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HomeMy WebLinkAbout5109 Layoutx 0 w m n o > ww u� Er > w w El' Q 0 x rr 1. FOR w L SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° 2. FOR REMOVALS, SEE CONSTRUCTION DETAILS SHEETS C-1 TO C-1 00 3. FOR 0 W FOR U J FOR W z FOR J w SEE J >> FOR W W SEE CONSTRUCTION DETAILS SHEET C -53o 8. FOR U 9. FOR IRRIGATION CROSSOVER SEE CONSTRUCTION DETAILS SHEET C-5�. II THE ACCURACY OR COMPLETENESS NOTES: om w XQ �z U � Ln aw U o 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, L SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° 2. FOR REMOVALS, SEE CONSTRUCTION DETAILS SHEETS C-1 TO C-1 00 3. FOR FENCING, SEE CONSTRUCTION DETAILS SHEETS C-11 TO C -16o 4. FOR INTERSECTION JOINT LAYOUT, SEE CONSTRUCTION DETAILS SHEETS C-46 TO C -47o 5. FOR MODIFIED CURBS, SEE CONSTRUCTION DETAILS SHEET C -48o 6. FOR CURB, DIKE, AND CONCRETE BARRIER TRANSITIONS, o - SEE CONSTRUCTION DETAILS SHEETS C-48 TO C -52o 7. FOR CONCRETE BARRIER WITH AESTHETICS DESIGN, SEE CONSTRUCTION DETAILS SHEET C -53o 8. FOR ROCK BLANKET SEE LANDSCAPE PLANS. 9. FOR IRRIGATION CROSSOVER SEE CONSTRUCTION DETAILS SHEET C-5�. II THE ACCURACY OR COMPLETENESS a -I I NOTE TH I S SHEET I 1 o FOR AUXILIARY LANE WIDENING DETAILS9 SEE CONSTRUCTION DETA S SHEET C-17. 20 FOR CONCRETE BARRIER SCUPPER DETAILS; SES CONSTRUCTION DETAILS SHEET C -55o x om w XQ �z U � Ln aw U o r m o w U w = U - 0 L 10 6999065' 16°05'2311 989032' 1965063' SHEETS 08 SBd 10 o' 1 7 624 S-u-� A- Cx---t- w - o - REGISTERED CIVIL ENGINEER DATE W SOON ANN CHEAH Ln w 52143 m PLANS APPROVAL DATE No. or-� THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS E x p. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS a Q Q PARSONS z w 3200 EAST CUASTI ROAD 0 _ W SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 U � U � z o � z Q LL- Q O m m z O Lf) O U O Fy a x � � U II � LL Z w ~ o z J Q) Q 0 J > ~ U a c •— c c./7 U L N z V) 0 a_ O x F— BORDER ::x REVISED 7/2/2010 F— r)— C:) r I I I I I I I ABBREVIATIONS: C CUT F FILL C/F CUT / FILL LIMIT COF CITY OF FONTANA MVP MAINTENANCE VEHICLE PULLOUT TCE TEMPORARY CONSTRUCTION EASEMENT CHP CALIFORNIA HIGHWAY PATROL AFTS ALTERNATIVE FLARED TERMINAL SYSTEM CHDPE CORRUGATED HIGH DENSITY POLYETHYLENE CURVE DATA No. R 0 T L 10 6999065' 16°05'2311 989032' 1965063' SHEETS 08 SBd 10 12.3/14.1 1 7 624 S-u-� A- Cx---t- Z R�FESS�� REGISTERED CIVIL ENGINEER DATE W SOON ANN CHEAH 09-08-11 w 52143 m PLANS APPROVAL DATE No. or-� THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS E x p. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TB/S RL AN SHEET Q PARSONS SANBAG 3200 EAST CUASTI ROAD 1170 W 3RD STREET SUITE 200 W SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 c � � o 0 x X Q O m m O Lf) O U O Fy x � � U II � LL Z w ~ o J Q) Q J > ~ a c •— c c./7 U L N V) 0 a_ BORDER LAST REVISED 7/2/2010 I I I I I I I ABBREVIATIONS: C CUT F FILL C/F CUT / FILL LIMIT COF CITY OF FONTANA MVP MAINTENANCE VEHICLE PULLOUT TCE TEMPORARY CONSTRUCTION EASEMENT CHP CALIFORNIA HIGHWAY PATROL AFTS ALTERNATIVE FLARED TERMINAL SYSTEM CHDPE CORRUGATED HIGH DENSITY POLYETHYLENE CURVE DATA No. R 0 T L 10 6999065' 16°05'2311 989032' 1965063' I X LL — ! --- I I I - -7-7 I + "L-1-0 6 5 3+-9 5--e 0-0- - R /W ASPH -- --- -7Be 0:tTA�R --- B (TYPE 60) RIRD E cPvmt-----------------T Auf�°JOIN Eyci�tPvmt �B C F___ F C C- Q0 n E -C- ''I-10`654+126 BY OTHERS CONC A CONC — — ASPH LEGEND: X STRUCTURAL SECTION TYPE (@ CURVE NUMBER ----- JOIN LINE CONCRETE BARRIER A RETAINING WALL BARRIER ON WALL SOUNDWALL SOUNDWALL ON BARRIER GRIND EXISTING CONCRETE PAVEMENT ox i X XX -I- X —�— X X X J X F 11R C1 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 7 624 S-u-� A- Cx---t- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE SOON ANN CHEAH 09-08-11 w 52143 m PLANS APPROVAL DATE No. or-� THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS E x p. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TB/S RL AN SHEET PARSONS SANBAG 3200 EAST CUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 ASPH r X -- — — — --— _ I ASPH X 89' Lt "I-10" 659+95000 -I-/O Clg4N,6-Z END 50:1 TAPER - - - _ C ' F-- F C - - 112 0 0 _ LC) SBD - 10 coNc SAWCUT & JOIN � N WB—Rte 1 0 Ex'r�t Pvmt Q J — _ 2 3 4 (D� 660 ''T"Ll 0" LINE a w 9 7 N 88003'40" E 8 29358094' EB Rte 10 - CONC SBD - 10 — — — — — — — — — — — — — — — — — — — — — — — ASPH Ln R /W USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 DGN FILE => 846800ea001 odgn IS IN INCHES +w Ln = --wLn Li _j J w U) --—————--—— — — — — — — v — Q LAYOUT SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 >0 w �0 L-1 a0 0 x 0 0 � w m cn o > w w u > w w � o Q 0 rr Li n c/) 0 w U J Li z J w J > w w U � ►0 w m �-o aw �z w U , U w� w aw = U o U x C-- 0 m w o - Ln w a z 0 U z w z Q w z 0 U a w U 0 z a NOTE: 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE THIS SHEET: 1. FOR AUXILIARY WIDENING AND I-10 AND R1 GORE DETAILS, SEE CONSTRUCTION DETAILS SHEETS C-18 TO C -20o 20 FOR CONCRETE BARRIER SCUPPER DETAILS, SEE CONSTRUCTION DETAILS SHEET C -55o �I ASPH 00 00 ---� C s w —--CB—TYPESO) ASPH 1 2' 1 ' CONC SBD - 10 A 665 jt5L ASPH I I I I I I I I 03D �- I-10 C11,4N/ -Z I 1 X I I ASPH I ____----------� IX — ----------------------CONC—————————— -------------------- R/W C,F--- LLr —SAWCUT & JOIN -- EXJ St PVm+ 8 N 88003'40" E 9 29358094' 670 X Dist Z ROUTE POST MILES SHEET O Ln x TOTAL PROJECT No. SHEETS 08 Q 10 12.3/14.1 1 8 F- S—u-� A- C4` --t- 09-08-11 = R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� 