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957l_sppI Ru .� �► . 1A 1144'4 C�L*41eR 0 Her 0 CN a: Z W � r . (D O t �Q H C Nom• 4"> E ® C 11 LLJ o 9 moo$ lc �a vti `�- ' t of ( Nr(1t 01n(nt (Nor. 00 . r c (N o U(nt N �,r, 11 •S,0 . a C'4 GJ 6 eL O / C� 1-I M4 PATTERS 725 TOWN SUITE 3 ASS OCIATES , O RANGE, �l �. I1lfitw� �'��lIIlI:. D £ $ I a N 9 0 0 Palm Avenue Pasaden South California i t k t WXIT �. *_ � 5 F l ower 4th Floo An geles , Los 900 213.33 0.7200 1 1 B irch Suite 100 New port Beo Cc 94 s- r s i. SUBMITTED BY: i -- 3547 MARKET STREET RIVERSIDE, CA 92501 0 51 683 1283. FAX 951683 4352 E -MAIL: IDAVID3QNCm1 DI AINC.COv1 - - - -- REGISTRATION NO. 2 651 To m I to 1 #1 a I ! DRAWING N0. 1i SHEET N0. 9 OF 2599 'RSTmLl sCALE NONE DATE: 10 -30 -2012 RICHARD QUIRK. A.I.A. ! 01# N o . 0 t ` Y- , 1 `! * M STV PROJECT MANAGER ! j M y C Uj m !' • 1 • Y f • r • a ! w ! ! . mm 10 -1 - 121 REV. DA T E w )NIV _IUN WNr: DESIGNED BY ms, drew ng pec, hcohons, � 'r or "gomiat „q fu=. n shed ® with shollremoin the property m Riverside County DRAWN BY sporiatnn Commission nr.d be held Confident�cm nr.d g e J. y j p°y y pg° 7 MARS NEZ not be used for ony auroose -- - -- - :-ovided fur in ogreerren'ts w - ;h CHECKED BY 3iverside County Tronsportution g_1 H mission. El APPROVED E"'� -. ._._.._....__.._._— ...---___- RENI r. RRA CAUL DRAFTING R. �°}/ _ NDA.RDS U:DE INES AND t1 1°t ti TO r" GR A E T EXTFNT DATE av -- - - ERAS IFAV FOR `NUNS RING 1 (\_,9 6,_t °5 / SUB •I APP nEAICN , D PAN PREPARATI 1 Li E O E G APPROVED - BY SCRRA. APPROVED - BY RCTC STV Incorporated �'dGINGERS.`kRClil'EC' <! °.. ANNERS /G0NSTRlJCT10N MANAGERS 00 ANAhEM PLACE, SUITE 210 RANCHG CUCAMONGA. CA 91730 8540 m 1 ! •' i TO HEMET 'i'1 i r , •'i i ri f 13 s it v • s � • • r ` 1 I K 5 1C' 10 vir 11 12 "Mid I'MMINAMSIM i Ii � i' •' r': r" Ii'r i IT ► i i Uq; E: JULY 5, 2012 2 R i � RlD 1 t i•1 Ir VERTICAL DA TUM THE PVC PROJECT CONTROL IS BASED UPON PUBLISHED ELLIPSOIDAL HEIGHTS R EFE R ENCE D i NAD 2 007 . 00 NGS CORS i r. i i THE GEO MOD XI In # i• i n0 -1 — 12100% FINAL D ESIGN REV. i DATE a iR. APP. INF O RMATION CO NE CENT A:: .[plans drexinggs speciEca Cans. C or farmulw.i 'u r,shed ierew h s c.r nom the property i' the Rivervde Court} rons tat n ommission and hall �. be he d ..oc5 l: dll and hallnoi be used for cnV ouroBSe ST DESIGNED BY J ® DR 1C' 10 vir 11 12 "Mid I'MMINAMSIM i Ii � i' •' r': r" Ii'r i IT ► i i Uq; E: JULY 5, 2012 2 R i � RlD 1 t i•1 Ir VERTICAL DA TUM THE PVC PROJECT CONTROL IS BASED UPON PUBLISHED ELLIPSOIDAL HEIGHTS R EFE R ENCE D i NAD 2 007 . 00 NGS CORS i r. i i THE GEO MOD XI In # i• i n0 -1 — 12100% FINAL D ESIGN REV. i DATE a iR. APP. INF O RMATION CO NE CENT A:: .[plans drexinggs speciEca Cans. C or farmulw.i 'u r,shed ierew h s c.r nom the property i' the Rivervde Court} rons tat n ommission and hall �. be he d ..oc5 l: dll and hallnoi be used for cnV ouroBSe ST DESIGNED BY J ® DR <AWN BY -� — . T CHECKED BY M . CSICK APPROVED By P . LEONG DALE 10 -18 -12 APPROVED - BY SCRRA V Incorporated NGINFERSi ARCHITECTS /P.ANNE'RST;ONI RUC'Q� MANAGERS 9 Al PLACE, SUITE 2 RANCHO CUCAMONGA. CA. 91730-8 ' r i i,` ► . m I` i M N 15 IN 13 E u m ■ ♦ P 16 IN • .. i ei . . , ._i r t •# � • i i � r i• APPROVED - BY RCTC RAIL SURVEYORS & ENGINEERS, INc. 1075 Old County Road Belmont, CA 94002 I i' ' im RCTC" PERRIS VALLEY LINE PROJECT WIDE SURVEY CONTROL KEY PLAN SHEET 1 OF 1 9 ®7 T NC. S V -00 REVISION SHEET N0. 22 OF 2599 SCALE NITS w i MIA t C I r a _ PVC170 PVC169 r d OH RD CL N IJNMAIUN CONK DE J I IAL: 5 ( um 43 m t M L t i ` F — '— - - -- r.L _ -- __...... .__....... DRAWN BY 7ty[5 g°yC C M . 81J1i TtG ,3 - - - -- - - - -- - - - -" y ~ Q. p L o � ya a not Provided Car m ogreements with he R yers de Coady Tronsportobon Commissio i, UJ o _ tz APPROVED BY >a , MS 4271 IP 120032 Z - u')V) W �. CRITFR.A Will B FOL OWED To TPE GREATEST FXTeNT Lowa o LO O Q By PRA {;TICABLE OR ENCINE ?ZING (� p 1 0 -18 -1 N > W GESIGN AND PLAN PREPARATION I r a _ PVC170 PVC169 r d OH RD CL N IJNMAIUN CONK DE J I IAL: 5 ( um 43 m t M L t i J E Q — '— - - -- r.L _ -- __...... .__....... DRAWN BY 7ty[5 g°yC C M . 81J1i TtG ,3 - - - -- - - - -- - - - -" y ~ Q. �— L o � ya a not Provided Car m ogreements with he R yers de Coady Tronsportobon Commissio �W UJ o _ tz APPROVED BY >a , MS 4271 IP 120032 Z - u')V) W �. CRITFR.A Will B FOL OWED To TPE GREATEST FXTeNT Lowa o LO O Q By PRA {;TICABLE OR ENCINE ?ZING (� p 1 0 -18 -1 N > W GESIGN AND PLAN PREPARATION t // f` x Nom N ,-°+ 04 —J ------- ._ o �, ® > > 11a�g 11 A" a Zw L 10- 18- 12100% F INAL DES I G R EV. DATE TO >♦ 1: RR WEST SEE D R AWING f i T i 1 TH S-V-112 (12 O F FOR POINT 10 COORDINATES DESCRIPTIONS MD SCALE FACT ORS FOR EACH CO NTROL 13 PVC164 PVC600 .l . 3 PVC172 ❑ PVC173 N IJNMAIUN CONK DE J I IAL: DESIGNED BY um Al plars 1, cungg saeci catons. and o I ormull l fD r,sfed J - -- I — '— - - -- her w "t'1 shcli,epnoin the property of the Riverside County "rhnsporta +:en C rnnnicsion and sha:Ge he cocfidental:ord �halnat be used for a oDroase _ -- __...... .__....... DRAWN BY 7ty[5 g°yC C M . 81J1i TtG ,3 - - - -- - - - -- - - - -" �— not Provided Car m ogreements with he R yers de Coady Tronsportobon Commissio CHECKED BY CL IS (* M. CUS I LK -- UJ APPROVED BY CURRENT c RRA CADL DRAFTING STANDARDS GU'DEI_INE AND a � � pg }°+ P• L F7 - I _ CRITFR.A Will B FOL OWED To TPE GREATEST FXTeNT - - - -- - - - - -- DATE By PRA {;TICABLE OR ENCINE ?ZING (� p 1 0 -18 -1 SUB: AP?. GESIGN AND PLAN PREPARATION 13 PVC164 PVC600 .l . 3 PVC172 ❑ PVC173 1 m � P tt PVC10/- �° a e , um I t A ■ x UJ Uj r ■ t // f` x ,-°+ o �, A" 1 m � P tt PVC10/- �° a PVCO24 PVC601 I � r ® RIVERSIDE TRANSPOR COMMISS APPROVED - BY SCRRA A P PROVED - BY RCTC Y Incor AIL SURVEYORS & ENGINEERS, ANC. ENGINFERS /ARCHITFCI SIP! ANNERS /CGNSTRLC "ON MANAGERS 9 ANAHEIM PLACE, SUITI E 2 1 1075 Old County Road RANCHO} CUCAMONGA, CA 9T`30-8740 to Belmont, CA 94002 �l ■ u um I t A ■ U UJ Uj r ■ r , PVCO24 PVC601 I � r ® RIVERSIDE TRANSPOR COMMISS APPROVED - BY SCRRA A P PROVED - BY RCTC Y Incor AIL SURVEYORS & ENGINEERS, ANC. ENGINFERS /ARCHITFCI SIP! ANNERS /CGNSTRLC "ON MANAGERS 9 ANAHEIM PLACE, SUITI E 2 1 1075 Old County Road RANCHO} CUCAMONGA, CA 9T`30-8740 to Belmont, CA 94002 �a � TO PERI, CA RITZ EAST °, e ,�� fit, •�u,,x�'.� ^ ,,, . ^> i } = i _ iii - Yr ■ Pvc6 ^ _..wPVCt 22 t ;■ l � l a i i 1T _ 3, r 1 4,. I ^� s Yi > e� o�� y � ■ 30 0 1 0 00 6 30 0 CONTRACT NO. 13 -33- 049 -00 DRAWING NO. sT_AISEGMEtir J_SC_PLLI /SEQUENCE S -104 REVISION SHEET NO. q� 2 OF 2599 SCALL qS7 ®L 1"= 300,_0„ �l ■ u um I t A ■ U UJ Uj r ■ TO PERI, CA RITZ EAST °, e ,�� fit, •�u,,x�'.� ^ ,,, . ^> i } = i _ iii - Yr ■ Pvc6 ^ _..wPVCt 22 t ;■ l � l a i i 1T _ 3, r 1 4,. I ^� s Yi > e� o�� y � ■ 30 0 1 0 00 6 30 0 CONTRACT NO. 13 -33- 049 -00 DRAWING NO. sT_AISEGMEtir J_SC_PLLI /SEQUENCE S -104 REVISION SHEET NO. q� 2 OF 2599 SCALL qS7 ®L 1"= 300,_0„ ■ . JJ J JJ i JJ JJ 1 • . J J J . Y r s J: Point Northings Eastings Elevation Description Scale Factor TO CHECKED BY E+ M. Scribed " ' on con sidewalk, SE quadrant of Center txing: i0.28`from tie of Sidewalk, 999 P V C010 0 G,si 1' : 4 CS :sA 89 .�� 6233292, . �� -. ,�J J t�' 9�.}��8°'t - 'v +'' .1. .1 _ 29.5E east Of the eastern most track CL .ter., � . :sue Mag lid& ire' , SW quadrant ofthe Citr€�s; grade nnq, .2 #'nlyofthe south edge of g1� PVC 012 � ��t��g.�� E�'�f 1d_`l� g.�. } -1 � curbline of Spruce, 1g e'ly of a Qng signal,. 21.4' el7of MT-3 g_0,9 5 v3. 5 � _ F . , t Citrus, 24.4' CL. _ # F v t � P E'. 230 4230 ��8 ��. �?�? C3 rJ 9 .C7 8 7 con curb, NE quadrant Of lalm ita Ave: and R tracks, 27 -Tel of BNSF scribed X set atop g � � ,99 v_7' �"r}C01,� 2,�1G�972 623 901.:_08 the end of the sidewalk 10.99998171 track C 1 1 T �, -- tl8fa40 1 (3228781.7 8 t1 -7 Scribed 3 ;' on corn sidewalk, SE quadrant of Marlborough Ave and RR tracks. 0,3' n'lyof back:. PVC010 23108279 43 6232981.16 96956 Rebar and punch in round. 3:4' south of the trap of curb of Iowa St, ,38 South of the end of the R g 0.Oq;t 790�j. I�'C121 2312015- .�1�31t3.� 926B0 of sidewalk., 21.4 e lV of Bf1 F track CL Scribed X Orr cone sidewalk, S uadrant Safi Spruce St and FAR tracks, 6.75' rce t°a of grade q p 9 PVC0116 2300010.08 623355&02 1024.75 PK N ail in AC. south edg of Palm rta, 1f� 3' north of a power pole, 4 0' east of the end of an 0 0.99997572 231 C�97, °.94 6230451,06 91 1!,04 ng signal, 24 3 w'ly of BN SF track CL bla, N S in l�kWcornerofAC itch on north side of Spruce `St opposite dw° to StGeor :e's p p pP � � : l�'�fCi017' 238001:91 2;��v }��.� 1013,01 Rebar and ca in round. +r -2'0' n` y of a d rainage bridge, at sly edge of 1 -21 } f yGwr.. 21.5' se'l� p g _ 9 v - ,. Q.g�gO?t= �`��f. 2 Church (No 950 Spruce`, 2' s'ly of north edge of AC 2'' elyofwestedrge of AC Mag N &S in AC at C L of Elaine t. + / -5&0' e'lyof the extended C L o Flanders Ind. +: -65' w'ly of � a 0.999892 37 �'�fC018 23tf2988 �,9 +��- 'kdu�1 .x� 31g,g6 P 0.9999=070 the extended CL of Campus View 0r et p � � - 8 Mag f'� ,S in AC atop median in r�li��'ruadrantofWatkins rand Blaine St.3_75'n1 ofsouthr 0 p � � 0 -99998 3 1 3 d��C019 20.E035� ��,��_ 1109':307 0999971O�1 . 0 edge of curb. 3.75' w'lvof eastedge Of cUrb '�C127 E Mount 'Vernon and . tracks. 45,4' -s'l.y Of Scribed ' ' set ato conc curb'. E quadrant of M Vernon Ave a � � �19999�11 �} �'1� €020 23 0 1 72 0, 40 6 23 9 2 1 5593 1 1t3,5Jv�s 8 8 P '" 0 9996606 . NSF track CL 4.8' n'1yofbreak between conc and ABC curb Ma N in r C. at east end of the residual AC of Linden t. within ct of h rversrcle Park. .5' g _ PVCO21 230157529 62 ,_ 9668,14 1 198,79 Third St, 5' from "Bell Southsy stems' MH ; 37' e'l'7 of MT -3 CL 0.999963522 - , 2- � x�� '1VOfth� east edge of A� 0.99098 149 yP'V 2 C129 , 23 r �..::. 23 ��4104. 8 31. 9 U Ma r'd in AC at CL ox8 rings Blvd, NSF track '� p � ° F'�rCtk22 228021 10.20 0245100.44 154079 .� - 0 F'� 1,� 0 2�, , 195�2 22.,.102 4 0... power 88004 C L '�� .�7 .8 Mag 1 S in AC, southi.. side of mi=xer Crest Dr, 1. 65'n ly of south edge of AC ; +e / -5T e'I y of q }�v' , � L_k $- `d s.4 i� 22 t.,Y' - a `� ,J� 53 �Lf L`� � ��2� 3 8 �} 93 � quadrant of D Stand 8th St 3.9` north of south curb 0.3' east of east curb Mag f�� in , � 0 �aaC1;:2 . ,*7 Fi_,cherRd CL 0.99'920 PVC 24 22083 50.08 6244760.18 1 525.42 x K nail in AC, center of cul -de -sac at north tern of `diver Crest Dr 0,9 9 994 263 8 .73 P N &S in AC., C L Of Messenia Ln, between drain inlets on either side of Messenia, +1 -0100' _ t ,t., 02�1 ��449225449910 63256460,45 1510,19 r r e St 117' we st of ld P tracks 2.2' north �rtbed rri ..enter median of a #ri�rita at P�':ortl� gat - t 0.99 013 -.� 23189902.0 �62 902.9 s l f` of the CL of Co mmerce Center fir o S t r ac ks , 9' � =�a�est Of track Scribed � On Ooric sidewalk, ��guadrant �f man Jacinto and l� rac ks - F'�7CiO30 22312(17 fJ8 0204134 03 145323 - „ ; ' ' sf s l tracks,, 140' south of a building Rebar and red ca �,tairi ed'�E Contrcil ; _4 wa_ .of g� a g p, p 0.99992004 ' �' 23193 #9.89 02:340463.29 904.2Ci �,. �, L, 2.3 53 rlorth of the back of side °walk 11 :S in AC north side Of 6th St 2 O' south of north edge of pavement, 47' west of the Mag g p l��'C0'39 222890+3 00 020:3942 43 14:57 {�� Spindle type control pin 35' west of UP R R track CL 160 53' west of a signal gate and 9.0` norkhi 0_99991932' uC1,`3.�E 2309614,90 i ;' 62339 51,36 �92_�5 B NSF mainline track CL r Mag N& rn AG south side of 7th t between tracks, 1,65'riorth Of soi_rth edge of pavement, 0-99991 FC040 2228572.0.3 62 14 0.�0 r ;ebar and red ca p s stamped "Rail Surveyrors Control Form'° set in ground ±t S8' w'ly of track PVC 136 2 .13 6235835,19 1101. 1 T 5` west Of the 311 1= SJ L track CL 0.909704 PVC 04 -3 2220 55:3,6 0 626 6399 'OBE 142232 Mag N S in AC, 2.7. west of the east edge of pavement of C Street, 47 northeast of track CL 0-99992060 Mag t'J in AC NE guadrantof Ellis Ave and R tracks. 23.25' s Ty south edge of paVernent. l.0_ F'4$ C044 2220899.54 020072,, 7 23 1.417,,;3 _ x,�2f. .29 31.T n t lsy of track r_, 0- 9999 ° r £237197.20 113432 ebar and cap„ 80' north of Calalco Expy overcrossing. 21:4'westoftrack CL, 15' south of the Re � � i2 7 0 � FMC 098 22:_,212418 62.57387.81 1.x02 Re bar an cd d re cap set in ground, 6975 s l of track CL, 300.8` ri ly of curb on north side of . 9... 1 , ,- 0.07 F3�C139 230173918 237r0�,8.24 114509 end of cone sloped wall R ebar and cap, 7 0' south Ol Cajalco Ex overcrossing 38.4° west of tra CL. 35 north of the 0.9 �'1�`C099 22�,189r o0 25�74�1.�,4 150274 end of a sloped wall - � R ebar and cap, atthe edge of dirt read 80'nOrthr of Placentia Or rcrosslrlg, 184'east of (gyp .'�,3>3L 9 9 2 L d •. 1 0 1r'C Cd r� Sd ¢ 22 44 �. 0 4 �X. 02 0 Lk�z i1 3 5 f. 8 � q 1�z 1 .`'i' where the ;south edge of a dww7 meets the curler on the west side of Meridian Prkw . � ,��. �, r g track CL � T 0, 99 1 P C1 01 2244444B31 0260120 28 1490( 80 Debar and cap in d irt road, 100' south of Placentia overcros sing. 12.5' east of track CL 0- 99-992424 PIVC102 2233469,67 62625:31.038 1471.05 Rebar and cap in ground between track and frontage road, 9tl' nrth of Nuevo Rd 0 99x9922,37 o = ,iercrnLssing, 23.7' west Of track CL 35 C143 227075_94 0246419.70 156 .7 2 Rebar and p unch in round 53010' north` Of northeast fence corner to Eliminator Boat and I '' p g l0 9992204 F�'C 1 105 22.390.,51.09 63261754,03 1479-92 0.999916'07 PVC 144 2211270.02 6246789,97 1 �.�2,89 _ 14, 7' east of a fence, 34.8' west of trac C . 2 Rebar and punch in edge of dirt road', in line' with the CL of Frontage fed at Nuewi intersection.; 10. 9922710 �,3 F 3.. 100 .� 223 80�4.4� 19-262174,81 1T4.81 147432 2 of a fire hydrant, and opposite lamp pole ID 4575798E 15' north of a drain inlet, on the east 0.99993500' 22 0' ~Past of track CL F'VC107 2 0 2�22 t� 6= }27154168.91 .71 1415,74 Rebar and punch in dirt 22.8' Nest of track CL. 500' south of fAurrieta Rd 0.99991951 0.99991951 0.99991951 1 P VC', 10 8 222105.3.1 6272214. 57 1414.65 Rebar and pUn:cd - i in dart 28.2 'west of track CL, at l'111A 21 0.9 PVC109 2221487.82 002731 35 54- 1414.1 j Rebar and punch in {girt, >5.2' west of track CL, at a whistle: post 10.99991915 Rebar and c€nch.� ©_�� eastO.ftracl�CL ,.E _f nwl�oftbeweste0_,- of the 1 _� 21 -� southbound p - � O. � �x99t123 PVC 110 2219738 275597.54 1417,02 0 99991842 overcr .! . F SC .�148 - 26 e° t` -. 2�__t�176�.40 " 53 �,2,�.1209.33 -. r 8 - 15 TO Rebar and punch, 132 east of track CL, 75' along the tracks northw`ly of the west edge of the 1- 099991817 PVC 1 111 22119386 32 62- 76048,18 141962 215 southbound overcrossini o Rebar and punch in dirt 15.1° east of track CL 200` south of the lumber yard gate across from , r 0. �.�917 15 a F'LC1 221' 8930,910 6 142x.1 the 1 -21 �, north onrai�p w , ,- � Rebar and punch in grrEr_rrld SE quadrant of Spruce Stand La t adena Dr. In line with -�, _ 2 3 t�.,�,�t'�� '� 1 !,-, 3 23056 79 ,, 6322�:�00;3 .�.45 � ��i 8 h andicap ramp 9' southeast of a vent user not 1Q- 18 -1210x F[NAL D REV. I GATE property w out; and --- STANDARDS GU UP INES AND CRITER3A WILL BE EC C'WED ____ .... TO THE AREA EST tXT NT (jy PRACTICAELE- tOR ENDIVE - RING SUB. �r� GESIrN AND RAN R �-ARATI DN DESIGN B r Y gry gE!D Jn �{ �g ORENO DRAWN BY M. TO CHECKED BY E+ M. g� OS 7 K ,APPROVED BY P. LE DATE Point Northings Eastin s Elevation Description Scale Factor S cribed ' 'inconcside�r�alk east side ofLaCadenaDr + /- 500's`l Spruce St, 190'n'lyof 999 PVC 1 1.. " .,4 t 2305321-28 i�22 x093.44 886, h3.. ITT . a Iightpo €e .ter., � . :sue Rebar and p unch in roared, I quadrant of S p ruce Stand the tracks, 5.4' n'iyofthe South p unch , P` , ' ��s VC, �-, 11: � 2,�i3 5� 70.0 0221�.? O�i.1 880.00 curbline of Spruce, 1g e'ly of a Qng signal,. 21.4' el7of MT-3 4_t .�9 _ F . , t p unch R ebar and in round. 2 Vii` west of the back of sidewalk on rl est Chicago, 42' south of _ # F v t � P E'. 230 4230 ��8 ��. �?�? C3 rJ 9 .C7 8 7 ,99 v_7' the end of the sidewalk Rebar and punch in round NEE q uadrant of Chicago and the tracks., 0.2` eastofthe east to of 1 1 T �, -- tl8fa40 1 (3228781.7 8 t1 -7 curb, 25' south of the end of curb and gutter Rebar and punch in round. 3:4' south of the trap of curb of Iowa St, ,38 South of the end of the R g 0.'98 I�'C121 2312015- .�1�31t3.� 926B0 curb. 19.1 northeast of a fence corner '�7C12'2 PK N ail in AC. south edg of Palm rta, 1f� 3' north of a power pole, 4 0' east of the end of an 0 0..9-%410 231 C�97, °.94 6230451,06 91 1!,04 AC curb I�C•123 2300241...97 0220784.104 885:94 Rebar and ca in round. +r -2'0' n` y of a d rainage bridge, at sly edge of 1 -21 } f yGwr.. 21.5' se'l� p g _ 9 v - ,. of MT L R ebar and punch in ground, 3.5 nl of the edge of a culvert 19' sw'ly of a fence corner +,r - 90; a 0.999892 37 I��:�C124 23 6226794.07 830;97 elyof MT-3 et p � � - 8 R ebar and punch in ground, 19.9' e'l of MT -3 CL, +r'- ' sly of culVe€t head wa11, +:x-380` n't of 0 -99998 3 1 3 Vi� 12 2 0 2 i 067 5,i. �d k d �f Ya � C}raL"��XLF . t: f 5 . 0 WAY60 overcross €ng '�C127 E Rebar and punch in ground, 20' s'l of east f�readwall of culvert, 27,3` e` y of MT -3, +, -35' n'lyof a �19999�11 23(029833.95 62236x97.73 800.77 row of palm trees Rebar and punch in ground, E quadrant of Third St and tracks, 5' sly of curb on south side of _ 0.124 8 2303278.2.5 13223888.55 881,85 Third St, 5' from "Bell Southsy stems' MH ; 37' e'l'7 of MT -3 CL - , 2- � 'ebarand prunchin ground, ,293'Wl of MT -`1 CL, 13� ofcorneroffence surrounding an 0.99098 149 yP'V 2 C129 , 23 r �..::. 23 ��4104. 8 31. 9 U instrument house and antenna IC, r 231 � 4 Mag marl in NE quadrant of (Mission Inn Ave and tracks 22.o ely =cif l= T-3 CL 7.1` sly of a 0,,�gt�98 fu F'� 1,� 0 2�, , 195�2 22.,.102 4 0... power 88004 .�7 .8 pole.. ._ P% 2 1 ��_82` 222 2 1 6 0 _- 3 � 5, 0. 2045,1._1 144,_ 04 � quadrant of D Stand 8th St 3.9` north of south curb 0.3' east of east curb Mag f�� in , � 0-999919 �aaC1;:2 ' i p t ' adr nt of D Stand 4th St. ? 1' from the face of curia, and 15.:3' southi of a Scribed 'X R. n .�r gu a 0.99'920 22.2977 0204278.00 14�ELt i�4 .73 fire hryrd ra nt r r e St 117' we st of ld P tracks 2.2' north �rtbed rri ..enter median of a #ri�rita at P�':ortl� gat - t 0.99 013 -.� 23189902.0 �62 902.9 of south curb Brie of median "�33�C1;34 - „ ; ' ' sf s l tracks,, 140' south of a building Rebar and red ca �,tairi ed'�E Contrcil ; _4 wa_ .of g� a g p, p 0,99 �' 23193 #9.89 02:340463.29 904.2Ci corner Spindle type control pin 35' west of UP R R track CL 160 53' west of a signal gate and 9.0` norkhi 0- 99x97996 uC1,`3.�E 2309614,90 i ;' 62339 51,36 �92_�5 of south curb of the median r ;ebar and red ca p s stamped "Rail Surveyrors Control Form'° set in ground ±t S8' w'ly of track PVC 136 2 .13 6235835,19 1101. CL, +I-rE2 n ly;ofthe third southern- €ric€stla.rrip pole from Blaine fit 6 3 elf rrfthe east curb on 0.909704 Watkins Lir Ftebar and red cap set in ground, 16.6' elvof curb On east side of Watkins Dr:, opposite 0.99 996940 PVC 137 2330221 1.39 0230389.234 1116,77 entrance to Bldg No. 3.101 (UCR Corporation Yard), 47 4`w'l of track CL Rebar and red ca sett in round, 41;.. 2's'lyof track CL, 22.7'n`lyofcurb on north side of p 9 0- 9999 �' +7013° 2301863 £237197.20 113432 � � � �� ,��. Vatkins Dr; .30 wl7of lamp pole with No Parking Entire Block sign . Re bar an cd d re cap set in ground, 6975 s l of track CL, 300.8` ri ly of curb on north side of . 9... 1 , ,- 0.07 F3�C139 230173918 237r0�,8.24 114509 Watkins Ear. 47' Ty of light p -ole In the NE qua drant Of Valencia Hit! Dr and Watkins Dr Scribed X on top of curb, 72''south o Edison MH ID No, 5598925, 0.5' northeast of Veri� rri, ��: 0 99993669 F"VC140 2278158.99 6245;x24,03 15 }44.700 fell`-( On west side Of Meridian rkw - � " Scribed X' on top Of curb 7.00' east of a fire hydrant, 4 9' Vest of a eater valve 199' south of z . 5 0-9999,3591 91 F'V6� 141 2277a96-77 0245890,:3 1 155324 where the ;south edge of a dww7 meets the curler on the west side of Meridian Prkw �, r debar with red cap 123 west of a fence comer with a gate, 733' south of drain inlet with a 36" � T 0, 99 1 PVC 14,E 2277800.30 6246207.97 1 _ }48 94 vertical Caf>r1F with grate Scribed < ' on top of curb north of most my entrance to Bldg No 14350 ;32.9' north of a fire 35 C143 227075_94 0246419.70 156 .7 2 hydrant opposite light pole ID 4635634E, east Side of Meridian F'rk __ 4 , 'north of northwest corner of the parking lotfor B No, 435ti 8-5` Debar and red cap, 88 p g g 3 0.999916'07 PVC 144 2211270.02 6246789,97 1 �.�2,89 northwestof a recycled water ;halve, 4' west of the top of bank .scribed , Eon trap of curb, 72 4' south of south edge Of south entrance to Bldg No 14350, 5_3' FVC145 2270242.71 0240842.40 15810.83 of a fire hydrant, and opposite lamp pole ID 4575798E 15' north of a drain inlet, on the east 0.99993500' edge of Meridian Pkv, � Behar and red cap, 101' north of a building corner, 54' NE of the end of a fenceline clear a gate r 999 520 C, 14 .� 6 F > ,6 2.2.7 4945.�3 G-247394.24 55 2 1._�91 -9- on the east edge of an AC road Rebar and yellow cap stamped '°FHA TRAM' ° ° 3' list'Wof a watermeter, 0 =,3' south of a fence � O. � �x99t123 PVC 147 22.77801:80 4240391 41 1 .�49.70.k corner at gate on top of bank .! . F SC .�148 - 26 e° t` -. 2�__t�176�.40 " 53 �,2,�.1209.33 -. r 8 - 15 TO 3 ' r ' c... x _ e] ...:. 2' g 5t a . Fes. lebararldcap',,�8t} northlafx.�ul��ert'118.�4.2 eas of trackC�. -_.8 ��us tOfafence 0.99,3090 .APPROVED -- BY SCRRA. S TV Incorporated ENGINEERS /ARCHITECTS /PEANNERS /CONSTRUCTION MANAGERS 9130 ANAHEIM PLACE, SUITE 210 RANCHO CUCAMONGA, CA 91736 -8540 APPROVED - BY RCTC R A I L � SURVEYEIR ry S & I YLlI1VEERSp €iY P.ie 1075 Old County Road Belmont, CA 94002 s x t w r s ■ a , rr a a rf � ■ MS 4271 P ID Northings Estings Bevation Description Scale Factor R';tC1493 _ 22049201 025293075 1527.75 .bar and cap-, � } # ! - -1 1 _ ,„ � �[ trac 7 5 'south � of � fence, � south c f culvert 11.,x. 10 9 Southwest of a fence corner PVC 193 2202903757 33253641 95 1530-30 Rebar and cap,. 21 :3' east of track CL, east of a porntoffrog art the tiro pest tracks, 2010' soauth 0 - 9999 2, 02 6 VC:150 22004012 45 > 2 .45 fa25241 ` 1 y,,'34 -,� � 4 E"Kit 0f_999931 PVC 19 4 2252891.49 62571079.58 1507,65 of MIA 11 01.. 99992696 PVC151 221058, 2 -4._, 30252491,01E 1.531 70 Rebar and cap, 4.5' west of the west edge of a road, 74' south of a fence corner 5,x west of , 99993 i 53 track r�;L PVC 195 225013273 0258000.28 1 5030,68 Rebar and red cap set in ground, 4.3' from most sly edge of most sly entrance to UCR Child 0- 993992012 P VC 1 5 L 2 30 2 3 8 7,0 5 _ r �+ y . ' { y am ( �(y 4.d2 s5c7 09,4 � � 1 107.7 t- yp}� . n 1. � fe.rice corner, 4.8 .��.�1 of ba of sidewalk orJ'.. 4Fside of v Y Develop Center r c F- . l t 0,99997000 PVC 196 P VC n 2249698.33 .. 0 150233 tkins Dr 9.99992561 �,� � PVC i 2 -i S -�i7 �'� >ar r, r� �J�s'_�� t;��e _ �,�. �.Y��l 2 ti R i p - bar pole cap, so_h .afitl'r f t branch e third power ,ale i��es. of San. Jacinto p, � branch Iine, p p 0 . 9 9998 370 PVC 198 22473'49.50 625E91039,51', 1 502.08 _ 51013' south of Villa St 0,9%-92489 PV C _ 5'... 31.54 3 3 5 :. 2 �1 285.58 6232233 9 '' - t - �43r .01 r s: r s ':' . y adj r n '. € ' , ¢ z l Reber and red.. cap .3'i east of @ °;� � � �1T _ �.�, to a w post. 1,50 south. of t11Pbf 7 3 . s 01.99�99.57,� PVC � RE.1C15� �, � 21,_323107 6233126,39 � 900.0,, Re bar e c t t ' i t, r M ; 3 Gino - � 5', - , - andr�dca , 800 ��a_i_h of �i1la_ 9_� north ofItrras_�1_�, e �a t 1� r- p st _f _rack _l_, on t fth 2p of - - 03.99991327 P C'.200 2245328 94 0259821 19 1490,94 slope 0 N 99 924650 PVC 150 2313055 623311417 960 12 Re bar and red ca 5' �estorac a t t of 150' � ft track t p 9 north 150'northof 9.r P'V( 7-',282 2242780.739 6260 47 00 1491.46 RIVCO50 opposite last house on the east side .399`982% PVC157 23,01839,46 623995 3.93 1204,09 Rebar and cap set in ground, sly of track carp to p of end of berm, +t -450' ��`I°�' of C=ulvert 3. ' ° 0.99996511 PVC158 2301615A 3 6240 122908 Rebar and ca set in round, ato bank eastoftrack�., +f - '375 e'lyofCulvert3_43 #` P 3 g c� �80 0 9 .? PVC 160 2298416,43 6240498.36 1289,62 Rail spike with punch on bank, 310' northeast of a fence corner. 