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HomeMy WebLinkAbout5109 Retaining Wall 22M x w I J :�E D U) w w w om � w m Q� o 17 -ill =) CD � U U J u/ W Qw = U r-) U 0 > w n V) J Q z 0 U z w z Q 1 0 z 0 U 638'-0" (Measured along "RW22" Line) Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 349 624 k4D l ' � .:z 02/01 /1 2 Cherry Avenue Overhead OFESSI UUTU111 t I ev I UUU. VU 10+00 11+00 1 2+00 13+00 14+00 15+00 16+00 N00°09'1 1 "W w J a BC Sta 21+87.5 Cherry" Line w 3 rr M EC Sta 23+73064 Cherry" Line 3+00 22+00 2 I Begin Wall Sta 10+00.00 "RW22" Line= 24+00 DEVELOPED ELEVATION - 1 "=30'-0" PLAN SYMBOLS —Section Identification STANDARD PLAN SHEET NO. K DETAIL NO. N3° 42/0611W INDEX TO Structure Approach End Wa I I RETAINING WALL PLANS D 10+00 Sta 10+23.45 "RW22" Line= SHEET NO. TITLE a 02°29'21" "� Cherry" Line R-1 GENERAL PLAN 7932052 70.17 Rt 28043 R-2 RETAINING WALL PLAN NO. 1 R-3 RETAINING WALL PLAN NO. 2 R-4 RETAINING WALL PLAN NO. 3 R-5 RETAINING WALL PLAN NO. 4 R-6 MISCELLANEOUS DETAILS E BC Sta 27+48036 EC Sta 33+27032 Cherry" Line L LU > "� Cherry" Line Cherry Ave CU •L N --- N 0 a_ 26+00 25+00 ii ii '' 28+00 27+00 EC Sta 16+13.32 "RW22" Line= Sta 28+5069t Cherry L I ne 65.48 Rt i I I N00° 26'1 5'E R GIS ERED CIVIL ENGINEER DATE �o PR °'�q� Brett Makley z 09/08/11 LU M PLANS APPROVAL DATE No. C66397 Exp. THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL �P THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CAL 1F COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Concrete ` Barri er, B1 1-56 Type 736A , Roadway Section See "X -SHEETS" Sta 21+96.26 Cherry Line RW22 Line_ °— _ 70.01 Rt `�— NO3 42'0611W ----- X Q CD -10'`0 N00009'1 1 "W 1 C= A V1 --- BORDER LAST REVISED 7/2/2010 11+00 BC Sta 10+48.40 "RW22" Line= Sta 22+43.14 "L Cherry" Line 65.48 Rt N1 1049'09''W USERNAME=>$USER DGN FILE => $REQUEST — - 16+00 _ 50 ................... ..... 1_� - 1 5+00-1040- ' 2 X1045 14+00 ' 13+00— 1030 End Wall 1020)— - Sta 16+37.99 "RW22" Line= BC Sta 15+56.46 "RW22" Line=Sta 28+30051 Cherry Line Sta 27+48.36 Cherry Line --67 05 Rt EC sta 11+81.75 "RW22" Line= 65048 Rt Sta 23+73064 "t Cherry'' Line Exist Wing 65048 Rt Wall to remain PLAN 1 30'-0" RELATIVE BORDER SCALE IS IN INCHES CURVE DATA No. r V) z a t� 0 z D 10+00 Sta 10+23.45 "RW22" Line= Sta 22+19.17 10 a 02°29'21" "� Cherry" Line 133035 O2 7932052 70.17 Rt 28043 0 30 3004000 >� i a ° ® co a z 04008'51 " 289061 578096 U J W Cn a- O V- x � � U E �z- w L LU > Q� 1 - CU •L N (/i N 0 a_ BORDER LAST REVISED 7/2/2010 11+00 BC Sta 10+48.40 "RW22" Line= Sta 22+43.14 "L Cherry" Line 65.48 Rt N1 1049'09''W USERNAME=>$USER DGN FILE => $REQUEST — - 16+00 _ 50 ................... ..... 1_� - 1 5+00-1040- ' 2 X1045 14+00 ' 13+00— 1030 End Wall 1020)— - Sta 16+37.99 "RW22" Line= BC Sta 15+56.46 "RW22" Line=Sta 28+30051 Cherry Line Sta 27+48.36 Cherry Line --67 05 Rt EC sta 11+81.75 "RW22" Line= 65048 Rt Sta 23+73064 "t Cherry'' Line Exist Wing 65048 Rt Wall to remain PLAN 1 30'-0" RELATIVE BORDER SCALE IS IN INCHES CURVE DATA No. R D T L 10 3069.48 02°29'21" 66068 133035 O2 7932052 00024'39" 28043 56086 30 3004000 03°3255" 93006 186005 ® 7998000 04008'51 " 289061 578096 0 1 2 3 I i I i I i I UNIT 2232 Weep hole and pervious backf i I I (BO -3 3-1 Retaining Wall Type 1 B3-1 E SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 B LOL 3.. "RW22" Line Top of WC Fractured Rib Texture U) c •L •u) 3'- 0" o a� > o Min Q0 F G TYPICAL SECTION 1/411=1 ,—Oil Exist Cherry Avenue Overhead Abut 1, see "BRIDGE PLANS" Match Exist grad i ng RETAINING WALL 22 GENERAL PLAN R-1 PROJECT NUMBER & PHASE 0800000744 LU LJ o � 00 wW 00 J J EL 0 W W F-- g Q Q o 0 R O > O LU a --O �1 U) O J O M In rr w I J L.� C U) w I - w n n-) n-) w m Q �z w U U J U/ W Q W = U r-) U z 0 X H- Q F- C= O V) z Q t� 0 z w M F_ IZ w 0 f» rr, i X > � Q O w n- m �--� w U J W n U) a- f!} fA CL {f} V_ V) � J w � Q J z � O a �I O U z � w Uj L LL rr Q) M a z U a N 0 11 U� z 0 U z 0 X H- Q F- C= O V) z Q t� 0 z w M F_ IZ w 0 f» -60, i > � Q w n- m �--� U J W O U) a- f!} fA CL {f} V_ X � � U E �I O �z�w I� Uj L Q Q) a U N 0 11 I I - i i . n om, S I I r -N A, S I I r -N A, S I I r -N A, S I I r -N A, S I I A te, S I I YVCG�.JI IVIG, l y 3-1 DEVELOPED ELEVATION I/811=1 ,_0il O 0 Ln c J Lor/ PLAN I/8..=1 ,-0.. BORDER LAST REVISED 7/2/2010 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 DGN FILE => $REQUEST IS IN INCHES I I I I I I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 350 624 k4D��,�02101112 R GIS ERED CIVIL ENGINEER DATE QR(FE SSI0N� 09/08/11 PLANS APPROVAL DATE THE STATE OF CAL IFOR/VIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2,-0" Typ Brett Makley z Uj No. C66397 M � 1, CIVIL CAL P Exp. � 9TF �F SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LIMITS OF PAYMENT FOR EARTHWORK NTS NOTES 1. Earthwork I i m i is in addition to rA6B 2. For limits of Structure Backf i I I (Slurry Cement) and associated Structure Excavation (Retaining Wal I ), see ''R-3" sheet LEGEND Structure Excavation (Retaining Wal 1 ) Structure Backf i 1 1 (Retaining Wal 1 ) ww o � 0 0 w w 0 0 J J CL 0 - RETAINING WALL 22 =0 RETAINING WALL PLAN NO. 1 w� 0 R-2 V) _o PROJECT NUMBER & PHASE 0800000744 M In w U) L.L w w w I Q m W m Q � Q J z W U U J Un W Q W = U Q U z 0 X Q F— cn Z Q 0 Z W F— a w 0 �» -60, rr, x Q ° wn- m� 0 WALL U J W O U) 0- CL w x n � II U II 1 E J w � Q J �z z � 0 a L U Uj Q� Q) .� U z � N 0 0 - w LL rr M z Q z 0 U z 0 X Q F— cn Z Q 0 Z W F— a w 0 �» -60, i > � Q ° wn- m� WALL U J W O U) 0- CL V_ x � � II U II 1 E � �z w F— L U Uj Q� Q) .� N 0 0 - 11-1.1— 11 . n n, ^II r--� n , ^II n n, ^II r% r- , ^II BORDER LAST REVISED 7/2/2010 Datum Elev 1 UUUoUU UIR/HIINkAUa FLHINJ see ''UHAINAGE HLANS" I 1 2+00 13+00 DEVELOPED ELEVATION I/811=1 /—o11 Structure Backfi Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 351 624 k4D l ' 02/01/12 R GIS ERED CIVIL ENGINEER DATE QR(FE SSI0N� 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFOR/VIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET Bottom foc ' D D N Q) J U C KVVLL Line I PLAN USERNAME=>$USER DGN FILE => $REQUEST I/811=1 /_o11 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 NI(1TF-' e r �tt Makley z LC66397 � 1, CIVIL CAL P Exp. � 9TF �F SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1 o For SECTION A -A, see IIR-611 sheet. 2,-011 V Typ Lem D I A I -P . r 4- i r, � JV I\—I , JG1� ''DRAINAGE PLANS'' Sta 11+92 to 12+16 SECTION B -B I/411=1 ,-011 Expanded ystyrene LEGEND Structure Excavation (Retaining Wal 1 ) Structure Backf i (Slurry Cement) w w o � l 00 wW 00 J J a- 0 - RETAINING WALL RETAINING WALL PLAN PROJECT NUMBER & PHASE W W I— g Q Q 22 ~ =0 NO. 2 >o w O � U) R - I0 0800000744 M In Lu U) L.� W w 11 - 11 . r\ e-, ^ I I n n, ^ I I n n, ^ 1 1 -7 r%, ^ I I Z O X H- Q F- O V) Z Q O Z W F— Q W D a ° wn- m u —i w O In 0- CL V_ X � ^ U E" O ^ z° - W L LIJ Q) a i - CU �L N N 0 IL BORDER LAST REVISED 7/2/2010 Datum E I ev 1000.00 Hppl lJA VV UI IU I V UV -.J along "RW22" Line 3-1 14+00 DEVELOPED ELEVATION I/811=1 ,_OII c J IU USERNAME=>$USER DGN FILE => $REQUEST PLAN I/8-1 ,_OII RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 352 624 k4D l � .:z 02/01/12 R GIS ERED CIVIL ENGINEER DATE �O QR�FESSION�C Brett Makley z 09/08/11 Lu PLANS APPROVAL DATE No. C66397 � � THE STATE OF CAL IFOR/VIA OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL �P THE ACCURACY OR COMPLETENESS OF SCANNED 9TF 0 CAL COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RETAINING rr, X WALL O RETAINING WALL m PLAN w n J L_d Q J z � O a U z � w w rr m z a w un z 0 U 11 - 11 . r\ e-, ^ I I n n, ^ I I n n, ^ 1 1 -7 r%, ^ I I Z O X H- Q F- O V) Z Q O Z W F— Q W D a ° wn- m u —i w O In 0- CL V_ X � ^ U E" O ^ z° - W L LIJ Q) a i - CU �L N N 0 IL BORDER LAST REVISED 7/2/2010 Datum E I ev 1000.00 Hppl lJA VV UI IU I V UV -.J along "RW22" Line 3-1 14+00 DEVELOPED ELEVATION I/811=1 ,_OII c J IU USERNAME=>$USER DGN FILE => $REQUEST PLAN I/8-1 ,_OII RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 352 624 k4D l � .:z 02/01/12 R GIS ERED CIVIL ENGINEER DATE �O QR�FESSION�C Brett Makley z 09/08/11 Lu PLANS APPROVAL DATE No. C66397 � � THE STATE OF CAL IFOR/VIA OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL �P THE ACCURACY OR COMPLETENESS OF SCANNED 9TF 0 CAL COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RETAINING WALL RETAINING WALL PLAN PROJECT NUMBER & PHASE LU w [-- :5 o � II I� 00 wW 0 0 J J a- 0- W W � g Q 22 �~ =0 NO. 3 >0 'o w �O U) R-4 < —' O 0800000744 M w U) L.� w w n iir, I -.,-.ii . -7.-,/ -,I I r, n / X11 -7.-,/ X11 n n / /-N I I ('t^1/-Nrr\/ ^x/Ong i e-. (lx/--,rkNrNe-1A 3-1 Dictum E 1 ev 1000.00 15+00 16+00 RW footing, Typ 15+00 1040 DEVELOPED ELEVATION "RW22" Line NO3 4T0611W I/811=1 /_o11 ------------ BC Sta 15+56046 RW22 Line PLAN I/811=1 /_o11 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES EC Sta 16+13032 RW22 Line Cherry Avenue Overhead Structure Approach S I ab, see ''BRIDGE PLANS'' N00°26/15''E 16+00 1050 1045 CURVE DATA R rf, /--HppI UA VU UI IU F U a I ong "RW22" Line , x a om 28043 U RETAINING - 4- �o a U J W O -J U) 0- CL w x w U - U J Un W V) Q w = Uo E I 3-1 Dictum E 1 ev 1000.00 15+00 16+00 RW footing, Typ 15+00 1040 DEVELOPED ELEVATION "RW22" Line NO3 4T0611W I/811=1 /_o11 ------------ BC Sta 15+56046 RW22 Line PLAN I/811=1 /_o11 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES EC Sta 16+13032 RW22 Line Cherry Avenue Overhead Structure Approach S I ab, see ''BRIDGE PLANS'' N00°26/15''E 16+00 1050 1045 CURVE DATA R rf, T x a ° 28043 0 RETAINING U J W O U) 0- CL w x w � V) 1 E J w Q J �z� z � 0 a L U Uj Q� Q) .� U z � N 0 0- w LL rr m z a z 0 U 3-1 Dictum E 1 ev 1000.00 15+00 16+00 RW footing, Typ 15+00 1040 DEVELOPED ELEVATION "RW22" Line NO3 4T0611W I/811=1 /_o11 ------------ BC Sta 15+56046 RW22 Line PLAN I/811=1 /_o11 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES EC Sta 16+13032 RW22 Line Cherry Avenue Overhead Structure Approach S I ab, see ''BRIDGE PLANS'' N00°26/15''E 16+00 1050 1045 CURVE DATA R i T >� a ° 28043 56086 RETAINING U J W O U) 0- CL V_ x � � U 1 E �z� w L U Uj Q� Q) .� N 0 0- 3-1 Dictum E 1 ev 1000.00 15+00 16+00 RW footing, Typ 15+00 1040 DEVELOPED ELEVATION "RW22" Line NO3 4T0611W I/811=1 /_o11 ------------ BC Sta 15+56046 RW22 Line PLAN I/811=1 /_o11 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES EC Sta 16+13032 RW22 Line Cherry Avenue Overhead Structure Approach S I ab, see ''BRIDGE PLANS'' N00°26/15''E 16+00 1050 1045 CURVE DATA R 0 T L 7932.52 00°24/39" 28043 56086 0 1 2 3 I i I i I i I t t t t t G t t t t UNIT 2232 End Wa Sta 16+37.99 RW22'' Line Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 353 624 k4D l ' 02/01/12 R GIS ERED CIVIL ENGINEER DATE QR(FE SSI0N� 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 r �tt Makley z LC66397 � 1, CIVIL CAL P Exp. � 9TF �F SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RETAINING WALL RETAINING WALL PLAN PROJECT NUMBER & PHASE w W I- g Q 22 �~ o O NO. 4 >o w O U) R-5 < —' O 0800000744 0 rN Q__ _ w J V) w w aL om w m Q� o Jz w � UU J U) W Q W = U r-) U z 0 X �— Q F- 0 V) z Q 0 Z W a r w 0 r�_ x >� a 0 Q�z� w U J W r N o- a- V_ x � J w ^ Q J z Y 0 a C> U w z � � w UJ LL a' J j m I— �L z C) a N 0 0- J U z 0 U z 0 X �— Q F- 0 V) z Q 0 Z W a r w 0 See Note 1 See Note 2 Finished arade Backface of Retaining Wall Deta i I "A" Geocompos i to Drain Detail "B" WALL SECTION Filter Fabris wrap around DETAIL "A" AInTC C e 4" 0 drain 3" Uns I otted Plastic Pipe 3do" minx Lii SECTION A -A 10 mil Polyethylene sheet Bond 6" to wa 1 1 . Cut hole for 3" pipe Cap -typo See Note 2 3" S I otted Plastic Pipe. See Note 2 Tee Connection Bond to Geocompos i to .� A Drain E o Level or sloped toward wall Cement Treated Permeable Base DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale Alternative to bridge detail (BO -3 3-1 1. 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls). For walls adjacent to sidewalks or curbs, provide 4" plastic pipe under sidewalk to discharge through curb face Exposed wall drains shall be located 3"± above finished grade 2. Geocompos i to drain, cement treated permeable base, and 3" 0 s I otted plastic pipe continuous behind reta i n i nq wa I I o Cap ends of pipe. ProvIde "Tee" connection at each 4' 0 drain. 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. C Fractured R i b valley, Note 1 Face of wa FRACTURED RIB TEXTURE DETAIL USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES No Sca I e AInTC C o 1 o Permissible location of weakened plane and expansion joints. 2. Sign post mounted on barrier. For locations and details, see S -sheets 0 1 2 3 I i I i I i I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 354 624 l ' 02/01 112 R GIS ERED CIVIL ENGINEER DATE QR�FESSI�Nq 09/08/11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 �O C Brett Makley z No. C66397 M Exp. 4. s� CIVIL P 1 ATF OF CALIF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 UNIT 2232 SECTION A -A %411 -1, -oil RETAINING WALL 22 MISCELLANEOUS DETAILS R-6 PROJECT NUMBER & PHASE 0800000744 ww o� 00 wW 0 0 J J a- a - w W Q o� 00 �o > 0 UJ 0 Q O J 0 >� a Q�z� U J W O N o- a- V_ x � ^ U E C> ^z w UJ Q� J j I— �L C/ ) C) N N 0 0- See Note 1 See Note 2 Finished arade Backface of Retaining Wall Deta i I "A" Geocompos i to Drain Detail "B" WALL SECTION Filter Fabris wrap around DETAIL "A" AInTC C e 4" 0 drain 3" Uns I otted Plastic Pipe 3do" minx Lii SECTION A -A 10 mil Polyethylene sheet Bond 6" to wa 1 1 . Cut hole for 3" pipe Cap -typo See Note 2 3" S I otted Plastic Pipe. See Note 2 Tee Connection Bond to Geocompos i to .� A Drain E o Level or sloped toward wall Cement Treated Permeable Base DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale Alternative to bridge detail (BO -3 3-1 1. 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls). For walls adjacent to sidewalks or curbs, provide 4" plastic pipe under sidewalk to discharge through curb face Exposed wall drains shall be located 3"± above finished grade 2. Geocompos i to drain, cement treated permeable base, and 3" 0 s I otted plastic pipe continuous behind reta i n i nq wa I I o Cap ends of pipe. ProvIde "Tee" connection at each 4' 0 drain. 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. C Fractured R i b valley, Note 1 Face of wa FRACTURED RIB TEXTURE DETAIL USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES No Sca I e AInTC C o 1 o Permissible location of weakened plane and expansion joints. 2. Sign post mounted on barrier. For locations and details, see S -sheets 0 1 2 3 I i I i I i I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 354 624 l ' 02/01 112 R GIS ERED CIVIL ENGINEER DATE QR�FESSI�Nq 09/08/11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 �O C Brett Makley z No. C66397 M Exp. 4. s� CIVIL P 1 ATF OF CALIF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 UNIT 2232 SECTION A -A %411 -1, -oil RETAINING WALL 22 MISCELLANEOUS DETAILS R-6 PROJECT NUMBER & PHASE 0800000744 ww o� 00 wW 0 0 J J a- a - w W Q o� 00 �o > 0 UJ 0 Q O J 0 592'-6" Begin (Measured along "RW33" Line) W a I I Chain Link Railing (Type 7) X Top of Wall rN 0__ _ w J w w aL om w m Q� o 17- w � UU J U) W Q W = U r-) U End Concrete Barrier Wall Type 26A (Mod) Approx OG and FG Datum E I ev 1010.00 along "RW33" Line 10+00 11+00 1 2+00 13+00 14+00 15+00 16+00 Chain Link INDEX TO (B11-52 Rai I ing RETAINING WALL PLANS DEVELOPED MIRROR ELEVATION(Type 7) 1 11=30/-011 Concrete Barrier SHEET NO. TITLE B3-1 L 0 L Type 26A (Mod) R-7 GENERAL PLAN R-8 RETAINING WALL PLAN NO. 1 3 B11-54 R-9 RETAINING WALL PLAN NO. 2 1 "RW33" Line Curb and gutter, R-10 RETAINING WALL PLAN NO. 3 11,E RW = R/W ,ri See "X -SHEETS" R-11 RETAINING WALL PLAN NO. 4 1 Top of Wall N R-12 BARRIER DETAILS R-13 MISCELLANEOUS DETAILS 1 ' I Fractured Begin �� Wall Sta 10+00.00 j = Texture be RW33 Line= I Weep hole PLAN SYMBOLS Sta 691+88.69 "R1" Line 1 o a � c - and pervious g0 3 X98095 LT o .D •� backf i I I 3-1 -Section Ident i f i cation \ o o = Q0 FGA STANDARD PLAN SHEET NOe + o o m DETAIL NO. \\\\ °, 00 O O N .