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206_0661-0838
x 12 wo CQ Q� vo Q� z� ti wZ Qcrz O J O Q U U Z = Q U W J � C1 � Z Q LQ v) Q U ti C) O� C� Q Qz �Q ti O cc onQ) QZ W � cr- CL, Q Q � INDEX OF SHEETS SHEET NO DESCRIPTION STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION i w a TITLE SHEET AND LOCATION MAP KILOMETER POST TOTAL PROJECT SHEET No o Qo x Ld 2-7 8 o0 0 TYPICAL SECTIONS KEY MAP AND LINE INDEX P R d J E C T PLANS FOR 178 9-14 E LAYOUTS c 'coo 15-23 PROFILES AND SUPERELEVATION DIAGRAMS STATE M 1 24-32 CONSTRUCTION DETAILS z L a°c U Q 33-41 LAN WATANDESUMMARYTOFN IN R42-47 QUANTITIES DRAINAGE AND GRADING PLANS PROFILES NEAR LAKE 48-51 DRAINAGE �9—�� f1RATNACF f1FTATl C dl�lfl (11 Id�ITTTTF CONSTRUCTION ON GHWAY COUNTY ELSINORE 57-59 UTILITY PLANFROM 0.2 km NORTH OF INDIAN WASH CHANNEL BRIDGE 60 CONSTRUCTION AREA SIGNS AND QUANTITIES 61-110 STAGE CONSTRUCTION, TRAFFIC TO 0.5 km �1ORTH OF INDIAN TRUCK TRAIL UNaERCR4SSING HANDLING PLANS AND DETOURS AND STAGE CONSTRUCTION TRAFFIC HANDLING QUANTITIES 111-120 PAVEMENT DELINEATION AND QUANTITIES 121 SUMIMARY OF QUANTITIES 122-140 SIGN PLAN, DETAILS AND QUANTITIES 141-156 SIGNAL AND LIGHTING, i rcu-rrnir_ nnin crrri ri i i ianrrierTn C:) N 9 RAMP METERING SYSTEM U 157-159 RETAINING WALL PLAN w Q 160-178 TIEBACK WALL PLANS � RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT APPROVALS s To be supe I emented by Standard Plans dated July, 2004 M 0 Q CU Ln �E w0+ roBEGIN CONSTRUCTION c +- c- p WHIE STA 169+41 KP 48.6 �Qo PM 30.2 1�2 ---------------- ------------------_------- ---------- --- - ---- ------ ) ��y ------------- _ o --.._..:.... _ j.... - ---- _ °- Begin Work _ :.....o - o cn a v� - .�-_- + _ ---' o' _ a 1 6 00 _ St 2 _ W N C - --- - ..... ... .... ... _ W o -'`� �` _�� _ 1 71 1 7 --------- 172 2. > U -�- - 7 p v Y e h.- aO z o o L - 169 CD C: e =k=� CL or +- n x � a ._ � s� E w — v `\ '> �. O Q cc Q 4- + f- 2 _ �y Limit of Work (Indian Truck TraiI) "ITT5 LINE Sta 3+640346 ga DIST w a ROUTE KILOMETER POST TOTAL PROJECT SHEET No o Qo x Ld 0j i o0 0 15 w o 178 E (_00 c 'coo x------ z L a°c U Q RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT APPROVALS s To be supe I emented by Standard Plans dated July, 2004 M 0 Q CU Ln �E w0+ roBEGIN CONSTRUCTION c +- c- p WHIE STA 169+41 KP 48.6 �Qo PM 30.2 1�2 ---------------- ------------------_------- ---------- --- - ---- ------ ) ��y ------------- _ o --.._..:.... _ j.... - ---- _ °- Begin Work _ :.....o - o cn a v� - .�-_- + _ ---' o' _ a 1 6 00 _ St 2 _ W N C - --- - ..... ... .... ... _ W o -'`� �` _�� _ 1 71 1 7 --------- 172 2. > U -�- - 7 p v Y e h.- aO z o o L - 169 CD C: e =k=� CL or +- n x � a ._ � s� E w — v `\ '> �. O Q cc Q 4- + f- 2 _ �y Limit of Work (Indian Truck TraiI) "ITT5 LINE Sta 3+640346 ga DIST COUNTY ROUTE KILOMETER POST TOTAL PROJECT SHEET No TOTAL SHEET8 Riv 15 4806/4903 1 178 DEL NORTE SISKIYOU MODOC TRINITY SHASTA LASSEN HUMBOLDT TEHAMA PLUMAS GLENN BUTTE SIERRA MENDOCINO NEVADA COLUSA .1LAKE PLACER EL DORADO YOLO SONOMA NAPA ��� ALPI NopoSOLANIN CONTRA �,p 1� TUOLUMNE MONO COSTA PSAN FRANCISCO LA ED Jo JSMARIPOS SAN MATED SANTACLARA MERCEDSANTA CRUSANFRESNO INYO BENITTULARE MONTEREY KINGS SAN LUIS OBISPO KERN SAN BERNARDINO SANTA BARBARA LOS ANGE.LL ENTURLOCATION MAP 0ANGE IMPERIAL SAN DIEGO The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. o too htt ://www.dot.co.gov Caltrans now has a web sitees To get to the web site, g p AS OWLT CONT94CT No. O'b-OP- -90+ C,C; A©E® �•s.!>a°:D�"'!8®�-'�8e��sy+fi".< Vol f Asµ allf lnfan- l -fon Caltrans _._CLi "::. 1::. :::._::_:_ _END CONSTRUCTION _ - __ STA 177+ KP 49 3 -_------------------- P 1111 30.- n orT75 14 �----Sto 213+00 To Corona INDIAN _TRUCK TRAIL UC `'�-��.... Br No 56-0676 L/R 8 �,. �.............. ......_---_.... ..---••--•--•---. . .2.7-3 ........ ---- ---- -- _ D ... �- o .. ryry o C A� CANYON Rd 5 + ,.1- .......... ,` No S 52 Q S I0 -}— Nq C a) IMOTHY T. S o �N+ Q '$ 13 �i HAILE CD rn 72109 U -� U CD !' Jr4 Pro ect Engineer Date � No• m Limit Of Work 6/30/12 ;.e. `• = Registered Civil Engineer Exp. o a) _ , .�L m t Of Work s Civil �� (Temescal Canyon Rd - o (Temescal Canyon Rd ) :e "` F CALI °- 0°° "T" LINE STa 1 47+89 M..,M.,,.. C,�„y,°�..r - z J �- 0 1 -. 3 CD Q C.. D_ = U) RIVERSIDE RIVERSIDE COUNTY LJ ox 7C) n u Q O C Q 0~ The Contractor shall possess the Class (or classes) of license as specified in the "Notice to Contractors". FORM DC -OE -93 -PF (REV. 3/88) RELATIVE BORDER SCALE IS IN MILLIMETERS NO SCALE 0 20 40 60 80 1 1 1 1 1 1 1 1 1 "T" LINE Sta 152+66 USERNAME => PCRUZ DGN FILE => 4256ab-CaltAgn APRIL 28, 2011 Plans Approval Date RBF CONSULTING 3300 E. GUASTI RD. STE. 100 ONTARIO, CA 91761 COUNTY OF RIVERSIDE 4080 LEMON STRET RIVERSIDE, CA 92501 Contract No. 08-OE4504 CU 08224 EA OE4501 i X x V) 0 W w ry w Lu Q o NOTES .NEW STRUCTURAL SECTIONS EXIST STRUCTURAL SECTIONS uric 1 DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO TOLERANCES SPECIFIED IN 180 mm HMA (TYPE A) 107 mm HMA (TYPE A) THE STANDARD SPECIFICATIONS. 1 300 mm AB (CLASS 2) A 198 mm AB (CLASS 2) 2. FOR SUPERELEVATION REFER TO PROFILE AND SUPERELEVATION DIAGRAM SHEETS. 480 mm AS (CLASS 2) 274 mm AS (CLASS 2) 3. AXIS OF ROTATION FOR SUPERELEVATION IS LOCATED AT THE PG OF THE ROADWAY SECTION. 4. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER° 150 mm HMA (TYPE A) 61 mm HMA (TYPE A) 2 255 mm AB (CLASS 2) B 122 mm AB (CLASS 2) 5. FOR ALL LOCATIONS OF HMA DIKE, SEE LAYOUT SHEETS. 375 mm AS (CLASS 2) 152 mm AS (CLASS 2) 6° FOG SEAL COAT SHALL BE APPLIED TO ALL AC SURFACES EXCEPT TRAVELED WAYS, AND DETOURS OR AS DIRECTED BY THE ENGINEER. 150 mm HMA (TYPE A) 61 mm HMA (TYPE A) 7. FOR LOCATIONS AND TYPE OF MBGR, SEE LAYOUT SHEETS AND QUANTITY SHEETS. 3A 225 mm AB (CLASS 2) C 122 mm AB (CLASS 2) 8. FOR SHOULDER BACKING LIMITS SEE LAYOUT AND TYPICAL CROSS SECTIONS. 360 mm AS (CLASS 2) 137 mm AS (CLASS 2) SIAIIUN w J LINE �N- ES ETW ETW ES HP a < Var 1 °2� Var 6.36-6.06 2°4 1.5- 5.89-6.0 °55°89-6.0 ME Q i z OG i PG a I Var 5°9% rr TO 5 5% Var 3.5-4.7 �>- 135 --------- ----- . ° - ------ - 5° 1:4 OR m m >- _ -- ---------------- -_-- --------- - FLATTER �o (ROUTE 15) aw---------------- --- - Jz w ( CLASS DO U INTERLOCKING Conc PAVERS STA 176+16.009 -------- Q TO 176+85°217 1 A HMA DIKE um AS ( SEE Const DETAILS) (TYPE D ) NORTHBOUND ON RAMP "I TT1 " STA 176+27.158 TO STA 176+29.46 11ITT1 " w STATION �- LINE FL ES ETW "--- (A Var 1 ° 1 .Zi Var 10.8-6.36 �c w �te 3.3-7.6 V I ZI- I a a HP [C --Cl 80 mm HMA ( TYPE A) DIST COUNTY ROUTE KILOMETER PO11 ST SHEET TOTAL TOTAL PROJECT Noe SHEETS''` 8 R v 15 4806/49; 3 178 4/26/11 ��pFESSIQ� RE R D CIVIL ENGINEER DATE �a 4� IMOTHY T. �, HAILE �. April 289 2011 m" PLANS APPROVAL DATE No. 72109 - XP. 6/30/12 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHAL 1 NOT BE RESPONSIBLE FOR CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 E OG - - "ITT1" SAWCUT AT Exist ETW STATION LINE ES ETW ETW ES 1 .2' Var 2.4 Var Var ETW ES HP Var 11 .5 2.4 TO 3.598 Var Var 3°5-6°7 13°0 TO 1400 0-4 0- 1 OG V) N.,1 ° 5 Var! Ir OG 2% 1 PG ______________- ------------------ TO I Var 2% Var ' I TO 6% - ROUNDING (Typ __--___ -_ ZO SLOPE OG � 1 0 4 OR FLATTER 5%- HMA DIKE ( TYPE D)- 1:6 SIDE GUTTER oc SLOPE ROUNDING (Typ) Va r 7.6-35°7 _ ________ __-- - --5/ ROUNDING (Typ) 1:4 OR ------------------ I5% FLATTER OG 4�1 NORTHBOUND ON RAMP "ITT1 " STA 174+00 TO STA 176+27.158 "ITT1 " STATION LINE FL ES ETW ETW ES HP 1.01.21 10.8 2.4 1.0 i I I V HMA DIKE ( TYPE D) Var 5.6 TO 18.0 R/W Var 1.9 TO 14.4 1 % i PG OG -------- ( ---------- T0 i - 1 e q OR 2%' Var 1O °% Var 1% , FLATTER- ---- _ - -- ----- - ----- TO _ �_ SLOPE HMA DIKE (TYPE D) - 1:6 S IDE GUTTER STA 173+56.773 TO 174+00.000 i ------------ -- -=� ROUNDING 4�1 NORTHBOUND ON RAMP ''ITT1 " STA 173+33.141 TO STA 174+00 1:4 OR FLATTER (SEE DRAINAGE PLANS) RELATIVE BORDER SCALE IS IN MILLIMETERS i 2.3-2.7 i PG OG --------------------- -I- - - ------------ ------- --------........ = ------ ----------- ------ -------- ----------- A INTERLOCKING CONCRETE PAVERS (SEE Const DETAILS) OG -------------------- 0 20 40 60 80 USERNAME => JHOFERT DGN FILE => 4256cc001 ° dqn 2°32/ 0°0-0.9 1 OR SLOPE ROUNDING (Typ) HMA DIKE (TYPE D) TAI R/W ROUNDING ROUNDING 36.0 TO 42.0 OG 1 NORTHBOUND ON RAMP "ITT1 " STA 176+91.139 TO STA 177+03.2 "ITT1 " SAWCUT AT Exist ETW STATION LINE ES ETW ETW ES 102' Var Var 2.4 Var 1 2.0-6.06 2.0 0.9-4.7 14.0 TO i PG TO 18.0 OC 300 I Var 5.5% - ---_- ----- i TO 2.3% 1 "4 OR -- ---- -- - -- F�A�ER ------ ---------------- SLOPE ------ ----------------- ROUNDING (Typ) A 5 1 HMA DIKE (TYPE D) NORTHBOUND ON RAMP "ITT 1 " STA 176+29.46 TO STA 176+91.139 R/W Var ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TYPICAL CROSS SECTI No SCALE CU 08224 EA OE4501 ONS X-1 0 N �Ln 135 mm HMA (TYPE A) DESIGN DESIGNATION (ROUTE 15) 3B 225 mm AB ( CLASS 2 ) 330 mm AS ( CLASS 2) ADT (Exist) = 869000 D = 60% ADT (2025) = 227,600 T = V = 12% 130 kph R/W 255 mm JPCPR DHV =79800 = 5 Var 30 mm HMA (TYPE A) BOND BREAKER TI = 12.0 7.0 TO 18.0 4 120 mm LCB ESAL = 9,490,000 -� OG 180 mm AS (CLASS 2) 5 COLD PLANE ASPHALT CONCRETE (60 mm MAXIMUM) - SLOPE 60 mm HMA OVERLAY ROUNDING (Typ) [C --Cl 80 mm HMA ( TYPE A) DIST COUNTY ROUTE KILOMETER PO11 ST SHEET TOTAL TOTAL PROJECT Noe SHEETS''` 8 R v 15 4806/49; 3 178 4/26/11 ��pFESSIQ� RE R D CIVIL ENGINEER DATE �a 4� IMOTHY T. �, HAILE �. April 289 2011 m" PLANS APPROVAL DATE No. 72109 - XP. 6/30/12 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHAL 1 NOT BE RESPONSIBLE FOR CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 E OG - - "ITT1" SAWCUT AT Exist ETW STATION LINE ES ETW ETW ES 1 .2' Var 2.4 Var Var ETW ES HP Var 11 .5 2.4 TO 3.598 Var Var 3°5-6°7 13°0 TO 1400 0-4 0- 1 OG V) N.,1 ° 5 Var! Ir OG 2% 1 PG ______________- ------------------ TO I Var 2% Var ' I TO 6% - ROUNDING (Typ __--___ -_ ZO SLOPE OG � 1 0 4 OR FLATTER 5%- HMA DIKE ( TYPE D)- 1:6 SIDE GUTTER oc SLOPE ROUNDING (Typ) Va r 7.6-35°7 _ ________ __-- - --5/ ROUNDING (Typ) 1:4 OR ------------------ I5% FLATTER OG 4�1 NORTHBOUND ON RAMP "ITT1 " STA 174+00 TO STA 176+27.158 "ITT1 " STATION LINE FL ES ETW ETW ES HP 1.01.21 10.8 2.4 1.0 i I I V HMA DIKE ( TYPE D) Var 5.6 TO 18.0 R/W Var 1.9 TO 14.4 1 % i PG OG -------- ( ---------- T0 i - 1 e q OR 2%' Var 1O °% Var 1% , FLATTER- ---- _ - -- ----- - ----- TO _ �_ SLOPE HMA DIKE (TYPE D) - 1:6 S IDE GUTTER STA 173+56.773 TO 174+00.000 i ------------ -- -=� ROUNDING 4�1 NORTHBOUND ON RAMP ''ITT1 " STA 173+33.141 TO STA 174+00 1:4 OR FLATTER (SEE DRAINAGE PLANS) RELATIVE BORDER SCALE IS IN MILLIMETERS i 2.3-2.7 i PG OG --------------------- -I- - - ------------ ------- --------........ = ------ ----------- ------ -------- ----------- A INTERLOCKING CONCRETE PAVERS (SEE Const DETAILS) OG -------------------- 0 20 40 60 80 USERNAME => JHOFERT DGN FILE => 4256cc001 ° dqn 2°32/ 0°0-0.9 1 OR SLOPE ROUNDING (Typ) HMA DIKE (TYPE D) TAI R/W ROUNDING ROUNDING 36.0 TO 42.0 OG 1 NORTHBOUND ON RAMP "ITT1 " STA 176+91.139 TO STA 177+03.2 "ITT1 " SAWCUT AT Exist ETW STATION LINE ES ETW ETW ES 102' Var Var 2.4 Var 1 2.0-6.06 2.0 0.9-4.7 14.0 TO i PG TO 18.0 OC 300 I Var 5.5% - ---_- ----- i TO 2.3% 1 "4 OR -- ---- -- - -- F�A�ER ------ ---------------- SLOPE ------ ----------------- ROUNDING (Typ) A 5 1 HMA DIKE (TYPE D) NORTHBOUND ON RAMP "ITT 1 " STA 176+29.46 TO STA 176+91.139 R/W Var ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TYPICAL CROSS SECTI No SCALE CU 08224 EA OE4501 ONS X-1 0 N �Ln T in Ld V) m o w Lu rr w H- Lu 0' 0 - SLOPE ROUNDING (Typ) L- 1:4 OR a FLATTER E "I TT2" STATION ES ETW LINE ETW ES HP Var -I 1 .2 I_ 3.6 I 7.2 2.4 11 .5 15.0-26.1 I I FL i Var i I Var 5.2-5.8 R /W Var 800 TO ?0.0 -OG i PG 1 :4 OR Var 1 .2% i Var 1.4% FLATTER TO 1 % TO 1% 5 -----------_"____________ -- OG -- - ji 4 HMA DIKE ( TYPE D) SLOPE A ROUNDING (Typ) NORTHBOUND OFF RAMP "ITT2" STA 172+62.272 TO STA 172+84.2 "ITT2" STATION FL ES ETW LINE Var 1 1.2 3®6 I 7.2 6.8-15.0 i i i OG i PG SLOPE--- �o -o Var 2% i Var 2% ROUNDING (Typ) F�A!T R` - TO 1.2% i TO 1.4% ER - CURB TYPE B2-150 (Mod) SEE Const DETAILS Var 4.0-6.8 OG SLOPE pR ROUNDING (Typ) L4 TTER HMA DIKE ( TYPE D ) 1:6 SIDE GUTTER ETW ES HP 2.4 1 .51 Var 4.0-5.2 R/W Var 19.0 TO 21.0 1 04 OR Var 5% FLATTER TO 1.47. ----------------- --- - OG - - - - - - ----------- ---- 4] --- HMA DIKE (TYPE D) SLOPE A ROUNDING (Typ) NORTHBOUND OFF RAMP "ITT2" STA 171+86 TO STA 172+62.272 11ITT2" STATION FL ES ETW LINE Var 0-3.6 i_ Var 3.6-7.2 ETW ES HP 2.4 1.5j Var 3®9-4®0 PG Var 6% _ _---- �_ Var 6% TO --2%- ---- �_--------- a . ------ TO --5% NORTHBOUND OFF RAMP "ITT2" STA 170+04 TO STA 171+86 R /W Var 21 .0 TO 30.0 OG SLOPE ROUNDING (Typ) - 1 4 OR - OG FLATTER 5% HMA DIKE (TYPE D) RELATIVE BORDER SCALE IS IN MILLIMETERS R /W Var 2.6 TO 10.0 SLOPE ROUNDING (Typ) m /W Var I- I V.V i v i Inv OG Caltrans DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT Noe SHEETS 8 R i v 15 4806/4903 3 178 4/26/11 ROFESS j0 RE R D CIVIL ENGINEER DATE �o e Nay IMOTHY T. HAILE z April 2, 2011 0 m PLANS APPROVAL DATE N°' 721 09 � � THE STATE OF CAL IFORNIA OR ITS OFFICERS xP, 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS RI AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE. 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 11ITT3" STATION HP ES ETW LINE ETW ES HP Var 1.0 2.4 3.6 ! Var 1.2 1 .0 11 .4 & Var 3.6 Var .8-15.5 i 2.38 EARTHEN 14.0 TO TO DITCH 24.0 3.08 1.2 1.2 1.21 PG i OG .--- I.gTT�R- ------ ----- I- -; 5�! 5 R 5/ % - --- - --- Var 1:4 OR FLATTER (SEE DRAINAGE PLANS) SLOPE ROUNDING (Typ) SOUTHBOUND ON RAMP "ITT3" STA 173+55.233 TO STA 173+720245 11ITT3" STATION FL ES ETW LINE ETW ES HP 1.0 2.4 3.6 ! Var 1.21. 11.4 & 3.6 Var 2.7-1208 i0 TO Var 22®0-35.4 EARTHEN 7.0 TO . 2.38 DITCH 14.0 Var i PG OG 1.2 1.2 1.2 -OR T-47 - - -'_ _ _ . rR _ - -� �} -------- HMA - - - -�--- - - - SLOPE ROUNDiNG (Typ) ---- - - ----- HMA DIKE (TYPE A) 1:6 SIDE GUTTER 6 1 :4. OR FLATTER A 1 (SEE DRAINAGE PLANS) SLOPE ROUNDING (Typ) SOUTHBOUND ON RAMP "ITT3" STA 173+00 TO STA 173+55.233 11ITT3" STATION LINE R/W ES ETW ETW ES HP Var 2.4 3.6 ! 1 .2 1 .0 11 .4 & 3.6 Var 12.0-22.0 i Var 1.0-22.0 EARTHEN 2.0 TO Var i DITCH 7.0 5.5 Min "27 1.211.2 1.2 Var 5% OG o &----------------------OG TO 0.1 % 10%-!-----�- � - __51�__------- 7ff- - ---- -----------�------------- -- ---�_- _- _' ---- - - - -- - - - - -- -- - -1:2 OR----------- ------ F -LATTER 1:4 OR FLATTER HMA DIKE (TYPE D) A (SEE DRAINAGE PLANS) 1 SLOPE ROUNDING (Typ) � L SOUTHBOUND ON RAMP "ITT3" STA 172+15 TO STA 173+00 Lu Lu AS \BUILTr CONTRACT NO.1 - 0 4 5 4_ o a C.C.A. ATE 10- 3101 .E. �-L ALL DIMENSIONS ARE INUj Lu METERS UNLESS OTHERWISE SHOWN o TYPICAL CROSS SECTIONS 0 �21 NO SCALEX-2 _j ' Q O yr 0 20 40 60 80 USERNAME _> JHOFERT i I 1 I i I i_ I DGN FILE=>4256Ca002adgn CU 08224 EA OE4501 206-643 w Ld o in _j1 4J N Q F - aw o JZ w x- - - n x = o F - w aw Up Q 0 o F Of z z c� a 0 - E "I TT2" STATION ES ETW LINE ETW ES HP Var -I 1 .2 I_ 3.6 I 7.2 2.4 11 .5 15.0-26.1 I I FL i Var i I Var 5.2-5.8 R /W Var 800 TO ?0.0 -OG i PG 1 :4 OR Var 1 .2% i Var 1.4% FLATTER TO 1 % TO 1% 5 -----------_"____________ -- OG -- - ji 4 HMA DIKE ( TYPE D) SLOPE A ROUNDING (Typ) NORTHBOUND OFF RAMP "ITT2" STA 172+62.272 TO STA 172+84.2 "ITT2" STATION FL ES ETW LINE Var 1 1.2 3®6 I 7.2 6.8-15.0 i i i OG i PG SLOPE--- �o -o Var 2% i Var 2% ROUNDING (Typ) F�A!T R` - TO 1.2% i TO 1.4% ER - CURB TYPE B2-150 (Mod) SEE Const DETAILS Var 4.0-6.8 OG SLOPE pR ROUNDING (Typ) L4 TTER HMA DIKE ( TYPE D ) 1:6 SIDE GUTTER ETW ES HP 2.4 1 .51 Var 4.0-5.2 R/W Var 19.0 TO 21.0 1 04 OR Var 5% FLATTER TO 1.47. ----------------- --- - OG - - - - - - ----------- ---- 4] --- HMA DIKE (TYPE D) SLOPE A ROUNDING (Typ) NORTHBOUND OFF RAMP "ITT2" STA 171+86 TO STA 172+62.272 11ITT2" STATION FL ES ETW LINE Var 0-3.6 i_ Var 3.6-7.2 ETW ES HP 2.4 1.5j Var 3®9-4®0 PG Var 6% _ _---- �_ Var 6% TO --2%- ---- �_--------- a . ------ TO --5% NORTHBOUND OFF RAMP "ITT2" STA 170+04 TO STA 171+86 R /W Var 21 .0 TO 30.0 OG SLOPE ROUNDING (Typ) - 1 4 OR - OG FLATTER 5% HMA DIKE (TYPE D) RELATIVE BORDER SCALE IS IN MILLIMETERS R /W Var 2.6 TO 10.0 SLOPE ROUNDING (Typ) m /W Var I- I V.V i v i Inv OG Caltrans DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT Noe SHEETS 8 R i v 15 4806/4903 3 178 4/26/11 ROFESS j0 RE R D CIVIL ENGINEER DATE �o e Nay IMOTHY T. HAILE z April 2, 2011 0 m PLANS APPROVAL DATE N°' 721 09 � � THE STATE OF CAL IFORNIA OR ITS OFFICERS xP, 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS RI AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE. 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 11ITT3" STATION HP ES ETW LINE ETW ES HP Var 1.0 2.4 3.6 ! Var 1.2 1 .0 11 .4 & Var 3.6 Var .8-15.5 i 2.38 EARTHEN 14.0 TO TO DITCH 24.0 3.08 1.2 1.2 1.21 PG i OG .--- I.gTT�R- ------ ----- I- -; 5�! 5 R 5/ % - --- - --- Var 1:4 OR FLATTER (SEE DRAINAGE PLANS) SLOPE ROUNDING (Typ) SOUTHBOUND ON RAMP "ITT3" STA 173+55.233 TO STA 173+720245 11ITT3" STATION FL ES ETW LINE ETW ES HP 1.0 2.4 3.6 ! Var 1.21. 11.4 & 3.6 Var 2.7-1208 i0 TO Var 22®0-35.4 EARTHEN 7.0 TO . 2.38 DITCH 14.0 Var i PG OG 1.2 1.2 1.2 -OR T-47 - - -'_ _ _ . rR _ - -� �} -------- HMA - - - -�--- - - - SLOPE ROUNDiNG (Typ) ---- - - ----- HMA DIKE (TYPE A) 1:6 SIDE GUTTER 6 1 :4. OR FLATTER A 1 (SEE DRAINAGE PLANS) SLOPE ROUNDING (Typ) SOUTHBOUND ON RAMP "ITT3" STA 173+00 TO STA 173+55.233 11ITT3" STATION LINE R/W ES ETW ETW ES HP Var 2.4 3.6 ! 1 .2 1 .0 11 .4 & 3.6 Var 12.0-22.0 i Var 1.0-22.0 EARTHEN 2.0 TO Var i DITCH 7.0 5.5 Min "27 1.211.2 1.2 Var 5% OG o &----------------------OG TO 0.1 % 10%-!-----�- � - __51�__------- 7ff- - ---- -----------�------------- -- ---�_- _- _' ---- - - - -- - - - - -- -- - -1:2 OR----------- ------ F -LATTER 1:4 OR FLATTER HMA DIKE (TYPE D) A (SEE DRAINAGE PLANS) 1 SLOPE ROUNDING (Typ) � L SOUTHBOUND ON RAMP "ITT3" STA 172+15 TO STA 173+00 Lu Lu AS \BUILTr CONTRACT NO.1 - 0 4 5 4_ o a C.C.A. ATE 10- 3101 .E. �-L ALL DIMENSIONS ARE INUj Lu METERS UNLESS OTHERWISE SHOWN o TYPICAL CROSS SECTIONS 0 �21 NO SCALEX-2 _j ' Q O yr 0 20 40 60 80 USERNAME _> JHOFERT i I 1 I i I i_ I DGN FILE=>4256Ca002adgn CU 08224 EA OE4501 206-643 \> Ld o in w ao I- r-) aw o JZ w x- - - n .cA _j cn w aw Up U E "I TT2" STATION ES ETW LINE ETW ES HP Var -I 1 .2 I_ 3.6 I 7.2 2.4 11 .5 15.0-26.1 I I FL i Var i I Var 5.2-5.8 R /W Var 800 TO ?0.0 -OG i PG 1 :4 OR Var 1 .2% i Var 1.4% FLATTER TO 1 % TO 1% 5 -----------_"____________ -- OG -- - ji 4 HMA DIKE ( TYPE D) SLOPE A ROUNDING (Typ) NORTHBOUND OFF RAMP "ITT2" STA 172+62.272 TO STA 172+84.2 "ITT2" STATION FL ES ETW LINE Var 1 1.2 3®6 I 7.2 6.8-15.0 i i i OG i PG SLOPE--- �o -o Var 2% i Var 2% ROUNDING (Typ) F�A!T R` - TO 1.2% i TO 1.4% ER - CURB TYPE B2-150 (Mod) SEE Const DETAILS Var 4.0-6.8 OG SLOPE pR ROUNDING (Typ) L4 TTER HMA DIKE ( TYPE D ) 1:6 SIDE GUTTER ETW ES HP 2.4 1 .51 Var 4.0-5.2 R/W Var 19.0 TO 21.0 1 04 OR Var 5% FLATTER TO 1.47. ----------------- --- - OG - - - - - - ----------- ---- 4] --- HMA DIKE (TYPE D) SLOPE A ROUNDING (Typ) NORTHBOUND OFF RAMP "ITT2" STA 171+86 TO STA 172+62.272 11ITT2" STATION FL ES ETW LINE Var 0-3.6 i_ Var 3.6-7.2 ETW ES HP 2.4 1.5j Var 3®9-4®0 PG Var 6% _ _---- �_ Var 6% TO --2%- ---- �_--------- a . ------ TO --5% NORTHBOUND OFF RAMP "ITT2" STA 170+04 TO STA 171+86 R /W Var 21 .0 TO 30.0 OG SLOPE ROUNDING (Typ) - 1 4 OR - OG FLATTER 5% HMA DIKE (TYPE D) RELATIVE BORDER SCALE IS IN MILLIMETERS R /W Var 2.6 TO 10.0 SLOPE ROUNDING (Typ) m /W Var I- I V.V i v i Inv OG Caltrans DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT Noe SHEETS 8 R i v 15 4806/4903 3 178 4/26/11 ROFESS j0 RE R D CIVIL ENGINEER DATE �o e Nay IMOTHY T. HAILE z April 2, 2011 0 m PLANS APPROVAL DATE N°' 721 09 � � THE STATE OF CAL IFORNIA OR ITS OFFICERS xP, 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS RI AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE. 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 11ITT3" STATION HP ES ETW LINE ETW ES HP Var 1.0 2.4 3.6 ! Var 1.2 1 .0 11 .4 & Var 3.6 Var .8-15.5 i 2.38 EARTHEN 14.0 TO TO DITCH 24.0 3.08 1.2 1.2 1.21 PG i OG .--- I.gTT�R- ------ ----- I- -; 5�! 5 R 5/ % - --- - --- Var 1:4 OR FLATTER (SEE DRAINAGE PLANS) SLOPE ROUNDING (Typ) SOUTHBOUND ON RAMP "ITT3" STA 173+55.233 TO STA 173+720245 11ITT3" STATION FL ES ETW LINE ETW ES HP 1.0 2.4 3.6 ! Var 1.21. 11.4 & 3.6 Var 2.7-1208 i0 TO Var 22®0-35.4 EARTHEN 7.0 TO . 2.38 DITCH 14.0 Var i PG OG 1.2 1.2 1.2 -OR T-47 - - -'_ _ _ . rR _ - -� �} -------- HMA - - - -�--- - - - SLOPE ROUNDiNG (Typ) ---- - - ----- HMA DIKE (TYPE A) 1:6 SIDE GUTTER 6 1 :4. OR FLATTER A 1 (SEE DRAINAGE PLANS) SLOPE ROUNDING (Typ) SOUTHBOUND ON RAMP "ITT3" STA 173+00 TO STA 173+55.233 11ITT3" STATION LINE R/W ES ETW ETW ES HP Var 2.4 3.6 ! 1 .2 1 .0 11 .4 & 3.6 Var 12.0-22.0 i Var 1.0-22.0 EARTHEN 2.0 TO Var i DITCH 7.0 5.5 Min "27 1.211.2 1.2 Var 5% OG o &----------------------OG TO 0.1 % 10%-!-----�- � - __51�__------- 7ff- - ---- -----------�------------- -- ---�_- _- _' ---- - - - -- - - - - -- -- - -1:2 OR----------- ------ F -LATTER 1:4 OR FLATTER HMA DIKE (TYPE D) A (SEE DRAINAGE PLANS) 1 SLOPE ROUNDING (Typ) � L SOUTHBOUND ON RAMP "ITT3" STA 172+15 TO STA 173+00 Lu Lu AS \BUILTr CONTRACT NO.1 - 0 4 5 4_ o a C.C.A. ATE 10- 3101 .E. �-L ALL DIMENSIONS ARE INUj Lu METERS UNLESS OTHERWISE SHOWN o TYPICAL CROSS SECTIONS 0 �21 NO SCALEX-2 _j ' Q O yr 0 20 40 60 80 USERNAME _> JHOFERT i I 1 I i I i_ I DGN FILE=>4256Ca002adgn CU 08224 EA OE4501 206-643 Ld F- m C� 0' x- - - n .cA oc w U 0 Of z F_ c� a 0 - W Y In n*1 E "I TT2" STATION ES ETW LINE ETW ES HP Var -I 1 .2 I_ 3.6 I 7.2 2.4 11 .5 15.0-26.1 I I FL i Var i I Var 5.2-5.8 R /W Var 800 TO ?0.0 -OG i PG 1 :4 OR Var 1 .2% i Var 1.4% FLATTER TO 1 % TO 1% 5 -----------_"____________ -- OG -- - ji 4 HMA DIKE ( TYPE D) SLOPE A ROUNDING (Typ) NORTHBOUND OFF RAMP "ITT2" STA 172+62.272 TO STA 172+84.2 "ITT2" STATION FL ES ETW LINE Var 1 1.2 3®6 I 7.2 6.8-15.0 i i i OG i PG SLOPE--- �o -o Var 2% i Var 2% ROUNDING (Typ) F�A!T R` - TO 1.2% i TO 1.4% ER - CURB TYPE B2-150 (Mod) SEE Const DETAILS Var 4.0-6.8 OG SLOPE pR ROUNDING (Typ) L4 TTER HMA DIKE ( TYPE D ) 1:6 SIDE GUTTER ETW ES HP 2.4 1 .51 Var 4.0-5.2 R/W Var 19.0 TO 21.0 1 04 OR Var 5% FLATTER TO 1.47. ----------------- --- - OG - - - - - - ----------- ---- 4] --- HMA DIKE (TYPE D) SLOPE A ROUNDING (Typ) NORTHBOUND OFF RAMP "ITT2" STA 171+86 TO STA 172+62.272 11ITT2" STATION FL ES ETW LINE Var 0-3.6 i_ Var 3.6-7.2 ETW ES HP 2.4 1.5j Var 3®9-4®0 PG Var 6% _ _---- �_ Var 6% TO --2%- ---- �_--------- a . ------ TO --5% NORTHBOUND OFF RAMP "ITT2" STA 170+04 TO STA 171+86 R /W Var 21 .0 TO 30.0 OG SLOPE ROUNDING (Typ) - 1 4 OR - OG FLATTER 5% HMA DIKE (TYPE D) RELATIVE BORDER SCALE IS IN MILLIMETERS R /W Var 2.6 TO 10.0 SLOPE ROUNDING (Typ) m /W Var I- I V.V i v i Inv OG Caltrans DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT Noe SHEETS 8 R i v 15 4806/4903 3 178 4/26/11 ROFESS j0 RE R D CIVIL ENGINEER DATE �o e Nay IMOTHY T. HAILE z April 2, 2011 0 m PLANS APPROVAL DATE N°' 721 09 � � THE STATE OF CAL IFORNIA OR ITS OFFICERS xP, 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS RI AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE. 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 11ITT3" STATION HP ES ETW LINE ETW ES HP Var 1.0 2.4 3.6 ! Var 1.2 1 .0 11 .4 & Var 3.6 Var .8-15.5 i 2.38 EARTHEN 14.0 TO TO DITCH 24.0 3.08 1.2 1.2 1.21 PG i OG .--- I.gTT�R- ------ ----- I- -; 5�! 5 R 5/ % - --- - --- Var 1:4 OR FLATTER (SEE DRAINAGE PLANS) SLOPE ROUNDING (Typ) SOUTHBOUND ON RAMP "ITT3" STA 173+55.233 TO STA 173+720245 11ITT3" STATION FL ES ETW LINE ETW ES HP 1.0 2.4 3.6 ! Var 1.21. 11.4 & 3.6 Var 2.7-1208 i0 TO Var 22®0-35.4 EARTHEN 7.0 TO . 2.38 DITCH 14.0 Var i PG OG 1.2 1.2 1.2 -OR T-47 - - -'_ _ _ . rR _ - -� �} -------- HMA - - - -�--- - - - SLOPE ROUNDiNG (Typ) ---- - - ----- HMA DIKE (TYPE A) 1:6 SIDE GUTTER 6 1 :4. OR FLATTER A 1 (SEE DRAINAGE PLANS) SLOPE ROUNDING (Typ) SOUTHBOUND ON RAMP "ITT3" STA 173+00 TO STA 173+55.233 11ITT3" STATION LINE R/W ES ETW ETW ES HP Var 2.4 3.6 ! 1 .2 1 .0 11 .4 & 3.6 Var 12.0-22.0 i Var 1.0-22.0 EARTHEN 2.0 TO Var i DITCH 7.0 5.5 Min "27 1.211.2 1.2 Var 5% OG o &----------------------OG TO 0.1 % 10%-!-----�- � - __51�__------- 7ff- - ---- -----------�------------- -- ---�_- _- _' ---- - - - -- - - - - -- -- - -1:2 OR----------- ------ F -LATTER 1:4 OR FLATTER HMA DIKE (TYPE D) A (SEE DRAINAGE PLANS) 1 SLOPE ROUNDING (Typ) � L SOUTHBOUND ON RAMP "ITT3" STA 172+15 TO STA 173+00 Lu Lu AS \BUILTr CONTRACT NO.1 - 0 4 5 4_ o a C.C.A. ATE 10- 3101 .E. �-L ALL DIMENSIONS ARE INUj Lu METERS UNLESS OTHERWISE SHOWN o TYPICAL CROSS SECTIONS 0 �21 NO SCALEX-2 _j ' Q O yr 0 20 40 60 80 USERNAME _> JHOFERT i I 1 I i I i_ I DGN FILE=>4256Ca002adgn CU 08224 EA OE4501 206-643 X i z 0 0 X cn ° z a o o LL 0 O 0 0 F - Z o W o o ~ L Q T W _ f m Q 0 0 - LL J o a 0 a U v i LL x L N W o � o Q Q CLQ o R/W ES ETW Var 1 .2 12.0 TO 26.0 i PROPOSED ITT LINE 14.4 I I i i s go� --[-\\;��CURB (TYPE A2-200) 1 :4 OR FLATTER /- OG wl"TT 2.0 ETW ES R/W 14.4 2.4 1 08 Var SW 1600 TO 17.0 PG Var 2% Var 2% TO 206187. j TO 2.618% - - - - --- - - - - - - - - -------------------------- - CURS" (TYPE A2-200� 100 mm (SIDEW K) INDIAN TRUCK TRAIL "ITT" STA 6+77.674 TO STA 7+74.389 SEE SHEET X-5 INDIAN TRUCK TRAIL ("ITT" STA 4+75.810 TO STA 6+77.674) PROPOSED ( ES ETW ITT LINE ETW ES 2.4 10.8 14.4 11.21 1.8 SW � PG 1:4 OR -2% i 2% 2% L �T�� --- ---- ---- ------------------------ ------- --------- CURB (TYPE Al -200) 2Ic- CURB (TYPE A2-200) - SLOPE ROUNDING (Typ) 100 mm SIDEWALK - R/W ES ETW _ 2.0 2.4 1 tq pR FLATTER INDIAN TRUCK TRAIL II I TT" STA 4+69.391 TO STA 4+75.81 PROPOSED "ITT5" LINE 10.8 14.4 � E I I I I I PG o 2/ o 2/ _ --------- - - ------------------ ----- ------ L- -- L- - - - - - - - - - - - - - - - - - - - - - - - j CURB (TYPE A2-200) Lt -2-1 LB SLOPE ROUNDING (Typ) ETW ES 1.21 108 -S W CURB (TYPE A2-200) 100 mm SIDEWALK INDIAN TRUCK TRAIL "ITT5" STA 1+93.647 TO STA 2+13 RELATIVE BORDER SCALE IS IN MILLIMETERS 2% E - �X -2-7.�"- ROCK BLANKET 2.0 1.8 1 :4 OR FLATTER R /W ES ETW 1 .5 �OG Caltrans DIST COUNTY ROUTE I SHEET TOTAL w w a SHEETS 8 R 1 v 15 4806/4903 Q 178 x N rill 4/26/11 � o X = o w HAILE z o J O Q H I- Q 71 z 0 ry b w FOR P 9TF om OF SCANNED of CAU IF°��� COPIES OF THIS PLAN SHEET w co [--o rr aw o �z w CD U '--' U vi w Qw U® U i z 0 0 X cn ° z a o o LL 0 O 0 0 F - Z o W o o ~ L Q T W _ f m Q 0 0 - LL J o a 0 a U v i LL x L N W o � o Q Q CLQ o R/W ES ETW Var 1 .2 12.0 TO 26.0 i PROPOSED ITT LINE 14.4 I I i i s go� --[-\\;��CURB (TYPE A2-200) 1 :4 OR FLATTER /- OG wl"TT 2.0 ETW ES R/W 14.4 2.4 1 08 Var SW 1600 TO 17.0 PG Var 2% Var 2% TO 206187. j TO 2.618% - - - - --- - - - - - - - - -------------------------- - CURS" (TYPE A2-200� 100 mm (SIDEW K) INDIAN TRUCK TRAIL "ITT" STA 6+77.674 TO STA 7+74.389 SEE SHEET X-5 INDIAN TRUCK TRAIL ("ITT" STA 4+75.810 TO STA 6+77.674) PROPOSED ( ES ETW ITT LINE ETW ES 2.4 10.8 14.4 11.21 1.8 SW � PG 1:4 OR -2% i 2% 2% L �T�� --- ---- ---- ------------------------ ------- --------- CURB (TYPE Al -200) 2Ic- CURB (TYPE A2-200) - SLOPE ROUNDING (Typ) 100 mm SIDEWALK - R/W ES ETW _ 2.0 2.4 1 tq pR FLATTER INDIAN TRUCK TRAIL II I TT" STA 4+69.391 TO STA 4+75.81 PROPOSED "ITT5" LINE 10.8 14.4 � E I I I I I PG o 2/ o 2/ _ --------- - - ------------------ ----- ------ L- -- L- - - - - - - - - - - - - - - - - - - - - - - - j CURB (TYPE A2-200) Lt -2-1 LB SLOPE ROUNDING (Typ) ETW ES 1.21 108 -S W CURB (TYPE A2-200) 100 mm SIDEWALK INDIAN TRUCK TRAIL "ITT5" STA 1+93.647 TO STA 2+13 RELATIVE BORDER SCALE IS IN MILLIMETERS 2% E - �X -2-7.�"- ROCK BLANKET 2.0 1.8 1 :4 OR FLATTER R /W ES ETW 1 .5 �OG Caltrans DIST COUNTY ROUTE w SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R 1 v 15 4806/4903 0 178 x N n 4/26/11 REGIST ED CIVIL ENGINEER QR�FESSION DATE q� w �a w HAILE z April 28, 2011 U O m PLANS APPROVAL DATE z 0 Q b w FOR P 9TF V) OF SCANNED of CAU IF°��� COPIES OF THIS PLAN SHEET RBF CONSULTING o rr i z 0 0 X cn ° z a o o LL 0 O 0 0 F - Z o W o o ~ L Q T W _ f m Q 0 0 - LL J o a 0 a U v i LL x L N W o � o Q Q CLQ o R/W ES ETW Var 1 .2 12.0 TO 26.0 i PROPOSED ITT LINE 14.4 I I i i s go� --[-\\;��CURB (TYPE A2-200) 1 :4 OR FLATTER /- OG wl"TT 2.0 ETW ES R/W 14.4 2.4 1 08 Var SW 1600 TO 17.0 PG Var 2% Var 2% TO 206187. j TO 2.618% - - - - --- - - - - - - - - -------------------------- - CURS" (TYPE A2-200� 100 mm (SIDEW K) INDIAN TRUCK TRAIL "ITT" STA 6+77.674 TO STA 7+74.389 SEE SHEET X-5 INDIAN TRUCK TRAIL ("ITT" STA 4+75.810 TO STA 6+77.674) PROPOSED ( ES ETW ITT LINE ETW ES 2.4 10.8 14.4 11.21 1.8 SW � PG 1:4 OR -2% i 2% 2% L �T�� --- ---- ---- ------------------------ ------- --------- CURB (TYPE Al -200) 2Ic- CURB (TYPE A2-200) - SLOPE ROUNDING (Typ) 100 mm SIDEWALK - R/W ES ETW _ 2.0 2.4 1 tq pR FLATTER INDIAN TRUCK TRAIL II I TT" STA 4+69.391 TO STA 4+75.81 PROPOSED "ITT5" LINE 10.8 14.4 � E I I I I I PG o 2/ o 2/ _ --------- - - ------------------ ----- ------ L- -- L- - - - - - - - - - - - - - - - - - - - - - - - j CURB (TYPE A2-200) Lt -2-1 LB SLOPE ROUNDING (Typ) ETW ES 1.21 108 -S W CURB (TYPE A2-200) 100 mm SIDEWALK INDIAN TRUCK TRAIL "ITT5" STA 1+93.647 TO STA 2+13 RELATIVE BORDER SCALE IS IN MILLIMETERS 2% E - �X -2-7.�"- ROCK BLANKET 2.0 1.8 1 :4 OR FLATTER R /W ES ETW 1 .5 �OG Caltrans DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R 1 v 15 4806/4903 5 178 4/26/11 REGIST ED CIVIL ENGINEER QR�FESSION DATE q� �a IMOTHY T. % HAILE z April 28, 2011 72109 m PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA Of? ITS OFFICERS xp.6/30/12 � � CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR P 9TF THE ACCURACY OR COMPLETENESS OF SCANNED of CAU IF°��� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 10014080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 `" `" `" `" `" `" `" _" PROPOSED "ITT" LINE ETW ES 1008 1404 1.5 1.5 SW i i i Var 0.24 PG TO 7.38 I I - - - - L.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SLOPE ROUNDING (Typ) 1 :4 OR FLATTER =TdT SLOPE ROUNDING (Typ) 1:4 OR FLATTER `1 ' SLURRY CAP Exist PAC BELL BANK PROTECT IN PLACE Sta 5+15 TO Sta 6+30 INDIAN TRUCK TRAIL 0 20 40 60 80 i I I USERNAME=>peruz DGN FILE =>0800000086cc004.dgn i ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN �OG TYPICAL CROSS SECTIONS No SCALE X _ Q ICU 08224 _ � EA OE4501 ZOso -s Ln 0 N I z Ln I° L M 00 ww 00 -i___j mm ww Q� o z� 0 W N Qq- J O x x m t--� 0 w w LL] Q o �a /Z V �1 Q C CL x cn Z Q LL 0 o W Ln Q. i LTJ Q Q- Z to GC o 'G L LL � J o o V U L` x Ln O N o W H 0 4 Ln d d o Cq Mp ` e ~ 41VC e \ C H �Cy RELAT I -VE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN F I LE => 4256da o dgn e tl/C DIST COUNTY 8 Rv ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 4806/4903 8 178 4/26/11 E RE R D CIVIL ENGINEER DATE Q Rp F S S lQ� �o 4 IMOTHY HAILE_ Z April 28, 2011 ti72109 m No. PLANS APPROVAL DATE � z THE STATE OT CALIFORNIA OR ITS OFFICERS XP. 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL IV COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 �mr d lilt 00 ww o co JJ 0- a_ KEY MAP AND o LINE INDEX0 QOj w NO SCALEK - 1 N 0 CU 08224 EA OE4501 206-66$ w LL w Q J J N Q 2 F- 0 0' 1-4 D X--- O J M Q ~ Z Q w min w F- M Qw M JZ w a Q J (n w Qw = Up U �a /Z V �1 Q C CL x cn Z Q LL 0 o W Ln Q. i LTJ Q Q- Z to GC o 'G L LL � J o o V U L` x Ln O N o W H 0 4 Ln d d o Cq Mp ` e ~ 41VC e \ C H �Cy RELAT I -VE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN F I LE => 4256da o dgn e tl/C DIST COUNTY 8 Rv ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 4806/4903 8 178 4/26/11 E RE R D CIVIL ENGINEER DATE Q Rp F S S lQ� �o 4 IMOTHY HAILE_ Z April 28, 2011 ti72109 m No. PLANS APPROVAL DATE � z THE STATE OT CALIFORNIA OR ITS OFFICERS XP. 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL IV COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 �mr d lilt 00 ww o co JJ 0- a_ KEY MAP AND o LINE INDEX0 QOj w NO SCALEK - 1 N 0 CU 08224 EA OE4501 206-66$ w J H F- 0 0' 1-4 Ld X--- (A n w w U 0 D' Z F- a Q �--� n w In D' �a /Z V �1 Q C CL x cn Z Q LL 0 o W Ln Q. i LTJ Q Q- Z to GC o 'G L LL � J o o V U L` x Ln O N o W H 0 4 Ln d d o Cq Mp ` e ~ 41VC e \ C H �Cy RELAT I -VE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN F I LE => 4256da o dgn e tl/C DIST COUNTY 8 Rv ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 4806/4903 8 178 4/26/11 E RE R D CIVIL ENGINEER DATE Q Rp F S S lQ� �o 4 IMOTHY HAILE_ Z April 28, 2011 ti72109 m No. PLANS APPROVAL DATE � z THE STATE OT CALIFORNIA OR ITS OFFICERS XP. 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL IV COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 �mr d lilt 00 ww o co JJ 0- a_ KEY MAP AND o LINE INDEX0 QOj w NO SCALEK - 1 N 0 CU 08224 EA OE4501 206-66$ x x N >- V) m r- 1 0 W W rr U) H w [-- III a 0-1 o � >— c:) rn m Ld 1— o Qw o I= w =) CD U 1-' U J (n W Qw = U t) U LL- w LL - 0 Q III F- -- ® ® - _ -.. 2 -j -i ,_, N a I-- = a X--- o O . = p I-- -0 cr 0 I 12 a --- --- .: :_ . - - ..•......: . :.::. ............1ACH E I St ? �-- o 0 = o a Q' Of � >— c:) rn m Ld 1— o Qw o I= w =) CD U 1-' U J (n W Qw = U t) U 1 -- -- _.... ...... w -, - = - - _ ............. 0 0 IL ..... ----- _. " F- -- ® ® - _ -.. 2 1-- v 0 rr _. - _. " - ._.. - __. . 6.....Rt 04 - " . " W X--- o O E V n X C3) cr . w' ;',L. :,_. ::: :-.':.".... ...::'....' .' .....: --- --- .: :_ . - - ..•......: . :.::. ............1ACH E I St ? U o 0 1-� o ll.- Q' U Z 1- _ _ �= 0 Q DISE. ;(TY'f�E :D}: 1--4 D_ 0 v �- O w �z o C 0 = :D ETA I.L S.- . } 1 NOTE: 1. FOR COMPLETE R/W AND ACCURATE ACCESS DATA9 SEE R/W RECORD MAPS AT DISTRICT OFFICE. 2. FOR CURB AND DIKE TRANSITIONS, SEE CONSTRUCTION DETAIL SHEETS. 3. FOR SHOULDER BACKING, SEE TYPICAL CROSS SECTIONS. 11 s 9.5 Lt +1 0 MVP (CASE 1 ) (SEE COnst DETAILS ) I v .-, " ............-...... ::.................................. ................ - ' - ...................... . -.... -- -- _.... ...... ... ...............,.. ......... . -, - = - - _ ............. 0 0 IL ..... ----- _. " ...... ..... -- ._:: --- - ... -- ® ® - _ -.. ..F 1 - - _ o - C _ - v o � II 12 57 32 ::.... . - - . • _,... : -.._... - _. - _. " - ._.. - __. . 6.....Rt 04 - " . - - 914.402 0 4 53/5411 54II o O E cj- _ .-TYPE" D `'. ; X C3) ,^ V I. . z ;',L. :,_. ::: :-.':.".... ...::'....' .' .....: --- --- .: :_ . - - ..•......: . :.::. ............1ACH E I St ocz o o ll.- B.e_ SHOULDER 9 - U 0 m O _ _ �= LL. LLL . HMA DISE. ;(TY'f�E :D}: C> IRRIGAT.IO.N" 0 .7a''2`'-R`t `'::+56 `: : . �- O ,,.. .. :. '. .. -' '. .' . - .•' " ' o C •('S•E' E -, Q .-hs .. : ( •.: f = :D ETA I.L S.- . } -.•.END '. -- R o. : BAY .. TA;I . . _. - _ L. '...'...:.. .. '.'..' .:...:.. % '. 0 ME 00 ~ :s• R' - [� /�� 1 2 0 9 7 N 4 2 5'8 0 W 4 ` O .. . , - .. ,.. .. , LQ u d ,; - - w' N .... . . _.. . .. . - -- _.. --- 4- - .:. =: :: :..' I. ,.: :. m i Q 68.814 •.. - 10 0-4 a .... :. i A_ 0 O — L- L. .. ` . ; -: . `.. '.. •.. ..: a_ .—, :; .. i C) J Q a C) u -;.,:-,� w QQ X n o N •. W 0 A_- 7 :Z. ?.�: — a .. „�;;,:. F 0 a ; V) Q a o * 14= ,z _.:. ..1. L.R 3 2 0 NOTE: 1. FOR COMPLETE R/W AND ACCURATE ACCESS DATA9 SEE R/W RECORD MAPS AT DISTRICT OFFICE. 2. FOR CURB AND DIKE TRANSITIONS, SEE CONSTRUCTION DETAIL SHEETS. 3. FOR SHOULDER BACKING, SEE TYPICAL CROSS SECTIONS. 11 s 9.5 Lt +1 0 MVP (CASE 1 ) (SEE COnst DETAILS ) I v .-, " ............-...... ::.................................. ................ - ' - ...................... . -.... -- -- _.... ...... ... ...............,.. ......... . -, - = - - _ ............. 0 - IL ..... ----- _. " ...... ..... -- ._:: --- - ... -- ® ® - _ -.. ..F 1 - - _ o - C _ - v o � II 12 57 32 ::.... . - - . • _,... : -.._... - _. - _. " - ._.. - __. . 6.....Rt 04 - " . - - 914.402 0 4 53/5411 54II o O _... .. . . Be HMA DIKE ' _ .-TYPE" D `'. ; . 4 ;',L. :,_. ::: :-.':.".... ...::'....' .' .....: --- --- .: :_ . - - ..•......: . :.::. ............1ACH E I St PAVEMENT -1,1 - - :..'. - .. - _.. :...., .:.................... B.e_ SHOULDER 9 - ACKIN . :' B G . 0 m O _ _ �= 1. ........... ..::.. ............ :, . I,. ,......'. : - I. : :.:-.":. ' ':::''.':.,;.'." _ ._.... :: ITT Ir.I NE 1 6.8 96 621. LLL . HMA DISE. ;(TY'f�E :D}: IRRIGAT.IO.N" G.-R"OSSOV.ER .7a''2`'-R`t `'::+56 `: : . �- 4 _. :. :..: I , I. '. • ''. ' • .:- :_ " : 5' 4. 9.' ,' R.t':' -. .....I.:N ....1.6 8 .-9 6.5 4 6 :- . - 2...a 2. A L. ,,.. .. :. '. .. -' '. .' . - .•' " ' •('S•E' E -, Q .-hs .. : ( •.: f = :D ETA I.L S.- . } -.•.END '. -- R o. : BAY .. TA;I . . _. - _ L. '...'...:.. .. '.'..' .:...:.. % '. ... %:o ..... :s• R' - [� /�� 1 2 0 9 7 N 4 2 5'8 0 W 4 ` .. . , - .. ,.. .. , d ,; - - N .... . . _.. . .. . - -- _.. --- :' .....: : - :..: := :'.: - '. .:. =: :: :..' I. ,.: :. . ... .... . ... ---- ... % 1. .. - AL.TR NS -.R . 68.814 •.. - A .... :. :_ `'.''-`END `'. SH0'ULD'.E"R : BA'"K`ING: - :: ............:................... ' L. .. ` . ; -: . `.. '.. •.. ..: . :, ,.:'..':: - * ' . :; .. . :. : (SEE Co.��t':.D��TAILS} -;.,:-,� :• •. A_- 7 :Z. ?.�: — a .. „�;;,:. .•,.,••.. . :. :. A --..7e :: _.:. ..1. L.R 3 2 0 v :'Be g. B . A ER :. /Y:T `P : . Q --� 1. ,:: -, % , .. . Be ROC f� K L E' D A K T .."•..SEE`. (. A. CO.. E.%T. ISS'.':: Cl D. ). % % DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT Noa SHEETS 8 R v 15 48.6/49.3 9 178 — *"v 4/26/11 QRpFESSIO� REGIST ED CIVIL ENGINEER DATE .4 April 28, 2011 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 �°< IMOTHY T. "`-'i, HAILE z rn Ld No. 72109 xp.6/30/12 s CIVIL TgTe OF CAL IFp��11 RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ADDREVIATIONS MVP - MAINTENANCE VEHICLE PULLOUT C - CUT SLOPE F - FILL SLOPE C;F - TRANSITION FROM CUT TO FILL SLOPE F ; C - TRANSITION FROM FILL TO CUT SLOPE TCE - TEMPORARY CONSTRUCTION. EASEMENT Prop - PROPOSED LEGEND ---- GRADING LIMITS ------- SAWCUT TCE LIMITS OF COLD PLANE HMA (60 mm EXIST PAVEMENT REMOVAL INTERLOCKING CONCRETE PAVERS MAXIMUM) CURVE DATA NO. R A T IL 0 1 1 21 9.202 30°07'2911 328.107 6410026 2 610 o � II 12 57 32 69.280 137.968 03 914.402 0 4 53/5411 54II 39.1 1 1 1 78.175 5 -. ::" ., — NTRACT - CO _ ...' - - :... C.0®A® DATE 10 31 1 3^ ALL DLMENSIONS ARE IN -- --... ---- :. 1.METE . .-- ---- .. . . � ------ --- -- - .. - - - --- -- . - --- - -- - .. -_ • : : .,� -- ------ ---- �� . , . - ': - -- ----: '.••. -- -- - -- ..., --- - �. .I.... .. --.. : . .., . '-�'.�:"-:, ....... � - . � . - ------I ...... ... -.... - 1. �, .� .. . .. , - - - ... � I : . - . RS UNLESS OTHERWISE SHOWN ,.. ... . '- .� - ----------- --- . . . . .- ........ �.�!t'....�.,:.- , - . . , I , . - ; �'-�� : �, 1� ---------- ......... . .. . , I . . .�' ��:!-,.:::-:. - - . _ - -.---.-- --- - - - . - _ -.. --- . � - .-- -� --� � - .. .. : I... - �:.- `- :::.: .1 .�� ,. -___ .. R.E. NAME WARD MAXW ... I.. -� 1- . , .�!�'.��.�;.;,- :11: , '. - .1..- � --�. . -� .--�. ... -.,:Z��:-�: :.. : --.- -::. -- � . --.--*%�=::!.,-.:* ---: -::-, -.- - -. .. *:1:: *.-.-,-"--:: q ...-.,.*- � � . � � , � �:: �.t:: . � . .. ..... � -"� - :�- - - . !� '. 1. , %` I . ::,-.--:::-: -::....- .: . - -------- - .. ... .. �. .. - . - . . ... .- . �. - .. ''. ...... ... . - � -.. - . 1�. ... ".., % . . -- ..:: - - ....... - .. * ... - - - - - - - - �. . - . -.:��,-.. . ..1.Z -...�.'��:--��":::--�--�:-..-,.,.--��----,."----, - -- - -- .--. -- . - - - - - ---..- -- � , LAYOUT- � - . , . � . -. . , .. , - ; I . -- � . . % .:.. ---.1 ---. .:- 1, � -1- .-:_ -w_::-:::.-*.-.1' -- -...-..,. - � - - - .��!:� -- -.,.. . - -. -:.., - -.- ..� ...-::. , �- .. . -:.�. . -:: .--::-::-, - - .:�--: ..�...�.,���.�-..."...;,...�.�..- -�:� . — .. ...... . ... .. RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => peruz I S I N MILLIMETERS I i I i I i I I I DGN F I LE => 0800000086ea001 . dan SCALE 1®500 L - 1 CU 08224EA OE4501 - Z640 - 66 >r I H 00 ww �-- �- 00 J J a_a_ ft 7%, W c CSI cn ao X 0 ui V) m 0 W Lu rlr V. Lu > I - w n- o W-4 wo r-4 0 Lli 0 T J 1 0 w a 328.107 ,e, N v Q Cr 55.418 O a 0 180.260 360 0 1 4 2 X 579.12 n x = o N w 16.705 0 0 J O a Qr QQQQ z z 0 Q 0 P-4 af 0 V) 0 am o w m 0 I-cl co aw 0 / 1z LU CD J (/) W T Qw Up U W-4 wo r-4 0 Lli 0 T J 1 0 I- H 328.107 oF� 5 0 v 0 Cr 55.418 O a 0 180.260 360 0 1 4 2 X 579.12 n 41.696 LI.. 0 1 3 N w 16.705 0 �. U O Qr QQQQ z 0 Q 0 P-4 0- 0 V) 0 W o W-4 wo r-4 NOTE: 1. FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. 2. FOR CURB AND DIKE TRANSITIONS, SEE CONSTRUCTION DETAIL SHEETS. 3. FOR TIE -BACK RETAINING WALLS No. 56EO013 AND 56EO014 SEE STRUCTURE PLANS. 4. FOR REMOVE CONCRETE SLOPE PAVING SEE STRUCTURE PLANS. "ITT" LINE 4+69.391 = "ITT5" LINE 1+93.647 BC 5.850 Rt +13 ANGLE POINT Beg CURB (TYPE A2-200) MATCH Exist TYPE A-6 CURB END RE)6K BLANKET 15.6 Rt +69.391 ANGLE POINT 15.850 Rf +690391 END ROCK BLANKET (SEE Const DETAILS) "ITT3" LINE �173+88.54�7EC� "ITT" LINE 5+00.602 FOR INTERSECTION DETAILS SEE Const DETAILS 1.8 SIDEWALK +70.601 C CURB RAMP ( CASE A) 6 Lt +60.407 END CURB (TYPE A2-200) 7 Lt +55.233 END HMA DIKE (TYPE A WITH SIDE GUTTER CK BLANKET =388 5 i172 SEE Const DETAj_LS 12-9 BC i 2+76.894 EC 0 R 0 T i 1 0 a �v 328.107 oF� 5 0 v 200 50'05" r, 55.418 O a 0 180.260 360 0 1 4 2 X 579.12 08014'10" 41.696 z 0 1 3 N Q 16.705 0 �. I QQQQ LL_. o' 0 0 0 W o 0 ME co �. 0 / LJ T cn 0 O C Q U U / L1_ X U0 O N --z- La.J 0 � o a Q a o/ NOTE: 1. FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. 2. FOR CURB AND DIKE TRANSITIONS, SEE CONSTRUCTION DETAIL SHEETS. 3. FOR TIE -BACK RETAINING WALLS No. 56EO013 AND 56EO014 SEE STRUCTURE PLANS. 4. FOR REMOVE CONCRETE SLOPE PAVING SEE STRUCTURE PLANS. "ITT" LINE 4+69.391 = "ITT5" LINE 1+93.647 BC 5.850 Rt +13 ANGLE POINT Beg CURB (TYPE A2-200) MATCH Exist TYPE A-6 CURB END RE)6K BLANKET 15.6 Rt +69.391 ANGLE POINT 15.850 Rf +690391 END ROCK BLANKET (SEE Const DETAILS) "ITT3" LINE �173+88.54�7EC� "ITT" LINE 5+00.602 FOR INTERSECTION DETAILS SEE Const DETAILS 1.8 SIDEWALK +70.601 C CURB RAMP ( CASE A) 6 Lt +60.407 END CURB (TYPE A2-200) 7 Lt +55.233 END HMA DIKE (TYPE A WITH SIDE GUTTER CK BLANKET =388 5 i172 SEE Const DETAj_LS 12-9 BC i 2+76.894 EC 1 13.584 L t +58. 720 /SAWCBeg CURB(TYPE A2-200) UT Mis TCH Ex s f T YPE A 6 CURB 13.584 Lt +13 ANGLE POINT Beg ROCK BLANKET (SEE Const DETAILS) 130241 Lt +94.344 ANGLE POINT DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 4806/49.3 10 178 - .. ROF SSI REGIST ED CIVIL ENGINEER DATE �o Q Nq� IMOTHY T. HAILE z April 28, 2011 C m PLANS APPROVAL DATE � No. 72109 � THE STATE OF CALIFORNIA OR ITS OFFICERS xP.6/30/12 OR AGENTS SHAL L NOT BE RESRONSIBL E FOR CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED ��F OF CALIFo��� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 END CURB (TYPE A2-200) Beg CURB (TYPE Al -200) COUNTY R/W "ITT4" LINE 173+39.131 BC "ITT" E 5+05.95 HMA DIKE (TYPE A) SEE Const DETAILS /� = /1 7 9 m 7 = 3 53 0 2 I// %�] 2 I(7 rt r�f Sy r�`}+� htry{rtk HMA DIKE (TYPE : D) 1 SIDE GUTTER " t ' i 6 Lt +00 „' G ® ,r,; r v, END CURB.. (TYP'.E Al -200) .-E-ND HMA DL.K-E TYPE D ( ) ... :..-'" �... }Z �fJk {d 74l frrlf r^v. ,fit+ t'�ii �h�13 .-- ..:. .. ..- /.-'� .........- .: :-. z ext,cl +`' It{f 4,t•,{I i. 4; ,, r�!\ ii4y•sJ ?fr of � :r�r(I , u. rst n? s p4YS " ... Be HMA DIKE TYPE• .. ( -- -... • '{ .;._.. t a -V ,t� ,,�~-}rx ,tit. ;.S:.{rY l t ''i t z 4::.; r•r I., ,, 'I,�i�,�:, Beg / C�- ..�: .:„'.,C,l • -- 0.�� ra.: 37:..S- ., -s .r"T rtd {1 i {t , lt, t , k t. Yt 4 'f.:. 1 .: ,,a �t I :,:�+: ,, i r � - � ^� V :;- , -,1 ,ri§k „�(y .zr3}11 r,t {;..::4, �+ _t ..rt,.,l t+tliit ,.17 tt'.i i;{..1{,�'...t+l iri IP. n".n, ` - .-.. .- -' � ,.�- ..- � .�' .••' ;:�; ,..7 :.. , .t r ltf4. 1�.. �jt ll• t_,. Ak k _`•: '1 i' } ,. co�.: � � zi , � ? : k] t!%r {f._ 5., ) �r �- WI.T.H SIDE GUTTE ,v f,x:,.f,f,A „,.:��W.,.Itl. % .. .;�- .+ t1r }}ffr.j 4.t,..;lr .rr, kr 't >q f .' s 5{ -,.; t. r v{ .: �•; 3.h..- _ r. ' ,.:,.: .,,r. Fu:r tau ), .t.. s• h ;;.t /,'-_.:. us x d 'Y _ Beg ( ) HMA DIKE TYPE D � I YY :.. : :�,z, °'� �• s '{ ._�-' ':..o,ISl it trx. � +,1. ,t _ . - .. Ji:.. u t :S r,.:,.aF c;:..ar• t PYf .t t inY �. - _ -. � .. ., .. t,•J. ,. . .....r ,..... ... ...f„a rthtl >h... t. ., ..�. �„ .., ��>�ti, „rl ... � ,, ..;r j.lt ROCK BLANKET 7 a MATCH Exist PAVEMENT.21 _, q / r ,. ... - .. 1 -:.. ;: z�. _ :tir•- 1 u.,lti i x __ ;l t )P IC,i i. . . ..® :r n+ _„ all:I yo: t- s.. t .'? I� -' -;(', s `I- t S tl - } ,.. ,-,,..t t .., y I ,�.i '>� .:.,:.5 �.�.0-••'. __ ." : • :' V ..t.Y- I. t -i, 4 O • ...._ .. - b 4{, e:,. Fj�i� ;,1.-- i xd.?�yta �^' x� x. �.., =.v+ 1 `r:di{. m •ti ,}. '\ I I 1..'3 r � . r, til 31 r •-a V .• .-_ �. _..t. ��• , f v gg 0 <.,. / j Be LANE TAPER rA , co �s -\ i k:::- ,'« 1 -.'::y+60.. ;trl S 3.082 R- 189 E C- rUILTSAWCUT nq ,t'.r ' 1.2 Rt +4 0 , •, 4�7 R o ty,F tr11't� r1S ., el 4 �- END LANE TAPER, ,. t o 454 ��� x. + .., ;' i.. 4Ff d' �� `U,r J�l, _ �. �, ®e e ROCK.. BLANKET.268+ ` s 1 g 4.0 R1 6Q tts --_ CON 31 - C N 8 MVP (CASE 1) _ 4®8 CaC X a : :r,, 4_a8 Rt +520335 MA • e3 B-C-tJRB (TYPE A2 ...2.00) _ 1 E 10 68 (SEE Const DET LSI-,-- I- � _ R®E® NAME 1� .__...- e - '' `,;} Y'ii4` ,dry i `Y_.` -'B�' CU -R B. --- -'`-� In a• W - V �•. + YP ,Q.• - .. ••� �:>r'� ��:1,7A1,,L �•�®�' - - - (T g E... A2- 200 ). 65 0 95.0 _ n} ® , . C i 1 - .... C. RB RAMP CASE F ; a1.3 ' RO.C.K.....B.L..K�.fi........ U.. _. ( ) h i - ®- -- -- --- r� -. -- - C.U.R�......(.T Y P E A 2- 2 0 0) -. r - E-E®C76nst DETAILS ....................................... 4�' isi v /. G r _'••.................... : ,' +40 mm WSP C 1 Z m Pi -- MBGR TYPE .1•'2 ' A'Y.O:UT f ; .: �: �r ROCK BLANKET'•- •' ��•��•• � 1, �;: IRRIGATION 'CROSSOVER ---- A=385.5 m2 ALTERNATIVE FLARED TERMINAL SYSTEM ............... :::�, : �. '. "``'.: (SEE- ..Con-s_t V Trans R A -I -LIN -C (TYPE W B) ; ; :.':::..'�: _ y s; r (-,SE E---' C o -ns -t. -:DETAILS) ............ .: - -'... ::::�::: L „t � v� +20 ------ --- -..---- 1.7-04-...R.t .._+4..1..696 d ri :rL :. 1.2 0 3... Lt.,..+4 5 0 833 - � Z fnA ,---300 mm CHDPE T�,rr ;,,.....SND MBGR (MBGR CONNECTION TO : ,.... ../.. ' 7 + ; :;: . ' :: END CURB (TYPE...A2-200) A=32e 6 -177.2 IRRIGATION`' CROSSOVER hiK ' WALL PER CALTRANS Std A77J3) 12 �-6� L. +450833 (SEE Const "DETA-I-LS) s:::, Z Beg ANCHOR BLOCK <:.' :�{::::. v 1 .2 Rt +1 5 - -- -- -- „w r Noo 5 1704 Rt +44°556 t s,rr +, Beg Con.o._BQR,R (TYPE 60D• Mod) r f �' .. .................,� t t MATCH Ex I st PAVE .N,:T... -- �� �-� - •••'. ......:ME - �,_' ,i + �������� ,I I -' :. -.B-e. ' -ROCK BLANKET END ANCHOR BLOCK 1704 Rt +52069...............................................:. ................................. ....... Const D -E -T -A -L Be R -W Na -o.....5 -6E00.14 END RQ.C•K.-$•LANKET ------ ..._ Conc BARRIER { TYP.E.....80D Mod ) SOUTHBOUND = _. (SEE --Const D-ETA.ILS).._ - - ......... . ,vr y TIE -BACK RW Noo 56..E.001'3: .......................:.:..T LE.....B.AC K RW No. -0.... 5. 1 4 r .. 6.E �? 0........:....................�....., :.. .... .............. 105 SIDEWALK 7 CURVE DATA NO. R 0 T i 1 0 1 21 9.202 �v 328.107 oF� 5 0 v 200 50'05" r, 55.418 6 O a 3026'30'' 180.260 360 0 1 4 2 10 0 579.12 08014'10" 41.696 83.247 0 1 3 100 180 58'01 " 16.705 33.104 I A 1 13.584 L t +58. 720 /SAWCBeg CURB(TYPE A2-200) UT Mis TCH Ex s f T YPE A 6 CURB 13.584 Lt +13 ANGLE POINT Beg ROCK BLANKET (SEE Const DETAILS) 130241 Lt +94.344 ANGLE POINT DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 4806/49.3 10 178 - .. ROF SSI REGIST ED CIVIL ENGINEER DATE �o Q Nq� IMOTHY T. HAILE z April 28, 2011 C m PLANS APPROVAL DATE � No. 72109 � THE STATE OF CALIFORNIA OR ITS OFFICERS xP.6/30/12 OR AGENTS SHAL L NOT BE RESRONSIBL E FOR CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED ��F OF CALIFo��� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 END CURB (TYPE A2-200) Beg CURB (TYPE Al -200) COUNTY R/W "ITT4" LINE 173+39.131 BC "ITT" E 5+05.95 HMA DIKE (TYPE A) SEE Const DETAILS /� = /1 7 9 m 7 = 3 53 0 2 I// %�] 2 I(7 rt r�f Sy r�`}+� htry{rtk HMA DIKE (TYPE : D) 1 SIDE GUTTER " t ' i 6 Lt +00 „' G ® ,r,; r v, END CURB.. (TYP'.E Al -200) .-E-ND HMA DL.K-E TYPE D ( ) ... :..-'" �... }Z �fJk {d 74l frrlf r^v. ,fit+ t'�ii �h�13 .-- ..:. .. ..- /.-'� .........- .: :-. z ext,cl +`' It{f 4,t•,{I i. 4; ,, r�!\ ii4y•sJ ?fr of � :r�r(I , u. rst n? s p4YS " ... Be HMA DIKE TYPE• .. ( -- -... • '{ .;._.. t a -V ,t� ,,�~-}rx ,tit. ;.S:.{rY l t ''i t z 4::.; r•r I., ,, 'I,�i�,�:, Beg / C�- ..�: .:„'.,C,l • -- 0.�� ra.: 37:..S- ., -s .r"T rtd {1 i {t , lt, t , k t. Yt 4 'f.:. 1 .: ,,a �t I :,:�+: ,, i r � - � ^� V :;- , -,1 ,ri§k „�(y .zr3}11 r,t {;..::4, �+ _t ..rt,.,l t+tliit ,.17 tt'.i i;{..1{,�'...t+l iri IP. n".n, ` - .-.. .- -' � ,.�- ..- � .�' .••' ;:�; ,..7 :.. , .t r ltf4. 1�.. �jt ll• t_,. Ak k _`•: '1 i' } ,. co�.: � � zi , � ? : k] t!%r {f._ 5., ) �r �- WI.T.H SIDE GUTTE ,v f,x:,.f,f,A „,.:��W.,.Itl. % .. .;�- .+ t1r }}ffr.j 4.t,..;lr .rr, kr 't >q f .' s 5{ -,.; t. r v{ .: �•; 3.h..- _ r. ' ,.:,.: .,,r. Fu:r tau ), .t.. s• h ;;.t /,'-_.:. us x d 'Y _ Beg ( ) HMA DIKE TYPE D � I YY :.. : :�,z, °'� �• s '{ ._�-' ':..o,ISl it trx. � +,1. ,t _ . - .. Ji:.. u t :S r,.:,.aF c;:..ar• t PYf .t t inY �. - _ -. � .. ., .. t,•J. ,. . .....r ,..... ... ...f„a rthtl >h... t. ., ..�. �„ .., ��>�ti, „rl ... � ,, ..;r j.lt ROCK BLANKET 7 a MATCH Exist PAVEMENT.21 _, q / r ,. ... - .. 1 -:.. ;: z�. _ :tir•- 1 u.,lti i x __ ;l t )P IC,i i. . . ..® :r n+ _„ all:I yo: t- s.. t .'? I� -' -;(', s `I- t S tl - } ,.. ,-,,..t t .., y I ,�.i '>� .:.,:.5 �.�.0-••'. __ ." : • :' V ..t.Y- I. t -i, 4 O • ...._ .. - b 4{, e:,. Fj�i� ;,1.-- i xd.?�yta �^' x� x. �.., =.v+ 1 `r:di{. m •ti ,}. '\ I I 1..'3 r � . r, til 31 r •-a V .• .-_ �. _..t. ��• , f v gg 0 <.,. / j Be LANE TAPER rA , co �s -\ i k:::- ,'« 1 -.'::y+60.. ;trl S 3.082 R- 189 E C- rUILTSAWCUT nq ,t'.r ' 1.2 Rt +4 0 , •, 4�7 R o ty,F tr11't� r1S ., el 4 �- END LANE TAPER, ,. t o 454 ��� x. + .., ;' i.. 4Ff d' �� `U,r J�l, _ �. �, ®e e ROCK.. BLANKET.268+ ` s 1 g 4.0 R1 6Q tts --_ CON 31 - C N 8 MVP (CASE 1) _ 4®8 CaC X a : :r,, 4_a8 Rt +520335 MA • e3 B-C-tJRB (TYPE A2 ...2.00) _ 1 E 10 68 (SEE Const DET LSI-,-- I- � _ R®E® NAME 1� .__...- e - '' `,;} Y'ii4` ,dry i `Y_.` -'B�' CU -R B. --- -'`-� In a• W - V �•. + YP ,Q.• - .. ••� �:>r'� ��:1,7A1,,L �•�®�' - - - (T g E... A2- 200 ). 65 0 95.0 _ n} ® , . C i 1 - .... C. RB RAMP CASE F ; a1.3 ' RO.C.K.....B.L..K�.fi........ U.. _. ( ) h i - ®- -- -- --- r� -. -- - C.U.R�......(.T Y P E A 2- 2 0 0) -. r - E-E®C76nst DETAILS ....................................... 4�' isi v /. G r _'••.................... : ,' +40 mm WSP C 1 Z m Pi -- MBGR TYPE .1•'2 ' A'Y.O:UT f ; .: �: �r ROCK BLANKET'•- •' ��•��•• � 1, �;: IRRIGATION 'CROSSOVER ---- A=385.5 m2 ALTERNATIVE FLARED TERMINAL SYSTEM ............... :::�, : �. '. "``'.: (SEE- ..Con-s_t V Trans R A -I -LIN -C (TYPE W B) ; ; :.':::..'�: _ y s; r (-,SE E---' C o -ns -t. -:DETAILS) ............ .: - -'... ::::�::: L „t � v� +20 ------ --- -..---- 1.7-04-...R.t .._+4..1..696 d ri :rL :. 1.2 0 3... Lt.,..+4 5 0 833 - � Z fnA ,---300 mm CHDPE T�,rr ;,,.....SND MBGR (MBGR CONNECTION TO : ,.... ../.. ' 7 + ; :;: . ' :: END CURB (TYPE...A2-200) A=32e 6 -177.2 IRRIGATION`' CROSSOVER hiK ' WALL PER CALTRANS Std A77J3) 12 �-6� L. +450833 (SEE Const "DETA-I-LS) s:::, Z Beg ANCHOR BLOCK <:.' :�{::::. v 1 .2 Rt +1 5 - -- -- -- „w r Noo 5 1704 Rt +44°556 t s,rr +, Beg Con.o._BQR,R (TYPE 60D• Mod) r f �' .. .................,� t t MATCH Ex I st PAVE .N,:T... -- �� �-� - •••'. ......:ME - �,_' ,i + �������� ,I I -' :. -.B-e. ' -ROCK BLANKET END ANCHOR BLOCK 1704 Rt +52069...............................................:. ................................. ....... Const D -E -T -A -L Be R -W Na -o.....5 -6E00.14 END RQ.C•K.-$•LANKET ------ ..._ Conc BARRIER { TYP.E.....80D Mod ) SOUTHBOUND = _. (SEE --Const D-ETA.ILS).._ - - ......... . ,vr y TIE -BACK RW Noo 56..E.001'3: .......................:.:..T LE.....B.AC K RW No. -0.... 5. 1 4 r .. 6.E �? 0........:....................�....., :.. .... .............. 105 SIDEWALK 7 CURVE DATA NO. R 0 T L 1 0 1 21 9.202 30007'2911 328.107 641.026 5 0 4 200 50'05" 28.018 55.418 6 O a 3026'30'' 180.260 360 0 1 4 2 10 0 579.12 08014'10" 41.696 83.247 0 1 3 100 180 58'01 " 16.705 33.104 -------------- u lu ' ...... :._.,. I -TT"-- LINE 6+08°778 = _..:. `A�r � .... � CURB TYPE A2 200 ::.; ::.' ............. -- ( ) ::�sa ti'.' T� gE ,PROTECTED .............................. ..A.. LINE"'_ 173+300.-768 ® I PLA .. -' --- ... UT.E . 1 5._ --- .. k, ,a 3' 11 11 173 MATCH LINE IIAII LINES _.-- . A ; L:I.N E 172 EE SHEAT L_3 _ � - - ALL DIMENSIONS ARE IN i ----------- METERS UNLESS OTHERWISE SHOWN RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I I I 1 74 USERNAME=>peruz DGN FILE=>0800000086ea002.dgn LAYOUT SCALE = 1:500 CU 08224 EA OE4501 Ln 0 N I z __D Ln I M I� I� Iw F- 00 00 J _J a_ a_ Z64an 0 10 - ww o� z� o� L 2 w a Z64an 0 10 - X m ® W W U) w I - w a a 'I-,>_ C) CO w co 0 aw a w Z f V U� U W J Qw. Up U NO. w A 0 L O1 F Q 328.107 w O4 270 11- J 147.241 09 304.801 x--- _j ,--- , N 14 0 Q 0- X cr 15 0 390.119 w 24.129 48.196 16 O U X = o O 312.269 4 1 3O50 u o J N 12 e � O Iz O 33.893 67.487 O w z O o a o W 'I-,>_ C) CO w co 0 aw a w Z f V U� U W J Qw. Up U 1 NO. w A 0 L O1 F 30007'29'' 328.107 641 .026 O4 270 11- 75.501 147.241 09 304.801 x--- O^ 220.060 14 0 V) 0- X cr 15 0 390.119 w 24.129 48.196 16 O U O O 45.307 O 312.269 4 1 3O50 u z 1 8 0 N c� a � O Iz O 33.893 67.487 O w 1 3° 1 6'1 5" O o Q!� 1 NOTE: 1. FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. 2. FOR CURB AND DIKE TRANSITIONS, SEE CONSTRUCTION DETAIL SHEETS. 3. FOR TIE -BACK RETAINING WALLS No. 56EO013 AND 56EO014 SEE STRUCTURE PLANS. 4. FOR REMOVE CONCRETE SLOPE PAVING SEE STRUCTURE PLANS. MATO LINE ''A" LINE SEE SHEET T -. R f% I T F-----'1 .�- I - -UJ w ... - - - 1�_ I `'S J �rlt Q. �a III I,If i I .'": 1 _. _. 1 '`'•: �'"i.. C f . 1 •• _ _ r, 7 ", 1,.. _„��W w .:,: I ,:,, 2 ' �•. '. •... '.:.._ � ,, • . _ . cam' �%� ..:.$ ,� «< �' � I I•t 1 it I � --'- � - - _ /) W gra S 1 - v Ln 1, ' _�% a Ail; 4 'E' I., ! �,.;:i:.a � r .', I ''.t`� r v ...,,: '. ' �� �• ._. '. -�" '_'.. - -_,_ all41..k" I� 1 ',: ' • i .:, 1 .::r I 1 1 fa , 4 t f .,,, .. :. O 4-. l ---f ._., s,. r 5 8. T 1 - RA E ' 9. O 8� . .... � a ,. __ _ hJ � I I ,.. . _ .... 1 � 4 . y 4 1 `:4 7 9 L t .1 4 j 1 �� J; . r r - 2 1 6 I ROCK BLANK ,� ,�,� : t I I: : W � t f a .. 4 1 - , rI , 1 li+x I t r 1 -1 s 3 S I C . • �: .;�; t _ v ; <, .,:•:..<.. : lr S E n tt.s TL, F „s E... _ � I DE p _., .\. i., d. 2.1" t . L d ,.r.i r xl„ . I>:' , s t.l>•',k ,.. , �iK F4 tL S 1 .. ... ,i 1 � "S s5J z! f -a:`it "1 � 'ce U .�'tuc•-. eob2> ( f !N . aa. � 4 L t I � w ':� ••� - <. --------PAVEM NT . EN- ., ANCHOR .. _ .... ., E N D.••,<.BMA D I K E<....+T P E _D) :.::.�,.�: , t „-Tb _ - C: - ....,• H.NtA ..D.IKE :......:. ,. �........: 300 ;mrri CHiPE' <J,« •. �jt ,., t= 4 • - ''- - A 200 Be --' CURB (TYPE 2 ��DIKE TYPE'. D 9, 4' IRR ATIO.N:/ CRaSSOV R' HMA J (. ).1 E [E Const: D: T -.AI' ' :: (TYPE D) I'TT2- INE . +77 79;1.: ' :'. 2 ... ..... :. -. .-- .:. .. ... .. _..._ ,.....> .. '. �. Y , ; := .Be .. �C U R$� (TAY -P E- A.2 �-.: 2 0 0. -- 3 2: Rt +5:1`'.77. -� 1 C� - 'CUR,B RAMP CASE. C `I ... ( : )... : Be D I K EI�. T -•Y P E `.D••). - Ca . ;. .RO.C:K... B-'E•A'N'KET' s g (. ). LTRN.S......... . <c A N ------------------- -- ROCK BLANKET. � :' (SEE-. C.ons.t..�.DETAI L..•S . " ;` ; .:� ,.: � ... --- ----- _ 64..1 7:: R1 I:{':.: 11 N F - c�....' ITT LINE 689.2$1 .14•.) REC.ON-STRUC'.T -AN•D LNS.T:AL--L::: 30C mm .''WSP. c ITT2 LINE 172f99.514 - .. � IRRIGATI N CROSSOVER•'.. � � `�� ��END POS AND' HARD •ARE.- + 1 -_ A S- '. D I R'E C T E D'...: Y :, TH-.E. 6.4.3.2. L't 7;;, - �..--- - 6+90"0'3.4.:1....... . (SEE.- Canst..•'DETAILS) END HMA DIKE ThPE: D O i (.. ) . -FOR I-TER.SEC..TION DETAILS I _.... �., T LINE +92.197;;;. •-E N:G INE E R S E ;, : -',, ,.... .• Const :DETAIL;; ..:...........: �j.8. 1 5 6, �` CURB A ( S ). 6 '.924,.. L�- 4.9.94..1 PCC 'ASE 6.254.' Lt +80.-116 ESC 1 0,8 SIDEW,A•LK .: � �� 351 .6,0,3 FL `L +68.34 6 0 9 2 0 5..-64 - -6--m,92-4::1 t +6 9.9,1 3 ..E 34.70`132 FL .;''T=fiT" LINE f e O- • 1 - :::; t e ,:•��� '`:•�_•'�END��`-CURB :-(TYPE...-A.2..,..��:o�):: END ---`R_0,.CK BLANKET. .• CURB RAMP CAS.E'.:'A ��... >.: ��eg:...BA�`'....T,A.PER I- ( _ ) I ?- 50.443 - _F -L 352.1 38 FL ....... W O (SEE Co:nsi' DETAI;I�'S) I. 6.:289 Lt , 40..976..----tC ' _ '�:. 1:: - •�'; � I .:. ;:�: •'.• - ) r �C�U :'' TYPE.....A2- . 00 .� 1 6 --------- EN CURB. (. 2 ) ®- -_ �® ,. 3.4 8.71 3 E L.• .:.... F• ,;. 1- - - `F _ < Qj . 1.4.9 .0 0.. 3 7 - B C v, l a,• .,. 6.329 t 93e60�O BC ,t; L .. .. k ..,:,, vi .. .. ,..,. ., r. _ 5..: ,7. .r .. .. whl. C (I c. c , t.�" .. ._ ,., � v.�......, ....._. ..L. .... ., .) 1 ..�.o.,, .-:xtJ`Y-tee: :.�ts=.�n.L - rl I_ .�s:r .. _ ,l ... ,. .,.,, ., :. 1 .:• ,:.., _ �•ibl�:d.,<..: G.. ..,rr 42i . 3 3 . ,' � 'Ct x .,{ ,, .34.7.45 F L .. _... _ __ _ , ._ _ I n 5 co -- _ ,. I ,. _ t .. t ,., t. t . 3 . rr`n--rte- .r_ .t , t I 7`<.-�,•-=a,S .,a,-: ,.. „Ila 1. . 4 6.5--` l 1/'�, .. .. .�.. - t:. ...- 5 ...`•,.; 1 r ..... .,:. ,:,r- ,_ ..,_, _:.. ., ,. s .:,-. n w ., .>.. .� . J : ,. l il9k.. ,, �,.'n�,,,, � r .,f V / I f .. S72 56 4 E LO _ •• ` ®®- ... - ) -- l9 : Co n o.: B A R R I E R _......... �- - :- 14 --- --- _ �e 2'O.. T Y P.E• 6 0�D {�o �i Bti.... ;.'.:,•:' :' .. _. - R No"®„ .1.5.....:CP ...TY E 1 O .-' .•Jf„'� ?;?tlr,t.. .. .'_. �. , a�a�r" ... „ i ., ,..,e.c �,�,,.,1Fe ,,,. ;,=` :•- �: .� ..•• ... ...- .-� ..,... ---` _..-- ...- --'••. 1 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 4806/4903 11 178 4/26/11 ROFESSIO REGIST ED CIVIL ENGINEER DATE e Nq April 28, 2011 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 IMOTHY T. - _HAILE z No, 72109 .,xp.6/30/12 sT CIVIL P ATF of GALIF���� RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CURVE DATA NO. R A 0 L O1 �y 30007'29'' 328.107 641 .026 O4 270 11- 75.501 147.241 09 304.801 41 0 21 '59" O^ 220.060 14 0 355.4 4005'30" X 25.380 15 0 390.119 Z 24.129 48.196 16 O 311 .725 O � 45.307 O 312.269 4 1 3O50 u 20.439 1 8 0 N LL. 42.997 � O 293.725 O 33.893 67.487 O ~ 1 3° 1 6'1 5" O 68.337 o W O ME 0 O W m Q (n I --- I Q Z o O - 1A_ o Q - a u / I� X � o N � W o I -- o Q / cn Q Q o / NOTE: 1. FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. 2. FOR CURB AND DIKE TRANSITIONS, SEE CONSTRUCTION DETAIL SHEETS. 3. FOR TIE -BACK RETAINING WALLS No. 56EO013 AND 56EO014 SEE STRUCTURE PLANS. 4. FOR REMOVE CONCRETE SLOPE PAVING SEE STRUCTURE PLANS. MATO LINE ''A" LINE SEE SHEET T -. R f% I T F-----'1 .�- I - -UJ w ... - - - 1�_ I `'S J �rlt Q. �a III I,If i I .'": 1 _. _. 1 '`'•: �'"i.. C f . 1 •• _ _ r, 7 ", 1,.. _„��W w .:,: I ,:,, 2 ' �•. '. •... '.:.._ � ,, • . _ . cam' �%� ..:.$ ,� «< �' � I I•t 1 it I � --'- � - - _ /) W gra S 1 - v Ln 1, ' _�% a Ail; 4 'E' I., ! �,.;:i:.a � r .', I ''.t`� r v ...,,: '. ' �� �• ._. '. -�" '_'.. - -_,_ all41..k" I� 1 ',: ' • i .:, 1 .::r I 1 1 fa , 4 t f .,,, .. :. O 4-. l ---f ._., s,. r 5 8. T 1 - RA E ' 9. O 8� . .... � a ,. __ _ hJ � I I ,.. . _ .... 1 � 4 . y 4 1 `:4 7 9 L t .1 4 j 1 �� J; . r r - 2 1 6 I ROCK BLANK ,� ,�,� : t I I: : W � t f a .. 4 1 - , rI , 1 li+x I t r 1 -1 s 3 S I C . • �: .;�; t _ v ; <, .,:•:..<.. : lr S E n tt.s TL, F „s E... _ � I DE p _., .\. i., d. 2.1" t . L d ,.r.i r xl„ . I>:' , s t.l>•',k ,.. , �iK F4 tL S 1 .. ... ,i 1 � "S s5J z! f -a:`it "1 � 'ce U .�'tuc•-. eob2> ( f !N . aa. � 4 L t I � w ':� ••� - <. --------PAVEM NT . EN- ., ANCHOR .. _ .... ., E N D.••,<.BMA D I K E<....+T P E _D) :.::.�,.�: , t „-Tb _ - C: - ....,• H.NtA ..D.IKE :......:. ,. �........: 300 ;mrri CHiPE' <J,« •. �jt ,., t= 4 • - ''- - A 200 Be --' CURB (TYPE 2 ��DIKE TYPE'. D 9, 4' IRR ATIO.N:/ CRaSSOV R' HMA J (. ).1 E [E Const: D: T -.AI' ' :: (TYPE D) I'TT2- INE . +77 79;1.: ' :'. 2 ... ..... :. -. .-- .:. .. ... .. _..._ ,.....> .. '. �. Y , ; := .Be .. �C U R$� (TAY -P E- A.2 �-.: 2 0 0. -- 3 2: Rt +5:1`'.77. -� 1 C� - 'CUR,B RAMP CASE. C `I ... ( : )... : Be D I K EI�. T -•Y P E `.D••). - Ca . ;. .RO.C:K... B-'E•A'N'KET' s g (. ). LTRN.S......... . <c A N ------------------- -- ROCK BLANKET. � :' (SEE-. C.ons.t..�.DETAI L..•S . " ;` ; .:� ,.: � ... --- ----- _ 64..1 7:: R1 I:{':.: 11 N F - c�....' ITT LINE 689.2$1 .14•.) REC.ON-STRUC'.T -AN•D LNS.T:AL--L::: 30C mm .''WSP. c ITT2 LINE 172f99.514 - .. � IRRIGATI N CROSSOVER•'.. � � `�� ��END POS AND' HARD •ARE.- + 1 -_ A S- '. D I R'E C T E D'...: Y :, TH-.E. 6.4.3.2. L't 7;;, - �..--- - 6+90"0'3.4.:1....... . (SEE.- Canst..•'DETAILS) END HMA DIKE ThPE: D O i (.. ) . -FOR I-TER.SEC..TION DETAILS I _.... �., T LINE +92.197;;;. •-E N:G INE E R S E ;, : -',, ,.... .• Const :DETAIL;; ..:...........: �j.8. 1 5 6, �` CURB A ( S ). 6 '.924,.. L�- 4.9.94..1 PCC 'ASE 6.254.' Lt +80.-116 ESC 1 0,8 SIDEW,A•LK .: � �� 351 .6,0,3 FL `L +68.34 6 0 9 2 0 5..-64 - -6--m,92-4::1 t +6 9.9,1 3 ..E 34.70`132 FL .;''T=fiT" LINE f e O- • 1 - :::; t e ,:•��� '`:•�_•'�END��`-CURB :-(TYPE...-A.2..,..��:o�):: END ---`R_0,.CK BLANKET. .• CURB RAMP CAS.E'.:'A ��... >.: ��eg:...BA�`'....T,A.PER I- ( _ ) I ?- 50.443 - _F -L 352.1 38 FL ....... W O (SEE Co:nsi' DETAI;I�'S) I. 6.:289 Lt , 40..976..----tC ' _ '�:. 1:: - •�'; � I .:. ;:�: •'.• - ) r �C�U :'' TYPE.....A2- . 00 .� 1 6 --------- EN CURB. (. 2 ) ®- -_ �® ,. 3.4 8.71 3 E L.• .:.... F• ,;. 1- - - `F _ < Qj . 1.4.9 .0 0.. 3 7 - B C v, l a,• .,. 6.329 t 93e60�O BC ,t; L .. .. k ..,:,, vi .. .. ,..,. ., r. _ 5..: ,7. .r .. .. whl. C (I c. c , t.�" .. ._ ,., � v.�......, ....._. ..L. .... ., .) 1 ..�.o.,, .-:xtJ`Y-tee: :.�ts=.�n.L - rl I_ .�s:r .. _ ,l ... ,. .,.,, ., :. 1 .:• ,:.., _ �•ibl�:d.,<..: G.. ..,rr 42i . 3 3 . ,' � 'Ct x .,{ ,, .34.7.45 F L .. _... _ __ _ , ._ _ I n 5 co -- _ ,. I ,. _ t .. t ,., t. t . 3 . rr`n--rte- .r_ .t , t I 7`<.-�,•-=a,S .,a,-: ,.. „Ila 1. . 4 6.5--` l 1/'�, .. .. .�.. - t:. ...- 5 ...`•,.; 1 r ..... .,:. ,:,r- ,_ ..,_, _:.. ., ,. s .:,-. n w ., .>.. .� . J : ,. l il9k.. ,, �,.'n�,,,, � r .,f V / I f .. S72 56 4 E LO _ •• ` ®®- ... - ) -- l9 : Co n o.: B A R R I E R _......... �- - :- 14 --- --- _ �e 2'O.. T Y P.E• 6 0�D {�o �i Bti.... ;.'.:,•:' :' .. _. - R No"®„ .1.5.....:CP ...TY E 1 O .-' .•Jf„'� ?;?tlr,t.. .. .'_. �. , a�a�r" ... „ i ., ,..,e.c �,�,,.,1Fe ,,,. ;,=` :•- �: .� ..•• ... ...- .-� ..,... ---` _..-- ...- --'••. 1 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 4806/4903 11 178 4/26/11 ROFESSIO REGIST ED CIVIL ENGINEER DATE e Nq April 28, 2011 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 IMOTHY T. - _HAILE z No, 72109 .,xp.6/30/12 sT CIVIL P ATF of GALIF���� RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CURVE DATA NO. R A T L O1 1 21 9.202 30007'29'' 328.107 641 .026 O4 270 31 ° 1 443" 75.501 147.241 09 304.801 41 0 21 '59" 115.072 220.060 14 0 355.4 4005'30" 12.696 25.380 15 0 390.119 7°04'43" 24.129 48.196 16 O 311 .725 8019'39'' 22. 69 4 45.307 0 1 7 312.269 4 1 3O50 1 10.223 20.439 1 8 0 374.6 13005"45" 42.997 85.620 19 0 293.725 13°09'52" 33.893 67.487 20 0 295.043 1 3° 1 6'1 5" 34.322 68.337 - : ....... v./ .. �- V l✓ l•'11J ,J V Llr 1 I \.Y It v: _ _. - ... <......... _ - 4: --- :.:'.' -----......T-=- _1 5.1 23 Rt RET WALL 150 109+34.161 = -ANGLE POIN-11.076 Rt +50.032 PCC 8.533 Rt +910725 BC 11.076 Rt +80 PCC 12.208 RT "T" LINE 150+58.928 "ITT" LINE 7+81.043 EC = 350.025 FL e - 348.692 FL Fuiq+ TRFF - PTP 346.969 FL "T" LINE 149+70.728 RELATIVE BORDER SCALE IS IN MILLIMETERS 0 20 40 60 80 1_ 1 1 1 1 1 1 1 1 USERNAME=>peruz DGN FILE=>0800000086ea003.dan ILL 4504 �TR�c.� No. 0_S- OE_ 13 Co 10_31 ---- C.C.A, ��-TE ri n M__j�XVdE -_--- ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN LAYOUT CU 08224 SCALE: 1 :500 EA OE4501 L-3 loco 10 CV1 k Z ti 0 0 w W 00 J J a- a - W W Q 0 91m TA > (_o w (V Q� J 0 Q w Co > C) w w Of V w > I— w a C) "� > C) CO �•.�� Mco w F--C)Qw _jz w =)CD U� U w w aw = Up U NOTE: 1. FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. 1. 2. FOR CURB AND DIKE TRANSITIONS SEE CONSTRUCTION DETAIL`•.•..SHEETSo •. 9 1........ -.- ---- . ----- ....... ........ . :..., ". - , -- . 5.4 ..•'L"t + 5 9 0 9 4 2 -. - _. ' . .._ ...::.•B e - _... , I ,.,:.:....._................. -----. k END'ANCHOR t- E T-._.2000::.. - - ............................. , ,. i ........:........ -. - -' -ASSEMBLY -,. ;...::. C.� - . . : --..: - ::..... ---- G L X104 _ -- M B R - ..... R E M.O V E- -. P-'0 _ T'S----- - ---, _ ::. :.....: TY -P- 16: Y� T :' ...... : :.. - E... B....LA.. U ,,., _ ----- ............... 5 4 L --- - ..mm- --- .......... I. �e4' Lt 71 034..2.-- +- - . - ' :: , : _ ao4 Ec "-- " ...E -N -D IviBGR ,,,.,. ............................ ................ :... ... . J -1. .