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902o_sppINDEX OF SHEETS SHEET NO. I TITLE AND LOCATION MAP 2 SURVEY CONTROL POINTS 3-4 TYPICAL_ SECTIONS 5-10 PLAN AND PROFILE 11 it -11-13 PAVEMENT DETAILS n 11 14-15 DETOURS If If IG -17 STAGE CONSTRUCTION 11 18-23 STORM DRAIN DETAILS If 24-25 SUMMARY OF DRAINAGE STRUCTURES If If 2<o SUMMARY OF QUANTITIES 11 If AND DRAINAGE DETAILS 11 If 27 SUMMARY OF QUANTITIES ZS -37 SIGNING, STPIPING AND TRAFFIC SIGNALS 38-42 CONSTRUCTION AREA SIGNS AND STRIPING it 43-44 CONSTRUCTION AREA SIGNS It 45 RAILROAD SHOO - FLY STRUCTURE PLANS It it 4G-52 LIMONITE AVE. UNDERPASS It If 53 RETAINING WAIL NO.I If 54 RETAINING WALL NO.2 fi 55-58 VAN BUREN BLVD OVERCROSSING If 59 -too RETAINING WALLS NO. 3, NO.4 AND NO. S I to SLOPE PAVING AND PIPE INLET DETAILS STANDARD PLANS RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS AND SPECIFICATIONS 200" 20G 306 403 201 207 400 404 204 303 401 BOOA 205 303A 402 810 RIVERSIDE D15TRICT C CB -107 CB-IOB MH -'251 MH -252 FLOOD CONTROL AND WATER CONSERVATION 4NUAL STANDARD DRAWINGS MH -ZS - MH -25c H -S -MH -25 M-803 CAL.TRANS STANDARD PLANS A -10A D-74 Bit -30 ES -GO A�-105 0`77-8 1311-47 ES -GAP A20 -A D76 Bit -52 ES-CoR A20_5 D89 511-53 ES -GAS A20 -C D97 -F 841-3 ES -GT A-245 Flo 542-15 ES -7C A -24C N8 -A 544-7 ES -7E A-, 24D N8-8 ES -IA ES -71F AG2-A T 10 E5-1 B E5-8 AGZ-B T -II ES -2A ES -II AG2-C T-12 E5 -21C ES -13 AG2-D T-13 ES -2E ES -14 A75 BO -I ES -3A E5-33 A74 -A BO -3 ES -313 E5 -3D A75 -A 130-5 ES -3C E5 -2D A7 -IC -1 130-20-18.7 ES -3E A77C-2 63-1 E5-413, ATI -E B3-7 ES -5A A79 -A 83-8 ES -5C A79-13 B3-9 ES -&A A79 -C B(o-21 ES -65 A-79- D 1317-1 ES -GD D72 138-5 ES roE S LIMONITE AVE. 164-33.07 It COLLINS ST. 0+00.00 (L LIMONITE AVE. 26+85.00 BK. 13+09.95 AHD. FOR REDUCED PLANS 0 i 2 i 3 ORIGINAL SCALE IS IN INCHES DeLEUW CATHER EDeLeuw,Cather&Company ENGINEERS & PLANNERS Engineers and Planners • (714) 888.1401 • 120 Howard Street 184 W. Hospitality Lane • Suite 1 • P.D. Box 8124 • San Bernardino, CA 92412-8124 San Francisca, California 94119 415/495-6060 PLANS FOR CONSTRUCTION ON LIMONITE AVE. COUNTY HIGHWAY BETWEEN COREY ST. & EUCALYPTUS AVE. 56TH 59TH 61ST I IN: our: 12 0 64TH 65TH Z Z J T. o �v i HOLLADAY E (L LIMONITE AVE. / 121+10.27 ��BUREN BLVD. 107+01.24 SANTq qNA RIVFc O J O OC ION 2z C9 aL 58TH ST. IoWORD S+� TA. F T. 9 LOCATION 1 W 15..E IN D ' 1 JSTA. 3 1+ LIMONITE W �� pg0� a\ N LOCATION IAP SCALE: 1" 800' CI 0 A ct:�' T. 111 TO LOS ANGE TO LOS A TO ANAH RF'T& ".°"' ro 9Z 0 t�G 0 VICINITY ASA' SCALE:1" 5 MILES s zw G 30 13 I S --"ABSIrOWRY Date 1 DeLEUW , CSTHER Date At R w. RIVERSIDE COUNTY Date ^ TITLE w C) U to O Z I• 425 1833 /A/17 ��zL-== o IAV779V E N G I N E E R S & P L A N N E R S • (714) 888-1401 164 W. Hospitality Lane • Suite 1 • PO Box 8124 • Son Bernardino, CA. 92412-8124 UM. JERRY M. DUNLAP No. 15698 EvD. < 3-0193, CIVIL s" m _l OFF RAMP POINT 2 10 HOIN _1M 660451.0244 660417.3554 662600.5208 659747.5259 660393.1059 660429.5729 659468.2168 660347,6391 661347.5980 660364.7903 660384.3505 661333.4891 660333.5301 660863.5252 660468.9419 659309.4143 661046.5414 659331.5764 661718.1972 660343.4380 660347.9500 660673.0 00 660669.5300 6601 10.1800 660674.0600 660337.5000 660331.5900 660683.7292 660470.7675 660658.2374 661220.6826 661123.78 9 656306.6396 660613.7977 660214.6058 659976.1016 660966.0544 660418.3767 660412.0805 660206.8429 659882.2232 660104.9928 659993.6081 659595.4085 660818.1249 660493.5052 661067.7714 661642.0351 661333.2452 660198.0132 660809.2953 661075.8626 661674.5031 661365.7120 660676.2005 660714.4736 660338.0367 660724.3105 660703.1322 660694.3026 660660.9215 660347.8775 660656.9333 660658.2657 660675.3957 661 158.241 1 660674.0725 659555.4743 659812.6062 660427.7274 660529.3344 660739.1008 661071.6845 661118 .0891 659577.1451 660066.5674 659973.2330 C/L LIMONITE 23+21.20 BC C/L LIMONITE 28+27.21 EC RADIUS POINT C/L SB VAN BUREN CURVE (100+05.12 PCC) C/L SB VAN BUREN 100+05.12 PCC C/L SB VAN BUREN 106+81.59 EC C/L PEDLEY 16+89.96 = C/L LIMONITE 27+85.81 RADIUS POINT LIMONITE CURVE (23+21.20 BC) C/L LIMONITE 16+59.38 BC RADIUS POINT LIMONITE CURVE (16+59.38 BC) C/L LIMONITE 18+54.14 EC C/L LIMONITE 29+32.03 RADIUS POINT LIMONITE CURVE (29+32.03 BC) C/L LIMONITE 32+43.28 EC C/L PEDLEY 23+13.84 PCC C/L PEDLEY 17+29.33 BC C/L SB VAN BUREN 95+24.26 PCC RADIUS POINT NB VAN BUREN CURVE (95+34.12 PCC) C/L NB VAN BUREN (95+34.12 PCC) RADIUS POINT NB VAN BUREN CURVE (104+86.31 BC) SQ TOP IP W/CO TAC DN 0.24' EL 721.8 /SB VAN BUREN 106+ 1 1/2" BRASS DISK WITH NAIL IN CTR FLUSH EL 712.65 /CL LIMONITE 16+25.07 SEWER MH W/4 10' X®TIES, FLUSH EL 713.05 /INT EXIST HOLLADAY & COLLINS NAIL W/CO TAG FLUSH EL 716.08 /EXIST CL HOLLADAY 3+ SQ TOP 1" IP W/CO TAG DN 0.24' EL 721.7 /SB VAN BUREN LT 103+ 1 114!' IP W/NAIL NO TAG DN 0.24' EXIST VAN BUREN 139+85.40, CL SB VAN BUREN 109+72.53 SEWER MH W/4 N & T X -TIES TO PT ON MH FLUSH EL 732.15 /CL MORTON 15+97.96 1" IP W/TK NO TAG FLUSH EL 743.29 /CL LIMONITE C/L PEDLEY 20+50.73 BC RADIUS POINT PEDLEY CURVE (17+29.33 BC) C/L PEDLEY 19+75.35 EC C/L NB VAN BUREN 115+24.51 C/L NB VAN BUREN 114+24.51 EC RADIUS POINT NB VAN BUREN CURVE (108+99.95 PRC) C/L NB VAN BUREN 108+99.95 PRC) C/L NB VAN BUREN 104+86.31 BC C/L NB VAN BUREN 102+36.23 EC RADIUS POINT PEDLEY CURVE (20+50.73 BC) C/L LIMONITE 21+44.37 = NB VAN BUREN 106+98.61 C/L LIMONITE 21+10.27 = C/L SB VAN BUREN 107+01.24 NB DETOUR 104+49.08 EC RADIUS POINT NB DETOUR CURVE 102+32.23 PRC) & SB DETOUR CURVE (102+16.59 PRV) RADIUS POINT NB DETOUR CURVE 98+18.89 BC) NB DETOUR 102+32.23 PRC C/L NB VAN BUREN 98+28.83 = NB DETOUR 98+18.89 BC NB DETOUR 110+82.08 BC RADIUS POINT NB & SB DETOURS CURVE (110+82.08) NB DETOUR 113+50.36 PRC RADIUS POINT NB DETOUR CURVE (113+50.36 PRC) NB DETOUR 116+35.00 EC = C/L NB VAN BUREN 116+40.67 SB DETOUR 104+49.08 EC SB DETOUR 110+82.08 BC SB DETOUR 113+69.92 PRC RADIUS POINT SB DETOUR CURVE (113+69.92 PRC) SB DETOUR 116+82.17 EC = C/L SB VAN BUREN 116+86.30 LIMONITE DETOUR 19+48.78 8' LEFT 20+50.73 BC PEDLEY ST LIMONITE DETOUR 18+35.60 EC RADIUS POINT LIMONITE DETOUR CURVE (18+35.60 EC) LIMONITE DETOUR 15+92.53 BC LIMONITE DETOUR 15+10.98 = 109+63 NB DETOUR LIMONITE DETOUR 14+76.98 = 109+63 SB DETOUR C/L COLLINS 3+13.06 = C/L HOLLADAY 10+00 C/L LIMONITE 16+33.07 = C/L COLLINS 0+00 C/L HOLLADAY 14+02.27 = C/L SB VAN BUREN 109+54.79 LIMONITE DETOUR 12+67.87 BC LIMONITE DETOUR 14+04.18 EC RADIUS POINT LIMONITE DETOUR CURVE (12+67.87 BC) LIMONITE DETOUR 13+98.98 = 109+72.54 SB VAN BUREN VAN BUREN OFF RAMP 12'RT C/L NB VAN BUREN 97+79.42 POC LL VAN BUREN OFF RAMP 100+51.30 EC LL VAN BUREN OFF RAMP 106+91.73=21+95 C/L LIMONITE LL VAN BUREN ON RAMP 108+00.55 BC LL VAN BUREN ON RAMP 110+18.06 EC LL VAN BUREN ON RAMP 113+66.53 BC LL VAN BUREN ON RAMP 114+67.01 EC=18.02' RT C/L NB VAN BUREN C/L VAN BUREN 98+22,15 = SB DETOUR 98+11.19 BC RADIUS POINT SB DETOUR CURVE (98+11,19 BC) SB DETOUR 102+20.72 PRC FOR REDUCED PLANS ORIGINAL SCALE AS IN RCE# RIVERSIDE COUNTY, CA. FOR ROAD COMMISSIONER SURVEY CONTROL POINTSor SHEET ,6t'j SHEETS LEGEND lcORI-ZAIVL? CE1k751V7-05)NC,RE75 (AC'C,) STT 67-IFAi,7)WO PLANE Pl'?01 GE GRADE,I � D/N7 R1W 01'::-,41AY ZIIV,5 )O/K/ RE7,011'v'11VG woLG GUTTER DETAIL 2 v ENGINEERS & PLANNERS • (714) 888-1401 164 W. Hospitality Lane • Suits I • P.O. Box 8124 • San Bernardino, CA 92412-8124 'A",C) VAAF, 8'AHC-) VA,2, TO Z ffCl4Z- -5e�'/, Pl,�,4Z-1<SEE GUTT�(2 DETAIL TY�E Iq " cine L TYPE '1"cue�3 GU r7'ER - APPROVV( --tfESSt0A,. JERRY M. DUNLAP j� No. 15698 x.x.6'1 T1 ' D"W" CT 'B-7 J L '(57 OF C - Dm" 8-7 job me. 7 0 IIA '; C,'A1V,6;> VA L 7-0 PEDLEY RD. /01 7 EX/ST 57,PEET 38' ANC) VARP14ES TO 3-S 5.5A, C Xc LIMONITE AVE, DATE: APPROVED BY: DATE: FOR REDUCED ORIGINAL SCAT L COLLINS ST. TYPE "A` CURB A 1-4L> IIA 2 -ry'=E -50 040<i -C- 7 YOE �X/ST. STREET TAPER DETAIL A. 0, 7X A'R ro ,gf-XISrIA1G CL/RS. CryP104,1 ALL Z-00A7-10A1,q.) VA KF E!S -j 0254C Jr2 SConE 4' T7 7r7 7/ 17 17 /7J --,D' =- Y5�C>A TYPE SWIS r. ,STREET FLAB / LIMONITE laA^Sjj =r�- LIMONITE FRONTAGE ROAD VARli 0 INCHES I 2 A/o ge"4Z 6 DATE BENCH MARK: a' VARle!5 91/w % VARIeI5 v7 7//'/ '7/7 7-YA:L- 1yA='c— ;a LIMONITE ON RAMP A'657-& A1110 1e4'V67M,5-A17- L-CMIZIS TTYRET�lpc S TYPICAL SECTIONS W.O. NO. 84—WI012 IF6 Rt F. mmm� SHEET 3, OF 61 SHEETS FILE NO: ss (D TY/�E 50 COMCRE% E &A '67R STAT/ON 99100 SOUT`/BOUND TO STAT/ON ///7400 ivoR7 1,BOUND. SCA LTRAN .97-D. O2 S'STAT/ON 99100SOUTi`/BOUNOTo STAT/ON/077`00 '70/ 1711000N0 3O S'.STAT/ON /07"00 NORTHBOUND TO STAT/ON///t00 N0.4TH, 0L1A10. ® SPEED CHA/16,5 LAME 1,9W0 7411='&P TH/CKit/ESS ST,S'. 94 two TO 6r4 /OG -- 45 - O. 45 l qc 0.80 Af3 STA. /071 SO TO STA. /1 + 70 - O. 40 AC e 0.75 'FIB TYPE "4 A.C.O/14� /\\-1A =1A cD10WW7=9'Bv ENGINEERS 6 PLANNERS • (714) 888-1401 . 164 W. Hospitality Lane • Suite 1 • P.O. Box 8124 • San Bernardino, CA 92412-8124 PAVEMENT RE/NFORC/NC FL1B�4/C EX/ST. STREET NE ANG 7Ar-,5e EXI57JNG _ // ' '�?' Uf%P/E5 0 % f I m,P/ES SPEED CHfJNGE LA/UE5 ANO 7,qRE/25 3' A, /�' Drow LB '87 Job No. TERRY M. DIM AP No. 25698 Exp �- 30- I-- , Ci'VII_ e lit -a 20A. C. C/wG o20ac. RESURFAC/�tlG EXIST. cRos�s jscoPE+ coq EX/ST. STREET sou q 4500N5;' REVISIONS: Y on I V u WA Vs.b II 11 -,-v 310w W. .- o 0.25 A.G. 0-50 A.C. A115 OFF EXlS`7"/NG NOT2Tf-! ,BOUNb _ FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES I I APPROVED BY: REGISTERED CIVIL ENGINEER NO. DATE: REGISTRATION EXPIRES APPROVED BY: � SCALE: RIVERSIDE COUNTY, CALIF. FOR ROAD COMMISSIONER DATE: G - 249 -}© DATE / ROUNC7ING TYPE R �, A.C, piKE I TyPE'B' 50;4.8. ALB. OFF 40 A.B. NB DN 35 /A. C. TYPE A "A. C D/KE BENCH W Q E'ETH/NiNG P. G, 4 U, P P. Q T.P,9CKS 3AGGAST 54,15- 134zG A757 - ' W.O. NO. 84-WI019 150: L EGfND - 41"I%SOFA5PfIAL T CONCRETE - — — - - — �1!E/M�iVT PORTLANO Cl_ 11 /f lrCOIVCR,57 --- 1 - - - ; -es— -CNA/N L/NWF,Ei(/GE' - - ti T ---H /6 CORO MAN51710A/ - -= RE7411 IVS waGG r ACCESS RAMP - -- - _ - - 715 rn ril L_ -7/O - • — - -- 1 7t ✓ i i ,t'it}t''rr ` �^ t �vj " 3sj.„. ,_=, -{�t_�- .r ci�r} '_" rmt_`i ij.t i t._��,J f-', � —:SfP-id te. "ra -t _,.•..—.._� -_��ii ^.. . m�� .t. �_ __�'„4�"�_,,°{p"f` .�__�"_`._..,".. -_-.i� 1ici. O,_F__ ` ~_-y.�_A,-' --w'.-.-,T..,.._--..'.�".,--m-L,'"J„- i .-) —`„�d_t s..�.�,. _—.:__....�b...,._._-.__: 22 -1_-5 . r,t .,�._:.'..._'�';j:x!lS�-..¢.^_.:?..,: �, rc t• ..— ...__.....____,.._;.--..,...—,..`..�_,<, —. —.-.�r—,16 ',,�J„j..�•.`'. 7b'.tA°1#' . _...�_ 17 3�t 18 + _, -�_.__. __•" r"_ �, f_ ,r?, _ i.fit 19 F+ _2 .4.,EiO 2} �1 ? t© 3 2fii4' 21- ��`•„j}iI3? 2 3 "R ` 1 d E TI N}}1ii W 2.'_,r.i•J 4 � ' - - — 2. 5 13 + 0`.95 AH D. 16159.38 B.C. 23121.20 B.C. 26+85.00 BK: 16+25.07 21 + 10.27 1 L/M0A11FE 30 18+54.14 E.C.450. VNeuREA15zVP,/Z TE72 C.L. FENCE MEEN=� 98 /s V�NEUREN611-T M1002fASEM T , al-QgluQuil ii i If FI t !'2, If 4 q3 bp�02 �WRGS�3z IR- I - -- - 70 r .,'t r�« .i,{l—i.�wpr,T_1i,'i. I t�-..�i i>.f "3''Frt`,r i .. ;, f- . '\� }.e.�.'', �a'j S..r rt/ •_,/v.�f,,�,Y d'♦+1 r-1,`^"'/„n^�`_<tr/ t,%_s..c/:- �i. f �..?i1.d:�.d ..3,. : ,. Y ',f,i: ” ;; f r t j - :�i ,A 1 .i vt;,)';` t'); lj'1.�it j _P .,t. -.�.� W� 1,/, (+ ..!x `4tr 3.il� iIy'i -r. , 1 ”' .r71t:s'i ,7I :1,, -..'�..`.. e..d,.�....�.:,•:,, ^"�'` 'y"f"Ypi.,-£r5�.vI”�f},;ii�P! , ?# i� :.rIi:::;?�' :rf !y.: t �:f?:+:l : (;.:7 : :, i,E i t $y"},ibs tt.