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HomeMy WebLinkAbout5109 Drainage Plan0 x 0 w m un o w w w w n- Q 0 w z 0 x Q 0 z Q 0 z w Q W 0 I X u� Efl > U� -I Q O W n- m Q z U w 0 w u� EA fl A X � u/ J = Q a II z w O _ c> U z U � z o � z ~ LunLL- J j H- 1 a •- c c/) U L N V) o 0 - un z 0 U z 0 x Q 0 z Q 0 z w Q W 0 NOTES: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° 20 FOR 1-10 CHANNEL INFORMATION AND DETAILS SEE SHEETS DD -1 THRU DD -20o 3o VERIFY CONDITION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. 4o VERIFY LOCATION AND ELEVATION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. 5o CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DRAINAGE FACILITIES TO CONVEY AND CONTROL WATER RUNOFF THROUGHOUT ALL STAGES DURING CONSTRUCTION° THE PROVISION ALSO INCLUDES REMOVAL OF WATER AS NECESSARY TO ACCOMPLISH CONSTRUCTION OF THE WORK. LEGEND ABBREVIATIONS 12 DRAINAGE SYSTEM No. CTSP O DRAINAGE UNIT CTRSP - - — GRADE TO DRAIN CTNSP - - BIOSWALE PER DETAIL Sht DD -20 BSW BIOSTRIP PER DETAIL Sht DD -20 MH mo-- HEADWALL RSP STORM DRAIN m DRAINAGE INLET CONCRETE APRON PER DETAIL Sht DD -21 CALTRANS STANDARD PLAN CALTRANS REVISED STANDARD PLAN CALTRANS NEW STANDARD PLAN BIOSWALE MANHOLE ROCK SLOPE PROTECTION Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 1 7 624 'S' - 09/08/11 ROFEsslo REGISTERED CIVIL ENGINEER DATE e tiq, 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHAL L NOT BE RESRONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 �o RICHARD S. BOTTCHER w No. 47080 Exp.12/31 /13 � � ST CIVIL P ATE OF CAL IFQ SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 9241 BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ia001odgF- THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 N 0 c� Q 00 � cv II II D � W W O 0 w w Q L:) > O w O VI a O O I u� Efl > U� -I Q W n- m Q z U w 0 u� EA fl L.L X � � U II n L.L II c> z w II 0 L ~ J j H- 1 a •- c c/) U L N V) o 0 - NOTES: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° 20 FOR 1-10 CHANNEL INFORMATION AND DETAILS SEE SHEETS DD -1 THRU DD -20o 3o VERIFY CONDITION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. 4o VERIFY LOCATION AND ELEVATION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. 5o CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DRAINAGE FACILITIES TO CONVEY AND CONTROL WATER RUNOFF THROUGHOUT ALL STAGES DURING CONSTRUCTION° THE PROVISION ALSO INCLUDES REMOVAL OF WATER AS NECESSARY TO ACCOMPLISH CONSTRUCTION OF THE WORK. LEGEND ABBREVIATIONS 12 DRAINAGE SYSTEM No. CTSP O DRAINAGE UNIT CTRSP - - — GRADE TO DRAIN CTNSP - - BIOSWALE PER DETAIL Sht DD -20 BSW BIOSTRIP PER DETAIL Sht DD -20 MH mo-- HEADWALL RSP STORM DRAIN m DRAINAGE INLET CONCRETE APRON PER DETAIL Sht DD -21 CALTRANS STANDARD PLAN CALTRANS REVISED STANDARD PLAN CALTRANS NEW STANDARD PLAN BIOSWALE MANHOLE ROCK SLOPE PROTECTION Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 1 7 624 'S' - 09/08/11 ROFEsslo REGISTERED CIVIL ENGINEER DATE e tiq, 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHAL L NOT BE RESRONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 �o RICHARD S. BOTTCHER w No. 47080 Exp.12/31 /13 � � ST CIVIL P ATE OF CAL IFQ SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 9241 BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ia001odgF- THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 N 0 c� Q 00 � cv II II D � W W O 0 w w Q L:) > O w O VI a O O 0 NOTES: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 2. FOR 1-10 CHANNEL INFORMATION AND DETAILS SEE SHEETS DD -1 THRU DD -20. 3. VERIFY CONDITION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. Dist COUNTY ROUTE POST MILES SHEETI TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 118 624 '; �7� �� � 09/08/11 R�FESS1 REGISTERED CIVIL ENGINEER DATE e Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR I TS OFFICERS 4. VERIFY LOCATION AND ELEVATION OF ALL EXISTING DRAINAGE OR ACENrS SRALL Nor BE RESPo/1/5I9LE FOR rticcNCY oMoscEoNFACILITIES THAT REMAIN IN USE. COPIES OF TRIS PLAN SHEET RICHARD S. BOTTCHER z No. 47080 Exp 12/31 /13 s� CIVIL 9TF OF CAL IFC) SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 D-2 N 0 N n- < 00 �N 00 W W 00 J � W W W D � z o 0 > O w � Q � I i J 0 5. CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DRAINAGE PARSONS FACILITIES TO CONVEY AND CONTROL WATER RUNOFF THROUGHOUT 3200 EAST GUASTI ROAD ALL STAGES DURING CONSTRUCTION. THE PROVISION ALSO INCLUDES SUITE 200 o LLJ REMOVAL OF WATER AS NECESSARY TO ACCOMPLISH CONSTRUCTION oNTARIo, CALIFORNIA 91761 OF THE WORK.LLI w o w; w w �— �: . Q- -- ---------- --- --- --- - - ..-- -.- ............. - ..-...-.. _._..-...-..-...--..- - ........._......_._.._...-..._..-...--.-...- Q - - - ......... .......-... - z , z --- RICHARD S. BOTTCHER z No. 47080 Exp 12/31 /13 s� CIVIL 9TF OF CAL IFC) SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 D-2 N 0 N n- < 00 �N 00 W W 00 J � W W W D � z o 0 > O w � Q � I i J 0 x x 0 w m un o > w w > w w n- Q 0 � U F - Of O w m U Cr � Q W = m U O Of rr i om w m QLL] o J z W � U � U U J u� w Q W = UD U z 0 x ~ a 0 z a 0 z w m F - Q 0- W 0 (I-- I LINE/Sta/OFFSET BEARING /RADIUS LENGTH PI 0 O "R1 " 680+00.599 74.15' Lt EC LINE/Sta/OFFSET 01 3000' wn- o > z 60.00' Q z R1 680+62.059 72014 Lt w u w A u� 6 377.72' EC 433+53.35 un � Q a � z w I I n L.L U II C> E U >- z o � z LL - o. o ~ 21 z ~ Q Q J> a •- (n U L N un U) cl CL z O U z 0 x ~ a 0 z a 0 z w m F - Q 0- W 0 NOTES: _. .............. 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° 2. FOR 1-10 CHANNEL INFORMATION AND DETAILS SEE SHEETS DD -1 THRU DD -20o .. 3. VERIFY CONDITION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. 4. VERIFY LOCATION AND ELEVATION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. 5. CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DRAINAGE FACILITIES TO CONVEY AND CONTROL WATER RUNOFF THROUGHOUT ALL STAGES DURING CONSTRUCTION° THE PROVISION ALSO INCLUDES REMOVAL OF WATER AS NECESSARY TO ACCOMPLISH CONSTRUCTION OF THE WORK. I-10 CHANNEL HORIZONTAL ALIGNMENT DATA I LINE/Sta/OFFSET BEARING /RADIUS LENGTH PI 429+15.63 "R1 " 680+00.599 74.15' Lt EC LINE/Sta/OFFSET 01 3000' wn- o m� � z 60.00' Q z R1 680+62.059 72014 Lt u w u� 6 377.72' EC 433+53.35 x � N790 21 '40'E 484.73' � 438+38008 U I I n L.L IN85012'1 9''Ej II C> E z W o. o ~ L L ~ Q J> a •- (n U L N U) cl CL NOTES: _. .............. 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° 2. FOR 1-10 CHANNEL INFORMATION AND DETAILS SEE SHEETS DD -1 THRU DD -20o .. 3. VERIFY CONDITION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. 4. VERIFY LOCATION AND ELEVATION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. 5. CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DRAINAGE FACILITIES TO CONVEY AND CONTROL WATER RUNOFF THROUGHOUT ALL STAGES DURING CONSTRUCTION° THE PROVISION ALSO INCLUDES REMOVAL OF WATER AS NECESSARY TO ACCOMPLISH CONSTRUCTION OF THE WORK. I-10 CHANNEL HORIZONTAL ALIGNMENT DATA ChnI Sta LINE/Sta/OFFSET BEARING /RADIUS LENGTH PI 429+15.63 "R1 " 680+00.599 74.15' Lt EC LINE/Sta/OFFSET 01 3000' 07012'50 1 8901 1 ' N 86 ° 34'30''E 60.00' BC 429+75063 R1 680+62.059 72014 Lt 3000' 377.72' EC 433+53.35 "R1 " 684+43.069 61 .49' Lt N790 21 '40'E 484.73' PI 438+38008 "R1 " 689+27.659 73.24' Lt IN85012'1 9''Ej 912. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 1 9 624 -';� �-S - 09/08/11 ROF E S S Io REGISTERED CIVIL ENGINEER DATE e tiq 09/08/11 PLANS APPROVAL DATE THE STA TF OF CAL If ORNIA OR I TS OFFICERS OR AGENTS SHALL NOT BE RESRONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD S. BOTTCHER No. 47080 Exp 12/31/13 j �ST CIVIL P � T o� C L SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 9241 n X CURVE DATA No. R 0 T L BC LINE/Sta/OFFSET EC LINE/Sta/OFFSET 01 3000' 07012'50 1 8901 1 ' 377072' "R1 " 680+620059 72.14' Lt "R1 " 684+430069 61 049' Lt BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 8z16800ic003.dgn THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE 0 2 3 IS IN INCHES I UNIT 2232 SCALE: 1 "=50' PROJECT NUMBER & PHASE 0800000744 D -J N 0 x NOTES: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 1203/1401 SEE SHEET D-5 C Sta 23+50 MATCH LINE ............. ........ REGISTERED CIVIL ENGINEER SHEET TOTAL No. SHEETS 120 624 09/08/11 Q�oFEssloti DATE q RICHARD S. BOTTCHER z No. 47080 Exp 12/31 /13 j �s CIVIL P ti �F OF CAL IFo CURVE DATA No. R 0 T L Q EC LINE/Sta/OFFSET > w 01 °26'52" 37.70' 75.40' "C" 21+87.599 19.88' Lt "C" 22+63.499 19.88' Lt 03 90' 360 58'54" 30.10/ 58.09' "C" 22+63.499 19.88' Lt "C" 23+17.669 1 .28' Lt ® 45' ka 19.65/ 37.06' "S" 25+29.809 14.62' L x � U C> E z W o. IIL 0 L ~ Q J > a •— cn L) L N U) cl CL CURVE DATA No. R 0 T L BC LINE/Sta/OFFSET EC LINE/Sta/OFFSET 02 2984' 01 °26'52" 37.70' 75.40' "C" 21+87.599 19.88' Lt "C" 22+63.499 19.88' Lt 03 90' 360 58'54" 30.10/ 58.09' "C" 22+63.499 19.88' Lt "C" 23+17.669 1 .28' Lt ® 45' 47010'50 19.65/ 37.06' "S" 25+29.809 14.62' L BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ia004odgn ... Lo A6 47 48 49 53 4 .. GE PLAN .-:......... D R A I N A o t "S" 25+63.249 27075' Lt - -.-- THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 SCALE: 1 50' PROJECT NUMBER & PHASE 0800000744 D-4 N 0 c� Q 00 N 00 w w 0 0 w w � w w Q� o� z o o O > O w Q IQ ) CD Jol 0 x rr Of w U w m O Of u� U� >J Q w n- m �--� Q z u w u� a-69 L.L X U I I n L.L E II C> z °' W n L o Llj a) Q J ] ~ a .- cn U L N U) cl CL .14 Abn Exist 24" RCPCC 24" Prp( n Dist COUNTY ROUTE POST MILES �SHEET�TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 21 624 �-S - 09/08/11 ROF E S S Io REGISTERED CIVIL ENGINEER DATE e tiq 09/08/11 PLANS APPROVAL DATE THE 51-47F OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESRONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD S. BOTTCHER z No. 47080 Exp 12/31 /13 j �ST CIVIL P ti �F OF CAL SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 CURVE DATA No. R O .. T L BC LINE/Sta/OFFSET EC LINE/Sta/OFFSET 5 :a 4.946 03° 02' 9'' - .1 31:.ti�}5' 262.04' "B" 696+01 .529 54.51 ' Rt "B" 698+66.459 54.50' Rt — — — I. 2o.FOR I 10 CHANNEL:.INF ��RMATION AND DETAILS SEE SHEETS DD 1 THRU DD 20. BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ia005odgn SEE sHttI U-4 D R A I N A US E �L A N THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 SCALE: 1 "=50' PROJECT NUMBER & PHASE 0800000744 5 N 0 x � U Of O W m U � Q W = m U O 1--1 Of fr SEE SHEET D-7 MATCH LINE "C" Sta 40+00 CURVE DATA 1-r- i 0 T L BC LINE/Sta/OFFSET 0 >JQ 90' 85°21'29" 82099' w � o m � z �7 500' 25000'00" 110085' W v w n "R4'' 700+190179 73.12' Rt Efl EA fA _ x S690 47'41 "E � Q a z w o _ U C> E U >- z o Z L Q o ~ z ~ Q J> a •- (n U L N U) cl CL z 0 U SEE SHEET D-7 MATCH LINE "C" Sta 40+00 CURVE DATA No. i 0 T L BC LINE/Sta/OFFSET EC LINE/Sta/OFFSET >JQ 90' 85°21'29" 82099' w � o m � z �7 500' 25000'00" 110085' 218017' v w 449+68.74 "R4'' 700+190179 73.12' Rt Efl EA fA _ x S690 47'41 "E � U C> E z W o. o ~ L ~ Q J> a •- (n U L N U) cl CL SEE SHEET D-7 MATCH LINE "C" Sta 40+00 CURVE DATA No. R 0 T L BC LINE/Sta/OFFSET EC LINE/Sta/OFFSET © 90' 85°21'29" 82099' 134008' "C" 34+120439 50019' Lt "C" 35+060599 26093' Rt �7 500' 25000'00" 110085' 218017' "R2" 698+970529 41 .43' Lt "R4" 700+190179 73.12' Rt I-10 CHANNEL HORIZONTAL ALIGNMENT Chn I Sta LINE/Sta/OFFSET BEARING /RADIUS LENGTH N85012119''E 912049' BC 447+50057 "R2'' 698+970529 41 043' Lt 500' 218.17' EC 449+68.74 "R4'' 700+190179 73.12' Rt S690 47'41 "E 161 .02' Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 22 624 �-S - 09/08/11 �oF Es s to REGISTERED CIVIL ENGINEER DATE Q tiq 09/08/11 PLANS APPROVAL DATE THF STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPL FTF/1/ESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 .DI ... NOTES: DI 2411 RC ..b a 1 o FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, tea" arp �, .. h DCAAn C �:;t.