34' , >��estof tracks CL p 0.99995'919 PVC<161 _ 2298850,87 6240 939,57 1294.76 Rebar and cap on bank 32` east of track CL, east of Swain Ct Cul-de-sac 0 9999591 8 iMlC162 2297182-18 6239960_ 56 1.319,5 Rebar and cap, east of a school field, 27' east of track can top a bank p- p 999517103 PVC 163 2293011 x0,80 0230939.88 1336,88 Rebar and cap on top of berm on east side of track, 1450' north of Gernert Rd 0.9999 +5579 PVC20 -9 223 3490,99 6263972 44 1463-31 Rebar and cap 37 5 p est of track C=. atwest edge of side road at mid- curv=e.. 1100' north of 0r- 9999212 $ 1�C104 22954771.49 6239782,56 1 °3;x.77 Rebar and cap. 27.2`- estoftrack CL. south of awhistle post, beneath an overhead 0.99-995558 R w'C 2 10k 2 2 08.9 5,2 623,4.419 � 87 1459.99 Gernert Rd 0 3 . 999921032 PVC 167 2294524.41 624104019.79 1374, Rebar and cap on top of berm west oftracks, 9' south of most M power pole south of Gernert 999 R d:: PVC 168 2293232.12 6241780.00 1395,56 Rebar and cap.. 32,5' a st of tracks Carr 03.99995139 PVC 16 9 2291353.1 6242788 08 1439,75 Rebar and ca p, , 550 northi of f 0 17 ' 'we s t of track C. °,.d. 99 9 - 94 831 PVC 1, 103 229072B.92 t6243246.08 145&P61 Rebar and cap, 95' north of culvert 6,030 9 9' v est of track CL 0 ,9999471 8 P VC 171 22902810.11 6243871 12 147269 Rebar and cap., 24 1 east of track CL. 95g' north of culvert 6. 18 0.9999461 '�� /C1 2 228917'3 75 024°3999 1,3 14934 200 Rebar and ca 21 0` east of track CL, east of a grade yin 703' southr of a beat of k -215 p 0 g, 03.93999445,9 PVC 2113 2224668,74 626890287 1413.19 ov rcrossing 00.9999200 5 }� .{ : '.$9 �I �+-_9 d S >: 228 y f� -� tJ�1CP�_`'t^a1 �4 1 Re bar and ca p a ir to of bank. 85' so th of a highway a i n .. c e 0 � (� C d'" � � R V fence § ter3a ctici rr, 7514..e .Bt +Ldtki of l'.° , _ 03.999934; 19 _ .�4 � 21 Y overcrossing PVC174 22878:39.07 6244821,96 96 15,28 5F7 Rebar and cap, ;51.1' east of track CL„ 220' north of cul:rert C� 7 03.99994227 �'� {C,17�Y -,r. 2282#3�-F {i� 02�tC,,38,�' 10 1027 19 Rebar and cap, 11 9 A�est of track CL. 55 J` north of a g rade An over the warehouse e s ur i p 9 0 spur v 2,30�� -£,3 .,,3 623309201 039.x,77 trac k 9.c'9977? �� 17 51 228 : . 6 .+�� :�. }4, 3+��,� 1521,33 {�} ack �tL. 1 a 1 north of an end of a _h._. nlri�rk fence. 1 SOQ noithi of Rebar and cap 5'� estf o track $ r r ,a€ P«.i J:7:.? $� �'',=?C220 2304705.18 f;2 °4'108 9_ 'C €34:3:82 _ .Alessandro overcrossing . P VC _' .' . .177 s et ; � 275085.88 ,.. 5 r, 1- t 0248,�733__F>4 5 ,,.. _ 1,,481010 - t C . :d' C :.. Reber and ca .10.1 teste_ditrack �v, 890 sauthr of south fac o f ,eve ovel coos �rri =; p. g 03 9999 351018 R',1C.178 2273705,00 33249021,34 15;rf3 45 Rebar and cap, 40,5' east of track CL, opposite the end of ari industrial s urtrack behrin p pp P 9-91-993417 'v`i1221 2303879 6234815-84 10 93 9 "Fresh and Easy" distribution warehouse 03- 9972 PVC 179 22724735 81 02502891,18 1 ,546 84 Rebar and cap, 33.9'e ast of track Cc, ,310` south of a curet 9.99998388 � P VC 18 0 i 2274,29 -73 6249126,.7 mot. 5E279 5 0 Rebar and cap 16 T west of track CIL, 750x' south of switch for industrial spur track behind �� 0,99 _. ,P r 2 fg "Fresh and Easy' distribution warehouse P V C P17C181 n 5B ?271437 6250 1547.86 Rebar and rap;. 17 9 estoftrack C;L, at MM 10 0. 99_993334 PV`C 18 2 2270466,57 5250992.7 1 �.�.�. Rebar and ��}} ,q# �- .4 : � `' `g t '� , d cap - 2,x we st k L1 Ra�VrffrlC �: . �`:.. < , p, �. 30.5 ' ea st 39.999933101 �. � ,� 877.08 Reba rand cap. 2.5.7 east of 3 � -2 a - #'. L >__ rest 5f l �1u Rv %� feicce X20 rierth of a oiiitrrf p '_ �'��C18,5 2209387...1 02�x1�E307.22 1541.29 a 03.9999827 switch, 1210 north of Van Buren Blvd R'xx�C18 �Y 2281921.24 6253989_73 15428 84 Re bar acrd ca 21 9' east aftr -ack Ck_. 8.,3' �,r�ae ;t of the 1 -21 F RCt}��'a'fence, o a vv p< pp site prog�er pole' 03 99992989 No- 233977 6 E PIrC;186 22013082.41 6254283 46 1522,77 Rebar and cap, east of track CL. 3030' :south of G5�1M 12 p, . 9 03.993029 8 1 R' C187 22602 58,81 - 50 0 02_454,__0 5 9 151�.W7 4 i -p 1 CF 5 a sw d r ail R e �ap 1_. 1 i east o3 track��,,84F noirtliofa,��itcl- ior�tdvrark c r 0}.x,099292 PVC 188 2258188.45 0255281.45 159,6.87 k� �i . f r t Re cap. 1 3 ear. �f track .�.L a.ttie Werth erid ofa RR grade A ng neargiarriery 03 99281 PIJC189 2257187,48 62 5.5654.70 1517,33 Re bar ann:d cap 22.6 east of track CL, 7.8 west of l -215 RU ~rfence, opposite a point of frog an & 999 ' 92835 � 9 VC 3 2 2. 10512 _„ 2 130147.90 , the industrial spur track o 9.3 X9384 Re bar and cap r„ 20 8 eastoftrack CL.,g 2 westof( 215 RIOWfence, 10[.9 north ofCommerc.- p''��C.19'0 2250110.x09 0251=+ 3729,53 1512.88 , 03.999928103 - - Center Dr "�C191 221511070.07 _ �, r�, , 62563 1.01 1 59 R_barand. c 13,5 'west i e c � .: i e ar p,, n ex tended CL of Commer Center �r rx, 03 9999279 intersection with f0essenia Lot near edge of AC Point rthing:s Ea s tin g s Ma ra Descriptio Scalia Factor R_ 22540128,93 02513724.48 150834 R ebar and cap, 116,1` e:stoftrack CL, 290' mutt of point of switch x.99992741 Rebar and cap, 21 T east of track CL 59` south of -215 SR overhead sign for Harley Knox Blvd PVC 193 2202903757 33253641 95 1530-30 0 - 9999 2, 02 6 E"Kit PVC 19 4 2252891.49 62571079.58 1507,65 Re bar and cap 58` west of track CL, 20' north of the point of switch at the south limit of 01.. 99992696 siding Rebar and cap., 41' west of track C �L, 05, north of the point of witch for a spur into a lumber PVC 195 225013273 0258000.28 1 5030,68 0- 993992012 yard PVC 196 P VC n 2249698.33 .. 0 150233 .rot -+. _. ... Re bar and cap 1 =8,6 east of track CL, 1 50' south of the north limit of a turnout track 9.99992561 P VC 197 2248379.23 125859517 1 5403.69 Rebar and cap, 25 5twestoftrack CL at the point of frog at the south limit ofa turnout track 0,99992525 PVC 198 22473'49.50 625E91039,51', 1 502.08 Rebar and cap-, 21.0' east of track CL atthe rtly point of switch in t oral y's G rainery 0,9%-92489 PVC 19 9 2241 378.77 0425944432 1498.00 Rebar and cap, I 5 4' east of track CL at a point of switch. t'.1R 15.03 00.99992469 P C'.200 2245328 94 0259821 19 1490,94 Rebarand cap 10 4` east of track CL, 730' north of Placentia overcrassing, PAR 1515 0 N 99 924650 PVC2031 22436810.66 6260363,14 1493,29 Rebar and carp, 15_0£ west of track CL, 9100' south of Placentia overcrossing 9.999192581 P'V( 7-',282 2242780.739 6260 47 00 1491.46 Behar and cap- 25-5'east of track OIL at most nlypoint of switch to tdrair €ery, tai`' 15,74 0_99992350 PVC203 224165228 626110 .58 1487,35 Debar and ca p, 13.7`east of track CL. 281.3' south of Orange Ave MP 15-95 PVC20,4 22401539.70 6261426-90 1482 -08 Rebar and y ca p . 15 1 -T est of track CL. 87' south of culvert 1616 0.99 12 P'vC205 22.39037.02 6261823 96 1477,93 Rebar and ca, , 20 6' east of track CL at ElinrJnatorBoat warehouse p. g � 99 , LF_ 992293 P"FSayC200 2236483.1 0 6262921 97 1472.33 Rebar and ca , 116.5' east of track CL, Milepost 104 08 p. p 03.999921951 c VC207 2235498.48 6263231,61 1471 88 Rebar and cap, 10 T est of track CL at IMP 17.17 in line with a billboard p:, 9 _: 10.99 , 0.321. 9 PVC 208 223453541: 6203 -608.15 1465.84 Rebar and ;. ca p . 19 T east of track CL., op an instrument case MF 17,37 9 X9921 9 .2 1 1 5 1 PVC20 -9 223 3490,99 6263972 44 1463-31 Rebar and > ca p . 17.1'east of track CL at D St exit from 1 -215, FdP 17.98 0r- 9999212 $ Rebar and cap. 27.2`- estoftrack CL. south of awhistle post, beneath an overhead _ R w'C 2 10k 2 2 08.9 5,2 623,4.419 � 87 1459.99 0 3 . 999921032 powerline MP 17,82 Scribed '' on top of curb. east side of C St 3' smut of a drain inlet, 270' south of south edge of M/0212 2230942 1 ' 1 6263987,62 1451.73 01.99992082 Ave San Jacinto P'vIC213 2230128 97 652043870,51' 145531 Scribed Xo n tap of curd+, Vest side of C St 50' soufh of the CL of Third St 0- 999929 FCe214 2220898.72 0265177 1427,64 Rebar and cap, 43'r estof track CL 160 'northof the north edge of Goetz Rd 0- 999920347 PVC2154 22125243 6268036.97 1414,25 Rebar and cap, Cs_, 4._40` youth of t� M 20, at old partially dismantled switch p:- " p � 01 9999201151 PVC 2113 2224668,74 626890287 1413.19 Re bar and cap. 18_4' east of track CL, f= P 203.28 00.9999200 5 P 2223950.865 6269802,52 141333 Rebar and cap;. 25'west of track CL, MP 2&50 00.9999203039 _ Re bar and ca E set in . round_ 27 5' ��,+'k!y of track CL. +d' -145' s of si nak +.r - 900` s1 of F 0 y 9 y PVC3218 2307 64 6 981 -41 00 99997874 fiAarlborough Ave grade Ong v 2,30�� -£,3 .,,3 623309201 039.x,77 Reber and cap mot in ground 29 w lj of track CL +1_920 n'Ey of ;spruce St grade xing 9.c'9977? Rebar and ca set in ground ' 'lyoftrack CL . ely of the intersection of Watkins 3r and P 9 ¢ °� _ _ _ �'',=?C220 2304705.18 f;2 °4'108 9_ 'C €34:3:82 � 9. 9174 Canyon Crest D Rebar and cap set in ground, 15' e`ly of track CL, +1- 1,100' n'iy of Blaine t grade xrng._ w'lVa of 'v`i1221 2303879 6234815-84 10 93 9 03- 9972 three palm trees VC2G2 2301 .06.55 6238598,19 1156.38 Reber and cap s in ground, 18 „2 sl oftrack iti.L. 080 ,qky ofuitVoman Ave grade ping 0,99 9 967 _. ,P r 2 Scribed R ' on west platform of Riverside Station. 14' west of station track.. 1x03` south of Red p . RuC322.3 2300.307.7, 62 8794 , 10.9997974 overpass, 9'westof the edgeofthep l'atform,3.4':3'eastofa light pole, "3.91'westofa0103E _r R'��C224 2301209.43 _ _ 1�222i301.5t 877.08 Rebar and ca, , 16' west of 3:.1T -1 CL. 200' south of University Ave-, 46' north of north face of an p. 03.9990132 instrument house- in li e with the end' of a chainkrnk fence Rebar and cap', 1.3' east of l T -3 CI 28 9' south of the south face ". of an instrument house, � P V C 2 `J 230 , 622 8 t� t. 2 , 0 .:19�C.B 3. 72 20 -T southwest of a cone signal foundation . i. R,�3z25 2_,34L_1.42 m r- r. 5��5545 02 580.27 Reber and cap, �- 1.,.010 �e:stof f7iT 1 <�_ 30.0 south'': of a � 2T 5 's outh p. powe �7� vouthofculvert9.0 39 999982 \ C3227 12307509,72 1228037 47 883,11 Rebar and cap 13.553'east of NIT-3 CL, in middle of curve, 00 south of a palm tree: 0. 999983, RVC228 23092109793 11229280.91' 893-87 Rebar and cap, 13.5` east of MT -3 CL. 1 103' north of MM 8.0 03.999983951 .- . Rebar and cap", 1413' west of MT 1 CL., 540}' north of a point of switch 40103' s outh of Ralmyrda � 9 VC 3 2 2. 10512 _„ 2 130147.90 906, a 4 , o 9.3 X9384 Ave . PVC2301 2311504 -80 6230940-00 9315-44 Rebar and cap, 20.75x' east of M T -3 CL, 1 10` north of tie northtwest corner of a building! 03.99998421 - - Rebar and cap 15.65, v=est of MT 1: CL, in line with east curb fine of Citrus Ave. 12-T north of y , r -�,., i-'a�C2�1 231228473 023142090 928.52 0- 99998403 3 north curb line of Iowa Ave PIvIC232 2313207.33 6232180 47 94 09 .;q i-, Rebar and cap 34 -75' east of MT-3 T -3 CL on top of batik opposite the center of a conic loading Q. 99998381 dock f=��Ci�£�E 22300637.13 626404185 1400,00 Scribed X set on decorative brick of Ferris Station platform 4 5' °1 of the east edge of tie 03 �.,f platform„ +,L1 32 N b1 of the south edge of the platform., in line with south curb line of ,3rd Street „�9.9920?�g03 cribed' `�', set on decorative brick of Perris Station platform, 4- 8` easted e ofth;e g 'vdC23:4 22.303785 �8 6523vY41035107 1454 17 1pp�latform, 03.9999203334 34,6' Sly of the north edge of the platform a r e , it MEW -Point-10 Northings Eastings Elevation Description Scale Factor P. LEONG Rebar cep. a tin gr +- '`lrf� #ee cfi o d ra i na ge ririr�& +,- f,ti,'i° n. PVC 2277440t.3t 6246 8 r, 15�5"2.�3 set in cone fbater. 4.5) 1yof Best rage of Avenue N OVJ frontage roam., 167' sly along road P .._� E �� of track CL, fix 0.r PVC 241 2231210 74 0254142.94 1453,30 Scribed X', set on south side�'ralk of Bars Jacinto Ave, +t `p est of track Cie 0.9999208 I 'R aluminum disk stamped "SC.RRAr:RCT•, PVC 300 RSSE CONTROL P IN7 set atop conc � I�`Ce CT01: 2312729.37 r 2X2273_ 94 3. set in ronr footer. 4.5P w'ly of west edge ofAyenur: Af R r fronta e road opposite pole .� �� u. , curb, BYTE corner of parking lot behind and to the north of Bldg 1o, 11111 C itrUs Aire p* 0 P'�'C301 � g 5 L�J1Li ��_�.3 2 y � � , i+3L�.43 �$?3. 0 2"al�€rra Nr�rrm disk stair €': ed � SC , .RARCTC PVC} `� 1 RSE CONTRO POI:NT'° set ato conc p � 0 9999832 1 ' curb, BE comer of parking lot behind and to the north of Bldg lY'•lo 11 1 11 Citrus Ave PVC850r 2259177.88 6254640.33 1520.67 '* aluminum disk stamped `SCRRA ROTC PVC345 RSE CONTROL FJOI NT" set in faux brick 0, 9-Q,992 V_= 2309T3t _ 6 2329 9 4. 61 .3-57.81 conc surface of median of Columbia Ave fP 1 24 24.70 w[ of e L of the tan Jacinto 0. 99 9 15. P��C951 2259054_-75 6254070,60 1532.9 �cpur 0_99992842 � ,, aluminum disk stamped "5 CRRA RCTC P °G35E3 RAE CONTROL PC1Ef, set atop south PVC350 230828p 1 _'0 6233195.54 � .3 2_77 2" aluminum disk stamped `SCRRA ROTC PVC 900 RSE CONTROL POI T` set atop east 0. 0.99997368 VC9E r0 2254539.67 625C44096 1510,49 conc curb of Marlborough Ave, 67 £ e`iy <along Marlborough of � t RR teach 0, 9 2" a turn i nu m disk stamped "SC RRA RCTC C PVC 351 RSE CONTROL POI NT' set atop south yam' f L, , r P �3.�1 2 0 '�275.0",� ":�:y' � �.�.�. _.�_ 9 � , �° s. ,? ,..3 � -.,� _ � w f , , 3 ;;: , f '-* `v +':_ cone cur o f 1,- arlbtorou h �_.._f 1 ell : of light � 1.,0 �vl of th extended �.� of 1' =1r €thE ate 0 # g t pole, `� 3 � ':. 27 -+. 13_.399707. PV€C901 2254017.05 6 +1512 Street € , 9992722 2" aluminum disk stamped "3CRRARCTC P'A'C 400 RSE CONTROL POINT" :set atop NE P, �y k �s.>•4 F_ g.P 233036 _ �y �` �� 3 .:.3'kD 92 1 .DC3� �t� '. � € :, v� : cha - I s 55 8-r curd o �atfs n� Dr , _ �e ly of heaJv� all of conc drainage EarNE - re , opposite Bldg F of 9- 97 B�I�9�fJ t Y 2247_7.3.07 g 2.o03v3_ � -49 1,_,0271 Highlander Park Apartments { 2" alur�r disk stamped "SCRRF RCCTC m' 40x1 RSE CCC�f'1TR0L PC�lN7' set atop �'E PlVC401 2303109.90 6 c 3 10,31..9_ 20 aluminum disk stamped " CRRA ROTC PVC 951 RSE CONTROL POI T" set atop cone 0 - 99 997 1 1 9 PVCm 51 2247 345.11 . 1 50237 - 3x. L r . `� 6...i .-.x £.,. .. ._..: i :. £ 1.. .g.. cone curb of 1 0 atkins Dr 30 w1y of track C L, +, -125 my of north edge of Blaine t . 2-t aluminum disk stamped " SCRRA ROTC PVC 450 RSE: CONTROL POINTr set atop west PVC4ES 0 2301596.45 6 1181'.52 cone curb of felt Vernon Ave, 34' ne'ly of gall corner, 5' n1yof north edge of Linden t, 70,3k' S'Iy O.99996 P�C1r300 :5 22413�ta.t3 �' d1 � 14a.1� of track CL 2 51e aluminum disk stamped"SCRRA RCTC PVC 451 RSE CONTROL POINT° set on rebar PVC451 2391 :21MI 6239739 12x31' 30 set in trail running thorugh open field, 45` n`l °y of power pole 164' ne'ly of pate at east end of 099,996513 PVCIG01 2241199 -7 °. 1=8201356.70 1 143226 Linden St.. ±s 180 s'lYyof track 0.99992334 2 5 aluminum disk stamped "SCR RAC RCTC PVC; 500 RSE C ONTROL P lf"JT` set on rebar PVC590 22977 3.13 C3240207. 1287 -29 set in code footer_ north of fylanfield St RChAlentrance, 25' se'ly of drain link fence.. 74' ne'ly rof 0999958 P' C1050 2236309.95 62629301.973 1471,64 north edge of Manfield St, 75' nvr'ly of track CL 0- 99%2192 ,.. .5 alumin disk sta:rnped "BCxRRA� RCTC Pit, 501 RSE CONTROL a-C )INT ; , set on rebar .`,.�50t1 2297151'95 �y 623 1297.97 set inground.0x._ _l�ofchainfinkfence,3v r�l � . alon �fertcefrornfencecorner,. ._ � lrof b 0. ;a1 P x 223223 6263198.24 1472.09 track t CL. 0- 99- Q - 9 21 60 �� 1r�51 20 aluminum disk stamped "SCRRAtRCTC PVC 550 RSE CONTROL PC_X `ET'` set Estop S P "CooO 2�4�31.74 (` 024.6.3 77 1302.1 �. r P S curb 5 f ence corr:. curb of � �atlsrns Cr at v of ,vurL to I- 1s�y21 � ktr=s onrarrip. _.0 €ie l,�o chain llt�rft f_ 8-,°e '3.99.31 corner PC110€t3 22�C01t3.3 62 14,5.49 5 2,, aluminum disk stamped `SCRRA RCTC PVC 551 RSE Csf- XITROL POINT' set atop B €N P % 229442105 62470302 32 1364.69 conc curb of Vlatk €ns Dr. at PC of curb. north of Hwty 21 a overpass, +' 5E ' my of overpass 099995349 wIng Yea If N✓V1':101 222 3659.37 62x,.77.1. 1453.20 2' aluminum aluminum disk stamped `SC "SCR RA RCTC PVC 600 RSE CONTROL POINT" set atop con �'=,�CSd'S 220.3713.27 6244713.76 1525.012 quad of the C Stand 4th St intersection 9 curb of cut de sac at no =rth terminus of R r Crest Dr p� 5 -.. P'�x 11 � 0 2 ... 62 o50T ✓3' x �.. 1�_v_cw 29E aluminum disk stam ` C BRAE RCTC PVC 601 RSE COf Zsfi. PIDI fJT` set atop SW x,.9213 PlvC601 2288015.55 6245056 .,83 1529.48 curb of River Cres BrI. 17 se1Y of a light pole, +/-435 nY 1y of north edge of north d kyto Bldg 099994232 No 5117 River Crest Br t . � 111 v 1 22� � _�4.6�/ b20$�3t�.71 14� 2...31. 21, aluminum disk stamped `SC RRA RCTC P 550 RSE C ONTROL POINT set atop north 01. � w�2 PVC550 2286277.48 x,245249 17 1539.09 curb of River Crest Dr, 106 4 s`1y of a 53 chain fink fence corner, 15' e`I, poke', 85'elyof & 999940955 track CL ..� t P 7C12trs� 222 3442 - `16 27033 .41 `1416- 3 2 " aluminum disk stamped "BCRRA ROTC PVC; 551 RSE CO NTROL POINT' set atop cone x , 99991976 PVCO3 -51 2285697 - 49 62454 37.97 1542.63 curb of cul de sac at s1yterminus of ROliAlfrontage road south of River Crest Liar, SW side of 0,999940752' cul de sac, +r - 105' ne'fy of track CL P�,�BC1201 ° �222�4. 62710 5 a4- 14 13 , 53 2" aluminum disk stamped "SCRRA-sRCTC PVC 700 RSE CONTROL POINT' set atop west O,999'919713 PVC700 2277 449.21 0245852.62 1552.24 conc curb of Meridian Pkwy,, at center of dvviya apron, +1_70'rTwly` of fire hydrant. l3 2ml miles; 'south I 0.99 993598 of the south edge of Alessandro BhAl n , . C1 �SCx , , °�'' 22210222100519 6 2 7 3 6 636 2 1414.5.' 2 " aluminum disk stamped SCRRA RCTC P VC 7071 RSE CONTROL , C1NT sot atop cone 099991 099991 PVC x01 22768M, Y3 (324638 3.97 15153.95 curb on SW woke of rued €acs at north d y entrance to north parking lot of Bldg No, 14350 0- 99993516 Meridian Pki.Ary 2.5'$ aluminum disk stamped "SCRRAt ROTC F C 750 RSE CONTROL POINT" set on rebar P '� C7 �0 2274'376.2 4 62 .5177.01 1559.7 ' _ th � set i c footer in open field �. _ I , f . r �,L in line with the xtended C L of n n o p L y _, se. o_xttra ck I� _ _99 99 4i � Innovation Br. f'd1P 9.45 2.Y alum Enurn disk stamp ed - SCRRA RCTC P4C. 7 51 RSE C Of3TROL POI _,et on rebar ��-+y CQ.. y;_7�t1 , Xp 227'31.1 .�2.4945a9.57 : 1 y f G �.. �.� ..... .l:$.. ,1. f r 1 alorE s�din from r f ..et in von~ fc _t..r r8- o �,n reld. _ � �� I of �Ndin ��. _. �k e e d o p y 0 y g g .. 3,3 �7.,a � i 41 track MP 9 55 I1Mf��1I1X3� >,.I plans, dr a.v•tgg 'Peel ccnons, and or In1ornnatf "i °u r' hed herewith shut r morn the FQpelty of the Riverside Count Tr Gnsporiat nt arn- , ssion ]t'd sFa "be held ocfidenLol. ore t. a. not �e u5e.d roc cry purpose not prcvlded agreements w' the Riverside Courty Trcrsportat Co,n,,Ss,on `MAIL REV. I DATE M! STANDARDS, GUIDE= INES AND CRITERIA WILL BF FOi LOWED TO HE ^REA,EST EXTENT w _ ', 1- CABLE FOR ENCNEERING /�St1B A P P, DESIGN AND PLAN PREPARATION DESIGNED BY J. DRENON DRAWN BY M. TORRES CHECKED BY M. CLIS ICK APPROVED By P. LEONG DATE m € Prot - ID Northings Eastings Elevation Description Scale Factor 5" aluminum disk sta mped " CRRA. ROTC PVC 909 RSE CONTROL POINT' set on rebar P� gg(�^^-��3f0{�P-� �d'✓ty �?TJ 22b357 5 4. { 5 ,�,,��'55 � a2,_.t y 4 l.J�wa ( y .g $�_ 'I �. t�'sb set in cone fbater. 4.5) 1yof Best rage of Avenue N OVJ frontage roam., 167' sly along road y �a}a7 1 �7 i. 9,9 E k. .. a .. e- � from double culverts beneath tracks: 0 -4 miles sly o f far€ Buren B l v d, r=at of the R NationaI emetai;,; MP 1 1.1 5" a lu m inum _ " - - � CONTROL ROOT'" set on rebar �._ alu €nNnuN�i di -stamped ROTC P >391 RSE � I�`Ce CT01: �+�. 6252935,1 : {- �.�.�. 4: £.d set in ronr footer. 4.5P w'ly of west edge ofAyenur: Af R r fronta e road opposite pole u. :.: `l - • i X:.: f. _ �...,.: � £�L .. No, 46425011 , 0.7� miles s 11, of Varl Buren Blvd, east of the River National Cemetary, lr P 11..30 2.5 €" alum €nurn disk stamp ed"SCRR R RCTC PVC 50 E CCONITROL POINT" seton rebar PVC850r 2259177.88 6254640.33 1520.67 set in conic footer set in open field, N quad of Harley Knoxo rpass, -rl- 55's'lvofpole, +' -75` 0, 9-Q,992 ly � of truck C± P��C951 2259054_-75 6254070,60 1532.9 T" aluminum disk stamped °" CRRAtRCTC PVC 851 RSE CONTROL POINT" set atop p p conc 0_99992842 curb on the north side of a handicap ramp at the 11'R prim of Harley Knox Blvd and Har ill .Ave 2" aluminum disk stamped `SCRRA ROTC PVC 900 RSE CONTROL POI T` set atop east VC9E r0 2254539.67 625C44096 1510,49 conc curb of Messenia I_n, +j- d' s 'Ito oftrack CL +/ -100' n lyof north edge of drain inlet on 0, 9 east side of f essenr:a Ln. 2'U aluminum disk stamped "SCRRA ROTC PVC 901 R SE CONTROL POI NTs set atop east PV€C901 2254017.05 6 +1512 conc curb of fd essenia Ln, +/ - -75' n'Iyofthe north ridge of Perry Street, +� -90 s 'lyof the main € , 9992722 track CL 2.5'° aluminum disk stamped `SCRRA ROTC PVC 050 RBI= CONTROL POINT set on rebar B�I�9�fJ t Y 2247_7.3.07 g 2.o03v3_ � -49 1,_,0271 t n tracts of point of switch for Track f'J o, set in concfooter, x�o nelyoftcack.C2 �_�?� sl7alo 0 p { 3140 (IMP 1 54) 20 aluminum disk stamped " CRRA ROTC PVC 951 RSE CONTROL POI T" set atop cone PVCm 51 2247 345.11 625910.77 1 50237 c €orb on Bast side of ROW .. ,J 8-e I:3 of track CL _ f 303 _ ly along track of point of s 850y of the eAended CIL of Rider St 2" brass disk stamped "CALIF. DEPT_ CAE TRANSPORTATION CL IMP WFR & ORG. P ' set at P�C1r300 :5 22413�ta.t3 �' d1 � 14a.1� � r, � .t Br a n ch tf-l� CL of F -€� ,d1 _frontage road between �1��21 � and the Ba €r Jacinto Bran chkin� a.th extended CL of Orange ;3t, += -89 nel y of track CL 2" aluminum disk star° ped " CRRA, RCTC PVC 100 1 RSE CONTROL POINT" set atop east PVCIG01 2241199 -7 °. 1=8201356.70 1 143226 cone Curb of Hwy215 frontage road between Hvvi¢ 215 and the Can ;Jacinto Branch 'Line, +r- 0.99992334 1x13' ne'Iyfof track CL 2.5 J, aluminum disk stamped `SCR RCTC PVC 1050 RSE CONTROL POINT' set on rebar P' C1050 2236309.95 62629301.973 1471,64 set in conc footer set Nn R Wfrontage road,, 2` 8-e lyof a barbed wire fence. +t -33' s "Iyof track 0- 99%2192 CL, +/ -50' s'lyof MP 17 m €le marker sign 2.5" aluminum disk stamped `SCRRA RCTC PVC 1051 RSE CONTROL CXNT" set on rebar P x 223223 6263198.24 1472.09 set €n cone footer setin RO frontage road„ 2' ne Iyof a barbed wire fence, 8' n`ly of PVC pipe 0- 99- Q - 9 21 60 �� 1r�51 +r - 35 1 sw ly of track CL., opposite side of drainage channel as baseball backstop on school grounds 2''aluminum disk stamped `SCaRIRAt RCTC PVC 1100 RSE CONTROL 'OINT" setatop unrest PC110€t3 22�C01t3.3 62 14,5.49 5 F �ry S t ,�trb 1 �,7 n I of the north _ rd . cone curb (p ainted red of � wit a. angle point t edge of Q uad of the C St and 3rd St intersection 2" alumi disk starnped"SCRRA RCTC PVC 1101 RSE CONTROL POINT' set atop N✓V1':101 222 3659.37 62x,.77.1. 1453.20 of 4th mouth edge of cocci a curving : con curb. . 19 � [ of the south edge t `�` g g f? p quad of the C Stand 4th St intersection 2" aluminum disk stamped `SCRRA RCTC P=,r`C 1150 RSE CONTROL POINT' setatop east p� 5 -.. P'�x 11 � 0 2 ... 62 o50T ✓3' x �.. 1�_v_cw Yom'. C�_..,. ". a E.' cu rb , :... ... x of cone c €_rib of Per ri s he PC' of the . 4,✓ s l � o tfN� �xtetaded south edge. s Blvd, at t g x,.9213 Eleventh St SE quad of the Perris Blvd and El eve ath St i nte rs ection 2'" aluminum disk stamped " CRRA RCTC_. PVC 1151 RSE CONTROL POINT' set atop east t . � 111 v 1 22� � _�4.6�/ b20$�3t�.71 14� 2...31. of U� edge ,tol�unt.�lub Apartments, 75 �I.oaf t,'"Ie extended of Perri_ Blvd south g p sly 01. � w�2 of PAidway Bt 2.58" aluminum disk stamped "$SCRRA RC TC PVC 1200 RSE CONTROL POINT` set on rebar ..� t P 7C12trs� 222 3442 - `16 27033 .41 `1416- 3 ;_ , f r l r e River, r w ' set in ror�ca tooter. l �v �orner of Case Rd bridge over Bari Jacinto River, 1 B� of highway a� 9 9 x , 99991976 guardrail, 9 nw1v of north badge abutment 2' 5 %' aluminum disk stamped' "SCRRAE ROTC FVC 1201: RSE CONTROL. P(-X T' set on rebar P�,�BC1201 ° �222�4. 