0 �a — � SOON r ANN CHEAH 09-08-11 w 52143 m cn cy- No. THE STATE OF CALIFORNIA OR ITS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE z THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL COPIES OF TB/S RL AN SHEET Q PARSONS SANBAG 3200 EAST CUASTI ROAD 1170 W 3RD STREET SUITE 200 F— SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 O F— z w F— Q W � c � o 0 x X Q O m m Q - O O Lf) O U Fy x � � U II � LL w o ~ J Q) ~ Q J > ~ �L (/7 U Q) V) 0 a_ —--CB—TYPESO) ASPH 1 2' 1 ' CONC SBD - 10 A 665 jt5L ASPH I I I I I I I I 03D �- I-10 C11,4N/ -Z I 1 X I I ASPH I ____----------� IX — ----------------------CONC—————————— -------------------- R/W C,F--- LLr —SAWCUT & JOIN -- EXJ St PVm+ 8 N 88003'40" E 9 29358094' 670 X Dist COUNTY ROUTE POST MILES SHEET TOTAL Ln TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 8 624 S—u-� A- C4` --t- 09-08-11 = R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� — �a — � SOON ANN CHEAH 09-08-11 w 52143 m PLANS APPROVAL DATE cy- No. THE STATE OF CALIFORNIA OR ITS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL COPIES OF TB/S RL AN SHEET PARSONS SANBAG 3200 EAST CUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 X X- i 22' Lt "R1 " +95000 END 50:1 TAPER "R1 " 675+95000--P'0-T _ 79' Lt "I-10" 675+95000 N 86054"55'' E X— --- — — — -------'N-- - - - — 79' L� "I-1 0`—+95 Beg -5-0a 1 TAFER ASPH COC 171'0"- LINE CONC x(01 TAPER —WB Rte 10 EB Rte 10 m 4 F 10 — — "R1" LINE 12 675 ---------------------------- ASPH-----_---_---------- ASPH — — — — — — — - - - — — — — — — — — — — — — — — — — — — — — — — — — — v — X BY OTHERS EA 497501, Ln R /W r' 0 o DIRT BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ec002.dgn IS IN INCHES 0 2 3 UNIT 2232 DIRT 12' O 1 o O Ln 1 0 _ CONCi� + rn rl– I Imo- J Qo 6 - - AT PH o w w ASPH = cn — w — zw �w J cn CONC v SBD - 10 -———— — — — — —— — ASPH — — — — — — — — — — — — — — Q — LAYOUT SCALE: 1 "=50' PROJECT NUMBER & PHASE 0800000744 >O L" O L-2 a0 O NOTE: 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° X NOTE THIS SHEET: 1. FOR AUXILIARY WIDENING AND GORE DETAILS, SEE CONSTRUCTION DETAILS SHEET C-20 TO C-23. 2. FOR I-10 MEDIAN DETAILS, SEE CONSTRUCTION DETAILS SHEET C-30. CURVE DATA Cr R0 X T L 2� 6999.71 04050/ II 47 296.22 CL V) 5083.77' 09041 '3211 w 859.98' o 7999.59' 05°39'56'' U J © w z 482.61 ' J w 3000.00' J > 322.86' w w 03°05'3511 z F- 12 U N 217.69/ 435.35' ^ Z CURVE DATA No. R0 T L 2� 6999.71 04050/ II 47 296.22 592.08 �3 5083.77' 09041 '3211 431 .02' 859.98' �5 7999.59' 05°39'56'' 395.83' 791 .02' © 4999.74' 1 1001 '3711 482.61 ' 962.23' ® 3000.00' 06009/58 11 161 .58' 322.86' 11 8011.59' 03°05'3511 216.30' 432.50' 12 12754.65/ 01 0 57'20'' 217.69/ 435.35' Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 19 624 �� �- CCS 09-08-11 pFESS REGISTERED CIVIL ENGINEER DATE �O QRIpN4` SOON F ANN CHEAH 09-08-11 z m PLANS APPROVAL DATE No. 521 43 CB ( TYPE 736B)EXP• THE STATE OF CAL IFORNIA OR 1 TS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST CIVIL tiP THE ACCURACY OR COMRL ETENESS OF SCANNED qTF OF CAL IV COPIES OF THIS RL AN SHEET, CB (TYPE 60D) RW 688 PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SEE RW PLANS SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 24' Lt ''R1 '' +65 END 50:1 TAPER 4' Rt 4' Rt "R 1 " +50" " 34 Lt R1 691+50 'R1'' 682+72.14 Beg CB (TYPE 736B) END CB (TYPE 60C) II I I , END CURB Beg Trans RAILING (TYPE WB) J(TYPE D-4) 10.73' Rt END CAP ( TYPE TC) E I ev (1 01 8.76') ''R1 '' 688+50.00 VEGETATION CONTROL (MINOR Conc) Dw PER COF Std PLAN 1001 II II 34/ Lt Be CB (TYPE 60D) � I XII E l ev (1 01 8.42') "A" 682+72.37 g - E I ev (1 01 .04') I I I END CURB Beg RW 688 � � � o � E I ev (1 01 8.05) SEE RW PLANS J 1 2' Lt "R1" +65 I (TYPE D-4) _X� w o Beg 50:1 TAPER J_-- I ____-- z TCE/ PERMANENT R/W _ _ uJ R1 112+1 8.1 9 EC I E I ev (1 01 8.08) MAINTENANCE EASEMENT 38.40 Lt Lo_ 36.40' Lt ''R1 +35 F� � � _ _ C-)0 FOR ROCK BLANKET SEE LA_ -DSC -APE_ NS Vel CB (TYPE 60C) 29.31' Lt R1 +35 - -' i D 4' ���� o0°�2' P° 0 R 1 +30 Rt Beg _ B (TYPE D-4 ell- ` X 34 t ' 7A + 'p o _ _ - - - - -CFI P N 1 p ------ -- Be CURBTYP - I -------- _ 4 690 Qm r _ 52 ° 87 Rt IIA11 681 +66 1 O_ - - - - - - 'E i 9 D w m - Beg CB TYPE 60C - - - - S Q o I Beg GR MOc Ex i st Conic Pyfnt - _ __ _ - - CHANN�� _ - - 8 A JOIN- ExiLs 1 2' Lt 9 �� �u _ �l J 23' Lt "R1 " +99°40 I - - - aw = -- -- N -D -C- fT-YP-60)--L_---- 0_ - - -- 6 -„-R �� LINE _ �g TAP - 1 "o ” Beg CB ( TYPE 60C) 6g5 X � - -X--- - � --- _-- --- 1253- OPOT - 4 o ° �' E - - _ - 8 �R211 687+40 �87+40.00 10 - � ASP �� ' R1 678+95.33 BC N1 0 12� �t A CUT -JOIN 3 w _ _ 1 -E 2 _ Exist _------------ N°12'S E (-n400.00 1, ^ 1 = H i p i ii - Q = 0 12 N 4 55 E -- - ASPH � " 686+6 °48 E „ A 11 690+64 °q8 H- - " e 33 _ Rte —10 _ — _ CONS _ BC 1 C-) � o g� - 10 - C B (TY1�E 60C) — -H-/- 04' 690 o + 1 S400. z N _ — a J SAWCUT & JOIN -A 680+740 BC 1 2 2°234411 E -- 6 z Exist Pvmt = �N 8 --f— Q o Io ° SNE _ _ _ _ASPS ''R3'' 689+64.28 EC w+ 8 LINE 68 CB (TYPE 736B) 9 ASPH 680 ul) � I B Rte 1 0 (0- B _ `�' I-10 — - - — _ IIB Ln o z N 88° 03'40" E 29358.94 AW 11 = 1— 4 — _ 1 o 0+1911 -69� Ld J w SAWCUT & JOLN- 12/ R -t "B" 686-+96.4 0 7 3 10 I o z o Cn Exist Pvmt CONC _ 1 SBD - 6 7 - —M� J + w ° Ld C:) � --� 680 3 6 "R3" LINE _ U 6� _ X Q - ----- -Q0 Cn �2- - cel 4 U 12 - - oo a ____ _ _-- 11 _ _ _ - - _-- --- --- +�- w rlr- ----- - — — — — — — — — — - — — — — — cn cn z ------------- "R3" 685+28.94 PCC uP R 36' 4 'Rt W 4' 4 12*' Rt 1 11 _ E +00 R/W 8' 111331l 