- : ::. -:. :. - _ 3520753 FL - ' .. -' -- .... :- . . . - :. - ' ---- ALTERNAT .. E FLARED :'. ;:. -' . - I- 504 ;L=1 +05o9S3 BC -------- _ TERMIN:A. _ ;S.YSTE.M :.•._ ,.., :;:.........^., . . uJ :: Ilk 470543 .E D _..8•A Y T A.P E R. : , o. _ .,......:::::........ 5..0..:...L..�....+,6 8 q 0..., _ --- ' ' -- - �..►� --- - - -- Nf 8. -.. 3 4 4 4 W -... - ....... - _ ......,... . _ (SEE Const DETAi LS"j -, ;..:_ -1...........:,...: --- - - . ................ ....... - 352 06.9.7 FL - IATCH E a s.t PA�/.EIE`NT TCE - -' .. „-. . - --- --------- --- -- - - - - , --- 3 5.2, 42.2.....E.S............................::.:..::::........ W- .. .......... .... . :..,...v.,,: U.1 --- ' ---- _..... -, .............:.... ::::...........-,...'::. --- - ... .................................................................. . 2777.77 th - ...._ ....,..... UNT F-. _®__-. -- -®_ .� -- -- -- ------ ... .,. _. . co _ . ,, .. . -- ---. .. ... . - _ .. .., ...... - - _ - - _11 �" - - - -- __ ....... ::: ,'............I ...........: :...... Al - O ...... ....... . �r TEMES�AL CANYON Rd T L I`NE N31.. 1 5 23. W- 768 X07 1 r.� t{� , ;ill 11- } I1 ,f:,� 11 1',i :"' _ _ ' ] :_ _ _'..f _ __ __ _ -� _ _ - SS.3, 4 ,-1, l.^ . . � 1. wS S,.aa .r.. - - - ,1 .: ,,. r s, ,, , ,., ,,, :.... ., ,, r s r:. .t.,n ..` ., _ h_, l l - -- .: z_i..J.lrt ._A: ,-, ».., -.:,:.,. �... F ,.t)v: a;ht 1 Y?:. )_ t 1.. tY (.x: ! ,, r l s ...fig } .:: j .,r ..: ,E 1s . ,., int S :. V -j 1 ..cv.,� _. .,, .. ,,,.. ntar:r-f, f .,. 3 ,. ! , l:...,. �,. ! _ i .,:f 7 .t U<: 1.,:.. - 1. :7 v. I,. .... ; r r"f; ,. i..i.:.,,}n _<_.,, 3.5.. k. .3 i !i 'a:.,6r r ,'i' .. �. ,. t r r.: Y r.. ..r ..JI ., ., h. ( r.,.., .., I K..,.. ., ..R _... y „r ..,. t f"I...i. U .) .f . ti..t , r . ,,. .::. ,+t , , 1 51�, 2 00 45 7 C o 4 t 9 Ill it .. 1 , . ,. ,, L - .......... ........... ...... ... ............. .... .. ....... ... .......... .... ........ P I. 3, .�.. 1. ,tJ.t ,. .�1a I.s7, .s^ .� .�a ( T......._, ......, ... 1 ,..,:.� t a, ,,; , h G i .. ,..f. ,, k J ..... s: r l I,a I, 1. .i r:.. U ,<.., i vi:.c :.II t .a' t t 1< t. ,, r ,:?; } ::v , >Tr 1 ., . � l . i, �y1 .. ,:.: a Vht. a.c, 1.i .:j 5L 53 l r i ,{ S :Vrf. ,. ,.„r .a i w a .t T a a`< ,..' P ... "r a , - - �..,. u _ ,. r - Ir._.. 3. s .. _a._.: .. - _. -,::.I .. ...- ..._ ..._ .. - - F.. r ,,.IS F r ...... ... r �.:.< _._ � 1. ..:.. _-,... s c. .::_..I. .1 ._» ...- .... .. ... ... _- O1. _ , - _' _ .. ®-- -- -.-- -------- --- - 6.9 2 3 R t+ 74,6'Q : 5 P I �'. . 5 �'o "96.7 R t 3 5 • `�'. _ ;....,. i. - -- ►-- :- 3 o G I G o 20% 2 'S 3..84 •.FL, AN L. PQ N,T--- AN LE "POINT'..., � 5..-4 Rt +-6-6- o C u - _ ... ... _. - - - ' O / ,....,. E N T 54,.,0.1 8 S70 2.9 27 E C % -- 500494..ES -a.-- II Z ::'-�:...- -..- _..-....._._........_' .:=::_8.a-7.26 Rt. +200.617 EC •. _..- _ .. .._ - .... = 91'..0 4 0 8 N6 9 3 2 0'1_- W _.._ - ...... ... -- --- --- J ............... :;;, :....3.5:2. x..1...7...2..: F L - - -... .. ;...............:-.. 1 2 0 202 RT ..: .- - .................._... U ......... - _ . - -- _ T L--I-NE- 1.5-1 +-2.1-- 2-86 - •.. ;-..; e -_....'---------- -- - EX rs TR.EE- .PIP . LL .. -.'_l ...............::..:... 8 ®9 6 5.,....R t.....+.1..3 ,. 4 2 7 . CURVE DATA LL a w R w w _ - .. . .,...:- -.._.. _.-:..-:.. - - � -.-.-:::1-O::e ,7��1..4......R #.....+O.p- ------- --- --- ------ ::-.............. _.. ::-:------------- ...... ., - . ;: ...... ,_, IV Q F-- Q (NO. 9 Of 4102A1 /5911 1 1 5.072 o X = r - ' •., END Cone BARRIER (TYPE 60D Mod) X___ ANGLE POINT 4®66 Rt REIT 150 10+94°372= J CO L Q 11 462.426 o II 21 26 48 87.571 173.092 w Z IWALL 15.104 RT T LINE 150+92.575 a X "� > C) CO �•.�� Mco w F--C)Qw _jz w =)CD U� U w w aw = Up U NOTE: 1. FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. 1. 2. FOR CURB AND DIKE TRANSITIONS SEE CONSTRUCTION DETAIL`•.•..SHEETSo •. 9 1........ -.- ---- . ----- ....... ........ . :..., ". - , -- . 5.4 ..•'L"t + 5 9 0 9 4 2 -. - _. ' . .._ ...::.•B e - _... , I ,.,:.:....._................. -----. k END'ANCHOR t- E T-._.2000::.. - - ............................. , ,. i ........:........ -. - -' -ASSEMBLY -,. ;...::. C.� - . . : --..: - ::..... ---- G L X104 _ -- M B R - ..... R E M.O V E- -. P-'0 _ T'S----- - ---, _ ::. :.....: TY -P- 16: Y� T :' ...... : :.. - E... B....LA.. U ,,., _ ----- ............... 5 4 L --- - ..mm- --- .......... I. �e4' Lt 71 034..2.-- +- - . - ' :: , : _ ao4 Ec "-- " ...E -N -D IviBGR ,,,.,. ............................ ................ :... ... . J -1. .- : ::. -:. :. - _ 3520753 FL - ' .. -' -- .... :- . . . - :. - ' ---- ALTERNAT .. E FLARED :'. ;:. -' . - I- 504 ;L=1 +05o9S3 BC -------- _ TERMIN:A. _ ;S.YSTE.M :.•._ ,.., :;:.........^., . . uJ :: Ilk 470543 .E D _..8•A Y T A.P E R. : , o. _ .,......:::::........ 5..0..:...L..�....+,6 8 q 0..., _ --- ' ' -- - �..►� --- - - -- Nf 8. -.. 3 4 4 4 W -... - ....... - _ ......,... . _ (SEE Const DETAi LS"j -, ;..:_ -1...........:,...: --- - - . ................ ....... - 352 06.9.7 FL - IATCH E a s.t PA�/.EIE`NT TCE - -' .. „-. . - --- --------- --- -- - - - - , --- 3 5.2, 42.2.....E.S............................::.:..::::........ W- .. .......... .... . :..,...v.,,: U.1 --- ' ---- _..... -, .............:.... ::::...........-,...'::. --- - ... .................................................................. . 2777.77 th - ...._ ....,..... UNT F-. _®__-. -- -®_ .� -- -- -- ------ ... .,. _. . co _ . ,, .. . -- ---. .. ... . - _ .. .., ...... - - _ - - _11 �" - - - -- __ ....... ::: ,'............I ...........: :...... Al - O ...... ....... . �r TEMES�AL CANYON Rd T L I`NE N31.. 1 5 23. W- 768 X07 1 r.� t{� , ;ill 11- } I1 ,f:,� 11 1',i :"' _ _ ' ] :_ _ _'..f _ __ __ _ -� _ _ - SS.3, 4 ,-1, l.^ . . � 1. wS S,.aa .r.. - - - ,1 .: ,,. r s, ,, , ,., ,,, :.... ., ,, r s r:. .t.,n ..` ., _ h_, l l - -- .: z_i..J.lrt ._A: ,-, ».., -.:,:.,. �... F ,.t)v: a;ht 1 Y?:. )_ t 1.. tY (.x: ! ,, r l s ...fig } .:: j .,r ..: ,E 1s . ,., int S :. V -j 1 ..cv.,� _. .,, .. ,,,.. ntar:r-f, f .,. 3 ,. ! , l:...,. �,. ! _ i .,:f 7 .t U<: 1.,:.. - 1. :7 v. I,. .... ; r r"f; ,. i..i.:.,,}n _<_.,, 3.5.. k. .3 i !i 'a:.,6r r ,'i' .. �. ,. t r r.: Y r.. ..r ..JI ., ., h. ( r.,.., .., I K..,.. ., ..R _... y „r ..,. t f"I...i. U .) .f . ti..t , r . ,,. .::. ,+t , , 1 51�, 2 00 45 7 C o 4 t 9 Ill it .. 1 , . ,. ,, L - .......... ........... ...... ... ............. .... .. ....... ... .......... .... ........ P I. 3, .�.. 1. ,tJ.t ,. .�1a I.s7, .s^ .� .�a ( T......._, ......, ... 1 ,..,:.� t a, ,,; , h G i .. ,..f. ,, k J ..... s: r l I,a I, 1. .i r:.. U ,<.., i vi:.c :.II t .a' t t 1< t. ,, r ,:?; } ::v , >Tr 1 ., . � l . i, �y1 .. ,:.: a Vht. a.c, 1.i .:j 5L 53 l r i ,{ S :Vrf. ,. ,.„r .a i w a .t T a a`< ,..' P ... "r a , - - �..,. u _ ,. r - Ir._.. 3. s .. _a._.: .. - _. -,::.I .. ...- ..._ ..._ .. - - F.. r ,,.IS F r ...... ... r �.:.< _._ � 1. ..:.. _-,... s c. .::_..I. .1 ._» ...- .... .. ... ... _- O1. _ , - _' _ .. ®-- -- -.-- -------- --- - 6.9 2 3 R t+ 74,6'Q : 5 P I �'. . 5 �'o "96.7 R t 3 5 • `�'. _ ;....,. i. - -- ►-- :- 3 o G I G o 20% 2 'S 3..84 •.FL, AN L. PQ N,T--- AN LE "POINT'..., � 5..-4 Rt +-6-6- o C u - _ ... ... _. - - - ' O / ,....,. E N T 54,.,0.1 8 S70 2.9 27 E C % -- 500494..ES -a.-- II Z ::'-�:...- -..- _..-....._._........_' .:=::_8.a-7.26 Rt. +200.617 EC •. _..- _ .. .._ - .... = 91'..0 4 0 8 N6 9 3 2 0'1_- W _.._ - ...... ... -- --- --- J ............... :;;, :....3.5:2. x..1...7...2..: F L - - -... .. ;...............:-.. 1 2 0 202 RT ..: .- - .................._... U ......... - _ . - -- _ T L--I-NE- 1.5-1 +-2.1-- 2-86 - •.. ;-..; e -_....'---------- -- - EX rs TR.EE- .PIP . /, wo z 0 e c 0 X u) Ln z Q 0 C C) 0 Q0 LL_ oo Q 0 o I.- 0 Z o W o M op I_ o Q u CL T LTJ' - 7) I Q 'j) mss' Q Z / I o O L1 a_ 0-1 i J, o a Q U. U / L _ X Lo N C) W o cn 0�' 104 Beg MBGR RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => peruz I S I N MILLIMETERS I i 1 I i I i I DGN F I LE => 0800000086ea004 . dgn DIST COUNTY I ROUTE KILOMETER POST ISHEEeTI TOTAL TOTAL PROJECT NoSHEETS 8 Riv 1 15 1 4 8.6/49.31 12 1178 X 4/26/11 FESS REGIST ED CIVIL ENGINEER DATE I _ IONq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CAL IFOP VIA OR ITS OF FICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS RL AN SHEET <,d 1 IMOTHY T. ! HAILS z w No. 72109 CD m � _Z7 x .6/30/12 I P R 5 CIVIL gy �4p• T � F OF CALIF RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN LAYOUT CU 08224 SCALE: 1 :500 EA OE4501 ti z Dr -- --D Ln ----DLn M n n o W W I— �__ �_ �__ 00 __j __j a- 0 - z= w L-4 � Q0 (\,j �- Q� __jo %660 _40121 .. -.'_l ...............::..:... 8 ®9 6 5.,....R t.....+.1..3 ,. 4 2 7 . CURVE DATA - -'.. ''................. ...-...------ --- --- -- ::::A. G -L E :: - P 0 I N T..._ ........... - ' . R w _ - .. . .,...:- -.._.. _.-:..-:.. - - � -.-.-:::1-O::e ,7��1..4......R #.....+O.p- ------- --- --- ------ ::-.............. _.. ::-:------------- ...... ., - . ;: ...... .... .. :: •.................. E N D _R W -N o 0 1 ' 0 TY P E.-. 1..:..... -- ---... . (NO. 9 3040801 4102A1 /5911 1 1 5.072 2200060 _ 0 r - ' •., END Cone BARRIER (TYPE 60D Mod) X___ ANGLE POINT 4®66 Rt REIT 150 10+94°372= 11 462.426 o II 21 26 48 87.571 173.092 w I-.-, IWALL 15.104 RT T LINE 150+92.575 - o Exist TREE - PIP 14 355.4 4005'30" 12.696 25.380 z 0 a Conc BARRIER (TYPE 60D Mod) 20 295.043 1301 6'1 5 34.322 68.337 n_ ::: ;:..: .-. RW, No. 1'. ..(_TYPE 1 )-_ 21 310.201 2043'l 5 7.367 1 4.730 V) � :.I. .' ::«:;: :=. `' : c � ..,1. - /, wo z 0 e c 0 X u) Ln z Q 0 C C) 0 Q0 LL_ oo Q 0 o I.- 0 Z o W o M op I_ o Q u CL T LTJ' - 7) I Q 'j) mss' Q Z / I o O L1 a_ 0-1 i J, o a Q U. U / L _ X Lo N C) W o cn 0�' 104 Beg MBGR RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => peruz I S I N MILLIMETERS I i 1 I i I i I DGN F I LE => 0800000086ea004 . dgn DIST COUNTY I ROUTE KILOMETER POST ISHEEeTI TOTAL TOTAL PROJECT NoSHEETS 8 Riv 1 15 1 4 8.6/49.31 12 1178 X 4/26/11 FESS REGIST ED CIVIL ENGINEER DATE I _ IONq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CAL IFOP VIA OR ITS OF FICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS RL AN SHEET <,d 1 IMOTHY T. ! HAILS z w No. 72109 CD m � _Z7 x .6/30/12 I P R 5 CIVIL gy �4p• T � F OF CALIF RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN LAYOUT CU 08224 SCALE: 1 :500 EA OE4501 ti z Dr -- --D Ln ----DLn M n n o W W I— �__ �_ �__ 00 __j __j a- 0 - z= w L-4 � Q0 (\,j �- Q� __jo %660 _40121 X CQ m W F— C) qW Z W � CD U� U —I (/) W QW = Up U NO. W 0 T LL O F- `r 328.107 W 6000 0 � 360.412 O 580 X--- 97.777 N 22 Q 27025'05" 3.659 cr Q W n" > U X = F--1 I— Cr C) _I 0 Q W ~ W Z Q Cr CQ m W F— C) qW Z W � CD U� U —I (/) W QW = Up U 0 a 0 X 0 Q_ Q 0 0 u 0 O 0 0 0 Z 0 W o 0 o L Q u T Ljj I -I-- m a Z o Vr �- HH / 1 Q Q Q U U / LL X N O w Ir o Q Q a / NOTE® 10 FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE° 20 FOR CURB AND DIKE TRANSITIONS, SEE CONSTRUCTION DETAIL SHEETS. 3e FOR SHOULDER BACKING, SEE TYPICAL CROSS-SECTIONS 1 C1 R R+ R7 7 beg LHINL I ArLK RELATIVE BORDER SCALE 0 20 40 60 80 I USERNAME => peruz IS IN MILLIMETERS I i I i I i I i DGN F I LE => 0800000086ea005 o don L7 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 4806/4903 13 178 4/26/11 RpFESS JQ REGIST ED CIVIL ENGINEER DATE e Nq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHAL L NO T BE RESPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET IMOTHY Tom HAILErn z Lu No, 72109 xp.6/30/1.2 s CIVIL Tq�F of CAL IFO��tiP RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD, STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CURVE DATA NO. W 0 T J O F- 30° 07'29" 328.107 X 6000 0 � 360.412 O 580 X--- 97.777 0- 22 V) 27025'05" 3.659 cr W Y > U O F--1 Cr Z' 0 Q W V) W a 0 a 0 X 0 Q_ Q 0 0 u 0 O 0 0 0 Z 0 W o 0 o L Q u T Ljj I -I-- m a Z o Vr �- HH / 1 Q Q Q U U / LL X N O w Ir o Q Q a / NOTE® 10 FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE° 20 FOR CURB AND DIKE TRANSITIONS, SEE CONSTRUCTION DETAIL SHEETS. 3e FOR SHOULDER BACKING, SEE TYPICAL CROSS-SECTIONS 1 C1 R R+ R7 7 beg LHINL I ArLK RELATIVE BORDER SCALE 0 20 40 60 80 I USERNAME => peruz IS IN MILLIMETERS I i I i I i I i DGN F I LE => 0800000086ea005 o don L7 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 4806/4903 13 178 4/26/11 RpFESS JQ REGIST ED CIVIL ENGINEER DATE e Nq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHAL L NO T BE RESPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET IMOTHY Tom HAILErn z Lu No, 72109 xp.6/30/1.2 s CIVIL Tq�F of CAL IFO��tiP RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD, STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CURVE DATA NO. R 0 T L O 1219.202 30° 07'29" 328.107 641.026 6000 3026"30 It 180.260 360.412 O 580 19°08'17" 97.777 193.733 22 15 27025'05" 3.659 7.178 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN LAYOUT CU 08224 SCALE -0 1:500 EA OE4501 L-5 C) Q w W F_ 00 J J a_ 0- ww 91m w Q0 N a Q J o x R 0 Ld V) Ld Ld I a x O m \M��r.� W Q LLJF- .< Lij aw _j 7Z CD Q W (_)m i. Ld J F_ 0' Ld 0_ Y U 0° F_ Q n ry Q NOTE 1 o FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. 2. FOR CURB AND DIKE TRANSITIONS, SEE CONSTRUCTION DETAIL SHEETS. 3. FOR SHOULDER BACKING, S•EE._ TYPICAL CROSS-SECTIONS CURVE DATA NO. R 0 T L �1 1 21 9.202 30007"2911 328.107 641.026 r6 6000 30 26'30" 180.260 360.41 2 580 19°08'17" 97.777 193.733 �8 914.402 3014'52" 25.924 51.834 12 1219.202 20°45'02" 223.222 441.553 DISTI COUNTY Itrans � m ROUTEI TOTAL O OME ER PROJEOCT ISHN ETo. I SHETAL ETS 15 1 48-.6/49.31 14 1178 4/26/11 CIVIL ENGINEER DATE o QRaFlss1o/v9` I'll T. ® / HAILS z April 28, 2011 0 m PLANS APPROVAL DATE � No. 72109 z Xp- 6/30/12 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHAL L NOT BE RESPONSIBL E FOR CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED ATF aF CALIFfl��l COPIES OF THIS PLAN SHEET 0 RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. 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'. ------------ - ........ +- -.>-�: ............................ ! . . ......................... : ....... � ... - ..... --' . : I . ; ; - : . : : : : : T-- : : : : ; : : : : : a ; : .- --- � ------ : .................... : . . : : : : : : : : : w ; : m : : : : : : : : : : � ... -_- --- � --- -- ---------- ; ............ : ............ . . . - - : : : : : : : . . : : � � � ........ � ... : .............. ; ; : : : : : .' : : ; : : : : : : : : a ; : : . . � --------------------- � .... �---'-- --- - ... -; . : : : : : : . . . : : : : : : ; : . : : : : : : : - : ; ; : . . : : ............ : ............ .......... .................. : .......... . - ........ ----- : : : : : : : : : : : : : : : : ... I .. ... ............ : : : � ... - . -- : ! a : : ! ; . ------- : ............ : ------------ : : : : : : .: . : : : : : w : : . : ; m : : : : : : : : . � : : : : : : : ; : . : : . ; i : ; : . ......... : ....... � ................. I ............ 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RBF CONSULTING COUNTY OF RIVERSIDE + Ln 3300 E. GUASTI RDS TE 100 4080 LEMON STREET ------------------------------------------------------- ---------------- ----------------- --- ------------------ ...... --------------- ....... ... ... ........... ............ ............ ............ ....... - ------------ ............ ............ ............ ............ .......... --------------- ------- -------- ............. ....... 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RBF CONSULTING COUNTY OF RIVERSIDE + Ln 3300 E. GUASTI RDS TE 100 4080 LEMON STREET ------------------------------------------------------- ---------------- ----------------- --- ------------------ ...... --------------- ....... ... ... ........... ............ ............ ............ ....... - ------------ ............ ............ ............ ............ .......... --------------- ------- -------- ............. ....... 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GUASTI RDSTE 100 4080 LEMON STREET ------------ .......... ........... .................... ......................................... .............................. ..........i ------ ------------------------------ --- -------- --- ----- ------------------------------- --- --- ........... .. ......... ............ ........................... ............. ---- --- --- ------------ ............ ............ ------------------------- --------------- ------------ . ------------- ------------ ------------ ............................................. ........ .. ....................................... ... ... ---------- ---- ... ..................... --- --- ONTARIO, CA 91761 RIVERSIDE, CA 92501 --- -- - --- --------------- ........... ------------ ............ ........................... ........................................ ......................... 2% 4% 6% 356 354 352 350 206-477 lcm 4.1. x C) LLJ co m Ld LLJ rlr (f) Ld F— Lli < n� r"l Ld x F- 0 ri ................................ ------ ............ ............ ------------- I ------------- ------- ........ ............ ............ ........ ........ -1 ....... ............. ............. ......... -------- ............ ............ ................................................................................................. ------------ ------------ ............................ ........................................ ------------ ------------ ---------------------------------------- ---------------------------------------------------- ............ ---------------------------------------------- * -------------------------------------------------- I ............ KILOMETER POST SHEET TOTAL D ISTI COUNTY ROUTE TOTAL PROJECT No. SHEETS ............ ............ ............ ............. .............................. .......... ........... ...... ............ ........................... ............ .......................... ............ ............ ............ ......... ...... .......... .......... ............ ------- ......... ........................ ....... ............ ............ .......................... .................... .......................... ...... ............ ............ ......... .. -------- -------- --- ----- ............. ........................................ ......... ........... ............................. ....... ............ ............ 8� Riv 15 48.6/49.3 20 h78 rTl m z 0 q m m m r r q a a --- ------------ -------------he .---------------------------- .......... ............ ............ ............ .......--'-2.7.0- .... ......... ............ ............ ...... ............ ...................................... ............ .......... ----------------- ------ ..................... ---------------------------- --------------------------------------- ............ ............ ....... ................. ........... r ............ ............ ............ ......... ......... ........... --------------------------- ............. ............ ............ ............ .................... ------------------------- ---- -------- ------------------------- 'R: ............ 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ONTARIO, CA 91761 RIVERSIDE, CA 92501 +4% wmf Z W F- L) LTJ 0 w 0- a 10, W -O N 20m I LJ —6% 358 356 354 352 350 Station [Exc 3 -- m Emb Emb RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I I I I I I I I I DGN FILE => 4256fbOO6.dgn CU 08224 EA OE4501 +4% +2% 0% —2% —4% —6% 358 356 354 352 350 • 0 Ln x x x x W --KILOMETER POST JSHEET� TOTAL DI ST COUNTY COU Y ROUTE :m TOTAL PROJECT SHEETS HEFTS IL: • �z m m z co �--� . F- �... �... OR AGENTS SHALL NOT BE RESPONSIBLE FOR qT E E SS OF SCANNED COFATHIS �--� : ..:.. ..:.. .... ... . .. ..>.. ...... ........ 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V +40 +60 +80 147+00 +20 +40 +60 +80 148+00 +20 +40 +60 +80 149+00 +20 +40 +60 +80 150+00 0 8 7 40 147 105 RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I I I I I I I 2 23 22 91 88 90 USERNAME => JHOFERT DGN FILE = > 4256f bOO8. dqn 7 21 30 109 179 280 CU 08224 1 EA OE4501 +6% +47. +2% 0% -2% -4% -6% -8% 352 350 346 O Ln 0 +6 TOTAL HEETS 178 + 6/30/12 : ---- --. X. : : OR AGENTS SH,9L L NOT BE RESPONSIBLE FOR sTgT � I V �. CIVIL .............................................. ......<....................... ........ ........ -.... .. ... ........ ....... ...... ........ ...... ...... ........ ........ ... ...._....... ........ ........ <... O;: .COPfZ : .......... ........:............... ............ ............ ..... .............:............:...................... ........ .......................... ........ --- ...... ........ ........................... ...... ........ ......................... ........ ........ ........................... ...... ---- ... ............ ....-- ............. ............................ .....................................: . RIVERSIDERBF CONSULTING COUNTY OF Eo GUASTI RD STE 100 4080 LEMON STREET 3300 , -. ... ................................ ... ..... ........................... ........ ........ ..... ........ ...... _ ........ ....... ....... ...... ONTARIO, 91761 RIVERSIDE, CA 92501 x 0 m Ld �-o aw J Z J V) <c w vo z w F- L) U w 0 w a o LL- C> ica 0 1--- 6 W L ME CV -CL W o L > .. 0 W U W U U F - Q n ry a 0% 354 352 350 `e s 346 Station Exc fi13 Emb RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I USERNAME => JHOFERT �CU 08224 EA OE4501 DGN FILE=>4256fb009odon +2% 0% -2% -4% -6% =8% 354 352 350 346 0 N • f O n � m m W W 00 J J W W LJ H c z oF�9 N >. Lu 20� r 683 e x = o 0 a o z a x x 0 m Ld �-o aw J Z J V) <c w vo z w F- L) U w 0 w a o LL- C> ica 0 1--- 6 W L ME CV -CL W o L > .. 0 W U W U U F - Q n ry a 0% 354 352 350 `e s 346 Station Exc fi13 Emb RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I USERNAME => JHOFERT �CU 08224 EA OE4501 DGN FILE=>4256fb009odon +2% 0% -2% -4% -6% =8% 354 352 350 346 0 N • f O n � m m W W 00 J J W W LJ H c z oF�9 N >. Lu 20� r 683 X "ITT4" LINE 9.6 Lt +72.735 ECR END CURB (TYPE Al -200) 354.882 FS "ITT" LINE 13.2 Lt +75.81 BCR 355.71 FS "ITT5" LINE 13.241 Lt +1+94.344 ANGLE POINT END CURB (TYPE A2-200) Beg CURB (TYPE Al -200) (355.956 FL) u� etric A DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 4806/4903 24 178 X+' § _d_ 4/26/11 ?,OF E S S 10 /v REGISTLOFKE'D CIVIL ENGINEER DATE 4 ADril 28. 2011 Imo HY T. HAILE CD w 791 r)Q rri No PLANS APPROVAL DATE cr THE 5 STATE OF CAL IFORNIA OR ITS OFFICERS Xp. 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL THE ACCURACY OR COMPLETENESS OF SCAN/VZ-9 OF CAL COPIES OF THIS PL ,4N 51l1Z_Z_T. RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET T4" LINE +50.83`2 ONTARIO, CA 91761 RIVERSIDE, CA 92501 uj 8 CURVE DATA "ITT5" LINE 14.021 Lt +13 S "ITT4" LINE T L W N 0 R A _ ANGLE POINT 4.8 Rt +52.335 BCR -200) Beg eHRB (TYPE A2 2ee) 25 Beg \�o CURB (T -Y P E A2 23 1 105028/18" 1.314 1.841 R, 3 MAT61 Exi5+ TYPE A 6 eU .54.314... FL (SEE 6omst DETAILS+ C) \19 24 25 61°33'5211 14.893 26.863 Q0 (356.936 FL) 354.313 FL .. o • A/4 ........... 25 20 90° 46'2511 20.272 31.686 - --- ---------- ............................... ............... 'ITT" LINE 12.300 L*t +11.5,16 ECR ---- ....... A/2 ------------ -------------------------- 1 89001 '54" 0.983 1.554 354.272.' FL ----- --- --- ------------ --- ----- ----------------- --------------- ------------ ----- 0 . .............. .......................... ------------ ------------------ 98.8 23 13 08 20.298 40.038 ....... ------ 26------ .......... ....... A ......... A ..... L:�� - ------------------------------- - --- ----- ....... ...... ----------- ----------- ----- ------- ------------------- ------------------------------------------ ------------ -------------- ''ITT" LINE ------ 12.3 Lt +45.833 MATCH Exist PAVEMENT ...... .............. - ----------- ----------------- -200) END CURB -TYPE A2 352.934 FL V LEGEND: PAVEMENT REMOVAL ITT5 LINE Ff 11ITT5" LINE 15.85 Rt +13 ANGLE POINT Beg CURB (TYPE A2-200) MATCH Exist TYPE A-6 CURB (SEE Const DETAILS) ------------- (356.--8-99---F-L--)_-- -.......... ---------------- -------------- __ ----------------------- --- ---------------------------- 11ITT5" LINE 17.679 Rt +13 ANGLE POINT "ITT'' LINE 17.4 Rt +69.391 ANGLE POINT ''ITT" LINE 19.348 Rt +91 .187 ANGLE POINT 11ITT3" LINE 8.802 Lt +70.601 C CURB RAMP (CASE A) 354.724 FL 11ITT311�/L_INE 7.861 L ANGLE POINT 11ITT3" LINE 7.8 L t: \6 0. 4 0.7. ANGLE POINT - ------------ 11ITT3" LINE 6 Lt +60.40.7 0.7 R END CURB (TYPE A2-200) 354.471 FL 11ITT3" LINE 7 Lt +55.23 END AC DIKE (TYPE A) WITH SIDE GUTTER RELATIVE BORDER SCALE IS IN MILLIMETERS l_.5.__._SIDEWALK I ----------------- :NOTE: 11ITT3" LINE 5.226., Rt +65.95 1. 'SEE STANDARD PLANS A88A AND A88B FOR CURB RAMPS CURB RAMP (CASE ---F) 2...,.- `DETECT.ABLE WARNING SURFACE SHALL BE CAST -IN-PLACE -54.123 FL 11ITT3" LINE 7.375 Rt +62.38_2.-.- -- ANGLE POINT _"I -TT 311 LINE 4.869 Rt +63.738 354.1 01- FL QF3 _(DI �F-4, 50 4 I T T 3 LINE 4.26-8 .Rt +60 No' -31 - 13 Beg CURB (TYPE A2-20-0) vq P -k .21_ MAW - 354.107 FL _Apnln� ---------- 13" lr ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN INDIAN TRUCK TRAIL/SB RAMPS INTERSECTION CONSTRUCTION DETAILS 0 20 40 60 80 USERNAME => peruz DGN FILE = > 0800000086gcOO 1 . dgn CU 08224 SCALE :1:200 EA OE4501 C-1 ti Ld < Ld F_ Cr Ld V) n X 0) w 7o w > u X 0 �--1 0 u Z LL - < 00o 0 V) 0 w 0 0 o LLI "ITT4" LINE 9.6 Lt +72.735 ECR END CURB (TYPE Al -200) 354.882 FS "ITT" LINE 13.2 Lt +75.81 BCR 355.71 FS "ITT5" LINE 13.241 Lt +1+94.344 ANGLE POINT END CURB (TYPE A2-200) Beg CURB (TYPE Al -200) (355.956 FL) u� etric A DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 4806/4903 24 178 X+' § _d_ 4/26/11 ?,OF E S S 10 /v REGISTLOFKE'D CIVIL ENGINEER DATE 4 ADril 28. 2011 Imo HY T. HAILE CD w 791 r)Q rri No PLANS APPROVAL DATE cr THE 5 STATE OF CAL IFORNIA OR ITS OFFICERS Xp. 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL THE ACCURACY OR COMPLETENESS OF SCAN/VZ-9 OF CAL COPIES OF THIS PL ,4N 51l1Z_Z_T. RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET T4" LINE +50.83`2 ONTARIO, CA 91761 RIVERSIDE, CA 92501 uj 8 CURVE DATA "ITT5" LINE 14.021 Lt +13 S "ITT4" LINE T L W N 0 R A _ ANGLE POINT 4.8 Rt +52.335 BCR -200) Beg eHRB (TYPE A2 2ee) 25 Beg \�o CURB (T -Y P E A2 23 1 105028/18" 1.314 1.841 R, 3 MAT61 Exi5+ TYPE A 6 eU .54.314... FL (SEE 6omst DETAILS+ C) \19 24 25 61°33'5211 14.893 26.863 Q0 (356.936 FL) 354.313 FL .. o • A/4 ........... 25 20 90° 46'2511 20.272 31.686 - --- ---------- ............................... ............... 'ITT" LINE 12.300 L*t +11.5,16 ECR ---- ....... A/2 ------------ -------------------------- 1 89001 '54" 0.983 1.554 354.272.' FL ----- --- --- ------------ --- ----- ----------------- --------------- ------------ ----- 0 . .............. .......................... ------------ ------------------ 98.8 23 13 08 20.298 40.038 ....... ------ 26------ .......... ....... A ......... A ..... L:�� - ------------------------------- - --- ----- ....... ...... ----------- ----------- ----- ------- ------------------- ------------------------------------------ ------------ -------------- ''ITT" LINE ------ 12.3 Lt +45.833 MATCH Exist PAVEMENT ...... .............. - ----------- ----------------- -200) END CURB -TYPE A2 352.934 FL V LEGEND: PAVEMENT REMOVAL ITT5 LINE Ff 11ITT5" LINE 15.85 Rt +13 ANGLE POINT Beg CURB (TYPE A2-200) MATCH Exist TYPE A-6 CURB (SEE Const DETAILS) ------------- (356.--8-99---F-L--)_-- -.......... ---------------- -------------- __ ----------------------- --- ---------------------------- 11ITT5" LINE 17.679 Rt +13 ANGLE POINT "ITT'' LINE 17.4 Rt +69.391 ANGLE POINT ''ITT" LINE 19.348 Rt +91 .187 ANGLE POINT 11ITT3" LINE 8.802 Lt +70.601 C CURB RAMP (CASE A) 354.724 FL 11ITT311�/L_INE 7.861 L ANGLE POINT 11ITT3" LINE 7.8 L t: \6 0. 4 0.7. ANGLE POINT - ------------ 11ITT3" LINE 6 Lt +60.40.7 0.7 R END CURB (TYPE A2-200) 354.471 FL 11ITT3" LINE 7 Lt +55.23 END AC DIKE (TYPE A) WITH SIDE GUTTER RELATIVE BORDER SCALE IS IN MILLIMETERS l_.5.__._SIDEWALK I ----------------- :NOTE: 11ITT3" LINE 5.226., Rt +65.95 1. 'SEE STANDARD PLANS A88A AND A88B FOR CURB RAMPS CURB RAMP (CASE ---F) 2...,.- `DETECT.ABLE WARNING SURFACE SHALL BE CAST -IN-PLACE -54.123 FL 11ITT3" LINE 7.375 Rt +62.38_2.-.- -- ANGLE POINT _"I -TT 311 LINE 4.869 Rt +63.738 354.1 01- FL QF3 _(DI �F-4, 50 4 I T T 3 LINE 4.26-8 .Rt +60 No' -31 - 13 Beg CURB (TYPE A2-20-0) vq P -k .21_ MAW - 354.107 FL _Apnln� ---------- 13" lr ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN INDIAN TRUCK TRAIL/SB RAMPS INTERSECTION CONSTRUCTION DETAILS 0 20 40 60 80 USERNAME => peruz DGN FILE = > 0800000086gcOO 1 . dgn CU 08224 SCALE :1:200 EA OE4501 C-1 ti Ld F_ Cr Ld V) n X 0) w 7o w > u 0 �--1 0 u Z LL - 00o 0 V) 0 w 0 0 "ITT4" LINE 9.6 Lt +72.735 ECR END CURB (TYPE Al -200) 354.882 FS "ITT" LINE 13.2 Lt +75.81 BCR 355.71 FS "ITT5" LINE 13.241 Lt +1+94.344 ANGLE POINT END CURB (TYPE A2-200) Beg CURB (TYPE Al -200) (355.956 FL) u� etric A DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 4806/4903 24 178 X+' § _d_ 4/26/11 ?,OF E S S 10 /v REGISTLOFKE'D CIVIL ENGINEER DATE 4 ADril 28. 2011 Imo HY T. HAILE CD w 791 r)Q rri No PLANS APPROVAL DATE cr THE 5 STATE OF CAL IFORNIA OR ITS OFFICERS Xp. 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL THE ACCURACY OR COMPLETENESS OF SCAN/VZ-9 OF CAL COPIES OF THIS PL ,4N 51l1Z_Z_T. RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET T4" LINE +50.83`2 ONTARIO, CA 91761 RIVERSIDE, CA 92501 uj 8 CURVE DATA "ITT5" LINE 14.021 Lt +13 S "ITT4" LINE T L W N 0 R A _ ANGLE POINT 4.8 Rt +52.335 BCR -200) Beg eHRB (TYPE A2 2ee) 25 Beg \�o CURB (T -Y P E A2 23 1 105028/18" 1.314 1.841 R, 3 MAT61 Exi5+ TYPE A 6 eU .54.314... FL (SEE 6omst DETAILS+ C) \19 24 25 61°33'5211 14.893 26.863 Q0 (356.936 FL) 354.313 FL .. o • A/4 ........... 25 20 90° 46'2511 20.272 31.686 - --- ---------- ............................... ............... 'ITT" LINE 12.300 L*t +11.5,16 ECR ---- ....... A/2 ------------ -------------------------- 1 89001 '54" 0.983 1.554 354.272.' FL ----- --- --- ------------ --- ----- ----------------- --------------- ------------ ----- 0 . .............. .......................... ------------ ------------------ 98.8 23 13 08 20.298 40.038 ....... ------ 26------ .......... ....... A ......... A ..... L:�� - ------------------------------- - --- ----- ....... ...... ----------- ----------- ----- ------- ------------------- ------------------------------------------ ------------ -------------- ''ITT" LINE ------ 12.3 Lt +45.833 MATCH Exist PAVEMENT ...... .............. - ----------- ----------------- -200) END CURB -TYPE A2 352.934 FL V LEGEND: PAVEMENT REMOVAL ITT5 LINE Ff 11ITT5" LINE 15.85 Rt +13 ANGLE POINT Beg CURB (TYPE A2-200) MATCH Exist TYPE A-6 CURB (SEE Const DETAILS) ------------- (356.--8-99---F-L--)_-- -.......... ---------------- -------------- __ ----------------------- --- ---------------------------- 11ITT5" LINE 17.679 Rt +13 ANGLE POINT "ITT'' LINE 17.4 Rt +69.391 ANGLE POINT ''ITT" LINE 19.348 Rt +91 .187 ANGLE POINT 11ITT3" LINE 8.802 Lt +70.601 C CURB RAMP (CASE A) 354.724 FL 11ITT311�/L_INE 7.861 L ANGLE POINT 11ITT3" LINE 7.8 L t: \6 0. 4 0.7. ANGLE POINT - ------------ 11ITT3" LINE 6 Lt +60.40.7 0.7 R END CURB (TYPE A2-200) 354.471 FL 11ITT3" LINE 7 Lt +55.23 END AC DIKE (TYPE A) WITH SIDE GUTTER RELATIVE BORDER SCALE IS IN MILLIMETERS l_.5.__._SIDEWALK I ----------------- :NOTE: 11ITT3" LINE 5.226., Rt +65.95 1. 'SEE STANDARD PLANS A88A AND A88B FOR CURB RAMPS CURB RAMP (CASE ---F) 2...,.- `DETECT.ABLE WARNING SURFACE SHALL BE CAST -IN-PLACE -54.123 FL 11ITT3" LINE 7.375 Rt +62.38_2.-.- -- ANGLE POINT _"I -TT 311 LINE 4.869 Rt +63.738 354.1 01- FL QF3 _(DI �F-4, 50 4 I T T 3 LINE 4.26-8 .Rt +60 No' -31 - 13 Beg CURB (TYPE A2-20-0) vq P -k .21_ MAW - 354.107 FL _Apnln� ---------- 13" lr ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN INDIAN TRUCK TRAIL/SB RAMPS INTERSECTION CONSTRUCTION DETAILS 0 20 40 60 80 USERNAME => peruz DGN FILE = > 0800000086gcOO 1 . dgn CU 08224 SCALE :1:200 EA OE4501 C-1 ti F_ X 0) 7o 0 u LL - 00o 0 0 0 0 o LLI 0 op 0 �l L 4- T, U) 1-4 0 C> LL_ 0- < u X Ln c\j C) oa "ITT4" LINE 9.6 Lt +72.735 ECR END CURB (TYPE Al -200) 354.882 FS "ITT" LINE 13.2 Lt +75.81 BCR 355.71 FS "ITT5" LINE 13.241 Lt +1+94.344 ANGLE POINT END CURB (TYPE A2-200) Beg CURB (TYPE Al -200) (355.956 FL) u� etric A DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 4806/4903 24 178 X+' § _d_ 4/26/11 ?,OF E S S 10 /v REGISTLOFKE'D CIVIL ENGINEER DATE 4 ADril 28. 2011 Imo HY T. HAILE CD w 791 r)Q rri No PLANS APPROVAL DATE cr THE 5 STATE OF CAL IFORNIA OR ITS OFFICERS Xp. 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL THE ACCURACY OR COMPLETENESS OF SCAN/VZ-9 OF CAL COPIES OF THIS PL ,4N 51l1Z_Z_T. RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET T4" LINE +50.83`2 ONTARIO, CA 91761 RIVERSIDE, CA 92501 uj 8 CURVE DATA "ITT5" LINE 14.021 Lt +13 S "ITT4" LINE T L W N 0 R A _ ANGLE POINT 4.8 Rt +52.335 BCR -200) Beg eHRB (TYPE A2 2ee) 25 Beg \�o CURB (T -Y P E A2 23 1 105028/18" 1.314 1.841 R, 3 MAT61 Exi5+ TYPE A 6 eU .54.314... FL (SEE 6omst DETAILS+ C) \19 24 25 61°33'5211 14.893 26.863 Q0 (356.936 FL) 354.313 FL .. o • A/4 ........... 25 20 90° 46'2511 20.272 31.686 - --- ---------- ............................... ............... 'ITT" LINE 12.300 L*t +11.5,16 ECR ---- ....... A/2 ------------ -------------------------- 1 89001 '54" 0.983 1.554 354.272.' FL ----- --- --- ------------ --- ----- ----------------- --------------- ------------ ----- 0 . .............. .......................... ------------ ------------------ 98.8 23 13 08 20.298 40.038 ....... ------ 26------ .......... ....... A ......... A ..... L:�� - ------------------------------- - --- ----- ....... ...... ----------- ----------- ----- ------- ------------------- ------------------------------------------ ------------ -------------- ''ITT" LINE ------ 12.3 Lt +45.833 MATCH Exist PAVEMENT ...... .............. - ----------- ----------------- -200) END CURB -TYPE A2 352.934 FL V LEGEND: PAVEMENT REMOVAL ITT5 LINE Ff 11ITT5" LINE 15.85 Rt +13 ANGLE POINT Beg CURB (TYPE A2-200) MATCH Exist TYPE A-6 CURB (SEE Const DETAILS) ------------- (356.--8-99---F-L--)_-- -.......... ---------------- -------------- __ ----------------------- --- ---------------------------- 11ITT5" LINE 17.679 Rt +13 ANGLE POINT "ITT'' LINE 17.4 Rt +69.391 ANGLE POINT ''ITT" LINE 19.348 Rt +91 .187 ANGLE POINT 11ITT3" LINE 8.802 Lt +70.601 C CURB RAMP (CASE A) 354.724 FL 11ITT311�/L_INE 7.861 L ANGLE POINT 11ITT3" LINE 7.8 L t: \6 0. 4 0.7. ANGLE POINT - ------------ 11ITT3" LINE 6 Lt +60.40.7 0.7 R END CURB (TYPE A2-200) 354.471 FL 11ITT3" LINE 7 Lt +55.23 END AC DIKE (TYPE A) WITH SIDE GUTTER RELATIVE BORDER SCALE IS IN MILLIMETERS l_.5.__._SIDEWALK I ----------------- :NOTE: 11ITT3" LINE 5.226., Rt +65.95 1. 'SEE STANDARD PLANS A88A AND A88B FOR CURB RAMPS CURB RAMP (CASE ---F) 2...,.- `DETECT.ABLE WARNING SURFACE SHALL BE CAST -IN-PLACE -54.123 FL 11ITT3" LINE 7.375 Rt +62.38_2.-.- -- ANGLE POINT _"I -TT 311 LINE 4.869 Rt +63.738 354.1 01- FL QF3 _(DI �F-4, 50 4 I T T 3 LINE 4.26-8 .Rt +60 No' -31 - 13 Beg CURB (TYPE A2-20-0) vq P -k .21_ MAW - 354.107 FL _Apnln� ---------- 13" lr ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN INDIAN TRUCK TRAIL/SB RAMPS INTERSECTION CONSTRUCTION DETAILS 0 20 40 60 80 USERNAME => peruz DGN FILE = > 0800000086gcOO 1 . dgn CU 08224 SCALE :1:200 EA OE4501 C-1 ti x V) m 0 W Lu Of w <t o' o nm m w �--o aw o _jZ Ld CD Y �V) W Q LTJ _ Up U NO. LL A T LL 28 F - 87051 '06" 14.448 w F- 1 c� J 1.504 J 5 x--- 6.726 N 31 Q F - 19.204 31.576 32 16 W 13.358 22.261 y U x = o D' 0 J 0 a n W z a a ry nm m w �--o aw o _jZ Ld CD Y �V) W Q LTJ _ Up U wo "ITT1 " LINE 1.2 Lt +40.052 ECR END CURB ( TYPE B2-100) 350.643 FL 350.706 FL "ITT" LINE 12.3 Lt +77.674 350.826 FL "ITT" LINE 17.4 Rt +79.492 ANGLE POINT "ITT" LINE 15.9 Rt +85.657 BCR 350.652 FL 350.62 FL "ITT2" LINE 4.8 Lt +82.923 ECR 350.592 FL "ITT2" LINE 4.8 Lt +81.444 C CURB RAMP (CASE F) 350.571 FL "ITT2" LINE 8.596 Lt +78.894 ANGLE POINT "ITT2" LINE 4.800 Lt +74 END CURB (TYPE A2-200) 350.518 FL "ITT2" LINE +84-197 "ITT2" LINE 5.8 Lt +62.272 END CURB ( TYPE DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL � TOTAL PROJECT No. SHEETS g "T" LINE 6.924 Lt +05.64 ECR . FND CURB i X X n >- I) m in W w ry w F- Ld <t o z 0 Q ac x cn cre c H �LL- o 6, W ME LnN •ce - cL w o 0 a Qcmz LL o t..) U Ld- X Ln 0 N a W d o Q Q o HMA DIKE (TYPE A) STATION CALLOUT PER LAYOUT PLANS HMA DIKE (TYPE D) O� � 0 HMA DIKE (TYPE D ES�` ES HMA DIKE TRANSITION HMA DIKE (TYPE A) WITH SIDE GUTTER TO HMA DIKE (TYPE D) HMA DIKE (TYPE D) STATION CALLOUT PER LAYOUT PLANS HMA DIKE (TYPE D) / / ES E S HMA DIKE TRANSITION HMA DIKE (TYPE D) WITH SIDE GUTTER TO HMA DIKE (TYPE D) STATION CALL PER LAYOUT PL CURB (TYPE A2 -20C I IkJ A n T I/ r- f Tvnr n l CURB TO DIKE TRANSITION / ES CURB TO DIKE TRANSITION CURB (TYPE 82-150 Mod) TO HMA DIKE (TYPE D) WITH SIDE MUTTER CURB TYPE (A2-200) / I / ES I I Conc I ' ' O SAWCUT Exist CURB ( TYPE A-6) CURB (TYPE A2-200) TO HMA DIKE (TYPE D) e / / l / f /t'----- ---- STATION CALLOUT PER LAYOUT PLANS ' ES CURB TRANSITION Exist TYPE A-5 CURB TO CURB (TYPE A2-200) G� F LC, E S 180 mm HMA ( TYPE A 300 mm AB CLASS 2 480 mm AS CLASS 2 - Ex i st ETW -'- . SAWCUT ES- - RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I- I DGN F I LE => 4256go003 e dgn etric Ilk .152 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 48.6/49.3 26 1 7 8 as 4/26/11 �pFESSIO RE R D DIVIL ENGINEER DATE �o Q Nq1( IMOTHY HAILE - Apr i I 28, 2011 m PLANS APPROVAL DATE No. 72109 � � THE STATE OF CALIFORNIA OR ITS OFFICERS xp, 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR .rT CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qrF OF CAL 1F COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ROADBED WIDTH TO THIS POINT 0.0381 SURFACING 0.6096 _1 R 0.0095 R 0.0254 0.1524 CURB FACE 2% 0.0381 R 0.01 91 0.0953 Q P . LO P P L LINE 0.0508 P 0.8001 TYPE A-6 CURB COUNTY OF RIVERSIDE STD No. 200 1.23 R-0.015 ro O R=0.025 0.050 or Var R=0°01 5 CURB (TYPE 82-150 Mod) HMA DIKE (TYPE D) ES / STATION CALLOUT PER LAYOUT PLANS HMA ES DIKE TERMINUS TRANSITION HMA DIKE (TYPE D) ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CONSTRUCTION DETAILS NO SCALE C-3 CU 08224 EA OE4501 0 `-106-666 Ld 11 Ld Q J F-4 J IV a �- _ F- 0 Of = o x--- N o J a a �m W m Q Lu 0 JZ L D U 1--1 (-) (/) Ld aw (-) o U z 0 Q ac x cn cre c H �LL- o 6, W ME LnN •ce - cL w o 0 a Qcmz LL o t..) U Ld- X Ln 0 N a W d o Q Q o HMA DIKE (TYPE A) STATION CALLOUT PER LAYOUT PLANS HMA DIKE (TYPE D) O� � 0 HMA DIKE (TYPE D ES�` ES HMA DIKE TRANSITION HMA DIKE (TYPE A) WITH SIDE GUTTER TO HMA DIKE (TYPE D) HMA DIKE (TYPE D) STATION CALLOUT PER LAYOUT PLANS HMA DIKE (TYPE D) / / ES E S HMA DIKE TRANSITION HMA DIKE (TYPE D) WITH SIDE GUTTER TO HMA DIKE (TYPE D) STATION CALL PER LAYOUT PL CURB (TYPE A2 -20C I IkJ A n T I/ r- f Tvnr n l CURB TO DIKE TRANSITION / ES CURB TO DIKE TRANSITION CURB (TYPE 82-150 Mod) TO HMA DIKE (TYPE D) WITH SIDE MUTTER CURB TYPE (A2-200) / I / ES I I Conc I ' ' O SAWCUT Exist CURB ( TYPE A-6) CURB (TYPE A2-200) TO HMA DIKE (TYPE D) e / / l / f /t'----- ---- STATION CALLOUT PER LAYOUT PLANS ' ES CURB TRANSITION Exist TYPE A-5 CURB TO CURB (TYPE A2-200) G� F LC, E S 180 mm HMA ( TYPE A 300 mm AB CLASS 2 480 mm AS CLASS 2 - Ex i st ETW -'- . SAWCUT ES- - RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I- I DGN F I LE => 4256go003 e dgn etric Ilk .152 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 48.6/49.3 26 1 7 8 as 4/26/11 �pFESSIO RE R D DIVIL ENGINEER DATE �o Q Nq1( IMOTHY HAILE - Apr i I 28, 2011 m PLANS APPROVAL DATE No. 72109 � � THE STATE OF CALIFORNIA OR ITS OFFICERS xp, 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR .rT CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qrF OF CAL 1F COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ROADBED WIDTH TO THIS POINT 0.0381 SURFACING 0.6096 _1 R 0.0095 R 0.0254 0.1524 CURB FACE 2% 0.0381 R 0.01 91 0.0953 Q P . LO P P L LINE 0.0508 P 0.8001 TYPE A-6 CURB COUNTY OF RIVERSIDE STD No. 200 1.23 R-0.015 ro O R=0.025 0.050 or Var R=0°01 5 CURB (TYPE 82-150 Mod) HMA DIKE (TYPE D) ES / STATION CALLOUT PER LAYOUT PLANS HMA ES DIKE TERMINUS TRANSITION HMA DIKE (TYPE D) ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CONSTRUCTION DETAILS NO SCALE C-3 CU 08224 EA OE4501 0 `-106-666 Ld F F- 0 Of x--- N n Ld v O ry Z F- < r- + n Ld .0 z 0 Q ac x cn cre c H �LL- o 6, W ME LnN •ce - cL w o 0 a Qcmz LL o t..) U Ld- X Ln 0 N a W d o Q Q o HMA DIKE (TYPE A) STATION CALLOUT PER LAYOUT PLANS HMA DIKE (TYPE D) O� � 0 HMA DIKE (TYPE D ES�` ES HMA DIKE TRANSITION HMA DIKE (TYPE A) WITH SIDE GUTTER TO HMA DIKE (TYPE D) HMA DIKE (TYPE D) STATION CALLOUT PER LAYOUT PLANS HMA DIKE (TYPE D) / / ES E S HMA DIKE TRANSITION HMA DIKE (TYPE D) WITH SIDE GUTTER TO HMA DIKE (TYPE D) STATION CALL PER LAYOUT PL CURB (TYPE A2 -20C I IkJ A n T I/ r- f Tvnr n l CURB TO DIKE TRANSITION / ES CURB TO DIKE TRANSITION CURB (TYPE 82-150 Mod) TO HMA DIKE (TYPE D) WITH SIDE MUTTER CURB TYPE (A2-200) / I / ES I I Conc I ' ' O SAWCUT Exist CURB ( TYPE A-6) CURB (TYPE A2-200) TO HMA DIKE (TYPE D) e / / l / f /t'----- ---- STATION CALLOUT PER LAYOUT PLANS ' ES CURB TRANSITION Exist TYPE A-5 CURB TO CURB (TYPE A2-200) G� F LC, E S 180 mm HMA ( TYPE A 300 mm AB CLASS 2 480 mm AS CLASS 2 - Ex i st ETW -'- . SAWCUT ES- - RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I- I DGN F I LE => 4256go003 e dgn etric Ilk .152 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 48.6/49.3 26 1 7 8 as 4/26/11 �pFESSIO RE R D DIVIL ENGINEER DATE �o Q Nq1( IMOTHY HAILE - Apr i I 28, 2011 m PLANS APPROVAL DATE No. 72109 � � THE STATE OF CALIFORNIA OR ITS OFFICERS xp, 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR .rT CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qrF OF CAL 1F COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ROADBED WIDTH TO THIS POINT 0.0381 SURFACING 0.6096 _1 R 0.0095 R 0.0254 0.1524 CURB FACE 2% 0.0381 R 0.01 91 0.0953 Q P . LO P P L LINE 0.0508 P 0.8001 TYPE A-6 CURB COUNTY OF RIVERSIDE STD No. 200 1.23 R-0.015 ro O R=0.025 0.050 or Var R=0°01 5 CURB (TYPE 82-150 Mod) HMA DIKE (TYPE D) ES / STATION CALLOUT PER LAYOUT PLANS HMA ES DIKE TERMINUS TRANSITION HMA DIKE (TYPE D) ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CONSTRUCTION DETAILS NO SCALE C-3 CU 08224 EA OE4501 0 `-106-666 x x w C ►� HMA WIT r c - MAINTENANCE VEHICLE PULLOUT (CASE 1) HMA DIKE (TYPE D) 1A1 T Tu C T nr- n i-r-rrn IN CALLOUT ,YOUT PLANS MAINTENANCE VEHICLE PULLOUT (CASE 2) Conc CURB TYPE Al -200 STATION CALLOUT PER LAYOUT PLANS Conc IEP 1� G ' F N. ' O EPCURB TERMINUS TRANSITION TYPE Al -200 HMA DIKE (TYPE A OR D) STATION CALLOUT PER LAYOUT PLANS etric ilk A FL Conc CURB TYPE A2-200 STATION CALLOUT PER LAYOUT PLANS Conc ' N / / 1 / / ' O 0 LEP CURB TERMINUS TRANSITION TYPE A2-200 .0 )N CALLOUT ►POUT PLANS ES TEM INUS TRANSITION HMA DIKE (TYPE A OR D) WITH SIDE GUTTER STATION CALLOUT PER LAYOUT PLANS cA W cn w N � 00 0 O • . . 00 O (n 0 • N o N o ETW BEFORE LANE DROP OR ADDITION UI cn 3.0 3.0 3.0 3.0 6.0 6.0 3.0 3.0 3.0 3.0 36 36 m BAY TAPER FOR LANE DROPS AND ADDITIONS HMA DIKE (TYPE C) STATION CALLOUT PER LAYOUT PLANS HMA IK T HMA DIKE (TYPE F) TRANSITION RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I ES i STATION CALLOUT PER LAYOUT PLANS Conc CURB TYPE A2-200---\ FL DIST Li - Ld KILOMETER POST TOTAL PROJECT w a _j J N Q F_ z Q 0 of _ o F_ J Q F cr a W of 0m w m F_0 <t w o Jz W 0 Q J (n W aw = U 0 U C ►� HMA WIT r c - MAINTENANCE VEHICLE PULLOUT (CASE 1) HMA DIKE (TYPE D) 1A1 T Tu C T nr- n i-r-rrn IN CALLOUT ,YOUT PLANS MAINTENANCE VEHICLE PULLOUT (CASE 2) Conc CURB TYPE Al -200 STATION CALLOUT PER LAYOUT PLANS Conc IEP 1� G ' F N. ' O EPCURB TERMINUS TRANSITION TYPE Al -200 HMA DIKE (TYPE A OR D) STATION CALLOUT PER LAYOUT PLANS etric ilk A FL Conc CURB TYPE A2-200 STATION CALLOUT PER LAYOUT PLANS Conc ' N / / 1 / / ' O 0 LEP CURB TERMINUS TRANSITION TYPE A2-200 .0 )N CALLOUT ►POUT PLANS ES TEM INUS TRANSITION HMA DIKE (TYPE A OR D) WITH SIDE GUTTER STATION CALLOUT PER LAYOUT PLANS cA W cn w N � 00 0 O • . . 00 O (n 0 • N o N o ETW BEFORE LANE DROP OR ADDITION UI cn 3.0 3.0 3.0 3.0 6.0 6.0 3.0 3.0 3.0 3.0 36 36 m BAY TAPER FOR LANE DROPS AND ADDITIONS HMA DIKE (TYPE C) STATION CALLOUT PER LAYOUT PLANS HMA IK T HMA DIKE (TYPE F) TRANSITION RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I ES i STATION CALLOUT PER LAYOUT PLANS Conc CURB TYPE A2-200---\ FL DIST COUNTY Ld KILOMETER POST TOTAL PROJECT SHEET No'o J 8 R i v 15 4806/4903 z I-- 0 of LLJ x--- cr W U O ry zI- 0 Q 9-4 n w o ry C ►� HMA WIT r c - MAINTENANCE VEHICLE PULLOUT (CASE 1) HMA DIKE (TYPE D) 1A1 T Tu C T nr- n i-r-rrn IN CALLOUT ,YOUT PLANS MAINTENANCE VEHICLE PULLOUT (CASE 2) Conc CURB TYPE Al -200 STATION CALLOUT PER LAYOUT PLANS Conc IEP 1� G ' F N. ' O EPCURB TERMINUS TRANSITION TYPE Al -200 HMA DIKE (TYPE A OR D) STATION CALLOUT PER LAYOUT PLANS etric ilk A FL Conc CURB TYPE A2-200 STATION CALLOUT PER LAYOUT PLANS Conc ' N / / 1 / / ' O 0 LEP CURB TERMINUS TRANSITION TYPE A2-200 .0 )N CALLOUT ►POUT PLANS ES TEM INUS TRANSITION HMA DIKE (TYPE A OR D) WITH SIDE GUTTER STATION CALLOUT PER LAYOUT PLANS cA W cn w N � 00 0 O • . . 00 O (n 0 • N o N o ETW BEFORE LANE DROP OR ADDITION UI cn 3.0 3.0 3.0 3.0 6.0 6.0 3.0 3.0 3.0 3.0 36 36 m BAY TAPER FOR LANE DROPS AND ADDITIONS HMA DIKE (TYPE C) STATION CALLOUT PER LAYOUT PLANS HMA IK T HMA DIKE (TYPE F) TRANSITION RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I ES i STATION CALLOUT PER LAYOUT PLANS Conc CURB TYPE A2-200---\ FL DIST COUNTY ROUTE KILOMETER POST TOTAL PROJECT SHEET No'o TOTAL SHEETS 8 R i v 15 4806/4903 27 1 78 4/26/11 RE R D �pFESS1a CIVIL ENGINEER DATE �o p Nq� IMOTHY T. HAILE April 289 2011 m PLANS APPROVAL DATE N°' 72109 - �� THE STATE OF CALIFORNIA OR ITS OFFICERS -Xp.6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qTF of GgLIFp��� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ---Conc .,% " 1 � TIE -BACK OR RETAINING WALL Conc BARRIER (TYPE 60D MOD) FL CURB TRANSITION RB (TYPE A2-200) TO Conc BARRIER (TYP USERNAME=>JHOFERT DGN FILE=>4256ga004odon WKAA n T V C7 f TVDC r n0 E_ nO A l I I IVI h1 U 1 f\ C k 1 I r C U) DIKE TRANSITION A DIKE (TYPE C OR F OI TO HMA DIKE (TYPE D) ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CONSTRUCTION DETAILS 4 NO SCALE C_4 v a CU 08224 EA OE4501 X X am m w 1---o Qw o Jz w DC U'U J V) W Qw Up U Top of dike ES- SIDE 1.0 TSIDE GUTTER u'11 ffX re I m side gutter SECTION F -F 630 mm Min 230 E ,C C:) 0 N 100 mm Min NOTE Ie Cross section of slope ditch may be SECTION C -C semicircular, vee or trapezoidal. See Note 1 TAD !1C .0 m R 1 1 IRRIGATION CROSSOVERS LOCATION SIDE CONDUIT TYPE O-O� @_@_ (N) WATER LINE (N) SPRINKLER CONTROL 0 rr LINE '� w x--- Lt 300 300 CROSSOVER n it W SIZE (mm) DN SIZE (mm) DN U ITT1 o 174+00 23.3 z 75 50 C7 <C 171+20 �--� 0_ 1002 75 W ITT3 a Top of dike ES- SIDE 1.0 TSIDE GUTTER u'11 ffX re I m side gutter SECTION F -F 630 mm Min 230 E ,C C:) 0 N 100 mm Min NOTE Ie Cross section of slope ditch may be SECTION C -C semicircular, vee or trapezoidal. See Note 1 TAD !1C .0 m R 1 1 No. 5 Pu I I bo Ln FG Cap Long Sweep Ell #3 Reinforcing bar n Thrust Block (Min 0.05 m3 PCC Compacted or Undisturbed Soil Oe3M 1 200mm Mina Bushing 600 mm Type "A" Pavement Marker at EP -- ---- - ----- -- ------------------------- -- --------- -- ------ --------------------- - - - - - c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Condu i t Waterl i ne Crossover E E 0 0 co T e tris Sprinkler Control Crossover add pu wire if no conductors are being installed SECTION DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 4806/4903 28 178 Nil 4/26/11 �pFESS1O RE 1RD CIVIL ENGINEER DATE e Nq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CAL If ORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR C0YIPL ETENESS OF SCANNED COPIES OF THIS PL AN SHEET o < IMOTHY T. HAILE y LJ No, 72109 � XP. 6/30/12 s� CIVIL P qTF OF CAL ZF���� RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 0 N Q �Ln O TRANSITION FROM HMA DIKE (TYPE D) WITH SIDE GUTTER IRRIGATION CROSSOVER ow TO Exist HMA OVERSIDE DRAIN00 ALL DIMENSIONS ARE IN ww METERS UNLESS OTHERWISE SHOWN o � RELATIVE BORDER SCALE IS IN MILLIMETERS 0 20 40 60 80 USERNAME=>JHOFERT i l i I i I i I DGN FILE=>4256ga005odgn CONSTRUCTION CU 08224 NO SCALE DETAILS EA OE4501 C-5 I (V a- 0 IRRIGATION CROSSOVERS LOCATION SIDE CONDUIT TYPE O-O� @_@_ (N) WATER LINE (N) SPRINKLER CONTROL SIZE (mm) DN LINE STATION Rt Lt 300 300 CROSSOVER CROSSOVER SIZE (mm) DN SIZE (mm) DN LENGTH (m) ITT1 174+00 23.3 75 50 ITT2 171+20 1002 75 50 ITT3 172+20 902 75 50 ITT4 175+90 9.2 75 50 ITT 5+45 35.3 75 50 ITT 7+20 44.9 75 50 TOTAL 51.9 80.2 (N) - NOT A SEPARATE PAY ITEM CONDUIT TYPE FOR INFORMATION ONLY (Applicable when circled below and shown DN - DIAMETER NOMINAL , under the CONDUIT TYPE column heading) X - DENOTES REQUIREMENT 1 BITUMINOUS COATED CORRUGATED STEEL PIPE (10626 mm THICK) 2 CORRUGATED STEEL PIPE (10626 mm THICK) �3 CORRUGATED HIGH DENSITY POLYETHYLENE PIPE �4 ALTERNATIVE CONDUIT O WELDED STEEL PIPE CONDUIT (6035 mm THICK) No. 5 Pu I I bo Ln FG Cap Long Sweep Ell #3 Reinforcing bar n Thrust Block (Min 0.05 m3 PCC Compacted or Undisturbed Soil Oe3M 1 200mm Mina Bushing 600 mm Type "A" Pavement Marker at EP -- ---- - ----- -- ------------------------- -- --------- -- ------ --------------------- - - - - - c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Condu i t Waterl i ne Crossover E E 0 0 co T e tris Sprinkler Control Crossover add pu wire if no conductors are being installed SECTION DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 4806/4903 28 178 Nil 4/26/11 �pFESS1O RE 1RD CIVIL ENGINEER DATE e Nq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CAL If ORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR C0YIPL ETENESS OF SCANNED COPIES OF THIS PL AN SHEET o < IMOTHY T. HAILE y LJ No, 72109 � XP. 6/30/12 s� CIVIL P qTF OF CAL ZF���� RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 0 N Q �Ln O TRANSITION FROM HMA DIKE (TYPE D) WITH SIDE GUTTER IRRIGATION CROSSOVER ow TO Exist HMA OVERSIDE DRAIN00 ALL DIMENSIONS ARE IN ww METERS UNLESS OTHERWISE SHOWN o � RELATIVE BORDER SCALE IS IN MILLIMETERS 0 20 40 60 80 USERNAME=>JHOFERT i l i I i I i I DGN FILE=>4256ga005odgn CONSTRUCTION CU 08224 NO SCALE DETAILS EA OE4501 C-5 I (V a- 0 W► v x W Cf) coW F --i 0 W Ld rr V) w F- Ld <t rr 0 11 -1 LL - II F- Lda F- 0 J � Ld x--- N Q F- w n" U x = I- 01-1 0 J c <C H 0- Q F- o n - n- o >- q m m w F -o aw 0 Jz w J (n Ld QW C) Q U ►a FIELD ENGINEER TO DETERMINE FINAL LOCATION OF CONTROL JOINTS SEE TYPICAL SECTIONS FOR ADDITIONAL DETAILS Conc PAVEMENT - END PANEL PAVEMENT Trans SEE Std PLAN P30 1 n CME ni ITTED 11I TT2„ L INF +86.00 END HMA Pvmt SECTION Beg PCC Pvmt SECTION HMA Pvmt, HMA DIKE, OR CURB 13 mm WIDE (Max) ISOLATION JOINT (FOAM OR CORK BOARD) ISOLATION JI,ALL DINT FL ES ETW OG SLOPEQ ROUNDING (Typ) FLd T TER CURB ( TYPE B2-150 Mod) - (SEE Const DETAILS) SECTION A -A J) ,ALL RELATIVE BORDER SCALE IS IN MILLIMETERS 5.694 Lt +84.519 "I TT2"= 15.3 Rt +85®657 "ITT" END PCC SECTION DIMENSION LINE (NOT A JOINT) ISOLATION JOINT CURB RAMP (CASE C) (SEE DETAIL THIS SHEET) ISOLATION JOINT (Typ) (SEE DETAIL THIS SHEET) 0 20 40 60 80 1 1 1 1 I 1 1 1 1 23098 Rt. +84.09 "ITT2"= 1503 Rt. +130757 "ITT" END PCC SECTION USERNAME=>JHOFERT DGN FILE=>4256aa007.dan IDIST COUNTY I ROUTE KILOMETER POST ISHEETI TOTAL TOTAL PROJECT Noe SHEETS 48.6/49.31 30 1178 CIVIL ENGINEER April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCIIRACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET QROFESSIQ1V <v� - 9C IMOTHY T. HAILE Z co m No. 72109 XP. 6/30/12 ST CIVIL P 9TF OF CAL IF���1 RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN NB OFF RAMP PCC CONTROL JOINT CONSTRUCTION DETAILS SCALE: 1:200 C CU 08224 I EA OE4501 0 LV Ln 00 �o 00 ww O 0 .l J Q� o z 0 Ld cr N. � 1 aQ J O W J F- F- 0 Ld x--- n w U o 01-1 z F- c a 0- w o ►a FIELD ENGINEER TO DETERMINE FINAL LOCATION OF CONTROL JOINTS SEE TYPICAL SECTIONS FOR ADDITIONAL DETAILS Conc PAVEMENT - END PANEL PAVEMENT Trans SEE Std PLAN P30 1 n CME ni ITTED 11I TT2„ L INF +86.00 END HMA Pvmt SECTION Beg PCC Pvmt SECTION HMA Pvmt, HMA DIKE, OR CURB 13 mm WIDE (Max) ISOLATION JOINT (FOAM OR CORK BOARD) ISOLATION JI,ALL DINT FL ES ETW OG SLOPEQ ROUNDING (Typ) FLd T TER CURB ( TYPE B2-150 Mod) - (SEE Const DETAILS) SECTION A -A J) ,ALL RELATIVE BORDER SCALE IS IN MILLIMETERS 5.694 Lt +84.519 "I TT2"= 15.3 Rt +85®657 "ITT" END PCC SECTION DIMENSION LINE (NOT A JOINT) ISOLATION JOINT CURB RAMP (CASE C) (SEE DETAIL THIS SHEET) ISOLATION JOINT (Typ) (SEE DETAIL THIS SHEET) 0 20 40 60 80 1 1 1 1 I 1 1 1 1 23098 Rt. +84.09 "ITT2"= 1503 Rt. +130757 "ITT" END PCC SECTION USERNAME=>JHOFERT DGN FILE=>4256aa007.dan IDIST COUNTY I ROUTE KILOMETER POST ISHEETI TOTAL TOTAL PROJECT Noe SHEETS 48.6/49.31 30 1178 CIVIL ENGINEER April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCIIRACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET QROFESSIQ1V <v� - 9C IMOTHY T. HAILE Z co m No. 72109 XP. 6/30/12 ST CIVIL P 9TF OF CAL IF���1 RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN NB OFF RAMP PCC CONTROL JOINT CONSTRUCTION DETAILS SCALE: 1:200 C CU 08224 I EA OE4501 0 LV Ln 00 �o 00 ww O 0 .l J Q� o z 0 Ld cr N. � 1 aQ J O x IR (n 07 0' W Lu 0' uo -, w > I— III a Of o LSI Q NOTE: 1.FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OOFFFICE. EDGE OF PAYMENT EDGE OF PAYMENT 0 Lo FINISHED GRADE CONCRETE PAVER 60 mm MIN THICKNESS SHOULDER E 0 E 0 o0 0 0 0'0 0 0 o0 oo Q o o C o. o 0 0 o 0 0 0 0 0 00 0 o •oO 00 o 0 o o o O ., n®nmh otilb INTERLOCKING CONCRETE PAVERS TYPICAL APPLICATION AT GORE AREA WITH INTERLOCKING CONCRETE PAVERS 25-40 mm BEDDING SAND CLASS II AB COMPACTED OR STABILIZED SUBGRADE FINISHED GRADE CONCRETE PAVER 60 mm MIN THICKNESS n CURB], _17, n- :VL E --. 000 o -0 ... o' 0 0 0 o0 o E oo Q o o c E o• o: 0 0 0 o 0 0 0' 00 o a 0 0 oOC o°o 0 .o o oo 0 O o .0 oo. 00o00 0 o no o0 25-40 mm BEDDING SAND CLASS II AB E E o o z Lu LL_ Lu a J' J N Q 32mm MAXIMUM SEPARATION BETWEEN 2 1— EXPOSED ROCK SURFACES AFTER H MORTAR IS APPLIED cr w x--- O oC' � G Q x 0) z 25mm MINIMUM 40mm MAXIMUM z CD -< om o Lu co 1_o � a L 25mm x 150mm WOOD HEADER __jz w c� "s, U U cn Ld Q L U U NOTE: 1.FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OOFFFICE. EDGE OF PAYMENT EDGE OF PAYMENT 0 Lo FINISHED GRADE CONCRETE PAVER 60 mm MIN THICKNESS SHOULDER E 0 E 0 o0 0 0 0'0 0 0 o0 oo Q o o C o. o 0 0 o 0 0 0 0 0 00 0 o •oO 00 o 0 o o o O ., n®nmh otilb INTERLOCKING CONCRETE PAVERS TYPICAL APPLICATION AT GORE AREA WITH INTERLOCKING CONCRETE PAVERS 25-40 mm BEDDING SAND CLASS II AB COMPACTED OR STABILIZED SUBGRADE FINISHED GRADE CONCRETE PAVER 60 mm MIN THICKNESS n CURB], _17, n- :VL E --. 000 o -0 ... o' 0 0 0 o0 o E oo Q o o c E o• o: 0 0 0 o 0 0 0' 00 o a 0 0 oOC o°o 0 .o o oo 0 O o .0 oo. 00o00 0 o no o0 25-40 mm BEDDING SAND CLASS II AB E E o o z Lu To 8d o 0 O"M o cit-ro POST OR PANEL MARKER. 32mm MAXIMUM SEPARATION BETWEEN 2 1— EXPOSED ROCK SURFACES AFTER H MORTAR IS APPLIED cr w x--- O 25mm MAXIMUM SEPARATION BETWEEN V) r x 0) w 25mm MINIMUM 40mm MAXIMUM z CD -< U o Q �--� 0 � 25mm x 150mm WOOD HEADER z 0 ca a co r -a : n 0 o wY 0 Z NOTE: 1.FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OOFFFICE. EDGE OF PAYMENT EDGE OF PAYMENT 0 Lo FINISHED GRADE CONCRETE PAVER 60 mm MIN THICKNESS SHOULDER E 0 E 0 o0 0 0 0'0 0 0 o0 oo Q o o C o. o 0 0 o 0 0 0 0 0 00 0 o •oO 00 o 0 o o o O ., n®nmh otilb INTERLOCKING CONCRETE PAVERS TYPICAL APPLICATION AT GORE AREA WITH INTERLOCKING CONCRETE PAVERS 25-40 mm BEDDING SAND CLASS II AB COMPACTED OR STABILIZED SUBGRADE FINISHED GRADE CONCRETE PAVER 60 mm MIN THICKNESS n CURB], _17, n- :VL E --. 000 o -0 ... o' 0 0 0 o0 o E oo Q o o c E o• o: 0 0 0 o 0 0 0' 00 o a 0 0 oOC o°o 0 .o o oo 0 O o .0 oo. 00o00 0 o no o0 25-40 mm BEDDING SAND CLASS II AB E E o o z S To 8d o 0 O"M o cit-ro POST OR PANEL MARKER. 32mm MAXIMUM SEPARATION BETWEEN Q EXPOSED ROCK SURFACES AFTER H MORTAR IS APPLIED cr ROCK(PLACE FLAT SIDE UP) O 25mm MAXIMUM SEPARATION BETWEEN x 0) V) 25mm MINIMUM 40mm MAXIMUM z CD -< o 0 � 25mm x 150mm WOOD HEADER 0 co o 0 o 0 Z o W 0 =E co0 L- W T 1 m a CO 14 Q Z 0O - ,y 0- -MCC Q cv W x L O N o W oa Q Q V S NOTE: 1.FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OOFFFICE. EDGE OF PAYMENT EDGE OF PAYMENT 0 Lo FINISHED GRADE CONCRETE PAVER 60 mm MIN THICKNESS SHOULDER E 0 E 0 o0 0 0 0'0 0 0 o0 oo Q o o C o. o 0 0 o 0 0 0 0 0 00 0 o •oO 00 o 0 o o o O ., n®nmh otilb INTERLOCKING CONCRETE PAVERS TYPICAL APPLICATION AT GORE AREA WITH INTERLOCKING CONCRETE PAVERS 25-40 mm BEDDING SAND CLASS II AB COMPACTED OR STABILIZED SUBGRADE FINISHED GRADE CONCRETE PAVER 60 mm MIN THICKNESS n CURB], _17, n- :VL E --. 000 o -0 ... o' 0 0 0 o0 o E oo Q o o c E o• o: 0 0 0 o 0 0 0' 00 o a 0 0 oOC o°o 0 .o o oo 0 O o .0 oo. 00o00 0 o no o0 25-40 mm BEDDING SAND CLASS II AB E E o o —'0 °o COMPACTED OR � 0°8 0 STABILIZED SUBGRADE ate- o �Oo o S To 8d o O"M o cit-ro INTERLOCKING CONCRETE PAVERS X -SECTION c�i ini ii nrn r SOLDIER COURSE (RED) RUNNING BOND PATTERN BROWN/RED/TAN 17 (1/3 EACH) s O r�nr.ir�r-rr- �i ino E (RED) OND PATTERN OWN/RED/TAN (1/3 EACH) 0 0 INTERLOCKING CONCRETE PAVERS PATTERN DETAIL RELATIVE BORDER SCALE IS IN MILLIMETERS 0 20 40 60 80 I i I I I i I I I etric v DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 48.6/4903 31 178 ' 4/26/11 RpFEss10 RE R D CIVIL ENGINEER DATE �o e N4� IMOTHY T. HAILE z April 28, 2011 CD m PLANS APPROVAL DATE � No. 72109 xp.6/30/12 THE STATE OF CALIFORNIA OR I TS OFFICERS JA OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED OF CALIFo��� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ROCK BLANKET (TYPE 1) NOT TO BE PLACED ADJACENT TO EXISTING SIGN POSTS, FENCE POSTS AND GUARD RAIL POSTS OR PANEL MARKERS° o o e^ O T SLURRY BACKFILL OCKOU T A R S EXIST 0 -SED Iltl POST OR PANEL MARKER. s O r�nr.ir�r-rr- �i ino E (RED) OND PATTERN OWN/RED/TAN (1/3 EACH) 0 0 INTERLOCKING CONCRETE PAVERS PATTERN DETAIL RELATIVE BORDER SCALE IS IN MILLIMETERS 0 20 40 60 80 I i I I I i I I I etric v DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 48.6/4903 31 178 ' 4/26/11 RpFEss10 RE R D CIVIL ENGINEER DATE �o e N4� IMOTHY T. HAILE z April 28, 2011 CD m PLANS APPROVAL DATE � No. 72109 xp.6/30/12 THE STATE OF CALIFORNIA OR I TS OFFICERS JA OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED OF CALIFo��� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ROCK BLANKET (TYPE 1) NOT TO BE PLACED ADJACENT TO EXISTING SIGN POSTS, FENCE POSTS AND GUARD RAIL POSTS OR PANEL MARKERS° o o e^ O T SLURRY BACKFILL OCKOU T A R S EXIST 0 -SED POST OR PANEL MARKER. 32mm MAXIMUM SEPARATION BETWEEN EXPOSED ROCK SURFACES AFTER MORTAR IS APPLIED ROCK(PLACE FLAT SIDE UP) 25mm MAXIMUM SEPARATION BETWEEN THE TOP OF ADJACENT ROCK SURFACES 25mm MINIMUM 40mm MAXIMUM BETWEEN THE TOP OF ROCK SURFACE AND THE TOP OF MORTAR UNLESS OTHERWISE SHOWN 25mm x 150mm WOOD HEADER WITH 40mm x 6mm x 300mm METAL STAKE ANCHORS AT 3m ON CENTER TYPICAL o e TOP OF FINISHED GRADE OR SURFACE 25mm- 1 OOmm 1001-R=200' 150' -R=500' 0.5m Typical PLAN 25mm MINIMUM 40mm MAXIMUM DEPTH - DRY APPLIED MORTAR TOP OF ROCK SURFACE AND CONCRETE SET FLUSH ADJACENT TO TOP OF PAVEMENT, CURB OR DIKE CONCRETE BASE 75mm MINIMUM BELOW BOTTOM OF ROCK SECTION 10' MAX. FROM BACK J OF CURB OR BERM (TYP.) 3' MIN. FROM BACK OF CURB OR BERM (TYP.) BLANKET RADIUS Q RETURNS SAME AS RETURN RADIUS 1 • - USERNAME=>peruz DGN FILE =>0800000086ga008.dgn ROCK BLANKET DETAIL TOP OF EXISTING PAVEMENT,CURB OR DIKE 100mm CONSTRUCTION DETAILS NO SCALE C-8 CU 08224 EA OE4501 Ln O N z �Ln o0 � M n n 00 W W 00 W J W W W a o� z� 00 >� Lu a Ln J o x x W m 0 W W 0' U) W F- W a Of a C) m W F- 0 aW M JZ W U U _j(f) W QW = Up U LL W LL J W F- I- I -I Q F- Ld x--- 2 p F - w o a o F o z cr cr C) m W F- 0 aW M JZ W U U _j(f) W QW = Up U C R NOTE: 1.FOR COMPLETE R/W AND ACCURATE ACCESS DATA, THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I I DGN FILE => 4256ab001 . don � etric DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 81 R i'v 1 15 RE A4 PRD CIVIL ENGINEER April 28, 2011 PLANS APPROVAL DATE 4806/49031 33 1178 A /79 /1 1 i-ra■-R THE STATE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBL F FOR THE ACCURACY OR COMPLETFNESS OF SCANNED COPIES OF THIS PLAN SHEET P Rp F E S S IQN n- 6/30/12 �L)i s� CIVIL P 4Te OF CAL IV00 RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 LEGEND Temp ENVIRONMENTALLY SENSITIVE AREA FENCE Temp GRAVEL BAG BERM Temp FIBER ROLL Temp SILT FENCE 4" PROJECT NOTES: 1. TEMPORARY CONSTRUCTION ENTRANCE LOCATIONS WILL BE DETERMINED BY ENGINEER AND CONTRACTOR. 20 THE INFORMATION ON THIS PLAN IS INTENDED TO BE USED AS A GUIDELINE FOR THE CONTRACTOR AND SUBCONTRACTORS TO INSTALL WATER POLLUTION CONTROL THROUGHOUT THE SITE. THESE DRAWINGS ARE TO BE USED IN CONDUCTION WITH THE NARRATIVE SECTION OF THE SOTRM WATER POLLUTION PREVENTION PLAN ( SWPPP ) 3e FIELD CONDITIONS MAY NECESSITATE MODIFICATION TO THESE DRAWINGS° 4. TEMPORARY SOIL STABILIZATION MEASURES WILL BE IMPLEMENTED TEN (10) DAYS PRIOR TO THE START OF THE DEFINED RAINY SEASON AND AT REGULAR INTERVALS THROUGHOUT THE CONTRACT'S DISTURBED SOIL AREA (DSA) PROTECTION REQUIREMENTS (SEE CONTRACT SPECIFICATIONS). 5e PREMANENT EROSION CONTROL WILL BE INSTALLED AS AREAS ARE DETERMINED TO BE SUBSTANTIALLY COMPLETE. 6. CONTRACTOR SHALL PROVIDE EROSION CONTROL FOR ALL DISTURBED SOILS ON THE PROJECT SITE THAT ARE SUBJECT TO WIND EROSION BY USE OF BMP SS -79 TEMPORARY COVER. 7. PERMANENT BMPS (SWALES) SHALL NOT BE PLACED IN SERVICE UNTIL ALL ALL UPSTREAM AREAS ARE STABILIZED, OR SHALL BE PROTECTED FROM SEDIMENT LADEN RUNOFF. 8e CONTRACTOR TO REQUIRE OFF-SITE CONCRETE WASHOUT OR PROVIDE ON-SITEAREA PER CALIFORNIA STORMWATER BMP HANDBOOK WM-8e LOCATION ESTIMATED ON PLANS TO BE DETERMINED BY CONTRACTOR AND APPROVED BY RESIDENT ENGINEER° ALL 'DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN WATER POLLUTION CONTROL PLAN SCALE: 1: 500 WPC_1 CU 08224 1 EA OE4501 'O6 - 693 X 0 N Q :5i M M n n 0 cn W W � � I— I- 00 J J W W Q� o� N 0 W J F- I- 0 rr Ld x--- w > cv o cr z F- c� < 0- w C R NOTE: 1.FOR COMPLETE R/W AND ACCURATE ACCESS DATA, THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I I DGN FILE => 4256ab001 . don � etric DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 81 R i'v 1 15 RE A4 PRD CIVIL ENGINEER April 28, 2011 PLANS APPROVAL DATE 4806/49031 33 1178 A /79 /1 1 i-ra■-R THE STATE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBL F FOR THE ACCURACY OR COMPLETFNESS OF SCANNED COPIES OF THIS PLAN SHEET P Rp F E S S IQN n- 6/30/12 �L)i s� CIVIL P 4Te OF CAL IV00 RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 LEGEND Temp ENVIRONMENTALLY SENSITIVE AREA FENCE Temp GRAVEL BAG BERM Temp FIBER ROLL Temp SILT FENCE 4" PROJECT NOTES: 1. TEMPORARY CONSTRUCTION ENTRANCE LOCATIONS WILL BE DETERMINED BY ENGINEER AND CONTRACTOR. 20 THE INFORMATION ON THIS PLAN IS INTENDED TO BE USED AS A GUIDELINE FOR THE CONTRACTOR AND SUBCONTRACTORS TO INSTALL WATER POLLUTION CONTROL THROUGHOUT THE SITE. THESE DRAWINGS ARE TO BE USED IN CONDUCTION WITH THE NARRATIVE SECTION OF THE SOTRM WATER POLLUTION PREVENTION PLAN ( SWPPP ) 3e FIELD CONDITIONS MAY NECESSITATE MODIFICATION TO THESE DRAWINGS° 4. TEMPORARY SOIL STABILIZATION MEASURES WILL BE IMPLEMENTED TEN (10) DAYS PRIOR TO THE START OF THE DEFINED RAINY SEASON AND AT REGULAR INTERVALS THROUGHOUT THE CONTRACT'S DISTURBED SOIL AREA (DSA) PROTECTION REQUIREMENTS (SEE CONTRACT SPECIFICATIONS). 5e PREMANENT EROSION CONTROL WILL BE INSTALLED AS AREAS ARE DETERMINED TO BE SUBSTANTIALLY COMPLETE. 6. CONTRACTOR SHALL PROVIDE EROSION CONTROL FOR ALL DISTURBED SOILS ON THE PROJECT SITE THAT ARE SUBJECT TO WIND EROSION BY USE OF BMP SS -79 TEMPORARY COVER. 7. PERMANENT BMPS (SWALES) SHALL NOT BE PLACED IN SERVICE UNTIL ALL ALL UPSTREAM AREAS ARE STABILIZED, OR SHALL BE PROTECTED FROM SEDIMENT LADEN RUNOFF. 8e CONTRACTOR TO REQUIRE OFF-SITE CONCRETE WASHOUT OR PROVIDE ON-SITEAREA PER CALIFORNIA STORMWATER BMP HANDBOOK WM-8e LOCATION ESTIMATED ON PLANS TO BE DETERMINED BY CONTRACTOR AND APPROVED BY RESIDENT ENGINEER° ALL 'DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN WATER POLLUTION CONTROL PLAN SCALE: 1: 500 WPC_1 CU 08224 1 EA OE4501 'O6 - 693 X 0 N Q :5i M M n n 0 cn W W � � I— I- 00 J J W W Q� o� N 0 x X NOTE: 1.FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. RIVERSIDE COUNTY \N\X-�x ,•, Eric I, > V) m W W rr U) W w a a' o a� � o mcn >- w I- o aW Temp DRAINAGE INLET PROTECTION Jto W aw = U0 U w W w Q w H f— ,-, N Q I- 2 Q X--- n" N D O J w Q ~ O Z Q Gy a� � o mcn >- w I- o aW Temp DRAINAGE INLET PROTECTION Jto W aw = U0 U 7 Z O F- Q H GC O X c Z 79 e N' O _0 LL - 0) Q0 Ln N Z W � H L W C 0 3 �e a 00 O L �l C J C) d U LL- ( -0 Ln O �v L`J o1 Q a o -vers I vl I I SHEET. �.