> O N QO I -b (f) + 0 O O rn � Q0 m LA I \ 0, Fr z X L O 225.00 0 71 .23 137.97 X 2689.50 02°01'35" > 95.11 3O 1920.50 a 1 1 1 .1 4 w ® 7998.00 r 289.61 578.96 5O 2618.00 060 02'55" U, 276.38 © 1992000 06°38'52" 115.69 J J Q z 1--, V) 0 a z U z � w m z 0 a J z w z 0 U End Concrete Barrier Wall Type 26A (Mod) Approx OG and FG Datum E I ev 1010.00 along "RW33" Line 10+00 11+00 1 2+00 13+00 14+00 15+00 16+00 Chain Link INDEX TO (B11-52 Rai I ing RETAINING WALL PLANS DEVELOPED MIRROR ELEVATION(Type 7) 1 11=30/-011 Concrete Barrier SHEET NO. TITLE B3-1 L 0 L Type 26A (Mod) R-7 GENERAL PLAN R-8 RETAINING WALL PLAN NO. 1 3 B11-54 R-9 RETAINING WALL PLAN NO. 2 1 "RW33" Line Curb and gutter, R-10 RETAINING WALL PLAN NO. 3 11,E RW = R/W ,ri See "X -SHEETS" R-11 RETAINING WALL PLAN NO. 4 1 Top of Wall N R-12 BARRIER DETAILS R-13 MISCELLANEOUS DETAILS 1 ' I Fractured Begin �� Wall Sta 10+00.00 j = Texture be RW33 Line= I Weep hole PLAN SYMBOLS Sta 691+88.69 "R1" Line 1 o a � c - and pervious g0 3 X98095 LT o .D •� backf i I I 3-1 -Section Ident i f i cation \ o o = Q0 FGA STANDARD PLAN SHEET NOe + o o m DETAIL NO. \\\\ °, 00 O O N .> O N QO I -b (f) + 0 O O rn � Q0 m LA I \ 0, "R1" Line PCC Sta 33+27.32 X Cherry" Line BC Sta 11+37.33 "RW33" Line= Sta 693+25.6T_7R_1rr Line 88028 Lt "RW33" Line = RW Retaining Wall Type 1 (B3-1 TYPICAL SECTION 1/411=1 /-011 Sta 12+75.30 to Sta 15+92.45 "RW33" Line CURVE DATA No. R z T L O 225.00 0 71 .23 137.97 X 2689.50 02°01'35" 47.56 95.11 3O 1920.50 a 1 1 1 .1 4 222.04 ® 7998.00 F- 289.61 578.96 5O 2618.00 060 02'55" 138.32 276.38 © 1992000 06°38'52" 115.69 231.12 V) z a 0 z w a w 0 >� a ° a z rr- U J W o N a - V_ x E �z�w L U Uj Q� Q) .� N 0 0- "R1" Line PCC Sta 33+27.32 X Cherry" Line BC Sta 11+37.33 "RW33" Line= Sta 693+25.6T_7R_1rr Line 88028 Lt "RW33" Line = RW Retaining Wall Type 1 (B3-1 TYPICAL SECTION 1/411=1 /-011 Sta 12+75.30 to Sta 15+92.45 "RW33" Line CURVE DATA No. R Z� T L O 225.00 35007"58" 71 .23 137.97 O2 2689.50 02°01'35" 47.56 95.11 3O 1920.50 06037/27 11 1 1 1 .1 4 222.04 ® 7998.00 04°08'51" 289.61 578.96 5O 2618.00 060 02'55" 138.32 276.38 © 1992000 06°38'52" 115.69 231.12 PRC Sta 12+75.30 "RW33" Lint= -_X Sta 35+11 .11 "CL Cherry" L i ne J 71 .50 Lt ` 1030 � oso \ Cherry Ave PRC Sta 36+03. �o "(L Cherry" Line mss` 34+00 Sta 694+72.16 "R 1 " Line = Sta 33+55089 "CL Cherry" Line J D ' 35+00 \ 1 PLAN 1"=30'-0" PRC Sta 13+70.46 "RW33" Line= Sta 36+03070 Cherry Line 71 050 Lt 14+00 r r End Wa EC Sta 15+92.45 "RW33" Line= Sta 38+34 000 4 Cherry L i ne -1040 � 71.50 Lt EC Sta 38+3408 6 "CL Cherry" Line 36+00 I N00009'1 1 "W I RW Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 355 624 k4D l � 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSION4C Brett Makley z 09/08/11 CD m PLANS APPROVAL DATE � No. C66397 THE STATE OF CAL IFOR/VIA OR ITS OFFICERS _tx Exp. OR AGENTS SHALL NOT BE RESPONSIBL E FOR CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CAL 1F COPIES OF THIS RL AN SHEET T.Y. LIN INTERNATIONAL SANBAG 3550 VINE STREET, SUITE 120 1 1 70 W 3RD STREET RIVERSIDE, CA 92507 SAN BERNARDINO, CA 92410 (*B3-1 LOLL 3" "RW33" Line = R /W Top of Wa I I --,,. .L Fractured Rib Texture USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 7+00 0 1 2 3 t I i I i I 38+00 UNIT 2232 39+00 C: Q0 FG FG Chain Link611-52 Railing (Type 7) For grading see "G -SHEETS" 4 0 � or flatter Retaining wall B3-9 gutter -Weep hole and perviousBO-3 backf i I I 3-1 Retaining Wall Type 1 (B3-1 TYPICAL SECTION 1/411=1 /-011 Sta 10+00 to Sta 12+75.30 "RW3 3" Line RETAINING GENERAL PROJECT NUMBER & PHASE WALL 33 PLAN R-7 0800000744 ww Q� o� 00 ww 0 0 J J 0- 0- ww a o � N O o w> o Q J O 0 r_1 LL = w J LL w w aL n-) n-) w m Q� o �z w UU J U) w Q W = U r-) U II—II , . /-1 A / nII n n / /NII Datum E I ev 1010.00 10+00 11+00 1 DEVELOPED MIRROR ELEVATION g =1 -0 Rr '�+n 1 1 +_�7 _ W C 0 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 356 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2' -oil Typ \j Brett Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 0 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits i n addition to (A62B BORDER LAST REVISED 7/2/2010 f 4:1 or f I atter PLAN N1IIA 11=1 ,_Oil USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES CURVE DATA No. Fr 0 x a ° wn- m 0 71023 137097 a z rr- WALL U J W O PLAN N o- CL w x r v E J w Q J �z�w z 1--, 0 a L LLJ Q� Q) �L U U N z � N 0 0- w LL rr, m z a J z 0 U II—II , . /-1 A / nII n n / /NII Datum E I ev 1010.00 10+00 11+00 1 DEVELOPED MIRROR ELEVATION g =1 -0 Rr '�+n 1 1 +_�7 _ W C 0 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 356 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2' -oil Typ \j Brett Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 0 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits i n addition to (A62B BORDER LAST REVISED 7/2/2010 f 4:1 or f I atter PLAN N1IIA 11=1 ,_Oil USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES CURVE DATA No. R 0 >� a ° wn- m 35°07'58" 71023 137097 a z rr- WALL U J W O PLAN N o- CL V_ x � v E �z�w L LLJ Q� Q) �L U N N 0 0- II—II , . /-1 A / nII n n / /NII Datum E I ev 1010.00 10+00 11+00 1 DEVELOPED MIRROR ELEVATION g =1 -0 Rr '�+n 1 1 +_�7 _ W C 0 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 356 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2' -oil Typ \j Brett Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 0 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits i n addition to (A62B BORDER LAST REVISED 7/2/2010 f 4:1 or f I atter PLAN N1IIA 11=1 ,_Oil USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES CURVE DATA No. R 0 T L 1O 225.00 35°07'58" 71023 137097 0 1 2 3 I i I i I i I UNIT 2232 LEGEND Structure Excavation (Retaining Wal I ) Structure Backf i I I (Retaining Wal 1 ) RETAINING WALL RETAINING WALL PLAN PROJECT NUMBER & PHASE 33 NO. 1 R-8 0800000744 0 rN m w w n, w J J w w H W n i om w m QO o �z w U� U J U) W Qw = Uo U i 11--il . ^ r-, it / „II -7e-1 / „I I Limits of Limits of Cable Rai I i ng Concrete Barrier Type 26A (Mod) A n / nII n n / nll -%kR w A x L > -j 225.00 0 71023 137097 0 2689050 02°01'35" 47056 95011 C:) Z w Q�z� w u J W O U, N o- CL V_ J w Q J z � 0 a ^ v U z � � w ILL rr, m w z a L a J J ; i- U� z 0 U N 0 i 11--il . ^ r-, it / „II -7e-1 / „I I Limits of Limits of Cable Rai I i ng Concrete Barrier Type 26A (Mod) A n / nII n n / nll -%kR R A T L > -j 225.00 35007'58'' 71023 137097 0 2689050 02°01'35" 47056 95011 C:) Z Q�z� u J W O N o- CL V_ x � ^ v E ^ z w L a J ; i- �� N 0 0- L I V v 1 ..,L-/ . .J 1 _ Datum E I ev 1010.00 i Toe ° 12+00 DEVELOPED MIRROR ELEVATION "RW33" Line 12+�0 CURVE DATA S�oPe 09 o� No. R A T L 10 225.00 35007'58'' 71023 137097 0 2689050 02°01'35" 47056 95011 Y8 =1 -0 RW footing, Typ PRC Sta 12+75030 "RW33" Line PLAN NOTES IA11=1 /_011 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 13+00 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 357 624 k4Dl � 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESS"IV4C Brett Makley z 09/08/11 PLANS APPROVAL DATE � No. C66397 THE STATE OF CAL IFOR/VIA OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBL E FOR CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 16' OF CAL COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL SANBAG 3550 VINE STREET, SUITE 120 1 1 70 W 3RD STREET RIVERSIDE, CA 92507 SAN BERNARDINO, CA 92410 Concrete Barrier Type 26A (Mod) i Concrete Barrier Type 26A (Mod) 1 o For Fractured Rib Texture deta i Is, see R-1 3 2. Sta i n on back face of wa I I sha I I extend to bottom of gutter. Do not stain gutter. 0 1 2 3 I i I i I i I UNIT 2232 0 9 LU SECTION A—A 1.=1 I/2=1 ,_0.. RETAINING WALL RETAINING WALL PLAN PROJECT NUMBER & PHASE Q� o� ^^ 00 ww 0 0 J J a- a- ww a o � 33 2: 0 NO. 2N� 'o w �O R-9 < J O 0800000744 0 FN n-) w m QO o wz w u� u w U) w Q W = ur-) u -%kR Fr A X L >� 2689.50 O ° 95011 w n- m 060 372711 1 1 1 .14 222.04 PLAN w a z r u J W O N o- CL V_ I w Q J z 1--, O a n U �� u z � O w w rr, m w z a L Q� w Q) u� z U O v N 0 -%kR R A T L >� 2689.50 a ° 95011 w n- m 060 372711 1 1 1 .14 222.04 PLAN a z rr- u J W O N o- CL V_ X � n U �� E O w L Q� Q) �L U N N 0 0- o along KVV,S3 Line vv%I- F.II%-"I IYF' 3-1 Datum E I ev 1010.00 14+00 DEVELOPED MIRROR ELEVATION a =1 -0 O 0 Ln C J C- 0 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 358 624 k4D l � 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN�C Brett Makley z 09/08/11 PLANS APPROVAL DATE cr No. C66397 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBL E FOR CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CAL IF()o COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 NOTE: SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1 . For SECTION B -B, see R-1 1 . CURVE DATA No. R A T L 0 2689.50 02°01'3511 47056 95011 3O 1920.50 060 372711 1 1 1 .14 222.04 ON Ln C w i 030 � PLAN - Y8 =1 LAN %a=1 ,-0.. USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES Concrete Barrier Type 26A (Mod) 1032 0 1 2 3 I i I i I i I UNIT 2232 RETAINING WALL RETAINING WALL PLAN PROJECT NUMBER & PHASE w w �-- :5 Q� o� 00 ww 0 0 J J a- a - W W � g a o � 33 0 NO. 3> w 0O R-10 J O 0800000744 0 r_1 LL = w 7) V) LL w w n n-) n-) w m QO o �z w UU J U) w Q W = U r-) U -77, n I I Z Datum E I ev 1010.00 along ^''RW33'' Line �� 15+00 DEVELOPED MIRROR ELEVATION a =, 11 —o End Wa 16+00 KInTCC e 1. For Fractured R i b Texture deta i 1 s, see R-1 3 PLAN - 11 ,-0.. CURVE DATA )e 26A (Mod) No. r�- 0 X > � Q 0 w n- m cn WALL a z w U J W r N a- o- V_ x � J w Q J z � 0 a O U z � � w L LL]Q� LL rr, Q) m a ._ z U L a N 0 IL J U� z 0 U -77, n I I Z Datum E I ev 1010.00 along ^''RW33'' Line �� 15+00 DEVELOPED MIRROR ELEVATION a =, 11 —o End Wa 16+00 KInTCC e 1. For Fractured R i b Texture deta i 1 s, see R-1 3 PLAN - 11 ,-0.. CURVE DATA )e 26A (Mod) No. R 0 T > � Q ° w n- m �--� WALL a z U J W O N a- o- V_ x � E O �z�w L LL]Q� Q) a ._ U L Q) N 0 IL -77, n I I Z Datum E I ev 1010.00 along ^''RW33'' Line �� 15+00 DEVELOPED MIRROR ELEVATION a =, 11 —o End Wa 16+00 KInTCC e 1. For Fractured R i b Texture deta i 1 s, see R-1 3 PLAN - 11 ,-0.. CURVE DATA )e 26A (Mod) No. R 0 T L 30 1920050 06°37'27" 111014 222004 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 359 624 -k4Dl� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpNq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IF01'?NI4 OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 \j Brett Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CALIF ��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 3/411=1 ,_oil RETAINING WALL RETAINING WALL PLAN PROJECT NUMBER & PHASE ww a CD 33 =0 RO NO. 4��, p R-11 1 0 0800000744 0 rN n, w J J G om w �o Qw Jz U� J (n Q W U r-) X � O w J Q z 0 U z LL z a J Un z 0 U z O X ~ Q F— O V) z Q 0 z w Q LL] 0 Q wn- m a z rr- U -i w O N a- V_ X � n U E " O U w L LLJ Q) Q i— U �L N N 0 n V) w w n m 0 w U w U Concrete Barrier Type 26A (Mod) rB1-52 '�L CONCRETE BARRIER TYPE 26A (MOD) DETAIL w I/2_1 ,_0.. J Q �- I Note: Reinforcement shown is in addition to w standard reinforcement except as noted For details not shown, see (B11-54 BORDER LAST REVISED 7/2/2010 NIOTF q 1. Install C IDH or concrete block foundation before Concrete Barrier Type 26A (Mod) is constructed 2. Install s i na I pole after Concrete Barrier Type 26A Mod)is constructed. 3. For locations and details of sign posts, see S-6 Place post anchor prior to construction of Concrete Barrier Type 26A (Mod) USERNAME=>$USER DGN FILE => $REQUEST RELATIVE BORDER SCALE IS IN INCHES Signal PoIe, see E-5 for locations and details Concrete Barrier Type 26A (Mod) (B11-52 ��j 0 1 2 3 I i I i I i I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 360 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STATE OF CAL IFOR/VIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET i Po I e, Note 3 C I 0 _ U L O O 0 0�0 -00 70 L C- -0 -0 C O Q D U T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 I/211 po I yestyrene a I I around Curb and gutter, see X -sheets CIDH or concrete block Foundation, see Note 1 SIGNAL POLE THRU TYPE 26A (MOD) BARRIER UNIT 2232 Excep and (ES -71N ��j t as noted \j Brett Brett Makley z Ld No. C66397 M Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RETAINING WALL 33 BARRIER DETAILS R-12 PROJECT NUMBER & PHASE 0800000744 ww o� 00 ww 0 0 J J 0- 0- W W � g a o � No Lo w �0 J O 0 rN x KI o � w m See o w Note 1 w � > w See Q Note 2 0 n, w J J w G w w n n-) n-) w m Q� o �z w UU J U) W Qw = Uo U 0 > w w J Q z 0 z LL z a J z 0 Finished Grade Backf ace of Retaining Wal Deta i I ''A'' Geocompos i Te Drain Detai I "B" WALL SECTION Filter Fabris wrap around 4'' 0 drain 3'' Uns I otted Plastic Pipe 3" mina FTI SECTION A—A 10 mil Polyethylene sheet Bond 6'' to waI 1. Cut hole for 3'' pipe Cap -typo See Note 2 3'' S I otted Plastic Pipe. See Note 2 Tee Connection Bond to Geocompos i to Drain o Level or sloped toward wa Cement Treated Permeable Base w DETAIL "A" DETAIL "B" J a WEEP HOLE AND GEOCOMPOSITE DRAIN w m No Sca I e Alternative to bridge detail BO -3 3-1 NOTES: 1 0 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls). For wa I I s adjacent to s i dewa I ks or curbs, prov i de 4" plastic pipe under sidewalk to discharge through curb face. Exposed wa I I drains shall be located 3'± above finished grade 2. Geocompos i Te drain, cement treated permeable base, and 3'' 0 slotted plastic pipe continuous behind retaining wa I I . 11 11 E " O ^ 2i W F— L LIJ a) a i - CU �L N N 0 0- USERNAME=>�USER BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST C-- 1%1--I-- n MIRROR ELEVATION CHAIN LINK RAILING TRANSITION I/411=1 ,-0.. C Fractured R i b valley, Note 5 2" Face of wa I FRACTURED RIB TEXTURE DETAIL RELATIVE BORDER SCALE IS IN INCHES No Scale 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 361 624 k4D l � 4 02101112 R GIS ERED CIVIL ENGINEER DATE �o QR�FESSI���C Brett Makley z 09/08/11 CD M UJ M PLANS APPROVAL DATE No. C66397 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBL E FOR Is, CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 9T16' OF CAL COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Concrete Barrier Type 26A (Mod) Post Pocket _ Tube Post I _l, 8 112 l0 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 TYPE 1 WALL POST ANCHORAGE DETAIL 1 =1 '-0" Sta 10+00 to Sta 12+75.30 ''RW33'' I o 1 n B11-52 RETAINING WALL 33 MISCELLANEOUS DETAILS R-13 PROJECT NUMBER & PHASE 0800000744 ww o� ^^ 00 ww 0 0 J J ww a o � No Lo w �0 Q J O kR Cap ends of pipe. Prov i de Tee connection CT each 4 0 a I n o -' ¢ 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. Ly O 4o Wire mesh across gap continuous. ^ 5. Permissible location of weakened plane and expansion joints. E " O ^ 2i W F— L LIJ a) a i - CU �L N N 0 0- USERNAME=>�USER BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST C-- 1%1--I-- n MIRROR ELEVATION CHAIN LINK RAILING TRANSITION I/411=1 ,-0.. C Fractured R i b valley, Note 5 2" Face of wa I FRACTURED RIB TEXTURE DETAIL RELATIVE BORDER SCALE IS IN INCHES No Scale 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 361 624 k4D l � 4 02101112 R GIS ERED CIVIL ENGINEER DATE �o QR�FESSI���C Brett Makley z 09/08/11 CD M UJ M PLANS APPROVAL DATE No. C66397 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBL E FOR Is, CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 9T16' OF CAL COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Concrete Barrier Type 26A (Mod) Post Pocket _ Tube Post I _l, 8 112 l0 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 TYPE 1 WALL POST ANCHORAGE DETAIL 1 =1 '-0" Sta 10+00 to Sta 12+75.30 ''RW33'' I o 1 n B11-52 RETAINING WALL 33 MISCELLANEOUS DETAILS R-13 PROJECT NUMBER & PHASE 0800000744 ww o� ^^ 00 ww 0 0 J J ww a o � No Lo w �0 Q J O Begin Wa 1 1 548'-1 " (Measured a long Wa I I "RW688" LOL) Cherry Avenue OC Bridge No. 54-0543 - End Wa I I Approx OG along Cable ra i I i ng "RW688" LOL Concrete Barrier Type 60D - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Top of Wall -------- Datum E I ev 1010.00 1 0+00 PLAN SYMBOLS Section Ident i f !cation Q� o --Jz w �C i U) W STANDARD PLAN SHEET NO. Qw = Uo U DETAIL NO. x 0 w w J Q z 0 U z w z a J U� z 0 U 688+00 BORDER LAST REVISED 7/2/2010 OZO 10 + 0 0 -� 11+00 11+00 - Begin 1+00 - \Begin Wall Stc 10+00°000 "RW688" LOL= Sta 688+50.00 "R1" Line 10073 Rt 1025 - 12+00 13+00 F G DEVELOPED ELEVATION I =30/-O'' USERNAME=>$USER DGN FILE => $REQUEST PLAN 1 =30/-O'' RELATIVE BORDER SCALE IS IN INCHES 14+00 15+00 INDEX TO RETAINING WALL PLANS SHEET NO. R-14 R-15 R-16 R-1 7 R-18 R-19 R-20 R-21 R-22 TITLE GENERAL PLAN RETAINING WALL PLAN NO. 1 RETAINING WALL PLAN NO. 2 RETAINING WALL PLAN NO. 3 RETAINING WALL PLAN NO. 4 ARCHITECTURAL DETAILS NO. 1 ARCHITECTURAL DETAILS