� .J/ rt i�i'!P3E{k.if_IE is';>j ,'Ni7)ti;.*.,c:,�t&`&.r3g.;i :,fi� d..P:,i%jfti1/a,F3r:t ,} itF ' . t �__".s_.. _/_.A._-,� ° j{3 _ • tY�t` `C�Jo .,,' am;a'' -"y@- �-'�-�a. ,,'.". k' ^-,.-:i.i.,' b '�7T^f{iF.-� ,.-_ .. ...,-'.. .`..:.<.,._`/£-:-^.-.�Y.. ..€.t .`:.._._._,_,.... -��«' ':. -_ ' �'-'�Ey;I ..v*_.t.�'.�,*. .fifi ..�,f„' ��e. 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Hospitality Lane •Suite 1 • P.O. Box 8124 •San Bernardino, CA 92412-8124 p,o.r La'57FOR ROAD COMMISSIONER Job No. - --- DATE:-�- Q�j DATE W.O. N. k R8. g 'PLANS 0 3IN INCHES [y" :� ' J MEET EX/S' T. ?� Q 9$f24 06 RC.C. St% /MR S.B. O v ? N 4 � 'Z ti O x,295/.9 9) CRASH C41SHIOAl CC- RF14.r.) VAN OUREN OLVo A/ORTH STA. //5,A00 To SX4. /23,*G7 O M�W�= �----1-z NB tP�vMEI� - 9 , 9 R=354i+I' 7l Q,//"I$'O✓�� G= 039.79' 4 g� Al o. 20'1,q. e L/C�2.F'Gy 7+ 79.42 N. S. 95f3t12P,C.C. EXisT'�cc _ t4727�; VAN BURFN .BLVD SDUTH /NDiCATES ST�1TioN Oii/ Rr�ERSiDECo. RGa4o STA. 941-00 TD ST.4. /00x00 S FFHSuj' REVISIONS: APPROVED Q`4,r ``� _l Fy HSL '86 ` 1 ` I Pwe '88 7�QW //AOl!i�� ENGINEERS 6 R L A N N E R S • (714) 888-1401 164 W. Hospitality Lane a Suite 1 • P.O. Box 8124 • San Bernardino, CA 92412-8124 Des" CT ' 8-7 I Chocked J L 'B-7 Drew JJ H ' 55 Joe Me. INCI i i — —�I O.MR_ -. t 41 lye,_/MPR0Vf,7MENTS 11,N — ' 7an—-------------------- — N 151c 061,60P GV��%7 --------------- --O/rC z % 49 rc UU P R J MEET EX/S' T. ?� Q 9$f24 06 RC.C. St% /MR S.B. O v ? N 4 � 'Z ti O x,295/.9 9) CRASH C41SHIOAl CC- RF14.r.) VAN OUREN OLVo A/ORTH STA. //5,A00 To SX4. /23,*G7 O M�W�= �----1-z NB tP�vMEI� - 9 , 9 R=354i+I' 7l Q,//"I$'O✓�� G= 039.79' 4 g� Al o. 20'1,q. e L/C�2.F'Gy 7+ 79.42 N. S. 95f3t12P,C.C. EXisT'�cc _ t4727�; VAN BURFN .BLVD SDUTH /NDiCATES ST�1TioN Oii/ Rr�ERSiDECo. RGa4o STA. 941-00 TD ST.4. /00x00 S FFHSuj' REVISIONS: APPROVED Q`4,r ``� _l Fy HSL '86 ` 1 ` I Pwe '88 7�QW //AOl!i�� ENGINEERS 6 R L A N N E R S • (714) 888-1401 164 W. Hospitality Lane a Suite 1 • P.O. Box 8124 • San Bernardino, CA 92412-8124 Des" CT ' 8-7 I Chocked J L 'B-7 Drew JJ H ' 55 Joe Me. INCI nrrrtvvcv-oa - REGISTERED CIVIL ENGINEER NO. DATE:. REGISTRATION EX%P`�IR9SS APPROVED BY: SCALE: � RIVERSIDE COUNTY, CALIF. FOR ROAD COMMISSIONER GATE: 6-28 ^ g DATE i nrrrtvvcv-oa - REGISTERED CIVIL ENGINEER NO. DATE:. REGISTRATION EX%P`�IR9SS APPROVED BY: SCALE: � RIVERSIDE COUNTY, CALIF. FOR ROAD COMMISSIONER GATE: 6-28 ^ g DATE P AFI - -- _ - a - r �- - 0 r_- 30ve 730,3 - -- - "} - - - - - ... - -- - - --- - -- - - - _ , - it - -- - 730 V<1 - Ell Ift -_ y i - 23 22 21 20 1 /8 17 1ro 21 22 23 24 le Lzo ENOTYPEA`Ct1R8 3SRT ` \ \ iz G.l . �ti�c� �✓� \ , 20 71-5'0 7.3,eG. 1947s�.5EC. 237113.&4 PCC. 43ARR/C.40E PERSTO N'� 810 zv�,rzv WEe ^� or ii" YY h I f �p \ � k r 4�/ I94=7o453�F"`Fi'- X'� O = f• �' y - o \ { �y • q i D. � � / o 1 — wv.2 22 23 4 2.� � t � � ��-� r.,1 �{'�. �R •_----., ;. %� '�� rig �"�� , � ��---------- ,. r------•-------- - -: X— °`°°• a. , \� e- —ti - \ \ \ t t \ �EM0�1= E=X\STING PA✓E�MENT�GIiI�E=RTS ANV �AGILIlZ TtF✓S THLS ARES. G2AOE750 TO �... l_ N . Lua P€oc,!�7y RoAo11IC�Vl-i>7�n�1s � � (�56 rH r r .✓--� � V � / �V ��, GS Y ..q mss• q "�w IIE ' � & ..��'� � `. s / t = 2"lt �/MONITE4d� /f�I 5A A173 Q ��G.4T/C>tJ a �. � � � � � �� FOR REDUCED PLANS 0 1 2 3 ,�.� ate_ A �.,, ORIGINAL SCALE IS IN INCHES ( I L ► I I 1 REVISIONS: APPROVED BY: APPRO;I HSL '88 n PWC X88 REGISTERED CIVIL ENGINEER NO. DATE: REGISTRATION EXPIRES ' SHEET ® SCALE: " _=:ENGINEERS & PLANNERS APPROVED BY: �O �F-llBORizT1'Z BENCH MARK. OF (71I) 1411 CT 81 -7JL 8sSl e \°# � RIVERSIDE , CALIF. � � K1Iy� h� REN 04vo, e 1p7+o�L. Ir�MopN _ - �p9 21x12 0 - Z _ 4) 5• �. ��vp. � s8 �1�% l2 ; ; ; - 8�v SAINN �LUp N,0• EN 6 L) ' 02 • J u I 30 tq . �i 68 ' 02 34 02 yPE N 1 ON RA/✓tP j06 BUTEN pLV�" o PcIER�'' •� cv��' �L 108�'00'55�G /OG f98• MpLIMdNI� ©/.'1( ol. Ze OZ 9 1p5 0/. - - - SAM p ' 106 i , ; ; =2.5 _ oN Al1�J 10 0g2 / o�� R o al LL N 0/.93 Ql.ld! 5 A G N oll 2 04..4 U•pRR SUR TYPE t -ryPE � � T•�Pc 07-- 0 7 FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES I REVISIONS: APPROVED BY: APPR /A` D PWC 'E>8 REGISTERED CIVIL ENGINEER NO. Ry W, tip\ m DATE: REGISTRATION EXPIRES ENGINEERS & PLANNERS ,_ loo. 393 ' APPROVED BY: p SCALE: • (714) 888-1401 • D• a CT 87 CMeRW J L' 8% f \ RIVERSIDE COUNTY. CALIF. A 164 W. Hospitality Lane • Suite 1 • P.O. Box 8124 • San Bernardino, CA 92412-8124 po.n JJHs 65 Job No. ®F DATE: G^ �j yy FOR ROAD COMMISSIONER DATE /09 PILE 7'2-5'5- 3 LL 2'GT. " 0g2 / o�� R o al LL N 0/.93 Ql.ld! 5 A G N oll 2 04..4 U•pRR SUR TYPE t -ryPE � � T•�Pc 07-- 0 7 FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES I REVISIONS: APPROVED BY: APPR /A` D PWC 'E>8 REGISTERED CIVIL ENGINEER NO. Ry W, tip\ m DATE: REGISTRATION EXPIRES ENGINEERS & PLANNERS ,_ loo. 393 ' APPROVED BY: p SCALE: • (714) 888-1401 • D• a CT 87 CMeRW J L' 8% f \ RIVERSIDE COUNTY. CALIF. A 164 W. Hospitality Lane • Suite 1 • P.O. Box 8124 • San Bernardino, CA 92412-8124 po.n JJHs 65 Job No. ®F DATE: G^ �j yy FOR ROAD COMMISSIONER DATE /09 PILE //\\ V1 S1 A OI1I��Zw ENGINEERS 5 PLANNERS • (714) 888-1401 . 164 W. Hospitality Lane • Suite 1 • P.O. Box 8124 • San Bernardino, CA 92412-8124 ApPROV£D go cE DeaWW CT '87 Dhtc,w J L ' S7 D,o, J M [&a Job No. ;teg, M UN LV No- ;5698 Wit REVISIONS: HSL 77 PWC 'fl ) PLANS E IS IN )VED BY: N OTE : SEE- P.4!/EMENr OEG/NEArloAl I SHEETS =OA' v5T,le4o/NG 0,= 4411 7�-4N51 r/OMS. TyoE11 REGISTERED CIVIL ENGINEER NO. DATE: REGISTRATION EXPIRES APPROVED BY: RIVERSIDE COUNTY, CALIF. DATE: A -29-g0 FOR ROAD COMMISSIONER 3 f��4VE1�7 SCALE: BENCH MARK: V &" J r1— II &W-11111101 IOF 61 20 FILE N DATE WA NOLRa-WIA19 CAG: FR tJ� N U N \ _ �` IMi�,Pg1/CMENTS S.B. 104.1 49, O's EcZbE —I— /O _ It//S�o3'07 W G3 Ofd' 98 // 19 IY/7N �`U2EV i�ETOU�' _ _ - - 98 /021 32. 3 P.PG �EZIXJQ I 98 t/£3 • E33: 0,C. V/;N z�3U,0SV /7E7ZYJ1e- 98 t 2�- 83 ✓N-/��'lJl2EN N. P� /0 2t 20. 72 PecETGY/ll _ _ /O ¢ t 4 9.0 8 0 0 IOO /lVPPOUEMENTS A/ 0 _ J' VA N aU/2EN C A//e /i f ' hie i 1 /5 192.53 A5. C. U.P. R. R..P/W — �TAGE �' j',Q,QF'iC/�` � AIvES 7"EMPORA.E'�1 EASEMENT ll�/W TEM AOS-�� y E ASEM EA/T EXIST/NG & /M�QOUEMENTS -5.6 ---------------' -----------------N---- ---------- - O STAGE CONSTCUC T/ON ST.9G� J.Z /NTE,C75ECT/GAN REVISIONS: HSL'88 r /I fIPI%f – asY al PWC �3 �... U- GE , ENGINEERS & PLANNERS — @+a �?J30193 � DE5/GVED C% ' 57 CHECKED TG 87 ( 14) ✓ 1401 DRAWN TN7 SS TOb r/o.eSCai�b`mt'`e 164 . h&osptality Lane Suite I Box x 8124 San Bernardino, CA 92442-8124 r; / , 57� CO Q LEGEND : �I� res ; Pk'EI//oUS CONST�X'T/CN SiAC�E'S f�,�'1/E"MENT STA/GS MINIMUM 1`91/E/W4S"7- T/V/S CoNSTF�2/GT/d </ SO T/-�G-> x x x 7/vrE,CSEc.noN 611A917'15; 7-h1/16 GTA6E A INAGL NIJMBE 73198.98 G/MGX//TE�ETOUCC = /04� 72. S4 EXISTING /MPPOVEI//E>L/T� S.g _ r- EKI�T/hJG � INIl�l201/E/V/EIJ 7�5 L� J/6 S - no � n //Q -82, OE3 3.0 ___---' �-- U'0 ,P. 2 R/W -" +l2 �- TEMPO.P.92'� EASEMENT I � s7 -AGE IS C©NST2UCT/Ole/ ' I ST`A(E /N 7-67ZS EC 7-7O)K-/ & I/AN F3U2EN LCT®[1.P /o �/r TEM�4'92�/ EASEIVIE/VT n \0 r l A� �o C� G� �y a 4 i-� STAGE = CO k5T FIJCToN TACE -= & Y /N T-E,�SEC T/QN & VA N t3 05Al ,BG V® FOR REDUCED PLANS 0I I � 3 ORIGINAL SCALE IS IN INCHES APPROVED 6Y: REGISTERED'CIVIL ENGINEER NO. DATE: REGISTRATION EXPIRES APPROVED BY: SCALE: BENCH MARK: lII = aUI RIVERSIDE COUNTY, CALIF. FOR ROAD COMMISSIONER DATE DATE: ('^ZS-j4b / Co * 8(:2, 0 V/7I /eU10EN �G3 I/ o_ 3S,Q0 V,9N 3UPEN OETbU� I /6 t 40. Col VF/N 1-r QSQ N <3. -- _ n7 - /7 �K/STING x/.13. CU0VE /�/-? 7-/7 No. R d 34-' 02 /, 247' 18-48 s9" 409-153' 3 1, 2S0_' �o SCo 23 21G E'S' /,0/6' 36, l 050' f2 77 SO" ZC00- 2P' 1, 21Co' 13v 35'4S' 001,_04' 73" 02' 50" OB 4, CD4' Q J, 0,50' 14-/8'4S" 3i2. 0S' iU 400 ' 34©40'03" 243.0-7 I( O � EX/ST/NG I/En,7EN77s - s.B. 3 _ - - F7 - - -1 - - 775 -_ Or- - _ - )lu - - - Y - 17 VA - - - __ - -- - - 7/5 -, I 77 — - -- o — - ------------ IL 4! r tlz IV - _ -- ---- - — --Alo Al - -- --v Vu - - - - - _ - - TQUFZ -Y - - _ - - 7 - - , -_ • _ ___ _ `_. f ♦ Q .yam T i 1p VIC 1 tv 011 I LI ION ITS VC -TOUR, OVERLAY ON V^N EUREN ROM LIMONITE ®STOUR PROt= t t_E I" = 60' F loiZiz . �EFZ7" 0'.30 A. C. 2 2 tI( l( �� II i► 2 2 0.7rJ A.g• VAN 5UREN ®STOUR i NO SGAI.E / LIMON ITE DETOUR NO sGAL_E FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES REVISIONS: APPROVED BY: APPRO 6� v FESS104" H SL ' 88 e ® F JERRY M. PWC '88 DATE: DETOURS SHEET 15 REGISTERED CIVIL ENGINEER NO. REGISTRATION EXPIRES ENGINEERS & PLANNERS e O-9® C �� 34VS 93 APPROVED BY: SCALE: BENCH MARK: OF 61 SHEETS • (714) 888-1401 • De*Woa CT 18"7 chacmd J L 87 � CIWL RIVERSIDE COtMTY, CALIF. AS SF-1ow N FILE NO. 164 W. Hospitality Lane • Suite 1 • P.O. Box 8124 • San Bernardino, CA 92412-8124 Draw( iM (SS Jeb No OF DATE: U-2�-90 FOR ROAD COMMISSIONER DATE W.O. NO. 84-W1012 < FOR: F.B. E 902&00 HOLLADAY STREET 0 100 0 100 200 1. CONSTRUCT UPRR SHOOFLY (EXCEPT ACROSS LIMONITE). 2. CONSTRUCT VAN BUREN BLVD. TO INTERIM GRADE. VAN BUREN TRAFFIC TO PASS THROUGH CONSTRUCTION AT ALL TIMES (ONE LANE EACH DIRECTION WHEN WORK IS IN PROGRESS, TWO LANES IN EACH DIRECTION AT ALL OTHER TIMES). 3. CONSTRUCT COLLINS, HOLLADAY, AND PEDLEY TO FINAL GRADE - 0.08 FEET. 4. CONSTRUCT LIMONITE DETOUR (VAN BUREN TO PEDLEY). 5. CONSTRUCT TRAFFIC SIGNAL AT LIMONITE - COLLINS INTERSECTION, INCLUDING RECONSTRUCTION OF DRIVEWAY ENTRANCE TO SHOPPING CENTER. BEGIN CONSTRUCTION OF TRAFFIC SIGNAL AT LIMONITE/PEDLEY INTERSECTION. 6. CONSTRUCT TEMPORARY TRAFFIC SIGNAL AT VAN BUREN - LIMONITE DETOUR INTERSECTION. 7. RELOCATE LIMONITE GRADE CROSSING RAILROAD PROTECTION DEVICES TO LIMONITE DETOUR GRADE CROSSING. COMPLETE UPRR SHOOFLY AND ROUTE R.R. TRAFFIC ON SHOOFLY. (LIMONITE CLOSED TO THRU-TRAFFIC FOR 2 -DAYS. THRU- TRAFFIC ROUTED LIMONITE - COLLINS - HOLLADAY - VAN BUREN - CLAY - LIMONITE). 8. ROUTE LIMONITE TRAFFIC ON COMPLETED LIMONITE DETOUR. �i\v/7 S1A-.== (010V W" ENGINEERS & PLANNERS • (714) 888-1401 184 W. Hospitality Lane • Suite 1 • P.O. Box 8124 • San Bernardino, CA 92412-8124 1. COMPLETE CONSTRUCTION OF TRAFFIC SIGNAL AT LIMONITE - PEDLEY INTERSECTION AND LIMONITE FRONTAGE ROAD. 2. BEGIN CONSTRUCTION OF RAILROAD STRUCTURE. 3. CONSTRUCT VAN BUREN SOUTHBOUND MEDIAN WIDENING. 4. COMPLETE CONSTRUCTION OF VAN BUREN DETOUR. 5. ROUTE TRAFFIC ONTO VAN BUREN DETOUR. NOTE: AT THE OPTION OF THE CONTRACTOR, WORK LISTED IN ANY STAGE MAY BE STARTED OR COMPLETED IN ANY OF THE PRECEDING STAGES IF IT DOES NOT INTERFERE WITH THE SAFE PASSAGE OF TRAFFIC AND AS PERMITTED BY THE ENGINEER. REVISIONS: APPROV QRp1ESS10,yq� HSL ' SS Pwe Be NLA; - 2 e 90 Rce /5(,2c/&9 No b.,a CT '6-7 CMatW JL' 8'7 CWI Doom J.1H = '88 ,roe No. Fp� OF G ORDER OF WORK 1. CONSTRUCT LIMONITE STORM DRAIN, FROM 100 FEET EAST OF COLLINS TO OUTLET, PRIOR TO ROUTING TRAFFIC ONTO LIMONITE DETOUR. 2. CONSTRUCT COLLINS STREET STORM DRAIN PRIOR TO ROUTING TRAFFIC ONTO LIMONITE DETOUR. 3. CONSTRUCT LIMONITE TO VAN BUREN STORM DRAIN FROM 127 FEET RIGHT OF 93+50 b VAN BUREN TO 80 FEET RIGHT OF 24+00 b LIMONITE PRIOR TO BEGINNING UPRR SHOOFLY CONSTRUCTION. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES APPROVED BY: DATE: APPROVED DATE: G.. 232 - REGISTERED CIVIL ENGINEER NO. REGISTRATION EXPIRES 1. 2. 3. 4. SCJ�LE: BENCH MARK: RIVERSIDd COUNTY. CALIF. 