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HomeMy WebLinkAbout2783-2EXIST.17_::50 �F 00 p " N 60"RCP ' � CONST. 154.16 LF- 78 RCP -1350 D CONST. 277.09 LF 66"RCP-1350 D PLAN 1 "= 40' CONST. 292.00 LF 66" RCP -1400 D Q=430.4 CFS Q=357.7 CFS Q=284.7 CFS Q =2 88.4 CFS Q=306.7 CFS A 'I 10+00 11+00 12+00 13+ 0 14+00 15+00 16+00 17+00 18+00 * CONTRACTOR SHALL VERIFY Q=348.1 CFS Q=322.6 CFS PRIOR TO BEGINNING OF CONSTRUCTION. Q=338.5 CFS 16 PHASE IL PHASE I J \ w= zU z Zo vwiuwi \ \\ =z QQ \ \ \ - �hU-Q' Z as _._\ \ INTERSTAT 210_ _ \ CORRIDOR - - 0 z 17 7 \ \ --- - 0 5 \ \ Q N 0 U O t,- Z UJ ao d 8 ** ** d \ 8 \\ \\ U �,•• w w 0 6 SEE LATERAL PROFILES ON SHEET 6 \ \ \ \\ p Ln w- en = j co N w 3 6 w co \co 3 6 \ \ fn OD M \� N N �� z -wN 3 " z� N to \ \\ 3 \\ \\ co ro ao of M d =, �- d O 1436.39 BOT 24 SD d d Q \ o 6 \\\ \\ cn " N i '� �' �, U 8 0 to J w °M' ao �' 0 1435.23 TOP 8"SS -� M \00 Q \ \ \ o = A en 0 C0 cD 3 �t O M F - ' �X3 d = d \ 00 I \\ \\ \\ rv0.� owr,MvmN SNF .o .- � .0 '�-� \ 6 P U• a N o O '' 0 c \\\ + w a rn ++ Z+ w INTERIM EOP v J Z \ v o o o ao \\ Z 0LJ / =II XM M p II ±w \ CONST. 384.50 LF 60" RCP -1400 D Q=262.7 CFS 19+00 20+00 21+00 22+00 r -- I v 2 - 11+98.66 LINE A � �� _j z " 2 2 = 4' ' 00 N in / Ld 10+00 LINEN PROP. 12 SS - � �` � �` X2058 E - - - --�� - - c� - - - _ - - \ - . --� - - - - - - 0 133.85 CL HIGHLAND ANL - - - - - - " a e \ \ =135+ 36.34 CL SAN SEVAI It \kA 138.86 �, 00 N r N 00'20 58 E \ \* f ;N 24 18'23 OE 11 I it 1 t� d d i N 11 LINEN �1 N I 11 11 v 1 N45'20'58"E u I� II w 00 0 10+13.69 N--d-r•7 o f _j ,�,� J -j Q c "o0 M Q H II II SLI '� END LINE N ao Q j 0 0 o w M _' w N w I 0 Ih II Z O I D� or0 ao +z 00 ~a No Iii II Z ^ REMOVE EX. ± N ± Q o w r + w z + i? II I Q I- I 60" RCP W� I>- n � II w N 6 Mil 8 6 it n= O -, ca 5 d 1 € V CHANNEL R/W Q i _j z 5 **SEE LATERAL PROFILES ON SHEET 6** C HIGHLAND CHANNEL D I ! 8 EXIST. DBL R (11' X 7.5') a IMT (WALL of RSB ARI's410/T Tt _ 45 .o' � F- 4. ' czO E _ fYow L ffdE CONSTRUCTION `NOTES 16 CONSTRUCT _JUNCTION L STRUCTURE-_PER_.APWA STD. N0._333-1 (C =6.54) _ALL STRUCTURAL CONCRETE USED FOR RCB/ RCP CONNECTION TO HIGHLAND CHANNEL SHALL BE 4000 PSI WITH 'A"GRADATION IN ALL ' INV ERTS ATV *B" SRA�ATTON ?N AL WALLS " PER APWA- STD. SPEC. -C WORICS CONSTRUCTION -SECTION- 201-.1-.- INSTALL 01.1; INSTALL 78 RCP. lNv r(A� w.) 6 � Sr/SrIN6 RElNr✓N4 4W/- S#,4L4 AE cur AAc1� 30 CONSTRUCT MANHOLt PER' A.P.W.A. STD. NO. 320-1. Ta /- " fP4M fINA6 &xPestD sti,�/Ssc.E �q¢ Ap fwv,.,T` (:30wi • wHas yxeYiDiNc nwc�MUM ® INSTALL 66" RCP. s,0c-/C196 nfsr,4,uCs . 4 05 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A., STD. NO. 332-1. SECTION A A © INSTALL CMP RISER PER CALTRANS STD. NO. D93C. 1 CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 322-1. ® INSTALL 24" RCP. 09 INSTALL 60" RCP. 1© INSTALL 48" RCP. 17 INSTALL 42" RCP. r CURVE TABLE CURVE DELTA LENGTH RADIUS TAN A 23'57'24" 41.81 100.00 21.22 -77 / SCALE+ 1' = 40' SCALE IN FEET REVISED CHANNEL CONNECTION REVISIONS \ \ N 'Is, 0 \ q�7 \ \ G,q cqS G'qs \ �� z �b \ ;l �\ ",S) om \N /I \ REC045-DF AW -1-P Cim_ \ \ \ qsF� \ \ ` \ \ GP�. s F✓kCt�i�� ORAWINQS