Loading...
fb2234_6454INDEX # 1 Riverside CountySurvey:,Flol'dBookTable f;Cantents `- FIELD BOOK#:. 2234 SURVEY#: 6454 PROJECT NAME: JURUPAR0AUGS WON: 87-0795/[6-0060 Inda Number(s) Item Indies Date Notes 0102 TABLEOFCONTENTS 0304 FACTSHEET 12/04/16 REVISED ORIGINAL FACT SHEET TO NEW FORMAT 050 9 WORKORDERREQUEST 10/02/13 WOU MORUOER A UTNONZATION 10 STATICCONTROLSUMMARY FIELD NOTES 11-20 GPSOESEWATIONSHEETS FIELD NOTES 21-26 HVP FIELD DRAWING FIELD NOTES 27-30 TRAVERSE NOTES RELU NOTES 31-52 LEVEL NOTES FIELD NOTES 53-72 MONUMENTNOTES FIELD NOTES 73-76 BOUNUARYNOTFS OFFICENGTES 77-80 MONUMEWDESCRIPNONS OFFICE NOTES 81-64 MONUMENTNOTES RED NOTES e 92 MONUMENTNOTES OFFICE NOTES Heid Nota -Survey Contrd Field Notes -Level Field Notes -Sectional Field Nota -Traverse Field Nota -Alignment Calc Motu -Rightof Way Calc Notes - Easement P:\SURVEM9-0O6OJURUPA RD GRADE SEP\03 FIELD DATA 02 FIELD BK\01-o2 Field Book TOC 2234_6454 JURUPA GSAM to will IwA, INDEX # 2 THIS PAGE INTENTIONALLY LEFT BLANK C.' C) RIVERSIDE COUNTY SURVEYOR INDEX# 3 PROJECT CONTROL SHEET PROJECT: JURUPA ROAD GRADE SEPARATION SURVEY#. 2234 FB&: 6454 WDM: C8.0060 TWP: 2S FUND: SW SEC: 14&15 RHO: BASIS OF COORDINATES AND BEARINGS HE COORDINATES AND BEARING SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ONE 6, (EPOCH 2007.00) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS BBOT-BB19; SAID COORDINATES AND BEARINGS ARE BASED LOCALLY UPON FIELD -OBSERVED TIES TO THE FOLLOWING CAUFORNIA SPATIAL REFERENCE NETWORK OR EQUIVALENT STATIONS REFERENCE CSRC STATION STATION ID SITE NAME IAMDE LONGITUDE NORTHING BASTING HEIGHT (111 MLFP MIFP SOGFLCS1998 33°55'0823882' 117°19'04.59958" 2279468.000 E76BE36 473.697 CNPP CNS SCGN_CS1999 33°5127.46181° fl7°36'32.0607T 2258381.772 6149111.150 301 EMP EWPP SCGN_CS1999 3480615.40943" 117031'3205627" 2347786.500 6175507402 331.193 CONVERGENCE ANGLE AND GRID FACTOR POINT NO. NORTHING BASTING CONVERGENCE ANGLE COMBINATIONFACTOR ELEVATION 101 2,309,733.770 6186191,061 -00°40'50.64BB7' 1.000007910 726.55 CONTROL MONUMENT DESCRIPTIONS MON ID DESCRIPTION NORTHING BASTING ELEVATION BE 39' REBPR WI PLASTIC CAP'RIV 00 TRANS', ON. 0.5', 4I%0 FEET NORTHWESTERLY OF THE INTERSECTION OF THE CENTERUNE OF JURUPA ROAD& GL SURVEY OF VAN BUREN BLVD., 4- 91 FEET WESTERLY OF THE 101 SECTION LINE BETWEEN SECTIONS I4& 15, 420 FEET NORTHEASTERLY 2,309,733.710 6,1%,191.681 728.55 OF THE NORTHEASTERLY RAILROAD RIGHT OF WAY LINE. FIX SPIKE WIBRABS WASHER-ILIEGIBUB, FLASH, AS SHOWN IN FIELD 4 BOOK 2232, SURVEY 6441, PAGE 29, ACCEPTED AS INTERSECTION OF THE 2,311,389,057 6,1902t1I.022 747.98 CENTERUNE OF GALENA STREET &PEDLEY ROAD. M. TV IP W TAG -RCE 19540', DN. 02', AB SHOWN ON PM 4922, ACCEPTED 9 AS THE INTERSECT ION OF THE CENTERLINE OF BEACH STREET&UTH 2308,098.454 6,184,300.340 717.56 STREET. NOTE: ALL COORDINATES AND DISTANCES SHOWN, UNLESS OTHERWISE NOTED, ARE IN TERMS OF THE U.S. SURVEY FOOT. AS USED IN THE ABLES ABOVE, ELEVATION REFERS TO THE GAUFORNIA ORRIOMETRIC HEIGHT (0010M OR EDOIVAIFNT OF THE POINT WHERE THE MAPPING AND LL AND COMBINATION FACTOR WERE CALCUTATEO IN TERMS OF THE NORTH AMERICAN VERTICAL DATUM OF 19H (NAVO88) 0 HEIGHT REFERS TO THE VERTICAL VAW EOF THE GYIFORNM GEODETIC COORDINATE OR EQUIVALENT ELLIPSOID HEIGHT USED TO CALCULATE THE COMBINATION FACTOR IN THE EMT THAT THE CALCULATIONS ARE NOT PERFCHIMED AT AREAL' POINT IN THE SURVEY. HERE AMY BE NO STATION OF ELEVATION TO UST. DISTANCES SHOWN HEREON OR INVERSED FROM COORDINATES SHOWN HEREON ARE IN REFERENCE TO CC503 (GRID). TO APPROXIMATE LOCAL GROUND DISTANCES, MULTIPLY THE GRID DISTANCE BY THE COMBINATION FACTOR PROVIDED HEREON. BASIS OF ELEVATIONS THIS PROJECT IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 ONI BENCHMARK. OF 622 PID: EV9273,ELEVATION: 746.24', PER NGS DATA SHEET. DESCRIPTION: FOUND ALUMINUM DISK, STAMPED °MWDSC OF 6221922°, SET ON TOP OF FOOT LONG HEADWALL, 0.5 FEET NORTH DF SOUTH END OF HEADWALL, LOCATED IN L0.40 THE CITY OF JURUPA VALLEY NEAR THE INTERSECTION OF PEDLEY ROAD &GALENA �OLpL A. STREET, 70.5 FELT WEST OF THE CENTERLINE OF PEDLEY ROAD &63 FEET SOUTH OF �5`' JO1L 4 E CENTERLINE OF GALENA STREET, 26 FEET SOUTHEASTERLY OF POWER POLE NO. 4053705E. -31- OF CALYF RIVERSIDE COUNTY TRANSPORTATION DEPARTAOENT, 4080 LEMON ST, P.O. BOX 1090 RIVERSIDE CA 92502 {L... I',,...I RIVERSIDE COUNTY SURVEYOR INDEX# PAGE INTENTIONALLY LEFT BLANK RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, 4090LEMONST, P.O.BOX1090RIVERSIDECA92502 INDEX # 05 FB223,15-6454 OFFICE OF COUNTY SURVEYOR Transportation Department Survey No. Priori fv- Rifh M.O. No.- 870795—Juruoa Grade Seueration PermitNo.- Field Bk. - Thomas Bothers Book Page Pe. PROJECT: 684 -Grid C-2, Juruoa Grade Separation Project D2, C3 &D-3 Road Book E6 .e Requested By Cesar Tolentino Date- June29.2010 Description of work— Please provide us an aerial photo and a topographic map for Jumps Road. The fallowing is the aerial photo limits: ` 9 North limit follows cast/westnligmmem ofThThorobrered -Lane approximately 1,700 tett north ofthe UI intersemion. • South limit follows eusllwesl alignment of 53rd[met approximately 2,300 feel south oFlhe dl intersection. j • West limit follows north/south aligumen"f Beach Strcet approximately 2,8011 feet weal of the dF intersection. • Rash limit follows northtsouth alignpn nl ofPcdley Rd approximately 3,000 feet east of the ell intersection. Note: All references to cA intersection refer to the centerline intersection of existing Van BumNJumpa Rd. Please see attached map The following is die topographic map limits: 1: 1r • North limit follows cast1west alignment of Tract Boundary shown, approximately 1,400 feel north of the ell intersection. • South limit follows cast/west alignment of 53rd � Il approximately 2,300 feel south of the ell intersection. • Weal limit fol lows nunhtsoulh alignment of Poinsctm Place approximately 2,400 feel west of the ell intersection. .% • East limit follows north/south alignment u unknown pA approximately 2,500 feet cast ofthe ell intersection. Note: All references to ell intersection refer to the centerline interseelion of existing Van Buren/Jumpa Rd. Please see attached map - INDEX # 06 sg FB22n4 S-6.454 Q, B7-0795 Jumna RoatliGrad 5 a211p l Page One 1. SCOPE OF WORK: ® Limits, as defined and shown on the attached. exhibit. 0 Photo Nominal Scale shall be 1' = 300' 1 Deliverable Mapping scale shall be P = 40•, i with 1' Contour Accuracy. ® Horizontal Datum shall be NAO'83 (NSRS 2007), California Zone 6. Coordinates shall. be adjusted to Epoch Date 2007.00. Hodmir tal coordinates for project control (including . Aerial Targets. Centedine Alignments, etc) shall be provided to you from County Survey.: . ® Vertical Datum shall be NAVD 88. Vertical values for project control shallbe determined by differential leveling and shall be provided to you from County.Survey. ® The "COGO.OGN' (centorime) file and'ROW.DGN' His shall be provided loyou from. County Survey for the purpose of merging into any Final Deliverables (including the main j Aerial "TOPO.DGW Ole and any other Ortho Photo exhibits) as necessary. j ® The "DTM.DGN' and Ihe'DTM.TTM' files shall be provided by the censukant to the County Survey Division for Field -Check review and approval. Once the DTM has been Field -Checked, notice will be provided b complete and deliver the Aerial "TOPO.DGN" as -is, or correction comments will be provided, and revisions will need to be made. ® The County Work Order Number shall be incorporated into the title block of all Mapping, ! Exhibits. Notes, and /or Correspondence necessary to satisty this scope. It. DELIVERABLES: - ® WO#TOPO.DGN: Centerline(s) and other control per "County CADD Manual' j ® WON DTM.DGN; (Levels and Calors) per "Counly CADD Manual- I ® WO#DTM.TTM; ® WO#MERGE.DGN ® (1) Set of Mapping Photo Imagery (B&W) in digital format, at the highest resolution ' available— please identify the resolution in your Cost Estimate. _ ® (1) Set of Ortho Imagery (Color) in digital formal, at the highest resolution available, . l please identify the resolution in your Cost Estimate. INDEX # 07 B7-0795 Jump Road (Grade Separation) Page Two ® (1) Set of Signed/ Stamped Mylar "at a reasonable scale." (@ Ortho Photo Exhibits) (Color) III. COST ESTIMATE: Please provide an itemized cost estimate and associated projected timeframe Ior each item listed below, as defined in the body of this request. Time frames should .Include actual man hours projected to complete the work. Also, time frames for delivery should be included from key "Bench Marks- (such as Flight will be completed "x" weeks from notification that