1 "= 200' FOR ROAD COMMISSIONER DATE CONSTRUCT LIMONITE%VAN BUREN STRUCTURE. COMPLETE CONSTRUCTION OF UPRR MAINLINE STRUCTURE. CONSTRUCT VAN BUREN ROADWAYS AND SPEED CHANGE LANES. ROUTE VAN BUREN TRAFFIC ONTO WESTERLY 64' OF COMPLETED VAN BUREN STRUCTURE. L EGET /D G:3 UAVOER CONSTRUCT/Orl/ COMRLETEl7 CON9TR.UC7`/0N .~ TRAG'F/C ROUT/AVG W.O. w STAGE CONSTRUCTION TRAFFIC HANDLING PLAN 94-WI012 I FOR: F.B. r ET 16 5L SHEETS cc .n1a r v..av� 0 ....,. N IN IN IN i ------1•: LIMONITE \ l i \l AVENUE -------- IN `\r LIMONITE STORM DRAIN ,1 \\0 \\ 7.N , ,,, H \� \\ '\N `, aH STAGE 1 IN A Nh 1\No V, \\ `1A \' H „\ IN H Z \ 1. CONSTRUCT UPRR SHOOFLY (EXCEPT ACROSS LIMONITE). 2. CONSTRUCT VAN BUREN BLVD. TO INTERIM GRADE. VAN BUREN TRAFFIC TO PASS THROUGH CONSTRUCTION AT ALL TIMES (ONE LANE EACH DIRECTION WHEN WORK IS IN PROGRESS, TWO LANES IN EACH DIRECTION AT ALL OTHER TIMES). 3. CONSTRUCT COLLINS, HOLLADAY, AND PEDLEY TO FINAL GRADE - 0.08 FEET. 4. CONSTRUCT LIMONITE DETOUR (VAN BUREN TO PEDLEY). 5. CONSTRUCT TRAFFIC SIGNAL AT LIMONITE - COLLINS INTERSECTION, INCLUDING RECONSTRUCTION OF DRIVEWAY ENTRANCE TO SHOPPING CENTER. BEGIN CONSTRUCTION OF TRAFFIC SIGNAL AT LIMONITE/PEDLEY INTERSECTION. 6. CONSTRUCT TEMPORARY TRAFFIC SIGNAL AT VAN BUREN - LIMONITE DETOUR INTERSECTION. 7. RELOCATE LIMONITE GRADE CROSSING RAILROAD PROTECTION DEVICES TO LIMONITE DETOUR GRADE CROSSING. COMPLETE UPRR SHOOFLY AND ROUTE R.R. TRAFFIC ON SHOOFLY. (LIMONITE CLOSED TO THRU-TRAFFIC FOR 2 -DAYS. THRU- TRAFFIC ROUTED LIMONITE - COLLINS - HOLLADAY - VAN BUREN - CLAY - LIMONITE). 8. ROUTE LIMONITE TRAFFIC ON COMPLETED LIMONITE DETOUR. �i\v/7 S1A-.== (010V W" ENGINEERS & PLANNERS • (714) 888-1401 184 W. Hospitality Lane • Suite 1 • P.O. Box 8124 • San Bernardino, CA 92412-8124 1. COMPLETE CONSTRUCTION OF TRAFFIC SIGNAL AT LIMONITE - PEDLEY INTERSECTION AND LIMONITE FRONTAGE ROAD. 2. BEGIN CONSTRUCTION OF RAILROAD STRUCTURE. 3. CONSTRUCT VAN BUREN SOUTHBOUND MEDIAN WIDENING. 4. COMPLETE CONSTRUCTION OF VAN BUREN DETOUR. 5. ROUTE TRAFFIC ONTO VAN BUREN DETOUR. NOTE: AT THE OPTION OF THE CONTRACTOR, WORK LISTED IN ANY STAGE MAY BE STARTED OR COMPLETED IN ANY OF THE PRECEDING STAGES IF IT DOES NOT INTERFERE WITH THE SAFE PASSAGE OF TRAFFIC AND AS PERMITTED BY THE ENGINEER. REVISIONS: APPROV QRp1ESS10,yq� HSL ' SS Pwe Be NLA; - 2 e 90 Rce /5(,2c/&9 No b.,a CT '6-7 CMatW JL' 8'7 CWI Doom J.1H = '88 ,roe No. Fp� OF G ORDER OF WORK 1. CONSTRUCT LIMONITE STORM DRAIN, FROM 100 FEET EAST OF COLLINS TO OUTLET, PRIOR TO ROUTING TRAFFIC ONTO LIMONITE DETOUR. 2. CONSTRUCT COLLINS STREET STORM DRAIN PRIOR TO ROUTING TRAFFIC ONTO LIMONITE DETOUR. 3. CONSTRUCT LIMONITE TO VAN BUREN STORM DRAIN FROM 127 FEET RIGHT OF 93+50 b VAN BUREN TO 80 FEET RIGHT OF 24+00 b LIMONITE PRIOR TO BEGINNING UPRR SHOOFLY CONSTRUCTION. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES APPROVED BY: DATE: APPROVED DATE: G.. 232 - REGISTERED CIVIL ENGINEER NO. REGISTRATION EXPIRES 1. 2. 3. 4. SCJ�LE: BENCH MARK: RIVERSIDd COUNTY. CALIF. 1 "= 200' FOR ROAD COMMISSIONER DATE CONSTRUCT LIMONITE%VAN BUREN STRUCTURE. COMPLETE CONSTRUCTION OF UPRR MAINLINE STRUCTURE. CONSTRUCT VAN BUREN ROADWAYS AND SPEED CHANGE LANES. ROUTE VAN BUREN TRAFFIC ONTO WESTERLY 64' OF COMPLETED VAN BUREN STRUCTURE. L EGET /D G:3 UAVOER CONSTRUCT/Orl/ COMRLETEl7 CON9TR.UC7`/0N .~ TRAG'F/C ROUT/AVG W.O. w STAGE CONSTRUCTION TRAFFIC HANDLING PLAN 94-WI012 I FOR: F.B. r ET 16 5L SHEETS �/\v%T" = ENGINEERS 6 PLANNERS • (714) 888.1401. 184 W. Hospitality Lane • Suite 1 0 P.O. Box 8124 • San Bernardino, CA 92412-8124 1. CONSTRUCT RETAINING WALL NOS. 1,2,3 & 4 (PORTION OF 3 ♦pnRov , ��iiEESSIOp� "RR! 14 7- 72- 9" "-o RL c 6 6!?,g C1' ' 8.7 J L ' 87 'sVsk Dw+r•e CMa.. JJH '88 Diem ,!N IN. - ... RETAINING WALL NO. 2 CONFLICTING WITH LIMONITE DETOUR TO 1. REMOVE TEMPORARY DETOURS AND U. P. R. R. SHOOFLY. SHEET.. "TCONSTRIUOTjO OF 6 I SHE BE CONSTRUCTED IN SUBSEQUENT STAGES). FSL�88 PWC APPROVED BY: SCALE: ^ 7 1 200 RIVERSIDE COUNTY, CALIF. DATE: &-;Z8- g� FOR ROAD COMMISSIONER DATE BENCH MARK: 2. COMPLETE CONSTRUCTION OF RETAINING WALL NO. 2. 2. ROUTE R.R. TRAFFIC TO PERMANENT ALIGNMENT AFTER THIS W.O. NO. 84—iN1012 I FOR: F.B. STAGE OF RETAINING WALLS ARE CONSTRUCTED. 3. CONSTRUCT VAN BUREN NORTHBOUND OFF AND ON RAMPS, INCLUDING TRAFFIC SIGNAL SYSTEM. 3. COMPLETE CONSTRUCTION OF LIMONITE 4. ESTABLISH TRAFFIC PATTERN AND PLACE FINISH COURSE OF 4. ROUTE TRAFFIC ONTO COMPLETED LIMONITE AVENUE. ROUTE ASPHALT CONCRETE (0.08' MINIMUM THICKNESS). LIMONITE—VAN BUREN TRAFFIC TURNING MOVEMENTS VIA LIMONITE ON RAMP AND VIA SIGNALIZED "T" INTERSECTION AT HOLLADAY 5. REMOVE EXISTING RAILROAD GRADE CROSSING AT 56TH STREET. STREET AND VAN BUREN BOULEVARD. L EGfAID U/VOER CONSTRUCT/ON COMRL ETED COA49TRUC7`/0N f TRAFFIC ROUT/NG FOR REDUCED PLANS L 1 l I l ORIGINAL SCALE IS IN INCHES 3 ♦pnRov , ��iiEESSIOp� "RR! 14 7- 72- 9" "-o RL c 6 6!?,g C1' ' 8.7 J L ' 87 'sVsk Dw+r•e CMa.. JJH '88 Diem ,!N IN. - ... REVISIONS: APPROVED BY: DATE: REGISTERED CIVIL ENGINEER NO. REGISTRATION EXPIRES STAGE TRAFFIC HANDLING PLAN SHEET.. "TCONSTRIUOTjO OF 6 I SHE FSL�88 PWC APPROVED BY: SCALE: ^ 7 1 200 RIVERSIDE COUNTY, CALIF. DATE: &-;Z8- g� FOR ROAD COMMISSIONER DATE BENCH MARK: FILE NO. W.O. NO. 84—iN1012 I FOR: F.B. } i _ - __ j_ __ _ _- - � _ __ __ 1 - ; _--- -_ REGISTERED CIVIL REGISTRATION E SCALE: I *I;. A t4 /5 v , n C3 C3 � g:lvs ., F W a W� > z W J p F- U .-. 0® L` � w ® ® I- � w J r v ., o H Q > Q < x �`' = Q v z Q Fa Y J Q 3 0 z ¢ q w ' p W L7 W I- u w v p u ., } u W� w v p z X � p 0 v �® E `7 v PIPE LENGTH (LF) FRAMES, GRATES AND COVERS MANHOLE CATCH BASIN DESCRIPTION STATION < LIMONITE AVENUE UNLESS OTHERWISE NOTED) _ 1-- � w > J u x i^ Q J W" p � m '-r RCP I- .. V^ _ to L�� W` = Q F- a. , wn m TYPE (EA) w w U� � v @�• h- > e a o _ Q TYPE (EA) q o o ,,,, �-. v W .--� A ® o CU > H v W .--i 94 ® cs H J u It � 01 a o ® CU > .-� J u %t CU a ® Ca n �, H -I .-� U w U� o (`7 Q o .--i H J v Cyt A o Co .--� H¢ H � H� J W U� :0 M q o .--� .� H J v N 11:r ca o .-� > H J v (U 7 p ca o M > «, J Ca �o er w ¢ Q. l7 p W N " Q z X > � Q z L7 Q o I a N w � Q J d W 0 w® �e W W I U , (`7 = v w p .--t u w 1- Q J am: w Q w W W Y Q u z Q i v w O .-i U �--� ® il..l ® 0 X H X W W ® J d. Li.. h- t- EXIST, DBL. 12' x 22' CMPA'S 4 + 16 50 2 STANDARD STRAIGHT HEADWALL 40 LT, 4 + 29 7 36' RCP 40' LT, 41 + 29 TO 35' LT. 4 + 34 CONCRETE COLLAR 35' LT. 4 + 34 298 36' RCP 35' LT. 4 + 34 TO 35' LT, 7 +32,17 1,8 1 MANHOLE NO, 2 35' LT, 7 + 34.50 270 36' RCP 35' LT. 7 + 36.83 TO 35' LT. 10 + 011 7.17 1.5 1 MANHOLE NO. 2 35' LT. 10 + 09.50 266 36' RCP 35' LT, 10 + 11.83 TO 35' LT. 12 + 77,67 4.0 1 MANHOLE NO, 2 35' LT, 12 + 80.00 315 �.. 36' RCP 35' LT. 12 + 82,33' TO 35' LT, 15 + 97£6:7 5,5 1 MANHOLE NO, 2 35' LT. 16 + 00 490 36' RCP 35' LT. 16 + 02.33 TO 35' LT, 20 + 92.50 9.1 1 MANHOLE NO. 2 35' LT. 20 + 95,00 234 36' RCP 35' LT, 20 + 97.50 TO 37' LT. 23 + 31.00 10,6 1 MANHOLE NO. 2 37' LT, 23 + 33.50 397 30' RCP 37' LT, 23 + 36.00 TO 37' LT 13 + 57.45 37' LT. EQUATION 26 + 85.00 BK, = 13 + 09.95 AH, CONCRETE COLLAR 37' LT, 13 + 09.95 12.4 1 MANHOLE NO, 1 27' LT. 13 + 59,95 297 30' RCP 27' LT, 13 + 62,45 TO 27' LT. 16 + 59.78 2.2 S MANHOLE NO, 1 27' LT. 16 + 62,28 467 30' RCP 27' LT, 16 + 64,78 TO 4,5' LT. 21 + 31.67 2,9 1 MANHOLE NO. 1 4,5' LT, 21 + 34.00 47 24' RCP 4,5' LT. 21 + 34.00 TO 34' LT, 21 + 71.37 1 4.2 1 TYPE OS INLET 34' LT. 21 + 71.37 85 18' RCP 34' LT. 21 + 71.37 TO 34' LT. 22 + 59,78 1 3.0 1 TYPE GO INLET 34' LT. 22 + 59.78 30 18' RCP 34' LT. 21 + 71.37 TO 10' LT. 107 + 64 LL RAMP 1 5,0 1 TYPE IX INLET 10' LT, 107 + 64 LL RAMP 30 18' RCP 10' LT, 107 + 64 LL RAMP TO 24' RT, 107 + 65.90 LL RAMP 1 3.0 1 TYPE GO INLET 24' RT. 107 + 65.90 LL RAMP 55 24' RCP 4,5' LT. 21 + 34 TO 34' RT. 21 + 75.74 1 4.0 ITYPE ISS INLET _ 34' RT. 21 + 75 .74 91 18' RCP 34' RT, 21 + 75,74 TO 34' RT. 22 + 70.55 1 310 1 TYPE GO INLET 34' RT, 22 + 70,55 4 18' RCP 34' RT, 21 + 75,74 TO 7' LT. 106 + 08 LL RAMP 1 4.5 1 TYPE IX INLET 7' LT. 106 + 08 LL RAMP 28 18' RCP 7' LT. 106 + 08 LL RAMP TO 24' RT. 106 + 08 LL RAMP S 311 1 TYPE GO INLET 24' RT. 106 + 08 LL RAMP 44 _ 18' RCP 29.21' RT, 0 + 28,75 COLLINS TO 2921' RT, 0 + 73,09 COLLINS 1 5,0 1 TYPE GO INLET 29.21' RT, 0 + 75.07 COLLINS 152 I8' RCP 2921' RT, 0 + 77.05 COLLINS TO 2921' RT. 2 + 2921 COLLINS 1 4.1 1 TYPE GO INLET 29,21' RT, 2 + 31.19 COLLINS 109 18' RCP 29,21' RT, 2 + 33.17 COLLINS TO 29.21' LT, 10 + 42.06 HOLLADAY 1 10 i A_. TYPE GO INLET 2921' LT. 10 + 42,06 HOLLADAY 12 EXIST, CMP REMOVE 32' RT. 0 + 15 LIMONITE FRONTAGE RID, 1 4,0 1 TYPE X INLET 36' RT, 103 + 00 VAN BUREN OFF RAMP 1 4,0 1 TYPE g INLET 40' RT. 109 + 90 VAN BUREN ON RAMP 258 GRADE DITCH 32' RT, 93 + 10 VAN BUREN TO 38' RT. 98 + 00 VAN BUREN 95 GRADE DITCH 49' RT. 114 + 00 VAN BUREN TO 39' RT. 102 + 21 VAN BUREN t. j E REGISTERED CIVIL REGISTRATION E SCALE: I *I;. A t4 /5 �gOf ESStp;� w� JERRY M. Ctiv LAP No, 15698 �- zo -90 RCE 15-G98 xp `.-3.. - �` civ �r PWG. 6r7 � LLH. � 90 OF CAL Drc� C.S./j.K._'_9® ,h® me. SUMMARY OF DRAINAGE STRUCTURES W-0. NO. 84—WI012- I FOR: m [[A� 22875 IMIZ%4n M CHAIN LINK FENCE AND GATES EARTHWORK TYPE CL -4 (LF) LOCATI❑N EXCAVATION (CY) EMBANKMENT (CY) RAILROAD SHOOFLY 1,708 227 COLLINS STREET 941 FLARE HOLLADAY STREET 1,071 122 PEDLEY ROAD 5,888 18 LIMONITE DETOUR 2,055 6 VAN BUREN DETOUR 3,035 1,485 VAN BUREN BOULEVARD 2,713 559 LIMONITE AVENUE 54,703 668 LIMONITE ON RAMP 238 585 LIMONITE FRONTAGE ROAD 146 449 VAN BUREN OFF AND ON RAMPS 20,909 16 56th STREET 999 102 TOTAL 94,406 4,135 CHAIN LINK FENCE AND GATES LOCATION TYPE CL -4 (LF) METAL BEAM GUARD RAILING 335 TOTAL 2 66' LT. 20 + 10 LIMONITE AVE, TO 40' RT, 11 + 80 HOLLADAY ST. LOCATION FLARE METAL BEAM CABLE ANCHOR TERMINAL SECTION 99 93 77' LT. 22 + 87 LIMONITE AVE. TO 50' LT, 18 + 38 PEDLEY RD, VAN TYPE GUARD RAILING ASSEMBLY TYPE C 439 S,B, 30' LT, TO 42' RT, 0 + 10 LIMONITE FRONTAGE RD, i 78 (LF) (BREAKAWAY TYPE A) (EA,) 107 1 TOTAL 335 1,582 2 (Ek) VAN 36' LT, 102 + 85 VAN BUREN BLVD 1 191.5 1 1 41' LT, 104 + 76,5 VAN BUREN BLVD. + 50 VAN BUREN N,B. 24' RT. 103 + 72,5 VAN BUREN BLVD, CORNER LIMONITE AND PEDLEY 63 HOLLADAY 331 22 TO 20' RT, 104 + 35 VAN BUREN BLVD 1 625 1 1 28' LT, 107 + 83 VAN BUREN BLVD 1 RT, 1 1 199 S.W, CORNER LIMONITE AND MORTON 62,5 TO 32' LT. 108 + 45,5 VAN BUREN BLVD CORNER LIMONITE AND MORTON 832 30' RT. TOTAL 73.09 COLLINS TO 30' RT, 2 + 316.5 3 3 CHAIN LINK FENCE AND GATES LOCATION TYPE CL -4 (LF) TYPE CL -6 (LF) 12' GATE (EA) 44,5' LT, 102 + 85 VAN BUREN BLVD, TO 25' RT, 20 + 62 LIMONITE ON RAMP 335 TOTAL 2 66' LT. 20 + 10 LIMONITE AVE, TO 40' RT, 11 + 80 HOLLADAY ST. 56 LIMONITE STORM DRAIN 380 LT. 42' LT, 12 + 65 HOLLADAY ST TO 37' LT, 110 + 62 VAN BUREN BLVD. + 99 93 77' LT. 22 + 87 LIMONITE AVE. TO 50' LT, 18 + 38 PEDLEY RD, VAN 479 S.B, TO 103 80' RT, 22 + 87 LIMONITE AVE. TO 11' LT. 3 + 94 LIMONITE FRONTAGE RD, VAN 439 S,B, 30' LT, TO 42' RT, 0 + 10 LIMONITE FRONTAGE RD, i 78 i 1 63' LT, TO 41' RT, 21 + 55 56th ST, N.B. TO 102 107 1 TOTAL 335 1,582 2 BARRICADE LOCATION EA, 0 + 18 LIMONITE FRONTAGE RD. 1 21 + 60 56th ST, 1 TOTAL 2 RETAINING WALL NO, A (TYPE 5) L❑CATION CU YD 44' LT, 102 + 85 VAN BUREN S,B, TO 40' LT, 104 + 45 VAN BUREN S,B, 55 ENGINEERS & PLANNERS o (714) 880-1401 e z:;< W Hospitality Lane * suits 1 0 PQ Box 8124 o San Bernardino, CA 92412-8124 PIPE CROSSOVER) L, F, PAVEMENT REINFORCING FABRIC SQ. FT, LT. 17 + 56 LIMONITE STORM DRAIN