62710 5 a4- 14 13 , 53 _ set in Cconc footer, BE goad of the Case Rd a fturrEeta Rif intersection, 5 F ne1'yofthe north O,999'919713 edge of conc drainage headsirafl 2.5'P aluminum disk stamped "CCRR4. ROTC E`Y'vC, 1250 RSE CONTROL P OiNT'set on rebar n , . C1 �SCx , , °�'' 22210222100519 6 2 7 3 6 636 2 1414.5.' set in conc footer 18'sw'ly oaf the south edge of Case Rd +'-45' nw'Iy rof north postof chain link 099991 099991 . .>_ _ entrance gate to Perri Valley Reg €onal'Water Re- larnatron: Facility, x '-700` nw'kyof ruin entrance of same facility " aluminum disk stamped "SCRRA RCTC PVC t251 RSE CONTROL POINT" set oil tie PVC 1251 222057324 65274243 1415.70 south edge of the cone clwyaprcon of the main ent€ar€ce to the Perris Valley Regional Vvbter 0_79 91878 Reclarnat on Facility on the 5101 side of Case Rd APPROVED - BY SCRRA. STV Incorporated 'NGINtERS/ ARCHI 'ECIS /P;.ANNERS(CONSIRUCTION MANAGERS 9 ANAHEIM PLACE, SUIT E 2 RANCHO CUCAMONGA, CA. 91730 APPROVED - BY RCTC RAIL SURVEYORS & ENGINEERS, INC. 10+75 Old County Road Belmont, CA 94002 Or 5hwC� , � PROJECT WIDE SURVEYff 8 29 4 .............. I m mm-1 IWUNMA!IJIN _VNir.Ut_NHAL: DESIGNED BY I-r IN I CRUM At plans, drcwings, sDecificotions, a. e or riformMi fum�shed < ` mil her shall _i�l . :he t n L e Droper of the Rwe,srje Uountiv RAILROAD RIGHT OF WAY LINE Tronrorlatmon Comrri;ssion ond sio , held confidential; and C. CH I TRA x shol. not be used for a,, pb,po se ,at ovided or n vith the %irverside Courny Co,,,yrss,od CHECKED BY J. DRENON APPROVED BY C"! 0 0 PROJECT CONTROL BENCHMARK . . ...... CRITERIA WILL BE FOLLOWED DAHE 10-18-12 70 THE GREATEST EXTENT PRACTICABLOR ENGINEERING DESIGN AND E PL PREPARATION APP I ..... .... RECORD DATA �j 3, o I . .......... .... . .. . ........... . C,j E CL > 0 em( a a lift am a a _J i . . ..... . 8 29 4 .............. I m mm-1 if U11, IWUNMA!IJIN _VNir.Ut_NHAL: DESIGNED BY I-r IN I CRUM At plans, drcwings, sDecificotions, a. e or riformMi fum�shed 0, ` mil her shall _i�l . :he t n L e Droper of the Rwe,srje Uountiv RAILROAD RIGHT OF WAY LINE Tronrorlatmon Comrri;ssion ond sio , held confidential; and C. CH I TRA shol. not be used for a,, pb,po se ,at ovided or n vith the %irverside Courny Co,,,yrss,od CHECKED BY J. DRENON APPROVED BY C"! 0 0 PROJECT CONTROL BENCHMARK . . ...... CRITERIA WILL BE FOLLOWED DAHE 10-18-12 70 THE GREATEST EXTENT PRACTICABLOR ENGINEERING DESIGN AND E PL PREPARATION APP I RECORD DATA o APN ASSESSOR'S PARCEL NUMBER C,j E CL > 0 CT CALTRANS MONUMENT MAP < EXPIRY EXPRESSWAY . . . . ...... wow FRWY FREEWAY V) MB MAP BOOK CP -O > 0 NAP NOT A PART iti ti 0 PM PARCEL MAP lt c, a 111 RCTC RIVERSIDE COUNTY W 0 Uj TRANSPORTATION COMMISSION iin 0 00a'0 RS RECORD OF SURVEY R/W RIGHT OF WAY 0 V) V) r- pol TICE TEMPORARY CONSTRUCTION . .... .. EASEMENT MS 4271 11P 120032 ocr W if U11, ■ Lx:l IWUNMA!IJIN _VNir.Ut_NHAL: DESIGNED BY At plans, drcwings, sDecificotions, a. e or riformMi fum�shed M. CUS I CK ` mil her shall _i�l . :he t n L e Droper of the Rwe,srje Uountiv I AWN BY Tronrorlatmon Comrri;ssion ond sio , held confidential; and C. CH I TRA shol. not be used for a,, pb,po se ,at ovided or n vith the %irverside Courny Co,,,yrss,od CHECKED BY J. DRENON APPROVED BY RA CADD DRAFTING T SCR STANDARDS, CUll INES AND P. LEONG CRITERIA WILL BE FOLLOWED DAHE 10-18-12 70 THE GREATEST EXTENT PRACTICABLOR ENGINEERING DESIGN AND E PL PREPARATION APP I ■ Lx:l (RS 40/73) (RS 125/3) ? A ry A . .... . . ..... . I Ir z OP .... ........ . ............... . ..... .... ........ .. . . . . ..... .. . L_j J . .......... ------- e . ... ... 3 I SURVEYOR'S NOTES P.-., 1. THE INTENT OF THIS RIGHT-OF-WAY MAP IS TO LABEL A COMPILATION OF "RECORD DATA" SHOWING FEE TITLE DOCUMENTS AND EASEMENTS FOR THE BENEFIT OF THE RIVERSIDE COUNTY TRANSPORTATION COMMISSION (RCTC). ALL RIGHTS-OF-WAY, BOUNDARY LINES, AND EASEMENTS ARE BASED UPON RECORD DOCUMENTS, PRELIMINARY TITLE REPORTS, FILED MAPS, CALTRANS RIGHT -OF-WAY MAP f AND /OR FOUND MONUMENTATION. THESE LINES ARE IN RELATIONSHIP TO THE SURVEYED CENTERLINE OF TRACK OF THE RCTC APN 247-150-037 RIGHT-OF-WAY (FORMERLY THE ATCHISON, TOPEKA AND SANTA FE RIGHT-OF-WAY (SAN JACINTO BRANCH) AND FOILIND MONUMENTATION AS SHOWN ON SAID FILED MAPS. THE BOUNDARIES SHOWN FOR THE RCTC PARCELS ARE AS DESCRIBED IN THE GRANT DEED FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY TO RCTC, RECORDED MARCH 30, 1993, AS INSTRUMENT NO, 116807, IN THE OFFICE OF THE COUNTY RECORDER, COUNTY OF RIVERSIDE, AND FROM THE VALUATION MAPS ENTITLED, "BNSF RAILWA' I I 1 RIGHT OF WAY AND TRACK MAP, LINE SEGMENT 7605, FORMERLY AT&SF Rr. MILEPOSTS AND REVISION DATES VARY PER SHEET. NO FIELD BOUNDARY SURVEYS FOR THE PROPERTIES SHOWN HEREON HAVE BEEN CONDUCTED, EXCEPT IN THE PROPOSED STATION AREAS AT RIVERSIDE HUNTER, MORENO VALLEY-MARCH FIELD, DOWNTOWN PERRIS AND SOUTH PERRIS. PURSUANT TO THE PROVISIONS OF SECTIONS 8762 AND 8765 (d) OF THE PROFESSIONAL LAND SURVEYOR'S ACT, TWO RECORDS OF SURVEY AND A CORNER RECORD PARCEL 4 HAVE BEEN FILED WITH THE COUNTY OF RIVERSIDE, AND A PARCEL MERGER HAS BEEN SUBMITTED TO THE CITY OF PERRIS PLANNING f i v LL 'PO9-0037 D - THE PROJECT WIDE SURVEY CONTROL NETWORK HAS BEEN FILED AND RECORDED ON FEBRUARY 6, 2012, IN BOOK 137, C.O.C. INST. NO AT PAGES 81 -94, OF RECORDS OF SURVEY, IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER. 2009-0369907 1 WITH THE EXCEPTION OF THE TEMPORARY CONSTRUCTION EASEMENTS, NOT ALL EASEMENTS HAVE BEEN PLOTTED. Z PRELIMINARY TITLE REPORTS, RECORD VESTING DEEDS AND EASEMENTS WERE PREPARED AND PROVIDED BY NORTH AMERICAN TITLE INSURANCE CO,, FIRST AMERICAN TITLE INSURANCE CO., AND LAWYERS TITLE COMPANY, . . ......... . . . VESTING DEEDS, TITLE REPORT EXCEPTIONS, AND EASEMENTS IF PLOTTABLE) FOR THE FOUR (4) STATION AREAS ARE SHOWN PER THE PRELIMINARY TITLE REPORTS, THE PRELIMINARY TITLE REPORTS WERE MADE A PART OF THE DELIVERABLES AND COPIES CAN BE MADE AVAILABLE UPON REQUEST. NO POSSESSORY INTERESTS OR ESTATES (LEASES) ARE SHOWN ON THIS MAP. 3. THE LOCATION OF ANY UTILITY EASEMENTS ARE BASED UPON RECORD INFORMATION ONLY. THEY ARE NOT BASED UPON A FIELD SURVEY, NO WARRANTY IS EXPRESSED OR IMPLIED WITH RESPECT TO THE EXISTENCE AND/OR , LOCATION OF UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON THIS RIGHT-OF-WAY MAP, NOR IS THERE ANY Ai N -7 ASSERTION MADE REGARDING THE ACCURACY, CORRECTNESS OR RELIABILITY OF THE RECORDS UPON WHICH THEIR EXISTENCE AND/OR LOCATIONS ARE BASED. ABOVE GROUND UTILITIES, IF SHOWN, HAVE BEEN LOCATED FROM VISIBLE SURFACE EVIDENCE FROM FIELD SURVEYS PERFORMED BY RAIL SURVEYORS AND ENGINEERS, INC. BETWEEN NOVEMBER 2008 AND JULY 2011. UNDERGROUND UTILITIES, IF SHOWN, ARE BASED UPON LIFTING UTILITY LIDS AND SKETCHING THE GENERAL DIRECTION OF THE VISIBLE PIPE(S). THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES lip COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR ABANDONED, THE SURVEYOR HAS NOT as PHYSICALLY LOCATED ALL UTILITIES. .................. Is, 100 50 0 100 200 T 11 0 - 10 . ...... . .. ..... ...... . . . . . . . . ........ ........... ..... — - ........ RI VERSIDE COUNTY TRANSPORTATION COMMISSION LAW RCTC PERRIS VALLEY LINE Shy APPROVED BY SCRR.A APPROVED BY RCTC __. __._.____._F _ y PROJEC;'TWIDE STV Incorporated RIGHT -OF -WAY MAP �NG!NEE-RS/ARCHITECTS/PLANNERS/,'O%'STRUCT20N W-MAGERS SHEET 1 OF 38 913e ANAHEIM PLACE, SUITE 210 or CAO RANCHO CUCAMONGA. CA. 917-KO R540 1 4 15 7 L CONTRACT NO. 13-33-049-00 DRAWING NO. STA/SEGMENT DISCIPLINE /SEQUENCE S V-120 REVISION SHEET NO, 35 OIL: 2599 SCALE HORIZ1'l 00 _d Vr (RS 40/73) (RS 125/3) ? A ry A . .... . . ..... . I Ir z OP .... ........ . ............... . ..... .... ........ .. . . . . ..... .. . L_j J . .......... ------- e . ... ... 3 I SURVEYOR'S NOTES P.-., 1. THE INTENT OF THIS RIGHT-OF-WAY MAP IS TO LABEL A COMPILATION OF "RECORD DATA" SHOWING FEE TITLE DOCUMENTS AND EASEMENTS FOR THE BENEFIT OF THE RIVERSIDE COUNTY TRANSPORTATION COMMISSION (RCTC). ALL RIGHTS-OF-WAY, BOUNDARY LINES, AND EASEMENTS ARE BASED UPON RECORD DOCUMENTS, PRELIMINARY TITLE REPORTS, FILED MAPS, CALTRANS RIGHT -OF-WAY MAP f AND /OR FOUND MONUMENTATION. THESE LINES ARE IN RELATIONSHIP TO THE SURVEYED CENTERLINE OF TRACK OF THE RCTC APN 247-150-037 RIGHT-OF-WAY (FORMERLY THE ATCHISON, TOPEKA AND SANTA FE RIGHT-OF-WAY (SAN JACINTO BRANCH) AND FOILIND MONUMENTATION AS SHOWN ON SAID FILED MAPS. THE BOUNDARIES SHOWN FOR THE RCTC PARCELS ARE AS DESCRIBED IN THE GRANT DEED FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY TO RCTC, RECORDED MARCH 30, 1993, AS INSTRUMENT NO, 116807, IN THE OFFICE OF THE COUNTY RECORDER, COUNTY OF RIVERSIDE, AND FROM THE VALUATION MAPS ENTITLED, "BNSF RAILWA' I I 1 RIGHT OF WAY AND TRACK MAP, LINE SEGMENT 7605, FORMERLY AT&SF Rr. MILEPOSTS AND REVISION DATES VARY PER SHEET. NO FIELD BOUNDARY SURVEYS FOR THE PROPERTIES SHOWN HEREON HAVE BEEN CONDUCTED, EXCEPT IN THE PROPOSED STATION AREAS AT RIVERSIDE HUNTER, MORENO VALLEY-MARCH FIELD, DOWNTOWN PERRIS AND SOUTH PERRIS. PURSUANT TO THE PROVISIONS OF SECTIONS 8762 AND 8765 (d) OF THE PROFESSIONAL LAND SURVEYOR'S ACT, TWO RECORDS OF SURVEY AND A CORNER RECORD PARCEL 4 HAVE BEEN FILED WITH THE COUNTY OF RIVERSIDE, AND A PARCEL MERGER HAS BEEN SUBMITTED TO THE CITY OF PERRIS PLANNING f i v LL 'PO9-0037 D - THE PROJECT WIDE SURVEY CONTROL NETWORK HAS BEEN FILED AND RECORDED ON FEBRUARY 6, 2012, IN BOOK 137, C.O.C. INST. NO AT PAGES 81 -94, OF RECORDS OF SURVEY, IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER. 2009-0369907 1 WITH THE EXCEPTION OF THE TEMPORARY CONSTRUCTION EASEMENTS, NOT ALL EASEMENTS HAVE BEEN PLOTTED. Z PRELIMINARY TITLE REPORTS, RECORD VESTING DEEDS AND EASEMENTS WERE PREPARED AND PROVIDED BY NORTH AMERICAN TITLE INSURANCE CO,, FIRST AMERICAN TITLE INSURANCE CO., AND LAWYERS TITLE COMPANY, . . ......... . . . VESTING DEEDS, TITLE REPORT EXCEPTIONS, AND EASEMENTS IF PLOTTABLE) FOR THE FOUR (4) STATION AREAS ARE SHOWN PER THE PRELIMINARY TITLE REPORTS, THE PRELIMINARY TITLE REPORTS WERE MADE A PART OF THE DELIVERABLES AND COPIES CAN BE MADE AVAILABLE UPON REQUEST. NO POSSESSORY INTERESTS OR ESTATES (LEASES) ARE SHOWN ON THIS MAP. 3. THE LOCATION OF ANY UTILITY EASEMENTS ARE BASED UPON RECORD INFORMATION ONLY. THEY ARE NOT BASED UPON A FIELD SURVEY, NO WARRANTY IS EXPRESSED OR IMPLIED WITH RESPECT TO THE EXISTENCE AND/OR , LOCATION OF UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON THIS RIGHT-OF-WAY MAP, NOR IS THERE ANY Ai N -7 ASSERTION MADE REGARDING THE ACCURACY, CORRECTNESS OR RELIABILITY OF THE RECORDS UPON WHICH THEIR EXISTENCE AND/OR LOCATIONS ARE BASED. ABOVE GROUND UTILITIES, IF SHOWN, HAVE BEEN LOCATED FROM VISIBLE SURFACE EVIDENCE FROM FIELD SURVEYS PERFORMED BY RAIL SURVEYORS AND ENGINEERS, INC. BETWEEN NOVEMBER 2008 AND JULY 2011. UNDERGROUND UTILITIES, IF SHOWN, ARE BASED UPON LIFTING UTILITY LIDS AND SKETCHING THE GENERAL DIRECTION OF THE VISIBLE PIPE(S). THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES lip COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR ABANDONED, THE SURVEYOR HAS NOT as PHYSICALLY LOCATED ALL UTILITIES. .................. Is, 100 50 0 100 200 T 11 0 - 10 . ...... . .. ..... ...... . . . . . . . . ........ ........... ..... — - ........ RI VERSIDE COUNTY TRANSPORTATION COMMISSION LAW RCTC PERRIS VALLEY LINE Shy APPROVED BY SCRR.A APPROVED BY RCTC __. __._.____._F _ y PROJEC;'TWIDE STV Incorporated RIGHT -OF -WAY MAP �NG!NEE-RS/ARCHITECTS/PLANNERS/,'O%'STRUCT20N W-MAGERS SHEET 1 OF 38 913e ANAHEIM PLACE, SUITE 210 or CAO RANCHO CUCAMONGA. CA. 917-KO R540 1 4 15 7 L CONTRACT NO. 13-33-049-00 DRAWING NO. STA/SEGMENT DISCIPLINE /SEQUENCE S V-120 REVISION SHEET NO, 35 OIL: 2599 SCALE HORIZ1'l 00 0 04 v a a r r 9 7 L1 9 m MS 4271 I P 120032 not 110-18-121100% FIN AL DESIGN D,A: E I Property m and onj ASUB. 5I ANt" ' U IDELME� AND RITERIA W 1- GE FOLLOWED _G THE GR ATEST EXTENT PRACTICABLE FOR ENGINEERING - APP , DESIGN AND PLAN PREPARATION DESIGNED BY M. ICK BRAWN BY CHITRA NECKED By J. DENON APPROVED BY P. LE DAl E 10 ®1812 APPROVED - BY SCRRA APPROVED - BY RCTC STV Incorporated ENGINEFRS /ARCH'.TECTS /P:.ANNERSr - I MANAGERS C A.NAPIEM PLACE, SUYL z,0 RANCHO C;CAMONGA,Cr 9 EMM 'Til i i is i i, 4 ■ SHEET l OF m ll 0 am N0. N S V -128 REVISION - SHEET N0. 43 of 2599 5CAI E HO I 1 " - 100 9 9 1 i 1001 -0'1 L rn 0 0 3 to 0 N a i U U 0 0 a , s a U _ s � o U a= C E 00 a I >'2 qOL O c U 0 aft I o > 0,-0 = N O mi ao c�a 0 91 fr1 .�.+ Esc to �0 0 = 0 0- �v %ci' uj i 0 a 0000 u0 C) Cori � (D Q) o 0L o t NCJ �v r�r I �Or h � h _N r"7 cVrn N,t N Od (n -t '-000 3 GRADE CROSSING - GENERAL NOTES: 1. CONTRACTOR SHALL REFER TO THE SURVEY CONTROL SHEETS FOR THE SURVEY CONTROL POINTS, INCLUDING BENCHMARKS, CLOSEST TO EACH GRADE CROSSING. 2. REFER TO TRACK PLAN AND PROFILE SHEETS MAINLINE TRACKWORK PLAN AND PROFILE SHEETS TRACK STATIONING AND ELEVATIONS AT GRADE CROSSINGS. 3. ALL WORK SPECIFIC TO TRACK AND WARNING DEVICES AT THE GRADE CROSSINGS, INCLUDING WARNING DEVICE CONDUITS AND TRACK UNDERDRAINS, SHALL CONFORM TO SCRRA ENGINEERING STANDARDS AND SPECIFICATIONS, CURRENT EDITION. 4. ALL GRADE CROSSING TIES SHALL BE NEW TREATED 10 -FOOT LONG WOOD TIES PLACED ON 19 3/16" SPACING (CENTER TO CENTER OF TIES) WITH TOP OF TIES LYING IN SAME PLANE. TIES WITH IRREGULAR DIMENSIONS SHALL BE REPLACED. FOR GRADE CROSSING TYPICAL SECTIONS, REFER TO SCRRA STANDARD ES 4001. 5. INSTALL PRECAST CONCRETE GRADE CROSSING PANELS ON GRADE CROSSING TIES WITH JOINTS BETWEEN CONCRETE PANELS TO BE CENTERED ON WOOD TIES. CONCRETE PANELS SHALL BE 8' LONG, TOTAL LENGTH AS SHOWN ON GRADE CROSSING DETAIL PLANS. EXTEND TWENTY -FOUR (24) WOOD TIES BEYOND END OF PANELS AT BOTH SIDES OF CROSSING. 6. CONCRETE PANELS ARE TO BE HANDLED AND SUPPORTED AT SPECIFIED LIFTING DEVICE LOCATIONS ONLY. LIFTING EQUIPMENT AND CONNECTION DEVICES ARE TO BE PROPERLY SIZED TO HANDLE THE LENGTHS OF PANELS BEING INSTALLED. 7. ALL MANUFACTURER'S RECOMMENDATIONS FOR CROSSING INSTALLATION SHALL BE FOLLOWED UNLESS OTHERWISE DIRECTED BY RCTC. 8. AT EXISTING GRADE CROSSINGS TO BE REPLA REMOVE AND DISPOSE RUBBER PANELS, WOOD AND ASPHALT MATERIALS UNLESS OTHERWISE CONCRETE PANEL BY CONTRACTOR CED OR UPGRADED, PLANKS /TIMBER, INDICATED. 9. APPROACH ASPHALT PAVING OVERLAY /RESURFACING OR FILL AROUND RAILS SHALL BE PG 70 -10 PER SSPWC AND SHALL BE PLACED IN MAXIMUM 3 INCH LIFTS PARALLEL TO THE CROSSING WITHIN 15' OF TRACK CENTERLINE, UNLESS OTHERWISE INDICATED ON PLANS, TO MINIMIZE APPROACH SETTLEMENT. REFER TO GRADE CROSSING PLANS FOR ACTUAL LIMITS OF PAVING. 10. CONTRACTOR SHALL DEMOLISH AND DISPOSE OF EXISTING ASPHALT PAVEMENT, CONCRETE AND ANY OTHER MATERIAL NOT USED. DISPOSAL SHALL OCCUR OUTSIDE OF THE RCTC AND CITY /COUNTY RIGHT OF WAY. 11. IN AREAS WHERE THE CONTRACTOR APPLIES A/C CAP OR CONSTRUCTS A NEW STREET STRUCTURAL SECTION, INCLUDING SIDEWALK, THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING VALVE BOXES, MANHOLES, AND ANY OTHER SIMILAR UTILITY SYSTEM APPURTENANCE. SEE GRADE CROSSING PLANS. 12. ALL GRADE CROSSING WARNING DEVICES SHALL BE PER CPUC GENERAL ORDER NO. 75. LOCATION OF CENTER OF MAST FOR THE WARNING DEVICE SHALL BE CONFORM TO SCRRA STANDARDS. ALIGN GRADE CROSSING WARNING DEVICE FLASHERS IN ACCORDANCE WITH SCRRA STANDARDS. 13. REFER TO SPECIFIC GRADE CROSSING PLANS FOR LENGTHS OF CPUC TYPE 9 GATE ARM AND CPUC TYPE 9A CANTILEVER. 14. ALL NEW CPUC WARNING DEVICES SHALL BE EQUIPPED WITH 12" DIAMETER RED LED FLASHERS WITH 24" DIAMETER BACKGROUNDS AND APPROPRIATE "NUMBER OF TRACKS" SIGN. 15. ALL SIGN DESIGNATIONS ARE PER MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. SIGN PLACEMENT, MOUNTING HEIGHT, AND MATERIALS, SHALL BE IN ACCORDANCE WITH CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS AND APPLICABLE STANDARD SPECIAL PROVISIONS, UNLESS OTHERWISE SPECIFICALLY INDICATED. 16. SIGNAGE AT STREET APPROACH TO EACH GRADE CROSSING SHALL BE PER THE CURRENT EDITION OF THE CALIFORNIA MUTCD. 17, STREET CENTERLINES SHOWN ON ALL GRADE CROSSING SHEETS ARE STREET CONSTRUCTION CENTERLINES AND DO NOT NECESSARILY REPRESENT THE RECORDED STREET CENTERLINES. 18. SIGNS ON ALL RAILROAD RIGHT OF WAY ACCESS SWING GATES SHALL BE PER SCRRA ENGINEERING STANDARDS 2951 AND 4226. 19. INSTALL 6 - 4" PVC SIGNAL CONDUITS (IN LIEU OF 4) PER SCRRA ENGINEERING STANDARD 4001. 20. WIRE MESH TYPE FENCE SHALL NOT BE TALLER THAN 4' WITHIN 150' OF CROSSING. 21. CONCRETE HEADWALLS FOR STORM DRAINAGE 4 FEET IN HEIGHT OR WITHIN 20 FEET OF TRACK SHALL COMPLY WITH SCRRA DESIGN CRITERIA MANUAL SECTION 8.6.3. MS 4271 IP 120032 CITY OF RIVERSIDE - GENERAL NOTES: 1. NO PERSON SHALL PERFORM ANY CONSTRUCTION ACTIVITY OR INSTALL ANY OBJECTS WITHIN PUBLIC RIGHTS -OF -WAY OR EASEMENTS OF CITY OF RIVERSIDE WITHOUT A VALID CONSTRUCTION PERMIT OR, A STREET OPENING PERMIT OR AN ENCROACHMENT PERMIT ISSUED BY THE CITY PUBLIC WORKS DEPARTMENT. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAR THE RIGHT OF WAY IN ACCORDANCE WITH THE PROVISIONS OF LAW AS IT AFFECTS EACH UTILITY INCLUDING IRRIGATION LINES AND APPURTENANCES AND AT NO COST TO THE CITY. 3, CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RIVERSIDE DEPARTMENT OF PUBLIC WORKS, STANDARD DRAWINGS, ITS SUPPLEMENTAL NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION. 4. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. 5. WHEN A PORTION OF THE WORK IS TO BE DONE BY THE CITY, RCTC AND /OR CONTRACTOR SHALL GIVE THE CITY 60 -DAYS NOTICE SO THAT WORK CAN BE PROPERLY COORDINATED. CONTRACTOR SHALL PREPARE AND COMPACT THE SUBGRADE TO ELEVATIONS WITHIN -/- 0.1' OF THE DESIGN ELEVATIONS AND SHALL BE RESPONSIBLE FOR THE CONDITION OF THE SUBGRADE UNTIL ACCEPTED BY THE CITY. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY BARRICADING DURING THIS TIME. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING OR RE- ESTABLISHING AND REFERENCING SURVEY MONUMENTS DESTROYED, DISTURBED OR BURIED AS RESULT OF CONSTRUCTION SHOWN HEREON 7. WHERE NEW PAVEMENT IS TO JOIN THE EXISTING PAVEMENT, THE EDGE OF THE EXISTING PAVEMENT SHALL BE TRIMMED IN A SMOOTH AND STRAIGHT LINE. CONSTRUCT MATCH -UP PAVING AS SHOWN ON PLANS AND OVERLAY PAVING AS DIRECTED IN THE FIELD TO PRODUCE A SMOOTH SECTION. 8. WHERE NEW CONCRETE CURB, GUTTER AND SIDEWALK ARE TO JOIN EXISTING, EDGES SHALL BE TRIMMED IN SMOOTH AND STRAIGHT LINES TO PRODUCE SMOOTH SECTIONS. 9. ANY TRAFFIC CONTROL STRIPING OBLITERATED AND /OR BADLY WORN DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR WITHIN FIVE DAYS AFTER NOTIFICATION FROM THE CITY INSPECTORS. 10. STREET IMPROVEMENT WORK THAT WILL CAUSE DAMAGE TO THE DETECTOR LOOP(S) SHALL NOT BE PERFORMED UNTIL TRAFFIC SIGNAL MAINTENANCE PERSONNEL HAVE BEEN NOTIFIED AND NECESSARY TIMING ADJUSTMENTS ARE MADE TO MAINTAIN SIGNAL OPERATION. 11. CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (USA), PHONE u 1- 800-227 -2600, TWO WORKING DAYS BEFORE DIGGING. NO CONSTRUCTION PERMIT WILL BE ISSUED BY THE PUBLIC WORKS DEPARTMENT INVOLVING EXCAVATION FOR UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS BEEN PROVIDED AN INQUIRY IDENTIFICATION NUMBER BY USA. 12. CONTRACTOR TO GIVE RCFC 5 -DAYS WRITTEN NOTICE PRIOR TO STARTING WORK ON STORM DRAIN (OR DOING ANY WORK WITHIN RCFC EASEMENTS). RCFC ENCROACHMENT PERMIT NO. 13. IN PAVEMENT OVERLAY AREAS, ANY DISTRESSED EXISTING PAVEMENT SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE INSPECTOR PRIOR TO OVERLAYING WITH A.C. PAVING. 14. QUANTITIES SHOWN ARE FOR INFORMATION ONLY AND THE CITY OF RIVERSIDE IS NOT RESPONSIBLE FOR THEIR ACCURANCY, 15. ALL FLAGGED ELEVATIONS SHALL BE STAKED IN THE FIELD BY THE PRIVATE ENGINEER. 16. STREET OPENING PERMIT FOR CONSTRUCTION AND /OR MODIFICATION OF TRAFFIC SIGNAL FACILITIES IS REQUIRED. 17. ALL TRAFFIC SIGNS SHALL BE INSTALLED PRIOR TO OPENING THE STREET TO TRAFFIC. 18. SEE TRAFFIC SIGNAL PLANS X- FOR TRAFFIC SIGNAL FACILITIES AND STRIPING. 19. FINAL STRIPING FOR TRAFFIC CONTROL AND /OR PAVEMENT MARKING TO BE THE RESPONSIBILITY OF THE DEVELOPER. INFORMATION CONFIDENTIAL All pions drowings, specifications, and or mformotion furnished herewith shall remain the property of the Riverside County Transportation Commission and shall be held confidential: and shollnot be used for any purpose not provided for in agreements wi the Riverside County 7ronsportoti Commission REV. 10-18 FINAL DESIGN DATE PKACI ICAdLt hOR BY SUB. APP. DESIGN AND PLAN DESIGNED BY L. MANUEL DRAWN BY L. MANUEL CHECKED BY R. SILOS APPROVED BY L. MOHR DATE 10-18 -12 CITY OF PERRIS - GENERAL NOTES= 1. ALL WORK TO BE PERFORMED PER CITY OF PERRIS, RIVERSIDE COUNTY TRANSPORTATION, RIVERSIDE COUNTY FLOOD CONTROL, E.M.W.D., CALTRANS, AND THE CALIFORNIA MUTCD STANDARDS (LATEST EDITION). 2. CONTRACTOR SHALL APPLY TO, AND BE ISSUED A NO FEE ENCROACHMENT PERMIT BY THE CITY OF PERRIS PUBLIC WORKS DEPARTMENT (1015 SOUTH "G" STREET, PERRIS, CA 92570) BEFORE BEGINNING ANY WORK WITHIN AN EXISTING, CITY MAINTAINED PUBLIC STREET AND FOR UTILITY WORK. 3. CONTRACTOR IS REQUIRED TO INSTALL BLUE REFLECTIVE PAVEMENT MARKERS TO LOCATE FIRE HYDRANTS THROUGHOUT THE PROJECT AREA. 4, ALL STRIPING AND LEGENDS SHALL BE REPLACED IN -KIND EXCEPT WHERE NOTED OTHERWISE. ALL STRIPING TO BE PAINT (TWO COATS) AND ALL MARKINGS (INCLUDING CROSSWALKS) TO BE THERMOPLASTIC. ALL STRIPING AND PAVEMENTS TO BE PER CALTRANS STANDARDS. 5 THE CONTRACTOR IS REQUIRED TO REMOVE ALL CONFLICTING STRIPING AND LEGENDS BY WET SANDBLASTING. 6. PROTECT IN PLACE EXISTING MONUMENTS OR RECORD AND RESET SURVEY MONUMENTS BY A QUALIFIED REGISTERED SURVEYOR. 7, CONTRACTOR IS REQUIRED TO LOCATE AND ADJUST TO GRADE ALL EXISTING MANHOLES AND VALVE COVERS FOR WATER, SEWER, TELEPHONE, ELECTRIC, CABLE TV AND OTHER FACILITIES AS REQUIRED. 8, ALL EXISTING A.C. AND CONCRETE TO BE SAW -CUT WHERE WIDENING IS TO TAKE PLACE OR ADJACENT TO WHERE CONCRETE IS TO BE CONSTRUCTED. CONTRACTOR SHALL PROVIDE SMOOTH, UNIFORM TRANSITIONS FROM NEW AC AND CONCRETE. 9. APPLY WEED KILL TO ALL EXISTING WEEDS BETWEEN 1 -3 WEEKS PRIOR TO CONSTRUCTION AND REMOVE WEEDS. WEEDS SHALL BE REMOVED FROM ALL EXISTING PAVEMENT, CURB AND GUTTER, SIDEWALK (BETWEEN CURB AND SIDEWALK) AND WHEREVER IMPROVEMENTS ARE PROPOSED. 10. ALL DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY IN FIELD. 11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE NEW WORK FROM VANDALISM UNTIL THE IMPROVEMENTS HAVE BEEN ACCEPTED BY THE CITY AND A NOTICE OF COMPLETION HAS BEEN FILED. 12.CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (SOUTHERN CALIFORNIA) AND OTHER UTILITY COMPANIES AS NEEDED TO COORDINATE FOR PROTECTION AND /OR ADJUSTMENT OF UTILITIES, AS REQUIRED. 13. CONTRATOR IS RESPONSIBLE FOR CLEARING AND GRUBBING AND SHALL RELOCATE OR CAUSE TO BE RELOCATED EXISTING CONFLICTING UTILITIES. 14.95/ RELATIVE COMPACTION OF THE BASE AND 95/ RELATIVE COMPACTION OF THE TOP 12" OF SUBGRADE ARE REQUIRED PER TESTING PROCEDURES REQUIRED IN THE RIVERSIDE COUNTY ROAD DEPARTMENT SPECIFICATIONS. 15. CONTRACTOR SHALL BE RESPONSIBLE TO BRING CLEAN FILL OR EXPORT TO CONSTRUCT THE ROAD AS SHOWN HEREIN. OVERLAY JOINTS AND NEW PAVEMENT JOINTS SHALL BE CONSTRUCTED IN A MANNER TO MATCH NEW AND EXISTING PAVEMENT AND TO PROVIDE A SMOOTH TRANSITION. 16. ANY STOCKPILE OR STORAGE YARD ON PRIVATE PROPERTY MUST HAVE OWNER'S APPROVAL. 17, CONTRACTOR TO PROTECT IN PLACE EXISTING WATER MAINS, SERVICES AND OTHER UTILITIES SUCH AS GAS, CABLE TV, EDISON, TELEPHONE, ETC. 18. ANY WORK BETWEEN OCTOBER 15th AND APRIL 15th SHALL REQUIRE N.O.I. AND COMPLIANCE WITH SWPPP, AT CONSTRACTOR'S EXPENSE. 19. ALL EXISTING SIGNS NOT USED SHALL BE DELIVERED TO PUBLIC WORKS YARD AT 1015 S. G STREET. 20.