15- CT- I CONIC F-- - -- --- --- - - j - --------- -- _x128 1° - 280.54 TC E -1 --�� 1-- --- CONC ------------- - - - - -- °I - - - - - -- -----x-1-2-79-7-1 - - - - - o ✓✓ -- ---- [T - j _ 1280.74 1280.47 FL HC RAMP 1280.78 280.8 O + _-k- 1 �7Q 1 279.29 1,� ]9_37 279.72 �- -- ---- 80 - --------------- - - 1 280.39 ------- - 33 "1 2�3� 1 280.53�28d96 2 80.74 - 1.12 - x - I ,1280.34 x 280.32 FL x x12 x1280.32 280.37 xfi�80.39 1280. 2-10' CB 2-10' '29 11280.21 / / / / x STREET 1280.74 LIGH � x1281.2 1 81.25 1279 �9 ASPH X1 279.86 1279.78 \ x1280.13 x1 280"- !RSPH / / 'x 1�SD.64=-�z80.76 4 2806 1281.23 x11 . 12 X x1279.86 1279.81 1280-69 2.6 i 12"W- x1281.2 o° 2 -12"W -x x1280.23 I� - 1280 TEL - T28P 23 x 1�50.� x 1-2�0.-8 T- � / TEL 281.14 �28�21 � � �-- - 12�g1.6�- TEL X1291 .79 281-06 26 g9965 ° ° EACH) / �� x1 1 .72 LI 81 �I x x1 28 6� 1281.7° 281.08 - x1281 .08 12 .30 1281.14 - 1281.30 12 1281.60 1 - - 1.74 ? - - - �9 - x72= 3- -CE - w 1281.62 - - 128n.21 , a aR - - �- - CIO /� x1281.16 x1 281 .20 x128 .O x1282.70 xl 281. 0 F I 280 - 1 280.06 x 280.21 � - �7 2 55 -Z 2 9.6 6- \ /to 41 "W -� 2� 1 1281.14 41 "W - _ x1 2/9.76 1280.34 I i 1280.70 280.72 x1280.78 � M Mro1281.30 x1281.60 128 279.77 ASPH .25 / 4,.0 A PH - _ 8"S x1280.69 �� h - - .39 x12Ab 28 280.67 x1281.3 280 4 4 I2ST.37- x1281 4 42 279.32 x1279.37 x1279.35 N 1279.42 %p�( / 0 �C x1280.48 x1280.27 1280.34 x - - - x1279_25 - - W = r,_ 6 X o/ fin Z a M o W �x �x r 1280 i $ G 3-1 LT �I V9 e x l) I x 1 2 x1 280.06 12-8 25 x m x m Z x 28 i�y�. 1280. P o ~ N 1 281 - -- - .27 -----F / TS 4 4 0o 26- 4 % d �g 1 80 2 -- o rJ . 12 91 TIC 8 . 1 xE 26 g(v} 00- 8 FL - x 4 0 68 128 x 2.1 1 81 .20 _ � 7- ---�- _ }--------- _ 1 _ 127-- 7, - --4- - --- --- .2 -- -- 7 1279.31 o- - x12791 9 J 79.43 CON --- --- 279 r4-- - / '� I -- r• _ �nl - -� -- 1 0. 2- P� 80.74CONIC 1 FS ih 4 i l28Y 2 '--R -- - 127 7 x xl 0 ?Qn 2 x12 8 -- - - \\ 81. x 2 28 / 0 � 1279.35 OT 1 262 1 5 ... -. 1 . � �Dr1 � \ 1 CRAMP 2 . 1 > � r - -41"W -� 28 4�- _ F x �c. S o� S '� FS�� 81. 1x, I[uu.911 .Ac F I - S 1281.- p'I 7934 .,1261.61 _ 2 ph 1280.56 19 0' I[GV 81.1 �,� + 1 - , Pi` 41 ��- 21 ,^ , R r>ti c� 2 / F 1281.03 )t�5 1 B 2�' �� h FS 281.40 1x1281.93 x1 x 19 G0 - 01 1 x y9 01 1282.18 , FS 33- 1 5 282.0 1281.18 1 281 6 1 278. 1 1 261 .61 - _ 26 2g 128 -66 i l 2 _ x HakE F Poi �� 2 0.8 TC /^j0 1280.16 FL W xh 1 280 72 6200- / 262a 1 3 3 / o 1281 .2 / 1279.7 . I \ V .67 h h 1 x1 >2/// x1277.7 27 = 7 260 - � x1277. .78 x1281.71 281.9 / V A ���� �. xi 2 0.22 a E IW 1 x1281 x1281.28 x1279.57 x1 x 2 x 281.62 I x1279.80 127. 0 o 1 � x121 2 3 I U Izl z 1 l Lj x128 281 3 1281 .77 69 d. 8 s I x1277 J x1256. - 1276.29 ,` x1281.69 281.71 281. 5 XI279.53 V 0 / 1279.67 C 9 X11 8. Q I 128 I I ( 81.9 .46 ~ z 11 a o 275.4 t�` x1281.69 1279- / 1281.34 2 1.314 2 1111 x ° 101 12 1. } x1256 281 A A / / / / 0 80 II .128 .53 x o x12 (V x1255.79 x1 " 1274.3 x1 O 127 .69 1281.67 x 28 43 \ \ \ \V A PH / / 2 6g - / / x1 x1280.88 I --- -- ---- - I I - - - - - - 1 �81. 