L❑CATION LT. 18 + SQ YD 93 + 50 VAN BUREN S.B, TO 103 + 00 VAN BUREN S,B, 2,533 96 + 00 VAN BUREN N.B. TO 102 + 50 VAN BUREN N.B. 1,733 iii + 50 VAN BUREN S.B. TO 116 + 00 VAN BUREN S,B, 11200 111 + 50 VAN BUREN N,B, TO 122 + 50 VAN BUREN N,B. 2,933 502 RT. N.W. CORNER LIMONITE AND PEDLEY 63 HOLLADAY 331 22 727 TOTAL 8,399 ENGINEERS & PLANNERS o (714) 880-1401 e z:;< W Hospitality Lane * suits 1 0 PQ Box 8124 o San Bernardino, CA 92412-8124 CONCRETE DRIVEWAY APPROACH PIPE CROSSOVER) L, F, SIDEWALK L❑CATION LOCATION SQ. FT, LT. 17 + 56 LIMONITE STORM DRAIN L❑CATI❑N LT. 18 + SQ, FT, 320 LT, N, E. CORNER LIMONITE AND COLLINS 02 LIMONITE STORM DRAIN 320 RT. 638 38' LT, 17 + 00 LIMONITE TO 37' LT, 17 + 88 LIMONITE 05 LIMONITE 1,084 36' LT, 18 + 22 LIMONITE TO 35' LT, 19 + 88 LIMONITE 29 1,691 35' LT, 19 + 86 LIMONITE TO 6' LT. 107 + 56 LL VAN BUREN ON RAMP 1,260 29' RT, 107 + 53 LL VAN BUREN ON RAMP TO 38' LT. 26 + 85,76 LIMONITE 2,916 502 RT. N.W. CORNER LIMONITE AND PEDLEY 63 HOLLADAY 331 22 727 56th ST. TO 18' LT. 23 + 00 56th ST, TOTAL N.E, CORNER LIMONITE AND PEDLEY 34' LT, 16 + 54 LIMONITE TO 38' LT, 17 + 14 LIMONITE 60 807 20' RT. 16 + 61 LIMONITE ON RAMP TO 20' RT, 16 + 82 LIMONITE ON RAMP 199 S.W, CORNER LIMONITE AND MORTON 780 S.E. CORNER LIMONITE AND MORTON 832 30' RT. 0 + 73.09 COLLINS TO 30' RT, 2 + 48,17 COLLINS 1,640 S,E, CORNER COLLINS AND HOLLADAY 303 30' RT. 10 + 64.89 HOLLADAY TO 30' RT, 11 + 49 HOLLADAY 787 TOTAL 13,664 CONCRETE DRIVEWAY APPROACH PIPE CROSSOVER) L, F, TYPE L❑CATION LOCATION SQ. FT, LT. 17 + 56 LIMONITE STORM DRAIN 320 LT. 18 + 80 LIMONITE STORM DRAIN 320 LT, 20 + 02 LIMONITE STORM DRAIN 320 RT. 16 + 13.6 LIMONITE 296 LT, 18 + 05 LIMONITE 1,076 RT. 19 +....40.85 LIMONITE ON RAMP 482 RT. 29 + 30 LIMONITE 502 RT. 30 + 29 LIMONITE 388 RT. 31 + 04 LIMONITE 388 LT, 31 + 15 LIMONITE 502 RT. 11 + 63 HOLLADAY 331 22 + 00 56th ST. TO 18' LT. 23 + 00 56th ST, TOTAL 4.925 8" CORRUGATED STEEL CONDUIT (WATER LINE PIPE CROSSOVER) L, F, TYPE L❑CATION SQ YD 37' LF 20 + 50 LIMONITE LOCATION L,F, 82 25 + 00 LIMONITE + 62 LL LIMONITE ON RAMP TO 38' LT. 105 + 23 VAN BUREN S,B. 82 102 + 110 + 50 VAN BUREN OFF RAMP 50 VAN BUREN ON RAMP 96 + 45 26 26 965 20' TOTAL 100 216 SEE SPECIAL PROVISIONS FOR INSTALLATION DETAILS A�o� / E sari - �o Rce /5 & C430/9,3 PWC89 11-1-4'90 F �m u Dm�Cs 90[Jobpmfto 0 ®ATE: j t 44i/w= PLACE ASPHALT CONCRETE (MISC, AREA) L, F, TYPE PLACE ASPHALT CONCRETE DIKE (TYPE A) SQ YD 37' RT. 18 + 55 LIMONITE TO 35' RT, 19 + 02 LIMONITE 50 6' LOCATION L,F, 20' RT. 20 + 62 LL LIMONITE ON RAMP TO 38' LT. 105 + 23 VAN BUREN S,B. 86 20' RT, 96 + 45 VAN BUREN N,B, TO 26' RT, 106 + 10 LL VAN BUREN OFF RAMP 965 20' RT, 100 + 50 VAN BUREN N,B, TO 20' RT, 104 + 35 VAN BUREN N,B, 385 26' RT. 107 + 66 LL VAN BUREN ON RAMP TO 20' RT, 120 + 21 VAN BUREN N.B, 1,256 20' RT, 108 + 85 VAN BUREN N.B. TO 20' RT, 111 + 50 VAN BUREN N,B, 265 30' LT, 12 + 90 HOLLADAY TO 20' LT, 115 + 70 VAN BUREN S.B. - 609 30' RT, 12 + 90 HOLLADAY TO 28' LT. 108 + 86 VAN BUREN S.B, 124 20' RT, 22 + 00 56th ST, TO 15' RT, 22 + 79 56th ST, 80 46' LT. 22 + 00 56th ST. TO 18' LT. 23 + 00 56th ST, 105 W/ COLLINS 34' LT, 16 + 54 LIMONITE TO 38' LT, 17 + 14 LIMONITE 60 W/COLLINS 38' LT, 20 + 44 LIMONITE TO 34' LT, 20 + 88 LIMONITE 44 TOTAL 3,979 A�o� / E sari - �o Rce /5 & C430/9,3 PWC89 11-1-4'90 F �m u Dm�Cs 90[Jobpmfto 0 ®ATE: j t 44i/w= PLACE ASPHALT CONCRETE (MISC, AREA) L, F, TYPE L❑CATION SQ YD 37' RT. 18 + 55 LIMONITE TO 35' RT, 19 + 02 LIMONITE 50 6' LT, 21 + 09 LIMONITE TO 4.5' LT, 21 + 62.5 LIMONITE 27 22 + 30.5 LIMONITE TO 23 + 59,5 LIMONITE 195 38' LT, 28 + 38.34 LIMONITE TO 38' LT, 31 + 75,12 LIMONITE 324 38' RT, 28 + 79.43 LIMONITE TO 38' RT, 31 + 39 LIMONITE 269 36' 103 + 00 VAN BUREN OFF RAMP TO 40' RT 109 + 90 VAN BUREN ON RAMP 250 + 92 LIMONITE TO 35' RT, TOTAL 522 A�o� / E sari - �o Rce /5 & C430/9,3 PWC89 11-1-4'90 F �m u Dm�Cs 90[Jobpmfto 0 ®ATE: j t 44i/w= TYPE "B-4" CURB TYPE "A" CURB L, F, TYPE LOCATION L,F, 38' LT, 17 + 14,5 LIMONITE TO 38' LT, 20 + 44 LIMONITE (W OF ARCHER) 330 38' LT, 17 + 00 LIMONITE TO 35' LT, 18 + 32 LIMONITE 101 20' RT, 16 + 81,93 LIMONITE TO 20' RT, 20 + 62.35 LIMONITE ON RAMP 388 38' LT, 28 + 38.34 LIMONITE TO 38' LT, 31 + 75,12 LIMONITE 324 38' RT, 28 + 79.43 LIMONITE TO 38' RT, 31 + 39 LIMONITE 269 16 + 60 LIMONITE S,E, CORNER DRIVEWAY AND LIMONITE _ 25 + 92 LIMONITE TO 35' RT, N,E. CORNER LIMONITE AND COLLINS 57 32' RT, 0 + 22 LIMONITE FRONTAGE RD, TO 8' LT, 3 + 94.36 LIMONITE FRONTAGE RD, 438 . CORNER LIMONITE AND VAN BUREN OFF RAMP S,W, CORNER LIMONITE AND MORTON 86 N,E, SE, CORNER LIMONITE AND MORTON 66 ON RAMP N,E, CORNER LIMONITE AND COLLINS 55 30' RT, 0 + 73.09 COLLINS TO 30' RT, 2 + 48,17 COLLINS 175 30' LT. 2 + 53,7 COLLINS TO 30' LT, 3 + 20 COLLINS _ 66 SE, CORNER LIMONITE AND VAN N.E. CORNER COLLINS AND HOLLADAY 55 30' LT, 10 + 40 HOLLADAY TO 30' LT, 12 + 90 HOLLADAY 250 30' RT, 10 + 64,89 HOLLADAY TO 30' RT, 12 + 90 HOLLADAY 225 451 N.W. CORNER LIMONITE AND PEDLEY 77 N.E, CORNER LIMONITE AND PEDLEY 41 38' RT, 17 + 40.24 PEDLEY TO 38' RT. 18 + 20 PEDLEY 80 38' LT. 18 + 1802 PEDLEY TO 38' LT, 23 + 00 PEDLEY 484 TOTAL 3,592 TYPE "B-4" CURB LOCATI❑N L, F, TYPE "B' CURB TOTAL 78 LOCATI❑N L,F, 35' LT, 18 + 32 LIMONITE TO 35' LT. 21 + 73.35 LIMONITE 341 N.W. CORNER LIMONITE AND VAN BUREN ON RAMP 69 35' RT. 18 + 92 LIMONITE TO 35' RT, 21 + 87,34 LIMONITE 295 231 S,W . CORNER LIMONITE AND VAN BUREN OFF RAMP 36 TO 41' LT, 21 + 73,35 LIMONITE N,E, CORNER LIMONITE AND VAN BUREN ON RAMP 65 35' LT. 22 + 57.80 LIMONITE TO 38' LT. 26 + 85.76 LIMONITE 442 111 SE, CORNER LIMONITE AND VAN BUREN OFF RAMP 59 35' RT. 22 + 68.57 LIMONITE TO 38' RT, 27 + 35,61 LIMONITE 451 415 TOTAL 1.756 TYPE "B-4" CURB LOCATI❑N L, F, GORE AREA BETWEEN LIMONITE AND LIMONITE ON RAMP 78 TOTAL 78 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 4901. REGISTERED CIVIL ENGINE REGISTRATION EXPIRES •. "a e � • s IO t I i I i 3 SUMMARY CON F'QUANTITI ES __ SHEET W,O. NO. 84 - W 1012 I:FOR. I F B3 TYPE "D' CURB LOCATION L,F, DRIVEWAY RT. 16 + 116 LIMONITE 62 DRIVEWAY LT. 18 + 05 LIMONITE 57 2' LT, 18 + 99 LIMONITE ON RAMP TO 28' LT. 106 + 27 VAN BUREN S,B. 231 41' LT. 19 + 95 LIMONITE TO 41' LT, 21 + 73,35 LIMONITE 178 N,W, CORNER LIMONITE AND VAN BUREN ON RAMP 19 6' LT, 21 + 09 LIMONITE TO 4,5' LT, 21 + 62,5 LIMONITE 111 22 + 30,5 LIMONITE TO 23 + 59.5 LIMONITE 269 41' LT, 22 + 85 LIMONITE TO 44' LT, 26 + 85,76 LIMONITE 415 TOTAL 1,342 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 4901. REGISTERED CIVIL ENGINE REGISTRATION EXPIRES •. "a e � • s IO t I i I i 3 SUMMARY CON F'QUANTITI ES __ SHEET W,O. NO. 84 - W 1012 I:FOR. I F B3 LIGHTING, SIGNING, STRIPING, AND TRAFFIC SIGNALS FOR LIMONITE AVENUE AND VAN BUREN BOULEVARD GENERAL. NOTES SIGNING. STRIPING AND PAVEMENT MARKINGS 1. All signing, striping and pavement markings shall be in conformance with appli- cable provisions of the Standard Specifications of the State of California, Department of Transportation, January 1988, the Standard Plans of the State of California, Department of Transportation, January 1988, and the Special Provisions. 2. The location of all signs shall be determined in the field by the Engineer. 3. All striping shall be layed out with any device or method that will not damage the pavement or conflict with other traffic devices and shall be approved by the Engineer prior to final striping. 4. All conflicting signing and striping not shown on the plans shall be removed by the Contractor. Signs shall be salvaged and delivered to the County yards. 5. All permanent pavement markings, crosswalks and limit lines shall be thermo- plastic. TRAFFIC SIGNALS 1. All work embodied on these plans shall be in conformance with applicable provi- sions of the Standard Specifications of the State of California, Department of Transportation, January 1988, and the Special Provisions, 2. Refer to the Standard Pians of the State of California, Department of Transport- ation, January 1988, for complete traffic signal and highway lighting installa- tion details as indicated on this sheet. 3. The location of utilities and substructures have been shown from a search of available records, the Contractor shall conduct his operations in such a manner as to protect not only the utilities and substructures shown, but other utili- ties or substructures that are not shown on these plans. 4. The Contractor shall notify all concerned utility companies at least 48 hours in advance of excavation. Call UNDERGROUND SERVICE ALERT (800)422-4133. 5. The exact location of signal standards and appurtenances shall be determined in the field by the Engineer. 6. The locations of limit line stripes shall be determined by the Engineer prior to cutting street pavement for loop detectors. 7. All pull boxes shall be #5 except shown otherwise or approved by the Engineer. 8. All conduit runs shall be 2" unless shown othewise or approved by the Engineer. 9. Pedestrian push buttons shall be located on the side of the signal standard nearest the crosswalk. 10. Photoelectric controls shall be supplied by the Contractor. The Contractor shall provide receptacles which will receive the photoelectric controls specified. 11. All signal heads shall be provided with backplates. 12. 250 watt high pressure sodium vapor luminaires shall have integral ballasts (120 volts) and shall be the cut-off type. 13. Salvaged signal equipment shall be delivered to County Yards, Washington Street, and shall remain the property of the County. QPo�a, LAWRENCE S. EISENHART CONSULTING ENGINEER n 4351 Latham Street, Suite 210 3 w Riverside, California 92501 No • 13493 Telephone: (714) 788-4950 K FXV. 3-31-93 o� CarSF° L WRENCE S. E10SQ, ART R.C.E. 1 493 DATE 120 volt ser (2 1 to I.I.S.N.S (2 #10) ENCLOSURE PE Units - mark Sockets "S" for Signs "L" for Luminaires "T" Conduit Outlet Body Slip Fitter to Match Top of Signal Standard DUAL PE UNIT MOUNTING PEU so � VY 1 6 t, I WIRING FM olt service luminaires #8) COUNTY OF RIVERSIDE, CALIFORNIA TRANSPORTATION DEPARTMENT TE: M STANDARD BY: BY: 1-90 ES — 1A ES — 7C ES — 1B ES — 7E ES — 2A ES — 8 ES — 2C ES — 11 ES — 2E ES — 13 ES — 3A ES — 14 ES — 3B ES — 33 ES — 3C A20 — A ES — 3D A20 — B ES — 3E A20 — C ES — 4B A24 — B ES — 5A A24 — C ES — 5C A24 — D ES — 6A A73 ES — 68 A74 — A ES — 6D S41 — B ES — 6E S42 — 15 ES — 60 S44 — 7 ES — 6P T — 11 ES — 6R T — 12 ES — 6S T — 13 ES — 6T REGIS'Mfla CIVIL ENGIWM NO. REGISMTION EVIFEt MODS4 DETAIL SHEET LIMONITE AVENUE and VAN BUREN BOULEVARD 14 I 5 & 0 2 �1 6 & 2_ NOTE: The $ 5 overlap shall operate simultaneously with $ 5. M 1 41' 40' 13' 11- 6' 6' I -N-4 V 3-N-4 4- -4 U) (Ilio CC cc C:) _j II I _j jil 1 0 I U Jill OFTATI "All ;3 I A (D P4+ 6 0 R/W $3 G — — — — — — — — — — — — — $6 0 LIMONITE 285' TO CROSSWALK #3 P.B. .5" C-1 O.L.C. 3 (MID -RUN) R/W 77 ALL SENSORS SHALL HAVE THE CALL & EXTENSION FEATURE (SEE SPECIAL PROVISI-ONS). ( ) = NUM[SER OF LOOPS PER SENSOR. 