�.. WPC -3 174 THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I I I DGN F I LE => 4256gb002 . dqn DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No. ISHEETS 4806/49031 34 1178 a s9cz iI I oFESS70 RE R D CIVIL ENGINEER DATE �o e Nq� z,� IMOTHY T. HAILE z April 28, 2011 m PLANS APPROVAL DATE No. 72109 m THE STATE OF CALIFORNIA OR ITS OFFICERS Xp. 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qrF of EALIF���� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. G'UASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN WATER POLLUTION CONTROL PLAN CU 08224 SCALE: 1500 WPC -2 EA OE4501 0 CV Q M �o 7.: w of N av J O - G9y W J H f— C� 0' Li X--- N n w U O Gy Z F- < �--� 0_ in w Y ry 7 Z O F- Q H GC O X c Z 79 e N' O _0 LL - 0) Q0 Ln N Z W � H L W C 0 3 �e a 00 O L �l C J C) d U LL- ( -0 Ln O �v L`J o1 Q a o -vers I vl I I SHEET. �.�.. WPC -3 174 THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I I I DGN F I LE => 4256gb002 . dqn DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No. ISHEETS 4806/49031 34 1178 a s9cz iI I oFESS70 RE R D CIVIL ENGINEER DATE �o e Nq� z,� IMOTHY T. HAILE z April 28, 2011 m PLANS APPROVAL DATE No. 72109 m THE STATE OF CALIFORNIA OR ITS OFFICERS Xp. 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qrF of EALIF���� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. G'UASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN WATER POLLUTION CONTROL PLAN CU 08224 SCALE: 1500 WPC -2 EA OE4501 0 CV Q M �o 7.: w of N av J O - G9y NOTE: 1.FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. MATO LINE "A" LINE SEE SHEET WPC_2 x :..::: ............... __ �v i c+ Q1 A mm (`CP :.. RO:�TE ....�...5 �- m W w ry F— w Q 0' IN, >- om m w F- < w o JZ W U� U JV) w Qw -r Up U L� F- Q w I— L7 J J x- - -(A n Q 2 w rr U x O F- fy 0 J a a n F- w' Y D' IN, >- om m w F- < w o JZ W U� U JV) w Qw -r Up U P THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I i I i I USERNAME _> JHOFERT DGN FILE=>4256gb003.dgn DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noo SHEETS 8 R i v 15 48.6/49.3 35 178 4/26/11 Q�pFESSIpN RE R D CIVIL ENGINEER DATE �0 411 IMOTHY T. HAILE April 28, 2011 m PLANS APPROVAL DATE No. 72109 � THE STATE OF CALIFORNIA OR ITS OFFICERS XP. --6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL P THE ACCORACY OR COMPLETENESS OF SCANNED qTF aF CAL COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 WATER POLLUTION7 CONTROL PLAN uj SCALE: ,:sooWpC-3 ro CU 08224 EA OE4501 206-69.5 w F- r Z I— L7 Q' x- - -(A n i w U O fy Z F— a Q n w' Y D' P THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I i I i I USERNAME _> JHOFERT DGN FILE=>4256gb003.dgn DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noo SHEETS 8 R i v 15 48.6/49.3 35 178 4/26/11 Q�pFESSIpN RE R D CIVIL ENGINEER DATE �0 411 IMOTHY T. HAILE April 28, 2011 m PLANS APPROVAL DATE No. 72109 � THE STATE OF CALIFORNIA OR ITS OFFICERS XP. --6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL P THE ACCORACY OR COMPLETENESS OF SCANNED qTF aF CAL COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 WATER POLLUTION7 CONTROL PLAN uj SCALE: ,:sooWpC-3 ro CU 08224 EA OE4501 206-69.5 x I >- L/) m W w cr w F— Ld <t o x x N, om ro Ld F- o -< Lu o w Jz Y U� U J cn w Qw -r Up U Ld J F— IY Ld n c Z 0 C t7 C-0 Ln CV Z i W L W a� 0 DISTI COUNTY ROUTE KILOMETER POST �SHEETJI TOTAL TOTAL PROJECT Noo SHEETS 81 Riv 1 15 1 48.6/49031 36 1178 RE R 4/26/11 Q�p�ESSI�N D CIVIL ENGINEER DATE �0 4� IMOTHY T. HAILE r April 28, 2011 m PLANS APPROVAL DATE No. 72109 � � THE STATE OF CALIFORNIA OR ITS OFFICERS xP, 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED q�F OF CAL1Fo) COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 V-- LF !� E 5....._ �� x 0 NOTE a F- _ .. ............. ---- -. .._... .. 3 ,.,,�:.r.. �.....T...,.. .. t- ...........:............. . - :::... 0 J .... ..... 1.FOR FOR C0 COMPLETE R/W AND Co ......... H :............... r. o ..................................... ...........................- . - .:::::.:::::..:::.... T�M�S A CANYON Rd L F— .:,.:.;,..�.�.....� Til. - .....l. T LINE ACCURATE ACCESS DATA, o ......., :.:... x x N, om ro Ld F- o -< Lu o w Jz Y U� U J cn w Qw -r Up U Ld J F— IY Ld n c Z 0 C t7 C-0 Ln CV Z i W L W a� 0 DISTI COUNTY ROUTE KILOMETER POST �SHEETJI TOTAL TOTAL PROJECT Noo SHEETS 81 Riv 1 15 1 48.6/49031 36 1178 RE R 4/26/11 Q�p�ESSI�N D CIVIL ENGINEER DATE �0 4� IMOTHY T. HAILE r April 28, 2011 m PLANS APPROVAL DATE No. 72109 � � THE STATE OF CALIFORNIA OR ITS OFFICERS xP, 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED q�F OF CAL1Fo) COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 V-- LF !� E 5....._ �� lift ES.A ------- NOTE a _ .. ............. ---- -. .._... .. 3 ,.,,�:.r.. �.....T...,.. .. t- ...........:............. . - :::... ::.:. :..__ . :: . :. ..... :.............. .... ..... 1.FOR FOR C0 COMPLETE R/W AND Co ......... :_ .... .. :....:........:_...-.. ..., .. :...:: ........ . ...... ........ :.: ::. ..... ...,............ ................ .r....... n :............... r. o ..................................... ...........................- . - .:::::.:::::..:::.... T�M�S A CANYON Rd L .... :.•..., .:,.:.;,..�.�.....� Til. - .....l. T LINE ACCURATE ACCESS DATA, o ......., :.:... APS A ... ��'. 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THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN F I LE => 4256gb004 .dgn ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN WATER POLLUTION CONTROL PLAN SCALE: 1 :500 WPC -4 CU 08224 1 EA OE4501 zoo - 696 0 N 0 w CV a �o x N >- V) m 0 W W n" w F - w Q c o �>- 0 M m w l--- C) aw o JZ W J Lo W QW _ L} p U LL - I � <t Ld F— {' J J LLJ N Q F— w > o x Q o F- ry 0 1 0 Q 1-4 o w z o Q Of �>- 0 M m w l--- C) aw o JZ W J Lo W QW _ L} p U OF41 Z 0 a 0 x c c/7 Z 0 CD 6 L.L_ O w L N Nl- / w I- = 0- CL L W a� LL - t 0 / 1 3 �r / J CD U • LA- 0 X Ln N W o H o j -cc Q Q o THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN F I LE => 4256cab005 e don 1 e t ric DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noo SHEETS 8 Riv 15 4806/4903 37 178 4/26/11 RpFESSIO RE R 'D CIVIL ENGINEER DATE Q Nq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHAL L NOT BE RESPONSIBL E FOR THE ACCURACY OR C01VPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET IMOTHY T. HA z cyr-No, 72109 m Xp, 6/30/12 s CIVIL T9TF OF CAL IF00 RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA92501 NOTE: 1oFOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE® 141,*7illfr 0 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN WATER POLLUTION CONTROL PLAN SCALE: 1 :500 WPC -5 CU 08224' 1 EA OE4501 a6- 697 0 CV < rn (V d- 0 W J � F— {' rr LLJ w > U Q t --q ry Z H- 0 a 1-4 a_ w o 01-1 OF41 Z 0 a 0 x c c/7 Z 0 CD 6 L.L_ O w L N Nl- / w I- = 0- CL L W a� LL - t 0 / 1 3 �r / J CD U • LA- 0 X Ln N W o H o j -cc Q Q o THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN F I LE => 4256cab005 e don 1 e t ric DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noo SHEETS 8 Riv 15 4806/4903 37 178 4/26/11 RpFESSIO RE R 'D CIVIL ENGINEER DATE Q Nq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHAL L NOT BE RESPONSIBL E FOR THE ACCURACY OR C01VPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET IMOTHY T. HA z cyr-No, 72109 m Xp, 6/30/12 s CIVIL T9TF OF CAL IF00 RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA92501 NOTE: 1oFOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE® 141,*7illfr 0 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN WATER POLLUTION CONTROL PLAN SCALE: 1 :500 WPC -5 CU 08224' 1 EA OE4501 a6- 697 0 CV < rn (V d- 0 x V) m cl W W cr- V) w w Q 0 o NOTE 1 o FOR SEE COMPLETE R/W AND ACCURATE ACCESS DATA, R/W RECORD MAPS AT DISTRICT OFFICE. 1 e tric DISTI COUNTY I ROUTE KILOMETER POST (SHEET) TOTAL TOTAL PROJECT No. SHEETS 8� Riv � 15 1 48.6/49.3138 178 4/26/11 RpFESSIQ RE R ':D CIVIL ENGINEER DATE �o Q �q<' IMOTHY T. HAILE icy . ..........:..::.. ; ...... .. •••..........•---•- PLANS APPROVAL DATE � No 72� O9 6/30/12 . X :.... ...:............. THE STATE OF CALIFORNIA OR ITS OFFICERS ;:•{ ..- SS OF SCANNED OR AGENTS SHALL- NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPL ETENE p. rE civ COPIES OF THIS PLAN SHEET OF CAL IF�� V Im m m s: ... :----- RBF CONSULTING COUNTY OF RIVERSIDE • :::.. .... :.. .::.: 3300 E. GUASTI RD STE 100 4080 LEMON STREET ...... .................: :...;:::::' -.. 1 ONTARIO, CA 91761 RIVERSIDE, CA 9250 N�ll>- r-) m Ld �o Qw o _jz w { U J (n W aw Up U razr Cl D W W I- 1- 00 J J a- n W W I- X = F- 0 J Q a F- z a N�ll>- r-) m Ld �o Qw o _jz w { U J (n W aw Up U razr Cl D W W I- 1- 00 J J a- n W W I- X x n M o w LU In w w a o Drainage Inlet at sag or low point Curb or Dike Gravel Bag Barriers placed to intercept runoff from converging directions FLOW FLOW V Spillways Edge -of- Traveled -Way------------------------------ ROADWAY PLAN CONFIGURATION FOR SAG POINT INLET (GRAVEL BAG BARRIER) Stack gravel -filled bags I -layer high for spillway and 2 -layers high for remaining barrier PERSPECTIVE I I 1.2 m Typ I i Sidewalk or ' Shoulder Backing Curb or Dike - GRAVEL BAG BARRIER (TYPE 3A) SPACING TABLE SLOPE OF ROADWAY Ld I to 4 w <c I 8 to 10 N Q I-- BARRIERS (m) 30.0 22.5 c 7.5 4.0 = o x--- Dimensions may vary to fit field conditions. o 3. Install a minimum of 3 gravel bag barriers a o z a W rr om Position erosion control blanket or w ro o aw o JzDO W z U ca _j W <w = U0 U Drainage Inlet at sag or low point Curb or Dike Gravel Bag Barriers placed to intercept runoff from converging directions FLOW FLOW V Spillways Edge -of- Traveled -Way------------------------------ ROADWAY PLAN CONFIGURATION FOR SAG POINT INLET (GRAVEL BAG BARRIER) Stack gravel -filled bags I -layer high for spillway and 2 -layers high for remaining barrier PERSPECTIVE I I 1.2 m Typ I i Sidewalk or ' Shoulder Backing Curb or Dike - GRAVEL BAG BARRIER (TYPE 3A) SPACING TABLE SLOPE OF ROADWAY Ld I to 4 4 to 6 6 to 8 8 to 10 H INTERVAL BETWEEN BARRIERS (m) 30.0 22.5 c 7.5 4.0 x--- Dimensions may vary to fit field conditions. n 3. Install a minimum of 3 gravel bag barriers Ix W 4. Position erosion control blanket or U 0 apron and secure in trench. 5. z ca Q the drainage inlet is vegetated or paved. o_ W Drainage Inlet at sag or low point Curb or Dike Gravel Bag Barriers placed to intercept runoff from converging directions FLOW FLOW V Spillways Edge -of- Traveled -Way------------------------------ ROADWAY PLAN CONFIGURATION FOR SAG POINT INLET (GRAVEL BAG BARRIER) Stack gravel -filled bags I -layer high for spillway and 2 -layers high for remaining barrier PERSPECTIVE I I 1.2 m Typ I i Sidewalk or ' Shoulder Backing Curb or Dike - GRAVEL BAG BARRIER (TYPE 3A) SPACING TABLE SLOPE OF ROADWAY (PERCENT) I to 4 4 to 6 6 to 8 8 to 10 10 + INTERVAL BETWEEN BARRIERS (m) 30.0 22.5 15.0 7.5 4.0 For slope of less than 17.g install barriers only if erosion/sediment is prevalent Place additional bags on top curb and upstream of Grave �Vy Barrier to prevent Over topping. Install gravel -filled bags flush against curb Or dike face. cV-osion Control Blanket Geotextile Fabric Construct Gravel Bag Barrier by tightly abutting gravel -filled bags to eliminate gaps and voids r End Of Gravel Bag Barrier Extend as necessary to force ponded runoff over spillway instead of Out flanking around end of barrier. Ire-F�r�i^I /Coo Trr;1-�Jd1 FLOW Spillway Gravel Bag Barrier Drainage Inlet I.e- III I r UIII cuye U I - I.b m min Travelled Way (Min) ------------------------------------------------------------------------------------ ROADWAY 30. F:I>..�i TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3A) (GRAVEL BAG BARRIER) SECTION A -A etirc DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noo SHEETS 8 Riv 15 4806/4903 39 1178 'VISOCAV4/26/11' PpFESSIO RE R D CIVIL ENGINEER DATE �o e N9<' IMOTHY T. HAILE April 289 2011 co m PLANS APPROVAL DATE No. 72109 ' -XP.6/30/1.2 THE STATE OF CALIFORNIA OR ITS OFFICERS 41 OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL 4 THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CALZFfl�l COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ople NOTES nstruct Gravel Bag rrier by stacking avel-filled bags I. Place safety cones adjacent to drainage inlet protection. dyers high 2. Dimensions may vary to fit field conditions. 3. Install a minimum of 3 gravel bag barriers upstream Of each drainage inlet to be protected. 4. Position erosion control blanket or h geotextile fabric at edge of concrete apron and secure in trench. 5. Erosion control blanket/geotextile fabric is not required if the area adjacent to the drainage inlet is vegetated or paved. Spillway with single layer of gravel -filled bags Drainage Inlet Fro Concrete apron (If present, See Note 4) Construct Gravel Bag Barrier by tightly abutting gravel -filled bags to eliminate gaps and voids 50 mm 3.05 mm Dia. Steel wire T U u Ij ---------- : STAP171, LE DETAIL - Sheet Flow Sheet Flow PLAN THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I I I DGN FILE => 4256gb007 . dgn Secure Erosion Control Blanket or Geotextile Fabric with Staples (See Note 5) Edge of Erosion Control Blanket or Geotextile Fabric ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN WATER POLLUTION CONTROL DETAILS (TEMPORARY DRAINAGE INLET PROTECTION) No SCALE WPCD-1 CU 08224 EA OE4501 0 �rn z, 0 Y X 0 Ld m > n W W cn w > 1--_ Li a Ir- o NOTE: EROSION CONTROL (HYDROSEED) SHALL BE APPLIED TO ALL FINISHED SLOPES IN ACCORDANCE WITH CALTRANS STORM WATER CONSTRUCTION GUIDE AND THE SPECIAL PROVISIONS° FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE° i �a �P Q Off' EROSION CONTROL (HYDROSEED, SEED MIX 2) . -- A—OGG - - - `_t N O '. w 1 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No° SHEETS 8 R i v 15 4806/4903 42 178 A" 4/26/11 - ��Sj REGIST ED CIVIL ENGINEER DATE April 28, 201 1 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 �:_ � IMOTHY T. < FrI HAILS z LcLrl No. 72CD 109 �C\",xp.6/30/12 /* sT CIVIL P ATF OF CALIFS \ RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 'IN >_ r-) CO m w [--o QW o __j 7Z W :D0 Nef U '—' U J (n W QW = Up U W -1 .. --- :...: ,.. ..... .. -- ___ - ____ .... r — � W LL a :.. - ( RIj. . ....... ..... ::: ;: ' `..:..=:: :.. __ :....:.:...: D T.H.; _.0 A . _ .:E .ION O�NT:R:OL. - WI.... - " 0 rl� -J J N -'.... ......:.::..._... -:---- .::....:.,.......RO .'': _::-.:.' :..:------------------------------------. _ ..::: -'. - :........... .......... (H1`DROSEED, SEED ..MIX 2) - _ ....... --CONTROL CONTROL in 6 Q Q ....,......:.:..:.......... A-996.9 AA2 ..:.:._....::_ ::..... ��J - (HYDROS•E•E•D;•"'SE.E.D.. MIX 2 ) �' o LEGEND W _ 0 - ........... ....-A= A—p 41 M2 .'. :--_ " __ ---._ �,5 _ C �� — - - _ , ..•�� - A 7C� � AA7 1 A 0 1_- C)�- _ — A-335 35 - DRAINAGE SYSTEM No 00 0 ,- Q ........ . __ .. .. ...........'_'-... �_ -____ _ __ n 0 V) oJ a .. .. - ------- -- - - ; ...................... _ ............................:................I. . -................................. � a DRAINAGE U T Noo NI O 0 �-- �� 1�3 . ..........................1......... J L Q ....... .._- __ '. _.... _ OVERSIDE DRAIN 'IN >_ r-) CO m w [--o QW o __j 7Z W :D0 Nef U '—' U J (n W QW = Up U 1 W 0 J � 2 l-_ 0 rl� ~W X--- 0 6 (n a - x w °z W Y 0 a U 0 1_- C)�- Q0 z l-_ 00 0 C) Q 0 11- n 0 V) 0 0 w oo ME 1 .._.--- ......" ........ - - ......_.._:........... . - �� „ - - .....1...7..0:.......................I............._...:.'......._. . :. B O.F:F..-. AM.P................................... T'T 2 L,.. NE t --�_.:....:............:: 1 6 91 I v . ---.. . .....::........................... ....... -- - -- ........... .- - - ... .. - . ..:.. - - -- - - . ....:........... :: YP 0 b._ - RE.M.O.V E T_ D I - ` . 0 ..._, , . - ............... --- --- ----- Y E G 3._ - ;. . :: P'I P.E••• -'I-:N L.E T ...................,........'. 1 -- :.. ..................... - . .. . -- .........................:..:.:.................................. -" E OSIO' C" NTROL . HYO- E -D ::. 1^=ED 1, --,4 2 -- -- _.. - a,..... c - -- BiO.. STRIA T. . . N ( , .. :.......:.::.:....._:...:.. RE10 ..CON.F•L i C.T.LN.G _ ) . :,..:.,'..,,::................ ... yR ': .-:.' -_ - - - - . A` .867n 1.. "M `.. P R' .ION O F..... C S P - W -I D :'1-I'' .'VAR'IE'S : --.... .% T f T ) ..."1.% ..... C Q C A N �1. �" R A: :. `'. . .,.....:.... r ' . S :..- . R :... NS R/ W: :::::...... ... ::.:TR A% :...: OAS . . . : :. ;: ......................... ......:......................... . . . 1. - 1. . .. .. .. ..... .. . . . ROCK SLOPE PROTECTION (XX.XXX) EXISTING ELEVATION XX.XXX PROPOSED ELEVATION A8�_REVIATIONS� OSD OVERSIDE DRAIN TP TOP OF PIPE PROJECT NOTESa 1 o HORIZONTAL LOCATIONS OF EXISTING STORM DRAINS ARE BASED ON BEST AVAILABLE INFORMATION.. ACTUAL LOCATIONS MAY VARY FROM THOSE SHOWN® CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STORM DRALNS PRIOR TO CONSTRUCTION AND REPORT ANY MAJOR 9 DISCREPANCIES TO THE ENGINEER. 2. SWALES TO BE CONTROLLED BY GRADING AND. DRAINAGE PROFILES° 3o CONTRACTOR SHALL VERIFY EXISTING AND PR 0 D OP SE UTILITY LOCATIONS AND SHA LL PROTECT THE UTILITIES AS NEEDED. EXISTING UTILITIES SHALL BE RELOCATED AS NEEDED TO AVOID CONF LICTS WITH DRAINAGE SYSTEMS SHOWN. SEE UTILITY SHEETS FOR DETAILS. 4. PAY ITEMS FOR HMA OVERBIDS DRAINS ARE COMBINED WITH THE SIMILAR PAY ITEMS FOR HMA IN THE ROADWAY QUANTLTIESa 5. EXISTING DRAINAGE FACILITIES ARE TO BE PROTECTED IN PLACE UNLESS OTHERWISE INDICATED. , , , , , , . . . .�. . �I..:... , , , , ® n 0 `i , , , .c : :. :` :':' ,... 1. •..., .... ,.. No ® ®� .. _� �3 --- --- CONTRACT -.__.- DATE — — .. C.C.A.C. Y - tJ . W A RD M F I .. ME -- A _ N - • THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => peruz I 5 I N MILLIMETERSI i I i I i I i I DGN F I LE => 0800000086 i 2001 ° dgn ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN DRAINAGE PLAN GRADING PLAN CU 08224 SCALE: 1500 EA OE4501 D-1 7e(r -1o. ti 0 N I z =r- -DT) I. Ln M n n 11 11 00 ww I— �__ �_ �_ 00 J J a_ 0- W W a� C:) I.— Li a� ,.-- F�j I ao 0 I -- -cc 0 6 x °z 0 a C)�- Q0 LL. 00 0 0 0 11- 0 z 0 0 W oo ME 0 �-- L Q T w o 4_ m Q Q Z 4-= 0 O 0- LL - HN oJ o a a U U C9 Lys X N O o W 2 H 0 .cc �— a N a 0 EL"I i4l .._.--- ......" ........ - - ......_.._:........... . - �� „ - - .....1...7..0:.......................I............._...:.'......._. . :. B O.F:F..-. AM.P................................... T'T 2 L,.. NE t --�_.:....:............:: 1 6 91 I v . ---.. . .....::........................... ....... -- - -- ........... .- - - ... .. - . ..:.. - - -- - - . ....:........... :: YP 0 b._ - RE.M.O.V E T_ D I - ` . 0 ..._, , . - ............... --- --- ----- Y E G 3._ - ;. . :: P'I P.E••• -'I-:N L.E T ...................,........'. 1 -- :.. ..................... - . .. . -- .........................:..:.:.................................. -" E OSIO' C" NTROL . HYO- E -D ::. 1^=ED 1, --,4 2 -- -- _.. - a,..... c - -- BiO.. STRIA T. . . N ( , .. :.......:.::.:....._:...:.. RE10 ..CON.F•L i C.T.LN.G _ ) . :,..:.,'..,,::................ ... yR ': .-:.' -_ - - - - . A` .867n 1.. "M `.. P R' .ION O F..... C S P - W -I D :'1-I'' .'VAR'IE'S : --.... .% T f T ) ..."1.% ..... C Q C A N �1. �" R A: :. `'. . .,.....:.... r ' . S :..- . R :... NS R/ W: :::::...... ... ::.:TR A% :...: OAS . . . : :. ;: ......................... ......:......................... . . . 1. - 1. . .. .. .. ..... .. . . . ROCK SLOPE PROTECTION (XX.XXX) EXISTING ELEVATION XX.XXX PROPOSED ELEVATION A8�_REVIATIONS� OSD OVERSIDE DRAIN TP TOP OF PIPE PROJECT NOTESa 1 o HORIZONTAL LOCATIONS OF EXISTING STORM DRAINS ARE BASED ON BEST AVAILABLE INFORMATION.. ACTUAL LOCATIONS MAY VARY FROM THOSE SHOWN® CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STORM DRALNS PRIOR TO CONSTRUCTION AND REPORT ANY MAJOR 9 DISCREPANCIES TO THE ENGINEER. 2. SWALES TO BE CONTROLLED BY GRADING AND. DRAINAGE PROFILES° 3o CONTRACTOR SHALL VERIFY EXISTING AND PR 0 D OP SE UTILITY LOCATIONS AND SHA LL PROTECT THE UTILITIES AS NEEDED. EXISTING UTILITIES SHALL BE RELOCATED AS NEEDED TO AVOID CONF LICTS WITH DRAINAGE SYSTEMS SHOWN. SEE UTILITY SHEETS FOR DETAILS. 4. PAY ITEMS FOR HMA OVERBIDS DRAINS ARE COMBINED WITH THE SIMILAR PAY ITEMS FOR HMA IN THE ROADWAY QUANTLTIESa 5. EXISTING DRAINAGE FACILITIES ARE TO BE PROTECTED IN PLACE UNLESS OTHERWISE INDICATED. , , , , , , . . . .�. . �I..:... , , , , ® n 0 `i , , , .c : :. :` :':' ,... 1. •..., .... ,.. No ® ®� .. _� �3 --- --- CONTRACT -.__.- DATE — — .. C.C.A.C. Y - tJ . W A RD M F I .. ME -- A _ N - • THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => peruz I 5 I N MILLIMETERSI i I i I i I i I DGN F I LE => 0800000086 i 2001 ° dgn ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN DRAINAGE PLAN GRADING PLAN CU 08224 SCALE: 1500 EA OE4501 D-1 7e(r -1o. ti 0 N I z =r- -DT) I. Ln M n n 11 11 00 ww I— �__ �_ �_ 00 J J a_ 0- W W a� C:) I.— Li a� ,.-- F�j I ao m 0 RIVERSIDE COUNTY NOTE: EROSION CONTROL (HYDROSEED) SHALL BE APPLIED TO ALL FINISHED SLOPES IN ACCORDANCE WITH CALTRANS STORM WATER CONSTRUCTION GUIDE AND THE SPECIAL PROVISIONSo ' FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. ... �o QROFESS101V BRADLEY F� DATE: 7-27-12 M. LOSEY Z APPROVED BY: rn W N.. C65140 EXP.i REVISED PER RFI No. 17 sT CIVIL P l \TF �F CALIFO�� - Gal tracts CURVE DATA LL w ® Ld Q J ,—, J N Q 10.677 = Q TYPE GMP PIPE INLET IY o' ABANDON Exist 600 mm CSP C) X--- 0 o SEE DD -2 FOR DETAIL Q X e .. EROSINCON H CONTROL (HYDROSEED, z w cV O Q U o em A=376.:02 M2 LSI m �o (-0 Q Lv 0 �z LLI a O O U 1-� U J V) Lv Qw = Up U RIVERSIDE COUNTY NOTE: EROSION CONTROL (HYDROSEED) SHALL BE APPLIED TO ALL FINISHED SLOPES IN ACCORDANCE WITH CALTRANS STORM WATER CONSTRUCTION GUIDE AND THE SPECIAL PROVISIONSo ' FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. ... �o QROFESS101V BRADLEY F� DATE: 7-27-12 M. LOSEY Z APPROVED BY: rn W N.. C65140 EXP.i REVISED PER RFI No. 17 sT CIVIL P l \TF �F CALIFO�� - Gal tracts CURVE DATA z w ® 0 L O 25.399 450 36'0" 10.677 a TYPE GMP PIPE INLET c� o' ABANDON Exist 600 mm CSP q X--- 0 n SEE DD -2 FOR DETAIL s X e .. EROSINCON H CONTROL (HYDROSEED, w cV O Q U O A=376.:02 M2 (SEE LAYOUT SH E.ETS �® o' (-0 z 1— 00 O c� a O O F- a - 0 V) O w co o rr RIVERSIDE COUNTY NOTE: EROSION CONTROL (HYDROSEED) SHALL BE APPLIED TO ALL FINISHED SLOPES IN ACCORDANCE WITH CALTRANS STORM WATER CONSTRUCTION GUIDE AND THE SPECIAL PROVISIONSo ' FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. ... �o QROFESS101V BRADLEY F� DATE: 7-27-12 M. LOSEY Z APPROVED BY: rn W N.. C65140 EXP.i REVISED PER RFI No. 17 sT CIVIL P l \TF �F CALIFO�� - Gal tracts CURVE DATA z R ® 0 L O 25.399 450 36'0" 10.677 a TYPE GMP PIPE INLET RSP (FACING Cl ABANDON Exist 600 mm CSP q 9 a 9 METHOD B) 0 SEE DD -2 FOR DETAIL s X e .. EROSINCON H CONTROL (HYDROSEED, Z cV O Q A=376.:02 M2 (SEE LAYOUT SH E.ETS �® �. (-0 LL - vj 00 O O O O F- 0 Z O w co O L Q 4--- f m a i Z o O i 4--4 o I o Q Q v QQ X N O O W O Q QN 0- 0 RIVERSIDE COUNTY NOTE: EROSION CONTROL (HYDROSEED) SHALL BE APPLIED TO ALL FINISHED SLOPES IN ACCORDANCE WITH CALTRANS STORM WATER CONSTRUCTION GUIDE AND THE SPECIAL PROVISIONSo ' FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. ... �o QROFESS101V BRADLEY F� DATE: 7-27-12 M. LOSEY Z APPROVED BY: rn W N.. C65140 EXP.i REVISED PER RFI No. 17 sT CIVIL P l \TF �F CALIFO�� - Gal tracts CURVE DATA NO R ® T L O 25.399 450 36'0" 10.677 20.215 ,--r-EROSION CONTROL (HYDROSEED, SEED MIX 1 ) A-370.5 AA C 7 A=1248. 10 )V2 TYPE GMP PIPE INLET WITH HMA APRONa 7 SEE DD -2 FOR DETAIL 300 mm CSP rb),, REMOVE TYPE GMP PIPE INLET( c REMOVE PORTION OF 300 mm CSP( d DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 48.6/4903 43 178 REGIS R -D CI ENGINEER DATE �o eR°F sIONq` IMOTHY T. HAILE z April 28, 2011 m PLANS APPROVAL DATE cr No. 72109 .2. THE STATE OF CALIFORNIA OR ITS OFFICERS Xp.6/3.0/1 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT -CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED ATF °F CALZF���� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 450 mm RCP h i ':�GOL Y d TYPE -E)+---4.3 INLET WITH 80 mm TYPE OL -4.3 INLET WITH 80 mm g / i . GUTTER DEPRESSION GUTTER DEPRESSION .- •. 600 mm RCP ABANDON Exist r { b 450 mm Conc FES TYPE GMP PIPE INLET RSP (FACING Cl ABANDON Exist 600 mm CSP q 9 a 9 METHOD B) SEE DD -2 FOR DETAIL s TYPE G2 DI e .. EROSINCON H CONTROL (HYDROSEED, 600 mm RCP d!;,m:- SIDE GUTTER SEEDMX) 44j A=376.:02 M2 (SEE LAYOUT SH E.ETS �® �. G GRAD"E TO DRAIN vj EROSION CONTROL (HYDROSEED, SEED MIX 2) E t S A�-497.9 M2-�� / pis FE w A=558° 07 M2 GRADE TO DRAIN1 c,, vj .Exist _ I.. .,-.- - �/ �5- /...:................... -a No.0B OE45.04............: EROSI4N..C.O.NTROL 1O SEEVEGEDDT2DFORADETAIL CONTRACT t ....................... .............. - 13 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I i I i I USERNAME => peruz DGN FILE=>0800000086ia002.dgn C.C.A. DATE I 1 e R.I. NAME WARD MAXWELL ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN DRAINAGE PLAN GRADING PLAN SCALE: 1:500 D-2 CU 08224 EA OE4501 Zoe o Zes Ln 0 CV z 00 Ln �Ln Ln M o ww Oo J J W W o� U) x x U) m C) W W cr V) w I— w a o oc m w C-) Qw o �z w UU ®1 U) W QW = Up U I — , 1.� :: _.► : " •LNLET .: EROSION CONTROL :• 2 e • � . :.."." � ,. ••� s (HYDROSEED SEED MIX 1 ) U" ..:.- C A ...- •....� TYPE G D.O.._ • fl c . ." "� .:."� ;:.. . - .. � . ;-...' • �. ,, --.. .• :....:: ���... :: � ..-- - ,.. •. _ ... � , ",..�••:- _ - _ ��-- • .::.:: �, ®� .._ • : �. �. =. •�. �... .. L TRA.N•S .-� ���� - b-. H�IA OS:D A-115.3 M2 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 48®6/4903 44 178 4/26/11 RpF ES S I� REGIST ED CIVIL ENGINEER DATE �o e �4 IMOTHY T. HAILE z April 28, 201 1 m PLANS APPROVAL DATE � No. 72109 THE STATE OFF CALIFORNIA OR I TS OFFICERS xp.6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED 9TF of CATIVO �1 COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 0_gF-450_q CONTRACT N®® 10-31 _ 1 3_-- C.C.A. DATE R.E. NA@�E WARD NOTE: EROSION CONTROL (HYDROSEED) SHALL BE APPLIED TO ALL FINISHED SLOPES IN ACCORDANCE WITH CALTRANS STORM WATER CONSTRUCTION GUIDE AND THE SPECIAL PROVISIONS. FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE° ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN DRAINAGE PLAN GRADING PL -AN CU 08224 SCALE: 1 :500 EA OE4501 Zai' ldy tis z co Ln �Ln LM II li o� ww 00 J J ww o� z �- o O w QLc) J O LL - a w N a a e p O J Q _ z ' a oc m w C-) Qw o �z w UU ®1 U) W QW = Up U I — , 1.� :: _.► : " •LNLET .: EROSION CONTROL :• 2 e • � . :.."." � ,. ••� s (HYDROSEED SEED MIX 1 ) U" ..:.- C A ...- •....� TYPE G D.O.._ • fl c . ." "� .:."� ;:.. . - .. � . ;-...' • �. ,, --.. .• :....:: ���... :: � ..-- - ,.. •. _ ... � , ",..�••:- _ - _ ��-- • .::.:: �, ®� .._ • : �. �. =. •�. �... .. L TRA.N•S .-� ���� - b-. H�IA OS:D A-115.3 M2 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 48®6/4903 44 178 4/26/11 RpF ES S I� REGIST ED CIVIL ENGINEER DATE �o e �4 IMOTHY T. HAILE z April 28, 201 1 m PLANS APPROVAL DATE � No. 72109 THE STATE OFF CALIFORNIA OR I TS OFFICERS xp.6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED 9TF of CATIVO �1 COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 0_gF-450_q CONTRACT N®® 10-31 _ 1 3_-- C.C.A. DATE R.E. NA@�E WARD NOTE: EROSION CONTROL (HYDROSEED) SHALL BE APPLIED TO ALL FINISHED SLOPES IN ACCORDANCE WITH CALTRANS STORM WATER CONSTRUCTION GUIDE AND THE SPECIAL PROVISIONS. 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'. , .,* ;.: .� . m I : : 1 : : �, I - � ............ .. . '. . . . , a . `::-.:-, - . . , . r . ..... . . � : I . - , . . . . . . . . . . . -1 . : ..... - I , , . , . . - . - . - . . , -, - L m I : : : �; . . . .* - . � - ." ......'....'. .. .. . . . . . -s"". � ....: '. .� ....... -.. ,� � NOTE: - _ . . . . . : : . . . - : � - ...... .. . - . THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT I I I I I I I I I DGN FILE => 4256i(3004.dgn EROSION CONTROL (HYDROSEED) SHALL BE APPLIED TO ALL FINISHED SLOPES IN ACCORDANCE WITH CALTRANS STORM WATER CONSTRUCTION GUIDE AND THE SPECIAL PROVISIONS. FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. , ---",- , I ' I '-_ L�� "I - - 6; - A , . ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN DRAINAGE : PLAN GRADING PLAN SCALEO. 1 :500 EA OE4501 D-4 206-705 x 0 Ld V) m 0 w W rr w > F- ill a o o) - C) co m w �o Qw o �z w Nef C-) U J (n w Qw U® U w O � H a w G~C w x--- N N n x Ir a W o° Lnz � o x = o ° I- Q0 O J 00 0 0 Q n o � 0 Ld z 0 p Q 00 o) - C) co m w �o Qw o �z w Nef C-) U J (n w Qw U® U F w O � H Q G~C w x--- N n x Ir W Lnz > U ocr- d ° I- Q0 Z F-- 00 0 0 Q n o 0 Ld Nef 0 p D' F l') THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I I I I I NOTE® 1 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 4806/49.3 46 178 4/26/11 - Rp'FSSio REGIST ED CIVIL ENGINEER DATE Q Nq April 28, 2011 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 <� � IMOTHY T. HAILErn z Ld No. 72109 xp.6/30/12 s� CIVIL P 9TF OF CAL1Fp���' RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 EROSION CONTROL (HYDROSEED) SHALL BE APPLIED TO ALL FINISHED SLOPES IN ACCORDANCE WITH CALTRANS STORM WATER CONSTRUCTION GUIDE AND THE SPECIAL PROVISIONS. FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. USERNAME=>peruz DGN FILE=>08000000861c005.dan CONTRACT No® p8--OF4504 C.C.A. DATE L R.E. NAGE WARD MAXWE� ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN DRAINAGE PLAN GRADING PLANS CU 08224 SCALE: 1 :500 EA OE4501 D-5 Ln 0 CV I z 00 Ln �Ln 12 00 ww 00 _IJ ww Q� o� z 00 w QLc) J O O Q G~C x Lo Lnz a ocr- ° I- Q0 L 00 0 o 0 z 0 w 00 Lam. 0. >, W Q D m Q Qcr- z o n LL- o J o Q Q U Q0 Ln x N 4 oW 0 ,N a a 0 l') THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I I I I I NOTE® 1 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 4806/49.3 46 178 4/26/11 - Rp'FSSio REGIST ED CIVIL ENGINEER DATE Q Nq April 28, 2011 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 <� � IMOTHY T. HAILErn z Ld No. 72109 xp.6/30/12 s� CIVIL P 9TF OF CAL1Fp���' RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 EROSION CONTROL (HYDROSEED) SHALL BE APPLIED TO ALL FINISHED SLOPES IN ACCORDANCE WITH CALTRANS STORM WATER CONSTRUCTION GUIDE AND THE SPECIAL PROVISIONS. FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. USERNAME=>peruz DGN FILE=>08000000861c005.dan CONTRACT No® p8--OF4504 C.C.A. DATE L R.E. NAGE WARD MAXWE� ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN DRAINAGE PLAN GRADING PLANS CU 08224 SCALE: 1 :500 EA OE4501 D-5 Ln 0 CV I z 00 Ln �Ln 12 00 ww 00 _IJ ww Q� o� z 00 w QLc) J O x X i V) m Ld Ld w I— Ld a 01-1 o Ld a J N Q F- ry r p F- 0 J Q F— z a ry C) CO m w �--o a Lu o �z w U U _j Ld <W = U0 U Z O H Q H C= Q cl- x Z Q a' H cq IZ 0 Z ori LL1 0 CL • 'IW L > / Q a Z c GC 0 O L L.L. i n J wCC U C-0 LA- Lo X c\ C) oLLJ X / N a a 0 V e tric DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No• SHEETS 8 Riv 15 4806/4903 47 178 'I —4/26/11 ROFESS jo RE R D CIVIL ENGINEER DATE �a e Nq�,: IMOTHY T. HAILE April 28, 2011 m ul ............... No. 72109 rri APPROVAL DATE � .. ._........ ......:....... .......:...............THZ� XP. 6/30/12 � 0 :. OR AGENTS SHAL OF AL I �ORBE NZA OR ITS OFFICZWS RESPO�I/SIBL E FOR sr P ..:, THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CIVIL Fp��l :. ......... a ... COPIES OF THIS PLAN SHEET ................................ ............ . _... Lt.l............ .........................:::::::::;::.::::.::'::: RBF CONSULTING E ........... ..... ; . TE 10 ..:.:..': : ; . E. GUASTI RD,S 0 4080 LEMON STREET :......... NTARI A 91761 RIVERSIDE, CA 501 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE ®ORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I I I DGN FILE => 4256 i a006 . don CU 08224 SCALE: 1:500 EA OE4501 D.7.6 206-707 Ld _ F - C9 0' Ld X--- n W > U O 1--+ Of z I�- 0 Q 0_ W Y In ry Z O H Q H C= Q cl- x Z Q a' H cq IZ 0 Z ori LL1 0 CL • 'IW L > / Q a Z c GC 0 O L L.L. i n J wCC U C-0 LA- Lo X c\ C) oLLJ X / N a a 0 V e tric DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No• SHEETS 8 Riv 15 4806/4903 47 178 'I —4/26/11 ROFESS jo RE R D CIVIL ENGINEER DATE �a e Nq�,: IMOTHY T. HAILE April 28, 2011 m ul ............... No. 72109 rri APPROVAL DATE � .. ._........ ......:....... .......:...............THZ� XP. 6/30/12 � 0 :. OR AGENTS SHAL OF AL I �ORBE NZA OR ITS OFFICZWS RESPO�I/SIBL E FOR sr P ..:, THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CIVIL Fp��l :. ......... a ... COPIES OF THIS PLAN SHEET ................................ ............ . _... Lt.l............ .........................:::::::::;::.::::.::'::: RBF CONSULTING E ........... ..... ; . TE 10 ..:.:..': : ; . E. GUASTI RD,S 0 4080 LEMON STREET :......... NTARI A 91761 RIVERSIDE, CA 501 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE ®ORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I I I DGN FILE => 4256 i a006 . don CU 08224 SCALE: 1:500 EA OE4501 D.7.6 206-707 x n W V) co e--� in LTJ LTJ of w F- LU Q 0 n NN >- Q co Ld co I-- C QLu J Z uj (D U1 U V) LTJ Qw Um U 361 TOTAL ;, „: _ _ COUNTY ROUTE 000 r?+ : TTT7 : 1 7l` 4-OQ 70F,I I I TIOTAL PROJETEROCT 5 No T DIST 5 EETS w• �z m m z N° F7I�llk.► W G ...::� ...F. r .�.... VU -1 - ---- - ........ .. ..... ....... ....... ........ .... ........ ........ ........ ....... ........ ....... .. ... - -- -- - --- --- -- ---. .... ....... ........ ...... ....... .. ........ FG: : b: : :RBF CONSULTING COUNTY OF RIVERSIDE PIPE :INLET: :_ 359 39 TYPE :OL 2.1 INLET (H 1 X46) :SEE DD -2 FOR :DETAIL: 3300 E. GUASTI RD,STE 100 40$0 LEMON STREET ..........................................................................................................................---------------.....................................---- ----. :.....................................................:............:..........................:............:............:.................................:............:.........:...........:........:..........:............:.........._ .. 4 FL Elev :350.29 GRATE TYPE: 9OOR :ONTARIO CA 91701 RIVERSIDE CA 92501 GI � 9 9 J 34 Lu II ii J - _.... . 9n6OQ: Rt ITT2. 1- 72 5-3.328 .............. ..:.. ..:.. ..,.. ..,.. ..,... ..�... ..... .. c� --------- ---- ----- --- -.... . ---- ---- .. ...-- --- ----- -----------. -----------.. ------------.------. ....... _... Lu -- T.YPE GDO DI (:H=2.83) x � ................ ..........:..........:............: :........................ ........ ........ ........ ........ ........ ...... . 2 GRATE TYPE 600.12. w GRATE FL Eley 350..65: : > U II � II Rt R ITT 1 Z 9 600 2 72.65 69 a..... ........ ....... ...... ........ ..... ...... ...... ... ..... ... ....... ........ ....... ........ ........ ........ ........ ...... ........ ....... ....... ........ ........ ........ ........ ........ ........ .... ........ ....... .... ........ .... ....... ....... ........ ........ ....... 352 :.. ..:... ..:.. ........ ...... ....... ........ ........ ....... ........ ........ ........ ........ .... ........ 35 2 w z 0 e 0 x cmz yac o LL- C) 0 r) Z Ln W 'CL -'W C) p 0 > / a d U) G O' L d J o Q Q V U Qo LL- Ln N V Ouj r- / tn Q D / 350 • 346 206-708 0 N n W W C J J CL IL W W Q X r 0 .I Q ~ Z Q ry NN >- Q co Ld co I-- C QLu J Z uj (D U1 U V) LTJ Qw Um U 361 TOTAL ;, „: _ _ COUNTY ROUTE 000 r?+ : TTT7 : 1 7l` 4-OQ 70F,I I I TIOTAL PROJETEROCT 5 No T DIST 5 EETS w• �z m m z N° F7I�llk.► W G ...::� ...F. r .�.... 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GUASTI RD,STE 100 40$0 LEMON STREET ..........................................................................................................................---------------.....................................---- ----. :.....................................................:............:..........................:............:............:.................................:............:.........:...........:........:..........:............:.........._ .. 4 FL Elev :350.29 GRATE TYPE: 9OOR :ONTARIO CA 91701 RIVERSIDE CA 92501 GI � 9 9 J 34 Lu II ii J - _.... . 9n6OQ: Rt ITT2. 1- 72 5-3.328 .............. ..:.. ..:.. ..,.. ..,.. ..,... ..�... ..... .. c� --------- ---- ----- --- -.... . ---- ---- .. ...-- --- ----- -----------. -----------.. ------------.------. ....... _... 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U �. w i m a 0 a LL.. o J. o a / QQLL- Ln x N ®' O W' O Q' j Q a 0 352 mile] IMF: • 355 353 351 349 •w. 350 346 Station Exc M3 Emb RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I I I I_ I USERNAME _> peruz DGN FILE=>0800000086ib002odgn CU 08224 EA OE4501 Sawa Ia > �e Ld � I U) T) 0 x Ki P-4 Ep En 70 Q0 LL. 00o 0 0 0 1-- 0 0 0 oo =E 0 L D m IQ < -F- 0 C> m V- o _j u Ln C\li O LLJ 0 < ----------- ------------ --- ----------------- -------------------- --- -- ------------- ........ ........ --------- ---------- ------------------------------------ ------- -TV 5 -- ------- --- -- - -- --- --- -- -------- - --- --- --- --- --- -- --- -- --- --- -- - --- -- --- ---- -- --- ------- --- --- --- --- ----------- -- --- --- --- --- --- E - 12:.298 Rt -2-1 85 TT 5'-:� 3 -OT--ClT---'PN ----- P.. -L -A -CE- -- -- ---- - -7---- -'*'. 1 - I --------- -- --------- ----------- ------------------------ ----------- ----- ------ ---------------- ------- - ------ ---- - --------- ------------ ....... - ------ - U U-U--� .... 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L -T -i --- --- ljj--�)i --- --- I - - f - -14- -b-U------- ----- -_:. --v ------ e; PR TYPE :G2 :DI (H-1 .67) - ----------------- - ... ------ - --------------- .... -------------- ------- ......... - -------- I ------------- -------- ----------- ----------------- -------- - --- ----- ---- ---- ------- ---------- ------------ ------------ ----------- ...... -------- ---------------- ------------------ ------- ....... ------------ --------- --------------- ------------------ ---------------- --- & ------------------------ ------------------------------------------ ------------ ----------- !--- ------------------- - -------- ------ f- I I A M TYPE- --- ------- --- --- --- -------------- --- ------- --- --- - - -- ------ --- --- ------ --- ---- -- ------- --- --- --- --- - ---G,R-A-T E.-.- 677 5: 32: 10:.300 Rt + G RA T E FL El::ev,: 354.51 ''1 T T' 356 ------- ------------- --------------- -------- --- -- --- - --- - ------- -- 354 352 354 352 350 WE* Stat 1 on Exc m Emb RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => peruz IS IN MILLIMETERS I I I I I I I I I DGN F ILE => 08000000861 b003 dgn CU 08224 EAOE4501 :A54'aulto Ln O- c\j 00 Ln In 00 LLJ LLJ 00 --i -i a_ CL LLJ LLJ F -- C) o C) Li <cf) Lo -j � 0, Lj- LL- < Lu I Lu --i 1-1 NJ < I -- rr w > u x 0 P-4 r,r Z I -- C) < a_ W W Ki P-4 Ep En 70 Q0 LL. 00o 0 0 0 1-- 0 0 0 oo =E 0 L D m IQ < -F- 0 C> m V- o _j u Ln C\li O LLJ 0 < ----------- ------------ --- ----------------- -------------------- --- -- ------------- ........ ........ --------- ---------- ------------------------------------ ------- -TV 5 -- ------- --- -- - -- --- --- -- -------- - --- --- --- --- --- -- --- -- --- --- -- - --- -- --- ---- -- --- ------- --- --- --- --- ----------- -- --- --- --- --- --- E - 12:.298 Rt -2-1 85 TT 5'-:� 3 -OT--ClT---'PN ----- P.. -L -A -CE- -- -- ---- - -7---- -'*'. 1 - I --------- -- --------- ----------- ------------------------ ----------- ----- ------ ---------------- ------- - ------ ---- - --------- ------------ ....... - ------ - U U-U--� .... 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L -T -i --- --- ljj--�)i --- --- I - - f - -14- -b-U------- ----- -_:. --v ------ e; PR TYPE :G2 :DI (H-1 .67) - ----------------- - ... ------ - --------------- .... -------------- ------- ......... - -------- I ------------- -------- ----------- ----------------- -------- - --- ----- ---- ---- ------- ---------- ------------ ------------ ----------- ...... -------- ---------------- ------------------ ------- ....... ------------ --------- --------------- ------------------ ---------------- --- & ------------------------ ------------------------------------------ ------------ ----------- !--- ------------------- - -------- ------ f- I I A M TYPE- --- ------- --- --- --- -------------- --- ------- --- --- - - -- ------ --- --- ------ --- ---- -- ------- --- --- --- --- - ---G,R-A-T E.-.- 677 5: 32: 10:.300 Rt + G RA T E FL El::ev,: 354.51 ''1 T T' 356 ------- ------------- --------------- -------- --- -- --- - --- - ------- -- 354 352 354 352 350 WE* Stat 1 on Exc m Emb RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => peruz IS IN MILLIMETERS I I I I I I I I I DGN F ILE => 08000000861 b003 dgn CU 08224 EAOE4501 :A54'aulto Ln O- c\j 00 Ln In 00 LLJ LLJ 00 --i -i a_ CL LLJ LLJ F -- C) o C) Li <cf) Lo -j � 0, X Ld x r F- F- m 0 Ld (3 < F— o Lli Ld Of r,r 0 Ld F— Ld < F- of r) -------------------------------- ............ ............. I ............ --------------- -- SHEET TOTAL ...... ......................... ........ ------------ ....... ............. I ............. I ------------- ------- ------------- ------------ --------- ....... ............ ....... ....... ......... .................. ....... ............ ------- ............. I ............. I ........... ---- -- ...................................... I ---------- ........................ ............ ............ .......... ........................... - ............. .... ..................... I ....... I ............ ............ .......... KILOMETER POST DISTI COUNTY ROUTE m m TOTAL PROJECT No SHEETS ..................................... ----------- ......... ............ ............. L-- ...... ............................ ............................... ....... .... ....... ....... .............. ................. ................... ......... ------- ---------- ........... ......................... ................ ............ ............ ......... .................. ......... ............ ............ ............ ........... ........ ............. ........ ...... . ......... ................... ................... ............ ............ ......................................... .............. ... . ...... ....... ...... 8 R 'i v 15 48.6/49.3 51 178 A 1%21 kz JLd353 N < F— RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I I I I I I I I I � DGN FILE => 4256 1 b004.dqn �CU 08224 EA OE4501 357 355 359 3-57 355 AL. 711 vu < 00 0 2: r- 0 Ln Ld x r F- F- m 0 (3 < F— z W r,r RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I I I I I I I I I � DGN FILE => 4256 1 b004.dqn �CU 08224 EA OE4501 357 355 359 3-57 355 AL. 711 vu < 00 0 2: r- 0 Ln Ld F- m F— (3 rr LLJ n W 0 z F- < n W 357 C= 355 x c o CD (5 LO c\j c La C= a - Lu 353 f= > Lo c cn < U CU Lo X C\j o LL. LLJ < < Station - m 3 F E xc F Emb RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I I I I I I I I I � DGN FILE => 4256 1 b004.dqn �CU 08224 EA OE4501 357 355 359 3-57 355 AL. 711 vu < 00 0 2: r- 0 Ln X X m cl W Ld Ld H- Ld <r o ®� I I 12—H BARS 100 mm C—C,--'— I ROUND EDGES rrI 2-G BARS 2-#25 BARS (1350 mm OPENING ONLY) Me 10101 10 2Z JELE PER PLAN V PER FILE 100 mm C -C �T ' ( 130 mm D, E BARS UNDISTURBED EARTH MINOR CONCRETE 4—#25 BARS -7 (1350 mm OPENING ONLY) SECTION N -M -P' -0 PROJECTED ON P -P' -0 TIE BARS F BARS (ALL FACES) (ALL FACES) a * r T �B � T i i ®+ '� SECTION G.G TABLE OF VALUES FOR T I Ld 600 Ld Q J ,-, J N .Q I- X F— c rlr a Ld X--- o N a z Q w > CO Ld Ld m I- o Qw M -1 Z Ld =)(D 0 U �' U —I CIi Ld aw U C) t� ®� I I 12—H BARS 100 mm C—C,--'— I ROUND EDGES rrI 2-G BARS 2-#25 BARS (1350 mm OPENING ONLY) Me 10101 10 2Z JELE PER PLAN V PER FILE 100 mm C -C �T ' ( 130 mm D, E BARS UNDISTURBED EARTH MINOR CONCRETE 4—#25 BARS -7 (1350 mm OPENING ONLY) SECTION N -M -P' -0 PROJECTED ON P -P' -0 TIE BARS F BARS (ALL FACES) (ALL FACES) a * r T �B � T i i ®+ '� SECTION G.G TABLE OF VALUES FOR T B (mm) Ld 600 150 #15 Gd 150 C—C T I E BARS — #10 @, 450 C—C X F— c rlr Ld X--- N fi- oc w > U o z F- 0 a n Ld o Of ®� I I 12—H BARS 100 mm C—C,--'— I ROUND EDGES rrI 2-G BARS 2-#25 BARS (1350 mm OPENING ONLY) Me 10101 10 2Z JELE PER PLAN V PER FILE 100 mm C -C �T ' ( 130 mm D, E BARS UNDISTURBED EARTH MINOR CONCRETE 4—#25 BARS -7 (1350 mm OPENING ONLY) SECTION N -M -P' -0 PROJECTED ON P -P' -0 TIE BARS F BARS (ALL FACES) (ALL FACES) a * r T �B � T i i ®+ '� SECTION G.G TABLE OF VALUES FOR T B (mm) T (mm) 600 150 NOTES: #13 BARS 0.450 C -C BOTH WAYS TO BE USED WHEN B IS 1.800 OR MORE 2—#25 BARS TOP 4—#25 BARS BOTTOM ( 1 z�n .,°,m nDeni r Kir'- nnii V 7TH v BARS BARS %RS OPENING ONLY) S ENING ONLY) 1. VALUES FOR ' A' , ' B' , AND 'L' ARE SHOWN ON THE PROFILE. 2. D, E, H, AND G BARS ARE FOR UP TO 1350 OPENING ONLY. REFER TO CALTRANS STD. PLAN D82 'UTILITY OPENING' FOR THE CONSTRUCTION OF THE 0.600 AND 0.900 DIAMETER RCB AND RC CHANNEL WALL OPENING. 3. REINFORCING STEEL SHALL BE 0.038 CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON STD. PLAN D80, AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. OMIT H BARS WHEN SOFFIT OF SPUR IS 0.300 OR LESS BELOW SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS 0.300 OR LESS ABOVE FLOOR OF MAIN LINE. 4. STEEL SCHEDULE: DIA B (mm) D,E,H,G BARS F BARS 600 f #16 #15 Gd 150 C—C T I E BARS — #10 @, 450 C—C 5. JUNCTION STRUCTURE SHALL BE POURED MONOLOTHIC WITH MAIN LINE STORM DRAIN OR MANHOLE. 6. FLOOR OF STRUCTURE SHALL BE STEEL—TROWLED. 7. TRANSVERSE JOINTS ALONG THE RCB OR RC CHANNEL SHALL NOT BE ALLOWED WITHIN 4.500 OF THE CENTERLINE OF THE OPENING. MODIFIED JUNCTION STRUCTURE - PIPE TO RCB NO SCALE THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I etric Ilk A ----- --------- ---- 1 1300 mm Mall FINISH 1 r FLUSH WITH I �' DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No. I SHEETS 8 Riv 15 4806/4903 52 1178 ' 4/26/11 RI G SS10 RE D CIVIL ENGINEER DATE �o Q N4 IMOTHY T. ti HAILE April 289 2011 ( m ui No. 72109 m PLANS APPROVAL DATE � � THE STATE OF CAL IFORNIA OR ITS OFFICERS XP.6/3OI12 OR AO£NTS SIAL L NOT BE RESPONSIBL £ FOR CIVIL P TH£ ACCURACY OR C01YPL £TEN£SS OF SCANN£IJ qTF OF CAL IS PLAN SHEET COPIES OF TH RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 REMOVE Exist CSP PER PLAN SAWCUT INSIDE OF RCB ° E v o p• p O f I Fl- -, - I \ \ I -------------- JUNCTION ---------- JUNCTION STRUCTURE CAP & PLUG - CSP TO RCB USERNAME=>JHOFERT DGN FILE =>4256ic001°dgn DRAINAGE DETAIL SCALE 1:500 CU 08224 EA OE4501 S DD-1 206-712 x x Ln CD 0 w w v� Lu a n z 0 Q 0 x cn z c N L- O 0 U � z W 0 Q W �o > 0 n z oc °o s o J CD e a V U �LL- X c\j Q o oQ ;N a Q 0 A 1 .5 1 .5 FS L�� L/2 TYP _ L ' p s 90° A NEW OR EXIST PIPE #13 9 300 mm 90OR GRATE �B ,ivim k,V, .) AREA ) v NOTES: NEW OR EXIST PIPE r I � 1 ' o I OJO I ' I ; � Q A PLAN 1. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR, V AND `T' SHALL BE THOSE OF THE LARGER PIPE. D=D1 OR D2, WHICHEVER IS GREATER. 2. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 3. 'b' BARS TO BE HOOKED AROUND LONGITUDINAL REINFORCEMENT. ROTATE BARS AS NECESSARY. 4. JOIN PIPES AT INVERTS. 5. CONCRETE COLLAR AS SHOWN IS ADEQUATE FOR UP TO 12.0 OF FILL. CONCRETE COLLAR (N) w w w w <t J ,-, J N Q R- 4501 0.30 125 600 0.30 150 900 0.45 _ o X--- 250 O 12001 0.45 250 a 250 w 275 a 275 15 15 > am w m �--o <w o _jz w ::) cD 0 U1U J ( L LJ <c w = Ua U z 0 Q 0 x cn z c N L- O 0 U � z W 0 Q W �o > 0 n z oc °o s o J CD e a V U �LL- X c\j Q o oQ ;N a Q 0 A 1 .5 1 .5 FS L�� L/2 TYP _ L ' p s 90° A NEW OR EXIST PIPE #13 9 300 mm 90OR GRATE �B ,ivim k,V, .) AREA ) v NOTES: NEW OR EXIST PIPE r I � 1 ' o I OJO I ' I ; � Q A PLAN 1. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR, V AND `T' SHALL BE THOSE OF THE LARGER PIPE. D=D1 OR D2, WHICHEVER IS GREATER. 2. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 3. 'b' BARS TO BE HOOKED AROUND LONGITUDINAL REINFORCEMENT. ROTATE BARS AS NECESSARY. 4. JOIN PIPES AT INVERTS. 5. CONCRETE COLLAR AS SHOWN IS ADEQUATE FOR UP TO 12.0 OF FILL. CONCRETE COLLAR (N) REINF. SPACING w T (mm)(mm)(mm , a, /b 300 0.30 F- 10 30 4501 0.30 125 600 0.30 150 900 0.45 250 a30C X--- 250 n 12001 0.45 250 1350 0.45 250 w 275 1650 0.53 275 15 15 > U O llf Z F- 0 Q 1 4 nn 1..l� W a rlr z 0 Q 0 x cn z c N L- O 0 U � z W 0 Q W �o > 0 n z oc °o s o J CD e a V U �LL- X c\j Q o oQ ;N a Q 0 A 1 .5 1 .5 FS L�� L/2 TYP _ L ' p s 90° A NEW OR EXIST PIPE #13 9 300 mm 90OR GRATE �B ,ivim k,V, .) AREA ) v NOTES: NEW OR EXIST PIPE r I � 1 ' o I OJO I ' I ; � Q A PLAN 1. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR, V AND `T' SHALL BE THOSE OF THE LARGER PIPE. D=D1 OR D2, WHICHEVER IS GREATER. 2. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 3. 'b' BARS TO BE HOOKED AROUND LONGITUDINAL REINFORCEMENT. ROTATE BARS AS NECESSARY. 4. JOIN PIPES AT INVERTS. 5. CONCRETE COLLAR AS SHOWN IS ADEQUATE FOR UP TO 12.0 OF FILL. CONCRETE COLLAR (N) #13 "a" BAR oil _la I ° la - I 50 mm CLR I• O� I ° (TYP) I• I F .I lol lol 0 mm CLR -YP);- SECTION B -B etric 1 #1 3 ' b l BAR 13 Cd, 300 mm DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT N0° SHEETS 8 R i v 15 4806/4903 53 178 4/26/11 RpFESSIO RE R D CIVIL ENGINEER DATE �a Q N9� IMOTHY T. HAILE April 28, 2011 0 m PLANS APPROVAL DATE- � No. 72109. ,� xP.6/30/12 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNEDqTE aF CALIV COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 4050 r AoSa 13 c 1.4 EROSION CONTROL (HYDROSEED) 60mm 1 .5 _L 1 .5 SECTION A -A GCP/GMP HMA APRON (FORCED SAG) 2 e 5 e 7 a D= PER SECTION IIC-CII STD PLN 6 x D D87D OR D=PIPE DIA. OR 4 FLUME WIDTH 1 Q O OV -00° °oP o �� Poo 0 0 0 C - -----RSP °°� 0 o � 00 00° 0� .00 0000 0 (x'0°0 Ooo O o 0.3 CURB FACE FL OUTLET CONDITION PER PLAN (FES SHOWN) OR STD PLN D87D TOE OF FILL FOR CURB INLET STANDARD CURB INLET CALLOUT jj 0°0.o00d 00 °000oo0--- RSP FABRIC RSP 00.00 00 0° 00. 00co0 d FACING Cl, METHOD B � -0.3 RSP (FACING Cl, 6 x D METHOD B) PLAN SECTION C -C ROCK SLOPE PROTECTION AT PIPE OR OUTLET 9OO 11 b *e THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I CONTRACT No.UILT - C.C.A. DATE _ _ 10-3 -1 -1 3 R.E. OM -A_ D MA)VuELL USERNAME =>JHOFERT DGN FILE=>4256ic002.dgn 0.1 5i INN FL ELEV PER DRAINAGE PROFILE ----'-0.6 BIOFILTRATION SWALE Oo aq 3.6 EROSION CONTROL (HYDROSEED) 0.3 FL ELEV PER � DRAINAGE PROFILE 1,2 �.N VEGETATED SWALE 0 I Q � CV I 0000 „ 00 ww ALL DIMENSIONS ARE IN o0 METERS UNLESS OTHERWISE SHOWN ww o DRAINAGE DETAILS I w SCALE 1 500 DD-2cn < Ln -j O' CU 08224 EA OE4501 206-7/3 REINF. SPACING DL (mm) T (mm)(mm)(mm , a, /b 300 0.30 100 30 4501 0.30 125 600 0.30 150 900 0.45 250 a30C 1050 0.45 250 12001 0.45 250 1350 0.45 250 1500 0.53 275 1650 0.53 275 15 15 1800 0.60 3007 #13 "a" BAR oil _la I ° la - I 50 mm CLR I• O� I ° (TYP) I• I F .I lol lol 0 mm CLR -YP);- SECTION B -B etric 1 #1 3 ' b l BAR 13 Cd, 300 mm DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT N0° SHEETS 8 R i v 15 4806/4903 53 178 4/26/11 RpFESSIO RE R D CIVIL ENGINEER DATE �a Q N9� IMOTHY T. HAILE April 28, 2011 0 m PLANS APPROVAL DATE- � No. 72109. ,� xP.6/30/12 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNEDqTE aF CALIV COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 4050 r AoSa 13 c 1.4 EROSION CONTROL (HYDROSEED) 60mm 1 .5 _L 1 .5 SECTION A -A GCP/GMP HMA APRON (FORCED SAG) 2 e 5 e 7 a D= PER SECTION IIC-CII STD PLN 6 x D D87D OR D=PIPE DIA. OR 4 FLUME WIDTH 1 Q O OV -00° °oP o �� Poo 0 0 0 C - -----RSP °°� 0 o � 00 00° 0� .00 0000 0 (x'0°0 Ooo O o 0.3 CURB FACE FL OUTLET CONDITION PER PLAN (FES SHOWN) OR STD PLN D87D TOE OF FILL FOR CURB INLET STANDARD CURB INLET CALLOUT jj 0°0.o00d 00 °000oo0--- RSP FABRIC RSP 00.00 00 0° 00. 00co0 d FACING Cl, METHOD B � -0.3 RSP (FACING Cl, 6 x D METHOD B) PLAN SECTION C -C ROCK SLOPE PROTECTION AT PIPE OR OUTLET 9OO 11 b *e THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I CONTRACT No.UILT - C.C.A. DATE _ _ 10-3 -1 -1 3 R.E. OM -A_ D MA)VuELL USERNAME =>JHOFERT DGN FILE=>4256ic002.dgn 0.1 5i INN FL ELEV PER DRAINAGE PROFILE ----'-0.6 BIOFILTRATION SWALE Oo aq 3.6 EROSION CONTROL (HYDROSEED) 0.3 FL ELEV PER � DRAINAGE PROFILE 1,2 �.N VEGETATED SWALE 0 I Q � CV I 0000 „ 00 ww ALL DIMENSIONS ARE IN o0 METERS UNLESS OTHERWISE SHOWN ww o DRAINAGE DETAILS I w SCALE 1 500 DD-2cn < Ln -j O' CU 08224 EA OE4501 206-7/3 X X X X J U Caltrans DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noo SHEETS 8 Riv 15 4806/4903 54 178 Ir v 4/26/11 RE D CIVIL ENGINEER DATE o QR°FEssloNq` 'IVIMOTHY T. HAILE April 28, 2011 m PLANS APPROVAL DATE ui No. 72109 z � THE STATE OF CALIFORNIA OR ITS OFFICERS XP, 6/30/12 OR AOENTS SHAL L NOT BE RESPONSIBL E FOR CIVIL P THE ACCURACY OR CO FZ ETENESS OF SCANNED 9TFOF CALIF COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 0 ® Z (n W Q :z z a LL- w LL- Lda J J � N X F- c Of x--- CSP w W Q C) W Q J =J w Uc�n Q �--� -J:a a- N 0 J w Q _ cl AND Q > D' (F) w � W O F- W V) Z Q m J Z �Q �z cn O .=. ~ 0 Om (N) W > O U � >< Q W m F- z LLJ 0 _jz w D (D �:z CU '-' U J V) W Qw w U0 U X X J U Caltrans DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noo SHEETS 8 Riv 15 4806/4903 54 178 Ir v 4/26/11 RE D CIVIL ENGINEER DATE o QR°FEssloNq` 'IVIMOTHY T. HAILE April 28, 2011 m PLANS APPROVAL DATE ui No. 72109 z � THE STATE OF CALIFORNIA OR ITS OFFICERS XP, 6/30/12 OR AOENTS SHAL L NOT BE RESPONSIBL E FOR CIVIL P THE ACCURACY OR CO FZ ETENESS OF SCANNED 9TFOF CALIF COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 0 ® Z (n W Q :z z a W Q :z z Q a w F- J Z >wa O w o' t ---i 0-Q O W o' J > ZD U \ W W W 0_ ~ Z o z 4 m Q F- X F- c Of x--- CSP w W Q C) W Q J =J w Uc�n Q �--� -J:a a- N D_ (F) ^ W W ZD W C .) OC U= F- O Lf) 0' 0_0 Oz z ,� '-' w z �--� O m CU O W = �- O W 0_ •• W- 0_ U cnU �'-' U Q o Li -- z ® U W �- o �- W W OJ �� �~ U co o Q w w AND GRATE > U (F) w � W O F- W V) Z Q m J Z �Q �z cn O .=. ~ 0 (N) �- J Z ~ LL O � ~ w _ (N) W > O U � >< Q (N) = W a- >- F - F- z O � = 0' --- >< p J W Oo' O d U W W Z L/) _ cno O }- �=�= W -- z F -- DESCRIPTION c3 a O Z w V) W Q z -- a o 1-4 0- E E 0 Ln v E E 0 C> E E 0 Ln r- E E 0 CD rn w E E 0 o <o E E 0 Ln r- 0 0' c� o O O w Q W W Q -� 0- m LL] w W = c� W (' Q U >- W Q cn X X J U Caltrans DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noo SHEETS 8 Riv 15 4806/4903 54 178 Ir v 4/26/11 RE D CIVIL ENGINEER DATE o QR°FEssloNq` 'IVIMOTHY T. HAILE April 28, 2011 m PLANS APPROVAL DATE ui No. 72109 z � THE STATE OF CALIFORNIA OR ITS OFFICERS XP, 6/30/12 OR AOENTS SHAL L NOT BE RESPONSIBL E FOR CIVIL P THE ACCURACY OR CO FZ ETENESS OF SCANNED 9TFOF CALIF COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 0 ® Z (n W Q :z z a W Q :z z Q a W w Cr U Z O U Z Q Q tL Q W m >tn WOE w W> a' O F- J Z >wa O w o' t ---i 0-Q O W o' W Z a--� Z o z Q am Q > ZD U \ W W W 0_ ~ Z o z 4 m Q (N) J LL Y 4 m >- J � D z Q cn RCP Conc FES CSP W Q C) W Q J =J w Uc�n Q �--� -J:a a- .--� Q Li! D_ F- ,_ (N) O U U � (F) ^ W W ZD W C .) OC U= F- O Lf) 0' 0_0 Oz z ,� '-' Z Ln W Ln W= o_ U W Z O w � F- O� z ZD ~ c� z �--� O m CU O W = �- O W 0_ •• W- 0_ U cnU �'-' U Q o Li -- z ® U W �- o �- W W OJ �� �~ U co o Q w FRAME AND GRATE (N)O (F) w � W O F- W V) Z Q m J Z �Q �z cn O .=. ~ Z O Q > Q U >< W v F- ~ n (N) �- J Z ~ LL O � ~ w _ (N) W > O U � >< Q (N) = W a- >- F - F- z O � = W Q w J Z W CD Q z Q a --- >< p J W Oo' O d U W W Z L/) _ cno O }- �=�= W -- --- cv >< p J W F- O o U W W Z Cn _ � (n C) O>- w �- 0 Q V Q �--� Cf} W F - ZD CQ \ z ~ w > O DESCRIPTION STATION O Z W W Ln Z w 0 _ W d z -- Q a O Z w V) W Q z -- a o O F- z ::DW W Q z -- Q 0 E E o o r10 E E 0 Ln v E E 0 C> E E 0 Ln r- E E 0 CD rn E E 0 Ln � E E 0 o <o E E 0 Ln r- '^ --• _ E E M . .� E E C> o r n -- _ E M . E E (2> o rn c� o O O w O o rn W W Q -� 0- m LL] w W = c� W (' Q U >- W Q cn EA EA m EA m m m m m m m EA EA EA m m m2 tonne EA m3 m3 m3 m2 EA EAEA EA EA kg m3 m m EA m2 m2 1 a 0.81 1 1 1 158 1.0 TYPE G3 DI, GRATE TYPE 600-12, SAFETY CAGE 6.000 Rt "ITT2" 170+08.795 D-1 1 a b 1 REMOVE TYPE ODI PIPE INLET b c 0.7 1 1 1 1 1 REMOVE PORTION OF Exist 300 mm CSP c 2 a 0.36 Mod JUNCTION STRUCTURE 13.778 Rt "ITT" 6+89.322 D-3 2 a b 7.2 1.9 S 600 mm RCP b c 2.30 0.24 1 77 2.18 1 TYPE OL -2.1 INLET, CHECKERED PLATE COVER 15.900 Rt "ITT" 6+82.456 c d 12.9 1.4 S 600 mm RCP d e 1.28 8.4 1.15 1 107 1.28 1 TYPE GCP PIPE INLET, HMA APRON, 90OR GRATE 7.976 Lt "ITT2" 172+70.000 e f 9.3 1.7 S 450 mm RCP f g 1.810.24 1 77 1.46 1 TYPE OL -2.1 INLET, CHECKERED PLATE COVER 15.900 Rt "ITT" 6+72.700 g 3 a 1 600 mm Conc FES 24.201 Rt "ITT2" 172+53.782 D-3 3 a b 14.5 2.6 S 600 mm RCP b c 3.69 2 288 2.83 1 TYPE GDO DI, (2) GRATE TYPE 600-12 9.600 Rt "ITT2" 172+53.328 c d 11 .51 2.1 S 450 mm RCP d e 1.44 2 288 1.19 1 TYPE GDO DI, (2) GRATE TYPE 600-12 9.600 Rt "ITT2" 172+65.699 e f 1 REMOVE Exist AC OVERSIDE DRAIN 11.306 Rt "ITT2" 171+80.438 f 4 a 1 600 mm Conc FES 41.068 Rt "ITT" 7+25.425 D-3 4 a b 24.7 3.1 S 600 mm RCP b c 3.75 0.17 1 79 3.38 1 TYPE OS INLET, CHECKERED PLATE COVER 16.800 Rt "ITT" 7+32.543 c d 32.9 2.9 S 600 mm RCP d e 1.90 0.17 1 79 2.15 1 TYPE OS INLET, CHECKERED PLATE COVER 15.600 Lt "ITT" 7+27.000 e f 1 - - REMOVE Exist AC OVERSIDE DRAIN 17.174 Rt "ITT" 7+10.829 f 5 a 0.19 Mod JUNCTION STRUCTURE 0.091 Lt "ITT" 6+76.065 D-3 5 a b 12.2 1 1 1 2.1 S 600 mm RCP b c 2.72 0.19 1 77 2.28 1 TYPE OL -3.0 INLET, CHECKERED PLATE COVER 12.300 Lt "ITT" 6+73.483 c d 8.0 1.9 S 600 mm RCP d e 0.88 8.4 1.15 1 107 0.88 1 TYPE GCP PIPE INLET, HMA APRON, 90OR GRATE 10.000 Lt "ITT1" 173+45.000 e SHEET TOTAL 2 1 0.7 - - - - 20.8112.4 - 2.16 - 2 - - - 16.8 2.30 - 18.971.01 - - 5 - 2 5 1 1337 - - - - 9 - - - SHEET TOTAL (F) - FINAL PAY ITEM (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I 1 1 USERNAME=>JHOFERT DGN FILE=>4256id001odgn DRAINAGE QUANTITIES �,�► DQ -1 CU 08224 EA OE4501 20(o - vy d EV Ln X 0 � C/) W H ® LLQ Ld rr U) w > i - L Ll Q O o LL. LL. LLJ Q J J N QOff- _ Q S p O J _ Q Z Of \> C) CO m w 1_o Qw c) _jz w =) eD Nef U ,-q U J (n LSI Q LJ U0 U i= X C 0 a a 0 z W M I -- C= W G P-4 LL M o W a V /QROFESSIOA1 / 4� BRADLEY �'�, DATE: 6-21-12 M. LOSEY z APPROVED BY: rn No. C65140 rn EXPI IL 114 CIVIL REVISED PER RPI No,. 17 s. P OF CAL CONTRACT No. 08 -OE 5.0' C.C.A. DATE 1 0-3-1-1 R.E. NAME A-XWEL_L L7 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 4806/4903 55 178 4/26/11 ROFESSIO RE E D CIVIL ENGINEER DATE e Nq April 28, 2011 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 �o <z- IMOTH'Y T. HAILErn z uj No. 72109 Xp.6/30/12' sT CIVIL P ATF OF CALIFO��� RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 O w Cn W C7 Q Z Q z W GJ Q> Z Q w w J z �--� W > O w w W t- � W > O w fY J Lu > J Lu z w W z O o z Q m Q (N) J J vZ Q m > J (� ® z Q c /) RCP 0 Q:� CSP � Q O W Q Q J __I w W U Q� W �- -- Q L j r) >- I- Q _ (N) Q J J O U � U (F) w w� I- 1- w C-) �= U Z I- O V) U 0 O ®'-' �--� W a_ z O � U w � o OJ (nU c Uco O Q Li FRAME AND GRATE w�Z (N) (F) w =Dw O W f./) Q O J Z JQ w U Z c/)O --s z O Q > Q G W = U c' U (N) w > O U �--� X O O w � z W (-D Q z Q ® - X o �W O Lu (/1 z . O O LLj U W Z uj 00 �---� =� V) 0 O>_ w -� N X � JW O w z O O U W Z (/) 00 rz U) r-11 O>_ w J 0 z O U z ® c/) o W O C) z w O DESCRIPTION z � 00 ui cn (/ ) W c Z Q C) 0 Q E E O L� E O ® a_ E E O O E O LSA E E ® O E O '-' E E M cl- p O '-' E E N-) v E p ® N O O LO o Of O O 6) i= X C 0 a a 0 z W M I -- C= W G P-4 LL M o W a V /QROFESSIOA1 / 4� BRADLEY �'�, DATE: 6-21-12 M. LOSEY z APPROVED BY: rn No. C65140 rn EXPI IL 114 CIVIL REVISED PER RPI No,. 17 s. P OF CAL CONTRACT No. 08 -OE 5.0' C.C.A. DATE 1 0-3-1-1 R.E. NAME A-XWEL_L L7 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 4806/4903 55 178 4/26/11 ROFESSIO RE E D CIVIL ENGINEER DATE e Nq April 28, 2011 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 �o <z- IMOTH'Y T. HAILErn z uj No. 72109 Xp.6/30/12' sT CIVIL P ATF OF CALIFO��� RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 O w Cn W C7 Q Z Q z W GJ Q> Z Q Lu w U O �z J Ir C) V Q W p wuo cn O Mw w> O w J z �--� W > O w w W t- � W > O w fY w _j z 1-+ z O a z Q m Q Lu > J Lu z w W z O o z Q m Q (N) J J vZ Q m > J (� ® z Q c /) RCP Conc FES CSP � Q O W Q Q J __I w W U Q� W �- -- Q L j r) >- I- Q _ (N) Q J J O U � U (F) w w� I- 1- w C-) �= U Z I- O V) U 0 O ®'-' �--� p � � wcn w w Cr_ = W U W z 0 O C_) Cr F -� (DI- z� �--� (� v z --- O co = U 0 w= �� Ow �. U (0 U uoZ '-' UQ O L� Of e--- z O � U w � o OJ (nU c Uco O Q Li FRAME AND GRATE (N) (F) w =Dw O W f./) Q O J Z JQ w U Z c/)O --s z O Q > Q G W = U c' (N) � w z --� O _ CD w _ (N) w > O U �--� X (N) = w W F_ F- z O _ O w � z W (-D Q z Q ® - X o �W O Lu (/1 z . O O LLj U W Z uj 00 �---� =� V) 0 O>_ w -� N X � JW O w z O O U W Z (/) 00 rz U) r-11 O>_ w J 0 z O U z ® c/) o W O C) z w O DESCRIPTION STATION o Z I- Lu W z z Q J W c a Z _::X tz m 00 ui cn (/ ) W c Z Q C) F- --• z W Ca Z Q m E E O O E E O L� E O ® E E O Ln E E O O E O LSA E E ® O E O '-' E E M cl- p O '-' E E N-) v E p ® N O O LO rn I O o LD Of O O 6) Of LLI O U w �- Q � nw � w � U w U w C.D U � I- LL w V) EA EA m EA m m3 m m m m m EA EA EA m m m2 tonne EA m3 m3 m3 m2 EA EA EA EA EA kg m3 m m EA m2 m2 6 a 14.6 1.6 S 600 mm RCP D-3 6 a b 1 600 mm Conc FES 23.189 Lt "ITT" 7+13.514 b 6.5 1.4 WIDE BIOFILTRATION SWALE c 7 a 1.0 804 1.15 1 107 1.0 TYPE GMP PIPE INLET, HMA APRON, 90OR GRATE - 11.282 Lt "ITT3" 172+95®174 D=2 7 a b 3.6 1.8 P 300 mm CSP b c 1 REMOVE Exist TYPE GMP PIPE INLET c d 1.72 REMOVE PORTION OF Exist 300 mm CSP d 8 a 2.681 1 107 2068 TYPE GCP PIPE INLET, GRATE TYPE 90OR 28.173 Rt "I74" 173+530988 D-2 8 a b 39. 