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912a_sppNO" OF SHEETS SHEET 1 COVER SHEET SHEET 2 - 5 TYPICAL SECTIONS SHEETG- 9 STRIPING PLAN GEi1MARY OF 3YI NK" EXtSIM18 CURB 8 GUTTER :: s EDGE OF PAVEMENT �r7 ��- .EDGE OF TRAVELI WIY — — - COUNTY STANDAIRQ Ptd NPA 798 BB 846 DD 845 EE rAl. L>wNON I BY I LIATE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT RAMONA EXPRESSWAY RESURFACING RIDER STREET TO 5TH STREET FEDERAL I.D. NO. STPL-5956(096) RIDER STREET TO 5TH STREET BEGIN PROJECT WA_1MMM 704 W Ate# M f °. sR N>q gr&40 n IK W-" * sm88++18411IF_MiBib) *M 778• 7IAN A311i.4NJDANfw-ms AM4Wf nAN0W.►IIOft RA■IIIM 8lI�B6NIIY �i ' FJrBT OF RBIlR s •'`� RAMONA Ex ESS1l1iAY NOTE: REF. PLAN M s STAT1GM oEAMEJ VIES FROM WEST TO EAiT NE011010 AT STA_ !MI►flLU AND ENDWIM AT MI OF P KUCT AT STA. FM+n o r N � O z driS VIClww IMP NOT TO SCALE PROJECT LENGTH =5 MILES ' „� ►t r �� 00 a � �•, r �.' END PROJECT STA gn-MIJIS 9BE. 7U4" RA■IONA E1lIIIE11111111AY EAST OF FM SII M T BENCH MARK NOT APPLICABLE GENERAL NOTES 1. ALL MATERIAL AFD WORK SHALL CONFORM TO THE JULY 19M STANDARD PLAN AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATKW 2. THIS PLAN IS NOT DEEMED TO BE AN EXACT REPRESENTATION OF THE ACTUAL GEOMETRY AND)OR MEASUIW ENTS. CONTRACTOR FIELD REVIEW IS REQUIRED. 3. THE STRUCTURAL SECTION IS BASED ON THE MATERIALS LAB REPORT DATED OW24197 4. CONTRACTOR SHALL REPAIR LOCATIONS WHERE SHOULDER BACKING Solt- HAS OEHAS ERODED AS DNMECTED BY ENGINEER. 5. UTILITIES SIWl BE LOCATED AND ADJUSTED TO GRADE. SIGNNiK's % STRNIM: 8. STRIPING REQUIRED ON RAMONA EXP%VY ONLY AS SHOWN ON PLANS, SHEET 6OF6. 10. MATCH EXISTUG STRIPING AND FIELD CONDITIONS AS ENGINEER. 11. INSTALL R_P.M."S AND STRIPING IN ACCORDANCE WITH STRIPING DETAIL REFER TO STANDAW PLAN A20,A THROUGH A2D-D. 12. ALL STRIPING SHALL BE FURNISHER AND PLACED BY CONTRACTOR. TRAFFIC STRIPES SMALL BE APPLIED IN TWO COATS_ ALL STRIPING AND LEGENDS SHA BE REFLECTORIZED. ALL REQUIRED RAISED PAVEMENT MARKERS AND PAVEMENT MARKINGS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR- 13. ONTRACTOR 13. PAVEMENT MARKIIGS SHALL MATCH COUNTY STENCILS EXACTLY. COUNTY OF RIVERSIDE AZ- CAMM ORAFTM BY: RDJL R k carte sY: A.e cAmm o r N � O z driS VIClww IMP NOT TO SCALE PROJECT LENGTH =5 MILES ' „� ►t r �� 00 a � �•, r �.' END PROJECT STA gn-MIJIS 9BE. 7U4" RA■IONA E1lIIIE11111111AY EAST OF FM SII M T BENCH MARK NOT APPLICABLE GENERAL NOTES 1. ALL MATERIAL AFD WORK SHALL CONFORM TO THE JULY 19M STANDARD PLAN AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATKW 2. THIS PLAN IS NOT DEEMED TO BE AN EXACT REPRESENTATION OF THE ACTUAL GEOMETRY AND)OR MEASUIW ENTS. CONTRACTOR FIELD REVIEW IS REQUIRED. 