1.52 C -i D.L.C. Detail "A" 15' DET, R :,-::z Y ;I— G I NO II II II II a II II II II _j �6P , "0', 0 T Z143 03 'E, (D 05 DETAIL "A" H 42P o I E 2 INS lm-dwm,,6 02 121 SCALE: i" = 20' Address 8895 Limonite Ave. Address F 8897 Limonite Ave. POLE AND EQUIPMENT SCHEDULE CONDUCTOR SCHEDULE PLACEMENT DIMENSIONS I VEH. SIGNAL MTG. PED. SIGNAL P.P.B. H.P.S. LUMINAIRE TYPE SIG.M.A. LUM.M.A. "All "B" MAST ARM POLE stamped "SIGNALS", See Sheet 30. MTG. 8x1.5"C-2#8 ARROW I -A - - 0 2.5 Model 205 on Mast arm per Detail on Sheet No. 28. TV -1-T 4 SP -1-T 4 10 SG 17-2-80 20 15 0 2.5 MAS SV -1-T 2 SP -1-T 2 4 250W I -A - - 12 2.5 TV -1-T 2 SP -1-T 2 --- D 26-4-E30 40 15 0 2.5 MAS/MAS SV -1-T - - 250W F i -A - - 5 2.5 TV -1-T - - F 17-2-80 20 15 5 2.5 MAS SV -1-T 6 SP -1-T 6 250W G i -A - - 5 2.5 TV -1-T 6 SP -1-T 6 10 a 26-4-80 1 40 1 15 5 1 2.5 1 MAS MAS I SV -1-T 4 SP-i-Tj 4 1 4-- 1 250W KjW1 ;kj I' [Mi =======M= CI .._DSIIIIIZE 14 I 5 & 0 2 �1 6 & 2_ NOTE: The $ 5 overlap shall operate simultaneously with $ 5. M 1 41' 40' 13' 11- 6' 6' I -N-4 V 3-N-4 4- -4 U) (Ilio CC cc C:) _j II I _j jil 1 0 I U Jill OFTATI "All ;3 I A (D P4+ 6 0 R/W $3 G — — — — — — — — — — — — — $6 0 LIMONITE 285' TO CROSSWALK #3 P.B. .5" C-1 O.L.C. 3 (MID -RUN) R/W 77 ALL SENSORS SHALL HAVE THE CALL & EXTENSION FEATURE (SEE SPECIAL PROVISI-ONS). ( ) = NUM[SER OF LOOPS PER SENSOR. 1.52 C -i D.L.C. Detail "A" 15' DET, R :,-::z Y ;I— G I NO II II II II a II II II II _j �6P , "0', 0 T Z143 03 'E, (D 05 DETAIL "A" H 42P o I E 2 INS lm-dwm,,6 02 121 SCALE: i" = 20' Address 8895 Limonite Ave. Address F 8897 Limonite Ave. POLE AND EQUIPMENT SCHEDULE NO. STANDARD PLACEMENT DIMENSIONS I VEH. SIGNAL MTG. PED. SIGNAL P.P.B. H.P.S. LUMINAIRE TYPE SIG.M.A. LUM.M.A. "All "B" MAST ARM POLE stamped "SIGNALS", See Sheet 30. MTG. 8x1.5"C-2#8 ARROW I -A - - 0 2.5 Model 205 on Mast arm per Detail on Sheet No. 28. TV -1-T 4 SP -1-T 4 10 SG 17-2-80 20 15 0 2.5 MAS SV -1-T 2 SP -1-T 2 4 250W I -A - - 12 2.5 TV -1-T 2 SP -1-T 2 --- D 26-4-E30 40 15 0 2.5 MAS/MAS SV -1-T - - 250W F i -A - - 5 2.5 TV -1-T - - F 17-2-80 20 15 5 2.5 MAS SV -1-T 6 SP -1-T 6 250W G i -A - - 5 2.5 TV -1-T 6 SP -1-T 6 10 a 26-4-80 1 40 1 15 5 1 2.5 1 MAS MAS I SV -1-T 4 SP-i-Tj 4 1 4-- 1 250W NOTE: ALL VEHICLE SIGNAL FACES SHALL HAVE 12" LENSES. INTERNALLY ILLUMINATED STREET NAME SIGN FACES POLES @ .---Collins POLES Limonite 0 FEST POLES @ S Collins----* FWBT 10 R/\N #3 P. B. 5' 1511 LO 2" C-3 #8 (SIGNAL SERVICE & G. F. C. I. GROUND) 185' TO STOP BAR Y 30* 6 (Dj R / W Permanent Easement rnMPTDI IrTTnM MnT=0 M, -Furnish & install 120v/240v two meter TYPE 111 -CF Service Equip- ment Enclosure. One meter to ser- vice sign,als & I.I.S.N.S. & one meter to serve luminaires with the follo,wing breakers: SIGNALS: 50 AMP. I.I.S.N.S 20 AMP. LUMINAIRES: 30 AMP. - Install pole mounted dual TYPE II P.E. Unit. See Sheet 28. E -Install County furnished TYPE 90 Controller Assembly (See Special Provisions). F±1_Install 3" conduit (schedule 30 PVC) & pull rope from SCE power source to Senv. Equip. Enclosure. f5 -Power source: Southern California Edison Com%any underground vault No. M5333 587. IUNTY OF RIVERSIDE, CALIFORNIA APPR,,OV-ED BY: TRANSPORTATION MPARTMENT DATE: ,LE: ':INCH mAM APPAdVtf) BY: PATE:� D_2:5"C-3#2, 3#4 (signal & lighting service to ramps) . Install No. 3 pull boxes @ 200' maximum intervals with covers stamped "SIGNALS". See Sheet No. 30, ID -Install No. 3 pull boxes @ 200' Maximum intervals with covers stamped "SIGNALS", See Sheet 30. 8x1.5"C-2#8 to TYPE 15 luminaire, See Sheet 35. - Furnish & install 3M Optical Detector Model 205 on Mast arm per Detail on Sheet No. 28. g -Furnish & install 3M Phase Selector Model 262 per specification. SG 125 LT 222 TRAFFIC SIGNAL PLAN LIMONITE AVENUE 29 and COLLINS STREET • •- 11110 STANDARD ' VEH. SIGNAL MTG. "/el"Ie P.P.B. H.P.S. LUMINAIRE MMMle SIGXA1LJMXA MM - MAST ARM POLE MTG. j ARROW p 1-A - - 10 2.5 - TV -1-T 6 SP -1-T - - - B 17-3-80 20 12 23 2.5 MAS SV -1-T - - 6 250W 4 C 1-A - - - 2.5 - TV -1-T - - 6 - D ® 17-3-80 20 12 0 2.5 MAS SV -1-T 6 SP -1-T - - 25OW E 1-A (7') - - - 2.5 - LT -1-T - - - - - F 15 - 15 0 2.5 - SV -1-T - - - - 250W 1 -A - - 10 2.5 - TV -1-T - - -19-3-60 I 25 15 25 2.5 MAS SV -1-T - - 6 PEDESTRIAN - 250W 1-A - - - 2.5 - TV -1-T - - - - - WIZZ ' 000®mommm© moo©moo©oma o©oo©000©© �o©oma©■©o�� , .: 0000vo©000 ., F,CONDUIT SIZE n� SHALL HAVE THE CALL & ATURE (SEE SPECIAL OF LOOPS PER SENSOR. 4, 'ING n Stre Cali (71 C31 I T- - - - - - - -- ------ -Il ,I I ,I II ,I TO COLLINS ST. 140C-1 INTERCONNECT CABLE �' - — — — — Ir- it 2" C-3 #8 (SIGNAL ERVICE & II G.F.C.I. GROUND) L_ S MONI';''I TE I � �n 0 Ij I CV 10' II II 1" C-1 D.L.C. II" 1.5" C-3 C.L.C. II II � II II II ----- --1 zu a] ft'l it 1 : Underground Service Alert �Foae ` Cell; TOLL FREE 1-800 L` 422-4133 INSTALL R-34-2 $6I -4-—$-5 .®.--$ 5 I 3 I INSTALL R-34-2 2 I Z SCALE: 1" = 20' Railroad Easement POLE AND EQUIPMENT SCHEDULE N0. STANDARD o MENg ONS VEH. SIGNAL MTG. SIGNAL P.P.B. H.P.S. LUMINAIRE TYPE SIGXA1LJMXA "A" "B" MAST ARM POLE MTG. j ARROW p 1-A - - 10 2.5 - TV -1-T 6 SP -1-T - - - B 17-3-80 20 12 23 2.5 MAS SV -1-T - - 6 250W 4 C 1-A - - - 2.5 - TV -1-T - - 6 - D ® 17-3-80 20 12 0 2.5 MAS SV -1-T 6 SP -1-T - - 25OW E 1-A (7') - - - 2.5 - LT -1-T - - - - - F 15 - 15 0 2.5 - SV -1-T - - - - 250W 1 -A - - 10 2.5 - TV -1-T - - -19-3-60 I 25 15 25 2.5 MAS SV -1-T - - - - 250W 1-A - - - 2.5 - TV -1-T - - - - - i NOTE: ALL SIGNAL FACES SHALL HAVE 12" LENSES. (ApproX i--R-L--_INTERNALLY ILLUMINATED STREET NAME SIGN FACES , POLEo FWBTvdo Oren Neth —► POLE�B FNBT Limonite I i , IY� firth � POLE FEST f� I ' O .I I II I I II i II i 11 11 mBpi O �� 1_5"" C-11 D.L.C. & INTERCONNECT CABLE #3 P'B. 1" C-1 INTERCONNECT CABLE TO PEDLEY RD. o' ho- " I 185' TO STOP BAR II AVENUE — CM _ it II u n 71 II I II II i II I II I II II , A CONSTRUCTION NOTES D1 -Furnish & install 12Ov/240v two meter TYPE III -BR Service Equip- ment Enclosure. One meter to ser- vice signals & I.I.S.N.S. & one meter to serve luminaires with the following breakers: SIGNALS: 50 AMP. I.I.S. N. S.: 20 AMP. LUMINAIRES: 30 AMP. 2D --Install pole mounted dual TYPE II P.E. Unit. See Sheet 26. Install County furnished TYPE 90 Controller Assembly (See Special Provisions) . 2-2.5" C-3#2 3#4 (signal & lighting service to ramps) . Install tJo. 3 pull boxes @ 200' maximum intervals with covers stamped "ELECTRICAL See Sheet No. 29. ❑5 -Install No. 3 pull boxes @ 200' maximum interval's with covers stamped "SIGNALS". See Sheet 29. M -Install 1.5" C-2 #8 to bridge soffit luminaires- (see 'Sheet 35, 8-1 & S-10) . Q7 -Furnish & install 3M Optical Detector Model 205 On mast arm per detail on Sheet No. -28. Furnish & install 3M Phase Selectors Model 262 per specifications. SG 131 LT 223 TRAFFIC SIGNAL PLAN NO. 30 LIMONITE AVENUE and i5P0iiTMONN ON & OFF RAMPS.. PILE N0, POLE AND EQUIPMENT SCHEDULE NO. STANDARD 2 DIMENSIONS VEH . SIGNAL MTG . SIGN P.P.B. H . P . S . LUMINAIRE TYPE I6.M.A UM.M.A "A" "B" MAST ARM POLE MTG. (4) ARROW A 1-A - - 12 2.5 - TV -1-T B SP -1-T 2 - —0 B 26-4-80 40 15 12 2.5 MAS/MAS SV -1-T 2 SP -1-T 8 250W 4 C 1-A - - 1 12 2.5 - TV -2-T 6 SP -1-T 8 1- —0 26-4-80 25* 15 12 2.5 MAS SV -2 -TB 8 SP -1-T 6 250W 4 E 1-A - - 12 2.5 - TV -1-T - - 6 - 0 26-4-80 40 15 12 2.5 MAS/MAS SV -1-T 6 SP -1-T - - 250W Cj 1-A - - 12 2.5 - TV -2-T 2 SP -1-T - - - H 26-4-80 25* 15 12 2.5 MAS SV -1-T - - 2 250W 4 1 15 - 15 0 2.5 - - - - - - 250W * POLE TO ACCEPT FUTURE 40' MAST ARM. NOTE: ALL SIGNAL FACES SHALL HAVE 12" LENSES. INTERNALLY ILLUMINATED STREET NAME SIGN FACES Pedley—► 4— Morton POLE OF FWBT POLE O FEBT *—Pedley Morton—*1 POLE @ FEBT POLE D FWBT Limonite POLES O&O -4-00- 5 & $ 2 i SENS+iB TOLE 1-E-1 (4) 2 1-W-2 (2) 3 4 2-W-2 1-W-5 (4) (4) 5 i -E-6 (2) 6 7 8 E -E-6 1 1-N-7 2-N-7 (4) (2) (4) 3-N-7 (4) 10 11 4-N-7 DELAY . i -S -B (2) (2) 1;� 2-5-8 (4) 13 3 -S -B (4) ALL SENSORS SHALL HAVE THE CALL & EXTENSION FEATURE (SEE SPECIAL PROVISIONS) . ( ) = NUMBER OF LOOPS PER SENSOR. :Essra LA Do cm-Xv i EI NGI . Su rnia RIN 1�C_ INT 2° C-3 #8 (SIGNAL SERVICE L& G.F.C.I. GROUND) IONIT !B5' TO STOP BAR ti Q Og ti #3 P.B. ®. MIDR`�` U®� N R/W LIMONITE FRONTAGE ROA!, W Existing Sidewalk 06 ° n! 2 ° �Q� 1t3• ° DETAIL ..A.. ° \ 5 \. o \ o IG \ DETAIL "A" ° 6 02P ° ° \� $7 07 • o v H. 10 zG y� 07 Address 8706 Limonite Ave. 1 REVIEWED BY: 1'i"DATE: 1 rj $2 n' O 4SIOE. CALIFORNIA ION DEPARTMENT GH MAINZ: SCALE: I" = 20' 194 CONDUCTOR SCHEDULE " • ! • � �®moo®®®�� M1. �m® ' •®��m 9 Ing 5 DETECTOR " ' ! #3 p. B CONSTRUCTION NOTES M, -Furnish & install 120v/240v two ®7 -WPower source - Southern California meter TYPE III -CF Service Equip- Edison Company underground vault No. ment Enclosure. One meter to ser- M 5333786. vice signals & I.I.S.N.S. & one meter to serve luminaires. 8 Furnish and install TYPE III -BR InstallService Equipment Enclosure with pole mounted dual TYPE II the following breakers: P.E. Unit, See Sheet 28. STCNALS: 50 AMP. -•Install County furnished TYPE 90 I• .S•N.S.: 20 AMP. Controller Assembly & Master Con- LUMINAIRES: 30 AMP. troller (See Special Provisions) D -No. 3 pullbox with cover stamped - C4 Install 3" conduit (Schedule 80 PVC) "ELECTRICAL". & pull rope from SCE power source to 0 -Furnish & install 3M Optical Detector* service Equipment Enclosure. Model PO,5 on mast arm per detail on Eh-Install 1" conduit (Schedule 40 PVC) Sheet No. 28. pull rope thru cabinet base forurnish & install 3M Phase Selector t phone line to telephone service source. Model 262 per specifications. E6 -Service source - existing Pacific Bell pedestal. SG 132 LT 225 Ai VED BY: " TRAFFIC SIGNAL. PLAN rssasTM UVIL 9401N ER NO. 1 DIATE; stsTMTTON OPIAEs: LIMONITE AVENIFE 7P VED BY: and CONSTRUCTION NOTES F11—Furnish and install 120v/240v two meter ©—Install 3" conduit (Schedule 80 PVC) &Address TYPE III -CF Service Equipment Enclosure. pull rope from SCE power source to Service LI- 8899 Holladay St. One meter to serve signals and I.I.S.N.S. Equipment Enclosure. & one meter to serve luminaires. 6 5 �7 — 2.5" C-3 #2, 3#4 Signal Service & Lighting F2-1—Install County furnished TYPE 90 Controller Service. Assembly. ®—Install mid -run No. 3 pullbox with cover 7 F3-1—Furnish and install TYPE III -BR Service stamped "ELECTRIC". 2-W-4 g -W-4 1_W_7 >� � 8 Equipment Enclosure with the following Q N breakers: 09 —1.5" C-2 #8 for permanent luminaires. See Q Signals: 50 amp. Sheets Nos. 35 & 37. I.I.S.N.S.: 20 amp. Luminaires: 30 amp. ®— 2" C-4 #8 for permanent luminaires. See 9 2 SCALE: 111 �Q� Sheet 37. ®—Install R34(30" x 30") sign. CD GENERAL: Service Equipment Enclosures and 05 — Power source: Southern California Edison conduits, pullboxes & conductors as required 4 Company Power Pole No. 773024E. to remain for permanent luminaires, See Sheets Nos. 35 & 37. 9 3 6 0 , 6 /. 6P . 6 O14 1 1 \\ 0s \ Vii` iE \. \ 6 Underground Service Alert 0..WORKING Call: TOLL FREE 1-800 422-4133 DAYS BEFORE YOU DIG j �4P6 �3 $3 08 �8 $B\ Qy- j Q" ie --- _— —)_ — —- —_ — —— 5 1 Z m SV _ �` g • g gQ• cn VAN BUREN 4 ' BOULEVARD 10' 15• 30' z� 30 15' 10' 5 m u� W ti 4 N • 4 10' 1 10 Vt4 04 P. 02 N I co clu 1 .2 02 j� \\ $ \zP A �/ 0 \�M 6 s NE.MA:WO-1 LAWRENCE S. ISENHART _RECOMMEtvDATlo�l ' �• � � REVIEbiE:D EKY: DATE: CONSULTING ENGINEER 4351 Latham Street, Suite 210 Z P Riverside, California 92501 No. 13493 Telephone: (714) 788-4950 9xv. 3-33-53 ` ,4 y _ MAINLINE 1-E-3 ! a �C lot ot I� �t i I 1.5" C-4 #14 R.R. PRE -EMP — R. R. CONTROLLER COUNTY OF RIVERSIDE. CALIFORNIA TRANSPORT'A'TION DEPARTMENT DATE: RAILROAD PRE—EMPTION OPERATION EQUIPMENT SHALL BE INSTALLED TO PROVIDE THE FOLLOWING PRE-EMPTION SEQUENCE: INTERVAL 1 = READY (HOLDING) INTERVAL CONDUCTOR SCHEDULE OF PRE-EMPTION FROM RECEIPT OF THE NO.1 • PREEMPTION INPUT). T/e1M/e1/� INTERVAL 3 = MOM e _ fie-- a I 1-E-3 NORMAL 4. 