12' Rt IIB11 + "C OD) RW 680 QB— ''B'' 678+10.41 R z55/ Rt "I-10 BY OTHERS Q EA 497501 0 w PROJECT ID 0800�072 — — c o 35' Rt "B" +72.75 CO Beg CB ( TYPE 60C) " " ¢ 121 Rt "B" +54.90 o m m � SAWCUT & JOIN Exist Pvmt C:> Beg GRIND Exist Conc Pvmt BORDER EAST REVISED 7/2/2010 D- Exist Pvmt RW 690W SEE RW PLANS +END GRIND Exist RW PLANS _ ' Rt - 4' Lt "R3" 683+67.33 Cor mmt Pv- 11 _3 � +20 33' Rt Beg CURB_ -TYPE D -4L ° 2, 11 3 - - - L�50 °CB (TYPE 60D) o DIRT _-EDR-RO-CK--B�-ANKE�— � ' END CURB (TYPE D-4) SEE LANDSCAPE PLANS RW 690W N M 40.69' Rt "R3" +50 END CB (TYPE 60C) Beg RW 680 SEE RW PLANS SEE C-51 FOR CONNECTION DETAILS USERNAME=>p0026551 DGN FILE => 846800ea003.dgn RELATIVE BORDER SCALE IS IN INCHES 4 LT R3 684+97.45 F END CURB (TYPE D-4) 4' Lt "R3" +00 SEE RW PLANS N M � END Trans RAILING (TYPE WB) Beg CB (TYPE 736B) END CAP (TYPE TC) w� �w 4' Lt ''R3'' +75 000- 0 LAYOUT AFTS uj uj Beg Trans RAILING (TYPE WB) o VEGETATION CONTROL (MINOR Conc) Z O o O SCALE: 1 ''=50' N 0 1 2 3 I i I i I i I UNIT 2232 PROJECT NUMBER & PHASE 4800000744 wo � O L_3 J O X a � U II II E C:) N ^ Z w II L Q J ,C ~ �L V) U N N D d BORDER EAST REVISED 7/2/2010 D- Exist Pvmt RW 690W SEE RW PLANS +END GRIND Exist RW PLANS _ ' Rt - 4' Lt "R3" 683+67.33 Cor mmt Pv- 11 _3 � +20 33' Rt Beg CURB_ -TYPE D -4L ° 2, 11 3 - - - L�50 °CB (TYPE 60D) o DIRT _-EDR-RO-CK--B�-ANKE�— � ' END CURB (TYPE D-4) SEE LANDSCAPE PLANS RW 690W N M 40.69' Rt "R3" +50 END CB (TYPE 60C) Beg RW 680 SEE RW PLANS SEE C-51 FOR CONNECTION DETAILS USERNAME=>p0026551 DGN FILE => 846800ea003.dgn RELATIVE BORDER SCALE IS IN INCHES 4 LT R3 684+97.45 F END CURB (TYPE D-4) 4' Lt "R3" +00 SEE RW PLANS N M � END Trans RAILING (TYPE WB) Beg CB (TYPE 736B) END CAP (TYPE TC) w� �w 4' Lt ''R3'' +75 000- 0 LAYOUT AFTS uj uj Beg Trans RAILING (TYPE WB) o VEGETATION CONTROL (MINOR Conc) Z O o O SCALE: 1 ''=50' N 0 1 2 3 I i I i I i I UNIT 2232 PROJECT NUMBER & PHASE 4800000744 wo � O L_3 J O NOTE: 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° X I I I NOTES THIS SHEET: X om r ROUTE w m TOTAL w X F_ 0- N No. 0 Lu SBd 10 J 20 U U w z 09-08-11 J W J > SOON F WW U Q _ F- PLANS APPROVAL DATE No. U (f) z o THE ACCURACY OR COMRL ETENESS OF SCANNED OF CAL IV z X c__ O om r ROUTE w m TOTAL w X F_ a� o No. J z W SBd 10 12.3/14.1 20 (, U J U) w 09-08-11 aw = Ur-) U X c__ O 1. FOR CHERRY Ave AND SLOVER Ave INTERSECTION AND CURB DETAILS, SEE CONSTRUCTION DETAILS SHEET C-33 TO C-36° 2. FOR SITE DETAILS, SEE CONSTRUCTION DETAILS SHEET C-43 AND C-44. SEE SHEET 23+50.00 MATCH LINE Sta 0 - -----------7 _X T E I 8' 1 II V 5 I CURB (TYPE Al -8 'plod) 5 I II I I 'C'' 21+87.59 BC 1 18 64' Rt ''C'' 22+43 1 I I Beg CURB x 07Y)_E__A2= _ _ ) CURB I 6 = °, I I� ' Rt ''C'' 21 +96'I 6 (TYPE A2-8 Mod) 1 52 I �� Beg RW 22 I Q 2' I I I SEE RW PLANS III ASPH 0 Rt I I I +96 21 1 X X --- I I �_CONC-- X—� -�� - i I 1 1 1_ \ I I Ioo 0 75°00' Lt ��C��, 1 37°46 II �I I +9 e I 1 1 I F Dist COUNTY ROUTE POST MILES SHEET TOTAL w X F_ 186.05 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 20 624 aa 09-08-11 z = O z SOON F U Q 09-08-11 w521 43 m X PLANS APPROVAL DATE No. U THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS ix Exp. CIVIL z o THE ACCURACY OR COMRL ETENESS OF SCANNED OF CAL IV z PARSONS LL_ a 3200 EAST GUASTI ROAD 1170 W 3RD STREET X z SAN BERNARDINO, CA 92410 Q Z w z X O a 1. FOR CHERRY Ave AND SLOVER Ave INTERSECTION AND CURB DETAILS, SEE CONSTRUCTION DETAILS SHEET C-33 TO C-36° 2. FOR SITE DETAILS, SEE CONSTRUCTION DETAILS SHEET C-43 AND C-44. SEE SHEET 23+50.00 MATCH LINE Sta 0 - -----------7 _X T E I 8' 1 II V 5 I CURB (TYPE Al -8 'plod) 5 I II I I 'C'' 21+87.59 BC 1 18 64' Rt ''C'' 22+43 1 I I Beg CURB x 07Y)_E__A2= _ _ ) CURB I 6 = °, I I� ' Rt ''C'' 21 +96'I 6 (TYPE A2-8 Mod) 1 52 I �� Beg RW 22 I Q 2' I I I SEE RW PLANS III ASPH 0 Rt I I I +96 21 1 X X --- I I �_CONC-- X—� -�� - i I 1 1 1_ \ I I Ioo 0 75°00' Lt ��C��, 1 37°46 II �I I +9 e I 1 1 I F U 01 RW 21 I e I I z1 1 1 48°1 8' Lt ''S'' 23+M ' I I L I SEE W PLANS I II II 10 O O I 1 I of END CURB ( TYPE Al2- 8 Mod) - - - 40 t S 14+ �� II �I R/W I I END Conc SW I I xI Beg CURB (T E A2-8 M d) "S" 00.00 PI I 'I I - J i I CONC I X 1 Beg Conc r FI II ,�I I FOR SITE DETI ILS, XI e �1-� I l S T C & COC I +06.64 I / �I� EEA SHEET I 3 C 44 "S" 25+33 "S" 1 4+ - I 47� 50' Lt / ��� i I SAWCUT & - _ - SAWCUT & 1 X S +70 R/W T T \ TS I--- -- ^- 1 �x JOIN Exist Pvmt r IX JOJ,4 Exist PvLr�t 1 ___-- ----00 --------- - --I I x x- —x -x� 1'�' — — — — ��; /� O --- �- — �_� _ ____ T _ L _ — - — — ' — = —_ _-- — _ -- — _-- -- 0=== O k - - - - - - - ° 6.50 R— u� ` L—_ —�-- - — -, — — — — L _ — _ I1_i' _ _ z SASPH _---- -- -- e ms - ---�- --- TS 6.50 Rt C)VC IA P 5 'E4�S4�$ 8Q S +70 rn - - = M - TS- —� ire - - - - - - ..5.. 