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Index 91 Riverside County Survey: Field Book Table of Contents FIELDBOOK#: 2234 SECTION(S) 1/6/31/36 SURVEY#: 6457 TOWNSHIP 75 WO# A2-0264 RANGE 4W/3W PLAN #: Control PROJECT NAME: Clinton Keith@I-15 Freeway Index Number(s) Item Index Date Notes 1-2 Tableof Contents 03/16/21 3-4 FactSheet 03123/21 See m 22135ury :6339 5-104 Field Notes - GPS Lag Sheet 03/16/21 105-114 Field Notes -Alignment 03/16/21 115-124 Field Notes -HVP's 03/16/21 Field Notes- HVP Level Feld Notes -Sectional 125-130,133142,221-226 FBId Notes - Traverse 03/16/21 143-158 Feld Notes - Levels 03/23/21 Field Notes -Monument Recover 131-132 Field Notes -Reference 03/17/21 199-216 Calc Notes - Angnment 03/17/21 Calc Notes - Right of Way Calc Notes - Easement 159-162 Calc Nates -HVP's 03/16/21 16}192 Control- Traverse/Control/Monuments D3/16/21 Control -Sectional Control - Monuments 193-194 Control - PISS 03/16/21 195-198 Control -Cala D3/I6/21 217-220 Control -HVP 227-235 Dela cdlecuon sheets P:\SURVEV\001 FIELD BOOKS\Table of Contents\FB 2234\Field Bock TOC 2234 6457 A2-0264 Index 42 PAGE INTENTIONALLY LEFT BLANK P:\SURVEY\001 FIELD BOOKS\Table of Conmrrts\FB 2234\Feld Book TOC 22346457A2-0264 TndeA #3 F�B2234 S-645,7 (�W.O.k AZ -0264 PmIeN:CMNTONKEITH&I-15 Dale: 11/171809 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCSW, ZONE e, BASED LOCALLY ON CONTROL STATIONS: NGS PID: =755 CSRC SITE CODE DASH NGS PID: DM789 CSRC SUE CODE: ROSH NGS PID: DMISM CSRC SUE CODE LAST NAD M )EPOCH 1992.88) AS SHOWN HEREON. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE GRID UNLESS SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCES BY A COMBINATION FACTOR OF 1.000082580 ; CALCULATIONS MADE AT TRAV PT 212 USING THE COORDINATES: N 2162585.0050 E 625B02A.8590 ELEV 1305.08 ATPT# 212 CONVERGENCE ANGLE: -90°3252.65359" Lltutl L`iL1UH1 THE BENCH MARK USED FOR THIS SURVEY IS: 72ABi DATUM: NOVO 29 ELEVATION: 1293.53 i DESCRIPTION: FOUND 7 Brass Disk s moeE'1 W' LT CIL IMP 718+00.00 -POT' ICALTRANS BENCH MARK) ELEVATIONS WERE DERIVED BY DIFFERENTIA. LEVELS BASED ON THE BENCHMARK ELEVATION AS DEFINED BY REFERENCE TO RIVERSIDECOUNTYBMINDEKCARDS . ADDITIONAL REFERENCE INFORMATION: FB211889IMS8 FB22035C6240 Hf�1T'-id1 FIELD BOOK N02234 SURVEY NO. 6457 THIS PAGE LEFT INTENTIONALLY BLANK \0F2©' RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION �y�: GPS Station Observation Loa Sheet Project Nam:ixJ KVOw 1-,6uto Ott- nL 5 lay Jul on Day:300 Survey Date: l0-a'i-9a1 MD No:P2-OZ4+ FB: Z10 Survey No: U46 1 Twp75 R9:11Sec: I Rho: Survey Party: 5 m, w4p"o4 0 2 2 3 4 S- 6 4 Gedeiver Serial M,4.97/ 155v4 - Survey unit No: R-11\ ii:\% Receiver Model No: Antenna Serial He: Z Slant Height Meosurerent Session No: Feet Meter e Char. IN: �� {6•{10 start Tim: %OA•z I-.6 VL zz End Titre: /Oso S. I. JL /0 7Z Cable Le:gM: IDm_30 Average: /.131 n _ True VertICOI� Ay - Session No: S Feet 10: 7�— S7 00, \ Slant Height Measureaent Feet 5130. Sass on NO: Start.11m: ffe�esS 5.`3 Met r \.1055 I J 0 IIF a Char I0: 2/4 330 J,tdl� Cable Length: IDm_30m_ Start lime: \ooh T \.(056 Dever EM lime: �� SR • DISK st•nr.tP6'v3 19 9T1 69 Cable Length: loo _]Om_ Average: Z Slant Height Meosurerent Session No: Feet Meter e Char. IN: �� {6•{10 start Tim: %OA•z I-.6 VL zz End Titre: /Oso S. I. JL /0 7Z Cable Le:gM: IDm_30 Average: /.131 n _ True VertICOI� Ay - ee Slant Height Measureeent Session Na: 'C Feet Meter e than. lo: ?- g S.d \s5z Start Tim: \\ko _ End Tim: \\ S5 Om l e Length; I om_3am—Average: •553 Slant Height Measureaent Session No: S Feet 10: 7�— S7 00, Slant Height Measurement Session No: 8 Char. 10: '3 2 Feet 5130. Meter 1.(91.5 - Start.11m: X, at2 5130 I J 0 IIF End Time; 11 •,1S 330 J,tdl� Cable Length: IDm_30m_ Average: L�rl ee Slant Height Measureeent Session Na: 'C Feet Meter e than. lo: ?- g S.d \s5z Start Tim: \\ko _ End Tim: \\ S5 Om l e Length; I om_3am—Average: •553 Slant Height Measureaent Session No: S Feet 10: 7�— S7 00, Meiyr� .5 B Man. Start Time: 1210 Tzr�— End Tina: \T \ Cable Length: tam_30i_ Average: X, at2 True verrianl: 5a He pt ion: Fa �` Dbst, FC- IN WTLC, ttA\Ya.+W w tug.. 5 V'O CC981 5,07 sTA iD2}93.b0 EC1 I8m_3pn_ Average: _ /• Den Nle•+ M ' 4u>-1 True Vertical: S.OIY Dever 1/ Slant Height Measureaent Session No: Feet Fe 1 Neta e Chao. lo: 2o Start Tim: 12. End TTM: fZ 1 N4 Cable Length: 10m -30m— Avmaae: 2,9 True Vertical: �Lr6z V Slant Hel51rt Measuresent Slant Height Measursmbt Session No: 1 Fee Neter 8 Cha. 18: \. bt5 o7 1.546 Start \.1015 fol 1,25"End - Timm: �/ �1 ""LL 5,07 Cable Length: I8m_3pn_ Average: _ /• True Vertical: S.OIY Dever prion: �� SR • DISK st•nr.tP6'v3 19 9T1 69 ri oz.2o a >al- HeN (hhP 2DS-% 'f ® Slant Hel51rt Measuresent Seaeim Ng: Feet Neter e Cis. l0: 9 wi � 5.49r \. bt5 Start Tim; \.1015 EM Tim: Coble Length: Wm -30A_ Average; _ - F B 2 2 3 4 5-6457 46 e Char. to: Session No: Convents: start rim: EN Tim: BMW. m: Sass IM No: Coments: Start Tim: End Tine: 9 [Mr. IV: Session No: Coments: Start Tim: EM Tim: B Char. 10: Session No: Comments: Start rim: EN Tim: 0 CPw• 10: Session Be! ConteMa: Start Tigre: End rim: 9 mm'. 10: Session No: Comments: Start Tim: End Tim: 8 Char. 10: Session No: Comments: Start Tim: EM Tim: 0 Char. I0: Session ocs Coments: Start IIm: EN rim: 0 U J -S�t 1.G ~(�NTV\TF� 0,3CJ000I T,ta i ZOc2d'' RIVERSIDE COUNTY TRANSPORTATION DEPARTIENT /SURVEY DIVISION GPS Station Observation Log Sheet Project NOm: S A"100 VZFTFC1 49 PT M LS FV Y JuI Ian Day: Survey Dare: MD No:P2-o744 FD: 21-1k Survey No: 1144 Tepe—I� FIR: 4w Sec: Rha: Survey Party: S;r Air ;lfF+d Receiver Serial Nwft2pss UQ Survey unit No: Q -SZ G'32 Receiver Model No: Antenna Serial No: p Slant Height Measurement Session Na: _` F et Meter e Char. 10: 2OQ SQ L %.y53 Start Tia: t3 99— T End rima—A'r PM 542 %1� Semi on Na: B Char. 10: Starr Tim: Ensu Tine: Slant Height Neaev®-nt Feet Meter Cable Length: Ipm_30e_ Average: \. Uss True Vertidal:�a Deicrlptldn: FD 2�zv 6apSS 9+51. Ft SH Cable Length: Description: tdm_30A_ Average: True Vertical: �Ct L- Srnn PEC I 7 80 LZ+7 . tiW P.0 a T. Irm Me" Slant Height Meosuroment Sees tan Na: �� Feet Meter B Char. to: — a,SG 2.OH Start Tia:.300 End Tim: e• itsEnd Sam ian No: B Char. ID: Start Time: Lime: Slant Haight Meacreae Feet Meter Coale Length: 10m_30m_ Average: 20 ?7 True Yafl I' 6•�G Cable Length: IOn_30m_ Average: True Vertical: Description:TPPe.r.Fno- Doacripr;on:, ct.yr car. oar _ Prr K- MDN. MAP ZOT-1 " Slant Height Measumeent - Slant Height Measurement Session No: Feet Neter Session No: Feet Nets D Char. ID: B Char. ID: Start Time: Starr Tine: End Tine: End Time: Cable Length: tam—ion_ Average: Cable Length: IOn_30m_ Average: True Vertical: True Vertical: DISGiDti Ch: Description: Sled Height Meamament Slant Height Measurement Session Ib: Fee Meter Session No: Feet Meter 8 Char. ID: a Char. ID: Starr Time: Starr Tia: End Titre: End Time: Cable Length: IOm_30m_ Average: Coble L"th: IDm_3gm_ Average: true Vertical: True Vertical: Description: Description: 8 Char. 10: Session No: Constants: start Tion: End Tim: a Char. IM Session No: m LoBniv Start Tim: W Tim: y] � I f IJ c a J `i —C S 6 4 8 Char. 10: Session No: Ca stanow Start Tim: EM Tire: 8 Char. 10: Sass i an No: [anions: Start Tim: End Tim: 8 fhdr. I0: Session No: Comen18: start Tim: End Tim: 8 Char. 10: Session Nd: Constants: Start Tim: End Tim: A Char. 10: Session No: Comrents: Start Tim: EM Tim: 8 Char. 10: Session No: Contents: Start Tim: End Tim: r� CJ J U GT Sndex #q m RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet Project Naee:CLINT00 KE fTH (2 7. 15 Fh/Y dui ion Day:0 Survey Date: 10 -17 -OP) 4 No: Al 0254 Fe: 223bsurvey No: W51 Tw:,M-Rg: OW Sao: I Rho: Survey Party: OUFMISAUGH I Receiver Serial No: 0940292]46 Survey Unit No: Q-3 Receiver Model No:430 Antenna Serial No: Slant Height Measurement Session No: j Fact Meter 8 Char. ID: 2101\ S� Start Tine: (444 541 53 End Tine: 0rC:'63 � I.(. S' 3 Cable Length: 10m —30m_ Average: 1 3.SS True vertical: DesQ iytion: Flt DK A11_ v/ RIN Cr, Session Na: 8 Chat. ID: Start Time: End Tine: 0010 Length: Description: Slant Height Measureaent Feet Meter IOm _301_ Aver09e: True vertgoil. R wl KEy l WAL K S)R✓EYnR "A[NF7. OF ' RYYtJMA1 �F1'fk'R0' S{ Ea/c" NC ' 4' IAD3A ARM dD,2 Krf'H Lyt 19e Fes. LY OF 9CR DG NW OUAD OF AEYA d" fClUTGN KFj T -N R0 Slant Height Measurseent Session Mo: Feet Meter 8 Char. 10: Start Tine: End Tim: Coble Length: 10m _30d` Average: True Vertical: Descn Dil(na Session NO: 8 Char. ID: Start Time: End Tire: Cable Length: Description: Sba Neigirt Measurebent Feet Neter IDa_30m_ Average: True vertical: . 6457 Slant Height Meauaenent Sees lm No: Feet Meter 8 Cna�. ID: Start Time: End Thal Cable Length: 1em_30re_ Average: True vert i cc l: Description: Session No: a Chat. ID: Start Then End Tine: Cable Length: Description: Slant Height Measurment Feet Meter ! IUm _30m_rage: ",T�e Vertical: — 51 Vd Nei ghl Measurement Session N0: Feet Meter 8 Char. 10: Start Theal End Time: Cable Lang: gth: 10M—30n— Average: True Vertical: Description: Session No: 8 Char. ID: Start Tiae: End Ting: Cable Length: OeswiDtimh Slant Heignt MCOeWairervf Feet Meter 'I I0m_30o_ Average: True Vertical: 8 Chat. ID: Session No: Cments: Saari Tine: End Titre: 8 Char. To: Session No: Contents: Start Tine: End Tine: 8 Char. IDT Session No: [meanie: Start Tine: End Tine: 8 Char. ID: Session No: Coe:ents: Start Tine: End Tine: c R aTL r�'S 8 Char. ID: Session ND: Con:rents: Stmt Ilse: ETM Titre: 8 Char. ID: Session No: Cements: Start Tine: End Ties: 8 Chop ID: Session No: Lamrenta: Start Titre: End Tine: 8 Chat. ID: Session No: 'Lmrenta: Start Tim: End Tine: Ic V ayden ii RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION _ GPS Station Observation Log Sheet Project Name: m+ 9r =— Ju�l I¢an' Day: 360 Survey Dcte:/0 —z7—O9 C No: 2-02/� FIT: 223/Y Survey No: W:�T'm:L Rg: s=) Sec: b Rho: Survey Porty:RR 0 REO LA 1`CLNT KTN 3009 Receiver Serial Ho:*,5Xf1A9/64- te 5130� Survey unit Had R7�C S Receiver Model Nowa2ntenno Seriol No: Slort Height Yeam:rement Slant Height Measureaent Session HE: Feet Meter 8 Char. ID: HVA 4_93 ).503 Session No: B Char. lo: Feet Meter Start Tine: 0951 I Sot End Time: 1497 �0 Start Tine: End Tine: Coble Le:gih: 100 —30m_ Average: I. b02 Cable Length: IDm _3 m_ Averaga: I ' Desmipt ion: Fd CM sadOeX true vertirpl: o..ITC@ xPi. .. c.,.n. DesrriPtim: True vertical': pT ePIJ paWPR oF A PPRWu6 a r i'uawno V4LLe F?Med $A M -1 s, too f C,Cv eC 6 u AMvM1 S lore Height Measureaent - Slant Height Measurement SeSsi Sn No: Feet Meter Seeeipl No: Feet' Meter B Char. To: B Mar. ID: Start Tire: __ start Time: End Tire: End TWe: Cable LmgM: ICA -30b— Average: Cable La gth: Ipo_30m_ Average: True Vertical: True Vertical: Description: Description: - . x_.6437 Slant Main measurement Slant Height MBosureneni Session No: Feet Wier Session No: Feet Meter B char. 10: 8 Char. ID: Start Time: Start Time: End Tim: End Time: Cale Length: lOm _3Dm_ Average+ Cable Length: mm _3am_ Average: True Vertical: True Vertical: Description: .DeScription: I / Slant Height Neasurerent Slant Height Meas reit t Session No: Feet Meter Session No: Feet Meter B Char. ID: a Char. 10: Start ❑ire: Start Tine: End Tine: itre: End Tim:— Cable Length: 10m_Sllm_ Coble Average: Cable Length: IOm-30m_ Average: True vertical: True Vertical: Descrly lon: Desolation: Index 4:m -L 0 Char. ID: Session No:SEM Coments: Start nim: ties: 0 Char. 10: Session No: Cansmms: Start Titre: East Tine: 0 Char. ID: Session No: foments: Start Time: End Tine: 0 Char. ID: Session No: Comients: Start Tine: End Time: J- 0 Char. 10:. Session No: Consents: Start Time: End Time: N War. ID: session No: Cammnts: Start Tine: End Tim: 8 Char. Eh Session No: Consents: Start Tim: End Tim: 8 Char. ID: Session No: Contorts: Start Tiim: End Tine: U C.. J 1 X#t13 U RIVERSIDE COUNTY TRANSPORTATION DEPARTkIENT / SURVEY DIVISION GPS Station Observation Log Sheet. Project NobeeklNr*N jCt-IrAJPL.T'/S' Fili Jul ion Cant¢9 5urvey Date: (O 26 D WD No: Z D7.6 FB: 2234 Survey Np: 1,4,1—Lp:� flgt '� Sea: Ma: Survey Party: /d FtSON Receiver Serial No: y'82 L/1f26' Survey Unit N0:i-� —Z Receiver Wool No: S® 00 Antenna Serial No: Slant Height Meaeurerent Session No: / F Meter 0 Char. 10: 7 •/ 2•/7® Session Wp:r�W �3 8 Cha. 10: ?X Eight Height McMureri ,.�FFe��f¢¢ Meter l Z'IT7 Start Tins: / 6 EM Time: // .) Start Time: i 4'8 End Tine: /Z; Z`F Coale Langitl: —30m_ erode: Cable Length: 10m—30m— Avenmge: ' irue ri Feel: Deserlpt. Description: �A• / " iP True Vertical: W/NM G5 2696. DN, 04 Petz M.g Pte— 1 //✓S�FFtcr ENf � TttrtEt Slant Height Measurement Session NO: Z Feet Meter .8 Char. 1D-. 7•/'% '21177 Start Time: /0:// 9./[/ at 197' Session No: 6 8 Char. 10:NY3 Start Tine: �l 2:2 Slant Helght Measurement Feet Meter / 7-•/77 End Tine: /O73/ �� Z: H7 EM Time: U:X'0 _ C01a Length: 10n-3am_ Average: Cable Length: 10m_30m_ Average: irue V cal: Oesmi fim: FP /n IP1L Oescriptian: GOA /'s SP LS 3b 9d1 on•..Or True Vgqrrtical: //✓ML BTh/r P/„t ov.. /.MJ' Gat. GAt_ DoT Dh•�f�'Y A 6dT Siont height Measurmtant Sees ian Not3 } ter 8 Char. I0: Y?6 �eMe / 2i 77 Start Tine: /0:75 � • End Time: /D:rr Session No: 7 a Char. ID: t:K 7 Stat Tine: IZL- C7 End Title: // : / SIwt Height Meaearelrent feet Meter Z.1 77 Coale Length: 1011 _3am_ Average: Cable Length: lom_30m_ Average: rue v rHml: Desaiylion: "L w tx a- Desariprim: FO / " fP arae Veri' al: lai`Ptw-srl e. LA(/ DN //t' �6-R n—p e z/diiv is' tL Slant Height Meosuremenl Session N0: • .ESC t Meter 0 Char. IO: /•//{ 2:17% Session N0: 8 Cher. 10:4 Slant Height Measurchent Feet Meter � ,,w Z. /7% 51st iilre: Stat Tice: End Time: // End Tine: Cable Length: loll Averags: Cable Length: 10m_30m_ Average: ' ]r B Vertiyal: DesmlDflan:L• /"SP W% PL?STic DeBssrN' Pian: r0. /" LP True Vertical[ err%pGM•-C e RPS LS S'C29 F%'�Md 2//i' CltY ML o� D /O s 6u Zto Tndex 41" 9 Char. 10: Session No: Caments: , Start Time: End Tice: a Char. 10: Session No: Cormnts: start tire: End Time: - S Char. 10: Session Na: foments: Stat Titre: End Tine: II Char. IP Session No: torments: Start Tine: Eta Titre: F—fir C� 'fS E Char. 10: Session No: Cements: short Tire: End Tire: 0 Char. 10: Session Na: torments: Stmt Tim: End Titre: N Char. ID: SeeSi on NO: camenis: Start Tine: End Time: B Char. I0: Session No: Coments: Start Tine: Em Titre: U `G—N'TKZ'W 02°1909 r. I✓�dPX �k I�il .�i+LE Heigh} RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT'/'SURVEY DIVISION J Slant GPS Station Observation Log Sheet Feet Meter No: i Mei SeseiM N0: S feet Mater � j Prpj act 2tYM nit wry15 irval dui ion Day: 299 Survey Date: �O -71m-o9 Meter Meter Jant i NO No' A'L' �' Fe: 1��4' Survey No: I'Ay Twp S Rg:4va Sec: 1 Rho: 6.5[g 2.OM Survey Party: 01bWZ'"1DaY1 Receiver Serial No: 40U21oSS 5Y 6.sAv 2 C)(ITJ Survey Unit No: -�\�-' \O Receiver SCCA 24 m End Tire: 11:29 - true Vertical:_ Model No: Antenna Serial NO: Time: 2:49 Pm Deauripli M: slant Height Menaoment Slant Height Measurement Cale Lalg}h:. l0m_30]gm_pverage: J Session No: I feet Met e-6 2. Cao session No: Feet Met -2.occ) It Char. I0: YSZ a char. 1D: To. 57A vl: P4iealr n LS ec}q Start Idle: a9.'M AM start Lime: /0.•112 AM / S ts29 � Eno lime: (b9:S6 pJn End line: /b: 31 AM Ceble Lengttl:. 