NO. 2 ARCHITECTURAL DETAILS NO. 3 DRAINAGE DETAILS L --1 1\1j rr� i 1 Sta 15+48.09 "RW688" LC Sta 693+96.88 "R1 " Line 47.11 Rt 0 1 2 3 I i I i I i I Cherry Ave UNIT 2232 Cable railing Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 362 624 l ' 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSION4C Brett Makley z 09/08/11 PLANS APPROVAL DATE No. C66397 THE STATE OF CAL IFORNIA OR ITS OFFICERS Exp . OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� CIVIL tiP THE ACCURACY OR COMPL ETENESS OF SCANNED 9TF OF CAL 1F COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 11-47 For Grading see "G -SHEETS" 40 or ffer- --- FG Retaining wa1 1 1133-9 gutter Weep hole and pervious BO -3 backf i 1 1 3-1 Retaining Wa11 Type 1 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 "RW688" LOL RW LOL Top of Wal 1 �r Architectural Treatment z Concrete = Barrier 0 Type 60D °L 0 0 > o x c9 Q t - BORDER LAST REVISED 7/2/2010 OZO 10 + 0 0 -� 11+00 11+00 - Begin 1+00 - \Begin Wall Stc 10+00°000 "RW688" LOL= Sta 688+50.00 "R1" Line 10073 Rt 1025 - 12+00 13+00 F G DEVELOPED ELEVATION I =30/-O'' USERNAME=>$USER DGN FILE => $REQUEST PLAN 1 =30/-O'' RELATIVE BORDER SCALE IS IN INCHES 14+00 15+00 INDEX TO RETAINING WALL PLANS SHEET NO. R-14 R-15 R-16 R-1 7 R-18 R-19 R-20 R-21 R-22 TITLE GENERAL PLAN RETAINING WALL PLAN NO. 1 RETAINING WALL PLAN NO. 2 RETAINING WALL PLAN NO. 3 RETAINING WALL PLAN NO. 4 ARCHITECTURAL DETAILS NO. 1 ARCHITECTURAL DETAILS NO. 2 ARCHITECTURAL DETAILS NO. 3 DRAINAGE DETAILS L --1 1\1j rr� i 1 Sta 15+48.09 "RW688" LC Sta 693+96.88 "R1 " Line 47.11 Rt 0 1 2 3 I i I i I i I Cherry Ave UNIT 2232 Cable railing Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 362 624 l ' 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSION4C Brett Makley z 09/08/11 PLANS APPROVAL DATE No. C66397 THE STATE OF CAL IFORNIA OR ITS OFFICERS Exp . OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� CIVIL tiP THE ACCURACY OR COMPL ETENESS OF SCANNED 9TF OF CAL 1F COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 11-47 For Grading see "G -SHEETS" 40 or ffer- --- FG Retaining wa1 1 1133-9 gutter Weep hole and pervious BO -3 backf i 1 1 3-1 Retaining Wa11 Type 1 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 "RW688" LOL RW LOL Top of Wal 1 �r Architectural Treatment Concrete = Barrier C:, Type 60D °L 0 0 > o (/F c9 TYPICAL SECTION /4 II=1 /—Oil RETAINING WALL 688 GENERAL PLAN R-14 PROJECT NUMBER & PHASE 0800000744 ww �-- :5 a o ^ ^ a o w w 0 0 J J W W � g a CD 0 No �o Li �o ao J o 0 r_1 om w m Q� o �z w UU J U) w Q W = U r-) U -inn/ ill DEVELOPED ELEVATION- 1/8 LEVATION I/8=1 ,_0.. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 363 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2'-0il Typ �o Brett Makley z Ld No. C66397 M Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits i n addition to rA62B ��j I N C t 11+00 PLAN — 11 ,_0.. USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I p UNIT 2232 LEGEND Structure Excavation (Retaining Wall) Structure Backf i I I (Retaining Wall) ww 0 0 J J a- a- < - RETAINING WALL 688 RETAINING WALL PLAN NO. 1 '"o R-15 < 1 0 PROJECT NUMBER & PHASE 0800000744 r�- x >-j 0 wn- m� a z w U J W r N a- V_ x � J w n Q J z � 0 a O U w z � � w L U Uj LL rr, Q) m .� z a N 0 0- J z 0 U -inn/ ill DEVELOPED ELEVATION- 1/8 LEVATION I/8=1 ,_0.. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 363 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2'-0il Typ �o Brett Makley z Ld No. C66397 M Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits i n addition to rA62B ��j I N C t 11+00 PLAN — 11 ,_0.. USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I p UNIT 2232 LEGEND Structure Excavation (Retaining Wall) Structure Backf i I I (Retaining Wall) ww 0 0 J J a- a- < - RETAINING WALL 688 RETAINING WALL PLAN NO. 1 '"o R-15 < 1 0 PROJECT NUMBER & PHASE 0800000744 >-j wn- m� a z U J W O N a- V_ x � n U �� E O z w L U Uj Q� Q) .� N 0 0- -inn/ ill DEVELOPED ELEVATION- 1/8 LEVATION I/8=1 ,_0.. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 363 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2'-0il Typ �o Brett Makley z Ld No. C66397 M Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits i n addition to rA62B ��j I N C t 11+00 PLAN — 11 ,_0.. USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I p UNIT 2232 LEGEND Structure Excavation (Retaining Wall) Structure Backf i I I (Retaining Wall) ww 0 0 J J a- a- < - RETAINING WALL 688 RETAINING WALL PLAN NO. 1 '"o R-15 < 1 0 PROJECT NUMBER & PHASE 0800000744 0 r_1 Q__ = w J W W r i n-) n-) w m Q� o �z w U� U J U) w Q W = U r-) U 4 nn, 4 11 „/-/ nll -% w x > � O w n- m �--� w a z r U J W O N a- o- V_ J w Q J z � O a n U U z � O � w w rr, m z a L LLJQ� J Q) U� z O U V)0IL 4 nn, 4 11 „/-/ nll -% kR > � Q w n- m �--� a z U J W O N a- o- V_ x � n U E O �z�w L LLJQ� Q) a ._ V)0IL N U I L I G V I V I -7 C_ 775;G 1 Datum E I ev 1 01 0.00 t t 12+00 DEVELOPED ELEVATION- 1/8 LEVATION i�8=1 ,_0.. -r_ - _ r _ i _- _ 13+00 H• J i Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 364 624 k4Dl � 4 02101112 R GIS ERED CIVIL ENGINEER DATE �o QR�FESSION�C Brett Makley z 09/08/11 CD M PLANS APPROVAL DATE No. C66397 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CAL IF ��� COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 PLAN- A , it ALJ W =1 -0 o � a o w w 0 0 J J 0- a - W LLJ � g a o � RETAINING WALL 688 RETAINING WALL PLAN NO. 2 w o O R-16 1 0 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DCN FILE -> REQUEST IS IN INCHES I I I I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000744 0 FN x LL w LL w w r i om w m Q� o �z w u� u J U) W Qw = U r-) U 0 w r J Q z 0 u z w z Q J z 0 u w a w m -7n/ nll nn/ nll BORDER LAST REVISED 7/2/2010 L I�— w I V L L o I L V I I Datum E I ev 1010.00 i USERNAME=>$USER DGN FILE => $REQUEST i 14+00 DEVELOPED ELEVATION 4 01 or f I atter 1/8 11=1 ,_oil PLAN RELATIVE BORDER SCALE IS IN INCHES 1OA5 RW footing, Typ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 365 624 k4Dl � 4 02/01 /1 2 R GIS ERED CIVIL ENGINEER DATE �o QR�FESSION4C <2 Brett Makley z 09/08/11 CD m PLANS APPROVAL DATE cr No. C66397 THE STATE OF CAL IFORNI4 OR ITS OFFICERS -tx Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 9TF 0 CAL IF��� COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 � Top of slope SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 w w Q 1045 o0 ww 0 0 J J a- a- ww a CD RETAINING WALL 688 RETAINING WALL PLAN NO. 3 wo p R-17 1 0 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 1 1 1 1 1 1 1 z 0 x Q F- 0 V) z a O H— Z W Q W D -%kR >� a ° wrrm a z u J W O N a- V_ x � E O �z�w L LLJQ� Q) a ._ U L Q) N 0 IL BORDER LAST REVISED 7/2/2010 L I�— w I V L L o I L V I I Datum E I ev 1010.00 i USERNAME=>$USER DGN FILE => $REQUEST i 14+00 DEVELOPED ELEVATION 4 01 or f I atter 1/8 11=1 ,_oil PLAN RELATIVE BORDER SCALE IS IN INCHES 1OA5 RW footing, Typ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 365 624 k4Dl � 4 02/01 /1 2 R GIS ERED CIVIL ENGINEER DATE �o QR�FESSION4C <2 Brett Makley z 09/08/11 CD m PLANS APPROVAL DATE cr No. C66397 THE STATE OF CAL IFORNI4 OR ITS OFFICERS -tx Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 9TF 0 CAL IF��� COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 � Top of slope SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 w w Q 1045 o0 ww 0 0 J J a- a- ww a CD RETAINING WALL 688 RETAINING WALL PLAN NO. 3 wo p R-17 1 0 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 1 1 1 1 1 1 1 0 r_1 I Q m w m Q� Q �z w Uu J U) w Q W = uQ u .. -7n/ n11 -7rn/ nII /\L — — I n. /'1/'� N I I 15+00 DEVELOPED ELEVATION I/8-1 /_0.. ,ape 60D I-------------------------------{ PLAN Y�II-1 /_OII USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I e OC oting Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 366 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IF01'NI4 OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makley z No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 w w Q o � 0 0 ww 0 0 J J a- a- < - RETAINING WALL 688 RETAINING WALL PLAN NO. 4''0 R-18 < 1 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 r�- i x > -J Q 0 wn- m� a z w u J W w N a- a- V - u, � J J n Q U z � 0 a O u z � � w L LL rr, Q) m �L z U a N 0 0- J u� z 0 u .. -7n/ n11 -7rn/ nII /\L — — I n. /'1/'� N I I 15+00 DEVELOPED ELEVATION I/8-1 /_0.. ,ape 60D I-------------------------------{ PLAN Y�II-1 /_OII USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I e OC oting Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 366 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IF01'NI4 OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makley z No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 w w Q o � 0 0 ww 0 0 J J a- a- < - RETAINING WALL 688 RETAINING WALL PLAN NO. 4''0 R-18 < 1 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 i > -J Q wn- m� a z u J W O N a- a- V - x � n U E O �z�w I- L Q� Q) �L U N N 0 0- .. -7n/ n11 -7rn/ nII /\L — — I n. /'1/'� N I I 15+00 DEVELOPED ELEVATION I/8-1 /_0.. ,ape 60D I-------------------------------{ PLAN Y�II-1 /_OII USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I e OC oting Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 366 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IF01'NI4 OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makley z No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 w w Q o � 0 0 ww 0 0 J J a- a- < - RETAINING WALL 688 RETAINING WALL PLAN NO. 4''0 R-18 < 1 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS Limits of payment for Prepare and Stain Concrete 08 SBd 10 12.3/14.1 367 624 1 1 2 -1 0 Limits of payment ���'� 02101112 R�FESSIO for Architectural R GIS ERED CIVIL ENGINEER DATE �o e Nq� X 435'-0%" Limits of payment for Architectural Treatment (Type C) Treatment (Type B) Chery Avenue OC 1� „ „ „ „ U-)BrettMakley z (Measured along RW688 LOL) (Measured along RW688 LOL) Bridge No. 54-0543 09/08/11 PLANS APPROVAL DATE No. C66397 End Wa I I Exp. THE STATE OF CAL IFOR/VIA OR ITS OFFICERS Begin Wall A p p r o x OG along OR AGENTS SHALL NOT BE RESPONSIBLE FOR C I V I L tiP R W 6 8 8 L 0 L -� _ Match groove l i n e s COPIES OFTHE ACr OR THIS PLAN S SHEET. ESS OF SCANNED 9TF OF CAL IF��� Top of :�_�----------------------------------- --_- WaII __________--7' , to Abutment ` ri ri T.Y. LIN INTERNATIONAL SANBAG 3550 VINE STREET, SUITE 120 1 1 70 W 3RD STREET o ----- SAN BERNARDINO, CA 92410 w __ ---- ____= RIVERSIDE, CA 92507 o > Datum E I ev 1010.00 FG NOTES w 10+00 11+00 1 2+00 13+00 14+00 15+00 � Q 1 o For "Motif Elevations'', see "R-1 9" sheet ARCHITECTURAL TREATMENT KEYMAP-DEVELOPED ELEVATION 20 For "SECTION A -A", "SECTION B -B" and 1 "=30'-0" "SECTION C -C", see "R-20" sheet. 3. For "DETAIL 1'', see "R-20" sheet X Fluted Fin Texture only Motif B Motif A Motif B w 147 '- 01/4" 4 8'- 0" 4 8'- 0" 48/-o " J -- J :2 � `� Motif A & B :2� Begin Wall Insertion Point 2 Motif B Fluted F i n w Concrete Barrier Insertion Point 1 Texture, Typ w Type 60D Top of E I ev 1028.37 E I ev 1029.16 Wa I I Sta 11+95.03 Sta 12+43.03 I O Top reveal 0 Ij rn ---- --- + w m ------------ 0 ------------------- ----- 1 011 Q�------------- LU Wiliti U U ------- --- --------------------- -- N -------------------------------------------------------------------------------- •- QW = U � U U X o Datum E I ev 1010.00 ° � > w 10+00 11+00 1 2+00 "' J w DEVELOPED ELEVATION QJ z <1 "=1 0,_0ll o a U z � � w Motif B Motif A Motif B Motif A Custom A Chery Avenue OC z 48'-0" 48'-0" 48'-0" 48'-0" 112'-10" Bridge No. 54-0543 JB End Wa o Motif A & B Custom A ---- Insertion AMotifC Fluted Fin --------------- A Insertion ► �------ Texture, Typ Point 4 ► Concrete Point 3 Top of Insertion Point 3 12/W x 13/H o Barrier E I ev 1034.49 WaII Top reveal E I ev 1034.48 Test Panel III Location E I ev 1030.12 Type 60D Sta 1 4+34.99 - _ _ _ ,___ ;__- -�---� Match groove I i nes X Q Sta 13+39.03 to Abutment F— _--r-- -- i - + MORIM140 V---------------------------------------- ------------- 6B-,o ---- ---------------- O------ --------------------- ---------------- ------ - ------ ---- - ------ ---- - ------ ---- - ----- ZC ---------------- W '— Q B DETAIL 1 C �w + A w w ° �:5 o Datum E I ev 1010.00 C -E4 -60, 14+00 15+00 > JQ 1 3+00 w� wn- m �"' a�z ~o~ DEVELOPED ELEVATION Lw X 111=1 0,_0.. Q a RETAINING WALL 688 0 z-� ARCHITECTURAL DETAILS NO. 1 2c) wo Q I 1 R-19 0< 0 U N O N o a_ USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE -> REQUEST Is IN INCHES I I I I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000744 x �4 w J E- J V) W � H Ld i om w m Q� o �z w U U J Ln w Q W = Uo U Motif A 48'-011 n T P- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 -p11 9 Typ _ O I I I I I I I I I I I I I I I I Grid Spacing I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �I i I I I I I I I I I I I I I I I I I I I I I I I I I I + I I + I I I I I I I I I I I I I I I I I I I + I I I I I I I I FTI -�-----1-----�----�--- - --- - C Insertion ' Point 3 + I I 1 I p ---------------------- ------------ ---- ---- ------------- - - - - -- ------- - - - - -- I I I I I+ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E I I I I I I I I I _'F I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I ------'-----' ----' ' - - -- '----- -----' - ' - - - -'--------- I- - - - -' ----' ---- I I F Fluted F i n Insertion Point 2 Texture, Typ TYPICAL MOTIF A ELEVATION. 3/611 II=1 /-p11 Motif B 48 /- 011 a� >) °U ,-p11 Typ 1 2 3 4 5 6 7 8 9 10 1 1 12 1 3 14 1 5 16 3 I I I I I I O Grid Spac i ng ,� 7C) I I I I I I I M °L I I I I I I I 0 I I I I I I I I I I I I I I I I ---1-----1-----L ---- ---------I-----I---------------------------------� ---- ---- -- -- Insertion- q I I I I I I I I I I I I I I I I I I I I I I Point 3 I I I I I I I I I I I I I I I I I I I ---1- -------------------------------- -- ------------------ I----- B ---- - - - L� I I I I I I I I I I I I I I I I I I I I I I I I I I + I --------- - - - - - - C I + I I I I I I + I I I + I I I I I I I I I I I I p I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IL I I I I I I I I -------1-----L----1----1----J-----1-----L----L----1----J-----1-----L----L----1----J-------- F I I I I I I I I I 1 I I I I I I Insertion Point 2 Fluted Fin J Insertion Point 1 Texture, Typ TYPICAL MOTIF B ELEVATION 3/611=1 /-p11 NOTE: Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 368 624 l ' ��/j 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSI�Nq 09 A Z'" PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makle z Ld No. C66397 M Exp. qTF S, IV � CIL P 1 OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1. Fluted F i n Texture not shown for clarity. LEGEND 1 0 + - Indicates Vertical Grid Line - Indicates HorizontaI Grid Line - Indicates 3" raised relief n, I x EPr > J Q O wpm In 1 1 2 '-1011 w U J W In fA f9 {fl X � J LTJ � II Q J z Y O Q O r) N g F Grid Spacing U LL z � a L --------------------------- w Uj m LL r1r >_ m -L z U Q In 0 d J � I �- 1 2 3 4 5 6 7 8 9 10 11 12 z 15 16 17 18 19 20 21 22 O 31 32 33 34 35 36 37 U Motif A 48'-011 n T P- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 -p11 9 Typ _ O I I I I I I I I I I I I I I I I Grid Spacing I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �I i I I I I I I I I I I I I I I I I I I I I I I I I I I + I I + I I I I I I I I I I I I I I I I I I I + I I I I I I I I FTI -�-----1-----�----�--- - --- - C Insertion ' Point 3 + I I 1 I p ---------------------- ------------ ---- ---- ------------- - - - - -- ------- - - - - -- I I I I I+ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E I I I I I I I I I _'F I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I ------'-----' ----' ' - - -- '----- -----' - ' - - - -'--------- I- - - - -' ----' ---- I I F Fluted F i n Insertion Point 2 Texture, Typ TYPICAL MOTIF A ELEVATION. 