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN COMPLIANCE WITH WATCH MANUAL, CALTRANS, AND THE PLANS. APPROVED - BY SCRRA I APPROVED - BY RCTC STV Incorporated TRANSPORTATION AZMCM AECOM USA, Inc. ENGINEERS /ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 515 S. Flower Street, 4th Floor 9130 ANAHEIM PLACE, SUITE 210 Los Angeles, CA. 90071 RANCHO CUCAMONGA, CA. 91730 -8540 T213.3307200 7211330.7201 www.aecnm.com CITY OF PERRIS - GENERAL NOTES: (CONTINUED) 21. EXISTING PUBLIC STREETS SHALL REMAIN OPEN TO THE PUBLIC DURING CONSTRUCTION AND BE MAINTAINED BY THE CONTRACTOR, UNLESS OTHERWISE PROVIDED IN THE PLANS AND SPECIFICATIONS. PUBLIC INCONVENIENCE WILL BE MINIMIZED AT ALL TIMES AND SUCH STREETS SHALL BE LEFT FREE OF DIRT AND DEBRIS AT THE END OF EACH WORKING DAY UNLESS PERMISSION IS GRANTED BY THE CITY ENGINEER. 22•CONTRACTOR IS RESPONSIBLE TO PROVIDE TRAFFIC CONTROL DEVICES AS NEEDED AND PROVIDE TWO -WAY ACCESS AT ALL TIMES. THE CONTRACTOR SHALL MAINTAIN THESE DEVICES AT ALL TIMES, INCLUDING HOLIDAYS, WEEKENDS, ETC. FLAGMAN SHALL BE UTILIZED AS REQUIRED TO PROVIDE TWO -WAY TRAFFIC DURING CONSTRUCTION. ACCESS TO INDIVIDUAL HOMES SHALL BE PROVIDED DURING AND AFTER CONSTRUCTION. 23,ANY DEVIATION FROM THESE PLANS IF PROPOSED BY THE CONTRACTOR MUST MEET CITY'S APPROVAL. THE CONTRACTOR IS RESPONSIBLE TO REIMBURSE THE CITY FOR ANY RELATED COST TO THE CITY ASSOCIATED WITH SUCH CHANGE. IN THIS EVENT, NO INCREASE IN CONTRACTOR'S COST WILL BE ACCEPTABLE. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT TO BE LIMITED TO NORMAL WORKING HOURS, AND CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. s Tak A S GRADE CROSSING - GENERAL NOTES SHEET 1 OF 2 CONTRACT NO. 1 J- J3- U49 -UU DRAWING NO. STA /SEGMENT DISCIPLINE/SEQUENCE S I W -001 REVISION SHEET N0, 523 OF 2599 SCALE 9 / ®L NO SCALE RIVERSIDE COUNTY - GENERAL NOTES= 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF -WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FORALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE WORK AREA, AND MILEPOST EQUIVALENTS BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR JUST RELOCATION COSTS OF ALL EXISTING UTILITIES. CONTRACTOR MUST INFORM COUNTY SCRRA PVL PVL ACCEPTABLE AS DIRECTED BY PERMIT STAFF AT 951 - 955-6790 OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR MP MP CROSSING TO BEGINNING OF CONSTRUCTION. 65.46 0.57 CITRUS ST 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY 65.71 1.00 PALMYRITA AVE TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, 65.96 1.24 COLUMBIA AVE LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 66.21 1.50 MARLBOROUGH AVE 66.74 2.02 SPRUCE ST 4. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING 67.38 2.66 BLAINE ST THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, 68.13 3.41 MT VERNON AVE GAS, STORM DRAINS. 69.80 5.02 POARCH RD 71.73 7.00 RIVER CREST DR 5. IT SHALL BE THE RESPONSIBILITY OF RCTC OR CONTRACTOR TO APPLY TO THE CALIFORNIA 82.90 18.10 SAN JACINTO AVE DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL 83.19 18.35 W 4th ST WORK PERFORMED WITHIN THE STATE RIGHT -OF -WAY. 83.40 19.10 W 7th ST 83.50 19.17 SOUTH D ST 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL AND MAINTAIN ALL 83.70 19.37 SOUTH PERRIS BLVD CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS 82.94 19.68 G ST AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND 84.00 19.87 EAST ELLIS DR WORKERS UNTIL FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 7. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE TAKEN BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD N0, 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 8. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 9. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, CONTRACTOR IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 10. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENTS PLANS, NO REVIEW OR APPROVAL OF THOSE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE TRANSPORTATION DEPARTMENT. 11. ®. CONSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS /DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NO0 WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB),PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. s rn N 0 0 r 0 N o_ U O O CL a r _ U • � O d.= 0"D C- o a0 a y ,,a it ;a)In 0 0./ U/ > 6 ® 8 N d o :3 OO C/ O - (D N. E CD O O u 1-0 a �•_,� � /o ° o ' tQ oov U t- N d In L tC CL v b t N I L U v t om N R N r7 CV "7 N -* N N oo o o C14 LO N b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE NOI WITH A VALID WDID NUMBER. 12. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. 13, EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND /OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. 14, RCTC TO MAINTAIN SAFETY LIGHTINGS AT THE GRADE CROSSINGS. PAYMENT FOR ENERGY COST FOR SAFETY LIGHTINGS SHALL BE BY SCRRA. 15. THE DESIGN EXCEPTION, DATED JUNE 6, 2011, FOR THE 22 -FOOT VERTICAL CURVE AT POARCH ROAD CROSSING WAS ADDRESSED AND APPROVED BY SCRRA AND CPUC. 16. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMEMNT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. MS 4271 IP 120032 Ail plans drawing9s, specifications, and ar Information furnished herewith shall remain the property of the Riverside County Tronsportation Commission and shall be held confidential; and shoilnot be used for any purpose not provided for in ogreements wl the Riverside County Transportoti Commission 10 -18- 12100% FINAL DESIGN REV. I DATE PRACTICABLE FOR ENGINEERING B SU8 APP. DES AND P LAN PREPARATION DESIGNED BY L. MANUEL DRAWN BY L. MANUEL CHECKED BY R. SILOS APPROVED BY L. MOHR DATE 10 -1812 APPROVED - BY SCRRA I APPROVED - BY RCTC TRANSPORTATION STV Incorporated AECOM USA, Inc. ENGINEERS / ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 515 S. Flower Street, 4th Floor 9130 ANAHEIM PLACE, SUITE 210 Los Angeles, CA. 90071 RANCHO CUCAMONGA, CA, 91730-8540 T213.330.7200 F213.330.7201 www.aec a"I 9 t GRADE CROSSING - GENERAL NOTES "4 SHEET 2 OF 2 CONTRACT NO. 13- JJ- U4U -UU DRAWING NO. STA /SEGMENT DISCIPLINE/SEQUENCE S W -002 REVISION I SHEET NO 524 OF 2599 SCALE NO SCALE r N M 0 0 3 N 0 0 N n. / U U ` v o -- a a Ua- 0 (D o.x UE� o 13 oN 1 CL ¢ a Of U C (n o a / U/ > oil o -� doo_o c C%' � O. O to Ea /` a o u W a a �"V N•vO/ Z) / 0 O p � la QOU �U N v ao 1 N 1 L U u. N . U . N U I O- Q P NMN�) N N O tO» 04 000 1� 0 O O Ir to 0 (0 N MS 4271 IP 120032 10-18-121100% F REV. 1 DATE DESIGN I Nh UNMAHUN CUN`IUEN iIA DESIGNED BY Allplons, drawings, specifications, L MANUEL and or informotion furnished herewith shall remain the property of the Riverside County DRAWN BY Tr ansportotion Commission and L MANU shallbe held confidential: and a shall not be used for any purpose not provided for in agreements with CHECKED BY the Riverside County Transportation Commission B. BALDERRAMA APPROVED BY CURRENT SCRRA CADD DRAFTING �p STANDARDS, GUIDELINES AND L. M OHR CRITERIA WILL BE FOLLOWED TO THE GREATEST EXTENT E APP. DESGNANDD PLAN PREPARATION DAT 10-18-12 RIVERSIDE COUNTY TRANSPORTATION COMMISSION APPROVED - BY SCRRA APPROVED - BY RCTC mss. F GRADE CROSSING — LEGEND AND ABBREVIATIONS STV Incorporated TRANSPORTATION ALZMxW ut AECOM USA, Inc. ENGINEERS / ARCHITECTS /PLANNERS /CGNSTRJCTION MANAGERS 515 S. Flower Street, 4th Floor 9130 ANAHEIM PLACE, SUITE 210 Los Angeles, CA. 90071 RANCHO CUCAMONGA, CA, 91730 -8540 T213.330.7200 F213.330.7201 www.aeoom.com 57 a CONTRACT NO- S I W -003 REVISION SHEET NO. 525 OF 2599 SCALE NO SCALE 2 :1 SLOPE 1 ON 2 0 NUMBER OR POUND DEFLECTION ANGLE 2 HORIZONTAL TO 1 VERTICAL 1 VERTICAL ON 2 HORIZONTAL AND AT CENTERLINE NOMINAL DIAMETER LEGEND= XI TIN bU �0 1 MONUMENT NO. COORDINATES, ELEVATION, AND DATUM SOIL BORING LOCATION AND NO. OR WORKPOINT D STRUCTURE CONCRETE X FENCE RETAINING WALL RETAINING WALL & FENCE TREE 218 CONTOUR FG 2190.00 GRADE SPOT ELEVATION _ ®— ®,® FLOW LINE xz FIRE HYDRANT SECURITY ACCESS GATE SIGNAL SHELTER WARNING DEVICE SAFETY LIGHTING � TOP OF SLOPE ! Y TOE OF SLOPE ABBREVIATIONS: AB AGGREGATE BASE E EAST M METERS R RIGHT ABUT ABUTMENT EA EACH MM MILLIMETERS RTE ROUTE ABV ABOVE E END OF BRIDGE MAINT MAINTAIN OR AC ASPHALTIC CONCRETE EC END OF CURVE MAINTENANCE S SOUTH, SLOPE OR SEWER ADJ ADJUSTABLE ECR END CURB RETURN MAX MAXIMUM SS SANITARY SEWER AGGR AGGREGATE EF EACH FACE MECH MECHANICAL SCH SCHEDULE ALT ALTERNATE EL /ELEV ELEVATION MED MEDIUM SCCRA SOUTHERN CALIFORNIA REGIONAL APPRQX APPROXIMATE ELEC ELECTRIC OR MH MANHOLE RAIL AUTHORITY APWA AMERICAN PUBLIC ELECTRICAL MIN MINIMUM SD STORM DRAIN WORKS ASSOCIATION EG EDGE OF GUTTER MISC MISCELLANEOUS SDMH STORM DRAIN MANHOLE AREMA AMERICAN RAILWAY EMH ELECTRICAL MANHOLE MLP METAL LIGHT POLE SECT SECTION ENGINEERING AND EMWD EASTERN MUNICIPAL MTL METAL SF SQUARE FEET MAINTENANCE -OF -WAY WATER DISTRICT MON MONUMENT SEC SECONDS ASPH ASPHALT EP EDGE OF PAVEMENT MUTCD MANUAL ON UNIFORM SHT SHEET ASTM AMERICAN SOCIETY FOR EQ EQUAL TRAFFIC CONTROL DEVICE SIG SIGNAL TESTING & MATERIALS EQUIP EQUIPMENT N NORTH SIM SIMILAR AVG AVERAGE EVC END VERTICAL CURVE NIC NOT IN CONTRACT SL SURVEY LINE EW EACH WAY NO NUMBER SMH SEWER MANHOLE OR SIGNAL BB BEGIN OF BRIDGE EXC EXCAVATION NOM NOMINAL MANHOLE BC BEGIN CURVE EXIST EXISTING NPDES NATIONAL POLLUTANT SPEC SPECIFICATION BCR BEGIN CURB RETURN EXP /EJ EXPANSION JOINT DISCHARGE SQ SQUARE BLDG BUILDING ELIMINATION SYSTEM SSPWC STANDARD SPECIFICATIONS FOR BLK BLOCK FH FIRE HYDRANT NTS NOT TO SCALE PUBLIC WORKS CONSTRUCTION BM BENCH MARK FDN FOUNDATION ST STREET BMP BEST MANAGEMENT FG FINISHED GRADE OC ON CENTER STA STATION PRACTICE FS FINISHED SURFACE Op OUTSIDE DIAMETER STD, STDS STANDARD, STANDARDS BOP BOTTOM OF PIPE FIN FINISH OR FINISHED OG ORIGINAL GROUND IL ST STEEL BOT BOTTOM FIG FIGURE OH OVERHEAD S STRUCTURAL BOW, BW BACK OF SIDEWALK FL FLOW LINE OPP OPPOSITE S SYMMETRICAL BVC BEGIN VERTICAL CURVE FLG FLANGE ORIG ORIGINAL SYS SYSTEM BW BOTH WAYS FLR FLOOR SW SIDEWALK FT FOOT OR FEET SWPPP STORMWATER POLLUTION C &G CURB AND GUTTER FTG FOOTING P POWER PREVENTION PLAN C CONDUIT FW FIRE WATER PB PULL BOX CA CALIFORNIA PCC POINT OF COMPOUND CURVE OR T TANGENT, TELEPHONE, TOP OR CB CATCH BASIN G PORTLAND CEMENT CONCRETE THICKNESS CC CENTER TO CENTER GA GAS GAUGE, GAGE PCF POUNDS PER CUBIC FOOT T &B TOP AND BOTTOM CCTV CLOSED CIRCUIT GAL GALLON PI POINT OF INTERSECTION TC TOP OF CURB OR TOP OF TELEVISION GALV GALVANIZED PIVC POINT OF INTERSECTION VERTICAL CONCRETE CF CURB FACE, CUBIC FOOT GB GRADE BREAK CURVE TF TOP OF FENCE OR CUBIC FEET G.O. GENERAL ORDER R PMH PLATE POWER MANHOLE 7G TOP OF GRATE CFS CUBIC FEET PER SECOND GPM GALLONS PER MINUTE POg POINT OF BEGINNING TOP TOT TOP OF PIPE TOTAL CI CIP CAST IRON CAST IRON PIPE GR GRADE POC POINT ON CURVE OR POINT OF TP TOP OF PAVEMENT CLR CLEAR GIRD GROUND CONNECTION TR TOP OF RIM CMP CORRUGATED METAL PIPE GV GATE VALVE POE POINT OF ENDING TW TOP OF WALL CMU CONCRETE MASONRY UNIT PP POWER POLE TEL TELEPHONE CO CLEANOUT HW,HDWL HEADWALL PRC POINT OF REVERSE CURVE TMH TELEPHONE MANHOLE COL COLUMN HGT HEIGHT PROJ PROJECTION OR PROJECT THK THICK COMM COMMUNICATION HR HANDRAIL PROP PROPOSED TRANS TRANSFORMER CONC CONCRETE HGL HYDRAULIC GRADE LINE PRVC POINT OF REVERSE VERTICAL TYP TYPICAL CONN CONNECTION HORIZ HORIZONTAL CURVE CONST CONSTRUCTION HP HIGH POINT PSF POUNDS PER SQUARE FOOT UG UNDERGROUND CONT CONTINUOUS, OR HPFL HIGH POINT FLOW LINE PSI POUNDS PER SQUARE INCH LINK UNKNOWN CONTINUATION HWY HIGHWAY PT POINT OF TANGENCY, PT LION UNLESS CORR CORRIDOR HT HEIGHT PVC POLYVINYL CHLORIDE OR OTHERWISE NOTED CP CONCRETE PIPE POINT OF VERTICAL CURVE USA UNDERGROUND CPUC CALIFORNIA PUBLIC ID INSIDE DIAMETER OR PVLM PERRIS VALLEY LINE MAIN SERVICE ALERT UTILITIES COMMISSION IDENTIFICATION PVMT PAVEMENT UV UTILITY VAULT CSP CORRUGATED STEEL PIPE IN INCH OR INCHES CY CUBIC YARD INSUL INSULATED OR Q RATE OF FLOW INSULATION V VALVE VAR VARIES DB DUCT BANK IFC ISSUED FOR RCB REINFORCED CONCRETE BOX VB VALVE BOX DIET DETAIL CONSTRUCTION RCP REINFORCED CONCRETE PIPE VC VERTICAL CURVE DI DRAIN INLET IE INVERT ELEVATION RCFCD RIVERSIDE COUNTY FLOOD VCP VITRIFIED CLAY PIPE DIA DIAMETER CONTROL DISTRICT VERT VERTICAL DIM DMH DIMENSION DRAIN MANHOLE JB JUNCTION BOX RCTC RIVERSIDE COUNTY DIST DISTANCE JS JUNCTION STRUCTURE TRANSPORTATION W WATER OR WEST COMMISSION W/ WITH DWG DRAWING RD ROAD WD WIDTH OR WOOD KO KNOCKOUT RED REDUCER OR REDUCING WLP WOODEN LIGHT POLE L LENGTH OR LENGTH REF REFERENCE W/0 WITHOUT OF CURVE REINF REINFORCEMENT OR WT WEIGHT LB POUND(S) REINFORCED W WATER LF LINEAL FEET REOD REQUIRED WM WATER METER LP LOW POINT REV REVISION WW WASTE WATER LT LIGHT/ LEFT ROW, R/W RIGHT OF WAY WWF WELDED WIRE FABRIC RPM,RPMS RAISED PAVEMENT MARKER(S) MS 4271 IP 120032 10-18-121100% F REV. 1 DATE DESIGN I Nh UNMAHUN CUN`IUEN iIA DESIGNED BY Allplons, drawings, specifications, L MANUEL and or informotion furnished herewith shall remain the property of the Riverside County DRAWN BY Tr ansportotion Commission and L MANU shallbe held confidential: and a shall not be used for any purpose not provided for in agreements with CHECKED BY the Riverside County Transportation Commission B. BALDERRAMA APPROVED BY CURRENT SCRRA CADD DRAFTING �p STANDARDS, GUIDELINES AND L. M OHR CRITERIA WILL BE FOLLOWED TO THE GREATEST EXTENT E APP. DESGNANDD PLAN PREPARATION DAT 10-18-12 RIVERSIDE COUNTY TRANSPORTATION COMMISSION APPROVED - BY SCRRA APPROVED - BY RCTC mss. F GRADE CROSSING — LEGEND AND ABBREVIATIONS STV Incorporated TRANSPORTATION ALZMxW ut AECOM USA, Inc. ENGINEERS / ARCHITECTS /PLANNERS /CGNSTRJCTION MANAGERS 515 S. Flower Street, 4th Floor 9130 ANAHEIM PLACE, SUITE 210 Los Angeles, CA. 90071 RANCHO CUCAMONGA, CA, 91730 -8540 T213.330.7200 F213.330.7201 www.aeoom.com 57 a CONTRACT NO- S I W -003 REVISION SHEET NO. 525 OF 2599 SCALE NO SCALE 2 :1 SLOPE 1 ON 2 0 NUMBER OR POUND DEFLECTION ANGLE 2 HORIZONTAL TO 1 VERTICAL 1 VERTICAL ON 2 HORIZONTAL AND AT CENTERLINE NOMINAL DIAMETER LEGEND= XI TIN bU �0 1 MONUMENT NO. COORDINATES, ELEVATION, AND DATUM SOIL BORING LOCATION AND NO. OR WORKPOINT D STRUCTURE CONCRETE X FENCE RETAINING WALL RETAINING WALL & FENCE TREE 218 CONTOUR FG 2190.00 GRADE SPOT ELEVATION _ ®— ®,® FLOW LINE xz FIRE HYDRANT SECURITY ACCESS GATE SIGNAL SHELTER WARNING DEVICE SAFETY LIGHTING � TOP OF SLOPE ! Y TOE OF SLOPE s N 0 0 0 N a / L) U 0 0 CL. Y U O. w s o U = C I 0 as a 7Ex Ct 0°U Ucno I0 0 0a 0 c (L) 0L0_ EV) u /a& CL CL W U N Ul In 0 0 0 U U U tl1 N N aaa h 1 I I •'7000 _crOfOf NMM.') O N N N 04'" V 0000 to to CONSTRUCTION NOTES N0. DESCRIPTION APPLICABLE STANDARD PLAN OR REFERENCE DRAWING N0. DESCRIPTION APPLICABLE STANDARD PLAN OR REFERENCE DRAWING NO DESCRIPTION APPLICABLE STANDARD PLAN OR REFERENCE DRAWING 1 6" CURB & GUTTER CITY OF RIVERSIDE STD. 200 - TYPE 1 RI VERSIDE COUNTY STD. 200 - TYPE A 39 BOLLARD SCRRA ES5107 79 NOT USED 2 8" CURB & GUTTER CITY OF RIVERSIDE STD. 200 - TYPE I RIVERSIDE COUNTY STD. 201 - TYPE 1A 40 SIGNAL SHELTER SEE DETAIL ON DWG S -W -005 80 METAL HANDRAIL SPPWC STD. PLAN 606 -3, TYPE A 41 PRECAST CONCRETE PANEL GRADE CROSSING SYSTEM SCRRA ES4201 3 8° CURB FOR EXISTING PAVEMENT CITY OF RIVERSIDE STD. 200 - TYPE 11 RIVERSIDE COUNTY STD. 203 - TYPE D -1 42 REINFORCED CONCRETE BLOCK WALL _ SPPWC STD. PLAN 601 - 3, TYPE 2 4 8" CURB CITY OF RIVERSIDE STD. 200 - TYPE II RIVERSIDE COUNTY STD. 204 - TYPE D 43 RIVER ROCK (CULTURED STONE TYPE CSV -2071) SIZE PER PLAN 5 4° PCC CONCRETE WALK CITY OF RIVERSIDE STD. 325 RIVERSIDE COUNTY STD. 401 44 CLASS 11 AB PER TYPICAL CROSS SECTION 6 RESIDENTIAL DRIVEWAY WITH A.C. DIKE RIVERSIDE COUNTY STD. 206 45 MAINTENANCE ROAD SEE DETAIL ON DWG S -W -007 7 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT CURB RIVERSIDE COUNTY STD. 207 46 GAS LINE 8 COMMERCIAL DRIVEWAY WITH SIDEWALK AT CURB RIVERSIDE COUNTY STD. 207A 47 TELEPHONE LINE CONSTRU SYMBOLS o CONSTRUCT RELOCATE EXISTING EXISTING TO REMAIN ❑Q REMOVE AND CONSTRUCT /RELOCATE ❑ REMOVE WORK BY OTHERS o PROTECT IN PLACE 9 CROSS GUTTER CITY OF RIVERSIDE STD. 220 RIVERSIDE CO UNTY STD. 209 48 ELECTRIC LINE 49 OV ERHEAD ELECTRIC 10 CROSS GUTTER WITH SPLASH AREA RIVERSIDE COUNTY STD. 210 50 STORM DRAIN LINE 11 ASPHALT CONCRETE DIKE RIVERSIDE COUNTY STD. 212 51 OIL PIPELINE 12 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT R/W CITY OF RIVERSIDE STD. 302 RIVERSIDE COUNTY STD. 213 52 SEWER LINE 13 AC PAVEMENT PER TYPICAL SECTION 53 WATER LINE 14 COLD MILL EXISTING AC 54 OVERHEAD CABLE TELEVISION 15 SAWCUT 55 COMMUNICATIONS LINE 16 CURB INLET CATCH BASIN CITY OF RIVERSIDE PER DRAINAGE PLAN RIVERSIDE COUNTY STD. 300 56 FIBER OPTIC LINE 17 ASPALT PAVEMENT FOR GRADE CROSSING SCRRA ES4001 57 NOT USED 58 NOT USED 18 CURB RAMP CITY OF RIVERSIDE STD. 304 RIVERSIDE COUNTY STD. 403 59 MANHOLE CITY OF RIVERSIDE STD. 431 19 TREE 60 CONCRETE ENCASEMENT SEE DETAIL ON DWG S -W -007 20 SAFETY LIGHTING 61 62 18" R 24" RCP DLOAD PER PROFILE DLOAD PER PROFILE 21 STREET SIGN j 22 CURB WALL 63 � 30" R DLOAD PER PROFILE 23 TRAFFIC SIGNAL PULL BOX 6 4 36" RCP OLOAD PER PROFILE 24 RETAINING WALL SPPWC STD. PLAN 610 -3, TYPE 1 65 42" RCP DLOAD PER PROFILE 25 FIRE HY DRANT RIVERSID COU NTY STD. 701 66 8° PVC PIPE 26 WATER METER RIVERSIDE COUNTY STD. 700 67 SLOTTED CSP DRAIN CALTRANS STD. PLAN D98A 27 'MANHOLE ( 68 CONCRETE HEADWALL SCRRA ES6302 28 UTILITY POLE 69 CATCH BASIN CITY OF RIVERSIDE STD. PER PLAN 29 UTILITY POLE ANCHOR 70 CONCRETE COLLAR CITY OF RIVERSIDE STD. 424 RCFC & WCD STD. M803 30 BARRICADE CITY OF RIVERSIDE STD. 180 RIVERSIDE COUNT STD. 810 71 JUNCTURE STRUCTURE CITY OF RIVERSIDE PER PLAN RCFC & WCD PER PLAN 31 PEDESTRIAN WARNING DEVICE AND GATE W/ FLASHER - SCRRA ES8309 72 _._ PIPE, SIZE & MATERIAL 32 WARNING DEVICE ASSEMBLY (CPUC NUMBER ON PLAN) CPUC GENERAL ORDER NO. 75 -D 73 8" PERFORATED DRAIN PIPE (A) SPECIAL CONDITION SCRRA ES4201 (A) SEE NOTE PER PLAN 33 PEDESTRIAN SWING GATE SCRRA ES4002 34 PEDESTRIAN WARNING DEVICE AND GATE SCRRA ES8308 74 RIPRAP SEE DETAIL ON DWG S -W -007 35 DETECTABLE WARNING STRIP CALTRANS RSP NO. A88A 75 8" DRAIN PIPE 36 PEDESTRIAN BARRICADE AND METAL HAND RAILING I SCRRA ES4005 76 8" ELBOW 37 WIR M TYP FENC SCRRA ES5105 _ 77 CLEANOUT CITY OF RIVERSIDE STD. 560 RIVERSIDE COUNTY STD. 603 38 SECURITY ACCESS GATE SCRRA ES5107 78 CONCRETE DROP INLET RCFC & WCD STD. CB110 NOTE: CONSTRUCTION OF ALL ABOVE -NOTED ITEMS SHALL BE IN FULL CONFORMANCE WITH THE APPLICABLE STANDARD PLANS OR REFERENCE DRAWINGS NOTED, UNLESS OTHERWISE INDICATED ON THE LOCATION- SPECIFIC PLANS. MS 4271 IP 120032 )RMATION CONFIDENTIAL ms, drawings, specifications, or information furnished with shatlremain the property ie Riverside County be r ortation Commission and held confidential; and not be used for any purpose ,rovided for in agreements w X10 -18- 121100% FINAL DESIGN REV. I DATE I STANDARDS, GUIDELINES AND CRITERIA WILL BE FOLLOWED TO THE GREATEST EXTENT PRACTICABLE FOR ENGINEERING BY SUB APP DESIGN AND PLAN PREPARATION DESIGNED BY L. MANUEL DRAWN BY L. MANUEL CHECKED BY B. BALDERRAMA APPROVED BY L. MOHR DATE 10 -18 -12 APPROVED - BY SCRRA STV Incorporated ENGINEERS /ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 9130 ANAHEIM PLACE, SUITE 210 RANCHO CUCAMONGA, CA. 91730 -8540 APPROVED - BY RCTC TRANSPORTATION AECOM USA, Inc. 515 S. Flower Street, 4th Floor Los Angeles, CA. 90071 T 213.330.7200 F 213.330.7201 wwwzacom.com s i ■ r � 7 fl, 7 GRADE CROSSING - CONSTRUCTION NOTES Itz CONTRACT NO. 1 J - 5- U49 -UU DRAWING NO. STA /SEGMENT DISCIPLINE /SEQUENCE S W -004 REVISION SHEET NO. 526 OF 2599 I SCALE OL NO SCALE PVLM TRACK A SEE NOTE 1 RCTC R/W I I COMPACTED FILL SIGNAL I SHELTER EXISTING GROUND � I TOP OF PAD SEE NOTE 3 FOR PAD ELEV DRAINAGE DITCH REFER TO TRACK PLANS FOR DITCH LOCATIONS SECTION SIG NAL SHELTER PAD - CASE 1 NTS - -_— ---------------- - - - - -- RCTC R/W TOP OF 2' DRAINAGE DITCH AS REQD BY TRACK PLANS TRACK � NTS 1. FOR DISTANCE "A" REFER TO ROADWAY IMPROVEMENT PLAN AND PROFILE DRAWINGS. PVLM TRACK 2. SLOPE PAD FOR SIGNAL SHELTER SHALL BE 2%. L LO O O r 3 0 0 N a i L U O O O. O_ _: U— O N C i u E. 1 a'D oN a f CL 0 2: l a � C () 5a)N o ni U/ > I� L _06— O O I j as L E N- u noCOL U O > f N UJ. O O P ` IQ o0U Q. U) s CCNN �c� CL I N y U ~ `o af I I Or � � P N rryNM CN d N N p O O CN cli 3 ?i A � SEE NOTE 1 Z SIGNAL SHELTER I' RCTC R/W I I /4COMPACTED FILL I — EXISTING GROUND - TOP OF PAD SEE NOTE 3 FOR PAD ELEV SECTI SIGN SHEL P AD C 2 NTS MS 4271 IP 120032 10- 18- 121100% FINAL DESIGN REV. DATE APPROVED - BY SCRRA I APPROVED - BY RCTC TRANSPO " STV Incorporated AECOM USA, Inc. ENGINEERS /ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 515 S. Flower Street, 4th Floor 9130 ANAHEIM PLACE, SUITE 210 Los Angeles, CA. 90071 RANCHO CUCAMONGA, CA. 91730 -8540 T213.330.7200 F213.330.7201 W W Maecom.com f 0 4' — CL CROSSING QUADRANT I Nr UMMAIIVIN wrvr ULIN nA DESIGNED BY CITRUS SW All plans, drawingqs, specifications, and or Informafion furnished L . MANUEL PALMYRITA NW herewith shall remain the property of the Riverside County DRAWN BY COLUMBIA SW Transportation Commission and M. SEABEES MARLBOROUGH NE shall be held confidential; and sholl not be used for any purpose 967.0 CHECKED BY R SIL NW 2 not provided for in agreements with the Riverside County Transportation Commission - -- SW 2 1099.0 MT. VERNON ® 1 1186.0 APPROVED BY CURRENT SCRRA CARD DRAFTING STANDARDS, GUIDELINES AND 2 1359.0 L. MOH R SE 1 1541.0 SAN JACINTO CRITERIA WILL BE FOLLOWED DATE 10-18-12 1455.0 WEST 4TH STREET TO THE GREATEST EXTENT PC ABL FOR ENGINEERING DESK B y APP. SUB. NE D PLAN PREPARAT 1455.0 APPROVED - BY SCRRA I APPROVED - BY RCTC TRANSPO " STV Incorporated AECOM USA, Inc. ENGINEERS /ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 515 S. Flower Street, 4th Floor 9130 ANAHEIM PLACE, SUITE 210 Los Angeles, CA. 90071 RANCHO CUCAMONGA, CA. 91730 -8540 T213.330.7200 F213.330.7201 W W Maecom.com f 0 4' — CL CROSSING QUADRANT CASE PAD ELEV. CITRUS SW 2 961.0 PALMYRITA NW 2 961.0 COLUMBIA SW 2 958.0 MARLBOROUGH NE 2 967.0 SPRUCE NW 2 1022.5 WEST BLAINE /WATKINS SW 2 1099.0 MT. VERNON SW 1 1186.0 GERNERT /POARCH SW 2 1359.0 RIVER CREST SE 1 1541.0 SAN JACINTO SE 2 1455.0 WEST 4TH STREET SE 2 1457.0 WEST 7TH STREET NE 2 1455.0 SOUTH D STREET NE 2 1451.0 SOUTH PERRIS NE 2 1438.5 G STREET SE 2 1425.5 EAST ELLIS NE 2 1419.5 NOTES: 3. SIGNAL SHELTER PAD ELEVATION SHALL BE TOP OF RAIL ELEVATION OR HIGHER, AS INDICATED IN THE TABLE ABOVE AND AS SHOWN IN THE DRAINAGE AND GRADING PLANS. 