10m_30m_ Average: Cable Length: 10m_30m_ Average: Vartica l: -W Description: FO 1'I IP 1d/lYAS PLIK LS5419 FL Irue Yertleali Description: R1 1111P w, RAS PLU0. LS Sr19 R Slant Height M¢WVremnl SI011:11eighl Measurement // Possim No: 3 FBBf Motor _ Sessipl No: 4 Feet Meter. • 1, a char. 10: Ll 7. q;hu 2.1 1 B Char. to: Y38 7. VSY : 727Z. JJ Start llna: IQ:SY A4 5,1ari Tire:, II:oi Aq End Time: /O+SA AA End Tire: ❑ r93 Ai _ Cable Length: 10m_3gm_ Average: Cable Length: IDm_30m_ Average: true Vertical: Tme Vertical; ' Description: FO l"7P U/PATPLW LS5519 GL• Rgggripe1l'I m: FO /•IP N�PfA FY S5 9 4Y 92396 4 N 7 Heigh} NeoMeterent J Slant M. Feet Meter No: i Mei SeseiM N0: S feet Mater session Fee} Meter Meter Jant i B art T 10:� Start Tire: I 6.5[g 2.OM B Chat. m: IT: start line: 6.sAv 2 C)(ITJ 24 m End Tire: 11:29 - true Vertical:_ Time: 2:49 Pm Deauripli M: Cale Lalg}h:. l0m_30]gm_pverage: Cab CaUIe Length: lOn_3gm_Average: Descripti M: Flt fp IP wPLAVS vl: P4iealr n LS ec}q Oesvip1r M: I IP w�¢flueLAvo[,S plul: s La / S ts29 � Jf Slant Height Meaenrentl Slant Memarmort Feet Meter No: i Mei No: feet- ,f Meter Session No; e Char. ID: 93S 7. YS4 1,T"77, 8 art. Start 1 PP1� a _ Time: m!a 1 7 I End Time:_�,Jb � EndStartT End iiae: —_ - Cable Le1pM: l0m_30Y_ Average: Cable L"th: 10m_30m_ Average: Vue Vertical: - true Vertical:_ Description: f0I"IP t�Plna pw4 1 C CC29 FL} Deauripli M: lnacx #!6 0 e mm, ID: Sass lm No: Comsnts: Start End I Ti se: Tim: a Char. SID: Session No: Laments: Start Time: End Tim: a Char. ID: Session No: LaIWTIfs: Start End Time: Tine: a Char. ID: Session No: Constants: Start rare: End Tine: e Char. ID: Seas lM No: Contents; Stat End Time: TIn: a Char. ID: Session No: Contents: Start Titre: End rim: a Char. ID: Sass ion No: Contents: Stat End Titre: Time: B Cnor. ID: Session No: Laments: Start Time: . End Tine: 0 / T51c-2, 6) RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet Project Name:CurrvoHycxr-mag FR ISI,,�FN/S��:: Tow- j.lion Uay DY=4 Survey Date: MD Nb:NS- 07.L'} FB: ZZ3d Surv¢y Na:�Lrva,S Fig: 9'ul Sec: I Rho: Survey Party: Receiver Serial NO:3415S930 Survey Unit No: \Za L8 Receiver Modal No: 596i'o Anternp Serial No: Slant Height Neawrement Nc: Feet Meta 8 Char. Stat ri:re: End rine: Cable Length: l0m— Average: rue vertical: V Slant Height Measurement Session No: 3 Feet When 8 Char. ID: 440 65(DZ,O Start Titre: \033 1 The Time: \056 —4— T Table Levin: IOm _30m_ Average: 2.0 True Vermacl: (2sG7i _F $ESS)Tcv/Z pt%c V Slant Height Measurement Secs ion NO: \ Feet Neter B Char. ID: S.D Stat Tine: ® GO B Cha. ID: End rime: O o359 7.35 2.2si0 Cobla Length: 10m _30m_ AVW093Z - 2•D Cable Lengths 10m _30m_ Average: 2.250 o true Vortical: 1.3s2 Oesaiptim: IIP V�PIR.S 9 L, 5529 True Vertical:. G�Sfai- Description:rm i \P v� PLwS Pwb L.5 ar92A Gs.. zn i" Can- gl 93. 5 e F w w l'rblJ V_FT+n VS YSiL Pm 210 14-15 - True vertical: oescrlptlan: 2..0 True Vertical: 9 Slant Height Measurement— Sesalcn No! 2 Feet Neter e Char. ID: 6XG 2.0 Start riex:_.. ADDS End Tine: Coale Length: tOtn _3am_ Average: x•� \rue ve ncDl: 6.56z Desaipti m: 319 l�P'�e\S 51A6 l5 SS3q Ft_g1' PnFcel COywY LA' Y OW M\S Fw4 SeUK a"D OV9 tL p Ct_Atato:+ 3 P'+i\ `2➢ 461E Pm 21a I'b• IS Slant Height Neasurement- Session Ho: le6 2q Feet Meter x+•56 21.0� 8 Cha. 10: Stat Tirl 10 +_ � End Tine: \" (p I Coble Length: l0m_3Dm_ Average: 2•D - True Vertical: P..562 �_..__. _....... \' No v-, owe ae� :_C Slant Height Neawrement Nc: Feet Meta 8 Char. Stat ri:re: End rine: Cable Length: l0m— Average: rue vertical: V Slant Height Measurement Session No: 3 Feet When 8 Char. ID: 440 65(DZ,O Start Titre: \033 1 The Time: \056 —4— T Table Levin: IOm _30m_ Average: 2.0 True Vermacl: (2sG7i _F $ESS)Tcv/Z pt%c V Slant Height Slant Height Measwenent Session No: J 6 Slant Height Neawrevent Session No: Feet Neiv e Char. To 459 Ilse 2.250 B Cha. ID: Start Tim: SEndtd 7.35 2.2si0 rine: \2 ILo"9 Cable Lengths 10m _30m_ Average: 2.250 o true Vortical: 1.3s2 Oesaiptim: IIP V�PIR.S 9 L, 5529 End Tim: Fl. I w PL 4-' f.PZF R�. PS W D w't-Y y H o9 oom IS 9vrtM LtY 04 fH Cable Length: NTq .SB' w't_Y OF W'�YUP1 �R 17 75 A5 y \� _vyiq' Slant Height Neawrement Nc: Feet Meta 8 Char. Stat ri:re: End rine: Cable Length: l0m— Average: rue vertical: V Slant Height Measurement Session No: 3 Feet When 8 Char. ID: 440 65(DZ,O Start Titre: \033 1 The Time: \056 —4— T Table Levin: IOm _30m_ Average: 2.0 True Vermacl: (2sG7i _F $ESS)Tcv/Z pt%c V Slant Height Slant Height Measwenent Session No: S feet Meter B Cha. ID: 439 7.35 2.2si0 Start Tim: ILo"9 1 1 End Tim: 1214 ------ 1 _End'Tim: Cable Length: lOm_30m_ Average: 2.250 - True vertical: oescrlptlan: 2..0 True Vertical: 9 SE$sFBµ q, 90� Gso, V Slant Height Measurement Seeei Cn Ha: Feet Meter 8 Char. ID: hs9 6.Sb 2.0 Start tine:1s I End tine: 3Nldp Cable Length: 10m_30m_ Average: 2..0 True Vertical: 6 Sb Description: Tr, dux 414 8 Char. IN: Session No: GameMs: FD FL 1N. 93k B ° �P -C Start Titre: 1 321 End Time: W PLeS QT.No,%5.59zIi5 t ZC Y v Ib o 8 Char. 10. Session No: Coments: RaPo q start Tire: Elm tis: "Y wp N6a>/ W M%0 01 ".ly ntdP a 8 Cho'. 10: SessionNo: Laments: Start Time: EndTitre: a Char. 10: SessionNa: Commnts: Start Tide: EM Time: 0 Char. ID: SessionNa: Currents: Stvt Tine: End Tine: B Char. ID: Session No: Coments: Start Time: End Tire: 8 Char. 10: Session No: Ouments: Start Tire: End Tis: 8 Char. 10: Session No: 'Coments: Start lime: End lime: 0 `C) f' Zndek*19 L'apzL RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT /'SURVEY GPS Station Observation Log DIVISION Sheet Project Name: 0—L1NT0pe 961TW fW Pz Z IS FV YJUI ion Day: S" Survey Data: \a"Z�G"gyat WD NOAp t oZG4 FB: 12294Survey No: 6457 TvpF3 Rg:q'� Sec: Aho: Survey Party: S'^M, olzmr u wh. Receiver Serial No:'naR155NaB Survey Unit No: i C"$ RD<¢Iver Madel No: rJS>� Antenna Serial No: Slant Height MeasureroM Sass iNa: 8 FFest Meter nt e Char. 10: Al (.:Ce4 21.0 Start Tine: %334 T End Tine: Coals Length: IOm—JOe_ Average: Z ° ' True verflcol: Oescription:FD \�1DA 6.— L.. LS Session No: 8 Char. 10: 47,4 End TinStart e IT G Cable Length: IOm _lOm_ Description: Slant Height Measurenent Feet Meter 1,;0 2.1So Average: - 1_l250 True vertiw l: 'IllOZ 5N1W F� iN PC 4 Ck'vC' VT2] 3' LW Vvp o�v` urn o:- Tti 6'�V �1C�eT A aG 56551DN 8 Fort, l)65c. ia ry P OFp'SNS 1Nz CFZC 'e.O PJ6M1y1PY Session No: B Char. IU: Stmt Time:_ End Tine: Cable Length: DGSV iPtiw: Slant Height Measurement Feet Meter tom -30m_ Average: True Vertical: : 101t [DncNptiw: :-��-'F Slant Height Measurement Feet Metz Average: True Vertical: S - 6 A 7 Session Na: 8 Char. 10: Start Tine: End Tine: Cable Length: Description: Slant Height Measurement Feet Meter 10M3001 Average: True Vertical: Session No: 8 Char. 10: Start Ties: End Tlae: Cable Length: t0m_3cm_ _ Description: Slant Height Measurement Fee Mater Average: True vert l cal: Seaelon No: 8 Char. ID: Start Time: End Title: Cable Length: Description: Slant Height Measurement Feet Meter IDm_30m_ Average: True Vertical: Session No: 8 Char. 10: Start Titre: End Tine: Cable Length: Ron -30m_ DBBPipti= Slant Height Measurment Feet Meter _ Average: True Vertical: index � 7� 8 Char. 10: Session No: CCIeNnts: start Tim: End Tim: a char. 10: Session No: Co eats: start lime: End Time: 0 Char. 10: Session Na: Comments: Start Tise: End Time: 8 Char. ID: Session Nd: Comments: Start Tine: End Time: 3 6 45 17 8 (lar. lo: _ Seca ion No: - tomenta: start ii=: End Tim: 9 Char. ID: Sass ion No: ComentS Start Titre: End Tine: 8 Char. ID: Sassi on No: Com ants: Start Titre: End Tions: 8 Char. 10: Session No: Camrents: . Start Titre: End Time: �1 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet Project Name:CL"TVNP rm /Z-15- ,e,.'y dui Inn Day: 244a9 Survey Date:/0-Z6-01 NO 110A20 Z6�1I4k Fill l 7"4' Survey No: 6457 Tw:7ZRg:3W Sec:�Rebl Survey Party gil-mel CCLNTKTy Zg40q) Receiver Serial Ni14816 C Survey unit No: K Receiver Model No: X,—"Les800pntema Serial No:— Slant Height MaVarement SeaSim NO:1 Feet Meter 8 Char. 10: LVP SH ^L I. 548 Start Tina: 0905 I 79TO End Tine: 14o 1 . S4g Cable Leal 1am_]am_ Average: I_SaA True Vertical: Deewrotian: FaQ eN1sL20 x' bm TC 0 aer (� RR kT gW adRu60. nP APMKY aofl9 Teu a Session An 8 That. 10: Start Tine: End Tian: Cable Lmgtn: Deecriotlow Slant Height MeaeWeaMt Feet Meter laa_SCm_ Average: - True vert l w l': ad El R W Fee HRS-Is�lep'n1E'sy ,FT'IG, hE a a HA a Session Ho: 8 mor. 1D: Start Tice: End Thal Cable LwgM: Description: Slant Height MHosxemnt Feet Meter 10M -30m— Average: True Vertica L' Session No: B Cnar. ID: Start Tiae: End Tine: Cable Length: Description:. Slant Height Measureaent Feet Meter 10m_30m— Average: True Vertical: a 6457. -82234 Session No: 8 Char. ID: Start TIM! EM Tim: Cable Lengi Description: Slant Height liamurment Feet Meter 10m_l0m_ Average: True Vertical: Session Ha: 0 Claw. ID: Start fine: End Tine: Coble Lenglh: Description: SIRM Height Neawrevent Feet Neter _ Ill Average: - True vertical: Session No: 8 Cha. ID: Start Tions: End Tine: Cable Length: Description: Slant Height mosurelMnt Feet Meter 10m_30m_ Average: True vertical: Session No: 8 CMT. ID: Start Time: End Timer: Cable Length: Description: Slat Height Neasureaent Feet Meter Ign_30o_ Average: True Vertical: IT, din #z� CJ U 8 Char. 10: Session No: Comments: Start TIM; End Tine: a Char. I0: Session No: Canmants: Start Titre: End Time: 0 Char. 10: Session No: foments: Start Tine: End Titre: a Char. ID: Session No: Comments: Stat Tine: .End Tine: l ^ ' 8 Char. ID: Session No: Com ants: Stat Titre: End Tine: 8 Char. 10: Session No: Cca ants: Start Time: End Time: 8 Char. ID: Session No: Cements: stat Titre: End! Tine: D Cha. 10: Sass im No: Coarents: Start Titre: ErA Tine: CJ U CJ 7nden # Z3 p RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION ,�ll II GPS Station Observation Log Sheet ��� Project Hae: U J/ 60 Son% I Jul im Day; 2 - Survey nate: wDNa:Ad-O;Z6VFB; '6234Savoy WSW 57 bq:Z�y Rg: rOSee: 2& -Rho; Survey Party: I Receiver Serial No: Z7rJG Survey unit N0: P-2 Receiver Madel No: %8am Antenna Serial No: ! - Slant Height Measurement Slat Height Measareirent Sessi Na: i0a1 MB}N SBBBiM Na: Feet r Mater 8 Char- 10 MI T 8 Cha. 10: Start Time: a, '!'S Start Tine: Cnd Tine: End Time: Cable Lengin: l—30d— Average: Cable Length: We -30m_ Average: True Vertical: - True Verticol: Desa�',ption: fG P aVRw. rn. .CNe Desa lotion: 6G F' PoUllo ..J St bEW<LK �a SM'LY of EPof NWIT CAW PET' ARTA 4 Ut,01rev, Kjbr# Slant Height Measaludent Slant Height McSoredant Session No: feet Meter SBseion No: Feet Meier Bihar. IDI 8 Cher. ID: Start Tel Start Tine: End Titre: - End Titre: Cable Length: Soil Average: Cable Length: IpB_30m_ Average: True Vertical: True Vefl i Ca l: Descr i pttml Descr i p f lm: . F 7. Slant Height Measweaent SImV Height Measuwevent Session Hol Feel Meier Session No: Feet Meter 8 Char. ID: 8 Char. lo: Start Time: Start Titre: End Titre: End Ting: Cable Length: 10m —30m_ Average: Cable Length: 11hr m_ Average: True vertical: True Vertical: osewiptim: oescrioflonl Slant Height Mepsuretenf SI end Heigh MepswelreM Session No: Feet Meter Sessi an No: Feet Meter 8 Char. lo: 8 Char. lo: Start Timer dart Titre: Do Time: End Time: _ Cable Length) 10ni_IDm_ Average: Cab le Length: lam_30m_ Average: True Verticol: True Portiwl: Desaiptim: Description: U 'J , a Char. ID: Session NO: Cements: Start lima: End Tim: a Char. ID: SessionNO: Cements: Start lint Em Ti R: D Char. ID: Session Na: Consents: Start Time: End Tisa: 6 Char. ID: Session Nd: Contents: Start Time: End Tine: e char. ID: Session No: Contents: Start Tine: End Tim: a Char. 10: Session No: Cements: Stan Tides End Titre: 6 Char. ID: Session NO: Laments: Start Tide: EM Tins: 6 Char. ID: Session No: Contents: Start Tine: End Time: U 'J , 9 J T,J,x #-z5 : RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT/SURVEY DIVISION GPS Station Observation Log Sheet Proi eat Name:C L/NTON ' S- .i Julian Day: Survey Date: WD No: Z,OT4 vs..! -n Survey No:" �5 7 TV:Z Rg:Y—W See: _L Rho: Survey Party: �.VFLd'mN Receiver Serial No: W%6 0Z/0 Survey Unit No: - 9 Receiver Motel xo: Sf/dd Antenna Serim No: Slant Heigh} Measurement / Slant Height Mewuranen} Session Na: FeetMeter O Cha. 10: 4� 2.e e Star} Tine: i .rb . e o Sees l an am Lee} Meta. B Char. ID: 7. Y.1' 2.'J_7) Stat Time: /Z:S7 End Tim: // : OA Eno Tire: / : /3 _ Cable Length: 101_307_ Average: Coble Length: 10W _307_ Average: irue V 11001: true Verti al: Oescr lotion: 7 ..✓ A -/A. TA Cesar tion; W ML LS 3 6 B 0 • ± 9& ZX Lt.? nm./r FR/N65 ' GUNfin K rH RID ax M49 -oil 8- S Slant Nei Measurement Sl an} Nei MeasWamnt Session No: Z Fe Meter Sesslon Na� Meta 9 Cha. Ili:.-.z�=� zq n0 a Char. ID: Z72 2.00 Start live:_ /t • i"L Star} Timer: /T, -CL End lime: End Ties: Cable Length: —30m_ Average: Cable Length: Av e: •• True Va}ical: Truatical: TH.,iPtiol: l W _E / - Des lot ' .T W es toE'V 2i 9 b) N ONd/1 A 1T` PO ,ivT� Slant Height Measurement .rte 1N.�OON.(}P�o9� W'u� IWV/grt% Slant Heigh} MeasurelmM $Cg5ig1 qa: Feel Meter 5¢951On Na: 7 Feet Meter B Cha. ID: 270 -� Z.00 0 Cha. 10: t 4 �� z, 2.77 Stat Tine: //:•Y2 Start Tire: I : ZS 71 Y.r z.ZO7 End Time: 12:/ Lp End Tine: 7; 05" _ Cable Length: lgm-30M_ Average: Lcble Length: TOM _307_ Average: U¢ vertical: TN¢ Va}idol: Desai}ion: Fn. I"S� w/ .t/c nTs- De5eriatim: /'•z� w/..a,,.arr✓. -1-'/6Y L...SI. 733 LS J6 t0 /^ 700,i• isGJSdy O S r N GL/ ON 9 ✓ w cl Slant Height Measurement w "g V" l"'F S alit Height MehMeterM} 1 G 8 Chir. NT. T Feel Meier 0 char. `/-l2'] / Seeeir. ND: Fal Meter Start TimB: 1'1-:20 7. V�f 2 z'/ I TIM: B aror. 10: Start S}d! Ent Time: - 12; 7S End Tim:— im: Cable Length: 10n _30m_ Average: U51 a Lin Cable Length: IOn _307_ Average: rue V 5 icgl• W/N /LrT� True Vertical: OesalIon: L y DeDesorption:2 LS 7?S'/ L✓S N/ Psw, P 2/9 S- r7 e Cnar. m: Session Na: Comments: Start End Tim z line: 8 Clwr. lo: Sass; an No: Courants: Start rare: End lin: 8 Char. lo: Sass Ion No: Ccod is: Start End Tim: Tim: 8 Char. I8: Session N0: Caments: Start Tim: End Tine: 645 Zi F 8 Char. lo: Sass ion Na: Cements: Start End arm: Titre: 8 Char. 10: Session No: Convents: Start Time: End Tim: 8 Char. 18: $eaelal N0: Contends! Start End Tim: Tim: 8 Char. 10: Session No: Laments: Start Tina: End Tim: �u Index#Z7 � RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY. DIVISION GPS Station Observation Log Sheet Project Nam: CLyNTD✓ A 6f f f LIS' Jul ion Day:29s Survey Date: HB 140: !rOLb`/ FB: ZZ34'Sirvey No: 4ek5? TMy:Z Rg:�- :Fran Survey Party: brNRRES, SM/TH Receiver Serial No: S—Z-6 Survey Unit No! Q—iZ Receiver Model No: Sb'O0 Antenna Serial Ma: SIm1 Height mosurenent Session Had 3 Feet r/ Meter e Char. 10: H53 7./dT �,l XZM Start Time: 12rH; 7. 0A End Tine: /3:1ar 744• Cable Length: IDm—lam_ Average: JSlant Height Measufemtnt Slant Height Measurement V Slant Height Measurement e LTB. 10: ySS 7.A Z.f�'ZM Session Feet Meter Sescon Na: S Feet Neter EM e: Tir N0: / Cable Length: IDm_30e_ Average: tree Yertico 1; . Cable Length: TOM —30m— d Char- 10: YSS .. Slant Might Mecourenent Fast Meter _ IOm-3_ Average: 0m True Verticol: /.V71i A a Char. ID: HSY b. /b /•Y7;/ Start Tim: t Ti: Stmt lime: 13�3 EndStart Fi mn— ;1 YY S. A6' End JV1045_ Cable Length: 10m_30m_ Average: Cable Le:gli: lOm_30m_ Average: SIm1 Height mosurenent Session Had 3 Feet r/ Meter e Char. 10: H53 7./dT �,l XZM Start Time: 12rH; 7. 0A End Tine: /3:1ar 744• Cable Length: IDm—lam_ Average: JSlant Height Measufemtnt Slat Height MCOsu,ment /Slant Sessim Ib: Z Feet Meter Seesioh NO: Feet Meter Feet - e LTB. 10: ySS 7.A Z.f�'ZM H Chat. 10: 8 Char. lo: Start Titre: J2; I 7 $tort Time: End Tine: EM e: Tir Cable Length: 10m _Jam_ Average: Cable Length: IDm_30e_ Average: tree Yertico 1; True Vert lml: SIm1 Height mosurenent Session Had 3 Feet r/ Meter e Char. 10: H53 7./dT �,l XZM Start Time: 12rH; 7. 0A End Tine: /3:1ar 744• Cable Length: IDm—lam_ Average: JSlant Height rent Measuem Seas lm No: > Feet - Mate - Session No: B Char. ID: Start That: End Tim: Cable Lane%: Description: 8 Char. lo: Is 57 3 M Start Tine: li!17 End Time: Cable Length: TOM —30m— Average: Slant Might Mecourenent Fast Meter _ IOm-3_ Average: 0m True Verticol: Session No: B Char. ID: Start That: End Tim: Cable Lane%: Description: Slant Height MBasurenent Feet Meter IOm_30m_ Average: True vertical: Session Na: B Char. 10: Start Tine: End Tine: Cable Leath: Description: Slant Might Mecourenent Fast Meter _ IOm-3_ Average: 0m True Verticol: J �dex #2q, 8 CMr. ID: Session No: J Coments: start Tic: End Tic: 8 Char. ID: Sass ion Nd: CCm anis: Start TIM: End Tine: 8 Char. le: Session No: Consents: Start Time: End Tic: 8 Char. ID: Session No: Consents: start Titre: End Tine: Fga2-39 8 Chir. ED: Session No: - Cammnts: Stan Tic: End Titre: 8 Cha, lo: session No: Coanenis: start IMe: End Tic: B Char. ID: Session No: Commnts: Start Tim: End Tic: 8 Char. ID: Sass ion No: Convents: Start Tine: End Tic: J U rr,\y;, N, G,"-rv7k 020.50D1 w �:/{3aX#29 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet Project Naga: G -AT -rare Y-,61TU(IZ 15 FV '/ Julianpay:?As Survey pote:1o. Oq ND NaA61 7-64 F8: 223m- Survey No: 64> Tw:2 Rg: 4W Sec: l Rho: Survey Party: Recolver"Serial No: �34"15553ou Survey Unit No: Receiver Mone: No: Sem Antenna Serial NO: JSlant Session No: ] 8 Char. 10:a� Height Measurenen FTO War •5b S, 0 VSlot 7ihiiori No: 2' B Char. ID: Height Measurement Feet Meter `1.30 2.2So 8 Char. Ip:_ •S6 '1.0 11): STim:O6 c ham— Start Tine: 2.750 Start Time: LMTi� Cable Length: 10M -30e— y 0escri Dtion:FO \�%411P Average; 2.0 Trye vertical: SG2 W\ NL.T TBe L% LAS, End Time: Cable Length: Description:1083 \\39 TOM —30m— T Average: 1.382 True Vertical. \L ']3v. O PT nr,-r WHTpH P£o SESS%QN I lroti 965E Slant Might Measurement. Sees tan Ng: 3 Feet Meter 8 Char. Ip:_ •S6 '1.0 11): 8 Char. Ian ham— Ills 2.750 Start Time: \\h3 Verticol: 7- De¢criplRan:Fo 1°\P W\ S 9wc, ts. EM Tine: \L 5524 FL 1 •Ly '(1\t? C_\. nTOry K6 FT!