Aerial -- targets are set). Include any addgional items yceeiii necessary for the completion of this proposed work request. Submit a "Marking Diagram" with your itemized cost estimate. ® Fly and post -process job, to creation and completion of "TOPO.DGN" and -DTM.DGN" in Mkoo Statim version J (7), and "DTM.TTM" (Trimble Terrain Model). County provided "COGO.DGN" and "ROW.DGN" shall be incorporated / merged into the Aerial "TOPOMGN- and delivered as "MERGE.DGNH. ; ® Regarding Mapping Imagery—(1) Set of Digital Aerial Photos (B&W) at highest resolution available (please define resolution in your cost estimate). ® Regarding Ortho Photo Imagery — (1) set of Digital Aerial Photo's (Color) at highest resolution available (please define resolution in your cost estimate). IV. LIMITS Photo Limits: East Unit = Easterly RAN line of Pedley Road South limit = Southerly RNV Line of 53'° Street West Limit= 250' Westerly of centedine for Beach Steel North Limit = 650' Southerly of centerline for Galena Street Please develop the marking diagram to cover entire photo limits, as there might be a future need to expand the mapping limits beyond what is currently defined here. Aerial Toommohic Macchia Limits: Van Buren Boulevard... ... Southerly from intersection with Jurupa Road, a 500' wide strip (250' each side of centerline) to South Photo Limit (projection of southerly RAN line of 530 Street) INDEX # 08 FB223gr 5-646 B7-0795 Janina Road [Grade Separae'oal Page Three Van Buren Boulevard (continued) ... Northerly from intersection with Jumps Road, a 550' wide strip (250' southwest side of cenledine and 300' northeast side of centerline) lo the intersection of the southwesterly R!W line for said Van Buren Boulevard and the mast -northerly (back) property line of homes along the north side of Birmingham Avenue Felspar Street ...Northerly from intersection with Jurupa Road, a 500' wide strip (250' each side of cenlerline) to a point 1, 1 00'southerly of centerline for Galen ah _ w Jurupa Road... ...Southwesterly from intersection with Van Buren Boulevard, a 400'strip (200' on each side of centerline) to a point 350' southwesterly from the cenledine intersection with Polnsetta Place ...Northeasterly from intersection with Van Buren Boulevard, a 400' strip (200' on each side of centerline) to a point 850' southwestedy from the centerline intersection with Pedley Road Miscellaneous In -Fill... ... Southeast quadrant, easterly fill Kral — to 150' east of prolongation of north -south running Channel (located north of Jumpa Road) ...Northeast quadrant, easterly fill limit — to 150' east of north -south running channel ...Northeast quadrant, northerly fill limit — to a line 1750'sout of the centerline of Galena Street (See attached Exhibit) — Where written description (here) is not in agreement with attached exhibit, written description holds. V. SCHEDULE: Submit a detailed schedule including all the milestones with your proposal. Como •actor 8',P Papa:1 of I Combo Factor Project: Jurupa Grade Separation 26310 User name abavem Date & Time 8:52:37 AM 9/23!2010 Coordinate System ISS Stele Piano 1983 Zone Califamia Zane 6 0406 Project Datum NAD 1983 (Cones) Vertical Datum Geoid Madel GPAID03 (Conus) Coordinate Units US survey flat Distance Units US survey feet Heigbt Units US survey flet THE EPOCH loss MIS PROSBCr IS 2007 BASED ON GELID 03 ME COORDM%M EYSTSN FOR =19 PRCemCf IS NAIL 83 ' ME Moon= COMBINATION FACfOR IS 0.99999209 AT TRAVBRSE POINT 101 ME PRQ CP CONVERGENCE ANGLE IS -0.40'31" AT TRAVERSE POINT 101 THE COSS STATIONS USED FOR THIS PRO= ARE CUFF, XWP AND MFP THE ELEVATIONa ARE aASED ON ➢IPPERENTIAL LEVELS FROM BENCElc RK MSC 9F 622 1922 ELEV.a746.24 THE VERTICAL DATON FOR THIS PROJECT IS NAM 1988 , POINT NORTH EAST HEImIT ELEV. CtlF@0 FACTOR CONVBR®iCE DESC 101 2309733.770aft 6186191.863aft 617.570aft 726.550sft 0.99999209 -0^40"41.RM RAR 3'AAV PT 101 AR ENT -2 2307686.920aft 6190204.423eft 614.4050ft 723.270aft 0.99999114 -0040' " HVP2 1102-3 2309478.796sft 6190240.0030ft 627.993aft 736.850sft 0.99999148 -0°40.24° NVP3 HV? -4 2311339.037eft 6190260.022aft 639.3089ft 747.960oft 0.99999199 -0°40124^ Wes HVP-5 2311324.525aft 6188322.565aft 627.7600£1 736.6408ft 0.99999251 -0°40'37" Hass HVP-6 2311382.5220ft 6106061.405aft 624.757aft 733.7408£1 0.99999267 -0040'52" HVP6 .^ HVP-7 2311405.451aft 6104137.2228ft 628.091aft 737.920aft 0.99999247 -0°41.04" M7 m HVP-8 2309674.266eft 6186068.9B6aft 610.132a£t 727.110aft 0.99999203 -0040'51" HVPB HVP-9 2306090.4546ft 6184300.340aft 608.415aft 717.560aft 0.99999051 -0141'03° HW9 N NW -10 2309692.0469ft 6184050.7249ft 619.304aft 720.350aft 0.99999197 -0041'05" W1,10 N 111'1-11 2307702.703eft 9103933.4D6aft 640.2a3aft 757.490aft 0.99998949 -0041'05° HVP11 tit HOF -12 2307863.630aft 6186208.472sft 625.944aft 735.030sft 0.99999066 -0040'50° 11111312 y HW -13 2306078.7808ft 6186235.132sft 694.329aft 803.3909ft 0.99998641 -0°40'SD° HVP13 r HVP-14 2306062.4428ft 6188309.6355ft 596.295eft 705.320sft 0.99999109 -0040137" M14 HW -15 2307876.030aft 6188200.1800ft 603.4BOaft 712.4308ft 0.99999175 -0°40'37° HVP13 1I'7P-16 2309626.776sft 6168250.639aft 613.740aft 722.6708ft 0.99999223 -0040137" KaPI6 m,PP 2279468.0008ft 6237669.236aft 1555.185aft 1662.9528ft 0.99993181 -0.35'13" ul CNPP 2258381.772aft 6149111.150aft 986.670aft 1097.6148ft 0.99994670 -0°44148• I HNPP 2347766.590aft. 6175507.4020ft 1086.6038ft 1194.486sft 0.99399249 -0.42'03° P A Cn a file://I LSIpmjeatsUmupaGrade Sepemtion 263101F.-,As41dditionellCombo FactoLMm 1Q,,.wej10 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet Project Nall JURUFA RtsA/,D C RAVE �S�EPlPlil ky>dl ian oay:?�'� ''uSuuIr�v�seey Date: 9' 2001a N'0 M:37-079 FD:I-"$ASurvey No: b459 Tvg:Lb Rg:6 W_ Sec.{aYRho: Survey Party: HEN0.`/ Receiver Serial No: 4Ew155L'f�l Survey Unit No: R-13 Receiver Model No: R'6 Antenne Serial Na: Simi Height Measurement, seas lm NO: 1 Feet Meter 8 mar. 10: MJP-9 / .PD 1.429 Start Timer EM tine: —ffjeSS Coble Length: 1O _30m_ Average: True yertiool. Desmiptl !, FD %/411° W/2•c&:•�l9—� TRv N M T El It 54 •1 POR D s 93 Slant Height masurmen 1 Swaim Mal Feet Meter 0 Met. ID: ao9-l* Feet Meter Start Time: Feet Meter End Tim: 4 %4 5.49. 1./e53 Coble Lml {am _30m_ Average: Stmt Tim: 11103 VMe Vertical: Description: 06T Pig T � uAa. -ux/sews®�maus G 4 N H CA G A HI'i DA1N4NAW A 4911 N@aJGA RE 6A Average: Simi Height Measurement, seas lm NO: 1 Feet Meter 8 mar. 10: MJP-9 / .PD 1.429 Start Timer EM tine: —ffjeSS Coble Length: 1O _30m_ Average: True yertiool. Desmiptl !, FD %/411° W/2•c&:•�l9—� TRv N M T El It 54 •1 POR D s 93 .S Slant Height Measurement session No: Feet Meter a Char. lo: Start litre: End Titre: �f.: 3'C Cable Length: tum _30m_ Average: True Vertical: Description! 5! M"E0.?c e,,l 290 44T 5)'KEPT Stmt Height Measurement Session l Feet Meier 8 Char. 10: Stmt Tine: End Tine: Cable Length: l0e _30m_ Averagih True Vml l col: Desmiptlm:/ Stmt Neigh Measraent Session Not 6 Feet Meter 8 Char. 10: .MVP•S S,IN LS 77 Start Tim is ,34 _ End Time: 3.tl9 Cable Lel 10m -30m_ Average: True WYtiea l' Desmiptim: 4E7 �Qp QCRA2 ut.I law [e) 'P2ANz"GL.ks cR P l FLUSre 2/' F.. AF EtY EP VAN s.12GN 8Ll/b.V s WLV A6 F /36R APY•It Slant Height Meosurenent Sesslm Na: Feet motor 8 Cho'. 10: Start Time: End Time: Cable Length: IOm _lOm_ Average: True Vxtiml: Deemiption; Slant Height Msesurarmt 11Slant He1Qrt Measurement Session No: 3 Feet Meter session No: 4 Feet Meter a Char. 10:]TV] 1 5.49. 1./e53 "Mild a I:hq. 1D: udPd2 5.�4 1,7S SP Stmt Tim: 11103 stmt time: End Time: t 'dR End Time: CaM1leYmgth: 111Om _lam_ Average: Cable Length: 103 _3om_ Average: .true vertical: True Vertical: .S Slant Height Measurement session No: Feet Meter a Char. lo: Start litre: End Titre: �f.: 3'C Cable Length: tum _30m_ Average: True Vertical: Description! 5! M"E0.?c e,,l 290 44T 5)'KEPT Stmt Height Measurement Session l Feet Meier 8 Char. 10: Stmt Tine: End Tine: Cable Length: l0e _30m_ Averagih True Vml l col: Desmiptlm:/ Stmt Neigh Measraent Session Not 6 Feet Meter 8 Char. 10: .MVP•S S,IN LS 77 Start Tim is ,34 _ End Time: 3.tl9 Cable Lel 10m -30m_ Average: True WYtiea l' Desmiptim: 4E7 �Qp QCRA2 ut.I law [e) 'P2ANz"GL.ks cR P l FLUSre 2/' F.. AF EtY EP VAN s.12GN 8Ll/b.V s WLV A6 F /36R APY•It Slant Height Meosurenent Sesslm Na: Feet motor 8 Cho'. 