4. REFER TO SYSTEM PLANS FOR SIGNAL SHELTER DIMENSIONS AND ORIENTATION. sat GRADE CROSSING DETAILS s SHEET 1 OF 3 ,701 S I W -005 REVISION SHEET NO. 527 OF 2599 SCALE 9 S 7 ® NO SCALE ®--- _ - ® - ®- __ PVLM TRACK EDGE OF NEW CONC. GRADE CROSSING PANEL : z CONST. SOLID CONC. "NOSE" "R" AS SHOWN ON PLAN PAVEMENT SECTION 8" CURB (TYP) CRUSHED AGG.BASE (CAB) OR AC OVERLAY �— CRUSHED AGG. BASE (CAB) OR COMPACTED CLEAN NATIVE SOIL EXISTING GRADE LINE COMPACTED CLEAN NATIVE SOIL TACK COAT SURFACES 8" CURB (TYP) N to 0 0 0 0 N > EL e r U 0 o -• CL a i a a z u E w! o - 0 oV1 o t a0¢ 2-a cr U V) U% > O � U —0 0 c � 0 na 0 N Ea��o n ; a a = (0 U O 0 "00 O lQ a0U g o rs a n . " C 00 N-x � AN N C J N al O i� U WU U l I N 7 N N M N N N0)N ON 0 0 O a O O O C N 333 NTS 10' MIN. 12" 0.15' GRIND- & OVERLAY AC EXI STING SEE NOTE 1 SEE NOTE 2 AND 3 NEW PAVEMENT SECTION r 4" AC x L AB VARIABLE AC CAP 4" MAX 11/2" � AC SEE NOTE 1 11/2" VARIABLE AC CAP SEE NOTE 2 APPLY J 1/2° TACKCOAT 4" - PCC CONCRETE SIDEWALK OR MATCH EXISTING MATERIAL (FINISH PATTERN AND COLOR) 2'SAWCUT AND REPLACE STREET CONST N 1 % (CROWN LINE) VARIES SEE GRADE CROSSING PLAN 4" - PCC CONCRETE SIDEWALK OR MATCH EXISTING MATERIAL (FINISH PATTERN AND COLOR) 2'SAWCUT AND REPLACE PAVEMENT SECTION (TYP) COLD MILL AND TACK COAT SURFACES 1 1/2" V. 8 APPLY TACKCOAT 2' -6'° 8" MINA EXISTING BASE SAW CUT CAB COLD PLANE COARSE TO REMAIN VARIES - REMOVE EXISTING MIN 2' WIDE AC PAVEMENT V SEE NOTE 2 = THICKNESS FOR AC AND AB PER TYPICAL SECTIONS NOTES= 1. APPLY 6" WIDE SEAL COAT CENTERED AT PAVEMENT JOIN. 2. APPLY TACK COAT WHERE NEW AC IS PLACED ON EXISTING AC. 3. SAWCUT EXISTING AC. TYPICAL PAVEMENT JOINS NTS TAMPER RESISTANT / FASTENERS AT ONE SIDE OF SUPPORT POSTS BLACK POWDER COAT a STEEL TUBULAR HORIZONTAL FINISH (TYPICAL FOR ALL v 5' -0" RAIL 1'X2" SECTION WITH 0.125" FENCE COMPONENTS) N PREFABRICATED FENCE PANEL WALL THICKNESS 0 TOP OF RAIL D, ° o e . D. ° ' D MS 4271 IP 1 20032 10- 1842100% FINAL DESIGN REV. I DATE NOTES: 1. COLD PLANING SHALL ALSO OCCUR IN CASES WHERE THERE IS EITHER AN AC BERM OR NO CURB /BERM 2. VARIABLE AC CAP TO BE 1 1/2" MIN. TO 4" MAX. SEE SPECIFIC GRADE CROSSING PROFILE. a 1 r 1 r SECTION - NEW MEDIAN ISLAND ON EXISTING OR NEW PAVEMENT NTS REMOVE PAVEMENT AND MEDIAN 2' VARIES 2' j3/8" ABOVE LIP SEE PLAN EXIST L� a PAVEMENT (TYP.) L _J L_ J FILL VOID WITH 8" CAB UNDER - AC 1 1/2" THICKNESS FOR AC PER TYPICAL SECTIONS SECTION - REMOVAL OF EXIST. MEDIAN ISLAND K` r NTS 2%" x 2%" SQUARE POST WITH 3 /32" WALL THICKNES SOLID SQUARE Sl PICKET MAX 4" CENT oo a CENTER (TYP) ° D ° D CONCRETE PIER ° FOUNDATION o . FENCING PER MODIFIED SCRRA STD. ES51028 CD I 1 1 l I 1 1 I I I I I I I I I I I I I I I I I L I GALVANIZED STEEL FENCE W/ EPDXY BASE E -COAT FINISH, BLACK COLOR TO �. TYP 1 I 1 I I I I I I 1 I 11 D I I I I I I I I L I I - -1 PICKET TOP DESIGN TOP RAIL 3/4" PICKETS BOTTOM RAIL FINISH o- 0 i q. z 0 4 U 0- J CD J > C59 W= tj vlf)f 0 L� �I PICKET TOP DESIGN TOP RAIL 2 -1/2" X 2 -1/2" X 12 GA POST BEYOND 3/4" PICKETS BOTTOM RAIL FINISH GRADE GRADE - I i I GALVANIZED STEEL I I FENCE W/ EPDXY BASE, I E -COAT FINISH, FOOTING, I I I BLACK COLOR FOOTING, SEE 02 R -f ES 5102 & ES 5104 I �I ES 5104 I I SECTION C NTS FENCING PER MODIFIED SCRRA STD. ES5104 NTS T I ALLY I CONTRACT . DRAWING N0 3 O4 . STA /SEGMENT DISCIPLINE/SEQUENCE l,A S W -006 REVISION SHEET NO. fA GRADE CROSSING DETAILS 528 of 2599 X� VT Tk ` SHEET 2 OF 3 SCALE `3,.c I ' � r 0 1 5 7 1 . NO SCALE � t STREET CONST i VAR I IES SEE ROADWAY IMPROVEMENT PLAN NTS IN FORMATION CONFIDENTIA DESIGNED BY ons, Ail plans,w L MANUEL ` RIVERSIDE COUNTY TRANSPORTATION COMMISSION Ong or mfarfor furura?lsspinishehesd e herewith shall remain the property of the Riverside County DRAWN BY Transportation Commission and shall be held confidential: and shollnot be used for any purpose M. SEARLES - APPROVED BY SCRRA APPROVED - BY RCTC not provided for in agreements with the Riverside County Transportation Commission CHECKED BY p gALDERRAMA B APPROVED BY STV Incorporated TRANSPORTATION CURRENT SCRRA CADD DRAFTING STANDARDS, GUIDELINES AND L. MOHR O AECOM USA, Inc, CRITERIA WILL BE FOLLOWED — ENGINEERS/ ARCHITECTS /PLPNNERS /CONSTRUCTION MANAGERS 515 S. Flower Street, 4th Floor TO THE GREATEST EXTENT T IC A BL APP. DATE Q 1 ® -1 -1 9130 ANAHEIM PLACE, SUITE 210 RANCHO CUCAMONGA, CA, 91730 -8540 Los Angeles, CA. 90071 T213.330.7200 F213.330.7201 www.aecom.com BY SUB DES P PR GALVANIZED STEEL FENCE W/ EPDXY BASE E -COAT FINISH, BLACK COLOR TO �. TYP 1 I 1 I I I I I I 1 I 11 D I I I I I I I I L I I - -1 PICKET TOP DESIGN TOP RAIL 3/4" PICKETS BOTTOM RAIL FINISH o- 0 i q. z 0 4 U 0- J CD J > C59 W= tj vlf)f 0 L� �I PICKET TOP DESIGN TOP RAIL 2 -1/2" X 2 -1/2" X 12 GA POST BEYOND 3/4" PICKETS BOTTOM RAIL FINISH GRADE GRADE - I i I GALVANIZED STEEL I I FENCE W/ EPDXY BASE, I E -COAT FINISH, FOOTING, I I I BLACK COLOR FOOTING, SEE 02 R -f ES 5102 & ES 5104 I �I ES 5104 I I SECTION C NTS FENCING PER MODIFIED SCRRA STD. ES5104 NTS T I ALLY I CONTRACT . DRAWING N0 3 O4 . STA /SEGMENT DISCIPLINE/SEQUENCE l,A S W -006 REVISION SHEET NO. fA GRADE CROSSING DETAILS 528 of 2599 X� VT Tk ` SHEET 2 OF 3 SCALE `3,.c I ' � r 0 1 5 7 1 . NO SCALE � t STREET CONST i VAR I IES SEE ROADWAY IMPROVEMENT PLAN L N O O N t0 O N d O t U a O O O. d O N a 2 u E1 Oa v to n Cl. 0 U oO/ U/ > _ O � O - 0 7 N ad p N a) E O- O u .r- a �>� V) %OO � IQ o ®U U I-- / d /U.N to / C , c C N C J !Z O O I N I U n 04 n _N to CV N? O N p O O N t0 t0 t0 04 $ji ji I 0 a 0 0 N 0_ r U 0 a U 0 75 L 75 U = C I o ago I c E Of Ucn� 00 2 COa L o N /2 y 0 t � u C o. a CL WuN� / 0 0 0 0 0 0 U U U 0 I I I �rr-r 004M O N N N N 0 0 C "00 C Nto (D U0 N 3 OP OF CU C0 c®M 5p M a1 l CD r Ln W 1577 2.02/ 0' 0 6" CURB 9.93.94 EDGE. OF PANEL HORIZ1 " =20 E 6232935.36 _S89' Q — — - CITRUS STREET 8.00 400° NO. R A L T 1O 2' 1 80' 00' 00" 6.28' - 22 2' 180 6.28' - 03 20' 24 °47'39" 14.19' 4.40' 23 TRAFFIC SIGNAL PULL BOX N 2 24 RETAINING WALL VERSID 2 25 FIRE HYDRANT 26 WATER METER 27 MANHOLE `s 28 UTILITY POLE Q M Lb ' 3 O) ^ uo .... CO COUNTY OF RIVERSIDE R/W 3 s, 31 PEDESTRIAN WARNING DEVICE AND GATE W/ FLASHER 2 M 32 WARNING DEVICE ASSEMBLY 33 PEDESTRIAN SWING GATE C3) _ - , - - B _ _ — ;� 47a STA 1200.00 3 03 N W N 12267.7 3 36 PEDESTRIAN BARRICADE AND METAL HAND RAILING E 6233335.31 37 WIRE MESH TYPE FENCE 38 SECURITY ACCESS GATE 03 1 1200 3 39 BOLLARD bi °2.35% 9.93.94 EDGE. OF PANEL HORIZ1 " =20 E 6232935.36 _S89' Q — — - CITRUS STREET 8.00 400° NO. R A L T 1O 2' 1 80' 00' 00" 6.28' - 22 2' 180 6.28' - 03 20' 24 °47'39" 8.65 4.40' 23 TRAFFIC SIGNAL PULL BOX N 2 MS 4271 IP 120032 10 -18 -12 100% FINAL DESIGN REV. I DATE ROTC R/W r Ln Q _61 > . w n; M uT V) v w Cfl 09 )G rim J > w 3 1n.n v M 0� E LLJ °J.4/. , ��I _fRANz ,E OF PANEL TOP OF CURB vAUv0M ts rct�alVtrc 37' 1 JOIN EXIST 37 L =3g' CITRUS STREET SrA 10 ;00.00 FENCE $ "xl® ' 40 RCTC R/W [ CITY OF L =27 37 f RIVERSIDE R/W 39 TYP COUNTY OF RIVERSIDE R/W ' 6 9 ;4� [ 20 15 10 5 0 20 RC TC L =1238 [ R / W \� i = 201- DESIGNED BY CITY OF RIVERSIDE, CALIFORNIA L. MANUEL RIVERSIDE COUNTY TRANSPORTATION COMMISSION DEPARTMENT OF PUBLIC WORKS DRAWN BY _- L . MANUEL APPROVED BY SCRRA APPROVED - BY RCTC APPROVED BY BY DATE APPROVED BY -- CAPITAL PROJECTS CHECKED BY py R. SIL TRANSPORTATION ENGINEERING MANAGER - -- APPROVED BY STV Incorporate CITY ENGINEER /PW DIRECTOR IJ AECOM USA, Inc. TRAFFIC ENGINEERING L . M ®HR ENGINEERS/ARCHITECTS/PLANNERS/CONSTRUCTION MANAGERS 515 S. Flower Street, 4th Floor CONTRACTS ADMIN. 9130 ANAHEIM PLACE, SUITE 210 Los Angeles, CA. 90071 DATE DATE RANCHO CUCAMONGA, CA. 91730 -8540 12 T 213.330.7200 F 213.330.7201 www.aecom.com APP 10 I • I I 533 Of 25991 Vie ROADWAY IMPROVEMENTS SCALE -20' 1 " =20' PLAN AND PROFILE c . q _ VERT 1 " =4' °� �� CPUC NO 002X -0 70 MP 0 7 USDOT NO 027301Y REVISION SHEET NQ. R +nn q +00 10 +nn 11 +00 I 1 19 TREE 20 SAFETY LIGHTING 21 STREET SIGN 12 + +00 2 22 CURB WALL 23 TRAFFIC SIGNAL PULL BOX N 2 24 RETAINING WALL VERSID 2 25 FIRE HYDRANT 26 WATER METER 27 MANHOLE 28 UTILITY POLE 29 UTILITY POLE ANCHOR ' 3 30 BARRICADE COUNTY OF RIVERSIDE R/W 3 31 PEDESTRIAN WARNING DEVICE AND GATE W/ FLASHER _ 3 32 WARNING DEVICE ASSEMBLY 33 PEDESTRIAN SWING GATE - - - 3 34 PEDESTRIAN WARNING DEVICE AND GATE 35 DETECTABLE WARNING STRIP STA 1200.00 3 03 N N 12267.7 3 36 PEDESTRIAN BARRICADE AND METAL HAND RAILING E 6233335.31 37 WIRE MESH TYPE FENCE 38 SECURITY ACCESS GATE 03 1 1200 3 39 BOLLARD CITRUS ST CONST 4 40 SIGNAL SHELTER M M 4 41 PRECAST CONCRETE PANEL GRADE CROSSING SYSTEM 42 DECORATIVE BLOCK WALL 43 RIVER ROCK 44 CLASS II AB PER TYPICAL CROSS SECTION OUNTY OF RIVERSIDE R/W 4 45 MAINTENANCE ROAD NOTES= 1. REFER TO DRAWING S -W -003 FOR LEGEND AND ABBREVIATIONS. COUNTY OF RIVERSIDE 2 2. REFER TO DRAWING S -W -004 FOR CONSTRUCTION NOTES. T AT ON DEPARTMENT F 3. REFER TO TRACK PLANS APPROVED BY ATE - �/ F 4. REFER TO SYSTEMS PLANS FOR DETAILS OF ALAN FRENCH, HE P INSTRUMENT SHELTERS. R.C.E. N °. ExP. DATE 5 AC PAVEMENT ALONG RECOMMENDED Cc A ALL SAWCUT LINES. _ C CONTRACT NO. C07- 33- 123 -00 STA/ DISCIPLINE /SEQUENCE IT STREET I I A W -101 REVISION SHEET NQ. R +nn q +00 10 +nn 11 +00 PROFILE HORIZ 1" =20' VERT 1 " =4' r N O Q N d t U 0 O a V a QD L 0 U = C i 0 a� a I >` a Q cEX o°v U O cn cn I o/ L CO O- aN /� 0 �a1aa 0 w // of g ! as yaa W U N N N /// 000 000 U U U aaa I I I U U U rrr 0�� 1 I I Ne'iMM ® N N N Nv N' O O O N (D (D i •` C L ITRUS STREET 8 *00 IVIJ ' -ter I Ir IGVUJC 10 -18- 12100% FINAL DESIGN REV. I DATE 9 1 0 p 1 e E vi l x 0 x A I W -102 REVISION SHEET NO. 534 OF 2599 1111E HOR I Z 1"=20' VERT 1 " =4 x +01 N _. CITRUS STREET CONST 12 +00 20 15 10 5 0 20 40 1 1 1 1 1 = 201 -0" — r 1 e 0 RCTC R/W CITY OF RIVERSIDE R/W " { o pVLM TRACK COUNTY OF RIVERSIDE R/W i e ie \1 CITY OF RIVERSIDE, CALIFORNIA DEL;NEMANUEL RIVERSIDE COUNTY TRANSPORTATION COMMISSION D EPARTMENT UBLIC WORKS DRAWN BY L. MANUEL APPROVED BY SCRRA APPROVED — BY RCTC APPROVED By BY DATE APPROVED BY CAPITAL PROJECTS CHECKED BY R. SIL ENGINEERING MANAGER STV Incor orated TRANSPORTATION _® APPROVED BY TRAFFIC ENGINEERING CITY ENGINEER PW DIRECTOR / L M ®HR ENGINEERS /ARCHITECTS: PLANNERS /CONSTRUCTION AECOMO Inc. CONTRACTS ADMIN. DATE w MANAGERS 0 9130 ANAHEIM PLACE,SUITE 210 515 S. F l o wer Wef SfP @ef, 41h FCOf Los Angeles, CA. 90071 BY APP. DATE 10 - 1 8-1 2 RANCHO CUCAMONGA, CA, 91730 -8540 T213.330.7200 F213.330.7201 www.aecom.com SUB. A I W -102 REVISION SHEET NO. 534 OF 2599 1111E HOR I Z 1"=20' VERT 1 " =4 x +01 N _. CITRUS STREET CONST 12 +00 20 15 10 5 0 20 40 1 1 1 1 1 = 201 -0" r M CN a �o 0 a / r V 0 0 0 a e V Q eU . L O U = c 1 0 as 0- ei I T Q � o°U U I"/ coo ON/ � O L(D aa a w ✓ or L 11 as CL CL W U U) V) '0'0 v 00 o 0 0 0 V V V Mil tl.d U U U I— N U U U Q'A'Q i I r n n N N N O -cr N O O O t t t 04 / CITY OF RIVERSIDE R/W JOIN 1 EXIST 9 +00 MINOR CONCRETE a5 ISLAND PAVING 5 JOIN C EXIST MS 4271 IP 120032 10 -18- 12100% FINAL DESIGN REV. DATE CITY OF RIVERSIDE R/ e e e e I ROTC R/W HEADWALL (TYP) O 37 38 O O O O O 12" SOLID WHITE O STRIPE (TYP) + co a m Fn M. �o 15.00' er e CF EG VEHICLE DETECTION LOOPS, SEE NOTE 1 26' GATE ARM a I C e 13 e e E I 5 C F— e BACK OF x SIDEWALK II ' TA 9 +7; 20 36.5 RT. N +?5L 2T. R =6 TYP) 1131 D TW PVLM TRACK C CTC R/W 965.0 O 37 0 38 O SEE NOTE 2 24 L =60' 39 TYP O O TW EL . 9'63.5 ® 13 STA 10.15.83 32 Ni 0 28.5' LT. 0 (@ AL L 1 -34. 3 1' LT. N k (TYP) E )-{1 R =6" 26' GATE ARM 41 1.25' EG f--CF J I H I V" +/ e 90.5 RT. TW L. 96 e e Lr) I as e if _ 11 e eL N I e I e e I e JOIN EXIST e BEGIN RET WALL STA 10.45.90 06 Z 30.5' RT. I_ EL. 962.5 e e.a7 C NTS � 111�5'/_1■i mkitells e e e CF I E e e I e e I e BACK OF SIDEWALK � r CONSTRUCTION SYMBOLS O CONSTRUCT O J REMODEL EXISTING F-� EXISTING ❑O REMOVE AND CONSTRUCT REMOVE ( , WORK BY OTHERS CD PROTECT IN PLACE CONSTRUCTION NOTES: 1 6" CURB & GUTTER PER RIVERSIDE COUNTY STD 200 )M OF 2 8" CURB & GUTTER PER RIVERSIDE COUNTY STD 201 JATION 3 8" CURB FOR EXISTING PAVEMENT PROVIDE FILL NI PER RIVERSIDE COUNTY STD 207A 8 COMPACTED TO 4 8" CURB PER RIVERSIDE COUNTY STD 204 I�z 90/ 5 4" PCC CONCRETE ti RETAINING WALL 11 6 RESIDENTIAL DRIVEWAY WITH A.C. DIKE LIMITS OF E XCAVATION 7 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT CURB e BEGIN RET WALL STA 10.45.90 06 Z 30.5' RT. I_ EL. 962.5 e e.a7 C NTS � 111�5'/_1■i mkitells e e e CF I E e e I e e I e BACK OF SIDEWALK � r CONSTRUCTION SYMBOLS O CONSTRUCT O J REMODEL EXISTING F-� EXISTING ❑O REMOVE AND CONSTRUCT REMOVE ( , WORK BY OTHERS CD PROTECT IN PLACE CONSTRUCTION NOTES: 1 6" CURB & GUTTER PER RIVERSIDE COUNTY STD 200 )M OF 2 8" CURB & GUTTER PER RIVERSIDE COUNTY STD 201 JATION 3 8" CURB FOR EXISTING PAVEMENT 5 MINOR CONCRETE ISLAND PAVING 27 MANHOLE JOIN 28 UTILITY POLE EXIST 29 UTILITY POLE ANCHOR 30 BARRICADE 31 PEDESTRIAN WARNING DEVICE AND GATE W/ FLASHER 32 WARNING DEVICE ASSEMBLY 33 PEDESTRIAN SWING GATE 34 PEDESTRIAN WARNING DEVICE AND GATE 35 DETECTABLE WARNING STRIP 36 PEDESTRIAN BARRICADE AND METAL HAND RAILING COUNTY OF RIVERSIDE R/W N 37 WIRE MESH TYPE FENCE 37 38 SECURITY ACCESS GATE 39 BOLLARD _ - 40 SIGNAL SHELTER 41 PRECAST CONCRETE PANEL GRADE CROSSING SYSTEM 37 ® 37 FENCE XIST 42 DECORATIVE BLOCK WALL 40 0 e 43 RIVER ROCK JOIN EXIST e C ®LINTY ® F RIVERSIDE 44 GLASS II AB PER TYPICAL CROSS SECTION CITY D RIVERSIDE FENCE , I ®8 ft%T %I &OAD c rt ^^ PER RIVERSIDE COUNTY STD 207A 8 COMMERCIAL DRIVEWAY WITH SIDEWALK AT CURB 9 CROSS GUTTER 10 CROSS GUTTER WITH SPLASH AREA 11 ASPHALT CONCRETE DIKE COUNTY OF RIVERSIDE R/W 12 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT R/W 13 AC PAVEMENT PER TYPICAL CROSS SECTION 14 COLD MILL EXISTING AC 15 SAWCUT 16 CURB INLET CATCH BASIN PER RIVERSIDE COUNTY STD 300 17 ASPHALT PAVEMENT FOR GRADE CROSSING 18 CURB RAMP 19 TREE 20 SAFETY LIGHTING 21 STREET SIGN CITRUS ST CONST 22 CURB WALL 23 TRAFFIC SIGNAL PULL BOX 24 RETAINING WALL 25 FIRE HYDRANT ¢ 26 WATER METER 5 MINOR CONCRETE ISLAND PAVING 27 MANHOLE JOIN 28 UTILITY POLE EXIST 29 UTILITY POLE ANCHOR 30 BARRICADE 31 PEDESTRIAN WARNING DEVICE AND GATE W/ FLASHER 32 WARNING DEVICE ASSEMBLY 33 PEDESTRIAN SWING GATE 34 PEDESTRIAN WARNING DEVICE AND GATE 35 DETECTABLE WARNING STRIP 36 PEDESTRIAN BARRICADE AND METAL HAND RAILING COUNTY OF RIVERSIDE R/W N 37 WIRE MESH TYPE FENCE 37 38 SECURITY ACCESS GATE 39 BOLLARD _ - 40 SIGNAL SHELTER 41 PRECAST CONCRETE PANEL GRADE CROSSING SYSTEM 37 ® 37 FENCE XIST 42 DECORATIVE BLOCK WALL 40 0 e 43 RIVER ROCK JOIN EXIST e C ®LINTY ® F RIVERSIDE 44 GLASS II AB PER TYPICAL CROSS SECTION CITY D RIVERSIDE FENCE , I ®8 ft%T %I &OAD c rt ^^ g >t 0 3 a 0 O N CL / t U 0 0 IL Q CL d r o U = 0 I 0 _ C as a T o.a c E lr o°U U V7 Vl 1 0 cOa i C) CN A / ( O L 0! O_d odes o+ri� n N a a Ana NN 000 0 0 0 U U U V 6 6 1. - �aao_ N , , , ^UUU Nrrr N�CECE I I I h I� N pn NNN O -W d et (0 (D(0 C - q 1 -111► ■■1►71/ I CONTRACT N0. A I W -104 REVISION SHEET NO. 536 OF 2599 SCALE HOR I Z 1 ° =20' CONSTRUCTION SYMBOLS O CONSTRUCT 0� REMODEL EXISTING J EXISTING ❑0 REMOVE AND CONSTRUCT REMOVE WORK BY OTHERS o PROTECT IN PLACE CONSTRUCTION NOTES= 1 6" CURB & GUTTER PER RIVERSIDE COUNTY STD 200 2 8" CURB & GUTTER PER RIVERSIDE COUNTY STD 201 3 8" CURB FOR EXISTING PAVEMENT 4 8° CURB PER RIVERSIDE COUNTY STD 204 5 4" PCC CONCRETE 6 RESIDENTIAL DRIVEWAY WITH A.C. DIKE 7 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT CURB PER RIVERSIDE COUNTY STD 207A 8 COMMERCIAL DRIVEWAY WITH SIDEWALK AT CURB 9 CROSS GUTTER 10 CROSS GUTTER WITH SPLASH AREA 11 ASPHALT CONCRETE DIKE 12 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT R/W 13 AC PAVEMENT PER TYPICAL CROSS SECTION 14 COLD MILL EXISTING AC 15 SAWCUT 16 CURB INLET CATCH BASIN PER RIVERSIDE COUNTY STD 300 17 ASPHALT PAVEMENT FOR GRADE CROSSING 18 CURB RAMP 19 TREE 20 SAFETY LIGHTING 21 STREET SIGN 22 CURB WALL 23 TRAFFIC SIGNAL PULL BOX 24 RETAINING WALL 25 FIRE HYDRANT 26 WATER METER 27 MANHOLE 28 UTILITY POLE 29 UTILITY POLE ANCHOR 30 BARRICADE 31 PEDESTRIAN WARNING DEVICE AND GATE W/ FLASHER 32 WARNING DEVICE ASSEMBLY 33 PEDESTRIAN SWING GATE 34 PEDESTRIAN WARNING DEVICE AND GATE 35 DETECTABLE WARNING STRIP 36 PEDESTRIAN BARRICADE AND METAL HAND RAILING 37 WIRE MESH TYPE FENCE 38 SECURITY ACCESS GATE 39 BOLLARD 40 SIGNAL SHELTER 41 PRECAST CONCRETE PANEL GRADE CROSSING SYSTEM 42 DECORATIVE BLOCK WALL 43 RIVER ROCK 44 CLASS II AB PER TYPICAL CROSS SECTION 45 MAINTENANCE ROAD 5 2.5 0 5 10 CITY F RIVER SIDE, CALIFORNIA °ES 'L; ° M A NUEL RIVERSIDE COUNTY TRANSPORTATION COMMISSION DEPARTMENT OF PUBLIC WO DRAWN 8Y " L MANUEL APPROVED - BY SCRRA APPROVED - BY RCTC APPROVED BY BY GATE APPROVED BY CAPITAL PROJECTS CHECKED BY R ° SI — - — ENGINEERING MANAGER _ STV Incorporated TRANSPORTATION /r1�4dAI� APPROVED BY CITY ENG ` DIRECTOR TRAFFIC ENGINEERING INEER PW L • MOHR ENGINEERS /ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS AECOMUSA,Inc. 515 S. FIOWBP Street, 4th FOOT _ 0 - 18- 12100% F I NAL DES I GN CONTRACTS ADMIN. DATE 9130 ANAHEIM PLACE, SUITE 210 RANCHO CUCAMONGA, CA. 91730 -8540 Los Angeles, CA. 90071 7213.330.7200 F213.330.7201 www.aecom.com DATE 10 -18 -12 REV. DATE eY APP. sue. CONTRACT N0. A I W -104 REVISION SHEET NO. 536 OF 2599 SCALE HOR I Z 1 ° =20' CONSTRUCTION SYMBOLS O CONSTRUCT 0� REMODEL EXISTING J EXISTING ❑0 REMOVE AND CONSTRUCT REMOVE WORK BY OTHERS o PROTECT IN PLACE CONSTRUCTION NOTES= 1 6" CURB & GUTTER PER RIVERSIDE COUNTY STD 200 2 8" CURB & GUTTER PER RIVERSIDE COUNTY STD 201 3 8" CURB FOR EXISTING PAVEMENT 4 8° CURB PER RIVERSIDE COUNTY STD 204 5 4" PCC CONCRETE 6 RESIDENTIAL DRIVEWAY WITH A.C. DIKE 7 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT CURB PER RIVERSIDE COUNTY STD 207A 8 COMMERCIAL DRIVEWAY WITH SIDEWALK AT CURB 9 CROSS GUTTER 10 CROSS GUTTER WITH SPLASH AREA 11 ASPHALT CONCRETE DIKE 12 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT R/W 13 AC PAVEMENT PER TYPICAL CROSS SECTION 14 COLD MILL EXISTING AC 15 SAWCUT 16 CURB INLET CATCH BASIN PER RIVERSIDE COUNTY STD 300 17 ASPHALT PAVEMENT FOR GRADE CROSSING 18 CURB RAMP 19 TREE 20 SAFETY LIGHTING 21 STREET SIGN 22 CURB WALL 23 TRAFFIC SIGNAL PULL BOX 24 RETAINING WALL 25 FIRE HYDRANT 26 WATER METER 27 MANHOLE 28 UTILITY POLE 29 UTILITY POLE ANCHOR 30 BARRICADE 31 PEDESTRIAN WARNING DEVICE AND GATE W/ FLASHER 32 WARNING DEVICE ASSEMBLY 33 PEDESTRIAN SWING GATE 34 PEDESTRIAN WARNING DEVICE AND GATE 35 DETECTABLE WARNING STRIP 36 PEDESTRIAN BARRICADE AND METAL HAND RAILING 37 WIRE MESH TYPE FENCE 38 SECURITY ACCESS GATE 39 BOLLARD 40 SIGNAL SHELTER 41 PRECAST CONCRETE PANEL GRADE CROSSING SYSTEM 42 DECORATIVE BLOCK WALL 43 RIVER ROCK 44 CLASS II AB PER TYPICAL CROSS SECTION 45 MAINTENANCE ROAD 5 2.5 0 5 10 SIGN LEGEND R15 -8 R4 -7 R8 -8 J� karlm ]J I I t N LO O Q 0 0 N d. / L U 0 O a s v a ,r o U = C 0 a� a "• I EX O-U U 0 1n 1 / cod i p CV/ 1 2 C L y O L m a2 .& N O O II / as >aa W U N N 0'0 'p p O O 000 U U U M Q d d d I I I U U U NI—rr CNUUU (if Cr cL n r N M M N PO N N N O OOO ° r LD 10 N 3 �! 13 W10 -1 7 _ L a MS 4271 IP 120032 CITY OF RIVERSIDE, CALIFORNIA DESIGN D BY E C. END ( �U L/USA DEPARTMENT OF PUBLIC WO DRAWN BY APPROVED BY BY DATE APPROVED BY K • TOL M I E CAPITAL PROJECTS CHECKED BY - R. SILOS ENGINEERING MANAGER APPROVED BY TRAFFIC ENGINEERING CITY ENGINEER /PW DIRECTOR L o M ®HR______ 0- 18- 12100% FINAL DESIGN CONTRACTS ADMIN. DATE DATE REV. DATE I 6r SUB. Aoo 10_1 -1 i APPROVED - BY SCRRA r STV Incorporated SIGN AND STRIPING - GENERAL NOTES= AECOM USA, Inc. ENGINEERS /ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 515 S. Flower Street, 4th Floor LEGEND: Los Angeles, CA. 90071 RANCHO CUCAMONGA, CA. 91730 -8540 T 213.330.7200 F 213.330.7201 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE 2010 CALIFORNIA 7. TRAFFIC SIGN FACE REFLECTIVE SHEETING SHALL BE 3M "ASTM TYPE 11" OR APPROVED EQUAL ❑ WORK TO BE PERFORMED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), THE STATE OF CALIFORNIA WITH PROTECTIVE GRAFFITI OVERLAY FILM OR AS OTHERWISE NOTED. ALL WARNING SIGNS SHALL DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS DATED HAVE A FLUORESCENT YELLOW BACKGROUND AND SCHOOL SIGNS NOTED SHALL HAVE A SIGNING AND STRIPING - CONSTRUCTION NOTES: MAY 2006, ALL ADDENDA THERETO, AND THE 2009 SCRRA ENGINEERING STANDARDS 4005 -4032 FLUORESCENT YELLOW -GREEN BACKGROUND. AND 8038 -8039, EXCEPT AS MAY BE MODIFIED PER THE PROJECT PLANS AND THE CITY OF RIVERSIDE PUBLIC WORKS STANDARD DRAWINGS, CURRENT EDITION. 8. SIGNS SHALL BE STANDARD SIZE PER TABLE 8B -1, "SIGN SIZES FOR GRADE CROSSING SIGNS" OF 1 ❑ INSTALL 24" WHITE LIMIT LINE THE CA MUTCD, 2010 EDITION, UNLESS NOTED OTHERWISE. EXACT LOCATIONS OF SIGNS SHALL 2. EXISTING STRIPING, PAVEMENT MARKINGS, CURB MARKINGS, AND SIGNS NOT SHOWN TO BE BE DETERMINED BY THE CITY OF RIVERSIDE CITY ENGINEER. SIGNS SHALL NOT OBSTRUCT FULL 2 ❑ INSTALL DOUBLE YELLOW LINE WITH RPMS - DETAIL 22 REMOVED, IF DAMAGED BY THE CONTRACTOR'S OPERATION, SHALL BE REPLACED, AT VISIBILITY OF THE RAILROAD WARNING FLASHERS. CONTRACTOR'S EXPENSE IN LIKE KIND, WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 6 ❑ INSTALL RAILROAD CROSSING SYMBOL PER CALTRANS STD A24C 9. SALVAGED SIGNS AND SIGN POST SHALL BE DELIVERED TO THE CITY OF RIVERSIDE SIGN ❑ INSTALL SIGN AND POST, AS INDICATED 3. AT LOCATIONS WHERE EXISTING PAINTED CURB IS TO BE RECONSTRUCTED, THE CONTRACTOR DEPARTMENT. SHALL PAINT THE NEW CURB AS SHOWN ON THE PLANS WITHIN 10 WORKING DAYS OF CURB ❑ REMOVE EXISTING SIGN CONSTRUCTION OR AS DIRECTED BY ENGINEER. THE PAINT SHALL BE WATER -BASED WITH 2 -YEAR 10, STRIPING SHALL BE APPLIED WITHIN 48 HOURS OF SURFACE COURSE REPLACEMENT ON STREETS GUARANTEE AGAINST COLOR FADING. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR OPEN TO THE PUBLIC. IN NO CASE SHALL A NEWLY PAVED STREET OPEN TO THE PUBLIC BE 13 INSTALL PAVEMENT MARKING WORDS, AS INDICATED SHALL SUBMIT TO THE ENGINEER WRITTEN PROOF OF THE MANUFACTURER'S 2 -YEAR GUARANTEE. LEFT UNSTRIPED OVER A WEEKEND OR A HOLIDAY. 11 INSTALL 4" WHITE EDGE LINE STRIPING WITH RPMS TYPE G SUPPLEMENT SPACED 4' O.C. 4. REMOVAL OF ALL EXISTING CONFLICTING STRIPING, PAVEMENT MARKINGS, LEGENDS, AND RAISED 11. ALL STRIPING AND PAVEMENT MARKERS SHALL BE REFLECTORIZED. — DETAIL 27B PAVEMENT MARKERS, EVEN IF NOT SHOWN ON THE PLANS, SHALL BE DONE BY WET SANDBLASTING, AND /OR GRINDING. PAVEMENT SURFACES ARE TO BE FREE OF ALL REMOVAL 12. CONTRACTOR SHALL INSTALL NEW SIGN(S) AND /OR POST(S) PER CITY OF RIVERSIDE STANDARD 14 INSTALL DOUBLE YELLOW CENTERLINE WITH RPMS TYPE H SUPPLEMENTED SPACED 4'O.C. RESIDUES PRIOR TO APPLICATION OF PAINT OR THERMOPLASTIC STRIPING AND MARKINGS. BLACK DRAWING NO. 664. - DETAIL 21 OUT OF REMOVAL AREAS IS NOT PERMITTED. 15 INSTALL 4" YELLOW LEFT EDGELINE WITH RPMS - DETAIL 25A 13. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE HOT MELT THERMOPLASTIC AND SHALL 5. ALL NEW STRIPING SHALL BE LAID OUT AND APPROVED BY THE ENGINEER PRIOR TO FINAL CONFORM TO THE CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND ALL 22 PAINT ISLAND NOSE YELLOW INSTALLATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER COMPLETING LAYOUT AT ADDENDA THERETO. LEAST 3 WORKING DAYS BEFORE COMMENCING INSTALLATION OF STRIPING, MARKINGS AND PAVEMENT MARKERS. 6. STRIPING DETAIL NUMBERS NOTED REFER TO STANDARD PLANS A20A THRU A20D AND PAVEMENT MARKINGS REFER TO STANDARD PLANS A24A THRU A24E,AS REQUIRED. SIGN LEGEND R15 -8 R4 -7 R8 -8 J� karlm ]J I I t N LO O Q 0 0 N d. / L U 0 O a s v a ,r o U = C 0 a� a "• I EX O-U U 0 1n 1 / cod i p CV/ 1 2 C L y O L m a2 .& N O O II / as >aa W U N N 0'0 'p p O O 000 U U U M Q d d d I I I U U U NI—rr CNUUU (if Cr cL n r N M M N PO N N N O OOO ° r LD 10 N 3 �! 13 W10 -1 7 _ L a MS 4271 IP 120032 CITY OF RIVERSIDE, CALIFORNIA DESIGN D BY E C. END ( �U L/USA DEPARTMENT OF PUBLIC WO DRAWN BY APPROVED BY BY DATE APPROVED BY K • TOL M I E CAPITAL PROJECTS CHECKED BY - R. SILOS ENGINEERING MANAGER APPROVED BY TRAFFIC ENGINEERING CITY ENGINEER /PW DIRECTOR L o M ®HR______ 0- 18- 12100% FINAL DESIGN CONTRACTS ADMIN. DATE DATE REV. DATE I 6r SUB. Aoo 10_1 -1 i APPROVED - BY SCRRA r STV Incorporated TRANSPORTATION AECOM USA, Inc. ENGINEERS /ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 515 S. Flower Street, 4th Floor 9130 ANAHEIM PLACE, SUITE 210 Los Angeles, CA. 90071 RANCHO CUCAMONGA, CA. 91730 -8540 T 213.330.7200 F 213.330.7201 7 "F Ij— 7 L I e B w .aecom.com OM1 -3 CONTRACT A REVISION C A/ (SCALE W -105 SHEET NO. 537 OF 2599 HORIZ 1 " =40' JOIN EXISTING STRIPING m 1 0 Ull ill] ; 0 IF- 11 1 ALAN FRENCH, PE R.C.E. NO. • • EXP. DATE RECOMMENDED C! C L N 0 3 a 0 0 N a i L U 0 O a 1 v a r a U = 0 as a � o.a mEcr O-U U V) In I"/ c 0 0 > oQ- ON ✓� O a O_0 0 O L II �QO_ ;aa °vNV', uj to 0a 0 000 U U U a •c •c •c a) N a a a O0. 0. 0. I I 1 N U U U NI-I -r (V UUU 0. 0_ cr I I I n CNMr)n Oav N 1 1 000 � 11 11 04 333 lJ I. r) ffil TO : TECT J IN PLACE) ABANDONED IRRIGATION i i =x I ;I r A ! 1 \ e e 1 RCTq R/W II VI e CITY OF RIVERSIDE R/W MS 4271 IP 0404 10 -18- 12100% FINAL DESIGN REV. I DATE DESIGNED BY CITY OF RIVERSIDE, CALIFORNIA L. MANUEL DEPARTMENT OF PUBLIC WORKS DRAWN BY APPROVED BY BY DATE APPROVED BY S. ARA IN CAPITAL PROJECTS CHECKED BY R . ENGINEERING MANAGER CITY ENGINEER /PW DIRECTOR AP BY SIL TRAFFIC ENGINEERING L. M ®HR CONTRACTS ADMIN. DATE DATE aY s�B APP. 10 -18 -12 20 15 10 5 0 20 40 1 B 1 i 1 = 201 -011 ZAM CONTRACT NO. C07 -33- 123 -00 DRAWING NO. STA /SEGM DISCIPLINE /SEQUENCE A W -106 REVISION SHEET NO. 538 of 2599 SCALE HCR I Z ll =20' I PVL`H TRACK ,I I , I e FIRE HYDRANT TO REMAIN (PROTECT IN PLACE) m CR— A703 —PH -2 SEE NOTE 4 COUNTY OF RIVERSIDE R/W Y: OF *J565366E 2 O W e I I \ - -OH ELECTRIC fir (COR) 1 r W 1200 f _ CITRUS STREET 12" WATER IN 24" CASING (RIVERSIDE WATER COMPANY) POTHOLE LOCATIONS — FOR INFORMATION ONLY COMPANY POTHOLE NO. DESC�RIP TION OF DIST TRACK ROM DEPTH ELEVATION COVER CITY OF RIVERSIDE CR- A703 -PH -1 WATER 14.9' 6.0' 953.6 5.4' CITY OF RIVERSIDE CR- A703 -PH -2 WATER 16.0' 5.6' 954.2 5.4' NOTE: - APPROXIMATE COVER IS MEASURED FROM BASE OF RAIL TO TOP OF PIPE /CASING, WHERE THE UTILITY CROSSES THE TRACK. ,— LEGEND- POTHOLE,SEE TABLE FOR LOCATIONS RECOMMENDED I t C UTILITY NOTES= 1. PROPOSED UTILITY RELOCATION OR REMOVAL AT GRADE CROSSING BY OTHERS. 