24+� — o L— II — — — — 32T o ER A V�Er, - — — N-- �c25-!2-511 -1 3-2-0, = INE 2 0 �, -- - - ------ -:-- - ' -------- -= --- ------------------------- - - - - - ASPHI - Ovc- - - - - - - 10.48' Lt - 1 3-�0' Lt -SLGVER- Ave — 1 3.5-' Lt i�VC— 1 0.50 R -So - 5 --- - __— _ —- —® - S +80 S +70 ---- S +06.61 S +00.0 - - - - - - - - - -- T 55 / /�' X- J 1 0.5 ' Rt _ S + O R /W X X i X X 43.50' Rt "S" 1 3-+39.90 Beg Conc SW Dist COUNTY ROUTE POST MILES SHEET TOTAL O X F_ 186.05 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 20 624 09-08-11 cn REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` z SOON F ANN CHEAH `z Q 09-08-11 w521 43 m X PLANS APPROVAL DATE No. THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST �P qTF F_ THE ACCURACY OR COMRL ETENESS OF SCANNED OF CAL IV COPIES OF THIS RL AN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET X SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 U 01 RW 21 I e I I z1 1 1 48°1 8' Lt ''S'' 23+M ' I I L I SEE W PLANS I II II 10 O O I 1 I of END CURB ( TYPE Al2- 8 Mod) - - - 40 t S 14+ �� II �I R/W I I END Conc SW I I xI Beg CURB (T E A2-8 M d) "S" 00.00 PI I 'I I - J i I CONC I X 1 Beg Conc r FI II ,�I I FOR SITE DETI ILS, XI e �1-� I l S T C & COC I +06.64 I / �I� EEA SHEET I 3 C 44 "S" 25+33 "S" 1 4+ - I 47� 50' Lt / ��� i I SAWCUT & - _ - SAWCUT & 1 X S +70 R/W T T \ TS I--- -- ^- 1 �x JOIN Exist Pvmt r IX JOJ,4 Exist PvLr�t 1 ___-- ----00 --------- - --I I x x- —x -x� 1'�' — — — — ��; /� O --- �- — �_� _ ____ T _ L _ — - — — ' — = —_ _-- — _ -- — _-- -- 0=== O k - - - - - - - ° 6.50 R— u� ` L—_ —�-- - — -, — — — — L _ — _ I1_i' _ _ z SASPH _---- -- -- e ms - ---�- --- TS 6.50 Rt C)VC IA P 5 'E4�S4�$ 8Q S +70 rn - - = M - TS- —� ire - - - - - - ..5.. 24+� — o L— II — — — — 32T o ER A V�Er, - — — N-- �c25-!2-511 -1 3-2-0, = INE 2 0 �, -- - - ------ -:-- - ' -------- -= --- ------------------------- - - - - - ASPHI - Ovc- - - - - - - 10.48' Lt - 1 3-�0' Lt -SLGVER- Ave — 1 3.5-' Lt i�VC— 1 0.50 R -So - 5 --- - __— _ —- —® - S +80 S +70 ---- S +06.61 S +00.0 - - - - - - - - - -- T 55 / /�' X- J 1 0.5 ' Rt _ S + O R /W X X i X X 43.50' Rt "S" 1 3-+39.90 Beg Conc SW a X X X X� R/W 94.57 SAWCUT & CURB JOIN Exist Pvmt (TYPE Al -8 Mod) CURVE DATA z O R F T L 18 O X F_ 186.05 U J F_ o X cn z Q x F_ o X F_ Z w X a w � o �_j CO I nF-- X X Q O m m rr, Ln U u �--� X Q � U I I n E II LL O ^ Z N II LL L J 1 F- Q ~ - U �L 4) V) N D d BORDER EAST REVISED 7/2/2010 a X X X X� R/W 94.57 SAWCUT & CURB JOIN Exist Pvmt (TYPE Al -8 Mod) CURVE DATA No. R 0 T L 18 3004.00/ 03032'55 11 93.06 186.05 USERNAME=>p0026551 DGN FILE => 846800ea004.dgn 40.50/ Rt "S" +94.57 Beg CURB (TYPE A2-8 Mod) ''C'' 20+00°02 PI = ''S'' 20+04°00 58' Lt "C" 19+00.00 END CURB TYPE A2-8 Mod END Conc SW 'C'' 18+50.00 SAWCUT & JOIN Exist Pvmt �\ l S 24+00 ASPH 58' 50'1 , _ ASPH 40. 50 Rt "S" 24+00 21 +1 1 / 0 I END CURB (TYPE A2-8 Mod) SAWCUT & X X o o I -_ END C nc S X� I �� � CONCl >{--------®------- L � f I I CURB (TYPE Al -8 Mod) I I I CONC CONC I %< � I I 1 S I I — I -� Lu I�I ® 50' R ..C.. 1 +00 00_ ® Berg -CURB (TYP-� - Mod) z U I I ® BI[g Conc SW ASPH - IX ASPH X u I rn JL----- X 0 ly L I T I I I 1 I �� II 1 1 IIx 1I I_j 11 = w II l II X c N III o J I o II - x X O I� III � z III II Q0 II Ld II o' II II II III I I I I RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 i I i I i I X X X -I X UNIT 2232 r — — CONC CONC ----------�I II I II II II II I� ASPH LAYOUT SCALE: 1 "=50' PROJECT NUMBER & PHASE X X 0800000744 N Q N FLO N M 0-� � p W W 00 J J m 0 - UJ Lij - ww �=> Q C) F09. N >O w O L-4 a0 _j O x 0 w m cn o> W w U� Er > w w Q 0 x >m w �Q �z U � ___1 Lf) aw U o r m o w U w = U 0 r'r 0 ® w x a n V) o' SBd w w 0 624 S-U-� A- Cx---t- U J 0 w z REGISTERED CIVIL ENGINEER DATE e tiq� J w J cn a w w z w THE STATE OF CALIFORNIA OR //_5 OFF/CEPS �x Exp. CIVIL 0 U cf) ►0 x >m w �Q �z U � ___1 Lf) aw U o r m o w U w = U 0 SHEET 0 ® 4999074 x a No. SHEETS o' SBd 10 w 21 624 S-U-� A- Cx---t- 93.06' 186.05/ 0 7998.00' R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� r �a SO N cn a a w 52143 m z w THE STATE OF CALIFORNIA OR //_5 OFF/CEPS �x Exp. CIVIL 0 = THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� U PARSONS SANBAG U 1170 W 3RD STREET z r) SAN BERNARDINO, CA 92410 � z 0 LL_ a z z Q w z 0 U 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° ''R3'' 694+52.99 POT = "R5" 694+51.93 POT= "C" 30+44042 34049' Lt "R3" +80.48 END RW 690W SEE RW PLANS 4000' Lt "R3" +50000 END CB (TYPE 7368) CB (TYPE 60D) Beg Br BARRIER FOR RW 690W (TYPE 26A) SEE SHEET L-6 SEE RW PLANS SEE Str PLANS MATCH LINE Sta 31+50-00 - --- - 6 5 SEF, n 3 "R3" +36 r(') 0"R3" LINE 3 I w o 2 Jzo = JLn N 8 5 0 4� LU + Ld V = U cn w LU > XA Ln — 44' Rt 5 56' R TCE 62' J J G 69 U 1 K 44' Rt "R3" +00 70' rn 6 0 + 4.41 D I R - END --R W r -�---- -- -XSEE RW PLANS 79000' Lt "C" 28+57038 END RW 21 SEE RW PLANS ASPk N I > 00 Q CHERRY Ave. OC Br No. 54-1292 SEE Str PLANS CB (TYPE 60D) SEE Str PLANS FOR Br Abut 34062' Lt "R5" +17089 Beg RW 690E SEE RW PLANS 4' Lt "R5" 695+31 049 END Br BARRIER (TYPE 736A) SEE Str PLANS Beg CB (TYPE 7368) 6 6 7 EB Rte 10 ASPH "R5" +73046 M NOTES THIS SHEET: 1 o FOR CHERRY Ave CURB DETAILS, SEE CONSTRUCTION DETAILS SHEET C -36o 2. FOR R1 , R5 AND CHERRY Ave INTERSECTION DETAILS, SEE CONSTRUCTION DETAILS SHEET C -37o 3. FOR IRRIGATION CROSSOVER SEE CONSTRUCTION DETAILS SHEET C -54o CB ( TYPE 736B) CB (TYPE 60D) FOR RW 690E SEE RW PLANS "B�'�LINE � 6 7 A 8 A A =9= --- 12 NH 89°43'49 4-e-85' "R5"t 12' -_ 32' Rt "R5" +85 44' Rt "R5" +65 4 7 — —-------- --- - UP RR -Ill- 696- O —END CB (TYPE 7368) --SEE—RW PLANS --- 0 O meg CURB (TYPE B1-4) X3059' -Rt -"R5" +39073 "B" 699+63071 EC 700 S86°34'39"E-1400001 _ AS "R5" 700+96078 BC 15 ;:� N 000 wog z o --- JLn — — — — — — — — — — + w w CURB (TYPE B1-4) U o cn < 0 w +- w 0 cn 0 �. Beg CB TYPE 7368 — — DIRT ul�i—— 70' Lt "C" 28+44025 I v I _ 69020' Lt "C" +33035 I END I URB ( TYPE A2-8 Mod) 1 2' Rt I 66' Lt "C" 27+87.34 I 14 12, ..C.. 27+0' i C�� 2_1X +o+ "C" 27+00 TCE I 5 z D 5 F__1 �I ISI I -' RW 21 I U SEE RW PLANS 52' I 52 I I 14' Lt "C" +93.64 I END BAY TAPER I I � I I I "C" 23+73064 EC I I i 6 Ig' 1 I 6 8 MATCHLI NE Sta 23+50000 SEE SHEET L-4 USERNAME=>p0026551 DGN FILE => 846800ea005.dgn EXISTING HIGHWAY INDENTURE OTAN 70080' Rt "R5" 695+2788tj Beg RW 696 SEE RW PLANS ° -CHERRY Avel 00 Br No. 54 -0065 SEE Str PLANS 67005' Rt "C'I' 28+30051 END RW 22 SEE RW PLANIS CONC RW 22 SEE RW PLANS I"C" +uu o 00 8" CHQPE PIPE Cl CU�6 (TYPE A+17�a_M 1) TCE / -o o � I 10' Rt "Cf' t73.64 Beg BW TAPER 1 7 , w --_ =--- BOYLE AVE ASPH RELATIVE BORDER SCALE IS IN INCHES I �� 0 1 2 3 I i I i I i I X BOYLE AVE- x x x x of n i UNIT 2232 Dist z ROUTE POST MILES SHEET 0 ® 4999074 x a No. SHEETS 08 SBd 10 12.3/14.1 21 624 S-U-� A- Cx---t- 93.06' 186.05/ 0 7998.00' R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� r �a SO N cn ANN CHEAH 09-08-11 w 52143 m z No. THE STATE OF CALIFORNIA OR //_5 OFF/CEPS �x Exp. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE a THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF /-///S RL AN SHEET PARSONS SANBAG 3200 EAST CUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 0 z w a w � o � o 0 x X Q 0 m m rr- 0 LSU o x � � U ASPH E " o z °' w ~ o J � J > a ~ c a •- c U L N c./7 V) 0 a_ BORDER EAST REVISED 7/2/2010 F__1 �I ISI I -' RW 21 I U SEE RW PLANS 52' I 52 I I 14' Lt "C" +93.64 I END BAY TAPER I I � I I I "C" 23+73064 EC I I i 6 Ig' 1 I 6 8 MATCHLI NE Sta 23+50000 SEE SHEET L-4 USERNAME=>p0026551 DGN FILE => 846800ea005.dgn EXISTING HIGHWAY INDENTURE OTAN 70080' Rt "R5" 695+2788tj Beg RW 696 SEE RW PLANS ° -CHERRY Avel 00 Br No. 54 -0065 SEE Str PLANS 67005' Rt "C'I' 28+30051 END RW 22 SEE RW PLANIS CONC RW 22 SEE RW PLANS I"C" +uu o 00 8" CHQPE PIPE Cl CU�6 (TYPE A+17�a_M 1) TCE / -o o � I 10' Rt "Cf' t73.64 Beg BW TAPER 1 7 , w --_ =--- BOYLE AVE ASPH RELATIVE BORDER SCALE IS IN INCHES I �� 0 1 2 3 I i I i I i I X BOYLE AVE- x x x x of n i UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL ® 4999074 ° / 11 01 37II TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 21 624 S-U-� A- Cx---t- 93.06' 186.05/ 09-08-11 7998.00' R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� 578.96' �a SO N ANN CHEAH 09-08-11 w 52143 m PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA OR //_5 OFF/CEPS �x Exp. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF /-///S RL AN SHEET PARSONS SANBAG 3200 EAST CUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 CURVE DATA No. R0 T L ® 4999074 ° / 11 01 37II 482061 962023 15 8000000' 01 0 12"3411 84044' 168.88" 18 3004.00' 03032/5511 93.06' 186.05/ 19 7998.00' 04008/51 " 289.61 ' 578.96' LAYOUT SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 NQ o� N � o0 Ln N � o0 00 Ww 00 Ww a o� po >o L" o L ao __j 0 X 0 w m n o w w u w W m a 0 X Q R0 N81 °44'26'E 459.48' ' o' 1-4 (3 w Ln X C:> IL N 20000.00 000 38/02'' w Beg CURB TYP D-4 o FOR ROCK BLANKET SEE Str PLANS Beg U J SEE LANDSCAPE PLANS w z o Z o ''A'' +08 w 12/ Lt "A" 693+34.15 J > *i w w �' _ F- N D d u `f) RELATIVE BORDER SCALE DGN FILE => 846800ea006.dgn Dist COUNTY ROUTE POST MILES SHEET TOTAL NOTES THIS SHEET: TOTAL PROJECT No. SHEETS NOTE 08 SBd 10 12.3/14.1 22 624 1 . FOR R2 AND I-10 GORE DETAILS, SEE CONSTRUCTION DETAILS SHEET 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, C-21 AND C-22. SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. S-u-� �- C4 ---t- 09-08-1 1 OFESSI MATCH LINE Stc 40+00.00 2. FOR I-10 MEDIAN DETAILS9 SEE CONSTRUCTION DETAILS SHEET REGISTERED CIVIL ENGINEER DATE �oQR °tiq� CURB TYPE Al -8) C-30 TO C -32o � SOON F� SEE SHEET L-7 0 ANN CHEAH z CURB (TYPE A2-8 Mod) 3o FOR R1 R2 R4 AND CHERRY Ave INTERSECTION DETAILS SEE 09-08-11 w No.rn X, 9 9 9 PLANS APPROVAL DATE 52143 _ _ XX �_ � X 62,1 ! CONSTRUCTION DETAILS SHEET C-38. THE STATE OF CALIFORNIA OR ITS OFFICERS E"P' NC- J 4. FOR CHERRY Ave CURB DETAILS SEE CONSTRUCTION DETAILS OR AGENTS SHALL NOT BE RESPONSIBLE F01'7 sTgT CIVIL - �� I 9 THE ACCURACY OR COMRLETENESS OF SCANNED F OF CAL IV ASPI 60' Lt IMI +76 , I ASPH SHEET C-39. COPIES OF THIS PLAN SHEET, END CURB (TYPE A2- 8) 8 I 2' Rt I'C�� +86 PARSONS Beg CURB (TYP A2-8 Mod) 18 I ND CURB (TYPE A2- ) 5. FOR DRIVEWAY DETAILS9 SEE CONSTRUCTION DETAILS SHEET C-41 . 3200 EAST GUASTI ROAD SANBAG (� 5>� I e CURB ( TYPE A2- Mod) SUITE 200 1 1 70 W 3RD STREET g SAN BERNARDINO, CA 92410 60 Lt C 38+64081 I I I IICII + 000 6. FOR WASHINGTON Dr CUL-DE-SAC DETAILS9 SEE CONSTRUCTION ONTARIO, CALIFORNIA 91761 - - IICII 38+34.82 EC L- I I 8" CH PE PIPE DETAILS SHEET C-45. r , II II I C=_) I 62 Lt C 38+34.8 I I 7. FOR IRRIGATION CROSSOVER SEE CONSTRUCTION DETAILS SHEET C-54. I � I \ 71 .50' Lt IICII 38+300 I I \ I ''R4'' IR4II +24.50 8. FOR CONCRETE BARRIER (TYPE 60R), SEE CONSTRU,QTION DETAILS SHEET C-56. END RW 33 I z I SEE RW PLANS I I I 44' Lt ''R4" 66 CURB (TYPE A2- 8) I I j I I Beg CURB (T PE A2- 8) 46.65' Lt ''R411 697+00 RW 33 I ao Q I I-�14--„----------- Beg SOUND W LL 697 SEE SOUND WALL PLAN -5d SEE RW PLANS i I ovC CURB "R211 7020 80.32 II X (TYPE 4 Rt R2 +00 _I TICE I I � I FB2-6) E PIPE 'I Be CURB=PA ''R411 693+1561.47 POT = I = I I II R/W �- I X X C 36+83.35 I I o ASPH I / IIR211 704+73.86 POT = 62rj � � II r -1 I ��R4`� 6 EIN R B (TYPE B2- ) C IICII 36+66. 