\ YLO NtWaN 5410th b5 ,Cable Length; lm -30m— Average: Slant Heiso ght Meosururent— J' Sessian Nc: Feet Meter =� Slant Height Measwemt session No: 4 Feet Meter e CMP IO: fiats6.56 Z•D Start : 15 EM Timt Ti - IZ35 Cable Length: Idn_30m_ Average: True vertical; :a $fe% o_escriptian: 8 Char. Ip:_ •S6 '1.0 11): FD0.-DESS. Start 1'LA'S End Tine: \313 Cable Length: lOm_3gm_AvWaee: Verticol: 7- De¢criplRan:Fo 1°\P W\ S 9wc, ts. $Sb4 Fl NE'LY @UPD INT CLI~ 5524 FL 1 •Ly '(1\t? C_\. nTOry K6 FT!\ YLO NtWaN 5410th b5 W 56T GQG•rC RO P,T N Ly g.JT e.&• J' Slant Height Meo¢werent =� Slant Height Measwemt session No: 4 Feet Meter e CMP IO: fiats6.56 Z•D Start : 15 EM Timt Ti - IZ35 Cable Length: Idn_30m_ Average: True vertical; :a $fe% o_escriptian: Sees i¢n Np: F¢¢1 M¢1g FD0.-DESS. e Char. 10: 1.38 2n2so Start Time: EndTitle: T Cable Length: Tom _]am_ Average: 2,250 Coal true Verii cal: '1.3b'` oesc (Doan: FO ]'tP W\P1.F^5 5524 FL 1 •Ly '(1\t? C_\. nTOry $ FCrt. DiSG• V.E:SH (ifl 3W f E Ly 01% Pill µTOµ M.fi\tK 2O gL•LL ar1EN SPM. _n0 wesT Fasw.2 Pal =� Slant Height Measwemt session No: 4 Feet Meter e CMP IO: fiats6.56 Z•D Start : 15 EM Timt Ti - IZ35 Cable Length: Idn_30m_ Average: True vertical; :a $fe% o_escriptian: Ei£P 5L;55 Wli 3 FD0.-DESS. Slant Height Measurement Session Na: La Feet Meter a char. to: h 1,38 2,250 Start Tisa: 1311 1 EM Tine: "6151 T i Cable Length: l0al_30m_ Average: x•250 True Vert l eo l::?t_ Desalati an: _ OSF 5&5510N $ FCrt. DiSG• session NO: 8 Char. lo: Start Ti®: EM Tine: Coble Length: I0a_30a— Desaripfi0n: Slant Height Measurement Flet Meter .b I Average: True Verilcul: Thdm #kvo 0 Char. ID: Session Nca Contents: Start Tim: End Tim: 0 Char. ID: Session No: Convents: Start Tim: End Tim: 0 Char.. ID: Session No: Constants: stmt Tim: End Tim: 0 Char. 10: Session No: Contents: Stmt Tim: End Tim: 0 ohm. 10 Session No:� Contents: start Tim: ' End Tim: 0 Char. ED: session No: cr nts: Start Tim: End Tim: 0 Char. 10: Session No: Contents: Start Tim: End Tim: 0 Char. ID: Session No: Convents: Start Tim: End Tim: J L) it, dux # 31 & RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / 1URVEY DIVISION GPS Station Observation Log Sheet Project Note: VD Ho:4L-026 �"vfNTD✓ ry Q /6Fe✓y Julia: Day:X9S Strvey, Date: j0L;1;C,T TB: 22** Survey No: 104707 7wp:7i Rg:yN W5ed 16 Rho: Survey Party: L/N.*RB Imo. Sm i rw , CGG {— Receiver Serial No: 2796 Survey unit No: Receiver Model No: Antenna Serial No: Slant Halght Measurement / Slant Height Measurement Session Na: Feet Meter 8 Char. ID: Vie/S�/4/4 /- S b–/ Start Time: 09 �{ /• S69 Seaman No: 8 Cher. ID: Start Time: Feet Meter Ene i1me: J� /196,15 End Tine: Cable Length: IM -30m— Average: Cable Length: IOM -30m_ Average: Description: �. O.C. NL ;irtlyal: Tr, MQ. Description: True': ue vertical WASge In TODy6 eg u. ,./Lys 3 yd ere/ pp ANT. AQ 16 . rA C .vYev /GEi t;i /" Slant Height Measurenent Slant Height masurenent Sessim Not Feet Meter Session No: Feet Meta 8.Cnor. 10: 8LMr. ID: Stat Titre: Start Titre: End Titre: - End Titre: Cable Length: 10m_IOm_ Average: Cable Length Intl AVXCge: True vertical: True Vertach Description: Description: - Slant Height Measurement Slant Height Measurement Session No: Fee Meter Session Na: _ Feet Meter 8 Cha. ID: a Chan. ID: Start Titre: Start Tills: End Tine: 'End Tim: M— Coble Length: 113m30b Average: Cable Length: 1M -30m— Average: TrW vertical: True vertical: Description: Description: Slwt Height Measurement Slant Height MeastP&Rnt Session Rog Feet Meter Session Na Feet Meter 8 Char. 1D: a Char. IIn Start Time: Start Titre: End Titre: End Tine: Cable Length: IOM -30m— Average: Cable Length: IOm_3pe_ Average: True Vertical: True vertical: DesW iption: Desaiptian: Tn�ex #3Z 8 Char. ID: Session No: CGIIR]ats: Stat Time: End Tire: B Char. ID: Session No: C4a16Ms: Stmt Titre: End Titre: B Char. 10: Session No: Laments: Start Tine: End Tim: B Char. ID: Session No: Cmmenis: Start Tins: End litre: B Char. ID: Ssssion No: Cements: Start Tine: End Tine: I 8 Char. 10: Session Na: Coments: Start Titre: End Tine: B Char. ID: Session No: foments: Start Tins: EM Tim: 8 Char, ID: Session No: Com ants: Stat hire: End Tine: 1/ I/ldex :# 33 & RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / G'//PS Station Observation Log SURVEY DIVISION Sheet Name: Project Na: Ct A T ti�V—__drw. /%IS dulirn Day: 21I95 Survey Dote: /0 'Z2—"9 0Na:A2oz&4A FB: n9, S"SWvey NO: IJ*67 Twp:Z Rq:�1ISea: -6- Rho: Survey Perty:A RRe0LA A9aai.+:a:de) Rece I ver Ser Mal Nog 516148164 Survey unit No: Ql CS Receiver Madel No:iEgl Bao Antenna Serial No: I Slant Height MeaaureRent Session Had Feet Neter e Ch. 10: 9 S./z Chan. MVPZ Start Ti?a: /0"57- End Time: 14:1 S S.lL Cable Length: Idol Average: „ true Verti2al: oeycrpum:F:«En'1[d��ry aeace ar ..oy r sW a as a ee6a erat Session W: 8 Char. 10: S1T1 Tiae: End Ttne: Cable Length: IDM—ado_ oeserlMmn: Slant might Neawreaent Feet Meter Average: True Verticol: Ve eer MsieuiIc, E --/CH `cats Fe NaE a` �� 2 leaot Qft ePy eR ' Session No: .B.Chan. I0: Start Tine:_ End Tine: Cob I Length: DescrlpHan: Slant Height Measureaent Feet Meter IOm _30m_ Average: True vertical: Session No: 8 Char. ID: Start Tine: End Tire: Cable Length: Idn_30m_ Dealer i pt i an:. Slant Height Mejs:reaent Feet Meter Average: True vertical: F R7 2 3 9_ �A5 ].r7 Sees ion Na: a Cher. 10: Start Time: End Tine: Cable Length: DeaCriDfian: - Slant Height MBWUreel Feet Meter 10m _30m_ AvwcW; True Vertical: Sesei an No: B Char. ID: Start Tlms: End Ti rte: Cable Length: IOm_3pm_ Description: Slant Height Wasurment Feet Meter Average: True Vertical: Elysian Nca 8 Char. 10: Start Time: End Tine: Cable Length: Description: Slant Height Measureaent Feet Meter Ids _308` AvemW: True Vertical: Session No: 8 Chun. ID: Stunt Tial: End Tfms: Cable Length: IOm_30m_ Description: Slant Height Moca repent Feet Meter Average: True Vertical: TE,AOA # 3Ll e Char. 10: Session No: torments: start End Tim: line: a mm. iD: Session NO: Comrents: Start rare: EM Line: B Char. ID: Session Nod Cmments: Start End hire: Tim: a Char. ID: Sees ion NO: Cements: Start Tine: End Tim: F922-3 e Cinch. ID:. Session No: Casements; start End Titre: Tine: a Char. ID: Session No: [amens: start Tice: EM Tine: F R2 J 4 3e e Char. ID: Session No: Comm nis: Stan rime: EM Tine: a Crwr. ID: session Na: Cor renis: Stmt Tice: End Tine: t j !A,J ex4#-s35 0 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION _ Station Observation Log Sheet I,GPS Project Name:C�1N ,j 41T - Julian Day: Survey Data:/o'21-01 WO NO: 6'0U4' i0: Z2�14_ Survey No: LA'7 Tpf!�Pg:� See:/ Survey %tty:i Fl eoCA CLN)i1c7R 294041 Receiver Serial No:4 fl 2.619 S26 Survey Unit 11w „ Z- C Z Receiver Model No: li�6 Antenna Serial No: qq Slant Height MeaMfeeeNSlant Session Na:.—i_ Feet Ne2,.-er Chat. e Ch. 1D: 4Z ( $yL Height Ams.lrenent Session No: z' Feet' Meter a gear. 1c: Oat 1_461 Z, 274. Start Time: also Start Time: /a22 1,4;1 2.Lv4 End Tine: 101 S Coble Length: 10m -30m_ Average, 2.- End Time: 11 3S 9.4M, L, Z74 Coale Length: ICM -30M-7, w Z -Z74 `9 1 True Verti ml: Oeserlpifana''y In �P u+)^LS5429 P(.ury true VeriiS I: Oesariplioni $ehSF Sa'UraN 9 1. FL45M 7_ eF § AAW ur.11c R.s. 2 A00 5 0.90 O 2i4m a� TCTxsrpx Slant Height Measurement session No -Feet Meter B -Char. I0:406 .946/ Z.2.TF Start Them: ono 7.46/ e.z74- EM Time: 1210 7.46f. 2 274 _ ,i Slant Height Measwenent Session No: `T- Feet k. Meter 0 Char. 1D: L 562 2,.v start Tima:I ZIS End Time: 1232 Cab le Lengt :: Iare _3am_ Average, 2.L7'F' Cable Length: 10m -30m_ Average: Z^^ true Vertical: uceea loran:�.�4"z4"5.,,,r.C.aTrvpw3 21w true Vortical: pebcrlptlan:, S� Sc SimN#5 Fel -� F.R'RIM amir . p�. <1N,AHU J7 Fr_u SA W/hfN i5 P!N 2234 _386457 Slant Height Measureeent Seselan No: r Fat Meta e tear. ID: los L,SGZ Z.. Start Tine: 1245 $land Height Measuresent Sesilan No! 6 'Feet Meter 8Char. 10: 455 i. 461 Z.z74 Start Ting: DLS 7.¢6/ 2Z—L7� EM Tine: iSW End Time: 1145 7. 411yr i,L14 - Cable Length: 10m _300— Average, Cable Length: IOM -30i Average: irve V flcal: oescnpllm:F.� / 1+'s> u "o it O.re Pdur, True Vatipal: Nesenotlan: 5 1 56ssio Ne'S AT 4Me NwLv nm•.drt o4 A6�rnu cua,x �W L� snz .c C112vapN 5..,s STA Tip". Slant Might Measurement Slant Height MeasurfiNnt Seas ion No: Feet Meter Session No: Feet Meier 8 Char. 1D:M Mar. 10: Start Tine: Stat Time: _ End Thm:— End Tions: Coble Length: leen—]Om_ Average: Coble Length: 10m -30m— Average: True Vertical: True Vertical: o09ef ipliM: DI )Taace 40634dJzr D- esc,fiptiom %0cn. P4nSedn,.rT _ T 5 7NL6 ,aly-0 407.20¢N n 1 PM Ie4/91 F V 4 124'Iz9,` )ae2 - p:arp g I Low 0157. = N07. 28y ,4 3y+rzr lqs 12E- Of Sr. .356. IS .4 Tnden #36 B Cher. ID: '- Session No: Laments: Start End Tim: Tim: a Cher. io: Session No: Laments: Start Tim: End line: 8 Caw. ID: Session N(a Coments: Start End Tine: Ting: 0 Char. 10: Session No: Comrenis: Start Litre: EM Tine: F ® 9 7 . 8 fhw. 10: Session No: - Comei Start End Tim: Time: 8 Cha. ID: Session No: Ca1Rnty Start Titre: End Tim: B Char. ID: Session No: Cowhands; Start Tim: EM Tim: 8 Char. 10: Session No: Constants: Start Tim: EM Tim: 0 lndex#3, BRIVERSIDE COUNTY TRANSPORTATION DEPARTMENT /SURVEY DIVISION U GPS Station Observation Loa Sheet Project none: �1{V'C�O1N�6V .R\�\b pT Z�,L �\.S: To. Jul ion Dayp�4 SwveY Dafen 7-'— 09 NET No:iac2?Zfm4 FB: "Survey No: W50) Tv.� Rip 9' J Sec: � Rod: Survey Party: 5`"^'\`�� Receiver Serial No:4 is�ZB Survey Unit No: R-8\G�4a Receiver Model No: ��� Antenna Serial Ib: No, l/ Slant Height Medgwrenent Slant Height MDaeureaent� Swaim Na: \ Feet MetAf e Cher. lm Start Tine: \0\7_ .56 Z.0 rlv. Start t Ti O. True Vertical: e.5(2 Cable Length: lOm_3P End m: X00u True Vero Cable Length: 1am_30m_ Average: 6.56 Ct.ep SESg\o.F ' TfuO Verticc L' Cn S/2 ITCc Dfian:� %T%y W\Tpb L_5 g(pgg Nl UP O� O 4i 1-v O SPG NL.4. N'L,y vl]w i \5 vo,ay6WsY:£ cwv P61>. 4w\ \5eNs3N No, l/ Slant Height Medgwrenent Session ND: Feet Netar B Char. 10: '102- '1.�318 2.250 Start Tine: \0\7_ C Cable Length: Wil Average: 25150 We vertical: 'B iL Des fiptian: F'o e nt6r FO CDNL 90ST CNM up ola— End Tine: \\\1 1 True Vertical: e.5(2 Cable Length: lOm_3P Average: y_. 2.So True Vero ca 1: Description: Ct.ep SESg\o.F I n. J1rod, Slant Height Measumal r Session Nn: 5 Fear Maier e Char. 10: 44' 6.5k 2.0 Start Tine:`'6 End Tine: Cable Length: l0m_)0m_ Average: ifue Vertical: 6.51ov, wwri D+ion:b,T0Pno -rne,T — SMpSYSO6O AtT 0 im-t P1a1 Cila1 KGITH 0.A SI5 pour you rS IS FWY f Slant Height Meagarea ' Sass ion W:-7 Feet Meier S Mar. 10: 4(b1 Z 56 2.0 Start Time: L354 End Time: 141 Z Cable Length: 1Om_3am_ Average: 2.6 True Vertical: x•561. Description: � \�L� S'65L. R1ia1" l J . a I _ Pc 15L,Ch a Q U lvl KCB~'M '(W Flip R.0mo 25 Vb W OF 11405E PC 1Vly � V Stant Height MeoswemBn V Slant Height Neasurwent J. Session No: 3 Feet Whir e Char. 10: 4zw x•38 ti:2ffo Swaim No: A Feet Meter '< B Char. Illi 41tr1 f0.56 '' S.0Start Start Tien: 1320 Tim: \XIA End Tim: \\43 End Tim: Ti \\ S I Eta T \225 T— C Cable Length: Wil Average: 25150 We vertical: 'B iL Des fiptian: F'o e nt6r FO CDNL 90ST CNM up ola— Cable Length: lCa lOm_ Average: True vertical: � Dascri0lim: &Pi SSS:0,4 L• -BVL< TjE$G_. True Vertical: e.5(2 n � Slant Height Measumal r Session Nn: 5 Fear Maier e Char. 10: 44' 6.5k 2.0 Start Tine:`'6 End Tine: Cable Length: l0m_)0m_ Average: ifue Vertical: 6.51ov, wwri D+ion:b,T0Pno -rne,T — SMpSYSO6O AtT 0 im-t P1a1 Cila1 KGITH 0.A SI5 pour you rS IS FWY f Slant Height Meagarea ' Sass ion W:-7 Feet Meier S Mar. 10: 4(b1 Z 56 2.0 Start Time: L354 End Time: 141 Z Cable Length: 1Om_3am_ Average: 2.6 True Vertical: x•561. Description: � \�L� S'65L. R1ia1" l J . a I _ Pc 15L,Ch a Q U lvl KCB~'M '(W Flip R.0mo 25 Vb W OF 11405E PC 1Vly � V Slant Height Measarement Session No: 6 _ Feet Meter B Chan 10: 404. &.S6 2.0 Start Tien: 1320 1 T End Tine: 134E Cable Length: 10m_lOm_ Average: AcP True Vertical: e.5(2 Descri Dti On: ill, V Slant Height Measurement Session No: Feet Maier 8 Char. ID: / -1.3g 2.ZZ Start Title: J)9bi End Time: ]A31 Cable Length: 10u -30m_ Average: 't250 True Yerti cal: 1.3162. Descnpn ten26F, FSS\nu � FaG. 4xsC. lndeh #'3� 8 Char. 10: Session No: Cements: Start End Tim: hire: N char. 10: session Nm Covenants: Start hire: End Tine: _ e Char. In: Session No: cements: Stan End Tire: Tire: a Char. 1N: Session No: Coments: Start Tire: End Tire: F®2 e char. I0: Session No: Laments: Start End Titre: Time: a Char. I0: Session No: Covenants: Start Tine: Em Tire: 8 Char. 10: Session ea Cements: Start End Time: Tian: B Char. 10: Session Non Comente: Start Titre: End Tinct: tis/ `C� Zn el CK * 35 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet e:N�l. Project Mod// 7`0" XdPlfe � i -GS' FK'y I ian Day: survey Date: O Z/ O Na Na:FB: TT3 Survey No: 457 Twa:7l qq:d Sec: Rho: Survey Party: NE(S0N Receiver Serial No: 4'602/OSSS•/ Survey Unit No: - 9 Receiver Model No:-iBOn Antenna Serial No: Slant Height Measurement Session Feet Meter av 3 �/� /, eG-i Start 9:K9 .t'•/Y /. X66 /0 r06 c./r /. S4i IOe_]om_ Average: : FGS-Y��4'' • Slant Height Measurement segs ion Na: Feet YB}¢r a cnr. ID: Z<SZ L.G/e start time:/%OZ /.68 End Time: /:/Rth: Cable Length: IDm_30s_ Average: PG✓G/ GS Ss29 Slant Height Measurement Session No:2, Feet Meter a Cher. Io: x%09 'aZ 89B9.S� start lin: /0/59 G.9i. /. 09S Eno litre: // //� Cable Length: 10m_3am_ Average: 11 True rt lcal' / Slant Height Measurement Session No'. O 'Feeet�, Neter H Char. ID: - 'S9OCS start Time: / %M+f •° End Time: Cable Length: 1011301T Average: �p Tr or" trsl•c GYiP+tjen•G5 sS29r� 45.7 q SesSion Na: j e Chr. t0:61// StartTime:i/•u End Time: //'Y7 Cable Length: IDm_30m_ Day IDtia1: `®• Z•' Slant Height Measurement Feet Meter Irgsil 6•// L862 Average: vti Cal' fru L•T w/NO q Slant Height Nemvs®nt Session Na: / Feet Neter a Cher. ID: Start Titre: /��s99 Ehe Time: aim Cable Lerol IOa_3pm_ Average: puG Vrfl�p� Descrt tion: F0• /"L0� /KA.SOVC CA�- GS SvFG,W � —YIJb. Session NO: Chad. Cfi. ID: Start lice: I • End lime: /� Cable Length: 10m_30m_ Deearigt' _ F0. 2' ��re Slant Height Measurement Feer a$ter �•// /r gE2 l� /n—as'i Average: True V tical: •cell wT— slant Height MeosureVent Session No: Feet Meter 8 Chair. 10: _ slut Tine: _ ETM line: _ Cable Length: 10m_3011_ Average: True Vertical: De¢rlDtim: Pc J Tn.d el��k4o 8 Char. ID: Session No: C9wen'tw Start Tim:. End Time: 8 Char. ID: Session No: Lanrents: Start Tina: End Tine: 8 Char. 10: Seas lad led Cooreata: Start End Tine: Tim: 8 Cher. 10: Session No: foments: Start End Time: Ti se: 2 6 4 F B 8 Char. ID: Seas! an N0: Chansons: Start End Tine: Tim: 8 Char. ID: Session No: Laments: Start End Tim: Tina: 8 Char. ID: Session No: Commis: Start End Time: Tine: 8 Ron. ID: Session No: Cminents: Start End Tine: Tine: 'c. �nd�#�II 19 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / GPS Station Observation Log SURVEY DIVISION Sheet Pral Not Now: 1 114 MP lde)5`1 O 0 A'CVJ fl r Jul iam Day: 29 Y Survey Date: /0 /E/0'7 TD No: A 2 02-6Y FB: NO3 Survey No: &A 0�r�Tvl Rg �/wSSec:� Rho: Survey Party: GydAF2Ei SM/s'3J, Ole c/t— _ Receiver Serial NmO2207AIl 011e Survey unit Ho: ' 3 NIoei ver Madel No: Antenna Serial No: Slant Height Measurea li Simi Height Meosureaeni Session Na: 1 B Char. 10: 01 1eA 101 start Tiee: 2.Z. Feet Meier 4.49 \.S'L.l \,52\ Session No: B Char. 10: Start Tiae: Feet Meter End Tine: /4'JF Cable Length: 10m—30m— O$BOS✓FPKip. iSiaWppO�� vn,' 4.aA \.S1'L Average: True V Il I:T"/ ✓d:TDescription: Fd.2U tP NW00aE End Time: Coble Length : Wrn-30m_ Averiae True Wrtitol. /.0 Min HAW 10 .SW*y o //F AAVA' G✓""Aril rF/� Of 0 itiT Q2VA s�u.