10: Start Time: End Time: Cable Length: IOm _lOm_ Average: True Vxtiml: Deemiption; s�eic n`iz e char. 10: Session Na: Camera:: start End Tim: rime: 6 char. ID: session No: commis: Stan Tim:• End Time: B Char. ID: Session Na: Cammnts: Start End Ti:m: Tim: d Char. I0: SMSTM N0: Cmaenie: Stan Tine: _ EM Tim: B Char. 10: Session No: Commnls: Start End Tim: Tine: 8 Char. ID: Session No: Comrents: Start Tine: Ew Tim; A Char. 10: Session No: Laments: Start End Time: Time: B Char. 10: Session No: Converts: Start Time: End Tine: 0 �J -rd6ex 'tk 13 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet Project Nalre: Jklu ear lwC]Ig9:.c U�r�r:-"C�•+P Ju l ion Day: ^"o Survey Dater ":L+ IN No; -07FR: ZZ /I Survey No: i J4 Twy:25Rg:i 0 Char. 10: Session No: Lmrten}s: Start Tine: End Tim: 9 Char. I0: Session No: Camnedts: Short rine: End Tine: B Char. 10: Session No: [amen}s: Start hire: End Ti!ne a Char. 10; Session No: Com ants: StartTim: End Titre: B Char. 10: Session No: Laments: Start Tion: End Time: 8 Char. 10: Session No: Comente: Start 11 res; End Titre: 8 Char. 10: Session Na: Cements: Start Titre: End Titre: 8 Char. 10: Sets ion No: Consents: Start Tim: End Tine: RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Loa Sheet Project Man:. Wfl vlt%1v3 Iwve�el'Ie:� i VC)w Jul an Day: Survey Date: No No: - FB: 2234 Survey No: 0969 rup:� Rg:60 Sec: L SRho: Survey Porty: LztA(?yPsQM Receiver Serial No:4e5LIGZ 8 Survey unit No: CREW -1 Receiver Pace Np:Tvh� R-6 Antenna Serial No: Slant W iirt_Neasuremvt Slant Height Measurement irHO:I 8 Char. Ip: ��Fet Start rias: 5itt51 Meter ,1+ L,11 B55aIaP:V r. Start Time: WW. Me'ar 1778m End THIN: 9:41. (1 4 End rice: I15-7' Cable Length: lgm-_3Cm_ DFe LS �'2p�tion'S: SuE• rT RpFAC4Y mALrL. Averwo .ue vertical: whs%em GAffi� Lu 9 v caele Length: 10m_30m_ lm: F6PULE`0ZS5E.'e�. Acc.et'rEp A,5 ur Average: ' true Vertical FL'. oa LE Ys➢LEY ND. 10949R Session No: 2' 8 alar. III: RVP-3 Stmt Height Measurement Feet Meter 5.9o; Lso9... Sess ion No: (0 IT Char. Ip: WP -1.4 Slant. Height Measurement Feet Meter 5.51_ I GP19 Start rimail 9:57 End iirte: D 9. 17: 3.9$ Start Tile / End Tin!6%ICfI �'5l 5.L Cable Length: IN -30m— " Oeacrlptian: FD. �l>A31. Average: in Vertical: $ TKof.G.TeaN.S.'IW0.5N$ Coble Length 10m_30m_ Descrlpt lam SET'�B KEDLI2 Average: True Vertical: $.5CA V�D[dS CqP"RN Cn. 'IYANS^Fg, =&IFtyF ikl&ro Feimn.i: S.Tuar:sa FL MI TlE A1�LY SIDE LfF-FIE.SLJ'CAaSCWAMP ' Tris lntT. OF�Yiu�RO. {'e eDLEY7.D.111EILY yy.ilWo'S.S'd Su4uFwPJ]'Aluir.E4y5lpEOFDIVS ilw.TEerEVD uDd b.F Y6LtdlJ Mnur Sttef' bVh)IEY RD IEL nw wrrFec ¢alEnrc ar 9h92 S mR /3°eyJ LY6 rs4 ma1z: eEFe>a v Cl4ou11JNIC �6 1�'W q S6alm NO: J 8 Chw. ID:VPS IG 51an1 Talent Measurement Feet Neter $•ll 1.74bdt. Sees tan NO: 8 Clair. ID: Slant Heipt Measurelmnt Fear Meter Start rime: 1100:4�� 5.71 Stmt rims: End Tine: II:S`j 5.11 End Time: Cable Length: ipe_3Cm_ Avervge: T vertical: 5.709 Desar 6�DD�t'y':5ET�'s REBAR:i/i3n5 2"Rv�Tee ", FL. 1a�0- A0E'LV Feern f Iur FELSpMR Sr e-?u¢uPP, Coble Length: ICm_3Dti_ Description: Average: True vertical: RD. FC Fn.. G 0'±M'V L` vguPA Rp. ALON6 E'W9DEOF FWaO CevA7 CHANNEL oN u u u t7o FAntn 909 - MGN:.' y2¢E'LY°FFFOFfn.v. Session No: ¢ 8 Char, 10: Stmt rime: /2N p Stmt Height Measurerant Fes} Neter 6"l l•�In % Session No: 8 Char. ID: Start rime: Slott Height WasWmrent Feet Mater _ End rine: /y-: E7 —l4 End rims - Cable Lellgih: 1Ca _3Dm_ "1 Descriptim:1"NIPG KLAN R 45i' A)9.Y fRt� Gar AVerwe: True Vertical fn Al IE' va' Sr. E Cable Length: Ipm_3Po_ Description: Average: True Vertical:' 'GALEfFNd StNA St nf'mt' (cGEGI.Sr: -WA r€!b 8 Char. IP session No: cmrrenis: start Time: End Titre: a Char. IN: session no: ccmreme:, Start rnei' End Ti:m: I e Char. io: Session No: Coneents: Start Titre: End Tine: a char. io: session No: tan®nts: start Tiae: End Tine: 8 cpw. To: session No: Caments: start rime: End Tine: a This. I8: session No: Contents: start Ii net Era Tine: 0 Char. Io: Session No: Contents: start Time: End Tine: 8 Char. IT: session No: Com ants: Start Ti:®: End Titre: abs/o -%VQEx74 /-/ RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION _ GPS Station Observation Log Sheet Projectrvam:fu�y GfIROE �PFRfiQTtbel Julian Day:2b3 Survey Dara: 9-,Zj)'2D10 NO W16 -?-D79 FB: ZZ31Survey No: 10459 TW:25 R9:�11/Sec:lLWR1l Survey Party: Receiver Serial No: 4904/64497 Survey Unit No: R-14 Receiver Model Me: a�'--" Antenna Serial Na: o: -3 0: UvN 1 : '00 Slant Height Measuremnt FFee$ Meter 5•TT L/..r_7 Jr -,dl -7 %r.,u7 Session No: 4-X 8 Char. 10: start life:JL.:3� Slant Height Magian feat Feet Meter MVP)4 /d: ZZ c,b7 -, /moi 7 End Tim: 3 c 4 /,&97 gth: lam_3pn_ Average: Cable Length: 10m -30m_ Average: im: SGT Mw� FFDe�lptim: True Xprtiaal: N� In -rrzANa True Yxticah '_Let "f.aP r-1_ r L T {s .gL2 2C4s F rNTYf nl 1-� Fn2 X414 06_T y QU 2 �1 ./ew, Cur44N RLdD �yilbt. Y` Slant Height MeasurenM Slant Height Meaeurenent Session No: FeetWier Session Na: Feet Neter 8 Char. 10: 8 Gar. 10: Start Tial Start Tim: EM Tim: End Tim: Cable Length: Ian -30m_ Averoge: Cable Length: Ian_IDm_ Average: True Yertical: True Vert iw l: Description;— Description:_ _ IT - Slant Height Mep9Temn1 Slant Height Webarment Session No: Fee Meter session NO: Feet Meter - 8 Char. ID: 8 Chat. ID: Start Tin: Start Timl End tion: End Tion _ CM18 Length: IOm_31iVL Average: cable lsry'ih: tam_30m_ Average: True Vertical: True Vertical: Description: Description: Slant Height Measrnall Slant Height Meopuremnt Session Had Feet Neter Session Ng: Feet. Meier 8 Gar. 10: 8 Char. 10: Start Tim: Start Tire: EM Tim: End lies: Cable Length: IOm_30m_ Average: Cable Length: I0m_30m_ Average: True Vertical: True Yertiwl: Deeeription: Description: ir•'.- i.l y ..-1:1 -nd6 my 4 lb 8 Char. 10: Session No: Cements: Ston Tine: End Titre: 8 Char. I0: Session No: Comoents: Start Tim:' _ End Titre: 8 Char. 10: Session No: Com ants: Starr Time: End Tine: 8 Char. 10: Session No: Comenis: Start rare: End Tice: 8 Char. 10: Son ion No: foments: Start Time: End Tins: 8 Char. 10: Session No: Convents: Start Tim: End Tim: 8 Char. 10: Session No: Coments: Sint Titre: End Ting: 0 Char. 10: Session No: Laments: Start Titre: End Time: RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION _ GPS Station Observation Log Sheet Project ppx�a::me,m�,.���rur:t��tuPgRO.�G/RLADE21RT1'W1J dul ion Day:._ survavy nate: 9-20-71710 wo No: 67-0795. FR:Z�survey No: 4'541 TV: 49 go: <el sd Sec:'�ISxno: Survey Party: )lAuEAs Receiver Serial No:-515R+(3Yd16 Survey Unit No: 2"/Z. Receiver Model No: Antenna Serial Na: 4976 ,/C249s 3im?FaTgnt MeasuEertenIt' ,/ —. —SfanFren ileight Measurels Session No: �'3 Feet Me}tt Session No:Metgq� a Char. 10: NVP7 F.�A/ �%% /f B char. 10: NJPCe /,']!/ Start Tine: ('J/ Start Tine: End Tim: T End Tine: Cable Length: 1om_30m_ ,Average: Z. 771 Edible Length: 10m _30m_ Average: TIUB Vertical: T U YBrfiC01: .67;og�/ Description:: fAAA e�slt.Description: Fin Id IPW T' ISBII .P IM W ld &i3Y E• y uL A RF.gce..� 15L�IJD :u >"¢ .Ir nG 9'Xa L ' 1c✓oG Grc.V 6gdD Car— SI art gG Slmd Heigh Measurement Session No: Feet Meter 8 Char. 10: Start Titre: End Tim: table Length: lam —30m_ Average: True vertical: Slant Height Mewasmanmt Session Na: Fset Mater 8 Chat. lo: Start Time: End Tire: Cable Length: IOM—30p— Average: True vertical: Son ion No: 8 Char. ID: Start Tim: End Tim: Toggle Length: ICM Description: Slant Height Newwagna It Feet Neter -30m_ Average: True Vertocl: Session No: 8 Char. ID: Start Tim: End Tiae: Cable Length: 10m_30m_ Descriptio: Slant Height Yeovverent Feet Meter e"C7 Average: True vertical: Session No: 8 Czar. to: Start Tim: End Tim: Cable Length: IRe_30m_ Description: Slant Height masufemlil Feet Meter Average: True Vertical: Session Ib: 8 Char. m: Start Tim: - End Tim: Cable Lewin: 10m_30m_ Description: Slant Height Measurement Feet Meter Average: True vertiml: Slant Height Mewasmanmt Session Na: Fset Mater 8 Chat. lo: Start Time: End Tire: Cable Length: IOM—30p— Average: True vertical: Son ion No: 8 Char. ID: Start Tim: End Tim: Toggle Length: ICM Description: Slant Height Newwagna It Feet Neter -30m_ Average: True Vertocl: Session No: 8 Czar. to: Start Tim: End Tim: Cable Length: IRe_30m_ Description: Slant Height masufemlil Feet Meter Average: True Vertical: -Z499, 44 zn I Char. I0: Session No: [cements: start Titre: EM Tine: 8 Char. I0: Session No: Cements: start Titre: End Tiro: 8 Mr. 10: Session No: Cements: Stont Tiro: End Tiro: 8 Mr. 10: Semi on Na: [amends: Start Tim: End Tiro: 8 Char. I0: Session No: Cements: Start Time: EM Tine: 8 Char. I0: Session No: Cements: Start Tire: End Time: 8 Char. 10: Session No: Cements: Start Time: End Time: 8 Char. 10: Session No: Consents: Start Tim: EM Tiro: 0 sv6elr tl. 22. RIVERSME COUNTY SURVEYOR MONUMENT DESCRIPTION o F $ < % P, = RM >I "g ❑ - a!o a! wmEe L. 23'xNW' aWrwr,5 ST. L"I e, 20'5' oFF4�22b2459E I1MGWLYZM4r54I9%oL&fRO, -1 7z 1 7;tNWP#2.