2111 II I - - - I 4 IICII 36+03.7 PR I 4 S 856 412 ° c� II S 97 217,49' 695 ''� 4 UN WALL PLANS J 43.32 "R1" +77.92 0 Beg C nc SW _ _ 1 ,1, �,- 6 \\ 6' Lt 11 om m Beg CB (TYPE'" 736B) (TYP Al -8) 1 I I I N85°34'5 11 ''R411 +00 a1 1w 39.96' Lt "R2" +03.14 70.50' L IICII +1 1 J I 23 - 2 CITY R/W D� END RW 688 END CB 1 I I I �'' z W PERMANENT 1 U U - JU) w SEE RW PLANS Y E 7368) I ' I I 10 1 X I� UTILITY o , I R4 693 EASEMENT 34' Lt "R1'' +66.27 I I 8 CHDPE PIPE II II - X Beg CURB ( TYPE A2- 8) I I �I II II i 8 W 9+20.00 II Is o I. �� 0.001 Q I 8 Rt �4O�Q - _ 'X X- _ 4.00 II II Rt R1 693+69.74 811 CHDPE PIP D CUR +3 w END CB (TYPE 736B) � I of B � - - vC- - - - - _ - $ �� �, G -TON Dr Beg Br BARRIER (TYPE 26A) 1 62' 16 5 I I II II A P4�� 695+73.96 WASH GTON DR `�'' W LINE SEE Str PLANS CB 1 , 4, 4 I 8 6 .5 Rt C +48 - - - - - N 89028/38'' E (TYPE CURB(TY A2-8) BC 4 "R2" +00.00Q zLd 34LtR1+75 6 7 (36B)Ln R2X o = END Trans RAILING / ' 3 t II�� O u (TYPE WB) / I � z AFTS R/W i `fig_ Trans R�4�L fiYP ) 5 "R411 +20 ' 1 4" 00+77.4 0° a � 5 1 END CAP (T C� Ni00 � z 98.95' Lt + 6 I EE C-50 FOR CONECT TAILS 4' Rt BC , x Q " + 5 I P I TATIGN�TR (MI B -Co "R2" +65.004R1 691 88.69 - - - ��_ / Beg RW 33 _ - - + I II II 43.37' Z _ 1'R21R+45.00 _ '�C SEE RW PLANS °89 8 Lt R2 695+59.35 11 - - _ _ 0 11 1 17 - �� Lt - / I E res RAILING 2 +30 _� 41I +00 I C -I 35 _ +80 _ - I B TYPE WB 36 - -Be CB -(T -Y -PE --6_0-)- - - 14 ��� L'� / ( 'R2" +60 g - z ��R1 II+1 5 __ - 5 � I \ SUB AFTS cP_ � _ _ MVP _ - , _ I - CHANNEL C:) 4 R.0' +60 CHP -SES-DBA_ AGE _ 4 cp �` 1 6 R t P L ATgS- - o 3 - _ o "R2" +00.00- c M 1 "2 N 4, _ _ - - q1 q _ 4' Rt z o 'QP\ E 3 6 + - +80.00 36' Lt "A11 +80 < J w o N a0 4 57 R1 " + ��R2�� +90 rr-z 6 0 2 28 t R2 +69- E I ev 1 026.91 24 Lt 0 ►- ---j + % '6 5 I 81 ° 06,24END 4 . - 3 _ IIAII +00 0 w N - � 1026. -_ = v Q0 H 4' Rt "R2" 694+47.1 3 "R2" 697+41 .01 BC VP n w Q o 22' Lt "A" 94+44.21 24' Lt "A" +15 + 00 -0 2 4 - � - - - - - - - - - - -E I ev 1 027.23 _ -- o to - 4 \------- ►� J W 95 "All LINE 8 9 i- �, R 688 C 33+27.32 PCC C NC _ Sgp _ o ° o SEE RW PLANS 1 19 I 2" 694+20.73 EC 3 WB -Rte S 87 05 35 E 400.17' � _ J CB (TYPE 60D) 9 - - - � J m , z In ~JA , W • , X X Q R0 N81 °44'26'E 459.48' ' o m m 1-4 (3 "R2" 691+99.49 BC Ln X C:> CHERRY Ave OC 42' , 4' Rt "R2" 693+35. 20000.00 000 38/02'' Br No. 54-1292 END Beg CURB TYP D-4 10 FOR ROCK BLANKET SEE Str PLANS Beg 22' Lt "A" 693+34.1 5 494.55' SEE LANDSCAPE PLANS 350.00' Beg CURB TYPE D-4 o Z o ''A'' +08 ® 12/ Lt "A" 693+34.15 END CB ( TYPE 60C) *i SAWCUT & JOIN Exist Pvmt U �L W �' 289.61 ' END GRIND Exist Conc Pvmt N D d 2618.00/ 06002/55 11 RELATIVE BORDER SCALE DGN FILE => 846800ea006.dgn 1992.00/ BORDER EAST REVISED 7/2/2010 J EB Rte 10 "A" 699+24.46 EC 0 1 2 3 I i I i I i I 1 J w U -SAWCUT Q & JOIN Exist Pvmt UNIT 2232 CURVE DATA No. R0 CONT T MATCH LINE Stc 31+50.00 (3 5083.77 / 11 41 32 090 SEE SHEET L-5 CHERRY Ave OC 42' Rt "A'' +07 20000.00 000 38/02'' Br No. 54-1292 END CB (TYPE 60R) 10 FOR ROCK BLANKET SEE Str PLANS Beg CB (TYPE 60C) 494.55' SEE LANDSCAPE PLANS 350.00' 33° 12/42'' 42' Rt ''A'' +08 14 650.00' END CB ( TYPE 60C) 393.75' 19 Beg CB (TYPE 60R) 289.61 ' 578.96' USERNAME => p0026551 2618.00/ 06002/55 11 RELATIVE BORDER SCALE DGN FILE => 846800ea006.dgn 1992.00/ 06038/52 11 IS IN INCHES J EB Rte 10 "A" 699+24.46 EC 0 1 2 3 I i I i I i I 1 J w U -SAWCUT Q & JOIN Exist Pvmt UNIT 2232 CURVE DATA No. R0 T L (3 5083.77 / 11 41 32 090 431 .021 859.98 U9 20000.00 000 38/02'' 1 1 0.62 221 .24 10 170.00' 166°40'4911 1455.95' 494.55' 13 350.00' 33° 12/42'' 104.38/ 202.88' 14 650.00' 34042/29 11 203.12/ 393.75' 19 7998.00' 04008/51 II 289.61 ' 578.96' 20 2618.00/ 06002/55 11 138.32/ 276.38/ 21 1992.00/ 06038/52 11 1 1 5.69' 231 .121 LAYOUT SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 >o w �o L- 6 -1 O X 0 0 w m cn o> W w Er > w w Q 0 n, w q cf) 0 w U J w z J W J > W W U Ln ►o NOTE: 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, /,7 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. I ILi 11 ASPH II NOTES THIS SHEET: I 1 r 11 1 . FOR CHERRY Ave CURB DETAILS, SEE CONSTRUCTION DETAILS - SHEET C-39. I I —�/ II VC�oo 0 11 \ I I VCI � o I o / 2. FOR CHERRY Ave AND VALLEY Blvd INTERSECTION DETAILS, SEE �� III �� // I vcl \ III CONSTRUCTION DETAILS SHEET C-40. \i�� \ / FOR DRIVEWAY DETAILS, SEE CONSTRUCTION D �S- \ I o -LI \ SHEET C-41 AND x.,42. Imo, Q II \\ I I I I IQ I I I \ I I II ASPH \ I Ilvc x X X — -- — — -- — — — —— --- —---------— — — — — —— ————————————-- -- — —— C)'V O VALLEY BLVD T 16' co I� O I X I I° II O _� \ � , +5 "V ' 4 6+4 .4 2 X "V'' 46+58.42 PI �0 ASPH 1 2 N 89° 29'27'_E-3 . % _— 5 6 8 mI r w m X �-o X U aw U Z � o LLI U w = U SHEET TOTAL 0 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 > 624 S-u-� A- Cx---t- o' 09-08-1 1 X w �a o- ANN CHEAH 09-08-11 w 43 m PLANS APPROVAL DATE No. -521 THE STATE OF CALIFORNIA OR ITS OFF/CERS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPES OF TB/S RL AN SHEET PARSONS a Q 1170 W 3RD STREET z w SAN BERNARDINO, CA 92410 0 _ U U � z o � z Q X z a z 0 U z 0 X Q F— r) cn z � Q F— I 0 F- ---1 We L F- rrQ W X c � � o 0 LL X X Q o 0 m m 0 LSU X � � U II � LL z w o ~ J L Q J > ~ �L c (/7 U N V) 0 a_ w SAWCUT & S VALLEY Blvd z JOIN Exist Pvmt 8 C\ O �UB ----------------- _— — \ffl�] _— '� VC U - — — T 'u,U --- 61 .64' LT "C" +57 -tS -- --- SAWCUT & oVC 7' R CONJOIN Exist Pvmt` I 39.2T "C" +57 �� " ' I ` � DOWN SAWCUT st Pvmt ----- I- CONC— - � — �� � C +57 TE ' ° 59.51 Lt 44+60.58 6 LT ° I - SAWCUT & I I I "C" +57 o I JOIN Elxist Pvmt Ia I R/W IVCASPH I UB 1D C RB nNI� ASPH ( TYPE A2- 8 Mbq) CNJ (D \ ° o— o o-- \ Q DU ICONCI I II _ c / w � I IB 0 U L I I ° O—\ o o �c ° c /I I O ° X X— I 11 I 6' I 2� i II CURB (TYPE A4--8 -M-- 52' 68' ASPH ASS I III I I I I I I I I CURB TY Al -8) In u') —LUN1, ASPH A I X- C —r I I� II II a J L I I 11 I V cL) To II LL II 8' 4, 16 46� rII ul h O MATCH LINE Stc 40+00.00 SEE SHEET L-6 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ea007odgn