�ro Slant Height MeamYeaant Slant Height Measurement Session Na: FeetMater Session No: Feet Meter 8 mar. I0: 8 Cmc. ID: Start That:— Start Tine:. End Tiw End Tine: Cable Length: IOm_IDm_ Average: Cable Length: IOm-3Cw_ Average: True All True vertical: Description: Description: . _645.7 Slant Height NBW{IBabnt Simi Height Whisweaplt Session No: Feet Mater Swaim No: Feet Meter 8 Char. ID: 8 Char. ID: Start Time: Start Time: End Time: End Tine: _ Cable Length: 10m _30m_ Average: Cable Length: IOo_lOm_ Average: True Vertical: True Vertical: Description: Description: Simi Height Measuremni Slant Height Neasuregent Session No: Feet Meier Session No: Feet Meter 8 Char. 10: B Char. ID: Start Tice: Start Time: End Tiem: im: End Tim:- Chile Calle Length: Intl Average: Cable Length: Ign_30m_ Average: True Vertical: True Vertical: Description: Description: T Adex #LIz e Char. ID: Session No: Comentsi Stan rime: End Tine: 0 Char. 1Oh Session No: Coments: Start Tine: End hire: 0 Char. ID: Session No: Coments: _ Start End Time: Tine: 0 Char. Ih Saw Ion No: Coments: Start Tim: EM Tine: 0 Char. ID: Session No: Laments: Start End Time: Time: 0 [Oar. ID: Session No: Commis: Saari Titre: EM Time: 0 Char. ID: Session No: Caments: Start End Tim! Tim: a Char. ID: Session Na: Camrents: start Tine: End Tim: _C V G �. k RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT /SURVEY DIVISION GPS Station Observation Log Sheet Praiem Name: GA Thl k1F4rJ/ 2 Z/S FAyy NET No: -9Z6FD: 2s3b Survey No:L44li7 Survey Party: t�IN A2BS 1hCb50N Survey Unit No: Receiver Model Ho: Aul ion Dul Survey Date: Twp: %5 FEE: =W Sec: -A --Rho: tG Receiver Serial No: to SS'00 Antenna Serial No: Slant Height Meoeurenent Session No: / e� Meter e Cha. ID: Stat tire: End Tire: 4:31 5,U Cable Length: 10m—lOm_ Average: C true Vertical: Descriptipn: �D. ON/S yv/9 Tf @ A� YT, iN 0v6.R /N ZM SW Ce P. OF THF_ Session No: a char. to: Start Tim: End tire: Coe le Length: Description: Slat Height Meaeurment feet Nota IOm_30m_ Average: True Vertical: OIL b N yAA,A,G_v 6�: CAL GEN 2. /on a6 Ayil 2fW )=LNC nG A< FWV' lOnti N�-/-/f.J/ OF: f,Grr T•w8�' Session No: 8 Char. lo: Start Then ESM Tire: - Cable Length. Description: Slant Height Measurement Feet Meter I0m_lon` Average: True Vertical: Sees iOn Not 0 RIr. 10: Stat Tine: End Tire: Coble Length: Description: Slant Height Meourerent Feet ' Meter inm_30m_ Average: True vatimik _ F®223 4437 I5e6610n Na: 8 Cha. 10: Start Tine: End Titre: Cable Length[ Description: Slant Height Was: rerent Feet Meier 10m -30m_ Average: True Vertical: Session No: 8 Cha. ID: Start Tire: End Tire: Cable Legih: Duaiptim: Slwt Height WasureRnt Peet Meter Maul Average: True Vertical: Session No: 8 Char. ID: Stat Titre: End Timer: Cable Lel Deecription: Slant Heignt Measurerent Feet Meter l0m_30m_AWNS: True Vertical: Session No: 8 Char. lo: Start Tire: End Tine: Cable Length: Description: Slant Height Measurmult Feet Neter lom_lOm_ Average: Trve Vatical[ T ✓+dex it Li LA 9Char. io: Sesli on No: Commis: Start rine: End Tint: s Char. 10: Session No: Cements: start This: End Tire: B Cha. 10: Session No: Coments: Start Tire: End Titre: B Car. 10: Sees ion No: C:Fm60te: Start Tine: EM Tine: F®2 0 Mar. I0: seas ion No: Convents: Start Tire: EM Tim: 6 Char. 10: Session No: Con::mts: Start Tuna: End Tine: 0 Char. I0: Session Na: Convents: S1oY Tine: End Tire: B Car. 10: Session Na: Comrents: Start TIM:_T EM Tine: U_ ,J U 0 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT _ GPS Station Observation Log /SURVEY DIVISION Sheet Project Name: C L /NrON K91rH M Z-/Sjul ion Doy y793 Survey Date: NO No: E -026 FR: i�J� Survey No: L45 Tey:� Rg: 0m6Sec3V Rho: Survey Party: NELSON Receiver Serial No: //L021dlil Survey unit No: gr Receiver Model No: 5800 Antenna Serial No: / Slant Height Memsureaent SOBS ion NO; FB t Metgr fi Char. ID:7. //.� t 'Start n®: /a," End Tine: //'01 Cable Length: 10m_30m_ Average: T e vertical: ef'iDti on: rip,/"S/' W/ PLASTIC LA -P/ GAL OOT. SOSSion ND: 8Char. 10:77 start Tim: EM iirte{ /TSS"• - Cable Lanolin 10m -30m_ Descriotian: Slant Height Measurenent [ ¢�� Mier F Z9 AvaoOe: True vZticals DN O_ PF2 PMR SB 2 Slant Height Measurenmt Session Sol Z Feet " Neter 8 Cnnr. an L!S3 /.990 Stott line: // 6 r- EM hire:gOSS,; Cable Length: iM1: IDM _30m_ rue true Vertical: Oestri Dfion: 0• e6 :J CLe' ( Session No: ✓ 8 Char. 1D: Start Tim:/- End Time: -Cade Length: 10m—30M— oescri Df ion:, Fo /""T /RP/ L•6L OAf Slant Height Measurement Feet Yatar 6.87 z O . RJ 2.07 9 ' merag¢: true Veri isu I: w/PbvrTK ANS srvc P G 1TOM J'L LL v. KE rN z n S E'L/ F NaRrN /,vo w 0 Ar YY 20 JOf'68 Fy —9 U4a I Simi Height Measurement Session Na: FeetMeter 8 Char. to: � l •SLR i�9r Start Tim: //?SS ��� /. 9.5-3 End Time: /2:29 b iL/ / 9S3 Cable Length: lom_]pn_ Average: true vT1ICa : DesariDtlan: FigW.8 C?flAC. I.I knit/, ee. Session No: 8 Char. ID: start Ties: End line: Coble Length: IOm _30m_ nesrrlDtlan: Slant Height Measurement Feet Meter _ Average: 7"e VXtical: T2ANS PLAS l�cnP.r 221fOM S N wFL L�.✓oarrLama Ki, en. ; ran i aadun 'k/w Fa>✓LF T 1. sEwY /OM ? 5'w o< PY6k Z0Ba04L.86; 8 Chon. IC+ Seidel an WE Curstni Start Tire: End rice: a Char. IC: Session No: Uamrents: Start hire: End rime: 8 Char. IT; Session No: com ants: Start End line: Tire: 8 Char. IN: Session No: Consents: Start Tine: End Time: e 4nar. IC: Session No: foments: Stmt End Tim: Tied: a char. IN: Session No: Currents: Stot Titre: End Tine: 6 char. IC: Session No: Commnts: Stwf End Titre: Titre: 6 char. WE Session Nd: Constants: Start Time: Etre time: .2>/ I,OG/rTr �y� RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet Project NaI:e:0L/Nr6?V Jul ion Day: _Survey Date �� NO No: Hz•6?A,r FR: Za3k Survey No: LAS') TW:Z. Rg:y3 Sec: JA Rho: �Suyy Party: CM/4L Receiver Serial No: 6197>5-6.t/�7 Survey Unit Na: [ 11 Receiver Madel No: f325 Antenna Serial No: Slant Height Nea9Ydreor Slant Height Measurerent Session No: I Feet Net r / e 10: � 6..s/2 i /% tll// Stmtart Tim; I�.1) End Time: 11 - 10m Cable Length: O_Sam_ Average: True Vertical: aesmiptim A• 'rP� P W PL'> Vb i Ca V ALF ua LAL>PA EN[ T KE T 2CS'L B C o[ Slant Height Measurement session No: 3 Feet Meter 8_CHa.10: L1 5,169 1.7Z / Start Timer 5.669 I.71.9 End Tine:0:20 .5. A. I. JAN Cable Length; 10M —30m— Average: //�_ Lrue v¢R icol: S 4 B Description: PLgo I IP W/PLASfIL PI16B. SI LF21fl LR. PI✓5N PGR pMl3 ISA f LrNfnn6 KF_iTM virulANoyAu e1' 5� Slant Height Measurmrent Session Na: feet Meter B Char. IT: 2.nee Start Time: li V End Tine: I'.2) Cable Lmgtn: IDT -300- . Avmage: TJ ue Vertical: Celebration;FD IPSP 6/PLAS P ✓(c._ PER PMR 65R ?9 _ CLN>eN KGTN INLANB JALLF_Y Slant Height Measurement Session No: Feet Meter 8 Char. 101 Start Titre: End Time: Cable Length: tom_30m_ Average: True Vertical: Description: a Chir. Na: 93 Feet Meter B Chir. ID: 4 Yet 2,271Met Stmt line: End Tine: Cable Length: 10m_30m_ Average: vI /r" Slant He1ant L a: Na: Y i Feet 8 art T 10: 1B1 r L 7Bs� Stmt line: 12' 12 _ EM Time: Cable Lengro: lam -]Om_ Avay�q : _ Slant Height Namur mant Seuica No: Feet Meter 8 Char. 10: Start Tine: End Time: _ Cable Length: tom_30m_ Average: True Vertical: SIOM Night Measurenent Session Nic Feet Meter e Char. in: Stmt Tine: End Time: Cable Length: lUm_3um_ Average: True Vertical: Index #4O B. Char. ID: Session No: 'Convents: Start Tine: Ergo Tis: 9 Char. ID: Session Na: Constants: Start line: End Tis: 0 Cha. ID: Session No: Comsnts: start End Lime: Tis: 11 Char. ID: Session No: Cme:ents: Start Time: End Time: l 1 0 Cfwr. ID: Sew ion No: Contents: Start End rime: Tine: 0 Char. ID: Session No: Convents: Start Tis: Elia Tis: 0 Char. ID: Session No: CalNrents: Start End - Lis: Tine: 0 Char. ID: Session No: Contents: Start Titre: End Titre: F�� V F,Lv f.L�w�K.'e46 o239v9 T��'! tv RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet Project Name:curt-I-Q4 KErrN @ -1 1$ ri `/ Julian Dgy!�Z 93 Survey Date: /o ND No.JW07 H FEE:2 �3 Survey No: Wlil Sec:i/4 Rho: Su'vey Party: Srl-rw Receiver Serial eoAS3+)WA3f Survey Unit No: YL -9, G8 Receiver Madel No: 513� Antenna Serial No: Slant Height Measurenent• Seeeim Na: I FeeBd Meter e char. 10: Siert \o 9 End Tinem:: N\%\ �y COEIa Length; 1d _lOm_ Average: ���.J 10 True verRi col a.5�• +�2 Description: ��•\��1P�N�TR( SLS 3F98"tCn\. F����NE�LY cFV�Iis fFw'/_ 'EI�NTON�E\TN��T. 1S F�% Slant Height Measuraent Sesmm NotFeet Meter 8 Char. ID:909 5,6/$ 1.719. Start Time: End Tile: Cable Length: 10M -30m— Average: True Vertical: D iptim: ��. 1`ZP W/No TAA. F<J{ .11v7- L�LiuTosp KE17 4 S Afbd DF �1 Y� Slant Height Measurement Session No: Feet Melon 8 Char. ID: - Start Tire: End. Time: "Cable Length: 10r_30m_ Average: True Vertical:' IIDescription: •311, Slant Height Measureeent Seeeim No: a Leet Met e Char. ID: ED% 1.38 2.250 Start lire: \16 Eta Time: \S%+T Coale Length: 10M-30m�- A%rwcgen �So True veriical�1."�} SZ Description:aeF SS ON E Foa ogs� Slant Height Measurement Session N0: Feet NeT e Char. TD: 1-Er.M 5156 1.h5b Stmt Titre: End Tine: 1 2 ,S•S( - 1; CeF4 Cable Length: 10m—30m— Average:A' ad True vertical: 5.561 Description: REF .S<.55IQA .i Fon., fs F Slant Height Yeasuremmt Session Na: d _ Feet - Meter Start Lime: 3- aa Tine: :S C� Coale Length: 10m-3Om— et truerue Vertical; Descrlptlm: N%er- ION fm 71Chr oryc Slant Height Measurarmn SSSSim Na: Feet Meter B Char. 10: Start Tine: End Timm Cable Length: 10m _30m_ Average: True Vertical: Descriptio: Slot Height Session No: 3 Feet a char. IU: %-yt S.33 _ Start Titre: S 0 End Tim� - Eq 5.3� e: Z Cagle Length: 10m _Icon_ Average: I it v rti 0"criptim:FD \1�4 1P'[op SmpS overt _ T':�P�-'•.'+fie Slant Height Measuraent Sesmm NotFeet Meter 8 Char. ID:909 5,6/$ 1.719. Start Time: End Tile: Cable Length: 10M -30m— Average: True Vertical: D iptim: ��. 1`ZP W/No TAA. F<J{ .11v7- L�LiuTosp KE17 4 S Afbd DF �1 Y� Slant Height Measurement Session No: Feet Melon 8 Char. ID: - Start Tire: End. Time: "Cable Length: 10r_30m_ Average: True Vertical:' IIDescription: •311, Slant Height Measureeent Seeeim No: a Leet Met e Char. ID: ED% 1.38 2.250 Start lire: \16 Eta Time: \S%+T Coale Length: 10M-30m�- A%rwcgen �So True veriical�1."�} SZ Description:aeF SS ON E Foa ogs� Slant Height Measurement Session N0: Feet NeT e Char. TD: 1-Er.M 5156 1.h5b Stmt Titre: End Tine: 1 2 ,S•S( - 1; CeF4 Cable Length: 10m—30m— Average:A' ad True vertical: 5.561 Description: REF .S<.55IQA .i Fon., fs F Slant Height Yeasuremmt Session Na: d _ Feet - Meter Start Lime: 3- aa Tine: :S C� Coale Length: 10m-3Om— et truerue Vertical; Descrlptlm: N%er- ION fm 71Chr oryc Slant Height Measurarmn SSSSim Na: Feet Meter B Char. 10: Start Tine: End Timm Cable Length: 10m _30m_ Average: True Vertical: Descriptio: Zndax #5D a Char. lo: Session No: Cements: start Titre: End Tina: a Char. lo: Session Nd: foments: Start TIM% End Tim:: e char. Ilh Session No: Coments! Start Tine: - End Time: B Char. ID: Session No: tomenta: Start L'me: Eno Tine: C R T2��5 e CJ:arr. Ion Session No: Comments: start Tuft: End Time: a Crwr. ID: Session No: Consents: Ston Tim: End Tine: a Char. ID: Session No: Ctlnents: start Time: End TIM: a Char. ID: Session No: Consents: Start Timm End Tim; J 0 I dex*Sl e' RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet Pro]ect Name: LyNyDN AlAins) a, a: SSG 4u I IanDoy:Z� Survey Date: /O Lo 09 NO Na: 2'026 FB:'21215k Survey No:p�TV:75 As: 3W Sec: / And: Survey Party: lwNAi/M'CS /V LS ✓ Rmeiver Serial No: E'14 S° Survey Wit No: je-7 Receiver Model No: 5800 Antenna Serial No: Slant Might Measurenent SWSitlI No: / F¢ei Mel. T01 ✓i 8 Char. iD: Z9 sV� SP3' Start Time: /0122 Session No: 8 Clan. ID: Start Tim: Slant Heignt Mageorinst Feet Meter End Tine: /H: H0+ End Tine: Cable Length: ICM -30m— Average: Cable Length: IOn_30m_ Average: DescriptionsF ,+ g PT rVerti@l: True ueKw of CLAS /K TTl- S True Verticalk rds , O THE PAMNNb RrdE/f aF.v/..a.vD olpq m O/G.rt_ ( NTLQ /00 _ LY/iF Er✓Y R Fd - 0F 2/ ewy ; /M'Z d br o Skim} Might Measurement Slant Height masuremni Session No: feet Meter Session No: Feet Meter 8 Char. 10: 8 Char. 10: Start Timm Starr Tim: End Tin¢: End lire: _ Cable Length: 10m -30m— Average: Cable Length: lOm_30m_ Average: True sort i m l: True vertiml: Description: Descriptions f®2239' S 64,1 Simi Height Measuremnt Simi Haight Naosuremnt Session Nm Feet Meter Sessi an No: Feet Meter 8 Char. 1D: 8 Char. 10: Start Tim: Start Tim: End Tim: End iim: Cable Length: son-3Dm_ Average: Coale LNpth: 10m -30m— Average: True Vertical: True Heartland: Descripfim: Description: Slant Height Measuremnt Slant Height Measurement Session NiFeet Meter Sees ;an No: Feet , Meier B Char. ID: 8 Char. ID: Start Time: Start Tim: _ End Tim: End Tire: Chale Length: 10m -30m— Average: Cable Length: IOm_30m_ Average: True Vortical: True Vertical: Description: Description: SndeX �F5Z B Char. ID: Session No: [omens: 1 ' start End hire: Titre: 0 Cont. ID: Sass ion No: Consents: Start hire: End Tine: 0 Char. ID: Session No: Consents: Start Tim: EM Tine: 0 Char. ID: Session No: Con eenfs: Start Titre: EM Tine: 0 Cf . ID: Session No: Comeau: Start End Titre:'- Tiro: 0 Char. ID: Session No: foments: Start Tim: End Tim! 0 Char. ID: Session Na: CC rents: Start End Tine: - Tim: 0 Char, ID: Seas ion No: Convents: Start Tim: EM Ting: U 1,'IdeX Jr3 75� °RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet Project Name: //L/Y ro 4E r -q e j16- PWV du lion Day: L93 Survey Date: /0 20. O ND Na: 4L 016Y FD: TEW Survey No: &A 5% Twy:L Fbpy�Sec:jh-Rho: $vv¢y Party: Zi NN42Fi5, /Urs'A-1O� Receiver Seriol No: bZZ074z796 Survey Unit No: �� 3 LS Receiver Madel No: yS 00 Antenna Serial No: Slant Height MeasurolMnt $999im Na: / Feet Meter 8 Char. ID: til 10l r 5.04- 4%31 - Start Timf 1d%eO I. S36 End Tine: IY: V1 1.336 Cable Leng1M IOm_3om_ Average: LSM : Deerripian: ;VV" Slant Helght'Meaclr:nent Session No: Feet Meter B Char. `10; Start Tire: End Tire: Cable Length: lCm_30m_ Average: _ True Vertical: Description: F1G MIIv0 $✓R. dAGa 10UL Q Si )F .✓AI'L Nc 20 W LY of IN, f' NW a 4� LVh R . Slant Height Measurement Session N0: Feet Meter 6 Chat. 10: Start Time: EM Tire: Cable Length: l0e_30m_ Averogel True Vertical: De9erlpttm: _ Slant Height Measurement Seseian No: Feet Meter B Cba. ID: Start Time: _ EM Time: Cable Length: l0m_30m—Average: True Vertical: Description:. 51 : - Slant Height Megilredial Semler! Na: feet Meier 8 Char. ID: Start Tine: End Titre: Cdele Length: lom_30m_ Average: True Vertical: Deseriati M: _ Slant Height Meaevment Sewion No: Feet IMter 8 Cher. 1D: Start TIren End Tiden Cab le Lel tam_301 Average: True Vertical: De9wlptl M: Slant Height Measurement Sess Ian Na: Feet Meter 8 Caw. 10: Start Time: End Tial Cable Length: l0m_30m_ Average: True Vert col: mesaripli M: SIM? Height Measuremal Sesslon No: Feet Meier B ChM. ID: Start Titre: End Time: Table Length: lcm_30m_ AVerdge: True Vat iM I: DesWptl M: TodeX D5W 8 Chat. ID: Session No: Comrents: Start Tim: EWTim: 8 Char. ID: Session No: [amenia: Sart Tim: EM Time: 8 Chat. ID: Session Na: ConaeMs: - Start Time: End Tiom 8 Char. ID: Session No: Corso nis: Start Titre: End Tim: 8 Char. 10: Session No: Commis: Start litre: End Tire: 8 Char. ID: Session No: Cat is: 5tort Tim: End Tine: 8 Char. 10: Session No: Laments: Start Tim: End Tim: 8 Char. ID: Session No: Convents: Start Tim: End Tim: 0' Index#55U RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT /SURVEY DIVISION f GPS Station Observation Log Sheet Naive: Project Ne: CLINTON Kdi Ca r-/S.FWZion nay:Z97,Oeie: O /90 Sec:ho: HD No: A �0 FB: 229x- Survey No: W Twgl Rg:�W1WR Survey Party:_ NELS&A,1emG/ LReceiver Serial No: 4az4JrrS& 1 Survey Unit NO: �- I'L, Receiver Model No: Sae� go Antenna Serial N0: / Slant Height Measurement 8 Clear. No: 1 Peder e Clear. ID: JL Siert T;! //:/L �5,6� L D EM Time: // :27 vereg t /,Ay CWI¢ LengM: tOm _30m— Average: /649n Trve Verv;col: peac:'.ipt;m: f0. BR•O 5K SffYMP01 / /98T Session Na: Z 8 art 10� Start ii:re�%S7 Time: N: sm Cable Lengtb: IOm _lam_ Coble scri pl;On: FO. BK. SImH Height Mmarertent M�. h�iV ,S yrs /.691 vue varilcr ~.61.4" F ruervert D CK SrnnPPb /D2 T T ad /MP i/GYD O. OD or C 198n 47 G17. /_T. VE i.`9P HX Mo✓JMaurNr�.0 MAS 702 Y . LD EL.r FLVS H FC ✓ C A4 P0.A ✓/pN✓MIINTMION MAP ZOS-/ Slant Height Neasurertent Session No:3 Feet Meter 8 Char. Ip:� S"-;8 /. 