3/611 II=1 /-p11 Motif B 48 /- 011 a� >) °U ,-p11 Typ 1 2 3 4 5 6 7 8 9 10 1 1 12 1 3 14 1 5 16 3 I I I I I I O Grid Spac i ng ,� 7C) I I I I I I I M °L I I I I I I I 0 I I I I I I I I I I I I I I I I ---1-----1-----L ---- ---------I-----I---------------------------------� ---- ---- -- -- Insertion- q I I I I I I I I I I I I I I I I I I I I I I Point 3 I I I I I I I I I I I I I I I I I I I ---1- -------------------------------- -- ------------------ I----- B ---- - - - L� I I I I I I I I I I I I I I I I I I I I I I I I I I + I --------- - - - - - - C I + I I I I I I + I I I + I I I I I I I I I I I I p I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IL I I I I I I I I -------1-----L----1----1----J-----1-----L----L----1----J-----1-----L----L----1----J-------- F I I I I I I I I I 1 I I I I I I Insertion Point 2 Fluted Fin J Insertion Point 1 Texture, Typ TYPICAL MOTIF B ELEVATION 3/611=1 /-p11 NOTE: Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 368 624 l ' ��/j 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSI�Nq 09 A Z'" PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makle z Ld No. C66397 M Exp. qTF S, IV � CIL P 1 OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1. Fluted F i n Texture not shown for clarity. LEGEND 1 0 + - Indicates Vertical Grid Line - Indicates HorizontaI Grid Line - Indicates 3" raised relief I EPr > J Q Custom A wpm I I I I I I 1 1 2 '-1011 U J W O fA f9 {fl X � I I I I _�- �2_-- -]�--------- � II U II E O r) N g F Grid Spacing Z LL nL a L --------------------------- Uj m Q >_ -L V) U N In 0 d Motif A 48'-011 n T P- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 -p11 9 Typ _ O I I I I I I I I I I I I I I I I Grid Spacing I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �I i I I I I I I I I I I I I I I I I I I I I I I I I I I + I I + I I I I I I I I I I I I I I I I I I I + I I I I I I I I FTI -�-----1-----�----�--- - --- - C Insertion ' Point 3 + I I 1 I p ---------------------- ------------ ---- ---- ------------- - - - - -- ------- - - - - -- I I I I I+ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E I I I I I I I I I _'F I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I ------'-----' ----' ' - - -- '----- -----' - ' - - - -'--------- I- - - - -' ----' ---- I I F Fluted F i n Insertion Point 2 Texture, Typ TYPICAL MOTIF A ELEVATION. 3/611 II=1 /-p11 Motif B 48 /- 011 a� >) °U ,-p11 Typ 1 2 3 4 5 6 7 8 9 10 1 1 12 1 3 14 1 5 16 3 I I I I I I O Grid Spac i ng ,� 7C) I I I I I I I M °L I I I I I I I 0 I I I I I I I I I I I I I I I I ---1-----1-----L ---- ---------I-----I---------------------------------� ---- ---- -- -- Insertion- q I I I I I I I I I I I I I I I I I I I I I I Point 3 I I I I I I I I I I I I I I I I I I I ---1- -------------------------------- -- ------------------ I----- B ---- - - - L� I I I I I I I I I I I I I I I I I I I I I I I I I I + I --------- - - - - - - C I + I I I I I I + I I I + I I I I I I I I I I I I p I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IL I I I I I I I I -------1-----L----1----1----J-----1-----L----L----1----J-----1-----L----L----1----J-------- F I I I I I I I I I 1 I I I I I I Insertion Point 2 Fluted Fin J Insertion Point 1 Texture, Typ TYPICAL MOTIF B ELEVATION 3/611=1 /-p11 NOTE: Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 368 624 l ' ��/j 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSI�Nq 09 A Z'" PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makle z Ld No. C66397 M Exp. qTF S, IV � CIL P 1 OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1. Fluted F i n Texture not shown for clarity. LEGEND 1 0 + - Indicates Vertical Grid Line - Indicates HorizontaI Grid Line - Indicates 3" raised relief CUSTOM A ELEVATION 3/611_1 /-p11 BORDER LAST REVISED 7/2/2010 USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES Fluted Fin Texture, Typ 0 1 2 3 I i I i I i I Insertion Point 4 UNIT 2232 Match groove lines to Abutment RETAINING WALL 688 ARCHITECTURAL DETAILS NO. 2 R-20 PROJECT NUMBER & PHASE 0800000744 W W �1:5 Q� o� D p ww O p J J IZ IZ w w ­­ g Q o � O o w> O a O J O Custom A I I I I I I 1 1 2 '-1011 I I I I _�- �2_-- -]�--------- Typ r) c g F Grid Spacing L --------------------------- � I �- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 O I -- ___r-__--- _T_+_--_ i- � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _--'1--- M °L + I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I\ 1 I\ + 1 I I - q -----II ----- -----II ------ Ir----It----4I -----1II -----I -----IrI ----II I -----II -----IrI ---- I ----rtI ----1IF ----II 1 \- --- ____II_ _-- -TI rI \i --- _ + I I I I I ► I I I I I I I I I I I I I I I Ir I II I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ 1 1 i I \ 1 + I I -�-- B - - I I I I I ---------------------+---- ---------I-----H----f----+----��----I----- I I ----1-----+I----�-----I-----I----- I II I I - - I I I I I�-- - -----I-- -- ----+---±--i- ------- I I I I 1 +I - ----4---- -----I-- -I__ --- + I 1 I ___---t-- I I I I I I I I I I I I I + I I - I I I I I I I I I I + I I + I I I I \ 1 I + \ + I I I I I I I I I I I I I I I I I I+ I I I I I I I I I I I I I I I I I I I I \ ► I __+----_,--- I I I I I I I I I I I I I I I + I + I+ I I I I I I I + I I + I I I I + I I I I II c \ 1 I I + I \ \ 1 + I I I I I I I I + I I+ I I I I I I I I I I +I I I I I I I I I \` + p ------- ----------------------- ---- ----- 1----I-----L -- ---- - - - - -- - + -------- - - -�+ ---- 1-----1-----I- --� ----F ----- - - - - - -- -- - -------I-----1------ ----L + - + ----1----I-----L---�-- -- - -----\ _� __-_-� --- I I I I + I I I I I I I I + I I I I I I I I + I I + I I I I I I I I I + I I 1 I I--� \\ 1 ; + ; 1 I I I I I I I + I I I + I + I I II i I I I I I I I I I I I I I \ \ \ +J -_-- EI ------- I + I I I I I+ I I +I I + I + I I I II I I� I I I I I I I I I \ ;+ I I + + I +___--I + +\ +\ L---- I I I I I I I I--t--t--t--rt' I I I I I I I I I I CUSTOM A ELEVATION 3/611_1 /-p11 BORDER LAST REVISED 7/2/2010 USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES Fluted Fin Texture, Typ 0 1 2 3 I i I i I i I Insertion Point 4 UNIT 2232 Match groove lines to Abutment RETAINING WALL 688 ARCHITECTURAL DETAILS NO. 2 R-20 PROJECT NUMBER & PHASE 0800000744 W W �1:5 Q� o� D p ww O p J J IZ IZ w w ­­ g Q o � O o w> O a O J O x �4 S SECTION A—A Y2 =1 _0.. 1/4" chamfer, Typ Typical for acute corners DETAIL 1- 1 RW LOI Wa Reinf SECTION B—B- '/2 ..=1 ,_0.. %4" chamfer, Typ DETAIL 2 1 1/2 ..=1 ,_0.. L• � U SECTION C—C Y2 =1 ,_0.. LEGEND + - Indicates 3" raised relief nIOTC C e a) 1 . Unless noted otherwise, slope perpendicuIar a) surfaces of architectural treatment 100 max L to facilitate form I i ner removal. a 0 2. Permissible location of weekend plane and expansion joints. BORDER LAST REVISED 7/2/2010 USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES 3. Stain on back face of wall shall extend to bottom of gutter. Do not stain gutter. 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 369 624 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSI�Nq 0" AZAS PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS RL AN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makle z Ld No. C66397 M Exp. s� CIVIL P qTF CF CALIF 1 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 C Fluted Fin valley, Note 2 N SAMPLE FLUTED FIN TEXTURE ELEVATION 3" = 1 '-0" r�1 Wall Reinf 1 (/21114 10 9 Typ ----- ----- ----- ----- -- ---- 4" I RW LOL 1 Y2119 Typ C F I uted Fin valley, Note 2 SECTION D—D 3" = 1 -0" W W �1:5 Q� o� D p W W 0 0 J J 0- 0 - RETAINING WALL 688 ARCHITECTURAL DETAILS NO. 3''0O 0 R-21 00 PROJECT NUMBER & PHASE 0800000744 n, x ffl > J Q 0 W r�- m V) C) Z W U J W n (J) W fA f9 W {fl LL x � J J � Q U z Y 0 a O U w z � a w Li m LL ac >_ m �L z U a N 0 d J z 0 U S SECTION A—A Y2 =1 _0.. 1/4" chamfer, Typ Typical for acute corners DETAIL 1- 1 RW LOI Wa Reinf SECTION B—B- '/2 ..=1 ,_0.. %4" chamfer, Typ DETAIL 2 1 1/2 ..=1 ,_0.. L• � U SECTION C—C Y2 =1 ,_0.. LEGEND + - Indicates 3" raised relief nIOTC C e a) 1 . Unless noted otherwise, slope perpendicuIar a) surfaces of architectural treatment 100 max L to facilitate form I i ner removal. a 0 2. Permissible location of weekend plane and expansion joints. BORDER LAST REVISED 7/2/2010 USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES 3. Stain on back face of wall shall extend to bottom of gutter. Do not stain gutter. 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 369 624 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSI�Nq 0" AZAS PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS RL AN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makle z Ld No. C66397 M Exp. s� CIVIL P qTF CF CALIF 1 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 C Fluted Fin valley, Note 2 N SAMPLE FLUTED FIN TEXTURE ELEVATION 3" = 1 '-0" r�1 Wall Reinf 1 (/21114 10 9 Typ ----- ----- ----- ----- -- ---- 4" I RW LOL 1 Y2119 Typ C F I uted Fin valley, Note 2 SECTION D—D 3" = 1 -0" W W �1:5 Q� o� D p W W 0 0 J J 0- 0 - RETAINING WALL 688 ARCHITECTURAL DETAILS NO. 3''0O 0 R-21 00 PROJECT NUMBER & PHASE 0800000744 ffl > J Q W r�- m ~ C) Z U J W O (J) W fA f9 W {fl LL x � � U �� E O Z w nL a Li m Q >_ �L V) U N N 0 d S SECTION A—A Y2 =1 _0.. 1/4" chamfer, Typ Typical for acute corners DETAIL 1- 1 RW LOI Wa Reinf SECTION B—B- '/2 ..=1 ,_0.. %4" chamfer, Typ DETAIL 2 1 1/2 ..=1 ,_0.. L• � U SECTION C—C Y2 =1 ,_0.. LEGEND + - Indicates 3" raised relief nIOTC C e a) 1 . Unless noted otherwise, slope perpendicuIar a) surfaces of architectural treatment 100 max L to facilitate form I i ner removal. a 0 2. Permissible location of weekend plane and expansion joints. BORDER LAST REVISED 7/2/2010 USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES 3. Stain on back face of wall shall extend to bottom of gutter. Do not stain gutter. 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 369 624 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSI�Nq 0" AZAS PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS RL AN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makle z Ld No. C66397 M Exp. s� CIVIL P qTF CF CALIF 1 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 C Fluted Fin valley, Note 2 N SAMPLE FLUTED FIN TEXTURE ELEVATION 3" = 1 '-0" r�1 Wall Reinf 1 (/21114 10 9 Typ ----- ----- ----- ----- -- ---- 4" I RW LOL 1 Y2119 Typ C F I uted Fin valley, Note 2 SECTION D—D 3" = 1 -0" W W �1:5 Q� o� D p W W 0 0 J J 0- 0 - RETAINING WALL 688 ARCHITECTURAL DETAILS NO. 3''0O 0 R-21 00 PROJECT NUMBER & PHASE 0800000744 0 rN X CC O w r J Q z 0 U z LL z Q J U� z 0 U i f» > _ Q w n- m �--� a z rr- U_jw N a- V_ X � n U E " U w L Q i— CU �L N N 0 D_ 0 w U w U w Q w M See Note 1 See Note 2 Finished arade Backface of Retaining Wa Deta i I "A" Geocompos i to Drain Detai I "B" WALL SECTION Filter Fabris wrap around DETAIL "A" BORDER LAST REVISED 7/2/2010 4" 0 drain 3" Uns I otted Plastic Pipe 3" mina SECTION A—A 10 mil Polyethylene sheet Bond 6" to wa Cut hole for 3" pipe — Cap-typ. See Note 2 3" S I otted Plastic Pipe. See Note 2 Tee Connection Bond to Geocomposite A Drain E Leve I or s I oped toward wa Cement Treated Permeable Base DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale ALTERNATIVE TO BRIDGE DETAIL USERNAME=>$USER DGN FILE => $REQUEST RELATIVE BORDER SCALE IS IN INCHES NOTES 1. 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls)° For wa I I s adjacent to s i dewa I ks or curbs, provide 4" plastic pipe under sidewalk to discharge through curb face Exposed wall drains shall be located 3"t above finished grade. 2. Geocompos i to drain, cement treated permeable base, and 3" 0 slotted plastis pipe continuous behind retaining wall. Cap ends of pipe. ProvIde "Tee" connection at each 4' 0 drain. 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 370 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STATE OF CAL IFOR/VIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makley z Ld No. C66397 M Exp. s� CIVIL P 9TF OF CAL 1F ti SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RETAINING WALL 688 DRAINAGE DETAILS R-22 PROJECT NUMBER & PHASE 0800000744 ww o � a o w w 0 0 J J 0- 0- W W � g a o � No Lo w �o Qo J O M In w J LL w w om w m Q� o �z w U U J U/ W Qw = U r-) U 0 F �0'- 8" Cherry Avenue OC 10+00 11+00 1 2+00 13+00 14+00 15+00 16+00 PLAN SYMBOLS x 0 V) > —Section Ident i f !cation w `� STANDARD PLAN SHEET NO. J w a J z � DETAIL NO. U Z, � w LL rr M z Q w cn z 0 U o Begin Wall x Sta 10+00.00 ''RW690W'' LOL= Sta 687+50000 "R3" Line C= 13.77 Lt C:>— Q 1 1 +C 10+00 C:> _688+00 Q BC Sta 685+28094 r) "R3" Line 0 >� Q ° wn- m a z U __j w O Cn V_ /% fA {f} x � U E " ^ 2i W L a i- ._ V 0 L N N 0 0- BORDER LAST REVISED 7/2/2010 "R3'' Line USERNAME=>$USER DGN FILE => $REQUEST DEVELOPED MIRROR ELEVATION - 1 1 1=30'-O" CURVE DATA No. R 0 T L 10 4935.00 000 15'36 11 1 1 .20 22.40 O2 4608.96 000 33'20" 22.35 44.69 30 12754065 01°57'20" 217.69 435.35 EC Sta 14+45087 ''RW690W'' LOL= Sta 691+95.96 "R3" Line 27.04 Lt BC Sta 14+23.47 ''RW690W'' LOL= Sta 691+73.57 "R3" Line 26.51 Lt -� "RW690W" LOL 1 4+C PLAN 1 11 =30/-011 RELATIVE BORDER SCALE IS IN INCHES INDEX TO RETAINING WALL PLANS SHEET NO. R-23 R-24 R-25 R-26 R-27 R-28 R-29 R-30 R-31 R-32 TITLE GENERAL PLAN RETAINING WALL PLAN NO. 1 RETAINING WALL PLAN NO. 2 RETAINING WALL PLAN NO. 3 RETAINING WALL PLAN NO. 4 ARCHITECTURAL DETAILS NO. 1 ARCHITECTURAL DETAILS NO. 2 ARCHITECTURAL DETAILS NO. 3 ARCHITECTURAL DETAILS NO. 4 DRAINAGE DETAILS End Wa I I = EC Sta 16+30062 ''RW690W'' LOL= Sta 693+80048 rr'R3 L i ne 34049 Lt 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 371 624 k4Dl ' 02/01/12 R GIS ERED CIVIL ENGINEER DATE QR(FE SSI0N� 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 ''RW690W'' LOL Top of - RW LOL Wa II I Brett Makley z L No. C66397 -DE Exp. s� CIVIL P 9TF �F CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 Cable Railing B11-47 For Arad i ng, see G -SHEETS" FG r Arch i tectura treatment Reta i n i ng wa I I (B3-9 gutter _ Weep hole and U) c Concrete Barrier pervious r-3 L .�' Type 60D, see backf i 0 U) "ROAD PLANS'' 3-1 > a� Retaining WclI FG Type 1 B3-1 r (`horry Awn TYPICAL SECTION I/411=1 ,-oil O O M 0 O rn RETAINING WALL 690W GENERAL PLAN R-23 PROJECT NUMBER & PHASE 0800000744 ww o � 00 wW 0 0 J J a- 0- W W � g Q o � 0 0 �o Lo LU �O Qo J O 0 r_1 m /W V / H\ti Wy/ LL x � 0 w J Q z 0 U z LL z a J U� z 0 U i Cn>J a wn- m a z U _j w O N a- /00/ -f} fA ff} x n U E" c> °' z w L a i— U � � N 0 n 2 I --I W H W r M� W 0 w U w U .. -7-7/ 4 4 _�/ 11 A n/ ^ I I I Datum E I ev 1000.00 10+00 11+00 DEVELOPED MIRROR ELEVATION g =1 -0 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 372 624 l ' 02/01 /1 2 R GIS ERED CIVIL ENGINEER DATE QR0FESSI0 1V4 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNI4 OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2' -oil Typ \j co c Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 0 w LIMITS OF PAYMENT FOR EARTHWORK J Q NTS Note: Earthwork limits i n addition to A62B m r)IA/ t -.1- ° - T. , 1030 �0 0 BORDER LAST REVISED 7/2/2010 PLAN- JN I/811=1 ,_oil USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 LEGEND Structure Excavation (Retaining Wall) Structure Backf i (Retaining Wa11) RETAINING WALL 690W RETAINING WALL PLAN NO. 1 R-24 PROJECT NUMBER & PHASE 0800000744 w w Q o � 00 ww 0 0 J J 0- a - W W � g a o � No Lo w �0 Qo J 0 x i om W m Q � � J z W CD � U H U J Ln W Q W = U r-) U .. n n, ^ I I n n, ^ I I BORDER LAST REVISED 7/2/2010 � OGG I\VHV I LHIVJ I Datum E I ev 1000000 � I 12+00 DEVELOPED MIRROR ELEVATION Y8 11=1 -0 11 13+00 USERNAME=>$USER DGN FILE => $REQUEST PLAN I/81I=1 ,_011 RELATIVE BORDER SCALE IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 373 624 k4Dl � ..5q 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSIONq 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makle z LWLINo. C66397 m ��Exp. � s� CIVIL P 1 qTF OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 W W �-- 1:5 Q� o� D p W W 0 0 J J W 0- W W Q o � RETAINING WALL 690W RO RETAINING WALL PLAN NO. 2��0l O R -25U) < 0 1 0 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 I i I i I i I n, x ffl > J Q 0 W tz C) m V) u J W O III (f) (L fA f9 IL {fl n x � cn � J W Q J z Y O 0 a Z w u a Z: Li a) � w >_ LL rlr < .- m C� N z N 0 Q J un z 0 U .. n n, ^ I I n n, ^ I I BORDER LAST REVISED 7/2/2010 � OGG I\VHV I LHIVJ I Datum E I ev 1000000 � I 12+00 DEVELOPED MIRROR ELEVATION Y8 11=1 -0 11 13+00 USERNAME=>$USER DGN FILE => $REQUEST PLAN I/81I=1 ,_011 RELATIVE BORDER SCALE IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 373 624 k4Dl � ..5q 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSIONq 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makle z LWLINo. C66397 m ��Exp. � s� CIVIL P 1 qTF OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 W W �-- 1:5 Q� o� D p W W 0 0 J J W 0- W W Q o � RETAINING WALL 690W RO RETAINING WALL PLAN NO. 2��0l O R -25U) < 0 1 0 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 I i I i I i I ffl > J Q W tz C) m ~ Z u J W O (f) (L fA f9 IL {fl LL x � � U �� E O Z w nL a Li a) Q >_ < .