HAVE [SEEN PREPARED, IN � (3KE PAS' �' OF INFniiMAl7t)N C()MPII ED AMU `u NO.6�13a, TURN to 8Y OrHEF18 Tt FE ENOtP.IEER WILL -ter fit �l- J "C' RE IBi.E FOR ANY ER40ps "s um.' ;s"s mvq \ \ \ p \ HAVE BEE RPOHM EC INTO THE OWUMFWS A8 , A RESULT p4 DF. PHASE I APPROVAL STA. 12 + 80 UPSTREAM cn CITY ENGINEER RCE 25126 ' 0 0 BENCH MARK:8=17 CALTRANS BASIS OF BEARINGS: Z CITY OF FO NTANA _CALI FO R NIA BRASS CAP IN CONCRETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP TOWER LEG, 343' N/0 HIGHLAND IS THE SOUTH LINE OF THE NORTHEAST AVE.,: 0.21 MI. W�0 SAN QUARTER OF SECTION 26, TOWNSHIP 1 ' NORTH, RANGE 6 WEST SAN'NO PUBLIC WORKS DEPARTMENT SEVAINE RD., 2.65 MI W ALONG MERIDIAN, SHOWN ASN 89'373636""WW OON ' HIGHLAND AVE., FROM SIERRA AVE. A MAP FILED IN BOOK 88 PAGES 26 " 'THROUGH 42, INCLUSIVE, OF SURVEY 08 �� •' ELEVATION:-- 1428.6090 RECORDS OF SAN BERNARDINO COUNTY. DRAWN BY: \ / SCALE: PREPARED 1N THE OFFICE OF QF`�EESS/�r� SAN ' S E V A I N E ROAD (D MADOLE AND ASSOCIATES, INC.�o �y\J0,,y `"/l DESIGNED: 1 =40 STORM DRAIN IMPROVEMENT PLANS OF THE INLAND EMPIRE v 10601 CHURCH STREET STE. 107- *NO. 1 8 4 m CHECKED: DATE: F- 10+00 TO 21 +00 9/28/99 RANCHO CUCAMONGA, CA 91730 E* 3 0� � 3/1 PHONE (909) 948-1311 l JOB N0. _ DWG. NO. SHEET NO. � C/VIL Q ENGR'S 2 CITY 9-L '9 ��4FGA1.1 126-96 APPROVED G%C/-Go4.� 2703 2 OF PPROVAL DA E APPROVAL DATE J.6/ MADOLE R.C.E.14814 DATE LL. CITY ENGINEER R.C.E. 25126 In L LO w z J OD Ill MJ 00 J N °'. oo Q + z Z r- w 8 e-5 II 6 -77 / SCALE+ 1' = 40' SCALE IN FEET REVISED CHANNEL CONNECTION REVISIONS \ \ N 'Is, 0 \ q�7 \ \ G,q cqS G'qs \ �� z �b \ ;l �\ ",S) om \N /I \ REC045-DF AW -1-P Cim_ \ \ \ qsF� \ \ ` \ \ GP�. s F✓kCt�i�� ORAWINQS HAVE [SEEN PREPARED, IN � (3KE PAS' �' OF INFniiMAl7t)N C()MPII ED AMU `u NO.6�13a, TURN to 8Y OrHEF18 Tt FE ENOtP.IEER WILL -ter fit �l- J "C' RE IBi.E FOR ANY ER40ps "s um.' ;s"s mvq \ \ \ p \ HAVE BEE RPOHM EC INTO THE OWUMFWS A8 , A RESULT p4 DF. PHASE I APPROVAL STA. 12 + 80 UPSTREAM cn CITY ENGINEER RCE 25126 ' 0 0 BENCH MARK:8=17 CALTRANS BASIS OF BEARINGS: Z CITY OF FO NTANA _CALI FO R NIA BRASS CAP IN CONCRETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP TOWER LEG, 343' N/0 HIGHLAND IS THE SOUTH LINE OF THE NORTHEAST AVE.,: 0.21 MI. W�0 SAN QUARTER OF SECTION 26, TOWNSHIP 1 ' NORTH, RANGE 6 WEST SAN'NO PUBLIC WORKS DEPARTMENT SEVAINE RD., 2.65 MI W ALONG MERIDIAN, SHOWN ASN 89'373636""WW OON ' HIGHLAND AVE., FROM SIERRA AVE. A MAP FILED IN BOOK 88 PAGES 26 " 'THROUGH 42, INCLUSIVE, OF SURVEY 08 �� •' ELEVATION:-- 1428.6090 RECORDS OF SAN BERNARDINO COUNTY. DRAWN BY: \ / SCALE: PREPARED 1N THE OFFICE OF QF`�EESS/�r� SAN ' S E V A I N E ROAD (D MADOLE AND ASSOCIATES, INC.�o �y\J0,,y `"/l DESIGNED: 1 =40 STORM DRAIN IMPROVEMENT PLANS OF THE INLAND EMPIRE v 10601 CHURCH STREET STE. 107- *NO. 1 8 4 m CHECKED: DATE: F- 10+00 TO 21 +00 9/28/99 RANCHO CUCAMONGA, CA 91730 E* 3 0� � 3/1 PHONE (909) 948-1311 l JOB N0. _ DWG. NO. SHEET NO. � C/VIL Q ENGR'S 2 CITY 9-L '9 ��4FGA1.1 126-96 APPROVED G%C/-Go4.� 2703 2 OF PPROVAL DA E APPROVAL DATE J.6/ MADOLE R.C.E.14814 DATE LL. CITY ENGINEER R.C.E. 25126