IS IN INCHES 70' RT I'C" +30 62' RT "C" +50 A ASPH Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 23 624 S-u-� A- Cx---t- 09-08-1 1 QR�FESS REGISTERED CIVIL ENGINEER DATE q� �a \ SOON ANN CHEAH 09-08-11 w 43 m PLANS APPROVAL DATE No. -521 THE STATE OF CALIFORNIA OR ITS OFF/CERS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPES OF TB/S RL AN SHEET PARSONS SANBAG 3200 EAST CUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 X X— � CURB (TYPE A2-8 Mod) 6' LT "C" +50 END BAY TkPER L IO 16/ RT "C" +30 Beg BAY TAPER 0 2 3 0 Ln Ln Ln ASPH �0 — VALL�Y BLVD 2_ - '47-L--EASPH1�. - UB__ i_ L 1----- F T I— ---- X x o x 42.50' RT "V" 50+07.35 END CURB x (TYPE A2-8 Mod) X- x- END Conc SW Q � \ ix X I —X— - X UNIT 2232 ASPH UI 01 UI —x 3 4 Tu — — — X U I U 0 I z O U I n U I I I I I I I I I I I LAYOUT SCALE: 1 ''=50' PROJECT NUMBER & PHASE cn a G N Q o 0) N v � o0 N � � o0 � 0 ww 0 0 Ww a o � z O o O u I 'O w �O L-7 a0 O 0800000744 F-1 w 0- V) o w U J w z J w J > w w = F- om r w m a� o J z W iZ U- U J U) w aw = Ur-) u X 0 > U U a z 0 U Z U z a I U z 0 U a w U D z a • R /W 4' Rt "R4" +20 X EN YPE -60) / �� B gI T (MI rra n s RA I I�G� (T 1�1 Ef E /WB ) QAP (TYPE TIC`S T TION C NTROL OR Conc) 4, t 11 11 EN Tran�LRATLIba Lj (TYPE B AFTS ❑ ''R4'' 704+71.15 EC 6 t c O C 34' "R4" 0 5 X -x X n X Q I UI� 'R4% . 0 C:) to END URB TYP I - ) O U "I 1I 712+32.41 LEN D Lu IC 60C) �P� EN I GI I� x i t C c P t N� s t FOR BLANKET Q TS E LAWS APE PLANS - +45 SOUN WA 07 1 VB Lt "R4�� +0 �I Lt SEE SOkJ1�l WALL ANDS B (TYPE 60 4�� +65 1 I- I-fE�g 4 R 710+90.21 X %W - C I( TYPE D-4 ) 9 L -1 711+03.11 0 _ - �� _ - - _ o - - - I BegoJRB (TYPE D-4) I-10 CHANNEL - o SEE DRAINAGE - 4----- _ _ _--���------ --- --- Lif I-7 1/' I PLANS 7�5 N -- 6 S 87°84'1-17- -E -1-01-9_47 o J a- L ''A'' 703+24.63 BC - BY OTHERS w-- - ?_ ASPH (EA 497501 ) Lu V) _ � -------- ---_ --- ----------------------- 4 - -- - PROJ��T_LD�_-o0 Lu �., w S 87 05 35 E 3 4 ASPH -' cb 400.17' "A'l LINE 6- 7-------- _ �_j -SAWCUT &BOOIN1 - 2 01 040140'' CONC 409.94' Exist Pvmt I z m PLANS APPROVAL DATE nI- No. Q THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE - THE ACCURACY OR COMRL ETENESS OF SCANNED 0 CAL IV COPIES OF THIS RL AN SHEET, ASPH 0 - "B" 703+63.7 1._mi Q 1170 W 3RD STREET o 3 SBD - 10 `n + Ire H - S 86° 34'39" E 400.01 ' 4 705 o 6 m CONC 7 - ' ''R5'' 702+65.66 EC -- F- + w Ln _ - _ „p �,, j 4 _ 7 w U 88° 31 '1 51' E 597.52' 4 50:1 TAPER 38.60' Rt N z w � 4 N 15 "R 5" +6 �n J LSI a X X X� X -�- -719 --- - -- A 709 :�--- N- ---------- ---------- - -9 SAWCUT & JOIN - Ex i s�Pvmt - 2 r WB Rte 10 710 A A 1 ..I -loll LINE A AA 1w v "B" LINE _ _ _ _ --- -.-- -- - - - - - - - - - - - - r Ln - - 00 4 - - 24' Rt "R 5" +7 3 CHP 'Y' TCE � Be 50 1 .WP .48 4 Lt R5 END CURB (TYPE D-4) - - o END CB (TYPE- - - � �� �� 4' Lt I' R5" 706+23.81 SEE RW 690E PLAN FOR 22 Rt + x B 704 69.70 END CURB ( TYPE D-4) CONNECTION DETAILS Beg CURB (TYPE D-4) 0 Q 5.48' Lt "R5'' +60 END CB (TYPE 60D) END RW 690E o SEE RW PLANS F - z w 34' Rt "R5'l +60 a END CURB (TYPE B1-4) SAWCUT & JOIN Exist Pvmt Beg GRIND Exist Conc Pvmt 4' Lt "R5" 704+58.80 Beg CURB (TYPE D-4) CURVE DATA No. R 0 T L ® 6999.58' 04050/4511 W 592.00' 07 9999.49' 05021 141 11 468.18/ o 14 650.00' 34042'29" 203012' 393.75' 15 8000.00' 01 0 12/34'' 84.44' �_j 16 1 4000.00' 01 040140'' 204.99' 409.94' CO I z m PLANS APPROVAL DATE nI- No. THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST �P qTF THE ACCURACY OR COMRL ETENESS OF SCANNED 0 CAL IV COPIES OF THIS RL AN SHEET, PARSONS X X Q 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 o m m 11 X � a � U I I n II L� E C:)^ °' Z w II F - L ~ Q J F- - �L V) U 4) N 0 d SAWCUT & JOIN Exist Pvmt Beg GRIND Exist Conc Pvmt 4' Lt "R5" 704+58.80 Beg CURB (TYPE D-4) CURVE DATA No. R 0 T L ® 6999.58' 04050/4511 296.18/ 592.00' 07 9999.49' 05021 141 11 468.18/ 935.67' 14 650.00' 34042'29" 203012' 393.75' 15 8000.00' 01 0 12/34'' 84.44' 168.88 / 16 1 4000.00' 01 040140'' 204.99' 409.94' 34.5' Rt "R5" +30 Beg CB (TYPE 60) SEE C-52 FOR CONNECTION DETAILS FOR ROCK BLANKET, SEE LANDSCAPE PLANS 1 "R5'' 708+63.18 BC U �R/W 23 Rt " " 0 ��, 12' Rt "R5" + 3 $e -C� (fi 60C) END 50.1 TAPER 35.33' Rt "R5" +50 END RW 696 SEE RW PLANS NOTE: 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTES THIS SHEET: 1. FOR R4 AND I-10 GORE DETAILS, SEE CONSTRUCTION DETAILS, SHEET C-24. FOR R5 AND I-10 GORE DETAILS, SEE CONSTRUCTION DETAILS, SHEET C-25 AND C-26. No. SHEETS 2. FOR AUXILIARY WIDENING DETAILS, SEE CONSTRUCTION DETAILS SHEET C-27. 3. FOR I-10 MEDIAN DETAILS, SEE CONSTRUCTION DETAILS SHEET C-32. BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE _> 846800ea008.dgn IS IN INCHES 0 1 2 3 1 4 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 24 624 S-u-� �_ C4­t- -09-08-11, REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` SOON F ANN CHEAH 09-08-11 0 521 43 z m PLANS APPROVAL DATE No. THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST �P qTF THE ACCURACY OR COMRL ETENESS OF SCANNED 0 CAL IV COPIES OF THIS RL AN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 I-10 CHANNEL X SEE DRAINAGE PLANS X 1 1 1 00 �I "R4" 7144+90.62 POT = 67' Lt 1 1 1 1 I 1 1 I I 1� II II "I-10'' 71 5+02C,4a t- >/9 C/1,4NNZZ - \ 7`1 L t U _ Lt I-1 0 "t=10 " 713+56.96 -7-12 +321 coNc MATCH East Pvm� - `' -END CUR13 (TYPE D-4) I g -G R I N -D -0n e vin t 71 5 n I N 88 0340 E 29358.94' S A WC -UT- -&---JO I4 Rte 10 Exist Pvmt n CONCF8 CONFil- �I �PR 11 AN21 R GLE 0 0 + f "R511 712+73.13 EC = ' - 11 712+73.60 0 LAYOUT SCALE o 1 "=50' PROJECT NUMBER & PHASE O ip+ in o ~ + w �, w Li cn z w J w 0800000744 N Q O N N Ln �� N M � 00 ww OO J J ww �=> Q C) F)9. >o w L -V a O O x 0 J' w m cn o> w w u� Er > w w El' Q 0 w 0 w 0 w U J w z J W > W LTJ U V) om r w m �Qo �z w U � U w aw = U o U 0 W o- a z 0 U z LL z Q z 0 U Q w U z Q NOTE: 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° 0 4 0 Ln 00 + I Ln J � w+ _ P D` U' w w z w J v U 9, 0 WASHINGTON Dr NOTES THIS SHEET: 1. FOR R4 AND I-10 GORE DETAILS, SEE CONSTRUCTION DETAILS SHEET C-24. 