- C� N N 0 d .. n n, ^ I I n n, ^ I I BORDER LAST REVISED 7/2/2010 � OGG I\VHV I LHIVJ I Datum E I ev 1000000 � I 12+00 DEVELOPED MIRROR ELEVATION Y8 11=1 -0 11 13+00 USERNAME=>$USER DGN FILE => $REQUEST PLAN I/81I=1 ,_011 RELATIVE BORDER SCALE IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 373 624 k4Dl � ..5q 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSIONq 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makle z LWLINo. C66397 m ��Exp. � s� CIVIL P 1 qTF OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 W W �-- 1:5 Q� o� D p W W 0 0 J J W 0- W W Q o � RETAINING WALL 690W RO RETAINING WALL PLAN NO. 2��0l O R -25U) < 0 1 0 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 I i I i I i I 0 r_1 om w �o Qw Jz U� J (n Q W U r-) i >J a o cc) z Q z rr- UJw o V)a- � x � v E" o U w L a i— CU �L N N 0 n 2 w w r m 0 w U w U .. n n/ ^ I I r-% A/ ^ I I r-� A/ SII BORDER LAST REVISED 7/2/2010 0 0 O Datum E I ev 1000.00 ' rI 14+00 DEVELOPED MIRROR ELEVATION 8 =1 -0 EC Sta 14+45.87 N c U 4- U a D USERNAME=>$USER DGN FILE => $REQUEST PLAN - 1/8 =1 LAN i/8=1 ,-0.. RELATIVE BORDER SCALE IS IN INCHES CURVE DATA No. R 0 T L 10 4935.00 00()15/36 11 11 .20 22.40 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 374 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 ww o � 00 w w 0 0 J J ww a o � RETAINING WALL 690W o0 RETAINING WALL PLAN NO. 3wo �O R-26 <0 J0 PROJECT NUMBER & PHASE 0800000744 0 r_1 I � m W �r Q W J Z -�D U U I (n Q W U r--) i fA {f? f» > - Q w n- m �--� a z U -i w O N a- a- V_ X � n U II E" c> z °' w II L Q i- �� N 0 n 2 w H W r m W U W U w J Q w m .. -7n/ ^ I I ni-/ SII n n/ n / II /'�L.....--I n...... nn Datum E I ev 1 000 0 00 t t 15+00 16+00 DEVELOPED MIRROR ELEVATION Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 375 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IF01'NI4 OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Cherry Avenue OC Abut 1 footing Q) C CURVE DATA No. R 0 T L 0 4608096 00033/20 11 22.35 44.69 FLAN Y8 11=1 /-0 11 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 w w Q o � II II a o w w 0 0 J J 0- 0- W W � g a o � RETAINING WALL 690W o0 RETAINING WALL PLAN NO. 4wo �o R-27 <0 J0 PROJECT NUMBER & PHASE 0800000744 MILES TAL 92'-8" Limits of payment Dist COUNTY ROUTE TOTAL PROJECT SHEET o. SHE EAS for Architectural Chery Avenue OC 538'-0" Limits of payment for Architectural Treatment (Type C) and Prepare and Stain Concrete Treatment T e BAm. 08 SBd 10 12.3/14.1 376 624 (Measured along ''RW690W" LOL) (Measured along Bridge No. 54-0543 RW690W LOL) l ' Approx OG along End Wa I I 02101112 RpFESSI " LOL Match R GIS ERED CIVIL ENGINEER DATE e °N Begin Wall RW690W4 ��`=�= ��° � �2 X Top of �- -- groove I i nes Brett Makley f Wa I I '' ��N z ___ ------ --- -- --- -- ------ - 1�� to Abutment 09/08/11 w No, C66397 m -------------------- ---- - - --- ---- ��-,�,_ PLANS APPROVAL DATE Datum -- -------------------- ------------- ------------------- ------------- -------------------- -------------- ------ ------------- -------------------- ------ - G - ------ ------------ ______ R AGENTS SHALL NOT BE RESPONSIBLE FOR>, zy _ ___ ____ ___ _ ___ ___ ___ ___ __ ___ __ ___ __ _____ ____ ____ ___ ________ THE STATE OF CALIFORNIA OR ITS OFFICERS 0 E I e v 1010.00 - - - - - - THE ACCURACY OR COMRL ETENESS OF SCANNED 9TF OF CAL IFO��tiP COPIES OF THIS PLAN SHEET 10+00 1 1+00 12+00 13+00 FG 14+00 15+00 16+00 T.Y. LIN INTERNATIONAL SANBAG 3550 VINE STREET, SUITE 120 1 1 70 W 3RD STREET o SAN BERNARDINO, CA 92410 > w RIVERSIDE, CA 92507 m c.n H ARCHITECTURAL TREATMENT KEYMAP-DEVELOPED ELEVATION (MIRRORED) 111 1 =30Q 0 NOTE: 1. For ''Motif E I evat i ons'', see ''R-28" sheet X Abbreviated Motif B Motif A Motif B Motif A Motif B 34' -oil 48' -oil 48' -oil 48' -oil 48' -oil w Concrete Barrier Motif A& B Insertion Point 1 Fluted Fin Texture, Typ w Type 60D Abbreviated Motif B Motif A& B E I ev 1025.13 Insertion Point 1 Top of Insertion Point 1 Top reveal Elev 1025013 Wall Elev 1025013 --------------- ------ -- ---- ---------------I o ------------- ----------- ----------- ------------ --------------------- i w mrn T7777MTTFT fffflT1TM71T1TM7ffT77M7fitRiTN Q w ----- -------- , JZ -- U Qw = FG U U o U Datum Elev 1010.00 1 112 10+00 11+00 1 2+00 Top r Motif B Motif A DEVELOPED ELEVATION (MIRRORED) 1 "=1 0'-OII Motif B Motif A \A - -L! -C A O n Motif B Concrete Barrier T\/pe 60D L U Datum E I ev 1010.00 12+00 13+00 14+00 DEVELOPED ELEVATION (MIRRORED) 1 "=1 0'-011 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 0 0 Ln N C- 4 - RETAINING 4 - RETAINING WALL 690W ARCHITECTURAL DETAILS NO. R-28 PROJECT NUMBER & PHASE 0800000744 w w Q o � a o ww 0 0 J J ww a o � 1N� w �0 J 0 � i x > � Q 0 wn- m a z w U J W w N a- V_ Un � J J Q z � 0 Q O U z � � w L ILL rr, - J ; �� m i z U a N 0 0- J U� z 0 U 10+00 11+00 1 2+00 Top r Motif B Motif A DEVELOPED ELEVATION (MIRRORED) 1 "=1 0'-OII Motif B Motif A \A - -L! -C A O n Motif B Concrete Barrier T\/pe 60D L U Datum E I ev 1010.00 12+00 13+00 14+00 DEVELOPED ELEVATION (MIRRORED) 1 "=1 0'-011 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 0 0 Ln N C- 4 - RETAINING 4 - RETAINING WALL 690W ARCHITECTURAL DETAILS NO. R-28 PROJECT NUMBER & PHASE 0800000744 w w Q o � a o ww 0 0 J J ww a o � 1N� w �0 J 0 i > � Q ° wn- m a z U J W O N a- V_ x � v �� E O �z�w L Q - J ; �� i U N 0 0- 10+00 11+00 1 2+00 Top r Motif B Motif A DEVELOPED ELEVATION (MIRRORED) 1 "=1 0'-OII Motif B Motif A \A - -L! -C A O n Motif B Concrete Barrier T\/pe 60D L U Datum E I ev 1010.00 12+00 13+00 14+00 DEVELOPED ELEVATION (MIRRORED) 1 "=1 0'-011 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 0 0 Ln N C- 4 - RETAINING 4 - RETAINING WALL 690W ARCHITECTURAL DETAILS NO. R-28 PROJECT NUMBER & PHASE 0800000744 w w Q o � a o ww 0 0 J J ww a o � 1N� w �0 J 0 0 rN Qm i w m Q Q �z w U� U J U) w Q W = U Q U Motif B Motif C Motif A 24,-0" 48,-0" (A_'*`�� Mot i f C Mot i f A& B Insertion Insertion Point 2 Top of Point 2 Top reveal E I ev 1 031 .13 Wa E l ev 1 031 01 3 � Motif B 48'-0" C Custom A 92/-811 Custom A Insertion Point 3 E l ve 1038.81 -\ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 377 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Chery Avenue OC Bridge No. 54-0543 --------------------- — ----- ----\Io---- — ——————— t --------------------- I -------�—i----------------I°---------------------1-------------------------------------- I ------- Datum E I ev 1 01 0.00 DETAIL 2 15+00 Concrete Barrier Type 60D DEVELOPED ELEVATION (MIRRORED) 1 "=1 0'-0" C FG 16+00 ntnTC C Match groove lines to Abutment �o Brett Makley z Ld No. C66397 m Exp. s� CIVIL P 9TF OF CALIF ti SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1 . For ''MOTIF ELEVATION'', see ''R-28" sheet. 2. For ''SECTION A -A", ''SECTION B -B" and ''SECTION C -C'', see ''R-29" sheet. 3. For ''DETAIL 2'', see ''R-29" sheet. ww �-- :5 o � a o w w 0 0 J J a- a - W W � g a o � RETAINING WALL 690W RO ARCHITECTURAL DETAILS NO. two p R-29 1 0 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE -> REQUEST IS IN INCHES I I I I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000744 r�_ i X > � Q O w n- m �--� a z w U J W r (n a- a- t J- X � J w n Q J z � o a O U z � � w L LLJ LL rr, Q) m �L z U a N 0 0- J U, z O U Motif B Motif C Motif A 24,-0" 48,-0" (A_'*`�� Mot i f C Mot i f A& B Insertion Insertion Point 2 Top of Point 2 Top reveal E I ev 1 031 .13 Wa E l ev 1 031 01 3 � Motif B 48'-0" C Custom A 92/-811 Custom A Insertion Point 3 E l ve 1038.81 -\ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 377 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Chery Avenue OC Bridge No. 54-0543 --------------------- — ----- ----\Io---- — ——————— t --------------------- I -------�—i----------------I°---------------------1-------------------------------------- I ------- Datum E I ev 1 01 0.00 DETAIL 2 15+00 Concrete Barrier Type 60D DEVELOPED ELEVATION (MIRRORED) 1 "=1 0'-0" C FG 16+00 ntnTC C Match groove lines to Abutment �o Brett Makley z Ld No. C66397 m Exp. s� CIVIL P 9TF OF CALIF ti SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1 . For ''MOTIF ELEVATION'', see ''R-28" sheet. 2. For ''SECTION A -A", ''SECTION B -B" and ''SECTION C -C'', see ''R-29" sheet. 3. For ''DETAIL 2'', see ''R-29" sheet. ww �-- :5 o � a o w w 0 0 J J a- a - W W � g a o � RETAINING WALL 690W RO ARCHITECTURAL DETAILS NO. two p R-29 1 0 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE -> REQUEST IS IN INCHES I I I I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000744 i > � Q w n- m �--� a z U J W O (n a- a- t J- X � n U �� E O �z�w L LLJ Q� Q) �L U N N 0 0- Motif B Motif C Motif A 24,-0" 48,-0" (A_'*`�� Mot i f C Mot i f A& B Insertion Insertion Point 2 Top of Point 2 Top reveal E I ev 1 031 .13 Wa E l ev 1 031 01 3 � Motif B 48'-0" C Custom A 92/-811 Custom A Insertion Point 3 E l ve 1038.81 -\ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 377 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Chery Avenue OC Bridge No. 54-0543 --------------------- — ----- ----\Io---- — ——————— t --------------------- I -------�—i----------------I°---------------------1-------------------------------------- I ------- Datum E I ev 1 01 0.00 DETAIL 2 15+00 Concrete Barrier Type 60D DEVELOPED ELEVATION (MIRRORED) 1 "=1 0'-0" C FG 16+00 ntnTC C Match groove lines to Abutment �o Brett Makley z Ld No. C66397 m Exp. s� CIVIL P 9TF OF CALIF ti SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1 . For ''MOTIF ELEVATION'', see ''R-28" sheet. 2. For ''SECTION A -A", ''SECTION B -B" and ''SECTION C -C'', see ''R-29" sheet. 3. For ''DETAIL 2'', see ''R-29" sheet. ww �-- :5 o � a o w w 0 0 J J a- a - W W � g a o � RETAINING WALL 690W RO ARCHITECTURAL DETAILS NO. two p R-29 1 0 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE -> REQUEST IS IN INCHES I I I I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000744 x �4 w J ~ J V) w � w w I om w m Q� o �z w U U J Ln w aw = Uo U Z O X ~ Q O Ln Z Q LL O z w Q r w 0 EPr � I x EPr > J Q 0 W nr m ~ � Motif B k& U J W O w cn 0- fA f9 a- {fl n R GIS ERED CIVIL ENGINEER DATE o x 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 - Brett Makle z � II J w I I I I I I I I I I I I I I I I I Grid Splicing Q J APPROVAL DATE � z Y O 0 Q --A Q OR AGENTS SHALL NOT BE RESPONSIBLE FOR 1P THE ACCURACY OR COMPLETENESS OF SCANNED F Z o� w OF- CAL IF�� U a z � - � w >_ T.Y. LIN INTERNATIONAL SANBAG �L CID V) 3550 VINE STREET, SUITE 120 1 170 W 3RD STREET U N z RIVERSIDE, CA 92507 SAN BERNARDINO, CA 92410 N 0 Q I I I I I I I I I I + I I +I I I I --------1-- +--'----- D J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I V/ E z F 0 U Z O X ~ Q O Ln Z Q LL O z w Q r w 0 EPr fF} I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS EPr > J Q 108 SBd 10 12.3/14.1 378 624 W nr m ~ � Motif B k& U J W O l ' 02101112 Ess ?,0V 10Nq� cn 0- fA f9 a- {fl LL _ R GIS ERED CIVIL ENGINEER DATE o x 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 - Brett Makle z � II U 09/08/11 0 m W No. C66397 m I I I I I I I I I I I I I I I I I Grid Splicing II 1Z APPROVAL DATE � E O Exp. THE STATE OF CALIFORNIA OR ITS OFFICERS s� CIVIL -- ------+---------1---------r----+---------1-----k-----r----+-----4-----1-----1----- -- I I I I I I I IqT --A Q OR AGENTS SHALL NOT BE RESPONSIBLE FOR 1P THE ACCURACY OR COMPLETENESS OF SCANNED F Z o� w OF- CAL IF�� nL a COPIES OF THIS PLAN SHEET Uj m - Q >_ T.Y. LIN INTERNATIONAL SANBAG �L V) 3550 VINE STREET, SUITE 120 1 170 W 3RD STREET U N C RIVERSIDE, CA 92507 SAN BERNARDINO, CA 92410 N 0 d Motif A 48/-0" •U 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0 il 3 -0 9 Typ II I I I I I I I I I I I I I I I M L Grid Spacing I I I I I I I I I 0 ---- ---- ---------I---------- ---- ---- ----------I----- ---- ---------I-----I----- A I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I B I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C I I I+ I I I I I I I II I I I I I I I I I 1 +I 1 1 1 + I I I + 1 + I I I I D --------+---------- -----�---- ------------I-----�- -----I-----I------------ I I I I I I I I I I + I I I I I I I I I+ I I I I I I I I I I I I ----L---- - -------------L-------------1---------L---------- E I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----L---- I ---- 1-----1-----1----- ------ ---- I-----I-----I----- I---- I---- I-----I-----I-- --------- F I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Fluted Fin Insertion point 1 & 2 Texture, Typ TYPICAL MOTIF A ELEVATION 3/611 11_1 /-o11 Custom A 92/-811 Insertion point 1& 2 Fluted Fin Texture, Typ TYPICAL MOTIF B ELEVATION 3/611=1 /-011 3/-0119 Typ a C Gr i d Spacing r� ~ II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 ;�; L_______ - (,/) I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r--�--�_________ O I I I I I I I I I I I I I I I L --------- I I I I I I I I I I I I I I I I M •- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �� � I I I I I I I I I I I I I I I 1 14. A---------1----1----J-----1-----L----L----1----J-----1-----1-----L----1----J-----1-----1-----L----1----1-----1---- I -- -------------- ---- ---- ----J-----1---- - - - N -L- - -- -- - I I I I I I 1 1 I I I I I -- �A___ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I g --------I-----1----- ---- ---------1-----1---- ---- ---- -----1-----1---- ---- ---- -----1-----I---- ---- ---- ---- -----I---- ---- --- ----- ----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I + -- C I I I I_______ ____r 1 I I I I I I ____� � I r r T 1 T I I_____r____1 I I r T 7 I I r r __- I I I I I I I I I I I I I I I I I I I I I I I I I I I + I I I I I I I I I I I I I + DI I I I I I I I I I I I I ----- - - ---- I -----------t----t----1-----I-----r----t----t----1-----I-----I-----t----t----1-----I-----I-----r----t----�-----I-----I-----r----t----fi----1----It---1-----I----------------- I I I I I I I I I I I I+ I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I + I I I I+ I I E+ -- --===-1---- ----I---- --------- ----------�---_ __-----1-----�----4-----+----�---- --- -----�---- --- --+-1- ---�- ---- ---- --1---- ---+- ---_-�----1=====-----1---- -�--- I I I 1 I 1 1 I 1 +1 I I I I I I+ I I iI + I 11 1 1 1 1 1 1 + I I iii' ,• I I + I I _L1 I I I I I ��-- F-----------1----1----J-----1-----L----L----1--J-----I---- --- ---1--- -- + -1- ---I - --- ---------I---- ----- -----1--+-J----1-----L-L----1----J-----1--- �yi---- '______- I I I I I I + I I + + I I I I I I I I I I I + I + I +I I I iG G I I I I I+ 1 I 1 I I I _____#__I --�-_ ---------------------- ----------------- -------------- ----- - -- ---------------------- -------- -- --------------- -- -- ------- - - - - - - I I I + I I I I I I I I I I I I , + I I I I I I I I I I I I I I + + I I I I I I I H 7---- T-- - 1- T---- - 1- r----r-----------1-----r---- I I I I I I I I I I I I I I I I I I I I I I --- I I I I I I I I I I I I I I I I I I I I I I I I I I `_- ----t---- - - ------t----t----y-----I-----I-----t---t----y-----I-----I-----r----t----rt-----I-----I-----r----t----rt----y-----I-----r----t----*----y--- -I---------------- IT- Fluted --- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I BORDER LAST REVISED 7/2/2010 Fluted Fin Texture, Typ USERNAME=>$USER DGN FILE => $REQUEST CUSTOM A ELEVATION 3/611=1 /-011 RELATIVE BORDER SCALE IS IN INCHES Insertion Point 3 Motif C 24/-0" 11 1 2 3 4 5 6 7 8 9 3 -0 9 Typ I I I I I I I I I I I Grid Spacing Fluted Fin Texture, Typ Match groove lines to Abutment NOTE Insertion MOTIF C ELEVATION 3/611_1 /-011 a 0 M ►,1 M C ------- E F 1. Fluted Fin Texture not shown for clarity. LEGEND 1 0 - Indicates Vertical Grid Line - Indicates HorizontaI Grid Line - Indicates 3" thick "pop -out" w w Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 108 SBd 10 12.3/14.1 378 624 o � Motif B k& 11 48 -0 a .� l ' 02101112 Ess ?,0V 10Nq� p U W R GIS ERED CIVIL ENGINEER DATE o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 - Brett Makle z / -0119 Typ I I I I I I I I I J 09/08/11 0 m W No. C66397 m I I I I I I I I I I I I I I I I I Grid Splicing rnPLANS L 1Z APPROVAL DATE � 1 Exp. THE STATE OF CALIFORNIA OR ITS OFFICERS s� CIVIL -- ------+---------1---------r----+---------1-----k-----r----+-----4-----1-----1----- -- I I I I I I I IqT --A Q OR AGENTS SHALL NOT BE RESPONSIBLE FOR 1P THE ACCURACY OR COMPLETENESS OF SCANNED F I I I I I I I I I I I I I I I o� OF- CAL IF�� COPIES OF THIS PLAN SHEET I I I I I I I I I I I I -- --- ------I-------L----1----J-----1-----1-----L----1----J-----I-----I----- - - g T.Y. LIN INTERNATIONAL SANBAG 1 I I I I 1 3550 VINE STREET, SUITE 120 1 170 W 3RD STREET -------------!