76Z Start Time: /2,; 9Z 5,79 /. 7L.r End rime: l2•I r7 S:79 %JLC Cable Length: IOm_30m_ Average: it Vertlaa l: D w;gl;pn: FD. RA, VidK SIAM~ Session No: ecnar. ID:.. Starr End Them /Z:1pf Cabje Length: 10m—30w—Average: Description: FP• 2" DN, 03 Slant Height Waswenent Feet Meter S•90 1,799 True Ve:Yi al: £P w�No Pct/ 19001 97rp LT £ //4PI LYJi/ '" 9V' OZ.20' G, G / r /N L/v OF RA. Dfgk, , P/N- MON✓MCN N1/ON HR 20$-I T IS rHOS T'wc [02044C1- PP. 81r00100 POT Slant Helghi Meosureoent Session to F@4L Meter 8 Char. ID: 3.g0 /17/6 .% Start Tine: S.L3L/4 Al End Tine: P:OS ,G3 M Cable Length; lam _30a— Avel Cable TErue/ /9'O :4 G/SK rI� Si Nb: 8 Cher. 10: Start Timo End Tim;— ina: Coble Length: IOM -30m_ Description: Slant Height MBasuremll:t Fedi Meter Average: True Vertical: 66 t .YY OT/ FZitSH 51 art Height Mmsurement Seseica Na: Feet Meter 8 Cher. ID: Start Tiel End Tmo Cable Length: 10M -30m_ Average: True Vertical: Description: Session No: 8 Char. ID: Start Time: End Tice: Cable Length: 10m_30m_ Description: Slant Height Meae:remat Feet Meter - Average: True V4Y7cal: TnAe4k#56 8 Char. ID: Seas; an No: Comments: Sfart End Titre: Time: 8 Char. ID: Seaelall No: Cements: Start Tine: Ere line: I 't 8 Char. ID: Session No: Convents: Start End Tine: Tine: 8 Char. ID: Session No: Coamnte: Stort Titre: End Time: 8 Char. ID: Session No: Cements: Short End Tim: Tine: 8 Char. IT: Session No: Comments: Start Time: EN limn: 8 Char. ID: -Start Session No: Comments: End Tina: Tine: 8 Char. To: Session ND: Cements: start Titre: EIW Tim: D J Zndelc# 57 0 ;_ `"': RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet Project Nmre: Cw✓Tod KE/T+f C'1.r%S rD✓yJu l ion Day:Z 9 Z Survey Date: /" /ay WC Na: AS -03//6 I ZZ%4 Survey No: �Tup:75 Rg: L � Sec: 36 Rllo: Survey Forty: Tel UNMR61LrLSm /l/ �Cn lr. Receiver Serial No: 2-7$6 Survey Unit No: R— Receiver Madel No: YkOO Antenna Serial No: Session No: Start Tine: Staff Tim: End Tire: Simi Height Neaswmrent If Feet Met r AbnAl r/c �S?7' sG//6& O /,S7I Section No: StartTimn EM Titre: Slant Height Waeuremlt Feet Meter Coale Latgt tom _loon_ Average: Coble Length: 1Ce _3Gm_ D miptim: Tr YertlC 6n ✓K . /� .. Description: True Yatiaah: ruerVert 1V. 1221 z-- m / ew e- wry ac a tU � N AK-YA / 2 Slant Height Measurement Slmt Height Measurenent Senion No: Feet Meter Session NO: Fcef Meter 8 Char. 10: 8 Cher. ID: Start Tine: Start Tire: End TTmI End Titre: Cable Length: 10m -30m_ Average: Cable Length: Tem_30m_ Average: True vertical: - True vertical: Description:. Description: Slant Height Measurenanl Slant Height MeaSurenent Session Man Feet Meter Sectim No: Feet Meter 8 Chat. 101 8 Chat. ID: Start Tine: Start Tine: End Tm: End Tine: Cable LengM: 10m -30m— Average: Cable Length: 10m -30m— Average: True Vertical: True Verticol: Description: Description: S X457 Slant Height Measurement SI ant Height Measurement Session No: F191 Motor Seim No: Feet Mew .. 8 Char. 10: 8 Cleat. IEn Start Tire: Start Tine: End Tine: End Time: Cable Length: 10m -30m— Average: Cagle Length: tom_30m_ Average: True Vertical: True Vertical: Description: Description: Index -4-5 S B Char. 10: session No: Comdata: start End Time: Tine: .6 Char. 10: Seas ian No: Contents: Stwt Tire: End Tre: 6 Char. lo: Session No: Constants: start End rare: Ti®: 6 Char. 10: - Session No: Cornettist Start Tine: End Titre: 6 Char. lo: Session Na: Coments: Start End Time: Tine: a Char. 10: session No: comments: Start Titre: End Tim: 6 Char. I0: Session No: Comrents: start End Tine: Tine: 6 Char. I0: session No: camrenis: start Tina: ETA Titre: A C/ a exx# 5`T RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT /SURVEY DIVISION' GPS Station Observation Log Sheet Project Mme: CLI N>"o✓/�F/nre ZIP fW9 Jul ion Day; No No: A Z-odb Fe: I -W Survey No: 4459 Tw;13 Rw5w Survey Party: Llrkl:-Es, Nbt4wy, CCEG//i Survey Unit No: A-7 Receiver Model No: 500 ?9Z Survey nate: ion/9/09 Sec: -A-- Rho: Receiver Serial No: b/6/{ Antema Serial No: Slant Height Mecouregenl Session Men Feel Me}af 8 Char. ID: 9' l V9 /: 6 75 Stat Tine: 9: D3S_V :Tb7V End Tire: /Iela' S -MV /. 67Y Cable Length: 10m_3am_ Average: irueVertical: OesmiDtim: LD. CN/C. Yee TC L Sessim No: 8 Char. 10: Start Time: End Tim: Cable Length: Description: Simi Height Meaeurement Feet Neler 10.n_30m_ Average: true VertiW (: Aa"pa Of. OF Lv/L$ /N Tq9 .SW 'CO2. G TN L_ OH/LKINL FFG O eat- M /C,f< C tz /O L 40 L aevc Z W Session Na: 8 Char. 10: Start Tine: End Tire: � Cob I aLength: Desaiptim: Slant Height Measurment Feet Meter IOm _30m_ Average: True Vertical: Session No: 8 Char. 10: Start Timer: End Tim: ire:Coble Cable Length: Description: Slant Height Measureeent Feet Meter - I0m_30m_ Average: True Vertical: S 6 d� Session No: 8 Mar. ID: Stat Time: End Tine: Cable Length: Neeaiptim: Slant Height Measurerent Feet Meter 10m _30m_ Average: True Vertical: Session No: 8 Char. 10: Stmt Tine: End Time: Coble Length: Oesmiption: Slant Height Measurement Feet Meter IOm_3am_ Average: True Vertical: Session No: 8 Char. I0: Stat Tine: End Time: ,Cable length: Description: Simi Height Meaeureaant Feet Meter IOn_30m_ Average: True Vertical: Session No: 8 Chor. 10: Start Tire: End line: Cable Length: Description: Slant Height Measurm nt Feet Meter _ 10m—30m— Average: True Vertical: 2.y'� kx 4#60 N Chat. ID: Session No: Start Ting: End Tine: a Char. ID: Session No: Start Tine: End Tine: B Char. ID: Session No: CwmMte: Stmt Ting: End Tim: B Char. ID: Session No: Comments: Start Tine: End Ti:2: e Char. ID: session No: Contents: Stmt rare: End Time: a Char. ID: session No: Laments: start Tine: End Time: A Char. ID: Sees ion Nd: Camrents: Stmt Titre: End Tine: N Char. ID: Session No: Laments: Start Titre: Eton Tile: i�. ,J e.c#61 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION I GPS Station Observation Loa Sheet Project liage:0yallEveNkPfrist e.ZIS F1^'O' Dulim Day: ZtW Survey Data: LI' 15 n wD No: 'P% FB: 223A" Survey No:Two: 75 gg:Lw Sec: I Rho: Survey Party: NR/z-FS P/9 1 -S a A✓ Receiver Serial No: .6-z-6% Survey Unit No: A � I Z- Receiver Model No: S{(OD Anteing Serial No: y slant Height Measurement Session No: Feet / Meter B Cnv. 10:.x` /• uY`/, Start Tiw: End Tim: 12:13 Cable Length 10m —30m— AVW090: Simi Height Mwwrement Simi Height Measurement session No:/ Seas ion No: Fwi / Meter e char. la: Y2Y .Oi /, ffNV M Start Tine: 11:30 Average: End Tine: /II 97 _ Cable Length: tOn_30m— Average: Cable Length: la lNe yertieal: oeam'i ptim: �• /1�4a SP e✓�/N E TNS K 369/S True Ver Ical: w S w TaFtra N � . 9bo' 71 SE'6Jr $F „_„ N/yga,F;N r2oxl no -S 1�D � " Pia It 94 77-21 N . HIO y slant Height Measurement Session No: Feet / Meter B Cnv. 10:.x` /• uY`/, Start Tiw: End Tim: 12:13 Cable Length 10m —30m— AVW090: Slant Height Measuremnt Session No: y - Feet Meter B Char. ED:� start Tim: 12 SS End Use: - 1813 _ Cable Length: IOM -30m_ Average: Simi Height Heas:remt Sass ir. NXy✓ : f¢ef B Czar. 10o: YLL /Ni Start Tim! JazI End Tide: 133 Cable Length: 10m-3gm_ Average: Simi Height Mwwrement Sas int No: Slmt Height MeasuFement Seas ion No: start Time: Feet Meter End Tim: Start Time: Average: True Vertical: EN Tim: b Cable Length: la -30m_ Average: 29 '�Y True Ver Ical: w S w TaFtra N D- Votim: Slant Height Meas:reNTt Feet Meter _ _ Average: True Vertical: , > M A T N . HIO /N6 . E G/NIDY Kb/ fr/ fin, Slant Height Measuremnt Session No: y - Feet Meter B Char. ED:� start Tim: 12 SS End Use: - 1813 _ Cable Length: IOM -30m_ Average: Simi Height Heas:remt Sass ir. NXy✓ : f¢ef B Czar. 10o: YLL /Ni Start Tim! JazI End Tide: 133 Cable Length: 10m-3gm_ Average: Description•. Simi Height Mwwrement Sas int No: Feet Meter e Char. lo: start Time: End Tim: Cable Length: 10m_30m_ Average: True Vertical: Description•. Sass too Na: 0 Char. 10: Start Tim: End Tim: Cable Length: 10m_30se_ Description: '- Slant He ant Meawemwt Feet Meter Average: True Vat icol: Session No: a Char. 10: Start Tim: End Tlm: Cable length: I0m_30se_ Description: Slant Height Meas:reNTt Feet Meter _ _ Average: True Vertical: I YA eK #6 2- 0 0 Char. 10: Seseim Na: foments: Start hire: EM Tine: B Char. 10: Session No: Comentsx start End dire: Tine: _ 0 CMr. 10: Session No: Cements: Start T1ae: EM Time: D Chap ID: Session No: Coments: ,Start End Tire: _ Tire: 4 e (nor. ID: Session No: Laments: Start Tire: End Tine: a Char. ID: Session No: foments: Start End Tire: Tine: B Char. la: Session No: CamelRs: Start Time: Em Tim: B CI:Ur. lo: Session No: Covens: Start End Tim: Tim: r� J C) J Ine4ex 4tg a RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / GPS Station Observation Log SURVEY DIVISION Sheet Prolect Nam; Ger 1-0" /4r rH 0- xl! _FWy ND N0:61Z�PELY FB: 8244' Survey No: �Q'7i Survey Party: b✓WAAAR!C Survey unit NO: /Zq— 3 Receiver Model No: Jul ion Day:2W survey Date: /4// S o Twp: 7$ Rg:tN 3WSec7T- lOw: ,Receiver Serial No: 2796 y 5010� Antenna Serial No: / Slant Height Measurenant Session No: Fee✓ Meter B char. ID: i)o1 ~/4/ _� b 6Yll Start Tine: 14/32Start End Titre: /3: 58 �/- 1 L 4� Cable Length: 10m_30m_ Average: True VertlGol: 0eaa iption: £ t/L . S✓� WAS NF2 ATf' H /)ALE Sebeion IRA B Char. ID: Tine: End Tine: Cable Length: IOn—lOm_ Daecript lm: Slant Height Meaeurenem Feet Meter Average: True vertical! aG Ace' w_ y a .r2 4G NW L✓ Lv R 2FY� Q /.vT QVR A✓1/ -w✓A Session No: B Char. 14: Start Tine: End Tine: Cable Length: Description: Slant Height Measurement Feet Meter 10M3010 Average: True Vertical: SeSsi an Na: B Char. Ion Start Titre:. End Tine: Cable Length: Igm_30m_ Description Slant Height Measureent Feet Meier Average: True vertical: 4 S 645,1 Session No: B Char. ID: Start IT nen EM Tire: Cable Cable Lcagtb: Description: - Sl ant Height Measurment Feet Meier to -30m_ Average: True Vert! col: Sees ion No: 0 Char. ID: Hart Time: itre: End! Tim:— Cable Length: IOm_30m_ Description: Slant Height Measlvelent FGM Meter Average: True Vertical: SeeeiM No: 0 Char. 10: Start Tine: EM Tim Cable Length: Description: Slant Height Measurement Feet Meter Ipn_30m_ Average: True vertical: Semion Me: 0 Char. IDI Start Tiny: End Time: Coble Length: 1Om_30m_ Description: Slant Height Measure cent Feet Meier _ Average: True Vertical: ''�ndex�6Lf e Char. 10: Session No: Coments: start line: EM fine: a Char. 10: Session No: Cwment5: StTt Time: End hire: 8 Char. lo: SesslonNo: Consents: Start Time: EM Tine: 8 Char. 10: Session No: Consents: Start Tine: EN Tim: 6 _ 8 (Mr. 10: Session No: Coavents: Stan Tine: EM Tine: 8 Char. lo: Session No: Casements: start Tire: End Titre: 8 Char. To: Session No: Dominate: Short Time: End Titre: 8 Char. 10: Session No: Com ants: Start Tine: EM Titre: ��J 0 I RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION CPS Station Observation Log Sheet Proi Act Name: N ey RF d r11�5 FWY tS"- TO(c jun ion Day: Survey Date: : 2234 Survey No: ,4� a7 MD N0: 7xM6 FD -6 Top:Z Hg: 3W Sec.L Rho: Survey Party: Receiver Serial No: Survey unit Na: *Z— 7 Receiver Madel Na: 5e00 Antenna Serial No: Slgdlt Height Me0.9Wenent Slant Height MeaSWPant Session Ho: Feet Meter 8 Char. to: 2 Og Sees ion Na: 8 Char. ID: Feet Meter Start Tim: SrOY /.SS 0 Start Tim: End Tine: /i37 Sr Oq /1 ss"?- Eno Tire: Cable Length: 10m_30m_ Average: Cab le Length: IOM —30m— Average: Dription: 1rue Vertico l: GO_ CWWf. X' Te P Deaaiptim: True Vertical? A-WL✓F Pr. OG r_VzR /N rWCE- W COQ p & R/4NL G Y NLq-N - Slant Height Measurement Slant Height Measurement Session lbl Feet Mete' Session No: Feet NNer e Olen. IU: 8 Mar. ID: Stmt Time:_me _ Start Ti:. End Tine: End Time: Cable Length: 10m_300.;�- Average: Cable Length: IOm_3Dm_ Average: True Vertical: True vertical: Description: Description: - Slant Height Measurement Slant Height Woswore 1 SBeei0h NO: Feet Motor Session Na: Feet Meter 8 Char. 10: 8 Mar. 10: Start Tine: Start Tine: End Tire: End Tire: Cable Length: IO0-30m_ Average: Cable LagM: IDm_30m_ Average: True Vertical: True _Vsrticalt Description: Description: Slant Height Neasureatnt Slat Height Meaeurecent SOSSion N0: Feet Meter Sees iM HIS: Feet mew 8 Oar. 10: 8 Chm. ID: Start Time: Start Timn EM Tiuet End Time: _ Cable Length: 1Om_30n_ Average: Cable Length: lem_30m_ Average: True Vert Ica l: True Varticpl: Description: Description: n^Zn d1 eX#66 8 char. 10: Session No: Con ents:' Start Tin; W Time: 8 Char. 10: Sessltn No:- Laments:, Start Time: End Tim: 8 Mar. ID: Session No: Currents: Stmt Titre: End Titre: 8 CME. 101 Sessim N¢ - Cements: _ Start Time: End TIM: _ A S 7 8 [tar. 10: Session No: Contents: Hart Time: End Tine: 8 Char. 1o: Session No: Cementer Start Tine: Ena Titre: e Char'. 10: Session No: Coments! Start hire: Ena Time: 8 Char, ID: Session No: Consents: Start Lire: End Tim; J U J COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION' _RIVERSIDE GPS Station Observation Log Sheet., '. Pr_g7ect Noff :GCuvrbN K6/r[rr%t /S /Awx ,lu lion oay:Z86' Survey Dme;' /O L3O 2.-OZb'%FB: i� 4A6 i E - NO ho; Survey NO: ip:,2 Rg: SeC: Rho;. Survey Party: Iyeruel" Receiver Serial No:/%B2�I/ S—zL.SF .Survey Unit Receiver Model No: SBOO Antenna Serial NO: Slant Height Itaasrenent Slant"eighf tom aent Session No: feel Met Session No: Fat Metr a Char. I0: <'y"1 L o_9 /. B d Char. lo: Start Tine: etl S Start Tice: E00 Tine: I iL1 End Tine: Cotua Lersdih:.lom_30c_ Average: Cable Length: IOm _30a_ Average: YV ilial: 6O, Fd w?=n�e✓rP True Verticol: Or;.De on: � �� o or-fL ✓re Desrlpt;on: VeR srnr oG eiyL�G fw✓3 TP:es..,.asr d'fR.i•vcPaRa'n fR K PORT oNFJ'[>N[/HdT/T /'✓% S� Slant Height Measurement Slpnf Neight MeasKemnt Session No: Z estMeta Session No: Feet Meter ' Tim: StartT; End Tie: &:5.1 End TLeu Cele Length; 10m.—Mm— Average: Coble ength: IPn _lOm_ Average: TZVert cal: true Vertical: a/•PLA_sri a Res0Z % Description:(:rFP� ICC 4[RL FL SN. Yk>L y E! / 2ARSrN L N. Slant Height Measrmrent ? Slant Height Meosurellent i Session No: Feet Meter 0 Chat. ID: 4J /•Br% . /. B�17 Session Na: B Char. IN: Feet - Meter. Start Time: Start Time: End Tine: End Time: _ ' Cable Length: 10m_3am_ Average: Cable Length: IOm —30m_ Ave -age: irW Vrtical: FA. S92 True Vertical: gear; pr;an: /"Sf LS Desriptlm: Clam' NeN✓M90rrgnonr ry 205-2 Slant Height Memorial Slant Height 4eawreirent' Session No: Feet Meter Session NO: Feet Meter 8 Char. ID: B Char. W:— Start Time: Start Tine: End Tml Elk Tine: _ Cable Length: 10m_30n_ Average! Cable Longfb: 100 3011 Average: True Vertical: True Vertical: Description: Description: 8 Char. ID: Session No: Cements: Start nim: End Tine: 8 Char. ID: Session No: Caerenis: Start rime: End Tim: B Char. 10: Session No: Laments: Start Time: End Tine: 8 Cnar. ID: Session No: Camrents: - Start Tine: End Time: a B Char. le: Session No: Laments: Start Tim: End Tice: 8 Char. ID: Session No: Comenty Start Titre: End Time: N Char. 10: Semi an Na: Camants: Start Tine: End Tim! 8 Char. I0: Session No: Comenis: Start Tine: End Time: iL TnJex#_Gq ;JR) RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observotion Log Sheet Project Nome: CLINNR KEITNLS IS FWV Jul Ion Days 9 Survey Dates I� I WD No: FS: '112' Survey No: &4507 Tal Jj Rg:aaW Sec:.3�g Rha: ' Survey Party: LOrygRWO Receiver Seriol Np:451C 14R1/o4 Survey unit No: Receiver Medical NO: 5@o(z) Mrnma Serial No: CLUYKYN 28 60) Slant Height Measural Session No:I feet Meter N Char. ID: 79 Mvi - 5e I. Start Tine: SILtSPr]� X5_1 5,�_ EM Tim: (p S. MC; /.53� Cable Length: tOm _]Om_ 4verD0e: True Marr lcal: CURDBSCripti0n: �n•GMIS.eXP@TG.@AILL4",4. hF C f oFTIETI/gnln ECE ID T I i Slant Height woo Wremnit sees l an NO: Feer Neter a Cider. ID:' start Tisa: EM Tim: Cable Length: IWn _]Om_ Averapef True Vertical: Description:E p CLL TO ER, Slant Helohl mosuresenr Session No: Feet Meter 8 Cher. ID: start TifiI End Tim: Cable LenpM: IDm_30m_.Ayerage:, True verlical: Deeciprion• Slant Height Measurenanr Session No: Feer Meter a Char. ID: _ Start Tlml _ EM Tim: Cabbbngth: IDm_]om_ Average: True sort l as l: Description: _ —645,7 Slant Height Nemurmail S"Sl l NDI Feel Meter N Cher. ID: Start Tim: End Tin: Cable Length: 10m .30m_,Averagal True Vertical: Dseeripticu Slant Height ANgswmeal SesslM No: Feer Meter R Char. IDI start rani _— End Tim: _ Cable Lengths Wail Average: True Vert lcol: -Dow Iprim: ooeoc Slant Height Measurerani Sass lm N0: Feet Maier N Cher. ID: Start Time: End Timet Cable L."thl IOm_30m_ Average: True Vert lca L• DesvotiOnl Slant Height Mmsuremnt Session No: Feet Mater g Cher. ID: _ Slw1 lice: _ End Tim: Cable Lengths IOM _30m_, Average: True gsMical: Dmcriptlont it ._. '. .1 T �Jcx 470 THIS PAGE LEFT INTENTIONALLY BLANK t�f C�) C.