%TMPAMLDAW. Ca,T¢An5°33 'SE' of yl 4 wrPE ww For 5151 sD $D. a ? 3 � P 3 21 9! a 9! a' i i dE2 FL, oNTIVE N4 sDEdFTNESiY Nuc Acct=Rro�" :1NY--. •_ HW" Fo, SFrEW 9WRSNE2 H. PZ I TTEDLEY-.RO. �FaWC T, %M 79 _ vP SETH .NL.@"Rq.4 Tw E." F ; E � ,� <F � 8 m > ❑ $ T. WT it i vI p i G ST. GLE IST'• 'T ' - f S'L 'FGAtENASrf 6 NYP#G FN I"19W/NIT11" Pe EA YA tre GA%! T IIVP SET Mq TML. "RN.Co.TaAYL.' WASHEQ FL, W r L Nz a f .a a a - ` 2 m C $ m >I - RIx E IN FenNT eF $ Fu=NASr xANR.SEIF P y °p i i I I ro rE" 25'w'l of E'L.EiaOOFIStANO e ' � 'NVPA 'Sara"EBN M P°RN. ^ EN HVPNY FO. ?''NW uL lmq 1 FAD" s s N g E9 N. �s' CCE rt iuT 6ACN 6T /0 RVv° MAGI"RI Co. 0.5NG¢ FL. Y YS'C ¢Inn, AIftdC95TCE 3• R F4b51 ME M- TLE S .rNOGXW 24 RIVERSIDE COUNTY SURVEYOR MDNUMENT DESCRIPTION a a9 i R m P°R `R "4 a x k P ?; #� >1 m g NYPRI EE.T�" 3nCCRP I �p yl Co �I Fl Am CERTUE ZTe€ S�FAV� — Pch S SL P IN 'E'L oFTNE o N N 51W oFzPor 'SFE. 'RVP�12 L� N•Co.Tenu" ❑ ASIEe FL. t Ni 51 gvSr. tDcw A >I"Q m w N6fkFemroF.' 1 1 4IZ I�sr. P i 150w� - ': �l O m ❑ -' YP� SET RNi Tl P 1 ,IRAN L �15'L AWW7 ^ 6 F a e�sF g 9 : 6 >I i m pN L.IDA GFTE 0i.1 t' 'LY � I e I o 'iSW'D F GG1TE 5' N'L t� OF I I BR :2rTAll @- NX -RX SET3'REW9 / /i5\[WFa6 AsTLCAP ❑ N4vnPA RD. E'lY 6tF CNn o. n'.. x >14 P CA HARE FENft 33°'YI'LY CNAAN U4IL = ,� 4416 s6Ta " W i CAP e D EL Z5titn 4 CAn € ❑ `' %rEY NN C zT g R EA �R w � >1 _ o a N 3 l i 9 9 $ my fa e T ❑ INDEX # 25 1,2306069.294,6190180A27,717.340,PK,PKNL HVP-1 2,2307686.920,6190204A23,723.270,PK,PKNL HVP-2 3$309478.796,6190240.003,736.850,NTAG,NTAG HVP-3 11339.03796190260.022,747.960,SPIKE,SPIKE HW -4 ,__ 11324.525,6188322.565,736.640,PK,PKNL HVP-5 6,2311382.522,618606IA05,733.740,IP,B' HVP-6 7,2311405.451,6184157.222,737.920,PK,PKNL HVP-7 8,2309674.266,6186068.986,727.110,REBAR,REBAR HVP-8 9,2306098.454,6184300340,717.560,IP,IP HVP-9 10,2309692.046,6184050.724,728.350,PK,PKNL HVP-10 11,2307702.783,6183933.406,757.490,REBAR,REBAR HVP-11 12,2307863.630,6186208.472,735.030,PK,PKNL HVP-12 13,2306078.780,6186235.132,803.390,MHS HVP-13 14$306062.442,6188309.655,705.320,REBA$REBAR HVP-14 15,2307876.030,6188208.180,712.450,REBA$REBAR HVP-15 16,2309626.776,6188258.639,722.670,REBAR,REBAR HVP-16 21,2279468.000,6237668.236,1662.952,CORS SITB MLFP 22,2258381.772,6149I11.150,1097.614,CORS SITE CNPP 23,2347786.590,6175507.402,1194.486,CORS SUE EWPP INDEX # 26 THIS PAGE INTENTIONALLY LEFT BLANK _#1 RIVERSIDE COUNTY SURVEYOR MONLINIENT DESCRIPTION > ;! m `- - ( } - 7!|°}\ ® �i Ll ax m ,!) °°§ e%!|•...J ® !, .;,,..;;�.�..�. | � q9!|! : m , | ! INDEX R 29 100,2308858.606,6188192.360,717.510,REBAR,TRAV 100 101,2309733.770,6186191.861,726.550,REBAR,TRAV PT 101 102,2308696.073,6187258.799,725.010,NTAG,TRAV PT 102 ' 1308449.932,6186558.093,723.860,REBAR,TRAV PT 103 ?308287.205,6185994.017,724.330REBAR,TRAV PT 104 105,2309166381,6188923.I79,723.160,REBAR,TRAV PT 105 106,2309315.515,6189640.048,728.350,REBAR,TRAV PT 106 107$309116.383,6187627.664,723.530,NTAG,TRAV PT 107 108,2309381.328,6186493.389,726.230,REBAR,TRAV PT 108 109,2309064.843,6186874.394,724.900RFBAR,TRAV PT 109 110,2308103.555,6187713.469,718.430,REBAR,TRAV PT 110 111,2307684.023,6187993.324,716.880,RFBAR,TRAV PT 111 INDEX # 30 THIS PAGE INTENTIONALLY LEFT BLANK RIVERSIDE COUNTY SURVEYOR MONUMENT DESCRIPTION A' 9" m'q€`p T %I: is 9Aj�aj�8 € 4 m :x ea x 7' o6 m `k AA e F { 2 RF a = >1 - i ^.R €R a 4 m Q 9i as< c s 6 A P ax X g4 g ❑ a` b P i i JI¢ P i i f .T 3 ❑ 3 9 0 0 m 0 5'�_--34 RIVERSIDE COUNTY __. MONUMENT __. >1\ Em ! m � \ x . |;mm : i Li, •m f >1I / . >1 I x 0:!§ M , ); � ([e � � � 36 RWERSIDE COUNTY SURVEYOR __DESC _. 9)}/|\, w® ,;{ -1 `• )] , & 2 R9|;•. x [ !` & >1 ! „ ;! m xm | ;� ] . \ qx ! . i | u )`/ .' � � q Y� RIVERSIDE COUNTY SURVEYOR PROTECT up, PA' SRI yN_11--Gee11 CLEVEL-$1 if FB Z PG'..1oc `} I W.O.No-R2-O79S SURVEYNo.J�.J---�TWPZS RD 61 SEC f4al RHO papTv SIMIiU . OMIMAIJ N WEATHER C n FAR N DATE 6I-1PICI Q rye 7■M■EMMEM■mmmim"■-Im 'O SI_■" ME IMEMEM MEE ME ME MEEM ■■m MEMMEM■■ MM®■i NMi MMMM ME®MIN ■■ ME MEE ■■EM ME! C�[iLi■FZ i17rEo Zmam 3m mm m ■■ ME MVJ df ME I ■•�■■e00■ MEE ®■MON-mm K Wm ■�■EIKE ■■ MIMES! ■EPffi l d"E"m MEME�■•�®� MME ®�■■ ME ME ME ■E ®ME ME ME ME ME MISME ME ■�Fi�rL■E rME. MIE■■ME ME ®®■■ o ME■■MMEM ME �■ ME 16 m Ewr SEEM MEME "m wmf ®®■■MMS■■MMM■rmmTj ME ME ®�s■MEMIM S•■■M ®®� �E�■■�Eg■Em MEE ■•ME ■•_■■ ISM ME ii■•MIM i ■E6?�[MENI T■•O■•M ®®i _■ME MME■ME MMMM ■•■• ®■s■i mEwAmm■•■ilMEMIM YiT�E''C■i73�Ciff-a >MMMMMM ®® MMMMEI ■■AMM■■®fie®■�■• cm i7mmii]mma7mmm Im ®MIM■■EMAIM■■ MMEN IM(I ®0•■■®i■■��■TlRM D9EE7mm ME ■[ice■ Mmmdmm IM®■S12m. ME mom MEMEME Elm WA ME "ME EMISSION "ME MEMIMME ■ OR 1■i7 [5L■■ ■■N ■•MIMM� ■• ■'■•M MIMMEME mm ■m■ri■���7TdeE�illlS��■3!L' SME EME■ fiMIMMIM 11QL■Aifi�i 4^■■?l�'Ii17PMORE AMIM ME■��■N�J� �E1■!!■lll� �M■ ■■ ■ffli , ommmmmim® tMIM SO 19}001 IRMSED 2/941 COUNTY ADMINISTRATIVE [ExiER.'. <OSO LEMON STr � RIVERSIDE COUNTY SURVEYOR MONUMENT DESCRIPTION $ E BH ° i R Ell zR 0 C : >1 .b g 0 >1 :4 0 E>1 m- _€ I PI a ple a• P i 4 cl %1 € E i :8 Q €' b 5 9 9 E RF �C JI :' AI me R R :S 4 0 RIVERSIDE COUNTY SURVEYOR DESCRIPTION MOMENT :R €R .Y F es` A m al a 91 e F I I 8p I I �z io 0 ni __. mm__. 1 3± !, .`m \ . § m. .. ff ;9 ® !! m x EA t \I ), • ® ` ,;) J•R 99!!l:,:4>1 . j \] {\\ax 17 | ; � ®x A RIVERSIDE COUNTY m_. DESCRIPTtON;!E G - 1. MONUMENT . >1 \} MA Xg -®' . E ,!B ,.g R),r�,.,) ® ;! 7D \@m`°I I k$ - 19 2 I § ! !8 : _, e ^ ;! ; (�} \ . m =!; ); E[ : 0 q RIVERSIDE COUNTY SURVEYOR MONUMENT DESCRIPTION 6"g : >I $ o ^� LR .s y OF. F 25 8 m it = E' a �1 4 i F oa j 3 L g g �i i 8 Iy I q m ❑ 5 a 0 ` >1 m i i MT g 5 9 O A IY� 1L __.mm SURVEYOR MONURENT DESCRIPTION . \ ( -4 MP1 1:..J x „ MA xg : r R)!lba:) ®;; [ ;8 MR ,i , >1 q] , ! § ; F !! OR , 77 \ , | { . , , RIVERSIDE COUNTY a_. MONUMENT DESCRIPTION,!g §R ill lw,.>1- . \ / ,.Q\} ® \ >1 m - ! ; = J i 9 �• gmg !! \ \.,, | ; . . _ . __ __ \|) RIVERSIDE mm SURVEYOR __ __ \|) x 3 ' �� | ) [ |� 99,!|,,.a ® „ mx \ } o , : m , [ {` MX m\ RIVERSIDE COUNTY SURVEYOR MONIRkNT DESCRIPTION 99 p 6 ���' m>1 q p y 1FQ PK E § S LUPM TB &2/1O AG EpTev `l. Tae EGxle..l y doRksoN Ro O An10 G P A s 3 4 as IsAs ` 2OT F 1° 1 W �TUEa plE 8 � �� �° PLAST�a pw6'FLUSN o REF FOR tp ACCEPTED m rt❑ aatERs-c<Te°1 uwNPA ReP.o ..ro € Q 5F'F >19 - 9 ° 25 9 P i i II Y Rao FO CUTX° N H Hull' RIN6 -LOSU PER HQ 1 -3 :yrs E4 GLG TL• WeGS5 E o D anOSl-oti c laTEo $IN6 RgGa a A'w16" PCRtzfkn " a s - - : £ >IY z Poso4E 4` ' ,- O � 2�s FOuw10 (Z{J•Gow I tAPP¢� Ec Flo e E F(dL�I �cbP fRWCt.O EPC oielSfittA :PvAa E" 213' PIL-WL aa a >Y -eVNn W IV ` SR.F.F ° n Go TCAaJ NEZ lU a! j j a ❑ N C K c L ND cFEZE.UCE oRr/E' d� r<.E - Eo As PROPPATY ..I tale PeixYfCL P IooSERA • 9 -LACE PER MG lea - . z 7°T 1t4 FOUND tv Go 7RA0.5 ESO fTl USii o Er RENG6 S C PoiW5errA FupDexz PG2 a ' 8 a " R mR ^R "' m >I = f E pp al 1 I . a a lip z- z _ R ❑ s�ye 'y � P'Y+ITIeN GALGa1LNTE USiNb Ec 90 ANGLE 4 Pi3T PAM 0 v RIVERSIDE COUNTY SURVEYOR MONUMENT DESCRIPTION'e o A Ai Aa >1 p y g i i t Ftst3ut� pc'ER-wEfA:" rv. ' S Wgu 3i' No �'CE TED NT, . u2u A ".S" CE 29NLEBI TIM !d 6 I 2 A S - >g F b �„ R ^.R:R x �" A I I 1 yl o I _ 21..rOum D " Ip W/ NO TA FLVZH r0m SL G G- A 5-TR.PET PE2 M tote Iz^13 ❑ mr FOVNO 3/a I P U No T^O Fw&a _ cE 1=R M6 loG/ v -t e E : F :g ^F >1 ®FOJND NL NA\� Oe1 .u. . Ae dFTED AS �L INTR GEDh RKT m^'`�1 GAtJTE2 Ge.a T PE M O 0 FaJNO LONG "N%� ATW FWSN t 1J J OF It t' ip- F' I DE PcR MB Io4 GR €C -F OVER i a zo 737^38 Al O FO. falp W1"RrfCoSuPgEV6ehAS, JON FcR ?Z°l Paz F62618 UG -14 I a P4.1&mt4 ❑ d v 0 m n ti :ti Ilo :,sbovp' 50 RIVERSIDE COUNTY SURVEYOR MONUMENT DESCRIPTION > g - 2I6 Fo, 3/h°IP 5/2"Sr, PE2 pm 104/37r39 R' :=1. 0 FD. I" I P W/TAC ': eeG Z37/34 Z -J• - OS rk lur. d62=°3r. LSPA4 _ fs ` m gaR�R S P A� i m i m>1"g m ®ESY SuS"D IbsmoN Sa nrJG T 7/3 8//Sff 8//Accu s I aPf.t Fern &,'. ,N Se -r .R € � ®F4 ICON h W ILY SIE11 .R R s IUT• LL a ;§ p ' P P i i °Rry CO TRP. ° FL. IN US"OF 1'1PN '(q n 153259 AccER A5 i rM 51 N ST. PER 7 11/ :R .R 9 _ � m o `g ®ESTAfjL15HE01:SmON N/SEgzNG- (.Y( NINT. Fun F, 21[° tp5{, Z2q Rm rz 'a >1 ^g le R P i i P i i a a o �` a�ee Go RIVERSIDE COUNTY SURVEYOR MONUMENT DESCRIPTION' e F '+ R "'�R �R r m it q yl e R S ON -A , [csmv: - ❑ T N 21 F Ocp op n M o O! ESCM P ICCa J• 1 mmI .6` ❑ oux>D 2. Y.�1P sT s6 ag Phe &M 07—'0&: &P >1' �m _fig s 3 P i i FdUND NGH M IL eN - tJ 510d MN . a2. R Em I I ML 04 RS £ d DIY - P 9i a y v �'fe s n : So 201 ESTiiBu3NE' Po nolo 13 5fJ6LE ROWXTio;j LeNfo 2uA Ito -2 MD IS 33 F in aMM 6C P i i pp €5 b 4 .