3. THE STRUCTURAL SECTION IS BASED ON THE MATERIALS LAB REPORT DATED OW24197 4. CONTRACTOR SHALL REPAIR LOCATIONS WHERE SHOULDER BACKING Solt- HAS OEHAS ERODED AS DNMECTED BY ENGINEER. 5. UTILITIES SIWl BE LOCATED AND ADJUSTED TO GRADE. SIGNNiK's % STRNIM: 8. STRIPING REQUIRED ON RAMONA EXP%VY ONLY AS SHOWN ON PLANS, SHEET 6OF6. 10. MATCH EXISTUG STRIPING AND FIELD CONDITIONS AS ENGINEER. 11. INSTALL R_P.M."S AND STRIPING IN ACCORDANCE WITH STRIPING DETAIL REFER TO STANDAW PLAN A20,A THROUGH A2D-D. 12. ALL STRIPING SHALL BE FURNISHER AND PLACED BY CONTRACTOR. TRAFFIC STRIPES SMALL BE APPLIED IN TWO COATS_ ALL STRIPING AND LEGENDS SHA BE REFLECTORIZED. ALL REQUIRED RAISED PAVEMENT MARKERS AND PAVEMENT MARKINGS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR- 13. ONTRACTOR 13. PAVEMENT MARKIIGS SHALL MATCH COUNTY STENCILS EXACTLY. COUNTY OF RIVERSIDE EANWORTA7M DEP'ARTFAM COINER SHEET REFERENCE RAMONA EXPRESSWAY �NO, A74N'I '7 ROF 7 ATaL GATE RESURFACING SURVEY NO_ NIA F. B. NO. NIA RIDER STREET TO STH STREET SCALE N. T.-& ist-aB�oRCiY�miOlet aW SHEET 91,2-A E7o"MG A.0 w o MW- Mn=W A.C- IM T— I— TAPER O tililitiltlllillittliliitl111Hlilpitlliliil I I I f I I I I I I fj L I I I I STA.W+N TO STA.131+70 IEF. PLAN NO. 046-M 00 f Na 2,7,8 f STA.02440 TO STA.91*U IW. PLAN NO. 8054)D 811WT IID. 2^7 r TAPER � 4 3 ` OF 30 24' R I ! ! I ' \ 2 — J r , STA.1014M TO STA.1090W r AC DNQE IN, oasn Ac 2� E19i7#IE; A.B. / CONSTRUCTION NOTES: CONSTRUCT03 OF COLDCONCRETE RECYCLING f1111111111111111171 PLACE 0.20' LEVELING COURSE TYPE "B" A.C. OVER WIDTH OF PAVED ROADWAY AND TAPER FROM 0.2(Y TO 0.08' PLACE 0.12' RUBBERIZED A.C. CAP OVER VYIDTH OF PAVED ROADWAY AND TAPER FROM 0.12 ' TO 0.08' G) TAPER 6 FROM AC DIKE OR 'V" DITCH CONSTRUCT SHOULDER BACKING WITH CL 3 A.B. , SHOULDER WIDTH VARIES FROM 2FT TO 8 FT QRpFESSIpN k 10 �C' ® �1 LAJ A 2 NO. C 42328 Exp. qlF 4F CAL�E�� TRAM FORT'A DBPARTNEWT I UNTY OF RP*13RSIDE TYPICAL REFEiifllCE w. O. NO. A7- Q � z RANONA EXPRESSWAY Rom w- �„ RESURFACWG SURVEr1�_ NIA RIDER STREET TO STH STREET SCALE M. T. S. Ev,W SHEET 2 ETF 9 - aaraw a� e+arime 912 —A i i i SEE DETAIL A -A UA aio TAPER G) STA. 1"+25 TO STA. 32900 STA. 2M+00 iK (TIFF. Illi DD) = STA. MOP" All PREF. 90 EE) REF. RAN NO. 946-M SHEET NO." REF. RAN NO. 94&M SHEET *11 1^110, " 417 IIIIIIIIIIIIIIIIIIIIIIIIIIIIM IINIIIIIIIIIIIIII 1111111111 live STA. 131+70 TO STA. 91+25 REF. PLAN NO.946-DD SHEET ND. 2 A10 i DETAIL A -A 4--,- _,---- ----~- a �No. C 42328 Exp. 3131 # sf clvl� elf OF CAJ\FO 6 TAPER a I oaDUCH sTu� w.c. J 2Eft A.G E111117 B Ila. STA.IM+M TO STA. 322+19 LT (426 FT) STAAM+70 TO STA. 321+M RT (375 FT) STA. MON OK (REF. 001" = STA. 319#" AH (TEF. iK EE) DETAIL. A -A CONSTRUCTION NOTES: OCONSTRUCT 0.3` OF COLD IN-PLACE ASPHALT PAVEMENT RECYCLING 111111 PLACE 0.20' LEVELING COURSE TYPE Ir A.C. OVER WIDTH OF PAVED ROADWAY AND TAPER FROM 0.20` TO 0.06' 17-11 772222222Z3 O PLACE 0.17 RUB®ERIZED TIC. CAP OVER WIDTH OF PAVED ROADMY AND TAPER FROM 0.17 TO 0.06' O4 TAPER 6 FROM AC DACE OR 9P' DITCH OCONSTRUCT SHOULDER BACKING WITH CL 3 A -B. , SHOULDER WIDTH VARIES FROM 2FT TO 8 FT COWIN OF RIVERSIDE TP.4NW4 RTATN)N DEPART11111ENIF TYPICAL SECTIONS REFERENCE 7 - s E e�c�aieaF,+awroeTAnor DATE AOA EXPRESSWAY RESURFACING RIDER STREET TO STH STREET "o- A7 SURVEY NO NM F. B. NO. mm SCALE M_ T. S. SMEEf 30F 9 i i STA. 32§#M TO STA. 350+40 REF. PLAN NO. Mid anter NO. 2122M 1 ` AQ �— ENNNU S A.JL Q�pv ESSip4,q ' OQ p i �No. C 42328 '° Exp' X13` *, i CIV1\- elf Of C�``4p »I COUNTY OF Rr#*RJWE TYPICAL SECTiONi BICE TRA NPORTATM uErARTi>ENr RAMONA EXPRESSWAY � NO. AT-� Z� SURVEY NO. NRI1 ° w" OFT"""° ATM �f� RESURFACM F. B. NO. mm 7- RIDER STREET TO 5TH STREET SCALE N T. S X er: SHEET 40F 9 1MOle1- f��OR C1YIt BN�6t 912-A , Ad - 2 ENNTM � CONSTRUCTION NOTES. m T© STA. 37i+K O STA. 3ii+Y0 CONSTRUCT Q3' OF COLD IN-PLACE ASPHALT CONCRETE PAVEMENT a RECYCLING ! ¢ � REF. PLAN NM 845 -EEE sllfff ND. 2i PLACE 0.20' LEVELING COURSE TYPE "W AC. OVER 110TH OF PAVED O ROADV*kY AND TAPER FROM 0.20' TO O -W O PLACE 0.12 RUBBERIZED A.C. CAP OVER WIDTH OF PAVED ROADWAY MID TAPER FROM 0.17 TO OAF TAPER 6 FROM AC DMCE OR Y DITCH CONSTRUCT SHOULDER BACKING VNTH CL 3 AB-, SHOULDER WIDTH VARIES o `o FROM 2FT TO 8 FT y STA. 32§#M TO STA. 350+40 REF. PLAN NO. Mid anter NO. 2122M 1 ` AQ �— ENNNU S A.JL Q�pv ESSip4,q ' OQ p i �No. C 42328 '° Exp' X13` *, i CIV1\- elf Of C�``4p »I COUNTY OF Rr#*RJWE TYPICAL SECTiONi BICE TRA NPORTATM uErARTi>ENr RAMONA EXPRESSWAY � NO. AT-� Z� SURVEY NO. NRI1 ° w" OFT"""° ATM �f� RESURFACM F. B. NO. mm 7- RIDER STREET TO 5TH STREET SCALE N T. S X er: SHEET 40F 9 1MOle1- f��OR C1YIt BN�6t 912-A , I— z t W t k 3 s� I I STA. 3761 TO STA_ fn4W STA. MS#M.n ■IC W. Mi EP = STA. !M*24M {AI j #W. 7!S 04 LIEF. PLAN NO. 9411 SET 101 n MF_ PLAN NO 711111-11111 SHEET NO. MISTING A.B. gvifEss/ �No. C 423282 Em 3/310 # Civil - OFIV1l- OF C Al�F4� CONSTRUCTION NOTES: CONSTRUCT 03 OF COLD IN-PLACE ASPHALT PAVEMENT �-� RECYCLING OPLACE 0.20 LEVELING COURSE TYPE 'B" AC. OVER FULL WIDTH OF PAVED ROADWAY EXCEPT WHERE TAPER IS RECOMMENDED U3 PLACE 0.17 RUBBERIZED A.C. CAP OVER FULL WIDTH OF PAVED ROADWAY EXCEPT WHERE TAPER IS RECOMMENDED OCONSTRUCT SHOULDER BACKING WITH CL 3 A.B. , SMOULDER WIDTH VARIES FROM 2FT TO 8 FT NOTE: REF. PLANA 7M IM1 STATIONNG DECREASES FK= VWST TO EAST ■EGINING AT STA- 511001+24M AND EIE Q AT END OF PROLIECT AT STA. 5714M COUNTY OF Rili'VERSIDE iRANW4MATWN DEPART�[T I TYPICAL SEC710N6 REFEREPICE 7V eFl raerwnta � GATE �wo�cr-awsearw��t RA A EXPRESSWAY p� REWWACM RIDER STREET TO 5TH STREET mo - SURVEY NO. F. B Ni SCALE SHEET 9/2-A A7 -0E HIM NIA N. T. S. 5 OF 9 j( TL VERTICAL LATA PER RIVERSIDE COUNTY RIGHT-OF-WAY ASAP 796 -BB ADD 1400 FEET TO ALL ELEVATIONS CONTR4CTOR SHALL VERIFY THE LOG4TIG N OF EXISTING HIGH PRESSURE GAS AND WATER LINE BEFORE COMMENCING WORK CR - CROWN .ff�.7-F.r.MM b - W Ln EXISTING HP GAS DOWN i 36' N Q Z J EXISTING WATER LINE DOWN ± 36" A - 82'4635° R - 30.00 T - 26.438 L - 43.342 C CONSTRUCTION c_ r)F rYwlzriwrvrrrw EXISTING HP GAS DOWN ± 36" u")N ti Q Z ti J v EXISTING WATER LINE DOWN ± 36" SCALES; 1" = 40' HOR 1 11 = 4' VER DIRECTION OF TRAVEL CONSTRUCT 0.30' OF COLD IN-PLACE ASPHi9LT PAVEMENT RECYCLING O2 � -PLACE 0.20' LEVELING COURSE TYPE 'B' AC OVER FULL WIDTH OF PAVED fii040WAY EXCEPT WHERE TAPER IS RECOMMENDED. O� -PACE 0.41' LEVELING COURSE TYPE 'Bw AC OVER FULL WIDTH OF PAVED R0401YAY EXCEPT WHERE TAPER IS RFCQVAIENQEA 3O - PLACE 0.12' RUBBERIZED AC CAP OVER FULL WIDTH OF A0401YAY EXCEPT WHERE TAPER IS RECOMMENDED. PLACE 0.85 AQGREG4TE EASE CL2 O � - CONSTRUCT SHOULDER BACKING WITH CL 3AB, SHWLD£R WIDTH O� VARIES FROM 2' TO 8' - RF_A00VE EXISTING AC PAVEMENT l � l � - EXISTING PAVEMENT W Ln EXISTING HP GAS DOWN i 36' N Q Z J EXISTING WATER LINE DOWN ± 36" A - 82'4635° R - 30.00 T - 26.438 L - 43.342 C CONSTRUCTION c_ r)F rYwlzriwrvrrrw EXISTING HP GAS DOWN ± 36" u")N ti Q Z ti J v EXISTING WATER LINE DOWN ± 36" SCALES; 1" = 40' HOR 1 11 = 4' VER — — — — — — — — — — — — — — — — — — /� St©. 