% IoJeX* l 1 (S. , RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION E GPS Station Observation Log Sheet Praia& Naee:P.Likmtl KERN ,S15FWY WO No: AI'026 FB: ?'gp%A. Survey No: &A-57-7Tw:75 Survey Party: 40N3B2D0 Survey unit No: RL3 Receiver Model No: Jul ion Dat Survey Date: I011 Rg�H%Sec:3. Rho: Receiver serial No:0z2Q24z796 Aam— Anrenm Serial No: CL TKTH}$609 Slap Height Measurerent Session No: I Feet Meter 8 Char. ID: IA HVP 4.95 _ 1503 Stmt Tine: 10:49 AM 4.95 D9 Em Tine: 2:07 PM' 85 I.Sc9 Cable Length: IW _30m_ Average: IS09 3 i ue Vertical: Descriptit'aon/b'hi;(+All."r%(dV.c .TaaNC. 9lnm C. Session No: 8 Char. ID: Start Tia End Time: Cable Length: Description: Simi Height Measaemmt Feet Meter I0m_30m_ AverAw - True Vert ica l: CnP 330M'AW'[Y of Cunxow\KFTIRO'j 12 M''_ FrLJ OF h102rTI _ oUNn R/y./ Fpy('E' _T Ir. rwY�l11 M! c�L of��?t11rt1��E ' Slant Height Ysasurenent Session No: �� Feet Meter 8 Cha. ID: Start Time: EM Titre: Cable Length: IOm _30m_ Average: True Vertical: Description: Session No: 8 Char. 10: Stat Time: End Ting: Cable Length: Description: Slant Height Meowre rent Feet Meter., C _ 10m_30m_ Average: True Vertical: ' Slant Height ueasuremat Session No: Feet Meter 8 Char. I0: Start Time: End Timm: Cable Length: 1001—3PT_ Average: True Vertical: Desm10lion: sees i on Na: 8 Char. ID: Start Titre: End Time: Cable Length: Description: slant Height Meowrenent Feet Meter I0m_30m_ Average: True Vertical: Slant Height Measurement Session No: Feet Meter B Char. 10: Stmt Tine: End lime: Cable Length: I0m_30m_ Average: True Vertical: Description: jmssim No: 0 Char. 10: Start Timm: End Time: Cable Length: Deuriprlpn: Slant Height M¢a9lSemea} Feet Meter ' _ _ IOM _3d_ Average: True vxtical: Index#7Z - 8 Char. To: Se6SiM NO: Commits: Start Tine: Ertl Tim! 8 Char. lo: Session No: Canoeists: Start line' s`•=: EM Tim; 8 Char. 10: Session No: COmmnts: Start Time: End Tine: 8 Char. 10: SessiM No: Commnts: Start Tine: End Tire: r 1 G C R 8 Char. 10: Session No: Cements: Start Time: End Titre: 8 Char. 10: session No: Contents: Stan Tire: End Tire: 8 Char. 10: Session No: Commits: Start Tine: End Tim: 8 Char. 10: Session No: Commits: Start hire: _ End films: v rJ Zn/ieX:4-73 w RIVERSIDE COUNTY TRANSPORTATION OEPARTKNT /'SURVEY DIVISION GPS Station Observation Log Sheet ' Project Name: JS6ib ,w Ian Day:ZB/ ;z y 0 0 Date: 8 ND Ill z—070FO: U4 Survey No: 6457 Tey: ED: �Mec: WRho: . . Survey Party: NELSoN Raceiver� 1r Seri as No: %°8z6 cCS2 L' Survey Wit NO: �' J Z Receiver Model No: SBOO Antenna Serial No: J Slant Height Measurement Slant Height mosurcment s Session No: a Chan. ID: �'' Fee Metx �. 1' /.RVO Asim No: Feet Meter a cnm. lD: '�'/'� � 2./80 Start TIM: /2:OS Start Tine:/'/ e% End Tine: /2 i /3 End Time: J%22 Cable Length ICm_30m_ Average: Cable Length: IM -30m_ Average: T UB Verf/'Cg4I: True VGrti cal: Del Fn. /"r� WJ PLeF1T/L Desmianm: FD, /" i P W/ FCf,SNc <AP. G A LS��St/ G RL DOTS, YG1= 'PHF 2/0 /C" Mal (TkNN1PoR)A^. rovr G�r(Y O DWmPTr OF TPh//S. NUNUHSNra TieN HA Tier -5 �' Slant Heigh Mea when Slant Height Measurehl 5965ian Na: Feet Meter Session No: IS Feet Meter 8 char. 10: eAS eJ G oY /Bela Schap ID: QIP 71 0/90 Start Tit me : Start ri!// 2 Em: End tire: : 2 End Time: 3 _ Cable Length: 10m_lOm_ Average: Cable Length: Hill -IDm— Average: leculio" Fr, 1'. True Vertical: rP W�PLASTML Vppr}ieol: Description: 00 J"L W/PLAS?/ rtg Lc 4lF y /4 cµ1. am J, /+ PFX 'PHA 2/a/ %J -' Pain fr/Arr of cAL/A: Raxi r",r d R.4itrPoaaAr mN Ac.t-..rcr Dour' OF T ANS, .NdNI/M.g'Ni � ' low Z - Slant Height Neasurerent ✓ Slant Height Measurement Session Na: eet Meter Session Na: Feet Meter 9 Char. 10:6.0✓ rt9'%O 8Chan ID: JAW !•/S 2•/80 Start Time: IT72 Start Tine: EM Tim: l'1. i 38 Enc Tlw: Cable Length: 10u -30m_ Average: Cable Lerpth 10m_IDm_ Average: True Yertical: true Yertiaol: I De¢criptian: Cn J"S I' w/..,lI /c Description: rP .ti A55�G ('RG. CA/. DOTi n.✓.n3 <A -O L SSID9. F6 UJH NPvvarrdg. ' 6L HpNUHONT o5-2 Slant Height Measurement Slant H¢Ignt M¢asureent Session No: Feet Meter Sees Ian No: Feet Meter 8 Char. ID: 7,/f IR to a Char. ID: Start Time: /100 Start Time: End Titre: /%49 End Tine: Cable. Length: Illm _30m_ Average: Cable Lflrgih: 10m_36A_ Average: Tr Verti True Vertia Description: CO. /" it UMIA/L Deal 8 Enter. Io: Session No: tomenlsi start mre: End Titre: _ a Cnar. ID: Sass i an No: Consents: Start rine: End Titre: 8 Enar. to: Sass ian No: tomenta: Start End Tine: Ties: 8 Trot. IT: Session No: Convents: Start Titre: End Tim K�i2 c �4 8 Gi:ar. ID: Session No: Com ants: Start End Tine: Tire: 8 Char. ID: Session No: Camants: Start TIM: End Tire: A Cnm'. ID: Steel on Na: C(Mwfs: Start End Titre: Tine: B Cho'. ID: Session No: LIXmeMel Start Titre: End Tim! d2(jek*75- ,.3b _ RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet Project emm:CLINToIu %5EVM L Zl5 FWY. Mo No: A2'02" FD: lz"ASa.ey No: b"" Survey Party: I_^HLip Survey unit No: Receiver MWel No: Jul on Day: 28109 Survey Date: 10/0649M9 Trp:IS-Rg: WSec:36 Rea: I Receiver Serial No ouoMZ7% antenna Serial Ma: CLYTI5TN 2$109 Slant Height Measurement Session No: I Feet M ter 8 Char. 101 i4,04 d Start Tllre:1L� 4 EM rine: M 4RCn Coale LengM: 1Cm_30m_ AVeragef g true verti Gal: script im: rvRE6grLay N. .T Session No: 8 Char. ID: Start u End Timee: Cable Length: Desalptlm: Slant Height Meamvarent Feet Meter 10m_3ft Average: True vertical: CyF- _ ' Ng I Lwpb R FEnga 10 _ 4 ntr' E Session No: 8 Char. 10: Start Tive: EM Time:End Cable Legth: Description: Slant Height Measurerent Feet Meter lom_30m— Average: True verrco It Session No: a Chat. 10: Start Time: Tine: Cablelentith: Description: Slant Height Wmair trent Feet Meta 10m-30m— Average: True veriicol: Session Ho: B Char. 10: Stat Time: End Tial Cable Length: Description: - Slant Height Mmsurerent Feet Meter tem _30111 Average: True Vertical: Session Na: 8 Char. to: Start Tire: EM Tire: Cable Length: Desmlptlm: Slant Height Memaerent Feet Meter lam-30m_ Average: True Vertical: Soso ion No: 8 Cher. 10! Start Time: End Tice: Cable Lenlptll: Description: Slant Height Measurement Feet Motor 10M-30e— Average: True Vertical: Session No: a Char. ID: Start Time: End Tire: Cable Length: Description: Slant Height Ikmadmnt Feet Neter 10m —Mm— Average: True Vertical: Tn J&A 40 ( B Char. to: Session No: Commons: start End Titre: Tim: a char. lo: session No: Consents: start hire: End Tine: _ 8 Char. 10: Session No: Laments: Start End Tim: Tim: 8 Char. 10: Sessl on No: Commis: Start Ci m: End Tlm: 8 Char. to; Session No: Cmmmn}s: Stmt End Tim: Tim: 8 Char. 10: session Na: Cavrents: Start Tim: End Tim: 8 Char. 10: Session No: Coments: Start End Tim: Tim: 8 Char. lo: session No: Comments: Start Tim: End Tim: Tn dex# 77 fV RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT /SURVEY DIVISION GPS Station Observation Log Sheet Project Nam: CUNTOM KEITH@= 15 FW�Y1, NO Na: -D2 FD: 1234 Survey Na: Lbs/ Survey Party: L0M11Pi%ZD Survey Unit No: –Rd—Receiver Model No:.+^�rOO Julian Day: 10 Survey Date: 28W Tup:75 Hg:?)W Sec: Rho: ��A Receiver Serial NO:`2(oia4' Antenna Serial No: CUdTI( 7.%le9 Seselm N 8 Char. 1D:29 NVP Start Tine: 11'34. /1M EW Tim: 2:OnPVs Coble Length: Igen—IAM_ " Description: Fri. GUS."X" Simi Height Meos emnt F4flt– Meter 510 35 I.SII Average: 1.510 True Vertical: STC P AN*LG Aomrr Sesslan Ib: a Char. lo: Stmt Time: Eno Tim: Cable Length: IOM -300— Description: Slant Height Measurement Feet Meter Average: True Verticol: C C4'A.R IU THE SW CDR oFT1FE TP2KIn1G REA of TRE lgt4&Z VALLEY ME�ICPL CENT£ . I '± EILY of 'L FeT3CE of Tom.-i`:–ael ice= 'L Or Cr -LL ��WEag Session No: B Chur. IU: Stmt lim: EM Tim: - Coble Length: 10m -30m— Description: Simi Height Measureaent Poet Meter Average: -True Verticol: Session No: B Cllr. ID: Stmt Tim! End Lim: Cagle L"th: 100_301n_ Description: Slant Height Wasuremni Feet Wier AVerage: True Vertical: - Simi Height Measurement Session No: Feet Meter 0 Chm. 10: Start Tim: End Tim: Cable length: 1Om_30m_ Average: True Vertical; description: Session No: a COar. 10: Start Tim: End Tim: Cagle Length: 10M30111 Description: Slant Height wasuremnt Feet Mehr Average: True Verticol: Slant Height Measureeent Session No: Feet Meter N Cher. 10: Stmt Tim: End Tim: Cable Length: l0m_30m_ Average: true Vertical: Description: Session No: a Chm. IDI Stmt Time: EM Tim: Cable Length: IOM -30m— Description:. . Slant Heft Measuremnt Feet Meter " _ _ Average: True Vertical: e Char. To: 5056i Na: Cements: - Start Tine: End Tim: 8 Char. 10: Session No: Coments: start Tim: EM litre: I: H Cnar. ID: Session No: Consents: Start Tim: EM Tim: 8 CMr. ID: Session No: Comrents: Start line: IN Tim: e Cnar. IM Session No: Comrents: Stet Tine: EM Tim: 8 Char. 10: Session No: Coment5: Start rim: W nm: 6 Char. 10: Session No: Consents: Start Tim: EM Tim: 8 Char. ID: Session No: Commnts: Start Tim: EM Time: index #7`P RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet _ Protect Nene: GLl"7'" Kw TH All i /Sian DayZE30 sVfVJJ Date: 1017110 / WO Na: Z6 FB: ZZ3k Survey No: �Tva:Z Rgy��Sec:iURho: Survey Party: L014XAPDo . /I/EGfO Al Receiver Serial No: Survey Wit No: F—' / 2- r Receiver Model N0: r&Ag® AMemd Serial No: ✓ Slant Height Measurement. Session No:F at Neter 8 Char. ID: u0�/ ,Orf /0%wo M edStart Tire: /0; /7 G-oy2f 0 ETire: Cable Length: IOM -30m_ Average: True vat'cal: ' Desar0*Ion: GO /" TP C.S. tSz9 FL ✓rMr 2'.v'rir uF X PTS FGvc� /fG Fea'cE _TW /S T/I/T 28vl caY Y'2! Slant Height Measurement session No: Z Feet Meter 8 Char. lot /•Bee Simi Tine: I End Time: // Cable Lewin: lam_3Dm_ Average: Simi Height Measaenent Session No: Feet Meta 8 Chair. 10: S 7./r Z•/BO Start Time: End TIM:— Cable ime: Cable Length: IOM -30M— Average: TfUB VBY Teal: Desai Cm /" zP w%PenrnL Lr cz J_9. f-G✓IN ver Poi ,ml., /` o Slant He Measurement No: F Meter 0 Char. 10 I Z• /ga Start Time: /ZU End Time: Z I L:S Crele Length: ,I®0 IDm_ Average: Simi Height MeasUresent SAM lM No: 3 fee} Meter B Chm. 10: 41l37 7�T/� Ei1$0 Start Time:/ 136 �'], l� 2. /80 End Time: I/ r 9 d& .7 /S 7-1/90 Cable Length: 10m_IDm_ Average: Ls, ssa N oe True vera I: Dascrotion: Fq: /" Tn %P/_9sT/G /dP. /hL. DOT. O' £��2 PM 2/0/LC CAL ;E4r 5, MON MRP _ _ f low, ce1, ti. FT ON MAP 2 S Z Simi Height Measaenent Session No: Feet Meta 8 Chair. 10: S 7./r Z•/BO Start Time: End TIM:— Cable ime: Cable Length: IOM -30M— Average: TfUB VBY Teal: Desai Cm /" zP w%PenrnL Lr cz J_9. f-G✓IN ver Poi ,ml., /` o Slant He Measurement No: F Meter 0 Char. 10 I Z• /ga Start Time: /ZU End Time: Z I L:S Crele Length: ,I®0 IDm_ Average: ✓ Slant Height Measureeent Session No: 6 Feet Meter 0 Char. ID: 7,/f Zr/BO Start Tire: 11;32. End Tine: Cable Length: IOM -30m_ Average: tical: Uescrl0rm; FP, /" I */Yp Lktr/ Ls, ssa N oe z / Pn8 210/!S .ALLS Goa. /^ P GAC DOT H Z/0 /S r'o-tLf FOR iP ca nor ✓ Slant Neighs Measureaent Session Na: Feet Meter B Ohm. ID: V-39 7,/f Zr/BO Stat Tine: End Timer Cable Length: 10m _30m_ Average: true V rt'cal: "Z—IASTIG Dewrlanm: / P w�FCAP S SS7'_91 FL✓S pe.z PM9 vT Pn8 210/!S .ALLS Goa. /^ P GAC DOT ✓ Simi Height Measureant State 'on No: 6 Feet Meter 8 Char. ID: "At L, OSS /. Ar9la Start TIM: End Tire: Cable Length: IOm_30m_ Average: True vertical: Oesm iOtion: �P• /"Zdo w/PL.1:5(AC- G✓1P LS SSz9. FC ✓S '�'h8 / Pn8 210/!S .ALLS Goa. /^ P GAC DOT T16 ea #'9O 8 Char. 10: Session No: Comentst start Time: End Titre: 8 Char. 10: Session N6 Consents: start End Time: haat e Char. 10: Sass inn No: Com ants: Start Timm: End Time: a Char. 10: Session No: Commnid: Siwt End hire: Titre: 8 Char. ID: Session No: Consents: start Tim: End Tim; 8 Char. ID: Session No: Consents: start End Titre: .Tine: 8 Char. 10: Session No: Laments: Start Titre: End Tine: 8 Chet. ID: Sass ion No: Comenta: Start Tine: End Tim: R A RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet Project NOW: GG/NFON K61?N C' S /S %YT/i duran Day'980 S�s Mte: NO No: 4z -99269' FB: 2234Survey No: 4A39 TMD: TS Rg:y��ec:;c�'Tim: Survey Party: (VpAA"00 Receiver Serial No: Survey unit No: R -/Z- Receiver Model N0: ,S000 Antenna serial Kon - Slant Height Measurement Session No: %/ feet Meter a Cr,lo' 7 JL"L.Af/a Sto t rima: End Titre: Coble Length: lM—JOm_ Avenpge: T vertical: Descri0tim:r rA0, r Tfue✓� FL Sri6 CAP/ 1 VS Hr: VP PH 2/ Seas lm No: a Char. ID: Starr rilre: EM Time: C66le Length: Dexriptiont 10m_30a_ Slant Height wasuremtl Feet Meter Avenage: True Vertical: CALio Fs "YF L.S 9038 O:AY 5'L7 OF r MOP O_ PNB 210//s CA" FDR P, ze CAL DOT Session No: �/0 8 Char. 10: SLYL Start rine: End Tine: :S7 Cable Length: 10m_30m_ Dexriptim: FO. P. Slant Height Measurement ,Fee_tI' Meter _ Average: i e Vertical: -; Gu SSZ9 session Np: 8 Char. ID: Start Time: End Time: Cable Length: Description: IOm_JM_ Slant Height Measura¢ent Feet Meter Averag rryCVM't ul: et FGVSH M!z: a h yH AV Zr AS F . SIRd Height Measuremnt Session N0: Fast MQ R a char. ID: Start Titre: i:o/ End Time: z: 09 Coble Length: 1Om_30_ Average: iM1M1yy Vert'I: Oescri tion: Fur Pd As TIL '.�29. FLU'SHtyset Seeei IXl No: ecmr. Io: Start T;ae: EM rine: Cable Length: Description: 10m_lM_ Stmt Height MeasurWenl. Feat Meter _ Average: True Vertical: Slant Height Medial Session No: Feat Motor 8 Char. lln Start Tame: End TL1e: - Cable Length: lCm_3am_ Average: ' True Vert Fol Description: Session No: 0 Char. ID: Start Time: End Time: Cable Length: hascriptiam l0m_30m_ Slant Height Me0eP9Rn1 Feet Meter Average: True VY}IWI: T_�eA41z a Char. ID: Session Noe Cements[ start Tine: - End Tim: N Char. ID: Session No: Cements: stare Trms: EM Time: N Clear. IU:. session No: Cammnts: Start Tina: End Titre: B Char. ID: Session No: Camrents: Start Tine: End Tine: " F®2 e Char. ID: Session Nd: Coa:enes: start Il re: End Iin: a Chat. ID: Session No< Comants: Start Tim: '.End Tina: 6 B Char. ID: Sass! an No: CMR9nts: Start Tine: EM Tim: B Char. ID: Seas ion No: Cements: Start litre: EM Tial: #83 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet \ \' Project Heads: riwwbN KEIT14e T.15 FW, Jul ian noyt -B� 9 Survey nate: 1b�012ca NO No: 2�FH: 7M Survey No:Ar�Tvp:2 Rg:ahLSer.3 Rho: Survey Party:LI"1gI�lE.�S �aHE5Rr31�D1 NE�bN Receiver Serial No:'95161'616* Survey Unit No: R�7 Receiver Model No: $gbl7 Antema Serial No: �i „LN I K:X hc....a Slant Height Measureaent Sees iri NO: • Feei. a Char. Ib: B COar. ID: .2JS— 1 51 5 erg Stan A 5 Average: 1 5 8. : End eidemr 5 Descriptio: .1 I15 Coale Length: AW —30m— Average: 1.569W Slant Height Measurement Session No: Feet Meter 8 Char. 10: Start Tire: _ End Tim: - Cable Length: 1W -30m— Average: True Vertical: Slant Height Measurement sesslon Na: Fast Metal, 8 Char. ID: Start Time: End Time: Cable Length: IOm_30m_ Average: True Vertical: Oesmipti0a: Slant Height Wasurerent Session NO: Feet Meter IL Char. 10: Start Tine: End Time: Cable Length: TQn_30m_ Average: True Vertical: Coact l at ian: Slant Height Measureloni Session No: Feet Meter e CMF. 10: Start Tiri: EM Tine: Cable Length: IIMc_30m_ Average: True Vertical: Slant Height lbeaAYertent Seas Ton Nen Feet NOW a Char. Ib: Start Tm: Enc Tine: Cable Length: 10m_30e_ Average: True Vertical: Slant Height Measureloni Session No: Feet Meter e CMF. 10: Start Tiri: EM Tine: Cable Length: IIMc_30m_ Average: True Vertical: Slant Height Measureaent Sessim No: Feet Neter 8 Char. 1W Start Tide: End Tice: Cable Length: loll Average: True Verliwl: Slant Height Measurement Session Na: eter8 Feet Neter- 8Char. ID: Short Tine: End Tlw: Cable Length: IM —30m— Average: True Vertical: Descriptio: Slant Height Measureaent Sessim No: Feet Neter 8 Char. 1W Start Tide: End Tice: Cable Length: loll Average: True Verliwl: T-ndex #4Ll a Char. ID: Session No: Com anis: Start End Tine: Tim: a Char. 10: SBSei61 No: Corme:rcs: Start Tim! End TiMa e Char. 10: Session Na: Convents; Start End Tim: Tine: a Char. ID: Session No: Cmmente: Start Titre: End Tine: IFA2 8 fear. 10: Session No: Convents: Start End Tine: Tim: a char. ID: Session No: CammnlS Start Tim: EM Tim: B Char. 10: Session No: Cammnls: Start Tiro: End Ti®: 0 Char. ID: Session No: Torments: Start Tine: End Tine: C) U 144ex #td 5(7tJ1 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet Project Name: CLItJTOnT KCITH @ S 15 FNY. Julian Doy:y�1[ Survey Date: 10/07/26b9 20- Survey No: .