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Home My WebLink About3799-2A2 VMAX =16.5 fps V MAX =18.2 fps CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO START OF CONSTRUCTION W � cz N N O + O 00 •� O QIr- a� KNOX A VENUE rT i I 'l a \ I \ \ EXIST S. D. PER DWG. NO. 3706 SHT. 2 OF 8 CURVE TABLE LINE BEARING CURVE DEL TA RADIUS LENGTH TANGENT A 24020'26" 22.5 9.56 4.85 B 21 002'22" 22.5 8.26 4.18 C 15'5848 " 2510.00 700.05 352.31 D 60'00'00 " 22.50 23.56 12.99 E 5926'00" 22.50 23.34 12.84 !- \? M ENDEL L L. /WA TSURU i Gl R. C. E. 68819 DATE 8 MEE ME � ■■■■■■■■■ ■i■III "MINN 91 ��■■■■■■■■■■■i■i mom Fin MEMEMEMEMEMENS N 011111IMMEME 0 NERMEMINOWN "NOW. -M am E I ram was W-M.R-i NONE MEMEMEMMEMEME EMMMMM&AMMMMMMM 11IMMEMEMEMEME 11 1A MEN ff- MO 12111111111111 MENEM MEN 4,owtaq MEMMEMEMEMEME W'S min 0 0109 W OWN NFOR 122 0 W M c 1;w oil M MEMEREMEM.1 mpg Ol 8 MISS swam -9 EMEMEMNEENNEM 0 M "We MENEM MEMEMEMERNMENE Es 11IMMEMEMMEMEMEMEM N MEMMEMEMENEMENAM 111101 11111IMMEM EN ENE on ■■■� iii ii� ■.'!� EMIR MEMO men ��"��'��J�■ ■'■�■■"■ ■■■■■■ MEMMEMEM MEMEN-16H ME NIMEMEM ■■ i i "i■■■��! �� 12 R MEMEMMEMEMEME i■■■■■■■■■■■■■■■r�II:■��■■■■■■I��■�■�■�nII■�■��/9■/e��?, MEMMME 11 IN so MENEM a - MMEMEMEMEMEME 009 0000111111 EMEMEMEMEMEM11110 1111001011100414 N ANIMEMEM EMEMEMEEMEMEMEME EMENN MENIMMEaffla N MEMEMMEEMEMEM EMEMEMEMEMEMEME M. "', I in 0 M- 2 0 No mg NEW tea■■■■ , NO' 0. no MENEM mum ■n■■iiii■■■■■'iiii■■■■""��ii�iiiiii EMMMMMMMMMMMMWMMM 11MIN111111014-0:�■■■i■i■� iiii��m�i� �� A2 VMAX =16.5 fps V MAX =18.2 fps CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO START OF CONSTRUCTION W � cz N N O + O 00 •� O QIr- a� KNOX A VENUE rT i I 'l a \ I \ \ EXIST S. D. PER DWG. NO. 3706 SHT. 2 OF 8 TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT J! ,JJJJ=1 JJ'/�, 2 . REV. SCALE IN FEET 40 80 120 PA RKHO USE DR/VE REVISION DESCRIPTION '3 �? cco t2b D(z� W I NG LREVISE LOCATION OF CB E4-4 ADD LINE "E3" 1\ REVISED AS SHOWN 160 FUTURE S TWEET CURVE TABLE LINE BEARING CURVE DEL TA RADIUS LENGTH TANGENT A 24020'26" 22.5 9.56 4.85 B 21 002'22" 22.5 8.26 4.18 C 15'5848 " 2510.00 700.05 352.31 D 60'00'00 " 22.50 23.56 12.99 E 5926'00" 22.50 23.34 12.84 TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT J! ,JJJJ=1 JJ'/�, 2 . REV. SCALE IN FEET 40 80 120 PA RKHO USE DR/VE REVISION DESCRIPTION '3 �? cco t2b D(z� W I NG LREVISE LOCATION OF CB E4-4 ADD LINE "E3" 1\ REVISED AS SHOWN 160 FUTURE S TWEET LINE TABLE BENCH MARK: # 8-17 LINE BEARING LENGTH L 1 N67048'09 "E 36.67 L2 N67"48'09 "E 40.00 L3 N67'48'09 "E 106.62 L4 N7073' 15 "E 20.48 L5 NQD°OD_la"E /4.Si5 TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT J! ,JJJJ=1 JJ'/�, 2 . REV. SCALE IN FEET 40 80 120 PA RKHO USE DR/VE REVISION DESCRIPTION '3 �? cco t2b D(z� W I NG LREVISE LOCATION OF CB E4-4 ADD LINE "E3" 1\ REVISED AS SHOWN 160 FUTURE S TWEET DA 7F I ENGR. CITY DA 7F SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS NO T COMMENCE W,I THIN T WO YEA RS OF THE DA TE OF ,j APPROVAL SHOWN HEREIN AND CARRIED FORTH /N A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE I�A4 el, 11 REVISIONS TO THE PLANS TO BRING THEM INTO '�/CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT. CONS TRUC T/ON NOTES: &-CONSTRUCT 