€ -fWffvd 62 RIVERSIDE COUNTY SURVEYOR - MONUMENT DESCH"ON _gg'_ f £ ^ `� E n m >I "q VP$ WI"RM irs GOD NI. co, .,". P ns F�. On7liffi'!J!L SIOE�OF 62 TnC:S' CXtSSFM•-Ae' i r wt r'>n- l PA P6P MBl -9 4 98^� s 88 q FJ �4 2tld F,p, TA6 STA "Rry Cp, @i q3 5rf+cEriGn s-�: - F C 3 _ `P_p _ S T > m n I Fa E' P EPSP ST GN FE � a UILUE35/Id11 o a° O Kb, I"IP WIRE CFDu .YPwr 4 x �' Er E 1p EA ®Fo. I'h:IP NoTnCTi iucnW CEnE�r,' 17N.0=' HENT N4 TOIA1� t Zw W oPapTecmcN S FE P S— PE2 44-oF. F C ..e. EF C E>1 3o i i 11 � P i S � EP ❑ §° Y 4 0 ®` &4 RIVERSIDE COUNTY mom. MOMENT DESCRIPTION .6 '� b e)! Q ® !!7 .,.4 z z .!) �%9 » ® e! ^m \ Q•® . ,v . �.; ,\ . - ( ;� �22 � ■ � � § 0. MN!99!|\\,2® ; \ q , ! ; )§: RIVERSIDE COUNTY SURVEYOR DESCRIPTION >I MONUMENT £` w TR q m p :I e a? b s po SOL oOND NAIL $ Rry Ln RAN TAG o OG LONC 1.A mu�K WALL IpER 105 tel MA aF £ ❑ €� 0W 1001 eALLJLA O r B 1 N R t5 O 2 N6 p g e - rl e e Y $ i zos FWND DK -N RI TKMJ W A r JSN oR T SOJT1' o L^AIE1 PN J -N `i T 10 - 1 ER MM IDS110M ❑ 10 OUND PK t46,k"'$ LU SN p Pe S 'bq 7' C X 'v m L D 3 i Fa tool G 41L €a q:a € ❑ Fff Zoo �"oJNv t%c"A956 vt STArwPED" 5JRv6Y 265+33.3 POT' W D3 - oW S "bR DOUN V N u Eo Sc -RU77LE SfR6 a "t. 5 < ll s A € C it g ,PEm P RS 47-48 7 P S ❑ d� 6€ K 65 A€ A n �I _ 2 a d' ❑ 5 RIVERSIDE COUNTY SURVEYOR MONUMENT DESCRIPTION o 8 = 'R �A f €R a ,'- m >1 "p '•5 _ r'e :'s iA Acc- 41N [JL5 e � � m7 €� " P ST 4 .1 A Pm 49 9B SS/44-4T L R ❑ �g T$2 F01�Ip W PC-rv1 OF PLAST1 PWG N 04kaOAG4- L -sr 'Ru - RD 5 LAN AL n P A E r �i R RR `R F >1 g PERM _ P I I I I 2S3 F91% nM TAG DN O6• DE 6Ex 15 rs €s E z 5 - P 2957)•f ♦lN� T a RSF ° F > >1 R m xf FWSx ER z la 'I v A lai .=PA 2 if d 9 M8 15 93 I S t ^.N C8 4p F ❑e FD W /1LLE �AST1a O m 33 or Rq 7542T M s A k i kA ZIS FAN LO.?RAefS �LnP _ ELD. 'Id SLA LTJ OF M61 i-.6211 T- W(WPAY e O €F _ i p AI e g os^ [ ,1'i ^ E P I Frog CL Ec at uR M L- ,r 9 ❑ 8 .p (OO J IkAIL O !PA Atly c re P 1 S+GS3 PAGC 3 fi61e D101'IONS CONT; er PAGE i �2Al __E mm __R MONUMENTDESCRIPTION/ `! R)}§| ® }}\ / gly do ( )` _ •!4\) >, . / ^ \ ME )A 99 \ : , >1 * zm [ gn !, ^ !>, A \\ � ! � 76 INDEX #71 202,2307919.154,6I86409.115,734.557,PK,PKNL PK WASHER 203,2304757.389,6I88898.783,710.601,PK,PKNL PK\WASHER 204,2311134.142,6183501.546,742.291,BRASSD, BRASS DISK --?306265.029,6I88492.247,704.04I,PK,PKNL PK\WASHER L307861.369,6184320.092,731.950,PK,PKNL PK\WASHER 207,2308086.804,6185147.921,725.140,8',1"Il'OPEN 208,2311366393,6167619.736,733299,NTAG,RIV CO TRANS 209,2308752.470,6187591.610,719.860,8',2"8' 210,2308473327,6184967.748,722.39I,XMARKyUNCH MARK IN MH 212,2308702.164,6184865.005,722.668,COPWLD, RIV CO TRANS 213,2308904.257,6184866.888,724.114,NTAG, RIV CO TRANS 214,2308964.824,6184867.452,724.768,COPWLD, RIV CO TRANS 215,2308312.490,6185975.953,725A90,COPWLD, RIV CO TRANS 216,2307799.674,6185970.101,735.529XY,PKNL PK NAIL 217,2308418.006,6I85947.167,724.917,IP,1"8' OPEN 21822308499.986,6185936.650,725.223,IP,1"IP OPEN 219,2308934.867,6I85941.270,725.867,TIN,NTIN NAIL 220,2309174.570,6185943.772,726.234,TIN,NTIN NAIL & TIN 221,2307075223,6157572.956,746.787,8',1"IP 223,2308077.857,6I86992.278,729.843,XMARKXUNCH MARK ON MH 400,2309815.802,6186021.8492728.039,IP,3W" IP OPEN 401,2309652.288,6186282.160,727.197,IP$W" IP LS 3712 402,2310049.60136I85626.660,728.088,IP,1" 8' LS 3712 40392309651.494,6186282.171,727.004,IP,3W" IP ILL 404,2308875.419,6187218.145,723.260,8',1" IP OPEN 405,2309217.610,6186854.558,724.8008',1" IP OPEN L309618.351,6185913.631,727.715,NTAG,NAIL & TAG _., ,2309657.915,6185853.947,726.469,NTAG,NAIL & TAG INDEX # 72 THIS PAGE INTENTIONALLY LEFT BLANK 73 RIVERSIDE COUNTY SURVEYOR CALCNOTESFOR: SECTIONALBREAKDDWN SECTION 14 PROJECT: JURUPAGRAOESEPARATION SURVEY M: 2234 FBM: 6454 PG: 1 of WOM: 080060 TWP: 2 S RNG: 6 W SEC: 14815 RHO: RANCJIOJURUPA(STI FROM LEAD: COMBO FACTOR: 1.00000781 DATE NW -18 SAN BERNARDINO MAP MB 9/26 RS 192/86 MB V �m 301 2 SECT ONQ L ! 3 22 29 Q x8902 3439"" 1320.49' MB 6/2 IN89 54 09 E 1319.86' R10) IN89°51 '21"E R9) Q NaD025'08"W 1319.94' (N89052'51"E 1319.95' R9) © N0037'00"E 1860.35' (NO°05'00"E 1860.55' RIO) Q NO°36'59"E 2614.07' (NO006'250'E 2613.95' R12) 05 N89025'01"W 238.71' (N89051'35"E 238.69' R11) SURVEY NOTES SURVEY POINTS COLLECTED USING TOPCON GR -5 POINTS WERE COLLECTED RTK AT 180 EPOCHS. NOTHING SET AT CALC POSITIONS. © N890�4'16"W 1319.70' (N89 52'20"E 1319.71' R12) N0036'56"E 3415.88' (NO036'53"E 3415.91' 18) Q N89°26'43"W 2641.44' (N89025'47"E 2641.33'R8) 0 N 69°23'21" W 1317.12' IN 89058'30" E 1317.24' 16) ® NO°35'56"E 5277.68' (140001'l 3"W 5277.83'R4) © SOO (NO°00�29 00 E 266398' R6) NVERSIUECWNNTRANSPORTANONOEPARTMENT 98OLEMONST POSTOFPCEBO IMORIVERSIDECA.92502 WW: WI613 Ot OGNNAME: CS-0060JURUPAGS ALGI FWD NAME:CS4960GEOM/C8406GFB yI�51I 1` 5 0 11 6 6 HELD O 316 0 HELD u 3,1`7( 300 t4 208 SECTION LINE 4 16 LIIIVII,I rn, ✓IV N.T.S. PM 154/]1-]4 NB 79/99-96 © z Y H S 4 e m h T. E 9., R. 8 W. D.B.M. I6 SECTION 14 3 HELD a 14 SAN BERNARDINO MAP MB 9/26 RS 192/86 MB V �m 301 2 SECT ONQ L ! 3 22 29 Q x8902 3439"" 1320.49' MB 6/2 IN89 54 09 E 1319.86' R10) IN89°51 '21"E R9) Q NaD025'08"W 1319.94' (N89052'51"E 1319.95' R9) © N0037'00"E 1860.35' (NO°05'00"E 1860.55' RIO) Q NO°36'59"E 2614.07' (NO006'250'E 2613.95' R12) 05 N89025'01"W 238.71' (N89051'35"E 238.69' R11) SURVEY NOTES SURVEY POINTS COLLECTED USING TOPCON GR -5 POINTS WERE COLLECTED RTK AT 180 EPOCHS. NOTHING SET AT CALC POSITIONS. © N890�4'16"W 1319.70' (N89 52'20"E 1319.71' R12) N0036'56"E 3415.88' (NO036'53"E 3415.91' 18) Q N89°26'43"W 2641.44' (N89025'47"E 2641.33'R8) 0 N 69°23'21" W 1317.12' IN 89058'30" E 1317.24' 16) ® NO°35'56"E 5277.68' (140001'l 3"W 5277.83'R4) © SOO (NO°00�29 00 E 266398' R6) NVERSIUECWNNTRANSPORTANONOEPARTMENT 98OLEMONST POSTOFPCEBO IMORIVERSIDECA.92502 WW: WI613 Ot RIVERSIDE COUNTY SURVEYOR 7roeO7 7g 3 FD. 60 OWL WAVASHER"RNCOMARV,FLUSH,AS SHOWN INFIELD BOOK 2209, SURVEY6285, PAGE I, LOCATED ON THE NORTHERLY SIDE OF THE SOUTHERLY CROSSWALK, ACCEPTED AS INTERSECTION OF THE CENTERLINE OF JURUPA ROAD & PEOLEY ROAD. 4 M. SPINE WIBRASSWMHER"ILLEGIBLE',FLUSH, AS SHOWN INFIELD BOOK 2232, SURVEY 601, PAGE 29, ACCEPTED AS INTERSECTION OF THE CENTERLINE OF GALENA STREET & PEDLEY ROAD. 6 FD.1"IP WRAG "LS371T, FLUSH„ AS SHOWN ON PM 220NA51, ACCEPTEDAS INTERSECTION OF CENTERLINE OF GALENA STREET 8 TROY COURT. 209 FC. NAIL & TAG IN CULVERT DECK-RIVCOTRANS', DR. IX, AS SHOWN ON PM 154171-74, ACCEPTEDAS INTERSECTION OFTHECE4TERLINE OF FELSPARBTREET & GALENA STREET. 209 M.2"IP OPEN TOP, ON. IN, AS SHOWN ON PM 414848, ACCEPTED AS THE INTERSECTION OF THE CENTERLINE OF JURUPA ROAD & FELSPAR STREET. 231 FD. VIP WRAG "RCE 23713", DR. OS, AS SHOWN ON PM 79160, ACCEPTED AS THE INTERSECTION OF THE GENTERUNE OF FELSPARSTREET& 52ND STREET. 300 HELD POSITION FOR MONUMENTS 209 TO 208 TURNED RECORD ANGLE (B9"58'45")& DISTANCE (1319.71) FROM FELSPAR STREET AND GALENA STREET & CALCULATED THE NE CORNER OF SECTION 15, PER PM 16417144. 301 HEIR MONUMENTS 209 TO 221, CENTERLINE OF FELSPAR STREET, HELD RECORD DISTANCE FROM MONUMENT 209 (2663.98), ACCEPTED AS THE INTERSECTION OF THE CENTERLINE OF FELSPAR STREET &THE SOUTH LINE OF SECTION 14, PER MB 103. 307 ESTABLISHED BY PROPORTIONED DISTANCE BETWEEN 310&MINT 301, PER MB 15133, ACCEPTED AS THE SOUTHEAST CORNER OF SECTION 15. 316 ESTABLISHED POSITION BY HOLDING RECORD ANGLE (180A01-30")&DISTANCE (1319.95) BETWEEN MONUMENTS 20884, AS SHOWN ON MB 11251402 347 SET ON LINE BETWEEN POINTS 300 & 311 PERPENDICULAR TO FOUND MONUMENT 61 AS SHOWN DN PM 22014-51. 420 HELD MONUMENTS 3 TO 209 CENTERLINE OF JURUPA ROAD, TURNED RECORD ANGLE (74AOZ53")&DISTANCE (3415.81'), AS SHOWN ON RS 132106, TO ESTABUM THE INTERSECTION OF CENTERLINE OF PEDLEY ROAD & 54TH STREET, CENTERLINE OF 54TH STREET ALSO BEING THE SOUTH LINE OF SECTION 14 (SEE MB 612). 