2 INTERVAL 4 = ADJUSTABLE TRACK CLEARANCE (0 TO 30 SEC. MIN.) FOR PHASES 3 AND 8 AND SOLID RED i -S-2 CALL/HOLD FOR ALL OTHER PHASES. 2 INTERVAL iiii•oiii©iii®T� ADJUSTABLE YELLOW AND ALL RED CLEARANCE AFTER GREEN TRACK CLEARANCE FOR PHASES 1-N-6 CALL/HOLD ®�©® 2 INTERVAL 6 = HOLD PHASES1,3,4 AND 8 SOLID RED, AND ALLOW PHASES 2,5,6,7 TO CONTINUE TO OPER- 1 i -W-4 ATE NORMALLY. INTERVAL 7 = COMMENCE NORMAL OPERATION. 6 1 1-E-8 CALL/HOLD M 2-E-8 ®i©®iiiii• ®M® „ MTMMMMM©©� • ��i�oiiii•iiii•�©� M MMMMM©© e i•iiii®®��o©® u �m MMMMM�9=0= Eel ..:.® m 0 t ®i m 0 . ® i REMNAM Mi A mmmmmmmm= KO1 MM • ®® iiiiiiiiiil ®® ® ° mmmm"MMMMM _. " n i 4' iiiiiiii♦ - j �4P6 �3 $3 08 �8 $B\ Qy- j Q" ie --- _— —)_ — —- —_ — —— 5 1 Z m SV _ �` g • g gQ• cn VAN BUREN 4 ' BOULEVARD 10' 15• 30' z� 30 15' 10' 5 m u� W ti 4 N • 4 10' 1 10 Vt4 04 P. 02 N I co clu 1 .2 02 j� \\ $ \zP A �/ 0 \�M 6 s NE.MA:WO-1 LAWRENCE S. ISENHART _RECOMMEtvDATlo�l ' �• � � REVIEbiE:D EKY: DATE: CONSULTING ENGINEER 4351 Latham Street, Suite 210 Z P Riverside, California 92501 No. 13493 Telephone: (714) 788-4950 9xv. 3-33-53 ` ,4 y _ MAINLINE 1-E-3 ! a �C lot ot I� �t i I 1.5" C-4 #14 R.R. PRE -EMP — R. R. CONTROLLER COUNTY OF RIVERSIDE. CALIFORNIA TRANSPORT'A'TION DEPARTMENT DATE: RAILROAD PRE—EMPTION OPERATION EQUIPMENT SHALL BE INSTALLED TO PROVIDE THE FOLLOWING PRE-EMPTION SEQUENCE: INTERVAL 1 = READY (HOLDING) INTERVAL 2 = DELAY (ADJUSTABLE DELAY OF THE INITIALIZATION OF PRE-EMPTION FROM RECEIPT OF THE NO.1 CHANNEL PREEMPTION INPUT). 1 INTERVAL 3 = ADJUSTABLE YELLOW AND ALL RED CLEARANCE TO ANY HEADS DISPLAYING GREEN EXCEPT i -S-1 NORMAL PHASES 3 AND 8. IF IN PHASES 3 AND 8 SEQUENCE SHALL ADVANCE DIRECTLY TO INTERVAL 1-E-3 NORMAL 4. 2 INTERVAL 4 = ADJUSTABLE TRACK CLEARANCE (0 TO 30 SEC. MIN.) FOR PHASES 3 AND 8 AND SOLID RED i -S-2 CALL/HOLD FOR ALL OTHER PHASES. 2 INTERVAL 5 = ADJUSTABLE YELLOW AND ALL RED CLEARANCE AFTER GREEN TRACK CLEARANCE FOR PHASES 1-N-6 CALL/HOLD 3 AND B. 2 INTERVAL 6 = HOLD PHASES1,3,4 AND 8 SOLID RED, AND ALLOW PHASES 2,5,6,7 TO CONTINUE TO OPER- 1 i -W-4 ATE NORMALLY. INTERVAL 7 = COMMENCE NORMAL OPERATION. 6 DETECTOR SCHEDULE 5EN OR DETECTOR OPERATION NO.1 CHANNEL 1 1-N-1 NORMAL I 2 i -S-1 NORMAL 1 1-E-3 NORMAL 2 2 1-W-7 NORMAL 3 1 i -S-2 CALL/HOLD 2 2-S-2 DELAY 1 1-N-6 CALL/HOLD 4 2 2-N-6 DELAY 5 1 i -W-4 CALL/HOLD 2 2-W-4 DELAY 6 1 1-E-8 CALL/HOLD 2 2-E-8 DELAY POLEAND EQUIRMENT SCHEDULE 1 n u �m MMMMM�9=0= Eel ..:.® m 0 t ®i m 0 . ® i REGISTERED CIVIL ENGINEER NO. REGISTRATION EXPIRM. STAGE II TRAFFIC RARY TRAFFIC SIGNAL LIMONITE AVENUE and VAN BUREN BOULEVARD 40 E = EXISTING .*IHASE alAGRAM CONDUCTOR SCHEDULE OPERATION NO. • PED. SIGNAL inn©��n�ne�e 1—N-1 NORMAL 1 2 1—S-1 NORMAL MAST ARM 1 1—E-3 NORMAL 2 2 1—W-7 NORMAL — 1 1—S-2 CALL/HOLD 3 2 2—S-2 DELAY 2 1 1—N-6 CALL/HOLD 4 2 2—N-6 DELAY 2.5 1 1—W-4 CALL/HOLD 5 2 2—W-4 DELAY N 1 1—E-8 CALL/HOLD 6 2 2—E-8 DELAY — — — — — S 24-4-80 3515 25 2.5 MAS/MAS SV -1—T 6 SP -1—T 6 4— 250W P 1—A — — 25 2.5 — TV -2—T 6 SP -1—T 6 —► — [� 24-4-80 35 15 12 2.5 MAS/MAS SV -1—T 4 SP -1—T 4 4— 250W 1—A — — 12 2.5 — TV -2—T 4 SP -1—T 4 —► — S 29-4-80 50 15 45 2.5 MAS/MAS/MAS SV -1—T 2 SP-1—TI 2 1 f-- 1 250W :CONDUIT SIZE ®0®© E = EXISTING .*IHASE alAGRAM DETECTOR SCHEDULE 1 6 11 7, I OPERATION NO. CHANNEL PED. SIGNAL DETECTOR SCHEDULE SENSOR DETECTOR OPERATION NO. CHANNEL PED. SIGNAL 1 1—N-1 NORMAL 1 2 1—S-1 NORMAL MAST ARM 1 1—E-3 NORMAL 2 2 1—W-7 NORMAL — 1 1—S-2 CALL/HOLD 3 2 2—S-2 DELAY 2 1 1—N-6 CALL/HOLD 4 2 2—N-6 DELAY 2.5 1 1—W-4 CALL/HOLD 5 2 2—W-4 DELAY N 1 1—E-8 CALL/HOLD 6 2 2—E-8 DELAY u.P.R.R. R R GATE U.P,R.H- Call: TOLL. FREE ! WDpHQN6 DAYS BHF{{i3E YOU DIS 04 6 44 6 SCALE: 111 = 20' POLE AND EQUIPMENT SCHEDULE N0. STANDARD PLACEMENT DIMENSIONS VEH . SIGNAL MT6 . PED. SIGNAL P.P.B. H.P.S. LUMINAIRE TYPE SIG.U. LI�i.M.A. "A" "B" MAST ARM POLE MTG.--lop AE60YM CIVIL iWINM NO. ARROW L 1—A — — 45 2.5 — TV -2—T 2 SP -1—T 2 --lop— M 24-4-80 35 15 10 2.5 MAS/MAS SV -1—T — — — — 250W N 1—A — — 12 2.5 — TV -2—T — — — — — S 24-4-80 3515 25 2.5 MAS/MAS SV -1—T 6 SP -1—T 6 4— 250W P 1—A — — 25 2.5 — TV -2—T 6 SP -1—T 6 —► — [� 24-4-80 35 15 12 2.5 MAS/MAS SV -1—T 4 SP -1—T 4 4— 250W 1—A — — 12 2.5 — TV -2—T 4 SP -1—T 4 —► — S 29-4-80 50 15 45 2.5 MAS/MAS/MAS SV -1—T 2 SP-1—TI 2 1 f-- 1 250W INTERNALLY ILLUMINATED STREET NAME SIGN FACES POLES o Limonite POLES Van Buren O BLVD. r -'H 1 LrsUN►u rr1r_—c1v1r r 1 UN UrcrsH 11 UIV EQUIPMENT SHALL BE INSTALLED TO PROVIDE THE FOLLOWING PRE—EMPTION SEQUENCE: INTERVAL 1 = READY (HOLDING) INTERVAL 2 = DELAY (ADJUSTABLE DELAY OF THE INITIALIZATION OF PRE—EMPTION FROM RECEIPT OF THE PREEMPTION INPUT). INTERVAL 3 = ADJUSTABLE YELLOW AND ALL RED CLEARANCE TO ANY HEADS DISPLAYING GREEN EXCEPT PHASES 3 AND 8. IF IN PHASES 3 AND 8 SEQUENCE SHALL ADVANCE DIRECTLY TO INTERVAL 4. INTERVAL 4 = ADJUSTABLE TRACK CLEARANCE (0 TO 30 SEC. MIN.) FOR PHASES 3 AND 8 AND SOLID RED FOR ALL OTHER PHASES. INTERVAL 5 = ADJUSTABLE YELLOW AND ALL RED CLEARANCE AFTER GREEN TRACK CLEARANCE FOR PHASES 3 AND 8. INTERVAL 6 = HOLD PHASES 1,3,4 AND 8 SOLID RED, AND ALLOW PHASES 2,5,6,7 TO CONTINUE TO OPER— ATE NORMALLY. INTERVAL 7 W COMMENCE NORMAL OPERATION. I '; LAJ RENCE EISENHAAT Fit�aJM�'itNt)A I l,iJfil� COLLA Y of I 11EI J#�iF8A1�IA APP»09ED E#Y. , �'EMPt3RARY TRAFFIC 8�; a r c CONSULTING ENGINEER REVItWED B` : SATE: ,®E TRA SPOATATI€?N DEPAATWIENT AE60YM CIVIL iWINM NO. . 4351 Latham Street, Suite 210 J fF E::SCALE. DATE: 15tw�hoN oars LIMONITE AVENUE w �D.. 13+7 3 r� tv. R!:". * Riverside, Ca11#ernia Telephone: r (71A). 92501 788-4950 ,. .:: 1 NC1'i MA#�K. APPRaV'�(3 BY: OF,.. , �7{{� arid. ' iL s r )- o� raa of tiSAiatruN VAN BUREN BOULEVARD 6tiRENCE 5. EISE, z ..E. 13493 TE: DATE: (� I '; E = EXISTING DETECTOR SCHEDULE • i'mail DETECTOR OPERATION NO. • =MMMMMNMNMM 1 1—N-1 NORMAL 1 2 1—S-1 NORMAL MAST ARM 1 1—E-3 NORMAL 2 2 1—W-7 NORMAL — 1 1—S-2 CALL/HOLD 3 2 2—S-2 DELAY 2 1 1—N-6 CALL/HOLD 4 2 2—N-6 DELAY 2.5 1 1—W-4 CALL/HOLO 5 2 2—W-4 DELAY C 1 1—E-8 CALL/HOLD 6 2 2—E-8 DELAY — — — — — 0 24-4-80 35 15 20 2.5 MAS/MAS SV -1—T 6 SP -1—T 6 4 250W F 1—A — — 20 2.5 — TV-2—TA 6 SP -1—T 6 —P, — Cj 24-4-80 35 15 15 2.5 MAS/MAS SV -1-T 4 WNSTANNIA 4 4-- 250W I 1-A - - 5 2.5 - TV -2 -TA 4 SP -1-T 4 1 10 - K 26-4-80 1 40 15 30 12. 5 1 MAS/MAS I SV -1-T 2 SP -1-T 2 1 4-- 1 250W FEW: I E = EXISTING DETECTOR SCHEDULE SENSOR DETECTOR OPERATION NO. CHANNEL PEO. sPED- 1 1—N-1 NORMAL 1 2 1—S-1 NORMAL MAST ARM 1 1—E-3 NORMAL 2 2 1—W-7 NORMAL — 1 1—S-2 CALL/HOLD 3 2 2—S-2 DELAY 2 1 1—N-6 CALL/HOLD 4 2 2—N-6 DELAY 2.5 1 1—W-4 CALL/HOLO 5 2 2—W-4 DELAY C 1 1—E-8 CALL/HOLD 6 2 2—E-8 DELAY PHASE DIAGRAM 1 1// I 2-W-4 i -W-4 o :r :��—I 0 z ' SCALE: V = 20' POLE AND EQUIPMENT SCHEDULE N0. STANDARD APPROVED BY. RESISTMM CIAL EMINER NO. PLACEMENT DIMENSIONS VEH . SIGNAL MTG . PEO. sPED- P . P . B . H . P . S . LUMINAIRE TYPE SIG.N.A. LUNA A. "A" "B" MAST ARM POLE APPROVED B ` MTG. _ ARROW A 1—A — — 40 2.5 — TV-2—TA 2 SP -1—T 2 —0 — B 29-5-80 55 15 15 2.5 MAS/MAS/MAS SV -1—T — — — — 250W C 1—A — — 22 2.5 — TV-2—TA — — — — — 0 24-4-80 35 15 20 2.5 MAS/MAS SV -1—T 6 SP -1—T 6 4 250W F 1—A — — 20 2.5 — TV-2—TA 6 SP -1—T 6 —P, — Cj 24-4-80 35 15 15 2.5 MAS/MAS SV -1-T 4 SP -1-T 4 4-- 250W I 1-A - - 5 2.5 - TV -2 -TA 4 SP -1-T 4 1 10 - K 26-4-80 1 40 15 30 12. 5 1 MAS/MAS I SV -1-T 2 SP -1-T 2 1 4-- 1 250W POLES © Limonite W LINE 601 OE THE FOLLOWING PRE-EMPTION SEQUENCE: :LAY OF THE INITIALIZATION OF PRE-EMPTION FROM RECEIPT OF THE ID ALL RED CLEARANCE TO ANY HEADS DISPLAYING GREEN EXCEPT N PHASES 3 AND 8 SEQUENCE SHALL ADVANCE DIRECTLY TO INTERVAL iARANCE (0 TO 30 SEC. MIN.) FOR PHASES 3 AND 8 AND SOLID RED s. ID ALL RED CLEARANCE AFTER GREEN TRACK CLEARANCE FOR PHASES 1 8 SOLID RED; AND ALLOW PHASES 2,5,6,7 TO CONTINUE TO OPER- IATION. TION NOTES "SERVICE EQUIPMENT ENCLOSURE. (YPE 90 CONTROLLER ASSEMBLY. ) x 30") SIGN. STAGE IV TRAFFIC REV G[�iVS: r LAWRENCE EISE TART CONSULTING ENGINEER RECOMMENDATIONS �VIEWEL7 BY: DATE: COUNTY OF RIVERSIDE. CALIFORNIA TWANSPORTAT,O1 DEPARTNT APPROVED BY. RESISTMM CIAL EMINER NO. TEMPORARY TRAFFIC SIGNAL.. 4351 Latham Street, Suite 210 OZ-«-9rJ rszsrnATroraexwtrs DATE:_ LIMONITE AVENUE M No. 334 s Riverside, California 92501' Telephone. E714) 768-4950 �_ SCALE: BENE MARK: a n d APPROVED B ` �. 3 -3i -4t _ sT c=vl4 4= OP ,l, " 1 t lI:10,R+ _...�.n� �� I �oevUrl Dzta TO of TRAN:SRTATI VAN BUREN BOULEVARD CALY�C�� ,rsrannv- 3 rnrm unr r: n r ': ". I nwrc. %l: a Il 33' LT. STA. 10 + 4 O LIGHTING ® INSTALL LUMINAIZE ON TYPE 1�-:) STANO4l21D 15' MAST Al2M ® INSTALL FLUSH SOFFIT LUMINAIG2ES © INSTALL PENDANT SOFFIT LUMINA1r2ES O 1 �2 ` C,- 2#6 TO S, C QA,L. S`/ STEM PULL. EOX . SEE SHEETS 29 E SO. ❑ PULL BOXES AI2E NO. S -� CONDUIT' IS 1'/2° UNLESS OTHE2WISE NOTED '\ D PZEVIOUSLY INSTALLED TYPE IIL BR SE2VICE \ E.QUiPMEtJT ENCLOSURE TO REMAIN. ,.Z\ \ 4 SOUTH G" U.C. Van Siren Blvd 4/2" L.C. NORTH 4> \ \ G \ \ Z7 \ \ 4'x G° POST SEE �HEET 5-10 POST \ 3 0 3 150 o — —� 150 • °� l5 12' 12• - - C, VAR• - -ILc (��(� " \ \ 23' RT. STA. 18+60 \ L.L. ON RAMP ATcH C /NE U.C. 4'/z" L.C. 750 TO CF:OSSWALK QPOFESSIO Qa9 c� s . Fr&I-$- q =¢fid F 2 < 9 No. 13493 � H7IP•3-31-93 OF CA01f — H STRIPING F-11-4 " WHITE LANE LINE STRIPE (DCT-,91(- /0 ) ❑2 — 8" WHITE CHANNELIZATION STRIPE (DETA/G .38)= F-31-1211 WHITE CROSSWALK/STOP BAR STRIPE - 7H6RM0 PZ45T/G ® — DOUBLE YELLOW STRIPE (OCT, -Q1& 22 ) 05 — WHITE TURN ARROW (TYPE 70") TyE.P/y/o PC,95Tic ❑6 — WHITE STOP MARKING THEPMO PLA57-lG' — YELLOW TWO WAy LEFT n -le V DINE (,ETfI/C 3Z) ®— ¢" GVf//TE EDGE G/NE STRIPE (OCTA/G 27,4 ) 0 — WI -11 7-,67 GalPE TREAT�//6NT (OETA/G 3Ca) to — WI-1/TE C'O.vI IA14T/OrV 4,OeOW (TYPE =) THERMO PLASTIC 11 — DOUBLE YELLOW ST2/PE (.DETAIL 29� "5I6NAL AHEAD "PAVEMENT MARKING THERMO PLASTIC I3 — "STOP AHEAD° PAVEMENT MARK/NG THE712MO PLASTIC 14 — WHITE ARROW (TYPE I10) TILIE21,10 PLASTIC I5 — TYPE A PA✓EMEIJT MgRKERS �DETA/L 4oA) z 4a„G" POST G 20 C 5 10 \ 11 12 — 2o. - - s F 20` \ /00 L/MON/TE FROITAcIE ROAD e° 20� � - --------------- 4 NOTES SIGN PANEL S4ZE5 ARE STANDARD UNLESS OT1-4E2WISE NOTED. SIGN POSTS A2E 4" K 4" UNLESS 071-4E2WISE NOTED. *SS { AP AND SADDLE BP-ACKE:T METHOD ON SIGNAL STANDA2D. OR LIGHTING STANDARD W-* 120' REVERSE. AKIO 125 TAPER OR AS DIRECTED BV THE ENGf DICER. t LOCA,TIOI,3 AS DIRECTED B/ EQG1 IlIEER LIMONITE AVENUE -150'70 C2055WALK--�j�--I� 12 \ 1 ao. � 12•, — is • �e. — — — 4 5 SIGNING — /INSTALL R1 .SIGN ©—INSTALL RIO (,eT.) sI6N ©— IN5TALL 4" x G" POST D� — INSTALL G 77 S/GN WI 4 G77 5/6N I INSTALL 678 5/GN — INSTALL W¢I S/GN ----I — \9 TYPE K-/ OBJECT MARIIEP i co W /7 SIGN J� — INSTALL R-16 - 2. / 9/GAJ \\ f\ I WI �I I 2 5 750 TO CF:OSSWALK QPOFESSIO Qa9 c� s . Fr&I-$- q =¢fid F 2 < 9 No. 13493 � H7IP•3-31-93 OF CA01f — H STRIPING F-11-4 " WHITE LANE LINE STRIPE (DCT-,91(- /0 ) ❑2 — 8" WHITE CHANNELIZATION STRIPE (DETA/G .38)= F-31-1211 WHITE CROSSWALK/STOP BAR STRIPE - 7H6RM0 PZ45T/G ® — DOUBLE YELLOW STRIPE (OCT, -Q1& 22 ) 05 — WHITE TURN ARROW (TYPE 70") TyE.P/y/o PC,95Tic ❑6 — WHITE STOP MARKING THEPMO PLA57-lG' — YELLOW TWO WAy LEFT n -le V DINE (,ETfI/C 3Z) ®— ¢" GVf//TE EDGE G/NE STRIPE (OCTA/G 27,4 ) 0 — WI -11 7-,67 GalPE TREAT�//6NT (OETA/G 3Ca) to — WI-1/TE C'O.vI IA14T/OrV 4,OeOW (TYPE =) THERMO PLASTIC 11 — DOUBLE YELLOW ST2/PE (.DETAIL 29� "5I6NAL AHEAD "PAVEMENT MARKING THERMO PLASTIC I3 — "STOP AHEAD° PAVEMENT MARK/NG THE712MO PLASTIC 14 — WHITE ARROW (TYPE I10) TILIE21,10 PLASTIC I5 — TYPE A PA✓EMEIJT MgRKERS �DETA/L 4oA) z 4a„G" POST G 20 C 5 10 \ 11 12 — 2o. - - s F 20` \ /00 L/MON/TE FROITAcIE ROAD e° 20� � - --------------- 4 NOTES SIGN PANEL S4ZE5 ARE STANDARD UNLESS OT1-4E2WISE NOTED. SIGN POSTS A2E 4" K 4" UNLESS 071-4E2WISE NOTED. *SS { AP AND SADDLE BP-ACKE:T METHOD ON SIGNAL STANDA2D. OR LIGHTING STANDARD W-* 120' REVERSE. AKIO 125 TAPER OR AS DIRECTED BV THE ENGf DICER. t LOCA,TIOI,3 AS DIRECTED B/ EQG1 IlIEER LIMONITE AVENUE -150'70 C2055WALK--�j�--I� 12 \ 1 ao. � 12•, — is • �e. — — — 4 5 SIGNING — /INSTALL R1 .SIGN ©—INSTALL RIO (,eT.) sI6N ©— IN5TALL R 96 f',e96,4 5/GIV5 D� — INSTALL G 77 S/GN EQ — INSTALL G77 5/6N ® — INSTALL 678 5/GN — INSTALL W¢I S/GN HQ — INSTALL TYPE K-/ OBJECT MARIIEP 0 — INSTALL W /7 SIGN J� — INSTALL R-16 - 2. / 9/GAJ LAWRENCE S. EISENHART "2-:7v,-0H!TIA., 512;A—ISSTR/PES MARKING'S APPROVED BY: COUNTY OF RIVERSIDE. CALIFORNIA CONSULTING ENGINEER 10110190 REGISTERED CIVIL ENSINO NO. 1420 COOLEY DRIVE, SUITE 200E DATE: REGISTRATION EXPIRES: ROAD DEPARTMENT COLTON, CALIFORNIA 92324 TELEPHONE: (714 824-1794 APPROVED BY: SCALE: BENCHMARK: III =50 RIVERSIDE COUNTY, CALIFOMIA A RENCE EISE ART N C. E.