2 2.39 2.6 S 600 mm RCP b c 0.8 1 107 0.73 TYPE GCP PIPE INLET, GRATE TYPE 90OR 17.998 Rt "I73" 173+50.246 c d 25.1 1.9 S 600 mm RCP - d e _1.02 1 11 1.67 1 1 TYPE G2 DI, GRATE TYPE 600-9 7.000 Lt "I73" 173+54.805 e f 30.6 1 1.7 S 600 mm RCP f g 3.070.65 1 1 77 2.06 1 TYPE OL -4.3 INLET, CHECKERED PLATE COVER 16.510 Rt "ITT" 4+82.868 g h 5.3 1 1 106 S 450 mm RCP h i 2.980.65 1 77 1.95 1 OL -4a3 INLET, CHECKERED PLATE COVER 16.510 Rt "ITT" 4+76.467 i 0.0 8.5 1.5 S 450mm RCP k 1.9 1 107 1.76 JJ TYPE GCP PIPE INLET, GRA TE TYPE 90OR 19.960 Rt "ITT" 4+68.368 k 105 REMOVE PORTION OF Exist 600 mm CSP m 1®9 0.54 ABANDON PORTION OF Exist 600 mm CSP m n L ABANDON Exist TYPE GMP PIPE INLET 13.468 Lt "ITT" 5+318008 n 0 30.28055 ABANDON Exist 600 mm CSP 0 P 1 - ABANDON Exist TYPE GMP PIPE INLET 15.152 Rt "ITT" 5+43.144 P q 43.012.2 1 ABANDON Exist 600 mm CSP q r 1 ABANDON Exist TYPE GMP PIPE INLET 17.953 Rt "ITT" 4+98.965 r 9 a 3.2811.2 RSP (FACING CI, METHOD B) D-2 9 a b 1 450 mm Conc FES 23.077 Lt "ITT" 4+79.768 b C 23.7 0.5 S 450 mm RCP c d .26 0.65 1 0.75 1 TYPE OL -4.3 INLET, CHECKERED PLATE COVER 13.200 Lt ''ITT" 4+700510 d 73 .1,7 / 7 I I 10 a 122 3.6 WIDE VEGETATED SWALE D-2 10 a SHEET TOTAL _ 1 ,3,22 3 75.1 21 .3 .0 37.5 10. - 5.47 1 1 - 306 1 18.4 1 015 3 1.7 095 3028 11 .2 - 1 4 3 - 778 122 - - - 4 - - - SHEET TOTAL (F) - FINAL PAY ITEM (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => peruz IS IN MILLIMETERS I I I I I I I I I DGN F I LE => 0800000086'1 d002 o dgn DRAINAGE QUANTITIES CU 08224 DQ -2 EA OE4501 z 00 Ln i o0 L M 00 ww F__� 00 J -1 a_ n ww o� z 00 u w � I a Ln J O X X Ln co C:) w W U) Ld 1— w a n, o X X 0 LLJMEz Q 0 0 P -1, W-7 Ll� /QRpFESSI01V BRADLEY DATE: 6-21-12 Me LOSEY z APPROVED BY: No. C651 40 Exp 9/30/1 REVISED PER s1 CIVIL %P ATF OF CAL 00 Caltrans DIST COUNTY ROUTE 8 Riv 15 KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 4806/4903 56 178 41 vu jmczg!5v 4/26/11 RE E D CIVIL ENGINEER DATE O QRoFESSIOIVgC IMOTHY To HAILE April 28, 2011 m - w72109 m PLANS APPROVAL DATE °' - � 6/30/12 THE STATE OF CALIFORNIA OR I TS OFFICERS Xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR G I V I L P THE ACCURACY OR COMPLETENESS OF SCANNED 9rF OF CALIF COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 O O w E/) U Q z Q L.L. w LL_ LJ Q J J a � _' c FES o CSP D w Of O w Z J w w U CJ (/) Q -- _j M Q � �-' Q = 0 J z O W(J) I—W w� Cr_� CU W O U� w O U Q ~ FRAME AND Z Ld �Z (F) W Ld �w O� W (l) Q C] JQ w C-) z (/) O �--� �--� af U (N) W > O U =DQ X Q C:) CO W e � J Z W Q C] w' m [-- o DESCRIPTION aw o J Z Ld a E E 0 � U}-+ U J cn w Qw = Up U N i o 0 LD 0 Cr X X 0 LLJMEz Q 0 0 P -1, W-7 Ll� /QRpFESSI01V BRADLEY DATE: 6-21-12 Me LOSEY z APPROVED BY: No. C651 40 Exp 9/30/1 REVISED PER s1 CIVIL %P ATF OF CAL 00 Caltrans DIST COUNTY ROUTE 8 Riv 15 KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 4806/4903 56 178 41 vu jmczg!5v 4/26/11 RE E D CIVIL ENGINEER DATE O QRoFESSIOIVgC IMOTHY To HAILE April 28, 2011 m - w72109 m PLANS APPROVAL DATE °' - � 6/30/12 THE STATE OF CALIFORNIA OR I TS OFFICERS Xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR G I V I L P THE ACCURACY OR COMPLETENESS OF SCANNED 9rF OF CALIF COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 O O w E/) U Q z Q z ::D(/) W U Q z a w 1= W __jQ_ Z �--+ W > O Lw W �---� W W > O w I- W J z �--� O a z Q m Q z W -- of w > J U O ® z Q m Q (N) -- LL_ U m Ir Ire ::DQ U) ® Z a (n _' c FES CSP w Of O w Z J w w U CJ (/) Q -- _j M Q � �-' Q = (N) n- Q ___I J U � o U (F) W W� W U Of Ir C-) Ir O U) U (2f O O Z z O W(J) I—W w� Cr_� CU W O U� w O U I— o W O= OW Of W—) O v _J (-D v) z U Q O LL W O W O J U) U U m Cr 1 O Q FRAME AND GRATE Ld �Z (F) W Ld �w O� W (l) Q C] JQ w C-) z (/) O �--� �--� Z O �--� Q > Q U X w U I— �--� c] U (N) W > O U =DQ X Q 0 W e � J Z W Q C] -- X C) Jw O w Of (/) Z - O o U W W OO (n a O _ W_ N X C] JW O w Of U) Z - O o U W W OO U) o O >= _ W �--- F- DESCRIPTION z O w W _ cn Z Q __jz a_ U Z a D 00 (D Z Lij Cl) CD z e D ca a E E 0 � E E 0 CU9 E E 0 u E E 0 C) V) E E o <D E E co Ln w Ne' N i o 0 LD 0 Cr X X 0 LLJMEz Q 0 0 P -1, W-7 Ll� /QRpFESSI01V BRADLEY DATE: 6-21-12 Me LOSEY z APPROVED BY: No. C651 40 Exp 9/30/1 REVISED PER s1 CIVIL %P ATF OF CAL 00 Caltrans DIST COUNTY ROUTE 8 Riv 15 KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 4806/4903 56 178 41 vu jmczg!5v 4/26/11 RE E D CIVIL ENGINEER DATE O QRoFESSIOIVgC IMOTHY To HAILE April 28, 2011 m - w72109 m PLANS APPROVAL DATE °' - � 6/30/12 THE STATE OF CALIFORNIA OR I TS OFFICERS Xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR G I V I L P THE ACCURACY OR COMPLETENESS OF SCANNED 9rF OF CALIF COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 O O w E/) U Q z Q z ::D(/) W U Q z a w I— Of ® J z QQ rr a-® Q LW w� c !) o = W w> O 1= W __jQ_ Z �--+ W > O Lw W �---� W W > O w I- W J z �--� O a z Q m Q z W -- of w > J U O ® z Q m Q (N) -- LL_ U m Ir Ire ::DQ U) ® Z a (n RCP Conc FES CSP w Of O w Z J w w U CJ (/) Q -- _j M Q � �-' Q = (N) n- Q ___I J U � o U (F) W W� W U Of Ir C-) Ir O U) U (2f O O Z z O W(J) I—W w� Cr_� CU W O U� w O U I— o W O= OW Of W—) O v _J (-D v) z U Q O LL W O W O J U) U U m Cr 1 O Q FRAME AND GRATE (N) (F) W Ld �w O� W (l) Q C] JQ w C-) z (/) O �--� �--� Z O �--� Q > Q U X w U I— �--� c] (N) Lu w Z '�' Li O CD -- w 2 (N) W > O U =DQ X Q (N) _ W � > F— O v W e � J Z W Q C] -- X C) Jw O w Of (/) Z - O o U W W OO (n a O _ W_ N X C] JW O w Of U) Z - O o U W W OO U) o O >= _ W �--- —' O OU Oz s--� (/) O w = O Z W 0 DESCRIPTION STATION O w W _ cn Z Q __jz a_ U Z a D 00 (D Z Lij Cl) CD z e D =DW O Z a of of E E o OM E E 0 � E E 0 CU9 E E 0 u E E 0 C) E E 0 Ln E E o <D E E co Ln U ~ E E E o O rn ~ E E o E E O � N i o 0 LD 0-)f- i 0 0 C9 fr_ o 0 � W LD � W c] W W U W U W CD Q U L� W Q c /) EA EA m EA m m m m m m m EA EA EA m m m2 tonne EA m3 m3 m3 m2 EA EA EA EA EA kg m3 m m EA m2 m2 11 a 6.02 1.05 1 1 1 1 HMA OVERSIDE DRAIN D-4 11 a b 3.255.40 RSP (FACING Cl, METHOD B) b 12 a 1 REMOVE Exist TYPE GMP PIPE INLET 5.688 Lt "ITT2" 172+760508 D-3 12 a b 1003 REMOVE Exist 450 mm CSP b c 0.08 CAP AND PLUG Exist CSP c 13 a 90112408 RSP (FACING Cl, METHOD B) D-5 13 a b 1 750 mm Conc FES 16.985 Rt " I TT1 " 172+76.517 b c 105 1 0.4 S 750 mm RCP c 1 Conc COLLAR L=0o45m T=175mm 15®871 Rt "I71" 175+960496 d 14 a 73®6 3®6 WIDE VEGETATED SWALE D-2 14 a 15 a 1 REMOVE Exist Alt PIPE INLET 160662 Lt "ITT" 6+710401 D-3 15 a b 12023045 ABANDON Exist 600 mm APC b 16 a 11 .0 1 1 107 100 TYPE GMP PIPE INLET, 90OR GRATE 3.485 Lt "ITT1" 176+270392 D-5 16 a b 209 107 S 300 mm CSP b C 1 REMOVE Exist TYPE GMP PIPE INLET c d 1039 REMOVE PORTION OF Exist 300 mm CSP d 18 a 1 REMOVE Exist AC OVERSIDE DRAIN 13.815 Rt "ITT1" 174+00°430 D-3 17 a 804 1.5 HMA OVERSIDE DRAIN b 19 a 1 .161 1 1 1 1 1 107 1016 1 TYPE GCP PIPE INLET, 90OR GRATE 5.748 Rt "ITT4" 176+94.537 D-6 18 a b 401 REMOVE 600 mm CSP b c 1 REMOVE TYPE GCP PIPE INLET c SHEET TOTAL 1 4 15.8 - 1202 3045 - - - 1.5 1.16 - - 1 209 1 1404 2055 1 0.21 - 1204 3002 - - 2 - - 21473.6 - - - - - - - SHEET TOTAL 11��� moS CJQCT\ 19��CQ Q� �(51 C� C) J\ l\ cp 61 N •� 0Oaos S T) \T) T) \T) \T Tj RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I I I i I i I USERNAME=>peruz DGN FILE=>0800000086id003odon DRAINAGE QUANTITIES CU 08224 EA OE4501 Z (e —1 OW0 x x >_ (n W H in w w 0' V) w F_ w <c o M NOTE: SEE SHEET U-3 FOR POTHOLE INFORMATION FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 48°6/49°3 58 178 4/26/11 ROFESS10 RE R 'D CIVIL ENGINEER DATE �o e _Nay IMOTHY T. Lo HAILE April 28, 2011 � 72109 m PLANS APPROVAL DATE CC XP- z � Xp. 6.130/.1.2 � THE STATE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF cap �Fo� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE _ 3300 E. GUASTI RD,STE 100 4080 LEMON STREET �% MA TCH ONTARIO, CA 91 761 RIVERSIDE, CA 92501 LINE t T STA •i. =i :i. 1 50`80 300mm(1 tin) WATER g SEE r, 7 200mm(8in) n) HEE U- � ! 200m i HIGH S : ,� , 3 ToP PROP RETALNING PRESSURE GAS 4v .Z :. W v WALL ;'' = Z _ 0 200mm(8in) HIGH j: 3 PRESSUREAS LEVEL Lu : .� - _ TIME WAR ER �_ `~ - 41 2-00mm(8in) HIGH'. 3 TELECO (PIP A,)%_ = PRESSURE GAS Prop WATER LINE PLUG N =`°j=:i " _ F— ', 300 m m 1 2 i n WATER 8 300 m (1 2 i n) WATER TO BE ZY EXISTING SD 200mm(8in) HIGH PRESSURE j '= RE OCATED BY OTHERS := _T 90mm (36 i n) WATER - EVMWD pp GAS HE GAS COMPANY ► ' PROPOSED SD =-" 30 i ) , 6" AB NDONED GAS LINE =�=i=i. 762mm ( n WATER 5 i _. i TEL MH VAULT ELECT PP 4107063E _ (VAULT) :. O _ : tSn .:-. .: =1== :» ..;�.-- --.-•..- � ADJUST TO GRADE °==iI ""- :Z - 762mm(30in)....... U) F-XISTING 2.4 X 1.8 RCB sL _ z EXIST RETAINING WALL WATER VM ii E WD - =t _: `•. E[ ` TO BE REMOVED ` oC_ 300mm(1 2 i n) WATER 7 200mm(8in) HIGH S 6 PRESSURE GAS , 600mm (24 i n ) 1 HIGH, SEWER - EVMWD O- e . T 1 5 200mm 8 n PRESSURE GAS ,_ . TIME WARNER/ Z_ = Prop EDISON RELOCATIO...' LEVEL 3 TELECOM :: ..... :..-.... ► •--- - � = _- - , 3 2 � _ � BELL '-- = O OPm m 1 2 i n . --.. SD - � `-� 200mm(8in) ) 00m B •.... .- PROPOSED , PRESSOR I I �� ( in HI WATER - EVMWD BC/PAC BELL yi e_ PRESSOR S 300mm (1 2 i n ) WATER EVMWD Elect MH (TO BE RELOCATED) ADJUST TO GRADE = _ =1 -- oP� U t R _ :. ""-.. 5�- TIME WARNER LEVE 6 6 = 8 _:. ="� 3 TELECOM (PIP BELL (PIP) d PAC 4 70. SC EDISON 2 COUNTY R/W (PIP) SC EDISON 4 ..... .... - :`i=ii. - 3 ► IJJ (PIP) : ' UNDERGROUND _ "��- E ---- : WATER VALVE. Z = D D PP 4107064E TO B ADJUST TO GRADE , SC EDISON PROPOSED SD RS , VEL R LOCATE BY OTHERS 1 2kV SC EDISON . 7 A" G WARNER LE 7 :'.. p AS RELOCA :� QIP.) ==J TI 3 TELECOM (,P -IP)** AC BELL __0 � �-- .- .. �..: PAC 'BELL L.L. _°_::. •O 2 = e_ 1 1 `. DISON:. `12kV (PIP) PIP.=t. :" .. m 7 ED OOrn1II B - .. EDI _ _ _ . ....,., E V W v P ...... 2 0 0 m m•( i n H I G PAC�� BEL � 12 (PIP) PIP: ( ). = i. qPRESSURE Pro WATER LINE PLUG SC EDISON . 5 = = = =3 -TEL MH _ ON 31 S S C ;:EDI ,. GAS _ P N .................. END WATER LI E v (PIP) p = ADJUST TO GRADE. _....... -- - RELOCATION �. 4., ;:. _ _e 149+50.897 EXISTING SD � _ SC EDISON (PIP) : Q w :_._ •. - O. r CC m w .. ......., ,. - - SC EDISON : =t �— . 3 i P T P �� _j I A 1 72'60 1 "c- 1 I T211 v SEE SHEET HEET (J-1 9 SC EDISON 1 2kV _- •- ���� P I P SC ADJUSTSON VAULT TO GRADE & 2 VENTS Zk�o 1 PROTECT IN PLACE WITH SLURRY ENCASEMENT 762mm(30in) WATER PER DETAILs ON SHEET X-4 AND X-6. 6 - �ZN� - Beg WATER LINE RELOCATION C� � 148+48.239 19®754m Lt M P� � C.C.A.__1_0_-_31®1 Prop EVMWD RELOCATION ® - ---__ 762mm ( 30 i n) WATER-EVMWD 200mm(8in) HIGH THIS PLAN ACCURATE FOR UTILITY WORK ONLY PRESSURE GAS RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I DGNRFI`LE => 4256ko002.dgn 20.879m Rt ME WARNER LEVEL 8 3 TELECOM (PIP) I A,, S PCOM C N S TIME WARNER LEVEL 9 3 TELECOM (PIP) Q 00 3-WATERVALVE, ADJUST TO GRADE SC EDISON 12kV TCE 3 W WATER VALVE BLOW OFF & oa SLOPE 8 POST PROTECT IN PLACE EASEMENT ww ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN C i UTILITY PLAN � N. SCALE: 1 :500 Z U Qv J O CU 08224 EA OE4501 2v6 - 71f w Ld LL - w Q J ,_} N Q F_ r F_ Of o' a = o x--- N o a F_ o a w 0' om w co l__o aw o JZ w a a J (n w aw = Un U M NOTE: SEE SHEET U-3 FOR POTHOLE INFORMATION FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 48°6/49°3 58 178 4/26/11 ROFESS10 RE R 'D CIVIL ENGINEER DATE �o e _Nay IMOTHY T. Lo HAILE April 28, 2011 � 72109 m PLANS APPROVAL DATE CC XP- z � Xp. 6.130/.1.2 � THE STATE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF cap �Fo� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE _ 3300 E. GUASTI RD,STE 100 4080 LEMON STREET �% MA TCH ONTARIO, CA 91 761 RIVERSIDE, CA 92501 LINE t T STA •i. =i :i. 1 50`80 300mm(1 tin) WATER g SEE r, 7 200mm(8in) n) HEE U- � ! 200m i HIGH S : ,� , 3 ToP PROP RETALNING PRESSURE GAS 4v .Z :. W v WALL ;'' = Z _ 0 200mm(8in) HIGH j: 3 PRESSUREAS LEVEL Lu : .� - _ TIME WAR ER �_ `~ - 41 2-00mm(8in) HIGH'. 3 TELECO (PIP A,)%_ = PRESSURE GAS Prop WATER LINE PLUG N =`°j=:i " _ F— ', 300 m m 1 2 i n WATER 8 300 m (1 2 i n) WATER TO BE ZY EXISTING SD 200mm(8in) HIGH PRESSURE j '= RE OCATED BY OTHERS := _T 90mm (36 i n) WATER - EVMWD pp GAS HE GAS COMPANY ► ' PROPOSED SD =-" 30 i ) , 6" AB NDONED GAS LINE =�=i=i. 762mm ( n WATER 5 i _. i TEL MH VAULT ELECT PP 4107063E _ (VAULT) :. O _ : tSn .:-. .: =1== :» ..;�.-- --.-•..- � ADJUST TO GRADE °==iI ""- :Z - 762mm(30in)....... U) F-XISTING 2.4 X 1.8 RCB sL _ z EXIST RETAINING WALL WATER VM ii E WD - =t _: `•. E[ ` TO BE REMOVED ` oC_ 300mm(1 2 i n) WATER 7 200mm(8in) HIGH S 6 PRESSURE GAS , 600mm (24 i n ) 1 HIGH, SEWER - EVMWD O- e . T 1 5 200mm 8 n PRESSURE GAS ,_ . TIME WARNER/ Z_ = Prop EDISON RELOCATIO...' LEVEL 3 TELECOM :: ..... :..-.... ► •--- - � = _- - , 3 2 � _ � BELL '-- = O OPm m 1 2 i n . --.. SD - � `-� 200mm(8in) ) 00m B •.... .- PROPOSED , PRESSOR I I �� ( in HI WATER - EVMWD BC/PAC BELL yi e_ PRESSOR S 300mm (1 2 i n ) WATER EVMWD Elect MH (TO BE RELOCATED) ADJUST TO GRADE = _ =1 -- oP� U t R _ :. ""-.. 5�- TIME WARNER LEVE 6 6 = 8 _:. ="� 3 TELECOM (PIP BELL (PIP) d PAC 4 70. SC EDISON 2 COUNTY R/W (PIP) SC EDISON 4 ..... .... - :`i=ii. - 3 ► IJJ (PIP) : ' UNDERGROUND _ "��- E ---- : WATER VALVE. Z = D D PP 4107064E TO B ADJUST TO GRADE , SC EDISON PROPOSED SD RS , VEL R LOCATE BY OTHERS 1 2kV SC EDISON . 7 A" G WARNER LE 7 :'.. p AS RELOCA :� QIP.) ==J TI 3 TELECOM (,P -IP)** AC BELL __0 � �-- .- .. �..: PAC 'BELL L.L. _°_::. •O 2 = e_ 1 1 `. DISON:. `12kV (PIP) PIP.=t. :" .. m 7 ED OOrn1II B - .. EDI _ _ _ . ....,., E V W v P ...... 2 0 0 m m•( i n H I G PAC�� BEL � 12 (PIP) PIP: ( ). = i. qPRESSURE Pro WATER LINE PLUG SC EDISON . 5 = = = =3 -TEL MH _ ON 31 S S C ;:EDI ,. GAS _ P N .................. END WATER LI E v (PIP) p = ADJUST TO GRADE. _....... -- - RELOCATION �. 4., ;:. _ _e 149+50.897 EXISTING SD � _ SC EDISON (PIP) : Q w :_._ •. - O. r CC m w .. ......., ,. - - SC EDISON : =t �— . 3 i P T P �� _j I A 1 72'60 1 "c- 1 I T211 v SEE SHEET HEET (J-1 9 SC EDISON 1 2kV _- •- ���� P I P SC ADJUSTSON VAULT TO GRADE & 2 VENTS Zk�o 1 PROTECT IN PLACE WITH SLURRY ENCASEMENT 762mm(30in) WATER PER DETAILs ON SHEET X-4 AND X-6. 6 - �ZN� - Beg WATER LINE RELOCATION C� � 148+48.239 19®754m Lt M P� � C.C.A.__1_0_-_31®1 Prop EVMWD RELOCATION ® - ---__ 762mm ( 30 i n) WATER-EVMWD 200mm(8in) HIGH THIS PLAN ACCURATE FOR UTILITY WORK ONLY PRESSURE GAS RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I DGNRFI`LE => 4256ko002.dgn 20.879m Rt ME WARNER LEVEL 8 3 TELECOM (PIP) I A,, S PCOM C N S TIME WARNER LEVEL 9 3 TELECOM (PIP) Q 00 3-WATERVALVE, ADJUST TO GRADE SC EDISON 12kV TCE 3 W WATER VALVE BLOW OFF & oa SLOPE 8 POST PROTECT IN PLACE EASEMENT ww ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN C i UTILITY PLAN � N. SCALE: 1 :500 Z U Qv J O CU 08224 EA OE4501 2v6 - 71f Ld F- r F_ c� o' LLJ x--- N w w CU ry z F- a a 0-4 n w o M NOTE: SEE SHEET U-3 FOR POTHOLE INFORMATION FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 48°6/49°3 58 178 4/26/11 ROFESS10 RE R 'D CIVIL ENGINEER DATE �o e _Nay IMOTHY T. Lo HAILE April 28, 2011 � 72109 m PLANS APPROVAL DATE CC XP- z � Xp. 6.130/.1.2 � THE STATE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF cap �Fo� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE _ 3300 E. GUASTI RD,STE 100 4080 LEMON STREET �% MA TCH ONTARIO, CA 91 761 RIVERSIDE, CA 92501 LINE t T STA •i. =i :i. 1 50`80 300mm(1 tin) WATER g SEE r, 7 200mm(8in) n) HEE U- � ! 200m i HIGH S : ,� , 3 ToP PROP RETALNING PRESSURE GAS 4v .Z :. W v WALL ;'' = Z _ 0 200mm(8in) HIGH j: 3 PRESSUREAS LEVEL Lu : .� - _ TIME WAR ER �_ `~ - 41 2-00mm(8in) HIGH'. 3 TELECO (PIP A,)%_ = PRESSURE GAS Prop WATER LINE PLUG N =`°j=:i " _ F— ', 300 m m 1 2 i n WATER 8 300 m (1 2 i n) WATER TO BE ZY EXISTING SD 200mm(8in) HIGH PRESSURE j '= RE OCATED BY OTHERS := _T 90mm (36 i n) WATER - EVMWD pp GAS HE GAS COMPANY ► ' PROPOSED SD =-" 30 i ) , 6" AB NDONED GAS LINE =�=i=i. 762mm ( n WATER 5 i _. i TEL MH VAULT ELECT PP 4107063E _ (VAULT) :. O _ : tSn .:-. .: =1== :» ..;�.-- --.-•..- � ADJUST TO GRADE °==iI ""- :Z - 762mm(30in)....... U) F-XISTING 2.4 X 1.8 RCB sL _ z EXIST RETAINING WALL WATER VM ii E WD - =t _: `•. E[ ` TO BE REMOVED ` oC_ 300mm(1 2 i n) WATER 7 200mm(8in) HIGH S 6 PRESSURE GAS , 600mm (24 i n ) 1 HIGH, SEWER - EVMWD O- e . T 1 5 200mm 8 n PRESSURE GAS ,_ . TIME WARNER/ Z_ = Prop EDISON RELOCATIO...' LEVEL 3 TELECOM :: ..... :..-.... ► •--- - � = _- - , 3 2 � _ � BELL '-- = O OPm m 1 2 i n . --.. SD - � `-� 200mm(8in) ) 00m B •.... .- PROPOSED , PRESSOR I I �� ( in HI WATER - EVMWD BC/PAC BELL yi e_ PRESSOR S 300mm (1 2 i n ) WATER EVMWD Elect MH (TO BE RELOCATED) ADJUST TO GRADE = _ =1 -- oP� U t R _ :. ""-.. 5�- TIME WARNER LEVE 6 6 = 8 _:. ="� 3 TELECOM (PIP BELL (PIP) d PAC 4 70. SC EDISON 2 COUNTY R/W (PIP) SC EDISON 4 ..... .... - :`i=ii. - 3 ► IJJ (PIP) : ' UNDERGROUND _ "��- E ---- : WATER VALVE. Z = D D PP 4107064E TO B ADJUST TO GRADE , SC EDISON PROPOSED SD RS , VEL R LOCATE BY OTHERS 1 2kV SC EDISON . 7 A" G WARNER LE 7 :'.. p AS RELOCA :� QIP.) ==J TI 3 TELECOM (,P -IP)** AC BELL __0 � �-- .- .. �..: PAC 'BELL L.L. _°_::. •O 2 = e_ 1 1 `. DISON:. `12kV (PIP) PIP.=t. :" .. m 7 ED OOrn1II B - .. EDI _ _ _ . ....,., E V W v P ...... 2 0 0 m m•( i n H I G PAC�� BEL � 12 (PIP) PIP: ( ). = i. qPRESSURE Pro WATER LINE PLUG SC EDISON . 5 = = = =3 -TEL MH _ ON 31 S S C ;:EDI ,. GAS _ P N .................. END WATER LI E v (PIP) p = ADJUST TO GRADE. _....... -- - RELOCATION �. 4., ;:. _ _e 149+50.897 EXISTING SD � _ SC EDISON (PIP) : Q w :_._ •. - O. r CC m w .. ......., ,. - - SC EDISON : =t �— . 3 i P T P �� _j I A 1 72'60 1 "c- 1 I T211 v SEE SHEET HEET (J-1 9 SC EDISON 1 2kV _- •- ���� P I P SC ADJUSTSON VAULT TO GRADE & 2 VENTS Zk�o 1 PROTECT IN PLACE WITH SLURRY ENCASEMENT 762mm(30in) WATER PER DETAILs ON SHEET X-4 AND X-6. 6 - �ZN� - Beg WATER LINE RELOCATION C� � 148+48.239 19®754m Lt M P� � C.C.A.__1_0_-_31®1 Prop EVMWD RELOCATION ® - ---__ 762mm ( 30 i n) WATER-EVMWD 200mm(8in) HIGH THIS PLAN ACCURATE FOR UTILITY WORK ONLY PRESSURE GAS RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I DGNRFI`LE => 4256ko002.dgn 20.879m Rt ME WARNER LEVEL 8 3 TELECOM (PIP) I A,, S PCOM C N S TIME WARNER LEVEL 9 3 TELECOM (PIP) Q 00 3-WATERVALVE, ADJUST TO GRADE SC EDISON 12kV TCE 3 W WATER VALVE BLOW OFF & oa SLOPE 8 POST PROTECT IN PLACE EASEMENT ww ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN C i UTILITY PLAN � N. SCALE: 1 :500 Z U Qv J O CU 08224 EA OE4501 2v6 - 71f X X qm m Ld �--o Qw o _jz w U P-1 U cn w <t w Up U zo .4 POTHOLE LOCATION TABLE UTILITY Ld STATION OFFSET FORM C/L J Exist DEPTH F- 0 and10 z F- 2 Elect x--- 5+02.000 n 353.14 (A 1.53 Elect "ITT" 5+32.580 .w 352.11 1.22 1 .1 7 U Elect O 13.044 351.33 Of 1.16 z F-- "ITT" 0 a 350.51 1.32 n 6 W "ITT" 6+19.990 w ie 1 .1 9 a Of zo .4 POTHOLE LOCATION TABLE UTILITY TO BE RELOCATED BY OTHERS CO 0 Ln PROP RETAINING WALL rmLz!)JUKt UA--) ^tN1 I.IT\/ r% /I AI - WATER MH PROTECT IN PLACE END GAS LINE RELOCATION 151+10.000 3.864m Lt HIGH PRESSURE GAS e t ri �- - ....... ................ ................ ................ ...�...�...�...� ...... I........ I ....... I... ...I............ ................ ........... DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 4806/4903 59 178 4/26/11 RE R D CIVIL ENGINEER DATE o eR°FEss faNq` IMOTHY T. Lo HAILE z April 28, 2011 0 m w No. 72109 m PLANS APPROVAL DATE m � THE STATE OF CALIFORNIA OR ITS OFFICERS XP, 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL A THE ACCURACY OR COMPLETENESS OF SCANNER qTF OF CAL1FpFz�� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 _ OVERHEAD - SC EDISON OVERHEAD TV - COMCAST CABLE (PIP) -900mm(36in) WATER - EVMWD (PIP) 200mm (8 i n) HIGH PRESSURE GAS - THE GAS Co. - SBC/PAC BELL (PIP) 600mm (24 i n) SEWER EVMWD (PIP) 300mm(12in) WATER ,-. EL-SINORE VALLEY MWD 762mm WATER - EVMWD OVERHEAD TV - COMCAST CABLE I�SC EDISON 12kV PROTECT IN PLACE Bea GAS LINE RELOCATION 148+71.058 4.040m 'Lt Elect PP (407066E)-\ 407066E) PROTECT IN PLACE I 1_JVIC YY H fl I V C F% I C L Grl. V IVI 3C/PAC BELL C..nod THIS PLAN ACCURATE FOR UTILITY WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS W A01) s CALTRANS R/W ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN USERNAME=>JHOFERT DGN FILE=>4256ka003.dgn 0 CV Q I w I—w Lv zw Jw C/) Q NOTE: FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. UTILITY PLAN SCALE: vsoo CU 08224 EA OE4501 U-3 0 UTILITY STA LINE STATION OFFSET FORM C/L Exist TOP PIPE Elev Exist DEPTH Prop DEPTH 0 and10 not used 2 Elect "ITT" 5+02.000 13.068 353.14 1.70 1.53 Elect "ITT" 5+32.580 13.013 352.11 1.22 1 .1 7 4 Elect "ITT" 5+59.984 13.044 351.33 1.22 1.16 5 Elect "ITT" 5+90.048 13.062 350.51 1.32 1.21 6 Elect "ITT" 6+19.990 13.120 350.10 1 .1 9 1 .1 6 �D_ Elect "ITT" 6+49.997 13.531 349.79 1.01 1.29 �k Elect "ITT" 6+82.474 16.551 347.96 2.64 2.76 g Elect "ITT" 7+31.915 19.513 348.07 1.27 1.90 11 Tel "ITT" 6+89.321 13.769 347.12 3.38 3.56 1 GAS "T" 149+47.256 9.586 347.16 1.80 1 3 Elect "T" 149+52.362 18.298 347.67 1.27 2.06 13 Water "T" 149+52.362 18.298 347.01 1.93 2.72 14 GAS "T" 149+80.022 10.104 347.75 2.08 15 GAS "T" 150+09.608 12.892 347.91 2.57 16 GAS "T" 150+39.763 9.181 348.95 2.39 17 GAS "T" 150+71.151 4.098 351.69 1.07 1 8 GAS "T" 151+00.506 3.978 352.08 1 .17 1 9 GAS "T" 151+30.563 4.369 352.25 1 .1 2 0 GAS "T" 151+60.916 4.468 352.15 1 .12 21 GAS "T" 151+90.252 4.441 351.98 1 .09 0.35 2 GAS "T" 152+20.583 4.554 351.40 1.14 0.42 GAS "T" 152+50.437 4.497 350.73 1.12 0.33 GAS "T" 148+00.064 4.330=° 344 e 72 - 1 e45 N/A GAS "T" 148+30.000 5.614 342.,57- 3.075 3.76 GAS "T" 148+63.414 3.892 346.13 1.27 7 GAS "T" 148+89.533 4.403 346.36 1.65 0.32 GAS "T" 149+20.020 9.184 346.70 1.62 �)q Tel "ITT" 5+32.646 9.641 353.05 0.46 0.65 60) E l ect "ITT" 6+73.271 15.367 348.97 1.70 1.88 31 Elect "ITT" 7+11.777 18.617 345.46 4.32 4.74 Tel "ITT" 7+32.372 15.558 348.25 1.19 1.80 Elect "T" 149+31.214 7.519 347.81 0.79 0.73 4 not used Elect "T" 148+70.086 9.064 344.58 2.11 2.31 Water "T" 149+91.065 18.582 349.94 0.00 7 Water "T" 150+10.460 14.072 352.36 0.63 Water "T" 150+50.655 5.404 349.31 1.981 g Water "T" 150+79.309 5.197 351.14 1.02 0.47 �)o GAS "T" 150+58.057 2.162 351.08 1.32 41 GAS ''T" 150+57.101 3.944 350.37 1.12 GAS "T" 149+95.834 15.667 347.33 1.47 GAS "T" 149+95.182 10.329 347.41 2.84 4 Tel "ITT" 7+58.195 15.977 347.08 1.85 2.78 CABLE "T" 150+51.438 0.900 349.97 0.99 1.20 CABLE "T" 149+75.987 0.240 348.09 0.97 1.14 7 CABLE ''T" 149+59.398 3.360 347.44 0.86 1.18 CABLE "T" 149+44.120 7.360 346.17 1.25 1.81 g CABLE "T" 149+29.170 7.380 345.71 1.30 1.89 0 CABLE "T" 149+13.314 5.540 346.14 0.94 1.22 (51) CABLE "T" 148+56.116 1.270 345.65 0.97 1.04 CABLE "T" 148+00.799 0.460 345.22 0.99 N/A CABLE "T" 151+68.059 0.591 351.51 1.07 0.80 4 CABLE "T" 151+01.808 1 .070 351.17 1.02 1.38 Water "T" 1 150+45.396 7.359 349059 1.86 1.92 Water "T" 1 149+49.686 18.180 346.20 2.30 3.45 UTILITY TO BE RELOCATED BY OTHERS CO 0 Ln PROP RETAINING WALL rmLz!)JUKt UA--) ^tN1 I.IT\/ r% /I AI - WATER MH PROTECT IN PLACE END GAS LINE RELOCATION 151+10.000 3.864m Lt HIGH PRESSURE GAS e t ri �- - ....... ................ ................ ................ ...�...�...�...� ...... I........ I ....... I... ...I............ ................ ........... DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 4806/4903 59 178 4/26/11 RE R D CIVIL ENGINEER DATE o eR°FEss faNq` IMOTHY T. Lo HAILE z April 28, 2011 0 m w No. 72109 m PLANS APPROVAL DATE m � THE STATE OF CALIFORNIA OR ITS OFFICERS XP, 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL A THE ACCURACY OR COMPLETENESS OF SCANNER qTF OF CAL1FpFz�� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 _ OVERHEAD - SC EDISON OVERHEAD TV - COMCAST CABLE (PIP) -900mm(36in) WATER - EVMWD (PIP) 200mm (8 i n) HIGH PRESSURE GAS - THE GAS Co. - SBC/PAC BELL (PIP) 600mm (24 i n) SEWER EVMWD (PIP) 300mm(12in) WATER ,-. EL-SINORE VALLEY MWD 762mm WATER - EVMWD OVERHEAD TV - COMCAST CABLE I�SC EDISON 12kV PROTECT IN PLACE Bea GAS LINE RELOCATION 148+71.058 4.040m 'Lt Elect PP (407066E)-\ 407066E) PROTECT IN PLACE I 1_JVIC YY H fl I V C F% I C L Grl. V IVI 3C/PAC BELL C..nod THIS PLAN ACCURATE FOR UTILITY WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS W A01) s CALTRANS R/W ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN USERNAME=>JHOFERT DGN FILE=>4256ka003.dgn 0 CV Q I w I—w Lv zw Jw C/) Q NOTE: FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. UTILITY PLAN SCALE: vsoo CU 08224 EA OE4501 U-3 0 5. X V) m W Ld rr 0 w F- Ld a 0 o CONSTRUCTION THIS STAGE Fil CONSTRUCT RETAINING WALLS AND No. 150 No. 56EO013 , No. 56EO014, [2] CONSTRUCT CONCRETE CURB, GUTTER, (AND SIDEWALK) ON INDIAN TRUCK TRAIL (NB TEMESCAL CANYON Rd CLOSED NORTH OF INDIAN TRUCK TRAIL - SEE SHEET TH-26 FOR DETOUR ROUTE) LEGEND Lu L- w a r DIRECTION OF TRAVEL z x Q J O NUMBER OF TRAVEL LANES Q cn z 0 N-1> om m Lu �o Qw a Jz W 1D JV W QW = Up U 01 2 1 2 WALL No. 56EO014 1 F 11 WAI I Nn_ r)FFnn1 etric DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT Noe SHEETS 8 Riv 15 4806/49®3 61 178 (ltz� 4/26/11 RpFESS70 REGIS EKED CI IL ENGINEER DATE e Mq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFFICERS OR A6ENT5 SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET �o c SAUL M. KANE_________._ Ld No. 61311 m Xp.6/30/11 sT CIVIL P )F()P CAL IFp4�ti RBF CONSULTING COUNTY OF RIVERSI-DE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 8Oe458ma001 o dgn STAGE CONSTRUC (STAGE 1 INDEX) NO SCALE CU 08224 �r EA OE4501 SC -1 206 -721 0 N < (V C9 Ih 0c� W W 0 J J CL 0- ww o w J � _ F__ Orr V) CL w w > c� O Z 0 Q n w o 01 2 1 2 WALL No. 56EO014 1 F 11 WAI I Nn_ r)FFnn1 etric DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT Noe SHEETS 8 Riv 15 4806/49®3 61 178 (ltz� 4/26/11 RpFESS70 REGIS EKED CI IL ENGINEER DATE e Mq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFFICERS OR A6ENT5 SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET �o c SAUL M. KANE_________._ Ld No. 61311 m Xp.6/30/11 sT CIVIL P )F()P CAL IFp4�ti RBF CONSULTING COUNTY OF RIVERSI-DE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 8Oe458ma001 o dgn STAGE CONSTRUC (STAGE 1 INDEX) NO SCALE CU 08224 �r EA OE4501 SC -1 206 -721 0 N < (V C9 Ih 0c� W W 0 J J CL 0- ww o x W r V) m � L> Lu ry V) Ld a o CONSTRUCTION THIS STAGE �3 CONSTRUCT ASPHALT PAVEMENT (ON EAST HALF OF INDIAN TRUCK TRAIL AND EAST HALF OF TEMESCAL CANYON Rd). (NB TEMESCAL CANYON Rd CLOSED NORTH AND SOUTH OF INDIAN TRUCK TRAIL - SEE SHEET TH-27 FOR DETOUR ROUTE) aCONSTRUCT ASPHALT PAVEMENT. LEGEND Lu Li w oz za a DIRECTION OF TRAVEL z Q 01 NUMBER OF TRAVEL LANES � Q Q cn z 0 �m m w H 0 Q w co J z U k w/ T U JUl w <w = UD U �a TNnTAN TR11rK TRATI [Ir 1 e tris DIST COUNTY I ROUTEI KILOMETER O OME ER PO TT POSTT E ET S TOTAL 81 Riv 1 15 1 4806/4903 62 178 4/26/11 NJ, S I REGIS ERED CIS/` I—L ENGINEER DATE 1? °Na April 28, 2011 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 SAUL M. Ld z 61311 m F- X F- c� o' '-' w x--- n c Ld > U 0 z F— (3 Q 1-4 n W Ld IV, a C' �a TNnTAN TR11rK TRATI [Ir 1 e tris DIST COUNTY I ROUTEI KILOMETER O OME ER PO TT POSTT E ET S TOTAL 81 Riv 1 15 1 4806/4903 62 178 4/26/11 NJ, S I REGIS ERED CIS/` I—L ENGINEER DATE 1? °Na April 28, 2011 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 SAUL M. KANE z 61311 m cr-No. XP,6/30/11 ; s� CIVIL P ti qTF �F CAL IV'3 RBF CONSULTING COUNTY OF RIVERSIDE 3300 Ea GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 RELATIVE BORDER SCALE IS IN MILLIMETERS TRAFFIC DETOURED AT HORSETHIEF CANYON Rd U THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY 0 20 40 60 80 I I i I i I USERNAME=>JHOFERT DGN FILE=>8Oe458ma002odgn STAGE CONSTRUCTION (STAGE 2A INDEX) CU 08224 0 N rf. NO SCALE SC - o W c� Ncn' O EA OE4501 206-722, 20to- ZZ 3 x 0 n w w a' CONSTRUCTION THIS STAGE F CONSTRUCT COLD PLANE AND ASPHALT OVERLAY. (TEMESCAL CANYON Rd CLOSED - SEE SHEET TH-29 FOR DETOUR ROUTE) I P7r,P7Kln Lu Q a DIRECTION OF TRAVEL x QJ _ � O1 NUMBER OF TRAVEL LANES � Q Q � >- o m an w �o <t w o Jz w U ►- , U �L W U CJ U 1 O eSiri DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riy 15 4806/4903 64 178 J/ 4/26/11 RpFESSJ0 REGIS EKED CI IL ENGINEER DATE X e N4� �SAUL M. K April 28, 2011 m PLANS APPROVAL DATE a No. 6131' 1 � THE STATE OF CALIFORNIA OR ITS OFFICERS~ OR AGENTS SHALL NOT BE R£SPO�i SIBL £ FOR s� G I V I L tiP THE ACCURACY OR COMPLETENESS OF SCANNED 4�F �� CA�zFo�� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY NO SCALE S C _ 4 RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT CU 08224 EA OE4501 IS IN MILLIMETERS I i I I I i I i I DGN FILE => 80e458ma004 , dgn 0 N W r !- 0 Q' r-� W f W U O 1-4 0' Z F- 0 Q 1-4 n W W Nel In D' 1 O eSiri DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riy 15 4806/4903 64 178 J/ 4/26/11 RpFESSJ0 REGIS EKED CI IL ENGINEER DATE X e N4� �SAUL M. K April 28, 2011 m PLANS APPROVAL DATE a No. 6131' 1 � THE STATE OF CALIFORNIA OR ITS OFFICERS~ OR AGENTS SHALL NOT BE R£SPO�i SIBL £ FOR s� G I V I L tiP THE ACCURACY OR COMPLETENESS OF SCANNED 4�F �� CA�zFo�� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY NO SCALE S C _ 4 RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT CU 08224 EA OE4501 IS IN MILLIMETERS I i I I I i I i I DGN FILE => 80e458ma004 , dgn 0 N x 0 Ld m r� Lv w n" U) w > i— w a ry o CONSTRUCTION THIS STAGE [3] CONSTRUCT ASPHALT PAVEMENT (ON SOUTH HALF OF INDIAN TRUCK TRAIL) F6 CONSTRUCT PORTION OF CONCRETE PAVEMENT � (ON RAMP ITT2 - NB OFF RAMP) w LEGEND I� w oz a a DIRECTION OF TRAVEL z x Q O NUMBER OF TRAVEL LANES I— <r <c cn z 0 z 0 Q c O x u Ln 00 -ac E 65 Lo o00 z Lil x ?t � H c Q i CL W U N 0/ 'Q c p O LL- Cl a_o C:) 4 ^ C U � LL x L O N Q' L.LI o oa a 0 Q o i O .........- -- .: r ke Via' .... .............. .-....- -- v. _ � - - Cq�p �qNC 1 e t i/c DIST COUNTY ROUTE KILOMETER POST SHEET1 TOTAL TOTAL PROJECT Noe SHEETS' 8 Riy 15 4806/490 3 68 178 4/26/11 IQ REGIS EKED RpFESS CI IL ENGINEER DATE e Nq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPI ETENESS OF SCANNED COPIES OF THIS PLAN SHEET SA UL M. Fti W Z w J � Z P- rr x--- VI fY W 1 > U 0' 0' Z F- 0 <t 0_ W `V a rr z 0 Q c O x u Ln 00 -ac E 65 Lo o00 z Lil x ?t � H c Q i CL W U N 0/ 'Q c p O LL- Cl a_o C:) 4 ^ C U � LL x L O N Q' L.LI o oa a 0 Q o i O .........- -- .: r ke Via' .... .............. .-....- -- v. _ � - - Cq�p �qNC 1 e t i/c DIST COUNTY ROUTE KILOMETER POST SHEET1 TOTAL TOTAL PROJECT Noe SHEETS' 8 Riy 15 4806/490 3 68 178 4/26/11 IQ REGIS EKED RpFESS CI IL ENGINEER DATE e Nq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPI ETENESS OF SCANNED COPIES OF THIS PLAN SHEET SA UL M. Fti K Z w No, 61311 xp.6I30/11 s� CIVIL P 9TF CF CAL IVOO, RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME=>JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 80e458m(3008 e dgn STAGE CONSTRUCTION (STAGE 3C INDEX) CU 08224 NO SCALE SC -8 EA OE4501 206- 72Q' 0 N d CO CV rn n N I O x I m LJ Lu V Lu Lu a o CONSTRUCTION THIS STAGE 1:fl CONSTRUCT ASPHALT PAVEMENT (ON RAMP 'ITT3" - SB ON RAMP AND SOUTH HALF OF INTERSECTION OF RAMP 'ITT3I�AT INDIAN TRUCK TRAIL). (RAMP CLOSED SEE SHEET TH-33 FOR DETOUR ROUTE) w LEGEND � w a a DIRECTION OF TRAVEL z x a I O NUMBER OF TRAVEL LANES 1- Q Q cn z 0 �-N >- 0 CO m Ld I— aw _jz w DC U U JV W QW = UQ U ( RAMP CLOSED) O CgMpeF� J D I STI COUNTY I ROUTEI TO OME ER PO T IS E TI ETTOTAL AL 8 Riy 15 1 4806/4903 69 1178 4/26/11 -' RpFE5S10 REGIS ERED CI IL ENGINEER DATE e Nq April 28, 2011 <:11"3��9900VL"1111111111"I Illi 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 SAUL M.1411 �y KANE z a No. 61311 m -ft xp.6/30/11 s� CIVIL P ti 9TF OF CAL RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME=>JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 80e458m0009 o dgn STAGE CONSTRUCTION. (STAGE 3D INDEX) CU 08224 NO SCALE EA OE4501 SC -8 0 CV aCO {tI I o0 LO n n II II n W W 00 J J W W Q� D � z r O _ > w cr (V Q O. 206- TZ�j w I- 0 D' Ld x--- (A w w U 0 z I— ca <[ n W w o n - ( RAMP CLOSED) O CgMpeF� J D I STI COUNTY I ROUTEI TO OME ER PO T IS E TI ETTOTAL AL 8 Riy 15 1 4806/4903 69 1178 4/26/11 -' RpFE5S10 REGIS ERED CI IL ENGINEER DATE e Nq April 28, 2011 <:11"3��9900VL"1111111111"I Illi 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 SAUL M.1411 �y KANE z a No. 61311 m -ft xp.6/30/11 s� CIVIL P ti 9TF OF CAL RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME=>JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 80e458m0009 o dgn STAGE CONSTRUCTION. (STAGE 3D INDEX) CU 08224 NO SCALE EA OE4501 SC -8 0 CV aCO {tI I o0 LO n n II II n W W 00 J J W W Q� D � z r O _ > w cr (V Q O. 206- TZ�j x w r V) m 0 w w n" Ln w F- U -1 a o' o CONSTRUCTION THIS STAGE P] CONSTRUCT ASPHALT PAVEMENT (ON WEST HALF OF RAMPS "ITT2" - NB OFF RAMP AND "I TT1 " - NB ON RAMP) I LEGEND w w w r a a DIRECTION OF TRAVEL x Q -� 1 NUMBER OF TRAVEL LANES I-- a Q a cn z 0 om m w l ---o Qw o 1z w Do _l (n LU QW _ Up 'U z 0 Q c x u Z C) Q o H 0 E LL- L O v a� o00 Z W x H 4 i w LLJ 0 0 0 t �n Q Z L C 0 L V- � J o Q o ci U / L- X L W o H a a IL i 1 etric DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEET'S 8 Riv 15 48..6/4903 70 178 4-A �, / 4/26/11 `�j _ RpFESS10 REGIS EKED CI IL ENGINEER DATE e Nq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNER COPIES OF THIS PLAN SHEET < SAUL M. KANE z cc_ Na, 61311 m xp. 6/30/1.1 s� CIVIL P 4TE OF CAL IF���l RBF CONSULTINGCOUNTY OF RIV€RSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 80e458ma01 O e dgn BUILT p . DATE 10 NAME a J/; STAGE CONSTRUCTION (STAGE 4A INDEX) CU 08224 0 N i a00 N Qp M n n c� C) w w 00 J J a- cL wW Q� zl r 0 M, NO SCALE sc- cr 0 N � I Ln Q J EA OE4501 206-730 W J � T 1--- L? D' w U 0 o' z F— a a n w o z 0 Q c x u Z C) Q o H 0 E LL- L O v a� o00 Z W x H 4 i w LLJ 0 0 0 t �n Q Z L C 0 L V- � J o Q o ci U / L- X L W o H a a IL i 1 etric DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEET'S 8 Riv 15 48..6/4903 70 178 4-A �, / 4/26/11 `�j _ RpFESS10 REGIS EKED CI IL ENGINEER DATE e Nq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNER COPIES OF THIS PLAN SHEET < SAUL M. KANE z cc_ Na, 61311 m xp. 6/30/1.1 s� CIVIL P 4TE OF CAL IF���l RBF CONSULTINGCOUNTY OF RIV€RSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 80e458ma01 O e dgn BUILT p . DATE 10 NAME a J/; STAGE CONSTRUCTION (STAGE 4A INDEX) CU 08224 0 N i a00 N Qp M n n c� C) w w 00 J J a- cL wW Q� zl r 0 M, NO SCALE sc- cr 0 N � I Ln Q J EA OE4501 206-730 x CONSTRUCTION THIS STAGE [3] CONSTRUCT ASPHALT PAVEMENT (ON EAST HALF OF RAMPS ITT2 AND ITT1 ) F CONSTRUCT CONCRETE (PORTION OF RAMP 11ITT211 NB OFF RAMP) I r,r-r7nln -<�:= DIRECTION OF TRAVEL x = I O1 NUMBER OF TRAVEL LANES o m am w �t w o 171 w U� U J Cn W QW _ u U :(D INDIAN TRUCK TRAIL UC 11 e tr,c DIST COUNTY W KILOMETER POST SHEET J � TOTAL PROJECT No. I— 8 C 15 4806/4903 71 178 x--- n cr w U 0 Z F- 0 Q n N w a rr :(D INDIAN TRUCK TRAIL UC 11 e tr,c DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riy 15 4806/4903 71 178 REGISTERED CIVIL ENGINEER April 28, 2011 PLANS APPROVAL DATE A /7cz /1 1 IJH I G Th'E STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBL F FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET F E S S LpN 9<' SAUL M. KANE z No. 61311 m cr- xp, 6/30/11 s� CIVIL P qTF OF CAL IF���� RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 THIS PLAN ACCURATE FORSTAGE CONSTRUCTION ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 8Oe458ma01 1 o dgn STAGE CONSTRUCTION (STAGE 46 INDEX) CU 08224 NO SCALE S C -11 EA OE4501 206-731 a CV aCO N � o0 I I 11 ID Q LI -1W � f- 00 J J (I- a_ W W d� z� 0 W CV I- J O x x w vff >- to co w w o' w F_ LU a O o CONSTRUCTION THIS STAGE E CONSTRUCT ASPHALT PAVEMENT (ON EAST HALF OF RAMP ITT4 - SB OFF RAMP) ECONSTRUCT CONCRETE (PORTION OF RAMP 11ITT411) w LEGEND I� w a a DIRECTION OF TRAVEL z O NUMBER OF TRAVEL LANES I— Q Q Ln z 0 3 1-11 >_ 0m m w l__o <w o JZ W Y cn w aw -r U0 U Z Q H W O c G. X u 00 LL_ O Ln Q ) � Z 00 / L LJ X N C / CL W C3'' C U t /) / 1 o Q 'co) O L LL � Q o C-) U / LA_ x L CV � W oa CLQ C Q a / O ... . ............... ..... :.: a � CgMp (2� �y 'a 1 e t r®C DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT Noe SHEETS'. 81 Riv 1 15 1 4806/4903 72 178 /.� �/i - 4/26/11 REGIS EKED CI IL ENGINEER DATE eRo�EsslaNq April 28, 2011 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 SAUL M. KANE y Lij No. 61311 cr_ 6130/11 114 CIVIL P TF �F CAL RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i - I DGN FILE => 80e458ma01 2 0 dgn STAGE CONSTRUCTION (STAGE 5A INDEX) NO SCALE S -C-12 CU 08224 EA OE4501 2o6.73 0 CW aCO :� N M n n w H 0 rr x--- n (A w w 1 9 U 0 0' z F- 0 0 a n w Y o cr Q Z Q H W O c G. X u 00 LL_ O Ln Q ) � Z 00 / L LJ X N C / CL W C3'' C U t /) / 1 o Q 'co) O L LL � Q o C-) U / LA_ x L CV � W oa CLQ C Q a / O ... . ............... ..... :.: a � CgMp (2� �y 'a 1 e t r®C DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT Noe SHEETS'. 81 Riv 1 15 1 4806/4903 72 178 /.� �/i - 4/26/11 REGIS EKED CI IL ENGINEER DATE eRo�EsslaNq April 28, 2011 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 SAUL M. KANE y Lij No. 61311 cr_ 6130/11 114 CIVIL P TF �F CAL RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i - I DGN FILE => 80e458ma01 2 0 dgn STAGE CONSTRUCTION (STAGE 5A INDEX) NO SCALE S -C-12 CU 08224 EA OE4501 2o6.73 0 CW aCO :� N M n n ZD6-733 x GENERAL NOTES (ALL STAGES) 1 ALL CONFLICTING PAVEMENT DELINEATION SHALL BE REMOVED (NOT LEGEND o BLACKED OUT) PRIOR TO STARTING WORK ON EACH STAGE. ALL CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. EXISTING ROADBED OR ROADBED CONSTRUCTED IN PREVIOUS STAGE I? 2 FINAL PAVEMENT DELINEATION IDENTIFIED ON STAGE CONSTRUCTION Ld PLANS SHALL BE PERMANENT PAVEMENT DELINEATION AS SHOWN ON CONSTRUCTION AREA THIS STAGE Ld THE PAVEMENT DELINEATION (PD) PLANS. Ld a 3 ALL STAGE CONSTRUCTION STRIPING AND MARKINGS SHALL BE PAINT CONSTRUCTION BY RAMP OR ROAD (2 COATS). TEMPORARY TAPE SHALL NOT BE USED. CLOSURE 4 LANE WIDTHS SHALL BE 3.3 m MINIMUM UNLESS OTHERWISE NOTED. DIRECTION OF TRAVEL INSIDE/OUTSIDE SHOULDER DIMENSIONS ARE MEASURED FROM THE FLOWLINE OF BARRIER, CURB OR TEMPORARY RAILING (TYPE K). o TEMPORARY RAILING ( TYPE K) WITH o' TEMPORARY TRAFFIC SCREEN AND SCUPPERS w 5 A MINIMUM CLEARANCE OF 0.3 m SHALL BE PROVIDED BETWEEN EXISTING o z OR TEMPORARY EDGE OF TRAVEL WAY AND TEMPORARY RAILING (TYPE K) TEMPORARY CRASH CUSHION MODULE, UNLESS OTHERWISE NOTED. ARRAY PER PLAN z x Q J 6 MESSAGES ON PORTABLE CHANGEABLE MESSAGE SIGNS SHALL BE Q APPROVED BY THE ENGINEER° • CHANNELIZERS (SURFACE MOUNTED) a cn 0 7 THE DESCRIPTIVE TERM "JOIN" WHEN USED ON THE PLANS REFERS TO CONSTRUCTION SIGN (1 POST) -' THE JOINING OF STAGE CONSTRUCTION STRIPING OR TEMPORARY RAILING (TYPE K) WITH EXISTING, FINAL, OR PREVIOUS STAGE CONSTRUCTION CONSTRUCTION AREA SIGN (2 POST) DELINEATION OR TEMPORARY RAILING (TYPE K) UNLESS OTHERWISE NOTED. m TYPE II BARRICADE (WITH SIGN AS NOTED) <0 8 FOR ADDITIONAL CONSTRUCTION AREA SIGNS AND DETAILS SEE CS PLANS. Iz o CONSTRUCTION AREA SIGNS SHALL HAVE BLACK LETTERING ON ORANGE -H-� TYPE III BARRICADE {WITH SIGN AS NOTED) U� � BACKGROUND. ROUTE SHIELDS SHALL BE STANDARD ORDER. ,- - JV) w 1 E , EXISTING TO REMAIN QW =� coo, 9 FOR ADDITIONAL 'STAGE -SPECIFIC' CONSTRUCTION NOTES SEE FIRST - SHEET OF EACH STAGE. PM PAVEMENT MARKING AS NOTED 10 TEMPORARY TRAFFIC SCREEN SHALL BE PLACED ON TOP OF TEMPORARY (PAINT 2 -COATS) RAILING (TYPE K) ADJACENT TO TRAVEL WAY AS SHOWN OR AS DIRECTED PAVEMENT DELINEATION (PD) DETAIL NUMBER J BY THE ENGINEER. 0 PER STANDARD PLANS (PAINT 2 -COATS) 1- 11 ALL APPROACH TAPERS FOR TEMPORARY RAILING (TYPE K) SHALL BE AT A 10:1 INSTALL CONSTRUCTION AREA SIGN, SIGN Of INSTALL FLATTER TRANSITION AND SHALL HAVE APPROACH CRASH CUSHIONS AS SHOWN CS o 0- ON THE PLANS. CODE PER PLAN o12 CONSTRUCTION OF SUB -STAGES MAY BE COMBINED ONLY IF THEY DO NOT IMPACT 'Al ANGLE POINT ROAD OR LANE CLOSURE DURATIONS. PERMISSION SHALL BE OBTAINED FROM THE z< ENGINEER IN WRITING PRIOR TO PERFORMING THE WORK. N+4CHANGE OF PAVEMENT DELINEATION DETAIL 13 CONSTRUCTION ACCESS POINTS FOR EQUIPMENT AND PERSONNEL MUST BE (3.6) EXISTING LANE DIMENSION o a APPROVED BY THE ENGINEER. 3.3 PROPOSED LANE DIMENSION RP REMOVE CONFLICTING PAVEMENT DELINEATON PCMS PORTABLE CHANGEABLE MESSAGE SIGN F FINAL PAVEMENT DELINEATION OR SIGN Z 0 RL RELOCATE EXISTING SIGNS) TO TEMPORARY LOCATION x ccn RS REMOVE AND SALVAGE Q Go L o (TM) TRAFFIC MANUAL 000 z 'W OT 'H Q i a La u u) C) L_ u ,L x�o N Lu 0 4 Q o THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I USERNAME=>JHOFERT DGN FILE=>8Oe458md001.dgn CHANNELIZER CLASS 1 ORANGE POST TYPE F, I OR G n LT ETW e tris DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riy 15 4806/4903 74 178 ��Lu �"[/I 4/28/11 QRpFESSI0N REGIS EKED CI IL ENGINEER DATE �a 411 SAUL M. KANE April 28, 2011 m PLANS APPROVAL DATE No. 61311 6.� THE STATE OF CALIFORNIA OR ITS OFFICERS XP. /30/11 OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qTF pF CAL IV COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. G'UASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 0.6 m 0.6 m FINISHED SURFACE RT ETW CHANNELIZER (SURFACE MOUNTED) TYPICAL LEFT AND RIGHT SHOULDER INSTALLATION NO SCALE CONTRACT kiA TRAFFIC HANDLING PLAN (DETAILS, NOTES AND LEGEND) NO SCALE TH-01 CU 08224 EA OE4501 0 N Q CO N10, 'M n n I1 11 W LiJ f- 0 0 J J wW F- d Z� 0 Ld o cr (V I V) O 206- 75,11 X X N >- (n m w w rr V) w I— Ld E o MR a >- �- o CO coLd o HM <c w _j 2: w cief U U J U) w aw _ UO U DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL' TOTAL PROJECT No. SHEETS' F R61-28(CA)Ca 6®0 m SPACING- 8 Riy 15 4806/490 3 75 178 CA) I _ (4 EACH ) 4/26/11e t% REGIS EKED CI IL ENGINEER DATE eROFEs5J0Na E 'SAUL M. ITTS 2+41 KANE --- Beg Temp RAILING (TYPE K) April 2a, 2011 � m w No. 61311 m Temp CRASH CUSHION PLANS APPROVAL DATE :• : IND _ r,4 MODULE ARRAY TS14 XP.6130l11 6.0 m SPACING (L: • '' THE STATE OF CALIFORNIA OR ITS OFFICERS 6 EACH ( ) • v OR AGENTS SHALL NOT B£ RESPONSIBLE FOR sr CIVIL �P 9 "I TT4" 174+02 END Temp RAILING ( TYPE K) Temp CRASH CUSHION MODULE ARRAY 'TS14' R1 -1 r --_l R6-1 (L) ; E R6-1 (R) L---4 R5-1 r---1 R5-1 (I. ' Q _ T SS OF SCANNED THE ACCURACY OR COMPL ETENE TF �� COPIES OF THIS PL AN SHEET OF CAS zFQ RBF CONSULTING COUNTY OF RIVERSIDE :`�.c.:- • = S 3300 E. GUASTI RD,STE 100 4080 LEMON STREET O; ONTARIO, CA 91 761 RIVERSIDE, CA 92501 m ; �., . rOo Z w Q _`ITT4" 173+84 C30A(CA) CS JOIN • V ® CONSTRUCTION NOTES THIS STAGE ,. � 6°0 m SPACING ......,_ ;, .........�...... ' �.w ( ) :: "ITT4" 173+78 (10 EACH) 1 pe' �_ _.... v � _ JOIN �z' o' 1 Const PCC CURB AND Gtr. Const SW PER Cv LAYOUT SHEETS 25 : G FConst RETAINING WALL -- 27B ,� "ITT4" 173+66 r---, "ITTS" 2+39 NOTE 1 Beg Temp RAILING E , Beg Temp RAILING REFER TO SHEET TH-26 FOR NB TEMESCAL (TYPE K) L --J C] = 0 Zz (TYPE K) ITT1 173+55 R Temp CRASH CUSHION `. :Tem CRASH CUSHION /�� Be Tem RAILING Cyn Rd DETOUR OUTE SIGNS `� Cv MODULE ARRAY 'TS 1 4' O w OI MOD pLE ARRAY 'TS 14' =``�_ (TYPE K )p 3 m m (tet. TH R5-1 r`' .�: SHE -ET 150+ R5-1 E R5_1 a _; -- SEE STA 150 ---� r--� R6-1 (L) 11 E = ATCH 2 Ret WALL No. 1 50 o z _ ,. / M E � Q, V L__J R6-1 (R) L --J Cn n 3 : E . R3-1 1 <</ 4 �: o 27B --J 2: Ret W LL Nflo 56E0013: J 25 Z Z i �. :. :... r Z r--, T" 150+08 _ -< u: v `.® 5 -- - : ':. • EJM3 1 '� - T; M R ILING :(TYPE K) ..-•� 27B 1 ; P : ITT1 1 73±52 .m = M6-2 WHIT Im ..END Temp RAILING- ° (TYPE K)A D 'STOP" PM __ LING Temp A Lu `� G92 CA G27 1 5 CA R 1-1 (TYPE K) ': ( ) 9 1 ) \ ) J 4° 6 - - E 1 CS ei M3-1 M6 -2 W4-4 Z i "ITTS" 2+15 _ C _ c ' ° CS S R5-1 a x--- w - CS / = ITT 5+40 _ ITT 6+86 d- R 0- V) � R3-2 A w �l C 5 _ / _ G92(CA) = , TR L R6-1 (R > U 1 r UCK_s . ::.::.::.... _ TYPE IV(R) PM r CK - 0 ' E G27(1 5)(CA) elf/ = -RAI ITT 6+73 -. 27 z G92(CA) L --J M3-3 = Temp RAI (TYPE ) � Q .- � =� �`: . -::. .......... .:: _ m LNG T K '.,_ G27(15)(CA) RL .. `�' `' M6-2 Q T 149+62 = ` �1 - cn M3-3 -' "ITT 1 +52 "ITT" 7+ 0 Beg Temp RAI ING w _ 3 73 q° a M6 2 ITTS 173+60 '. Bea Temp RAILING 6 _ (TYPE K) - - - - 27B .r 0 ae C= CL X c N 00 Ln LL - a) C> C 0 LLja �cr cn a) LIJ �' G1 END Temp RAILING ( TYPE K) "ITTS" 173+71 JOIN Exist Br No. 56-676L/R WALL LOL ----------- i I °3 \ I \ \ I I \ II OG \ 1r II KeT WALL NO. SbLUUI 4LA "ITT" 6+73 1 >: CS R3 -5(R) RP ° (4 EACH) 300 mm WHITE ' CS W20- r-- 1 PM R5-1 E AND STOP�, R3-5(IL) 'fl a �__� = IV(L) TYPE R5-1PM 22 . R6-1 (L)� E � RP . E J R6-1 (R)L__J j= E ; R6-1 (L) �__ 1 R6-1 (R) "I TT2" 172+71 "T" 149+1 8 PM ITT2 172+68 = END Temp RAILI END Tem RAILING = r Beg Temp RAILING "AHEAD" • p E R1 -1 (TYPE K) {TYPE K) , Exist st Br No. 56-676R/ ( TYPE K) L__J Tem CRASH CUSH I N W3-1 Tem CRASH CUSHION p .. Tem CRASH CUSH ION roc p MODULE PROPOSED WALL =-_____ __---� P "ITT" LINE ETW ES LOL---�---1 MODULE ARRAY 'TS14' v MODULE ARRAY TS1 4/ ARRAY 'TS14' 27B r`.. `. CS i I 14.4"T" T" 14 9+00 i w "STOP'' PM 0°61 °8 J Shld 4°!I 6 4°6 Shld <t: "T" 148+78 Temp RAILING I Temp RAILING (V :rr: JOIN' ( TYPE K) j ( TYPE K) 7 F= to r---► 4 ° 671 E , _s ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN LEJ z- TRAFFIC HANDLING PLAN 100 mm (SIDEWALK) STAGE 1 00 C�k SECTION A—A ® - ®.- 4 SCALE: 1:500 m m elk AML NTS THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS l i I i I i I i I USERNAME=>JHOFERT DGN FILE => 80e458md002.dgn CU 08224 EA OE4501 206-755 0 (V _-H CV 00 Lu Lu 00 0- a - Lu W Q� o� x w w En in Ld Ld Of 0 Lli F— Ld < 0� r) N, >- q rn m >- Lij �-- 0 < Lj M Z Ld CD _j (n Ld < LLI C.) n C) F— Lli rlr —i LLJ LL- LLJ 0 x (A 12L ir x < > u 0 < z 0 < n N, >- q rn m >- Lij �-- 0 < Lj M Z Ld CD _j (n Ld < LLI C.) n C) E -4 -4 A �(C "ITT1 173+30 A G92(CA) 1 5)( % r JOIN E G270 M3-1 % M6- 2 ,A G92(CA),G27(l 5)(CA r E % -0 M3-1 9M6-2 0 A FROM STAGE 1 E L --J ..0 CT\ E.3 V, r-' :4 -_:. + "ITT" 6+T. Ln < C) JOIN A A A�t A A A LLI ------ ...... ------------ ....... ------- ......... ...... . .............. .... ............................ N�--- -------------- ui .............. LINE ..... ................. ........ .. . ....... ........ ... ........ ... .......... .......... .... ..... . ........ ......... ............... -A U "A 6 ITT 6+84 INDIA"N T --- R----- !r .......................... ........................... ........ .... . ---------------- -- - ----------_. - ------ ....... --------------------------- --- J 0 I.N �� .... ........... ......... .... ......... . _j . .............. ............. ui t v v V =5 R3-1 I E Temp RAILINO.. - ( TYPE K) 1w, OG ----------------- L ---J - 1 E R51 E., L _'j R5- 1 Q L --J FR CM E NAGE 1 E R6-1 (L) R6-1 (R)L---J r% I I r% r's n r% -L . — PROPOSED ITT LINE r,---1 ' E ' L ---J "T" 149+85 JOIN E r----' R5-1 & R5-lci 1 -.L--j FROM STAGE 1 "T'' 149+ JOIN Temp RAILING (TYPE K) gap" etric ilk A DIST COUNTY ROUTE KILOMETER POST SHEET I TOTAL TOTAL PROJECT No.jSHEETS 8 R i v 15 48.6/49.3 77 178 -a-Z q1 4/26/11 �'�OFESS REGISfJO/V EKED ENGINEER DATE <�l SAUL M. 411 KANE April 28, 2011 m No. 61311 m PLANS APPROVAL DATE .6/30111 711E STATE OF CAL IFORNIA OR ITS OFFICERSXp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL THE ACCURACY OR C01V1oZZ-TrNF55 OF SCANNED qTF OF L 1F(v� COPIES OF THIS PZ AN 51VEET. RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CONSTRUCTION NOTES lfl Const HMA Pvmt PER LAYOUT SHEETS "T" 149+40 JOIN NOTE: REFER TO SHEET TH-27 FOR NB TEMESCAL Cyn Rd DETOUR -1ROUTE SIGNS 4.5 4 0 .3 0.6 X I EiR3-5(R) L --jFROM STAGE 1 R /W I SW, CURB cc 11 (FROM STAGE 1 INDIAN TRUCK TRAIL ''ITT" STA 7+14.006 TO STA 7+51.305 Temp RAILING (TYPE K) FROM STAGE "T" 149+00 JOIN 0.3 m Shld 25 m NOTE: PLACE 2 (TWO) TYPE III BARRICADES FLASHERS WITH R5-1, R5 -lo, AND R11-2 SIGNS ACROSS NB LANES JUST NORTH OF DRIVEWAY TO THE PRIVATE LAKE CO�!TRACT NoeB-OE450" 0 - C.C.A. DATE 1 Q- 3 Q MAXVEL-1 L THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I I I I I I I I I DGN FILE => 80e458md004.dgn 00 N "o ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN 00 TRAFFIC HANDLING Lu Lu STAGE 2A 0 SCALE: 1:500 ui TH -04 > m F- I 0 CU 08224 EA OE4501 206 - 737 Lli —i X F— x (A 12L ir Ld > u 0 Z < n (A Ld Ile, E -4 -4 A �(C "ITT1 173+30 A G92(CA) 1 5)( % r JOIN E G270 M3-1 % M6- 2 ,A G92(CA),G27(l 5)(CA r E % -0 M3-1 9M6-2 0 A FROM STAGE 1 E L --J ..0 CT\ E.3 V, r-' :4 -_:. + "ITT" 6+T. Ln < C) JOIN A A A�t A A A LLI ------ ...... ------------ ....... ------- ......... ...... . .............. .... ............................ N�--- -------------- ui .............. LINE ..... ................. ........ .. . ....... ........ ... ........ ... .......... .......... .... ..... . ........ ......... ............... -A U "A 6 ITT 6+84 INDIA"N T --- R----- !r .......................... ........................... ........ .... . ---------------- -- - ----------_. - ------ ....... --------------------------- --- J 0 I.N �� .... ........... ......... .... ......... . _j . .............. ............. ui t v v V =5 R3-1 I E Temp RAILINO.. - ( TYPE K) 1w, OG ----------------- L ---J - 1 E R51 E., L _'j R5- 1 Q L --J FR CM E NAGE 1 E R6-1 (L) R6-1 (R)L---J r% I I r% r's n r% -L . — PROPOSED ITT LINE r,---1 ' E ' L ---J "T" 149+85 JOIN E r----' R5-1 & R5-lci 1 -.L--j FROM STAGE 1 "T'' 149+ JOIN Temp RAILING (TYPE K) gap" etric ilk A DIST COUNTY ROUTE KILOMETER POST SHEET I TOTAL TOTAL PROJECT No.jSHEETS 8 R i v 15 48.6/49.3 77 178 -a-Z q1 4/26/11 �'�OFESS REGISfJO/V EKED ENGINEER DATE <�l SAUL M. 411 KANE April 28, 2011 m No. 61311 m PLANS APPROVAL DATE .6/30111 711E STATE OF CAL IFORNIA OR ITS OFFICERSXp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL THE ACCURACY OR C01V1oZZ-TrNF55 OF SCANNED qTF OF L 1F(v� COPIES OF THIS PZ AN 51VEET. RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CONSTRUCTION NOTES lfl Const HMA Pvmt PER LAYOUT SHEETS "T" 149+40 JOIN NOTE: REFER TO SHEET TH-27 FOR NB TEMESCAL Cyn Rd DETOUR -1ROUTE SIGNS 4.5 4 0 .3 0.6 X I EiR3-5(R) L --jFROM STAGE 1 R /W I SW, CURB cc 11 (FROM STAGE 1 INDIAN TRUCK TRAIL ''ITT" STA 7+14.006 TO STA 7+51.305 Temp RAILING (TYPE K) FROM STAGE "T" 149+00 JOIN 0.3 m Shld 25 m NOTE: PLACE 2 (TWO) TYPE III BARRICADES FLASHERS WITH R5-1, R5 -lo, AND R11-2 SIGNS ACROSS NB LANES JUST NORTH OF DRIVEWAY TO THE PRIVATE LAKE CO�!TRACT NoeB-OE450" 0 - C.C.A. DATE 1 Q- 3 Q MAXVEL-1 L THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I I I I I I I I I DGN FILE => 80e458md004.dgn 00 N "o ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN 00 TRAFFIC HANDLING Lu Lu STAGE 2A 0 SCALE: 1:500 ui TH -04 > m F- I 0 CU 08224 EA OE4501 206 - 737 x x >- U) co 0wwry U) Lij F— LU < f n R1 - 1 ---'FROM R6-1 (L): E E __'STAGE 1 uo. rn (D: f �D JLc -1 (R R6 Ld rn 11 Ld rlr;:- 0 z R5-1 RL R5-1 r E 1a < 1 0.3 R 5 R 5-1 a E 'R61-28(CA) ShId RL R6-1 (L) < I i n FROM STAGE 1 M E R6 -1(R) nZ� < < Ln ........ ''ITT4" 173+47 E :FROM STAGE 1 ----------------- ..... ....... ............. - --------------- ......... ------- JOIN 9. 0 C C= X Ln 0 00 Lf) LL - c) C> 00 c\1 LV a) ME a DC c)) LLJ u) t a ............ FROM STAGE 1 E .. ......... ................. . ....... .............. 0 FROM STAGE 1 ',E: ........... G270 5)(CA): E I M3-3 --- M6-2 FROM STAGE E G92(CA) E G270 5) (CA) 1 L J M3- 3 G42(TM) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 ro 0 80 USERNAME => JHOFERT IS IN MILLIMETERS I I I I I I I I I DGN FILE = > 80e4 58md005. dgn 1 - etric A 00 ui w I Z LO + = F— < F— F— LLJ u (10 LLJ F-- = < F— V) F— LIJ LLJ U) DIST� COUNTY ROUTE KILOMETER POST �SHEET J TOTAL � TOTAL PROJECT Noe SHEETS. 81 Riv 1 15 1 48.6/49.31 781178 A.' 4/26/11 �ko F E S S 10 REGIS fEKED CI�11L ENGINEER DATE I? /V4 April 28, 2011 PLANS APPROVAL DATE THE STATE OF CAZlf-ORNIA OR ITS OFFICERS OR AGENTS 511All NOT BE RESPONSIBLE FOR THE ACCURACY OR COYPZZ-TZ-NZ-55 OF SCANNED COPIES OF T1115 PLAN 511ZY-T. SAUL M. KANE Z 0 m w No. 61311 zm CC �tf xp. 6/30/11 sT CIVIL 4�F OF CAL I RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 Temp RAILING (TYPE K) C -D ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING STAGE 2A CU 08224 SCALE: 1500 TH-OS EA OE4501 206 - U8 O CV �U F- 3: F- 0 rr Ld x oNcn w �2e > 0 z F- 0 < 6-4 n W w 0 rr 9. 0 C C= X Ln 0 00 Lf) LL - c) C> 00 c\1 LV a) ME a DC c)) LLJ u) t a ............ FROM STAGE 1 E .. ......... ................. . ....... .............. 0 FROM STAGE 1 ',E: ........... G270 5)(CA): E I M3-3 --- M6-2 FROM STAGE E G92(CA) E G270 5) (CA) 1 L J M3- 3 G42(TM) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 ro 0 80 USERNAME => JHOFERT IS IN MILLIMETERS I I I I I I I I I DGN FILE = > 80e4 58md005. dgn 1 - etric A 00 ui w I Z LO + = F— < F— F— LLJ u (10 LLJ F-- = < F— V) F— LIJ LLJ U) DIST� COUNTY ROUTE KILOMETER POST �SHEET J TOTAL � TOTAL PROJECT Noe SHEETS. 81 Riv 1 15 1 48.6/49.31 781178 A.' 4/26/11 �ko F E S S 10 REGIS fEKED CI�11L ENGINEER DATE I? /V4 April 28, 2011 PLANS APPROVAL DATE THE STATE OF CAZlf-ORNIA OR ITS OFFICERS OR AGENTS 511All NOT BE RESPONSIBLE FOR THE ACCURACY OR COYPZZ-TZ-NZ-55 OF SCANNED COPIES OF T1115 PLAN 511ZY-T. SAUL M. KANE Z 0 m w No. 61311 zm CC �tf xp. 6/30/11 sT CIVIL 4�F OF CAL I RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 Temp RAILING (TYPE K) C -D ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING STAGE 2A CU 08224 SCALE: 1500 TH-OS EA OE4501 206 - U8 O CV �U x x �>- 000 m Lu �o Qw o JZ Ld —!(n W QW _ U0 U C Z �0 'C> x o Z 00 o Ln LL - CS 0 0 �z `v LLJ ME ��--5) I� V t l W o 1 e f ric :.::. . ......... .... .......... . ........... . . ..M • .- - - ....... ..... .. ....... . ....... ....... ---------- .......... -.-....-.. . ................ L . ALS R AN - C L,Z a A F---1 FROM STAGE 1 ; E L---1 "T" 10+46 JOIN r---, FROM STAGE 1 ; E DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noe SHEETS 8 Riv 15 48.6/49.3 79 1178 A. /��S/ 4/26/11 REGIS EKED CI IL ENGINEER DATE o Q�oFEsslahgC SAUL M. KANE April 28, 2011 m No. 61311 m PLANS APPROVAL DATE � z _. � THE STATE OF CALIFORNIA OR ITS OFFICERS XP. 5130/1.1 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED OF CIV COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 NOTE REFER TO SHEET TH-27 FOR NB TEMESCAL Cyn Rd DETOUR ROUTE SIGNS COUNTY R/W on w J t c.CA. OATE R.E. THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 80e458md006 . dgn ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CU 08224 TH-06 EA OE4501 206 - 73q a CO :�i N n W J H c x--- w U 0 �--� Z c� a n w o cr C Z �0 'C> x o Z 00 o Ln LL - CS 0 0 �z `v LLJ ME ��--5) I� V t l W o 1 e f ric :.::. . ......... .... .......... . ........... . . ..M • .- - - ....... ..... .. ....... . ....... ....... ---------- .......... -.-....-.. . ................ L . ALS R AN - C L,Z a A F---1 FROM STAGE 1 ; E L---1 "T" 10+46 JOIN r---, FROM STAGE 1 ; E DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noe SHEETS 8 Riv 15 48.6/49.3 79 1178 A. /��S/ 4/26/11 REGIS EKED CI IL ENGINEER DATE o Q�oFEsslahgC SAUL M. KANE April 28, 2011 m No. 61311 m PLANS APPROVAL DATE � z _. � THE STATE OF CALIFORNIA OR ITS OFFICERS XP. 5130/1.1 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED OF CIV COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 NOTE REFER TO SHEET TH-27 FOR NB TEMESCAL Cyn Rd DETOUR ROUTE SIGNS COUNTY R/W on w J t c.CA. OATE R.E. THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 80e458md006 . dgn ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CU 08224 TH-06 EA OE4501 206 - 73q a CO :�i N n x e F 5-1 E L___J E FROM STAGE 1 L_ J .0% r G92(CA) .A % E G27(1 5) Ld _j M3-1 M6-2 M G92(CA) -A 3 G270 5)(CA): r -:A E -.6 M3-1 L--.44 ----------- -------------_--- --- I -------- l-.-___ - -- - -- - ------------------ - - ------ - -- ------- --- - - --------------- -------- ------- n cn >_ ----------------------------- < Ld v v V v v Rl 1-2 E -1 R6-1 ( i ) C) R6-1 (R) _j LjJ R3-1 I' E 'I hcs L < LLJ C S W20-3 -'R5-1 R5-1 r L IR5-1 Cl I". ` : E E 1 R5-1 < f E L___J c d l m NOTE: PLACE PCMS (1 ) AT BASE OF RAMP PCMS SEE CONSTRUCTION AREA SIGN PLAN FOR ADDITIONAL PCMS k 0.3 m Shid _,,—Temp RAILING (TYPE K) r --_l E FROM STAGE 2A DIST COUNTY ROUTE KILOMETER POST SHEET I TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 48.6/49.3 80 178 -a.1 q1 4/26/11 oFE REGISfEkLD-C1�1L ENGINEER DATE S S 101V4<1 SAUL M. KANE April 28, 2011 m No. 61311 w m PLANS APPROVAL DATE cr_ xp. 6/30/11 THE STATE OT CAZIFORNIA OR ITS 41 OR AGENTS 511All NOT BE RESPONSIBLE FOR 5T CIVIL THE ACCURACY OR C0YPZZ_7Z_NZ_55 OF SCANNED OF C L 1E C0PjrZ_5 OF THIS PLAN 5HZ_Z_T. RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CONSTRUCTION NOTES lflConst HMA Pvmt PER LAYOUT SHEETS. REFER TO SHEET TH-28 FOR DETOUR ROUTE AND SIGNS NOTES: CONSTRUCT INTERSECTION PAVEMENT SEPARATELY TO MINIMIZE INDIAN TRUCK TRAIL CLOSURE DURATION REFER TO SHEET TH-28 FOR INTERSECTION CLOSURE DETOUR ROUTE SIGNS SFS CS W13-41(45) 25 27B A .. .................. R=o m "T"1 48+10 Beg REVERSE CURVE Beg Temp RAILING (TYPE K) MIRACT "s. CAA. DATE — R.E. MW ME THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I I I I I I I DGN FILE => 8Oe458md007.dgn 25 JOIN R=550 m Q 6.0 m SPACING (10 EACH) FROM STAGE 2A E <i -6' 4504ALL DIMENSIONS ARE IN — I X METERS UNLESS OTHERWISE SHOWN TRAFFIC %R6-1 Mr E STAGE 213 R6— 1 (R) J CS R3 1 @,"-2.0 m SPACING ('1;PY.. n (9 'EACH) Lu n R3-1 U Ln Of < % E < f E L___J c d l m NOTE: PLACE PCMS (1 ) AT BASE OF RAMP PCMS SEE CONSTRUCTION AREA SIGN PLAN FOR ADDITIONAL PCMS k 0.3 m Shid _,,—Temp RAILING (TYPE K) r --_l E FROM STAGE 2A DIST COUNTY ROUTE KILOMETER POST SHEET I TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 48.6/49.3 80 178 -a.1 q1 4/26/11 oFE REGISfEkLD-C1�1L ENGINEER DATE S S 101V4<1 SAUL M. KANE April 28, 2011 m No. 61311 w m PLANS APPROVAL DATE cr_ xp. 6/30/11 THE STATE OT CAZIFORNIA OR ITS 41 OR AGENTS 511All NOT BE RESPONSIBLE FOR 5T CIVIL THE ACCURACY OR C0YPZZ_7Z_NZ_55 OF SCANNED OF C L 1E C0PjrZ_5 OF THIS PLAN 5HZ_Z_T. RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CONSTRUCTION NOTES lflConst HMA Pvmt PER LAYOUT SHEETS. REFER TO SHEET TH-28 FOR DETOUR ROUTE AND SIGNS NOTES: CONSTRUCT INTERSECTION PAVEMENT SEPARATELY TO MINIMIZE INDIAN TRUCK TRAIL CLOSURE DURATION REFER TO SHEET TH-28 FOR INTERSECTION CLOSURE DETOUR ROUTE SIGNS SFS CS W13-41(45) 25 27B A .. .................. R=o m "T"1 48+10 Beg REVERSE CURVE Beg Temp RAILING (TYPE K) MIRACT "s. CAA. DATE — R.E. MW ME THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I I I I I I I DGN FILE => 8Oe458md007.dgn 25 JOIN R=550 m Q 6.0 m SPACING (10 EACH) FROM STAGE 2A E <i -6' 4504ALL DIMENSIONS ARE IN — I X METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING STAGE 213 SCALE: 1 :500 T H — O7 CU 08224 EA OE4501 206-7110 x x W W W rr �--� W Ld a Q o F- ry Ld LI W 0 z <c z Q J F— Q z 0 "T"1 52+28 N">- 0 fn m w �a w r� -J z W 0 QW _ UM U 1 ' etric DIST COUNTY I ROUTE KILOMETER POST ISHEETI TOTAL TOTAL PROJECT Noe SHEETS 81 Riv 1 15 1 48.6/49.31 81 1178 �uA 4/26/ �- 11 /� ROF�ssra REGIS EKED%� CI IL ENGINEER DATE e Nq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPL ETEN£SS OF SCANNED COPIES OF THIS PLAN SHEET SAUL M. Fy KANE w No. 61311 m xp. 6/30/11 114 CIVIL P TCF CAL LF���� RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 :. ►; z 0 a 0 x cl- 00N 0z o „z c- cr- oo Ln �Lj- 00 00 z N LLJ N c, I Q U) Q / CL W 6 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I USERNAME=>JHOFERT DGN FILE=>80e458md008.dgn CU 08224 EA OE4501 J �.. .. _... .... :::..... ::::...::: (3.6 -.:. ... MANY :.. .:......... :- ,: ::. 3.6 TE :. • �.�...�.�.. ...•.......... .-- ......-........ -....- E w ........................... 3 7-1 o_ ...... W ---... .. -_ .... .. ......... ........ . ...... .. .......... ..... ....... :.__...... ..1...5.x• w � ............ _ _..:_ ...: ::. ... > C3 .. ... --- 0 ......... 3.6 E' 27B �? L --J 0.6 ® R=546 m Sh I d Var RP o n Min 0.3 m Shld� :. ►; z 0 a 0 x cl- 00N 0z o „z c- cr- oo Ln �Lj- 00 00 z N LLJ N c, I Q U) Q / CL W 6 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I USERNAME=>JHOFERT DGN FILE=>80e458md008.dgn CU 08224 EA OE4501 x x m d W w rr V) w I— w a o SEE SHEET PD -5 CONSTRUCTION NOTES ❑4 Const COLD PLANE AND HMA OVERLAY PE AND TYPICAL SECTIONS NOTE: REFER TO SHEET TH-29 FOR to @1 6.0 m SPACING TEMESCAL Cyn Rd DETOUR .: (10 EACH) ROUTE SIGNS w :`: F SEE SHEET PD -5 LL- Lli _ D o o >- En m w <w o _jz w _j W <( W 2 U0 U IDISTI COUNTY I ROUTE KILOMETER POST, SHEET TOTAL TOTAL PROJECT No. SHEETS 4806/4903 82 178 • / i pFEISS qtr/C REGIS EKED CI IL ENGINEER DATE o Q� °Nq� SAUL M. KANE April 28, 2011 110 m PLANS APPROVAL DATE 11 a No. 61311 z ,� THE STATE OF CALIFORNIA OR ITS OFFICERS xp.6/30/11 OR AGENTS SHALL NOT BE RESPONSIBLE FOR S'j CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED CAL 100 COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 "T" 152+66 Lu TCE JOIN ;> COUNTY R/W r 1- Ld --� x--- (A 'FROM STAGE 1 & 2A °.....: .... . �E� ............ w__�.. .. ... a6 > v G PM 300 mm WHITE ::...::.. „ -� TEME - .4 CANYON R CLO.ED ..- (3al z I- T LINE ca a .. TYPEPM . IV(R) �„ -,- - WITH R11 5 o ....... _ a 0 X Or) o Z o Q 00 Ln LA- 0 0 co Q 60 nc Q W 0 D c r � MM SEE SH,I PD -3 WITH R11-2 SIGN SEE SHEET PD -3 COUNTY R /W 2D6- ?z/Z WITH W1 -6(L) SIGN F` PM 300 ®a ®a gg% v x o N mm WHITE PM STOP < -10 , PM TYPE IV(L) ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN o0 CS W20-3 TRAFFIC HANDLING 00 57 x 6.0 m (5 EACH) SPACING STAGE 2C ww o � F SEE SHEET PD -3 SCALE -a 1:500 _ T H C9, N W � ' N THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY �o RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS USERNAME => JHOFERT DGN FILE _> 80e458md009 . dgn CU 08224 EA OE4501 2D6- ?z/Z x x � >- om m Ld I -- <w o JZ LdLd U U J (n Ld aw Up U O Q C C),o� x o cn Z 0 Ln LL - 00 o c �z N W a c H o i CL W cn Z U or W3-1 I CS • Z W4-4 r-- r--�I _ E FROM STAGE 1 Li E i � - -- .:o_. --J ®` �,r .. — FROM I— 2 STAGE 2co V? = = r — `� �' O R5 1 RAMP CLOSURE PER 3 4� ' E� R5-1a,S `:: Std PLAN T14 'o r--� R1 -1 ® -JR6-1(R) �Ov _ �• R5-1 -- :. U R5-1 a E ; FROM STAGE ';1- IROM STAGE 1 ! E r -mom __ J .� - - R6-1 (L) --J - •FRC)J STAGS 2A, E , RP L _J AA A 4 •,..•- `' _ ...... • cid ------ _ - • __ • :... . a I ........ ..:....0 ......... ---- . .. .. ; . . :::::::.. :.- IN.DIAN TRUCK TRAI - - ... ........................................ .... 3e6 ................,1..0.8. ' 3e 6 _..__.. _k ................................... ._... a.. , Air ■ F� @ 6.0 m SPACING Q (34 EACH) (, R3-1 G92(CA) I E I R5-1 Z G27(1 )(CA) E . R1-1 L --J M3-3 R6-1 (L)r I :O M6-2 R6-1 (R)�E� C.S R3 -5(R) E :FROM STAGE 1 TYPE IV(R) PM' mm� r ---I ' E ' I 1 L__J COV Caltrans DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noe SHEETS 8 Riv 15 4806/4903 83 178 �pFESSIQ REGIS ERED CI IL ENGINEER DATEo e Nq� SAUL M. KANE April 28, 2011 m PLANS APPROVAL DATE No. 61311 THE STATE OF CALIFORNIA OR ITS OFFICERS _xp.6/30./11 OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED OF CALIF COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CONSTRUCTION NOTES [3] Const HMA Pvmt PER LAYOUT SHEETS F4] Const COLD PLANE AND H'MA OVERLAY PER LAYOUT SHEETS E IFR M PREVIOUS STAGE --J 0 NOTE: O REFER TO SHEET TH-30 FOR i2�,A NB ON RAMP DETOUR ROUTE SIGNS CS R11-2 W1-7 CS R1-1 �= W4-4 CS R3-2 V :.. ,. RP G 6.0 m SPACING (1 5 EACH) E FROM STAG I I E 2A & 2B 01"', -0" r� .N1 \ REVIOUS STAGE,' E L__J r --,R6-1 (L) �E-jR6-1 (R) P , --1R5-1 LE-j'R5-1a Z Lp NOTE PLACE PCMS (1) AT BASE OF RAMP SEE CONSTRUCTION AREA SIGN PLAN FOR ADDITIONAL PCMS THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT is IN MILLIMETERS DGN FILE => 80e458md01 O. dan ALL DIMENSIONS ARE IN 1.QEiW4 METERS UNLESS OTHERWISE SHOWN �a•'3 TRAFFIC HANDLING STAGE 2D SCALE: ,:soo TH-10 CU 08224 EA OE4501 0 N d00 (V 00 Ld Ld 00 J J W W Q� F- 0 1-- N I Q O Ld J � r Ld x--- to CL ir w U o Z F— (3 a w In rr O Q C C),o� x o cn Z 0 Ln LL - 00 o c �z N W a c H o i CL W cn Z U or W3-1 I CS • Z W4-4 r-- r--�I _ E FROM STAGE 1 Li E i � - -- .:o_. --J ®` �,r .. — FROM I— 2 STAGE 2co V? = = r — `� �' O R5 1 RAMP CLOSURE PER 3 4� ' E� R5-1a,S `:: Std PLAN T14 'o r--� R1 -1 ® -JR6-1(R) �Ov _ �• R5-1 -- :. U R5-1 a E ; FROM STAGE ';1- IROM STAGE 1 ! E r -mom __ J .� - - R6-1 (L) --J - •FRC)J STAGS 2A, E , RP L _J AA A 4 •,..•- `' _ ...... • cid ------ _ - • __ • :... . a I ........ ..:....0 ......... ---- . .. .. ; . . :::::::.. :.- IN.DIAN TRUCK TRAI - - ... ........................................ .... 3e6 ................,1..0.8. ' 3e 6 _..__.. _k ................................... ._... a.. , Air ■ F� @ 6.0 m SPACING Q (34 EACH) (, R3-1 G92(CA) I E I R5-1 Z G27(1 )(CA) E . R1-1 L --J M3-3 R6-1 (L)r I :O M6-2 R6-1 (R)�E� C.S R3 -5(R) E :FROM STAGE 1 TYPE IV(R) PM' mm� r ---I ' E ' I 1 L__J COV Caltrans DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noe SHEETS 8 Riv 15 4806/4903 83 178 �pFESSIQ REGIS ERED CI IL ENGINEER DATEo e Nq� SAUL M. KANE April 28, 2011 m PLANS APPROVAL DATE No. 61311 THE STATE OF CALIFORNIA OR ITS OFFICERS _xp.6/30./11 OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED OF CALIF COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CONSTRUCTION NOTES [3] Const HMA Pvmt PER LAYOUT SHEETS F4] Const COLD PLANE AND H'MA OVERLAY PER LAYOUT SHEETS E IFR M PREVIOUS STAGE --J 0 NOTE: O REFER TO SHEET TH-30 FOR i2�,A NB ON RAMP DETOUR ROUTE SIGNS CS R11-2 W1-7 CS R1-1 �= W4-4 CS R3-2 V :.. ,. RP G 6.0 m SPACING (1 5 EACH) E FROM STAG I I E 2A & 2B 01"', -0" r� .N1 \ REVIOUS STAGE,' E L__J r --,R6-1 (L) �E-jR6-1 (R) P , --1R5-1 LE-j'R5-1a Z Lp NOTE PLACE PCMS (1) AT BASE OF RAMP SEE CONSTRUCTION AREA SIGN PLAN FOR ADDITIONAL PCMS THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT is IN MILLIMETERS DGN FILE => 80e458md01 O. dan ALL DIMENSIONS ARE IN 1.QEiW4 METERS UNLESS OTHERWISE SHOWN �a•'3 TRAFFIC HANDLING STAGE 2D SCALE: ,:soo TH-10 CU 08224 EA OE4501 0 N d00 (V 00 Ld Ld 00 J J W W Q� F- 0 1-- N I Q O ,Zob - I YY .4p, x r '*_1 >- r-1 M m Ld F-- o aw o JZ W D U UU J� W aLu Up U ''ITT5" 2+08 27E W1 -4(L) W1 3-1 (25) G92(CA) G27(15)(CA); E-; M3-3 L --J G43(TM) 3°0 m SPACING Typ (3 EACH) R1 -1--� R6-1 (L) ; E R6-1 (R) L--4 NOTE: REFER TO SHEET TH-31 FOR NB OFF RAMP DETOUR ROUTE SIGNS W3-1 FROM E STAGE 2D L ---J MATCH LINE SEE ABOVE RIGHT THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 80e458mdOl 3 o dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS' 8 Riv 15 4806/49°3 86 1178 etilC REGIS ERED CI IL ENGINEER DATE a eRpFEsSr °N4<' SAUL M. KANE April 28, 2011 m PLANS APPROVAL DATE No. 61311 m � xp.6/30/11 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR s" CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED qTF pF CALtF�� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 MATCH LINE SEE BELOW LEFT STAGE 2C R1-1 FROM PREVIOUS STAGE 0-4 STAGE 2D L ---j ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN ;yr TRAFFIC HANDLING PLAN STAGE 3A SCALE: 1:500 CU 08224 TH-13 EA OE4501 206. 7ycw a N o T,, W rLd ( x--- (n OC W �► U 0 D' Z F- (3 Q 6-4 0- V) o ''ITT5" 2+08 27E W1 -4(L) W1 3-1 (25) G92(CA) G27(15)(CA); E-; M3-3 L --J G43(TM) 3°0 m SPACING Typ (3 EACH) R1 -1--� R6-1 (L) ; E R6-1 (R) L--4 NOTE: REFER TO SHEET TH-31 FOR NB OFF RAMP DETOUR ROUTE SIGNS W3-1 FROM E STAGE 2D L ---J MATCH LINE SEE ABOVE RIGHT THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 80e458mdOl 3 o dgn DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS' 8 Riv 15 4806/49°3 86 1178 etilC REGIS ERED CI IL ENGINEER DATE a eRpFEsSr °N4<' SAUL M. KANE April 28, 2011 m PLANS APPROVAL DATE No. 61311 m � xp.6/30/11 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR s" CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED qTF pF CALtF�� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 MATCH LINE SEE BELOW LEFT STAGE 2C R1-1 FROM PREVIOUS STAGE 0-4 STAGE 2D L ---j ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN ;yr TRAFFIC HANDLING PLAN STAGE 3A SCALE: 1:500 CU 08224 TH-13 EA OE4501 206. 7ycw a N o T,, x rn m F- 4 0 W W tY V) 1-1 w > i— Ld a Q a r ---i E ; FROM STAGE ;3X - `Li-' E R61-28(CA) SEE SHEET TH-1 5 "ITT" 5+62 o a J MATCH LINE "ITT4" STA 173+80 END CURVE_ JOIN • x Q J �^ = z o Q "ITT5" 2+77 3 �� J r--� FROM STAGES z JOIN ITT5 2+61i o JOIN -- w� ' EJ 1 AND 2A FROM STAGES 1 AND 2ALi j'. om Ld m F- < Lu JZ Ld =) (-D �Z U1-4 U J in W aw (-)m CU ................................ • • - f W1 -3(0, W 1 3-1 (2S) - r ......::::::::::::......:::::::....::::::::.:::::------ ::::::: E ...� ..-.....-- ROM STAGE 3A L --_j ---------------- --•--�---.......-.. ------ F ------.....: 600 m SPACING Typ (17 EACH) 6.0 m (8 EACH) CONSTRUCTION NOTES SPACING Typ Const HMA Pvm t PER LAYOUT SHEETS Const Conc PAVEMENT PORTION OF OFF RAMP NOTE REFER TO SHEET TH-32 FOR SB OFF RAMP DETOUR ROUTE SIGNS FROM STAGE 1 ; E L__J G92 (CA) G27(1 5)(CA) I E M3-3 L --J M6-2 WITH R1 1-2 SIGN 1 e t ric THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 8Oe458md01 4. dgn DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noe SHEET`. 8 Riy 15 4806/4903 87 178 4/26/11 PROFESS paN KED REGIS ECI IL ENGINEER DATE 4 April 289 2011 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 SAUL M. KANE Z U No. 61311 m xP. 6/30/11 s� CIVIL P 9�F OF CAL IF�R�1 RBF CONSULTING COUNTY OF RIVERSIDE 3300 Ea GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 0 Q0 Q (.fl v) _ "—� w = w W = z Ln _w w Q CONtpNtt qo,ALL DIMENSIONS ARE IN , C.C.A.bTf p�3' � 4 METERS UNLESS OTHERWISE SHOWN �-� TRAFFIC HANDLING STAGE 313 CU 08224 SCALE: 1 :500 TH-14 EA OE4501 206-- . 7Y 7 0 N Q 00 CV �p M w J � 0 rr LTJ x--- cn n w o z F- < n W W o rr ................................ • • - f W1 -3(0, W 1 3-1 (2S) - r ......::::::::::::......:::::::....::::::::.:::::------ ::::::: E ...� ..-.....-- ROM STAGE 3A L --_j ---------------- --•--�---.......-.. ------ F ------.....: 600 m SPACING Typ (17 EACH) 6.0 m (8 EACH) CONSTRUCTION NOTES SPACING Typ Const HMA Pvm t PER LAYOUT SHEETS Const Conc PAVEMENT PORTION OF OFF RAMP NOTE REFER TO SHEET TH-32 FOR SB OFF RAMP DETOUR ROUTE SIGNS FROM STAGE 1 ; E L__J G92 (CA) G27(1 5)(CA) I E M3-3 L --J M6-2 WITH R1 1-2 SIGN 1 e t ric THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 8Oe458md01 4. dgn DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noe SHEET`. 8 Riy 15 4806/4903 87 178 4/26/11 PROFESS paN KED REGIS ECI IL ENGINEER DATE 4 April 289 2011 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 SAUL M. KANE Z U No. 61311 m xP. 6/30/11 s� CIVIL P 9�F OF CAL IF�R�1 RBF CONSULTING COUNTY OF RIVERSIDE 3300 Ea GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 0 Q0 Q (.fl v) _ "—� w = w W = z Ln _w w Q CONtpNtt qo,ALL DIMENSIONS ARE IN , C.C.A.bTf p�3' � 4 METERS UNLESS OTHERWISE SHOWN �-� TRAFFIC HANDLING STAGE 313 CU 08224 SCALE: 1 :500 TH-14 EA OE4501 206-- . 7Y 7 0 N Q 00 CV �p M x Vff >- cn m 0 W W cin w Lu Q tz d r N >- clm III cnF- 0 QW 17" w c5 Nel U U J cn w <w -r Up U LL W o_ z Nel Z rr x Q w x--- F < Q cn z 0 U 0 ,--- , >- clm III cnF- 0 QW 17" w c5 Nel U U J cn w <w -r Up U 7 Q q- Z C) o L J Lj- C) C) v CU LO / LL x Lo N ,Q- W 0 H o "Q Q CLcn a o 300 mm WHITE AND "STOP" W1 -3(L), W1 3-1 (25) C FROM STAGE 3A L E J "ITT2" 172+74 JOIN r ---i E;FROM STAGE 2C L --J r---1 E M-7 FROM STAGE 3A L --_j E, R1-1 FROM L --J PREVIOUS STAGE E ' R1 -1 FROM STAGE 2D L --_j r---1 EiFROM STAGE 2C J ----i THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 8Oe458md01 6 a dgn I DIST COUNTY I ROUTE KILOMETER POST ISHEETI TOTAL TOTAL PROJECT I No. ISHEETS 4806/4903 1 89 1178 REGIS EKED CI IL ENGINEER DAT April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCORACY OR COMPLETENESS OF SCANNED COPIES OF THIS PL AN SHEET OQRpFESSI0N SAUL M. F ti KANE z cr-No, 61311 m Xp, 6/30/11 s� CIVIL p qTF OF CALIV RBF CONSULTING COUNTY OF RIVERSIDE 3300 Ea G'UASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING STAGE 313 CU 08224 SCALE: 1500 TH-16 EA OE4501 Qp M n n 0 0 W W 00 J J W W 0� z I T - w. 206-7H9 w F— (3 rr '-' w x--- In n ir w U 0 ,--- , Of z -- a a 12- w In rr 7 Q q- Z C) o L J Lj- C) C) v CU LO / LL x Lo N ,Q- W 0 H o "Q Q CLcn a o 300 mm WHITE AND "STOP" W1 -3(L), W1 3-1 (25) C FROM STAGE 3A L E J "ITT2" 172+74 JOIN r ---i E;FROM STAGE 2C L --J r---1 E M-7 FROM STAGE 3A L --_j E, R1-1 FROM L --J PREVIOUS STAGE E ' R1 -1 FROM STAGE 2D L --_j r---1 EiFROM STAGE 2C J ----i THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 8Oe458md01 6 a dgn I DIST COUNTY I ROUTE KILOMETER POST ISHEETI TOTAL TOTAL PROJECT I No. ISHEETS 4806/4903 1 89 1178 REGIS EKED CI IL ENGINEER DAT April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCORACY OR COMPLETENESS OF SCANNED COPIES OF THIS PL AN SHEET OQRpFESSI0N SAUL M. F ti KANE z cr-No, 61311 m Xp, 6/30/11 s� CIVIL p qTF OF CALIV RBF CONSULTING COUNTY OF RIVERSIDE 3300 Ea G'UASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING STAGE 313 CU 08224 SCALE: 1500 TH-16 EA OE4501 Qp M n n 0 0 W W 00 J J W W 0� z I T - w. 206-7H9 IN W wo O c C= -0C3, (=) X oo Ln LL_ OD 0 rn LLJ ME CL_ LLJ 0 r i FROM STAGE 3B: E 11 L__J W1 -4(R) W13-1(30) I`'' "ITTA" 175+85 JOIN: MATCH LINE STA "ITT4" 174+80 30 m SPACING WITH C30(CA) SIGN Typ "ITT4" 175+40 END REVERSE CURVE .R=86 - Q 6.0 m SPACING (13 EACH) R=78 "ITT4" 175+05 LL.4 ............ .4b uo; rLLJ Beg REVERSE CURVE =;4- r-- y; JOIN SOUTH 15.0 m SPACING (15 EACH) —y JR San Diego ................. a 30.0 m SPACING WITH 15 C30(CA) SIGN Typ R1 -1 R6 -1(L) R6 -1(R) R5-1 "ITT3" 173+70 _z Beg Temp RAILING (TYPE K) r----(/ GNM' E G27-2(15 M3-3 M6-2 E L___J THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I I I I I USERNAME => JHOFERT DGN FILE => 8Oe458mdOl7.dgn DIST� COUNTY ROUTE KILOMETER POST SHEET'TOTAL TOTAL PROJECT No.SHEETS 8 Riy 15 48.6/49.3 90 178 4/26/11 ire t Hoc / CI IL ENGINEER DATE '? ?,OF E S S 101V4 REGISTERED TE <) 111 SAUL M. Fti ti KANE April 28, 2011 m Ld No. 61311 PLANS APPROVAL DATE cr_ XP.6/3Q/11 THE STATE OF CAZIFORNIA OR ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT THE ACCURACY OR C0WPLfTfNZ55 OF SCANNED OF C LlF COPIES OF 1-H.15 PLAN 5HZTT. RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 911761 RIVERSIDE, CA 92501 0 r 0 m I001wel 1160 0 ?K41 I I a &i Const HMA Pvmt PER LAYOUT SHEETS Const Conc PAVEMENT PORTION OF OFF -RAMP 13 10 0 0, L 1 6:+05 ``JTT-S'\l 76+35 00 0 Ld + z Q0 _j < = i-- LLI U 0 Ld < 0 Lli Ld 0 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CU 08224 TH-17 EA OE4501 < CO Q0 rn z 0 > w CV < 206..760 Ld ry Ld LL Lij (D z w x x Ld < z 0 F- D < W wo O c C= -0C3, (=) X oo Ln LL_ OD 0 rn LLJ ME CL_ LLJ 0 r i FROM STAGE 3B: E 11 L__J W1 -4(R) W13-1(30) I`'' "ITTA" 175+85 JOIN: MATCH LINE STA "ITT4" 174+80 30 m SPACING WITH C30(CA) SIGN Typ "ITT4" 175+40 END REVERSE CURVE .R=86 - Q 6.0 m SPACING (13 EACH) R=78 "ITT4" 175+05 LL.4 ............ .4b uo; rLLJ Beg REVERSE CURVE =;4- r-- y; JOIN SOUTH 15.0 m SPACING (15 EACH) —y JR San Diego ................. a 30.0 m SPACING WITH 15 C30(CA) SIGN Typ R1 -1 R6 -1(L) R6 -1(R) R5-1 "ITT3" 173+70 _z Beg Temp RAILING (TYPE K) r----(/ GNM' E G27-2(15 M3-3 M6-2 E L___J THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I I I I I USERNAME => JHOFERT DGN FILE => 8Oe458mdOl7.dgn DIST� COUNTY ROUTE KILOMETER POST SHEET'TOTAL TOTAL PROJECT No.SHEETS 8 Riy 15 48.6/49.3 90 178 4/26/11 ire t Hoc / CI IL ENGINEER DATE '? ?,OF E S S 101V4 REGISTERED TE <) 111 SAUL M. Fti ti KANE April 28, 2011 m Ld No. 61311 PLANS APPROVAL DATE cr_ XP.6/3Q/11 THE STATE OF CAZIFORNIA OR ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT THE ACCURACY OR C0WPLfTfNZ55 OF SCANNED OF C LlF COPIES OF 1-H.15 PLAN 5HZTT. RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 911761 RIVERSIDE, CA 92501 0 r 0 m I001wel 1160 0 ?K41 I I a &i Const HMA Pvmt PER LAYOUT SHEETS Const Conc PAVEMENT PORTION OF OFF -RAMP 13 10 0 0, L 1 6:+05 ``JTT-S'\l 76+35 00 0 Ld + z Q0 _j < = i-- LLI U 0 Ld < 0 Lli Ld 0 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CU 08224 TH-17 EA OE4501 < CO Q0 rn z 0 > w CV < 206..760 Ld r 0 rlr w x Ld 0 z F- 0 < 1-4 n (A w Nel 13 rwIl W wo O c C= -0C3, (=) X oo Ln LL_ OD 0 rn LLJ ME CL_ LLJ 0 r i FROM STAGE 3B: E 11 L__J W1 -4(R) W13-1(30) I`'' "ITTA" 175+85 JOIN: MATCH LINE STA "ITT4" 174+80 30 m SPACING WITH C30(CA) SIGN Typ "ITT4" 175+40 END REVERSE CURVE .R=86 - Q 6.0 m SPACING (13 EACH) R=78 "ITT4" 175+05 LL.4 ............ .4b uo; rLLJ Beg REVERSE CURVE =;4- r-- y; JOIN SOUTH 15.0 m SPACING (15 EACH) —y JR San Diego ................. a 30.0 m SPACING WITH 15 C30(CA) SIGN Typ R1 -1 R6 -1(L) R6 -1(R) R5-1 "ITT3" 173+70 _z Beg Temp RAILING (TYPE K) r----(/ GNM' E G27-2(15 M3-3 M6-2 E L___J THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I I I I I USERNAME => JHOFERT DGN FILE => 8Oe458mdOl7.dgn DIST� COUNTY ROUTE KILOMETER POST SHEET'TOTAL TOTAL PROJECT No.SHEETS 8 Riy 15 48.6/49.3 90 178 4/26/11 ire t Hoc / CI IL ENGINEER DATE '? ?,OF E S S 101V4 REGISTERED TE <) 111 SAUL M. Fti ti KANE April 28, 2011 m Ld No. 61311 PLANS APPROVAL DATE cr_ XP.6/3Q/11 THE STATE OF CAZIFORNIA OR ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT THE ACCURACY OR C0WPLfTfNZ55 OF SCANNED OF C LlF COPIES OF 1-H.15 PLAN 5HZTT. RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 911761 RIVERSIDE, CA 92501 0 r 0 m I001wel 1160 0 ?K41 I I a &i Const HMA Pvmt PER LAYOUT SHEETS Const Conc PAVEMENT PORTION OF OFF -RAMP 13 10 0 0, L 1 6:+05 ``JTT-S'\l 76+35 00 0 Ld + z Q0 _j < = i-- LLI U 0 Ld < 0 Lli Ld 0 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CU 08224 TH-17 EA OE4501 < CO Q0 rn z 0 > w CV < 206..760 x 0 Ld >-- to m > FROM STAGE 3A ; E Lu rr Ln Temp RAILING— Lu (TYPE K) o' co Z °O a X 00 N z 00 Ln o 00 0' Z r� W �c / 'W r --_l R 1-1 FROM STAGE D'IE L--� R1 -1 FROM ; E REVIOUS STAGE L__ ' FROM STAGE 3A ; E . L__J 27B RP= ro 1 G Min 0®3 m Shld 6 �r .0). "ITT2" -1 72+25 Temp RAILING ( TYPE K) Q, E "ITT2" 1 71 +95 Beg Temp RAILINGCD : (TYPE K) ---_ Temp CRASH CUSHION J MODULE ARRAY 'TS14' - 9 r---► W 1 -7 E I F ROM STAGE r ---I E R 1-1 FROM STAGE 2D L__J etric 1 EIFROM STAGES 2A & 2B L__J DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riy 15 4806/4903 91 178 4/26/11 REGIS E.RED GI IL ENGINEER DATE PpFE5S10 �o e SAUL M. KANE April 28, 2011 m PLANS APPROVAL DATE No. 61311 THE STATE OF CALIFORNIA OR ITS OFFICERS xp. 6/3011 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT C I V I L P THE ACCURACY OR COMPLETENESS OF SCANNED qTF pF CALIF��� COPIES OF THIS PZ AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 "ITT2" 1 71 +56 END REVERSE CURV JOIN R=78 25 r -- FROM STAGE 3A; E; R=67 L__J "ITT2" 171+20 SEE SHEET PD -2 F Beg REVERSE CURVE JOIN CS W1 -4(R) W13-1(30) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I i I i b USERNAME=>JHOFERT DGN FILE=>80e458mdOl8.dgn ALL DIMENSIC}NS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING STAGE :3C SCALE: 1.500 �CU 08224 TH-18 EA OE4501 Z06 - ?sl 0 N Q (V �a ww 00 J -f CL 0- ww r I CV I d- 0 w 3 + Q0 Ld LL_w r- Q w o Q �� Nel U 4 2 a (5°2) F_ �z V . .. ............... < z cn W 0 0 Lu = LLI V ------ ---- ---- •. .............. •...... mm mLdJ ------ - -- ------ - F— O to Q uj Z W ur n R5_1 : E cv v Q R 5-1 C] L -__J _jV) aw w _ R6-1 (L) - R6 -1(R) FROM STAGE Z °O a X 00 N z 00 Ln o 00 0' Z r� W �c / 'W r --_l R 1-1 FROM STAGE D'IE L--� R1 -1 FROM ; E REVIOUS STAGE L__ ' FROM STAGE 3A ; E . L__J 27B RP= ro 1 G Min 0®3 m Shld 6 �r .0). "ITT2" -1 72+25 Temp RAILING ( TYPE K) Q, E "ITT2" 1 71 +95 Beg Temp RAILINGCD : (TYPE K) ---_ Temp CRASH CUSHION J MODULE ARRAY 'TS14' - 9 r---► W 1 -7 E I F ROM STAGE r ---I E R 1-1 FROM STAGE 2D L__J etric 1 EIFROM STAGES 2A & 2B L__J DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riy 15 4806/4903 91 178 4/26/11 REGIS E.RED GI IL ENGINEER DATE PpFE5S10 �o e SAUL M. KANE April 28, 2011 m PLANS APPROVAL DATE No. 61311 THE STATE OF CALIFORNIA OR ITS OFFICERS xp. 6/3011 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT C I V I L P THE ACCURACY OR COMPLETENESS OF SCANNED qTF pF CALIF��� COPIES OF THIS PZ AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 "ITT2" 1 71 +56 END REVERSE CURV JOIN R=78 25 r -- FROM STAGE 3A; E; R=67 L__J "ITT2" 171+20 SEE SHEET PD -2 F Beg REVERSE CURVE JOIN CS W1 -4(R) W13-1(30) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I i I i b USERNAME=>JHOFERT DGN FILE=>80e458mdOl8.dgn ALL DIMENSIC}NS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING STAGE :3C SCALE: 1.500 �CU 08224 TH-18 EA OE4501 Z06 - ?sl 0 N Q (V �a ww 00 J -f CL 0- ww r I CV I d- 0 w c w Nel U O F_ �z V Q w 1101 0 ct� Z °O a X 00 N z 00 Ln o 00 0' Z r� W �c / 'W r --_l R 1-1 FROM STAGE D'IE L--� R1 -1 FROM ; E REVIOUS STAGE L__ ' FROM STAGE 3A ; E . L__J 27B RP= ro 1 G Min 0®3 m Shld 6 �r .0). "ITT2" -1 72+25 Temp RAILING ( TYPE K) Q, E "ITT2" 1 71 +95 Beg Temp RAILINGCD : (TYPE K) ---_ Temp CRASH CUSHION J MODULE ARRAY 'TS14' - 9 r---► W 1 -7 E I F ROM STAGE r ---I E R 1-1 FROM STAGE 2D L__J etric 1 EIFROM STAGES 2A & 2B L__J DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riy 15 4806/4903 91 178 4/26/11 REGIS E.RED GI IL ENGINEER DATE PpFE5S10 �o e SAUL M. KANE April 28, 2011 m PLANS APPROVAL DATE No. 61311 THE STATE OF CALIFORNIA OR ITS OFFICERS xp. 6/3011 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT C I V I L P THE ACCURACY OR COMPLETENESS OF SCANNED qTF pF CALIF��� COPIES OF THIS PZ AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 "ITT2" 1 71 +56 END REVERSE CURV JOIN R=78 25 r -- FROM STAGE 3A; E; R=67 L__J "ITT2" 171+20 SEE SHEET PD -2 F Beg REVERSE CURVE JOIN CS W1 -4(R) W13-1(30) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I i I i b USERNAME=>JHOFERT DGN FILE=>80e458mdOl8.dgn ALL DIMENSIC}NS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING STAGE :3C SCALE: 1.500 �CU 08224 TH-18 EA OE4501 Z06 - ?sl 0 N Q (V �a ww 00 J -f CL 0- ww r I CV I d- 0 Fj x IFN IN CONSTRUCTION NOTES 3] Const HMA Pvmt PER LAYOUT SHEETS 0 NOTE: REFER TO SHEET TH-33 FOR SB ON RAMP DETOUR ROUTE SIGNS Q 6.0 'm SPACING c\l (6 EACH) LL------------------- T Klr% T A Al -1-rl%l 10%1.0 ------ E :R3 -7R : E ;R3 -7R Temp RAILING (TYPE K) "ITT5" 2+46 Temp CRASH CUSHION MODULE ARRAY 'TS14 Beg Temp RAILING G92�CA E (TYPE K) ' I G27-2(15) CA L__J M3-3 M6-2 DIST I COUNTY 8 R Caltrans ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT Noe SHEETS 15 48.6/49.3 92 178 4/26/11 _s 9�,,cl!!lz. SIO A etric REGIS EKED Cl 11 ENGINEER DATE SAUL M. Fti KANE April 28, 2011 0 PLANS APPROVAL DATE No. 61311 XP. 130/11 THE STATE OF CAZIFORNIA OR ITS OFFICERS r- OR AGENTS SHALL NOT BE RESPONSIBLESP0N5lRESPONSIBLEFOR IS, CIVIL tiP THE ACCURACY OR C01WRZZ_Tf_NFS5 OF SCANNED TF COPIES OF THIS RZ AN SHEET of CAL RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET Al ONTARIO, CA 91761 RIVERSIDE, CA 92501 E r 6.0 m PACING (9 EACH 30 m SPACIN'G WITH E I I C30A(CA) SIGN Q 30 m SP `X LING WITH Y L___J P.... N Typ FROM STA -GE ':3A:; C30A(CA) Sl' E Q 6.0 m SPACING' (23 EACH) CS R3-2 "ITT'' 5+27 „_ITT" Q+-01 Beg REVERSE CURVE %CURVE :END Temp-,. P-0 300 mm WHITE 'PM 24 Bei FINAL. PD AND "STOP" . A 1 (3. (42) i . t I TT Ll N*F4 vor- .... .... 3.6 ............... : . ................ .6 --------------- 27B — 5.1 v v v v v vt "ITT" 5+45 PER SHEET END Temp RAILING F PD -3 (TYPE K) "ITT" 5+24 O R3_1 CS 12 m SPACING dy (6 EACH) . t V_A Yll 0, 0 PER SHEET PD- 3 vN g, ,N. E FROM PREVIOUS STAGES r L___J -1 RL R6 - 1 RL RL R5 P -1(R) C;- 1 R6 n.: cam: E L___J ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN R THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I I I I I I I I I DGN FILE => 80e458md019.dgn TRAFFIC HANDLING STAGE 31) SCALE: 1:500 CU 08224 TH-19 EA OE4501 2.06" Zf2 Ld F- m F_ 0 rr W Ld r) cr_ w Nel > C.) 0 P-4 n� z F_ 0 < 6-4 W w x IFN IN CONSTRUCTION NOTES 3] Const HMA Pvmt PER LAYOUT SHEETS 0 NOTE: REFER TO SHEET TH-33 FOR SB ON RAMP DETOUR ROUTE SIGNS Q 6.0 'm SPACING c\l (6 EACH) LL------------------- T Klr% T A Al -1-rl%l 10%1.0 ------ E :R3 -7R : E ;R3 -7R Temp RAILING (TYPE K) "ITT5" 2+46 Temp CRASH CUSHION MODULE ARRAY 'TS14 Beg Temp RAILING G92�CA E (TYPE K) ' I G27-2(15) CA L__J M3-3 M6-2 DIST I COUNTY 8 R Caltrans ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT Noe SHEETS 15 48.6/49.3 92 178 4/26/11 _s 9�,,cl!!lz. SIO A etric REGIS EKED Cl 11 ENGINEER DATE SAUL M. Fti KANE April 28, 2011 0 PLANS APPROVAL DATE No. 61311 XP. 130/11 THE STATE OF CAZIFORNIA OR ITS OFFICERS r- OR AGENTS SHALL NOT BE RESPONSIBLESP0N5lRESPONSIBLEFOR IS, CIVIL tiP THE ACCURACY OR C01WRZZ_Tf_NFS5 OF SCANNED TF COPIES OF THIS RZ AN SHEET of CAL RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET Al ONTARIO, CA 91761 RIVERSIDE, CA 92501 E r 6.0 m PACING (9 EACH 30 m SPACIN'G WITH E I I C30A(CA) SIGN Q 30 m SP `X LING WITH Y L___J P.... N Typ FROM STA -GE ':3A:; C30A(CA) Sl' E Q 6.0 m SPACING' (23 EACH) CS R3-2 "ITT'' 5+27 „_ITT" Q+-01 Beg REVERSE CURVE %CURVE :END Temp-,. P-0 300 mm WHITE 'PM 24 Bei FINAL. PD AND "STOP" . A 1 (3. (42) i . t I TT Ll N*F4 vor- .... .... 3.6 ............... : . ................ .6 --------------- 27B — 5.1 v v v v v vt "ITT" 5+45 PER SHEET END Temp RAILING F PD -3 (TYPE K) "ITT" 5+24 O R3_1 CS 12 m SPACING dy (6 EACH) . t V_A Yll 0, 0 PER SHEET PD- 3 vN g, ,N. E FROM PREVIOUS STAGES r L___J -1 RL R6 - 1 RL RL R5 P -1(R) C;- 1 R6 n.: cam: E L___J ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN R THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I I I I I I I I I DGN FILE => 80e458md019.dgn TRAFFIC HANDLING STAGE 31) SCALE: 1:500 CU 08224 TH-19 EA OE4501 2.06" Zf2 x x m Ld W rr w Ld < o o N IN LL- Ld O z Q z a _ ::D F - Q Q 0 D N�' >- m En m Ld F- .< LLJ 0 J z Ld UU J (n Ld Q LTJ = Up U 0 a Cm �o ° x o 4n <D E 0 Ln L00LL - 00 U Z W �ME p �+ 0 W U "ITT2" 1 71 +14 Beg Temp RAILING ( TYPE K) Temp CRASH CUSHION Gd 7.6 m SPACING MODULE ARRAY 'TS 14' ( 7 EACH) -- -, E FROM STAGE 3A E W1 -4(R), W13-1(30) FROM STAGE 3C SEE SHEET PD -3 OM STAGE 3D ,0 m SPACING WITH IA(CA) SIGN Typ m SPACING ACH) -------------- iwii i U®.a iii ai iiu H1 -1.: 1-HU'M -, PREVIOUS STAGE s _E H6-1 (L) & Hb -1 (H) I HUM E PREVIOUS STAGE I rLWA COMOLIA e tric ..... ----- . ........................................ ----------------------- . ............... ................. ------ ......... E ; FROM PREVIOUS STAGE -- TYP. C� Ln Ln ANAP Ln +y 1 J A ZIONco 14 I U OM PREVIOUS STAGE RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 80e458mdO2O ° dgn DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No° SHEETS 8 RiX 15 48.6/49.3 93 178 A.1� q/ 4/26/11 �pFESS10KDCIIENGINEER DATE N4REGISE April 26, 2011 SAUL M. KANE z w 61311 m PLANS APPROVAL DATE � NO' - _ � xp, 6.13.0:/11 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR s'�CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 9TF of CAL IFpFi� COPIES OF THIS RL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CONSTRUCTION NOTES EConst HMA Pvm t PER LAYOUT SHEETS ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING STAGE 4A SCALE: 1:500 CU 08224 TH-20 EA OE4501 206- 753 0 CV cfl � n oa ww I-- __j — J J 0-0- ww +Q H a z 0 I >(D w cr N ul J Q Ld I r 0 ry Ld X--- VI r Ld 1 U 0 z F- c a n Ld o ry 0 a Cm �o ° x o 4n <D E 0 Ln L00LL - 00 U Z W �ME p �+ 0 W U "ITT2" 1 71 +14 Beg Temp RAILING ( TYPE K) Temp CRASH CUSHION Gd 7.6 m SPACING MODULE ARRAY 'TS 14' ( 7 EACH) -- -, E FROM STAGE 3A E W1 -4(R), W13-1(30) FROM STAGE 3C SEE SHEET PD -3 OM STAGE 3D ,0 m SPACING WITH IA(CA) SIGN Typ m SPACING ACH) -------------- iwii i U®.a iii ai iiu H1 -1.: 1-HU'M -, PREVIOUS STAGE s _E H6-1 (L) & Hb -1 (H) I HUM E PREVIOUS STAGE I rLWA COMOLIA e tric ..... ----- . ........................................ ----------------------- . ............... ................. ------ ......... E ; FROM PREVIOUS STAGE -- TYP. C� Ln Ln ANAP Ln +y 1 J A ZIONco 14 I U OM PREVIOUS STAGE RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 80e458mdO2O ° dgn DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No° SHEETS 8 RiX 15 48.6/49.3 93 178 A.1� q/ 4/26/11 �pFESS10KDCIIENGINEER DATE N4REGISE April 26, 2011 SAUL M. KANE z w 61311 m PLANS APPROVAL DATE � NO' - _ � xp, 6.13.0:/11 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR s'�CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 9TF of CAL IFpFi� COPIES OF THIS RL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CONSTRUCTION NOTES EConst HMA Pvm t PER LAYOUT SHEETS ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING STAGE 4A SCALE: 1:500 CU 08224 TH-20 EA OE4501 206- 753 0 CV cfl � n oa ww I-- __j — J J 0-0- ww +Q H a z 0 I >(D w cr N ul J Q x 0 V) m � W W rr r-+ LTJ I— Ld <C \ >- C) 00 m W F— < uj QW 0 —1 Z Ld ::) (D U U J (n W QW _ U0 U F— W Cr Ld LL W 0 z 2 Q X--- Y Z Ci X 4 J W I— Q Q (n Z 0 F- D \ >- C) 00 m W F— < uj QW 0 —1 Z Ld ::) (D U U J (n W QW _ U0 U Q C> X N V% Z Q E 0 Ln L.L O .O 00 W a)ME 0)1-- ac W 4- 3 q 0 LLA- o v U / LA— X Ln O N o W o a • cn Q Q o IN 04 C� ric DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Nao SHEETS 8 Riy 15 48.6/49.3 94 178 Zzi 9 k," 4/2:6/11 REGIS EKED CI IL ENGINEER DATE QR°FEssroN9 April 28, 2011 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 SAUL M. KANE z Na, ,61311 XP.6/30/11 ,rT CIVIL p 9TF �F CAL IF0'!t - ...... -- .. ....... ..... ... ...... ...... ........... ........ND ........ .H I IRT a "ITT1 " 176+92 e :.. 3®3 JOIN r---, E' L__J r 0.3 m Shld Temp RAILING ( TYPE K) "ITT1 " 174+40 Beg Trans 25 �!....'.s/� 25 IF I SEE SHEET PD -6 "ITT1 " 176+00 END Trans RN,4s E ; FROM PREVIOUS STAGE RP "ITT1 " 175+80 "ITT1 " 176+40 Beg Trans JOIN END Temp RAILING ( TYPE K) "ITT1" 175+00 END Trans 27B ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLIN STAGE 4A G SCALE: 1 :500 TH-21 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 80e458md021 edgn CU 08224 EA OE4501 W F- m S F- 0 Of Lij X--- (A Ci cc W 00 rr z F- 0 n w e rr Q C> X N V% Z Q E 0 Ln L.L O .O 00 W a)ME 0)1-- ac W 4- 3 q 0 LLA- o v U / LA— X Ln O N o W o a • cn Q Q o IN 04 C� ric DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Nao SHEETS 8 Riy 15 48.6/49.3 94 178 Zzi 9 k," 4/2:6/11 REGIS EKED CI IL ENGINEER DATE QR°FEssroN9 April 28, 2011 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 SAUL M. KANE z Na, ,61311 XP.6/30/11 ,rT CIVIL p 9TF �F CAL IF0'!t - ...... -- .. ....... ..... ... ...... ...... ........... ........ND ........ .H I IRT a "ITT1 " 176+92 e :.. 3®3 JOIN r---, E' L__J r 0.3 m Shld Temp RAILING ( TYPE K) "ITT1 " 174+40 Beg Trans 25 �!....'.s/� 25 IF I SEE SHEET PD -6 "ITT1 " 176+00 END Trans RN,4s E ; FROM PREVIOUS STAGE RP "ITT1 " 175+80 "ITT1 " 176+40 Beg Trans JOIN END Temp RAILING ( TYPE K) "ITT1" 175+00 END Trans 27B ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLIN STAGE 4A G SCALE: 1 :500 TH-21 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 80e458md021 edgn CU 08224 EA OE4501 x I m c Ld W ry w F_ w a x o 1�11 >_ 0 c m Ld �o C( W 0 Jz W N, U _I V) W QW = Up U F W r J Ld w U z z a X--- z x Q w 1 F_ a aC cn z 0 F- 3 < 1�11 >_ 0 c m Ld �o C( W 0 Jz W N, U _I V) W QW = Up U o Q e X N t/'1 F z 0 Ln c) 0LL_ 0 00 z w 4 (1) W 0 0 s d Q Z U c C o I- �a � J o e x L O CV 'q- w O o a a cn Q o .. ----- ................ ......... ............ ........ ------ ......... ............... .......... .. ...... ............. ........... "ITT2" 172 Beg Trans JOIN "ITT2" 1 71 +20 "ITT2" 1 71 +57 Beg REVERSE CURVE END REVERSE CURVE .. ------ 27B F—F]SEE nSHE EFROM STAGE 3A -- W1-4(L) LCS]C30A(CA) W13-1(25) ( TYPE K)_ Temp CRASH CUSHION MODULE ARRAY 'TS14' OM PREVIOUS STAGE R-�-1 n s\U I �L/ R6 -1(R) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I I I r e f ric --- ... Th. ....................... ................. . ---- -------- E FROM PREVIOUS STAGE - - USERNAME=>JHOFERT DGN FILE=>80e458md022.dan n tJ� ►E cn L_ LA LA LA co O E FROM PREVIOUS STAGE DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 4806/4903 95 178 �/- � 4 /26 /1 1 REGIS ERED CI�IL ENGINEER DATE QROFEssla�4 April 28, 2011 SAUL KANE z PLANS APPROVAL DATE 'No. 61311 x xp. 6/30/11 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� C I V I L P THE ACCURACY OR COMPLETENESS OF SCANNED qTF �F CALIFpFz�� COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CONSTRUCTION NOTES F3] Const HMA Pvm t PER LAYOUT SHEETS F6] Const Conc PAVEMENT PORTION OF OFF -'A ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING STAGE 413 SCALES 1:500 T H 2112 CU 08224 EA OE4501 206-75,5 Qp M n n W J H F- 0 0' Ld X--- to ir w 1 CU O z F- a < w a rr o Q e X N t/'1 F z 0 Ln c) 0LL_ 0 00 z w 4 (1) W 0 0 s d Q Z U c C o I- �a � J o e x L O CV 'q- w O o a a cn Q o .. ----- ................ ......... ............ ........ ------ ......... ............... .......... .. ...... ............. ........... "ITT2" 172 Beg Trans JOIN "ITT2" 1 71 +20 "ITT2" 1 71 +57 Beg REVERSE CURVE END REVERSE CURVE .. ------ 27B F—F]SEE nSHE EFROM STAGE 3A -- W1-4(L) LCS]C30A(CA) W13-1(25) ( TYPE K)_ Temp CRASH CUSHION MODULE ARRAY 'TS14' OM PREVIOUS STAGE R-�-1 n s\U I �L/ R6 -1(R) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I I I r e f ric --- ... Th. ....................... ................. . ---- -------- E FROM PREVIOUS STAGE - - USERNAME=>JHOFERT DGN FILE=>80e458md022.dan n tJ� ►E cn L_ LA LA LA co O E FROM PREVIOUS STAGE DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 4806/4903 95 178 �/- � 4 /26 /1 1 REGIS ERED CI�IL ENGINEER DATE QROFEssla�4 April 28, 2011 SAUL KANE z PLANS APPROVAL DATE 'No. 61311 x xp. 6/30/11 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� C I V I L P THE ACCURACY OR COMPLETENESS OF SCANNED qTF �F CALIFpFz�� COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CONSTRUCTION NOTES F3] Const HMA Pvm t PER LAYOUT SHEETS F6] Const Conc PAVEMENT PORTION OF OFF -'A ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING STAGE 413 SCALES 1:500 T H 2112 CU 08224 EA OE4501 206-75,5 Qp M n n —i xLli LJ V) 0 W Ld U) H w w Q o' o w LL. Ld 0 z z,-. ,--� , x < _jw w + _D M I Q cn z 0 D NI -1 >_ r-) 00 m Ld I_o aw o Jz Ld U� U J (n Ld aw = Up U r ---I E ; FROM PREVIOUS STAGES L__J W ®1 J H 0r� V Of LL x___ LLJ tc2L nc 6 w o CS R3-2 a a 4 4 � 6.0 m SPACING Typ 0-1 il-(3 EACH) rr o z 0 �o 0- x y N Z O Q c ooL LAS U O 00 `n W w H ° GC Q ✓ LL W 0 C to CONSTRUCTION NOTES Const HMA Pvmt PER LAYOUT SHEETS Const Conc PAVEMENT PORTION OF OFF -RAMP "ITT4" 175+52 END Temp RAILING ( TYPE K) Temp CRASH CUSHION MODULE ARRAY 'TS14' DISTI COUNTY eti/c 14 fit REGIS EKED CI A -- *I 70 `3^14 ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noe SHEETS 15 4806/4903 97 178 ENGINEER 1 1-/91\J /11 1 1%V V AL Vm I L THE STAT£ OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET E QROFESSIQN O 9� SAUL M. ti KANE No. 61311 xp. 6/30/11 s� CIVIL P 9TF OF CAL I����� RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 -- ; W1 -4(R), W13-1(30) LE_jFROM STAGE 3C '? PMS ON �A THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I i I i I I I R p,NS P, W C A\- USERNAME=>JHOFERT DGN FILE=>80e458mdO24.dgn ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING STAGE 5A SCALE: 1:500 CU 08224 TH-24 EA OE4501 206.757 0 IM �a A.: O X Ln (\j 00 Ln LL_ 00 Ln LLJ CL LLJ 0) In Ln % Ld X F- uo w 0 rr re) re) Ld (1) n cr Wsle, > u X cc z F- 0 < 0-4 z V) W Ld V) a m z 0 Ld rm LLJ Of LLJ LLJ <c 8N 8 F_ o' Lij BIND �1N0 LL_ Ld 0 z OD Q0 Q0 (5) uo (_0 z z rf) rf) rrY r1r) N X < n n Ir < cn z O X Ln (\j 00 Ln LL_ 00 Ln LLJ CL LLJ 0) In Ln % Ld X F- uo w 0 rr re) re) Ld (1) n cr Wsle, > u 0 z F- 0 < 0-4 n V) W a O X Ln (\j 00 Ln LL_ 00 Ln LLJ CL LLJ 0) In Ln % r___1 1E: FROM PREVIOUS STAGES L__J "ITT4" 173+58 Beg Temp RAILING (TYPE K) CONSTRUCTION NOTES IflConst HMA Pvmt PER LAYOUT SHEETS 1flConst Conc PAVEMENT PORTION OF OFF -RAMP .......... ........... 6 Temp RAILING (TYPE K) ....................... CS R1 -1 CS R61 -19.1 (CA) -------- - . ........... ........ .......... �' .............. ................ ................ .............. ... ...... ........... ................ ........... .... .. . ............ .................. ....... ................ ..... .......... ... ............ ................ ........... I .... ... ............ ... .... ........ ........................................ ........... ... ...... ... ... ...... ... . ..... ..... .. .. ......... .... .... .. ........... ............ ........... ......... 7 .... .... ......... ...... 3.6 Va 3.6 A-% f_1 C-1 r-% A L I f% 14.6 ......... __ '-"ITT4" 175+41 END Temp RAILING (TYPE K) Temp CRASH CUSHION MODULE ARRAY 'TS14 / a ric DIST COUNTY ROUTE KILOMETER POST SHEET[ TOTAL TOTAL PROJECT No. J',SHEETS 8 R i v 15 48.6/49.3 98 178 4/26/11 REGISfE_<) �LD I 'CI�IL ENGINEER DATE sslo SAUL M. KANE April 28, 2011 PLANS APPROVAL DATE No. 61311xp.- 6/30/11 THE STATE OF CAZIFORNZA OR ITS OFFICERS OR AGENTS SHALL NOT BE Rf_5P0N51BZf_ FOR CIVIL THE ACCURACY OR C01VPLZ_TZ_NF55 OF SCANNED CAL COPIES OF THIS PLAN 5HZ_Z_T. RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CS I C30A(CA) (3.6) 176 RAMR ITT4_ E ', FROM STAGE 3C L__J CS W1 -4(L) — W1 3-1 (20) b r I -I E L__J THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS USERNAME zz> JHOFERT DGN FILE => 80e458mdO25.dgn ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING IV STAGE 513 lam wwwwri WV-- SCALE: 1:500 CU 08224 TH-25 EA OE4501 206-758 W, uo uo w w (5) re) re) r___1 1E: FROM PREVIOUS STAGES L__J "ITT4" 173+58 Beg Temp RAILING (TYPE K) CONSTRUCTION NOTES IflConst HMA Pvmt PER LAYOUT SHEETS 1flConst Conc PAVEMENT PORTION OF OFF -RAMP .......... ........... 6 Temp RAILING (TYPE K) ....................... CS R1 -1 CS R61 -19.1 (CA) -------- - . ........... ........ .......... �' .............. ................ ................ .............. ... ...... ........... ................ ........... .... .. . ............ .................. ....... ................ ..... .......... ... ............ ................ ........... I .... ... ............ ... .... ........ ........................................ ........... ... ...... ... ... ...... ... . ..... ..... .. .. ......... .... .... .. ........... ............ ........... ......... 7 .... .... ......... ...... 3.6 Va 3.6 A-% f_1 C-1 r-% A L I f% 14.6 ......... __ '-"ITT4" 175+41 END Temp RAILING (TYPE K) Temp CRASH CUSHION MODULE ARRAY 'TS14 / a ric DIST COUNTY ROUTE KILOMETER POST SHEET[ TOTAL TOTAL PROJECT No. J',SHEETS 8 R i v 15 48.6/49.3 98 178 4/26/11 REGISfE_<) �LD I 'CI�IL ENGINEER DATE sslo SAUL M. KANE April 28, 2011 PLANS APPROVAL DATE No. 61311xp.- 6/30/11 THE STATE OF CAZIFORNZA OR ITS OFFICERS OR AGENTS SHALL NOT BE Rf_5P0N51BZf_ FOR CIVIL THE ACCURACY OR C01VPLZ_TZ_NF55 OF SCANNED CAL COPIES OF THIS PLAN 5HZ_Z_T. RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CS I C30A(CA) (3.6) 176 RAMR ITT4_ E ', FROM STAGE 3C L__J CS W1 -4(L) — W1 3-1 (20) b r I -I E L__J THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS USERNAME zz> JHOFERT DGN FILE => 80e458mdO25.dgn ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING IV STAGE 513 lam wwwwri WV-- SCALE: 1:500 CU 08224 TH-25 EA OE4501 206-758 ao6.MI 75? Zo6 -760 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No.[SHEETS 8 R i y 15 4806/4903 1 01 178 I etI`IC REGIS EKED CI IL ENGINEER DATE o eROFESS°Nq� x SAUL M. April 28, 2011w No. 61311 m 0� PLANS APPROVAL DATE z 6/30/11 }- W OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL 0 THE STATE OF CAL IFORNIA OR ITS OFFICERS xp. tYl THE ACCURACY OR COMPLETENESS OF SCANNED qTF o CALIF���lP COPIES OF THIS PLAN SHEET w U RBF CONSULTING COUNTY OF RIVERSIDE w 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ~ ONTARIO CA 91761 RIVERSIDE CA 92501 Lu Q % 9 Of in tY Lu LL - 0 L0 z _ <Q z x <[ J 77 D m I— Q K: Q Cn m z O INTERSTAT D r 1 5 0 c m w �o A Qw o Z, uJ �-+ U LLI C� <( L.1i Z U GD U p�W ' .Y �a w i T� > U LEGEND: 4-5 �'q tiio 0 z iCONSTRUCTION AREA SIGN (1 POST) 4-6 4-9 icy FC 0 4-1 1 4-3 Aq, X -X CONSTRUCTION AREA SIGN NUMBER o- 4-3�, Q DIRECTION OF DETOUR —� ��P - 4 1 ROADWAY CLOSURE 4-1 4-1CON G� �J 4-2 PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) 4-4 Flc7.cX*A**mahs CONSTRUCTION AREA SIGNS (STATIONARY MOUNTED) SIGN No. omm CODE PANEL SIZE x mm SIGN MESSAGE No. OF ANDS SIZE mm x mm No ° OF SIGNS 4-1 G1-7(CA) 1 372 X 305 NB TEMESCAL CYN RD 9 4-2 M4 -10(L) 750 X 6-00 DETOUR LT ARROW 3 4-3 M4 -10(R) 750 X 600 DETOUR RT ARROW 4 4-4 SC3(CA) 1200 X 450 DETOUR ST ARROW 3 4-5 M4 -8a 600 X 450 END DETOUR 1 4-6 W20-2 900 X 900 DETOUR AHEAD 2 4-7 W20-3 900 X 900 ROAD CLOSED AHEAD (1)140 X 140 2 4-8 R1 1-3a 1 500 X 750 ROAD CLOSED XX MILES AHEAD... (1 )140 X 140 1 4-9 G1 -7(CA) 1 372 X 762 INDIAN TRUCK TRAIL (1 )140 X 140 1 "R11-4 11500 X 750 ROAD CLOSED TO THRU TRAFFIC M140 X 140 1 * SIGN COMBINATIONS SHOWN SHALL USE A SINGLE 140 mm X 140 mm POST. 4-1 HAMAR ��g � 4-6 d f NOTES THIS SHEET: 4-4 4-7 1. THIS DETOUR SHALL BE USED FOR CONSTRUCTION 4-1 �. { WITHIN THE INTERS€CTION OF INDIAN TRUCK TRAIL � AT TEMESCAL CANYON Rd DURING STAGE 26 4-3 � THIS PLAN ACCURATE FOR DETOUR LAYOUT ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 80e458md028 a dgn TRAFFIC HANDLING PLAN DETOUR LAYOUT INDIAN TRUCK TRAIL CLOSURE AT TEMESCAL Cyn Rd NO SCALE CU 08224 T H - 218 EA OE4501 Z04 - 74/ 0 N ZaYo•763 Zo6-TcY x >- co 0 Ld w rr Ld I— w a 0-� o >- C) 00 W cn F-0 Qw 0 Jz Ld �(-D Y U� U J (n W aw _ CU fD U LL Ld N O z No. 01 H a SIGN MESSAGE POSTS AND SIZE F- z rillLd x Q UJ III X--- M4 -10(R) 750 X 600 DETOUR RT ARROW (A Q 8-2 < cn INDIAN TRUCK TRAIL Z 10 8-3 O U DETOUR ST ARROW o 6 >- C) 00 W cn F-0 Qw 0 Jz Ld �(-D Y U� U J (n W aw _ CU fD U w PE� LEGEND: i CONSTRUCTION AREA SIGN (1 POST) X -X CONSTRUCTION AREA SIGN NUMBER —.. DIRECTION OF DETOUR ROADWAY CLOSURE � PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) T14 RAMP CLOSURE PER Std PLAN T14 CONSTRUCTION AREA SIGNS ( STATIONARY MOUNTED) SIGN 0 W N No. OF No. No. 01 H SIZE mm x mm SIGN MESSAGE POSTS AND SIZE F- rillLd 00 mm x mm UJ III X--- M4 -10(R) 750 X 600 DETOUR RT ARROW (A n 8-2 w 1 524 X 305 INDIAN TRUCK TRAIL w 10 8-3 SC3(CA) U DETOUR ST ARROW o 6 8-4 M4 -8a 600 X 450 END DETOUR z F- PCMS a < t CL O W ocr- w PE� LEGEND: i CONSTRUCTION AREA SIGN (1 POST) X -X CONSTRUCTION AREA SIGN NUMBER —.. DIRECTION OF DETOUR ROADWAY CLOSURE � PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) T14 RAMP CLOSURE PER Std PLAN T14 CONSTRUCTION AREA SIGNS ( STATIONARY MOUNTED) SIGN 0 PANEL N No. OF No. No. 01 SIGN CODE SIZE mm x mm SIGN MESSAGE POSTS AND SIZE OF SIGNS 00 mm x mm UJ III 8-1 M4 -10(R) 750 X 600 DETOUR RT ARROW 4 8-2 G1-7(CA) 1 524 X 305 INDIAN TRUCK TRAIL 10 8-3 SC3(CA) 1200 X 450 DETOUR ST ARROW 6 8-4 M4 -8a 600 X 450 END DETOUR 2 PCMS 1 * SIGN COMBINATIONS SHOWN USE A SINGLE 140 mm X 140 mm POST. ON SR 1 5 ON SR1 5 ON SR 1 5 NOTES THIS SHEET: 1. THIS DETOUR SHALL BE USED FOR PLACEMENT OF TEMPORARY RAILING (TYPE K) AND PARTIAL CONSTRUCTION OF THE SB OFF RAMP DURING STAGE 3B 2. PLACEMENT OF SIGNS AND PCMS SHALL BE COORDINATED WITH THE ROUTE 15 RESIDENT ENGINEER THIS PLAN ACCURATE FOR DETOUR LAYOUT ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i- I DGN FILE => 80e458mdO32 . dgn etric ON SR 1 5 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 4806/4903 105'178 01 REGIS EKED E CI IL ENGINEER DAT /1 1 QROFESSIQ� 4 /26 -. O 41 April 28, 2011 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR C0YPLE7ENES5 OF SCANNEL7 COPIES OF THIS PLAN SHEET SAUL M. KANE No. 61311 m xp. 6/30/11, T CIVIL P qTF OF CAL RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 Wq�K`R YON R(I TRAFFIC HANDLING DETOUR LAYOUT 58 OFF RAMP CLOSURE NO SCALE CU 08224 EA OE4501 0 N Q � N 00 UJ III oa PLAN __j __j ww Q� o� Z 0 �- TH-32 L w cr CV V) J O EA OE4501 x 0 W Ld ry U Ld F - w a o o \>- om m LL] I-- w r� �z w U J V) W QW _ UQ U Ld J Z F- 0 Of x-__ P" Ld it LEGEND: ov ; CONSTRUCTION AREA SIGN (1 POST) o' z< X -X CONSTRUCTION AREA SIGN NUMBER w —�.. DIRECTION OF DETOUR Q ROADWAY CLOSURE PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) T14 RAMP CLOSURE PER Std PLAN T14 �'-j z 0 Q o x E 00 L 0 c G un cr LUz D m L Lu CL a)W u c 0 cn Q Z 0 o LLL— F-- �.. � J � Q o U / LL X L O N o w o Q a n r CONSTRUCTION AREA SIGNS ( STATIONARY MOUNTED) SIGN F- PANEL No. OF No. Ld SIZE SIGN MESSAGE ANDS SIZE Ld omm co z SIGNS z x Q J DETOUR ST ARROW 10 9-2 F Q ROUTE 15 Q L 9-3 z 600 X 300 SOUTH 0 15 9-4 M4 -10(L) 750 X 600 \>- om m LL] I-- w r� �z w U J V) W QW _ UQ U Ld J Z F- 0 Of x-__ P" Ld it LEGEND: ov ; CONSTRUCTION AREA SIGN (1 POST) o' z< X -X CONSTRUCTION AREA SIGN NUMBER w —�.. DIRECTION OF DETOUR Q ROADWAY CLOSURE PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) T14 RAMP CLOSURE PER Std PLAN T14 �'-j z 0 Q o x E 00 L 0 c G un cr LUz D m L Lu CL a)W u c 0 cn Q Z 0 o LLL— F-- �.. � J � Q o U / LL X L O N o w o Q a n r CONSTRUCTION AREA SIGNS ( STATIONARY MOUNTED) SIGN PANEL No. OF No. CODE SIZE SIGN MESSAGE ANDS SIZE ° OF omm x mm SIGNS mm x mm 9-1 SC3(CA) 1200 X 450 DETOUR ST ARROW 10 9-2 G28-1(CA) 750 X 600 ROUTE 15 15 9-3 M3-3 600 X 300 SOUTH 15 9-4 M4 -10(L) 750 X 600 DETOUR LT ARROW 3 9-5 M4 -10(R) 750 X 600 DETOUR RT ARROW 2 9-6 M4 -8a 600 X 450 END DETOUR (1) 140 X 140 1 9-7 W20-2 1 900 X 900 DETOUR AHEAD (1) 140 X 140 1 PCMS 1 * SIGN COMBINATIONS SHOWN USE A SINGLE 140 mm X 140 mm POST. NOTES THIS SHEET: THIS DETOUR SHALL BE USED FOR PLACEMENT OF TEMPORARY RAILING (TYPE K) AND PARTIAL CONSTRUCTION OF THE SB ON RAMP DURING STAGE 3D THIS PLAN ACCURATE FOR DETOUR LAYOUT ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 80e458md033 . dan ' etric DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT Noo ,SHEETS 8 Riv 15 4806/4903 106'178 � 4/26/11 oFEss D CI IL ENGINEER DATE PR r°h9 April 28, 2011 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 SAUL M. KANE Z L No. 61311 m xp.6/30/11 ,rT CIVIL P qTF OF CAL IF���1 RBF CONSULTING COUNTY OF RIVERSIDE 3300 E GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 WqL\\Yoh Rd TRAFFIC HANDLING DETOUR LAYOUT SB ON RAMP CLOSURE NO SCALE CU 08224 PLAN 0 ZV Q� N .. 00 WW oO J J CL 0- Ld W a� o� z � I Ld of N 206-767 x r co 0 w w IY cn w 1— Ld Q o \>- 0 co Ld m M Qw o J Z. w N/ U JN w ¢w = U0 U F- w STATION LIMITS ry J REMOVE Temp TRAFFIC STRIPE (N) w Ln c\i 3::N o _ Lu cel II— O w (n n w ter- = c\d la— ow Cn n I w z o ir- >o = w0 \ I— 3:: O� a Q o � uo :2z o of J U o z WHITE m m x--- m IleQ m2 z n x Q I r 20 F Q o V) z 130 100 0 F- 20 D a \>- 0 co Ld m M Qw o J Z. w N/ U JN w ¢w = U0 U 0 c a a) �— ac o o Q- X cn `~ Z 0 Q Ln a� oo O W c O CL W 0' c 4 d Q Z cq o L LL F- 0 J o C. U Lo X Ln G N � W o ZD Q Q C a CL o i TEMPORARY PAVEMENT DELINEATION QUANTITIES TRAFFIC CONTROL SYSTEM w STATION LIMITS Temp TRAFFIC STRIPE (PAINT) (N) J REMOVE Temp TRAFFIC STRIPE (N) F- Ln c\i 3::N o _ Lu cel II— O w (n n w ter- = c\d la— ow Cn n z 1— z o ir- >o = w0 \ I— 3:: O� a Q o � uo :2z o of J U U) ?-1 J o m cn w O _ il: Q w WHITE m m x--- m m m2 (A n m2 w "ITT" 5+10 - "ITT" 7+70 Ld 20 > c� o "T" 149+00 - "T" 150+20 130 100 z F- 20 c� a n "T" 150+60 - "T" 153+00 280 Ld 4.92 o Of 0 c a a) �— ac o o Q- X cn `~ Z 0 Q Ln a� oo O W c O CL W 0' c 4 d Q Z cq o L LL F- 0 J o C. U Lo X Ln G N � W o ZD Q Q C a CL o i TEMPORARY PAVEMENT DELINEATION QUANTITIES 1 ' etr®c DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noe SHEETS 8 R i v 15 4806/49.3 108178 /J� l/ 4/26/11 P�OFESSI REGIS EKED CI IL ENGINEER DATE �a 4 4 SAUL KANE April 28, 2011 m w 61311 m PLANS APPROVAL DATE No` - vn_ 6/30/11 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� CIVIL _ P THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CALIFo��ti COPIES OF THIS PLAN SHEET RBF CONSULTING ICOUNTY OF RIVERSIDE 3300 E. ONTARIO, TRAFFIC CONTROL SYSTEM O z Lu V) STATION LIMITS Temp TRAFFIC STRIPE (PAINT) (N) Temp PAVEMENT MARKIN�Nj PAINT) REMOVE Temp TRAFFIC STRIPE (N) REMOVE Temp PAVEMENT MARKING (N) Ln c\i 3::N o _ Lu cel II— O w (n n w ter- = c\d la— ow Cn n wz ~a = co rn I O w U) n w< =oo r- rn z _ LU P- i o Of w m 0 z o ir- >o = w0 \ I— 3:: O� a Q o � uo :2z o of J U U) ?-1 J o m cn w O _ il: Q YELLOW WHITE m m m m m m2 m m m2 TH-02 "ITT" 5+10 - "ITT" 7+70 620 20 - 1.39 "T" 149+00 - "T" 150+20 130 100 20 10.40 100 TH-03 "T" 150+60 - "T" 153+00 280 4.92 TH-04 "ITT" 7+20 - "ITT" 7+60 1.39 "T" 147+80 - "T" 149+65 185 40 60 TH-07 "T" 147+70 - "T" 150+00 280 280 TH-08 "T" 150+00 - "T" 152+90 290 290 120 60 TH-10 "T" 149+40 - 150+00 15 4.08 "IT72" 172+40 - 173+00 1.39 TH-13 "ITT" 5+20 - "ITT" 7+80 240 440 2.04 160 120 TH -1 4 "ITT" 4+60 - "ITT" 5+60 155 200 180 100 TH-16 "ITT2" 172+80 - "ITT2" 173+00 30 50 20 2.04 25 TH-17 "ITT" 4+20 - "ITT" 6+40 225 210 70 2.78 240 "ITT4" 173+50 - "ITT4" 175+85 80 20 2.04 2.04 TH-1 8 "ITT2" 171+20 - "ITT2" 173+00 40 20 TH-19 "ITT" 5+20 - "ITT" 6+10 90 90 20 TH-20 "ITT2" 171+50 - "ITT2" 172+20 65 "ITT1 " 173+20 - "ITT1 " 173+80 60 TH-21 'ITT1 " 173+80 - "ITT1 176+92 250 200 30 120 TH-22 "ITT2" 171+20 - "ITT2" 172+85 85 165 65 10 9.64 40 "ITT1 " 173+20 - "ITT1 " 173+80 60 TH-23 "ITT1 " 173+80 - "ITT1 " 176+00 60 310 110 55 TH-25 "ITT4" 173+55 - "ITT4" 175+80 75 225 65 5 9.64 SUBTOTAL 2635 3090 340 90 95 51.75 980 540 2.04 SHEET TOTAL 5725 340 90 95 51.75 980 540 2.04 1 ' etr®c DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noe SHEETS 8 R i v 15 4806/49.3 108178 /J� l/ 4/26/11 P�OFESSI REGIS EKED CI IL ENGINEER DATE �a 4 4 SAUL KANE April 28, 2011 m w 61311 m PLANS APPROVAL DATE No` - vn_ 6/30/11 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� CIVIL _ P THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CALIFo��ti COPIES OF THIS PLAN SHEET RBF CONSULTING ICOUNTY OF RIVERSIDE 3300 E. ONTARIO, GUASTI RD,STE 100 CA 91761 4080 LEMON RIVERSIDE, STREET CA 92501 LEGEND: (N): NOT A SEPARATE PAY ITEM FOR INFORMATION ONLY N Ld Lu STAGE CONSTRUCTION TRAFFIC HANDLING QUANTITIES RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I I i DGN F I LE => 8Oe458mf001 o dgn CU 08224 THO-1 EA OE4501 lob- 76$ Lvb• lby 770 x x m w' U-1 E N"> - C) CO w CO �--o � .:::c Lu Jz w U� U J (.I) w Q Lu 0 UC) U R w 0 J � a '~ w x-=- 0 �cl- V) n x C w w Q U o 0 '—' o 0 z I-- c: (-0 LA- < o n O V) o x o o R r LO w W L /W u 0 00 --r M CALTRANS R/W THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I 1 NOTES 1. ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS ON RAMPS ARE THERMOPLASTIC UNLESS OTHERWISE NOTED. 2. PLACE ARROWS 6®0 METERS BEFORE LIMIT LINE OR CROSSWALK. 3. ALL CROSSWALKS SHALL HAVE A 300 METER INSIDE WIDTH 4. REMOVE ALL CONFLICTING PAVEMENT DELINEATION° DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riy 15 4806/4903 111 178 4/26/11 REGIS ERED CI IL ENGINEER DATE QROFEssloNa April 28, 2011 SAUL Mo KANECD m z PLANS APPROVAL DATE � No. 61311 THE STA TE OF CALIFORNIA OR ITS OFFICERS xP • 6/30/11 OR X30/11OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� CIVIL RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD, STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 5. ALL LIMIT LINES AND MARKINGS SHALL BE THERMOPLASTIC ON INDIAN TRUCK TRAIL AND TEMESCAL CANYON ROAD LEGEND CHDPAVEMENT DELINEATION DETAIL NUMBER CEDPAVEMENT MARKING OR LEGEND AS SHOWN PAINT TWO (2) COATS UNLESS SHOWN OTHERWISE (T) THERMOPLASTIC CRDREMOVE PAVEMENT MARKING OR LEGEND AS SHOWN CW 300 mm WHITE CROSSWALK LINES LL 300 mm WHITE LIMIT LINE FE -1 EXISTING TO REMAIN L_ I CHANGE OF PAVEMENT DELINEATION DETAIL 0.0 PROPOSED WIDTH 0 ANGLE POINT TYPE G OR F DELINEATOR (CLASS 1 FLEXIBLE POST) ( PER PLANS) USERNAME =>peruz DGN FILE=>0800000086na001odgn ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN PAVEMENT DELINEATION SCALE: 1:500 CU 08224 am] EA OE4501 az cce - -1-1 k z D --D Ln L M 00 ww 00 s ...- -- ............ i 0 a 0 �cl- x C cn Z Q o o 0 c: (-0 LA- o O o o z o W o 0 o L Q C) W T Q 4- D m Q U) 1-4 a Z i o C) - li EL o Q o v u , 1..� x L O N ,;I- W o o Q i a Q D r LO w W L /W u 0 00 --r M CALTRANS R/W THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I 1 NOTES 1. ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS ON RAMPS ARE THERMOPLASTIC UNLESS OTHERWISE NOTED. 2. PLACE ARROWS 6®0 METERS BEFORE LIMIT LINE OR CROSSWALK. 3. ALL CROSSWALKS SHALL HAVE A 300 METER INSIDE WIDTH 4. REMOVE ALL CONFLICTING PAVEMENT DELINEATION° DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riy 15 4806/4903 111 178 4/26/11 REGIS ERED CI IL ENGINEER DATE QROFEssloNa April 28, 2011 SAUL Mo KANECD m z PLANS APPROVAL DATE � No. 61311 THE STA TE OF CALIFORNIA OR ITS OFFICERS xP • 6/30/11 OR X30/11OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� CIVIL RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD, STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 5. ALL LIMIT LINES AND MARKINGS SHALL BE THERMOPLASTIC ON INDIAN TRUCK TRAIL AND TEMESCAL CANYON ROAD LEGEND CHDPAVEMENT DELINEATION DETAIL NUMBER CEDPAVEMENT MARKING OR LEGEND AS SHOWN PAINT TWO (2) COATS UNLESS SHOWN OTHERWISE (T) THERMOPLASTIC CRDREMOVE PAVEMENT MARKING OR LEGEND AS SHOWN CW 300 mm WHITE CROSSWALK LINES LL 300 mm WHITE LIMIT LINE FE -1 EXISTING TO REMAIN L_ I CHANGE OF PAVEMENT DELINEATION DETAIL 0.0 PROPOSED WIDTH 0 ANGLE POINT TYPE G OR F DELINEATOR (CLASS 1 FLEXIBLE POST) ( PER PLANS) USERNAME =>peruz DGN FILE=>0800000086na001odgn ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN PAVEMENT DELINEATION SCALE: 1:500 CU 08224 am] EA OE4501 az cce - -1-1 k z D --D Ln L M 00 ww 00 s ...- -- ............ i r LO w W L /W u 0 00 --r M CALTRANS R/W THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I 1 NOTES 1. ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS ON RAMPS ARE THERMOPLASTIC UNLESS OTHERWISE NOTED. 2. PLACE ARROWS 6®0 METERS BEFORE LIMIT LINE OR CROSSWALK. 3. ALL CROSSWALKS SHALL HAVE A 300 METER INSIDE WIDTH 4. REMOVE ALL CONFLICTING PAVEMENT DELINEATION° DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riy 15 4806/4903 111 178 4/26/11 REGIS ERED CI IL ENGINEER DATE QROFEssloNa April 28, 2011 SAUL Mo KANECD m z PLANS APPROVAL DATE � No. 61311 THE STA TE OF CALIFORNIA OR ITS OFFICERS xP • 6/30/11 OR X30/11OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� CIVIL RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD, STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 5. ALL LIMIT LINES AND MARKINGS SHALL BE THERMOPLASTIC ON INDIAN TRUCK TRAIL AND TEMESCAL CANYON ROAD LEGEND CHDPAVEMENT DELINEATION DETAIL NUMBER CEDPAVEMENT MARKING OR LEGEND AS SHOWN PAINT TWO (2) COATS UNLESS SHOWN OTHERWISE (T) THERMOPLASTIC CRDREMOVE PAVEMENT MARKING OR LEGEND AS SHOWN CW 300 mm WHITE CROSSWALK LINES LL 300 mm WHITE LIMIT LINE FE -1 EXISTING TO REMAIN L_ I CHANGE OF PAVEMENT DELINEATION DETAIL 0.0 PROPOSED WIDTH 0 ANGLE POINT TYPE G OR F DELINEATOR (CLASS 1 FLEXIBLE POST) ( PER PLANS) USERNAME =>peruz DGN FILE=>0800000086na001odgn ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN PAVEMENT DELINEATION SCALE: 1:500 CU 08224 am] EA OE4501 az cce - -1-1 k z D --D Ln L M 00 ww 00 s 206 - 77Z x a >- U) m in W W tY w > I— w a o L' 38A ~ 38 c� rr w x--- to CL a29 w o � TYPE IV (R)CF z F- TYPE I (5 ° 49) w Typ (2 Tot) ® Q TYPE I(7°32)(T) z 0 Cc 0 x cn Z Q a p� z rn w o ME H G1t G Q L W i G a oQ 3 Q c O LA •ac U c� `n O x Ln N o w Q H Q Q o S �M'� TSH � .l \jNF iNE MPS C,N/ �-2D ? S� P tt it A-rou 1� . „ e -r_ c cwPET PD -6 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I I I I I I I I DGN F I LE => 4581 no003 . don ' etric M- A?�CH L I STA DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NOo'SHEETS 8 R i v 15 4806/4903 113178 �aFESSIO REGIS EKED CI IL ENGINEER DATEo Q Nq� SAUL M. KANE April 28, 2011 m PLANS APPROVAL DATE � No. 61311 � THE STATE OF CALIFORNIA OR ITS OFFICERS xp.6/30/1.1 OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST CIVIL �P THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF, THIS PL AN SHEET RBF CONSULTING ICOUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 LLI w 0 z Q x z <"NB FWY ONLY" I- a z `n o inLd vj < Di 0 w J z w U'-' U cn UO w U L' 38A ~ 38 c� rr w x--- to CL a29 w o � TYPE IV (R)CF z F- TYPE I (5 ° 49) w Typ (2 Tot) ® Q TYPE I(7°32)(T) z 0 Cc 0 x cn Z Q a p� z rn w o ME H G1t G Q L W i G a oQ 3 Q c O LA •ac U c� `n O x Ln N o w Q H Q Q o S �M'� TSH � .l \jNF iNE MPS C,N/ �-2D ? S� P tt it A-rou 1� . „ e -r_ c cwPET PD -6 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I I I I I I I I DGN F I LE => 4581 no003 . don ' etric M- A?�CH L I STA DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NOo'SHEETS 8 R i v 15 4806/4903 113178 �aFESSIO REGIS EKED CI IL ENGINEER DATEo Q Nq� SAUL M. KANE April 28, 2011 m PLANS APPROVAL DATE � No. 61311 � THE STATE OF CALIFORNIA OR ITS OFFICERS xp.6/30/1.1 OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST CIVIL �P THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF, THIS PL AN SHEET RBF CONSULTING ICOUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 150+gp SE 31E SHEE ��-5 TYPE VI TYPE VI GUARD RAILING DELINEATORS P� G SSE 7 M ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN PAVEMENT DELINEATION SCALE: 1 :500 CU 08224 PD -3 EA OE4501 206- 773 0 N Q� n n oa ww 00 ww Q H d r- z 0 � I w Of N J O x 0 LLJ V) m W w rr (n w I— LL] a Of 0 �- C CO m Ld �--o aw o Jz w U U J (n Ld QW 2 UD U AFF LL. Ld Ld -� z w -J O = m U Q Lu Llj V) 1 efPIC DIST COUNTY ROUTE KILOMETER POST SHEET, TOTAL TOTAL PROJECT No. SHEETS 8 Rh15 48.6/49.3 114178 ,/� 4/26/11 Q�OFESS JCN REGIS EKED CI IL ENGINEER DATE �o 4 SAUL M. KANE April 28, 2011 0 m PLANS APPROVAL DATE Ld m No. 61311 _Xp.6/30/11 THE STATE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR J>, CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED 16, OF CALIVO'F COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 F - 40A 38A PM TYPE IV(R) ARROW Typ (2 Tot) 0r Ld Ld ~ I— w o z Q wx--- _ ' Tot) PM IV L)ARROW T y P2To 'Y w > z 6° x Q �. 306 RP Det 22 30 - Z ca Q F Q a cn z 0 �- C CO m Ld �--o aw o Jz w U U J (n Ld QW 2 UD U AFF LL. Ld Ld -� z w -J O = m U Q Lu Llj V) 1 efPIC DIST COUNTY ROUTE KILOMETER POST SHEET, TOTAL TOTAL PROJECT No. SHEETS 8 Rh15 48.6/49.3 114178 ,/� 4/26/11 Q�OFESS JCN REGIS EKED CI IL ENGINEER DATE �o 4 SAUL M. KANE April 28, 2011 0 m PLANS APPROVAL DATE Ld m No. 61311 _Xp.6/30/11 THE STATE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR J>, CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED 16, OF CALIVO'F COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 -0 ®; IEI zq L t -k -V . 3 7 B RP TYPE IV(R) ARROW PM • "NB FWY ONLY" THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I i I I I 0 29 "ITT" LINE 4+69.391= "ITT5" LINE 1+93.646 USERNAME=>JHOFERT DGN FILE=>4581na004.dgn r ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN ;MENT DELINEATION PD -4 SCALE: 1 :500 CU 08224 I EA OE4501 zo6.7 7 r 0 N Q n n II II 00 Li Lu I-- 00 W W Q o� z f 2 � I > w N � I o 40A 38A PM TYPE IV(R) ARROW Typ (2 Tot) Ld ~ I— PM TYPE VIII ARROW Ty (2 Tot) RP P wx--- _ ' Tot) PM IV L)ARROW T y P2To w > U 6° 306 RP Det 22 30 - Z ca Q _ 6RP -0 ®; IEI zq L t -k -V . 3 7 B RP TYPE IV(R) ARROW PM • "NB FWY ONLY" THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I i I I I 0 29 "ITT" LINE 4+69.391= "ITT5" LINE 1+93.646 USERNAME=>JHOFERT DGN FILE=>4581na004.dgn r ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN ;MENT DELINEATION PD -4 SCALE: 1 :500 CU 08224 I EA OE4501 zo6.7 7 r 0 N Q n n II II 00 Li Lu I-- 00 W W Q o� z f 2 � I > w N � I o x x \>- om m �o Qw o _jz w tD U1-4 U J (l) w Q L LJ _ (-) C) v w W w w L/) 0 00 0 L0 var var w J S �t TCE 1 Y R /W PM ) TYPE VI 'E' PM "SIGNAL AHEAD" AT 15m SPACING Typ 22 RIVERSIDE COUNTY "T" 152+66 JOIN �E' e tric Ilk A DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No. SHEETS 8 Riy 15 4806/49.3 115178 4/26/11 REGIS EKED CI IL ENGINEER D TE o �oFEssroN9` SAUL M. KANE Apr i 1 28, 2011 0 m PLANS APPROVAL DATE No. 61311 � THE STATE OF CALIFORNIA OR ITS OFFICERS xP.6/30/11 OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF ()F CALIF COPIES OF THIS RL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ......... ........ ... . ........ . - ----------- --- --- . ------ .. -- ---.......... ............. 3.6 MESCAL ANY N d 3.6 T LINE 3.6...............................................................................................................................• ............................. VAR ................... ............................. 15�..................................•.. ................ 1.. 8............ ...........................................................................:� 4:........... ssm "T" 14 7+90 w COUNTY R/W 29 TYPE IV(L) Typ � PM T= � ASEMENT SLOPE RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN F I LE => 4581 na005 . dgn 22 3.6 mm ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CU 08224 EA OE4501 206-779 0 w F- m i- 0 Of w x--- (n n w w 1 U 0 t--� tz Z F- c a n w o rr w W w w L/) 0 00 0 L0 var var w J S �t TCE 1 Y R /W PM ) TYPE VI 'E' PM "SIGNAL AHEAD" AT 15m SPACING Typ 22 RIVERSIDE COUNTY "T" 152+66 JOIN �E' e tric Ilk A DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No. SHEETS 8 Riy 15 4806/49.3 115178 4/26/11 REGIS EKED CI IL ENGINEER D TE o �oFEssroN9` SAUL M. KANE Apr i 1 28, 2011 0 m PLANS APPROVAL DATE No. 61311 � THE STATE OF CALIFORNIA OR ITS OFFICERS xP.6/30/11 OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF ()F CALIF COPIES OF THIS RL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ......... ........ ... . ........ . - ----------- --- --- . ------ .. -- ---.......... ............. 3.6 MESCAL ANY N d 3.6 T LINE 3.6...............................................................................................................................• ............................. VAR ................... ............................. 15�..................................•.. ................ 1.. 8............ ...........................................................................:� 4:........... ssm "T" 14 7+90 w COUNTY R/W 29 TYPE IV(L) Typ � PM T= � ASEMENT SLOPE RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN F I LE => 4581 na005 . dgn 22 3.6 mm ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CU 08224 EA OE4501 206-779 0 x w ,vr N-1 >- q cn >- Ld m F— r) QW 0 JZ Ld :D (-5 _j V1 Ld < LIJ (-) M C-) F- Ld 0� Ld I I Ld 0 z X---LLJ n x < W F— < 0 0 D < N-1 >- q cn >- Ld m F— r) QW 0 JZ Ld :D (-5 _j V1 Ld < LIJ (-) M C-) :z CD cr- C) CL x cid :z LL- C) c 0) 1-- 7� = w LLJ 0 0 0 00 Ln LLj 'q - n Qz c-O o U ("' L4— 0 X Ln o LLJ o o CL Ln G rd TYPE III(R) (T)Typ (2 Tot) THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I I I I I USERNAME => JHOFERT DGN FILE = > 4 581 nc1006 . dqn DIST COUNTY ROUTE KILOMETER POST SHEETTOTAL i TOTAL PROJECT— No.1SHEETS 8 Riv 15 4806/4903 116178 etric 9 A4 It I ralel_— ?'()FEssj0/v4 REGIS fEKED 'C-IILL ENGINEER DATE q SAUL M. KANE April 28, 2011 0 m ul No. 61311 rn PLANS APPROVAL DATE THE 5 TA Tf OF CAL IFORNIA OR ITS OFFICERS xp..6/30/1 1: OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR 6'01W1aZETZ-NZ-55 OF SCANNED OF CAL IV COPIES OF 111.15 PZ AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 m ui .......... ................... ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN PAVEMENT DELINEATION SCALE: 1°500 CU 08224 'EA OE4501 206-7746 < : L>: un Ld F- X 0 rr X---LLJ n W > 0 Z < n (A W a :z CD cr- C) CL x cid :z LL- C) c 0) 1-- 7� = w LLJ 0 0 0 00 Ln LLj 'q - n Qz c-O o U ("' L4— 0 X Ln o LLJ o o CL Ln G rd TYPE III(R) (T)Typ (2 Tot) THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I I I I I USERNAME => JHOFERT DGN FILE = > 4 581 nc1006 . dqn DIST COUNTY ROUTE KILOMETER POST SHEETTOTAL i TOTAL PROJECT— No.1SHEETS 8 Riv 15 4806/4903 116178 etric 9 A4 It I ralel_— ?'()FEssj0/v4 REGIS fEKED 'C-IILL ENGINEER DATE q SAUL M. KANE April 28, 2011 0 m ul No. 61311 rn PLANS APPROVAL DATE THE 5 TA Tf OF CAL IFORNIA OR ITS OFFICERS xp..6/30/1 1: OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR 6'01W1aZETZ-NZ-55 OF SCANNED OF CAL IV COPIES OF 111.15 PZ AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 m ui .......... ................... ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN PAVEMENT DELINEATION SCALE: 1°500 CU 08224 'EA OE4501 206-7746 < : L>: un x x n >- co 0 W Ld 0' Ld 1— Ld a o: a F_ o- Ld LL. w O z a z Q a Q cn z O IN, >_ o m am W �o a LLI o _j 7' LjJ ::) (D U '—' U J(/) W Q LLI _ UQ U Z Q 0 x c/ Z 4 c 0 H Z r� Lx..1 o U C 00 Q Ln LLJJ a- C] i 0 o- Z U) o O LL_ F-- i J o Q a V U LL - x L O N o W H o 'Q / N Q Q o i w�w W W 2 V) SBR OF _A MP rY.................... C ALT R p,NS R /W DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 48.6/49.3 117178 etilC 4/26/11 pFE5S1 REGIS EKED CI`TIL ENGINEER DATE eR °Nq` SAUL M. KANE April 28, 2011 m PLANS APPROVAL DATE No. 61311 THE STATE OF CALIFORNIA OR ITS OFFICERS XP.6/30/11 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL 1F0 COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I I I i I i I i I DGN FILE => 4581 na007 . dqn CONTRACT NO® v®-v-�►.�:_,. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHAWN PAVIEMENT ��LINEA SCALE: 1:500 CU 08224 TION PD -7 EA OE4501 -777 I a C Ld Lu O O J _J 0- n Ld Ld Q o� cD N c!" 0 W J F- I� S t' D' X--- 0- to cr W Y CU 0 Z F_ 0 Q (A W Nel a rr Z Q 0 x c/ Z 4 c 0 H Z r� Lx..1 o U C 00 Q Ln LLJJ a- C] i 0 o- Z U) o O LL_ F-- i J o Q a V U LL - x L O N o W H o 'Q / N Q Q o i w�w W W 2 V) SBR OF _A MP rY.................... C ALT R p,NS R /W DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 48.6/49.3 117178 etilC 4/26/11 pFE5S1 REGIS EKED CI`TIL ENGINEER DATE eR °Nq` SAUL M. KANE April 28, 2011 m PLANS APPROVAL DATE No. 61311 THE STATE OF CALIFORNIA OR ITS OFFICERS XP.6/30/11 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL 1F0 COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I I I i I i I i I DGN FILE => 4581 na007 . dqn CONTRACT NO® v®-v-�►.�:_,. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHAWN PAVIEMENT ��LINEA SCALE: 1:500 CU 08224 TION PD -7 EA OE4501 -777 I a C Ld Lu O O J _J 0- n Ld Ld Q o� cD N c!" 0 -LdcO • k-( Q FN \>- o CC) m W F--C:) aw o Jz Ld (D J ch W Q LJ U p C.0 STATION LIMITS w DETAIL No. OR PAVEMENT MARKING REMOVE —i PAINT TRAFFIC STRIPE (2 COAT) w THERMOPLASTIC TRAFFIC STRIPE CD z I—Q Q J� w z w> a_ Lam. w NON- REFLEC- TIVE o z WHITE `s' w x--- �' w � r 1— _ w � 1— 100 mm WHITE Z °_ x a' 200 mm WHITE (BROKEN 3°6C-0°92) 100 mm WHITE w 200 mm WHITE 300 mm WHITE I— Q M2 Q cn EA z EA EA 0 F- m e� a \>- o CC) m W F--C:) aw o Jz Ld (D J ch W Q LJ U p C.0 2 z 0 0 x o Z ro Q o C) L co o 0 o O Z o m0 0 �. o / L -MCCcl W 4 - D m z 0 0 - LL. 0_ / o 0 a U U / u— X Ln N O W Oa Q Q 1 AS i 'ICONTRACT;u !- . 0• I DATE R.E. WARD , PAVEMENT DELINEATION QUANTITIES DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 My 1 5 4806/4903 120 178_ 4/26/11 REGIS ERED CI IL ENGINEER DATE QR�FESSIo1Vq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CAL IFOP VIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPOVSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET SAUL M. F KANE No, 61311 xP, 6/30/11 sT CIVIL P 9TF �F CALIF06 RBF CONSULTING I COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ° oz Lu w cn STATION LIMITS w DETAIL No. OR PAVEMENT MARKING REMOVE —i PAINT TRAFFIC STRIPE (2 COAT) F- THERMOPLASTIC TRAFFIC STRIPE CD z I—Q Q J� w z w> a_ z F- NON- REFLEC- TIVE 0 � WHITE `s' w x--- �' w � r 1— _ w � 1— 100 mm WHITE 100 mm YELLOW °_ -- 300 mm WHITE cr 200 mm WHITE (BROKEN 3°6C-0°92) 100 mm WHITE w 200 mm WHITE 300 mm WHITE 300 mm YELLOW U M2 0 m EA EA EA EA z F- m e� a m m n m V) m m m m m2 a CAMPBELL RANCH Rd 2 z 0 0 x o Z ro Q o C) L co o 0 o O Z o m0 0 �. o / L -MCCcl W 4 - D m z 0 0 - LL. 0_ / o 0 a U U / u— X Ln N O W Oa Q Q 1 AS i 'ICONTRACT;u !- . 0• I DATE R.E. WARD , PAVEMENT DELINEATION QUANTITIES DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 My 1 5 4806/4903 120 178_ 4/26/11 REGIS ERED CI IL ENGINEER DATE QR�FESSIo1Vq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CAL IFOP VIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPOVSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET SAUL M. F KANE No, 61311 xP, 6/30/11 sT CIVIL P 9TF �F CALIF06 RBF CONSULTING I COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ° oz Lu w cn STATION LIMITS DIRECTION DETAIL No. OR PAVEMENT MARKING REMOVE PAVEMENT MARKER PAINT TRAFFIC STRIPE (2 COAT) 7700 � ;' wc\J >a_ z a-� THERMOPLASTIC TRAFFIC STRIPE CD z I—Q Q J� w z w> a_ H- z ui QWU < w w CD >~ o� �cr wa TRAFFIC STRIPE NON- REFLEC- TIVE RETROREFLECTIVE YELLOW WHITE - TYPE A --- �' w � >- w w >- I— �' w � r 1— _ w � 1— 100 mm WHITE 100 mm YELLOW 200 mm WHITE -- 300 mm WHITE 1 00 mm WHITE (BROKEN 5°18-2°14) 200 mm WHITE (BROKEN 3°6C-0°92) 100 mm WHITE 100 mm YELLOW 200 mm WHITE 300 mm WHITE 300 mm YELLOW 1 00 mm WHITE (BROKEN 5°18-2°14) M2 m m EA EA EA EA EA m m m m m m m2 m m m m m m m2 PD -4 CAMPBELL RANCH Rd SB NB 1> 1 .30 PD -4 CAMPBELL RANCH Rd SB FWY 1 a 49 PD -4 CAMPBELL RANCH Rd SB ONLY 2.04 2® 04 PD -5 "T" 148+80 TO 149+20 NB & SB 22 1 12 80 PD -5 "T" 147+90 TO 149+20 NB & SB 27B 260 PD -5 "T" 147+90 TO 148+80 NB & SB 29 26 1 360 PD -5 "T" 147+90 TO 149+20 NB & SB 38 6 40 PD -5 "T" 147+90 TO 149+20 NB & SB TYPE IV ARROW . 2e 78 PD -5 "T" 147+90 TO 149+20 NB & SB SIGNAL 97 > 20 97 PD -5 I'T" 147+90 TO 149+20 NB & SB AHEAD -2.88 > 2® 88 PD -5 "T" 150+80 TO 152+66 NB & SB 22 52 372 PD -5 I'T" 150+80 TO 152+66 NB & SB 27B 372 PD -5 "T" 150+80 TO 152+66 NB & SB TYPE VI ARROW 0- 3e 90 PD -5 "T" 150+80 TO 152+66 NB & SB SIGNAL 2. 9:7 > 20 9 7 PD -5 I'T" 150+80 TO 152+66 NB & SB AHEAD 2. 88- 2e 88. PD -6 " I TT1 " 174+40 TO 174+87 NB 9 4 47 PD -6 " I TT1 " 174+40 TO 177+40 NB 25A 42 300 PD -6 "ITT1" 174+40 TO 177+40 NB 27B 300 PD -6 " I TT1 " 174+40 TO 177+40 NB LL 7 PD -6 " I TT1 " 174+40 TO 175+80 NB DIAGONAL 88 PD -6 " I TT4" 174+20 TO 175+95 SB 9 18 255. PD -6 " I TT4" 174+20 TO 177+00 SB 25A 38 280 PD -6 "ITT4" 174+20 TO 177+00 SB 27B 280 - PD -6 "ITT4" 174+20 TO 177+00 SB TYPE II ARROW 12°54 PD -6 "ITT4" 174+20 TO 177+00 SB TYPE III ARROW 19°50 PD -6 "ITT4" 174+20 TO 177+00 SB TYPE V ARROW 3°06 PD -6 "ITT4" 174+20 TO 177+00 SB SIGNAL _ 2°97 PD -6 " I TT4" 174+20 TO 177+00 SB AHEAD 2088 PD -7 "ITT1 " 177+78 TO 178+80 NB 8 92 PD -7 " I TT1 " 177+40 TO 178+78 NB 25A 6 38 PD -7 " I TT1 " 1 77+40 TO 1 78+20 NB 27B 220 - SUBTOTAL 90 28 86 632 812 40 800 618 0 7 88 394A n ° a SHEET TOTAL 0 0 0 204 1446 40 0 0 - 0° 1418 0 - 394 ° SHEET PDQ -1 TOTAL 1 ° 39 690 93 253 1128 677 �0 344 42 ° 582 10 X15 177 SHEET PDQ -2 TOTAL 18.38 360 67 161 300 385 0 0 188 01601 609 120 209 170 TOTAL 19.77 1 050 1 60 773 2574 1 1 02 - 0 344 230 ° 2609 1 30 x-460 741 ° RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => peruz IS IN MILLIMETERS I I I I I i I i I DGN F I LE => 0800000086nc003 o dgn PAVEMENT DELINEATION QUANTITIES PDO -3 CU 08224 EA OE4501 Z0e�w j$p 0 N I z 00 Ln �Ln o0 M 00 ww 00 J J li ww z � 2 w -Nrr a O x 9 m in W w rr I) W F - w <r rr o Q rte® 1 e t ri DIST COUNTY ROUTE KILOMETER POST 5HEETiTOTAL TOTAL PROJECT No. SHEET` 8 R i v 15 4806/4903 121 178 IF 4!26/1 1 �pFF 10 RE D CIVIL ENGINEER DATE �o e /v4 IMOTHY T. H.AILE April 28, 2011 m PLANS APPROVAL DATE No. 72109 Xp.6/30/12' , THE STATE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHAL L NOT BE RESPOVSIBL E FOR s>, CIVIL P THE ACCURACY OR C01WR1-ETENESS OF SCANNED 9TF CAL 1F COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 w (N) w W Q J J N < F - x---' n (A x = �, W (N) O J OU a F- z z F- B Of 0 C Y W m F- o z < w o �z LLJ �U U J cn W QW = a co UQ U Q rte® 1 e t ri DIST COUNTY ROUTE KILOMETER POST 5HEETiTOTAL TOTAL PROJECT No. SHEET` 8 R i v 15 4806/4903 121 178 IF 4!26/1 1 �pFF 10 RE D CIVIL ENGINEER DATE �o e /v4 IMOTHY T. H.AILE April 28, 2011 m PLANS APPROVAL DATE No. 72109 Xp.6/30/12' , THE STATE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHAL L NOT BE RESPOVSIBL E FOR s>, CIVIL P THE ACCURACY OR C01WR1-ETENESS OF SCANNED 9TF CAL 1F COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 W (N) z F- x---' n (A w W (N) OU z F- < IL w Y a Of Q rte® 1 e t ri DIST COUNTY ROUTE KILOMETER POST 5HEETiTOTAL TOTAL PROJECT No. SHEET` 8 R i v 15 4806/4903 121 178 IF 4!26/1 1 �pFF 10 RE D CIVIL ENGINEER DATE �o e /v4 IMOTHY T. H.AILE April 28, 2011 m PLANS APPROVAL DATE No. 72109 Xp.6/30/12' , THE STATE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHAL L NOT BE RESPOVSIBL E FOR s>, CIVIL P THE ACCURACY OR C01WR1-ETENESS OF SCANNED 9TF CAL 1F COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 (N) - NOT A SEPERATE PAY ITEM. FOR INFORMATION ONLY. RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME '=> JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN F I LE => 4256pa001 . dgn SUMMARY OF QUANT CU 08224 EA OE4501 20,y-7$/ r<" 0 CV < M O Qp N n n W W Q H (N) (N) (N) Q (N) W c� z w w CL a co W z ,� => Q�: = CL - 0 �- . W x m D U) Q 0� J J J F- J F- J J � Ld W = U J '--' W (- W of a Jm z cn m w W � Q Q < <C Q Q =W Q Of O >- J I- z W Oz W= WI- W F- Z E ® Iw- Lu a W z cwn V twn cin ccn << Iz o of z = O Q �-1 Ln E z a a z W w SHEET u > Q U W Q U W m W F- Ir J m W m W J F- <L Q Q <C <t (n W W F- W W W Ir Q � Q J W u cn � � z z Q� c!) D ® 0 Z 'Q = U ,--, `1 F- W~ � -. rr -0 Q 0 a Q o Q � x, xc-� X, X, x � F -I- � F- F- w <c a z o � � w � � F- U � � 0 NO W- U/ x ry CD ♦ne CD I- W = 1..1_ Z >f Q = TQ ,.