�4 OA'' (`AAD CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICEo x CURB OPENING e CATCH BASIN b 24" RCP PIPE TO RCB a CONNECTION BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ia006,dgn RELATIVE BORDER SCALE IS IN INCHES 0 2 UNIT 2232 lei RICHARD S. BOTTCHER No. 47080 Exp 12/31 /13 j JT CIVIL CIVIL P ti �F OF CAL SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 �FEiliNA-3E PLAN SCALE: 1 "=50' PROJECT NUMBER & PHASE 0800000744 LL 4- w LLJ ww 00 J W W d o � z O o O OI w �o � I i UQ i O O 0 x � U -F- Of O w m U Cr � Q W = m U O Of rr EPr (:I-- Q 0 O > J > w u -j w A Efl EA � un � Q a z w II n L.L U II C> E U >- z o � z LL- Q o ~ z ~ Q Q J> a •- cn U L N un U) cl CL z O U EPr ffl Q > J u -j w Efl EA � X � U II n L.L II C> E z W o. o ~ L L ~ Q J> a •- cn U L N U) cl CL Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 23 624 BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ia007edgn MATCH LINE "C" Sta 40+00 SEE SHEET D-6 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 D-7 N 0 c� a 00 � N n II II W W O 0 w w Q o � z O o CD L, OLL] EL C:) IQ ) CD OI 0 X 0 w m un o > w w > w w I- n- a 0 � U F - Of O w m v� U Cr � Q Ld m U O Of rr i om w m QLL] o J z W U u J w Q W = U D U z 0 X ~ Q 0 z a L.L 0 z L LI m F - Q cl- L LI 0 Er R X T L BC LINE/Stc/OFFSET O ® 500' 14052/16'' 65.25' w n- o m � z Er z 31 .78' L-1 u w n u� E L.L X � J = � z w o _ LL F— U II U >- E z � Z LL- Q W o. II z Q ~ Q J> a •- cn un N Z U) cl CL O u z 0 X ~ Q 0 z a L.L 0 z L LI m F - Q cl- L LI 0 NOTES: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° 0 L0 0 I�- Lr) I � C) 'i- LLJ Lf W Ld Ld Z W V J U a Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 24 624 �-S - 09/08/11 ROF - S S Io REGISTERED CIVIL ENGINEER DATE e tiq 09/08/11 PLANS APPROVAL DATE THE STA TF OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESRONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD S. BOTTCHER z No. 47080 Exp 12/31 /13 j �ST CIVIL P ti �F OF CAL IF��/ SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 Exist Conc TRAPEZOIDAL Chn 1 RCB, Q i R /W miTR.ANSITION._ Str Ere, ..... .... I ........ - -NEL miff -10 CHAN CURVE DATA No. R A T L BC LINE/Stc/OFFSET EC LINE/Stc/OFFSET ® 500' 14052/16'' 65.25' w n- o m � z Q z 31 .78' 63.47 u w u� E L.L X � � U I I n LL II C> E z W o. II 0 L L ~ Q J> a •- cn U L N U) cl CL NOTES: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° 0 L0 0 I�- Lr) I � C) 'i- LLJ Lf W Ld Ld Z W V J U a Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 24 624 �-S - 09/08/11 ROF - S S Io REGISTERED CIVIL ENGINEER DATE e tiq 09/08/11 PLANS APPROVAL DATE THE STA TF OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESRONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD S. BOTTCHER z No. 47080 Exp 12/31 /13 j �ST CIVIL P ti �F OF CAL IF��/ SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 Exist Conc TRAPEZOIDAL Chn 1 RCB, Q i R /W miTR.ANSITION._ Str Ere, ..... .... I ........ - -NEL miff -10 CHAN CURVE DATA No. R A T L BC LINE/Stc/OFFSET EC LINE/Stc/OFFSET ® 500' 14052/16'' 65.25' 129.77' "R4" 701 +68.689 31 059' RT "R4" 702+92.179 5.94' Rt 500' 07016/23'' 31 .78' 63.47 "R4" 705+71 0789 7.06' Lt "R4" 706+35.209 8.43' Lt BC 455+38076 "R4" 705+71 .78, 7006' Lt I-'-'--- --- > 500 63.47 - - 8 _- Q EC 456+02.23 "R4" 706+35.209 8.43' Lt N880 03'40''E 747.77' O PI 463+50.00 "R4" 713+800279 71 .90' Lt BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ia008.dgn THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 N 0 a 00 �N 00 Ww 0 0 Ld w o � z O o O c/I >O w EL O IQ ) O OI 0 x m 0 w w n- rr Of w U W m O Of om w �-o Qw J z U J Q W U r--) x Er O > Er L n u� a z 0 F— U z z Q un z O u I un n w n- m Q z u _j w u� a-69 L.L x � U I I n L.L E II z W II L 0 Lij N Q J ] ~ a .- cn U L N U) cl CL .. m 0 w u w U a w U 0 z a NOTES: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 20 FOR 1-10 CHANNEL INFORMATION AND DETAILS SEE SHEETS DD -1 THRU DD -20. 3o VERIFY CONDITION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 125 624 �-S - 09/08/11 F E S S Io REGISTERED CIVIL ENGINEER DATE 01- tiq 09/08/11 PLANS APPROVAL DATE RICHARD S. BOTTCHER z No. 47080 Exp 12/31 /13 - _. L I.. _... _ ...., _ _ - _. -.. _ OR AGEN S SHAL �L NO 5E RESPONSIBLE FOR sT C I V I L P _ _ g 30 4o VERIFYT LOCATION AND ELEVATION OF ALL EXISTING DRAINAGE q; " 25 6..-......__ 7 W L I N E 8 ss OF SCANN _0 FACILI IES THAT REMAIN IN USE rtiE �cc�RACY OR coMP�ErENE cOF cA�IFo� 0 SOF H S L AN H _...... I NGT 5 IVE.. • PARSONS CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DRAINAGE o w _.._ _ w FACILITIES TO CONVEY AND CONTROL WATER RUNOFF THROUGHOUT 320o EAST ouASTI ROAD 1 1 70 W 3RD STREET WASH ON �R _ _ _ -- ALL STAGES DURING CONSTRUCTION. THE PROVISION ALSO INCLUDES SUITE 2 0 ✓ ••, : l 1"1r \ I/ \/ A l /1 r 1AI A Tr f1 A/ A 1r /1r l^ l^ A P \/ T/� A n /�/� If 1 T l 1 1 /� /1 A 1l^ Tf11 1 /1 T T /1. 1 nNIT A[-) Tr) r n I T EnDNI T n Q 1 7(-1SAN UER VARDIN 9 A `� 1 ... � AG D G ON ° o ,� O Ln N Il* - — L rl� w .... ...... - .:.:..............................................:.................................................................................... Co�c--COLLAR.. E x i s t. D L....__ .- _ _ ....- .... _ . . ....................... �'; _ CONN T ION Ex 2 CM _ ......... _. 1.-..-..-- - - ------ n n e I A Ir n T T ww W Z J W w Z H W J BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ia009.dgn THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE Z U F -- Q 0800000744 D-9 N 0 a 00 � cv li �I 0 0 w w 0 0 w w o � z O o O c/I >O EL O � I IQ ) O OI 0 x m 0 w w n - z 0 X ~ Q 0 z Q 0 z w Q W 0 I u� U� ffl > -I Q W n- m Q z u w O u�69 L.L X � U I I n L.L II c> z W n L o J j ~ a •- c c/) U L N V) 0 0- did NOTES: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° 20 FOR 1-10 CHANNEL INFORMATION AND DETAILS SEE SHEETS DD -1 THRU DD -20o 3o VERIFY CONDITION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. Dist COUNTY ROUTE POST MILES �SHEET�TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 26 624 'S, 09/08/11 ROFEssIo REGISTERED CIVIL ENGINEER DATE e tiq, 09/08/11 PLANS APPROVAL DATE �o RICHARD S. BOTTCHER z w No. 47080 EXa 12/31/13 BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ia010odgn THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000744 N O c� Q 00 � cv II II D � W W O 0 w w Q L:) zO o O � I > O w � O � I J O