7RANSPORTARONDEPAMUENT 4050LEMONST PMT OFACE&OX 1090 R6ERSIDE M 92502 aewwU =p 12.02 RIVERSIDE COUNTY SURVEYOR CALC NOTES FOR: SECTIONAL BREAK DOWN SECTION 1'. PROJECT: JURUPAGRADESEPARATION SURVEYA- 2334 n WOA C11-0OBO TWP: 2 S RNG: S W SEC: 14615 PROJ LEAD: COMBO FACTOR: 1.0000OT9 I 05 DATE: Nov -18 10 A IL 128/47-48 15 14 PN 220/49-51 n aN B� F h �87� y0 L SAN BERNARDINO MAP MB 9/26 T.2 S.. R. S W. S.H.M. SECTION 15 206 MB:15133 6 14 310 25' SECTIM LINE 307 9 PM 36/83-89 22 23 RIVERSIDE BOUNTY TRANSPORTATION DEPARTMENT 40SOLEMONST POSTOPMEBOXION)RD0ERSIDEGA92502 R¢vim: 201612411 SURVEYOR'S NOTES N89025'01 'W 238.71' LDV4)-4& (NB9051'35"E 238.69' R11) 6-2 ® N0035'56"E 5277.66' INDICATES RECORD DATA, PER TRACT MAP NQ 8781-L Me (NO0011131-W 5277'83' R4) 11 N 09023'21" W 1944.43' "! u IN 89058'30" E 1944.60' R6) 'SPAMIANO UNIT NQ 4, MB 15/33. ® NO038'31"E 1763.03' III 204 HIMCATES RECORD DATA PER RECORD OF SURVEY, RS BB (NO000'00"E 1763.28' R6 & 8131 '1 WDICATES RECORD DATA PER TRACT MAP Na 10369, W 1® N59023'22"W 2807.13' INDICATES RECORD DATA PER TRACT MAPNQ 5GE4. MB 79/ R10 IN60023'00"W 2805.84 R2) LVIII WDICATES RECORD DATA PER PARCEL MAP NO, 31081, PM Hu N30036'08"E 316.96' x (N29053'40"E 318.11' R1) WOIC0kM RECORD DATA PER TRACT MAP MUD ® N89025'OIj%W 2398.63' m (N89051'35"W 2398.45' R111 N.T.S. FARMS. MB 6/2 I a DATE: Nov -18 10 A IL 128/47-48 15 14 PN 220/49-51 n aN B� F h �87� y0 L SAN BERNARDINO MAP MB 9/26 T.2 S.. R. S W. S.H.M. SECTION 15 206 MB:15133 6 14 310 25' SECTIM LINE 307 9 PM 36/83-89 22 23 RIVERSIDE BOUNTY TRANSPORTATION DEPARTMENT 40SOLEMONST POSTOPMEBOXION)RD0ERSIDEGA92502 R¢vim: 201612411 SURVEYOR'S NOTES _ INDICATES RECORD DATA, PER PARCEL MAP NQ 18840-L PM LDV4)-4& INDICATES RECORD DATA, PER RWERMDE COUNTY RIGHT OF 6-2 WAY MAP, PIANS US H. SUBDMSION'. MB 2WE?6-911 INDICATES RECORD DATA, PER TRACT MAP NQ 8781-L Me R4 106712-13. INDICATES RECORD DATA PER TRACT MAP NO. WYBL MB 106/3S-3& WDICATES RECORD DATA PER TRACT MAPTRLED Pe 'SPAMIANO UNIT NQ 4, MB 15/33. & WDICATES RECORD DATA PER RECORD OF SURVEY. R525/95. _ HIMCATES RECORD DATA PER RECORD OF SURVEY, RS BB 132/86 WDICATES RECORD DATA PER TRACT MAP Na 10369, W R9. Sll/O1-02 INDICATES RECORD DATA PER TRACT MAPNQ 5GE4. MB 79/ R10 93-96 WDICATES RECORD DATA PER PARCEL MAP NO, 31081, PM Hu 224/49-51. INDICATES RECORD DATA PER PARCEL MAP NO.33129, PM 154(71-74. WOIC0kM RECORD DATA PER TRACT MAP MUD N13 -SPARRIAND UNG NQ 4IRS), M815/33 &FM 36/98-99. INDICATES RECORD DATA PER MAP MTUD'FAIRHAVEN EL FARMS. MB 6/2 DATE: Nov -18 10 A IL 128/47-48 15 14 PN 220/49-51 n aN B� F h �87� y0 L SAN BERNARDINO MAP MB 9/26 T.2 S.. R. S W. S.H.M. SECTION 15 206 MB:15133 6 14 310 25' SECTIM LINE 307 9 PM 36/83-89 22 23 RIVERSIDE BOUNTY TRANSPORTATION DEPARTMENT 40SOLEMONST POSTOPMEBOXION)RD0ERSIDEGA92502 R¢vim: 201612411 ze RIVERSIDE COUNTY SURVEYOR 6 SEE PAGE 2 FOR DESCRIPTIDN. 9 M. TV IF WTAG "RCE 19640",ON. 0.2', AS SHOWN ON PM 49122, ACCEPTED AS THE INTERSECTION OF THE CEMERLINE OF BEACH STREET &54TH STREET. 204 FD. COPPERWELD"CIL SURVEY 265+33.33 POT, ONO.T, AS SHOWN ON PM 128141448& FIELD BOOK 1005, SURVEY 4119, PAGE 398 RWERSIDE COUNTY PLANS 82&H, ACCEPTED AS POT & INTERSECTION OFCENTERLINE OF SURVEY VAN BUREN BLVD. & RUTILE STREET. 206 FD. MAG NAIL WMlASHER °RIV CO TRANS", FLUSH, AS SHOWN ON CORNER RECORD, CR 110113, ACCEPTED AS INTERSECTION OF THE CENTERMNE OF JURUPA ROAD & BEACH STREET. 300 SEE PAGE 2 FOR DESCRIPTION. 302 ESTABLISHED BEARING OF THE CENTERLINE SURVEY OF VAN BUREN BLVD, USING RIGHT TRIANGLE FORMULA FROM MONUMENT 204& POINT 308, USING MEASURED DISTANCE & BEARING & RECORD WIDTH BETWEEN CENTERLINE SURVEY & 8011TH BOUND VAN BUREN BLVD., ESTABLISHED POINT 302 USING THAT BEARING &THE BEARING BETWEEN MONUMENTS 203 & 205 ALONG WITH THE RECORD RADIUS, PER FIELD BOOK 1008, SURVEY 4119, PAGE 009 & 031. 3O8 ESTABLISHED POINT 308 FROM COLLECTED THE ON TOP OF BLOCK WALL, MONUMENTS 501& 502, PER TS 1051201, AFTER ESTABLISHING POINT 302 &THE RADIUS POINT 303, ADJUSTED POINT 308 TO FIT MATHEMATICALLY WH THE CENTERLINE SURVEY OF VAN BUREN BLVD. "POINT 308 ADDED TO CLARIFY THE ESTABLISHMENT OF POINT 302, POINT 303 NOT ON DRAWING." 307 SEE PAGE 2 FOR DESCRIPTION. 310 HELD RECORD DISTANCE (25') BETWEEN MONUMENT 9&206,AS SHOWN ON PM 3601&9925, ACCEPTED AS THE —INTERSECTION BETWEEN THE SOUTH LINE OF SECTION 15 & THE CENTERLINE OF BEACH STREET. 311 BEARING BEARING INTERSECTION. TURNED RECORD ANGLE (179A59'14) BETWEEN 2118&300 ALONGGALENA STREET, PER PM 220149,51. HELD MONUMENT 20C TURNED RECORD ANGLE (90^00'30"), FROM CENTERUNEVAN BUREN ALONG RUTILE STREET, PER PM 12M4749. 347 SEE PAGE 2 FOR DESCRIPTION. MNSPORTADONDEPARTMENT MOLEMONST POSTOFFICEBOXiWORIVEASIOEC9,92502 "masa: 201s12a1 FOUND MONUMENT TABLE MON. MON. NORTHING EASTING ELEVATION DESCRIPTION „j0 PT. NO. FD. 60 D NAIL W/WASHER "RIV CO TRANS", FLUSH, AS SHOWN IN FIELD BOOK 2209, SURVEY 6285, 1 3 2309478.796 6190240.003 736.85 PAGE I, LOCATED ON THE NORTHERLY SIDE OF THE SOUTHERLY CROSSWALK ACCEPTED AS INTERSECTION OF THE CENTERLINE OF JU RUPA ROAD Be PEDLEY ROAD, HELD. FD. SPIKE W/BRASS WASHER "ILLEGIBLE", FLUSH, AS SHOWN IN FIELD BOOK 2232, SURVEY 6441, 2 4 2311339.037 6190260.022 747.96 PAGE 29, ACCEPTED AS INTERSECTION OF THE CENTERUNE OF GALENA STREET &PEDLEY ROAD, HELD. FD. 1" IP W/TAG "IS 37121, FLUSH„ AS SHOWN ON PM 220/49-51, ACCEPTED AS INTERSECTION OF 3 6 2311382.522 6186061AOS 733.74 CENTERUNE OF GALENA STREET & TROY COURT. 4 9 2306098.454 61M30034 717.56 FD. 3/4" N W TAG -RCE 19640", DN. 0.2', AS SHOWN ON PM 49/22, ACCEPTED AS THE INTERSECTION OF THE CENTERUNE OF BEACH STREET & 54TH STREET, HELD. 5 202 2307919.154 6186409.115 734.56 FD. MAG NAIL W/WASHER"RIV CO TRANS", FLUSH, AS SHOWN ON CR 07-366, ACCEPTED AS INTERSECTION OF THE CENTERUNE OF 515T STREET & DUNWOOD STREET. fi 203 2304757.389 6188899.783 710.60 FD. MAG NAIL W/WASHER"RN CO TRANS,FLUSH, AS SHOWN ON TB 105/198, ACCEPTED AS INTERSECTION OF CENTERUNE OF SOUTHBOUND VAN BUREN & 56TH STREET, HELD. FD. COPPERWELD "C/L SURVEY 265+33.33 POT, ON 0.3', AS SHOWN ON PM 128/47-48 & FIELD BOOK 7 209 2311134.142 6183501.546 742.29 1005, SURVEY 4119, PAGE 39 & RIVERSIDE COUNTY PLANS 826—H, ACCEPTED AS POT & INTERSECTION OF CENTERUNE OF SURVEY VAN BUREN BLVD. & RUTILE STREET, HELD. FD. MAG NAIL W/WASHER "M CO TRANS, FLUSH, AS SHOWN ON CORNER RECORD, CR 14-0324, 8 205 2306265.029 6188492.247 704.04 ACCEPTED AS CENTERUNE BC SOUTH BOUND LANE OF VAN BUREN BLVD., STA 193+08.43, HELD FOR UNE WITH POINT 203. FD. MAG NAIL W/WASH ER"RIV CO TRANS%FLUSH, AS SHOWN ON CORNER RECORD, CR 12-0]13, 9 206 2307861.369 6184320.092 731.95 ACCEPTED AS INTERSECTION OF THE CENTERUNE OF JURUPA ROAD & BEACH STREET, HELD. 10 207 2308086.804 6185147.921 725.14 FD. 1" IF W/PLASTIC PLUG "ILLEGIBLE', FLUSH, NO REFERENCE" NOT ACCEPTED AS INTERSECTION OF THE CENTERUNE OF JURUPA ROAD Be POINSETTA PLACE, SEE RS 25/95, 11 208 2311366.393 6187619.736 733.30 FD. NAIL & TAG IN CULVERT DECK "RV CO TRANS", DN. 1.4', AS SHOWN ON PM 154/71-74, ACCEPTED AS INTERSECTION OF THE CENTERUNE OF FELSPAR STREET Be GALENA STREET, HELD. FD. 2"IP OPEN TOP, ON. IA, AS SHOWN ON PM 49/48-49, ACCEPTED AS THE INTERSECTION OF WE 32 209 2308752737 618759161 719.86 CENTERUNE OF JURUPA ROAD & FELSPAR STREET, HELD. m 13 210 2308473.327 6184967.748 722.39 FD. CUT -%" ON MAN HOLE RING, FLUSH, AS SHOWN ON CR12-0707, ACCEPTED AS INTERSECTION x OF TH E CENTERUNE OF POMSETTA PLACE AND WEBBSTREET. V 14 212 2308]02.169 6184865.005 722.67 COPPERWELD "RN CO TRANS',FLUSH, AS SHOWN ON CR I2-0706, ACCEPTED AS CENTERUNE EC OD OF POINSETTA PLACE. FOUND MONUMENT TABLE MON. MON. EASTING ELEVATION DESCRIPTION 8 PT. No.NORTHING 15 213 2308904.257 6184866.888 724.11 FD. MAG NAR W/WASHER"RIV O0 TRANS% FLUSH, AS SH0WN ON OR I2-705, ACCEPTED AS PROPERTY ANGLE POINT & POINT ON CENTERLINE OF POINSETTA PLACE 16 214 2308964.824 6184867.452 724.77 FD. COPPERWELD STAMPED "RN CO TRANS%FLUSH, AS SHOWN ON CR 12-704, ACCEPTED AS BC CENTERUNE PORISETTA PLACE. 17 215 2308312.49 6185975.953 725.49 FD. COPPERWELD STAMPED "RIV CO TRANS", FLUSH, AS SHOWN ON CR I2-714, ACCEPTED AS INTERSECTION OF THE CENTERLINE OF CEDAR STREET & IURUPA ROAD & "I" STREET. 18 216 2307799.674 6185970.1D1 735.53 FD. PK NAIL W/WASHER FLUSH, AS SHOWN IN CORNER RECORD, CR 07-365, ACCEPTED AS INTERSECTION OF THE CENTERUNE OF 7 STREET & 51ST STREET. 19 217 2308418.06 6185942167 724.92 FD. 1" IF W/NO TAG, FLUSH, IN LIEU OF 11/2" 0' "RCE 13191", AS SHOWN ON MB 106/12-13, ACCEPTED AS BC CENTERLINE CEDAR STREET. 20 218 2308499.986 6185936.65 72522 FD. 1" IF WINO TAG, FLUSH, IN LIEU OF 1112' IF "RCE 13191', AS SHOWN ON MB 106/12-1$ ACCEPTED AS EC CENTERLINE CEDAR STREET. 21 219 2308934,867 6185941.27 725.87 FD. CONCRETE NAIL, ON. 0.1', NO REFERENCE, POSITION FRS WELL WITH CALCULATED POINT, ACCEPTED AS THE INTERSECTION OF THE CENTERUNE OF CEDAR STREET & CANTOR COURT. 72 220 23091]4.5] 6185943.7]2 726,23 FD. CONCRETE NAIL W/TIN, FLUSH, NO REFERENCE, POSITION FITS WELL WITH CALCULATED POINT, ACCEPTED AS THE INTERSECTION OF THE CENTERUNE OF CEDAR STREET & DERBY DRIVE. 23 221 2307075.223 6187572.956 746.79 FD. 1" IP W/TAG "RCE 23713", ON. 0.5', AS SHOWN ON PM 79/50, ACCEPTED AS THE INTERSECTION OF THE CENTERUNE OF FELSPAR STREET & 52ND STREET, HELD. 24 223 23080]].857 6186992278 729.84 FD. PUNCH MARK ON NORTHWESTERLY SID OF MANHOLE RIM, FLUSH, AS SH0WN ON PM 112/86, ACCEPTED AS INTERSECTION OF THE CENTERLINE OF HILL PLACE & 51ST STREET. 