---------- 1 ----! ----!-----1-----'-----! ----!----!-----'-----' - ------- I I 1 1 I I I I I I 1 C RIVERSIDE, CA 92507 SAN BERNARDINO, CA 92410 + I I I I I I I I I I I I I I I I I I + I I +I I I I --------1-- +--'----- D I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I E I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I F Insertion point 1& 2 Fluted Fin Texture, Typ TYPICAL MOTIF B ELEVATION 3/611=1 /-011 3/-0119 Typ a C Gr i d Spacing r� ~ II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 ;�; L_______ - (,/) I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r--�--�_________ O I I I I I I I I I I I I I I I L --------- I I I I I I I I I I I I I I I I M •- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �� � I I I I I I I I I I I I I I I 1 14. A---------1----1----J-----1-----L----L----1----J-----1-----1-----L----1----J-----1-----1-----L----1----1-----1---- I -- -------------- ---- ---- ----J-----1---- - - - N -L- - -- -- - I I I I I I 1 1 I I I I I -- �A___ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I g --------I-----1----- ---- ---------1-----1---- ---- ---- -----1-----1---- ---- ---- -----1-----I---- ---- ---- ---- -----I---- ---- --- ----- ----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I + -- C I I I I_______ ____r 1 I I I I I I ____� � I r r T 1 T I I_____r____1 I I r T 7 I I r r __- I I I I I I I I I I I I I I I I I I I I I I I I I I I + I I I I I I I I I I I I I + DI I I I I I I I I I I I I ----- - - ---- I -----------t----t----1-----I-----r----t----t----1-----I-----I-----t----t----1-----I-----I-----r----t----�-----I-----I-----r----t----fi----1----It---1-----I----------------- I I I I I I I I I I I I+ I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I + I I I I+ I I E+ -- --===-1---- ----I---- --------- ----------�---_ __-----1-----�----4-----+----�---- --- -----�---- --- --+-1- ---�- ---- ---- --1---- ---+- ---_-�----1=====-----1---- -�--- I I I 1 I 1 1 I 1 +1 I I I I I I+ I I iI + I 11 1 1 1 1 1 1 + I I iii' ,• I I + I I _L1 I I I I I ��-- F-----------1----1----J-----1-----L----L----1--J-----I---- --- ---1--- -- + -1- ---I - --- ---------I---- ----- -----1--+-J----1-----L-L----1----J-----1--- �yi---- '______- I I I I I I + I I + + I I I I I I I I I I I + I + I +I I I iG G I I I I I+ 1 I 1 I I I _____#__I --�-_ ---------------------- ----------------- -------------- ----- - -- ---------------------- -------- -- --------------- -- -- ------- - - - - - - I I I + I I I I I I I I I I I I , + I I I I I I I I I I I I I I + + I I I I I I I H 7---- T-- - 1- T---- - 1- r----r-----------1-----r---- I I I I I I I I I I I I I I I I I I I I I I --- I I I I I I I I I I I I I I I I I I I I I I I I I I `_- ----t---- - - ------t----t----y-----I-----I-----t---t----y-----I-----I-----r----t----rt-----I-----I-----r----t----rt----y-----I-----r----t----*----y--- -I---------------- IT- Fluted --- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I BORDER LAST REVISED 7/2/2010 Fluted Fin Texture, Typ USERNAME=>$USER DGN FILE => $REQUEST CUSTOM A ELEVATION 3/611=1 /-011 RELATIVE BORDER SCALE IS IN INCHES Insertion Point 3 Motif C 24/-0" 11 1 2 3 4 5 6 7 8 9 3 -0 9 Typ I I I I I I I I I I I Grid Spacing Fluted Fin Texture, Typ Match groove lines to Abutment NOTE Insertion MOTIF C ELEVATION 3/611_1 /-011 a 0 M ►,1 M C ------- E F 1. Fluted Fin Texture not shown for clarity. LEGEND 1 0 - Indicates Vertical Grid Line - Indicates HorizontaI Grid Line - Indicates 3" thick "pop -out" RETAINING WALL 690W =0 ARCHITECTURAL DETAILS NO. 3''0 0 R -30U) <0 1 0 ` 2 ' UNIT 2232 PROJECT NUMBER & PHASE 0800000749 w w o � k& II II D p W W 0 0 J J 0- 1Z ww ­- :2 Q o� RETAINING WALL 690W =0 ARCHITECTURAL DETAILS NO. 3''0 0 R -30U) <0 1 0 ` 2 ' UNIT 2232 PROJECT NUMBER & PHASE 0800000749 x �4 w J E- J V) w w i om w m Q� o Jz w U U J Ln w Q W = U r-) U SECTION A—A LEGEND + - Indicates 3" raised relief BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REQUEST I Fi n lel i /-\I L c 4- c Q) E c c c 4- -211 DETAIL1 1 I/211=1 ,_oil I LOL Wa Re i of Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 379 624 k4f) l � .:�/ 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSI�Nq 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SECTION B—B_ % I I =1 /-oil NOTES: 1. Permissible location of weakened plane and expansion joints. 2. Unless noted otherwise, slope perpendicuIar surfaces of architectural treatment 100 max to facilitate form I i ner removal. 3. Stain on back face of wall shall extend to bottom of gutter. Do not paint gutter. RELATIVE BORDER SCALE IS IN INCHES Fi SECTION C—C 0 1 2 3 I i I i I i I % I I =1 /-oil UNIT 2232 Brett Makle z Ld No. C66397 M Exp. s� CIVIL P qTF CF CALIF 1 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1/4" chamfer, Typ Typical for acute corners DETAIL 2 1 =1 '-0" C Fluted Fin valley, Note 1 n, X Q i W r�- m O C) V) U J W CC (J) W W fA f9 {fl III x n � II Cn II E J J Q Z z Y nL a o a m Q >_ �L U U N Z: N 0 d � w LL a' m z a J U/ z O U SECTION A—A LEGEND + - Indicates 3" raised relief BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REQUEST I Fi n lel i /-\I L c 4- c Q) E c c c 4- -211 DETAIL1 1 I/211=1 ,_oil I LOL Wa Re i of Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 379 624 k4f) l � .:�/ 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSI�Nq 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SECTION B—B_ % I I =1 /-oil NOTES: 1. Permissible location of weakened plane and expansion joints. 2. Unless noted otherwise, slope perpendicuIar surfaces of architectural treatment 100 max to facilitate form I i ner removal. 3. Stain on back face of wall shall extend to bottom of gutter. Do not paint gutter. RELATIVE BORDER SCALE IS IN INCHES Fi SECTION C—C 0 1 2 3 I i I i I i I % I I =1 /-oil UNIT 2232 Brett Makle z Ld No. C66397 M Exp. s� CIVIL P qTF CF CALIF 1 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1/4" chamfer, Typ Typical for acute corners DETAIL 2 1 =1 '-0" C Fluted Fin valley, Note 1 I ffl > J Q i W r�- m ~ C) Z U J W O (J) W W fA f9 {fl LL _ x � II U II E O Z w nL a m Q >_ �L V) U N N 0 d SECTION A—A LEGEND + - Indicates 3" raised relief BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REQUEST I Fi n lel i /-\I L c 4- c Q) E c c c 4- -211 DETAIL1 1 I/211=1 ,_oil I LOL Wa Re i of Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 379 624 k4f) l � .:�/ 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSI�Nq 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SECTION B—B_ % I I =1 /-oil NOTES: 1. Permissible location of weakened plane and expansion joints. 2. Unless noted otherwise, slope perpendicuIar surfaces of architectural treatment 100 max to facilitate form I i ner removal. 3. Stain on back face of wall shall extend to bottom of gutter. Do not paint gutter. RELATIVE BORDER SCALE IS IN INCHES Fi SECTION C—C 0 1 2 3 I i I i I i I % I I =1 /-oil UNIT 2232 Brett Makle z Ld No. C66397 M Exp. s� CIVIL P qTF CF CALIF 1 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1/4" chamfer, Typ Typical for acute corners DETAIL 2 1 =1 '-0" C Fluted Fin valley, Note 1 N SAMPLE FLUTED FIN TEXTURE ELEVATION (MIRRORED) C Fluted 1 Y2"9 Ty p =N Fin va I ley, 4 Note 1 RW LOL ----- ----- ----- _ 1 1/2 9 TyP Rol I K01-02 mfil SECTION D—D 3" = 1 '-0'1 RETAINING WALL 690W ARCHITECTURAL DETAILS NO. 4 R-31 PROJECT NUMBER & PHASE 0800000744 W W �1:5 Q� o� D p W W 0 0 J J 0- 0- W W Q o � O o w> O a O J O i i N SAMPLE FLUTED FIN TEXTURE ELEVATION (MIRRORED) C Fluted 1 Y2"9 Ty p =N Fin va I ley, 4 Note 1 RW LOL ----- ----- ----- _ 1 1/2 9 TyP Rol I K01-02 mfil SECTION D—D 3" = 1 '-0'1 RETAINING WALL 690W ARCHITECTURAL DETAILS NO. 4 R-31 PROJECT NUMBER & PHASE 0800000744 W W �1:5 Q� o� D p W W 0 0 J J 0- 0- W W Q o � O o w> O a O J O 0 rN Q-- _ w LL w w w m �z w UU -i U) w Q W = U r-) U X z 0 X F— Q F- 0 V) z Q 0 z w a w 0 C- > � Q DRAINAGE w n- m 0 a z > U J W O N a- a- w X r n U, E J w Q J Z z � o a LL] Q� �- �L U V U N z � N 0 0 - � w LL rr, m z Q J U� z 0 U z 0 X F— Q F- 0 V) z Q 0 z w a w 0 See Note 1 See Note 2 Finished arade Backface of Retaining Wa Deta i I "A" Geocompos i to Drain Deta i I "B" WALL SECTION 4" 0 drain 3" Uns I otted Plastic Pipe 10 mi F i I ter Fabric sheet wrap around DETAIL "A" Bond 6" to wa Cut hole for 3" pipe — 3" mina SECTION A -A Polyethylene Cap -typo See Note 2 3" Slotted Plastic Pipe. See Note 2 Tee Connection Bond to Geocompos i to A Drain o Level or sloped toward wa Cement Treated Permeable Base DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale A I ternat i ve to br i dge deta i (BO -3 3-1 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES mnTFq 1. 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls). For wa I Is adjacent to s i dewa I ks or curbs, provide 4" plastic pipe under sidewalk to discharge through curb face Exposed wa I I drains sha I I be located 3"± above f i n i shed grade 2. Geocompos i to drain, cement treated permeable base, and 3" 0 s I otted plastic pipe continuous behind retaining wa 11 0 Cap ends of pipe. Provide "Tee" connection at each 4' 0 drain. 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 380 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STATE OF CAL IFOR/VIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 RETAINING i > � Q DRAINAGE w n- m �--� a z U J W O N a- a- V_ X � n U E Z W LL] Q� �- �L V U N N 0 0 - See Note 1 See Note 2 Finished arade Backface of Retaining Wa Deta i I "A" Geocompos i to Drain Deta i I "B" WALL SECTION 4" 0 drain 3" Uns I otted Plastic Pipe 10 mi F i I ter Fabric sheet wrap around DETAIL "A" Bond 6" to wa Cut hole for 3" pipe — 3" mina SECTION A -A Polyethylene Cap -typo See Note 2 3" Slotted Plastic Pipe. See Note 2 Tee Connection Bond to Geocompos i to A Drain o Level or sloped toward wa Cement Treated Permeable Base DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale A I ternat i ve to br i dge deta i (BO -3 3-1 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES mnTFq 1. 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls). For wa I Is adjacent to s i dewa I ks or curbs, provide 4" plastic pipe under sidewalk to discharge through curb face Exposed wa I I drains sha I I be located 3"± above f i n i shed grade 2. Geocompos i to drain, cement treated permeable base, and 3" 0 s I otted plastic pipe continuous behind retaining wa 11 0 Cap ends of pipe. Provide "Tee" connection at each 4' 0 drain. 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 380 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STATE OF CAL IFOR/VIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 RETAINING DRAINAGE PROJECT NUMBER & PHASE \j Brett Brett Makley z Ld No. C66397 M Exp. s� CIVIL P 9TF OF CALIF ti SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 WALL 690W DETAILS R-32 0800000744 ww o � a o w w 0 0 J J 0- 0- W W � g a o � N O w O Qo J O 0 r_1 I � om w �o Qw Jz U� I (n Q W Uo x a-, 0 w J Q z 0 U z z a J (n z 0 U i fA {f? f» > - Q w n- m �--� a z U -i w O N a- a- V_ x � n U I I E II O z °' w II L Q i— �� N 0 n 2 w H W n m 0 w U w U Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 381 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 �o Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 BORDER LAST REVISED 7/2/2010 RETAINING WALL QUANTITIES R-33 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 DGN FILE => $REQUEST IS IN INCHES I I I I I I w w Q o � II II a o w w 0 0 J J 0- 0- W W � g a o � z O o O LO w �o Qo J O CONCRETE BARRIER AESTHETIC TREATMENT BAR Reinf STRUCTURAL STRUCTURE STRUCTURE STRUCTURE CHAIN MINOR ANTI - STEEL CONCRETE EXCAVATION BACKFILL BACKFILL (Slurry CABLE RAILING LINK RAILING TYPE TYPE CONCRETE (GUTTER) PERVIOUS BACKFILL PREPARE FRACTURED ARCHITECHTURAL ARCHITECHTURAL GRAFFITI COATING (Ret WALL) (Ret WALL) (Ret WALL) (Ret WALL) Cement) (TYPE 7) 26A AND RIB TREATMENT TREATMENT (Mod) 736A MATERIAL STAIN TEXTURE (TYPE B) (TYPE C) CONCRETE WALL STATION LIMITS No. LB CY CY CY CY LF LF LF LF CY CY SF SF SF SF SF 22 10+00.00 to 16+37.99 ''RW22'' LOL 659416 680 1 9516 1,767 57 638 185 11 9250 59420 11 9250 33 10+00°00 to 15+92045 ''RW33'' LOL 509693 578 837 19473 593 318 10 153 89457 49697 690W 10+00°00 to 16+30062 ''RW690W'' LOL 2299309 19684 69330 49811 631 22 402 149333 29514 79696 688 10+00°00 to 15+48009 ''RW688'' LOL 469527 532 29235 19401 548 19 143 79050 19323 29142 TOTAL 3919945 39474 109918 99452 57 19179 593 318 638 126 883 419090 109117 19323 129350 119250 BORDER LAST REVISED 7/2/2010 RETAINING WALL QUANTITIES R-33 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 DGN FILE => $REQUEST IS IN INCHES I I I I I I w w Q o � II II a o w w 0 0 J J 0- 0- W W � g a o � z O o O LO w �o Qo J O BENCHMARKS POST MILES SHEET No TOTAL DIST COUNTY ROUTE TOTAL PROJECT SH 08 SBd 10 12.3/14.1 382 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD- 88 ( NGS NAVD88) 4002101112 Pt 1010 Z Q9,OFESSIO� REGISTERED CIVIL ENGINEER DATE �o 4 N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 SET MAG NL & FLASH FOR AT S.PIRATHIVIRAJ z 09/08/11 No. C71662 M Pt . 5001 PLANS APPROVAL AL DATE N: 1846561 .879 E: 671 6362.1 30 Elevation: 1 025.534 Exp12/31 /13 . The State of California or its officers or agents SETREBAR �W/"AECP LS 4430" PLUG 30' +/- SLY OF RAILS' A - 0 9 -1 1 2 sT CIVIL P shall not be respons ib /e for the accuracy or qTF � 100' + /- W L Y 0 F CHERRY Cherry Ave , , , , C Line �� comp /e teness of scanned copies of this plan sheet. OF CALIFo Pt. 5002 EJ 8 9 60 N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34 25 6 SANBAG SET REBAR W/'AECP LS 4430'' PLUG 30' +/- S'LY OF RAILS,4 1 1 70 W 3RD STREET 300' +/ E'LY OF CHERRY 1 2 3 SAN BERNARDINO, CA 92410 El RW 22 EARTH MECHANICS, INC. A-09-113 17660 NEWHOPE STREET, SUITE E NOTES: FOUNTAIN VALLEY CA 92708 (1) This LOTB sheet was prepared in accordance with the Caltrans Soil PLAN and Rock Logging, Classification and Presentation Manual ( June 2007) . I1 (2) 2.4 samples were taken using a California Modified Sampler. 1 " - 60' (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs falling a distance of 30'' was used to advance the drive sampler. (4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. +1050 J +1050 CD+ CD 0 +1040 O �, �C N +1040 __j . _Q "Cn A-09-112 + +1030 CCV '– J Q E I . +1030.00 ft ® +1030 A-09-113 4 Asphalt Concrete 6 Base SILTY SAND (SM): dense, o I i ve-brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation EI. +1022.00 ft EE 2611.41=T . O +1020 7 Aspha It concrete, 5 base Bulk 1 SILTY SAND (Sm): very dense, olive, moist, few fine GRAVEL, mostly F50/672.41 2 OM UW becomes very dense +1020 coarse to fine SAND, I i tt I e fines, PI ast i s9 weak cementation non 5711.41 2 °OMm m 72 1.4 3 OM < +1010— o 35 2.4 3 ;; OM UW Poorly graded SAND with SILT and GRAVEL (SP -SM): medium dense olive - ray, ray, dry, I i tt I e coarse to fine GRAVEL, most I y coarse to fine 9SAND, 11 2.4 4 ., OM UW PA DS becomes I loose, o I i ve-gray, moist, 6% fine GRAVEL, 69% coarse to fine +1010 0 fines, non I ast i c weak cementation SAND, 25% fines, nonp I ast i c, weak cementation z Q 10 1 .4 4 OM SILTY SAND SM e medium dense, olive -brown, moist few fine GRAVEL, , mostly coarse to fine SAND, little fines, nonp I ash i c, weak cementation 29 1 .4 5 OM Poor I ygraded SAND with SILT and GRAVEL SP -SM e dense, o I i ve-gray, w J 14212.41 5 :: OM UW Poorly graded SAND with GRAVEL SP medium dense, olive -gray, dry, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, few f i nes, nonplastic, I ast i c, weak cementation LU + 1 000 little coarse to fine GRAVEL, mostly coarse to fine SAND, trace 50/5 2–.-4-T-6 +1000 becomes very dense, no recovery fines, nonpIastic, weak cementation, with SANDY SILT layer 16311.41 6 becomes very dense, no SANDY SILT layer 16011.41= : OM becomes moist +990 50/6 2.4 7 ' ° OM UW Poorly graded SAND with SILT and GRAVEL SP -SM very dense, olive- +990 ray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, ?ew 717-1,41 8 OM SILTY SAND (SM): very dense, olive -gray, moist, few fine GRAVEL, f i nes, nonplastic, weak cementation Terminated at E 1. 