8207.05 EXISTINGTVTRIPING BEGIN STRIPING U) Ir w 0 Ir ' 200' KA i NO SCALE RECOMMENDATIONS NO. REVISIONS APPR DATE REVIEWED BY DATE a PAINT 4"/4" DOUBLE YELLOW CENTERLINE STRIPE (DETAIL 22) CALTRANS STD PLAN A20A (BY CONTRACTOR) SURVEY PAINT 8" WHITE CHANNELIZING STRIPE (DETAIL 38) CALRANS STD PLAN A20D (BY CONTRACTOR) FILENAME - A702WSP.DGN APPLY TYPE IV DESIGNED BY DRAWN BY CHECKED BY MONAE PIRIE MONAE PIRIIE of STRIPING SECTION "A" STA. 82+07.05 TO 91+50.00 RAMONA EXPRESSWAY MATCH TYPICAL STRIPING FOR SECTION "B -i it STRIPING & PAVEMENT MARKING NOTES Q4pf ESS /rn Oti i m NO. C 4232: A Exp. 3-31-00 �h J` gra, C iry P `T OF CAE��`a STRIVING TYPICAL SECTION "C" STA. 131+70.00 TO 139+30.00 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY COUNT RIVERSDCE, ORMA D E 7/Z/17 RECOMMENDED DATE d 91� NO SCALE STRIPING PLAN RAMONA EXPRESSWAY RIDER ST. - 5TH ST. r NOT USED THIS SHEET a PAINT 4"/4" DOUBLE YELLOW CENTERLINE STRIPE (DETAIL 22) CALTRANS STD PLAN A20A (BY CONTRACTOR) SURVEY PAINT 8" WHITE CHANNELIZING STRIPE (DETAIL 38) CALRANS STD PLAN A20D (BY CONTRACTOR) FILENAME - A702WSP.DGN APPLY TYPE IV TURN ARROW PER CALTRANS STD PLAN RSP A24A (THERMOPLASTIC) (BY CONTRACTOR) of PAINT 4" WHITE EDGELINE (DETAIL 27B) CALTRANS STD PLAN A20B (BY CONTRACTOR) PAINT 4" YELLOW EDGELINE (DETAIL 25A) CALTRANS STD PLAN A2013 (BY CONTRACTOR) PAINT 4" WHITE LANELINE STRIPE (DETAIL 12) CALTRANS STD PLAN A20A (BY CONTRACTOR) ® NOT USED THIS SHEET Q4pf ESS /rn Oti i m NO. C 4232: A Exp. 3-31-00 �h J` gra, C iry P `T OF CAE��`a STRIVING TYPICAL SECTION "C" STA. 131+70.00 TO 139+30.00 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY COUNT RIVERSDCE, ORMA D E 7/Z/17 RECOMMENDED DATE d 91� NO SCALE STRIPING PLAN RAMONA EXPRESSWAY RIDER ST. - 5TH ST. r 9/2-A t REFERENCE W.O. NO. A7-0299 SURVEY NO. F. B. NO. FILENAME - A702WSP.DGN 9- SHEET of 9/2-A t !U r - STRIPING TYPICAL SECTION "J" STA. 198*20.00 TO 216+20.00 14' DIRECTION OF TRAVEL WESTBOUND l 9Mr� NO SCALE STRIPING TYPICAL SECTION "M" STA. 225+65.00 TO 245+09.00 (EXCLUSIVE OF DETAIL DRAWING FOR LAKEVIEW AVE.I/S & HANSEN ST.I/S) j dY f NO SCALE STRIPING TYPICAL SECTION "K" STA. 216*20.00 TO 218+75.00 STRIPING TYPICAL SECTION "N" STA. 245+09.00 TO 252}54.00 d .N f �!W NO SCALE 4f .If f NO SCALE QRQfESS/O� v rrn w No. C 43320 �k Exp. 3-31-00 ��r Cryti1. ��a`P OF- CALXX STRIPING TYPICAL SECTION "L" STA. 218{75.00 TO 225+65.00 49 .A' f NO SCALE STRIPING TYPICAL SECTION "0" STA. 252+54.00 TO 5TH ST. (END OF PROJECT) (EXCLUSIVE OF DETAIL DRAWING FOR 6TH ST. I/S) MATCH EXISTING STRIPING � 1 cn 1 i L i 9/2-A STRIPING & PAVEMENT MARKING NOTES O PAINT 4" YELLOW CENTERLINE STRIPE (DETAIL 5) CALTRANS STD PLAN A20A (BY CONTRACTOR) Q PAINT 4"/4" DOUBLE YELLOW CENTERLINE STRIPE (DETAIL 22) CALTRANS STD PLAN A20A (BY CONTRACTOR) 0 PAINT 8" WHITE CHANNELIZING STRIPE (DETAIL 38) CALRANS STD PLAN A20D (BY CONTRACTOR) ® APPLY TYPE IV TURN ARROW PER CALTRANS STD PLAN RSP A24A (THERMOPLASTIC) (BY CONTRACTOR) PAINT 4" WHITE EDGELINE (DETAIL 27B) CALTRANS STD PLAN A20B (BY CONTRACTOR) NOT USED THIS SHEET O7 NOT USED THIS SHEET PAINT ONE WAY NO PASS STRIPE (DETAIL 19) CALTRANS STD PLAN A20A STRIPING TYPICAL SECTION "0" STA. 252+54.00 TO 5TH ST. (END OF PROJECT) (EXCLUSIVE OF DETAIL DRAWING FOR 6TH ST. I/S) MATCH EXISTING STRIPING � 1 cn 1 i L i 9/2-A RIGHT LANE DO � Musr NOT TURN R'GHT PASS • Rf R18-2 R63 yy/y W/7 THRU LANE TRAFFIC ENDS MERGE MERGE LEFT LEFT W74 W75 PLACE LIMIT LINE THERMOPLASTIC PLACE "STOP" PAVEMENT MARKIN( THERMOPLASTIC LEGEND: NEW SIGN (ONE OR TWO POST) EXISTING SIGN (ONE OR TWO POST) a DIRECTION OF TRAVEL XX EXISTING PAVEMENT STRIPING PLACE 4' YELLOW DIAGONAL STRIPE 0 30° EVERY 60 FT GENERAL NOTE : UNLESS STATED OTHERWISE, ALL SIGNING AND STRIPING SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS TRAFFIC CONTROL MANUAL), AND THE JULY, 1992 STANDARD SPECIFICATIONS, STANDARD PLANS, AND THIS SPECIFICATION PACKAGE. W aD LQ W Ln Z O v O N Ln I'll JUMLLJo Z: OL ct W m TYPE F DELINEATOR 40 80 120 1" = 40' HOR 1 " = 4' VER 9/2-A MATCH TYPICAL STRIPING MATCH TYPICAL STRIPING CC/'`TInAI 111 91 SFCTION "M" Y Q MATCH TYPICAL STRIPING SECTION "0" 1 TRANSISTION 330' BACK TO CENTERLINE USE DETAIL 5,12/36 CENTERLINE ST �I r DETAIL OF 6TH ST_ I/S V 2 o o' C14fi-31 DETAIL OF LAKEVIEW AVE. I/S & DETAIL OF DAVIS RD./HANSEN AVE. I/S RAMONA EXPRESSWAY 120' REVERSE CURVE MATCH TYPICAL STRIPING