� _ C� a G o L ~C-� w L ~C-� O G W NWS �:Df� Ir CJ NW I..L ui� LL ui fY W w D p F- � rr W � J o1 n� J,^ CD z cn 0 --II I- U W/ <. gay �_� _.W u z Z> a m a Z W F- Z CD Q C D Q rr U cn O < o- cn Q IZ <C W gyp_ W ~n W F -W w ~tZ Z F -Q U za U z U^ ZY U� zm F- atn > Z o .1 CSF_ W '-' c�z 00 (.�� LU `ld �. 'w/� v I QU x W W `./ Cr- z Q � O U0- w0 QW JF- >- W z W <t cnO aU O�- O>- O>- 0>-- �� OZ O o f O<[ wO �.-. �®m =1L > zO U mZ 2! F -W J W t- Lo r2 w a � N N o U x<r �--� f- W xQ P---1 o U = �- _ F- I- _ F- = J U a U U a U rr CO<t � Z UV) z <t 0- ,--a J � � F- �--� � F- CD 1--� w cn ,,_ m o w ,.,u w Of O U 0u D Z (n cn N � W O w Y 0 Q W •__. W U .__. W U .� W U W U W W UU �m .-1 �m �w fYm J QO Iz W WF- U) zw <C W J Ja (no E� (� J �W > Q OIL > O Z 0Y Y J > tZ 00 W Up_ 00 4 m (n <L Q Z Q F- U z F- U CCL W Q W <C W Q W Q <( V) ®Ir zU On- ZU Op z�U) O� zU O F- F- cn C Q D Q J Q O z z O Z W > m UZ U o O = M J WU, Z OI- x = J J W OFA- ® OF- Q 1-4 _I� J� J� J� J= W J� � Z� W W® Ow0 OCA Z<C WD � �J, V)�v U W U U J =� U =� F- J`. Li ® 0- 0 0-O 0-O 0-1 �� .. ". �. Qin F- �. W .� to cn �--e M C] U I`�? U � D_ CC cn m2 m3 m3 m3 m3 m3 m3 m3 tonne tonne tonne m m m m m2 m3 m3 m3 m3 m EA EA EA m m m m m2 m2 EA m m2 m3 m3 m L-1 866 470 682 427 687 0.3 106 332 10 336 634 161 54 L-2 5285 802 2495 1 508 151 91 321 2157 0.6 5.5 56 85 39 2.9 29 1.5 1.0 1.0 44.5 32 1 807 1932 26 59 L-3 13769 5661 4437 2710 175 105 372 4082 1.2 10.4 19 427 8 64 36 4°0 34.2 1.0 2.0 1.0 68.2 32 2569 1-0 14 2492 34 1:27 L-4 848 845 296 513 328 633 0.2 2.3 70 7.6 1.0 1.0 346 ', 19 L-5 62 2361 1856 2260 1382 33 20 70 2107 0.9 4.4 38 488 16 15.2 2.0 2.0 10 130 1492 566 16 L-6 232 368 216 323 202 324 0.2 0.8 123 378 233 C-6 800 86 C-7 785 242 DO -3 6 40 TOTAL 1142 23494 9301 10501 6415 359 216 763 9996 3.4 25°0 56 57 1525 24 40 103 2.9 65 5.5 57 5.0 3.0 400 1585 328 13207 64 844 7080 1.0 14 5151 70 60 205 (N) - NOT A SEPERATE PAY ITEM. FOR INFORMATION ONLY. RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME '=> JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN F I LE => 4256pa001 . dgn SUMMARY OF QUANT CU 08224 EA OE4501 20,y-7$/ r<" 0 CV < M O Qp N n n W W Q H 206-782 x n n- w. II 0 z a a z 0 om m Ld I- o aw o �z w CD U) W QW = Up U I ME W O J F- 2 1— tz ~' w x--- V) n X c)) rr o W N Q U O O O � 0 Z I-- O LL. < o n O O W O Q I U) LJ W ul W U, 0 co r F E W4-1 THIS PLAN ACCURATE FOR SIGN WORK ONLY RELATIVE BORDER SCALE IS IN MILLIMETERS 0 20 40 60 80 USERNAME=>peruz i I i I I i DGN FILE=>0800000086oa002odgn DIST COUNTY ROUTE KILOMETER 'POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 486/4903123 178 -�Lu1 q1 4/26/11 ROFESs1 REGIS EKED CI L ENGINEER DATE e °Nq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA Oh' ITS OFFICERS OR AGENTS SHALL NOT RE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET, SAUL Me KANE z Lu (No. 61311 Or- xp.6/30/11 CIVIL P 9TF of CAL IVO RBF CONSULTING I COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CONTRACTAS BUILT D. • R.E. NAME ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN SIGN PLAN CU 08224 SCALE: 1 500 S-2 EA OE4501 1, R z =CO --D Ln Lnrn 00 ww 00 ww o� z 0 V. ME O Q cr- Q- X c)) cn o z N Q O O � 0 O LL. o O O O o W O GoO L Q O � T ' D m Q a Z o O - LL a a U u u— x L O N O F- oa a Q a S U) LJ W ul W U, 0 co r F E W4-1 THIS PLAN ACCURATE FOR SIGN WORK ONLY RELATIVE BORDER SCALE IS IN MILLIMETERS 0 20 40 60 80 USERNAME=>peruz i I i I I i DGN FILE=>0800000086oa002odgn DIST COUNTY ROUTE KILOMETER 'POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 486/4903123 178 -�Lu1 q1 4/26/11 ROFESs1 REGIS EKED CI L ENGINEER DATE e °Nq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA Oh' ITS OFFICERS OR AGENTS SHALL NOT RE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET, SAUL Me KANE z Lu (No. 61311 Or- xp.6/30/11 CIVIL P 9TF of CAL IVO RBF CONSULTING I COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CONTRACTAS BUILT D. • R.E. NAME ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN SIGN PLAN CU 08224 SCALE: 1 500 S-2 EA OE4501 1, R z =CO --D Ln Lnrn 00 ww 00 ww o� z 0 V. x V) m in W w rr w F - w Of o IN, >- 0 m F- Qw o _jz w ::D (D U U �V) w ¢w z Um U w Ld w z w I--� 0 z zzl o �r ~ z zl x Q J Q U w F- Q Q V) UI 0 i- 0 a IN, >- 0 m F- Qw o _jz w ::D (D U U �V) w ¢w z Um U o► ~vc x N •dc o z 0 ME O Lo C W c c V) a �z W c:o J o a V U X L o N W 0 a F - Q ONLY ONLY IS R61-28(MOD)(CA) C IS R5-1 Oc 3-10 IS R5-1( R5 -1a NOTE THIS SHEET Mq Tc 1 ti �I CONSTRUCT PEDESTRIAN BARRICADE (TYPE 1 ) NE,, 3-11 S A � t D Q � SEE 3-9 T S'EEj S-6 6 A 174+40 SEE NE I T i 1 S T —� i s �� MATCH LI I R6-1 (RT)3-8 �� �,�„ ONLY ONLY R6-1 (LT) Q IS - I z RM_1 v 3-1 2 R61-28(MOD)(CA) j R1 R6-1(RT) IS = om Z I J R6-1 (LT)=, 3-1 3 R5-1 _ J v R5-1 a is �` z M R6-1 (RT) �r------------------ RQ R5-1 C3_6 3-14 R6-1 (LT) :o �. ATE i I - IS R5-1 a ® - E NTERST 3 4 5 R5-1 Oa RM 3-1 5 �1 5) z R 5-1 (ij o R5 -1a RM R6-1 (RT) Z�� I S R6-1 (LT) 3-19 R3-1 is '� RM w'� R3_1 3-55 �Z 1 etric DIST COUNTY ROUTE KILOMETER POST SHEETl TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 48.6/49.3 124:1178 4/26/11 .FESS REGIS EKED CI IL ENGINEER DATE. e� roNq` SAUL M. Fti KANE April 28, 2011 m PLANS APPROVAL DATE No. 6131 Xp, 6/30/11 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHAL L NOT BE RESPONSIBLE FOR sT CIVIL P THE ACCURACY OR C01WPLETENES5 OF SCANNED'' qTF OF CALZF���� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 MATCH L I NE' +, '"STA 150+ is 80 SEE S R3 -7R 3-53 HEST S-5 IS W4-7 C3-1 RM W3-3 ' is R3 -7R RM 3-4 G92 CA 27-205) CA M3-3 M6-2 I SC G92 CA G27-2(15) CA M3-3 M6-2 S - R M = 3-18 R3-1 w is I GM G92 CA CA -J*J ( ) 3_43 G92(CA) G27-2{1 5)(CA) G27-20 5)(CA) M3-13-32 ► i M3_1 M6 2 M6-2 XII RM RM 3-26 R RM I 5-1 a G 9 2(CA) S�pP RM G92(C �R � _ '� � `, 7-2(15)(CA) � , .�► M3-1 _ I ,� R6-1 �LflG27-2(1 5) _ 3 31 R6-1 R M3-3 �M6 2 -- 3-41 IS _ ` , M6-2 = R 3- 7 R/ 3-58 ,� a 3-21 G27-2(15){CA) = M3-3 M6-2 I - €....1.., R M - - is I . 3- 3-22 W3-3. R5 -10a = _ , C RM .�► I is R3-1 3-25 ----- --------- RM 7G24-3(CA) Is 'I _ - - - - RM M� R 5 1 a - - - R , G78(CA) A R571= - ------------------, rIS R5=1 3128 H NTERSTATE (R - 1 T) - 6 : -- : : 3-29 �. RM 3-38 _ -- --- - 1 5 �. R6 1 (LIT) R5-10c�`.... R61-28(CA) 3-56 z c'r 3-37 is I Corona 1 M u- 5-1 c ----------------- IS J ATeH .INE ITTo 3.`57 R61 - 8(CA) 2 2 STA 172+5o E� S' SEE SHEET S- 2 ro 0 1 THIS PLAN ACCURATE FOR SIGN WORK ONLY RELAT I VE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT ,IS IN MILLIMETERS I i I i I i I i I DGN F I LE => 4581 oa003 . dgn 41 f� w Ld z F- I--� zzl o Ld ~ zl Q U w —jI U O Q UI z i- 0 a o - a o► ~vc x N •dc o z 0 ME O Lo C W c c V) a �z W c:o J o a V U X L o N W 0 a F - Q ONLY ONLY IS R61-28(MOD)(CA) C IS R5-1 Oc 3-10 IS R5-1( R5 -1a NOTE THIS SHEET Mq Tc 1 ti �I CONSTRUCT PEDESTRIAN BARRICADE (TYPE 1 ) NE,, 3-11 S A � t D Q � SEE 3-9 T S'EEj S-6 6 A 174+40 SEE NE I T i 1 S T —� i s �� MATCH LI I R6-1 (RT)3-8 �� �,�„ ONLY ONLY R6-1 (LT) Q IS - I z RM_1 v 3-1 2 R61-28(MOD)(CA) j R1 R6-1(RT) IS = om Z I J R6-1 (LT)=, 3-1 3 R5-1 _ J v R5-1 a is �` z M R6-1 (RT) �r------------------ RQ R5-1 C3_6 3-14 R6-1 (LT) :o �. ATE i I - IS R5-1 a ® - E NTERST 3 4 5 R5-1 Oa RM 3-1 5 �1 5) z R 5-1 (ij o R5 -1a RM R6-1 (RT) Z�� I S R6-1 (LT) 3-19 R3-1 is '� RM w'� R3_1 3-55 �Z 1 etric DIST COUNTY ROUTE KILOMETER POST SHEETl TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 48.6/49.3 124:1178 4/26/11 .FESS REGIS EKED CI IL ENGINEER DATE. e� roNq` SAUL M. Fti KANE April 28, 2011 m PLANS APPROVAL DATE No. 6131 Xp, 6/30/11 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHAL L NOT BE RESPONSIBLE FOR sT CIVIL P THE ACCURACY OR C01WPLETENES5 OF SCANNED'' qTF OF CALZF���� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 MATCH L I NE' +, '"STA 150+ is 80 SEE S R3 -7R 3-53 HEST S-5 IS W4-7 C3-1 RM W3-3 ' is R3 -7R RM 3-4 G92 CA 27-205) CA M3-3 M6-2 I SC G92 CA G27-2(15) CA M3-3 M6-2 S - R M = 3-18 R3-1 w is I GM G92 CA CA -J*J ( ) 3_43 G92(CA) G27-2{1 5)(CA) G27-20 5)(CA) M3-13-32 ► i M3_1 M6 2 M6-2 XII RM RM 3-26 R RM I 5-1 a G 9 2(CA) S�pP RM G92(C �R � _ '� � `, 7-2(15)(CA) � , .�► M3-1 _ I ,� R6-1 �LflG27-2(1 5) _ 3 31 R6-1 R M3-3 �M6 2 -- 3-41 IS _ ` , M6-2 = R 3- 7 R/ 3-58 ,� a 3-21 G27-2(15){CA) = M3-3 M6-2 I - €....1.., R M - - is I . 3- 3-22 W3-3. R5 -10a = _ , C RM .�► I is R3-1 3-25 ----- --------- RM 7G24-3(CA) Is 'I _ - - - - RM M� R 5 1 a - - - R , G78(CA) A R571= - ------------------, rIS R5=1 3128 H NTERSTATE (R - 1 T) - 6 : -- : : 3-29 �. RM 3-38 _ -- --- - 1 5 �. R6 1 (LIT) R5-10c�`.... R61-28(CA) 3-56 z c'r 3-37 is I Corona 1 M u- 5-1 c ----------------- IS J ATeH .INE ITTo 3.`57 R61 - 8(CA) 2 2 STA 172+5o E� S' SEE SHEET S- 2 ro 0 1 THIS PLAN ACCURATE FOR SIGN WORK ONLY RELAT I VE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT ,IS IN MILLIMETERS I i I i I i I i I DGN F I LE => 4581 oa003 . dgn 41 f� Ld z I--� zzl o ~ zl Q U —jI Q UI R61-13 COUNTY; R/W =3-42isI -13(CA) RMI 3- 39 R 1 -1 SLOPE 3-35 IS TCE,-D R5-1 1 F` R5-1 a IS 2 3-36 R6-1 RT) t R6-1 LT) RM ' G78CA) 3-47 3-46 ----------------- Son --- ---------San Diego , 1 , NTERS:TATE 1 I , ' 15 I , I 1 Corona I I `--------------- 3-33 W4-2(RT) + San Diego 15 Corona 3-48 IS G77-4(CA) 3-34 is W9-1(RT) -----------------, 1 , I V , Corona 1 ISB R9 -3a ----------------- I , 3-54) Lake Elsinore c ------------------ 3 51 ---------------3-51 RL G8-7(CA) rw 3-49 WM-7 TYPE N(CA) A- A M RM R1-1 ALL DIMENSIONS ARE IN SNS METERS UNLESS OTHERWISE SHOWN SIGN PLAN SCALE: 1 :500 S-3: CU 08224 EA OE4501 zoo- 78y 0 N ww F- � F- 206- 786 -- .� - +ry x x r) �� V) W H o w Lu Iz t—/} W >> Ld o F— rf- L w O z r a z d <[ Ln z O am m W H 0 QW M Jz LU CD U I -"U v) W aw Uc) U 0 a x v •cc H co z oLUa W o e a z c o O L LL o Q < V U / L1� x co O N W o oa < 1-4d n ba o 1.67 m 205 INTERSTATE 460 "� 5 N N 150 Tl - 200 Freeway 205 535x460 SHIELD LCA Ln Ld Ln 150 N Ln - I 145 190 I— O II? N 460 (535x460 SHIELD) O 15 SOUTH x--- 460 (535x460 SHIELD) n N 340 - 180 f San Diego W Y 190 U 190 O'-4 r- Ln � r - Z N N Q n W o 0 a x v •cc H co z oLUa W o e a z c o O L LL o Q < V U / L1� x co O N W o oa < 1-4d n ba o 1.67 m 205 INTERSTATE 460 "� 5 N N 150 Tl - 200 Freeway 205 535x460 SHIELD G78(CA) 2.13 m 535x460 SHIELD LCA Ln O Ln 150 N Ln - I 145 190 1 O II? N 460 (535x460 SHIELD) O 15 SOUTH N 460 (535x460 SHIELD) N G78(CA) 2.13 m 535x460 SHIELD 535x460 SHIELD 2.44 m LCA Ln r`i Lo in Ln Ln 150 N Ln - I 145 190 1 1 1 1340 II? 190 460 (535x460 SHIELD) rn 15 SOUTH 150 460 (535x460 SHIELD) 180 N 340 - 180 200 San Diego 200 200 - 190 1 190 190 r- Ln � r - N N 3-55 G78(CA) 535x460 SHIELD 2.44 m + San INTERSTATE 15 Diego Corona � 205 200 200 E 460 Q0 200 200 205 535x460 SHIELD 1.67 m 178 INTERSTATE 15 460 N -- 186 N Freeway 200 178 150 0 Ln 150 San Diego 150/115 145 (0 00 c.0 II? t0 rn N + San INTERSTATE 15 Diego Corona � 205 200 200 E 460 Q0 200 200 205 535x460 SHIELD 1.67 m 178 INTERSTATE 15 460 N -- 186 N Freeway 200 178 G78(CA) 1.98 m 15 l NORTH Corona W v �o r- ao r` O r - r 3-2 G78(CA) 1.83 m O r` O N Ln N 340 150 340 200 190 E 355x305 SHIELD N N 150 0 115 150 San Diego 150/115 145 INTERSTATE 115 O 460 N O N N G78(CA) 1.98 m 15 l NORTH Corona W v �o r- ao r` O r - r 3-2 G78(CA) 1.83 m O r` O N Ln N 340 150 340 200 190 E 355x305 SHIELD N N 3-48 4-5 G78(CA) G77A(CA) C ro N THIS PLAN ACCURATE FOR SIGN WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I USERNAME =>JHOFERT DGN FILE=>4581ob002adgn 152 Caltrans 0.91 m DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 4806/4903 130178 4. �I /� 4/26/11 FEsslo REGIS EKED CI IL ENGINEER DATE �o e SAUL M. KANE Z April 289 2011 m PLANS APPROVAL DATE No. 61311 xp. 6/30/11 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL IV COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. G'UASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 NORTH NO- U TURN 1 102 4-9 R73-6(CA)(SPECIAL) 559 N N . ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN SIGN DETAILS �o 150 SOUTH 115 150 San Diego 150/115 145 INTERSTATE 115 --4 15 460 3-48 4-5 G78(CA) G77A(CA) C ro N THIS PLAN ACCURATE FOR SIGN WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I USERNAME =>JHOFERT DGN FILE=>4581ob002adgn 152 Caltrans 0.91 m DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 4806/4903 130178 4. �I /� 4/26/11 FEsslo REGIS EKED CI IL ENGINEER DATE �o e SAUL M. KANE Z April 289 2011 m PLANS APPROVAL DATE No. 61311 xp. 6/30/11 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL IV COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. G'UASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 NORTH NO- U TURN 1 102 4-9 R73-6(CA)(SPECIAL) 559 N N . ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN SIGN DETAILS �o 145 NORTH 115 150 Corona 150/115 150 LEFT LANE 115 150 3-48 4-5 G78(CA) G77A(CA) C ro N THIS PLAN ACCURATE FOR SIGN WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I USERNAME =>JHOFERT DGN FILE=>4581ob002adgn 152 Caltrans 0.91 m DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 4806/4903 130178 4. �I /� 4/26/11 FEsslo REGIS EKED CI IL ENGINEER DATE �o e SAUL M. KANE Z April 289 2011 m PLANS APPROVAL DATE No. 61311 xp. 6/30/11 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL IV COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. G'UASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 NORTH NO- U TURN 1 102 4-9 R73-6(CA)(SPECIAL) 559 N N . ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN SIGN DETAILS �o X X a LdV m 0 w w n" L w F— Ld a o wrn M I— O O < 0 - E U L . . o' oEn m w F-0 aw o Jz w UNel � U V) w aw _ U D CU 0 0 o "A" Line 173+30.768 POC 180 "ITT" Line 6+080778 POT 'X 59'' 9 ��"Indian Truck Trail" Skew ("ITT" Line) ----------- 7..... ....................-. - - - - .-.._.•,..---- `. _r \ N_61 ° 50' 58"E\� \\ \ -- -- - - - - - --- �--------------------- ---------------------- o \\ \\ \\ \\ � S I g n - =_- r1A ----- ---_- ............. Route 15" Existing Indian Truck Trail ('A" Line) Undercrossing, Br No. 56-676 R/LLOCATION PN No Scale - V"Indian Truck Trail" ("ITT" Line) Walkinq S17 grating 2.172 - - - ----------------- ....0 N O a 0 \ \ \ See Frame/Mounting Tube BpiConnection Details 0 305 \ \ - -- - - -------------------- - `\CP Q \, 6 305 \ ` c� ?, .' . r- o . 0. 00 rn s, �o Ln •E -- -------------- - Mounting\, Bridge mounted Ln CD tube sign -' Fixture mounting S17 channels —� of f rame M , Ln \ \ \ c\J 0 o '\ 2.540 x 5.480— Laminated panel Type A LAYOUT Sca l e 1 :40 Outside edge of concrete barrier = \ edge of deck 00 0 Ln LO Top of Sign etric 1 INDEX OF SHEETS: .SHEET NO TITLE 1. Bridge Mounted Sign General Plan 2. Bridge Mounted Sign Details CALTRANS STANDARD PLANS DATED JULY DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. 11SHEETS 8 R i v 15 4806/4903 131 178 .3.707/01 /09 QaOFESS�aN REGISTERED CIV L ENGINEER V. J MOSQUERA z April 28, 2011 m PLANS APPROVAL DATE a Ly - RBF 51049 RBF CONSULTINGXP' 9/30/11, 14725 ALTON PARKWAY s�4T�Q IVILVo���P , IRVINE, CA 92618 ca The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. Caltrans now has a web site! To get to the web site, go to: http://www.dot.Ca.gov 2004 (WITH REVISIONS) A10A LJ -L) J A10B Acronyms and Abbreviations (M -Z) STANDARD PLAN SHEET NO. RSP F- OH Signs, Walkway Details No. 1 X v1 n DETAIL NO. RSP S17 OH Signs, Walkway Details No 2 W 1 OH Signs, Walkway Safety Railing Details U 0 Electric Systems Z F— c < LEGEND: r N W � ------ ------ ------ ---- Existing Structure a New Structure 0 0 o "A" Line 173+30.768 POC 180 "ITT" Line 6+080778 POT 'X 59'' 9 ��"Indian Truck Trail" Skew ("ITT" Line) ----------- 7..... ....................-. - - - - .-.._.•,..---- `. _r \ N_61 ° 50' 58"E\� \\ \ -- -- - - - - - --- �--------------------- ---------------------- o \\ \\ \\ \\ � S I g n - =_- r1A ----- ---_- ............. Route 15" Existing Indian Truck Trail ('A" Line) Undercrossing, Br No. 56-676 R/LLOCATION PN No Scale - V"Indian Truck Trail" ("ITT" Line) Walkinq S17 grating 2.172 - - - ----------------- ....0 N O a 0 \ \ \ See Frame/Mounting Tube BpiConnection Details 0 305 \ \ - -- - - -------------------- - `\CP Q \, 6 305 \ ` c� ?, .' . r- o . 0. 00 rn s, �o Ln •E -- -------------- - Mounting\, Bridge mounted Ln CD tube sign -' Fixture mounting S17 channels —� of f rame M , Ln \ \ \ c\J 0 o '\ 2.540 x 5.480— Laminated panel Type A LAYOUT Sca l e 1 :40 Outside edge of concrete barrier = \ edge of deck 00 0 Ln LO Top of Sign etric 1 INDEX OF SHEETS: .SHEET NO TITLE 1. Bridge Mounted Sign General Plan 2. Bridge Mounted Sign Details CALTRANS STANDARD PLANS DATED JULY DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. 11SHEETS 8 R i v 15 4806/4903 131 178 .3.707/01 /09 QaOFESS�aN REGISTERED CIV L ENGINEER V. J MOSQUERA z April 28, 2011 m PLANS APPROVAL DATE a Ly - RBF 51049 RBF CONSULTINGXP' 9/30/11, 14725 ALTON PARKWAY s�4T�Q IVILVo���P , IRVINE, CA 92618 ca The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. Caltrans now has a web site! To get to the web site, go to: http://www.dot.Ca.gov 2004 (WITH REVISIONS) Parallel t0 Decker iLI!, Splice Line H, r h + �� i1 i+i i+ Walkway " Bracket Walkway Bracket Spacing 0.2951 1 1.630 1 1.630 1 1.630 MOUNTING BRACKET A EMILY SPACING No Scale RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I i I i I Mounting Bracket 0.295 USERNAME=>JHOFERT DGN FILE=>4581ob003.don NOTES' 1. For details not shown see "Caltrans Standard Plans' See Sign Plans for additional Sign Details. 2. Exterior bracket angle to face outward to accomodate the safety chain angle. 3. Unless otherwise shown all steel shall be galvanized after fabrication. 4. End of mounting tube to be covered with 5 mm min material seal welded. 5. All high strength (H.S.) bolts shall be wrench tightened. 6. Min size fillet weld is 6 mm or smaller piece thickness unless noted otherwise. 7. For SECTION A -A see "Bridge Mounted Sign Details" sheet. 8. Contractor to provide Anchor Bolt Layout before Anchor Bolts are placed. 9. Resin capsule anchorage is subject to approval of engineer. Installation procedures shall comply.with manufacturer's Instructions. Do not cut any existing reinforcement or prestress strands when installing anchors. INDIAN TRUCK TRAIL UC BRIDGE MOUNTED SIGN GENERAL PLAN S D -3 CU 08224 EA OE4501 0 N Q A10A Acronyms and Abbreviations (A -L) A10B Acronyms and Abbreviations (M -Z) STANDARD PLAN SHEET NO. RSP S16 OH Signs, Walkway Details No. 1 DETAIL NO. RSP S17 OH Signs, Walkway Details No 2 RSP S18 OH Signs, Walkway Safety Railing Details ES15A Electric Systems (Sign Illumination Equipment) LEGEND: ------ ------ ------ ---- Existing Structure New Structure 5.480 RSP Denotes "Revised Standard Plan" 0.835. 1.905 1.905 .0.835 Parallel t0 Decker iLI!, Splice Line H, r h + �� i1 i+i i+ Walkway " Bracket Walkway Bracket Spacing 0.2951 1 1.630 1 1.630 1 1.630 MOUNTING BRACKET A EMILY SPACING No Scale RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I i I i I Mounting Bracket 0.295 USERNAME=>JHOFERT DGN FILE=>4581ob003.don NOTES' 1. For details not shown see "Caltrans Standard Plans' See Sign Plans for additional Sign Details. 2. Exterior bracket angle to face outward to accomodate the safety chain angle. 3. Unless otherwise shown all steel shall be galvanized after fabrication. 4. End of mounting tube to be covered with 5 mm min material seal welded. 5. All high strength (H.S.) bolts shall be wrench tightened. 6. Min size fillet weld is 6 mm or smaller piece thickness unless noted otherwise. 7. For SECTION A -A see "Bridge Mounted Sign Details" sheet. 8. Contractor to provide Anchor Bolt Layout before Anchor Bolts are placed. 9. Resin capsule anchorage is subject to approval of engineer. Installation procedures shall comply.with manufacturer's Instructions. Do not cut any existing reinforcement or prestress strands when installing anchors. INDIAN TRUCK TRAIL UC BRIDGE MOUNTED SIGN GENERAL PLAN S D -3 CU 08224 EA OE4501 0 N Q X X Existing Conc Barrier Type 25 See Anchor Plate Details and Resin Anchor Bolt Anchorage 127 CL 8 mm Cadmium plated ` steel elevator bolt w/ _ hex nut & lock washer. Mounting bracket L127x77x11 1 Bar 128 x 19 x 276 _ Laminated Sign Panel Type A �-TS 102 x 102 x 5 ° 8 mm elev head bolt and ° Ld a See Detail C C3 slot (typ) ° Top of deck F N Splice linea Contractor to determine location -_ -____- aLij fter sign delivery / I� r --------- - _ 'L1 S I o S1 Safety o LU a i- - 1n F - Eo rail�ng om m w 0 Qw � Z U f—, U -V) w Q LLQ Um U o-----------------�- w - o o o Q i i I /' /' ® r --See Detail E W o TS 89 x 89 x 5 0 oo I z a Q ------------ - - - - -- - 3(D CT E ;/'-�- - U L, ._ / � LL ' ► /' TS 102 x 102 x 5 / / B r 128 x 19 x 276 om m w 0 Qw � Z U f—, U -V) w Q LLQ Um U LIN., I NJ I I I SECTION A -A Scale 120 6 ST 155 x 26 Safety lug T AT- _ 406 10 mm dia 16 mm dia hexSECTION B -B steel cable head bolt No Scale 0 Ln c AAr.� �r,� i r,n hrri+lir�� 16 mm dia hex hd bolt with D nut, flat washer, beveled washer and lock washer. total 4 ETAIL F No Scale fety g see P S17 Safety chain /,-Light Fixture Mountinq Channel No Sca l e W130 x 24 Walkway bracket 38 dia hole for gale in plate jolt dia. + 3 mm Bar 51 x7x51 S H E R 168 min. 22 dia hole in Mounting L slot 22x 32 in clip angle. Use M20 H.S. bolt TC 1 At) ., 1 ne) ., C Bar 128 x 19 x Frame °. _ _ - - - ---- o � D. Double nut with It washer / Resin Capsule Anchor for 20 mm / Dia -Bolt DETAIL E DETAIL C Frame �� 'i Frame 38 100 1 100 38 38 100 100-138, CL Anchorage washer 51 x 6 x 51 I with 22 dia hole iL I II w n W o z a Q (A o LIN., I NJ I I I SECTION A -A Scale 120 6 ST 155 x 26 Safety lug T AT- _ 406 10 mm dia 16 mm dia hexSECTION B -B steel cable head bolt No Scale 0 Ln c AAr.� �r,� i r,n hrri+lir�� 16 mm dia hex hd bolt with D nut, flat washer, beveled washer and lock washer. total 4 ETAIL F No Scale fety g see P S17 Safety chain /,-Light Fixture Mountinq Channel No Sca l e W130 x 24 Walkway bracket 38 dia hole for gale in plate jolt dia. + 3 mm Bar 51 x7x51 S H E R 168 min. 22 dia hole in Mounting L slot 22x 32 in clip angle. Use M20 H.S. bolt TC 1 At) ., 1 ne) ., C Bar 128 x 19 x Frame °. _ _ - - - ---- o � D. Double nut with It washer / Resin Capsule Anchor for 20 mm / Dia -Bolt DETAIL E DETAIL C Frame �� 'i Frame 38 100 1 100 38 38 100 100-138, CL Anchorage washer 51 x 6 x 51 I with 22 dia hole iL I II Bar 128 x 19 x 276 ----*a I I - 32 dia hole in bar ------L-- - ---� 19 dia hole for galy in tube "-38 dia hole for BOTTOM TOP 901v in plate ANCHOR PLATE DETAILS 18059/14 Frame i i C / G 51 i E51 rh + _Bar 16 Ln a� e� anchor for -, total 2 bolts i ILrru i 11=1, J 1 At x 51 with double nut RESIN CAPSULE BOLT ANCHORAGE (See notes on General Plan) No Scale RELATIVE BORDER SCALE IS IN MILLIMETERS CV Mounting tube 8 f Bar 92 x 10 G / / 89 Slot 19 x 32 ------------ - �— — E- It10x 178- ----=------=== --4 ----------- 51 n PLAN 3 sides of 1\�p 51 late min DIST COUNTY ROUTETOTAL KILOMETER POST SHEET TOTAL PROJECT No. SHEETS 8 Riv 15 4806/4903 132:178 • VV V\ 07/01 /09 ��FESS10 e$,c REGISTERED CIV L ENGINEER V . J 1�1 MOSQUERA 7 - April 28, 2011 w 51'049 r� No. PLANS APPROVAL DATE M .0 xp• 9/30/11 � RBF CONSULTING s CIVIL i ng Bracket 14725 ALTON PARKWAY TTFoF caLIF°�lP IRVINE, CA 92618 The State of California or its officers or agents shall not be responsible Ilk for the accuracy or completeness of electronic copies of this plan sheet. 102 x 76 x 10 x 76 Caltrans now has a web site! To get to the web site, ://www.dotacaegov go to: http 44 i Edge of sign panel I jI N i 10x 16 slot i I I I I I I I I 76 SECTION G -G NOTE: For notes, See "General Plan" sheet. X16 HS Bolt, nut & 2 )ardened washers tot 8 per connection SIDE VIEW FRAME - MOUNTING TUBE CONNECTION 0 20 40 60 Be I i I i I i I i I Scale 1:5 USERNAME=>JHOFERT DGN FILE=>4581ob004.dgn. MC to MILLIMETERS UNLESS OTHERWISE SHOWN INDIAN TRUCK TRAIL UC BRIDGE MOUNTED SIGN DETAILS SD -4 CU 08224 EA OE4501 0 N x x 0 LLJ rr w LL w o z a z Q J F- <r z 0 O D o> am m w � ro < w o _jz w =)( U '—' U J (/) W Qw Up U x ROADSIDE SIGN QUANTITIES SIGN No. SIGN CODE w POST SIZE & LENGTH INSTALL J REMOVE F- 10 H ROADSIDE SIGN ONE TWO POST POST m z i- ROADSIDE SIGN (N) 89 X 89 (mm) ry 140 X 140 (mm) 150 X 200 (mm) M x--- n CL EA EA EA EA EA EA w G84-2(85)(CA) 1372X1219 CU 408 O 1 Of z F- (3 Q - IL w o x ROADSIDE SIGN QUANTITIES SIGN No. SIGN CODE PANEL SIZE mm POST SIZE & LENGTH INSTALL RELOCATE ROADSIDE SIGN REMOVE PEDESTRIAN BARRICADE (TYPE 1) REMARKS ROADSIDE SIGN ONE TWO POST POST SIGN (STRAP & SADDLE BRACKET METHOD) MAST ARM MOUNTED SIGN (N) ROADSIDE SIGN (N) 89 X 89 (mm) 89 X 140 (mm) 140 X 140 (mm) 150 X 200 (mm) M M M M EA EA EA EA EA EA 1-1 G84-2(85)(CA) 1372X1219 408 1 1-2 G84(CA) - 1 - 2-1 W3-3 900X900 4.8 2-2 W3-1 - 1 - 2-3 R61-28(CA) 1 21 9X762 4.3 1 2-4 2-5 2-6 R61-28(CA) R61-28(CA) R61-28(CA) 1 21 9X762 1 21 9X762 1 21 9X762 403 4.3 4.3 1 1 1 3-1 R3 -7R 750X750 4°0 1 3-2 G78(CA) 1980X1220 407 1 3-3 W3-3 1 3-4 G92(CA) - 1 G27-2(15)(CA) - - - M3-3 - - - M6-2. 3-5 G92(CA) 1219X762 402 1 - G27-2(15)(CA) 60OX600 M3-3 60OX300 M6-2 525X375 3-6 R5-1 1 R5-1 a - - 3-7 R1 -1 1 R6-1(RT) - _ - R6=1(LT) 3-8 R6-1 (RT) 90OX300 1.9 1 R6-1(LT) 90OX300 3-9 R5-1 90OX900 3.5 1 R5 -1a 90OX600 3-10 R5 -10c 600 X 300 3.-5- e53-11 3-11 R61-28(MO.D)(CA) 1219X762 4.3 1 3-12 R61-28(MOD)(CA) 1 21 9X762 4.3 1 3-13 R5-1 900X900 3.5 1 R'5-1 a 90OX600 3-14 R6-1(RT) 900X300 1.9 1 R6-1(LT) 900X300 3-15 -3-16 R5-1 1 1 R5 -1a R6-1(RT) - R6-1(LT) - - - 3-17 R3-1 1 SHEET TOTAL (N) 15 1 9 RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I_ _ i I i I i I USERNAME _> JHOFERT DGN F I LE => 4581 oc001 odon DIST COUNTY 8 R i v ROUTE KILOMETER POST TOTAL PROJECT SHEET No., TOTAL SHEETS 15 4806/4903 1331! 178 AEIIRf-D /C 4/26/11 Q ,OFESSIOREGCI IL ENGINEER DATE �o a� SAUL M. KANE Z April 28, 2011 061311 m PLANS APPROVAL DATE � No. THE STATE OF CALIFORNIA OR ITS OFFICERS xp.6/30I11 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL P THE ACCL/RACY OR COMPLETENESS OF SCANNED q�F of CAL IV COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 LEGEND: (N): NOT A SEPARATE PAY ITEM FOR INFORMATION ONLY SIGN QUANTITIES SQ -1 CU 08224 EA OE4501 206-7c!3 0 N C) 0 w w L 00 J 0- d wW Q o� x In m 0 w w 01-1 0 w F - w a a o �>- om m w F- .< Lu o JZw ,- U cn w Qw (-) o U SIGN CODE w POST SIZE & LENGTH o' RELOCATE ROADSIDE SIGN REMOVE w REMARKS ROADSIDE SIGN ONE TWO POST POST I w ROADSIDE SIGN (N) o z 140 X 140 (mm) = Q x--- M n EA z EA x Q EA EA w R3-1 - 1— Q a z o' 0 3-19 Q �>- om m w F- .< Lu o JZw ,- U cn w Qw (-) o U Z O •a= 0 a. X c N . z N 'Q a .LIC a U O LA- Lo LL o z W c- a U)CL W c 0 Y) o a 3 c z C) C) o Q LA- 0 cv U LL X L N o LiJ Q cn Q o S ROADSIDE SIGN QUANTITIES SIGN No. SIGN CODE w POST SIZE & LENGTH INSTALL RELOCATE ROADSIDE SIGN REMOVE PEDESTRIAN BARRICADE (TYPE 1) REMARKS ROADSIDE SIGN ONE TWO POST POST r I— ROADSIDE SIGN (N) c 89 X 140 (mm) 140 X 140 (mm) 150 X 200 (mm) M x--- M n EA (A EA EA EA EA EA w R3-1 - U 0 o' z 3-19 Q 600X600 3.8 o_ 1 w a Z O •a= 0 a. X c N . z N 'Q a .LIC a U O LA- Lo LL o z W c- a U)CL W c 0 Y) o a 3 c z C) C) o Q LA- 0 cv U LL X L N o LiJ Q cn Q o S ROADSIDE SIGN QUANTITIES SIGN No. SIGN CODE PANEL SIZE mm POST SIZE & LENGTH INSTALL RELOCATE ROADSIDE SIGN REMOVE PEDESTRIAN BARRICADE (TYPE 1) REMARKS ROADSIDE SIGN ONE TWO POST POST SIGN ( STRAP & SADDLE BRACKET METHOD) MAST ARM MOUNTED SIGN (N) ROADSIDE SIGN (N) 89 X 89 (mm) 89 X 140 (mm) 140 X 140 (mm) 150 X 200 (mm) M M M M EA EA EA EA EA EA EA 3-18 R3-1 - 1 3-19 R3-1 600X600 3.8 1 3-20 G92(CA) - 1 G27-2(15)(CA) - M3-3 - M6-2 - 3-21 G92(CA) 1219X762 4.4 1 G27-2(1 5) (CA) 60OX600 M3-3 60OX300 M6-2 525X375 3-22 R5 -10a 750X900 4.4 1 3-23 W3-3 - 1 3-24 R3-1 60OX600 3.8 1 3-25 R3-1 - 1 3-26 R3-1 - 1 3-27 R6-1(RT) - 1 R6-1(LT) - 3-28 R5-1 - 1 R5-1 a - 3-29 R6-1(RT) 90OX300 1.9 1 R6-1(LT) 90OX300 3-30 R5-1 900X900 3.5 1 R5 -1a 90OX600 3-31 G92(CA) - 1 G27-20 5)(CA) - M3-1 - M6-2 - 3-32 G92(CA) 1219X762 4.4 1 G27-20 5)(CA) 60OX600 M3-1 60OX300 M6-2 525X375 3-33 W4-2(RT) 750X750 403 1 3-34 W9-1(RT) 750X750 4.3 1 3-35 R5-1 90OX900 3.5 1 R5 -1a 90OX600 3-36 R6-1(RT) 90OX300 1.9 1 R6-1(LT) 90OX300 3-37 R5 -10c 600X300 3.5 1 3-38 R5 -10c - 1 3-39 R1 -1 - 1 3-40 R5-1 - 1 R5 -la - SHEET TOTAL (N) 12 11 RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I I I DGN F I LE => 4581 oC002 . dgn e tPIC DIST COUNTY ROUTE KILOMETER POST SHEETTOTAL TOTAL PROJECT No.SHEETS 8 R i 15 4806/4903 134 178 4/26/11 Q ,OF ESSj0N REGIS EKED CI� IL ENGINEER DATE �<) 9� SAUL M. KANE April 28, 2011 co m PLANS APPROVAL DATE No, 61311 THE STATE OF CALIFORNIA OR ITS OFFICERS xp.6/30/11 OR AGENTS SHAZ L NOT 8F RFSPONSIBL E FOR CIVIL P THF ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL IFp��1 COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA .91 761 RIVERSIDE., CA 92501 LEGEND: (N)o NOT A SEPARATE PAY ITEM FOR INFORMATION ONLY SIGN QUANTITIES SQ -2 CU 08224 EA OE4501 2o6 - 75'y > w (V a Q J x w >- cn in 0 W w Of w I - w a o N" >- r-) M m w �--o aw a _jz w 0 U''-' U J (n W aw _ Up U F w POST SIZE & LENGTH cr- RELOCATE ROADSIDE SIGN REMOVE Ld REMARKS ROADSIDE SIGN ONE TWO POST POST SIGN ( STRAP & SADDLE BRACKET METHOD) w ROADSIDE SIGN (N) 0 z 140 X 140 (mm) 150 X 200 (mm) a x--- M CL EA z x a EA EA w R6-1(RT) - I— a Q cn z 0 i- 0 a N" >- r-) M m w �--o aw a _jz w 0 U''-' U J (n W aw _ Up U z 0 .c 0 c X c)) V) -o Z rn -C 0 GC o I-- 0 O LL- �0 C5 L z W u '= c) 0= w o a, Q,Z C o L L.L � J o Q v u X � O N Lu o CLo a Q c~n a i ROADSIDE SIGN QUANTITIES 1 SIGN NO° Q SIGN(TYPE CODE w POST SIZE & LENGTH INSTALL RELOCATE ROADSIDE SIGN REMOVE F-F— REMARKS ROADSIDE SIGN ONE TWO POST POST SIGN ( STRAP & SADDLE BRACKET METHOD) MAST ARM MOUNTED SIGN (N) ROADSIDE SIGN (N) c 89 X 140 (mm) 140 X 140 (mm) 150 X 200 (mm) M x--- M CL EA to EA w EA EA w R6-1(RT) - > u O z i- 0 a 1-4 0- w o 3-42 z 0 .c 0 c X c)) V) -o Z rn -C 0 GC o I-- 0 O LL- �0 C5 L z W u '= c) 0= w o a, Q,Z C o L L.L � J o Q v u X � O N Lu o CLo a Q c~n a i ROADSIDE SIGN QUANTITIES 1 SIGN NO° Q SIGN(TYPE CODE PANEL SIZE mm POST SIZE & LENGTH INSTALL RELOCATE ROADSIDE SIGN REMOVE PEDESTRIAN BARRICADE 1 REMARKS ROADSIDE SIGN ONE TWO POST POST SIGN ( STRAP & SADDLE BRACKET METHOD) MAST ARM MOUNTED SIGN (N) ROADSIDE SIGN (N) 89 X 89 (mm) 89 X 140 (mm) 140 X 140 (mm) 150 X 200 (mm) M M M M EA EA EA EA EA EA 3-41 R6-1(RT) - 1 R6-1(LT) - 3-42 R61-13(CA) 1 21 9X762 403 1 3-43 G92(CA) - 1 G27-2(15)(CA) - M3-1 - M6-2 - 3-44 G92 (CA) 1 21 9X762 4.2 1 G27-2(15)(CA) 60OX600 M3-1 60OX300 M6-2 525X375 3-45 R5 -10a 750X900 4.4 1 3-46 R 1 -1 /SNS - 1 3-47 G78(CA) - 1 3-48 G77-4(CA) 2440X1670 506 1 3-49 W1-7 1 TYPE N(CA) 3-50 W1-7 1 20OX600 1.9 1 TYPE N(CA) 450X450 3-51 G8-7(CA) - 1 3-52 R61-13(CA) 1 21 9X762 4.3 1 3-53 R3 -7R 750X750 4.0 1 3-54 R9- 3a 4 50X4 50 1 1 3-55 G78(CA) 213OX1220 408 1 3-56 R61-28(CA) 1219X762 4.3 1 3-57 R61-28(CA) 1219X762 4.3 1 3-58 R3 -7R 750X750 4.0 1 3-59 R3 -7R 750X750 400 1 4-1 G78(CA) 1670X1220 408 1 4-2 R9-3® 450X450 1 4-3 R73-3(CA) - 1 4-4 R61-28(CA) 1 21 9X762 4.3 1 4-5 G77A(CA) 1830X2150 6.0 1 4-6 G78(CA) 1670X1220 4.8 1 4-7 R3 -7R 750X750 4.0 1 4-8 R3-2 - 1 4-9 R73-6(CA)(SPECIAL) 91OX1220 1 ON MAST ARM 4-10 R61-28(CA) 1 21 9X762 1 ON MAST ARM 4-11 R3-4 - 1 SHEET TOTAL (N) 12 5 2 2 1 8 1 RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I I I I I i I I I DGN F I LE => 4581 oC003 . dgn ' etric DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riy 15 4 8.6/49.3 1 3 5 1 7 8 4/26/11 REGIS ERED QRpFESS lQ� CIVIL ENGINEER DATE �o 4 SAUL M. KANE April 28, 2011 m PLANS APPROVAL DATE No, 61311' THE STATE OF CAL IFORNIA OR ITS OFFICERS xp.6/30/11 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qTF pF CALIFp��� COPIES OF Th'IS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 Ea GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 LEGEND: (N): NOT A SEPARATE PAY ITEM FOR INFORMATION ONLY CU 08224 EA OE4501 20b - 71 x x V) m a w w rr w F_ w a r 1 a � >- �- C) CO am w �o Qw o JZ w JV w Qw U0 U Z e 0 X 0 cin o Z a o U 0 LL_ o� Q L z LIJ cog w c Q o Q Q Z U)cm 1 040 o Q o c..� U / L- x L O N LTJ oQ Q 0 Q V MATERIAL SUMMARY - ROADSIDE SIGNS SIGN No.CODE[--' SIGN w SIGN AREA (m2) v a LU J CD J LEGEND F- OVERHEAD LAMINATED TYPE A DESCRIPTION {REMARKS) z F_ FRAMED ALUMINUM 0 > w w LL w >- o w U) Of a SHEETING COLOR ? w w w w w U)(N) Of a Lli 200 mm 106 mm 200 mm (m2) EA (m2) (N) EA oc EA (m2) (N) w (m2) (N) EA 1-1 U 1 372X1 21 9 O X G IV 0° IV z F- 1.672 c <t - - oe - - w 0 0' Z e 0 X 0 cin o Z a o U 0 LL_ o� Q L z LIJ cog w c Q o Q Q Z U)cm 1 040 o Q o c..� U / L- x L O N LTJ oQ Q 0 Q V MATERIAL SUMMARY - ROADSIDE SIGNS SIGN No.CODE[--' SIGN PANEL SIZE m m SIGN AREA (m2) v a LU J CD BACKGROUND LEGEND ROADSIDE OVERHEAD LAMINATED TYPE A DESCRIPTION {REMARKS) SINGLE -SHEET UNFRAMED ALUMINUM FRAMED ALUMINUM SHEETING COLOR > w w LL w >- o w U) Of a SHEETING COLOR ? w w w w w U)(N) Of a 106 mm 200 mm 106 mm 200 mm (m2) EA (m2) (N) EA (m2) (N) EA (m2) (N) EA (m2) (N) EA 1-1 G84-2(85)(CA) 1 372X1 21 9 1.672 X G IV W - IV - - 1.672 1 - - - - - - 2-1 W3-3 90OX900 0.810 X Y Ix Blk NON 0.810 1 - - - - - - - - 2-3 R61-28(CA) 1 21 9X762 0.929 X W III Blk NON - - 0.929 1 - - - - - - 2-4 R61-28(CA) 1 21 9X762 0.929 X W III Blk NON - - 0.929 1 - - - - - - 2-5 R61-28(CA) 1219X762 0.929 X W III Blk NON - - 0.929 1 - - - - - - 2-6 R61-28(CA) 1 21 9X762 0.929 X W III Blk NON - - 0.929 1 - - - - - - 3-1 R3 -7R 750X750 0. 563 X W III Blk NON 0. 563 1 - - - - - - - - 3-2 G78(CA) 1980X1220 2°416 X G IV W IV - 1 - - 2.416 1 - - _ - 3-5 G92(CA) 1219X762 0.929 X G IV W IV - - 0.929 1 - - - - - - G27-2(15)(CA) 60OX600 0.360 X G IV W IV 0.360 1 - - - - - - - - M3-3 60OX300 0.180 X G IV W IV 0.180 1 - - - - - - - - M6-2 525X375 0.197 X W IV Blk NON 0.197 1 - - - - - - - - 3-8 R6-1(RT) 90OX300 0.270 X Blk__ NON Blk NON 0.270 1 - - - - - - - - R6-1(LT) 90OX300 0.270 X Blk NON Blk NON 0.270 1 - - - - - - - - 3-9 R5-1 90OX900 0.810 X R IV W IV 0.810 1 - - - - - - - - R5-1 a 90OX600 0.540 X R IV W IV 0.540 1 - - - - - - - - 3-10 R5 -10c 60OX300 0.180 X W III Blk NON 0.180 1 - - - - - - - - 3-1 1 R61-28(MOD) (CA) 1 21 9X762 0.929 X W III Blk NON - - 0.929 1 - - - - - - 3-12 R61-28(MOD)(CA) 1 21 9X762 0.929 X W III Blk NON - - 0.929 1 - - - - - - 3-13 R5-1 90OX900 0.810 X R IV W IV 0.810 1 - - - - - - - - R5 -la 900X600 0.540 X R IV W IV 0.540 1 - - - _ - - - - 3-14 R6-1(RT) 90OX300 0.270 X Blk NON Blk NON 0.270 1 - - - - - - - - R6-1 (LT) 90OX300 0o270 X Blk NON Blk NON 0.270 1 - - - _ - - - - 3-19 R3-1 600X600 0.360 X W IV BIk&R IV 02360 1 - - - - - - - - WALL TOP MOUNTED SIGN 3-20 G92(CA) 1219X762 0.929 X G IV W IV - - 0.929 1 - - - - - - G27-2(15)(CA) 60OX600 0.360 X G IV W IV 0e360 1 - - - - - - - - M3-3 60OX300 0.180 X G IV W IV 0.180 1 - - _ _ _ _ M6-2 525X375 0.197 X W IV Blk NON 0. 197 1 _ _ _ _ _ _ 3-22 R5 -10a 750X900 0.675 X W III Blk NON 0.675 1 - - _ 3-24 R3-1 60OX600 0.360 X W IV B l k&R IV 0.360 1 - - - - - - - - 3-29 R6-1(RT) 90OX300 0.270 X Blk NON Blk NON 0.270 1 R6-1(LT) 90OX300 0°270 X Blk NON Blk NON 0.270 1 - - - - - - - - 3-30 R5-1 90OX900 0.810 X R IV W IV 0.810 1 - - - - - - - - R5-1 a 90OX600 0.540 X R IV W IV 0.540 1 - - - - - - - - SUBTOTAL 10.339 25 9.104 9 2°416 1 RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN F I LE => 4581 ocOO5 . dgn 1 etric DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i v 15 4806/4903 137178 Z q1 ,' 4/26/11 O'eR0FESSI0N REGIS EALD CI IL ENGINEER DAT q� - SAUL M. KANE April 28, 2011 0 m PLANS APPROVAL DATE No. 61311 � THE STATE OF CALIFORNIA OR ITS OFFICERS xP.6/34/11 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CALIF COPIES OF THIS RL AN SHEET> RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 LEGEND: (N): NOT A SEPARATE PAY ITEM FOR INFORMATION ONLY Non= NONREFLECTIVE BIk= BLACK BIu= BLUE G= GREEN W= WH I TE Y= YELLOW opt CONTRACTOR FURNISHED SIGNS CU 08224 EA OE4501 SQ -5 206.717 0 Cl ww 00 J J a_ a_ W W o� x x trl o w w U) w F - w a n" o w Li w U z a Q J _ ::D F_ Q Q cn z 0 o C) m am w �--o aw o Jz w �C U _j (f) w <r w _ Up U MATERIAL SUMMARY - ROADSIDE SIGNS SIGN No. SIGN CODE w SIGN AREAU (m2) o < LU J z J LEGEND F- OVERHEAD LAMINATED TYPE A DESCRIPTION (REMARKS) z F_ FRAMED ALUMINUM 0 > w � w L1i n- � � cr :2 F-- F-- w cn (z Q SHEETING COLOR > 1- w � w Li � F --(m2) :� F-- w cn Of Q w x--- 1.6 mm 2.0 mm (N) (A n (EA) w (EA) (m2) (N) w (m2) (N) (EA) 3-32 U 1219X762 o X G IV rlr IV z F- 0.929 1 < - - n - W G27-20 5)(CA) ilef 0.360 o cr MATERIAL SUMMARY - ROADSIDE SIGNS SIGN No. SIGN CODE PANEL SIZE mm SIGN AREAU (m2) o < LU J z BACKGROUND LEGEND ROADSIDE OVERHEAD LAMINATED TYPE A DESCRIPTION (REMARKS) SINGLE -SHEET UNFRAMED ALUMINUM FRAMED ALUMINUM SHEETING COLOR > w � w L1i n- � � cr :2 F-- F-- w cn (z Q SHEETING COLOR > 1- w � w Li � F --(m2) :� F-- w cn Of Q 1.6 mm 2.0 mm 1.6 mm 2.0 mm (N) (EA) (m2) (N) (EA) (m2) (N) (EA) (m2) (N) (EA) (m2) (N) (EA) 3-32 G92(CA) 1219X762 0.929 X G IV W IV - - 0.929 1 - - - - - - G27-20 5)(CA) 60OX600 0.360 X G IV W IV 0.360 1 - - - - - - - - M3-1 60OX300 0.180 X W IV BIk NON 0.180 1 - - - - - - - - M6-2 525X375 0. 197 X W IV BIk NON 0.197 1 - - - - - - - - 3-33 W4-2(RT) 750X750 0.563 X Y III BIk NON 0.563 1 - - - - - - - - 3-34 W9-1(RT) 750X750 0.563 X Y III BIk NON 0.563 1 - - - - - - - - 3-35 R5-1 90OX900 0.810 X R IV W IV 0.810 1 - - - - - - - - R5-1 a 90OX600 0.540 X R IV W IV 0.540 1 - - - - - - - 3-36 R6-1(RT) 90OX300 0.270 X BIk NON BIk NON 0.270 1 - - - - - - - R6-1(LT) 90OX300 0.270 X BIk NON BIk NON 0.270 1 - - - - - - - 3-37 R5 -10c 604X300 0.180 X W III BIk NON 0.180 1 - - 3-42 R61-13(CA) 1 21 9X762 0.929 X W III Blk NON - - 0.929 1 - - - - - - 3-44 G92(CA) 1219X762 0.929 X G IV W IV - - 0.929 1 - - - - - - G27-20 5)(CA) 60OX600 0.360 X G IV W IV 0.360 1 - - - - - - - - M3-1 60OX300 0.180 X W IV BIk NON 0.180 1 - - - - - - - - M6=2 525X375 0.197 X W IV BIk NON 0.197 1 - - - - - - - - 3-45 R5-1 Oci 750X900 0.675 X W III BIk NON 0.675 1 - - - - - - - - 3-48 G78(CA) 2440X1670 4.075 X G IV W IV - - - - - - 4.075 1 - - 3-50 W1-7 1 20OX600 0.720 X Y III BIk NON 0.720 1 - - - - - - - - TYPE N (CA) 450X450 0.203 X Y III BIk NON 0.203 1 - - - _- 3-52 R61-13(CA) 1 21 9X762 0.929 X W III BIk NON - - 0.929 1 - -- 3-53 R3 -7R 750X750 0.563 X W III BIk NON 0.563 1 - - - - - - - 3-54 R9 -3a 450X450 0.203 X W III BIk&R NON 0.203 1 - - - - - - - - 3-55 G78(CA) 213OX1220 2.599 X G IV W IV - - - - - - 2.599 1 - - 3-56 R61-28(CA) 1 21 9X762 0.929 X W III BIk NON - - 0®929 1 - - _ _ 3-57 R61-28(CA) 1 21 9X762 0.929 X W III B l k NON - - 0.929 1- 3-58 R3 -7R 750X750 0.563 X W III BIk NON 0.563 1 - - - - - - - - 3-59 R3 -7R 750X750 0.563 X W III BIk NON 0. 563 1 - - - - - - - - 4-1 G78(CA) 1670X1220 2.037 X G IV W IV - - - - 2.037 1 - - - - 4-2 R9 -3(i 450X450 0.203 X W III BIk/R IV 0.203 1 - - - - - - - 4-4 R61=28(CA) 1 21 9X762 0.929 X W III BIk NON - - 0.929 1 - - - - - - 4-5 G77A(CA) 1830X2150 3.935 X G IV W IV 3.935 1 - - - - - - - - 4-6 G78(CA) 1670X1220 2.037 X G IV W IV - - - - 2.037 1 - - - - 4-7 R3 -7R 750X750 0. 563 X W III BIk NON 0.563 1 = - - 4=9 R73-6(CA)SPECIAL 91 OX1 220 1 e 1 1 0 X W III BIk NON 1 .1 1 0 1 - - - - - - - - SUBTOTAL 13.151 24 6.503 7 4.074 2 6.674 2 RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I I I DGN F I LE => 4581 oc006 o dgn 1 LEGEND: DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noe SHEETS 8 Riy 15 4806/4903 138178 4/26/1 1 QRpFESS10N REGIS EKED C� ENGINEER DATE �0 4<' SAUL M. KANE Z April 28, 2011 0 m PLANS APPROVAL DATE No. 61311 � Xp, 6./3:.. � THE STATE OF CALIFORNIA OR ITS OFFICERS 0./11 OR AGENTS 51 -IAL L NOT BE RESPONSIBL E FOR C I V I L THE ACCURACY OR C0YPLETENES5 OF SCANNED qTF OF r I IFp��l COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 (N) NOT A SEPARATE PAY ITEM FOR INFORMATION ONLY Non= NONREFLECTIVE BIk= BLACK BIu= BLUE G= GREEN W= WHITE bmwoolwk Y= YELLOW : F414111.11 CONTRACTOR FURNISHED SIGNS CU 08224 SQ -6 EA OE4501 0 N 1 Q0 tV d`- x w' �>_ V) WJ 1 --- . w Ld ry � w F_ w < o' o C) [n m Ld F-0 aw o _jz w U F-, U J( ) w Qw Up U SIGN CODE w SIGN AREA (m2) a w a w CD J LEGEND w OVERHEAD LAMINATED TYPE A DESCRIPTION (REMARKS) LL. w FRAMED ALUMINUM o z SHEETING COLOR > w -i w w cr a a x--- 1.6 mm CJ (m2) (N) z (m2) (N) x Q w (m2) (N) w (m2) (N) (EA) F_ Q 1 21 9X762 Q L W z B I k NON 0 F- F- 0.929 3 < C) [n m Ld F-0 aw o _jz w U F-, U J( ) w Qw Up U MATERIAL SUMMARY - ROADSIDE SIGNS SIGN No. o SIGN CODE w SIGN AREA (m2) a w a w CD J LEGEND H OVERHEAD LAMINATED TYPE A DESCRIPTION (REMARKS) SINGLE -SHEET F_ FRAMED ALUMINUM 0 cif SHEETING COLOR > w -i w w cr a 1.6 mm x--- 1.6 mm CJ (m2) (N) (A (m2) (N) EA (EA) w (EA) (m2) (N) w (m2) (N) (EA) > U 1 21 9X762 0 *--1 W III B I k NON z F- F- 0.929 1 < - - CL - - w o of MATERIAL SUMMARY - ROADSIDE SIGNS SIGN No. o SIGN CODE PANEL SmLmE SIGN AREA (m2) a w a w CD BACKGROUND LEGEND ROADSIDE OVERHEAD LAMINATED TYPE A DESCRIPTION (REMARKS) SINGLE -SHEET UNFRAMED ALUMINUM FRAMED ALUMINUM SHEETING COLOR > w � �,� W >- o ~ w cr a SHEETING COLOR > w -i w w cr a 1.6 mm 2.0 mm 1.6 mm 2.0 mm (m2) (N) EA (EA) (m2) (N) EA (EA) (m2) (N) (EA) (m2) (N) (EA) (m2) (N) (EA) 4-10 R61-28(CA) 1 21 9X762 0.929 X W III B I k NON - - 0.929 1 - - - - - - 5-1 G78(CA) 1670X1220 2.037 X G IV W IV - - - - 2.037 1 - - - - 5-2 G78(CA) 1670X1220 2.037 X G IV W IV - - - - 2°037 1 - - - - 5-3 R4-1 60OX750 0.450 X W III Blk NON 0.450 1 - - - - 6-1 R89(CA) 61OX152 0.093 X W III Blk NON 0.093 1- 6-2 R89(CA) 61OX152 0.093 X W III Blk NON 0.093 1 - - - - - - - - 6-3 G84-2(85)(CA) 1372X1219 1.672 X G IV W IV - - 1.672 1 - - - - - - 6-6 R61-28(MOD)(CA) 1 21 9X762 0.929 X W III Blk NON - - 0.929 1 - - - - - 6-7 R61-28(MOD)(CA) 1 21 9X762 0.929 X W III B l k NON - - 0.929 1 - - - - - - 6-8 R61-28(MOD)(CA) 1 21 9X762 0.929 X W III B I k NON - - 0.929 1 - _ - - - - 6-9 R61-28(MOD)(CA) 1 21 9X762 0.929 X W III Blk NON - = 0.929 1 - - - - - - 6-10 W3-3 90OX900 0.810 X Y Ix Blk NON 0.810 1 - - - - - - - 6-11 W3-3 90OX900 0.810 X Y Ix B I k NON 0.810 1 - - - _ - - - - G24-3(CA) 4°88X2°54 12.395 X G IV W IV - - - - - - - - 12.395 1 PANEL SIZE IN METERS W61 G 4877X508 2.478 X Y IV Blk NON - - - - - - - - 2.478 PANEL SIZE IN METERS G27-2(CA) 60OX600 0.360 X G IV W IV - - - - - - - - 0.360 SUBTOTAL (m2) 2.256 5 6.317 6 4.074 2 0 0 15.233 1 SHEET SQ -5 TOTAL (m2) 10.339 25 9°104 9 2.416 1 0 0 0 0 SHEET SQ -6 TOTAL (m2) 13.151 24 6®503 7 4.074 2 6°674 2 0 0 TOTAL 1 25.746 54 21.924 22 10.564 5 6°674 2 15.233 1 t r®C LEGEND® DIST COUNTY I ROUTE KILOMETER POST ISHEETI TOTAL TOTAL PROJECT Noe SHEETS 81 Riv 1 15 1 48.6/49.311391178 �'� 4126/11 OFESS REGIS EKED CI IL ENGINEER DATE o QIoNaI/ 4 SAUL M. KANE April 28, 2011 m PLANS APPROVAL DATE No. 61 31 1 � � THE STATE OF CALIFORNIA OR ITS OFFICERS xp.6/30/11 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL P THE ACCURACY OR CO1V1,0LETENC55 OF SCANNED OF CAL IV COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 Ea GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 (N): NOT A SEPARATE PAY ITEM FOR INFORMATION ONLY None= NONREFLECTIVE mismilalm BIu= BLUE G= GREEN W= WHITE R= RED Y= YELLOW ca"Ifmcl me ® w CONTRACTOR FURNISHED SIGNS SQ -7 RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i I USERNAME => 4HOFoT CU 08224 EA OE4501 DGN FILE=>581c 007.dgn 206-711 0 CV x i 10 V) w w w Lu a Ir o om m Lu �o Qw o JZ Ld JV) w Q LTJ = Un U F- w SIGN Str n REMARKS Lu FURNISH INSTALL LL_ w (KG) (N) 0 z _ a x--- Y z x Q J ''ITT" 5+80 F Q Q z O D n om m Lu �o Qw o JZ Ld JV) w Q LTJ = Un U R z 0 a c 0- X o' to � Z 03 Q o U O LL_ O t.C) W m c H c W OVERHEAD BRIDGE MOUNTED SIGN QUANTITIES SHEET NO. SIGN NO. w SIGN Str REMOVE SIGN Str REMARKS F- FURNISH INSTALL X r (KG) (N) c EA Ljj x--- (A w ''ITT" 5+80 CU Q z ca n "ITT" 6+40 6-4 - - W - TO REMAIN w Nel o n - R z 0 a c 0- X o' to � Z 03 Q o U O LL_ O t.C) W m c H c W OVERHEAD BRIDGE MOUNTED SIGN QUANTITIES SHEET NO. SIGN NO. LOCATION SIGN Str REMOVE SIGN Str REMARKS STATION FURNISH INSTALL (KG) (N) (EA) (KG) (N) (EA) EA S-3 ''ITT" 5+80 S-3 "ITT" 6+40 - - - - - TO REMAIN S-3 "ITT" 5+80 1497 1 1497 1 - TOTAL 1497 1 1497 1 1 1 e t ric LEGEND: DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riy 15 4806/4903 140178 4/26/11 REGISTERED CI IL ENGINEER DATE o QFEs5l0N�` April 28, 2011 PLANS APPROVAL DATE THE STAT£ OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF T1115 PLAN SHEET SAUL M. KANE y LO No. 61311 xp. 6/30/11 s� CIVIL P qTF OF CAL IV RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 (N)® NOT A SEPARATE PAY ITEM FOR INFORMATION ONLY IAT C.C.A. WE i 0 SIGN QUANTITIES SQ -8 RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I I I DGN FILE => 4581oc008odgn CU 08224 EA OE4501 0 N 00 W W 00 J J 0- 0- W W Q o� N. 7I. W (V O x IN, >_ >_ o co co w I- r-,) 0 aw Jz Ld �U U U J cn w aw UCD U GENERAL NOTES (THIS SHEET ONLY) 10 FOR CONSTRUCTION NOTES AND SCHEDULES SEE SHEET E-2 2® PULL BOXES SHALL BE INSTALLED PER STANDARD PLAN AND SHALL NOT BE INSTALLED IN OR WITHIN A CURB RAMP ACCESS. w w 06 01 X06 02 0 2 P - -� PHASE DIAGRAM -STEADY DEMAND O 0 x--- CL V) 00 w w Q U_ O LL tz zf— O c� a w w O V) �— w p ® n, GENERAL NOTES (THIS SHEET ONLY) 10 FOR CONSTRUCTION NOTES AND SCHEDULES SEE SHEET E-2 2® PULL BOXES SHALL BE INSTALLED PER STANDARD PLAN AND SHALL NOT BE INSTALLED IN OR WITHIN A CURB RAMP ACCESS. 53C,2#10(LTG), 1 #8(GND) 53C92#6(SIGNAL) 9 1 #8(GND) CTID No. 08-56-01 5-0-030.403S CTID No. 08-56-015-0-030.405L i 53C 9 3 DL 53C94 E 530,4 DLC L5 0 SP #V5529456 (SCE) �/ INSTALL CONDUIT PER SCE PLANS #P5627433 PAD (SCE) INSTALL PAD PER SCE PLANS w �4 06 01 X06 02 0 2 P - -� PHASE DIAGRAM -STEADY DEMAND 53C,2#10(LTG), 1 #8(GND) 53C92#6(SIGNAL) 9 1 #8(GND) CTID No. 08-56-01 5-0-030.403S CTID No. 08-56-015-0-030.405L i 53C 9 3 DL 53C94 E 530,4 DLC L5 0 SP #V5529456 (SCE) �/ INSTALL CONDUIT PER SCE PLANS #P5627433 PAD (SCE) INSTALL PAD PER SCE PLANS i OG j/0/46 s m• [4] (2 EA) w Z _ J E 53C,7 DLC 2 H " 5CODUI r DA A 01 R73-3(CA) 01 8106 A - 01 R9 -3a 4 C2 EA) 53C,1 SIC CALTRANS R/W CB � v R9 -3a (2 EA)C "ITT" LINE 0 02 A R3-18 3 a ��A 02 2� BR9 -3a 2 EA) Caltrans DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No, SHEETS 8 Rly 15 4 8.6/49.3.141.178 4/26/11 REGISTERED CI IL ENGINEER DATE Q eROFEssIo,y9` SAUL Mo KANE z April 28, 2011 6131 1 m PLANS APPROVAL DATE � No. _- xp.6/30/11 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR 61 CIVIL P THE ACCURACY SR COMPLETENESS OF SCANNED �TF of cap iFo��� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 53C,6 DLC 53C,4 DLC THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS USERNAME=>peruz DGN FILE=>0800000086ua001odgn 501 306 1 I1 U 3.6 4.6 9.1 -53C,3 DLC 9A IN -WALL 3500 TO Q0 IMIT LINE INDIAN TRUCK TRAIL 53C,1 SIC 1 I9U 3.6 306 306 501 53C92 DLC 2 DLC 9A IN -WALL 6J2L 6J2U 170.0 TO LIMIT LINE A 04 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN SIGNAL AND LIGHTING (LOCATION 1) SCALE: 1.:200 CU 08224 E-1 EA OE4501 Zai -FPS TZ I z z =)00 Ln rn n n 00 ww 00 ww o� w O z O CL 00 —I Q LL O w z O zD �— _ p m O J O cn i OG j/0/46 s m• [4] (2 EA) w Z _ J E 53C,7 DLC 2 H " 5CODUI r DA A 01 R73-3(CA) 01 8106 A - 01 R9 -3a 4 C2 EA) 53C,1 SIC CALTRANS R/W CB � v R9 -3a (2 EA)C "ITT" LINE 0 02 A R3-18 3 a ��A 02 2� BR9 -3a 2 EA) Caltrans DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No, SHEETS 8 Rly 15 4 8.6/49.3.141.178 4/26/11 REGISTERED CI IL ENGINEER DATE Q eROFEssIo,y9` SAUL Mo KANE z April 28, 2011 6131 1 m PLANS APPROVAL DATE � No. _- xp.6/30/11 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR 61 CIVIL P THE ACCURACY SR COMPLETENESS OF SCANNED �TF of cap iFo��� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 53C,6 DLC 53C,4 DLC THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS USERNAME=>peruz DGN FILE=>0800000086ua001odgn 501 306 1 I1 U 3.6 4.6 9.1 -53C,3 DLC 9A IN -WALL 3500 TO Q0 IMIT LINE INDIAN TRUCK TRAIL 53C,1 SIC 1 I9U 3.6 306 306 501 53C92 DLC 2 DLC 9A IN -WALL 6J2L 6J2U 170.0 TO LIMIT LINE A 04 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN SIGNAL AND LIGHTING (LOCATION 1) SCALE: 1.:200 CU 08224 E-1 EA OE4501 Zai -FPS TZ I z z =)00 Ln rn n n 00 ww 00 ww o� x cl POLE AND EQUIPMENT SCHEDULE NO. STANDARD" PROJECT NOTES (INDIAN 1 FURNISH AND INSTALL 2070 TRUCK TRAIL CONTROLLER ASSEMBLY AT ROUTE 15 SB RAMPS) AND TYPE 332 CABINET WITH EXTERNAL BATTERY BACK UP SYSTEM. >- 0 W H SMA a Most Arm Q W LLw ARROW OA W 0w ❑2 INSTALL 120V/240V TYPE III -CF SERVICE EQUIPMENT ENCLOSURE WITH TYPE V PHOTO ELECTRIC CONTROL AND THE FOLLOWING CIRCUIT BREAKERS: 0' a F4] FURNISH AND INSTALL SIGNS ON SIGNAL POLE AS INDICATED. w Z 1A POLE D- 12 CSC (04) w a METER A CTID#08-56-015-0-030o403S METER B CTID#08-56-015-0-030o405L o o FURNISH AND DELIVER TO THE STATE INSPECTOR 2 SETS OF CDMA WIRELESS EXTERNAL MODEMS WITH ANTENNA, a 240V9 10OA9 2P, MAIN CB 240V9 10OA9 2P, MAIN CB CABLE, ADAPTOR AND C-2 CONNECTOR TO 2070 CONTROLLER TWO WEEKS PRIOR TO SIGNAL TURN ON. z z 1 20V9 30A9 1 P, SIGNAL CB 120V9 30A9 1P, LIGHTING CB c� o 0 D 120V5 15A5 1P, LIGHTING CONTROL CB POLE AND EQUIPMENT SCHEDULE NO. STANDARD" ❑3 INSTALL MAST ARM MOUNTED SIGN PANEL HPS LUMINAIRE NON -ILLUMINATED STREET NAME SIGN w Type SMA a Most Arm Pole MTG LLw ARROW OA 0 x--- 0' a F4] FURNISH AND INSTALL SIGNS ON SIGNAL POLE AS INDICATED. w Z 1A POLE D- 12 CSC (04) 1 w z _ o [5] FURNISH AND DELIVER TO THE STATE INSPECTOR 2 SETS OF CDMA WIRELESS EXTERNAL MODEMS WITH ANTENNA, a Cf) 2 -MAS® SERIAL CABLE, ADAPTOR AND C-2 CONNECTOR TO 2070 CONTROLLER TWO WEEKS PRIOR TO SIGNAL TURN ON. z z SB I-1 5 o oD c� o 0 D MAT F6] [7] INSTALL INSTALL 53C, 6 PAIR #20 SIC AND 1#8 GROUND 53C, 6 PAIR #20 SIC AND 1#8 GROUND TO CONTROLLER CABINET AT TO CONTROLLER CABINET AT I-15 NB RAMPS. (APPROX. 200 m CL TO CL)o DE PALMA ROAD/ CAMPBELL RANCH ROAD. (APPROX. 200 m CL TO CL). pC° m 1_0 w lz � a. Qw J CD o w ❑g INSTALL EMERGENCY VEHICLE OPTICAL DETECTOR ON VEHICLE HEAD PER Std PLAN ES -4E. INSTALL PHASE SELECTOR IN CONTROLLER CABINET° T 406 MAMAS SV -1 -T UCD � J Cn a w= W - F91 INSTALL 53C WITH PULL ROPE TO VAULT PER SCE PLANS. CONDUCTORS TO BE INSTALLED BY SCE (SOUTHERN CALIFORNIA EDISION)a Up U 1 Q Z POLE AND EQUIPMENT SCHEDULE NO. STANDARD" VEH SIG MTG w C),. HPS LUMINAIRE NON -ILLUMINATED STREET NAME SIGN SPECIAL REQUIREMENTS -- Type SMA a Most Arm Pole MTG 1 ARROW OA 0 x--- ~' 1 w X 0) cn 2 w Z 1A POLE D- 12 CSC (04) 1 w o I_ U C� O 13.7 �--� 2 -MAS® co Q -- O z SB I-1 5 o oD c� o Q MAT o W n o V) Indian Truck Tr o� 8 w lz � a. a w 26A-4-161 T 406 POLE AND EQUIPMENT SCHEDULE NO. STANDARD" VEH SIG MTG PED SIGNAL C),. HPS LUMINAIRE NON -ILLUMINATED STREET NAME SIGN SPECIAL REQUIREMENTS -- Type SMA a Most Arm Pole MTG 1 ARROW OA 1A 1 TV -1 -T 1 POLE C- 12 CSC(02,04,02P) X 0) cn 2 7� Z 1A POLE D- 12 CSC (04) 1 o' o I_ D C� 26A-4-161 13.7 LL ', 2 -MAS® co Q -- O 310 W SB I-1 5 o oD 17-3-161 o z MAT o W --2- o 200 W Indian Truck Tr o� 8 1A TV -2-T a. w 26A-4-161 T 406 MAMAS SV -1 -T 310 W SB 1-15 1 G 1A m a 1 - - 1 Q Z 1 O PPB POST O O - L_ - 2 LUMINAIRE 2 - - - 2 (D PPB POS T #8 GND Q 1 1 U 1 1 / � , O 1 x 2 DLC 01 DETECTOR o W 2 H 2 o Q' 7 7 cn a a Q 04 DETECTOR 6 6 POLE AND EQUIPMENT SCHEDULE NO. STANDARD" VEH SIG MTG PED SIGNAL PPB _ HPS LUMINAIRE NON -ILLUMINATED STREET NAME SIGN SPECIAL REQUIREMENTS -- Type SMA LMA Most Arm Pole MTG 1 ARROW OA 1A 1 TV -1 -T 1 POLE C- 12 CSC(02,04,02P) 2 2 2 OB 1A POLE D- 12 CSC (04) 1 TV -1 -T 1 POLE E- 12 CSC (01 902,02P) C� 26A-4-161 13.7 406 2 -MAS® SV -2 -TB SP -1 -T -- 0— 310 W SB I-1 5 POLE G- 12 CSC(04) oD 17-3-161 6 01 4.6 MAT SV -1 -T TOTAL (12 CSC) --2- E 200 W Indian Truck Tr 3 8 1A TV -2-T SP -1 -T O 26A-4-161 13.7 406 MAMAS SV -1 -T 310 W SB 1-15 1 G 1A 1 - - 1 1 1 O PPB POST 2 2 2 - 2 LUMINAIRE 2 - - - 2 (D PPB POS T #8 GND 1 1 1 1 1 1 M-138 CABLE (OPTICOM) • "F 307 A "F 504 ** 2004 Std. PLANS THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY 1 CONDUCTOR AND CONDUIT SCHEDULE DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Rly 15 4806/4903 14 2 1 78 4/26/11 PROFESSION REGISTERED CIVIL ENGINEER DATE 4 April 28, 2011 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 SAUL Mo KANE Z LLJ No, 6131 1 m Xp.6/30/11 s� CIVIL P OF CAL IF�R�� RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 AWG OR CABLE CIRCUIT 1� 2 3 4 5 6 #14 POLE A- 12 CSC (04) 1 1 1 POLE B- 12 CSC(06) 1 1 1 POLE C- 12 CSC(02,04,02P) 2 2 2 2 POLE D- 12 CSC (04) 1 1 1 POLE E- 12 CSC (01 902,02P) 1 1 POLE F- 12 CSC(01906) 1 POLE G- 12 CSC(04) 1 1 TOTAL (12 CSC) 2 3 4 2 3 8 POLE C- 3 CSC(02PPB) 1 1 1 1 POLE D- 3 CSC(02PPB) 1 1 1 TOTAL (3 CSC) 1 2 2 2 #10 LUMINAIRE 2 2 2 #8 GND 1 1 1 1 1 1 M-138 CABLE (OPTICOM) 1 1 2 DLC 01 DETECTOR 2 2 2 02 DETECTOR 7 7 04 DETECTOR 6 6 06 DETECTOR 4 1 4 4 TOTAL DLC 7 j 6 12 19 CONDUIT SIZE(mm) 78 78 103 103 103 2-103 RELATIVE BORDER SCALE 0 20 40 60 80 WN ERNAME => peruz IS IN MILLIMETERS I I I I i I-_ _ I I FILE => 0800000086ua002 o dgn AS BUILT 'CONTRACT No. 08-OE4504 DATE 0 R.E. NAME ,; MAXWELLI SIGNAL AND LIGHTING (LOCATION 1) NO SCALE CU 082-24 E- 2 EA OE4501 7,a4 -,S67.- z co Ln Ln Ln M n n 0 0 W W 00 J J ww ft w CV a Q. GENERAL NOTES (THIS SHEET ONLY): 9 U) C0 C) w Ld rr, U) w w a rr o DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 4806/4'903143 178 etric v 4 1- l � 4/26/11 QROFESs10 RE�ERED CI�IIL ENGINEER DATE �o Nq<' 4, SAUL M. I KANE April 28, 2011 061311 m - i No. PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR I TS OFFICERS xP.6/30/11 R9- 3 Q OR AGENTS SHALL NOT RE RESPONSIRL E FOR C I V I L (2 EA) THE ACCURACY OR C01VPL ETENESS OF SCANNED 9TF OF CAE IFo��tiP COPIES OF THIS PLAN SHEET CALTRANS RBF CONSULTING COUNTY OF RIVERSIDE 2 3300 E. GUASTI RD,STE 100 4080 LEMON STREET �-� R/W ONTARIO, CA 91761 RIVERSIDE, CA 92501 w '"1 �N TRCJc a 5° QS8 8v = z \ 1 05 o z TRA M — — 6 ,, 4.8 Q _ _= z 70. 306 08 R9 -3a �I ° TO 3 R3-18 4 3°6 i- Q MIT (2 EA) a 2I�U SINE3.6� — z Z I — _3 a 06`` 3.6 9.1 / I A NN >_ 0 op m w I- c) aL-d o wz w �CD Nel U - U J (n W QW U� U C\i4 (2 EA) ° 53C92 DLC `-= N �- 02 (0- 5 3 C ,1 "I•C x--- I 2 CTID No. 08-56-015-0-030°4045 02 CTID No. 08-56-015=0-03 406L 53C,3 DLC o 02P Z 53C94 DLC s.. V) 53097 DLC B 2 c A -�—"- 5 0 a c� X 0-) V) Z M Q O O c) LL 0c) C> O O O o W o 00 o L a T Lv m Q Q Z O O J a U U Z L.L. X Uo N � W EL o o Q � cn a o 53C,4 DLC 53C,3 DLC 53C,3 DLC THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i _I i I i I i ME O 06 05 02 02 PHASE DIAGRAM -STEADY DEMAND 53C,4 DLC 53C,3 DLC 53C,3 DLC THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i _I i I i I i ME O w o � o 0 � 0 J L9 z 0- O a m 00-1 LL - LL_ 00 z USERNAME=>peruz DGN FILE=>0800000086ua003.dgn 53C,2#10(LTG), 1 #8(GND) 53C92#6(SIGNAL) 9 1 #8 (GND ) CALTRANS R/W ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN SIGNAL AND LIGHTING (LOCATION: 2) SCALE: 1:200 E-3 CU 08224 EA OE4501 2(* -863 z �co �Ln Ln M n n w o � L 0 J USERNAME=>peruz DGN FILE=>0800000086ua003.dgn 53C,2#10(LTG), 1 #8(GND) 53C92#6(SIGNAL) 9 1 #8 (GND ) CALTRANS R/W ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN SIGNAL AND LIGHTING (LOCATION: 2) SCALE: 1:200 E-3 CU 08224 EA OE4501 2(* -863 z �co �Ln Ln M n n x >- cn m W Ld cl� U) H w > I— w a Cr o PROJECT NOTES (INDIAN TRUCK TRAIL AT ROUTE 15 NB RAMPS): F1 FURNISH AND INSTALL MODEL 2070 CONTROLLER, AND MODEL 2070 MASTER CONTROLLER WITH TRFM MASTER PROGRAM IN A TYPE 332 CABINET° FURNISH AND INSTALL EXTERNAL BATTERY BACK UP SYSTEM ON SIGNAL CABINET. [2] INSTALL 120V/240V TYPE III -CF SERVICE EQUIPMENT ENCLOSURE WITH TYPE V PHOTO ELECTRIC ENCLOSURE AND THE FOLLOWING CIRCUIT BREAKERS® METER A CTID#08-56-015-0-030o404S 240V9 100A, 2P, MAIN CB 1 20V9 50A9 1 P, SIGNAL CB METER B CTID#08-56-015-0-030o406L 240V9 100A, 2P, MAIN CB 1 20V9 30A9 1 P, LIGHTING CB 1 20V9 1 5A9 1 P, LIGHTING CB 0 occ. C X cn o o 0 L 03 o o O Z o W o co o Cr L a _u CL- C 1 0 Q Q Z o C) L_ D Q Q �..� U 1 U� x L O N W o oa Q Q o / Z r POLE AND EQUIPMENT SCHEDULE NO. ~ Uj �3 INSTALL MAST ARM MOUNTED SIGN PANEL NON -ILLUMINATED STREET NAME SIGN SPECIAL REQUIREMENTS Type SMA LMA Most Arm Pole 0 x ARROW '-'USI PPB PeST x - - - U_ 0 w za F4] FURNISH AND INSTALL SIGNS ON SIGNAL POLE AS INDICATED. w POLE C- 12 CSC(06,08) 1 w A U TV -1 -T o 1 1 Cr z l-- 0 o C) a x z' a J F5] FURNISH AND DELIVER TO THE STATE INSPECTOR 2 SETS OF CDMA WIRELESS EXTERNAL MODEMS WITH ANTENNA, 1 07 z MAS SV -1 -T POLE G- 12 CSC(08) 310 W Indian Truck Tr < Q' a in TOTAL (1 2 CSC) SERIAL CABLE ADAPTOR AND C-2 CONNECTOR TO 9 2070 CONTROLLER TWO WEEKS PRIOR TO SIGNAL TURN ON. 2 Z'. OF 29A-5-161 16.8 406 MAMAS SV -1 -T O D F6] INSTALL 53C, 6 PAIR #20 SIC AND 1#8 GROUND TO CONTROLLER CABINET AT I-15 SB RAMPS. (APPROX. 200 m CL TO CL). F INSTALL 53C, 6 PAIR #20 SIC AND 1#8 GROUND TO CONTROLLER CABINET AT TEMESCAL CANYON ROAD. (APPROX. 90 m CL TO CL)o "N' >_ o CO O PPP POST LU m POLE G-3 CSC(02PPB) 2 �o 1 1 TOTAL (3 CSC) 1 Qw o Ld [8] INSTALL EMERGENCY VEHICLE OPTICAL DETECTOR ON VEHICLE HEAD PER Std PLAN ES -4E. INSTALL PHASE SELECTOR IN CONTROLLER CABINET. #8 GND 1 1 1 1 1 J Cn W M-138 CABLE (OPTICOM) 1 1 LU v DLC INSTALL 53C WITH PULL ROPE TO VAULT (SP #V5529455) PER SCE PLANS® 02 DETECTOR CONDUCTORS TO BE INSTALLED BY SCE (SOUTHERN CALIFORNIA EDISION)o 4 4 4 4 0 occ. C X cn o o 0 L 03 o o O Z o W o co o Cr L a _u CL- C 1 0 Q Q Z o C) L_ D Q Q �..� U 1 U� x L O N W o oa Q Q o / Z r POLE AND EQUIPMENT SCHEDULE NO. STANDARD** Uj PED SIGNAL PPB HPS LUMINAIRE NON -ILLUMINATED STREET NAME SIGN SPECIAL REQUIREMENTS Type SMA LMA Most Arm Pole 0 x ARROW '-'USI PPB PeST x - - - V n —� w POLE C- 12 CSC(06,08) 1 w A U TV -1 -T o 1 1 Cr z l-- 0 o C) a SV -2 -TB 1 a_ V) NB I-15 w x 1 07 o MAS 0 occ. C X cn o o 0 L 03 o o O Z o W o co o Cr L a _u CL- C 1 0 Q Q Z o C) L_ D Q Q �..� U 1 U� x L O N W o oa Q Q o / Z r POLE AND EQUIPMENT SCHEDULE NO. STANDARD** VEH SIG MTG PED SIGNAL PPB HPS LUMINAIRE NON -ILLUMINATED STREET NAME SIGN SPECIAL REQUIREMENTS Type SMA LMA Most Arm Pole MTG ARROW PPB PeST POLE B- 12 CSC(02,02P) 1 1 —� 1 POLE C- 12 CSC(06,08) 1 B1 A TV -1 -T SP -1 -T 1 1 C O 19A-4-161 0 o 406 MAS SV -2 -TB 310 W NB I-15 O 24A-4-161 1 07 406 MAS SV -1 -T POLE G- 12 CSC(08) 310 W Indian Truck Tr 0 1A TOTAL (1 2 CSC) 1 2 TV -2-T 1 1 2 1 6 OF 29A-5-161 16.8 406 MAMAS SV -1 -T SP -1 -T 310 W NB I-1 5 1 1 1A TV -1 -T 2A —s O PPP POST POLE G-3 CSC(02PPB) 2 1 1 TOTAL (3 CSC) 1 2 2 #10 LUMINAIRE 2 2 2 #8 GND 1 1 1 1 1 1 1 M-138 CABLE (OPTICOM) 1 1 2 DLC 02 DETECTOR • "F"= 706 • MOUNT AT 1 oOm FROM FINISHED SURFACE OF PEDESTRIAN RAMP. ** 2004 Std. PLANS THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I I I CONTRACT No. 08-0 — DATE R.E. NAK WARD MAXWE DIST COUNTY ROUTE KILOMETER 'POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i 15 4806/4903 144 178 4/26/11 RpFESSIO REGIS EKED CI IL ENGINEER DATE Q Nq April 26, 2011 PLANS APPROVAL DATE THE STA TE OF CAL 7F011?NiA OR I TS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. �° SAUL Mo KANECD z CL�No, 61311 m xp.6/30/11 sT CIVIL P ATF OF CAL IVOO RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD, STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 CONDUCTOR AND CONDUIT SCHEDULE AWG OR CABLE CIRCUIT 1� 2 3 4 5 6 7 #14 POLE B- 12 CSC(02,02P) 1 1 1 1 POLE C- 12 CSC(06,08) 1 1 1 1 POLE D- 12 CSC(08) 1 1 1 POLE E- 12 CSC(05506) 1 1 POLE F- 12 CSC(02,05,02P) 1 POLE G- 12 CSC(08) 1 1 TOTAL (1 2 CSC) 1 2 3 1 1 2 1 6 POLE A-3 CSC(02PPB) 1 1 1 POLE G-3 CSC(02PPB) 1 1 TOTAL (3 CSC) 1 2 2 #10 LUMINAIRE 2 2 2 #8 GND 1 1 1 1 1 1 1 M-138 CABLE (OPTICOM) 1 1 2 DLC 02 DETECTOR 4 4 4 4 05 DETECTOR 3 3 3 3 06 DETECTOR 2 2 08 DETECTOR 6 6 6 TOTAL DLC 2 7 13 13 15 CONDUIT SIZE(mm) 78 78 103 78 103 103 2-103 USERNAME=>peruz DGN FILE=>0800000086ua004odgn SIGNAL SIGNAL AND LIGHTING (LOCATION 2) NO SCALE CU 08224 E-4 EA OE4501 4Oo— $0`I z Dco --D Ln Ln M n n C� o W W 00 J J W 0 - W W a o� V ft x >_ U) m 1--1 w w w w a o r,FNFRAI NOTFS SHFFT ONLY) 1 o FOR CONSTRUCTION NOTES, DETAIL AND SCHEDULES SEE SHEET E-60 20 PULL BOXES SHALL BE INSTALLED PER STANDARD PLAN AND SHALL NOT BE INSTALLED IN OR WITHIN A CURB RAMP ACCESS. PULL BOXES SHALL NOT BE MARKED 11CALTRANS" ON PULL BOX LID. _♦ 3. ALL CONDUIT FOR LOCATION 3 SHALL BE TYPE 1 RIGID METAL CONDUIT° #P5627432 PAD (SCE) INSTALL PAD PER SCE PLANS SP #V5529455 (SCE) 530,2#6(SIGNAL) MPS. PEDESTRIAN BARRICADE (SEE SIGN PLANS) DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 48.6/4903145 178 D CIVIL ENGINEER A -r4 1 'JQ ')n1 1 F LHIV J Hr r f\l:/ V HL. Um I C THE STA TE OF CAL If ORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESRONSIBL E FOR THE ACCURACY OR COMRLETENESS OF SCANNED COPIES OF THIS f'L AN SHEET r�o QRpFESSI�� C q �� S A U L Mo KANE z o. 1311 m . _0 6/30/11 �xp. CIVIL P ATF OF GAL RBF CONSULTING I COUNTY OF RIVERSIDE 3300 E. GUASTI RD, STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 530,2#10(LTG), 6rr z ; Lu 2#12 (11 SNS) ' o z SERVICE ADDRESS® 1 11995 INDIAN TRUCK TRAIL z 64 _ 1" CONDUIT x a CORONA CA 92877 5 A 53C,1 DLC,2#1O(FLASHER) QG 7 '�-- z SG 1551 E `/ 4 53C 1 DLC 2#10(FLASHER) o 1" CONDUI w 9 COUNTY RW Ld 6®0 X151 � � I �6 L� - _ 6J4L J 53C,2#10(FLASHER), TEMESCAL CANYON ROAD ,q x--- ��-�►' LINE 3 R61-1 3(CA) 6J4U w 2 DETAIL 11A11 R73-3(CA) 3 05 306 5 o �' ON SHEET E-6 5T �4 F-4®3 6J2U .= R9- 3a 4 306 5J1U Z 6 02905 7 6 �6 3.6 -- 85' O TO -- .-- 2140 �4 LIMIT �I ........ 3.6 04 a > 3.6 NE 53C,2#10(FLASHER) O 53C,1 DLC,2#1O(FLASHER) z J 0 04 05 02 02 PHASE DIAGRAM -STEADY DEMAND a 0 X cn Ln a o o Q0 LA_. C) 0 0� O Z o LLJ o coO Lu � e I Q U) 1-, �z 00 o J a Q u Z x L O N � W o � o a a Q 53C,2#10(FLASHER) O 53C,1 DLC,2#1O(FLASHER) MODIFICATION DUE TO OVERHEAD POWER LINE CLEARANCE REQUIREMENTS PROPOSED "T11 STATION FACE LINE OF MBGR i i i i I SECTION A -A NTS THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY TRAFFIC SIGNAL POLE 3' MIN CLEARANCE �1:2 OR FLATTER BUILT f y . •' 50 R.E. NAME - WARD MAXWELL RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => peruz IS IN MILLIMETERS I i I i I i I I I DGN F I LE => 0800000086ua005 . dgn ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN SIGNAL AND LIGHTING (LOCATION 3) CU 08224 SCALE: 1 :200 E-5 EA OE4501 16(0_mw 5 H z co DLn Lnrn 00 ww 00 J J ww I- C) g w CV J 06P J .06 04 05 02 02 PHASE DIAGRAM -STEADY DEMAND MODIFICATION DUE TO OVERHEAD POWER LINE CLEARANCE REQUIREMENTS PROPOSED "T11 STATION FACE LINE OF MBGR i i i i I SECTION A -A NTS THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY TRAFFIC SIGNAL POLE 3' MIN CLEARANCE �1:2 OR FLATTER BUILT f y . •' 50 R.E. NAME - WARD MAXWELL RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => peruz IS IN MILLIMETERS I i I i I i I I I DGN F I LE => 0800000086ua005 . dgn ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN SIGNAL AND LIGHTING (LOCATION 3) CU 08224 SCALE: 1 :200 E-5 EA OE4501 16(0_mw 5 H z co DLn Lnrn 00 ww 00 J J ww I- C) g w CV J x t!1 m W W [r V) w w a 01-1 o N�l >- C) m w F-0 Qw a _jz w _j(f) W Q LU = U® U F- W Iz J w F- IL. w o z a tY x--- z x a w F- d W a cn z CU 0 D N�l >- C) m w F-0 Qw a _jz w _j(f) W Q LU = U® U W J F- Z F- C� tY x--- Lli (A w W CU z F- (3 Q PF w o 01-1 F ME 0 0 x uV) Dz 00Ln 000 0 LL- C> c a�' Z to W i o OCU Q L Ci +- W CU N 1-1 W I > L t-%^KIKIr"Y%-rnnC' CI I A I I Qr' TKIG'T A I I r'n TAI TI Ir r rrI n V GE 2 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I I I USERNAME=>JHOFERT DGN FILE=>80e458u(o007odgn 1 ' etric DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riy 15 4806/4903 147178 A17 -ad-�4/26/11 PC)F E S S 10 REGIS EKED CI IL ENGINEER DATE �o e /v ENGINEER �� SAUL M. KANE April 28, 2011 m ti No 61311 rri PLANS APPROVAL DATE � THE STATE OF CALIFORNIA OR ITS OFFICERS XP, 6/30/11. OR AGENTS SHALL NOT BE RESPONSIBLE FOR C I V I L P THE ACCURACY OR COMPLETENESS OF SCANNEQ qTF of CAL IFoFt�� COPIES OF THIS RL AN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 SIGNAL AND LIGHTING .VIDEO DETECTION CAM -ERA MOUNTING DETAILS) NO SCALE CU 08224 EA OE4501 E-7 206- 807 O N x TEMESCA ��N Rd "T" I TKIC7 120/240 V TYPE III -CF SERVICE (COUNTY - SEE SHEET E-6) CIRCUIT DIAGRAMS (PROPOSED) TYPE III -CF SERVICE 120/240 V 1P 3W SERVICE METER A (ID No. 08-56-015-0-049.003) 100 A 240 V 20 MAIN ckt BREAKER 30 A 240 V 2P LIGHTING ck BREAKER (TYPE V pec) 30 A 240 V 2P SIGN ILLUMINATION ckt BREAKER 15 A 120 V 1P LIGHTING CONTROL ckt BREAKER METER B (IDNoa 08-56-015-0-049.004) 100 A 240 V 2P MAIN ckt BREAKER 30 A 120 V 1P RAMP METER DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 R i y 15 48.6/49.3 14 8 1 78 �,��, , ,� pFESSI r/C REGIS EKED CI IL ENGINEER DATE o eR °Nq� SAUL M. KANE April 28, 2011 0 m PLANS APPROVAL DATE No. 61311 xP.6/30/11 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS 511A L NOT BE RESPONSIBL E FOR CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CALZFQ��l COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 2 0 4Ir Lu It o z ITT 1 �LINE 104 103 ---SIGN No . 