25 400 2309815.802 618602LS49 728.04 ED. 114" HE NO TAG, DN. 0.1', IN LIEU OF 3/4" R W/TAG "RCE 862", AS SHOWN ON PM 41/37, ACCEPTED AS BC NORTHEASTERLY RAILROAD RIGHT OF WAY. FD. 1" IF W/PIASTIC PLUG-LS3712', DM 0.1', IN LIEU OF 3/4" IF W/TAG "RCE 862", AS SHOWN ON 26 401 2309652.288 6186282.16 727.20 PM 220/49 -SL ACCEPTED AS POINT ON LINE BETWEEN SECTIONS 14& 15, ALS0 THE SOUTHWEST CORNEA OF PARCEL B, PM 220/49-51. 27 402 2310049.601 6185626.66 728,09 FD. 1" IF W/TAG "L53712", ON. 1.5', AS SHOWN ON PM 220/49-51, ACCEPTED AS THE SOUTHWEST c CORNER OF PARCEL 7. PM 220/49-51. ED. 3/4" IP W/PLAS IC PLUG-ILUR21BLE", ON. 0.4', 1N UEU OF TAG "RCE 862", SET BY I.F. DAVIDSON "y 28 403 2309651.494 6186282.172 727.00 ASSOCIATES PRIVATE FIELD BOOK 1032/28, AS SHOWN ON PM 41/37, ACCEPTED AS POINT ON y, SECTION LINE BETWEEN SECTIONS 14 & I& a 141137, 29 404 2308875.419 6187218.145 723.26 ED. 3/4" IF W/PLASTIC PLUG 'ILLEGIBLE", DN. ON. IN LIEU OF TAG "RCE 862", AS SHOWN ON PM ACCEPTED AS MOST WESTERLY CORNER PARCEL 3, PM 41/37. FOUND MONUMENT TABLE NORTHING EASTING MON. MON. PT. NO. ELEVATION DESCRIPTION 30 405 2309217.61 6186854.588 724.80 PD. 3/4"IP OPEN TOP, DN. ", AS SHOWN ON PM 41/37, ACCEPTED AS MOST WESTERLY CORNER PARCEL 1, PM 41/37. 31 500 2309618.351 6185913.631 727.72 FD. NAIL W/TAG'RIV CO SUR' ON TOP OF BLOCK WALL, AS SHOWN ON TB 105/201, ACCEPTED AS TIE FOR EC CENTERLINE OF VAN BUREN BLVD., SOUTH BOUND & C/L SURVEY, 32 501 2309657.915 6185853.847 726.47 FD. NAIL W/TAG -RIV CO SUR' ON TOP OF BLOCK WALL AS SHOWN ON T31011201, ACCEPTED AS TIE FOR EC CENTERLINE OF VAN BUREN BLVD., SOUTH BOUND & C/L SURVEY. Z O m x 4r THIS PAGE INTENTIONALLY LEFT BLANK -f�s6v-� 92 RIVERSIDE COUNTY SURVEYOR MOMENT DESCRIPTION - 68 a _g a £ 'p' --p & R P s i ❑ �� 0 0, o E✓ i✓O 3 ".2 E qj 3 7 33'S We�V 0 - "cv z 490/.✓G 0r P'L' RW OF V ,A. Xo. o 2-A• I A w, LIZ o X30 —Sw r. -oF- nl _ FM A OF i 7 A 03. Y_ _ Q ,per w ?€Z$ ZA s/C L✓ OLEL/HL -".EWY - - AGN S /VEz— 5X7 -OF g' L '14 w zsu� T S�RN OF&tE € a"s F �z'`F = € s - >I $ m C_ M ESE$ ❑ aY E wl PLA S C. PLIVIr L53712- 'A19'Y OF Azy R /zAekS (NELEar OF 4ACK I SE'L / f vt.w7 XAOAF N i x x v�� i F i Ne kagllirAEW&FL 0o V. 3 D� O— 0 6nl saa NE'L wO V•^^ _ _ 6R M qqME 4 ❑ �F I I �R ?b [R S o a? 'E F O A I� Y m 94 RIVERSIDE COUNTY SURVEYOR RDNUNEXT DESCRIPTION0 e a § e g 3 GP, €^ e R ; gRg i 1 1 >I - D. t D,/ w /!F Al 5 3 11 Q N6 L w s , -_. E _ lomO -S 9 E ❑ a. A >1 m4 €X e A c s LF F r ee i >1: s' a i ❑ :X E I ett as ❑ E E� E P i I 4 02 E' c C.) al ��— 2lvSV.a£ Ss RIVERSIDE COUNTY SURVEYOR NC CALCNOTESFOR: ALIGNMENTS OF. PROJECT: JURUPA GRADE SEPARATION SURVEYM: 2334 FBM: 8651 PG.1 alb WO M: C8-0060 TWP: 2 S RNG: 6 W SEC: 14615 RHO: RANCHO JURUPA(STEARNS) PROJ LEAD: COMBO FACTOR: 1.00000781 DATE: 1113012018 al ��— NC m OF. W mN NG v m� 3w W Spa 3 — NN m NO 0 mw P -O N$ Pm v ryno m0 v MT Nm Nm N m Zts Z Z... 06 IP- N m NN WW 323W .bf J nm N n no mN Zz; Sz 2 C NC OM 00 W mw ST' w mw P -O N$ Pm m0 N m0 Na N m IP- ZE ZFS ME 0 0 91 IN RIVFRSNIECOUNTYTMNSPORTATIONOEPARTMENT 48OLEMONST ReviseL 301613-01 RIVERSIDE COUNTY SURVEYOR * AL MONUMENTS LOCATED ON PAGE SEE SECTIONAL NOTES FOR DESCRIPTION, HELD BOOK INDEX #73-76 SEE SECTIONAL NOTES FOR DESCRIPTION, HELD BOOK INDEX #73-76 FD. 1"IP W/PLASTIC PLUG "ILLEGIBLE",FLUSH, NO REFERENCE., NOT ACCEPTED AS INTERSECTION OF THE CENTERLINE OF JURUPA ROAD & POINSETTA PLACE, SEE RS 25/95. [212 FD. CUT "X" ON MAN HOLE RING, FLUSH, AS SHOWN ON CR12-0707, ACCEPTED AS INTERSECTION OF THE CENTERLINE OF POINSETTA PLACE AND WEBB STREET. FD. COPPERWELD "RIV CO TRANS", FLUSH, AS SHOWN ON CR 12-0706, ACCEPTED AS CENTERLINE EC OF POINSETTA PLACE. FD. MAG NAIL W/WASHER "RIV CO TRANS', FLUSH, AS SHOWN ON OR 12-705, ACCEPTED AS PROPERTY ANGLE POINT &POINT ON CENTERLINE OF POINSETTA PLACE. 214 TO. COPPERWELD STAMPED"RIV CO TRANS", FLUSH, AS SHOWN ON CR I2-704, ACCEPTED AS BC CENTERLINE POINSETTA PLACE. 215 FD. COPPERWELD STAMPED "RIV CO TRANS", FLUSH, AS SHOWN ON CR I2-714, ACCEPTED AS INTERSECTION OF THE CENTERLINE OF CEDAR STREET & JURUPA ROAD & "J" STREET. 217 TO. 1"IP W/NO TAG, FLUSH, I N LIEU OF I I/2" IP"RCE 13191", AS SHOWN ON MB 106/12-13. 21B TO. 1"IP W/NO TAG, FLUSH, IN LIEU OF 11/2"IP"NICE 13191", AS SHOWN ON MB 106/12-13. 219 FD. CONCRETE NAIL, DN. 0.11, NO REFERENCE, POSITION FITS WELL WITH CALCULATED POINT, FOR THE INTERSECTION OF THE CENTERLINE OF CEDAR STREET & CANTOR COURT. 220 FD. CONCRETE NAIL W/ TIN, FLUSH, NO REFERENCE, POSITION FITS WELL WITH CALCULATED POINT, ACCEPTED AS THE INTERSECTION OF THE CENTERLINE OF CEDAR STREET & DERBY DRIVE. 500 FD. NAIL W/TAG "RIV CO SUR" ON TOP OF BLOCK WALL, AS SHOWN ON TB 105/201, ACCEPTED AS TIE FOR EC CENTERLINE OF VAN BUREN BLVD., SOUTH BOUND & C/L SURVEY. 501 TO. NAIL W/ TAG "RIV CO SUR" ON TOP OF BLOCK WALL, AS SHOWN ON TB 105/201, ACCEPTED AS TIE FOR EC CENTERLINE OF VAN BUREN BLVD., SOUTH BOUND & C/L SURVEY. CALCULATED POINTS ON PAGE 1 300 SEE SECTIONAL NOTES FOR DESCRIPTION, FIELD BOOK INDEX #73-76 302 SEE SECTIONAL NOTES FOR DESCRIPTION, FIELD BOOK INDEX #73-77 303 ESTABLISHED USING BEARING IN 15"05'27" W) BETWEEN MONUMENTS 203 & 205 & USING BEARING IN 59823122" W) BETWEEN MONUMENT 204 &POINT 302 & RECORD RADIUS (5714), ACCEPTED AS RADIUS POINT OF C/L SURVEY VAN BUREN BLVD. 308 ESTABLISHED POINT 308 FROM COLLECTED TIES ON TOP OF BLOCK WALL, MONUMENTS 501 & 502, PER TB 105/201, AFTER ESTABLISHING POINT 302 & THE RADIUS POINT 303, ADJUSTED POINT 308 TO FIT MATHEMATICALLY WITH THE CENTERLINE SURVEY OF VAN BUREN BLVD. 309 ESTABLISHED PERPENDICULAR TO BEARING (N 59-23122" W) BETWEEN MONUMENT 204&POINT 302 & RECORD WIDTH (34'), ACCEPTED AS POINT ON CENTERLINE OF SOUTH BOUND VAN BUREN BLVD. 311 SEE SECTIONAL NOTES FOR DESCRIPTION, FIELD BOOK IN DEN A 73-76 312 ESTABLISHED AT INTERSECTION BETWEEN MONUMENT 204&POINT 331& RECORD OFSET(99') BETWEEN POINTS 204 & 302, ACCEPTED AS POINT ON CENTERLINE OF RAILROAD RIGHT OF WAY. 313 PROPORTIONED DISTANCE BETWEEN MONUMENTS 206& 209, ACCEPTED AS INTERSECTION OF THE CENTERLINE OF JURUPA ROAD & HILL STREET. 314 PROPORTIONED DISTANCE BETWEEN MONUMENTS 206& 209, ACCEPTED AS INTERSECTION OF THE CENTERLINE OF JURUPA ROAD & CEDAR STREET &"J" STREET. 315 PROPORTIONED DISTANCE BETWEEN MONUMENTS 206& 209, ACCEPTED AS INTERSECTION OF THE CENTERLINE OF JURUPA ROAD & POINSETTA PLACE. NOTE: NO PHYSICAL MONUMENTS HAVE BEEN SET. 489LEMONST POST OFFICE BOX 1090 RNERSJOE CA. 92502 R"v e12016 -1E01 C y4 r SRix# a7 RIVERSIDE COUNTY SURVEYOR CALCNOTESFOR: ALIGNMENTS PROJECT: JURUPAGRAOE SEPARATION SURVEY#: 2294 FB#: 3454 PG: 3of8 WO#: C8-0080 TWP: 2 S RNG: 8 W SEC: 14815 RHO: RANCHO JURUPA(STEARNS) PROJ LEAD: COMBO FACTOR 1A0 000 991 DATE 1112012018 JUN NA01h: U6W W JUNUYA GU ALG I xm .20wUul 0 m m 0 @n0 oP ¢ w00 p Omm mOG PrvON mpry Oonn �vvm mo`oN 0 W Ga�I FI KQDIF CaOF '1 NNmO O�nl� aaaa rasa rasa 0 ry 4004LEMONST POST OFFICE BOX I000 PIVERSWE CA. 92502 N \ m ® m .ai ^ d Z�W � 2 m $ \ IN F K �'m 0 in zn �m MOW OT Dov Om �0 0 m mm C; m Mm NN cs mm N Nip m� YN1.�¢ Q �' mry f mN mN f mW m J WW WW WW O;W 3WW W Wmm .\Ni W m $ QO Nv m m-�W(1 WO QO - I -N woN N O_ m6 $ NZo mm0 MO n0 mm Ne Ne o On o 00 m0 m00 00 =— 0O Zm Z= Z F i Z� Zz Z V Z22Z Zz Z 000®091 ®m tm 100 a � n xm .20wUul 0 m m 0 @n0 oP ¢ w00 p Omm mOG PrvON mpry Oonn �vvm mo`oN 0 W Ga�I FI KQDIF CaOF '1 NNmO O�nl� aaaa rasa rasa 0 ry 4004LEMONST POST OFFICE BOX I000 PIVERSWE CA. 92502 N \ m ® m .ai xm .20wUul 0 m m 0 @n0 oP ¢ w00 p Omm mOG PrvON mpry Oonn �vvm mo`oN 0 W Ga�I FI KQDIF CaOF '1 NNmO O�nl� aaaa rasa rasa 0 ry 4004LEMONST POST OFFICE BOX I000 PIVERSWE CA. 92502 RIVERSIDE COUNTY SURVEYOR 7.A4D6t,s# 98 MONUMENTS LOCATED ON PAGE 2 3 SEE SECTIONAL NOTES FOR DESCRIPTION, FIELD BOOK INDEX P 73-76 4 SEE SECTIONAL NOTES FOR DESCRIPTION, FIELD BOOK INDEX 873-76 208 SEE SECTIONAL NOTES FOR DESCRIPTION, FIELD BOOK INDEX 873-77 209 SEE SECTIONAL NOTES FOR DESCRIPTION, FIELD BOOK INDEX 873-78 322 PROPORTIONED DISTANCE AND SET ON UNE BETWEEN MONUMENTS 221&209. 327 SEE DESCRIPTION BELOW. 340 SET BY BEARING DISTANCE, HELD BEARING (N (0"38'14" E) BETWEEN MONUMENTS 221 & 209 & RECORD RADIAL DISTANCE (5618.00') FROM RADIUS POINT 303, ACCEPTED AS BC FELSPAR ST. 341 SET BY BEARING DISTANCE, HELD BEARING IN 74045148" E) BETWEEN MONUMENTS 323&323& RECORD RADIAL DISTANCE (56181) FROM RADIUS POINT 303, ACCEPTED AS INTERSECTION OF FELSPAR 428 SET ON LINE BETWEEN MONUMENTS 206 & 209 & RADIAL DISTANCE(57141 MOM POINT 303, ACCEPTED AS INTERSERI ON OF THE CENTERUNE OF JURUPA ROAD & C/L SURVEY VAN BUREN BLVD. 431 SET ON LINE BETWEEN MON. 205&209&RADIAL DISTANCE (5729.65) FROM POINT 319, ACCEPTED AS INTERSECTION OF THE CENTERLINE OF JURUPA ROAD & C/L OF THE RAILROAD RIGHT OF WAY. CALCULATED POINTS ON PAGE I (CONTINUED FROM PAGE 2) 319 ESTABLISHED USING BEARING IN 15.05'27' W) BETWEEN MONUMENTS 203 & 205 & USING BEARING IN 59°23'22" W) BETWEEN MONUMENT 204 & POINT 302 & RECORD RADIUS (5729.65), ACCEPTED AS RADIUS POINT OF C/L RAILROAD RIGHT OF WAY. 320 ESTABLISHED BY INTERSECTION FROM 312 USING BEARING (N 5923122" W) BETWEEN MONUMENT 204 & POINT 302 & USING BEARING PERPENDICULAR TO LINE BETWEEN MONUMENTS 204 & 302 IN 30036'38" E) FROM POINT 319, ACCEPTED AS THE CENTERLINE EC OF RAILROAD RIGHT OF WAY. 324 HELD BEARING N 59°23'22"E BETWEEN MONUMENT 204&POI NT 302& RECORD DISTANCE (832.55") FROM POINT 338, ACCEPTED AS CENTERLINE EC BIRMINGHAM AVENUE 327 PROPORTIONED DISTANCE& SET ON LINE BETWEEN POI NTS 322& 323, ACCEPTED AS THE INTERSECTION OF THE CENTERUNE OF HILL STREET & 51ST STREET. 