2. FOR UTILITIES AND POTHOLE INFORMATION OUTSIDE THE GRADE CROSSING, SEE DWG A —U -703. 3. LOCATIONS OF UTILITY FACILITIES SHOWN ON THIS PLAN ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 4, SEE DWG A —W -107 FOR DETAILS OF PROPOSED DRAINAGE. 5. WHERE THE INSTALLATION OF SIGNAL CONDUITS FOR WARNING DEVICES CONFLICT WITH EXISTING UTILITIES, CONTRACTOR SHALL INSTALL CONDUITS USING APPROPRIATE AND APPROVED METHODS AND SHALL AVOID RELOCATION OF UTILITIES. 6. SEE SYSTEMS PLANS FOR C &S CONDUITS AND PULL BOXES. 7. THE CONTRACTOR SHALL FIELD VERIFY ALL CONFLICTS WITH EXISTING UTILITIES, SIGNAL CABLES /EQUIPMENT, AND /OR OTHER ITEMS THAT MIGHT IMPAIR CONSTRUCTION ACTIVITIES. INCONSISTENCIES FOUND SHALL BE REPORTED TO THE ENGINEER. NOTE: CONTRACTOR SHALL PROTECT IN PLACE, ALL UTILITIES CROSSINGS OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. O CONSTRUCT O�� REMODEL EXISTING It Elf d — J - _ �-- - -____ _..__ ___ __ _ s _ _.- o �; _ v) ? OG ;__._.... m�..� �.. FS m n —� �. ... - Q , ..�_ -m.. .. - - _ . -_ _ ___. . ISM " 0 LAT '44" W a 954 o — iv Lri I _ . cn (m T n a U-) ~r`� Ln M W V1nn =6.35 FPS UCT 25.51 LF 24" RCP V1nn =0.73 V �z 962 El r �_j EXISTING ❑o REMOVE AND CONSTRUCT REMOVE �✓ WORK BY OTHERS o PROTECT IN PLACE CONSTRUCTION NOTES: 60- CONCRETE ENCASEMENT 61 - 18" RCP, DLOAD PER PROFILE 62 - 24" RCP, DLOAD PER PROFILE 68 - CONC. HEADWALL 69 - CATCH BASIN 70- CONCRETE COLLAR 71 - JUNCTION STRUCTURE 72 - PIPE, SIZE & MATERIAL PER PLAN 73 - 8" PERFORATED DRAIN PIPE 74 - RIPRAP 75 - 8" DRAIN PIPE 76 - 8" ELBOW 77- CLEANOUT 80 - METAL HANDRAIL FPS 11 Antl DITCH TIE —IN LOCATIONS t U I. 3 0 N r L 0 0 a v a r o U = c I o aA a I Ta¢ 3 o(If O—U U VI V) I"/ c0a 0Nea � L(1aa C) rn 00 uCaa CL CL W U N N V) /// a '0 �O �0 v •a •o 000 U U U N N N N O O O C%4 d O_ O- & I I I UU CV HrF N af ir R M1 n N N N 0 qt v d (Dto® CN LINE "All �o_ _= _=31 I 1 (L) r =PVLM STA 195 +41.95 648 9 MS 4271 IP 120032 OFFSET 37.20' - I 196 +45 (R) i DESIGNED BY T. MAR DEPARTMENT OF PUBLIC WOR DRAWN BY ...t::::, c: DEPARTMENT T • MA I APPROVED BY BY DATE APPROVED BY �o_ _= _=31 2 NOTES: 1. SEE DWG S -W -007 FOR RCP CONCRETE ENCASEMENT DETAIL. 2. SEE DRAINAGE CALCULATIONS - GRADE CROSSING, DATED AUGUST 2012 FOR DETAILS OF HYDROLOGY AND DRAINAGE CALCULATIONS AT THIS CROSSING. 3. RCTC TO MAINTAIN DRAINAGE SYSTEM WITHIN RCTC RIGHT -OF -WAY. STATION STA 1 +57.54 "Al - (L) 955.48 =PVLM STA 195 +41.95 648 956.19 MS 4271 IP 120032 OFFSET 37.20' - I 196 +45 (R) CITY OF RIVERSIDE, CALI DESIGNED BY T. MAR DEPARTMENT OF PUBLIC WOR DRAWN BY TRANSPORTATION DEPARTMENT T • MA I APPROVED BY BY DATE APPROVED BY CAPITAL PROJECTS I _PVLM STA 195 +20.37 CHECKEp BY SE I N APPROVED ENGINEERING MANAGER A B OFFSET - 24.27' TRAFFIC ENGINEERING CITY ENGINEER /PW DIRECTOR R L , MOHR ii 0- 18- 12100% FINAL DESIGN CONTRACTS ADMIN. DATE__— _ DATE REV. I DATE I BY SUB. APP. I 1 1 10 -18 -1 2 NOTES: 1. SEE DWG S -W -007 FOR RCP CONCRETE ENCASEMENT DETAIL. 2. SEE DRAINAGE CALCULATIONS - GRADE CROSSING, DATED AUGUST 2012 FOR DETAILS OF HYDROLOGY AND DRAINAGE CALCULATIONS AT THIS CROSSING. 3. RCTC TO MAINTAIN DRAINAGE SYSTEM WITHIN RCTC RIGHT -OF -WAY. STATION FLOW ELEV 193 +15 (L) 955.48 195 +36 (L) 956.19 193 +31 (R) 955.17 196 +45 (R) 956.10 SEE DWG S -C -101 FOR TYPICAL TRACK DITCH SCHEDULE ST STA I �.,.. �1'o tt� +50 33 r °7 CB (L =28') �. COUNTY OF RIVERSIDE r OUNTY OF RIVERSIDE STO 300 TRANSPORTATION DEPARTMENT r 80 68 STA 1 +38.7 "A2" I _PVLM STA 195 +20.37 APPROVED D E OFFSET - 24.27' NI ALA FRENCH, PE em @ommuae e R.C.E. No. EXP. DATE s C DITCH -SEE TABLE FOR RECOMMENCED ONNECTION TO TRACK DITCH Aw RIVERSIDE COUNTY TRANSPORTATION COMMISSION ri .,`s T I ""ALLEY LINE APPROVED BY SCRRA APPROVED - BY RCTC._ ,' • `� � � i CITRUS STREET CROSSING ... TRANSPORTATION € t �� , 1 iii �� , CPUC NO. 002X -0.70, MP 0.7, USDOT NO. 027301Y _ TV Incorporated r i °,1 i'l(4 ` AECOM USA, Inc. _ DRAINAGE AND GRADING PLAN & PROFILE ENGINEERS/ ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 5155. Flower Street, 4th Floor 9730 ANAHEIM PLACE, SUITE 210 Los Angeles, CA. 90071 ,.,` RANCHO CUCAMONGA, CA. 97730 -8540 T213.330.7200 F213.330.7201 www.aecom.00m > at CONTRACT NO. C07 -33- 123 - 00 DRAWING NO. STA /SEGMENT DISCIPLINE /SEQUENCE A I W -107 REVISION SHEET NO. 539 OF 2599 SCALE HOR I Z 1 VERT 1 " = NOTE: CONTRACTOR SHALL PROTECT IN PLACE, ALL UTILITIES CROSSINGS OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. r 4 ,'�,.0 .. "... O M U CD C3 } V) co ... ...... cn u M 954 1 =1 s N W Q C) N Q_ Q_ 0 s U a O O O_ v n. L 5 U = C I 0 0- a Ex �` aQ O-U U V) (N I" cc c L O N �0 D y O as 0+0 ui > CL CL ujjU n In V) ✓si �aaa 000 000 U U U N to N L L h _ - L Nlaaa III N U U U Nrrr c11vUU O! [If Of 1 I I nnr N N N N 0 t V' t CNOOO " 000 C 959.89 TC o � 959.14 F e96 TIC �.... - 21 FL L o ° 960 .. _ _ ...,... �. .. 3 .. .. Y a m FS J _._,___ ......... r• � col ...- ......_. _..... -. __ ..,.,,,,., ,:....,,., __. ..__-`, _ _ _ -,se fl __ s er a J `3 0.00 0.00 2' 1' 0 2' 4' VERT 1" 2' 20 15 10 5 0 20' 40' HORIZ 1 11 = 20 - COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED D E w fi - ALAN FRENCH, PE R.C.E. No EXP. DATE MS 4271 IP 120032 RECOMMENDED C'` CITY F IVE SIDE CALIFORNIA DESIGNED BY T. MARUKI � RIVERSIDE COUNTY TRANSPORTATION COMMISSION - CONTRACT No. coy -s3- 123 -00 �� =SEA M PER IS ALL LI DRAWING N0. EART EN OF PUBLIC OI(S DRAWN BY - ,,J` �� STA /SEGMENT DISCIPLINE /SEQUENCE APPROVED - BY SCRRA APPROVED - BY RCTC // '°" �'" `.., T MARUKI CI T R US T I A W-1 08 APPROVED By eY DATE APPROVED BY „� �° CHECKED BY 1 r `1a 3: 'd ' tvFD€ r j — — CAPITAL PROJECTS ________ _ i : ... }1 . ENGINEERING MANAGER G. SJEL 1N ' 1 _- _ ` ,` ' CPUC NO, 002X -0.70 MP 0,7 USDOT NO, 027301 TRANSPORTATION REVISION SHEET NO TATION ,} cr APPROVED BY SZ v Incorporated /� _ 540 OF 2599 CITY ENGINEER PW DIRECTOR AECOMUSA,Inc. t` Y`' ,t- t IT'` ; DRAINAGE PROFILE TRAFFIC ENGINEERING L MOHR 1 SCALE I� 7 n_ 7 -- -- a ENGINEERS /ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 515 S. Flower Street, 4111 Floor flog 1 Z 1 —20 0 -18- 12100% FINAL DESIGN CONTRACTS ADMIN. -— 9130 ANAHEIM PLACE, SUITE 210 Los Angeles, CA. 90071 j V c ! DATE _ DATE RANCHO CUCAMONGA, CA. 91730 -8540 �>, _ REV. DATE 9Y 7213.330.7200 F213.330.7201 WWw.aeoom.c011 Jf ("At, P ® ,/E f�Y 1 s�_ryr sUB. APP. 10 -18 -12 M R 1 L ' s w 0) O 3 a 0 0 N a s L U L O 0 a Y v a 0 t o U = C 1 0 as a I CE Of O�U U N N e0a ON -� D O N An O y/� O L u N a n aaa W U N N � - 0 - o v 000 000 U U U 6 0 W N O O N , III 'nUUU Nrrr N U U U Ir It tr 1 1 1 N M M M N N N O V -�r .4 N O O O �000 04 333 JOIN 4.1 OR FLATTEI JOIN 4:1 OR FLATTER HERLY TY RW CONST CITRUS STREET STA 10 +10.00 TO STA 10 *69.64 east of tracks MODIFIED COLLECTOR WITH MEDIAN MS 4271 IP 120032 ITT F RIVERS' CALIF I DESIGNED BY C ITY RIVERSID p L. MANUEL D EPAR TMENT F PUBLIC ®ILA DRAWN BY APPROVED By BY DATE APPROVED BY M. SEARLE CAPITAL PROJECTS CHECKED ENGINEERING MANAGER R. SI TRAFFIC ENGINEERING CITY ENGINEER/PW DIRECTOR APPROVED BY 0 -18- 12100% FINAL DESIGN L L. MOHR_ CONTRACTS ADMIN. DATE REV. DATE eY SuB._APP. 10 -18 -12 SOUTHERLY COUNTY RW JOIN 4 :1 OR FLATTER JOIN 4 :10R FLATTER ► 4 - i APPROVED - BY SCRRA IAPPROVED - BY RCTC STV Incorporated TRANSPO " AECOM USA Inc. ENGINEERS / ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 515 S. FIOWef Street, 4th FIOOI' 9130 ANAHEIM PLACE, SUITE 210 Los Angeles, CA, 90071 RANCHO CUCAMONGA, CA. 91730-8540 T 213.330.7200 F 213.330.7201 W W W.aecom.com RIVERSI COUNTY OF TRANSP APP ROVE D : 4 !.*,1Am an ALAN FRENCH, PE R.C.E. No. EXP. DATE sL ' RECOMMENDED O CONSTRUCT �J REMODEL EXISTING �J EXISTING 0O REMOVE AND CONSTRUCT REMOVE WORK BY OTHERS o PROTECT IN PLACE CONSTRUCTION NOTES: 1 6" CURB & GUTTER PER RIVERSIDE COUNTY STD 200 2 8" CURB & GUTTER PER RIVERSIDE COUNTY STD 201 3 8" CURB FOR EXISTING PAVEMENT 4 8" CURB PER RIVERSIDE COUNTY STD 204 5 4" PCC CONCRETE 6 RESIDENTIAL DRIVEWAY WITH A.C. DIKE 7 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT CURB PER RIVERSIDE COUNTY STD 207A 8 COMMERCIAL DRIVEWAY WITH SIDEWALK AT CURB 9 CROSS GUTTER 10 CROSS GUTTER WITH SPLASH AREA 11 ASPHALT CONCRETE DIKE 12 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT R/W 13 AC PAVEMENT PER TYPICAL CROSS SECTION 14 COLD MILL EXISTING AC 15 SAWCUT 16 CURB INLET CATCH BASIN PER RIVERSIDE COUNTY STD 300 17 ASPHALT PAVEMENT FOR GRADE CROSSING 18 CURB RAMP 19 TREE 20 SAFETY LIGHTING 21 STREET SIGN 22 CURB WALL 23 TRAFFIC SIGNAL PULL BOX 24 RETAINING WALL 25 FIRE HYDRANT 26 WATER METER 27 MANHOLE 28 UTILITY POLE 29 UTILITY POLE ANCHOR 30 BARRICADE 31 PEDESTRIAN WARNING DEVICE AND GATE W/ FLASHER'. 32 WARNING DEVICE ASSEMBLY 33 PEDESTRIAN SWING GATE 34 PEDESTRIAN WARNING DEVICE AND GATE 35 DETECTABLE WARNING STRIP 36 PEDESTRIAN BARRICADE AND METAL HAND RAILING 37 WIRE MESH TYPE FENCE 38 SECURITY ACCESS GATE 39 BOLLARD 40 SIGNAL SHELTER 41 PRECAST CONCRETE PANEL GRADE CROSSING SYSTEM 42 DECORATIVE BLOCK WALL 43 RIVER ROCK 44 CLASS II AB PER TYPICAL CROSS SECTION 45 MAINTENANCE ROAD no A W -109 REVISION SHEET NO. 541 OF 2599 SCALE NO SCALE NORTHERLY CONST SOUTHERLY CITY RW CITRUS STREET CITY RW CONSTRUCTION SYMBOLS 0 N 17 J CO CONSTRUCT (X EXISTING D0 REMOVE 0 �STRUCTION NI 81 LOCATION OF NEW DUAL FIXTURE SAFETY LIGHTING. PROVIDE POLE, LUMINAIRES, PULL BOX AND FOUNDATION. FOR REQUIREMENTS, SEE GENERAL NOTES 11 AND 13 ON DWG S -W -009. 82 2 "C, PVC SCHED 40 W/ 2 #8 & 1 #8 GND. 83 POINT OF CONNECTION, POLE #J565366E FOR AC SERVICE CONNECTION. COORDINATE WITH SCE FOR AVAILABLE CAPACITY AND RISER INSTALLATION. 84 FOR CONDUIT RUNNING BELOW TRACK TO UTILIZE SAME TRENCH AS THOSE USED TO INSTALL TRAFFIC OR SIGNALING CONDUIT WHERE APPLICABLE. REFER TO GENERAL NOTE 10 ON DWG S -W -009. 85 PROVIDE SERVICE EQUIPMENT INSTALL 120/240V, 1 PHASE, 3 -WIRE TYPE III -BF SERVICE EQUIPMENT ENCLOSURE AND FOUNDATION AS PER ES -2C AND ES -2E METER #1 (LS -3) 100A, 2P, 240V - MAIN BREAKER CIRCUIT -1: 30A, 2P, 240V - SAFETY LIGHTING CIRCUIT -2: 15A, 1P, 120V - PEU FOR SAFETY LIGHTING 86 3 "C, PVC SCHEDULE 80. 87 PROVIDE SERVICE EQUIPMENT INSTALL 120/24OV, 1 PHASE, 3 -WIRE TYPE III -BF SERVICE EQUIPMENT ENCLOSURE AND FOUNDATION AS PER ES -2C AND ES -2E METER #1 (TC -1) 200A, 2P, 240V - MAIN BREAKER (SIGNAL SHELTER) 88 ESB -6 TYPE CONCRETE PULL BOX PER CITY OF RIVERSIDE PUBLIC UTILITIES STANDARD UGS -009 89 ESB -1 TYPE CONCRETE PULL BOX PER CITY OF RIVERSIDE PUBLIC UTILITIES STANDARD UGS -009 90 ROUTE CONDUIT INSIDE SIGNALING CONDUIT TRENCH, N I tJ.l Q 0 N CL / r U 0 0 a x v a- 0 v 0 = C _I d _ - 0 a- : 3 CL -, I T Q4 3 a of O-U 0 0 0- � N / 0 C da.a ELO II /aa CL W U t En V7 /// :D 'a - 0 - 0 '0 00 0 U U U - T A2 T ° oo I I I MUUU -UUU d' O_ hrr N N CN ONN " 000 0 000 0000 645 c N�� NOTES: ALAN FRENCH, PE MS 4271 I P 120032 R.C.E. No. `►ai ®W %P EXP. DATE RECOMMENDED C rw REMODEL EXISTING REMOVE AND CONSTRUCT WORK BY OTHERS PROTECT IN PLACE )TES= 20 15 10 5 0 20 40 I I I I i ll = 201-01' I CONTRACT NO. U07-33- 00 CT I I DRAWING N0. _._._..... — :; STA /SEGMENT DISCIPLINE/SEQUENCE A E-181 CITRUS T T REVISION SHEET NO. UK 1 "� ,89 CPUC NO, 002X -0.70 - MP 0.7, USDOT NO, 027301Y 542 of 2599 f SITE ELECTRICAL PLAN SCALE HORIZ 1"=20' REFER TO SYSTEMS DWG NO.PV000021.UO2 FOR SERVICE EQUIPMENT CONNECTION TO SIGNAL SHELTER. C ITY R IVERSIDE, CALIFO P. DESIGNED RUONG RIVERSIDE COUNTY TRANSPORTATION COMMISSION a, EPAR ! I�IIIT P W ORKS RDRAWN BY P TR LIONG APPROVED BY SCRRA APPROVED - BY RCTC APPROVED BY BY DATE APPROVED BY _. CAPITAL PROJECTS CHECKED BY ❑ B . MASCARDO -- ENGINEERING MANAGER STV Incorporated TRANSPORTATION _ APPROVED BY TRAFFIC ENGINEERING CITY ENGINEER / PW DIRECTOR L, a MOI �J IR ENGINEERS / ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS AECOM USA, Inc. 515 S. Flower Street, 4th Floor 10 -18 -12 100% FINAL DESIGN CONTRACTS ADMIN. DATE_ 9130 ANAHEIM PLACE, SUITE 210 RANCHO CUCAMONGA, CA. 91730 -8540 Los Angeles, CA 90071 T213.330.7200 F213.330 -7201 WWW.aecom =m DATE 10 - 18 -12 REV. DATE 8Y APP. SUB. R.C.E. No. `►ai ®W %P EXP. DATE RECOMMENDED C rw REMODEL EXISTING REMOVE AND CONSTRUCT WORK BY OTHERS PROTECT IN PLACE )TES= 20 15 10 5 0 20 40 I I I I i ll = 201-01' I CONTRACT NO. U07-33- 00 CT I I DRAWING N0. _._._..... — :; STA /SEGMENT DISCIPLINE/SEQUENCE A E-181 CITRUS T T REVISION SHEET NO. UK 1 "� ,89 CPUC NO, 002X -0.70 - MP 0.7, USDOT NO, 027301Y 542 of 2599 f SITE ELECTRICAL PLAN SCALE HORIZ 1"=20' REFER TO SYSTEMS DWG NO.PV000021.UO2 FOR SERVICE EQUIPMENT CONNECTION TO SIGNAL SHELTER. KI r N N m m 0 N J a i r V 0 a a U� 78 o Qx V E ..- 0-0 o� ao¢ ,aLr v 0C" V" > — 06 -0 - 0 0 ,o a 0 . N / s . E 0 II N o d CURVE DATA NO. R Q L T 1Q 300.00 05 °57`34" 31.20' 15.62' 2O 60.00' 39 °32'51" 41,41' 21.59' �3 75.00' 55 °04'56" 72.10' 39.11' 4O 57.00' 28 °58'56" 28,83' 14.73' 5 90.82' 43 °19'58" 68.69' 36. D8' XL V (n V•VO/ Z) 000 la io °o% N' MS 4271 IP 120032 �C a`) _ j (16 a o 1 N H_ N - a) u 2 10 I �1 h C _N M N M N 't N C 000 O Nto (0to vs ✓✓ N 3 $ I 10 - 18- 121100% FINAL DES I REV. DATE - - -- 9 +00 10 +00 11 +00 12 +00 21 STREET SIGN 22 CURB WALL I C ' POARCR ROAD EX RCT 45 I TRACK � RCTC ,R /W - �7ViQ 23 TRAFFIC SIGNAL PULL BOX ,, 150' ECR \ ��/. �� 24 RETAINING WALL I; 37 STA 1041.80 END AC PAVEMENT \ ��Q/ c® ®J 25 FIRE HYDRANT 150'37 S �: 48 37 , 31.23' LT STA 10 *68.51 ', \ �/�^ (/� 57.501'0- 03.60, I 53. LT \ .' /!�/F T�' 26 WATER METER HEADWALL 6 32 NO NO. 1-13 �/6 \ 27 MANHOLE I (TYP) `, 32 , ' EC END AC PAVEMENT 28 UTILITY POLE 2® STA 10 +85.94 PUBLIC R/W_ \ 29 UTILITY POLE ANCHOR STA 9 +42.05 1 I. 41.27' LT \ 17.50' LT 5 EP \ 30 BARRICADE 41.98 PVL TRACK STA 4 23x70.82= "� I 10 *71.65 \ / 31 PEDESTRIAN WARNING DEVICE AND GATE W/ FLASHER POA CH RD STA 10}00.00 „ 2 BC EGIN AC / 32 WARNING DEVICE ASSEMBLY Rf� AVEMENT STA 10 +81.78 \ DIN EXIST4NG , ` 17 , N 2294821.314 POARCH RD 33 PEDESTRIAN SWING GATE 38 13 E 6240288.403 FUTURE I 38 18' G 1 EC CONST \ \ 34 PEDESTRIAN WARNING DEVICE AND GATE LOCKED _ STA 10 +97.40 35 DETECTABLE WARNING STRIP GATE 13 _ — ® ®_ i _ -- - - ° "� - _ —_® N59 ° 15'20 "E 41'48.75' _ 11 +00 — - — _ ®, ®_ _ 36 PEDESTRIAN BARRICADE AND METAL HAND RAILING N53 17 46 "E _ _ _ ®_ —�— - 113.80° .07' I PCC 12 +00 — — - — ® ° - 37 WIRE MESH TYPE FENCE 178 ® "� 1., ° STA 10 +71.23 ° 38 12.52' RT 38 SECURITY ACCESS GATE D 15 [ 17 LOCKE. 39 BOLLARD ® GATE , I I. f , 13 4 BC 40 SIGNAL SHELTER 20 1 END AC PAVEMENT 41 PRECAST CONCRETE PANEL GRADE CROSSING SYSTEM C N a NO. 1 -R A BC ' I3742 STA 10 +79.35 � STA 9 +41.92 �, 32 ° STA 9 5.07 ` 39.86' RT PUBLIC R/W 42 REINFORCED CONCRETE BLOCK WALL ®17.5 ' RT o 17.50' R 3 43 RIVER ROCK Z Z NO. 9 32 m " ECR 44 CLASS II AB PER TYPICAL CROSS SECTION Y p I. I 1 49.57STA 10 6.57 END AC PAVEMENT 45 MAINTENANCE ROAD EXIST EP 25° ' R C:) I STA 10 +58.53 20 15 10 5 0 20 40 ° I1t 45 1 52.38 RT NOTES= 10 `� II I II — 40 1 = 20 —0 ® ' PRIVATE PROPERTY 1. REFER TO DRAWING S - W -003 FOR LEGEND AND ABBREVIATIONS. TYP 39 , 1 ®� 2. REFER TO DRAWING S -W -004 t ' `150'37 FOR CONSTRUCTION 27' t NOTES. 37 38 120 1, ► ° ® 3. REFER TO TRACK PLANS ® FOR TRACK ALIGNMENT. N' �` , i 4. S YSTEMS PLANS FORDETAIILS OF ®' 37 ® INSTRUMENT SHELTERS. T NO, B I W -215 REVISION SHEET NO. 598 OF 2599 SCALE HOR I Z 1`--20 1 VERT 1 "= 4 ' C C 'wrC ®C+'C 6s V ®! f RI VERSI D E TRANSPORTATION DEP T ENT DESIGNED BY A. G RIVERSIDE COUNTY TRANSPORTATION COMMISSION _ DRAWN BY M A L- MASHA -- PPROVED TE a so _a _ APPROVED - BY SCRRA - APPROVED - BY RCTC -- CHECKED BY R. SILOS ALAN FRENCH, PE APPROVED BY L. L MOHR STV Incorporated ENGINEERS /NRCNITECTS /PLANNERS /CONSTRUCTION MANAGERS 9130 ANAHEIM PLACE,SUITE 210 RANCH O CUCAMONGA, CA. 91730 -8540 TRANSPORTATION AECOM USA, Inc. 515 S, Flower Street, 4th Floor Los Angeles, CA 90071 7213.330.7200 F213.330.7201 ISUB R.C.E. NO. EXP, DATE ® ® RECOMMENDED RECOMMENDED C DATE 1 -1 -12 P P T NO, B I W -215 REVISION SHEET NO. 598 OF 2599 SCALE HOR I Z 1`--20 1 VERT 1 "= 4 ' s N D] 0 O N Q- / t V O O O. Q i _• UZ O N a S uE ov _o c y I a 0 ( r >Ia 0: /U m In Uj > _ O y C ® O_ _O Od O " Vl EN /` O O II o Q yiV) • / ® p O IQ 0ou U a / 2 /U. V)/ C C d N t0 O I N I � C N U N L i P Stn N K) N M N (n N 0 (o r 3 CONSTRUCTION SYMBOLS t ve N C6 t0 0 N n. / s 0 0 a n U- O 0 ax U E J o'D C a a / U = V1 O a/ U/ > 6 8 , 0 D y O O c i as O Z m / L E (D - p u OU a s � = U ui v V) � IQ u � / d /U.N to / _ r m ao I N I 10 I P V n NCNN Cq N 01 N O1 p U O LO 3�3 C OUNTY OF r TRANS D EPARTMENT APPR /' wnw FRENCH, PE 0 -18 -1 REV. I DATE DESIGNED BY A. GHARIBIAN DRAWN BY A. GHARIBIAN APPROVED - BY SCRRA CHECKED BY R S ILOS APPROVED - BY RCTC STV Incorporated TRANSPORTATION APPROVED BY AECOM USA, Inc. L • M OHR ENGINEERS /ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 5155. Flower Street, 4th Floor DATE 9130 ANAHEIM PLACE, SUITE 210 Los Angeles, CA 90071 RANCHO CUCAMONGA CA 91730 -8540 T 213.330.7200 F 213.330.7201 www.aecom.com 10 20 1 1 T NO. C07 -33 -123 B I W °217 REVISION SHEET NO. 600 OF 2599 SCALE HORIZ 1 "= 10'f 100% FINAL DESIGN R,C.E. No. 74 / V BY SUB. APP, RECOMMENDED Gam_ EXP. DATE O CONSTRUCT 0� REMODEL EXISTING � -, EXISTING ❑O REMOVE AND CONSTRUCT ❑ REMOVE f✓ WORK BY OTHERS O PROTECT IN PLACE CONSTRUCTION NOTES: 1 6" CURB & GUTTER 2 8" CURB & GUTTER 3 8" CURB FOR EXISTING PAVEMENT 4 8" CURB 5 4" PCC CONCRETE 6 RESIDENTIAL DRIVEWAY WITH A.G. DIKE 7 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT CURB 8 COMMERCIAL DRIVEWAY WITH SIDEWALK AT CURB 9 CROSS GUTTER 10 CROSS GUTTER WITH SPLASH AREA 11 ASPHALT CONCRETE DIKE 12 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT R/W 13 AC PAVEMENT PER TYPICAL CROSS SECTION 14 COLD MILL EXISTING AC 15 SAWCUT 16 GUTTER DEPRESSION FOR CURB OPENING CB 17 ASPHALT PAVEMENT FOR GRADE CROSSING 18 CURB RAMP 19 TREE 20 SAFETY LIGHTING 21 STREET SIGN 22 CURB WALL 23 TRAFFIC SIGNAL PULL BOX 24 RETAINING WALL 25 FIRE HYDRANT 26 WATER METER 27 MANHOLE 28 UTILITY POLE 29 UTILITY POLE ANCHOR 30 BARRICADE 31 PEDESTRIAN WARNING DEVICE AND GATE W/ FLASHER 32 WARNING DEVICE ASSEMBLY 33 PEDESTRIAN SWING GATE 34 PEDESTRIAN WARNING DEVICE AND GATE 35 DETECTABLE WARNING STRIP 36 PEDESTRIAN BARRICADE AND METAL HAND RAILING 37 WIRE MESH TYPE FENCE 38 SECURITY ACCESS GATE 39 BOLLARD 40 SIGNAL SHELTER 41 PRECAST CONCRETE PANEL GRADE CROSSING SYSTEM 42 REINFORCED CONCRETE BLOCK WALL 43 RIVER ROCK 44 CLASS II AB PER TYPICAL CROSS SECTION 45 MAINTENANCE ROAD i • 1 s N OD N 1 m 0 N a- a z V O CL a UD O 0 0.= UE o_0 orp a a°1 v On o a� > L ® 6 U O a as O" Inn- L N- 0 u In a N W.?—/ °oo U H- Q_ UU� L c C ,�o. Ln c000 N 1 _ U Nu GI~ - Umx � i 1 - o .- f, "t NtnCgn C'4'* N 4 000 N toto to N 33� 4 z �a LEGEND: I 1 WORK TO BE PERFORMED e I SIGNING AND STRIPING - CONSTRUCTION NOTES- 1 ,! 1 e INSTALL 24" LIMIT LINE pe\ S e e 1 INSTALL DOUBLE YELLOW LINE - DETAIL 22 A � ` INSTALL 8" WHITE BARRIER LINE - DETAIL 38A \ ❑7 INSTALL SIGN AND POST AS INDICATED REMOVE EXISTING STRIPING 11 INSTA 4" WHITE I TYPE G SUPPLEMENT SPACED 4' 0 CNG DETAIL 27B ° 12 INSTALL ARROW (TYPE AND DIRECTION AS INDICATED) 14 INSTALL DOUBLE YELLOW CENTERLINE WITH RPMS TYPE H SUPPLEMENT SPACED 4' O.C. - DETAIL 21 N 29 INSTALL 6" WHITE LINE 1 i i e 1 e s I \ e I. I '7 cy— z Y 1� Q I i I 1 7 R5 -1 V � PVLM TRACK RCTC R/W 171 PRIVATE R/W -1 1 1 / L I 1 I iffibmill 1 1 � � 29 1 1 1 1 I PUBLIC R/W 7 [l I I – L "U > j SPECIA EM SEE DETAIL 1 I 1 1 E N D �� 20° SPECIAL EMERGENCY SIGN " " " __ TRANSPORTATION ALAN FRENCH, PE APPROVED BY STV Incorporated MOHR AECOM USA, t e. R.C.E. N0. EXP. DATE ® ` e ENGINEERS/ ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 515 Angeles, Street, 4th Floor NAL DESIGN 9130 ANAHEIM PLACE, SUITE 210 Los Angeles, CA 90071 BY APp RECOMMENDED I I DATE 10 -18_12 RANCHO CUCAMONGA, CA. 91730 -8540 7213.330.7200 F213.330.7201 SUB. DO NOT STOP ON TRACKS , T NO. B I W ®218 REVISION SHEET NO. 601 OF 2599 SCALE HORIZ 1 20' SIGNING AND STRIPING - GENERAL NOTES: 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE 2010 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD, THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS DATED MAY 2006, AND ALL ADDENDUMS THERETO, and THE 2009 SCRRA ENGINEERING STANDARDS 4005 -4032 AND 8038 -8039, EXCEPT AS MAY BE MODIFIED PER THE PROJECT PLANS. 2. SIGN INSTALLATIONS SHALL CONFORM TO THE 2010 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD, THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006, AND ALL ADDENDUMS THERETO. 3. THE CONTRACTOR SHALL, AT HIS /HER EXPENSE, RE-STRIPE EXISTING STRIPING AND REPAINT CURB MARKINGS DAMAGED BY THE CONTRACTORS OPERATIONS, WHETHER OR NOT SHOWN ON THE PLANS FOR REPLACEMENT. 4. EXISTING STRIPING AND PAVEMENT MARKINGS ARE SHOWN AS A SCREENED LINE OR OBJECT. THESE EXISTING STRIPING AND MARKINGS ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. 5. AT LOCATIONS WHERE EXISTING PAINTED CURB IS TO BE RECONSTRUCTED, THE CONTRACTOR SHALL PAINT THE NEW CURB AS SHOWN ON THE PLANS WITHIN 10 WORKING DAYS OF CURB CONSTRUCTION OR AS DIRECTED BY ENGINEER. THE PAINT SHALL BE WATER -BASED WITH 2 -YEAR GUARANTEE AGAINST COLOR FADING. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER WRITTEN PROOF OF THE MANUFACTURER'S 2 -YEAR GUARANTEE. 6. REMOVE ALL EXISTING CONFLICTING STRIPING, PAVEMENT MARKINGS, LEGENDS, AND RAISED PAVEMENT MARKERS, EVEN IF NOT SHOWN ON PLANS. REMOVAL OF STRIPING, PAVEMENT MARKINGS AND LEGENDS SHALL BE DONE BY WET SANDBLASTING AND /OR GRINDING. PAVEMENT SURFACES ARE TO BE FREE OF ALL REMOVAL RESIDUES PRIOR TO APPLICATION OF PAINT. BLACK OUT OF REMOVAL AREAS IS NOT PERMITTED. 7. ALL NEW STRIPING SHALL BE LAID OUT AND APPROVED BY THE ENGINEER PRIOR TO FINAL INSTALLATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER COMPLETING LAYOUT AT LEAST 3 WORKING DAYS BEFORE COMMENCING INSTALLATION OF STRIPING, MARKINGS AND PAVEMENT MARKERS. 8.STRIPING DETAIL NUMBERS NOTED REFER TO STANDARD PLANS A20A THRU A20D AND PAVEMENT MARKINGS REFER TO STANDARD PLANS A24A THRU A24E, AS REQUIRED. 9. TRAFFIC SIGN FACE REFLECTIVE SHEETING SHALL BE 3M "ASTM TYPE 11" OR APPROVED EQUAL WITH PROTECTIVE GRAFFITI OVERLAY FILM OR AS OTHERWISE NOTED. ALL WARNING SIGNS SHALL HAVE A FLUORESCENT YELLOW BACKGROUND AND SCHOOL SIGNS NOTED SHALL HAVE A FLUORESCENT YELLOW -GREEN BACKGROUND. 10. ALL SIGNS SHALL BE STANDARD SIZE PER MUTCD. GRADE CROSSING SIGNS SHALL BE PER TABLE 813-1, "SIGN SIZES FOR GRADE CROSSING SIGNS" OF THE CA MUTCD, 2010 EDITION, UNLESS NOTED OTHERWISE. EXACT LOCATIONS OF SIGNS SHALL BE DETERMINED BY THE RIVERSIDE COUNTY ENGINEER, 11, SALVAGED SIGNS AND SIGN POST SHALL BE DELIVERED TO A LOCATION AS SPECIFIED 0.5° BY RIVERSIDE COUNTY. 12. STRIPING SHALL BE APPLIED WITHIN 48 HOURS OF SURFACE COURSE REPLACEMENT ON STREETS OPEN TO THE PUBLIC, IN NO CASE SHALL A NEWLY PAVED STREET OPEN TO THE PUBLIC BE LEFT UNSTRIPED OVER A WEEKEND OR A HOLIDAY. 13. A MINIMUM OF SEVEN DAYS SHALL BE PROVIDED BETWEEN FIRST AND SECOND COAT OF PAINT. 14. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. 20 15 10 5 0 20 40 i 1 9 1 1 = 20'-0" lip 1111;irI7 ;it]1�] R =1.5" N t® O N a / s V 0 O O O C. u D O W a 2 U E� 0 - 0 oN a I CL 0 Q Aa m m /v � � 1n O a / V / > 1 � O L v 0 � (D O.. 0 C� CI-0- O N N-Z E N O 0 CL CM e U O UJ.' N N U00 D /O0 � IQ o0U UH / d/U in 0' (D* 0 I N�GI I 1 � "t r� N_MN r+) N � N 0 000 NEDto4D P $ T i 1111111111 MS 4271 IP 120032 DESIGNED 0 18- 12100%FINAL DESIGN A. G H ARIBIAN R.C.E. No. Y aors ` EXP. DATE [_L.._. RECOMMENDED Lt- REV. I DAT By SUB. A PP. DESIGNED BY A. G H ARIBIAN W DRAWN BY A. GHAR I B I A N 1 U APPROVED - BY SCRRA CHECKED BY R SILOS ECOMU A,Inc. ON APPROVED BY STV Incorporated L MOH R AECOM USA Inc. e ENGINEERS/ARCHITECTS/PLANNERS/CONSTRUCTION MANAGERS 515 S. Flower Street, 4th Floor DATE 9130 ANAHEIM PLACE, SUITE 210 Los Angeles, CA 90071 RANCHO CUCAMONGA CA 91730 - 8540 i T 213.330.7200 F 213.330.7201 www.aecom.com MORTON ROAD SIGNING PLAN '1S B I W -219 REVISION ISHEET N0. 