990.5 ft mostly coarse to fine SAND, I i tt I e f Ines, nonplastic, weak cementation Drilled on 10/22/2009 0 Hammer Energy Ratio (ERi=75/) 85 1 .4 9 ;` °OM Poorly graded SAND with GRAVEL (SP): very dense, oI ive-gray, dry, +980-- Groundwater not Encountered During Drilling little coarse to fine GRAVEL, mostly coarse to fine SAND, trace f i nes, nonplastic, 1 ast i c, weak cementation REF /3"l 2.4110 +980 REF/6 1.4 11 Ki) +970—+970 28 17, 4 12 : `OM CLAYEY SAND with GRAVEL SC dense, Olive, moist, l i tt l e fine GRAVEL, mostly coarse to fine SAND, little fines, low plasticity, weak cementation Terminated at El. 968.5 ft Drilled on 10/21/2009 +960 Hammer Energy Ratio (ERi=75%) +960 PROFILE Groundwater not Encountered During Drilling VERTICAL 1 " = 10' HORIZONTAL 1 " = 20' +950 +950 Stationing along "C" Line 21+00 22+00 23+00 24+00 25+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED FOR THE STATE OF CALIFORNIA S. Pirathiviraj BRIDGE NO. R - 3 4 DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 10/21/09 and 10/22/09 DEPARTMENT OF TRANSPORTATION 13.2 L 0 G OF T E S T BORINGS 1 OF 7 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 CU 08224 EA 468001 DISREGARD PRINTS BEARING EARLIER REVISION DATES � REVISION DATES SHEET OF 03/ 105?4110�117134/ it 02/01/12 34 40 FILE => $REQUEST w 0 LU 0 J a_ W LU Q EO 0 LU 0 0 - LU a 0 CL w V) I r BENCHMARKS: Horizontal coordinates are CCS NAD -83 (NSRS2007 ) Vertical control based on NAVD- 88 ( NGS NAVD88 ) Pt. 1010 Z N: 18464720883 E: 67165100983 Elevation: 10540523 SET MAG NL & FLASH FOR AT Pt. 5001 N: 1846561 .879 E: 671 6362 01 30 E I evat I on: 1025.534 SETREBAR �W/'AECP LS 4430'' PLUG 30' +/- SLY OF RAILS, 100' +/- W LY OF CHERRY Pt. 5002 N: 18465740454 E: 67167830325 Elevation: 10270134 SET REBAR W/'AECP LS 4430'' PLUG 30' +/- S'LY OF RAILS, 300' +/- E'LY OF CHERRY NOTES: (1 ) Th I s LOTB sheet was prepared i n accordance w I th the Ca I trans So I and Rock Logging, C I ass i f i cation and Presentation Manual ( June 2007). (2) 204" samples were taken using a Cal ifornia Modified Sampler. (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs fa I I i ng a distance of 30'' was used to advance the drive sampler. (4) Conversion factor from 204" Modified California Ring Sampler blowcounts to Standard Penetration Test ( SPT) b l owcounts is 0.5. z 0 LU LU +1050 +1040 +1030 +1020 +1010 +1000 +990 +970 +950 R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE Cherry Ave RW 22 5 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 383 1 624 02101112 9,oFESS10 REGISTERED CIVIL ENGINEER DATE �o e IVgl S.PIRATHIVIRAJ 09/08/11 No.—C71662 M PLANS APPROVAL DATE � The State of California or its officers or agents -�t Exp. 12/31/13 shall not be responsible for the accuracy or s>q CIVIL �P " C " Line8 a 3 0 completeness of scanned copies of this plan sheet. rF of CAL10' 6 7 A-09-001 SANBAG 1170 W 3RD STREET A-09-111 SAN BERNARDINO, CA 92410 8" EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 PLAN 1 " = 60' 6 Asphalt Concrete SILTY SAND (SM): very gense, Q I i ve, moist, few fine GRAVEL, most I y nnnrco +n -Finn C A KIn I i ++ I n f i nnc nnnn I nc+ 1t- uinn<< r-omnn+n+ i nn 25+00 26+00 27+00 28+00 29+00 30+00 DRAWN BY I J. Fang CHECKED BYI Lo Cheung R. J ie FIELD INVESTIGATION BY: DATE: 10 /21 /09 and 10 /22 /O9 PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 2 3 So Pirathiviraj PROJECT ENGINEER CU 08224 EA 468001 FILE => $REQUEST BRIDGE NO. R-35 +1050 +1040 +1030 +1020 +1000 - +990 off -ogre +970 +960 +950 POST MILES 13.2 ILOG OF TEST BORINGS 2 OF DISREGARD PRINTS BEARING REVISION DATES EARLIER REVISION DATES C- 03/ 10 07/ 10 1012<1 01 1 / 1 0 4 />4 <1 02/01 /12 SHEET 35 Z w Q 0 EO 0 LU 0 n w a 0 w V) 7 W Q OF z 40 w BENCHMARKS POST MILES DIST COUNTY ROUTE TOTAL PROJECT SHEET No TOTAL SH 08 SBd 10 12.3/14.1 384 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD- 88 ( NGS NAVD88) 4L�E02/01 /12 Pt 1010 Q�OFESSIO� REGISTERED CIVIL ENGINEER DATE �o 4 . N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 SET MAG NL & FLASH FOR AT s.PIRATHIVIRAJ z Z 09/08/11 � N0. C71662 rn Pt. 5001 PLANS APPROVAL DATE N: 1846561 .879 E: 671 6362.1 30 Elevation: 1 025.534 Exp. The State of California or its officers or agents 12/31 /13 SETS REBAR �W/"AECP LS 4430" PLUG 30' +/- SLY OF RAILS9 sT CIVIL P shall not be responsible for the accuracy or a TF L Y OF CHERRY completeness of scanned copies of this p / an sheet. OF CALIVO�� Pt. 5002 N: 1846574.454 E: 6716783.325 Elevation: 1 027.1 34 SANBAG SET REBAR W/ AECP LS 4430'' PLUG 30 +/- SLY OF RAILS, 1 1 70 W 3RD STREET 300' +/- E'LY OF CHERRY SAN BERNARDINO, CA 92410 �� EARTH MECHANICS, INC. NOTES ® 17660 NEWHOPE STREET, SUITE E (1) This LOTB sheet was prepared in accordance with the Caltrans Soil A-09-117 RW 33 FOUNTAIN VALLEY CA 92708 and Rock Logging, Classification and Presentation Manual ( June 2007) . (2) 2.4" samples were taken using a California Modified Sampler. (3) An automatic trip hammer system consisting of a hammer weight of F-1 140 lbs falling a distance of 30'' was used to advance the drive sampler. "C" CL Cherry Ave A-09-118 (4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts LINE to Standard Penetration Test ( SPT) b I owcounts is 0.5. 4 35 6 PLAN 7 8 9 1 " = 50' +I +1 J o + 00 __j J Q +1040 +1040 �M A-09-118 J El. +1034.00 ft _ A-09-117 Poorly graded SAND with SILT and GRAVEL (SP -SM): medium dense, olive -gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, +1030 E 1. +1027.50 ft 8.. 21 1 .4 1 OM PA CR noneIastic, weak cementation 45% coarse to fine GRAVEL, 46% coarse to fine SAND, 9% fines +1030 Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, o I Ive-gray, dry, Bulk 2 little coarse to fine GRAVEL, nonplastic, weak cementation mostly coarse to fine SAND, few fines, 36 1 3 PA SILTY GRAVEL with SNAD GM e dense, olive -gray, dry, 57% coarse to fine GRAVEL, .4 - :OM 34 1 .4 1 OM 19% coarse to fine SAND, 24% fines, nonpIastIcweak cementation +1020 + 1 020 ^76/10 2.4 2 M UW PA very dense 50/5 2.4 4 - No recovery m r + M 12711.41 3 : ; OM dense, 36/ coarse to fine GRAVEL, 54% coarse to fine SAND, 10/ fines REF /6" 1.4 5 '.4 OM Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonp I ast i c, weak D z + 1 01 0 o cementation + 1010 0 REF/5 2.4 4 No recovery 83 1.4 6 'OM z a-- Ld74 1.4 7 0 J 143 1 . 41 5 :. OM Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, I I tt 1 e coarse LU +1000 _ to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonp I ast i c, weak Terminated at El. 1003.6 ft +1000 cementation REF/5 2.4 6 OM UW Poorly SAND SILT GRAVEL (SP -SM): dense, -gray, dry, Dr i I led on 10/20/2009 graded with and very olive Hammer Energy Ratio (ERi=75%) little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, Groundwater not Encountered During Drilling Terminated at El. 997.1 ft nonplastic, weak cementation +990 Dri l led on 10/7/2009 +990 Hammer Energy Ratio (ERi=75%) Groundwater not Encountered During Drilling +980 +980 +970 +970 PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 20' +960 +960 Stationing along "C" Line 34+00 35+00 36+00 37+00 38+00 39+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED STATE OF FOR THE CALIFORNIA S. Pirathiviraj BRIDGE NO. R - 3 6 DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 10/7/09 and 10/20/09 DEPARTMENT OF TRANSPORTATION 13.2 L O G O F TEST BORINGS 3 0 F 7 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I CU 2 3 EA 08224 DISREGARD PRINTS BEARING 468001 EARLIER REVISION DATES � REVISION DATES SHEET OF 03/ 105?4110/ /10 7134/ 04/ it 02/01/12 36 40 FILE => $REQUEST LU 0 LU 0 J 0- w w Q EO 0 LU 0 0 - LU a 0 CL w V) I r BENCHMARKS POST MILES SHEET No TOTAL DIST COUNTY ROUTE TOTAL PROJECT SH A-09-005 08 SBd 10 12.3/14.1 385 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) ElVertical control based on NAVD- 88 ( NGS NAVD88) N 402/01 /12 t. 1010 PN REGISTERED CIVIL ENGINEER DATE o 9,OFESSIO e IVgl o 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 A-09-1 09 ����' �Ikc SET MAG NL & FLASH FOR AT 8 RW 688 0 09/08/11rn S.PIRATHIVIRAJ z Pt. 5001 � N0. C71662 PLANS APPROVAL DATE N: 1846561 .879 E: 671 6362.1 30 E I evat i on: 1025.534 SETS REBAR LS 4430" PLUG 30' +/- SLY OF RAILS A-09-1 07 Exp12/31 /13 . The State of California or its officers or agents sT CIVIL P �W/"AECP 9 +/- W LY OF CHERRY ED completeneshall not ss of scanned copiesnsible for hof this planracy rsheet. TF of O�`' CALIF100 Pt. 5002 N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34 SANBAG SET REBAR W/"AECP LS 4430" PLUG 30' +/- S'LY OF RAILS, "B" Line 1 1 70 W 3RD STREET 300' +/- E'LY OF CHERRY 4 95 SAN BERNARDINO, CA 92410 2 3 EARTH MECHANICS, INC. NOTES 6g 4 95 6 WSTREET, TE E 9 90 1 2 FOUNTAIN VALLEY,A9708 (1) This LOTB sheet was prepared in accordance with the Caltrans Soil 77 CL "I-10" Line685 and Rock Logging, Classification and Presentation Manual (June 2007). 685 (2) 2.4"sampIes were taken using a California Modified Sampler. PLAN (3) An automatic trip hammer system consisting of a hammer weight of 1 " = 80' 140 lbs falling a distance of 30" was used to advance the drive sampler. o (4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts N � to Standard Penetration Test ( SPT) b I owcounts is 0.5. +� __j� - QO CD �Q A-09-005 +1 050 EI. +1050.00 ft Bulk 1 -SILTY SAND with GRAVEL (SM): very dense, olive, +1 050 R CP moist, little fine GRAVEL, mostly coarse to f i ne SAND, little fines, nonplastic, weak cementation N 47 1 .4 2,. O +I +1040 J N +' 64 2.4 3 000 +1 040 o Bulk 1 4 o F-6871.415 M Poorly graded SAND with SILT and GRAVEL (SP -SM): + Q 50/6 2.4 6 M UW very dense, olive, dry, I i tt I e coarse to fine +1030 J I _ A - 09 -109 60 1.4 7 M GRAVEL, mostly coarse to fine SAND, trace fines, nonp I ast i c, weak cementation +1030 X.0 r A- 09- EI. +1024.00 ft 8.. Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, 56 2. 4 8 M UW DS :•. OOO SILTY SAND (SM): dense, dark olive -brown dry, +1020 E I +1015.40 ft olive -gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND few fines, non Iastic weak cementation 35 1 FT 4 OM few fine GRAVEL most) coarse to fine SAND I i tt I e fines nonplastic, weak cementation 9 +1020 . 8.. _ SILTY SAND SM dense, I I brown, dry,, few 27 1 .4 1 M CR OO SILTY SAND SM dense, I few to .4 Poor I y graded SAND w I th SILT and GRAVEL SP -SM e Bulk 0 i ght o i ve coarse o i ve-brown, moist, coarse dense, olive, dry, I i.tt I e coarse to fine GRAVEL, to fine GRAVEL mostly coarse to fine SAND, little fines, nonplastic, weak cementation fine GRAVEL, mostly coarse to fine SAND, little fines, non I ast i c weak cementation 52/6 2.4 10 OM UW mostly coarse to fine SAND, trace fines, 54 1.4 1 O PA Poorly SAND SILT GRAVEL (SP -SM): 74 2.4 2 M UW PA OOO Poorly SAND SILT GRAVEL SP -SM dense, ': non I ast i c weak cementation ,; graded with and very graded with and Poorly graded SAND with GRAVEL SP dense olive - +1010 dense, I fight olflve-brown, dry, 38% coarse to fine GRAVEL, 54% to fine SAND, 8% fines, I i olive -gray, dry, 43% coarse to fine GRAVEL, 49% coarse to fine SAND, 9% fines, I i 45 1.4 11 0 gray, dry, little coarse to fine GRAVEL, mostly +1 010 coarse nonp ast c, weak 55 2.4 2 62 1 .4 3 M O c, weak cementation nonplastic ast coarse to fine SAND, trace fines, nonplastic, r� cementation very dense,Iittle coarse to fine GRAVEL, mostly coarse to weak cementation r m No recovery `- 3 OM SILTY SAND GRAVEL SM dense, I I _ 47 1 SILTYbrown, 80 2.4 4 OM UW fine SAND few fines dense ' REF/6 2.4 12 OM UW Poorly graded SAND with SILT and GRAVEL (SP -SM) - < D .4 with very i ght o i ve dense, o I i ve, dry, little coarse to fine GRAVEL, z +1000 moist, I i tt I e fine GRAVEL, mostly coarse to fine SAND, I ittIe fines weak cementation nonplastic, 13 OM . most I y coarse to fine SAND, trace f i nes, +1000 ~' oo REF/4 2.4 4 36 1.4 5 .4 nonplastic, weak cementation ementation Poorly graded GRAVEL with SILT and SAND (GP -GM): very becomes moist light olive > dense, , , 37% coarse to fine SAND, 5% fines, nonplastic, weak REF/5 2.4 6 14 SILTY SAND (SM): densedark olive-brown, dry,REF/62. fine GRAVELmostly coarse to fineSAND, 73 1.4 5 cementation tt littl e fines nonplastic, weak cementationJ LL] +990 Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, o I i ve-gray, dry, I i tt I e coarse to fine GRAVEL, 53 1 7 OM 50/6 1.4 15 OM Poorly graded SAND with SILT and GRAVEL SP -SM dense, I i tt I to fine +990 REF /4 2.4 6 M UW .4 very olive moist, e coarse mostly coarse to fine SAND, few fines, nonplastic, weak GRAVEL, mostly coarse to fine SAND, trace fines, Terminated at El. 985.1 ft cementation 18012.41 8 OM UW becomes dense, moist Terminated Dri I led at E I. 989 ft on 9/21/2009 nonplastic, weak cementation Drilled on 9/24/2009 +980 Hammer Energy Ratio (ERi=75% DriIIing -,.�; Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Dri I I ing +980Groundwater not Encountered During 35 1.49-1 (SM): SILTY SAND SM e dense, olive -brown moist, mostly coarse 1 .419-2 to fine AND little fines non Iashic weak cementation 5412.4110 M UW CLAYEY SAND (SC): very dense olive -brown moist, 1% fine GRAVEL, 60% medium to fine SAND, 39% fine's, I ow plasticity, +970 weak cementation dense mostly medium to fine SAND little fines +970 80 1 .4 11-1 SILTY SAND (SM): very dense, olive -brown, moist, mostly coarse to fine SAND, little fines, nonplastic, weak REF /4 12.4112 M UW cementation Poorly graded SAND with SILT and GRAVEL (SP -SM): very +960 Terminated at E l . 963.7 ft dense, olive -brown , moist, little coarse to fine GRAVEL, +960 FILE PROFILE 0 Drilled on 9/25/2009 mostly coarse to fine SAND, few fines, nonpIastic, weak Hammer Energy Ratio (ER i =75%) cementation VERTICAL 1 " = 10' Groundwater not Encountered During Dr i I I i hgor l y graded SAND with GRAVEL (SP): very dense, o l i ve- HORIZONTAL 1 " = 40' dry, little coarse to fine GRAVEL, mostly coarse to Kn(e'9SAND, +950 trace fines, non Iastic weak cementation +950 Stationing along "I-1 0" Line 686+00 688+00 690+00 692+00 694+00 696+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED FOR THE STATE OF CALIFORNIA S. Pirathiviraj BRIDGE NO. R - .3 7 DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 09/21/09 to 09/25/09 DEPARTMENT OF TRANSPORTATION 13.2 L 0 G OF T E S T BORINGS 4 OF 7 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ORIGINAL SCALE IN INCHES CU 08224 FOR REDUCED PLANS 0 I 2 3 EA 468001 DISREGARD PRINTS BEARING EARLIER REVISION DATES � REVISION DATES SHEET OF 03/ 105?4110�117134/ it 02/01/12 37 40 FILE => $REQUEST LU 0 LU 0 J w w Q 0 EO 0 LU 0 0 - LU a 0 CL w V) I r BENCHMARKS: Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD- 88 ( NGS NAVD88 ) Pt. 1010 N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 SET MAG NL & FLASH FOR AT Pt. 5001 N: 1846561 .879 E: 671 6362.1 30 E I evat i on: 1025.534 SET/ REBAR �W/"AECP LS 4430" PLUG 30' +/- SLY OF RAILS, LY OF CHERRY Pt. 5002 N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34 SET REBAR W/''AECP LS 4430" PLUG 30' +/- S'LY OF RAILS, 300' +/- E'LY OF CHERRY NOTES: (1) This LOTB sheet was prepared in accordance with the Caltrans Soil and Rock Logging, Classification and Presentation Manual ( June 2007) . (2) 2.4'1 samples were taken using a California Modified Sampler. (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs falling a distance of 30" was used to advance the drive sampler. (4) Convers i on factor f rom 2.4" Mod i f i ed Ca I i forn i s R i ng Samp I er b I owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5 +1050 +1040 +1030 +1020 +1010 zo +1000 < > w LU w +990 +970 +960 +950 R. Zezof f DESIGN OVERSIGHT )9-108 u Asphalt SILTY SAND with GRAVEL (SM): dense, yellowish 35 1 .4 1 O brown, moist, little fine GRAVEL, most I y coarse to fine SAND, little fines, nonplastic, weak cementat i on 15612.41 2 UW Poorlygraded SAND with SILT and GRAVEL SP -SM Bu I k 3 dense, 01 i ve-gray to o 1 i ve-brown, dry, I i tt I e coarse to fine GRAVEL, mostly coarse to fine 13511.41 4 M CR SAND trace fines non lastic weak cementation SILTY SAND with GRAVEL (SM): dense, olive -brown, 50/6 2.4 5 OM UW PA moist, little fine GRAVEL, mostly coarse to fine SAND little fines nonplastic, weak cementation Poorly graded SAND with GRAVEL (SP): very dense, 59 1 .4 6 OM o I ive-gray, dry, .31 % coarse to fine GRAVEL, 65% coarse to fine SAND, 4% fines, nonplastic, weak cementation Poorly graded SAND with SILT and GRAVEL SP -SM very dense, olive -gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace 551 .4 1 7 OM fines nonplastic, weak cementation 9 Poorly graded SAND with GRAVEL (SP): very dense, Terminated at El. 996.5 ft o I ive-gray, moist, little coarse to fine GRAVEL, Drilled on 9/23/2009 mostly coarse to fine SAND, trace fines, Hammer Energy Ratio (ER i =75%) nonplastic, weak cementation Groundwater not Encountered During Drilling SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheung PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 20' 690+00 R. J ie 4 A-09-1 10 El 3 4 g 690 "I-10'' LINE RW 690W 11R3" LINE 4 3 690 2FIE 7 8 ® A-09-002 A-09-1 08 C 0 E I . +1023.50 ft PLAN 1 " = 80' +� N O N A-09-110 LJ Poorly graded SAND with SILT and GRAVEL (SP -SM): medium CP OR SE dense, olive -gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonplastic, weak O cementation OM UW DS PA Well -graded GRAVEL with GRAVEL (GW): medium dense, olive o J KND� aydry.51/ coarse to fine GRAVEL, 45/ coarseto fine 4% fines nonplastic, weak cementation Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, o I i ve-gray, dry, little coarse to fine GRAVEL, EF Dm mostly coarse to fine SAND, few fines, nonplastic, weak cementation PoorlDm y graded GRAVEL with SILT and SAND (GP -GM): dense, of ive-gray, dry, mostly coarse to fine GRAVEL, some coarse to fine SAND. few fines. nonD I ast i c. weak cementation 1 Dm Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, o i l ve-gray, moist, little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonplastic, weak Dmcementation Dm @ E I . +1056.50 ft becomes dense DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 386 624 02/01 /12 �OFESSIO REGISTERED CIVIL ENGINEER DATE �o e IV4 S.PIRATHIVIRAJ z 09/08/11 U No. C71662 M PLANS APPROVAL DATE � Exp. 12/31/13 � The State of California or its officers or agents shall not be responsible for the accuracy or STa CIVIL �P completeness of scanned copies of this plan sheet. TF of CAL VO SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 'I-10'' Line STA. 693+73±; 79RT± A - 09 - 002 8 5 Asphalt Concrete SILTY SAND with GRAVEL SM): very dens, of ive moist, Dm little fine GRAVEL, most y coarse to fine SANG, little fines, nonp I ast i c, weak cementation M� UW DS becomes dense �� M)rp Uva SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonpIastic, weak cementation becomes very dense SILTY SAND with GRAVEL (SM): dense, olive -brown moist� 17% fine GRAVEL, 60% coarse to fine SAN15, 23/ fines nonplastic, weak cementation Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, I i tt I e coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, 9 weak ce F-6311.4114 OM Poorly graded SAND with SILT and GRAVEL SP -SM very dense, olive -brown, dry little coarse to CLAYEY SAND (SC): medium dense, o I i ve-brown,moist, most I y fine GRAVEL, mostly coarse �o fine SAND, trace medium to fine SAND, little fines, low plasticity, weak 42 2.4 15 OM UW PA DS fines nonplastic weak cementation �OOOM UW PA PP cementation PPSANDY SANDY lean CLAYEY (CL): hard 01 I ve brown moist, O brown lean CLAY 9CL o very st i f f, dark yellowish 34% medium to fine SAND 66% fines low 9 I ast i c ty, weak 37 1.4 16 M PA brown, moist, 38% fine SAND, 62% fines, low P �� plasticity, PP>4.5 tsf cementation PP >4.5 tsf 9 9 45% medium to fine SAND, 55% fines, 1 ow plasticity Dm SILTY SAND SM very dense o I I ve-brown, moist, mostly 150/5''12.4117 ` , ; OM SILTY SAND SM e very dense, o 1 I ve-brown, mo I st, coarse to fine SAND, some lines, nonplastic, weakfew fine GRAVEL, most coarse to fine SAND! cementation little fines, nonplastic weak cementation, w l th No recovery 90/11 1 .4 18 :: `OM UW Tense of CLAYEY SAND a� top Terminated at El. 963 ft Drilled on 9/24/2009 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Drilling FIELD INVESTIGATION BY: DATE: n9 /1 7 /n9 tn n9 /24 /n9 Poorly graded SAND with GRAVEL (SPF: very dense, 78 2.4 19 0 olive -brown, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, non lastic weak cementation Terminated at El. 955 ft SILTY SAND (SM): dense, olive -brown, moIst, Drilled on 9/17/2009 mostly coarse to fine SAND, little fines, Hammer Energy Ratio (ER i =75%) nonplastic, weak cementation Groundwater not Encountered During Drilling +1050 +1040 +1030 +1020 +1 01 0 M F M > +1000 0 z w +990 0 w +980 Lu +970 +960 I- 0 EO 0 +950 Fu I0 0 Stationing along "I-10" Line ICD LU 691+00 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 692+00 PREPARED FOR THE STATE OF CALIFORNIA S. Pirathiviraj PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION CU 08224 12 3 EA 468001 FILE _> REQUEST 693+00 BRIDGE NO. POST MILES 13.2 LOG OF DISREGARD PRINTS BEARING EARLIER REVISION DATES 694+00 w R-38 TEST BORINGS OF 7LU Q REVISION DATES SHEET OF z 0 07 10 10i 10 v 1 04i 11 02101112 1 3 8 40 LU REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) CEMENTATION Description Criteria Weak Crumb I es or breaks w i th hand I i ng or A i tt I e f i nger pressure. Moderate Crumbles or breaks with considerable Rotary drilled boring f i nger pressure. Strong Will not crumble or break with finger " pressure. BOREHOLE IDENTIFICATION Symbol Hole Type Description s�Ze A Auger Boring s�Ze R Rotary drilled boring Strength (tsf) P Rotary percussion boring (air) " R Rotary drilled diamond core N HD Hand driven (1 -inch soil tube) HA Hand Auger ® D Dynamic Cone Penetration Boring ® CPT Cone Penetration Test (ASTM D 5778-95) r , 0 Other L_J 0025 to 0.50 Penetrated severalinches by and kneading to reach the plastic Iimito The Note: Size in inches. Top Hole E l . Casing driven — Size of Sampler (inches) SPT N -Value (per ASTM 1586-99), P = push sample, or as noted R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE Hole I.D. o 000< 16 11.4 /. 3 'I Description of materia Muw uu --Field & Lab Tests GWS Elev. Date measured Material change Estimated material change Soil/Rock boundary Boring Date Terminated at E I ev Hammer Energy Ratio (ERi) _ ROTARY BORING OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheang CONSISTENCY OF COHESIVE SOILS PLASTICITY OF Unconfined Pocket Description Description Compress i ve Penetrometer Torvane Field Approximation Measurement (tsf ) A 1/8 -inch thread cannot be rolled Strength (tsf) Measurement (tsf) Very Soft < 0025 < 0.25 < 0012 Easily penetrated several inches plastic limit. by fist Soft 0025 to 0050 0025 to 0050 0012 to 0025 Easily penetrated several inches The thread cannot be rero I I ed after reaching the plastic Iimito The lump crumbles by thumb Medium Stiff 0.50 to 1.0 0050 to 1.0 0025 to 0.50 Penetrated severalinches by and kneading to reach the plastic Iimito The thread High thumb with moderate effort formed without crumbling when drier than ReadiIy indented by thumb but Stiff 1 to 2 1 to 2 0.50 to 1.0 penetrated only with great effort Very Stiff 2 to 4 2 to 4 1.0 to 2.0 Readily indented by thumbnail Indented by thumbnail with Hard > 400 > 4.0 > 200 difficulty F_ 0 0 U O Top Hole EI o0 0 0 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. Date ensured drop or as noted) P ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: nq/1 5/001 to nc)/25/n01 Top Hole EI No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 202" cone, or as noted) C: 0 4- U O J Hole I.D. NPC 2 E I . 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION So Pirathiviraj PROJECT ENGINEER ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 387 624 LE02/01 /12 gOFFSSIO REGISTERED CIVIL ENGINEER DATE 1:) e �4<' S. PIRATHIVIRAJ z 09/08/11u No. C71662 M PLANS APPROVAL DATE � . � The State of California or its officers or agents Exp12/31 /13 shall not be responsible for the accuracy or ST4C I V I L �P completeness of scanned copies of this plan sheet. TF of CALtFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B FOUNTAIN VALLEY. CA 92708 TOD Hole EI Pressure measured along sleeve friction element (34.88 i n t area) divided by pressure measured on tip element. C: 0 Hole I.D. U Pressure measured on tip element (2033 int area) 6 4 2 0 10 20 30 20 2t0 Friction Ratio (%) Tip Bearing (MPa) Boring Date BRIDGE NO. CONE PENETRATION TEST (CPT) SOUNDING R-39 POST MILES 13.2 ILOG OF TEST BORINGS 6 OF 7 REVISION DATES SHEET OF DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 103/ 10 15?!110�110 j'/ 4e134/ 04/ it 02/01/12 1 1 1 1 39 1 40 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J LU LU Q 0 EO 0 LU I- 0 n LU a 0 fl' r z PLASTICITY OF FINE-GRAINED SOILS Description Cr i ter i a Nonp I ast i c A 1/8 -inch thread cannot be rolled at any water content. The thread can barely be rolled and the lump cannot be formed when drier than the Low plastic limit. The thread is easy to roll and not much time is required to reach the plastic limit o Medium The thread cannot be rero I I ed after reaching the plastic Iimito The lump crumbles when drier than the plastic limit. It takes considerable time rolling and kneading to reach the plastic Iimito The thread High can be rero I I ed several times after reaching the plastic Iimito The lump can be formed without crumbling when drier than the plastic limit. F_ 0 0 U O Top Hole EI o0 0 0 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. Date ensured drop or as noted) P ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: nq/1 5/001 to nc)/25/n01 Top Hole EI No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 202" cone, or as noted) C: 0 4- U O J Hole I.D. NPC 2 E I . 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION So Pirathiviraj PROJECT ENGINEER ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 387 624 LE02/01 /12 gOFFSSIO REGISTERED CIVIL ENGINEER DATE 1:) e �4<' S. PIRATHIVIRAJ z 09/08/11u No. C71662 M PLANS APPROVAL DATE � . � The State of California or its officers or agents Exp12/31 /13 shall not be responsible for the accuracy or ST4C I V I L �P completeness of scanned copies of this plan sheet. TF of CALtFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B FOUNTAIN VALLEY. CA 92708 TOD Hole EI Pressure measured along sleeve friction element (34.88 i n t area) divided by pressure measured on tip element. C: 0 Hole I.D. U Pressure measured on tip element (2033 int area) 6 4 2 0 10 20 30 20 2t0 Friction Ratio (%) Tip Bearing (MPa) Boring Date BRIDGE NO. CONE PENETRATION TEST (CPT) SOUNDING R-39 POST MILES 13.2 ILOG OF TEST BORINGS 6 OF 7 REVISION DATES SHEET OF DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 103/ 10 15?!110�110 j'/ 4e134/ 04/ it 02/01/12 1 1 1 1 39 1 40 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J LU LU Q 0 EO 0 LU I- 0 n LU a 0 fl' r z REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) GROUP SYMBOLS AND NAMES Graphic/Symbol Group Names Graphic/Symbol Group Names ® 0® � Very loose Well -graded GRAVEL 0 - 4 Lean CLAY 5 to GW 10 Medium Dense 15 to Lean CLAY with SAND ®®0 Dense Wel 1 -graded GRAVEL with SAND 31 - 50 Lean CLAY with GRAVEL 50 to > 50 CL SANDY lean CLAY o 00 0 o Poorly graded GRAVEL SANDY lean CLAY with GRAVEL 0 00° GP GRAVELLY lean CLAY 0 ° O Poorly graded GRAVEL with SAND GRAVELLY lean CLAY with SAND 0 0 ® ® ® Well -graded GRAVEL with SILT SILTY CLAY GW -GM SILTY CLAY with SAND ® Wel 1 -graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL ® 0 CL -ML SANDY SILTY CLAY ® ® We I I - raded GRAVEL with CLAY (or SILTY CLAY) SANDY SILTY CLAY with GRAVEL ® GW -GC Wel I - raded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY ® (or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND 0 00 0 & Poorly graded GRAVEL with SILT SILT o c GP -GM SILT with SAND 0 ° Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL '9A ML SANDY SILT a 00 o Poorlyy ggraded GRAVEL with CLAY (or 'SOYr CLAY) SANDY SILT with GRAVEL o ° GP -GC Poorly graded GRAVEL with CLAY and GRAVELLY SILT ° ° 0 ° SAND (or SILTY CLAY and SAND) GRAVELLY SILT with SAND ° SILTY GRAVEL ORGANIC lean CLAY GM ORGANIC lean CLAY with SAND o ° ° ° SILTY GRAVEL with SAND ORGANIC lean CLAY with GRAVEL OL SANDY ORGANIC lean CLAY ° CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC GRAVELLY ORGANIC lean CLAY 0 CLAYEY GRAVEL with SAND GRAVELLY ORGANIC lean CLAY with SAND o °ORGANIC � SILTY, CLAYEY GRAVEL SILT GC -GM ORGANIC SILT with SAND O SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° Wel 1 -graded SAND SANDY ORGANIC SILT with GRAVEL o SW GRAVELLY ORGANIC SILT Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND :. Poorly graded SAND Fat CLAY SP Fat CLAY with SAND :. .: Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY ° We I I -graded SAND with SILT SANDY fat CLAY with GRAVEL o SW -SM GRAVELLY fat CLAY Well -graded SAND with SILT and GRAVEL GRAVELLY fat CLAY with SAND Wel I - raded SA D with CLAY Elastic SILT o _ SW SC (or SILTY CLAY Elastic SILT with SAND ° Well - raded SAND with CLA and GRAVEL (or SILTY CLAY and GRAVEL Elastic SILT with GRAVEL °. MH SANDY elastic SILT Poorly graded SAND with SILT SANDY elastic SILT with GRAVEL SP -SM GRAVELLY elastic SILT Poorly graded SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND Poor I yy gqraded SAND with CLAY ORGANIC fat CLAY SP -SC (or S Y' CLAY) ORGANIC fat CLAY with SAND Poor Iy raded SAND with CLAY and GRAVEL �or SILTY CLAY and GRAVEL) ORGANIC fat CLAY with GRAVEL OH SANDY ORGANIC fat CLAY SILTY SAND SANDY ORGANIC fat CLAY with GRAVEL SM GRAVELLY ORGANIC fat CLAY SILTY SAND with GRAVEL GRAVELLY ORGANIC fat CLAY with SAND CLAYEY SAND ORGANIC elastic SILT SC ORGANIC elastic SILT with SAND CLAYEY SAND with GRAVEL ORGANIC elastic SILT with GRAVEL OH SANDY ORGANIC elastic SILT SILTY, CLAYEY SAND SANDY ORGANIC elastic SILT with GRAVEL SC -SM GRAVELLY ORGANIC elastic SILT SILTY, CLAYEY SAND with GRAVEL GRAVELLY ORGANIC elastic SILT with SAND ORGANIC SOIL PT PEAT ORGANIC SOIL with SAND ORGANIC SOIL with GRAVEL ' OL /OH SANDY ORGANIC SOIL 00C COBBLES SANDY ORGANIC SOIL with GRAVEL COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheung R. J ie FIELD INVESTIGATION BY: DATE: nil/1 5/001 +n n01/25/n01 FIELD AND LABORATORY TESTING C Conso I i dat i on ( ASTM D 24 35 ) CL Col lapse Potential ( ASTM D 5333 ) CP Compaction Curve ( CTM 21 6 ) CR Corros i v i ty Testing (CTM 643, CTM 422, CTM 417) CU Conso I i dated Undra I ned Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) M Moisture Content ( ASTM D 221 6 ) OC Organic Content- % ( ASTM D 2974 ) P Permeability (CTM 220) (PA) Particle Size Analysis (ASTM D 422) PI Plasticity Index (AASHTO T 90) Liquid Limit (AASHTO T 89) PL Point Load Index (ASTM D 5731 PM Pressure Meter PP Pocket Penetrometer R R -Value ( CTM 301 ) SE Sand Equivalent ( CTM 21 7 ) (SG Specific Gravity (AASHTO T 1 00) SL Shrinkage Limit (ASTM D 427) SW Swell Potential (ASTM D 4546) TV Pocket Torvane Unconf I ned Compress i on -So i UC (ASTM D 2166) Unconfined Compress i on -Rock (ASTM D 2938) UU Unconso I I dated Undra i ned Triaxial (ASTM D 2850) UW Unit Weight (ASTM D 4767) VS Vane Shear (AASHTO T 223) PREPARED FOR THE STATE OF CALIFORNIA I so PirathIvIraj PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 388 624 02101112 �oVEssjo REGISTERED CIVIL ENGINEER DATE �o e �ql S. PIRATHIVIRAJ z 09/08/11 No. C71662rn PLANS APPROVAL DATE � The State of California or its officers or agents -�t Exp. 12/31/13 shall not be responsible for the accuracy or STa CIVIL �P completeness of scanned copies of this plan sheet. TF of CALIVo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B FOUNTAIN VALLEY. CA 92708 APPARENT DENSITY OF COHESIONLESS SOILS Description Dry SPT N 60 (B I ows / 12 1 nches ) Very loose Moist 0 - 4 Loose 5 to 5 - 10 Medium Dense 15 to 11 - 30 Dense 30 to 31 - 50 Very Dense 50 to > 50 MOISTURE Description Criteria Dry Absence of moisture, dusty, dry to the Criteria touch Moist Damp but no visible water Wet Visible free water, usually soil is 5 to below water table PERCENT OR PROPORTION OF SOILS Description > 1211 Criteria Trace Particles are present be less than 5% but estimated to Few Fine 5 to 10% Little No. 10 to No. 4 15 to 25% Some No. 200 to No. 40 30 to 45% Mostly 50 to 100% PARTICLE SIZE Description Size Bou I der > 1211 Cobble 31I to 12" Grave I Coarse 3/4" to 3" Fine No. 4 to 3/4'' Sand Coarse No. 10 to No. 4 Med i um No. 40 to No. 10 Fine No. 200 to No. 40 BRIDGE NO. R-40 POST MILES 13.2 LOG OF TEST BORINGS 7 OF 7 DISREGARD PRINTS BEARING REVISION DATES SHEET OF EARLIER REVISION DATES CM1 03/ 10 15?4110�110 1/ 1 04/ it 02/01/12 40 40 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J LU LU Q 0 EO 0 LU I- 0 0- w a 0 fl' r z M