1 a 503 of I TT2 (101 ) x Q J L INE Q RTE 15 "A" LINE 502 < cn z o ( 203 ) 501 - am m Ld �--o Q W —1 z W :D U U U J (n W Q W Up U q -LA - Z o� � J o Q U > LA- x Ln Q N ';T W o o c H 4 a o SIGN No.2 REMOVE EXISTING SERVICE GENERAL NOTES: 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE STATE OF CALIFORNIA 2004 STANDARD PLANS, AND THE 1999 STANDARD SPECIFICATIONS AND STANDARD SPECIAL PROVISIONS 2. NEW CONDUIT SHALL BE TYPE 3 3. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-642-24449 48 HOURS PRIOR TO ALL EXCAVATION TYPE III -CF SERVICE 120/240 V 1P 3W SERVICE METER A (ID No. 08-56-015-0-049.001) 100 A 240 V 20 MAIN ckt BREAKER 30 A 240 V 2P LIGHTING ck BREAKER (TYPE V pec) 30 A 240 V 2P SIGN ILLUMINATION ckt BREAKER 30 A 120 V 1P SIGN ILLUMINATION ckt BREAKER (SIGN "C") 15 A 120 V 1P LIGHTING CONTROL ckt BREAKER METER B (IDNoa 08-56-015-0-049.002) 100 A 240 V 2P MAIN ckt BREAKER 30 A 120 V 1P RAMP METER (FUTURE) THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY REMOVE EXISTING SERVICE WIRING DIAGRAM LEGEND. (THIS SHEET ONLY) = EXISTING ELECTROLIER, 200 W OR 310 W O =NEW TYPE 31, 310 W = NEW 70 W PENDANT SOFFIT LIGHT M13"too E = NEW OVERHEAD SIGN (103)= IDENTIFICATION NUMBER (EXISTING) 103 = IDENTIFICATION NUMBER (NEW) O = NEW BRIDGE MOUNTED SIGN RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 8Oe458ua0O8 . dgn = EXISTING OVERHEAD SIGN ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN LIGHTING AND SIGN ILLUMINATION (WIRING DIAGRAM) NO SCALE CU 08224 EA OE4501 00 ww 00 w CV I v 0 w c� n" Ld x--- (A c w > U o rr z t— n w Y a Of q -LA - Z o� � J o Q U > LA- x Ln Q N ';T W o o c H 4 a o SIGN No.2 REMOVE EXISTING SERVICE GENERAL NOTES: 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE STATE OF CALIFORNIA 2004 STANDARD PLANS, AND THE 1999 STANDARD SPECIFICATIONS AND STANDARD SPECIAL PROVISIONS 2. NEW CONDUIT SHALL BE TYPE 3 3. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-642-24449 48 HOURS PRIOR TO ALL EXCAVATION TYPE III -CF SERVICE 120/240 V 1P 3W SERVICE METER A (ID No. 08-56-015-0-049.001) 100 A 240 V 20 MAIN ckt BREAKER 30 A 240 V 2P LIGHTING ck BREAKER (TYPE V pec) 30 A 240 V 2P SIGN ILLUMINATION ckt BREAKER 30 A 120 V 1P SIGN ILLUMINATION ckt BREAKER (SIGN "C") 15 A 120 V 1P LIGHTING CONTROL ckt BREAKER METER B (IDNoa 08-56-015-0-049.002) 100 A 240 V 2P MAIN ckt BREAKER 30 A 120 V 1P RAMP METER (FUTURE) THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY REMOVE EXISTING SERVICE WIRING DIAGRAM LEGEND. (THIS SHEET ONLY) = EXISTING ELECTROLIER, 200 W OR 310 W O =NEW TYPE 31, 310 W = NEW 70 W PENDANT SOFFIT LIGHT M13"too E = NEW OVERHEAD SIGN (103)= IDENTIFICATION NUMBER (EXISTING) 103 = IDENTIFICATION NUMBER (NEW) O = NEW BRIDGE MOUNTED SIGN RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN FILE => 8Oe458ua0O8 . dgn = EXISTING OVERHEAD SIGN ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN LIGHTING AND SIGN ILLUMINATION (WIRING DIAGRAM) NO SCALE CU 08224 EA OE4501 00 ww 00 w CV I v 0 X n 'R U m LSI Ld n" I) Ld F_ Ld a Of o 1 e t ric LIGHTING PLAN LEGEND: DISTI COUNTY I ROUTE KILOMETER POSTSHEETI TOTAL TOTAL PROJECT I No. SHEETS 81 R i y 1 15 1 4806/4903 11491178 4 /2611 1 REGIS EKED CI IL ENGINEER DATE �o eR°FEsslaNq` SAUL M. KANE Z April 28, 2011 m No. -61 311 PLANS APPROVAL DATE a� � THE STATE OF CALIFORNIA OR ITS OFFICERS Xp. 6/30/11 OR AGENTS SHALL NOT BE RESPONSIBLE FOR C I V I L P THE ACCURACY OR COMPLETENESS OF SCANNED 9TF pF CALIFo��� COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 am m Lu i__a <Lu _j w U U _j W <[ W 2 Up U W 41 = Exist 41C TO REMAIN J ,� ::.; _ Exist Sp AB P ' _ °°°°°° 53 : - Exist 53C TO REMAIN I� 0 w z ;.. 'Q- r� z INSTALL � --' RC _ _ ---- - ::::::...:::.:::: 141; _ 41 = INSTALL NEW 41C . :_.: 2#6 (Ltg) '- X a J - - _.A°B'° to z ~ Q <c cn ... = 53 INSTALL NEW 53C z.................. o U ....; . . ........... :::... Ex l s TYPE SCE -2 SERVICE _.... ---- ---. f _ - -- E G :-::.:::::::::...-:.......................................... ...... (100)= IDENTIFICATION Noa ( XISTIN ) am m Lu i__a <Lu _j w U U _j W <[ W 2 Up U a Q Z c O L LL o V U � LL X � O N a- W c o"'Q i N Q a --- . . ............ I .... . 1 .......... .. I......... -; INSTALL6 .. ........... .. ..................... I L ......... ..... - ........... . . ....:.... - A 6 g ..... .... S ��C ND I B . ......... TH 0� . I N .. T�T 2 � L ........... ..................:... . ............. ............................. Ld - . .. .......................UJ ...............................I........ .............................. .... _— - ---- ------- l..l.....�:.�......................... ----- ---- cY �` W ---- --- ................................... SIGN NB OFF RAMP w No. 1 (101) (102) SC -' 41 INSTALL SC ; 41 INSTALL 26 (LTG) 2 __�� 2#6 (LTG) CB 2#8 (SIGN) <t 2#8 (SIGN) 1#8 (GROUND) 1 #8 (GROUND). � 41 ; INSTALL -- 2#6 (LTG) 2#8 (SIGN) 1 #8(GROUND) THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE O 20 40 60 80 IS IN MILLIMETERS I I I i I i I I I 100 = IDENTIFICATION No. (NEW) (1:)= NEW BRIDGE MOUNTED SIGN ISL = INDUCTIVE SIGN LIGHTING PROJECT NOTES FOR SHEETS E-9 TO E-13 catv.ji.ct C.C.A.®- USERNAME=>JHOFERT DGN FILE=>80e458uoOO9.dgn EINSTALL 120/240V TYPE III -CF SERVICE ENCLOSURE WITH THE TYPE V PEC AND FOLLOWING CIRCUIT BREAKERS: TYPE III -CF SERVICE 120/240 V 1P 3W SERVICE METER A (ID No. 08-56-015-0-049.001) 100 A 240 V 20 MAIN ckt BREAKER 30 A 240 V 2P LIGHTING ck BREAKER (TYPE V pec) 30 A 240 V 2P SIGN ILLUMINATION ckt BREAKER 30 A 120 V 1P SIGN ILLUMINATION ckt BREAKER (SIGN "C") 15 A 120 V 1P LIGHTING CONTROL ckt BREAKER METER B (IDNoo 08-56-015-0-049.002) 100 A 240 V 2P MAIN ckt BREAKER 30 A 120 V 1 P RAMP METER (FUTURE) aREMOVE EXISTING MERCURY VAPOR SIGN LIGHTING FIXTURES (2 EACH) AND INSTALL NEW INDUCTIVE SIGN LIGHTING (ISL) FIXTURES (2 EACH) 3 INSTALL SERVICE RISER ON EXISTING POWER POLE PER SCE REQUIREMENTS. COORDINATE INSTALLATION WITH SCE ❑4 INSTALL 120/240V TYPE III -CF SERVICE ENCLOSURE WITH THE TYPE V PEC AND THE FOLLOWING CIRCUIT BREAKERS: TYPE III -CF SERVICE 120/240 V 1P 3W SERVICE METER A (ID No. 08-56-015-0-049.003) 100 A 240 V 20 MAIN ckt BREAKER 30 A 240 V 2P LIGHTING ck BREAKER (TYPE V pec) 30 A 240 V 2P SIGN ILLUMINATION ckt BREAKER 15 A 120 V 1P LIGHTING CONTROL ckt BREAKER METER B (IDNoo 08-56-015-0-049.004) 100 A 240 V 2P MAIN ckt BREAKER 30 A 120 V 1 P RAMP METER O N Q (V Ln 011 Q Q W W UO _j _j o -n. W W H o� o` SCALE: 1 0 500 E — 9 w CD a, O CU 08224 EA OE4501 206 - gj9q W J F- c� r� Ld x--- to Ld ,O U z 0 Q n Ld o rr a Q Z c O L LL o V U � LL X � O N a- W c o"'Q i N Q a --- . . ............ I .... . 1 .......... .. I......... -; INSTALL6 .. ........... .. ..................... I L ......... ..... - ........... . . ....:.... - A 6 g ..... .... S ��C ND I B . ......... TH 0� . I N .. T�T 2 � L ........... ..................:... . ............. ............................. Ld - . .. .......................UJ ...............................I........ .............................. .... _— - ---- ------- l..l.....�:.�......................... ----- ---- cY �` W ---- --- ................................... SIGN NB OFF RAMP w No. 1 (101) (102) SC -' 41 INSTALL SC ; 41 INSTALL 26 (LTG) 2 __�� 2#6 (LTG) CB 2#8 (SIGN) <t 2#8 (SIGN) 1#8 (GROUND) 1 #8 (GROUND). � 41 ; INSTALL -- 2#6 (LTG) 2#8 (SIGN) 1 #8(GROUND) THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE O 20 40 60 80 IS IN MILLIMETERS I I I i I i I I I 100 = IDENTIFICATION No. (NEW) (1:)= NEW BRIDGE MOUNTED SIGN ISL = INDUCTIVE SIGN LIGHTING PROJECT NOTES FOR SHEETS E-9 TO E-13 catv.ji.ct C.C.A.®- USERNAME=>JHOFERT DGN FILE=>80e458uoOO9.dgn EINSTALL 120/240V TYPE III -CF SERVICE ENCLOSURE WITH THE TYPE V PEC AND FOLLOWING CIRCUIT BREAKERS: TYPE III -CF SERVICE 120/240 V 1P 3W SERVICE METER A (ID No. 08-56-015-0-049.001) 100 A 240 V 20 MAIN ckt BREAKER 30 A 240 V 2P LIGHTING ck BREAKER (TYPE V pec) 30 A 240 V 2P SIGN ILLUMINATION ckt BREAKER 30 A 120 V 1P SIGN ILLUMINATION ckt BREAKER (SIGN "C") 15 A 120 V 1P LIGHTING CONTROL ckt BREAKER METER B (IDNoo 08-56-015-0-049.002) 100 A 240 V 2P MAIN ckt BREAKER 30 A 120 V 1 P RAMP METER (FUTURE) aREMOVE EXISTING MERCURY VAPOR SIGN LIGHTING FIXTURES (2 EACH) AND INSTALL NEW INDUCTIVE SIGN LIGHTING (ISL) FIXTURES (2 EACH) 3 INSTALL SERVICE RISER ON EXISTING POWER POLE PER SCE REQUIREMENTS. COORDINATE INSTALLATION WITH SCE ❑4 INSTALL 120/240V TYPE III -CF SERVICE ENCLOSURE WITH THE TYPE V PEC AND THE FOLLOWING CIRCUIT BREAKERS: TYPE III -CF SERVICE 120/240 V 1P 3W SERVICE METER A (ID No. 08-56-015-0-049.003) 100 A 240 V 20 MAIN ckt BREAKER 30 A 240 V 2P LIGHTING ck BREAKER (TYPE V pec) 30 A 240 V 2P SIGN ILLUMINATION ckt BREAKER 15 A 120 V 1P LIGHTING CONTROL ckt BREAKER METER B (IDNoo 08-56-015-0-049.004) 100 A 240 V 2P MAIN ckt BREAKER 30 A 120 V 1 P RAMP METER O N Q (V Ln 011 Q Q W W UO _j _j o -n. W W H o� o` SCALE: 1 0 500 E — 9 w CD a, O CU 08224 EA OE4501 206 - gj9q x r V) In 0 Ld W rr Ld F- Ld a a d C) CO m Ld I— 0 Qw M JZ Ld {, U J V7 W aw _ U L7 U F— W J Ld LL. w 0 z = a x - - - z IJF— /�. P x < J w F— Q a U) z o' O F— D Q C) CO m Ld I— 0 Qw M JZ Ld {, U J V7 W aw _ U L7 U z c o o 'cc C= X co Ln Z o cr- 00 c LL- -c L c LLJ U U Q eL w o w 1 e ti►C INSTALL 2#6 (LTG) 2#8 (SIGN) 1#8 (GROUND) INSTALL 2#6 (LTG) 2#8 (SIGN) 1#8 (GROUND) INSTALL 2#6 (LTG) 2#8 (SIGN) 1 #8 (GROUND) THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN F I LE => 80e458ua01 0. dgn TALL Leri (LTG) 2#8 (SIGN) 1 #8 (GROUND) DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No. SHEETS 8 Riy 15 4806/4903 150178 4/26/11 QRpFESSJQ� REGIS EKED CI IL ENGINEER DATE �o q� SAUL M. KANE_ April 28, 2011 0 PLANS APPROVAL DATE No. 61311 xp, 6/30111, THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CgL1Fp��ti COPIES OF THT IS PLAN SHEE RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 O CD N ti (� W a L j Z � a ZLU P� V ALL DIMENSIONS ARE IN METERS UNLESS dTHERWISE SHOWN LIGHTING AND SIGN ILLUMINATION SCALE: 1:500 CU 08224 EA OE4501 E-10 0 N Q N n n Z 0 rs: W J F- { M LI x - - - • 11 IJF— /�. P LL w U 0 �--� o' Z F— a Q �. ae w a z c o o 'cc C= X co Ln Z o cr- 00 c LL- -c L c LLJ U U Q eL w o w 1 e ti►C INSTALL 2#6 (LTG) 2#8 (SIGN) 1#8 (GROUND) INSTALL 2#6 (LTG) 2#8 (SIGN) 1#8 (GROUND) INSTALL 2#6 (LTG) 2#8 (SIGN) 1 #8 (GROUND) THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => JHOFERT IS IN MILLIMETERS I i I i I i I i I DGN F I LE => 80e458ua01 0. dgn TALL Leri (LTG) 2#8 (SIGN) 1 #8 (GROUND) DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No. SHEETS 8 Riy 15 4806/4903 150178 4/26/11 QRpFESSJQ� REGIS EKED CI IL ENGINEER DATE �o q� SAUL M. KANE_ April 28, 2011 0 PLANS APPROVAL DATE No. 61311 xp, 6/30111, THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CgL1Fp��ti COPIES OF THT IS PLAN SHEE RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 O CD N ti (� W a L j Z � a ZLU P� V ALL DIMENSIONS ARE IN METERS UNLESS dTHERWISE SHOWN LIGHTING AND SIGN ILLUMINATION SCALE: 1:500 CU 08224 EA OE4501 E-10 0 N Q N n n Z 0 rs: x YArc INS 2#8 (SIGN) y L 2#4 LTG) 41; --- r n 1#8 (GROUND) m F___1 E,1 S 2 n Tq x i - nm m w �0 Qw o �z w U U J (n w Qw _ Up U -\ o _ \ 3 RC TYPE SCE -2 SERVICE I CONDUCTORS BY SCE INSTALL n.u.n /(` Tt-AI N \ \ \ INSTALL 2#8 (SIGN) 2#4 (LTG) 1#8 (GROUND) DISTI COUNTY I ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noe SHEETS 48.6/49.3 1 51 178 REGISTERED CIVIL ENGINEER April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCORACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET OQROFESSI0N SAUL M. KANE Na. 61311 DO xp. 6/30/11 s� CIVIL P ti qTF OF CAL IV RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 o RS -, L ,1REFER TO TRAFFIC SIGNAI oe I/� 2 -ISL = = RC AB PLAN, SHEET E-3 F �� E c rr CONDUCTORS BY SCE 53 AB AB '-' w - x-- - ,^ ^ Y/ 1 f ir w INSTALL RC AB o v 4#8 (SIGN) 53 e _ RC A R 2#4 (Ltg) \ �� RC B C a 1 #8 G RC - 41 7 ` S .. RC RC 2#8 (S I GN) 41 50� I 1 #8 ( GROUND) 2#8 (SIGN) : _ ' w wo z c X Go Ln Z 00 o c� •� o z __j W i U Q L �- W U wl> ID No. 08-56-015-0-049®001 Btm OF BRIDGE SOFFIT CONDUIT STRAP TIE -BACK WALL SIDEWALK SOFFIT LIGHT MOUNTING DETAIL #3 PULLBOX #3 PULLBOX THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I i I i I i l USERNAME=>JHOFERT DGN FILE=>80e458ua011•dgn °< FOR DETAILS RC SEE SHEETS E-3 & E-5 FOR DETAILS ID No. 08-56-015-0-049.003 ® 41 2#6(LTG) 2#8(SIGN) Lj__4 TT2`' 1#8 (GROUND) REFER TO TRAFFIC— SH TA 172+6o SIGNAL PLAN FOR EET E-10 ELECTRICAL SERVICE ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN LIGHTING AND SIGN ILLUMINATION SCALE: 1:500 _ CU 08224 EA OE4501 2P6-011 Z Q N Ln c9 m x >-- m W Ld cn ►-y LiJ I— mow/�/� a LJ_ \ >- '- 0m m W I— d a LLJ o J Z Ld U� U J (n W Q Lit Up U F LiJ INSTALL TT4" 176+80 1 I w II w U z Q X --- Z X <[ ®I Ld F a � z n - z F- 0 Q \ >- '- 0m m W I— d a LLJ o J Z Ld U� U J (n W Q Lit Up U co F- N Q 5 o X °0 (J') L0 Z N Q O 0 'c LL - 0 ,0 Z i W QU c= L CL +- W C) C wli LA 0 IV - Lu X V ! --INSTALL 41 J 2#4 (LTG) 2#8 (SIGN) 1#8 (GROUND) INSTALL 41; 2#4 (LTG) 2#8 (SIGN) 1#8 (GROUND) --- ' INSTALL 41; 2#4 (LTG) 2#8 (SIGN) 1 #8 (GROUND) INSTALL 1411 2#4 (LTG) 2#8 (SIGN) 1#8 (GROUND) e t ric DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No. ISHEETS 8 Riv 15 4806/4903 1 52 178 F n 4/26/11 Ess CI IL ENGINEER DATE I? /V4 April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT RE RESPONSIBLE FOR THE ACCURACY OR C01VPLETENES5 OF SCANNED COPIES OF THIS PLAN SHEET SAUL ti KANE w No. 61311 m Xp, 6/30/11 s� CIVIL P 9TF OF CAL IV ti RDF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 200 - "I 6.1 LiJ INSTALL TT4" 176+80 1 I F- I— C X --- w Ld U n - z F- 0 Q �--� n Ld Y p Cr co F- N Q 5 o X °0 (J') L0 Z N Q O 0 'c LL - 0 ,0 Z i W QU c= L CL +- W C) C wli LA 0 IV - Lu X V ! --INSTALL 41 J 2#4 (LTG) 2#8 (SIGN) 1#8 (GROUND) INSTALL 41; 2#4 (LTG) 2#8 (SIGN) 1#8 (GROUND) --- ' INSTALL 41; 2#4 (LTG) 2#8 (SIGN) 1 #8 (GROUND) INSTALL 1411 2#4 (LTG) 2#8 (SIGN) 1#8 (GROUND) e t ric DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No. ISHEETS 8 Riv 15 4806/4903 1 52 178 F n 4/26/11 Ess CI IL ENGINEER DATE I? /V4 April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT RE RESPONSIBLE FOR THE ACCURACY OR C01VPLETENES5 OF SCANNED COPIES OF THIS PLAN SHEET SAUL ti KANE w No. 61311 m Xp, 6/30/11 s� CIVIL P 9TF OF CAL IV ti RDF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 200 - "I 6.1 --; 41; INSTALL TT4" 176+80 1 I 2#4 (LTG) nun If- Tr%KII ON_ R AMP N8 .o r r P I THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I I I i I i I USERNAME _> JHOFERT DGN FILE=>80e458ua012odgn 0 N Q N Ln ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN Ld Uj LIGHTING AND SIGN 00 1--i ILLUMINATIOND_a_ Ld W SCALE: 1500 CU 08224 EA OE4501 E-12 206-812 7,. 2o6 --!E313 x m 0 w w D' U w wa D_� o I'll >_ nm m w 1--o Qw o _Z uj U U JV) w QW = Up U CONDUCTOR RUN w 2 3 J 5 w METER ON SIGNAL w w 4 ® z 2 #14 RAMP SIGNAL 3 3 r z n x Q __j 3 W 6 6 3 Q QUEUE DETECTOR Q cn 1 z I�L 0 DEMAND DETECTOR /z V Q I'll >_ nm m w 1--o Qw o _Z uj U U JV) w QW = Up U F Z 0 a 0 x 0) N Z a O 0 o o o z o W o ME 00o L a o T W D m a Q z 0 0 o Q o U U L x O CV � W o o Q cn a (L rA 53C,2#6 SERVICE R /W- 1 -51C I PROJECT NOTES: FURNISH AND INSTALL TYPE 334 CONTROLLER CABINET COMPLETE WITH MODEL 170 CONTROLLER AND WIRELESS CELLULAR DATA COMMUNICATION ASSEMBLY ON NEW FOUNDATION. SEE SHEET E-16 FOR DETAILS �2 SEE LIGHTING PLAN E-11 FOR ELECTRICAL SERVICE ENCLOSURE �3 INSTALL TYPE 1A POLE WITH RAMP METER SIGNAL INDICATIONS F4] INSTALL TYPE 1A(2.1m) POLE WITH RAMP METER -ON SIGNAL INDICATIONS s 1-51C TO R /w CONTROLLER E-1 53C,1 -DLC B 4) y y 53C,1 -DLC e (T) (T) (T) -- ---- - ----------_®_--------------------------------------- " SB OFF -RAMP t- - -.. 0000 6 414h 1-51C Caltrans 53C,1 -DLC DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 4806/4903154 178 4/26/11 ROFEssIO REGIS EKED C� ENGINEER DATE �a e IVq<' SAUL Mo KANE z April 28, 2011 C m PLANS APPROVAL DATE � No. 6/31/ � x�.6 30 11 � THE STA TE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR S'x CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CALIF COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ------------------------ (T) 5 1 76 C- 4 (T) -�- s� w _ O 113 53C91 -DLC " 1 AWG OR CABLE CONDUCTOR RUN w 2 3 J 5 6 METER ON SIGNAL _ I— 4 C� 4 2 #14 RAMP SIGNAL 3 3 3 n c 3 3 W 6 6 3 U QUEUE DETECTOR 0 �NN� 1 1 I�L DEMAND DETECTOR /z V Q 1-1 n DLC PASSAGE DETECTOR 1 W 0 Cr F Z 0 a 0 x 0) N Z a O 0 o o o z o W o ME 00o L a o T W D m a Q z 0 0 o Q o U U L x O CV � W o o Q cn a (L rA 53C,2#6 SERVICE R /W- 1 -51C I PROJECT NOTES: FURNISH AND INSTALL TYPE 334 CONTROLLER CABINET COMPLETE WITH MODEL 170 CONTROLLER AND WIRELESS CELLULAR DATA COMMUNICATION ASSEMBLY ON NEW FOUNDATION. SEE SHEET E-16 FOR DETAILS �2 SEE LIGHTING PLAN E-11 FOR ELECTRICAL SERVICE ENCLOSURE �3 INSTALL TYPE 1A POLE WITH RAMP METER SIGNAL INDICATIONS F4] INSTALL TYPE 1A(2.1m) POLE WITH RAMP METER -ON SIGNAL INDICATIONS s 1-51C TO R /w CONTROLLER E-1 53C,1 -DLC B 4) y y 53C,1 -DLC e (T) (T) (T) -- ---- - ----------_®_--------------------------------------- " SB OFF -RAMP t- - -.. 0000 6 414h 1-51C Caltrans 53C,1 -DLC DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 4806/4903154 178 4/26/11 ROFEssIO REGIS EKED C� ENGINEER DATE �a e IVq<' SAUL Mo KANE z April 28, 2011 C m PLANS APPROVAL DATE � No. 6/31/ � x�.6 30 11 � THE STA TE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR S'x CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CALIF COPIES OF THIS PLAN SHEET RBF CONSULTING COUNTY OF RIVERSIDE 3300 Eo GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 ------------------------ (T) 5 1 76 C- 4 (T) -�- s� w _ O 113 53C91 -DLC " 1 AWG OR CABLE CONDUCTOR RUN 1 2 3 4 5 6 METER ON SIGNAL 4 4 4 2 #14 RAMP SIGNAL 3 3 3 SPARES 3 3 9 6 6 3 QUEUE DETECTOR 1 1 DEMAND DETECTOR 1 1 DLC PASSAGE DETECTOR 1 1 COUNT DETECTOR 1 1 1 SURVEILLANCE DETECTOR 12 12 12 #10 SIGNAL COMMON 1 1 2 1 1 1 I 18 GRN 1 1 1 1 1 1 CONDUIT SIZE 78C 7 8 C �3C THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I i I I I i I I I USERNAME=>peruz DGN FILE=>0800000086ua014odgn ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN RAMP METERING SYSTEM (LOCATION 1) SCALE: 1:500 CU 08224 E-14 EA OE4501 #Zo4 - X1 9 Ln 0 N z CO Ln �Ln 00 W W I- 00 J W W W W o� 71 x x C) W w CC U) w w a C) C) CO m w �0 <w _z w J U) W QW = UC U 1 CONDUCTOR RUN w 0 CELLULAR DATA COMMUNICATION ASSEMBLY ON NEW FOUNDATION. SEE SHEET E-16 FOR DETAILS. +LO c� SEE LIGHTING A _' METER ON SIGNAL Z I' - 0 rr 4 '-' ' w x_-- 0 #14 RAMP SIGNAL (nD_ 6 x Ir � e CS00 Q w Ne" SPARES U —' 0 15 o 3 6 C) z QUEUE DETECTOR INSTALL L.L. a 00 O 0 3 o w Y o a o' 1 CONDUCTOR AND CONDUIT SCHEDULE LOCATION 2 SAB �R CONDUCTOR RUN z 0 CELLULAR DATA COMMUNICATION ASSEMBLY ON NEW FOUNDATION. SEE SHEET E-16 FOR DETAILS. +LO c� SEE LIGHTING A a' METER ON SIGNAL Z I' - INSTALL TYPE 4 J Q 2 4 0 #14 RAMP SIGNAL 3 6 x 9 � e CS00 Q SPARES 3 —' 9 15 o 3 6 C) QUEUE DETECTOR INSTALL L.L. AS NOTED, ON SIGNAL MAST ARM 00 O 0 3 o 2 o Z o W C) PASSAGE DETECTOR 0 1 1 o c11 COUNT DETECTOR 1 W 1 T 1 SURVEILLANCE DETECTOR 4- 12 m a 1 U) 1 2 Q 1 1 1 #6 SERVICE 00 2 2 2 0- 2 -cc a a U u 53C 78C ,LA_ 2-78C 53C I 0o X Ln 53C 53C -;;Ir W o o Q Q CONDUCTOR AND CONDUIT SCHEDULE LOCATION 2 SAB �R CONDUCTOR RUN z A CELLULAR DATA COMMUNICATION ASSEMBLY ON NEW FOUNDATION. SEE SHEET E-16 FOR DETAILS. +LO c� SEE LIGHTING A PLAN E-1 1 FOR ELECTRICAL SERVICE METER ON SIGNAL Z I' - INSTALL TYPE 4 J Q 2 4 4 #14 RAMP SIGNAL 3 6 9 9 � e CS00 Q SPARES 3 6 9 15 I- W 3 6 6 QUEUE DETECTOR INSTALL SIGN, AS NOTED, ON SIGNAL MAST ARM 3 3 DEMAND DETECTOR 2 3 3 DLC PASSAGE DETECTOR 1 1 1 COUNT DETECTOR 1 1 1 1 1 SURVEILLANCE DETECTOR 12 12 #10 SIGNAL COMMON 1 1 1 2 1 1 1 #6 SERVICE 2 2 2 2 2 CONDUIT SIZE 53C 78C 78C 2-78C 53C I 53C I 53C 53C 53C,1 -DLCO' 173 .................................. . ........................... ...... ........................... 53C,1 -DLCO 53C,2#6 SERVICE ` _ ®_®- O 5 + 1\, 2 ITT2s� � '5'C Tc LINE CONTROL R/ -AA.._ _ /W DIST COUNTY ROUTE 8 Riv 15 KILOMETER POST SHEET TOTAL PROJECT No. 4806/4903155 -aER ?yam 4/26/11 �6 ?0 p F E S S IQl REGIS EKED CI\� ENGINEER DATE 1 01 t1 /1nA w PLANS APPROVAL DATE 0 SAUL M. L KANE NO. 61.311 xpe 6/30/11 e ///L J/H/L Vr- (' /9/_IFVIT/Vlfi VR 1 /J (JrrILC/TJ OR AGENTS SHALL NOT BE RESPONSIBLE FOR IS, CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED 9TF of pR COPIES OF THIS PLAN SHEET CAS ZF RBF CONSULTING COUNTY OF RIVE - 3300 Eo GUASTI RD,STE 100 4080 LEMON STR ONTARIO, CA 91761 RIVERSIDE, CA 99 11All LINE .j..1v, 1 vL_%_. rrcuvr—L i iw i t—z:); FURNISH AND INSTALL TYPE 334 CONTROLLER CABINET COMPLETE WITH MODEL 170 CONTROLLER AND WIRELESS CELLULAR DATA COMMUNICATION ASSEMBLY ON NEW FOUNDATION. SEE SHEET E-16 FOR DETAILS. +LO c� SEE LIGHTING PLAN E-1 1 FOR ELECTRICAL SERVICE ENCLOSURE Z I' - INSTALL TYPE 1 A POLE WITH RAMP METER SIGNAL INDICATIONS J Q INSTALL TYPE 27-4-161 POLEU AND 12.2 MAST ARM WITH RAMP METER SIGNAL INDICATIONS � e CS00 Q INSTALL TYPE 1 A(2.1 m) POLE WITH RAMP METER -ON SIGNAL INDICATIONS I- W INSTALL SIGN, AS NOTED, ON SIGNAL MAST ARM INSTALL SIGN, AS NOTED, ON SIGNAL POLE T) 53C,1 -DLC iTTI" LINE 3°0x108 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY 176 NB ON—RAMP .CONTRACTAS BUILT 08 OE4504:, DA10-31-13 R.E. NAME -WARD MA XW RELATIVE BORDER SCALE 0 20 40 60 80 USERNAME => peruz IS IN MILLIMETERS I i I i I i I i I DGN F I LE _> 0800000086ua01 5. dan ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN RAMP METERING SYSTEM (LOCATION 2) SCALE: 1:500 E-15 CU 08224 EA OE4501 Sep& do x IN o' w om �m o aw o JZ W �(.D U U �V) W Qw _ Uo U DB9 CONNECTOR GPRS RADIO ANTENNA (MOUNT ON TOP OF CABINET; SEAL WATER -TIGHT) 4 DATA IN 1 e tris DISTI COUNTY I ROUTE KILOMETER POST ISHEETI TOTAL TOTAL PROJECT No.SHEETS 81 Riv 1 15 1 48°6/49°3 1561178 411.181 /� 4/26/11 �" RpFESS70 REGIS EKED CI IL ENGINEER DATE e Nq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR A6k_N1_S SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET SAUL M. KANE L Na, 61311 m xP, 6/30/11 s CIVIL TgTF OF CAL IF���tiP RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 w J ~ ~' GPRS GND RADIO MODEM x w MALE DB -9 CONNECTOR (FRONT VIEW) a— o zQ MODEL 170 FURNISH AND INSTALL POWER CAT 5 CABLE 0- CONTROLLER STRIP PER SPECIAL PROVISIONS w o tr CONTRACTOR FURNISHED CAB-- , , ,--I C2 CONNECTOR TO GPRS RADIO MODEM o �Q 0 cr- �o o X 00 cn �z c L Jo Q Ez i W U e - L W a W I> NNECTOR THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE IS IN MILLIMETERS ( AMP 201355-1) GPRS FIELD MODEM TO MODEL 170 CONNECTIOR DETAIL 0 20 40 60 80 USERNAME=>JHOFERT I i I i I i I i I DGN FILE=>80e458ua016edgn VEHICLE LL_ w DETECTION 0 z DETAILS Q z x � Q Q z 0 D om �m o aw o JZ W �(.D U U �V) W Qw _ Uo U DB9 CONNECTOR GPRS RADIO ANTENNA (MOUNT ON TOP OF CABINET; SEAL WATER -TIGHT) 4 DATA IN 1 e tris DISTI COUNTY I ROUTE KILOMETER POST ISHEETI TOTAL TOTAL PROJECT No.SHEETS 81 Riv 1 15 1 48°6/49°3 1561178 411.181 /� 4/26/11 �" RpFESS70 REGIS EKED CI IL ENGINEER DATE e Nq April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR A6k_N1_S SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET SAUL M. KANE L Na, 61311 m xP, 6/30/11 s CIVIL TgTF OF CAL IF���tiP RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 w J ~ ~' GPRS GND RADIO MODEM x w MALE DB -9 CONNECTOR (FRONT VIEW) a— o zQ MODEL 170 FURNISH AND INSTALL POWER CAT 5 CABLE 0- CONTROLLER STRIP PER SPECIAL PROVISIONS w o tr CONTRACTOR FURNISHED CAB-- , , ,--I C2 CONNECTOR TO GPRS RADIO MODEM o �Q 0 cr- �o o X 00 cn �z c L Jo Q Ez i W U e - L W a W I> NNECTOR THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE IS IN MILLIMETERS ( AMP 201355-1) GPRS FIELD MODEM TO MODEL 170 CONNECTIOR DETAIL 0 20 40 60 80 USERNAME=>JHOFERT I i I i I i I i I DGN FILE=>80e458ua016edgn VEHICLE DETECTION STATION DETAILS NO SCALE CU 08224 E-16 EA OE4501 206-16 0 N Q N :2i Ln 4 II 11 � D W W 00 ww z � 0 r w N a Q 0 X N" >-- Q in m �o Qw o I CD Ld J (n W Qw U® U 10+00 � a e V a 0 0 DATUM ELEV = 340.000 10+ TEMESCAL CANYON ROAD TYPE 1 RETAINING WALL FNGTH OF WAIT MEASURED ALONG WALL LOL = 100.901 10+40 10+60 MIRROR ELEVATION Scale: 1:200 Horiz 1 01 00 Vert 11+0 WEEPHOLES TYP etr®c DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noo SHEETS 8 Riv 15 48.6/49.3 157 178 4/26/11 RE D CIVIL ENGINEER DATE o QROFEssraNq` ,4,,�ti IMOTHY T. U HAILE April 28, 2011 m PLANS APPROVAL DATE Na. 72109 M � Xp, 6I30✓12 � THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY Of RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 NOTES: 1. Utilities in close proximity to RW shown. For all utilities in area, see sheets U-3 and U -4a 2. For traffic pole location, see sheet E -5a 3. Provide drain through barrier at weephole locations, typa 4. See sheet R-2 and R-3 for details not shown. 5. Gutter outlet through return walla See 133-9 "Retaining Wall, Face of Wall Outlet" for gutter outlet detail. LEGEND: XXaXXX TW — INDICATES TOP OF WALL ELEVATION NOa R Q 355 L 292.425 0 26.482 52.82 O 293.743 W .-�— STANDARD PLAN SHEET NO. 48.082 En ,--. x--- W W D° 11 O �--s LU 11 DETAIL NO. ii a U J ® LU a o o o a to o' o L0 Jo 0 0 0 350 � + a� 0 v --TTMF WARNFR FTRFR TV LU J Q a' w Q _ c cn X = � 345 0 N" >-- Q in m �o Qw o I CD Ld J (n W Qw U® U 10+00 � a e V a 0 0 DATUM ELEV = 340.000 10+ TEMESCAL CANYON ROAD TYPE 1 RETAINING WALL FNGTH OF WAIT MEASURED ALONG WALL LOL = 100.901 10+40 10+60 MIRROR ELEVATION Scale: 1:200 Horiz 1 01 00 Vert 11+0 WEEPHOLES TYP etr®c DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT Noo SHEETS 8 Riv 15 48.6/49.3 157 178 4/26/11 RE D CIVIL ENGINEER DATE o QROFEssraNq` ,4,,�ti IMOTHY T. U HAILE April 28, 2011 m PLANS APPROVAL DATE Na. 72109 M � Xp, 6I30✓12 � THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS PL AN SHEET RBF CONSULTING COUNTY Of RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 NOTES: 1. Utilities in close proximity to RW shown. For all utilities in area, see sheets U-3 and U -4a 2. For traffic pole location, see sheet E -5a 3. Provide drain through barrier at weephole locations, typa 4. See sheet R-2 and R-3 for details not shown. 5. Gutter outlet through return walla See 133-9 "Retaining Wall, Face of Wall Outlet" for gutter outlet detail. LEGEND: XXaXXX TW — INDICATES TOP OF WALL ELEVATION 'l C z 0 C a ac X 0110 LON /. LL— ME ME ac c <c Scale: 1:200 RELATIVE BORDER SCALE IS IN MILLIMETERS 0 20 40 60 80 USERNAME=>JHOFERT I i I I I I I i 1 DGN FILE=>4256_RWO1.dgn C , -T a® Return Wall Type "A" Ann N ( See Note 5 ) CURVE DATA TABLE NOa R Q XXaXXX TF - INDICLU ATES TOP OF FOOTING ELEVATION L 292.425 10020'57" 26.482 52.82 O 293.743 9022'43" .-�— STANDARD PLAN SHEET NO. 48.082 c� o' x--- Ld ir 11 O W 11 DETAIL NO. ii a U J ® zF- o' o o o a to o W a cL L0 Jo 0 0 0 W � + a� 0 v --TTMF WARNFR FTRFR TV 'l C z 0 C a ac X 0110 LON /. LL— ME ME ac c <c Scale: 1:200 RELATIVE BORDER SCALE IS IN MILLIMETERS 0 20 40 60 80 USERNAME=>JHOFERT I i I I I I I i 1 DGN FILE=>4256_RWO1.dgn C , -T a® Return Wall Type "A" Ann N ( See Note 5 ) CURVE DATA TABLE NOa R Q T L 292.425 10020'57" 26.482 52.82 O 293.743 9022'43" 24.095 48.082 RETAINING WALL PLAN WALL NO, 150 CU 08224 EA OE4501 206-e/7 x x Ret WALL LOL--- i 342 , 0 Lij >" m � o w Ld rz U) w F- Ld <r Q� o o o z O fn CD a n� w D C3 V) O Ld C o' 'in a) o 0 J STRUCTURE BACKFILL (R'ETAINING WALL) F- c0 e r F- w � rr 105 m aM Ld �o Qw o Jz W �(-D Y U'—' C) J (n Ld Qw 2 Up U Ll "T" LINE = TEMESCAL CANYON RD or intersection C B W RET WALL NO. 150 (STEEL CLEARANCE) NO SCALE NOTE The above clearances to steel supersedes those same dimensions given on sheet 133-1 of the standard plans dated July 20040 RETAINING WALL 150 RET WALL NO. 150 (TYPICAL SECTION) NO SCALE LOCATION DESCRIPTION Ld TEMESCAL CANYON ROAD "T" LINE STA 149+95 TO STA 1 51 +00 STRUCTURE EXCAVATION (RETAINING WALL) J STRUCTURE BACKFILL (R'ETAINING WALL) F- c0 254 m3 r F- BAR REINFORCING STEEL (RETAINING WALL) 7300 kg rr 105 m CABLE RAILING 105 m x--- N n it W U 0 Z F- 0 Q 0- W o ry Ll "T" LINE = TEMESCAL CANYON RD or intersection C B W RET WALL NO. 150 (STEEL CLEARANCE) NO SCALE NOTE The above clearances to steel supersedes those same dimensions given on sheet 133-1 of the standard plans dated July 20040 RETAINING WALL 150 RET WALL NO. 150 (TYPICAL SECTION) NO SCALE LOCATION DESCRIPTION QUANTITIES TEMESCAL CANYON ROAD "T" LINE STA 149+95 TO STA 1 51 +00 STRUCTURE EXCAVATION (RETAINING WALL) 2362 m3 STRUCTURE BACKFILL (R'ETAINING WALL) 2133 m3 STRUCTURAL CONCRETE (RETAINING WALL) 254 m3 FORMED RELIEF TEXTURE 132 m2 BAR REINFORCING STEEL (RETAINING WALL) 7300 kg MINOR CONCRETE (GUTTER) 105 m CABLE RAILING 105 m CONCRETE BARRIER (TYPE 60D Mod) 105 m RELATIVE BORDER SCALE IS IN MILLIMETERS R/W LINE 1 DESIGN H IMOTHY T. HAILS z L No, (m) 2.4 300 306 4.2 4.8 F (mm) 425 min 425 min 425 min 475 min 475 m i n NOTE The above dimensions to footing depth supersedes those same dimensions given on sheet B3-1 of the standard plans dated July 2004. RETAINING WALL COMPLETELY FILL GAI WITH MORTAR OR CONS Pvmt OR WELL COMP SLOPE AWAY FROM C( WHEN pvmt DOES NO EXISTING WALL. e tr/C 02 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT Noe SHEETS 8 Riv 15 4806/4903 158 178 4/26/11 QRpFESSIa� RE R'D CIVIL ENGINEER DATE q April 28, 2011 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT B£ R£SPONSIBL£ FOR THE ACCURACY OR CONIPL £T£N£SS OF SCANNED COPIES OF THIS PLAN SH££T ��-xp. 6/30/12 CIVIL 4 9TF 0 CAL RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 #16 Cont TOTAL 4 EVENLY SPACED IER (T 0 All dimensions are in millimeters unless otherwise shown. RETAINING WALL DETAIL WALL NO, 150 0 20 40 60 80 USERNAME => JHOFERT DGN FILE=>4256_RW02.dgn CU 08224 0 N a� R-2:> Ld f (V I J O IMOTHY T. HAILS z L No, 72109 ��-xp. 6/30/12 CIVIL 4 9TF 0 CAL RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 #16 Cont TOTAL 4 EVENLY SPACED IER (T 0 All dimensions are in millimeters unless otherwise shown. RETAINING WALL DETAIL WALL NO, 150 0 20 40 60 80 USERNAME => JHOFERT DGN FILE=>4256_RW02.dgn CU 08224 0 N a� R-2:> Ld f (V I J O X X W W 0 m W W of V) w > r - w <t 0:: in Q o �Top of o Barrier Formed Re I i of z FG Texture am o 0 w �o aw o JZ W :DU Y UU _j W Qw 2 UQ U ►: Form( Texts Conc barrier ( Type 60D) (Mod) ( See Sheet RW -2 For Details) r UHMLV HCLItr i tx i UKr. Dul f 11=1 BEGIN / END WALL DETAIL No Sca I e !.� RWLOL ' I 50 RWLOL ' 50 342 i 25 max —- I relief Deta i I ed N-- I Dimension "-"; ,- " � Reinf 11 Cir I I I i I , I f ' LIMITS OF PAYMENT FOR (See Note) No Scale FORMED RELIEF TEXTURE RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I i I I I USERNAME=>JHOFERT DGN FILE=>4256_RWO3.dgn e tris 1 DIST COUNTY I ROUTE KILOMETER POST ISHEETI TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 4806/4903 159 178 AACD.;v 4/26/11 QVpFESSION RE R 'D CIVIL ENGINEER DATE 4 April 28, 2011 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 IQ V IMOTHY T. c �; HAILS z u No. 72109 M Xp. 6130112 s� CIVIL P 9TF OF CAL IV RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 NOTE Formed Relief Texture shall be River Rock Scott System (or approved equal) with stones up to 203 mm wide. All dimensions are in millimeters unless otherwise shown. RETAINING WALL DETAIL WALL N17, 150 CU 08224 R-3 EA OE4501 206-819 a �Ln w H F- 0 rr X--- n n W w Y > CU o z 0 a n w o ►: Form( Texts Conc barrier ( Type 60D) (Mod) ( See Sheet RW -2 For Details) r UHMLV HCLItr i tx i UKr. Dul f 11=1 BEGIN / END WALL DETAIL No Sca I e !.� RWLOL ' I 50 RWLOL ' 50 342 i 25 max —- I relief Deta i I ed N-- I Dimension "-"; ,- " � Reinf 11 Cir I I I i I , I f ' LIMITS OF PAYMENT FOR (See Note) No Scale FORMED RELIEF TEXTURE RELATIVE BORDER SCALE 0 20 40 60 80 IS IN MILLIMETERS I I I I I i I I I USERNAME=>JHOFERT DGN FILE=>4256_RWO3.dgn e tris 1 DIST COUNTY I ROUTE KILOMETER POST ISHEETI TOTAL TOTAL PROJECT No. SHEETS 8 Riv 15 4806/4903 159 178 AACD.;v 4/26/11 QVpFESSION RE R 'D CIVIL ENGINEER DATE 4 April 28, 2011 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 IQ V IMOTHY T. c �; HAILS z u No. 72109 M Xp. 6130112 s� CIVIL P 9TF OF CAL IV RBF CONSULTING COUNTY OF RIVERSIDE 3300 E. GUASTI RD,STE 100 4080 LEMON STREET ONTARIO, CA 91761 RIVERSIDE, CA 92501 NOTE Formed Relief Texture shall be River Rock Scott System (or approved equal) with stones up to 203 mm wide. All dimensions are in millimeters unless otherwise shown. RETAINING WALL DETAIL WALL N17, 150 CU 08224 R-3 EA OE4501 206-819 a �Ln Type 7 ( Mod) Ret Wa I Length = 18.489 Cable tB1 1-4 Railing Total Length of RW No.56EO01 3 = 104.130 (Measured along WaII LOL) Tieback Retaining Wall Length = 70.951 Exist— Route 15 tsr No E 56-676 Type 7 (Mod) Ret Wall Length = 14.690 Exist OG behind wa I I Br No 56-6768 See Note 1 Exist 2438mm x a /---' 1 829mm RCB See Note 1---� FG behind wa I I FG along face of wall C Datum Elevation 347.00 13+40 14+00 ELEVATION - RETAINING WALL No.56E0013 Horiz Scale: 1:400 Vert Scale: 1:200 Total Length of RW No.56EO01 4 = 1 25.1 92 (Measured along Wa I I LOL) Cable Railing 1311-4 See Note 1 Datum Elevation 34 7.00 Exist — FG behind Br No wa I I 56-676L Tieback Retaining Wall Lenqth = 1 25.1 92 � Route 15 FG along face of wall "--OG behind wall 14+60 Exist Br No 56-676R 14+4O 1 5+00 1 5+60 MIRROR ELEVATION - RETAINING WALL No -.56E0014 Horiz Scale. 10400 Vert Scale: 1:200 Bea i n RW No. 56EO01 3 Sta. 13+45.833 LOL= "ITT" Line 5+45.833 12.600 Lt to Wa I I LOL "ITT" Line 5+44.556 17.400 Rt to Wa I i LOL The contractor shall verify all controlling field dimensions before ordering or fabr i cat i ng any materia BY DESIGN 74,� eo) ( - J._Mosquera DESIGN OVERSIGHT ert ZeZoff DETAILS ®,r J. Saldana 5 � I I I( CIUANTITIES BY SIGN OFF DATE M. Strahota DESIGN GENERAL PLAN SHEET (METRIC) (REV.6/21/04) CHECKED S. McCauley CHECKED J. Mosquera CHECKED J. Mosquera PLAN Scale: 1:400 LOAD FACTOR DESIGN LAYOUT SPECIFICATION'. See Note 1 Sta. 14+49.963 LOL "ITT" Line 6+50.755 12-600 Lt to WaI I LOL - Exist RCP etric DIST COUNTY ROUTE KILOMETERPOST SHEET TOTAL TOTAL PROJECT No SHEETS 08 R i v 15 1 48.6/49.3 1601 178 V. (). I y 08/06/09 Q®FESSIoN. REGISTERED CIV L ENGINEER �o q� V . J . Fy MOSQUERA' z rn PLANS APPROVAL DATE a No. 51049 Exp,9/30/11 � The State of California or its officers or agents it shall not be responsible for the accuracy or sTq CIVIL tiP canpleteness of electronic copies of this plan sheet. � OF CALIF RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 COUNTY OF RIVERSIDE 4080 LEMON ST. RIVERSIDE, CA 92501 CURVE DATA NO. R A T L 01 270.000 m 31014'43" 75.501 m 147.240 m (D1219.202 m 30007"29" 328.107 m 641.027 m 3 257.400 m 03035'5011 8.083 m 16.161 m 04 287.400 m 07009`58 11 17.997 m 1 35.946 m I T,71 " .L" ne ---------------- ................"ITT2" Line End RW N0.56EO014 ITT Line 6+67.572 Sta 15+69.748 LOL l ---------- -- -- Denotes existing structure Exist 2438mm x - - 1829mm RCB NOTES: 1. Ends of each wall will be terminated with a Type "D" (Modified) Return Wall per Std Plan 133-8. BC_ RW No.56EO014 17.400 Rt to WGI I LOL Sta. 15+33.802 LOL "ITT" Line 6+33.802 17.400 Rt to Wall LOL LIVE LOADING: HS20-44 AND ALTERNATIVE - BRIDGE NO. AND PERMIT DESIGN LOAD PREPARED FOR THE IND I Jessica Mosquera 56-0676 L/R BY K. Michalski CHECKS J. Mosquera STATE UF CALIF 0 R N I A PROJECT ENGINEER KILOMETER POST PLANS AND SPECS DEPA. RTMENT OF TRANSPORTATION 48.9 COMPARED J . Mosquera BY J . Mosquera ORIGINAL SCALE IN MILLIMETERS 11111 1 CU 08224 DISREGARD PRINTS BEARING FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 100 Cr A OE4501 EARLIER REVISION DATES --mm. FILE => 4256-a-gp01odgn ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN ,N TRUCK TRAIL GENERAL PLAN REVISION DATES (PRELIMINARY STAGE ONLY) =07 1 06 07112.16=071 02 6i' 08 1 051-W09107/01/09 0 J LTJ Q U C F-) NO. 1 Ld a SHEET OF z D 7:91 19 Cn 206-020 "Indian Truck Trai I" ! ("ITT" Line) I I Exist Abut --� 1 2 ° 600 1 - -------------—--—--—-----------—--------------—--—--—--—-- — -- ------ -- — -- -�_-------______-------------------------------------------- Exist P/S Conc Box e ----------------------------------------------------------------------- e Girder e e j I j Br No , 56-676 R/L I 'o RW LOL ! ! r----------1 -------- -----------------------_ 3°81 I I B3-9 e. OG/FG Exist Bridge 1-1 i J-! Cable Abutment•ng 1.5 j Rai I I e e Formed Relief ` a III Texture Exist PC/PS :New C: Conc Piling • Slope x °''r' Conc Barrier Paving M Type 60D (Mod) Gutter BO -3 B3-8 B3-9 B1 1-47 LEGEND: Tiebacks o _z Lv re a� (3) OG Shotcrete ---- ------ - CIP Conc 100 or 300 (Facing) See Note 2 (TyP) Exist slo Bayin under r i dg6 to be removed d Length M i crop i t es where unbonde noted on plans th See Note Bonded Len9 TVD1f A I 01=f*TIf1K1 AV 1=Y1CT111,1f= RDlr%f3 RETAINING WALL NO. 56EO013 No Scale LANS DATED JULY, 2004 'ITH REVISIONS) BRIDGE DETAILS RW DETAILS N0°1 RW DETAILS NO. 2 CABLE RAILING Denotes Existing Structure NOTES: 1 . For min unbonded length see "RETAINING WALL LAYOUT" sheets. 2. For angle of tieback for wall 56EO013, see "RETAINING WALL LAYOUT" sheets. 3. For elevation see "RETAINING WALL NO. 56EO01 3 LAYOUT NO. 1" and 'RETAINING WALL NO.56EO013 LAYOUT NO. 2 4. For elevation see "RETAINING WALL NO. 56EO014 LAYOUT NO. 1" an "RETAINING WALL NO. 56E0014 LAYOUT NO. 2". The contractor shall verify all controlling field dimensions before ordering or fabricating any materia UD Robert Zezoff oDESIGN OVERSIGHT o SIS' I( } SIGN OFF DATE 0 DESIGN DETAIL SHEET (METRIC) (REV. 3/1/98) FILE => $FILE$ I "Indian Truck Trail" Vuric I �"ITT" Line) A f% !� �_ Ex i st Abut Exist F Conc B( Girder Gutter B3-9 B1 1-4 ----------------------------—--—--—--—--—--—--—--—--—---- - — -- - - — -- — — -- — -- — -- — -- — -- — - - — _ _ — -- — —- — -- — -- — -- — -- I e ------------ ----—--—--—-----i-;-------—--—--—--—--—--—--—--—--—-- — -- — -I e e I Br No i 56-676 R/L I e e j ! e• s• RW LOL --------- I - --------- ----------- --. I I �• /- 4°732 ± ' e I e e I e o• DISTI COUNTY I ROUTE IN i L.vmr_ i rre rv� i nI-I- i i v IP - TOTAL PROJECT No SHEETS 08 R i v 15 1 48.6/49. 3 1 161 178 V. V• V �V v .� 08/06/09 REGISTERED CIV)L ENGINEER o QR°FESStaNq� MOSQUERA rn �. z NO. 51049 PLANS APPROVAL DATE 9/30/11' The State of California or its officers or agents` Exp. 9/30/1 not be responsible for the accuracy or sTq CIVIL tiP coWleteness of electronic copies of this plan sheet. of CALiF RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 COUNTY OF RIVERSIDE 4080 LEMON ST. RIVERSIDE, CA 92501 INDEX TO PLANS OG/FG j �- SHEET No. I 1 �l-i"� -Exist Bridge _ _ Abutment 1 ° 1 .5 I""1 ' - I __ 2. e I'I 3. Formed Re I i of ' I 4° Texture c Exist PC/PS 5. a �New Conc Piling Todof X. 6°lope® sidewalk + --Paving 7° �,_� 0 G LSI • o a o v) ------------ (n s CIP Conc (Facing Shotcrete Tiebacks 10" (TYP) Unb onded See N®f Length e 1 Bonded Length TYPICAL SECTION AT EXISTING BRIDGE RETAINING WALL NO. 56EO014 No Scale RETAINING WALL LOCATION DESCRIPTION QUANTITIES Specification: GENERAL PLAN NO. 2 INDIAN TRUCK TRAIL UC RETAINING WALLS N0° 56EO013 AND NO.56E0014 STRUCTURE EXCAVATION (RETAINING WALL) 245 M3 STRUCTURE EXCAVATION (TIEBACK WALL) 371 M3 STRUCTURE BACKFILL (RETAINING WALL) 138 M3 STRUCTURE BACKFILL (TIEBACK WALL) 32 M3 MICROPILES 12 EA TIEBACK ANCHOR 145 EA STRUCTURAL CONCRETE (RETAINING WALL) 179 M3 FORMED RELIEF TEXTURE 306 M2 BAR REINFORCING STEEL (RETAINING WALL) 469300 KG SHOTCRETE 176 M3 GEOCOMPOSITE DRAIN 415 M2 SLOPE PAVING (CONCRETE) 46 M3 MINOR CONCRETE (GUTTER) 230 M CABLE RAILING 230 M 8. 9. 10. 11. 12. 13° 14. 15® 16. 17° 18° 19. TITLE GENERAL NOTES - TIEBACK WALLS GENERAL PLAN NOo 1 Specification: GENERAL PLAN NO. 2 FOUNDATION PLAN Loading: Dead Load and Live Load: TIEBACK ANCHOR LAYOUT Active earth pressure MICROPILE DETAILS Exist i ng Abutment Piles Surcharge RETAINING WALL CONSTRUCTION SEQUENCE RETAINING WALL No. 56EO013 LAYOUT No. 1 RETAINING WALL No. 56EO013 LAYOUT No. 2 RETAINING WALL No. 56EO014 LAYOUT No. 1 RETAINING WALL No. 56EO014 LAYOUT No. 2 TIEBACK WALL DETAILS No. 1 TIEBACK WALL DETAILS No. 2 Shotcrete: TIEBACK WALL DETAILS No. 3 TIEBACK WALL DETAILS No. 4 Reinforced Concrete fc' = 22 MPa Compressive Strength of concrete at 28 days RETAINING WALL TYPE 7 (MOD) SLOPE PAVING DETAILS Prestressing Steel: LOG OF TEST BORINGS NO. 1 OF 3 LOG OF TEST BORINGS NO. 2 OF 3 LOG OF TEST BORINGS NO. 3 OF 3 DESIGN BY J. Mosques CHECKED S • McCauley PREPARED FOR THE BRIDGE No. Jessica Mosquera INDIAN TRUCK TRAIL UC DETAILS BY J • Sa I dans CHECKED J. Mosques STATE OF CALIFORNIA - PROJECT ENGINEER ILOMETER POST QUANTITIES BY M. Strahota CHECKED J. Mosquera DEPARTMENT OF TRANSPORTATION 48.9 GENERAL. PLAN NO. 2 1111111111111111 TIM11-11111111111 ORIGINAL SCALE IN MILLIMETERS 11111111111111111 CU 08224 DISREGARD PRINTS BEARING REVISION GATES (PRELIMINARY STAGE ONLY) SHEET DATE PLOTTED = > $DATE $ FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 100 1 EA OE 4 501 EARLIER REVISION DATES 01- -07 06- -07 12- -07 02 /08 1 05 /09 1 07/ /09 04/25/11 2 FILE => 4256-a-gpO2edgn Cn m C 206-821 GENERAL NOTES - TIEBACK WALLS Specification: Br i g, e Design Spec i f i cat i orfs April 200Q 2000 AASHTO with InterIms and rev I s i ons by Caltrans) Loading: Dead Load and Live Load: Active earth pressure Exist i ng Abutment Piles Surcharge Seismic Pressure Soil Parameters: ( For detei nat ion of lateral earth pressures) Z= 25 3 6c = 14.4 kkPa Allowable Bearing Pressure = 119.7 kPa Shotcrete: fc' = 28 MPa Compressive Strength of concrete at 28 days f = 420 MPa Y I e I d Strength of reinforcement Reinforced Concrete fc' = 22 MPa Compressive Strength of concrete at 28 days Fac1n ( CIP Poncrete)- v fy 420 MPa Yield Strength of reinforcement Prestressing Steel: Bars - ASTM A722 Type II (fpu = 1035 MPa) Strands - ASTM A416 (f pu =1 860 MPa ) T= Design Force per Tieback (kN See retaining wa I I layout sheets CONTRACT° i ` c.c.Lt — As min = Minimum cross section area of pre tress i ng Steel in Tieback Tendon ( Square mm y As min = 1 °5T °75fpu fpu = Minimum Tensile Strength of Prestressing Steel T I ebacks to be designed for corrosive soil conditions. Structural Steel: fy = 248 MPa ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN DESIGN BY J. Mosques CHECKED S • McCauley PREPARED FOR THE BRIDGE No. Jessica Mosquera INDIAN TRUCK TRAIL UC DETAILS BY J • Sa I dans CHECKED J. Mosques STATE OF CALIFORNIA - PROJECT ENGINEER ILOMETER POST QUANTITIES BY M. Strahota CHECKED J. Mosquera DEPARTMENT OF TRANSPORTATION 48.9 GENERAL. PLAN NO. 2 1111111111111111 TIM11-11111111111 ORIGINAL SCALE IN MILLIMETERS 11111111111111111 CU 08224 DISREGARD PRINTS BEARING REVISION GATES (PRELIMINARY STAGE ONLY) SHEET DATE PLOTTED = > $DATE $ FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 100 1 EA OE 4 501 EARLIER REVISION DATES 01- -07 06- -07 12- -07 02 /08 1 05 /09 1 07/ /09 04/25/11 2 FILE => 4256-a-gpO2edgn Cn m C 206-821 W o) 4 0 NI -1J O a ON ko Ir 0a - CL a WARNING: The contractor all I be aware Of the existing underground EDISON I i ne near RW 56E0014 ° Contractor shall work with extreme care near the 12 kv line. SOUTHERN CALIFORNIA EDISON must be notified prior to start of construction of wall. I I O '� _I JN J O O � O� ,�o00� �_1,,<,- CURVE DATA NO. R ® T - L 0 270°000 m 31014'43 " 75°501 m 147.240 m Q.1219.202 m 30007"29"328.107 m 641.027 m Q3 257°400 m 03035"50" 8°083 m 16.1 61 m V 287°400 m 07°09'5811 17.997 m 35°946 m rh -0 0 -' Exist 2438 x 1 829 o rn � _ �_ _ j .; Ln o ,Oil II ® RCB ° See Note 2 0 o''r' "' � J O�JM o --1N LIJ�+ O NMr� O 0 -on- -®N-1.1.1. �-1- II ° iLr_ + O ._j W Jam- 0JM- In T(VL9.1-z' i ° Ih :T3 - f` p 3 p ° F_ -=-� x1st 610mm% r o N �- �:c rn O: I`r) N O C J N ,O Q CD r' cfl �' • ® r� %C 1 Z J D I'a S P _ c _,- �' M N ° °`:S 1. dam+ O Ute+ O1.1.% J /�v+•- 1/ 0 1 1.\ s ' z 1- Lr) n Route 1 5 - �- u� c � ^` 10 ° C'�- O W W F- A L I n e 1- ° ( ) ° O1. U CV o- e Q I1 II i,_ r Q%' 1.o Ir o See RW NO° 56EO013 LAYOUT n m`"- 1-• c= -r 1.C c - o c= o O -�' 1.•_•_ °% T-�� ° sheets for bottom Of wa I I -�1. 11 I. �./ i 1.cr,° V, ° T-- O a)a)+_ N ca�-I-�N elevations o I .. , V)_ m V)_*It ° 21. �1.- N`-1. . •. W 1�.1 �; i. t.::.. :\ ;:.. r• 'r o`� • , •r' b-.. `,Ex st 'RCI? `. . .. . " 11Ex'Lst RCP -- . '. .1. . . .;..- ...., • Icropl•• es r..... .............. :. See t ;, :.....-.... North Abutme nt X .; " .. O e �::: 1.:._'.'. .1. .... .. .... -- •- ..1....... ... ... .. ....r.:.:..:,:...... - - -- -- -- - -- - - - ---- ........ ......................... -.- -. - -- ---_ -- .. - .__-..- .._. ..............::.: ..... VAI �_ - i- -- -- - -- --= -------- ......... . . .::,. , , - , --"'- ' a , a _ s 3 a ....... .... , : :ti c1. - - - - ... F.. : : ..... ..:........,........... .. ......... \� 0 A' � 1f , . .... 61 ..... N 50 5 8. E 4+0 1., 1 0\'. °: I 4; ,. Wa I I L L, _ - - - - --... % 1. ..-.. �' 351 ° 455 351 °024 . ...... • B 56- : 1. % % • �'. �: �' xis . 11% . r No 67�R ..•- '. -- ---"1. . <:. • , : \ i ti i .• . 6+0; ',�% n g e -' ... .. I 1��,___1111 ------ ". ( ec t r .._I.-'- '-'---.... 111' I nd an Truck Tra I I ". ree i l ght I ng cond�rl t Ex I st t ( ITT L I ne) ..• ` 5 676E I st I g SBC PACS I I ne :' : ; - / 1. .--- , . , • . • , . Br NO 6 EL:L : .• .. • . ,1. �., ., \ :. : ` : -'" -------"------- % % • :. , ."--- -- ........ .... ........ -.. ........................ ..... ................... .--" . .. . �`: 1. 1..-1_1 . .................... 1... .... ......... ..._ ....... ......... ... .._.... 1 1 ;. ... __. �'.'I. \`' :::. % .. . :r..: .1. A L I no 1 73 30° 768 POC :�;" ..�:.: e (� 778 POT :........:::.:,,:.::1;1 ITT n - 6 8 ::�,,., ",... Li I% �•. `.. % .... %- .• - .. \ ... -..... .... ... :'' % 1. .... . -' a I 0L _ .. _ _ - ____ <': N61:° 50'58:.." •:1.5+00 �:, __ - .. 1. - . - ----- - "" , a ..... -.- - • ... �::. - ......... N .,,. +I..... - - - - - - - - - - - - - - - - - - \, .. . ........... 4•. \. J --L. -- ---- -- ---- - - -- -- --- ---- --- - -- -- - d" Lo O -- _ ..... ::::: :: t� - - ° J 00 -'" .-' .. wJ - ......................... . Lv 0W co 11 1. ° 0' J ..Zr O South Abutment1. ...� . M 4- I. I. L\ O : ` Q0 Cr '� O 00 : `•: `.1 �' Ex i ls.t i ng undergroubd oz c 1 Z i 7 i : O r� ® • + o "'1. SC EDI;QN 1 2 kv I I ne o O Ly + O C = o'1.1.1.% l1.1.1. Com~ o Lo o O �rY a)+-y� CO cn= co Z._ . ..r� . CONTRACT ., m cn �Al. 0111111K -- See "RW No. 56EO014 LAYOUT" sheets for bottom of wa I I elevations RETAINING WALL NO. 56EO013 AND 56E0014 FOUNDATION PLAN Scale: 1:200 DIST COUNTY ROUTE POST MILES SHEET 'TOTAL TOTAL PROJECT No 08 1 R i v 1 15 1 48.6/49.3 I 1621 178 REGISTERED CIV L ENGINEER DATE �o @\kOFESSIpH4` V.J. Fy MOSQUERA z PLANS APPROVAL DATE a No• 51049 z The State of Col ifornia or its officers or agents ins CIVIL Exp.9/30/1 1 shall not be responsible for the accuracy or Tq of o��tiP completeness of electronic copies of this plan sheet. CALIF RBF CONSULTING 14725 ALTON PARKWAY IRVINE , CA 9261 8 COUNTY OF RIVERSIDE 4080 LEMON ST. RIV RSIDE, CA 92501 NOTES: 1° o The h contractor shall locate all bridge I I I n t piling, RC Box and u IIItIesP rlor to tieback installation. Tiebacks shall • maintain a minimum 300mm clear to existing P g abutment piles. es ° En I neer shall be not I f ed of an potential tial conf I Ices . • • y requ I r l ng rev I s I ons to t I aback anchor s ac i n s r i or to p tieback installation. g p 2. Contractor to work with extreme care in installing tIebacks° See "Tieback Anchor Layout'' sheet. 3° For m i crop i l e layout see M I crop I l e Details" sheet. LEGEND XXX2x Denotes bottom Of footing elevation -------- Denotes existing construction Denotes existing bridge piling in g P g G Ps Denotes Micro I I es BEN HMAR C K E I evat i ons as shown hereon are in terms of the National Geodetic Vertical Datum Of 1929 based locally upon the following Caltrans Bench Marks Name NGVD 29 E I v ° (m) Accuracy 58-B-77 356°736 Found 0°05 meter Brass Cap, Stamped "Calif. Div. of Hwys° 58-B-7711, located 167.6 meters souther I y of the Northbound Gore point and 24.4 meters easter I y Of the edge Of pavement of the Northbound Ramp, next to the angle point of a 1 ° 8 meter chain I i nk fence, Down 0 ° 2 meters ° he all I ver I fy all controlling • contractor Sh field d l mens I ons before ordering or f abr i cat 1 ng any material ALL DIMENSIQNS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN w d 0 BRIDGE NO. � VFIELD : VERT . DATUM NAVD88 HC)RZ .DATUM CCS83 DESIGN BY J . Mosquera CHECKED S . Mccau I ey PREPARED FOR THE J Robert Zezof GRAMMETRY AS OF: ALIGNMENT TIES _ JeSS ICa Mosquera 56-0676 L/R INDIAN TRUCK TRAIL UC DESIGN OVERSIGHT DETAILS STATE OF CALIFORNIA YED BY DRAFTED ®Y BY J . Sa I done CHECKED J . Mosquera PROJECT ENGINEER POST MILE ,, ,� 8Y BY QUANTITIES BY CHECKED SIGN FF DATE d I I t ( CHECKED CHECKED M. Strahota J. Mosquera DEPARTMENT OF TRANSPORTATION 48.9 FOUNDATION N D A T I 0 N PLAN � - �UNDATION PLAN SHEET (ENGLISH) (REV. 2-25-05) DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET Of OR I G I NQL SCALE I N INCHES C U 1 2208 1az- FOR REDUCED PLANS D I 2 3 IE A OA9700 EARLIER REVISION DATES 06- -07 12- -07 02 /08 051W091071'01 /09 3 1 9 W FILE => 4256-c-fnd01 e dgn 2.06-922 NOTES: 1 . Contractor to work with extreme care in i nsta I I i ngtiebacks to avoid conflict with RCB, existing abutment piles and existing nearby storm drains. For additional notes, see "FOUNDATION PLAN" sheet. Also see tieback schedules and notes for each wa I I on Retaining Wal I Layout sheets. 2. Bonded lengths to be determined by contractor. Total tieback lengths shown were estimated using a min bonded hole dia of 255mm. 3. All utilities not shown. See "FOUNDATION PLAN" 4. Only tz Wal 156E 12 kv Edison Line i 10 Thel contractor shall verify a1I controlling } field dimensions before ordering or fabricating any material 0 a U Robert ZezoffILL h. V DESIGN OVERSIGHT O C-12 I ►I SIGN OFF DATE v v DESIGN DETAIL SHEET (METRIC) (REV. 3/1/98) FILE => $FILE$ 100 Tiebacks iOo TiPhncks eti®C DIST COUNTY ROUTEwmr- i U -n rvJ i i ! v I Mi - TOTAL PROJECT No SHEETS 08 R i v 1 5 48.6/49.3 163 178 V. 0-4 y 08/06/09 �oFESSIOH REGISTERED CIV L ENGINEER �Q � 1 �� V.J. Fy co MOSQUERA z rn Wrn PLANS APPROVAL DATE No. 51049 Exp,9/30/11 rhe State of California or its officers or agents shall not be responsible for the accuracy or IS> CIVIL completeness ofelectronic copies of this plan sheet. OF cA�tFo�� RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 (COUNTY OF RIVERSIDE I 4080 LEMON ST. RIVERSIDE, CA 92501 ....................... "w J ff} w J LL LLJ"J .. .. .... w Exist 900mm Storm Dra i n TIEBACK ANCHOR LAYOUT Sca I e: 1 .300 0 _ CV co"Tu I C no. OlknOE-4-504. C.C.A. DATEo -- 0 w 1-- - : o w a ALL DIMENSIONS ARE IN I� MILLIMETERS UNLESS OTHERWISE SHOWN DES I GN BY J . Mosquera CHECKED S. McCauley PREPARED FOR THE BRIDGE NO. Jessica Mosquera CHECKED STATE OF CALIFORNIA 56-°676 L/R J. Mosquera INDIAN TRUCK TRAIL UC CIO DETAILS BY J. Saldan� T I E B A C K A N C H O R L A Y O U T PROJECT ENGINEER ILOMETER POST CHECKED J. Mosquera DEPARTMENT OF TRANSPORTATION 48.9 I I Li QUANTITIES BY M. Strahota a ORIGINAL SCALE IN MILLIMETERS CU 08224 DISREGARD PRINTS BEARING DATE PLOTTED = > DATE FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 100 E A OE 4 501 EARLIER REVISION DATES —�. REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF z 01- -07 06- -01 12- -07 02 /OS 05 /09 07/01 /09 4 1 9 Ld FILE=>4256-c-fndO2.dgn 206 -sz3- .r. . _ - - n - - ... .. ELEVATION AT MICROPILES - RW 56EO013 Sca I e: Hor i z 1: 100 Vert 1 :50 00 Exist abutment M o 1,,- + `+ N -----------------------------------------------------------------------. .. ............................. . . . . . . . . . . . . ----- - cn Pile No. -n n n n n n7n8n (1-b (T) 1 V) --------------------�---------_--------- RW LO Micropile s ac i n 1 .54 1.. 2 Spaces total 12 piles 3.08 = 6.16 Deta i I "A" 4 Spaces 3 Spaces @ 3.08 = 9.24 1.54 = 6.16 25.993 Limits of Micropile Installation S PLAN - RW 56EO013 The contractor shall verify all contro I I i ngSca I e: 1 :100 Lfield dimensions before ordering or fabricating any materia 1.5411.35 NOTES: 1 etric A DIST COUNTY ROUTE KILOMETER POST SHEET TOTAI TOTAL PROJECT No 5HEE1 08 R i v 15 48.6/49. 3 164 178 V. 0-1 08/06/09 REGISTERED CIV)L ENGINEER �o V.J.QROFEHq` ��- J. Fy MOSQUERA. z rn PLANS APPROVAL DATE No. 51049 9/30/11' The State of CalExP, ifornia or its officers or agents shall not be responsible for the accuracy or sTq CIVIL completeness of electronic copies of this plan sheet. of CALIV RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 (COUNTY OF RIVERSIDE I 4080 LEMON ST. RIVERSIDE, CA 9 501 PILE DATA TABLE - MICROPILES AT RW 56EO013 Pile No. Pile Type Des i gn Load i ng (kN Nom inal Compres i on (kN) Tension (kN) Cut -Off E I ev (m) Design Tip E I ev (m) Specified Tip E I ev (m) 1 8" Dia Micropile 1 75 350 0 352.272 342.00 342.00 2 8" Dia Micropile 175 350 0 352.248 342.00 342.00 3 8" Dia Micropile 175 35,0 0 352.198 342.00 342.00 4 8" Dia Micropile 175 350 0 352.149 342.00 342.00 5 8" Dia Micropile 175 350 0 352.125 342.00 342.00 6 8" Dia Micropile 175 350 0 352.100 342000 342.00 7 8" Dia Micropile 1 75 350 0 352.075 342.00 342.00 8 8" Dia Micropile 1 75 350 0 352.050 342.00 34.2.00 9 8" Dia Micropile 1 75 350 0 352.002 342.00 342.00 10 8" Dia Micropile 1 75 350 0 351.966 342.00 342.00 11 8" Dia Micropile 1 75 350 0 351.930 342.00 342.00 12 8" Dia M i crop i I e 1 75 350 0 351.912 342.00 342.00 CL Micropile 1. Bar reinforcement shall be centered in pile 2. For location of elevation and pIan at m i crop i I es shown on this sheet see "FOUNDATION PLAN" sheet. CONTRACT C%C R.E. MANE -0 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN 9 BY CHECKED BRIDGE NO. w Robert Zezof f,,,± 7, DESIGN J . Mosquera S. McCauley PREPARED FOR THE q _ INDIAN TRUCK TRAIL UC CM OVERSIGHT BY CHECKED Jessica Mos uera 56 0676 L/R DETAILS J, Seldane J. Mosquera STATE OF CALIFORNIA .- DESIGN PROJECT ENGINEER ILOMETER POST vI I 1 QUANTITIES BY M. Strahota CHECKED J J. Mos uera DEPARTMENT OF TRANSPORTATION 48 , 9 MICR 0 P I L E DETAILS } SIGN OFF DATE q DESIGN DETAIL SHEET (METRIC) (REV. 3/I/9B)- _j a 11111111111111111111 REVISION DATES' (PRELIMINARY STAGE ONLY) SHEET OF ORIGINAL SCALE IN MILLIMETERS CU 08224 DISREGARD PRINTS BEARING x FILE => $FILE $ DATE PLOTTED => $DATE $ FOR REDUCED PLANS 0 10 20 30 40 50 60 70 SO 90 100 EA OE 4 501 EARLIER REVISION DATES Ot - -07 06 -07[�-07[02j�/0812L/09107/01/0911 11 T rj 1 19 FILE => 4256-c-fndO3.dgn 20(x - 82% LV J L� LU LL J IL LLJ Q 0 RW LOL I i I 16110 e . Top of slope e I I OG/FG —,,-'' r I Exist abut -�_ footing - - 17, - e � - ' I I I I I RW LOL-! Top of Wa I I I SEQUENCE OF WALL CONSTRUCTION O1 Excavate. for top lift 2� InstaIl m i crop i l e where noted on plans 2� Install top tieback & shotcrete top lift O3 Stress top tieback O4 Excavate for bottom lift Install bottom tieback & shotcrete bottom lift O6 Stress bottom lift �7 BuiId top portion of cast -in-place wall and 150 mm facing O8 Backfill to FG t _ Top of slope FG -' ! ! Exist abut ' e foot l ng - e li Ilk A etric ' I I RW LOL OG /F G I - I I Exist abut s - i footing " 1- 0 G -- I I :nff RW LOL -i y J DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEET`, 08 R i v 15 48.6/49.3 165 178 /V. . Vjoot�k,-, 08/06/09 REGISTERED CIV)'L ENGIN€ER Q? -,.Of 4.0 V.J. Fy MOSQUERA. z rn PLANS APPROVAL DATE No. 51049 Exp.9/30/1 1 The State of California or its officers or agents s CI V I L shall not be responsible for the accuracy or q ti completeness of electronic copies of this plan sheet. � OF CALIF RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 (COUNTY OF RIVERSIDE I 4080 LEMON ST. RIVERSIDE, CA 92501 SEQUENCE OF WALL CONSTRUCTION FG- - A I Exist abut �.-�. foot i ng r ii MmZ 01 Excavate and create temporary slope 1 :1 �2 Inst: I I tieback & shotcrete I if t 03 Stress tieback 04 Bu i I d top portion of cast- i n -p l ace wa and 150 mm facing (DBackfill to FG WALL WITH 2 TIEBACK: Scale. 1:50 The contractor shall verify all controlling field dimensions before ordering or fabricating any materia Robert Zezoff p DESIGN OVERSIGHT v SIG- N OFF _DATE_ 4 v v' DESIGN DETAIL SHEET (METRIC) (REV. 3/1/98) •• FILE => $FILE$ DESIGN BY J. Mosquera DETAILS BY,J J. Sa I dans QUANTITIES BY M. Strahota DATE PLOTTED => $DATE$ WITH 1 TIEBACK Scale: 1:50 PREPARED FOR THE Jessica Mosquera STATE OF CALIFORNIA PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION CU 08224 10 20 30 40 50 60 70 80 90 100 EA OE4501 FILE=>4256-d-rtw-seq.dgn Top Row 3o° rlEBACes AS—SU/L T ELE VAT/OA1S' CHECKED S. McCauley 19 CHECKED J. Mosquera 353.0`55 CHECKED 352-935 22 J. Mosquera ORIGINAL SCALE IN MILLIMETERS FOR REDUCED PLANS 0 WITH 1 TIEBACK Scale: 1:50 PREPARED FOR THE Jessica Mosquera STATE OF CALIFORNIA PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION CU 08224 10 20 30 40 50 60 70 80 90 100 EA OE4501 FILE=>4256-d-rtw-seq.dgn Top Row 3o° rlEBACes AS—SU/L T ELE VAT/OA1S' TIEBACK NO. ELEV (8) 19 352-991 20 353.0`55 21 352-935 22 352.895 Z3 362-637 24 352.9o8 25 362-879 26 352.871 27 .52.828 28 352-721 29 .352. 785 30 352.832 31 352.802 32 352.812 33 352.761 34 352. 741 35 351..1.16 /VOTE : 1 FOR „ r/E6 4CK NUMBERS SEE FL E VA r10A1 OM RET )VAL.L N0.56E0013 L AYOUr MO. 2'l -SHEET, S NO 53 .r TO NOL riE8�1CK LEGEND:70.61 ER PL w: -------- ---- Denotes Existing Construction ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN BRIDGE NO. INDIAN TRUCK TRAIL 6-0676 L/R LOMETER POSTR W 48.9 DISREGARD PRINTS BEARING EARLIER REVISION DATES m UC CONSTRUCTION SEQUENCE REVISION DATES (FfR§,-IMINARY STAGE ONLY) SHEET - -0 006- 07 12- -07 1 02 Wf 05 /09 07/01/09 6 w a 0 206 - 225 18.489 m TVDe 7 (Mod) Ret Wall Datum E l ev 347.000 LX 1 5T b I V 1T11T1 uz)r v" behind wa I I a Footing roLr) step B3-8 1- Tieback Type G1 0=161 l — Exist RCP 11 T i e�ocks Typiej B2 13+80 �lllli���Si""ell®1�J NOTES 1. The contractor shall locate all bridge piling prior to Tieback installation, See notes on "FOUNDATION PLAN" ELEVATION 2. For typical sections see "GENERAL PLAN NO. 2" sheet, Hor i z Scale 1:100 "TIEBACK WALL DETAILS NO. 1 " sheet, and "TIEBACK Vert Scale 1:50 WALL DETAILS NO. 2 sheet. 3. For weephole details see "TIEBACK WALL DETAILS NO. 2" sheet. . Weepho I es at 3.00m Typ. Provide weakened plane joint in Type 7 (Mod) indicated, Ret Wall where n Gated, for see BO -3, 3-2. 4. Gutter outlet through return wa I I. See 83-9 "Plan -Continuous Existing 610mm CSPWall" for gutter outlet deta i 1 1 . 13 Spaces @.1.56± ....... North abutment w ... . Piling (Typ) .-- -_� existing • piles. Ln --. Left Bridge. Tieback .... Anchors (Typ) I i I-15 = "A" Line —� 7 Tiebacks Type D2j I ces (a- 2200 = 11 000 2204 T=13UU 14+00 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 R i v 15 1 48.6/49.3 1661 178 etriC V a. h.Q/�(G� 08/06/09 REGISTERED CIV)L ENGINEER 9 Q�OpESS10HgC V. J. Fy MOSQUERA z rrnn PLANS APPROVAL DATE � No. 51049 EXP,9/30/1 1 The State of California or its officers or agents* sT CIVIL shall not be responsible for the accuracy or q completeness of electronic copies of this plan sheet. OF CALIF J _X O J RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 COUNTY OF RIVERSIDE 4080 LEMON ST. RIVERSIDE, CA 9250 LEGEND + Denotes Tieback Anchor TF Denotes Top of Foot i'ng TW Denotes Top of Wall S Denotes Slope ---— Denotes V I Y = Vertical Y 196 Top and Bottom Tieback 00Ln - RW LOL Stations 09 Denotes Elevation ~ 140 Ret Wall Gutter M 100 Y) In outlet through C91 E1 — ro barrier 0,;I - d - E2 30° In a 309 B3-9 B3 -9 r� 7 m 63 95 F2 30° 18.5 m 206 T-ro G1 Datum E l ev 347.000 LX 1 5T b I V 1T11T1 uz)r v" behind wa I I a Footing roLr) step B3-8 1- Tieback Type G1 0=161 l — Exist RCP 11 T i e�ocks Typiej B2 13+80 �lllli���Si""ell®1�J NOTES 1. The contractor shall locate all bridge piling prior to Tieback installation, See notes on "FOUNDATION PLAN" ELEVATION 2. For typical sections see "GENERAL PLAN NO. 2" sheet, Hor i z Scale 1:100 "TIEBACK WALL DETAILS NO. 1 " sheet, and "TIEBACK Vert Scale 1:50 WALL DETAILS NO. 2 sheet. 3. For weephole details see "TIEBACK WALL DETAILS NO. 2" sheet. . Weepho I es at 3.00m Typ. Provide weakened plane joint in Type 7 (Mod) indicated, Ret Wall where n Gated, for see BO -3, 3-2. 4. Gutter outlet through return wa I I. See 83-9 "Plan -Continuous Existing 610mm CSPWall" for gutter outlet deta i 1 1 . 13 Spaces @.1.56± ....... North abutment w ... . Piling (Typ) .-- -_� existing • piles. Ln --. Left Bridge. Tieback .... Anchors (Typ) I i I-15 = "A" Line —� 7 Tiebacks Type D2j I ces (a- 2200 = 11 000 2204 T=13UU 14+00 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 R i v 15 1 48.6/49.3 1661 178 etriC V a. h.Q/�(G� 08/06/09 REGISTERED CIV)L ENGINEER 9 Q�OpESS10HgC V. J. Fy MOSQUERA z rrnn PLANS APPROVAL DATE � No. 51049 EXP,9/30/1 1 The State of California or its officers or agents* sT CIVIL shall not be responsible for the accuracy or q completeness of electronic copies of this plan sheet. OF CALIF J _X O J RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 COUNTY OF RIVERSIDE 4080 LEMON ST. RIVERSIDE, CA 9250 LEGEND + Denotes Tieback Anchor TF Denotes Top of Foot i'ng TW Denotes Top of Wall S Denotes Slope ---— Denotes Wall Const Joint Y = Vertical Distance between 196 Top and Bottom Tieback XX+XX Denotes RW LOL Stations XXX. XX Denotes Elevation RW NO 56E0013 TIEBACK SCHEDULE Type Tieback Angle Min Unbonded Length Forces in Kn Anchor Design Load T Anchor Test Load 1.5T B1 100 6 m 196 294 B2 100 6 m 325 487 C1 100 6 m 140 210 D2 100 6 m 234 351 E1 300 7 m 63 95 E2 30° 7 m 206 309 F1 .30° 7 m 63 95 F2 30° 18.5 m 206 309 G1 10° 6 m 117 176 N "A"" Lin ® `� O ------------------ I ------ ------ ------OLIJ ,. r -.. - 0 - ---- ----------- ---------- -------- ----- C -P a 1` Existing RCP-----_---------------------------------------------------------- v— Notes® c Type D B3- 8 CHECKED J. Mosquera CHECKED J. Mosquera ORIGINAL SCALE IN MILLIMETERS FOR REDUCED PLANS 0 ' Q Unbonded lengths were determined such that the bonded length w i l l be set back 1 .80 m or 5 times v Return Wall the concrete anchor diameter (whichever is greater) 00 clear of the existing abutment piles. For tiebacks near CC the existing reinforced concrete box, unbonded lengths were determined such that the bonded -- --------------------------------------- - - - -- -_ - - _ W portion of the tieback clears the existing reinforced Z concrete box by 1.80 meters or 5 times the concrete } " J anchor diameter (whichever is greater) Bonded length is to be determined by the contractor. Mini mum bonded M length of tiebacks = 4.6 m and the minimum safety PLAN AT FOOTING `.: v1.oT. factor shall be 2.5 .Prestress lock off load shall be ECXA. o Scale 1:100 Gutter outleta_ Q o ( See Note 4) :. o ;. For tiebacks D2 only, the total tieback length [bonded a- The contractor shall verify all controlling + unbonded length] shall be a max of 21.0 m to miss Q field dimensions before ordering or fabricating the RC Box. ALL DIMENSIONS ARE IN any material MILLIMETERS UNLESS OTHERWISE SHOWN I., Robert Zezoff N DESIGN OVERSIGHT s-1m1►� } _ SIGN OFF DATE n DESIGN DETAIL SHEET (METRIC) (REV. 3/1/98) FILE => $FILE$ DESIGN BY J. Mosquera DETAILS BYJ. Saldana QUANTITIES BY M. Strahota DATE PLOTTED => $DATE$ PREPARED FOR THE STATE OF CALIFORNIA Jessica Mosquera PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION CU 08224 10 20 30 40 50 60 70 80 90 100 EA OE4501 FILE => 4256-e-rtw-Iay01edgn 6Ro676LiR INDIAN TRUCK TRAIL UC J LOMETER POST 48eg RETAINING WALL NO.56E0013 LAYOUT NO.1 Ld a REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF Z DISREGARD PRINTS BEARING EARLIER REVISION DATES 101-00'7106- -07 12- -07 02 /08 05 /09 07/01/09 7 1 9 206.026 CHECKED S. McCaul ey CHECKED J. Mosquera CHECKED J. Mosquera ORIGINAL SCALE IN MILLIMETERS FOR REDUCED PLANS 0 PREPARED FOR THE STATE OF CALIFORNIA Jessica Mosquera PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION CU 08224 10 20 30 40 50 60 70 80 90 100 EA OE4501 FILE => 4256-e-rtw-Iay01edgn 6Ro676LiR INDIAN TRUCK TRAIL UC J LOMETER POST 48eg RETAINING WALL NO.56E0013 LAYOUT NO.1 Ld a REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF Z DISREGARD PRINTS BEARING EARLIER REVISION DATES 101-00'7106- -07 12- -07 02 /08 05 /09 07/01/09 7 1 9 206.026 Type D 147 J Denotes Tieback Anchor O Denotes Top of Footing J Denotes Top of Wall S Denotes Slope Cc S=_0.0457 Wall Const Joint Y = Vert i ca I Distance between Top and Bottom Tieback ti Denotes RW LOL Stations O Denotes + � + qe TM o f o � Q Vert Scale 1:50 W 0 .- z Q0 J 14761574 V 1— 1829 RCB :L Tiebacks at 300 angle -------------- ------ ------ ------ ------ ---- --__`____----------- r 583 Exist RCP �- . 