602 OF 2599 SCALE NOT TO SCALE as 1 � r 10 SIGN LEGEND DEAD 30" X 30" SPECIAL SIGN END SERIES 5" BLACK LETTERS ON WHITE W14 -1 TO BOX SPRINGS ROAD AND 1 -215 N CATION OR REMOVAL OTHERS. TOLE INFORMATION )SSING, SEE DWG A -U -703. - ACILITIES SHOWN ON THIS AND SHALL BE VERIFIED IOR TO CONSTRUCTION. DETAILS OF PROPOSED N OF SIGNAL CONDUITS FOR ICT WITH EXISTING SHALL INSTALL CONDUITS APPROVED METHODS AND N OF UTILITIES. R C &S CONDUITS AND FIELD VERIFY ALL CONFLICTS SIGNAL CABLES/ EQUIPMENT, -IAT MIGHT IMPAIR CONSTRUCTION DIES FOUND SHALL BE REPORTED L N O N N m t0 O N O_ .c V O O d Q V ... O 0 a 2 UE J oa o� a 1 CL 0 Q U = a) 1n O a/ > ® 6 O 0 c i as O N N Z E (D- O u In o a V7 U00 /OO � IQ o0U UH / o /U.N N •Ca m P CL N ILU iv 2 F- U U �Of y i I for n Nr+7NM C'4 -t N 0 ,t Cn 0 It N (0oto to CNI 3 MS 4271 no -me ALAN FRENCH, PE R.C.E. No. if J EXP. DATE By SUB. APP. RECOMMENDED G DESIGNED BY L. MAN DRAWN BY F. RAMIREZ CHECKED BY R. SILOS APPROVED BY L. MOH DATE 10 -18 -12 APPROVED - BY SCRRA I APPROVED - BY RCTC STV Incorporated TRANSPORTATION AECOM USA, Inc. ENGINEERS! ARCHITE CTS /PLANNERS /CONSTRUCTION MANAGERS 515 S. FIOWef Street, 4th Floor 9130 ANAHEIM PLACE, SUITE 210 Los Angeles, CA 90071 RANCHO CUCAMONGA, CA. 91730 -8540 T 213.330.7200 F 213.330.7201 W WW.aewm.com CONTRACT NO. UUI - 33-- 123 -UU DRAWING NO. STA /SEGMENT DISCIPLINE/SEQUENCE B W -220 REVISION I SHEET NO. 1 603 of 2599 SCALE HORIZ 1 20' .a 20 15 10 5 0 20 40 1 1 1 1 1 " = 201 -011 TE: CONTRACTOR SHALL PROTECT IN PLACE, ALL UTILITIES CROSSINGS OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. O CONSTRUCT J REMODEL EXISTING N N N I 0] I (0 N CL CL t v 0 Q _a I U � 0 N a 2 U E — 0 , 0 C to a I ry AO- � U In 0 0 > 1— - 08 O C O m a— C � :1 0 N / E 0/ O O 11 as U 3 ( U —" h � I Q 0oU UF• �/U N CL N/ 6 •`- a P C 0 I N ICU iv2Z Ugu I IO � e`�t) N r07 (V M N0)N N 0 O 0 to ___.z. -. L.. O a w (,® Q z ._ . ....... . ... -� J Ln 0- _< FS _ I _ c� I .... ........ . . ..... - �A 100 1354 1 RIPRAP� , ...... .,�� _ - ....,., flr16i =5.78 m f lo l I I \ 1 I � . I I 0 0 1' 1354 CONSTRUCTION SYMBOLS r_j EXISTING L_j \,j REMOVE AND CONSTRUCT E] REMOVE WORK BY OTHERS O PROTECT IN PLACE CONSTRUCTION NOTES= 60- CONCRETE ENCASEMENT 62 - 24" RCP 64 - 36" RCP 68 - CONC. HEADWALL 70- CONCRETE COLLAR 72 - PIPE, SIZE & MATERIAL PER PLAN 73 - 8" PERFORATED DRAIN PIPE 74 - RIPRAP 75 - 8° DRAIN PIPE 76 - 8" ELBOW 77- CLEANOUT 80 - METAL HANDRAIL NOTES: FLOW ELEV 42300 (L) 1. SEE DWG B -W -220 FOR UTILITY RELOCATION. 2. SEE DWG S -W -007 FOR RCP CONCRETE ENCASEMENT 3. SEE DRAINAGE CALCULATIONS - GRADE CROSSING, DATED AUGUST 2012 FOR DETAILS OF HYDROLOGY AND DRAINAGE CALCULATIONS AT THIS CROSSING. 4. RCTC TO MAINTAIN DRAINAGE SYSTEM WITHIN RCTC RIGHT-OF -WAY. STATION FLOW ELEV 42300 (L) 1352.89 424 *73 (L) 1358.44 SEE DWG S -C -103 FOR TYPICAL TRACK DITCH SCHEDULE 2' 1' 0 2' 4' i I I I VERT 1 = 2 20 15 10 5 0 20' 40' I I I I HORIZ 111 - 201 -011 1 RIVERSIDE COUNTY TRANSPORTATION COMMISSION f{ CONTRACT No. col - ss- 123 -00 DRAWING N0. STA /SEGMENT DISCIPLINE /SEQUENCE ED - BY SCRRA APPROVED - BY RCTC y -'., _ I f fr J r€ MA # EK ;' / I REVISION SHEET N0. r t , I TRANSPORTATION CPUC NO, 002X -5.20 MP 5,2 USDOT N0, 027311E 604 of 2599 STV Incorporated , AECOM USA, Inc. : 913�0LANAHEIM �r PLACE � s � TE s 210 sTR��r�O� ��A�ERS LosAng F Angeles, 90071thFloor �,� x , I J i I ! 1/ DRAINAGE AND GRADING ®PLAN &PROFILE SCALE HoR l z 7 " =20' Los Angeles, CA 90071 RANCHO CUCAMONGA, CA. 91730 - 8540 ``'f �� T 213.330.7200 F 213.330.7201 www.aecom.com �'.;� Of- cm, c ( IMI V E R T 1"=2 � 0 a e- ou� i III V1nn =5.00 FPS 1 *00 I III :u I ` it 0 r N N N N m 0 0 N a / r U 0 a a U� O m a= u I o o� 1 I CL 0Q U Z) v to U% > _ ® 6 -0 O ' O jN a O d C / 7 / O N N J L EN- u o a � /OO IQ oov g Ur/ o V) c m n I I N ILU N� N "I U � I I O �I to04n _N M N N O N O 11 0 00 0 4 to cO c0 N 333 WE MAINTAIN 1' CLEAR FROM R/W VARIES JOIN EXI POARCH ROAD 35'& VARIES STA 9 *41.98 TO STA 1071.65 MS 4271 IP 120032 COUNTY OF RIVERSI DEPARTMENT ALAN FRENCH. PE 10 -18 -12 100% FINAL DESIGN REV. ( DATE BY i R.C.E. No. EXP. DATE I ` Af APP. RECOMMENDED `L DESIGNED BY A. GHARIBIAN DRAWN BY A. GHARIBIAN CHECKED BY B. BALDERRAMA APPROVED BY L MOHR DATE 10 -18 -12 STV Incorporated TRANSPORTATION AECOM USA, Inc. ENGINEERS /ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 515 S. Flower Street, 4th FIOOT 9130 ANAHEIM PLACE, SUITE 210 Los Angeles, CA 90071 RANCHO CUCAMONGA, CA. 91730 -8540 T 213.330.7200 F 213.330.7201 www.aecom.com NO. B I W-222 REVISION SHEET NO. 605 OF 2599 SCALE NO SCALE 5 :1 OR FLATTER R/W MAINTAIN 1' CLEAR FROM R/W I 1' VARIES `s 5 :1 OR FLATTER JOIN EXIST APPROVED - BY SCRRA I APPROVED - BY RCTC O CONSTRUCT (X REMODEL EXISTING � J EXISTING REMOVE AND CONSTRUCT F] REMOVE WORK BY OTHERS o PROTECT IN PLACE CONSTRUCTION NOTES: 1 6" CURB & GUTTER 2 8" CURB & GUTTER 3 8" CURB FOR EXISTING PAVEMENT 4 8" CURB 5 4" PCC CONCRETE 6 RESIDENTIAL DRIVEWAY WITH A.C. DIKE 7 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT CURB 8 COMMERCIAL DRIVEWAY WITH SIDEWALK AT CURB 9 CROSS GUTTER 10 CROSS GUTTER WITH SPLASH AREA 11 ASPHALT CONCRETE DIKE 12 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT R/W 13 AC PAVEMENT PER TYPICAL CROSS SECTION 14 COLD MILL EXISTING AC 15 SAWCUT 16 GUTTER DEPRESSION FOR CURB OPENING CB 17 ASPHALT PAVEMENT FOR GRADE CROSSING 18 CURB RAMP 19 TREE 20 SAFETY LIGHTING 21 STREET SIGN 22 CURB WALL 23 TRAFFIC SIGNAL PULL BOX 24 RETAINING WALL 25 FIRE HYDRANT 26 WATER METER 27 MANHOLE 28 UTILITY POLE 29 UTILITY POLE ANCHOR 30 BARRICADE 31 PEDESTRIAN WARNING DEVICE AND GATE W/ FLASHER 32 WARNING DEVICE ASSEMBLY 33 PEDESTRIAN SWING GATE 34 PEDESTRIAN WARNING DEVICE AND GATE 35 DETECTABLE WARNING STRIP 36 PEDESTRIAN BARRICADE AND METAL HAND RAILING 37 WIRE MESH TYPE FENCE 38 SECURITY ACCESS GATE 39 BOLLARD 40 SIGNAL SHELTER 41 PRECAST CONCRETE PANEL GRADE CROSSING SYSTEM 42 REINFORCED CONCRETE BLOCK WALL 43 RIVER ROCK 44 CLASS II AB PER TYPICAL CROSS SECTION 45 MAINTENANCE ROAD 0 m O CONSTRUCT J REMODEL EXISTING �_j EXISTING REMOVE AND CONSTRUCT REMOVE WORK BY OTHERS o PROTECT IN PLACE CONSTRUCTION NOTES: 81 LOCATION OF NEW DUAL FIXTURE SAFETY LIGHTING. PROVIDE POLE, LUMINAIRES, PULL BOX AND FOUNDATION. FOR REQUIREMENTS, SEE GENERAL NOTES 11 AND 13 ON DWG S- W-009. 82 2 "C, PVC SCHED 40 W/ 2 #8 & 1 #8 GND. 83 POINT OF CONNECTION, EXISTING POWER POLE FOR AC SERVICE CONNECTION. COORDINATE WITH CITY OF RIVERSIDE PUBLIC UTILITIES FOR AVAILABLE CAPACITY AND RISER INSTALLATION, 84 FOR CONDUIT RUNNING BELOW TRACK TO UTILIZE SAME TRENCH AS THOSE USED TO INSTALL TRAFFIC OR SIGNALING CONDUIT WHERE APPLICABLE. REFER TO GENERAL NOTE 10 ON DWG S - W -009. 85 PROVIDE SERVICE EQUIPMENT INSTALL 120/24OV, 1 PHASE, 3 -WIRE TYPE III -BF SERVICE EQUIPMENT ENCLOSURE AND FOUNDATION AS PER ES -2C AND ES -2E METER #1 (LS -3) 100A, 2P, 240V - MAIN BREAKER CIRCUIT -1: 30A, 2P, 240V - SAFETY LIGHTING CIRCUIT -2: 15A, 1P, 120V - PEU FOR SAFETY LIGHTING 86 3 "CO PVC SCHEDULE 80. 87 PROVIDE SERVICE EQUIPMENT INSTALL 120/240V, 1 PHASE, 3 -WIRE TYPE III -BF SERVICE EQUIPMENT ENCLOSURE AND FOUNDATION AS PER ES -2C AND ES -2E METER #1 (TC -1) 100A, 2P, 240V - MAIN BREAKER (SIGNAL SHELTER) 88 2 "C PVC SCHEDULE 40 W/ 2 #8 &1 #8GND. ROUTE CONDUIT INSIDE SIGNALING CONDUIT TRENCH. 90 NO. 3 1/2 PULL BOX PER CALTRANS STANDARD PLAN ES -8 SIGNAL 82 89 } o i %` SHELTER 82 CN W i F 86 ' E m NOTES: N o a {i 1. REFER TO SYSTEMS DWG NO. PV000021.U12 FOR V SERVICE EQUIPMENT CONNECTION TO SIGNAL SHELTER. 1. 82 84 \ 1 0 (° 0 r CL a 87 UD o 86 TYP i r o? E 0 �1 1 a 0 ¢ 20 15 70 5 D 20 1 40 �� (E) POWER POLE 83 �� = 201_011 »� 0 a/ 5 0 a° C O'"' E N p IImoa 1 N uo ° I a00 UF/ ^' ` MS 4271 IP 120032 � , a r ,C N ��U DESIGNED BY _ .. CO UNTY OF R IVERSID E P TRUONG RIVERSIDE COUNTY TRANSPORTATION COMMISSION -''Er CONTRACT NO. C07 -33- 123 -7 N��u U Um p A J / /// j TR DRAWN BY x ""` " "'" 1.. j - ` T �'' � E I L I DRAWING N0. P. TRUONG APPROVED - BY SCRRA APPROVED - BY RCTC 'ti $TA/SECMENT DI$GIPLINE /$E UENGE CN rjNM APPROVE Y. ATE ® , ® ® t " -" N -'t N CHECKED BY ",t B. MASCARDO ` R s M ° t; N UP A CROSSING B E -208 REVISION SHEET NO. CNOOO N ° °° ALAN FRENC PE STV Incorporat TRANSPORTATION _ CPUC NO, 002X -5.20 - MP 5.2 USDOT NO. 027311E 606 OF 2599 tp APPROVED BY ® � s;t y ��/ s L - MOH p i AI USA, Inc. s� %E - ,� " I N •'b� R.D.E. NO. _ EXP, DPTE __ R ENGINEERS /ARCHITECTS /PLANNERS /CONSTRUCTION MMIAGERS 5155. FOWef 5tree1, 4fh F1001' �'� L r f +i Il` SITE ELECTRICAL PLAN SCALE 0 100% FINAL DES � GN s13o ANAHEIM PLACE, sulrE zto Los Angeles, CA 90071 DATE t �� f REV. DATE 6Y SUB. APP. RECOMMENDED 46 1 ®_18_12 RANCHO CUCAMONGA, CA. 97730 -8540 7213.330.7200 F213.330.7201 www.aecom.com \\ 'rt ; ear% ® HOR I Z 1 "— 20 ' t W N i 3 e m i co 0 N 0_ O O L a c m E .r L O CL m 0 m L_ U- c 'w m v m L U L O O a L m v O m c b z U I.. n M N 0 O E c mj a� y L � O U mm s E L d 0 L lL C d t L 0 Q CL L v L 0 N rn s 0 r U I 0 O st N d L M N O E co 0 N y L 0 O U N N O II d wo � O O M w a-a a-J � r-v o .. L �a 0 m aw Lo N Z D a. a. C N M �'�, .o' % f �' ,' .� L N r N I 3 I m I �o 0 N a / 0 0 `o. �' .. E L 0 a 0 / ,_ o, . d t U `o 0 a i 0 0 L �..� U M N 0 E 1 �/ �� ' �o II a` �/ wo �� 0 0 a �a a oN �� ../ �o r MS 4271 IP 12� ®3 �� J m � 1 -31 -14 DCN 035 - POARCH R � W � 1 0 -24 -13 DCN 018 - DRAINAGE / a a 12 -18 -12 AS -BID !CONFORMED N /MM REV. I DATE �� STA 9+ I I I ( I I ( I w t/1 Y 1--- Q LIDE GATE FE CE-- EE NOTE 1 � l a - - —' — :� ° CANTILEVER - 04 SLIDE GATE L =16' SEE NOTE 1 :,� STA 9 +52.00 15.98' RT J v v v R /W� ON -SITE ACCESS CONTROL STA 9 +501,.73 19.84' RT I, I ' I � I RCTC R/W ( � 37 150' � � I I � � � ' I � � I HEADWALL ' (TYP) i � I I STA 9 +51.59 � � 1 36.02' LT i GATE OPERATOR � I SEE NOTE 1 i � � STA 9 +51.71 16.02' LT � � VEHICLE I ETECTION OOP � T 3 � 24' ARM GATE I M — - -- - - - - - — ._ _ 32.48' rl "" �_. _ _. _. e� _.. ..� / � GATE � �SEE 1 SEE NOTE 2 SLIDE GATE FEN E SEE NOTE 1 STA 9 +5 . �1 OS2� DT iN� I i j I 6 � If ,� __ �.__� � � w ,+ �o I � I� II Ij ___I_. I �` 1 I .� ( I `y I I +� PVLM TRACK � CONSTRUCTION SYMBOLS ti Q CONSTRUCT �� REMODEL EXISTING �J EXISTING OQ REMOVE AND CONSTRUCT REMOVE (J WORK BY OTHERS O PROTECT IN PLACE ~� CONSTRUCTION NOTES ,- ,� 1 6" CURB & GUTTER -~ � 2 8" CURB & GUTTER O 3 8" CURB FOR EXISTING PAVEMENT ,~ ` 4 8" CURB ~~ '� � 5 4" PCC CONCRETE PRIVATE R /W,.' ,� �G 6 RESIDENTIAL DRIVEWAY WITH A.C. DIKE �P � 7 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT CURB ,f � Q � � 8 COMMERCIAL DRIVEWAY WITH SIDEWALK AT CURB �` 9 CROSS GUTTER GATE OPERATOR .' �` 10 CROSS GUTTER WITH SPLASH AREA SEE NOTE 1 I iINYllI RCTC R/W STA 10 +14.91 25.12' LT, 0 8 _I.._._a---- '- - -� t T SLIDE GATE FENCE 21 STREET SIGN SEE NOTE 1 22 CURB WALL STA 10 +22.00 Q 23 TRAFFIC SIGNAL PULL BOX 14.96' LT 24 RETAINING WALL X25' ARM GATE 25 FIRE HYDRANT ' - — - — - — - 1- 26 WATER METER - - - - ° -- - -- 11 +00 - -- --- -' -- 27 MANHOLE CANTILEVER BO 28 UTILITY POLE SLIDE GATE STA 10 +81.78 29 UTILITY POLE ANCHOR L =16' POARCH RD SEE NOTE 1 CONST � 30 BARRICADE 31 PEDESTRIAN WARNING DEVICE AND GATE W/ FLASHER STA 10 +22.00 32 WARNING DEVICE ASSEMBLY 17.04' RT 33 PEDESTRIAN SWING GATE SLIDE GATE FENCE 34 PEDESTRIAN WARNING DEVICE AND GATE SEE NOTE 1 �' � i � r � r 11 ASPHALT CONCRETE DIKE 29' I � '' 12 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT R/W 37 � r � � I -,33 40 RT ��1 DRAWN BY A. GHAR I B 1 AN STA 10 +48.63 13 AC PAVEMENT PER TYPICAL CROSS SECTION +22,00 ��,= 42.06' LT �~ PUB C R/W 14 COLD MILL EXISTING AC LT OPTICO DETECTOR (TYP> t ' STV Incorporated ENGINEERS /N2CNITECTS /PLANNERS /CONSTRUCTION MANAGERS 9130 ANAHEIM PLACE, SUITE 210 RANCHO CUCAMONGA, CA. 91730 -8540 SEE T 3 15 SAWCUT ,� STA 10 +30.81 16 GUTTER DEPRESSION FOR CURB OPENING CB 29.70' LT 20 17 ASPHALT PAVEMENT FOR GRADE CROSSING `� ' 18 CURB RAMP 1 ON -SITE ACCESS CONTROL Q RpFESSI O N RCTC PERRIS VALLEY LINE DRawl Noo 13- 3- 049 -00 �,P� OH ARI B �6 2c STA 10 +31.00 f 19 TREE C 66159 � 26.41' LT SEE NOTE 2 20 SAFETY LIGHTING CN IL ROADWAY IMPROVEMENTS SCALE �,tP F °F �A��F °� GRADE CROSSING PLAN HoR I z 1 ��= 10' _I.._._a---- '- - -� t T SLIDE GATE FENCE 21 STREET SIGN SEE NOTE 1 22 CURB WALL STA 10 +22.00 Q 23 TRAFFIC SIGNAL PULL BOX 14.96' LT 24 RETAINING WALL X25' ARM GATE 25 FIRE HYDRANT ' - — - — - — - 1- 26 WATER METER - - - - ° -- - -- 11 +00 - -- --- -' -- 27 MANHOLE CANTILEVER BO 28 UTILITY POLE SLIDE GATE STA 10 +81.78 29 UTILITY POLE ANCHOR L =16' POARCH RD SEE NOTE 1 CONST � 30 BARRICADE 31 PEDESTRIAN WARNING DEVICE AND GATE W/ FLASHER STA 10 +22.00 32 WARNING DEVICE ASSEMBLY 17.04' RT 33 PEDESTRIAN SWING GATE SLIDE GATE FENCE 34 PEDESTRIAN WARNING DEVICE AND GATE SEE NOTE 1 �' � i � � `- �` STA 10 +49.93 35 DETECTABLE WARNING STRIP RIVERSIDE COUNTY TRANSPORTATION COMMISSION � STA 10 +22.00 41 PRECAST CONCRETE PANEL GRADE CROSSING SYSTEM ' `° 42 REINFORCED CONCRETE BLOCK WALL � � I -,33 40 RT ��1 DRAWN BY A. GHAR I B 1 AN 36 PEDESTRIAN BARRICADE AND METAL HAND RAILING a �`�� I `" � STA 10 +40.87 s. 10 5 � 10 20 37 WIRE MESH TYPE FENCE � 33 � 38.59' RT ' STV Incorporated ENGINEERS /N2CNITECTS /PLANNERS /CONSTRUCTION MANAGERS 9130 ANAHEIM PLACE, SUITE 210 RANCHO CUCAMONGA, CA. 91730 -8540 rr�NSPORrnrioN � /�/�� `rV/►! AECOM USA, Inc. 5155. FIOWer Streat, 4th Floof Los Mgeles, CA 90071 7213.330.7200 F213.330.7201 www.aecom.com W o I I ° � � � 37 � GATE, FENCE AND GATE OPERATOR ASSEMBLY DETAILS. 38 SECURITY ACCESS GATE STA 9 +67.67 � �° � I r� R.C.E. No. �/� Z ®� EXP. DATE �`_ � -/ RECOMMENDED DATE 10 -24 -13 20 ' `� APP. 39 BOLLARD VIDEO SURVEILLANCE 0� � �I � � CAMERA. SEE NOTE 3 �; �� 3 ^ 14 � 12' 5 . o � � � 4 5 J0 8 32 �� __ � -�_- I � t o � �� TYP 39 � � � � GATE OPERA OR 25� '4 � i SEE NOTE 1 �4, I ,I ' � ; a. l ' � i -O 1 i 1 I � ' 3 7 12 '� <� � � 3 8 �' �- 3 �1 `, I t �� STA 10 +49.93 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT ° a: GN cHA RIBIA N RIVERSIDE COUNTY TRANSPORTATION COMMISSION I` 41 PRECAST CONCRETE PANEL GRADE CROSSING SYSTEM ' `° 42 REINFORCED CONCRETE BLOCK WALL � C �t, 43 RIVER ROCK �� DRAWN BY A. GHAR I B 1 AN PROVED - BY SCRRA APPROVED - BY RCTC , 45 MAINTENANCE ROAD ��` `° s. 10 5 � 10 20 APPROVED BY• ATE ® � CHECKED BY R . SILOS CLARIFICATIONS i II ' STV Incorporated ENGINEERS /N2CNITECTS /PLANNERS /CONSTRUCTION MANAGERS 9130 ANAHEIM PLACE, SUITE 210 RANCHO CUCAMONGA, CA. 91730 -8540 rr�NSPORrnrioN � /�/�� `rV/►! AECOM USA, Inc. 5155. FIOWer Streat, 4th Floof Los Mgeles, CA 90071 7213.330.7200 F213.330.7201 www.aecom.com ALAN FRENCH, PE GATE, FENCE AND GATE OPERATOR ASSEMBLY DETAILS. � APPROVED BY � L MOH R I AS SHOWN. SEE DRAWING B -W -217.3 FOR r� R.C.E. No. �/� Z ®� EXP. DATE �`_ � -/ RECOMMENDED DATE 10 -24 -13 AND BOLLARD DETAILS. BY via_ APP. �� STA 10 +49.93 ' �, 40 SIGNAL SHELTER 47.42'RT I` 41 PRECAST CONCRETE PANEL GRADE CROSSING SYSTEM ' `° 42 REINFORCED CONCRETE BLOCK WALL � C �t, 43 RIVER ROCK �� w 44 CLASS II AB PER TYPICAL CROSS SECTION � ! � �. , 45 MAINTENANCE ROAD ��` `° s. 10 5 � 10 20 s '� I i I I �� NOTES 2 0' 37 i II ' � `, 1. SLIDE GATES SHALL REMAIN CLOSED UNLESS DURING � �, EMERGENCIES. SEE DRAWING B -W -217.2 FOR SLIDE GATE, FENCE AND GATE OPERATOR ASSEMBLY DETAILS. � 2. PROTECT ON -SITE ACCESS CONTROL WITH BOLLARDS '� AS SHOWN. SEE DRAWING B -W -217.3 FOR ON -SITE ACCESS CONTROL s AND BOLLARD DETAILS. � 3. SEE DRAWING B -E -208.1 CONDUIT ' LAYOUT FOR OPTICOM DETECTOR, ', 1 CAMERA AND DETECTION LOOPS. Q RpFESSI O N RCTC PERRIS VALLEY LINE DRawl Noo 13- 3- 049 -00 �,P� OH ARI B �6 2c STA /SEGMENT DISCIPLINE /SElUENCE �,� z GERNERT /POARCH ROAD CROSSING B W -217 C 66159 � REVISION SHEET NO. EXP.6 /30/15 ,� CPUC N0. 002X -5.20, MP 5.2, USDOT N0, 027311E 600 of 2599 CN IL ROADWAY IMPROVEMENTS SCALE �,tP F °F �A��F °� GRADE CROSSING PLAN HoR I z 1 ��= 10' �� POARCH RD j CONST j ,f t _ PVLM = � TRACK — _ BEGIN 11 R 11 END L T (D 1200.00'11 / �— STA 198 +09.25 / 37 O 16.43 8.34' O 40.00' EC STA 199 +8 .47 I I # 7 8.0' BC STA 198 +10.60 BC STA 198 +65.76 44.96' LT I n9 7r� .6 30.24' LT RCTC R/W /41. 75' L7 37 TA 199 +6 .32 35� I j 3 / 13 JOIN EXIST gC S 19 STA 8 +25.52 - 4 0 4 Q POB STA 197 +80.00 N 294900.67 E 6240028.02 Al MS 4271 IP 120032 + 1QR +Rn 99 FD TURNOUT I =1rn' I -� ~L - BC STA 201 +71.04 STA 9nn +QFR 41 1 z nn1 1 T O O O G , , , O -BEGIN 11 FD TURNOUT 13 L =150' R LU J I A ZU1 +bl.b/ 41.88' LT STA 201 +00.76 39' LT STA 201 +46.53 .17' LT JOIN EXIST 13 U - -I 13 JOIN EXIST STA 201 +70.03 38.34' LT mIgi; _ S42o 21 , 3 1 E STA 201 +22.73 RCTC R/W STA 201 +86.40 37 " 4 1'LT 4 STA 202 +36.1 39.90' L 11 END EC 4 A l T 201 +86.38 3 R1' -.,o�� 12 S 202+ CONSTRUCTION SYMBOLS O CONSTRUCT REMODEL EXISTING r-, EXISTING ❑0 REMOVE AND CONSTRUCT ❑ REMOVE WORK BY OTHERS O PROTECT IN PLACE CONSTRUCTION NOTES: 1 6" CURB & GUTTER 2 8" CURB & GUTTER 3 8" CURB FOR EXISTING PAVEMENT 4 8" CURB 5 4" PCC CONCRETE 6 RESIDENTIAL DRIVEWAY WITH A.C. DIKE 7 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT CURB 8 COMMERCIAL DRIVEWAY WITH SIDEWALK AT CURB 9 CROSS GUTTER 10 CROSS GUTTER WITH SPLASH AREA 11 ASPHALT CONCRETE DIKE 12 RESIDENTIAL DRIVEWAY WITH SIDEWALK AT R/W 13 AC PAVEMENT 14 COLD MILL EXISTING AC 15 SAWCUT 16 GUTTER DEPRESSION FOR CURB OPENING CB 17 ASPHALT PAVEMENT FOR GRADE CROSSING 18 CURB RAMP 19 TREE 20 SAFETY LIGHTING 21 STREET SIGN 22 CURB WALL 23 TRAFFIC SIGNAL PULL BOX 24 RETAINING WALL 25 FIRE HYDRANT 26 WATER METER 27 MANHOLE 28 UTILITY POLE 29 UTILITY POLE ANCHOR 30 BARRICADE 31 PEDESTRIAN WARNING DEVICE AND GATE W/ FLASHER 32 WARNING DEVICE ASSEMBLY 33 PEDESTRIAN SWING GATE 34 PEDESTRIAN WARNING DEVICE AND GATE 35 DETECTABLE WARNING STRIP 36 PEDESTRIAN BARRICADE AND METAL HAND RAILING 37 WIRE MESH TYPE FENCE 38 SECURITY ACCESS GATE 39 BOLLARD 40 SIGNAL SHELTER 41 PRECAST CONCRETE PANEL GRADE CROSSING SYSTEM 42 REINFORCED CONCRETE BLOCK WALL 43 RIVER ROCK 44 CLASS II AB PER TYPICAL CROSS SECTION 45 MAINTENANCE ROAD 10 5 0 10 20 NOTES Ill _ 101 -011 1. SEE DRAWING B -W -215 FOR IMPROVEMENTS AT THE GRADE CROSSING. 2. OF EXISTING STORM 2 DRAINAGE MOVAL HEADWALL. 3-REFER TO DRAWING B -W -218 FOR SIGNING AND STRIPING AT FIRE TRUCK TURNOUTS. CURVE DATA N0. R L L T (D 1200.00'11 0 3444" 242.51'121.67' 2O 40.00' 23 16.43 8.34' O 40.00' 22 15.79' 8.0' 4O 40.00' 29 0 29'40" 20.59' 10.57' 5O 1476.00' 4 0 21'01" 112.07' 56.06' 6O 1476 - 00 '1 3 °04'50" 1 79.36' 1 39.69' J COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT DESIGNED BY A. GHARIBIAN DRAWN BY A GHARIBIAN RIVERSIDE COUNTY TRANSPORTATION COMMISSION APPROVED - BY SCRRA APPROVED - BY RCTC APPROVED BY: ATE ®® CHECKED BY Re SILOS STV Incorporated ENGINEERS/ ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 9130 ANAHEIM PLACE,SUITE 210 RANCHO CUCAMONGA, CA. 91730 -8540 TRANSPORTATION A0cm U Inc. 5 5 A. Flowe Street, 4th Floor Los Angeles, CA 90071 7213.330.7200 F213.330.7201 www.aecom.com ALAN FRENCH, PE APPROVED BY L e MOHR 11 -31 - 14DCN 035 -POACH ROAD CLARIFICATIONS R.C.E. N0. 5-7o2 K EXP. DATE f L °,' _ �6 RECOMMENDED DATE 10 -24 -13 REV. DATE 8Y CIIR APP QROFESSIpN9< RCTC PERRIS VALLEY LINE �p GHAg F GERNERT /POARCH ROAD CROSSING C 68159 * EXP.6/3 -/15 CPUC NO. 002X -5.20, MP 5.2, USDOT NO. 027311E ROADWAY IMPROVEMENTS C IV I\- al FOF CA�_ZF FIRE TRUCK TURNOUTS AT WATKINS DRIVE B W -217.1 REVISION SHEET NO. 600.10E 2599 SCALE HORIZ 1 "= 10' 16' -0" (- 20' -0 ") OVERALL FENCE LENGTH 8' -11" ( =11' -2 ") 7 =FOR FENCE AT NW LOCATION FENCE ----------- - - - - -- 16' -0" GATE EXTENSION IN OPEN POSITION COUNTERBALANCE LENGTH all SLID GA TE OVERALL SLIDING GATE LENGTH 1 °=+0' -0 PLAN - CANTILEVER SLIDE GATE ASSEMBLY WIRE MESH TYPE FENCE PER PLAN 16' - 0 " OVERALL FENCE LENGTH v — FENCE ----------- - - - - -- 16' - 0 " GATE EXTENSION IN OPEN POSITION OVERALL FENCE LENGTH WIRE MESH TYPE FENCE PER PLAN FINISHED GROUND BOTTOM GUIDE WITH WHEELS 1.0 7' -1" .I. 8 -11" SECTION A NITS N N O N I W cn g a at LO O N Cq N N =FOR FENCE AT NW LOCATION u 1% " POST BRACE (TYP) 16' - 0 " ( =20' -0 ") OVERALL FENCE LENGTH 32' - 0 " CLEAR OPENING SLI G ATE O bAlt OPERATOR 8' - 0 " COUNTERBALANCE LENGTH 24' - 0 " OVERALL SLIDING GATE LENGTH SLID GA TE SLI G ATE ------- - - - -_ __ - -- - - 3 —___==== 'ZIG--= � - - -_ -- I I I p I f FINISHED GROUND = SLIDING GATE SHOWN IN DASHED FOR CONTRAST 7'- 1"( =8' -10 ") ,I =FOR FENCE AT ELEVATION - CANTILEVER SLIDE GATE ASSEMBLY NW LOCATION 1n =+0' -O 2" DIA FRAME (TYP) 4" DIA FENCE POST (TYP) ii •1 _ I I CL I b >- I� L12 DIA. (TYP) I �-2" DIA FRAME I I b (TYP) L I I I I I I ° I ° CONCRETE °) FOOTING (TYP) ELEVATION - FENCE DETAIL r•--2 -O 94' —(1" MANUFACTURER'S PER MANUFACTURER'S RECUMMENUAIIUNS. RECOMMENDATIONS 2. PROVIDE HANGER AND BOTTOM GUIDE GUIDE ASSEMBLIES AT FENCE POSTS. ELEVATION - GATE DETAIL 1 °=20-0 A MS 4271 IP 120032 COUNTY OF RIVERSIDE DESIGNED BY L. MANUEL RIVERSIDE COUNTY TRANSPORTATION COMMISSION QROVESS /01V4 TRANSPORTATION DEPARTMENT DRAWN BY �Q �P�� F� ® M. SEABEES APPROVED BY SCRRA APPROVED BY RCTC ` Q tiP q� 2 APPROVED BY: DATE �� CHECKED BY " w J. KIM TRANSPORTATION ALAN FRENCH, PE APPROVED BY STV Incorporated -W /�■ C 54351 AECOM USA, Inc. Exp. 09/30/16 R.C.E. No. SSA ®� EXP. DATE /2 - 3l - !(® L - MOHR ENGINEERS /ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 515S.FI=er Street,4th Floor fJ C Al Q 9130 ANAHEIM 11 -31 -14 DCN 035 — POARCH ROAD CLAR I F I CAT I ONS DATE RANCHOUCAMONGA, 91730 -8540 Los Angeles, CA 90071 9TF 1 V 1 S O Q� REV. DATE ev RECOMMENDED 10 -24 -13 7213.330.7200 F213.330.7201 www.aecom.com OF CA` \F sua. APP. m J > Of E- J a M RCTC PERRIS VALLEY LINE GERNERT /POARCH ROAD CROSSING CPUC NO. 002X-5.20, MP 5,2, USDOT NO. 027311E SLIDE GATE DETAILS GATE OPERATOR GATE OPERATOR PADI NO. B I W -217.2 REVISION SHEET NO. 6 2599 SCALE NO SCALE #6 GAGE WIRE MESH FABRIC FINISHED GROUND GATE HANGER BRACKET & TRACK 4 DI FENCE POST 2 "X2" TUBE �(VERT GATE FRAME) 8' - 8 1 - 011 81 - 011 V COUNTERBALANCE LENGTH 2" X 5" TUBE 2" X 2" TUBE BRACE (TYP) 2" X 2" TUBE (TYP) Z_ ° 2" X 5" TUBE GATE OPERATOR MODEL TYM 2000 FINISHED OR APPROVED EQUAL GROUND ° ° CONCRETE PAD PER GATE OPERATOR ° NOTES: 1. PROVIDE CLOSE OBSTRUCTION SENSING DEVICE MANUFACTURER'S PER MANUFACTURER'S RECUMMENUAIIUNS. RECOMMENDATIONS 2. PROVIDE HANGER AND BOTTOM GUIDE GUIDE ASSEMBLIES AT FENCE POSTS. ELEVATION - GATE DETAIL 1 °=20-0 A MS 4271 IP 120032 COUNTY OF RIVERSIDE DESIGNED BY L. MANUEL RIVERSIDE COUNTY TRANSPORTATION COMMISSION QROVESS /01V4 TRANSPORTATION DEPARTMENT DRAWN BY �Q �P�� F� ® M. SEABEES APPROVED BY SCRRA APPROVED BY RCTC ` Q tiP q� 2 APPROVED BY: DATE �� CHECKED BY " w J. KIM TRANSPORTATION ALAN FRENCH, PE APPROVED BY STV Incorporated -W /�■ C 54351 AECOM USA, Inc. Exp. 09/30/16 R.C.E. No. SSA ®� EXP. DATE /2 - 3l - !(® L - MOHR ENGINEERS /ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 515S.FI=er Street,4th Floor fJ C Al Q 9130 ANAHEIM 11 -31 -14 DCN 035 — POARCH ROAD CLAR I F I CAT I ONS DATE RANCHOUCAMONGA, 91730 -8540 Los Angeles, CA 90071 9TF 1 V 1 S O Q� REV. DATE ev RECOMMENDED 10 -24 -13 7213.330.7200 F213.330.7201 www.aecom.com OF CA` \F sua. APP. m J > Of E- J a M RCTC PERRIS VALLEY LINE GERNERT /POARCH ROAD CROSSING CPUC NO. 002X-5.20, MP 5,2, USDOT NO. 027311E SLIDE GATE DETAILS GATE OPERATOR GATE OPERATOR PADI NO. B I W -217.2 REVISION SHEET NO. 6 2599 SCALE NO SCALE #6 GAGE WIRE MESH FABRIC FINISHED GROUND GATE HANGER BRACKET & TRACK 4 DI FENCE POST 2 "X2" TUBE �(VERT GATE FRAME) V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V CONCRE FOOTING A (TYP) WELD STEEL TUBE TO CABINET /HOUSI 4" X 4" STEEL TUBE ELEVATION - ON -SITE ACCESS CONTROL DETAIL NTS STEEL CABINET /HOUSING (SEE NOTE 3) OPTICOM CARD RACK MODEL 770 WITH PHASE SELECTOR MODEL 762 KNOX KEY SWITCH FOR CITY OF RIVERSIDE FIRE DEPARTMENT PEDESTAL :S: 'Y SWITCHES SHALL BE SUB - MASTERED )R RIVERSIDE COUNTY AND CITY OF VERSIDE FIRE DEPARTMENTS. NGLE ACCESS KEYPAD SHALL BE ZOGRAMMED WITH INDIVIDUAL ACCESS )DES UNIQUE FOR EACH USER. %BINET /HOUSING TO BE TAMPER -AND %NDAL -PROOF ENCLOSURE. ZOVIDE PVC LAMINATED PERMANENT \BEL FOR EACH ACCESS BOX COVER. ELEVATION - ON -SITE ACCESS CONTROL CABINET /HOUSING DETAIL NTS INTERNET V FINISH GRADE BOLLARD DETAIL NTS N ` o u w m LO 0 r O N r N CELLULAR PHONE AND WEB BASED ON -LINE ACCESS CONTROL 1 O© FIRE DEPARTMENT CONTROL CENTER O . TO LLULAR NETWORK WER (BY CARRIER) 2 3 SECURE SERVER (THIRD PARTY SERVICE PROVIDER /ADMINISTRATOR) RIVERSIDE COUNTY FIRE DEPARTMENT BUILDING GATE CONTROL SEQUENCE OF OPERATION TO OPEN GATES: O SEND "OPEN GATE" COMMAND FROM CONTROL CENTER. 