48" R.C.P. STORM DRAIN ( D LOAD SHOWN ON PLAN). ( - CONSTRUCT 30" R.C.P. STORM DRAIN ( D LOAD SHOWN ON PLAN). &-CONSTRUCT 24" R.C.P. STORM DRAIN ( D LOAD SHOWN ON PLAN). g -CONSTRUCT 18" R.C.P. STORM DRAIN ( D LOAD SHOWN ON PLAN). (6 - CONSTRUCT CATCH BASIN PER A.P. W.A. STD. PLAN 300-2 (W PER PLAN) &-CONSTRUCT M.H. PER A.P. W.A. STD. PLAN 320-1 (SEE SHEET 7 ) @-CONSTRUCT M.H. PER A.P. W.A. STD. PLAN 322-1 (SEE SHEET 7 ) @)-CONSTRUCT J.S. PER A.P. W.A. STDI PLAN 331-2 (SEE SHEET 7) t @-CONSTRUCT J.S. PER A.P. W.A. STD. PLAN 332-1 (SEE SHEET 8 ) CONSTRUCT BRICK & MORTAR BULKHEAD PER DETAIL SHOWN ON SHEET 8 Q BASIS OF BEARINGS.• THE BRG. N089'59'31 "E ALONG THE CL SUMMIT AVE AS SHOWN ON TR. NO. 16427-1, M.B. 296/7-11. WEST PARK WAY A b BENCH MARK: # 8-17 j MADOLE AND AssoOFFICE INC.°1�9 CAL TRANS BENCHMARK, -17. A BRASS CAP /N THE CONCRETE BASE OF 1 1 z c SOUTH ROCHESTER AVENUE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 M/ WEST (� PA RKHOUSE DRIVE OF SAN SEVA/NE RD., 2.65 M/ WEST OF SIERRA A VE. ci cvw 77^A1. U 1A9R Eno DA 7F I ENGR. CITY DA 7F SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS NO T COMMENCE W,I THIN T WO YEA RS OF THE DA TE OF ,j APPROVAL SHOWN HEREIN AND CARRIED FORTH /N A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE I�A4 el, 11 REVISIONS TO THE PLANS TO BRING THEM INTO '�/CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT. CONS TRUC T/ON NOTES: &-CONSTRUCT 48" R.C.P. STORM DRAIN ( D LOAD SHOWN ON PLAN). ( - CONSTRUCT 30" R.C.P. STORM DRAIN ( D LOAD SHOWN ON PLAN). &-CONSTRUCT 24" R.C.P. STORM DRAIN ( D LOAD SHOWN ON PLAN). g -CONSTRUCT 18" R.C.P. STORM DRAIN ( D LOAD SHOWN ON PLAN). (6 - CONSTRUCT CATCH BASIN PER A.P. W.A. STD. PLAN 300-2 (W PER PLAN) &-CONSTRUCT M.H. PER A.P. W.A. STD. PLAN 320-1 (SEE SHEET 7 ) @-CONSTRUCT M.H. PER A.P. W.A. STD. PLAN 322-1 (SEE SHEET 7 ) @)-CONSTRUCT J.S. PER A.P. W.A. STDI PLAN 331-2 (SEE SHEET 7) t @-CONSTRUCT J.S. PER A.P. W.A. STD. PLAN 332-1 (SEE SHEET 8 ) CONSTRUCT BRICK & MORTAR BULKHEAD PER DETAIL SHOWN ON SHEET 8 Q BASIS OF BEARINGS.• THE BRG. N089'59'31 "E ALONG THE CL SUMMIT AVE AS SHOWN ON TR. NO. 16427-1, M.B. 296/7-11. WEST PARK WAY A b + �n-PR� IPREPARED w MADOLE AND AssoOFFICE INC.°1�9 O 1 1 z c SOUTH ROCHESTER AVENUE DRAWN BY PA RKHOUSE DRIVE oo,o��„ No. 36637 Q) PM C LINE L4 AS SHOWN * Exp: 06-30-06 HONE X9091 937-9151 DESIGNED BY _ a7 t/�i? ffl+8,402,T0 S T14. 20+00.00 DATE- NOV. 2004 � \� 9TF c V \ \ O�� OF CALF / Date �f% �Y CHECKED BY.• 1A RO Y. �. L,/ ? DRAWING NO. 2 dt 3663 EXP. 6- 0 6 !- \? SEE LINE "E3" % 1,Lj- Q DWG. N0. tI� TRACT 16877 - - 0 LINE "E3" Nil JA126-2023\storm\sd02-Rev.dwa. 3/9/2006 4:36:30 PM. DJ Prepared Under The Supervision Of : C/ T Y OF FON TA NA, CAL /FO RN/A �n-PR� IPREPARED w MADOLE AND AssoOFFICE INC.°1�9 STORM DRAIN IMPROVEMENT PLAN 1 1 z c SOUTH ROCHESTER AVENUE DRAWN BY PA RKHOUSE DRIVE SCALE No. 36637 760-A ONTARIO, CA 91761 PM C LINE L4 AS SHOWN * Exp: 06-30-06 HONE X9091 937-9151 DESIGNED BY _ a7 t/�i? ffl+8,402,T0 S T14. 20+00.00 DATE- NOV. 2004 � \� 9TF c V \ \ O�� OF CALF / Date �f% �Y CHECKED BY.• 1A RO Y. �. L,/ ? DRAWING NO. 2 dt 3663 EXP. 6- 0 6 !- 3799 M ENDEL L L. /WA TSURU i Gl R. C. E. 68819 DATE 8 Nil JA126-2023\storm\sd02-Rev.dwa. 3/9/2006 4:36:30 PM. DJ