�775 Tw..'Rgl!kWSVC! —3(0— RhO: 0 No; AZ -6264 FB: 2 4 Survey Pol LIMAWS y to H6AQD0 yAJELS04 (Q Receiver Serial No:0=42 % Survey Unit No: Receiver Model Na: ` � AMelvla Serial No: 29aCb) Simi Height Measurement a: 1 Feet Met 10: 8 V 4.A5 11509 er 4,95 1.508 : Z:Z7 av, 4.05 1,503 ngth: 10m_]Om_ Average: Nr�$ iy vertical: i m:5Q 3W REAAz 4aelV.c .rm:"S. FF Slant Height Medwrenent Swaim No: Feet Meter 8 Char. ID: Start Time: End Time: CM16 Lenoth: NOV-30m— Average: True Vertical: Description: FL. T h' ' )N y�TN RT' -L /A W F6N E 13 CNY M±G'LY 1In 2M:l46RE — Slant Height Measurement Session No: Feet 1 Meter e Char. ID: Stmt Time: End Time: � Cable Lml 10m _30m_ Average: True Vertical: Description: Slant Height Measurement Swaim Nol Feet Meter 8 Char. I0: Start Time: End Thein' Cable Length: I0m_30m_ Average: True Vertical: Description: Slant Height Measuranant Session Ho: Feet Meter 8 Char. ID: itart Tine: End Tine: Cable Length: tam _30m_ Average: True vertical: DescrlDllm: Simi Height Measurement Session Ho: _ Feet Meter B Char. ID: Start Tice: End Titre: Cable Lmgih: IDm_30m_ Average: - True Vertical: Dwatiotlon: Slant Height Measurement Swaim No: Feat Meter 8 Char. 10: Start Time: End Tire: Cable Length: Idn_30m_ Average: True vertical: Description: Slant Height Measurement Swaim No: Feet Meter 8 Chat. ICh Start Tire: End Tine: Cable Length: IOn_30m_ AYeragel True Vertical: Description: index N Char. I0: Sessim No: Commas: Stmt Time: End Time: A Char. 10: Session No: Comenty Start Tian: EM Tine: A Char. 10: Session Na: foments: Start Time: EM Tine: B Char. 10: Session Na: Consents: start Tim: EM Tim: c ViiZ3�n¢9 0 Shur. 10: Session No: Co:menis: Stmt Tire: End Tim: B CMr. 10: Session No: Canons: Start Tian: EM Tim: e Char. I0: Session No: Conews: Start Tim: EM Tim: C Chat. 10: Sresim M: Caments: Stmt Tim: EM Tire: r 1 14je)<Ag 7 Z RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Lag Sheet Project Kam: L 1NrpN Ktir/y e S /r !WJu I ion Day: 179 5�y5 pate: O O No NA -Z-07-11; TO: 2234 Survey No: &A6Tabu-73'Rg:y��ec: Rho: Survey Party: ZO//'o�Blitznc• NP[Ja.v Receiver Serial No: /fBZL/SSZbp Survey Unit Ncn T` - 1 Z Receiver Model No: SO 00 Antenna $trial No: Session No: / a char. 10: 'f 06 time: /0/O I VY _ VV Slant Height Measurenent 'Foot.t Neter _L ,S/ b8 �� /• Slam Height Measurement Session No: -f Feet Neter B Clwc ID: a A B`iA Start iillpi EndstartT Eno❑Ti r4 A ./v /. CLd Endtime: Coale Length: IOm_30m_ Average: Cable Length: 10m _30m_ Average: Vae Veftic0l: Oesc"ptign: �0_ �'X 4'" C� M6Y, Ira Y!f teal: pescria}Im: D• /r' P ' GS SS dR f yr WJRaACS PAN. L✓SN Ems i an No: Z 8 Char. la:� O3 Start Time:1�J End Tine://•So Slant Height Measurement Feet Meter /.. OtF LE40 S•o y 8'ip V:i /, AY'O Slant Height Measummort Session Na: G Feet / MMeteP 8 Char. ID: y3'✓ (O Start line: End Time: Cable Length: 10m _30m_ Average: Coal Lmgth: lam Om_ Average: Descriatim: IWW, true Vertical: f. �Ydr- � true Verti al: Descriprion:.I c, •r d. aL C.Fsrrc cA n ✓ O bJ 0 Slant Height Monnarement Slant. Height MeaMenent Session No: 8 Char. ID: 4/0 Feet Meter 6,0 /. SI0 Session No: Feet Meter 8 Char. 10: Start Tim: i3s Start Tion— _/Z End Tire: /�a : Y'3 End Tire: Cable Length: IOM _30m_ Average: Cable Length: 10m -30m_ Average: pesoripti m: CO. /• nA. .,&rf 6yST true Vertical: Lp Ld.. 33 True Vertical: Descrlprian: Session Na: 8 Char. 10: z z Slant Height Measurement Feet After 6Y 1. BVd Slant Height Measurement Session No: Foot Meter a Char. ID: start Time: End Tine: i s 2,f start Time: End Tine: Coale Length: 10m -30m— Average: Coale Length: ICal Average: Ir Vertical: Do ti %O•/°I!P W/Pe441L True VRtlaal: Description: Z•S 5529 oto /P -/s / GLVSAF 8 Char. 10: Session No: Convents: ' Start Titre: End Tine: 0 Char. 10; Session No: Comems: SIMrt Time: End line: B Char. 10: Session No: Laments: Start Time: End Tine: B Char. 111: Session Nm ca ts: Start TIM: End Time: nnaiA 0 Char. 10: Session No: Consents; Start TI®: EM Titre: 9 Char. 10: Session No: Cements: Start roe: End Tie: B Char. 10: Session No: C nts: Start Tine: End Time: S Char. I0: Session No: Convents: Start Time: End Tine: RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION CPS Station Observation Log Sheet Project Name: CL Ni010 Ye rHA 0115 FMI. Julian Dny:'Zr1? Survey Date: 10/oro/1ao9 W0 Nal FR: 2234' Survey No: L457 Tp:2S RgT-5h(Sec:�&— Rho: Survey Party: I0H6RR001 A)U(Sod Receiver Serial No: 451(e14R16.4 Survey Unit No: 13/7 Receiver Model No: JBce Antenna Serial N0: Slant Height Measurement Somion No: Feet Neter 8 Char. I0 � Slant Nejgilt Wasurenent Session No: Feet Meter 8 ID: End T aiae: A 5.21 56 Cad Timer art Start Time: Coble LengM: ion —30m_ Average: 1 Cable Length: IOM—30m— Average: L True v.0 Au Description: s."%" @TCS@Abad. tbaar True verrcgiF Deamiprim: ww-. OF CniRTl IN TIE SW (nR OFTIGflMY p1G ARFA VAUEY NE010AL f£N1gL I(D'fUm 2Wj6 rm0 of E'LY R/W fEUCE OF S/5 FNY. • 1nYf A 'LY OF C T W6 f 6NIT W hS X30 p.HTEQ Slant Height Measureeent Slant Neigh Measurement Session No: Feet Meter Session Rp: feet Meter 8 Char. 10: 8 cher. 10: Start Tine: Start Tine: End Tim: End TIM: Cable Length: 10m-30M— Average: True Vertical: Oesatipti m: Cable Length 10n_30aA_ Average: True vertical: Desmiptlm: 1 slant )leight Neasurmant - Slant Height Memlrement Session NO: Feet Meter Sessim No: Feet Meter 8 Char. 10: 8 Cher. ID: Start Tine: Start Tine: End Time: EM Time: Cable Length: 10m-30m_ Average: Cable Length: IDm_lcm_ Average: True vertical: True Vertical: Description: Description: F422 4 2 6 Slant Height Measurement Slant Neitfi MCWereNni Session Mae Feet Meter Session No: Feet Meter 8 Chat. 10: 8 Chair. ID: Start Tine: Start Tice: End Tm: EM Tine: Cable Length: 10m —30m— Average: Cable Lengthn 1Pn_30m_ Average: % True Vertical: Description: - True Vmtiml: description: index #G 0 e Char. ID: Session No: Comments: - Start Tire: End Tire: a Char. ID: Sess i on No: Cements: Start Tine: End Titre: 0 Char. ID: Session No: Cements: Start Tine: End Tine: 0 Char. ID: Session No: Contents: Start Tim: End Tire: 0 (hon ID: -Session No: Comen": Start Tin: End Time: 0 Char. lo: Session No: Commnts: Start Tin: End Titre: 0 Char. ID: Session No: Comments: Start Tin: End Tin: B Char. ID: Session No: Cmmmnts: Start Timm: End Tin: RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION /tel � ' GPS Station Observation Log Sheet \ ! Project Nare:C4rJ`l KEIT F/@r/JFW Julian Day:Z19 Survey Date: X00 :KO C NOA2�02(P FN: WA Survey No:1+A�TVp:7S Rg Sec:3& Rho: Survey Party: 10"O2O01 Aleucle1 Receiver Serial Ra:OZ20242.79(; Survey Unit No: R13 Receiver Model No: 48DD Antenna Serial No:d� ._ - I Slant Helahi Measurement Session No: I Feet Meter Slant Height Meaeurel:ent Feet Meter _ Average: True Vertical: 8 Char. 10: IB uvn 126 1.5B .. Start Tine: A:SDPM 47 1,50 End Tinw.A222M 4095 11510 Cable Length: loll Average: ._ - I Session No: 8 Char. ID: Start Time: End Tioe: � Cable Length: tpo_30m_ Dexrerim: Slant Height Meaeurel:ent Feet Meter _ Average: True Vertical: .. Session No: 8 Char. ID: Starr Tire: End lire:— Cable Length! 10m -30m— Desrrieti m: Sort Height Measurm ent Fact Meter Average: True Vertical: Session No: 8 Char. 10: Starr Titre: End litre: Cable Length: 10m -30m— oesaiption: Slant Height Moosurell l Feet Meier AVW098: True Vertical: Sl art Height Measurehent Session No: Feet Meter 9 char. Wn Start Tine: Eno Time: Cable Length: 10m —L1nl_ Average: True Vertical: Description: Slant Height lbaS:Ypleni Session Na: Feet Wier 8 Char. ID: Start Time: End Time: Cable Length: 10m_30e_ Average: True Vertlaal: Slant Height Meamrm ert Sessi O'1 No: Feet Alder 8 Char. ID: Start Titre: E:rl Time: _ Cable Ler9th: 107-3001_ AvaDge: True VX1i W l: Slant Height Measurement Sese i an No: Feet Meter 8 Char. 10: Start Tine: EM Titre: Cable Length: l0m_30a_ Averege: 1 True Vertical: In j&IX -#"1Z 8 Char. IT; Sass i a: Na: Conenns: Start Time: End Titre: 8 Char. ID: Session Na: Caensnts: Start Time: , End Tim: 8 Char. ID: Session No: Cements: Start rare: End Time: 8 Char. IDi Session Na: Constants: start Time: End Tine: F� 8 Char, ID: Session No: Conrentw Start Tine: End Tine: a Cnor. ID: Session No: Constants: Start Tine: End Time: 8 Char. ID: Session No: foments: Star} Tim:: End Time: 8 Char. ID: Session No: Constant: Start Time: End Titre: il RIVERSIDE COUNTY TRANSPORTATION DEPARTWNT / SURVEY DIVISION GPS Station Observation Log Sheet Project Name: C&WrBU 90,17'At .t/S FawY Julian Day:2-18 survey Date: /OS tl No NO: A2 -i ED:233Q' Survey No: (,477 rep:L Rg Yw /arSec: Rho: Survey Party: L/Nh k£9/ ,� *✓ / Receiver Serial No: Survey Unit No: 9--)7- Receiver Model No: SBno Antenna Serial No: Slant Height Measireaent Slant Height Meewrenent Session No: Feet Meter Session No: S FeetNater e Char. ED: Yf 33 G/A Ls7/ 8 Char. ID: yzv, 6&/•Yyy Start Tine: /2y3il /. r7/ start Time: �ytlL End Tim: /2 i4 /. i 7L End Time: Cable Length: 10u—lOm_ Average: Cable Lengtm 10n_30m_ Average:, True Yer}Icy I: true Vertical: - Oes iptloru pn l % y, P W/ OLAY1 nC Dexripti i'0. A/'V X Yw ep*L, O&51' rLVIr 57&;w! 11 IsaD '�l?R 1�7/ TO Ogg Wtny f3— 2H S3'JRi4 pall F!y FT CR LTRANS R N&TCE 42V Le FLE NO:of slant Height Relator Court Sees l an No: ?' Feet Neter e Char. ID: 12H S./6 L57/ start Time: /i, tl End Tin: 13-1 jL Coble Length: lom_30m_ Average: Tone Vert cal: Description: FJG IAV"d. 0. W SAwv1%60 OSItiZam O /c n " x J lTN coprys CcyNTe KE/ /FmeYrEtl '��5 ✓ 3 Slant Haight Measurement Session NO: Feet Meter 8 Char. ID: Y 5, /6, /.57/ Start timet EM Time: 9, Cable Length: 10o -30m— Average: Slant Height Measureaent Session No: � FeeJ Meter 8 Char. I0: Ye5' i.05 /. 8Yy Stat Time: 1$:5pE VVW EM Tine: /YF03 Coble Length: 10m_30m_ Average: True Vert col; Oescr iption: F0. �r° SO w�PLAyrle. fl.iil� S,-MnPFM &CA, F Rp r^ AN3:. n � T nl7% .5 51001 Height Measurement Session No: Feet Meter 8 mar. 1D:��e dS /•8440 Start Tine: /H%Z% End Time: /4l 3S Cable Lengro: lam —lOm_ Average: r a Ve / h- Dexriptian:_ A0. lr LP aw/TA4 369P E NL .V VN n_ VMn Esq Ir39 Slant Height Measureoent Session No: Feet Meier 8 Char. 10: ! Start Tima End Tim : _ Cable Length: 10m -30n_ Average: True Vertical: Description: 2 1 S- -6 4 5,1 Slant Height Measuratent Session No: Feet Meter 8 Char. t0: start Time: End Film: Coble Levill 1om_30m_ Average: True Vertical: Description: TvRACX491-1 a Saar. o: Start Session No: End Comments- Tire: Tim: 6 Char. iD: Session No: Camrenis:._ Start TIM: End Tine: _ 8 Char. ID: Start Session Na: End Laments: Time: Time: 8 Char. ID: SeS61aa No: Can:reats: Stan iron: End Tim: - T 1 8 Char. ID: Stan Session No: End Comments: Time: Tim:l 8 Char. In: Session No: Codments: Start TIM: End Tim: I Il if I 6 Char. ID: Start Session No: End Laments: T i rte: Tim: 8 Chat. ID: Session No: Start Tine: End Titre: index -AFM SAWRIVERSIDE COUNTY TRANSPORTATION - DEPARTMENT / SURVEY DIVISION GPS.Stotion Observation Log Sheet Project Now: toklmN (/g1Ty .� ZA$ En Y auiian Day: Zl7r Survey Date: . seer To: -T5; Hg: 3' SealLflno:— urn No: taae�4 FB: 2434w 45 Survey Party: LN/RR55;` 11%1-5viv- Receiver Serial No: 4516148164 Survey unit No: R-7 Receiver'Modsl No: 54-099 Antenna Serial No: Session No: / A Cho-. ID:- 2.9 HVP Start Time: If t f1 AM End Time: a:-a'a-"IMtt - Cable Length: 10m _30m_ Description: Fn CKIS Slant Height Mcoswemant FEet Meter 5-.09 115- '�. 0 1 /, SSD S.O# b!r9s, Average: iruey tical: X rC� Session No: a Char. ID: Start ❑::e: End Tine: Cable Length: Desm iDYim: Slant Height Feet 10m _30m_ Average: True Vertical: Measurement Meta ANLLE. PoANr OF CV99. /N THE 5W fA2 OG fKF HARK t N h2EA OF TwA TNLANA NL✓ V AY 3 F. &V a cy R/Yiv P6NLE OF ZISI Wet NF / U aF fFVt TOW62 Section No: 8 Cher. 1D: Sro'} lime: End TI:e: Cable Length: Description: tam —3am_ Slant Height Measurement Feet Meter Average: True Verliaal: Sass ion No: 8 Char. ID: Start flan:— End lire: Cable Length: Desmiptim: lom_30m_ $lent Height Feet Average: True Vertical: MWeureRent New FB22 Silesian No: 8 Char. ID: Vert .Tire: End Tine: Cable Length: Description: I 10m —30m_ Slant Height Measurement Feet Meter Average: True Verflca It Session No: 8 Char. ID: Start Tire: End Titre: Cattle Length: Descripti an: 10m _30m_ Slant Height Feet - Average: True Vertical: Measurement Meter Session No: 6 Char. ID: Start Timet End Time: Cable Length: Description: 10M _30m_ _ Slant Height Measuremnt Feet Neter Average: True Vertical: - session No: 8 Char. ID: Start Tied: End Time: Cable Length: Description: 10e _30m_ Cleat Height Fact _ Average: True Vertical: Measurmnt Meter l4ex -49 6 8 Chat. 10: -Start Session No: Cements: End Tire: Tl rte: 8 Char. ID: Session No: foments: start ThM End Tine: 8 Char. ID: Session No: foments: Start ` End Tine: Tine: 8 Char. ID: Session No: Comen+s: Start Titre: End Tim: 8 Char. ID: Session No: Cements: start TTM: End Time: 8 Char. 10: Session No: Cements: start Time: Ena tuns: N Char. ID: Session No: Cements: start End Tim: Time: 8 Char. ID: •Sass i on Nei amments: start lire: End Time: u -jnAex*-ql 0a). RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION OPS Station Observation Log Sheet 1 Fro!ect Name: e<1N rdN iGE I L ,= IS FW)L-Ju I ion Day: Survey Date: yo/6�09 ND No:A2-0219 Fill 223A Survey No: (,4s7 Tw:7S Rg:L•WSec;A Rho: Survey Party: I zIan17-F 5 N6<50N Receiver Serial No:02"Z4Z79(& SwVey Unit No: rL-3 Receiver Madel No: yyod Antennc Serial Ne: Slat Height Neasurenmt Session No: Feet' pit B Chair. 10: /A HVP 5_1777 start Tire: 9tS6 L 576 Slant Height Measu'ment WelchWelchNo; Feet Meter B Char. 1D:— Start Time: 1 End Titre: Cy, 9 1.979' Elm Titre: Cable Length: 10M-30m_ Average: Cable Length: IW-30m— Average: TrVertical: Oeq>r ipti➢n: �Q J/fi°ap R AAA w True Vertical: Description: C:n T2ro 5. �cRS !"rn Ca� PL.f 33b ,m Z NWr <Y of ru PY & 1M/y�p� . NCS RWF.NGE Zl� /dMi.f6.y mF 0�7.O H0 try R'� Slant Height Mmour ment Slant Height Measuremnt Session No: Feet Meter Session No: Feet - Meter - e alas Ni: a Char. 10: Start tire: start Tice: .End Time: - Ener line: Cable Length: 1W-30m— Average: Cable Lengm: 10m-30m— Average: True Vertical: Description: True Vertical: Depatipflon - - Slant Height Measurement Slant NeigNt 4easurela.M Session No- Feet Maier Swat on NO: - Feet Meter a Chat. 10: 0 Char. ID: Start Timer:' Start lire: End Tine: End Tine: Cable Length: 10m-30m— Average: Cable Length: 10m-30n— Average: True Vertical: True Vertical: Description: Description: Slant Height Measuratent Slant Height Measreoent Semlal No: Feet Mater Sessi an N0: Feet Meter il Chat. 10: 0 Chat. 10: Start Time: Start lilt: End Tine: End Tine: Cable Length: l0m_30m_ Average: Cable Length: Icm_30m_ Average: True Vertical: Descrlptlml True Vertical: Desmlptim: -'Y) dexl 4916 8 Char. ID: Session No: Coments Start Tine: End Tim: a Man. lo: sessi an No: Coffili Stat Tim: End lin: B Char. ID: Session No: Canelts: - Start Tire: End Tim: 9 Char. ID: session No: Comments: Start Tim: End Tim: F FRCS e gear. lo: session NO: Coments: start Tin: End Tim: a char. le: session No: Comoents: short TIM: End Tim: e Char. ID: Session No: Camnsnis: start Tim: End Tim: a Char. ID: session Nce Commnts: Start lim: Em Tim: u :fT,0 c# qq 0 / RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT /SURVEY DIVISION GPS Station Observation Log Sheet Project Nam: LLr/.'fDN Kbrr/y 40 Z /S Fwy Julian Day: Z73urge y cote! _9/30/D9 XNa: 1-6 FB:72�4'Survey No: �/J7 TMy:75 Rg:4*W-Sec:M Rho: Survey Party: LeNAIZE5 /✓AL, -?0 . Neaiver Serial No: Survey Unit No: rQ�IZ Receiver Model No:'J frnG Anterni Serial No: Slant Heigint Measurement Session N0: / Fear, Meter 8 Chan. IO:/01- 9;0 16 I S71' Slant Height Measurement Session No: Feet Meter -e Chaff. ID: Start Tine: /31S 1.571 Start Tire: End Tine: r3z4 /r 57Y End Tire: Cable Length: IOm_IDm_ Average: Cable Length: 10m -30m_ Average: true Vertical: Descrip*ion:- GD. —1 e'Z w//01,, t )•A/r LS 369k fL Q CA'�r2/+-.�'5 k/w True Vertical: Description: l=fNCf 'L h�0 /NT fb _ 1'nN eFi rM ANO Z /S Fwy Slant Height Measuresent Session No: Z Feet Meter 8 Chen. 10: 433 5.16 /. 