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HomeMy WebLinkAbout3571-10HOR: 1 "=20' .,SCALE: VER: 1 "=4' 60' L i 94 STA 24+4 .84 19 27 39' /(50.70) T it tr (50.03) FL cca (50,03) FL 50.67 TC 50.49 TC 4 9,ZT 'F 490.34 IN.62 FLV < S 24 -'X38.42 4 ')A - CAUTION. SEE NOTE Ki A �_-OnOlr) I #E_ 8 STA 0 _L)A Pn FPQ 50.40 TC 8 04q,54#E 49�73 FL 19 -33 SD_ - Ir 0 ry 31 u (40.02)±CID 2 3 1 10 ro 0 0 II INV (50,23 T11 cq q 0-) q (40.23) IV 5 m 0 + 50.04 C 32 + INV I,- ZD 49.37 L 33 m N 12 Q 00 z & ri- ivt V) (--)-I (J�1, 3 0 4 68 T > 49,01 FL < A 9 4 9 48.76 FL �3 6 TC FL (41.31) INV 48,53 43.36 IN (40.80)± 7 y 34 INV LINE "B" N45006'07'E 0wV 29 25.59' 19 9 'I 6"W 16 w - - -------- In 0 N � Ln m MEYER CANYON DRIVE N89*48'44#E Ln _0) 8"SWF) - - ----- ----- --- 938) 8"SWR-- STA 23+23.43 CHERRY AVE. .�0_ r q n STA 10 -POO MEYER CYN. DR. - j L4-1 7jINVSD (49)Z,43)FS (38.17)INV B 49,00 TC C) 48.33 30 C C) 48.53 TC 47.86 FL u U �- LL_ 2 4 CO 10 - 11) 0-), 47.94 TC 6 0-) -'t (5) 47.27 FL + : . , .�2 9 4 < Ln ug STA 22+40.78 BCR (47,53) 19 (46.92)FL FA)JI E YEI� Q_ IYON DRIVE AT CHERRY AVENUE sc ALE .1 2( Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT 1-800-227-2600 CONSTRUCTION NOTES: (D CONSTRUCT 0,15' AC OVERLAY 4 CONSTRUCT 8" CURB AND GLITTER PER CITY OF FONTANA STD. PLAN NO, 1003 10 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO, 1015 19 JOIN EXISTING CONSTRUCT 0.27' AC OVER NATIVE I, 94 11 25 CONSTRUCT CURB RAMP PER CITY OF FONTANA STD. PLAN NO. 1006 li60' 6-PCONSTRUCT LOCAL DEPRESSIONPERPlTy OFFONKI ITAA CTr) PLAN Kin 1,)l WAc cunuml 4 7' 27 CONSTRUCT 27" RCP (2000-D) 28 CONSTRUCT 33" RCP (2500-D) 29 CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN 340-1 30 REMOVE EXISTING CURB AND CUTTER 11 31 REMOVE EXISTING SIDEWALK 32 RELOCATE EXISTING IRRIGATION CONTROL VALVES REMOVE EXISTING CATCH BASIN AND LOCAL DEPRESSION 34 REMOVE EXISTING 27" RCP (2000-D) 35 REMOVE EXISTING 33" RCP (2500-D) 6"W NOTE: CONTRACTOR TO VERIFY LOCATION OF FIRE HYDRANT AND LATERAL PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH WATER UTILITY TO ENSURE FACILITY IS PROTECTED DURING CONSTRUCTION. MILLER AVENUE SCALE: 1" 20' 20 40 60 REVISIONS ENGR's DATE CITY DATE APPROVAL APPROVAL fkOF E ss I Cpl NO. C-60256 Exp. 6/30/04 CIVI\_ CAQ STA 37+74.35 CHERRY AVE. � STA 10+00 MILLER AVE. � CURVE DATA I STA 38+61.86 ECR V(7TC2,90 (i� � 2.26FIL cr- DELTA RADIUS LENGTH TANGENT 90`04'50" 50.00' 78.61' 50.07' 10" 5000' 78,47' 49.93' r89-55 90° 10'23" 50.00' 78,69' 50.15' RODt89°11'37- 50.00' 1 78.39' 49.85' I STA 38+61.86 ECR V(7TC2,90 (i� � 2.26FIL cr- Ld 71.9 T 9 _!C 71,48 Tc ­ 71.32 FL 70.81 FL 34 (59.80)± ... .. .. . ......... .. ------ INV V� 9 6 N59052'57'E \0 20.84' Ln r _Q0 N C-_,�bd N f1l) _t 00 co CD 0 11 z r N89*54'1 7E N, WFII (58,15) INV 90 S D ;0�_64- CC 9.97 FL D 9 C, 704-9 TC 69.82 FIL /x /z- LLj 2 4 1-0 C) 70-32 TC if 25 r_ � 69.65 FL <7 10 32 31 U71 STA 36+87.80 BCR 19 f I 70.07 TC 69.41)FL 19 A ENUE AT CHERRY VENUE oy �S�C_A L -E. PROJECT MANAGER REGISTERED CIVIL ENGINEER CN �n cKj 0 10 0 11� + + 32 00 ")o no 33 < < un r- F, r-- r, un r- F- u� Ld 71.9 T 9 _!C 71,48 Tc ­ 71.32 FL 70.81 FL 34 (59.80)± ... .. .. . ......... .. ------ INV V� 9 6 N59052'57'E \0 20.84' Ln r _Q0 N C-_,�bd N f1l) _t 00 co CD 0 11 z r N89*54'1 7E N, WFII (58,15) INV 90 S D ;0�_64- CC 9.97 FL D 9 C, 704-9 TC 69.82 FIL /x /z- LLj 2 4 1-0 C) 70-32 TC if 25 r_ � 69.65 FL <7 10 32 31 U71 STA 36+87.80 BCR 19 f I 70.07 TC 69.41)FL 19 A ENUE AT CHERRY VENUE oy �S�C_A L -E. PROJECT MANAGER REGISTERED CIVIL ENGINEER