- 13493 DATE DATE: 4-29-9D FOR ROAD CaallssloNER DATE: W.O. N0. 84—WI012 HIGHWAY LIGHTING SIGNING AND STRIPING PLAN LIMONITE AVENUE SHEET 35 COLLINS STREET, HOLLADAY STREET, OF -J SHEET AND PEDLEY STREET/MORTON AVENUE LE NO. STRIPING 01 — 4" WHITE LANE LINE STRIPE (DETAIL 12) 02 — 8" WHITE CHANNELIZATION STRIPE (DETAIL 38) ❑3 — 4" WHITE EDGELINE STRIPE (DETAIL 27A) ® — 4' WHITE SOLID LANE LINE STRIPE ® — "SIGNAL AHEAD' PAVEMENT MARKING- THERMOPLASTIC © — GORE TREATMENT (DETAIL 75G) -11 - 4' YELLOW EDGELINE STRIPE (DETAIL25A) ® -4" YELLOW EDGELINE ST21PE(DETAIL 25) ❑9 -WHITE TURN ARROW (TYPE Imo) THERMOPLASTIC 10 - WHITE COMBINATION A2R0W (TYPE -MI) THERMOPLASTIC II - 12" WHITE STOP BAR -:THERMOPLASTIC 12 - 4" WHITE LANE LINE STRIPE (DETAILS) ** G 6 S SIGNING ® — INSTALL G MARKER © — INSTALL W41 SIGN CC� — INSTALL G84 SIGN DQ — INSTALL G85 SIGN ® — INSTALL G83 SIGN FE] — INSTALL W59 SIGN © — INSTALL W72 SIGN (30 MPH) El - INSTALL RII 4 RI IA SIGNS M - INSTALL RIO(Rt.4 Lt)SIGNS Ja - INSTALL Rgro 4 R9GA SIGNS* Limonite Ave to -(.77 8" L.C. '/2 MILE 4xro" PoSi Limonite Ave 4" x (:2�' pc)5-r 10.6-7 U.C. 8" L.0 . NOTES SIGN PANEL SIZES ARE STANDAR® UNLESS OTHERWISE NOT=). SIGN POSTS A2E:—: 4'Y,4' UNLESS OTHE2WISEE NOTED *STRAP AND SADDLE 52ACKEi METHOD ON SIGNAL- -)r, IGNAL STANC�A2D Z * � OMIT REFLECTIVE PAVEMENT" A MRIGE2S ,L 39' LT. STA. I03 +00 S.B. IMPROVEMENTS SCALE: 1" = 50' A 0 I A X85 5. IMPROVEMENTS I t #8a � — ��- - - - - - ----- - -- ((�� POWER eouRGE 50. CALIFORQIA EDI450t.1 FELE NO. ICp10150E- 1 41x&11 H i I \ \\ Z� � �'' •► v In -- ADDRESS \\ /0 / / / v v v f ®v _ N — — — — — — — — — — — — — — — — — q / -or?) v v _ 3 q �j] (oTaO KELSey PLACE \ vi 4 G ---- L- -----' 1 LT.229 141* a�� 7 -- ------ LU _ ® 2 �-F t - - — N . B OFF.?RAMP N - _ i A 4H= I ( F—I tt I i i i I J i I41Jx�" POST I IS�Z 23 RT. STA. 99 + GO L.L. RAMP , 23' RT. STA. 9-7 + 80 L.L. RAMP ' LIGHTING VAN �O C-P�� BUREN BOULEVARD O 15SMAST A2MfrQTALL N SIL2irD BASE tZEQU 2E� Ar2® ®S P BASS �I N W 2E2 CDN TYPE 31 STANDAR® ❑ PULL E30X E5 Al2E NO. B - CONDUIT- IS 172" UNLESS OTHERWISE NOTES) 0 INSTALL. TYPE = CF S7=I2VICE ENlCLOSUI"2E ONE 120/24o VOLT SERVIECMETEY R,TPE Q P.E:C. 30 AMP OREA-AE.R5. O3 INSTALL 3" C-ON30UI-7 (SCHEDULE 80 r --,/C) $ pUL ROPE FROM JCE POWER SOURGC TO SERVICE EQUIPMFDI 7- E.NCLrJSURl�_=. - - - -r H- � //QpOFESSjpNgC� 0 H iia �yi �Z m Q x m J � a No. 13493 # exP.3-3t-93 \rP p. V xL oP� OF CpL'iF LAWRENCE S. EISENHART CONSULTING ENGINEER 1420 COOLEY DRIVE, SUITE 200E COLTON, CALIFORNIA 92324 TELEPHONE: (714) 824-1794 APPROVED.BY: COUNTY OF RIVERSIDE, CALIFORNIA REGISTEREO CIVIL MINEER NO. ROAD DEPARTMENT DATE: REcISTIIATION EXPIRES APPROVED BY: SCALE: BENCH MARK: '*!�' RIVERSIDE COUNTY, CALIFORNIA DATE: ^28- O FOR ROAD COlMIISSIONER DATE: W.O. NO. 84-W1012 HIGHWAY LIGHTING SIGNING AND STRIPING PLAN VAN BUREN BOULEVARD SKEET 36 SOUTH OF OF 61 SHEETS LIMONITE AVENUE FILE NO. ESTIMATED QUANTITIES PAVEMENT MAR2<ERS SIGN INSTALLATION PAVEMENT STRIPE AND MARKINGS NO. DESCRIPTION UNIT PUANT NO. DESCRIPTION UNIT IUANT TYPE QUAN7t7Y A G -MARKER ON METAL POST EA. Ira 1 4" WHITE LANE LINE STRIPE L, F, 2600 B W41 SIGN EA. 1 2 8" WHITE CHANNELIZATION STRIPE L. F. 260 G 90 C G84 SIGN EA, 1 3 4" WHITE EDGELINE STRIPE L. F. 3120 H -7ro D G85 SIGN EA. 1 4 4" WHITE SOLID LANE LINE STRIPE L. F. 250 E G83 SIGN EA. 1 5 "SIGNAL AHEAD" MARKING S G3 F W59 SIGN EA. 1 ro GOQE 72EATMENT L. F. 550 G W72 SIGN 30 MPH) EA. 1 7 4i YE=LLOW EDGELINE ST21PE L.F= 530 H RI1 4 211 SIGNS EA. 2 8 4' YELLOW EDGELINE STRIPE L, F. 2600 1210 J Rt. 4 Lt. SIGNS R9G 4 R9GA SIGNS I EA. EA. 2 2 91 10 11 12 WHITE TURN ARROW S.F. GO WHITE COMBINATION A(2.R(DW 5.F 54 12" WHITE STOP P)AR S.F 54- 412 41 WHITE= LANE LINE S7121PI- FL S00 NOTES SIGN PANEL SIZES ARE STANDAR® UNLESS OTHERWISE NOT=). SIGN POSTS A2E:—: 4'Y,4' UNLESS OTHE2WISEE NOTED *STRAP AND SADDLE 52ACKEi METHOD ON SIGNAL- -)r, IGNAL STANC�A2D Z * � OMIT REFLECTIVE PAVEMENT" A MRIGE2S ,L 39' LT. STA. I03 +00 S.B. IMPROVEMENTS SCALE: 1" = 50' A 0 I A X85 5. IMPROVEMENTS I t #8a � — ��- - - - - - ----- - -- ((�� POWER eouRGE 50. CALIFORQIA EDI450t.1 FELE NO. ICp10150E- 1 41x&11 H i I \ \\ Z� � �'' •► v In -- ADDRESS \\ /0 / / / v v v f ®v _ N — — — — — — — — — — — — — — — — — q / -or?) v v _ 3 q �j] (oTaO KELSey PLACE \ vi 4 G ---- L- -----' 1 LT.229 141* a�� 7 -- ------ LU _ ® 2 �-F t - - — N . B OFF.?RAMP N - _ i A 4H= I ( F—I tt I i i i I J i I41Jx�" POST I IS�Z 23 RT. STA. 99 + GO L.L. RAMP , 23' RT. STA. 9-7 + 80 L.L. RAMP ' LIGHTING VAN �O C-P�� BUREN BOULEVARD O 15SMAST A2MfrQTALL N SIL2irD BASE tZEQU 2E� Ar2® ®S P BASS �I N W 2E2 CDN TYPE 31 STANDAR® ❑ PULL E30X E5 Al2E NO. B - CONDUIT- IS 172" UNLESS OTHERWISE NOTES) 0 INSTALL. TYPE = CF S7=I2VICE ENlCLOSUI"2E ONE 120/24o VOLT SERVIECMETEY R,TPE Q P.E:C. 30 AMP OREA-AE.R5. O3 INSTALL 3" C-ON30UI-7 (SCHEDULE 80 r --,/C) $ pUL ROPE FROM JCE POWER SOURGC TO SERVICE EQUIPMFDI 7- E.NCLrJSURl�_=. - - - -r H- � //QpOFESSjpNgC� 0 H iia �yi �Z m Q x m J � a No. 13493 # exP.3-3t-93 \rP p. V xL oP� OF CpL'iF LAWRENCE S. EISENHART CONSULTING ENGINEER 1420 COOLEY DRIVE, SUITE 200E COLTON, CALIFORNIA 92324 TELEPHONE: (714) 824-1794 APPROVED.BY: COUNTY OF RIVERSIDE, CALIFORNIA REGISTEREO CIVIL MINEER NO. ROAD DEPARTMENT DATE: REcISTIIATION EXPIRES APPROVED BY: SCALE: BENCH MARK: '*!�' RIVERSIDE COUNTY, CALIFORNIA DATE: ^28- O FOR ROAD COlMIISSIONER DATE: W.O. NO. 84-W1012 HIGHWAY LIGHTING SIGNING AND STRIPING PLAN VAN BUREN BOULEVARD SKEET 36 SOUTH OF OF 61 SHEETS LIMONITE AVENUE FILE NO. M — 4° WHITE LANE LINE STRIPE (DETAIL 12) 02 — 8' WHITE CHANNELIZATION STRIPE ( DETAIL 38) ❑3 — 40 WHITE EDGELINE STRIPE (DETAIL 27A) ® — WHITE TURN ARROW (TYPE 1Y R) Q — 4" YELLOW EDGELINE STRIPE (DETAIL 2SA) © — 4" YELLOW EDGELINE STRIPE (DETAIL 25) Q — 4' WHITE LANE LINE STRIPE (DETAIL_ 8) ® — REMOVE EXISTING STRIPE AND 1 2 PAVEMENT MARKINGS NOTES SIGN PANEL SIZES A2E STAN®AF2D UNLESS 07NE2WISE NOT -ED. SIGN POSTS AQE 4-"x4" UNLESS DTI-1E2WISE NOTED. ME OMIT I"ZEFLECTI VE PAVEMENT MA2KE2S. t REPLACES EXISTING Wq SIGN LIGHTING O INSTALL LUMINAIRE ON TYPE 30 STANDA2® 15' MAST ARM, SLIP EASE l2=QU12EL7 O3 INSTALL LUMINAi21= ON TYPE 30 STANI)A2C) 12' MAST A2M, SLIP EiASE C2EQU12EC� ❑ PULL BOXES 442E NO. S --- CONDUIT IS I'/2" UNLESS OTHE2WISE NOTED ® I %2" C - 2 # 8 TO 51GIJAL SYSTEM PULL BOX.. 5EE `3HEE: t 3?-. O ?_"C - 4#8 TO SIGNAL S'/57EM PULL BOX. 5EE Si-IE.E.T 32. SIGNING E — INSTALL G MARKER ON METAL POST (CLASS 2) © — INSTALL WS7 SIGN � N -I MAI2KE2 © — INSTALL W3 (RT) SIGN QD INSTALL G85 SIGN Q — INSTALL G83 SIGN QF — INSTALL W59 SIGN © --- INSTALL W72 SIGN (15 MPH) Q — INSTALL W53 SIGN Q —INSTALL W7 SIGN ON EXISTING POST t G8S %2 MILE Limonite Ave 10.Co"7°u.c. S" L.C. • 41x-(21 POST Limonite Ave 1.0�9 S. SjpNq\ �Qs Ejm � �r Fy � M 2 9 Z Lu < 9 m cc J y 9 No. 13493 * exP. 3-31-9 \rF C I vIl pP�yP OF CALSF lo.G7" U.C. 8" L.G. LAWRENCE S. EISENHART CONSULTING ENGINEER 1420 COOLEY DRIVE, SUITE 200E COLTON, CALIFORNIA 92324 TELEPHONE: (714) 824-1794 / / C STR/ ESTIMATED QUANTITIES PAVEMENT MARKERS SIGN INSTALLATION PAVEMENT STRIPE AND MARKINGS NO, DESCRIPTION UNIT PUANT NO, DESCRIPTION UNIT IUANT, TYPE QUANTITY A G -MARKER ON METAL POST EA. 1 19 1 4" WHITE LANE LINE STRIPE L, F, 2550 B W57 SIGN $ N -I MARKER EA. 1 2 8" WHITE CHANNELIZATION STRIPE L. F. _-76o G 85 C W3 (RT) SIGN EA. 1 3 4" WHITE EDGELINE STRIPE L. F. 3400 H Cob D G85 SIGN EA. 1 4 WHITE TURN ARROW S. F. 45: E G83 SIGN EA. 1 5 4" YELLOW EDGELINE STRIPE LF 530 F W59 SIGN EA. 2 6 4' YELLOW EDGELINE STRIPE L.F 2550 G W72 SIGN (15 MPH) EA. 1 7 4" WHITE LANE LINE STRIPE L.F 450 H W53 SIGN EA. 1 8 REMOVE STRIPE AND PAVEMENT MARKINGS S.F. 100 1 W7 SIGN t EA. 4 SCALE: 1" = 50' ' LT. STA. 113+00 APPROVED BY: REGISTERED CIVIL ENGINEER NO. DATE: REGISTRATION EXPIRES APPROVED BY: Q n RIVERSI COUNTY, CALIFORNIA DATE: �> -2e -96 FOR ROAD COMMISSIONER uP2R a - - VAN BUQF-N BLVD. I/2 MILE TO HOLLADAY ST MEET EXISTING ---------------------- 32' RT. STA. 119+17 COUNTY OF RIVERSIDE, CALIFORNIA ROAD DEPARTMENT SCALE: 1°-501 DATE: BENCH MARK: W.O. NO. 84-W HIGHWAY LIGHTING SIGNING AND STRIPING PLAN VAN BUREN BOULEVARD SHEET_ NORTH OF of s stIEET LIMONITE AVENUE FILE N0. 902-0 \ f - SCALE: 1" = 40' Y�x T \ 9 � s CIM \ \�'E ro 4 e �� e _ 16 —TYPE III BARRACADES ESTIMATED QUANTITIES SIGN INSTALLA' VO DESCRIPTION A SCS B C 1 W / PORTABLE FLASH, C C7 D C13 E W 47 F C2 ON BARRICADE G R1 H W 17 (ORANGE) I W3 (LT.) AND W& (15) ORANGE J W3 (RT.) AND NICD (15) ORANGE K C5 (L -T.) L C5 CRT.) MI C5 CRT.) ON BARRiCLDE < LAWRENCE S. EISENHAHI s. FrsF2 CONSULTING ENGINEER aQ s m 1420 COOLEY DRIVE, SUITE 200E s J `n COLTON, CALIFORNIA 92324 No. 13493 * TELEPHONE: (714) 824-1794 * EXP. 3-31-93 'rT CIVIC- 1P qrF °F CA1-SFOP2 LAWRENCE .ESE ART R,C.F 13493D� U o � 10 I n� o LD a 0 0 SIGNING QA - INSTALL SC3 SIGN PAVEMENT STRIPE AND MARKINGS INSTALL UNIT GUANTJ401 - INSTALL DESCRIPTION UNIT GUAN1 EA. I 1 WHITE TU2N ARROW (TYPE S. F 182 EA. 1 2 4" WHITE LANE LINE STRIPE L.F.17OC -INSTALL EA. 1 3 DOUBLE YELLOW STRIPE L. F. _75C EA. 1 4 B" WHITE CHANNELIZATION STRIPE L. F. 810 EA. 1 5 12" WHITE CROSSWALK/STOP BAR STRIPE S.F.75C EA T. 1 6 TWO- WAY LEFT TURN LANE LT 120C EA. 1 7 'STOP AHEAD" MARKINGS SF 53 EA. 1 8 RAILROAD CROSSING MAPKINGS S.F 158 EA. 1 9 WHITE COMBINATION A2PZOW (TYPE=) S.F rS4 EA. 1 FFss F EA. 1 EA. 1 EA. 1 < LAWRENCE S. EISENHAHI s. FrsF2 CONSULTING ENGINEER aQ s m 1420 COOLEY DRIVE, SUITE 200E s J `n COLTON, CALIFORNIA 92324 No. 13493 * TELEPHONE: (714) 824-1794 * EXP. 3-31-93 'rT CIVIC- 1P qrF °F CA1-SFOP2 LAWRENCE .ESE ART R,C.F 13493D� U o � 10 I n� o LD a 0 0 SIGNING QA - INSTALL SC3 SIGN ©® INSTALL Cl SIGN W/ PORTABLE FLASH. BEACON CCJ - INSTALL C7 SIGN ❑D -INSTALL C13 SIGN ®-INSTALL W47 SIGN ❑F -INSTALL C2 SIGN ON BARRICADE © -INSTALL R1 SIGN OH -INSTALL W17 SIGN (ORANGE) DI — INSTALL W3 (LT) $ WG (I5) SIG)JS (ORANGE) 0 — INSTALL W3 (RT) E W(o (15) SIGNS (ORANGE) S — INSTALL C5 (LT) SIGQ Q — INSTALL CS (RT) S1C)Q D - INSTALL C5 (RT) 516KI ON BARRICADE ® - WHITE TURN ARROW (TYPE IV) 0-411 WHITE LANE LINE STRIPE (DETAIL 8) [] -DOUBLE YELLOW STRIPE (DETAIL 21) R - B ° WHITE CHANNELIZATION -STRIPE (DETAIL 38A) M-12 11 WHITE CROSSWALK/STOP BAR STRIPE ©- TWO WAY LEFT TURN LANE STRI PE m7 -STOP AHEAD' MARKINGS ®- RAILROAD CROSSING MARKINGS ® -WHITE COMBINATION A2eOW(TYPE �) 10 — TYPE A PAVEMENT MARKER5 (DETAIL. 