2. FOR AUXILIARY WIDENING DETAILS, SEE CONSTRUCTION DETAILS SHEET C-27 TO C-290 -x x x x > I x x x 1 x I I I I I I I I II Q 1 X1 1 � I o f „ CONC Oa l ii 1 i -'TL A K 1 x Lt 'I-10" ;A+15 46 I I I I I w l x 1 CB (T P II I I ----x > 1 x II 1 ` ® Q Trans AI N ( I I -i x 1 x L- i �o �7�CIAN IIYNE� }V�.\�,.� ,.__.��i li � � I � � �� i h CONC � u"�--� i ��I, A Dist COUNTY ROUTE POST MILES SHEET TOTAL x TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 25 624 S-u-� A- Cx---t- 09-08-11 �FESS� R 0 REGISTERED CIVIL ENGINEER DATE e tiq� O <�' SOON r ANN CHEAH 09-08-11 w 52143 m PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS E x p. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF /-///S RL AN SHEET Q PARSONS SANBAG 3200 EAST CUASTI ROAD 1170 W 3RD STREET SUITE 200 I— SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 – – -j – CONC_ POOL 1 r EGETA I ION CO TRQ XQ/' el H'I' DIKE (TY�l C- L II O 1 1 1- I SOUN D WALL 69 0.80' Lt"I +40e 6 - I z�\ R/W I EE SW PLANS +__-- � x 0 Trans R ( TYP WB ) I x - - VI�lD NI Exist MBGR X x L -- -----J t– – 7F+e I-10 CHANNEL (TYPE C) _L-CONFORM- J- - - - - - - - - - - - - - x -------- CONC --- - - - OTHERS-- _ - - - -----------------GONG_ I EA 49750 --- - _-- - - - - -- CoN------- C-------- x x -- - - - - P-R-O-JECfi -ID - 0800000-792 x ________________ o ASPH 1 _ ----------- T9' L t - 10 10 '' 7a--&+44 0 30— CONC - SAWCUT &-JOIN E-x-ist Pvm-t E N D GRIN D F x i t (' nnr-_---P 720 7 8 ASPH 9 6 ASPH 'SAWCUT & JO -1-N- xist Pvmt AS S A W GU -T & JO -IN Exist Pvmt ------- ----- o ---------- ---- ----------------- ASPH––––– – – – – –– -+ o ----------- SBU— 10 0) - N CONC _ r-- J WB Rte 10 o f- 7 8 ASPH C/� _ 6 2 "I- 0" LINE 3 N 88°0340�� E 4 29358094' 725 w cn z - � w J w `p cn SBD = v CONC - E -B- Rte 10 _ ~ CONI ASP - - \ 79' Rt "I-1 0'' 722+92 u Beg 50:1 TAPER R /W UP RR _ o o o n - BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ec009.dgn IS IN INCHES 0 2 3 UNIT 2232 e m 50:1 TA PPE SAWCUT &J_LN- Exi�t P v m t �N GR-I-NaE x il t-C-� - vvmm t o LAYOUT SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 >o L" LQ o — V a o 0 z 0 x F-- Q O r cn z Q I— O z w F— Q W � c � o 0 x X Q O m m Q- O 0 C U U Fy x � � U II � LL z LLJ o ~ J � Q J > ~ c �L (/7 U N V) 0 Q._ 'SAWCUT & JO -1-N- xist Pvmt AS S A W GU -T & JO -IN Exist Pvmt ------- ----- o ---------- ---- ----------------- ASPH––––– – – – – –– -+ o ----------- SBU— 10 0) - N CONC _ r-- J WB Rte 10 o f- 7 8 ASPH C/� _ 6 2 "I- 0" LINE 3 N 88°0340�� E 4 29358094' 725 w cn z - � w J w `p cn SBD = v CONC - E -B- Rte 10 _ ~ CONI ASP - - \ 79' Rt "I-1 0'' 722+92 u Beg 50:1 TAPER R /W UP RR _ o o o n - BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ec009.dgn IS IN INCHES 0 2 3 UNIT 2232 e m 50:1 TA PPE SAWCUT &J_LN- Exi�t P v m t �N GR-I-NaE x il t-C-� - vvmm t o LAYOUT SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 >o L" LQ o — V a o 0 x J' m 0 w > w w n 0 0 U w J J W U w w J z w > W Q W U n z Q A I/1 Tr ., 10 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° ASI X I k / of J� =r>� u S X I Co i JI X�O ❑ X - -SEE SOU DN BY OTHERS —E-A 497501 --------_---P-ROJ-€C—T—I$-08-000-0092 -- - — — — — — — — — — — — — — — — ASPH — — — — — — — — — -- iX WAL 697 ALL LANS CONC CONC ASPH R /W N ASPH 7Z 5 c� X s X Dist 0 ROUTE 0— — — — — — — SHEET 0 - Ln + � I J CV F- 0 730 w w + U) 26 624 cn wz III J R�FESS10 REGISTERED CIVIL ENGINEER DATE cn U _ SOON I— X I k / of J� =r>� u S X I Co i JI X�O ❑ X - -SEE SOU DN BY OTHERS —E-A 497501 --------_---P-ROJ-€C—T—I$-08-000-0092 -- - — — — — — — — — — — — — — — — ASPH — — — — — — — — — -- iX WAL 697 ALL LANS CONC CONC ASPH R /W N ASPH 7Z 5 c� X s X Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 26 624 �`� '- C4 ---t- 09-08-1 1 R�FESS10 REGISTERED CIVIL ENGINEER DATE cn SOON z ANN CHEAH 09-08-11 w 52143 m PLANS APPROVAL DATE or-No. THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS p . //#- C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF /-///S RL AN SHEET PARSONS SANBAG 3200 EAST CUASTI ROAD 1170 W 3RD STREET SUITE 200 O SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 l R/ — — — — — — — — - - — ---------————--———— ————————————--—— _ _ = 157061' Lt "I-10" 743+84071 —SND- S�I�ND WALL 697 - - --— ---— — — — — —— — — — — X X --—X X— ------X— --- X —___====C______________---------------- -------------------——-------------------——------———----———— ———--————— —-- — — — — — — — — — — — — — — — — — — — — — ASPH — — — — — — — — — — — — — — — — — — — — — CONC — WB Rte 10 SBD — 10 3 4 ,�I-10�� LINE 7 8 N 88003'40' E 9 29358094' 740 � ASPH 6 1 — EB Rte 10 CONC ASPH L7 -————————— ----------------- BY OTHERS UP RR O -o DIRTC ' o U B 0 = DIRT z_ x 0 Q O r cn z Q O z w rrQ W � c � o 0 x X Q O m m O O Zf O U Fy x � � U II � LL °' z w o n ~ L Q J> ~ �L c (/7 U N V) 0 a_ BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE _> 846800ea010odgn IS IN INCHES 0 1 2 3 UNIT 2232 LAYOUT SCALE: 1 "=50' PROJECT NUMBER & PHASE >0 w �0 L 1 — ■ O a 0 0800000744