20 COMMAND RECEIVED BY SECURE SERVER /PROVIDER. O SEND "OPEN GATE" COMMAND AFTER AUTHORIZATION CONFIRMED. /VALIDATED. 4 "OPEN GATE" COMMEND RECEIVED AT SITE. GATES TO OPEN SIMULTANEOUSLY. O RECEIVE VOICE, TEXT AND EMAIL NOTIFICATION TRANSPORTATION USA, Inc. 515 S.�Flower Street, 4th Floor Los Angeles, CA 90071 T213.330.7200 F213.330.7201 FOR ALL GATE SERVICES © SEND TEXT MESSAGE OR WEB BASED COMMAND TO REMAIN OPEN ON EXTENDED PERIOD OF TIME MS 4271 IP 120032 POARCH ROAD CROSSING TO CLOSE GATES: 1O SEND "CLOSE GATE" COMMAND FROM CONTROL CENTER. 2� COMMAND RECEIVED BY SECURE SERVER/ PROVIDER. O SEND FIRMEO S /V GATE" COMMAND AFTER AUTHORIZATION ® "CLOSE COMMAND RECEIVED AT SITE, GATES TO CLOSE DIAGRAM - OFF -SITE WIRELESS REMOTE ACCESS CONTROL NTS SLIDE GATE OPERATOR (TYP) 4 I I WIRELESS ACCESS RECEIVER UNIT INSTALLED INSIDE REMOTE RECEIVER & OPTICOM CARD RACK (SEE DETAIL ABOVE THIS SHEET) V -- INTERFACE ACCESS CONTROL WIRING IN CONDUITS (TYP) NOTES: 1. OFF -SITE WIRELESS ACCESS CONTROL SHALL BE SET UP TO OVERRIDE GATE TIMER FOR REMOTE CLOSING OR OPENING CAPABILITY. 2. CELLULAR PHONE NUMBER TO SEND "OPEN GATE" COMMAND SHALL INCLUDE P.I.N. CODE FOR ADDITIONAL SECURITY. 3. CONFIRMATION OF GATE MOVEMENTS SHALL BE PROVIDED VIA WEB /E -MAIL AND VISUALS THROUGH ON -SITE VIDEO SURVEILLANCE SYSTEM. 4. REFER TO SPECIFICATION SECTION 32 31 15 FOR ADDITIONAL GATE OPERATION REQUIREMENTS. COUNTY OF RIVERSIDE DESIGNED BY L. MANUEL JJW RIVERSIDE COUNTY TRANSPORTATION COMMISSION TRANSPORTATION DEPARTMENT DRAWN BY M SEARLES APPROVED - BY SCRRA APPROVED - BY RCTC > © d R.C.E. M APPROVED BY DATE ® A&IIiiiI( CHECKED BY J. K STV Incorporated ENGINEERS /ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 9130 ANAHEIM PLACE, SUITE 210 RANCHO CUCAMONGA, CA. 91730-8540 TRANSPORTATION USA, Inc. 515 S.�Flower Street, 4th Floor Los Angeles, CA 90071 T213.330.7200 F213.330.7201 ALAN FRENCH, PE APPROVED BY L. MOHR 11 -31 -14 DCN 035 — POARCH ROAD CLARIFICATIONS No. 02 EXP. DATE ! 3[ -!(� RECOMMENDED DATE 10 -24 -13 REV. DATE 8Y S APP. d • www.aeoom.com FILL WITH CONCRETE AND ROUND OFF TOP 3" WIDE RED RETROREFLECTIVE TAPE 6" SCHEDULE 40 STEEL PIPE, PAINT YELLOW 2 -COATS FOOTING - 2,500 PSI CONCRETE SEQUENCE OF OPERATIONS FOR ON -SITE ACCESS SYSTEMS A. KNOX KEY 1. TO OPEN GATE: OPEN BOX, TURN KEY SWITCH TO "OPEN" POSITION. KEEPING THE KEY IN "OPEN" POSITION WILL OVERRIDE THE AUTOMATIC CLOSING TIMER (GATES REMAIN OPEN). 2. TO CLOSE GATE: TURN KEY SWITCH TO "CLOSE" POSITION. THE GATES WILL REMAIN OPEN UNTIL THE SET TIME FOR THE AUTOMATIC CLOSING TIMER HAS EXPIRED. B. ACCESS KEYPAD 1 TO OPEN GATE: ENTER ACCESS CODE 2. TO CLOSE GATE: NO ACTION REQUIRED. THE GATES WILL REMAIN OPEN UNTIL THE SET TIME FOR THE AUTOMATIC CLOSING TIMER HAS EXPIRED. C. OPTICOM 1. TO OPEN GATE: FIRE APPARATUS TO APPROACH THE GATE. INFRARED DETECTOR DETECTS THE INFRARED EMITTERS MOUNTED ON THE FIRE APPARATUS. 2. TO CLOSE GATE: NO ACTION REQUIRED. THE GATES WILL REMAIN OPEN UNTIL THE SET TIME FOR THE AUTOMATIC CLOSING TIMER HAS EXPIRED. ROFESSIpNq RCTC PERRIS VALLEY LINE CONTRACT N0 13- 33- U4y -UU Q� DRAWING N0. STA /SE MENT DISCIPLINE /SE UENCE Q� 9� GERNERUPOARCH ROAD CROSSING B I W -21 7.3 CPUC NO.002X -5.20, MP 5.2, USDOT N0.027311E REVISION SHEET NO. * C 54351 ,� 600.3 OF 2599 Exp.09 /30/16 ACCESS CONTROL DETAILS C V 0, �Q scALE NO SCALE 9TF OF CA � V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V FEEL CABINET /HOUSING EE ELEVATION RIGHT) 4" X 4" STEEL TUBE KNOX KEY SWITCI FOR RIVERSIDE COUNTY FIRE DEPARTMENT ACCESS KEYPAD =1NISHED FOR ROUND RIVERSIDE COUNTY SHERIFF CITY OF RIVERSIDE POLICE DEPARTMENT SCCRA MAINTENANCI & AMR AMBULANCE WIRELESS REMOTE RECEIVER HANDHOLE �1 M NOTES: 1. CABINET ENCLOSURE SHALL BE TYPE G PER STANDARD PLAN ES -3A. FOUNDATION SHALL BE PER STANDARD PLAN ES -3C. 2. CABINET TO BE TAMPER- AND VANDAL - PROOF. 3. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW. 4.MOUNT WIRELESS REMOTE RECEIVER ANTENNA ON TOP OF CABINET. 5. SEE ELECTRICAL PLANS FOR CONDUIT QUANTITIES. VENT 1' -1 " PEDESTAL II � (0 U II u ANCHOR-- ``_ _ _ - = �- BOLTS CONDUIT CONDUIT (SEE NOTE 5) (SE E 5> 2' - 0 " 21 -0 CONCRETE FOUNDATION FRONT VIEW SIDE VIEW CABINET DETAIL - REMOTE RECEIVER & OPTICOM CARD RACK NTS I V +35 FA 0 TYPE VII(R)112 � STA 199 +00 0 (1 12 .0 0 o6 N 1 I m I �o 04 N a / 0 0 CL C l' C 0 E 0 a d 0 / t . L U O 0 a I / 0 / N a I U H E co ❑1 INSTALL m / ❑2 L ++ vv DOUBLE YELLOW LINE - DETAIL 22 1 U) �_ N O INSTALL 8" WHITE BARRIER LINE - DETAIL 38A II Q_ 7 INSTALL X / W 0 8 to / SIGN ON GATE OR POST AS INDICATED 2 0o MO E IST G TRIP NG 10 RELOCATE SIGN AND POST AS SHOWN Q �J MS 4271 I 120032 6" WHITE DIAGONAL LINE RIVERSIDE COUNTY 12 o� ARROW (TYPE AND DIRECTION AS INDICATED) TRANSPORTATION DEPARTMENT �a LO O INSTALL RED PAINT ON TOP AND FACE OF AC DIKE r d 14 S L / APPROVED - BY SCRRA 15 0 LANE" APPROVED BY ATE ® 0 O.C. U R. SILOS J m n ALAN FRENCH, PE 1 -31 -14 DCN 035 - POARCH ROAD ��/�� AL � 11 EXP. 6/30/15 �` R.C.E. NO' ®� EXP. DATE t� -3r - r� . M HR ENGINEERS /ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 9130 ANAHEIM PLACE, SUITE 210 C14 m W � 1 0 -24 -13 DCN 018 - DRAINAGE RANCHO CUCAMONGA, CA. 91730 -8540 Los Angeles, CA 90071 7213.330.7200 F213.330.7201 oo WWWaecom.m TE OF STIR. APP. / 0- N /MtA 12 -18 -12 AS -BID ( CONFORMED SET REV. DATE i v v V B GIN TA 198 +10 RCTC R/W EXTEND DETAIL A 198 +75 i I I '1 I t 12 I CE SIGN 8 TAIL I - 29 e EXTEND - ,�DE?TAIL 1 YPE VI TA 2100- 29 J12 TYPE VI STA 199 +45 E LANE 7 STA 1 ) 9 +4 s I 7 R3 -2 , - �I -1 I PVLM TRACK RCTC R/W 7IFIRE LANE �SIGN R8 -8 0 1� 29 7 FIRE L NE� � ( R5 -1 SIGN 0 7 RE C , R 0 o ( 0� 7 R3 -1 14 FIRE LANEGN STA 200+ 10 I I li % I t li e 10' 10 1 � 1 �I 1 0 � 7 1 t5 I� 1� 1 I, 1 i i I t �} 1 i t PRIVATE R/W G� Rp AD „ END d PUBLIC R/W 8 R8 -8 R5 -1 i 1 f R /Wi 2' I 8 R11 -2 AND ENTRA�CE N SEE D TAIL y� "�. 29 LEGEND WORK TO BE PERFORMED SIGNING AND STRIPING - CONSTRUCTION NOTES: ❑1 INSTALL 24" LIMIT LINE ❑2 INSTALL DOUBLE YELLOW LINE - DETAIL 22 1 I5 INSTALL 8" WHITE BARRIER LINE - DETAIL 38A 7 INSTALL SIGN AND POST AS INDICATED 8 INSTALL SIGN ON GATE OR POST AS INDICATED 2 9 MO E IST G TRIP NG 10 RELOCATE SIGN AND POST AS SHOWN Q 11 INSTALL 6" WHITE DIAGONAL LINE RIVERSIDE COUNTY 12 INSTALL ARROW (TYPE AND DIRECTION AS INDICATED) TRANSPORTATION DEPARTMENT 13 INSTALL RED PAINT ON TOP AND FACE OF AC DIKE 0 14 S L 0 E LL N L H M APPROVED - BY SCRRA 15 APPLY WHITE STENCILED LETTERS "NO PARKING FIRE LANE" APPROVED BY ATE ® OVER RED PAINT ON TOP OF AC DIKE SPACED AT 30' O.C. (24 "X24") (24 "X24") M I ` (48 11 X30 11 ) ,ti R5 -1 7 R3 -2 (24 1 'X24 11 ) DO NOT STOP ON TRACKS R8-8 (24 "X30") PARKING FIRE LANE CVC 22500.1 FIRE LANE SIGN (12 "X18") FIRE LANE NO PARKING i } { i t VIOLATORS WILL BE CITED CVC 22500.1 X UNAUTHORIZED VEHICLES ; WILL BE TOWED AWAY 1 k t AT OWNER'S EXPENSE 4 SHERIFF DEPARTMENT (951) 247 -8700 j 1 1 24 26" END ° 13 STA 201 +87 1 15 1 ENTRANCE SIGN 6 1 1 I , 1 1 COUNTY OF RIVERSIDE A. DESI BY RIVERSIDE COUNTY TRANSPORTATION COMMISSION Q ROFESSIO TRANSPORTATION DEPARTMENT DRAWN BY _40L �P��PO GH, q,q ® � A. G H A R I B I A N APPROVED - BY SCRRA APPROVED - BY RCTC APPROVED BY ATE ® CHECKED BY IS R. SILOS C 68159 ALAN FRENCH, PE APPROVED BY STV Incorporated TRANSPORTATION ��/�� AL � 11 EXP. 6/30/15 �` R.C.E. NO' ®� EXP. DATE t� -3r - r� . M HR ENGINEERS /ARCHITECTS /PLANNERS /CONSTRUCTION MANAGERS 9130 ANAHEIM PLACE, SUITE 210 AECOM USA, Inc. 515 S. Flower Street, 4th Floor ` C V1 L IV I� RY RECOMMENDED DATE 10 -24 -13 RANCHO CUCAMONGA, CA. 91730 -8540 Los Angeles, CA 90071 7213.330.7200 F213.330.7201 oo WWWaecom.m TE OF STIR. APP. ZL ZL 1" ,11 1.5" 1.5" 0.5" I ,11 0.5" 1.5" 40 1 " = 20 - RCTC PERRIS VALLEY LINE GERNERUPOARCH ROAD CROSSING CPUC NO, 002X -5.20, MP 5.2, USDOT NO. 027311E SIGNING AND STRIPING PLAN SIGNING AND STRIPING _- GENERAL NOTES= 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE 2010 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS DATED MAY 2006, AND ALL ADDENDA THERETO, AND THE 2009 SCRRA ENGINEERING STANDARDS 4005 -4032 AND 8038 -8039, EXCEPT AS MAY BE MODIFIED PER THE PROJECT PLANS. 2. SIGN INSTALLATIONS SHALL CONFORM TO THE 2010 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006, AND ALL ADDENDA THERETO. 3. THE CONTRACTOR SHALL, AT HIS /HER EXPENSE, RE- STRIPE EXISTING STRIPING AND REPAINT CURB MARKINGS DAMAGED BY THE CONTRACTORS OPERATIONS, WHETHER OR NOT SHOWN ON THE PLANS FOR REPLACEMENT. 4. EXISTING STRIPING AND PAVEMENT MARKINGS ARE SHOWN AS A SCREENED LINE OR OBJECT. THESE EXISTING STRIPING AND MARKINGS ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. 5. AT LOCATIONS WHERE EXISTING PAINTED CURB IS TO BE RECONSTRUCTED, THE CONTRACTOR SHALL PAINT THE NEW CURB AS SHOWN ON THE PLANS WITHIN 10 WORKING DAYS OF CURB CONSTRUCTION OR AS DIRECTED BY ENGINEER. THE PAINT SHALL BE WATER -BASED WITH 2 -YEAR GUARANTEE AGAINST COLOR FADING. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER WRITTEN PROOF OF THE MANUFACTURER'S 2 -YEAR GUARANTEE. 6. REMOVE ALL EXISTING CONFLICTING STRIPING, PAVEMENT MARKINGS, LEGENDS, AND RAISED PAVEMENT MARKERS, EVEN IF NOT SHOWN ON PLANS. REMOVAL OF STRIPING, PAVEMENT MARKINGS AND LEGENDS SHALL BE DONE BY WET SANDBLASTING AND /OR GRINDING. PAVEMENT SURFACES ARE TO BE FREE OF ALL REMOVAL RESIDUES PRIOR TO APPLICATION OF PAINT. BLACK OUT OF REMOVAL AREAS IS NOT PERMITTED. 7. ALL NEW STRIPING SHALL BE LAID OUT AND APPROVED BY THE ENGINEER PRIOR TO FINAL INSTALLATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER COMPLETING LAYOUT AT LEAST 3 WORKING DAYS BEFORE COMMENCING INSTALLATION OF STRIPING, MARKINGS AND PAVEMENT MARKERS. 8. STRIPING DETAIL NUMBERS NOTED REFER TO STANDARD PLANS A20A THRU A20D AND PAVEMENT MARKINGS REFER TO STANDARD PLANS A24A THRU A24E, AS REQUIRED. 9, TRAFFIC SIGN FACE REFLECTIVE SHEETING SHALL BE 3M "ASTM TYPE 11" OR APPROVED EQUAL WITH PROTECTIVE GRAFFITI OVERLAY FILM OR AS OTHERWISE NOTED. ALL WARNING SIGNS SHALL HAVE A FLUORESCENT YELLOW BACKGROUND AND SCHOOL SIGNS NOTED SHALL HAVE A FLUORESCENT YELLOW -GREEN BACKGROUND. 10, ALL SIGNS SHALL BE STANDARD SIZE PER MUTCD. GRADE CROSSING SIGNS SHALL BE PER TABLE 88 -1, "SIGN SIZES FOR GRADE CROSSING SIGNS" OF THE CA MUTCD, 2010 EDITION, UNLESS NOTED OTHERWISE. EXACT LOCATIONS OF SIGNS SHALL BE DETERMINED BY THE RIVERSIDE COUNTY ENGINEER. 11. SALVAGED SIGNS AND SIGN POST SHALL BE DELIVERED TO A LOCATION AS SPECIFIED BY RIVERSIDE COUNTY. 12- NOT USED. A 13. A MINIMUM OF SEVEN DAYS SHALL BE PROVIDED BETWEEN FIRST AND SECOND COAT OF PAINT. 14. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. 15. ALL FIRE LANE SIGNS SHALL BE IN CONFORMANCE WITH THE 2 CALIFORNIA FIRE CODE SECTION 503. COLORS SHALL BE WHITE FIELD WITH RED LETTERING. s� 0N RAMp CONST � DRIVI NOTE: CONTRACTOR SHALL PROTECT IN PLACE, ALL UTILITIES CROSSINGS OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. 11 N N I 3 I m , �o 0 N 0- a 0 a N E 0 a 0 . v o: t U a O a I v 0 W o, c a L U CONSTRUCTION S Y M B 0 L S _ . , . _ O CONSTRUCT REMODEL EXISTING __. ___._._ _ _ .m_. �� m ._ EXISTING _.._ �_ _. __. ____ __ __._. __ \ _ __ ___ __.A_ - ___ ___ _,.,.__ � _ __ _ __ �___ ___ __,�_ _.______ � _ m__- _ _ ___ w REMOVE AND CONSTRUCT ca , REMOVE WORK BY OTHERS O PROTECT IN PLACE cV ___ CONSTRUCTION N 0 T E S = �' --— ' 1360 r _ �,�, I K, 60 - CONCRETE ENCASEMENT - ,- � 62 - 24" RCP - 36" RCP _ 1358 k o ° S \CONNECTIN BAND 0 6 8 - C 0 N C . H E AD W AL L � ______ 70 - CONCRETE C LLAR .. s°-- Gtr o __ __._ — 73 8" PERFORATED DRAIN PIPE 7 4 - R I P R A P S;0 , RIP W S a _ .__ _- _ r I EX1ST. T" -CMP -- 1354 75 8" DRAIN PIPE W ma mm ; d > B `� ci zW 76 - 8" ELBOW O + ___ _ __ _ { ___ °+° �,-- --- .- „, --- ° ° - 7 7 - CLEAN 0 U T _ CONCRETE ENCASEMEN o M 0 O o rn o— uiJ y _ W o� vii___ 1352 80 - METAL HANDRAIL rQ — _mM\ _ u — 81 MP (SEE NOTE 5) - -- - -. '.__._. _...._, — ”' _ �___. _._. w — -- L�2 82 - CORRUGATED CONNECTING BAND TO JOIN -- CON TRU _ -- I — _ -_._ _ _ \_ _ __ ,,,.__....___._ __ _ _ .__ T __.___ _ . __ _._ - -._ EXISTING AND NEW 12 C M P PIPES 1360 FS NOTES _. Vio =5.78 FPS ._._ X100 5.00 PS _ aoo 1. SEE DWG B -W -220 FOR UTILITY RELOCATION. _ . __ -- -------- 2. SEE DWG S -W -007 FOR RCP CONCRETE 0 +00 1 +00 0.00 ENCASEMENT \ I I 1 t �I D)T,W — SEE TABLE P. 3. SEE DRAINAGE CALCULATIONS -GRADE CROSSING, } I1 _.. - y w_ -- rOR CO NNECTINN TO G DATED AUGUST 2012 FOR DETAILS OF HYDROLOGY TR / ,(TCH ' `(� .. Dl AND DRAINAGE CALCULATIONS AT THIS CROSSING. �\ •a`Y"�� .�........,....%"� ,.. .,. . l 1 I i i w � �, ,. PV4 M TI ACK I 4 1 [ Q' 4. RCTC TO MAINTAIN DRAINAGE SYSTEM WITHIN RCTC _ /W v I 7 '°\' #R \ RIGHT -OF -WAY. T M INTEI�IANC ROAD .- ' RCTC C .R"� a b 5. CORRUGATED METAL PIPE SHALL CONFORM TO 7 t STA 0 +.00.00 „ „ -- _ AMA I 1 =P%VLM: STA 4 3+ .85 `_ — -_ - -- \--- - - - --- -,^ ;=- - - - - -- 2 AASHTO M36 AND SHALL HAVE A MINIMUM PLATE R/W I i II °° ..__ THICKNESS OF NO. 14 GAGE. PIPE SHALL BE -� $ 1 r : i I 0 FSET - ,28.58' _ \ GALVANIZED AND ASPHALT - DIPPED. �. R 6 §TA ,0 +00. 0 "H1” i -' - - 75 75 - -- J _ \ 1 0'. - _fA 0 +00.00 2y r 4 :-T VLM ST 423 +34. FI t $0 68 gFFSET 31.55 I �6 i 'VLM STA 4 3 ±29.2 - \ OFFSET -25. 7' - DITCH TIE -IN LOCATIONS — r — a ° 13 0.12 ` Wit 1 �r FI L VERI t 8 STA 0 34,85 1 "H3 vv — - - -- --°� -I — 1 w s + OF-FST -40 94' + 5 9 ( 1 �m 8 STATION FLOW ELEV 423 +00 (L) 1352.89 424 +73 (L) 1358.44 - °------ - - - - -- HORIZ i #f II , 4 , y \ ------- - - - - -- --- - - - - -- 4 I STA 01 99.25', "H,1 "I 1 � Q P �: I I i �� II = 20 I - 0 II Oj. C-4 1i W1 STA 424} 86 70 =PVL .Y y' d � OFFSE:I 42.013' ' ;'�lj. -m �� .� \I i E to z '. k . I � 1 _ t I u "! t t t ;I In 1 I STA 1 .`, 1 H1 i 80 68 1 o rP 42440.42 ; i -,, % 'D rSEE. 1TABLE, FOR' ITC \ N 6 1 VLM STA I t1, EC H FF'SET 2Z, 55 I OM, T,�TRA � TRACK DI.TC wo 1 i �, i\ 1 1 1 ` 1 I E NC RUD f r 11- _j Mb A 7 1 P 2001 LO b r 1 C14 o COUNTY OF RIVERSIDE G. S�EL (N RIVERSIDE COUNTY TRANSPORTATION COMMISSION RCTC FERRIS VALLEY LINE CONTRACT No. 13- 33 049 - 00 gpl! ESSIp a DRAWING NO. D 4 N� o TRANSPORTATION DEPARTMENT M . WN SEARL ES APPROVED BY SCRRA APPROVED BY Rcre - ��g� l� STA /SEGMENT DISCIPLINE /SE UENCE ��'"'" 3 1 -31 -14 DCN 038 — POARCH ROAD CLARIFICATIONS APPROVED BY: ATE CHECKED BY \ \ GERNERT /POARCH ROAD CROSSING- B W - 221 '' ' > REVISION SHEET NO. °amp 0 -24 -13 DCN 018 — DRAINAGE L. MANUEL o. 37218 ALAN FRENCH, PE TRANSPORTATION Ex .6/30 16 CPUC NO. 002X -5.20 MP 5.2 USDOT NO. 027311E 604 of 2599 NZW- APPROVED BY STV Incorporated AECOMUSA,Inc. J,� P / �`� ' ' �0 1 9 -27 -13 DCN 001 — CLARIFICATIONS ENGINEERS, ��HrECTS ,Pt�NERS,� "NSTR "CTO "M�A�ERS 515 S. Flower Street, 4th Floor DRAINAGE AND GRADING -PLAN &PROFILE HORIZ 1 -20 Niw R.C.E. No. N 5 ? ®� EXP. DATE � — 3(- !PB L • MOHR q SCALE „_ 12 -18 -12 AS —BID ( CONFORMED SET) DATE 913° ANAHEIM PLACE, SUITE 210 Los Angeles, CA 90071 T 0 1 v I v o RANCHO CUCAMONGA, CA. 91730 -8540 T 213.330.7200 F 213.330.7201 www.aecom.com L 1 BY RECOMMENDED OF 1 — REV. DATE Sue. APP. 10 -24 -13 CAL VERT 1 °-2' O /P 43 W V) « MS 4271 IP 120032 « W « « «m � k 11-31-14 DCN 035 — POARCH ROA W -1H-0 ~ = J WJ 0 -24 -13 DCN 019 — ELECTRICAL Q °L «««« 12 18 - 12AS —BID (CONFORMED S REV. DATE ti R aP f �'j ROAD 0 � e � e 1 � t e 2 (E) POWER POLE ,83 NOTE 3 1 = 201 -01' CONSTRUCTION SYMBOLS O CONSTRUCT REMODEL EXISTING r� EXISTING [10 REMOVE AND CONSTRUCT ❑ REMOVE WORK BY OTHERS o PROTECT IN PLACE CONSTRUCTION NOTES: 81 LOCATION OF NEW DUAL FIXTURE SAFETY LIGHTING. PROVIDE POLE, LUMINAIRES, PULL BOX AND FOUNDATION. FOR REQUIREMENTS, SEE GENERAL NOTES 11 AND 13 ON DWG S- W-009. 82 2 "C, PVC SCHED 40 W/ 2 #8 & 1 #8 GND. 83 POINT OF CONNECTION, EXISTING POWER POLE FOR AC SERVICE CONNECTION. INSTALL 3 "C PVC SCH 80 RISER (CABLES BY CITY OF RIVERSIDE PUBLIC UTILITY). COORDINATE WITH CITY OF RIVERSIDE PUBLIC UTILITIES FOR EXACT LOCATION OF RISER INSTALLATION AND REQUIREMENTS. 84 FOR CONDUIT RUNNING BELOW TRACK TO UTILIZE SAME TRENCH AS THOSE USED TO INSTALL TRAFFIC OR SIGNALING CONDUIT WHERE APPLICABLE. REFER TO GENERAL NOTE 10 ON DWG S -W -009. 88 2 "C PVC SCHEDULE 40 W/ 2 #8 &1 #8 GND. ROUTE CONDUIT INSIDE SIGNALING CONDUIT TRENCH. 89 NO.6 PULL BOX PER CALTRANS STANDARD L E 90 PROVIDE SERVICE EQUIPMENT INSTALL 120/240V 1- PHASE, 3 -WIRE TYPE III -CF > SERVICE EQUIPMENT ENCLOSURE AND FOUNDATION PER CALTRANS STANDARD PLANS ES -2C AND ES -2F METER #1 (LS -3) 100A, 2P, 240V - MAIN BREAKER CIRCUIT -1: 30A, 2P, 240V - SAFETY LIGHTING CIRCUIT -2: 15A, 1P, 120V - PEU FOR SAFETY LIGHTING METER #2 (GS -1) 100A, 2P -240V MAIN CIRCUIT BREAKER CIRCUIT -1: 20A- 2P -24OV: SLIDE GATE OPERATOR CIRCUIT -2: 20A- 2P -24OV: SLIDE GATE OPERATOR CIRCUIT -3: 20A- 2P -24OV: SLIDE GATE OPERATOR CIRCUIT -4: 20A- 2P -24OV: SLIDE GATE OPERATOR CIRCUIT -5: 20A- 2P -24OV: SPARE CIRCUIT -6: 20A- 1P -120V: SPARE CIRCUIT -7: 20A- 1P -120V: SPARE CIRCUIT -8: 20A- 1P -120V> OPTICOM /REMOTE WIRELESS C � CIRCUIT -9: 15A- 1P -12OV, VIDEO SURVEILLANCE SYSTEM t 2 SCHEDULE 40. NOTES. REFER TO SYSTEMS DWG NO. PV000021.U12 FOR SERVICE EQUIPMENT CONNECTION TO SIGNAL SHELTER. ALL PULL BOXES SHALL BE NO.3 1/2 PULL BOX PER CALTRANS STANDARD PLAN ES- 8A,UNLESS OTHERWISE NOTED. INSTALLATION OF CONDUIT AND EXACT SERVICE POINT LOCATION SHALL BE IN COMPLIANCE WITH THE CONSTRUCTION PLANS AND DETAILS PROVIDED BY LOCAL SERVING UTILITY. all CONTRACT NO. 13- 33- U49 -UU COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT °P. N TRUONG DRAWN B R P. TRUONG JIW RIVERSIDE COUNTY TRANSPORTATION COMMISSION APPROVED - BY SCRRA APPROVED - BY RCTC vR vEssio, , hQ0 �� H. rRo <<, � m No. E 1 8973 {s Exp 12/31/15 rte. 4 FCTRN CP F OF CN�.�� RCTC FERRIS VALLEY LINE GERNERT /POARCH ROAD CROSSING NO. 027311E CPUC NO. 002X-5.20 - MP 5.2, U SITE ELECTRICAL PLAN I E -208 REVISION APPROVED BY: DATE CHECKED BY J. K 1 M 606 OF 2599 STV Incor Incorporated MTPLANNERS /CONSTRUCTION MANAGERS 9130 ANAHEI 9130 ANAHEIM PLACE, SUITE 210 RANCHO CUCAMONGA, CA. 91730 -8540 AECOMUSA,Inc. TRANSPORTATION 4 th Los Angeles CA 9W71 T213.330.7200 F213.330.7201 w .aecom.com ALAN FRENCH, PE APPROVED BY L . MOHR @ R.C.E. No. �� ?m1_ EXP. DATE ll+_dt ®`� RECOMMENDED DATE 10 -24 -13 BY sua. APP. all CONTRACT NO. 13- 33- U49 -UU DRAWING NO. STA /SEGMENT DISCIPLINE /SEQUENCE B I E -208 REVISION SHEET N0, 606 OF 2599 SCALE HORIZ 1 "= 20' V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V v V V V V V V V V V V V V V V V V V V V V V 81 I I� i : � 3 SLIDE GATE OPERATOR �� (CIRCUIT -4)' f I I I, I I 1 I I 1000 i I I I I I iilA�i CONSTRUCTION S O CONSTRUCT �1 �� EXISTING L J REMOVE J YMBOLS REMODEL EXISTING REMOVE AND CONSTRUCT WORK BY OTHERS PROTECT IN PLACE CONSTRUCTION NOTES: 1O PROVIDE CONTROL AND COMM /SIGNAL CABLES PER MANUFACTURER REQUIREMENTS. O REFER TO SLIDE GATE DETAIL SHEET B -W -217.3 AND GATE OPERATION SPECIFICATION FOR ON -SITE ACCESS CONTROL BOX INSTALLATION REQUIREMENTS. O 3 PROVIDE NEMA 4 JUNCTION BOXES (NOT SHOWN) PER MANUFACTURER RECOMMENDATION FOR CONDUIT TERMINATIONS. O4 PROVIDE GROUND ROD (3/40 x 8' LONG COPPER -CLAD) AND CONNECT WITH 1 #8 COPPER GROUND WIRE TO GATE OPERATOR FRAME ENCLOSURE. O VEHICLE DETECTION LOOP O INSTALL VIDEO SURVEILLANCE CAMERA AND WIRELESS ACCESS POINT. MOUNT ON SAFETY LIGHT MAST ARM PER MANUFACTURER'S INSTRUCTION. ROUTE WIRING INSIDE POLE AND MAST ARM. 7 CONNECT CONTROL WIRES TO WIRELESS REMOTE RECEIVER TO ACTIVATE GATE OPEN -CLOSE VIA CELLULAR FROM RIVERSIDE COUNTY FIRE DEPARTMENT CONTROL CENTER. w. 0 N II w 1n oQ N J 04 N r N / 1)2 "C PVC SCHEDULE 40 -/(CONTROL WIRES) O 3 SLIDE GATE OPERTO (CIRCUIT -3) MS 4271 IP 120032 1 11 -31 -14 DC 035 - POARCH REV. I DATE i � 4-0, 1"0 UNU lGAlt UYtICAIUM) O (CIRCUIT 3 & 4) 28 (CIRCUIT -9: VIDEO SURVEILLANCE SYSTEM POWER) O FOR CONTINUATION SEE DRAWING B -E -208 2�8, 1 #8 GND (OPTICOM /REMOTE CONTROL POWER) *5 ,PB t CA F IN T OR OPICOM CARD RACK W1&€ S REMOTE RE�EI ER r15 D ._i I N o ' C) I 7 2"C PVC SCHEDur 40 4 #8, 1 *8 GND (GA OPERATOR) (CIRCUITS 1 & 2). REMO E T ONT R OL`,POWER) COUNTY OF RIVERSIDE DE SIGNED IM RIVERSIDE COUNTY TRANSPORTATION COMMISSION TRANSPORTATION DEPARTMENT DRAWN BY M. SEARLES APPROVED - BY SCRRA APPROVED - BY RCTC APPROVED BY: 40 7 J DATE ® CHECKED BY B MASCARDO ALAN FRENCH, PE II STV Incorporated 9130 ANAHEI MANAGERS 9130 ANAHEIM PLACE, SUITE 210 RANCHO CUCAMONGA, CA. 91730 -8540 OS SEE DRAWING B -W -217.3 FOR CABINET MOUNTING DETAILS. APPROVED BY L . L MOHR R.C.E. No. EXP. DATE /Z ®3f -� /- Y' RECOMMENDED 5 II — _ APP 1 2 "C, PVC ' SCHEDULE 40 Og PROVIDE 2 "C WITH LOOP DETECTOR CABLING AND (CONTROL' WIRES) CONNECTIONS PER SPECIFICATION AND MANUFACTURER RECOMENDATION. ALL GATES TO BE REMAIN OPENING UNTIL VEHICLE CLEARS THE CONTACT OF THE LOOP DETECTOR SYSTEMS. 1 2 "C P C.SCHEDULE 40 �qI 4 8, 2 *8 1 8 ND (MO (0 PT COM /RE OR) II OTE II - 10 INSTALL TWO (2) SETS OF OPTICOM DETECTOR WIRELE S CONTRO POWER) MODEL 721(DUAL DETECTOR). DETECTORS SHALL BE II MOUNTED TO SAFETY LIGHT POLE PER MANUFACTURER'S GADE " INSTRUCTIONS. CONFIGURATION AND ORIENTATION OF THE DUAL DETECTOR TURRETS TO BE COORDINATED WITH COUNTY OF RIVERSIDE FIRE DEPARTMENT. II INSTALL DETECTOR AT 15 FEET FROM FINISH GRADE UNLESS II °° OTHERWISE DIRECTED BY THE FIRE DEPARTMENT. II 11 PROVIDE 1 "C, RGS RISER FOR OPTICOM DETECTOR I CABLING WITH WEATHERHEAD ON THE POLE. (I SLIDE GATE OPERATOR O3 12 1 "C, 2 #8, 1 *8 GND (CIRCUIT -9: VIDEO SURVEILLANCE -� II (CIRCUIT -1) SYSTEM POWER) VIA CONDUIT AND WIRING INSTALLED INSIDE POLE FOUNDATION. g J9 w. 0 N II w 1n oQ N J 04 N r N / 1)2 "C PVC SCHEDULE 40 -/(CONTROL WIRES) O 3 SLIDE GATE OPERTO (CIRCUIT -3) MS 4271 IP 120032 1 11 -31 -14 DC 035 - POARCH REV. I DATE i � 4-0, 1"0 UNU lGAlt UYtICAIUM) O (CIRCUIT 3 & 4) 28 (CIRCUIT -9: VIDEO SURVEILLANCE SYSTEM POWER) O FOR CONTINUATION SEE DRAWING B -E -208 2�8, 1 #8 GND (OPTICOM /REMOTE CONTROL POWER) *5 ,PB t CA F IN T OR OPICOM CARD RACK W1&€ S REMOTE RE�EI ER r15 D ._i I N o ' C) I 7 2"C PVC SCHEDur 40 4 #8, 1 *8 GND (GA OPERATOR) (CIRCUITS 1 & 2). REMO E T ONT R OL`,POWER) COUNTY OF RIVERSIDE DE SIGNED IM RIVERSIDE COUNTY TRANSPORTATION COMMISSION TRANSPORTATION DEPARTMENT DRAWN BY M. SEARLES APPROVED - BY SCRRA APPROVED - BY RCTC APPROVED BY: 40 7 J DATE ® CHECKED BY B MASCARDO w .aemm.com E BENJAMIN A. MASCARDO z No. No. 8130 W A Exp. 9 -30 -16 * s ELECTRICAL P 9 CF CAL RCTC PERRIS VALLEY LINE CONTRACT N0 l s- 33- U4y - UU DRAWING N0. STA /SEGMENT DISCIPLINE /SE UENCE GERNERT /POARCH ROAD CROSSING B E -208.1 REVISION SHEET NO. CPUC NO. 002X-5.20 - MP 5.2, USDOT NO, 027311E 606.10E 2599 ENLARGED CANTILEVER SLIDE GATE ELECTICAL PLAN SCALE HORIZ 1 "= 5' ALAN FRENCH, PE STV Incorporated 9130 ANAHEI MANAGERS 9130 ANAHEIM PLACE, SUITE 210 RANCHO CUCAMONGA, CA. 91730 -8540 TRANSPORTATION AECOM USA, Inc. 515 Angelo, Street, Floor Los Angeles, CA 90071 1 T213.330.7200 F213.330.7201 APPROVED BY L . L MOHR R.C.E. No. EXP. DATE /Z ®3f -� /- Y' RECOMMENDED DATE 10 -24 -13 APP w .aemm.com E BENJAMIN A. MASCARDO z No. No. 8130 W A Exp. 9 -30 -16 * s ELECTRICAL P 9 CF CAL RCTC PERRIS VALLEY LINE CONTRACT N0 l s- 33- U4y - UU DRAWING N0. STA /SEGMENT DISCIPLINE /SE UENCE GERNERT /POARCH ROAD CROSSING B E -208.1 REVISION SHEET NO. CPUC NO. 002X-5.20 - MP 5.2, USDOT NO, 027311E 606.10E 2599 ENLARGED CANTILEVER SLIDE GATE ELECTICAL PLAN SCALE HORIZ 1 "= 5'