SECTION "M" 120'REVERSE CURVE RAMONA EXPRESSWAY TRANSISTION 275' BACK TO CENTERLINE DETAIL 5,12/36 CENTERLINE STRIPE df f NO SCALE ri QROF E SS / fyk A. a NO. C 42328 To # Exp. 3-31-W Of CAO i L STRIPING & PAVEMENT MARKING MOTES MATCH TYPICAL STRIPING SECTION "0" 9/2—A PAINT 4" YELLOW CENTERLINE STRIPE (DETAIL 5) CALTRANS STD PLAN A20A (BY CONTRACTOR) PAINT 4"/4" DOUBLE YELLOW CENTERLINE STRIPE (DETAIL 22) CALTRANS STD PLAN A20A (BY CONTRACTOR) PAINT 8" WHITE CHANNELIZING STRIPE (DETAIL 38) CALRANS STD PLAN A20D (BY CONTRACTOR) ® APPLY TYPE IV TURN ARROW PER CALTRANS STD PLAN RSP A24A (THERMOPLASTIC) (BY CONTRACTOR) PAINT 4" WHITE EDGELINE (DETAIL 27B) CALTRANS STD PLAN A208 (BY CONTRACTOR) NOT USED THIS SHEET 07 NOT USED THIS SHEET PAINT ONE WAY NO PASS STRIPE (DETAIL 19) CALTRANS STD PLAN A20A MATCH TYPICAL STRIPING SECTION "0" 9/2—A CORNER RECORD Agency Index CR190325 Document Number 2019 — 035 City of UNINCORPORATED AREA County of RIVERSIDE , California Brief Legal Description T. 2 S., R. 17 E., SEC. 18, S.B.M.; "MWD BM 11H 1931" CORNER TYPE ❑ Government Corner ❑ Control 18 ❑ Meander ❑ Property ❑ Rancho © Other x Date of Survey MAY 22, 2019 COORDINATES (Optional) N 2305353.46 E. 6867619.21 Elevation 966.39 Units Metric ❑ U.S. Survey Foot Horizontal Datum CCS83 (NRS 2007) Zone ZONE 6 Epoch Date 2017.50 Vertical Datum NAVD88 © Complies with Public Resources Code §§8801-8819 ® Complies with Public Resources Code §§8890-8902 PLS Act Ref: ❑ 8765(d) © 8771 ❑ 8773 ❑ Other: Corner/ ® Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged ❑ Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: © See sheet #2 for description(s) : (SEE REVERSE) BASIS OF BEARINGS: THE BEARINGS SHOWN HERON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (NRS 2007), CCS83, ZONE 6, 2017.50 EPOCH IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID BEARINGS ARE BASED LOCALLY UPON FIELD OBSERVED TIES TO THE CALIFORNIA SPATIAL REFERENCE NETWORK. AN ELEVATION OF 966.39 WAS DETERMINED AT THE FOUND MONUMENT "MWD BM 11H 1931" TO CALCULATE A COMBINATION FACTOR OF 0.9999784 ALL DISTANCES SHOWN HEREON, ARE IN TERMS OF THE US SURVEY FOOT. ALL DISTANCES SHOWN HEREON, ARE GROUND DISTANCES. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on MAY 24 2019 Signed hz_� /,;- P.L.S. Ni. 9320 COUNTY SURVEYOR'S STATEMENT This Corner Record was received -7111 2011 and exa . ed and filed ( /gam® Signed P.L.S. orX. No Title County Surveyor's Comment BPELSG-2016 Page 1 of 2 r Do MC COLAS Da �0' ELT \*� LS 0 320 P", 561 No. 8488 Exp. 12-31-20 Document Number ZOPQ - 035:7 Agency Index CR190325 ELEVATIONS SHOWN AS "DERIVED COH88" ARE GPS DERIVED CALIFORNIA ORTHIMETRIC HEIGHTS OF 1988 (COH88) BASED ON NGS GEOID 12B. "IMPS" CSRC NETWORK STATION IDENTICAL N = 2366617.619 "IMPS" E = 6895958.147 LAT = 34°09'27.213574" LONG = 115°08'42.312648" ao COMBINED FACTOR: 0.99996877 �� N 4507 MWD CRA CONTROL cj� FD. 1 1/2" IRON PIPE WITH CONCRETE "MWD COLLAR AND 2" BCM STAMPED O G �^ CRA CONTROL 0� roti RBF 2005", PER MWDFB G� 5 �� 0°' ��' 0 cr 1001-16/158 �P �LN,L E = 68618773.38 46.60 NOT TO SCALE ELEV. = 1022.33 (DERIVED COH88) • "HNPS" 48036, \ 62 39, n o v O I z 650,*� I D� - 66 E N8191.67 °47'02.3' , • v V /Qz� I OJ�O h • �,°�� 4550 MWD CRA CONTROL MWD BM 11 H 1931 FD. 1 1/2" IRON PIPE WITH CONCRETE COLLAR AND FD. 3" STD. MWD BCM "MWD / STAMPED 00'Sti' 2" BCM STAMPED "MWD OF SOUTHERN CALIFORNIA BENCH MARK 4550+00", PER MWDFB 11 H 1931 ", SET IN 12"X 12" CONCRETE PAD 1001-05/132 2" ABOVE GROUND. PER MWDFB 1001-30/055 N = 2304397.21 N = 2305353.46 g E = 6860996.37 E = 6867619.21 ELEV. = 966.39 (DERIVED COH88) Q "HNPS" ELEV. = 1022.23 (LEVELED COH88) CSRC STATION PER MWDFB 1001-06/119 N = 2200703.788 ELEV = 966.3 (NAVD88) E = 6748610.6917 PER NGS PID DW0448 LAT = 33°42'18.007809" y LONG = 115°38'07.160678" ELEV. = 964. 452 (DISTRICT DATUM) �J COMBINED FACTOR: 0.99991308 PER CRA BENCH MARK BOOK' PURPOSE OF SURVEY THE PURPOSE OF THIS CORNER RECORD IS TO DOCUMENT THE FOUND MONUMENT "MWD BM 11 H 1931". IN A REPORT TITLED "FIRST ORDER CONTROL SURVEYS FOR THE COLORADO RIVER AQUEDUCT", UNKNOWN DATE, METROPOLITAN WATER DISTRICT (MWD) SENIOR INSPECTOR WILLIAM L. SANDERS JR., DESCRIBES HOW FIRST-ORDER HORIZONTAL AND VERTICAL CONTROL WAS ESTABLISHED FOR THE CONSTRUCTION OF THE COLORADO RIVER AQUEDUCT (CRA). IN REGARDS TO VERTICAL CONTROL, THE REPORT STATES THAT MONUMENT "MWD BM 11 H" WAS USED AS THE PRIMARY BENCH MARK AND CONSTRUCTION OF THE CRA IS BASED UPON ITS ELEVATION; 964.452' (DISTRICT DATUM). 'A COPY OF THE REPORT AND THE CRA BENCH MARK BOOK IS ON FILE AT THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA SURVEY OFFICE LOCATED IN LA VERNE, CA. BPELSG-2016 Page 2 of 2 i I