14 Tiebacks Type! !E2 i i Tieback 14.690 m Type 7 (Mod) Type F2 Ret Wall -4 -542- =_26 214 7.300 m 7.390 m Weakened Plane BO- 3 111-111=3@6 m "W=2°4 m Spacing 3-2 i 300 Tiebacks ----- - 1'4+09 ° 860 Tieback /lumber, See Note 7 t 354.090 TIN B1 1 -4 ______------ i �'� Cable Rai I ing ------------- 14+25°833 14+35°273 ---------------------------------------------3-53-071-5--T4;- - -, 353.493 TW ------------------ S=-0°0235 _ ----------------- 14+45°941--__ _ ehind OG b_____ 17 T352 6 W --- --- __ wa------ - - - Top of - - - - "" Ret Wa I I Gutter B3 9 + + + +25 26 + +barrier 31 3�, 34,35 0 + +,30 + + +�-- _-_ 00� outlet through 27 28 29 n-0 0 352 1 50 TW b o n- 1' Bottom o wo I I C 1 -Tieback Ty Datum Elev 347°000 C1 Ori r ° r e ------ 14+25.833 ------------- -- --- - _ 30 14+35°273 - FG in front` FG behind 58390 90 3 0 54 065 66 0 350° 520069 0 0 of wa l o -. _ _ wo I o .. a e ` -- S=-0°016 60 6, 62 63 S=-0. + + +6?' 68 + 0117 70 14+35°273 I s -� A - -- - - ------------ - 350 1 80 TF I 14 Tiebacks Type E1 16 Spaces Q 1540 = 24 640 Limits of Y = 1 500 14+20 ° - - - - - - - - - - - - - - -- - ------------------ ----------------- ------ - - - - - - - - r - -i1 1 I I 3 Tiebacks `______ ________________________ ________ — �___� Exist 2438mm all �• �� x 1 829mm RCB Type F1 583 Expansion B3-8 OO �xtk B Joint I I I I I--------------I Weepho I e B0- 3 14+40 3-1 _ I I DIST COUNTY ROUTE1N1 "WMQ 1 GR 1 V.1 1 JTIGL 1 I v I ML - TOTAL PROJECT No SHEETS 08 R i v 15 1 48.6/49. 3 1 167 1 178 V. 0. 08/06/09 REGISTERED CIVIL ENGINEER o QROFESSIO V . J . Fy MOSQUERA. s PLANS APPROVAL DATE rn � No. 51449 9 � EXp,9./30/11 '� e State of California or its officers or o ents s CIVIL all not be responsible for the accuracy or 4 mpleteness of electronic copies of this plan sheets OF CALIF RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 COUNTY OF RIVERSIDE 4080 LEMON ST. RIVERSIDE, CA 92501 LEGEND + Denotes Tieback Anchor TF Denotes Top of Footing TW Denotes Top of Wall S Denotes Slope - - - - - Denotes Wall Const Joint Y = Vert i ca I Distance between Top and Bottom Tieback XX+XX Denotes RW LOL Stations XXX ° XX Denotes E I evat ion -------------- - CHECKED S. McCauley CHECKED J. Mosquera CHECKED J. Mosquera ORIGINAL SCALE IN MILLIMETERS FOR REDUCED PLANS 0 For Tieback Schedule see ELEVATION "Retaining Wall No. 56EO01 3 Layout No. 1" sheet Horiz Scale 1:100 Vert Scale 1:50 Exist' 2438 x 1829 RCB 13 Spaces 1.57+ ........ ...... ..... Exist RCP North abutment existing ..:........ ..... l piles ° Right Bridge :.::.::::.:::----- -- - --------- NOTES: Tieback : ---- (Ty P) (T-P.ling ........ .. : ;:: ..........Anchors :... 1. The contractor shall locate all bridge piling prior ,FOUNDATION ..... :.., toTie Tieback installation, see PLAN". .. , For p ca sec ons see ° 2 F typical sections 2 .......... •...............•...........•......°., ............................... 11 II s et, T EB K W DETAILS N sheet, "TIEBACK ALL ET 0° 1 sheet -------------- - --- ---- '`' - -- -- -- ---- --------- ---- ---- ---- -- - o' B3 8 z Return Wall Type D - d T EBACK WALL DETAILS NO 2' s eet "TIEBACK ° sheet. -F-- Fr__ ----;�--- - -P - _7F- -:,F- -,F --� --� •F (See Note 3 1 Q �'__ __' __ _ ___- ____ __-__-__ __-__ ____ -__- __-- ___-- __-- 4) ° For weephole details see 'TIEBACK WALL � S �� DETAILS NO. 2 sheet. -° =•� 4 G tt W Z N I � The contractor shall verify a l l controlling L f i e I d dimensions before ordering or fabricating cn any materia Robert Zezoff U M o DESIGN OVERSIGHT L _SIGN OFF DATE_ o ' DESIGN DETAIL SHEET (METRIC) (REV. 3/1/98) FILE => $FILE PLAN AT FOOTING Scale: 1:100 DESIGN BY J. Mosquera DETAILS BY J. Sa I dana QUANTITIES BY M. Strahota DATE PLOTTED => $DATE$ ° u t;I out I et through return wa I I ° See B3-9 "Plan -Continuous Wall." for gutter outlet detail. 5° For Type 7 (Mod) Ret Wa I I Deto i I s see "RETAINING WALL TYPE 7 (MOD)" she et. 6° For the wall space between the NB and SB I-159 mark the location of the tiebacks with brass or t FaQ., -A, :::: copper no i I s at the top of the wo] I ° 7 f . Numbered iebociks have cis -buy It @ v4 f l Ons A forces see chor is on RW CONSTRucrIDN ALL DIMENSIONS A RE IN SEG�UEIiIC�''• sh ee f • _ MILLIMETERS UNLESS OTHEW15E SNOWN I _J 0 - 07 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF Z CU 08224 DISREGARD PRINTS BEARING Ld Ld 10 20 30 40 50 60 70 80 90 100 EA OE4501 EARLIER REVISION DATES O1- -07 1O�-07 12- -07[021/08 05 t19 07/01/09 8 1' 9 FILE=>4256-e-rtw-Iay02odgn nom. A.%�. 4cub-oz. ` CHECKED S. McCauley CHECKED J. Mosquera CHECKED J. Mosquera ORIGINAL SCALE IN MILLIMETERS FOR REDUCED PLANS 0 ° u t;I out I et through return wa I I ° See B3-9 "Plan -Continuous Wall." for gutter outlet detail. 5° For Type 7 (Mod) Ret Wa I I Deto i I s see "RETAINING WALL TYPE 7 (MOD)" she et. 6° For the wall space between the NB and SB I-159 mark the location of the tiebacks with brass or t FaQ., -A, :::: copper no i I s at the top of the wo] I ° 7 f . Numbered iebociks have cis -buy It @ v4 f l Ons A forces see chor is on RW CONSTRucrIDN ALL DIMENSIONS A RE IN SEG�UEIiIC�''• sh ee f • _ MILLIMETERS UNLESS OTHEW15E SNOWN I _J 0 - 07 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF Z CU 08224 DISREGARD PRINTS BEARING Ld Ld 10 20 30 40 50 60 70 80 90 100 EA OE4501 EARLIER REVISION DATES O1- -07 1O�-07 12- -07[021/08 05 t19 07/01/09 8 1' 9 FILE=>4256-e-rtw-Iay02odgn nom. A.%�. 4cub-oz. ` C I-15= "A" Line 125.192 m Tieback Wa I I I 16 Tiebacks Type B2 2895 10 Spaces 3124 = 31 240 1 ----- 5 Spaces G 3060 = 11 5 300 n --- ------ ___-----��-1 1 I B1 1-47 i � Cable I ngRet Wal I Gutter(* B outlet through curb i ------------------ I i ---------------- i I ---- ---FG behind -- _------- -------- 15+22°410 wa l1723 353.745 TW 15+54.160 Weepho I es G 3.0 m 351.9B1 TW Type D B3-8 1223 353° yP 085 TW � max typ. See Note 3 3698 I IReturn Wa I I 1, OG behind ---_-----_-__-______-____-- � ,� -,,Level (See Note 4) i waI I----------�=002-08 __ - 36798 _- - ----- - �r --- _------- ___ _ -_- + + -------- -r -=_ _---------- ------------- ------------ -- -----------F �� f t 0oron +0 -------® + +face Of WaI I + + + o + + + c 15+25+833 0 0� X Formed Relief Texture (Typ) Os 0 _350.630------- — �- O� o(��To 000 Q- IC0 Top 2 o N 0_ Q Oo�� + ' + + o aI— V♦ Bottom of v -------------------------------- o S=-0.0096 S=-0 ° 0096 - wa I 1 ---------------------------- -------------------- - ------------------- ---------------------------------- W �---------------------- --O - ---------- -------------------- CS, -- -- °� 15+22°410 1 5+54 ° 160 0 0--� 350.575 J 350°360' 1412 4 Spaces @ 3000 = 12 000 10 Spaces 3124 = 31 240 ° ~ N 3 5 Spaces @,3060 = 15 300 _ C 4 Tiebacks Type Al 15 Tiebacks Type B1 I— Q Reinforcement Limits RW with Reinforcing Limits with 2 Tiebacks 15+69.748 1 Tieback L= 10 412 350°210 Datum E I ev 347.00 15+60 South abutment existing piles° Right Bridge. Tieback Anchors 1 5+4 0 ELEVATION Hor i z Scale 1:100 Vert Scale 1:50 13 Soaces @ 1.59± Piling (Typ) 15+20 t "A" Line DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 R i v 15 1 48.6/49.3 1 1681 178 V. ()- I y j0 V�-M k,,, 08/06/09 �oFEssrO REGISTERED CIV)L ENGINEER CoQ N4` V . J . Fy MOSQUERA rnz rn PLANS APPROVAL DATE a No. 51 p49 The State of California or its officers or agenExP,9/30/1 1 shall not. be responsible for the accuracy or jT4 CIVIL completeness of electronic copies of this plan sheet. ®F CALIF RBF CONSULTING 14725 ALTON PARKWAY IRVINE , CA 92618 (COUNTY OF RIVERSIDE I 4080 LEMON ST. RIVERSIDE, CA 9250 LEGEND + Denotes Tieback Anchor TF Denotes Top of Footing TW Denotes Top of Wall S Denotes Slope ------- Denotes Wall Const Joint Y = Vertical Distance between Top and Bottom Tieback XX+XX Denotes RW LOL Stations XXX. XX Denotes Elevation RW NO 56EO014 294 TIEBACK SCHEDULE Type Tieback Angle Min Unbonded Length Forces in Kn Anchor Design Load T Anchor est Loa 1o5T Al 100 7 m 276 414 B2 100 7 m 325 487 B1 100 7 m 196 294 Notes: Unbonded lengths were determined such that the bonded length will be set back 1.80 m or 5 times the concrete anchor diameter (whichever is greater) clear of the existing abutment piles. For tiebacks near J the existing reinforced concrete box, unbonded O lengths were determined such that the bonded portion of the tieback clears the existing reinforced concrete box by 1.80 meters or 5 times the concrete anchor diameter (whichever is greater) . Bonded length is to be determined by the contractor. Minimum bonded length of tiebacks = 4.6 m and the minimum safety O factor shall be 2.5 .Prestress lock Off load shall be 1.0 T. ® For tiebacks D2 only, the total tieback length [bonded + e unbonded length] sha I I be a max of 21.0 m to miss the '- RC Box. NOTE: 0 Q 1. The contractor shall locate all bridge piling w prior to Tieback installation. See "FOUNDATION PLAN". LO LO 2. For typical sections see GENERAL PLAN NO. 2 sheet, o -A IW . "TIEBACK z 4. — --------------- - 11 1 sheet, an TIEBACK WALL DETAILS NO t d. --------------------- - - �4, z WALL DETAILS NO. 2 sheet. W Robert Zezoff L oDESIGN OVERSIGHT 0 -I of SIGN OFF DATE DESIGN DETAIL SHEET (METRIC) (REV. 3/1/98) FILE => $FILE DESIGN BY J. Mosquera DETAILS BY J. Sa I da'na QUANTITIES BY M. Strahota DATE PLOTTED => $DATE$ PREPARED FOR THE STATE OF CALIFORNIA Jessica Mosquera PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION PllllllllllllllllllllllllfllllCl'llllllllllllllllllllllllllllCl°I11111111IIIIIIIIIIIIIIIIIIIII CU 08224 10 20 30 40 50 60 70 80 90 100 EA OE4501 FILE => 4256-e-rtw-1cy03.dgn BRIDGE NO. INDIAN TRUCK TRAIL UC J 6-0676 L/R LOMETER POST w48.g RETAINING WALL N .56EOO14 LAYOUT N0.1 a REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF Z DISREGARD PRINTS BEARING LU EARLIER REVISION DATES -� O1-<-07 J0K-07[ Z -07 02 /08 05 /09 07/01 /09I I I I 1 9 1 9 V) CHECKED S. McCauley CHECKED J. Mosquera CHECKED J. Mosquera ORIGINAL SCALE IN MILLIMETERS FOR REDUCED PLANS 0 PREPARED FOR THE STATE OF CALIFORNIA Jessica Mosquera PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION PllllllllllllllllllllllllfllllCl'llllllllllllllllllllllllllllCl°I11111111IIIIIIIIIIIIIIIIIIIII CU 08224 10 20 30 40 50 60 70 80 90 100 EA OE4501 FILE => 4256-e-rtw-1cy03.dgn BRIDGE NO. INDIAN TRUCK TRAIL UC J 6-0676 L/R LOMETER POST w48.g RETAINING WALL N .56EOO14 LAYOUT N0.1 a REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF Z DISREGARD PRINTS BEARING LU EARLIER REVISION DATES -� O1-<-07 J0K-07[ Z -07 02 /08 05 /09 07/01 /09I I I I 1 9 1 9 V) 1 25.1 92 m Tieback Wall 18 Tiebacks Type B2 5 Spa P _-------- ____-- �-----i 17 Spa 3110 = 52 870 Q 3060 = -----_-------_----_- - _-_--- 15 302 --( --------- i (--------1----- � � _ , 136-1- 14+85.833 1 36: 14+85.833 14+70°833 14+60.000 68615+,08.230 354.294 TW 354.660 TW 354.925 TW 35!3!.745 TW ! ! L------- -------- _--JL---II 1 \ ' L_----_--__� 1 1 1 -- _ J l` --------------------- 11-47 _ _� _ _ - - - _ - - - - - 1 l (B11-47 1 Cable railing -i ----- S=-0.0245 _ ---------------- — _ it -------- ----- ---=z-�z_-�- -- ------_----------------_--------------- --- - - + +OG --b— e-h I n -d ii;/ -------- ------- � __ ---- +_-_--_----_-- + waI I___--_--_ + FG behind + + + + 00°O° + wa I I+ +60O�oO + + 70.833 _ --_------�—�_- +-�-�-- 4 0 Formed Relief Texture (Typ) 3855 S=_0.0622 Leve 0Co°O °� o ® ---------------------------- --- ZQP-a-�-----14+85.833 351 .750 =_0 30 ---� -- I--_� ==v a o0� a O -----� --- __ 1 5+00.833 s i dewy I k 351 350 S--0 0030 _--- -,------ • -0?0��°57O- 00 Q o Ooo�o 000 351.030 _ --- --- S __0_0160 W Z - ------------- - -- - 1 5+08.230 J 3120 350.802 V N Q 5 Spa 3060 15 300 Datum E I ev 347.000 O J - 5�_0_02------- -- 15+00 13 Spaces 1.58± -------- --- --5— _0°0267------------------------------------------ -�- -------------------------- Bottom of 14+60.000 14+55.8 /V wa I I Wee holes 43 0 m 352.075 352 200 a� 0 I— N 15 Spa G 3110 = 46 650 18 Tiebacks Type B1 Reinforcement Limits RW with 2 Tiebacks P max (Typ), See Note 3 14+80 ELEVATION Horiz Scale 1:100 Vert Scale 1:50 South abutment existing piles. Left Bridge. r • s 14+60 B3-8 Type 11 D 11 Return Wall - (See Note 4) 3100 1 2600 1 2850 4 Tiebacks Ty DIST COUNTY ROUTEN 1 L_WMC 1 CR rvZ)1 anF_r_1 1 MI - TOTAL PROJECT No SHEETS 08 R i v 15 48.6/49.3 169 1 178 V. 0. r y 1 �� 08/06/09 QSOFESSIOh REGISTERED CIV)L ENGINEER ql V . J . Fy y MOSQUERA. z No. 51049 PLANS APPROVAL DATE � Exp.9/30/1 1 The State of California or its officers or agents'` shall not be responsible for the accuracy or srq CIVIL tiP canpleteness of electronic copies of this plan sheet. of CALIF RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 COUNTY OF RIVERSIDE 4080 LEMON ST. RIVERSIDE, CA 92501 354.200 TW Ret Wall Gutter B3-9 outlet through curb 1 :'t -'_14+44.556 ' 35 1 600 LEGEND I 1 r + Denotes Tieback Anchor TF + 0Co°O °� o ® ---------------------------- --- ZQP-a-�-----14+85.833 351 .750 =_0 30 ---� -- I--_� ==v a o0� a O -----� --- __ 1 5+00.833 s i dewy I k 351 350 S--0 0030 _--- -,------ • -0?0��°57O- 00 Q o Ooo�o 000 351.030 _ --- --- S __0_0160 W Z - ------------- - -- - 1 5+08.230 J 3120 350.802 V N Q 5 Spa 3060 15 300 Datum E I ev 347.000 O J - 5�_0_02------- -- 15+00 13 Spaces 1.58± -------- --- --5— _0°0267------------------------------------------ -�- -------------------------- Bottom of 14+60.000 14+55.8 /V wa I I Wee holes 43 0 m 352.075 352 200 a� 0 I— N 15 Spa G 3110 = 46 650 18 Tiebacks Type B1 Reinforcement Limits RW with 2 Tiebacks P max (Typ), See Note 3 14+80 ELEVATION Horiz Scale 1:100 Vert Scale 1:50 South abutment existing piles. Left Bridge. r • s 14+60 B3-8 Type 11 D 11 Return Wall - (See Note 4) 3100 1 2600 1 2850 4 Tiebacks Ty DIST COUNTY ROUTEN 1 L_WMC 1 CR rvZ)1 anF_r_1 1 MI - TOTAL PROJECT No SHEETS 08 R i v 15 48.6/49.3 169 1 178 V. 0. r y 1 �� 08/06/09 QSOFESSIOh REGISTERED CIV)L ENGINEER ql V . J . Fy y MOSQUERA. z No. 51049 PLANS APPROVAL DATE � Exp.9/30/1 1 The State of California or its officers or agents'` shall not be responsible for the accuracy or srq CIVIL tiP canpleteness of electronic copies of this plan sheet. of CALIF RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 COUNTY OF RIVERSIDE 4080 LEMON ST. RIVERSIDE, CA 92501 354.200 TW Ret Wall Gutter B3-9 outlet through curb 1 :'t -'_14+44.556 ' 35 1 600 LEGEND 2850 Al Reinforcement Limits with 1 Tieback L = 9.442 For Tieback Schedule see "Retaining Wall No. 56EO01 4 Layout No. 1' sheet. Tieback Anchors (Typ) / d "o H c y �c c W 0 Z J The contractor shall verify all controlling field dimensions before ordering or fabricating any material Robert Zezoff DESIGN OVERSIGHT } SIGN OFF DATE v; DESIGN DETAIL SHEET (METRIC) (REV. 3/1/98) FILE => $FILE$ PLAN AT FOOTING DESIGN BY J. Mosquera DETAILS BY J. Saldana QUANTITIES BY M. St rahota DATE PLOTTED => $DATE$ Scale: 1:100 I 1 --- + Denotes Tieback Anchor TF Denotes Top of Footing See notes on "FOUNDATION PLAN" TW Denotes Top of Wa I I N0. 2' sheet, "TIEBACK WALL DETAILS S Denotes Slope WALL DETAILS NO. 2'' sheet. Denotes Wall Const Joint 2850 Al Reinforcement Limits with 1 Tieback L = 9.442 For Tieback Schedule see "Retaining Wall No. 56EO01 4 Layout No. 1' sheet. Tieback Anchors (Typ) / d "o H c y �c c W 0 Z J The contractor shall verify all controlling field dimensions before ordering or fabricating any material Robert Zezoff DESIGN OVERSIGHT } SIGN OFF DATE v; DESIGN DETAIL SHEET (METRIC) (REV. 3/1/98) FILE => $FILE$ PLAN AT FOOTING DESIGN BY J. Mosquera DETAILS BY J. Saldana QUANTITIES BY M. St rahota DATE PLOTTED => $DATE$ Scale: 1:100 PREPARED FOR THE STATE OF CALIFORNIA Jessica Mosquera PROJECT ENGINEER DEPARTMENT Of TRANSPORTATION CU 08224 10 20 30 40 50 so 70 80 90 100 EA OE4501 FILE => 4256-e-rtw-Iay04.dgn r 1142 Y = Vertical Distance between Top and Bottom Tieback XX+XX Denotes RW LOL Stations XXX. XX Denotes Elevation w J v_ CHECKED s. McCauley CHECKED J. Mosquera CHECKED J. Mosquera ORIGINAL SCALE IN MILLIMETERS FOR REDUCED PLANS 0 PREPARED FOR THE STATE OF CALIFORNIA Jessica Mosquera PROJECT ENGINEER DEPARTMENT Of TRANSPORTATION CU 08224 10 20 30 40 50 so 70 80 90 100 EA OE4501 FILE => 4256-e-rtw-Iay04.dgn r 1142 Y = Vertical Distance between Top and Bottom Tieback XX+XX Denotes RW LOL Stations XXX. XX Denotes Elevation w J v_ E=61OmmP ALLDIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN BRIDGE No. INDIAN TRUCK TRAIL UC J 56-0676 L/R (ILOMETER POST n 48.9 RETAINING WALL NO.56EO014 LAYOUT N0.2 Lj a REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF Z DISREGARD PRINTS BEARING EARLIER REVISION DATES � 01- -07 06- -07 12- -07 02 �135)Z/109 07/01/09 1 Q 1 9 V) zob -sZq NOTES: 1. The contractor shall locate all bridge p i l i ng pr i or to Tieback installation. See notes on "FOUNDATION PLAN" 2. For tip i ca I sections see "GENERAL PLAN N0. 2' sheet, "TIEBACK WALL DETAILS NO. 1 " sheet and "TIEBACK WALL DETAILS NO. 2'' sheet. 3. For weepho I e i I s see "TIEBACK WALL ldeta DETAILS N0. 2 sheet. 4. Gutter outlet through return wall. See B3-9 "Plan -Continuous Wa I I " for Gutter Outlet Detail. ° 5. For Type 7 (Mod) Ret Wall Detail, see "RETAINING WALL TYPE 7 (MOD") sheet. o 6. For the wa I I space between the NB and SB 1-159mark the location of the w tiebacks with brass or copper nails at the top of the wall. E=61OmmP ALLDIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN BRIDGE No. INDIAN TRUCK TRAIL UC J 56-0676 L/R (ILOMETER POST n 48.9 RETAINING WALL NO.56EO014 LAYOUT N0.2 Lj a REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF Z DISREGARD PRINTS BEARING EARLIER REVISION DATES � 01- -07 06- -07 12- -07 02 �135)Z/109 07/01/09 1 Q 1 9 V) zob -sZq O Q0 50 mm expanded polystyrene Face of �, abutment s o ` Ln ` #10 contExti' I� 1 Abutment 152x152 -W9.1 xW9.1 i Welded Wire Fabric ' ■ SLOPE PAVING DET -AIL ' , ; Exist Pile i -I e I Cap See Note 4 ■ Imo— RW L O L 195 .! 305 600 rB-9 , See Note 7 Gutter r ..1.._r._.1 ..1 for transition! e I ■ I e , FG Cast -in-place I !••_ �� I Concrete / LO O •— X � � 3 .0 E o 0 ro ® IZ r o r oo Tieback / W _ •L �- Approx Q L LL o Formed V' o Rel ief U) >- Texture —o •� w LL. o_ >o (V N CO r U cn O u, •- E Tieback O L9 FG or top of sidewalk • e s , e ■ / I I , / Geocompos i to Drain y e _ . _ _ Tieback Shotcrete O =o — Weepho l es o qj 3000 max _ Shotcrete �� Tieback .--_ Bottom O �o of wa I 1 0 400 150 Note: Concrete Barrier or Sidewalk not shown, see "TYPICAL SECTIONS'' sheet. TYPICAL SECTION RW WITH 2 TIEBACKS AT 100 1:20 The contractor shall verify all controlling field dimensions before ordering or fabricating any material U Robert Zezoff L oDESIGN OVERSIGHT 0 SIGN OFF DATE v, v DESIGN DETAIL SHEET (METRIC) (REV. 3/1/98) FILE => $FILE$ DESIGN BY J. Mosquera BY DETAILS J. Sa I Liana QUANTITIES BY M. Strahota Top of wa I I cast- i n -P I ace Concrete TW = Top of Wal I - Place vertical- ac reinforcement rn between m i crop I I es (n 4- J N I RW LOL-i I i 305 .•• O O <O OM X C4- , c L Cn 0U) •� •- O in u- o -, X'' tr) N ®.J �- / TW = Top of Wal I - Place vertical- ac reinforcement rn between m i crop I I es (n 4- J N I RW LOL-i I i 305 .•• O <O OM X C4- , c L Cn 0U) •� •- O in u- o -, X'' tr) N ®.J �- •. ®F In #19 Ca 300 I- RW LOL I i Concreteplace e #13 @, 300 hor i z & vert J — Fx+Anr1 vpr+ i r`n 1 Vetric k A Tieback ►IST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 Riv 15 48.6/49.3 1701 178 V. 0-4 y I (( h,Q/�(,� 08/06/09 ROFESSIOH REGISTERED CIV)L ENGINEER ��Q , V.J. Fy. MOSQUERArn. z � No. 51049 rn PLANS APPROVAL DATE Exp.9/30/1 1 State of California or its officers or agents' al l not be respons ible for the accuracy or sTCIVIL 4 �P mpleteness of electronic copies of this plan sheet. O CALIF RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 (COUNTY OF RIVERSIDE I 4080 LEMON ST. RIVERSIDE, CA 92501 (See Nc Tieback _ 1 %V 1 e %s e Texture ; #19 Ga 300 0 Micropi le, ( See Note 5) TYPICAL WALL REINFORCEMENT RW WITH 2 TIEBACKS AT 100 & 300 1:15 c c C L c NOTES: DETAIL "A" 1:10 L o Q U 4- �-- )nst )int 1 . For tieback angle and tieback schedule, see "RETAINING WALL LAYOUT" sheets. r 2. For wa I I construction sequences, see "RW CONSTRUCTION SEQUENCE" sheet. Shotcreter 3.For Tieback Anchor Details see "TIEBACK WALL DETAILS NO. 3" and "TIEBACK WALL DETAILS NO. 4" sheets. 0 4. For additional slope paving details see "SLOPE PAVING DETAILS" sheet. 5. See "MICROPILE DETAILS" sheet for location and details. 0 o_ 6. Reinforcing extending into wall from m i crop i l e shall be hooked. � Tieback 7. .,� Transition top of wall from 305mm at Tie Back Ret Wall to 350mm at Type 7 Mod Ret Wall. Transition length to be 1m before beginning or end of Type 7 ° Mod Ret Wall. O Botta 8. 75 min cover required over Tieback Anchorage. o Formed of Wal 1 9. Onsite soils are corrosive. Tieback anchors are to be designed for corrosive Text'� _�. �� Tieback soil conditions. Micropi Ie, IN 10. Cast -in-place concrete to be placed after completion of all shotcrete lifts. See Note 5 TYPICAL SECTION 1 1 . Bonded length to be determined by Contractor. o WITH 2 TIEBACKS AT 300 12. 450mm wide filter fabric continuous behind geocompos i to drain. 01 1:40 ' 40 1 3. For minimum bondedlengths and maximum tieback lengths, see tieback schedule w (For details not noted see, on RET WALL LAYOUT�� sheets. Typical Section RW at 100) ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN CHECKED S. McCauley PREPARED FOR THE J. Mosquera STATE OF CALIFORNIA Jessica Mosquera CHECKED q PROJECT ENGINEER CHECKED J. Mosquera DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN MILLIMETERS CU 08224 DATE PLOTTED => $DATE$ FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 100 EA OE4501 FILE => 4256-f-rtw-det01°dgn 6R0676L/R IDGE NO. INDIAN TRUCK TRAIL UC J LOMETER POST 48.9 TIEBACK WALL DETAILS N0. 1 LLJ Q REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OZ DISREGARD PRINTS BEARING 1- - EARLIER REVISION DATES -� O07 06- -07 12 -07 02 /08 05 /09107/01/09 11 17 79; cwn LUb• 6loo 3 4- L Exist I Abutment I I RW LOL ' See Slope Paving Detail on "TIEBACK WALL DETAILS NO. 1" I sheet. I � III I I I Ij ! ! Exist Pile I I I I Cap 1.5 Cast -in-place 305 ! 600 e• j ! i Concrete I I . • I e LOA C: U-),'• See Note 2 o. o I X i 1 Gutter B3-9 - C I P Conc i Geocompos i to Drain Weepho I es 3000 max 11 . „ 0 _ 1 Shotcrete U6710] TYPICAL 400 1 SECTION Bottom of Wal RW WITH 1 TIEBACK 1:20 NOTES: 1. For tieback angle and tieback schedule, see "LAYOUT" sheets. 2. For wa I I construction sequences, see "RW CONSTRUCTION SEQUENCE" sheet. 3. For Tieback Anchor Details see "TIEBACK WALL DETAILS NO. 3" and "TIEBACK WALL DETAILS NO. 4" sheets. 4. 450 mm wide filter fabric continuous behind geocompos i to drain. 5. For details for concrete barrier Type 60D ( Mod) See Roadway Plan, Construction Details sheet C-4. 6. See retaining wall elevation for distance from bottom of tieback. 760 is typical, dimension i s noted on elevation if not typical. See "RETAINING WALL NO. 56EO014 LAYOUT NO. 1" and "RETAINING WALL NO. 56EO014 LAYOUT NO. 2" for elevations. The contractor shall verify all controlling field dimensions before ordering or fabricating any materia LDESIGN Zezoff oVERSIGHT } DATE vvDESIGN DETAIL SHEET (METRIC) (REV. 3/1/98) A FILE => $FILE V T- Geocompos i to drain ote 4 50 mm bond length mm Dia slotted pipe t i nuous behind wall D ends) DETAIL 8 No Scene C: i Q0 RW LOL ✓ V TW= Top of Wa I I #13 Ca 300 hor i z & vert 19 G 150 Const Joint CIP Concrete Shotcrete Concrete Barrier Lo Type 60D (Mod) o (Min Height 1060 �� +- See Road Plans"I z 100 mm dia FG PVC pipe () Opening in barrier for drainage Top of sidewalk 9 Q 150 Tieback _ Discharge thrOL >tcrete curb face vottom of Wal I TYPICAL WALL REINFORCEMENT RW WITH 1 TIEBACK DESIGN BY J. Mosquera DETAILS BY J. Saldana QUANTITIES BY M. Strahota DATE PLOTTED => $DATE$ 1 :1 5 CHECKED S. McCauley PREPARED FOR THE Mosquera STATE OF CALIFORNIA Jessica Mosquera CHECKED J. q PROJECT ENGINEER CHECKED J. Mosquera DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN MILLIMETERS III 111 11 1 1 1 1 CU 08224 FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 100 EA OE 4 501 FILE=>4256-f-rtw-detO2edgn Weephole ►IST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEET 08 R i v 15 48.6/49.3 1711 178 V. U• ► jU0 'v\- /^6� 08/06/09, �oFESsro REGISTERED CIVIL ENGINEER �0e Hq` V . J . Fy MOSQUERA. z 51049 rn PLANS APPROVAL DATE � No. � Exp,9/30./11 The State of California or its officers or agents s CIVIL V I L shall not be responsible for the accuracy or rq tiP completeness of electronic copies of this plan sheet. OF CALIF RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 (COUNTY OF RIVERSIDE I 4080 LEMON ST. RIVERSIDE, CA 92501 Geocompos i to drain, slip into sawcut in PVC pipe 50 mm Bond to Geocompos i to Drain 0 S6 L0 -See Note 4 See Detai 1 8 Bottom Coup I ers of waI I (optional) SECTION AT WEEPHOLES RW 56EO013 No Scale v i VT %.A I I Tee connection 75mm slotted pipe Note: For information not shown, see section at weepho I es for RW 56EO01 3 SECTION AT WEEPHOLE RW 56EO014 No Scale ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN BRIDGE NO. INDIAN TRUCK TRAIL UC 6-0676 L/R LOMETER POST TIEBACK WALL DETAILS NO, 2 48.9 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET EARLIER REVISION DATES 01 -07 1 06- -07 12 -07 02/08 05 /09 07/ /09 07/30/09 12 fool w J LL Ld J LL LiJ a 0 Z06- 031 X, D Formed Re I I of o_ Texture z �L O N o, > r Approx '-' U) O.G. - Tieback .' X Q �s F.G. or top o 4- of sidewalk Nin J - N '' -0---- N -1- I W N o.— LL L o O C O c (D �E cn U6710] TYPICAL 400 1 SECTION Bottom of Wal RW WITH 1 TIEBACK 1:20 NOTES: 1. For tieback angle and tieback schedule, see "LAYOUT" sheets. 2. For wa I I construction sequences, see "RW CONSTRUCTION SEQUENCE" sheet. 3. For Tieback Anchor Details see "TIEBACK WALL DETAILS NO. 3" and "TIEBACK WALL DETAILS NO. 4" sheets. 4. 450 mm wide filter fabric continuous behind geocompos i to drain. 5. For details for concrete barrier Type 60D ( Mod) See Roadway Plan, Construction Details sheet C-4. 6. See retaining wall elevation for distance from bottom of tieback. 760 is typical, dimension i s noted on elevation if not typical. See "RETAINING WALL NO. 56EO014 LAYOUT NO. 1" and "RETAINING WALL NO. 56EO014 LAYOUT NO. 2" for elevations. The contractor shall verify all controlling field dimensions before ordering or fabricating any materia LDESIGN Zezoff oVERSIGHT } DATE vvDESIGN DETAIL SHEET (METRIC) (REV. 3/1/98) A FILE => $FILE V T- Geocompos i to drain ote 4 50 mm bond length mm Dia slotted pipe t i nuous behind wall D ends) DETAIL 8 No Scene C: i Q0 RW LOL ✓ V TW= Top of Wa I I #13 Ca 300 hor i z & vert 19 G 150 Const Joint CIP Concrete Shotcrete Concrete Barrier Lo Type 60D (Mod) o (Min Height 1060 �� +- See Road Plans"I z 100 mm dia FG PVC pipe () Opening in barrier for drainage Top of sidewalk 9 Q 150 Tieback _ Discharge thrOL >tcrete curb face vottom of Wal I TYPICAL WALL REINFORCEMENT RW WITH 1 TIEBACK DESIGN BY J. Mosquera DETAILS BY J. Saldana QUANTITIES BY M. Strahota DATE PLOTTED => $DATE$ 1 :1 5 CHECKED S. McCauley PREPARED FOR THE Mosquera STATE OF CALIFORNIA Jessica Mosquera CHECKED J. q PROJECT ENGINEER CHECKED J. Mosquera DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN MILLIMETERS III 111 11 1 1 1 1 CU 08224 FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 100 EA OE 4 501 FILE=>4256-f-rtw-detO2edgn Weephole ►IST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEET 08 R i v 15 48.6/49.3 1711 178 V. U• ► jU0 'v\- /^6� 08/06/09, �oFESsro REGISTERED CIVIL ENGINEER �0e Hq` V . J . Fy MOSQUERA. z 51049 rn PLANS APPROVAL DATE � No. � Exp,9/30./11 The State of California or its officers or agents s CIVIL V I L shall not be responsible for the accuracy or rq tiP completeness of electronic copies of this plan sheet. OF CALIF RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 (COUNTY OF RIVERSIDE I 4080 LEMON ST. RIVERSIDE, CA 92501 Geocompos i to drain, slip into sawcut in PVC pipe 50 mm Bond to Geocompos i to Drain 0 S6 L0 -See Note 4 See Detai 1 8 Bottom Coup I ers of waI I (optional) SECTION AT WEEPHOLES RW 56EO013 No Scale v i VT %.A I I Tee connection 75mm slotted pipe Note: For information not shown, see section at weepho I es for RW 56EO01 3 SECTION AT WEEPHOLE RW 56EO014 No Scale ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN BRIDGE NO. INDIAN TRUCK TRAIL UC 6-0676 L/R LOMETER POST TIEBACK WALL DETAILS NO, 2 48.9 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET EARLIER REVISION DATES 01 -07 1 06- -07 12 -07 02/08 05 /09 07/ /09 07/30/09 12 fool w J LL Ld J LL LiJ a 0 Z06- 031 Form( TextL Conc barrier (See Section c on RW No. 56E{ "Tieback Wall No. 2" sheet. Tieback #19 X 1200 (total = 8 ) place diagonally within shotcrete as shown at each bearing plate, behind typical front face reinforcement. DETAIL "G" wa I I or top o -r r ur II ICU Rt: I I tT barrier Texture FORMED RELIEF TEXTURE BEGIN / END WALL DETAIL _ No Scale RWLOL 50 I , RWLOL RWLOL � 50 305 , 50 305 , ,' —► i 25 max ' Detai led Dimension RW NO. 5GE0013 Formed Re Texture, S FG rel ief Deta i I ed Dimension i Re i of Cir I � I � I I , I , I ' I, RW NO. 56EO014 No Scale OTE: ormed Relief Texture shall be River ock Scott System (or approved qua I) with stones up to 203 mm wide. LIMITS OF PAYMENT FOR FORMED RELIEF TEXTURE 3' L a (See Note 1) No Scale The contractor shall verify all controlling field dimensions before ordering or fabricating any material SECTION A =A No Scale �- Detai Ied Dimension Bearing plate 1 etric I DIST COUNTY ROUTE KILOMETER POST 'SHEET TOTAL TOTAL PROJECT No SHEETS 08 R i v 15 48.6/49.3 172 178 •�iaP/� 08/06/09 REGISTERED CIVJL ENGINEER o QRGFESs joNq` V.J. Fy y MOSQUERA z CC No. 51049 z PLANS APPROVAL DATE 9/30/11 The State of California or its officers or agents * Exp. shall not be responsible for the accuracy or sT4 CIVIL tiP co,wleteness of electronic copies of this plan sheet. CALIF�� RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 COUNTY OF RIVERSIDE 4080 LEMON ST. RIVERSIDE, CA 92501 I V %ji V1 EXCAVAT 300 1 to 1 slope )ack wa I I roadway Excavation tructure Excavation Retaining Wall ) .structure Backf 1 1 1 (Retaining Wal I) LIMITS OF PAYMENT FOR ION AND BACKFILL TIEBACK No Scale NOTES: 1. For limits of formed relief texture for Type 7 (Mod) retaining wall see "Ret Wall Type 7 (Mod) sheet. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN WALL Robert Zezoff DESIGN BY J. Mosquera CHECKED S. McCauley PREPARED FOR THE BRIDGE No. Ln Jessica Mosquera 56-0676 L/R INDIAN TRUCK TRAIL UC o DESIGN OVERSIGHT DETAILS BY CHECKED Seldane CHECKED J. Mosquera STATE OF CALIFORNIA PROJECT ENGINEER ILOMETER POST 'o SIGN OFF DATE QUANTITIES BY M. Strahota CHECKED J. Mosquera DEPARTMENT OF TRANSPORTATION 48.9 TIEBACK WALL DETAILS N 0 . 3 Q DESIGN DETAIL SHEET (METRIC) (REV. 3/I/98I REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF ORIGINAL SCALE IN MILLIMETERS CU 08224 DISREGARD PRINTS BEARING •• FILE = > $FILE $ DATE P L 0 T T E D = > DATE FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 100 E A OE 4 501 EARLIER REVISION DATES --�.. 01- -07 06- -07 12- -07 02 /OS 05 /09 07/01 /09 1 3 1 9 x FILE => 4256-f-rtw-det03.dgn 7,06-932. Final grout Tieback - 1 ) Bearing PL-- See Morta Pad Detail—/ i 'S 'fax Unbonv ea / en9 I.h O Smooth sheathing End of corrugated sheathing ) Inclination ISO 3O S k End of corrugated sheathing —�- Steel tube See Note 4 Tieback---* \ 1 O Bearing PL See Mortar Pad Detail / _\o 3 No Scale Unbona ev Final grout er) O End of corrugated sheathing Steel tube See Note 5 C Tieback - O8 Bearing F - See Mortar Pad Deta I a onaea l en9 �h G3 onaeo' ler? S'� i End of smooth �0 I�Cor�- ssheathing on strand �go� � Ar Drl I led hole �� ea s egro ` s v Smooth sheat hin eqh�� ng on strand Corrugated 9 ns�ae T sheathing 610 \ M \. �n End of smooth \ sheathing on strand © Inclination No Scale STANDARD DRAWING APPROVED BY G. WANG RELEASED BY )ROBERTO L-ACALLE NO X S 1 2 O4Oe RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF APPROVAL DATE 2-27-09 RELEASE DATE 2-27-09 DS OSD,2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) End of steel tube Cap end C I P Concrete Fractured Rib c Texture h 7 ovv \ Tieback . 40 N r) Shotcrete or N Mortar Pod -- Un6On aea Final grout /e,)9,.h 305 'Min lap of steel tube and smooth sheathing A*,1SO Drilled hole \ Smooth sheathing No Scale Shotcrete Steel Tube Formed or Cored Hole @ Inclination DIST. COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 8 R i v 15 48.6/49.3 173 178 IV.• l�(�( h.P�l, 08/06/ REGISTERED ENGI EER - CIVIL PLANS APPROVAL DATE The State of California or its officers or age shall not be responsible for the accuracy or completeness of electronic copies of this plan RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 COUNTY OF RIVERSIDE 4080 LEMON ST. RIVERSIDE, CA 92501 Bo naea / en9*�3 hn End of smooth sheathing Seal Corrugated sheathing (Pregrouted) Lev, V.J. MOSQUERA' rr No, 51049 Exp. / 0/11 �. CIVIL q�F OF CA`\�� Cap end LEGEND: 1� Level of initial grouting for drill hole 6nIn diameter or smaller Level of secondary grouting �3 Level of initial grouting inside corrugated sheathing Bonded length shall be determined by the contractor or minimum Unbonded Length, See "Tieback T I eback Wall Details No. 1 Sheet 06 100 or 300 Inclination (Ty�p) . For tie back angle, 2 see Tie Back Schedule on RET WALL LAYOUT sheets. O7 Face of Wall Excavation O8 Min Plate Size = 330x33OX50 1 v v NOTES: 1Aneherage, e-nelesure she' I only be used when aneher head 3. assembly � o rn I- I♦ i i� not -� o n^ I��r—�i�r+ r o a- r' 4 MORTAR PAD DETAIL ° No Sca I e 2. Anchorage enclosure sha I I have provisions to allow injecting grout at low end and venting at high end. Galvanize after fabrication. 3 s e 4. Steel tube welded to bearing plate (Min thickness Galvanize assembly after fabrication. 5. Steel tube welded to bearing plate inside diameter of steel tube to be 1" greater than outside diameter of smooth sheathing (Min thickness = i/4" ). Galvanize assembly after Cap end fabr i cation. _ 6. For other wall details, see Structural Plans. For additional tie back notes see "TIE BACK WALL DETAILS NO. 1 11 sheet. All dimensions i n m i l i meters unless otherwise shown. BRIDGE NO. w Added Legend Item 8forMin �'Size STATE OF INDIAN TRUCK TRAIL UC o Inclination Indicated DIVISION OF 56-0676 L/R Anchorage Enclosure osure Details Removed CALIFORNIA METER KILOPOST g DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES 48.9 TIEBACK WALL DETAILS N O . 4 Added Mortar Pad Detail ORIGINAL SCALE IN MILLIMETERS CU 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 100 EA OE4501 EARLIER REVISION DATES 01- -07 06- -07 12 -07 02 /08 05/ /0 7/01 /0 14 1 19 USERNAME =>JLS 42'56-f-rtw-de r Finished grade or slope See Note 1 Footing cover L� Place against undisturbed material 11-47 C RW LOL #16 (4 450 —� o M 0 ro TABLE OF DIMENSIONS AND REINFORCING STEEL Gutter f B3-9 1.5 Finish grade or slope Formed Rel i of 75 Cir Texture �c Bars, sp I ice to alternate ©bars Geocompos i to Drain Note: Bundle Ua andOb bars #16x450R220 - = . � Type 60D (Mod) barrier O Bars X (Min height=1060, DESIGN H (m) 2.4 3.6 W (m) 2.2 3.6 F (m) .41 .41 D (m) .66 .80 FOOTING COVER (m) .90 min .90 m i n O Bars X Y #19 a 300 Cont Cont #19 a 230 Cont 1.5 m Bars X Y - - - #19 a 230 2.2 2.5 Co Bars - #16 .a 450 d) Bars X - - #16 a 300 1.2 O Bars #16 a 300 #16 a 300 �f Bars 3-#16 3-#16 Cont = Continuous Backface of Retaining Wall Cap (typ) See Note 2 75 Slotted Plastic Pipe 75 dia Uns I otted See Note 2 Plastic Pipe 100 dia Drain Tee Connection E:1 75 min i i i i See "Road Plans") Detail "B" GENERAL NOTES - RETAINING WALL X Construction _ R=220 O Bars Joint Bars #16 a 450 L -T 75 c l r C -)LO -- - X Weepho I e 3.Om max Ali 1 100 mm dia drain �- Formed surface TYPICAL SECTION TYPE 7 (MOD) AT RW 56EO013 NO SCALE Note: For details not shown, see B3-8 The contractor shall verify all controlling field dimensions before ordering or fabricating any materia NATES Design: Loading Case: Concrete: Load Factor Design 11/2:1 Unlimited Slope n=8, fc'=25Mpa Reinforcing Steel: fy = 420 Mpa Soils: Native Backf i 1 I: X = 250 is c = 14.4 kP( Allowable Be Max Design E 1. The footing cover and backfill to FG in front of the wall shall be in place bef ore the backfill behind the wall is placed. 2. Geocompos i to drain, cement treated permeable base, and 75 mm dia slotted plastic pipe continuous behind retaining wall. Cap ends of pipe. Provide "Tee" connection at each 100 mm drain. T —CONNECTION Vetric k A DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 R i v 15 1 48.6/49.3 1741 178 V. 0..r V j0 08/06/09 ROFESS10 REGISTERED CIVIL ENGINEER �o Q Nq� V.J. Fy MOSOUERA . z arn No. 51049 PLANS APPROVAL DATE EXP.9/30/1 1' The State of California or its officers or agents sr CIVIL shall not be responsible for the accuracy or 411z:- of completeness of electronic copies of this plan sheet. CALtF RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 COUNTY OF RIVERSIDE 4080 LEMON ST. RIVERSIDE, CA 92501 Geocompos to Drain a o Bond to Geocompos i to Drain Filter Fabris 75 Plastic Pipe Ina o (Slotted ) o ° ° ro o <+ °< o TPB 1 ® �— Dra i nage Pad 0 J 100 (Minor Concrete 305 DRAINAGE DETAIL NO SCALE 30_0_, 300 Exist Grade 300 DETAIL "B" LEGEND: N Roadway Excavation 0 w 0 Structure Excavation (Retaining Wall) Structure Backf 111 N (Retaining Wall) Q LIMIT OF PAYMENT FOR EXCAVATION AND BACKFILL (RW TYPE 7 (MOD) NO SCALE w I� Q 0 I� 0 ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN U BY CHECKED BRIDGE NO. Robert Zezof f DES I GN J . Mosquera S. McCauley PREPARED FOR T H E Jessica Mosquera INDIAN TRUCK TRAIL UC N IT - 56-0676 L/R STATE OF CALIFORNIA DESIGN OVERSIGHT BY CHECKED r DETAILS J. So I lana J. Mosquera PROJECT ENGINEER ILOMETER POST s DEPARTMENT OF TRANSPORTATION 48.9 RETAINING WALL TYPE 7 (MOD) Lii QUANTITIES BY M. Strahota CHECKED J. Mosquera I SIGN OFF DATE DETAIL "B" LEGEND: N Roadway Excavation 0 w 0 Structure Excavation (Retaining Wall) Structure Backf 111 N (Retaining Wall) Q LIMIT OF PAYMENT FOR EXCAVATION AND BACKFILL (RW TYPE 7 (MOD) NO SCALE w I� Q 0 I� 0 ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN U BY CHECKED BRIDGE NO. Robert Zezof f FILE => 4256-f-rtw-det05.dgn Zo6-spy DES I GN J . Mosquera S. McCauley PREPARED FOR T H E Jessica Mosquera INDIAN TRUCK TRAIL UC N IT - 56-0676 L/R STATE OF CALIFORNIA DESIGN OVERSIGHT BY CHECKED r DETAILS J. So I lana J. Mosquera PROJECT ENGINEER ILOMETER POST DEPARTMENT OF TRANSPORTATION 48.9 RETAINING WALL TYPE 7 (MOD) Lii QUANTITIES BY M. Strahota CHECKED J. Mosquera I SIGN OFF DATE Q DESIGN DETAIL SHEET (METRIC) (REV. 3/1/98) ORIGINAL SCALE IN MILLIMETERS GU 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF Z •• F I L E = > $FILE $ DATE P L 0 T T E D = >D A T E FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 100 E A OE 4 501 EARLIER REVISION DATES �► Ot - -07 06- -07 12- -07 02 /OS 05 /09 07/ 109 07/30/09 15 19 cn =1 Cn FILE => 4256-f-rtw-det05.dgn Zo6-spy 2�1- .tr NOTES 1 ' etric 1. Maintain any existing abutment drainage. New slope paving shall clear (by 150mm ) any existing abutment weepho l es . 2. For additional slope paving reinforcing detail see "TIEBACK WALL DETAILS NO. 1" sheet. Existing barrier not shown DIST COUNTY ROUTE N 1 LVMG I F -!n FV 3 l Jf1GG J I V I ML - TOTAL PROJECT No SHEETS 08 R i v 15 48.6/49.3 175 178 • 08/06/09 REGISTERED CIV)L ENGINEER O QR�FESSIOH4< V . J . Fy MOSQUERA �. •-+ Z rn PLANS APPROVAL DATE a No. 51049 Exp.9_/30/1 1 The State of California or its officers or agents' shall not be responsible for the accuracy or s�q CIVIL tiP completeness of electronic copies of this plan sheet. of cAL1FO�� RBF CONSULTING 14725 ALTON PARKWAY IRVINE, CA 92618 (COUNTY OF RIVERSIDE 4080 LEMON ST. RIVERSIDE, CA 92501 300 225 75' Edge Of existing deck Top of ro I I ed edge 600 Top of 300 225 75 rolled edge 19 mm Edger f n i sh R-300 i- CONTRACT ft. CD19 mm Edger f i n i sh C.C.E7A. 0 12 mm Premo I de R=300 ."anMAXI exp joint f i IIer c� R=150 R=150 0 152 x 152-MW9 x MW9 welded wire fabric - SECTION A -A The contractor shall verify all controlling field dimensions before ordering or fabricating any materia Robert Zezoff oDESIGN OVERSIGHT D 5�glll v SIGN OFF DATE v v DESIGN DETAIL SHEET (METRIC) (REV. 3/1/98) FILE => $FILE$ o #13 4 450 o max ro13 @ 300 0 ro 300 mm thick cutoff Formed wa I I at end of W.W. edge 1 Formed edge -- Outs i de face of w i ngwa I SECTION B -B DESIGN BY J. Mosquera DETAILS BY J. Saldana QUANTITIES BY M. Strahota DATE PLOTTED => $DATE$ PREPARED FOR THE STATE- OF CALIFORNIA Jessica Mosquera PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION CU 08224 o Zo so ao 50 so 70 so 90 oo EA OE 4 501 FILE => 4256-k-slp.dgn ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN BRIDGE NO. I N D I A N 6-0676 L/R LOMETER POST TRUCK TRAIL 48.9 SLOPE PAVING DETAILS DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) EARLIER REVISION DATES ---.101-,03-47106-4-07 1'2- -07 02 /08 05 /09 07/01/09 UC SHEET OF 16 19 206-1335 CHECKED S . McCauley J CHECKED J. Mosquera CHECKED J. Mosquera ORIGINAL SCALE IN MILLIMETERS FOR REDUCED PLANS 0 PREPARED FOR THE STATE- OF CALIFORNIA Jessica Mosquera PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION CU 08224 o Zo so ao 50 so 70 so 90 oo EA OE 4 501 FILE => 4256-k-slp.dgn ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN BRIDGE NO. I N D I A N 6-0676 L/R LOMETER POST TRUCK TRAIL 48.9 SLOPE PAVING DETAILS DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) EARLIER REVISION DATES ---.101-,03-47106-4-07 1'2- -07 02 /08 05 /09 07/01/09 UC SHEET OF 16 19 206-1335 F -M WMA a rM m a L_ NOTES: WC, Emo -0o (1) 61 mm samples were taken using a California split -barrel sampler with an inside diameter (I.D) of 61 mm and an outside diameter (0.D) of 83 mm. 7 0_ E N 0 wedOm W a� (2) An automatic trip hammer system consisting of a hammer weight of 62.5 kg falling a distance of 762 mm was used to advance the drive samplers. m o � m Nn W4 (3) This LOTS sheet (Boring Record) was prepared in accordance with the Caltrans Soil and Rock Logging, Classification Manual, Field Guide (August 1996). p W N M (D p +O m O � '0 '0 0 � W L L r oa 'C' UO I }D00-1 m c a o+ " E< BENCH MARK z m "0 U w 0 M U +_ 3 58 0 77 W I- E a E� Elevations as shown hereon are in terms of Z 0 - S O L+ + W O C~~05-5+0 the National Geodetic Vertical Datum of 1929 m>u c L CL E 4) h 0 based locally upon the following Caltrans Bench _ 2D 20'. L +U -0m+ 0 _ N=EE marks: d 0 m> o m o d O m O E m N Name NGVD 29 Elv. (m) Accuracy 356.736 _ 05-4 Found 0.05 meter Brass Cap, Stamped "Calif. Div. of 200 W o - Hwys. 58-B-77", located 167.6 meters southerly of z o E z the Northbound Gore point and 24.4 meters easterly m o 0 of the edge of pavement of the North bound Ramp, next to the angle point of a 1.8 meter chain link Ld UO I 000 Z fence, down 0.2 meters. 0 5 " ITT LINE 6 0 o '0 W •10 m O = m0f 7 d-13 c C 0C E O 0 an d E L W m L Orap 0 u i-EEMt O 0 m •-M- m 0 V L >G E O7 'L Ni0-0 Z :Z IL = din L w _ v STA LINE "ITT" STA LINE "ITT" STA 5+50±;13.5 m LT± STA 5+65.5±; 26.0 m LT± E O > m {l L O 11 0 Y 'O W tll 00 • +360- c + N Ed o �� -� m L O 'm+0 m E F E + m CL •3 W 0 N p m E L L p W • 2 E O N L X Z 0 E c z m o EI. +358.0 m 200 +358 N/ B 0 CA ® SANDY LEAN CLAY CL): light gray, moist, fine to wn coarse grained sand, trace gravel UOI}D0O1 _ "r_ r1. .0 W� W T+ 3 5 6 5 36 1 - 18 AL firm, pale olive, moist, fine grained sand, m m cn medium plasticity CX o o OS -4 1-876 1 2 19.6 171 CLAYEY SAND (SC): loose, olive -brown, moist, flee UZ E +354 200 '� - to coarse grained sand, trace gravel up to 10 mm E El. +353.5 m ❑ in size � 0 E Y 'O'D E •• Mal ��NM mcg N/ B 0 : SE F SILTY SAND (SM): olive -brown, dry to moist, 12 36 3 - 21 SANDY LEAN CLAY(CL):stiff olive -brown moist fine s �- fine to coarse grained sand, trace gravel grained sand, medium plasticity t m- N•- lCl m '000 oyao-�C.;-+NU+� upto3mm in size 3 N O O C 0 y 0}0 E �O0 C +3 5 2 ver Loose dark brown moist fine to 0 Amo- aim_ 4 36 1 - 11 Y12116114 -' 19.5 21 o I i ve w 05 •- 4- o•- v.c 00++ 3 D 0"700- 3++0 L M 0 L LOL o morn> medium grained sand _ mLm m ^ mL+•- -UCL .0 m m 0 E n dam+ L-•- m E U+ E 0 'E C•- '0 L+ 7 74- 4-0L 7ONC OCDC o o L ;Z CL. �._ 12 61 2 18.4 10 DS 1 case f i ne to coarse gra i ned sand +350 g 14 36 5 - 3 POORLY -GRADED SAND WITH SILT (SP -SM): medium trace gravel up to 10 mm in size dense dark brown moist fine to coarse grained o ' �• w Ln o sand, gravel up to 10 mm in size } o E 8 36 3 ;', - 4 SA WELL -GRADED SAND WITH SILT AND GRAVEL 18 61T6 19.8 5 DS SILTY SAND SM loose dark brown moist fine obi E co CO L + m c0i +.L N r� _ • . o 7 7 7 ._ C o o o� ca (SW SM). loose, dark brown, moist, fine m Z t t 0 N C > "0 >1 • a � + 3 4 8 to coarse grained sand, trace gravel up to 13 mm N - o to coarse grained sand ravel u to In size Uj 0- E 0 Cr (0= 4 13 61 4 :. 19.712 W L o o E i, �00 L_ 10 mm in size } ` " v C z SILTY SAND (SM): loose, dark brown, 9 36 7 - 6 4 U U Mc C] � In moist, fine to coarse rained sand wQOOOOOO�OOO� O +346 GWE 345.7 m 9 .- Q cza a vii vwi 0 07-18-05 12 36 5 - 15 SA trace gravel up to 10 mm in size 17 61 8 19.5 11 Z � J F_ 4 WELL -GRADED SAND WITH SILT (SW -SM): W Q medium dense grayish brown moist o� s g s Z w -- fin to coarse rained sand trace ravel -- - 25 61 6 :•: 20. 14 1 e c 9 9 - - � ZS a U w z w LTJ +34 4 :.,.•� 8 36 9 t:.., 16 POORLY GRADED SAND WITH SILT (SP -SM): loose, dark { On o o o o ti, POORLY -GRADED SAND (SP): medium dense, brown moist to wet, fine to coarse grained sand `° 'M F- Xz a o m W grayish brown to brown, moist, fine to ' LL_ M W Q U W W 1- M Ld J Lij�a Wz "� `� o 0 21 36 7 - 30 AL Lin rse grained sand, gravel up to 10 mm tiw 0 Wa Qm L o133161110 20.715 medium dense, moist, trace pea gravel Z .Y + 3 4 2 size, clayey sand at bottom of N i 3ZI O ler • LEAN CLAY WITH SAND stiff, 17016118 21. 16 5 136111 - 10 gravel up to 19 mm in size yellowish brown, moist, fine grained sand, - �} L medium plasticity 15 CLAYEY SAND (SC): loose dark brown moist fine 00 0 In00 -CE W z z u, o N _ SILTY SAND (SM) very dense yellowish, U D� + to coarse ra.In d_sand I4w plasticity Q, _ Z Q N N } Q 70 36 9 18 _ 75/225 6_11-12A.-21.1 15 SILTY SAND SM) . very dense, dark brown to own, N N o �, o �, Z a _ and • o I i ve brown, moist, fine to mediumgravel u to V V >_ a _j o w a o 15 grained sand, I ow plasticity moist, fine to medium grained sand, g p 10 mm in size n Ld o z z J MD Q o"~" - + 3 3 8150/1501611101 .1 I ow I ast i c i t c l a e sand at bottom _ POORLY - 00 GRADED_ Q w Q ` O o J L W o w o 2 25 p y y y 52 36 13_ 8 POORLY GRADED SAND WITH SILT AND GRAVEL (SP -SM): IW a ut 3 in N O U m c� O cn - + C\1 a ���• °- � of sampler very dense dark brown moist fine to coarse grained sand, gravel up to 19 mm in size a o 0v188/200136111 - 10 dark olive, fine to coarse grained150/75161114 - 9 SILTY SAND WITH GRAVEL S -M)' very dense, brown, as W � 0 0 0a WWF ad M c3 rn Z W .: o C9 m o 0 0 1 + + 3 3 6 sand, grave I up to 19 mm i n size - moist fine to coarse rained sand rr o a_j_j < V L 9 , gravel up to Q -- CD J >_ J _j >_ J d) 0 19 mm in size ( poor recovery) 0 0 o J > ~ ~ Q J' 0' ~' }' ° + 50/100 61 12 21 . 21 -gray Terminated at E I . +336.0 m (17 J 7C J QO.JQ Oa JQ --Cc -.1 al IVe ra J W W W fr 0M �X _j Of fQ 0 - • w CO U ao3(D a- LD NLo U0 -� Drilled on 07-19-05 N _j R❑❑®n d D + + +334 Terminated at E I . +335.1 m Groundwater Not Encountered ° E' Drilled on 07-18-05 J c9 N w 4- t O N c7D > ° c+n i to N 0 > PROFILE CF - LO a r L I Lt> � +332 ._ L 1W I- C M 0 0 v0i L = O L I., < °' L VERTICAL 1 : 100 U�� Lo CIO �� N o Stationing along ITT Line HORIZONTAL 1 : 500 p q to cD E El PLAN - 1:500 STA LINE "ITT" STA 6+02.0+625.5 m LT+ EI. +358.0 m etric 05-8 00 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEET 08 R I V 15 48.8/40.3 177 178 jpN yUmQ�OF ESSa 08/06/09 �o REGISTERED ENGINEER � c.i A. KORKOS , N0. GE 2357 PLANS APPROVAL DATE * EXP. 3-31-12 LP OF C N��� RBF 14725 ALTON PARKWAY IRVINE, CA 92618 EARTH MECHANICS, INC. 17660 Newhope Street, Suite E Fountain Valley, California 92708 The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. ).213 medium dense, gravel up to 19 mm in size 43.8 m 16 36 9 - 9 POORLY -GRADED SAND WITH SILT SP -SM : medium -20-0 ;` dense, grayish brown, moist, fine to coarse grained sand, trace gravel up to 19 mm in size 32 61 10 1 rave I up to 10 mm in size W� SILTY SAND (SM): loose, dark brown, moist, fine to coarse grained sand, trace gravel up to 13 mm in size, trace clay, denseI yellowish brown, moist, fine to medium grained sand, no gravel olive -brown, low plasticity greenish gray 1141 SANDY SILT (ML): hard, greenish gray, moist, fine grained sand, low plasticity ;/22561 16 .4151 SILTY SAND (SM): very dense, greenish gray, moist, fine to medium grained sand Terminated at E1. +333.4 m Drilled on 07-20-05 +360 +358 M16�01 +354 +352 +350 +348 r- 1- CLAYEY SAND (SC): yellowish gray, moist, fine to medium grained sand, low plasticity . - SILTY18AN (SM): loose, olive, moist, fine to - 18 medium grained sand �. 24 UU LEAN CLAY WITH SAND CL : stiff, yellow and alive - brown, moist, fine grained sand, medium plasticity - 16 AL CLAYEY SAND (SC): loose, pale olive; moist, fine Oto medium grained sand, medium to high +342 plasticity, trace gravel up to 13 mm in size. ).6.14 CA LAN CLAY WITH SA : firm, olive, moist, CN fine to medium grained sand, low to medium to plasticity, trace _gravel up to 10 mm in size C ID SILTY SAND (SM): medium dense, dark brown, moist, N U ° fine to coarse grained sand, gravel up to 10 mm 5+00 in size ). 11 DS POORLY- GRADED SAND WITH SILT SP -SM medium dense, dark brown, moist, fine to coarse grained_ sand, trace gravel up to 10 mm in size - 7 SA SILTY SAND (SM): loose, dark brown, moist, fine to coarse grained sand, gravel up to 10 mm in size ).213 medium dense, gravel up to 19 mm in size 43.8 m 16 36 9 - 9 POORLY -GRADED SAND WITH SILT SP -SM : medium -20-0 ;` dense, grayish brown, moist, fine to coarse grained sand, trace gravel up to 19 mm in size 32 61 10 1 rave I up to 10 mm in size W� SILTY SAND (SM): loose, dark brown, moist, fine to coarse grained sand, trace gravel up to 13 mm in size, trace clay, denseI yellowish brown, moist, fine to medium grained sand, no gravel olive -brown, low plasticity greenish gray 1141 SANDY SILT (ML): hard, greenish gray, moist, fine grained sand, low plasticity ;/22561 16 .4151 SILTY SAND (SM): very dense, greenish gray, moist, fine to medium grained sand Terminated at E1. +333.4 m Drilled on 07-20-05 +360 +358 M16�01 +354 +352 +350 +348 r- 1- M D +346 -1 O Z +344 +342 +340 +338 +336 +334 +332 L �J 1- rn z U L ww o O 0 to C ID N U ° 5+00 6+00 7+00 ~ d ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN Q Q } UO w� C C �. 7 c 0 J a) O Q E � 0 a L 01 O 7� 0 - 1._ DRAWN BY M o THAN 05/23/07 M. Than PREPARED FOR THE A. KORKOS BRIDGE ND. 1-15/ INDIAN TRUCK TRAIL UNDERCROSSING N �? j J :2� o j > DESIGN OV RSIGHT Rob Zezoff STATE OF CALIFORNIA �� ���° FIELD INVESTIGATION BY :1 PROJECT ENGINEER KILOMETER POST s- z r=3 o 0 0 0 rt 0 s" �v N? o Z m M' q I `� M M o Z CHECKED BY A a KOR KOS 0 5 /2 3 /0 7 DATE e Ju I y 18 to 20, 05 1 LOG OF TEST BORINGS N/O'. 2 a SIGN OF�DATE DEPARTMENT OF TRANSPORTATION 00.00 +' GEOTECHNICAL LOG OF TEST BORINGS SHEET (METRIC) (REV 2/1/00) ORIGINAL SCALE IN MILLIMETERS CU 08224 1EA DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 100 O E 4 5 0 1 EARLIER REVISION DATES 18 1 x' �g37 L E m o d) ( N LE = a E ID ra+o ao� 0 s. Name NGVD 29 Elv. (m) Accuracy --I 58-B-77 356.736 5 Found 0.05 meter Brass Cap, Stamped "Calif. Div. of Hwys. 58-B-77", located 167.6 meters southerly of the Northbound Gore point and 24.4 meters easterly of the edge of pavement of the North bound Ramp, next to the angle point of a 1.8 meter chain link fence, down 0,2 meters. +360 STA LINE "ITT" _.. U w M 1 V VVVI VL �1 U 11 m v + z 21136 1 - 14 medium dense, c 101+°°°1 w grained sand _ N M o +356 17 CLAYEY SAND SC W m 4 Ln M 12 61 2 18.4 20 AL f i ne to coarse CX M UU LEAN CLAY WITH U 2 � = � moist fine rc E C rn +354 7 13613 ;,�: ' - 19 W SANDY CLAY GL E L O EY 'O -D E D I t E - sand, low to me m I!'. d m " .n n O DNM "DO dC�1 q - O 4+.010 E m =U C•- LO- Q N E •- ir- D + i--•c•� . 10 O C O+ - Q 0 Q O C. N ty C+ N L0 3 � �._ a my E 1351611 4 20 . 10 SILTY SAND W I TF O °•- M D OLD E reddish brown N - _ +352— In E•- L aJ CN Ln E m C- U-- UL ' 0 O- C+ B b 043+- 3+t O -'a $&- Oa O.> 01 L 10 m . mL+•- 6 36 5 - 10 loose, dark brc a m m y E a nam+ -,n. -:- m E Ui E O E C -- -0L = 74 D L =Om C OC=C Z-0 O O L U 2t n•- 1!•F -"D •- +350 20. 11 medium dense, 38 61 6 g + L O O t + of c E '0.0 E D a7 L L N U } •L N -< �, o o �, ° 0 T E+348 - L N71 C -a) o 32 36 7 Y: 24 LEAN CLAY WITH a w .0 E _ Cr (0 - a fine grained sc O 01- .0 "t } L C •X I - 0 "O t0 U C) OL?= 3 zO el lowish brown 69/300 61 8 20. 21 CN y z 0 0 +346 w Q 1511361 9 - 16 SILTY SAND SM Z C5 o > fine to medium cl_12 a Uw z w W +344 m Ua OO o ~ 0o D r � 1r a z m 50/150 61 1020. 17 with trace clay LL -M w Q ULLj w wZ 0= I -L11 M w J LL1 af 0 r•w O Jw =)ow a0 O 1'1 11 0:: W d a EO H U 0 .4 Ell S I<e> Z L 3Z I + 3 4 2 15013611:1 - 13 dense U 68/300 61 12 20. 17 N ~ fl +340 rained sand I V) w �- SANDY LEAN CLA7 J a Y 0 a w ai; z In O + rn , _N. v 0rj 4J7 N 1 Vl Ix V1 0 0 VI CC 0 V) z N } z w w z w o 84 /225 3-6 13 . - 16 SILTY SAND SM Q J r a J o w Q o C y O0 J0 I- VI mJ <VI W '-»Y QU O � � OZ J-IcZ J O]� 4 Z DO 1-U w 00 a 0 3 I0 0 o coo U 0 w o w o a +3 3 8 grained sand, S 150/150161114 -20.4 15 dark olive, f I r J U M w 0 O L _ Q Q 'a '- w-0 In w L 0 0 Nano ¢a 0 U 0+ +336 Ir O Iw- J J U Q (.9 0 (:7 C7 U' >, Q �° z o-1 J w r w w W a) 0 Terminated at El. +336.6 m �o C W J } I- F -Q J> �> I->. r> U 0 o a a�JQ oa �Q Q� Dri l led on 07-19-05 z Q J w� w� OG' J N O W 0] li U V) 0-0 a: o d F.9 N C7 U U' - � �® a + + + 334— Groundwater Not Encountered co -iVER1 _j EHORIZt 4 N 'U 00 > 1° + i m z L utLq In 0 D f ai T -r E y, m> 4 o 0 L 4- L .- L L +33 2 O ID O t a) 0 `{' L Q 0 > V1 ti V) = O > CJ -F- � a) \ .-... C OL '-' I- I- 7 3 E V a0 .n O C:) O -O LL- t/l 2 0 0 E cv I I M + N to -C 63 0 5+ao / L 0 C a) 0 0 Q~ 00 0 C O it E o O Caf Z� — C L J N a W 1 Wi` ° °� " m J 0 o aa) 0 DRAWN BY M o THAN IN V) O > M > > o z Q+ �' 3 E d o F DESIGN VERS I GHT Robert Zezoff y? m 0 o a r ^' 0 2 CHECKED BY A e KOR KOS + Z- M SIGN OFF DAT 'GEOTECHNICAL LOG OF TEST BORINGS SHEET (METRIC) (REV 2/1/00) 11 ITT" LINE 6 05/23/07 M.Than FIELD INVESTIGATION BY:. 05/23/07 DATE:July 18 to 20, 05 05-8 F-1 • e% PREPARED FOR THE A. KORKOS STATECF CALIFORNIA I PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION. ORIGINAL SCALE IN MILLIMETERS ......... ........l I.111..111 111111... 111111111 IIIIIIIII IIIIIIIII ICU 08224 FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 100 EA O E 4 5 01 El 05-9 FH1 PLAN. 1:500 STA LINE "ITT" etric RBF 14725 ALTON PARKWAY IRVINE, CA 92618 EARTH MECHANICS, INC. 17660 Newhope Street, Suite E Fountain Valley, California 92708 The State of California or its officers or agents shall not be responsible' for the accuracy or completeness of electronic copies of this plan sheet. +360 +358 +356 +354 +352_ +350 +348 r C +346 -D-I O Z +342 +340 crai`f: ISTOU +334 +332 7+00 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN BRIDGE NO. 00 0000 I.15/INDIAN TRUCK TRAIL UNDERCROSSING KILOMETER POST 00000 LOG OF TEST BORINGS NO.3 DISREGARD PRINTS BEARING EARLIER REVISION DATES �- REVISION GATES (PRELIMINARY STAGE ONLY)SHEET � 1O9 La l N Ln z a NOTES: E 0 _ D } L0 = h (1) 61 mm samples were taken using a California split -barrel sampler with an inside diameter (I.D) of 61 mm and an outside diameter (0.D) of 83 mm. m In_ In �a N Q (2) An automatic trip hammer system consisting of a hammer weight of 62.5 kg falling a distance of 762 mm was used to advance the drive samplers. ,,j,' w r � n wcn �m U CH'�ItG- CxOOMCt IL UO I +DD01 zdNv.-r�InmlrxoLcvc� 0 m CD w o 0 �, L U O+ a] O O.N D 0)'D � U N C g b W C 0 n LO U U .N N C + °0 = 0 )- n0 BENCH MARK L O L W O U +° C L E 0 D o CIO N L O m �o 00 •-.M - a) US- fn . >C E Z Z O.. D OO_N z w CD 4LdN N J + rn H M OC C m O � E O m U L L Z O U O- �L �+ m o O £ d c E •`d O N U L O •- = it U a v + + E a •L 3 tD V) p + E a) Z O N O \ L O O E C t 0 0 s. Name NGVD 29 Elv. (m) Accuracy --I 58-B-77 356.736 5 Found 0.05 meter Brass Cap, Stamped "Calif. Div. of Hwys. 58-B-77", located 167.6 meters southerly of the Northbound Gore point and 24.4 meters easterly of the edge of pavement of the North bound Ramp, next to the angle point of a 1.8 meter chain link fence, down 0,2 meters. +360 STA LINE "ITT" _.. U w M 1 V VVVI VL �1 U 11 m v + z 21136 1 - 14 medium dense, c 101+°°°1 w grained sand _ N M o +356 17 CLAYEY SAND SC W m 4 Ln M 12 61 2 18.4 20 AL f i ne to coarse CX M UU LEAN CLAY WITH U 2 � = � moist fine rc E C rn +354 7 13613 ;,�: ' - 19 W SANDY CLAY GL E L O EY 'O -D E D I t E - sand, low to me m I!'. d m " .n n O DNM "DO dC�1 q - O 4+.010 E m =U C•- LO- Q N E •- ir- D + i--•c•� . 10 O C O+ - Q 0 Q O C. N ty C+ N L0 3 � �._ a my E 1351611 4 20 . 10 SILTY SAND W I TF O °•- M D OLD E reddish brown N - _ +352— In E•- L aJ CN Ln E m C- U-- UL ' 0 O- C+ B b 043+- 3+t O -'a $&- Oa O.> 01 L 10 m . mL+•- 6 36 5 - 10 loose, dark brc a m m y E a nam+ -,n. -:- m E Ui E O E C -- -0L = 74 D L =Om C OC=C Z-0 O O L U 2t n•- 1!•F -"D •- +350 20. 11 medium dense, 38 61 6 g + L O O t + of c E '0.0 E D a7 L L N U } •L N -< �, o o �, ° 0 T E+348 - L N71 C -a) o 32 36 7 Y: 24 LEAN CLAY WITH a w .0 E _ Cr (0 - a fine grained sc O 01- .0 "t } L C •X I - 0 "O t0 U C) OL?= 3 zO el lowish brown 69/300 61 8 20. 21 CN y z 0 0 +346 w Q 1511361 9 - 16 SILTY SAND SM Z C5 o > fine to medium cl_12 a Uw z w W +344 m Ua OO o ~ 0o D r � 1r a z m 50/150 61 1020. 17 with trace clay LL -M w Q ULLj w wZ 0= I -L11 M w J LL1 af 0 r•w O Jw =)ow a0 O 1'1 11 0:: W d a EO H U 0 .4 Ell S I<e> Z L 3Z I + 3 4 2 15013611:1 - 13 dense U 68/300 61 12 20. 17 N ~ fl +340 rained sand I V) w �- SANDY LEAN CLA7 J a Y 0 a w ai; z In O + rn , _N. v 0rj 4J7 N 1 Vl Ix V1 0 0 VI CC 0 V) z N } z w w z w o 84 /225 3-6 13 . - 16 SILTY SAND SM Q J r a J o w Q o C y O0 J0 I- VI mJ <VI W '-»Y QU O � � OZ J-IcZ J O]� 4 Z DO 1-U w 00 a 0 3 I0 0 o coo U 0 w o w o a +3 3 8 grained sand, S 150/150161114 -20.4 15 dark olive, f I r J U M w 0 O L _ Q Q 'a '- w-0 In w L 0 0 Nano ¢a 0 U 0+ +336 Ir O Iw- J J U Q (.9 0 (:7 C7 U' >, Q �° z o-1 J w r w w W a) 0 Terminated at El. +336.6 m �o C W J } I- F -Q J> �> I->. r> U 0 o a a�JQ oa �Q Q� Dri l led on 07-19-05 z Q J w� w� OG' J N O W 0] li U V) 0-0 a: o d F.9 N C7 U U' - � �® a + + + 334— Groundwater Not Encountered co -iVER1 _j EHORIZt 4 N 'U 00 > 1° + i m z L utLq In 0 D f ai T -r E y, m> 4 o 0 L 4- L .- L L +33 2 O ID O t a) 0 `{' L Q 0 > V1 ti V) = O > CJ -F- � a) \ .-... C OL '-' I- I- 7 3 E V a0 .n O C:) O -O LL- t/l 2 0 0 E cv I I M + N to -C 63 0 5+ao / L 0 C a) 0 0 Q~ 00 0 C O it E o O Caf Z� — C L J N a W 1 Wi` ° °� " m J 0 o aa) 0 DRAWN BY M o THAN IN V) O > M > > o z Q+ �' 3 E d o F DESIGN VERS I GHT Robert Zezoff y? m 0 o a r ^' 0 2 CHECKED BY A e KOR KOS + Z- M SIGN OFF DAT 'GEOTECHNICAL LOG OF TEST BORINGS SHEET (METRIC) (REV 2/1/00) 11 ITT" LINE 6 05/23/07 M.Than FIELD INVESTIGATION BY:. 05/23/07 DATE:July 18 to 20, 05 05-8 F-1 • e% PREPARED FOR THE A. KORKOS STATECF CALIFORNIA I PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION. ORIGINAL SCALE IN MILLIMETERS ......... ........l I.111..111 111111... 111111111 IIIIIIIII IIIIIIIII ICU 08224 FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 100 EA O E 4 5 01 El 05-9 FH1 PLAN. 1:500 STA LINE "ITT" etric RBF 14725 ALTON PARKWAY IRVINE, CA 92618 EARTH MECHANICS, INC. 17660 Newhope Street, Suite E Fountain Valley, California 92708 The State of California or its officers or agents shall not be responsible' for the accuracy or completeness of electronic copies of this plan sheet. +360 +358 +356 +354 +352_ +350 +348 r C +346 -D-I O Z +342 +340 crai`f: ISTOU +334 +332 7+00 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN BRIDGE NO. 00 0000 I.15/INDIAN TRUCK TRAIL UNDERCROSSING KILOMETER POST 00000 LOG OF TEST BORINGS NO.3 DISREGARD PRINTS BEARING EARLIER REVISION DATES �- REVISION GATES (PRELIMINARY STAGE ONLY)SHEET � 1O9 NOTES: � p D } L0 = h (1) 61 mm samples were taken using a California split -barrel sampler with an inside diameter (I.D) of 61 mm and an outside diameter (0.D) of 83 mm. C o N ° ° (2) An automatic trip hammer system consisting of a hammer weight of 62.5 kg falling a distance of 762 mm was used to advance the drive samplers. ,,j,' w r nLo N- N F �m (3) This LOTS sheet (Boring Record) was prepared in accordance with the Caltrans Soil and Rock Logging, Classification Manual, Field Guide (August 1996). O 0 =E C } p W r a� Da L W O+ a] N m � U N C g \• Q � N H E En + °0 = o W t +- BENCH MARK Lit O- •L W O U +° C L Elevations as shown hereon are in terms of �o the National Geodetic Vertical Datum of 1929 based locally upon the following Caltrans Bench N marks: H 0 s. Name NGVD 29 Elv. (m) Accuracy --I 58-B-77 356.736 5 Found 0.05 meter Brass Cap, Stamped "Calif. Div. of Hwys. 58-B-77", located 167.6 meters southerly of the Northbound Gore point and 24.4 meters easterly of the edge of pavement of the North bound Ramp, next to the angle point of a 1.8 meter chain link fence, down 0,2 meters. +360 STA LINE "ITT" _.. U w M 1 V VVVI VL �1 U 11 m v + z 21136 1 - 14 medium dense, c 101+°°°1 w grained sand _ N M o +356 17 CLAYEY SAND SC W m 4 Ln M 12 61 2 18.4 20 AL f i ne to coarse CX M UU LEAN CLAY WITH U 2 � = � moist fine rc E C rn +354 7 13613 ;,�: ' - 19 W SANDY CLAY GL E L O EY 'O -D E D I t E - sand, low to me m I!'. d m " .n n O DNM "DO dC�1 q - O 4+.010 E m =U C•- LO- Q N E •- ir- D + i--•c•� . 10 O C O+ - Q 0 Q O C. N ty C+ N L0 3 � �._ a my E 1351611 4 20 . 10 SILTY SAND W I TF O °•- M D OLD E reddish brown N - _ +352— In E•- L aJ CN Ln E m C- U-- UL ' 0 O- C+ B b 043+- 3+t O -'a $&- Oa O.> 01 L 10 m . mL+•- 6 36 5 - 10 loose, dark brc a m m y E a nam+ -,n. -:- m E Ui E O E C -- -0L = 74 D L =Om C OC=C Z-0 O O L U 2t n•- 1!•F -"D •- +350 20. 11 medium dense, 38 61 6 g + L O O t + of c E '0.0 E D a7 L L N U } •L N -< �, o o �, ° 0 T E+348 - L N71 C -a) o 32 36 7 Y: 24 LEAN CLAY WITH a w .0 E _ Cr (0 - a fine grained sc O 01- .0 "t } L C •X I - 0 "O t0 U C) OL?= 3 zO el lowish brown 69/300 61 8 20. 21 CN y z 0 0 +346 w Q 1511361 9 - 16 SILTY SAND SM Z C5 o > fine to medium cl_12 a Uw z w W +344 m Ua OO o ~ 0o D r � 1r a z m 50/150 61 1020. 17 with trace clay LL -M w Q ULLj w wZ 0= I -L11 M w J LL1 af 0 r•w O Jw =)ow a0 O 1'1 11 0:: W d a EO H U 0 .4 Ell S I<e> Z L 3Z I + 3 4 2 15013611:1 - 13 dense U 68/300 61 12 20. 17 N ~ fl +340 rained sand I V) w �- SANDY LEAN CLA7 J a Y 0 a w ai; z In O + rn , _N. v 0rj 4J7 N 1 Vl Ix V1 0 0 VI CC 0 V) z N } z w w z w o 84 /225 3-6 13 . - 16 SILTY SAND SM Q J r a J o w Q o C y O0 J0 I- VI mJ <VI W '-»Y QU O � � OZ J-IcZ J O]� 4 Z DO 1-U w 00 a 0 3 I0 0 o coo U 0 w o w o a +3 3 8 grained sand, S 150/150161114 -20.4 15 dark olive, f I r J U M w 0 O L _ Q Q 'a '- w-0 In w L 0 0 Nano ¢a 0 U 0+ +336 Ir O Iw- J J U Q (.9 0 (:7 C7 U' >, Q �° z o-1 J w r w w W a) 0 Terminated at El. +336.6 m �o C W J } I- F -Q J> �> I->. r> U 0 o a a�JQ oa �Q Q� Dri l led on 07-19-05 z Q J w� w� OG' J N O W 0] li U V) 0-0 a: o d F.9 N C7 U U' - � �® a + + + 334— Groundwater Not Encountered co -iVER1 _j EHORIZt 4 N 'U 00 > 1° + i m z L utLq In 0 D f ai T -r E y, m> 4 o 0 L 4- L .- L L +33 2 O ID O t a) 0 `{' L Q 0 > V1 ti V) = O > CJ -F- � a) \ .-... C OL '-' I- I- 7 3 E V a0 .n O C:) O -O LL- t/l 2 0 0 E cv I I M + N to -C 63 0 5+ao / L 0 C a) 0 0 Q~ 00 0 C O it E o O Caf Z� — C L J N a W 1 Wi` ° °� " m J 0 o aa) 0 DRAWN BY M o THAN IN V) O > M > > o z Q+ �' 3 E d o F DESIGN VERS I GHT Robert Zezoff y? m 0 o a r ^' 0 2 CHECKED BY A e KOR KOS + Z- M SIGN OFF DAT 'GEOTECHNICAL LOG OF TEST BORINGS SHEET (METRIC) (REV 2/1/00) 11 ITT" LINE 6 05/23/07 M.Than FIELD INVESTIGATION BY:. 05/23/07 DATE:July 18 to 20, 05 05-8 F-1 • e% PREPARED FOR THE A. KORKOS STATECF CALIFORNIA I PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION. ORIGINAL SCALE IN MILLIMETERS ......... ........l I.111..111 111111... 111111111 IIIIIIIII IIIIIIIII ICU 08224 FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 100 EA O E 4 5 01 El 05-9 FH1 PLAN. 1:500 STA LINE "ITT" etric RBF 14725 ALTON PARKWAY IRVINE, CA 92618 EARTH MECHANICS, INC. 17660 Newhope Street, Suite E Fountain Valley, California 92708 The State of California or its officers or agents shall not be responsible' for the accuracy or completeness of electronic copies of this plan sheet. +360 +358 +356 +354 +352_ +350 +348 r C +346 -D-I O Z +342 +340 crai`f: ISTOU +334 +332 7+00 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN BRIDGE NO. 00 0000 I.15/INDIAN TRUCK TRAIL UNDERCROSSING KILOMETER POST 00000 LOG OF TEST BORINGS NO.3 DISREGARD PRINTS BEARING EARLIER REVISION DATES �- REVISION GATES (PRELIMINARY STAGE ONLY)SHEET � 1O9