331 SET BY BEARING IN 15-14112,'W) PERPENDICULAR TO JURU PA ROAD FROM POINT 315&RECORD RADIAL DISTANCE (430.91') FROM SAID BEARING & MONUMENT 210, ACCEPTED AS RADIUS POINT FOR POINSETTAPLACE. 332 SET BY BEARING (500'00'28" E) BETWEEN MONUMENTS 214&212& RECORD RADIAL DISTANCE(300') FROM SAID BEARING & MONUMENT & 210, ACCEPTED AS RADIUS POINT FOR POINSETTA PUKE. 333 SET BY INTERSECTION, B EARING(N 15°34'12"W) PERPENDICULAR TO JURUPA ROAD FROM POINT 315 & BEARING IN 7445148" E) PERPENDICULAR TO SAID BEARING FROM POINT 331, ACCEPTED AS BC POINSETTA PNCE. 335 SET POINT ON LINE BETWEEN 331& 332 AT RADIAL DISTANCES (430.91'& 3001), ACCEPTED AS CENTERUNE PRC POINSETTA PNCE. 336 SET BY INTERSECTION, HELD BEARING IN 15.15135" W) BETWEEN MONUMENTS 315 IS; 217 FROM POINT 314 & HELD BEARING (0096118" E) BETWEEN MONUMENTS 220 & 218 FROM 220 & OFFSET 337 CALCULATED BC HELD RECORD RADIUS 338 SET BY INTERSECTION, HELD BEARING IN 0096'18" E) BETWEEN MONUMENTS 220 & 218 & HELD BEARING (5 59°23122" E) FROM MONUMENT 204 & POINT 302 & RECORD D15TANCE (2271), ACCEPTED AS INTERSECTION OF THE CENTERLINE OF CEDAR STREET & BIRMINGHAM AVENUE. NOTE: NO PHYSICAL MONUMENTS HAVE BEEN SET. POST OFFICE SOX IM RNFlt$IOE CA. 525A2 RMW: E01612L1 RNERSIOECOUMTRANSPORTATN)NOEPARTMOT 408OLEPONV POSTOFRW90Nf090RNENSMCA91502 x BW: 201u12m T.i2wc5tN1• s% RIVERSIDE COUNTY SURVEYOR CALCNOTESFOR ALIGNMENTS PROJECT: JURUPA GRADE SEPARATION SURVEY B: 2256 FB B: 6454 PG: 5of8 WO B: C8.0060 TWP: 2 S RNG: 6 W SEC: 14915 RHO: RANCHO JURUPA)STEARNS) PROJ LEAD: COMBO FACTOR: L00000T91 DATE: H/Swm DGNNAME: CB-0060JURUPAGS ALG I FWD NAME: CS -006D GEOMI CO -0000 FS RNERSIOECOUMTRANSPORTATN)NOEPARTMOT 408OLEPONV POSTOFRW90Nf090RNENSMCA91502 x BW: 201u12m _ �z s°��W N F ¢ i n 133N15 mo'oroS; o� Y m 000.NNIIO Fw M _ _n 3NIl N011035 m w v wo m W O QO eo QO W N00 ^w 6 ® 9 Pp V Nw Vp0 P� v �"p N® W 04 04 � N w S rFow rr FF rh F w O 0 `� W Z- ZE ZE Zz Z ZE Z6 p m F ow z W O O ry V h S \ N N F _ oa \ \\! WI omm m Pm f<q P © 133N15 H0_11312w n F Nw Nw Z LJ N m WW wO w"O "w W O j w ;;O P vw mw Vm N m NO b WN a io v 2 �Z n¢ a o Q MH Z mz n� 00 I�� Op OZp ZZ N 2.Z.- Z3 Z Z. 2s Z`. 0 0 0 0 = o RNERSIOECOUMTRANSPORTATN)NOEPARTMOT 408OLEPONV POSTOFRW90Nf090RNENSMCA91502 x BW: 201u12m RIVERSIDE COUNTY SURVEYOR rdPe-ti A 90 MONUMENTS LOCATED ON PAGE 3 9 SEE SECTIONAL NOTES FOR DESCRIPTION, FIELD BOOK INDEX 8 73-75 202 FD. MAG NAIL W/WASHER"RIV CO TRANS', FLUSH, AS SHOWN ON CR 074166. 206 SEE SECTIONAL NOTES FOR DESCRIPTION, FIELD BOOK INDEX A 73-75 207 SEE DESCRIPTION PAGE 2. CALCULATED POINTS ON PAGE 7 323 SET BY INTERSECTION, HELD BEARING BETWEEN MONUMENTS 206 TO 209 FROM POINT 322& INTERSECTED LINE BETWEEN MONUMENTS 206 & 9, ACCEPTED AS THE INTERSECTION OF THE CENTERLINE OF BEACH STREET Be S1ST STREET. 327 SEE DESCRIPTION PAGE 4. 328 PROPORTION ED DISTANCE& SET ON LINE BETWEEN POINTS 322& 323, ACCEPTED AS THE INTERSECTION OF THE CENTERLINE OF DURWOOD STREET & S1ST STREET. 329 PROPORTION ED DISTANCE& SET ON UNE BETWEEN POINTS 322 Se 323, ACCEPTED AS THE INTERSECTION OF THE CENTERLINE OF mi STREET & 51ST STREET. 429 SET BY INTERSECTION, HELD RECORD ANGLE (74.07'55")PM109/7B-76 FROM POI NT 328& HEIR UNE BETWEEN MONUMENT 221 S, POINT 439, ACCEPTED AS INTERSECTION OF THE CENTERUNE OF DUN WOOD STREET & 52ND STREET. CALCULATED POINTS ON PAGE I (CONTINUED FROM PAGE 4) 330 PROPORTIONED DISTANCE& SET ON LINE BETWEEN POINTS 322& 323, ACCEPTED AS THE INTERSECTION OF THE CENTERLINE OF POINSETTA PLACE & 51ST STREET. 338 SET BY INTERSECTION, HELD BEARING IN 00°36118" E) BETWEEN MONUMENTS 220&21B&HELD BEARING IS 59'23'22" E) FROM MONUMENT 204 & POINT 302 & RECORD OFFSET DISTANCE (227'), ACCEPTED AS INTERSECTION OF THE CENTERLINE OF CEDAR STREET & BIRMINGHAM AVENUE. 339 CALCULATED EC HOLDING RECORD RADIUS. 347 SEE SECTIONAL NOTES FOR DESCRIPTION, FIELD BOOK INDEX N 73-76 348 H ELD BEARING N S9023'22" E BETWEEN MONUMENT 204&POINT 302& RECORD DISTANCE (199.521) FROM POINT 338, AS SHOWN ON MB 106/35-38, ACCEPTED AS CENTER OF CUL-DE-SAC BIRMINGHAM AVENUE. 428 SEE DESCRIPTION PAGE 4. 431 SEE DESCRIPTION PAGE 4. 433 SET ON LINE BETWEEN POINTS 339& 338 PERPENDICULAR TO MONUMENT 219, ACCEPTED AS THE INTERSECTION OF THE CENTLINE OF CEDAR STREET & CANTOR COURT. 434 SET BY RECORD ANGLE & DISTANCES FROM POINT 433, AS SHOWN ON MS 106/34-38,AOCEPTED AS THE CENTER OF CUL -DESA[ CANTOR COURT. 439 PROPORTIONED DISTANCE& SET ON LINE BETWEEN POINTS 206& 9, AS SHOWN ON MB 15/33 ACCEPTED AS THE SOUTHWEST CORNER OF IAT I BLOCK 21, POL SOUTH UNE OF SECTION 15. NOTE: NO PHYSICAL MONUMENTS HAVE BEEN SET. RNERSMECOUNTYTRANSPORTATIONDEPARTMENT 4080LEMONST POSTOFFICEBOXIMBIWERSIOECA.92502 Revised: 201 �q 4 slnvEx w4I RIVERSIDE COUNTY SURVEYOR CALC NOTES FOR: ALIGNME WS PROJECT: JURUPA GRADE SEPARATION SURVEYN: 2274 FBN: 6454 PG: 70f WON: CB -0060 TWP: 2 S RNG: 6 W SEC: 14815 RHO: RANCHO JURUPA(STEARNS) PROJ LEAD: COMBO FACTOR 1.00000791 DATE: 1117012018 OGNNAME: C8-0060JURUPAGS ALG IFWD NAME:CO.006D GEOM I C6.0060 FB O a O(� r W' 0 O m '. N I, pN F 00 0 0 OZ 0 O O �% D z� VI� z� i� 2z a a-, a a a� ® CRA LR B�VDt 0 ® 0 0 ® ®E® �NIo(�CV Uj © z ® U'7M gURV �B�V • " m N N 30q .�9 ❑ m o oo- p, o s, o� PmOb on N s✓) NW 00 m �0 m1 m no F Iv1 F 1 PN PYmin, / 40 `IIQN ¢GOF �'GOF L r 0 ® mimeo nP, one 0"N n i nF N wjv :30161] 01 IT 11 11 11 11 11 11 11 11 IT KQOr KGOr CGOF O O DEPARTMENT 4WWLEMONST POSTURCESOX1090RNERWOECA.92502 zF w iy �w � am Y J T> N O � 2 O T F ¢ _ 000 OO N' m 00 �CmOv ---__OVON _oN A3103d n� mIm mNN _PPA CQ01 Fl KaoF �Q�F X _ in O`0-O�OIN- NN b N. ONN.- ONmN m N Vj Y � NWNK m rvmf o0Q 0 z m"WvNQPmN M n n"' N , XT 0O W 3o GI �II¢ r 11 OF¢ Q 11 OFW O a O(� r W' 0 O m '. N I, pN F 00 0 0 OZ 0 O O �% D z� VI� z� i� 2z a a-, a a a� ® CRA LR B�VDt 0 ® 0 0 ® ®E® �NIo(�CV Uj © z ® U'7M gURV �B�V • " m N N 30q .�9 ❑ m o oo- p, o s, o� PmOb on N s✓) NW 00 m �0 m1 m no F Iv1 F 1 PN PYmin, / 40 `IIQN ¢GOF �'GOF L r 0 ® mimeo nP, one 0"N n i nF N wjv :30161] 01 IT 11 11 11 11 11 11 11 11 IT KQOr KGOr CGOF O O DEPARTMENT 4WWLEMONST POSTURCESOX1090RNERWOECA.92502 RIVERSIDE COUNTY SURVEYOR =13bGo 49Q MONUMENTS LOCATED ON PAGE 4 203 D. MAG NAIL W/WASHER"RIV CO TRANS,FLUSH, AS SHOWN ON TB 105/198, ACCEPTED AS INTERSECTION OF CENTERLINE OF SOUTHBOUND VAN BUREN & 56TH STREET. 205 FD. MAG NAIL W/WASHER"RIV CO TRANS, FLUSH, AS SHOWN ON CORNER RECORD, CR 14-0324, ACCEPTED AS CENTERLINE BC SOUTHBOUND LANE OF VAN BUREN BLVD., STA. 193108.43, HELD FOR LINE WITH POINT 203. 221 FD. 1" IP W/TAG "RCE 2371311, DN. 0.51, AS SHOWN ON PM 79/50, ACCEPTED AS THE INTERSECTION OF THE CENTERLINE OF FELSPAR STREET & 52ND STREET. CALCULATED POINTS ON PAGE 4 301 HELD MON U MENTS 209 T0221, CENTERLIN E OF FELSPAR STREET, HEIR RECORD DISTANCE FROM MONUMENT 20 (2663.98), PER MB 15/33. 304 ESTABLISHED BY INTERSECTION FROM 305 USING BEARING 1N 15005127" W) BETWEEN MONUMENT 203 & MONUMENT 205 & USING BEARING PERPENDICULAR TO UNE BETWEEN MONUMENTS 203 & 205(N 74°54'33" E) FROM POINT 303, ACCEPTED AS THE CENTERLINE BC OF CIL SURVEY VAN BUREN BLVD. 305 ESTABLISHED PERPENDICULAR TO MONUMENT 203&BEARING (N 15°05'27"W)BETWEEN MONUMENT 203 & MONUMENT 205 & RECORD WIDTH 134'), ACCEPTED AS POINT ON CENTERLINE 317 ESTABLISHED PERPENDICULAR TO BEARING BETWEEN MONUMENTS 203& 2051N 15'05'27' W) FROM POINT 203 & RECORD WIDTH (1331), ACCEPTED AS POINT ON CENTERLINE RAILROAD RIGHT OF WAY. 321 ESTABLISHED BY INTERSECTION FROM 317 USING BEARING 1N 15905127" W) BETWEEN MONUMENT 203 & MONUMENT 205 & USING BEARING PERPENDICULAR TO SAID BEARING IN 74.54133" E) FROM RADIUS POINT 319, ACCEPTED AS THE CENTERLINE BC OF RAILROAD RIGHT OF WAY. 340 SEE DESCRIPTION PAGE 420 SEE SECTIONAL NOTES FOR DESCRIPTION, FIELD BOOK INDEX #73-76 303 SEE DESCRIPTION PAGE 2. 327 SEE DESCRIPTION PAGE 4. NOTE: NO PHYSICAL MONUMENTS HAVE BEEN SET. RNERSIOEC0UNTYTRANSP0RTAR0HMPARTWhT ONLENONST PDSTUFFI0EBOXI0I0RNERSIWCA.S250P ReNeed M1612-01