28 .15 1 1 2� Q �.79 �� } n. x .1 281.69 A c �1 x1 279. 3 27� 25 I x / 1 - 1 x1281.14 x1280.58 I �' o 4 o ° Co- I N 12)1 .66 1 11L �� ,T255.56 v 1273.61 x1 255 r f �' .% �� �� xl 281 -39 281.27 � `x1280.6 2 1 --- 128 57 46 1281 41 x1 x x1 28p.8 II 279 71 0-18 80.32 280174 x1267 Q x1��8 Q�Z 255.26 Q` x127 .5 --- X1 Q� _ � vi .- CONIC x12 1.06 � CONIC --- x1279. 711 II 1 I 1 o I 3 ° - - I I' 5 x1 8 36 II I V V � x1 55.� _ _ ,`�, � Q 127 - 7+i 281 .37 x �� 1280.6 x �;,% 1 � 281. 4 1 0. x �' x1279. 1 28 - 5 1279. Ci.51 x I I I ((� 7.3265 12'35.12 !� / 127. C U N y x1281.21 12 t 9 �46 0 1278.1 128 .37 1239 p x*55 Uj 0 } 5.1� z z_ x1 x12.3.79 �I I x12 x1273.63 27�,76 SEE SHEET 8 SEE SHEET 2 CURVE DATA (ALTERNATE ROUTE SIGNAGE FOR DISABLED USERS) SYMBOL RADIUS DELTA LENGTH TANGENT CONSTRUCTION NOTES 01 SLURRY SEAL EXISTING AC PAVEMENT TO LIMITS SHOWN. F2 RAISE IRRIGATION BOX TO GRADE. REPLACE BOX WITH TRAFFIC RATED BOX AND COVER. NOTE: REFER TO SHEET 2 FOR TYPICAL 04 CONSTRUCT 4" CONCRETE SIDEWALK (WIDTH PER PLAN). PROVIDE EXPANSION AND SECTIONS IN THIS AREA CONTROL JOINTS PER CITY OF FONTANA STD DETAIL 1015 AND AS REQUIRED BY INSPECTOR. ® PROTECT IN PLACE. 14 INSTALL 6' CHAIN LINK FENCE PER SBCFCD SPECIAL DRAWING II, SD -2. Q SAWCUT EXISTING PAVING. FOR FENCING AT TRAIL ENTRANCE SEE DETAIL "B" ON SHEET 2. 21 APPLY TRAIL CENTERLINE STRIPE PER DETAIL "A" ON SHEET 2. ® REMOVE CONCRETE SIDEWALK. 23 APPLY 12" WHITE STOP BAR/CROSSWALK. 13 REMOVE 6' CHAIN LINK FENCE. 24 APPLY "STOP" (48" X 38") PAVEMENT LEGEND PER CALTRANS STANDARD 14 RELOCATE GUY WIRE (TO BE RELOCATED BY SCE) PLAN A24D. 19 REMOVE & REPLACE TURF AND SPRINKLER 26 INSTALL SIGN AS SHOWN. SYSTEM AS REQUIRED TO CONSTRUCT TRAIL. SCALE: 1 " = 20' 0 20 40 60 Underground Service Alert BASIS OF BEAFi1VG�S BENCH MARK ESS/pN DAVID EVAN S CITY OF FONTANA, CALIFORNIA QROf �o q�' D ANDASSOCIATES INC. R YOU Call: TOLL FREE �F� o, m 0 THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF FOOTHILL BLVD. BEING SAN BERNARDINO COUNTY BENCHMARK FINE 27 OBERT c+Q � �d ca Q y �'` o + r+ DRAWN BY: ,� 800 North Haven Avenue, Suite 300 MM5T/RDMA Ontario California 91764 SCALE: SAN SEVAINE CREEK HORIZ: 1'=20' � -800 N89'24'01"E AS SHOWN ON CHISELED ❑ S.E. PILLAR ,,, r a DESIGNED BY: BIKE AND RECREATIONAL TRAIL «, 227-2600 RECORD OF SURVEY 59/52-62. LUGO MIRA LOMA #3 TOWER LINE 22-2. � No. 48138 * Phone: 909.481.5750 DR9 VERT: NO SCALE ELEVATION = 1230.21 .!y�y, BVI\. 1 cG`� q'G � CHECKED BY: r LAYOUT SHEET DATE: 04/23/02 IF ^�� ' 1 f t -lV-, 7MI0 WORKING DAYS BEFORE YOU DIG REVISIONS OF CpUE c,� ENGR'S �� CITY DATE APP�C�AL APPROVAL PROJECT MANAGER DATE: REGISTERED AML ENGINEER JOBONT0005 APPR , R3146 SHEET NO. 14 (NEER RCE 1'152