40A) N OT E SEE SHEET IG –STAGES I E II. PRIOR TO STAGE II COMPLETIOQ OF LIMON ITE - PEDLEY - MORTON! SIGI.IAL SYSTEM , INTERSECTION TO BE CONTROLLED 0y 3 - EACH R-1 SIGQS ANO 3 -EACH W R SIGNS (ORANGE) WITH PORTABLE FLASHING BEACONS. INSTALLATtOt4 LOCATI0Q5 TO BE DETERMINED 13Y THE ENGII�IEER. 1 1 1 I � L 440' Z__ Lu e®,z i MLU I i�lQ PAVEMENT I I MARKERS TY PE I QUANT. \ L _ -_----- -- 6 ---- --------- - - - - -_ \ � L C ROAD DEPARTMENT DATE: REGISTRATION EXPIRES: LIMONITE AVENUE PEDLEY ROAD/MORTON AVENUE SHEET OF -)L a SCALE. BENCH MARK: _ 40� FILE 2p ' LIMONITE DETOUR DATE: DATE: W.O. NO. 84—W 1012 902ww� O \ 20 \ 1 - Ll MONYT -- -1-------------------------- AVENUE CONSTRUCTION AREA SIGNS AND STRIPING FOR REDUCED PLANS 0 1 2 3 - _ _ -_----- -- 6 ---- --------- - - - - -_ 2 COUNTY OF RIVERSIDE, CALIFORNIA C ROAD DEPARTMENT DATE: REGISTRATION EXPIRES: LIMONITE AVENUE PEDLEY ROAD/MORTON AVENUE SHEET OF -)L D CONSTRUCTION AREA SIGNS AND STRIPING FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I APPROVED BY: DETOUR PLAN COUNTY OF RIVERSIDE, CALIFORNIA REGISTERED CIVIL ENGINEER NO. ROAD DEPARTMENT DATE: REGISTRATION EXPIRES: LIMONITE AVENUE PEDLEY ROAD/MORTON AVENUE SHEET OF -)L APPROVED BY: SCALE. BENCH MARK: _ 40� FILE RIVER�IDSCOUNTY. CALIFORNIA "ZF3 - FOR ROAD COI�tISSIDNFA LIMONITE DETOUR DATE: DATE: W.O. NO. 84—W 1012 902ww� W z H �– –––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––- .—._.—.—.—._._.—_.—.—. .—.—.._.—.—.—.—.—...—.—.—.—...—.—.—.........—.—...- - — — — — — — — — — EXISTING IMPROVEMENTS 0. 0. MEET EXISTING — — � � — — — — — — — — — — — — — — — — — — — — — — — — — — EXISTING IMPROVEMENTS N.B. a \ — ---------— — — — — —e �: ®---------------- ------------------------ 1 — — — — — — 750' TO BEGIN 350' TO BEGIN — _ _ \ _ OF DETOUR OF DETOUR10 — T F91 VAN BUREN BOULEVARD STRIPING ©-4" WHITE LANE LINE STRIPE (DETAIL 80 Q2 — 8" WHITE CHANNELIZATION STRIPE (DETAIL 3BA) Q-12" WHITE CROSSWALK/STOP BAR STRIPE ®— DOUBLE YELLOW STRIPE (DETAIL 21) ®— WHITE TURN ARROW (TYPE ISZ) REMOVE EXISTING STRIPE AND PAVEMENT MARKINGS+ SIGNING FA — R9G AND R9(2)A SIGNS* © — Cl SIGN © — WI (Rt) SIGN $ IAJ& ( ) SIGN (ORANGE) R2—WI(Lt) SIGN � WCo ( ) SIGtQ %ORANGE.) I �� ( - - - - - - - - - - - - - - - - - - - - - - - - - -L T- .. -. .-.-.-.-.-.-.-.-. -.-. 1 -- CL EXISTING IMPROVEMENTS S.B. 1 U - �- 11' � 12' Q 11' 150' 3 ® 13' — — — — — — — — — — — UPRR MAIN LINE s UPRR SHOOFLY SCALE: 1" = 40' ESTIMATED QUANTITIES SIGN INSTALLATION I PAVEMENT STRIPE AND MARKINGS ON SIGNAL_ STANDARD 0 DESCRIPTION UNIT QUANT 0 DESCRIPTION UNIT GUANT. A R9G AND R9GA EA. 2 1 4" WHITE LANE LINE STR(PE ___ L._F.4000 B CI- EA. 2 2 8" WHITE CHANNELIZATION STRIPE L. F. 350 C W I (PQ At,1D WG (ORANGE) EA. I B 12 " W1417T57/�/PE S.F. 550 D WI (Lt) AMC) WCo (+ -1.) (ORANGE) EA. 1 4 DOUBLE YELLOW STRIPE L.F.3 - 5 WHITE TURN ARROW S. 90 REMOVE EXISTING STRIPE AND PAVEMENT MARKINGS+ S.,F. 400 * STRAP AND SADDLE BRACKET METHOD ON SIGNAL_ STANDARD + EXISTING CONFLICTING DETOUP, STRIPES AND MARKINGS STAGE II I I I * * SPEED TO BE DETERMINED IQ T1AE FIELD BV 71-AC- F-11 HC ENC�iNE�R. I I i 1 LL it \ 1 cc I� F --I cn ---------------------------------------------------- EXISTING --------------------------------------------------- EXISTING IMPROVEMENTS N.B. 1 ' q 4 D B 250' TO BEGIN 750' TO BEGIN OF DETOURJ OF DETOUR _ - ® _----- — -----——————————— — — — — —— .—.-- —. _ _ — i 13 ' ®- — / 150' 11' �- 12'- -' VAN BUREN BOULEVARD 7iii .�I 13'® I W' F– Ci H ❑ IZ O O F- W I H ❑ I I � I QPpFE5SIpNq LAWRENCE S. EISENHART CONSULTING ENGINEER z 1420 COOLEY DRIVE, SUITE 200E Q a COLTON, CALIFORNIA 92324 No . 13493 TELEPHONE: (714) 824-1794 3-31-93 cz v ll- 'tiP S pp CALSF�P� FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES REGISTERED CIVIL ENGINEER NO. DATE: REGISTRATION EXPIRES: APPROVED BY; RIVERSIDCOUNTY, CALIFORNIA DATE: G 28 -50 FOR ROAD COMMISSIONER COUNTY OF RIVERSIDE, CALIFORNIA ROAD DEPARTMENT SCALE: �� _ �I BENCH MARK: DATE: W.O. NO. 84-W1012 CONSTRUCTION AQEA SIGNS AND STRIPING STAGE III TRAFFIC DETOUR PLAN VAN BUREN BOULEVARD SHEET 41 and OF -&L SHEETS HOLLADAY STREET/LIMONITE DETOUR FILE NO. ?0? IWO t J �i� APPROV ytRRY M. DUR'LFF No. 1;598 9 15 9 8uIV8I VIL Designed N 5 G 90 Checked RX/G COW,L1FB�� Drawn G /G ?O I Job No. 'E SIL E34RQIC, - SHEET NO, ® TYPE ILL SEE S+ - TYPE SII SEE SH MAMMIromm W ILL: B. SHEE CADE 39 r. m DES 3>9 SIE PEP—MANENT INSTALLATION (SEPAQATE PAY ITEM) FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 7Es �9 SOLE: NO SCALE DATE • CONSTRUCTION ARJEA SIGNS W A ENGINEERS & PLANNERS rAPPROVE G 30 93�' 2 9d RCE /.5&C#8 ' civil �A REGISTERED CIVIL ENGINEER NO. REGISTRATION EXPIRES RIVERSIDE COUNTY, CALIF. FOR ROAD COMMISSIONER DATE: G -2s -.90 SCALE: CONSTRUCTION AREA SI SUMMARY W.O. NO 84-W CONSTRUCTION AREA SIGNS, DELINEATION AND TYPE 111 BARRICADE SUMMARY' SHEET NO. SIGN CODE PANEL SIZE TYPE Ill BARRICADES DELINEATORS o2 CHANNELIZER REMARKS LOCATION 2EMAIZKS NOTE �A NO. <05 NOTE NOTA © NOTE © Co7 NOTE © (08 NOTE ® NOTE ® COVE12 WHEN SIGN NO. I IS IN USE- LOCATION NO. SNEE NO. SIGN CODE PANEL SIZE TYPE TIL BAi2RICADES DELINEATORS oR CHANNELIZER 43 18 O O �3 43 43 43 CI8 C 18 CI8 3(�' x 3co" 3�'x 3Co" 43 3 43 3 43 3 ® 43 CIS 3(2" 3<0° 43 -72 x 4S O5 43 CI8 3Co'x 3Co" N3 MA2K✓R So EACH- N3 MAP.KEPS TO BE INSTALLI=D AS DI2FGT-E�D BY THE ENGINE O 4.3 CIS 3�ox 3�0° 3� EAC - TYPE A I_OW FLASHING WARNING LIGHT s -rO `E3E 7 43 CI8 I e-FALL.t=t] AG Di;Z'ECTED 5Y TH)= ENGINEF-::::2 ® 43 C 18 3Ca x 3&" O43 CIS 3Co'Ix 3Co° 0 43 CI8 I I 43 C18 x I Z 43 cis aro' 30° 13 43 C 18 3(o X 3(2) 14 CI8 SEE SHEET NO. 38 TH2OUGH SHEET NO. 42 F02 ADDITIONAL_ CONSTRI.ICTION A2EA SIGNS S CI8 16 C 13 48" x 18" NOTE (7 &4-31 C13 48"X I8" COVF=2 WHEN SIGN NO. ICS Ie iN USE NOTE � EXACT LOCATION OF SIGNS, BARRICADES AND DELINI=ATORS OR C{-1ANNEL1ZE25 TO SE DETE2MINED BY THE EN61N1=E1Z. I S C 13 48 x 18" Iq C3 48°x t8" © USE ONLY DU2tNG STAGE S CONST2UCTION OF LIMONITE Ax/ENU1= ST012M D2AIN. 20 43 C13 48"x I8" 2I 43 C -SPECIAL NOTE C CO USE ONLY P2ECF='DING AND DU2tNG STAGE = CLOSURE OF LIMONITE= Ax/ENIJI= TO 7-H2OUGt-1 Tt2AFI=7IG SIGN T'b SE DISPLAYED MINtMUM OF le WOQKlNG DAYS PRIO2 -70 CLOSU21=. 22 43 C -SPECIAL NOTE CO 23 24 43 43 C -SPECIAL C-SPCCIAL NOTE CO NOTE OD USE ONLY DU�21N6 STAGE S CLOSU25. OF LiMONITS AVENUa TO TH2OUGH 7f2AFFIC. O �PPG[fAl3GE PEPMANENT ZMPROI/EMENTS TO /3E /NRLACE PR/OR TO DETOUR/NG G/MONlTE 7RA1cF/G W-4/ -5/6/VS ANO S/G/U�L Af/EAD NJ/�RK/N65 O/,/ G/KION/TE Al/ENUE - SEE SHEET 35 GCJM/NA//zE ON TYPlE 15 57,9NDARO 47-IVOR7-H EA57- CORNE2 OF HOLLADAY AN/> 6-0LC/N5 57R6 -6T5 -.SCE SHEET" 35 25 26 43 43 C -SPECIAL C -SPECIAL NoT� D NOTA OD 27 43 C --SPECIAL NOT>e O R-/ 516AI ON G/MDN/TE FROA17-AGS IeO. AT MO,'TON AVE. - SEE SH. 3S ?( 43 C 18 3Co' x 3Co " zq 43 C t 8 43 c19 ZI Beginning 22 BeC�lnnlncj 23 Bec�innlnc3 Mon Dec 10 Mon Dec 10 Mon Dec. 10 L►mon►te East Limonite Closed Limonite East' 35 43 C2 3 MOUNT ON BA2121CADC 3� 37 43 43 2r2:,1-2-7 72°x45" 4 4 MOUNT ON BA22lCAiDE, NOTA OD MOUNT ON BA221C4,0E=, NOTE OD O 43 CSA I MOUNT ON NOTE 0 39 43 I8 43 Ig F Closed Ahead At Van Buren Closed Ahead Use Clay St Q Thru Traffic Use Clay St 41 43 4-3 7 43 43 q a Use Clay St, 38 C2, CS 8 MOUNT ON BAfzrZICADc 45 38 C 2, CS MOUNT ON gA22 I CADS O 39 C2, C5 Iro MOUNT ON 3A221CAD� 47 43 (2) 43 5 24 Beginning 25 To 26 To Z7 To 4G 0 43 S s 43 S Mon Dec (O Limonite Limonite Limonite. sl 43 20 West ,� a East East Sz 43 Iq Limonite East s3 43 4 Closed Ahead 54 43 4 Use Van Buren To Clay St ss e� 43 43 4 4 s7 43 24 43 22 s9 43 24 O 43 s 20 SIGNS NO. 21 THROUC-�H NO. 27 -1E CO�/E2 THIS ME`jSAGf= DU21NG o N LY �N LY - ACTUAL P1=2tOD OF CLOSUF2E LETTE2 SIZE= Coli U.C. 4'�2° L.C. R(ol 2-7 BLACK MESSAGE ON 02ANGE PZEF=LECTIVE SHEETING BACKGROUND FOR REDUCED PLANS 0 1 2 3 nR►rlNei crAI F IS IN INrHF-q I. I I I 1 I 1 rot 43 4.3 rj S 43 1 Iq ENGINEERS & PLANNERS rAPPROVE G 30 93�' 2 9d RCE /.5&C#8 ' civil �A REGISTERED CIVIL ENGINEER NO. REGISTRATION EXPIRES RIVERSIDE COUNTY, CALIF. FOR ROAD COMMISSIONER DATE: G -2s -.90 SCALE: CONSTRUCTION AREA SI SUMMARY W.O. NO 84-W Q e O �a � O�!i�9 �kkjn 725 ( a e w d14) Q ti(m 72 �`® Ci �I o" �° ° N �N �N �N PEDLEY CALIFORNIA SAFETY FIRST o o� �I� �'�` N O * �i E` � N ,� N� I ooc�� Q Q o�oN 720 N �I ®N 0 ce O N _4) 'A %q N iq 14 7 `yam C3 N NN �Q ON UPRR CO R/W - —_—__—__—__—__— 7/ N 26'40 i2b3o UPRR CO MAIN LINE TRACK SCALE o I"=100/ L 4 0 LOS ANGELES - TO LIMONITE STREET U,3 361q14 0,6 10ROIL-1Z E g UPRR CO R/W 3(fAZ E / 200 , is of 56TH STREET i -V, P, 01 al �, I� REMOVE 2 EA. NO 9 FLASHER WITH GATE INCL INST.HOUSE ' REMOVE 40 T.F. OF CONCRETE X-ING MATERIALS �'\ C1� moo, 7'� i Cj SURFACE 300 T.F. OF M.L. RK WITH 4° BALLAST (38 C.Y.) INCL 25% TIE RENEWAL (46 EA.) \, O Ti CURVE DATA A B C D = 1.30' D = 1n30' D = 3n20' A = 3.39' 44" A = 4.50' 1 1" A = 16n05' 38" LS = 150' LS = 150' LS = 370' LS = 129.73 CDCD LLJ 2 �y 5 V% �- \,+ O'�N s"N (-D ` J ICD N \ \ lCo INSTALL & REMOVE SHOO -FLY EMBANKMENT `D1# (,5Y CONT-RAICTOR) +1 y� \\o' lcD NIcD \� CONSTRUCT 2071 T.F. 1 OF SHOO -FLY TRACK ( USING 133# S.H. RAIL ) _ h CppnM• _ Y c' pCE PROM 40",6 � i .s- 1 \ . _ � tfNOERGROUND S1GNPt. �: LEPRZP A010• Ln NCIA cq co Lp o, \ INSTALL 200 T.F. OF DBLE INSIDE GUARD RAIL REMOVE & INSTALL 198 T.F. OF M. L. TRK FOR BRIDGE CONSTRUCTION INCL 100% TIE RENEWAL (1 22) & 88 C. Y. BALLAST RETIRE & REMOVE 88 T.F. OF PRE -FAB X-ING RELOCATE NO. 9 SIGNAL WITH GATE WEST TO DETOUR ROAD ( 2 EA, ) ' DETOUR ROAD SURFACE 600 T.F. OF M. L, TRK WITH 4" TRK RAISE( 76 C. Y. BALLAST) INCL 50% TIE RENEWAL ( 185 EACH) INSTALL & REMOVE 24 X -TIES 10' LONG ,- ,- TEMP. SIG HOUSE INSTALL & REMOVE 60 T. F. OF CONCRETE X- ING( 2 LOCATIONS, EG. SHOOFLY AND EXISTING M. L. UNION PACIFIC RAILROAD CO N BEGIN UNDERGROUND SIGNAL I NSTALL & REMOVE RELOCATED 2 EA. NO 9 S I GNAL W I TH GATE & ( I) NEW GCP ND2 B I- D I RECT I ONAL _ - — - a COMM. LINES OFFICE OF REGIONAL ENGINEER -LOS ANGELES, CA. _ (ONE EAST OF THE SHOOFLY, THE OTHER WEST OF -05 PN�E`�ES THE EXISTING M.L,) REMOVE & INSTALL 1 17 T. F. OF M. L. TRK INCL 100% TIE RENEWAL ( 72 EA.) & 66 C. Y. BALLAST CALIFORNIA DIVISION INSTALL & REMOVE ASPHALT DETOUR ROAD - BY OTHERS( SEE NOTE BELOW ) LOS ANGELES CA. Y T.e�1�� REARRANGE EXIST SIGNAL & COMM. LINES INCL SIGNAL HOUSE (TWICE)�iyo®ic PEDLEY CALIF. INSTALL & REMOVE ONE (ll NO. 10 L.H.T.O. FOR CONSTRUCTION PUP,POS= PROP SHO - C�as� k'a+1 ' PIG, 12"501105f 2: / I,at JU�19rE3� i�c�'i Cellos 2 A,,5, ) /Q' Frain S*ian 26324.50± Ao S4{ lon 2655f6O SU99�R OZ T I RICAZ Sf C rI o Al FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I i I 2 ' 3 I 0 FLY TFA LIMONITE GRADE NOTE o EXACT LOCA T ION OF ASPHALT DETOUR SEPARATION AT M.L. ROAD TO VERTIFIED IN THE FIELD NOTE UNLESS OTHERWISE NOTED, ALL REVISION DATE DESCRIPTION WORK WILL BE DONE BY THE UPRR CO. I 11-23-88 REVISE SHOOFLY ALIGNMENT a CHANGE NOTES SCALER AS SHAWN IIAIF 12-15—R7