5r7Z Slant Height Measurement Session No: Feet Meter a chair. 10: Stmt lime: 1331 Start Titre: End Tine: 13 it End Tire: Coble Length: 10m_30m_ Average: Cable Length: I0m_30m_ Average: gTrue vertical: Desorbtian: GD /y ZO w/�bAs r'c - True Vertlaal: Descr i pi h m: P/ -L/ STAM yaF '/CA rF OOT FL, 02 CA Lr2ANS R/w rFN er, 'w F 4 VAn /Nr. rzr .v"N Ler//j ND s 6w J;Ly 6 4 to F- C,.4 Yf 2fl. f GLU .5 Slot Height Measurement Session No: 3 Fast Meter e Char. ID: 1-o S.A 1.57L SIKH Height Measurelrent Sess l on No: Feat Meter 8 Chen. ID: Start Time: / Start Tire: i07 End Tim: /4e9 End Time: Cable Length: IOm-30m_ Average: Cable Length: 10m_30w_ Average: ,True vertical: Description: r/ c 6N True vertical: Description: ✓a /N , AH AS nRjvsm , St eLl. tne.' a4 lqcgFri n N'y BoA- SEC. 6�T75 /L It Slant Height Measurement Session No:Feet Meter 8 Chen. ID: 2zsr S/6' /.S7z Slant Height Neamressnt Session ND: Feet Now 8 other. ID: Start Tire: ./427 Start Tlm: End Titre: /436 End Tire: _ Cable Length: I0m-30m_'Averoge: Cable Length: 10m_30m_ Average: True Vent ical: Description: GO. IyY„ SP ✓/�5„-t AJ//G� - True Vertical: Oescri Dtion: TLP, GL.y OPEN Po5/T,pp Is OD'SM rf// /i+v Ln O .L/MYON KFr/agccb/o T<D A3 r✓G COR/ SELc Soden *tcc 0 Char. 10: Session No: Laments: Start End Time: Tine: 0 Char. 10: Session No: contents: Start Tim: End Time: 8 Char. I0: Session NO: Contents: Start End Time! Time: 8 Char. 10: Session No: Comrents: Siert Titre: End Time: 0 Char. 10: Sees Ton NO: Contents: Start Tim; End Ting: 8 Char. 10: Session NO: ca ts: Start litre: End Tim: 0 Char. 10: Sees; On No: Contents; Start End Time: Time: a Char. I0: Session No: foments: Start Tine: End Time: C� �l J fo3 NA.MIE � CI-N/>•I<rH 273p9 �1nde>c#�®� 4g RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION UGPS Station Observation Log Sheet Project Now: G'61NTPN F6UN e Z V+T FWV Julian Dari 273 Survey Data: 9130145 10 No: Aa --LG FR: 22A/Q Survey No: 4A5 Tp: Z. PC:Li WSec: I Rho: Survey Party: JiW A 26S• 1/9�5 a Al I Receiver Serial No: Survey Unit No: k-3 Receiver Model No: 41gaa Awanna Serial N0: Slant Height Meaeurenent Snslon No: Feet MNer e Char. 16: Stmt T;me End Tina: Cable LengM: Ipn_30a_ Average: True Vertical; 51 ant Height Measurement Session No: Feet Meter 0 Char. ID: Start Tice: End rine: Coble Lsgth: 1Cm-30on— Average: True Vert1WL Description: Slat Height accoutrement Session No: Feet Meter e Cha. ID: stmt ripe: End Tine: Cable Length: 1W -30m_ Average: True Vertical: Description: S Session No: e Char. ID: Start Tina: End Ti®: Cible Length: 10m_30n_ Description: Slant Height Measurement Session No: FeetMeter ' e char. ID: Y3z 5,06 /, 442. Stmt Tide: /�— ,O6/ /. S"W End Time:—/S/S 67.06/ Cable Length: I& -30m_ Average: - - Vue vVti nal: Desaipfim; FJ. I%Y ��SP✓/IN PLAJ TIC OLUL STA,m PED CRLIF PoT nA FL. AT PO/Nr /N Q F /W' FElvCF /DO' i NrLy Op /0 �2 Y I BI AND NO2TH 0.ur0 ON—RA, 12 .I Slant Height Meaeurenent Snslon No: Feet MNer e Char. 16: Stmt T;me End Tina: Cable LengM: Ipn_30a_ Average: True Vertical; 51 ant Height Measurement Session No: Feet Meter 0 Char. ID: Start Tice: End rine: Coble Lsgth: 1Cm-30on— Average: True Vert1WL Description: Slat Height accoutrement Session No: Feet Meter e Cha. ID: stmt ripe: End Tine: Cable Length: 1W -30m_ Average: True Vertical: Description: S Session No: e Char. ID: Start Tina: End Ti®: Cible Length: 10m_30n_ Description: Slow Height Neaswurent Feet Neter Average: True Vertical: Session Na: 8 Char. ID: Start Time: End Tim: Cable Length: 10m Description: Slant Height MeapFem¢M Fact Meter -30M— Average: True Vertical:_ C 2a i ��—{ 4S—I Slow Height Neaarenent Session No: _ Feet Meter e Cnor. ID: Stmt Time: EM Tine: Cable Length: IOm_30ti Average: True Vertical:. Slam Height Measumm t Session No: Feet - Meta $ Char. ID: Start Tire: End Tim:— Cable Cable Length: 10m -30a— Average: True Vertical: — link * 1 OZ B Cha. 10:. Session No: Commis: start rine: End Time: a Char. 10: Session No: Caments: start Tine: End Titre: B Cha. 10: Session No: ComeMs: Start End Tine: Time: B Cha. 10: Sesslon No: Conrenl5: 5"r1 Tire: End TIM: b4 5 2 9 5 4-5 e CJwr. IN: Session No: foments: Start End Tim: Tine: a c1ar. 10:. Session No: co eMe: Stmt Tine: End Tine: 8 Cha. IN: SAW on No: Gamins: Stat End Tine: Tine: B Car. 10: Session No: Comentst Start Tine: End Titre: 0 �nde>c�k163 d RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION GPS Station Observation Log Sheet C/ Project NOIR: Cf//NMM AE*;lfHP Z IS ill Julian Day; 27 5 Survey Dete: 30 WD Na: ft2_elby FM: Ubg& Survey No: (,457 Try: Rg;�*ec:�Rho: Survey Party: / AWa265, AI625oN Receiver Serial No: Survey Unit Nce g % ' Receiver MWel Nb: 5W 0. Antenna Serial No: - Session No: 8 Cher. 10; A109 Start Time: yY r'S9 End Time: /H St Z Cable Length: IOm_lgm_ DestriDtion: PO, 2".LO -S a THeighi Measurement Tsai Meter H.rr /. 39f 3 /% 39 Average: irpe Mart i Cal: w/Mont ago Session No: 0 Char. l0: Start Tice: End Tine: Cagle Length: pescrip}i on: SIC& Height Feet 10m_3Qa_ Average: True Vertical: Meosureamt Meter Ane ✓NO ' peps �..+ sc_ / A�/_�_ AL 3W _ { Session No: B Char. 101 Net Time: End line: Cable Length: 10m _30m_ 0escripti an: Slant Height Feet Average: True Vertical: Measurement Meter Session No: 0 Char. I0: Start Time: End Tim: Cable Length: Desiripth0ce Slant Height Measuremnt Feet Meter Tm_30m_ Average: True vertlaal: Slant Height Session N0: Feet 0 Char. 10: Start line: End Time: Cable Length: 10m _30at— Average: True Vertical: Desmiptim: Measurenent Meter Session N0: B Chat. ID: Start Time: End Titre: Cable Length: Descriptio: Slant Height Fact 10m _30m_ Average: True vertical: Measurement Meter l/�/\/ Session No: 8 Char. We Start Time: End Tim: Cole Length Igo _30m_ asset ipf iaa: Slant Height Mecauremant Feet Meter Average; True Vertical: Session No: B Char. 10: Start Tim: End Tim: Cable Length: Description: Slant Height Fee lot —30m_ Average: - True Vertical Measurement Meter e Char. I8: Session No: Cammnls: start End Titre: Time: 8 Char. 10: Sesslan No: Corrents: Short Tuns: End Tine: 8 Char. I0: Session No: Co news: Start Time: EM Time: a Char. 10: Session No: Comments: Start Tine: End Titre: ��2234 8 Char. 10: Session Na: Laments: Start End Time: iiM: 8 Char. I8: Session Na: Coments: Start Tine: EM Tim: 8 Char. I0: Session No: LomRa16: Stort End Titre: lice: 8 mar. 101 Session Ne: Conceals: Start Time: Erna Titre: J u FB2234 5-6457 T�)Jcm'B 6 RIVERSIDE COUNTY SURVEYOR MONIILffNT DESCPIPTIONg a " e ag R P mRR � P "5 E J1= ❑ izi 1�-qo2 "6rxsSDu'L FL 1n I o i � v i NiFa, r ai:'•IaBd �:4Fe9.r =RqI •, et`don.d 2M'-93 tm-lvpezP Ike Y -A014 a4 03" 4 re Re.o - 'Slx bbl+oo,no l�cr Nim. 204-9 - ed" 19Eb er AVM, Mx x05 -mol -foaVzBrn!sD�sILFL Ia Cvw. e= F w { �;:F s ¢ I' i m � ❑ - :g €: S' M ed"1981 Six o2 iAi.w fL ( n 2LS-ow i'b"BrasDrs'>-FLm M edN 19$0 1a¢'L}5}s71L0b= verffimolae lay- b2'(a&=x,oelll. Conor - 'Slzn 'fA8110z W. 51x'i29 33. 2c�. -G Line of N„ 2a5-ooZ 234-FD.2 i Dal, FI. 10 mne, m b' 190a 6,6 744+ 4. ° � . �a _a ^ € 3 ❑ '1�ef en 1A 245-00 i i 3S -`r02" rnn "A1 rylr rJ Mr Atop p05 -o0 -782 Wn=i L' !J o•Ir -FD 1^ W L4°l41 bEdar. a .� 4 P e P P y P g >1 1 10 >1 ^y � 4 A60-FeMPL+1 e 9 e SD g 3d A "=y pJa mp I I i i a A` A ZI of Z Nli - C iv F B 2 2 3 4 S- 6 4 5 RIVERSIDE COUNTY SURVEYOR yndex � loQ ' MONUMENT DESCRIPTION � i i a e 23 m � C 4 n 3 7�mas eb4brl[. 'Peen ILSITk -4n UL CI 4ek 5 -Fe "2 T DertBt 411q 219 qA-q CIL G, e' 6Ai 5A anal fkr PPl581-S - 'S - :R 2p�C m 10 1OI P IT _ �_ ❑ � ZPQ�-4l 1PNV1n+a ECy5ft i i 2-3vJ f Pl 802 8-1 IFeI iAL- NO 7+ AT ol-7n1^xv V/k IS S%P" PL. er'PK 158 37-b 4'21-701"x7 W 4u 4S 3498 .Pee 219 'a `n s a o _ �I O N °' q7o-4D1"r7I-57794 Ec .I P ,I ! CIL N1 ens nn PGrPAI 410 1A -IS 25Z -FD 1" D W b552 1 C!L CAR Off. er'1'M 2 n 14 -Is ig € 212—F02'Iz'81wD R. in bnC. Sla 72q+a9.52 �5=� L�nc'r' P=f Nd 2woS-eo7i P g : w s P e i N A m li 1°on 0-40 I e i =I e i Sen n i10 em lin d.l�-cr m 1-S 'E'k �$ VGC PrA q2-9 M-161" W 'x97734 s ❑€ Tp P o 0w -- p• 1' "SP r! 14a 457083 4&0 i i C141AIT Cl,n nkx ell Pn9 s f 0M /410114-k5- PM El F B 2 2 3 4 S- 6 4 5 index* Ila RIVERSIDE COUNTY SURVEYOR MONUMENT DESCRIPTIONa a e e 9 F = : P g S g a >1 ^_ ❑ fi %122 Gne L1en W d1sP- 1 i 1 r-•5 21 fee C¢lirans 2aj -002 ' 1"ZP FI I4'/F•[ PIu "L} x490" e.YF Fj11 - . 1�C1-. l �Lur mi <$ e / YrA 15a 3T -AI IX" -?0 fvnc. Men, cd"C+Ida ' Ri 1-t5 2/ Per Qal ns Az Ce5-o0Z 45-i01"xy .,J( iv °Cila a Go<C m4 `� • `a 4 P C i a it �, ❑ ai o i Ai Per X581:1-4 a S 04-4D14IP W/ro+a el,n we,*Q.1W ee. Per PM 165151-41 ryi-4D1"xPW es}tel'� S+.K. x-1504 85c Coe pa I8' e/ fUzl}/+.v tAen 245-001 1'?A W' Aah"653499° Z15 QIv.I D .x J�-I R3 < R F "'•s :R g of Pre5911 -$ hJR r lne -San i ai '9 431-1"sP U.aF1cR� °C-..1le�u ..• m N ior. I - 1_i 3 Czli Pb.. V-ivl Al Czl}r,np AmjA las-0c� 3' Zifl .b �3EC0¢ 5' 1•nea er 21 94-9 $Fzm "199 02-F.9 .L0 EC° v € Y R 7R F �R F R y � P S it g 4 is _ i �r GA sNl°n 245-001 i I I� I ��.m "1981 laz'LF. 729 39.92 5ec.11ne er PalErcnaAlon.dl ens-� 440) -lp I"xPW IPIasFI'a PI sizm ad Fa4 mix = "deldvlo i-tS RfW :• F� rC.+1 sfdan,fA Q45-001 NE6a AA6-4D "xP W P aake A SF=m a ` xq CCO f C £ A `£-' = P g i i 0 445-40"=PW MeFI 5iz.n ad "0s16or LG ¢r of Cri= nne rNo(L Eos -o0� '1Ca1 "Z-u'Q! d' 4�ne 504- PaN 10 CN 1 jT r x4 -ow A43 "ID I''tl mi I -LET 9QL e. a anWIZ6 2.05-�l [7- ul I>ldex+6l l Z F B 2 2 3 4 S- 6 4 5 RIVERSIDE COUNTY SURVEYOR MONUMENT DESCRIPTION -_ = 6? X. R s m IN C >1 ❑ i v ! CII. G. tt 5icm Zmx Cc"fvzILL-�O ns' n l2 21 9 018- I' " W 1.57aga H nl1aS boa :g €" 252-�D I"=P W P1 J l.s it dldden n 5 $ 0 7 g £' b € R '^,R ' ." ? P n 8 e >1 c ❑ 13 €" r l 21e 14 - V '• v fg-"mW PIaeFIiPI� 4555 Qen 0u1 d<Sw C.a e M210/1a-15 -i'D I'SP `dlRlack'aV10 55PH �: ': (Ap A1d1en rZ 4d er ^i rvl 2lo W-IS2 -%nl"zP Rawly 1 InsS a� d<n5 n s ,C/� y<f�1H 210114-S ° " `$ "+• `F •R F 's a. ,', < JI"g ; +153-3D1"moi' W Pias I 1.'v57P/ i i r alo la -Is 2-460PW Aa a.'Plu 4655 AP Clm "r.l a Ww z �4 Rcr '-0M 210 114-�5Jt €• si51��D1"2(1 W Iafd'IG v1 L965 49 CPR. er PIV 910114-&- 10114- -3D ' vJ 1as11e PW 4655 -3D 'gN < i R F. : .s >1 4 � ❑ r-+53�Jn Aral Rr meg' 9ef�/A 210114-1,7 < b - W as 'Y1 1.655 Y198/Whdd Pk ryI21o(14-IS 4D I"V w I 1641 1.655E . MIT ='g �I!RT=-Is w i € €" er'PM 21D/I4• a8 -FD I"sPW Q ICJ {655�I .1%: �-15.1 f 210 /14 - I.S l ^ c p P 5 A m E ❑ € ^ € &S I"TA rI G ASSr2 f 24D 14.1.5 �Xo- I"SP MIaii J I�,Su :r m lax = Z f'PmA 210 14- tS of to 21b IA -1y Trld.@X#II`� FB223G 7-61457 RIVERSIDE COUNTY SURVEYOR MONUMENT DESCRIPTION S � e i DI e i i A >1 R ❑ 46)-'ozw wl nig I a6 f ae',n. R.ekmw, sw rxi 56eLr- s¢ -s � � Pro SLI �-S �n dus.+ce2 410-a01"n W 4599 o'u¢ 6661 L ?-9-s d-3-�✓9 on '��"e = ne Te la L'ne e�� m sell -s 1 --lb 1,12A IttPWAU9 AX3 P mas eiuo`tV 221-4D II "SP rJ !k- 6 6KL E a ' Y `* E S ,M X' a i MR A 9 it Ii a Ii o Poe M83o 9 -Ib a x c A 244 -& IN M/MQ54lei 11N �b OI c 6dm £la4e r 29-34 04-301'LL? VI/ne6 04 dbe lei, �s,kax�lso a �s' i -r❑ e„ '; a $ 6 n••n B a a 6 . r€ ' � .� � 4 "g '3 n A A -� JI JIQ x € ❑ ❑ z � ❑ g al e µII ao¢ 5rc ZIL-iD 2's uli fl. in tont dry 1991 1020 LT. y Lvm-6 E; .g -"�" em " a 7L9+3 .SZ=See. Gri $ E ee Am. 40 40.$_002 $ -3D 117 W/Phxl�o X55+ elLG:1¢d.sd dde .Pel PA2 -U ^ lol-4D 1" WI 4S 3bq& f F' �, ° •! e ISI i:i S 114 iA -nxcl T -7h 01, '< � � fl x58 37-41 A24 -}D I' W i.63095 w PAA LI -a 11If AV Lick 9 6'd'( li# a 991219 d 4 m a €e . Q I o t ? s p F B 2 2'3'4' S - /11AESIft COUNTY SURVEYOR MONUMENT OEWRIPTION A `s RN a AM1 i L F -ca gZV4 F- CAr2 Y-1$ FA, '%d, H,F-Q sk7 nzs0.a Lt DtL.44 -Fg S -I - ,4 NW -3 AC Kit zv Ce 4 W L N e4 i N' GLa v i i rNE T P i O qrz W-2- s V S.p LL R £ F£ V BrREQ R w Ce N x ❑ £'L 2 !i- 1 ❑ E kR 46 E' .p�� G 6 -/ mPy £ ✓Rs 9" RE Na. w w C6 aN$ "s rAp FL 4IJ S 9p �y F Ma aA Nk F `NN.I RD t G ❑ loG Faffer Pon wa2- >1 i 1 P r egj 4e "azB nIN g Car IIIY ar nI loo E R60I N D Pd € c hn -iS P1 ❑ woo F Q ri, O TJtG}ex X113 2234 'S — 645:7 RIVERSIDE COUNTY SURVEYOR MONUMENT DESCRIPTION E t = i R "!= 3 yE m 6gC 5 �I q - NW -b age R2 w ✓ P' o AI `� RAas AS Cao �L. u r N o t c- Hobe � `S i i ZM E.' E'TW 6ro.¢l4 ❑ d M-7 G oC C. 2 3 RS W [e StxAN$ R AE I I 2e Z F AM� 4 R� 1VR5 5 t" _ unwe - ❑ P- 5 Ac nTRArvs mA b A F F - %1 PI M3 5' F C4 �✓re,.+ g a m P a .r R F E TSo suitYLT . rvu 01. R rt §'a WASMAR EL T S '� F 2 6 9 RC e cCM.A < OL Rw c, -t 05 p 2 C6 s m 'e C' 2 w1 P.E¢ GL �N c RM m•+ s P P 3 I I I i . C NAegirlyrmP IL F /oD NE iw45 RD. d "IPi. RR Rw Cn les cap L SDC f 'R >g LL HwL Sn' IL F Tk RD Geu RAG ❑ D � k d/L aeG& All c nl o F w 3/il vJU3 12 ca 0 R LO XgAws fL45, COP VL i RR Fn S 40.5oH—T E `E G -/5 g 1 .Sgg,LF A" Prr It Tndex 4170 5 F B 2 2 3 4 RIV AE4 COU7 NTY SURVEYOR MONUMENT DESCRIPTION `F F _ A FF R ✓ to S oa lea np aD ��'4 ❑ '8 € ,SMJ n2 x w'L F L• oNY RN 4 aRF ' ^R�n P I i msr >I"gE 3n3SF 6F rME se G x ❑ 8 o TR V P GL O nl '2P oG 'L L Inam 2 SRLt OrcL SoL g I I P i i N,nyg _ r e i41 '£ 1 cL 5 F g MP Tv t L N• N zw R vP "a4 s$ ch•rewv/ •x " •n e � $ eR i � m >I "p A e - ofcuib 5YYmaki c HV n [ ;� P i i i. m.n i mf medical ePAw Pt �n eCSf�r my �� 4 F A F q P i i i m g 4. n S m jn dex4k I?'Z F92234 5-6457 RIVERSIDE COUNTY SURVEYOR MONUMENT DESCRIPTION g 9! 9! A S P /Hp71tv do T AwsFY?4 WR4 F 4 €g As iJ r6m.T ❑ oc P a e 4G(Jisv 5 {.� -RA I C >!g $ = P Ii aI- IVc Ckp ". 33e Y ❑ Y 5�4 F PV 9 AaA4 cc nv - o k iL F rJA 2- 4d Ed ❑ 3' 0. Aum =L 'n of W Lw.aAvg FA.+b - 1 AI t 2P IIIU Mrpa 3 pfaga WAIV CA T a F 3 q 9'. �L� f b o �=I To AleX 12-11 FB2234 S- 645.7 RIVERSIDE COUNTY SURVEYOR MONUMENT DESCNNTIDN IIp 93 `w n m >1 "q $ 6P.- • _ PWr r P � FL n i 1 E'er of A fA ❑ - u 45N Fl G F 2KIi.No- 1-e H iRRR[5 s R &2lcK $ P j i vP-za a"rs2 our F PL 4T `L qoJ lox Z. L eF a 4P � Ftip 6Yi i1r6 �{ ArN 6in/C ❑ - E aa iR.^FZ 'u € > , y' p T2n t P i Yc oG rt + Em ss :x F ❑ s` µre WA54W'FL. ny z Q •n m T 33 EAA P i n c c b j <geA4 ❑ €e L D R im ❑ `I 0¢Oged M No, (yet -1.0 NN A[-ptA-L, HIry�E 4j OG LGU18.!- �ol Bac'aIgM1IPL Na. N GN =. ✓ E Ctllh'm.i Tdl` SA/GW a GmdaLJOU NO. FJG �JO—Ili Gy��d��Ijo M m Hpr. An910 dH �� @gyp -6-1 venA "` y{q.zz-39 - tlV Measure ,Tr�ad�c#125 Z47�o3J F B 2 2 3 4 S -'6 4 5. 7 J..d. Angle of tyd}26-4m ved.Angle JO. 4Z -d5 Hr. 901, 60 PIS ON A(:9):64=2120" , Hl aiE%1i,W. 00,2R�Tb a a SR Emla T 00 3MV aW �1 fbresld,t PL No. yp$ eeeg .� 1 Dial mafioD Tray m G19�6rueZlr S JOU No. 'f.V�j2p�.8ti T1%•,6beet of W PrvyareE W1 VT nam 5 03 G—i Pp{ect No, /— L.Hnwl.J K.I ", PomsigM1tmk 91 ReHewal by hEM Dam 1Qy4b7 rim 4, i16 uJi Her. Angle Mmf !04�14' ve"Angle MA Na, Her. 0¢Oged M No, (yet -1.0 NN A[-ptA-L, HIry�E 4j OG LGU18.!- �ol Bac'aIgM1IPL Na. N GN =. ✓ E Ctllh'm.i Tdl` SA/GW a GmdaLJOU NO. FJG �JO—Ili Gy��d��Ijo M m Hpr. An910 dH �� @gyp -6-1 venA "` y{q.zz-39 - tlV Measure Slope w Z47�o3J dH la,si Slope 1101 � 3D,1" e realgMlnia dH w 067 Measure Slope 101. SZ ar J..d. Angle of tyd}26-4m ved.Angle JO. 4Z -d5 Hr. 901, 60 A%. Hoz. Anda w . 10,$1 fbresld,t PL No. yp$ eeeg .� 1 G19�6rueZlr S PomsigM1tmk 91 dV b I Mreare 51W1342.05 Her. Angle Mmf !04�14' ve"Angle /0_-3'L—� Her. lye. Mj.Hom AMe Fareeldl[PL Na. gest &H. FarealpUtlnN dH dV I ftnne Slope Hv. Angle VartAngle Ha. Atli. HOz. Angle pVD Poresight Info dH dV Measure slma Hor. Angle VenAngle nor. 4di. Hoz. Angle VD -'adacbight Cbx In do 61 HodmMal Angle 140 -jvj 126 Wool slope qd l.<.Z FB2.234 5-6457 HDI. ZOI.O� P,S O M A S +INa.nn o•n°n•mn agent We nc ®e°,s ni msrym ®1%w 11 m °s mw° w��1 'go anoQQ3Qu Samaa08on Mr. Angle I� Vert Anals ga'ZL-fl Mr. ,6Z Anil. Hoz. Angle - qq p�[y �i .amt sgnon Traverse 59-;39_ - - J,-0Na B�M1�ce�I tl ,_Lf' P,cemad by [�L.1 gP Data ,�a�aJ���CIf��O�������S�� ,,f Ve Reviexvnlby DWA �'��31'-•7 Date PI Cdt No. lili"07ri F'! Pllg - W' -06 EWA No. occupied Pi No. 5d3o—II ° N Damon. 1 S & M i HI Zl E Sr I x {` ' _ EL Becket a-rx> N N llac J SIR l�E EL adat Job No, aht Into dH onWooldV Wool slope qd l.<.Z H*cde D -w oz.. Ver"Aegle p5q_V68*1 HDI. ZOI.O� FareAgig Info dH Ditl VD O. 01 eareaem Ingo u. MOB AEi. ddoo. Aryl dH py M al EPasnle Slop 7.oZ.&Om 193�D3 iCJ� Vet Angle g5-33-.A./o HDI. ZOI.O� FareAgig Info dH Ditl w Slope 9'V 1. I4,11, FaleeigmPl. No. II?I �u' ly rs ��• � ForeMgm R. No. 101 d ✓s x�lty s 6 FareAgig Info dH Ditl W V* measure Slope 9'V 1. I4,11, Mr. Angle I� Vert Anals ga'ZL-fl Mr. ,6Z Anil. Hoz. Angle - qq p�[y w -S.$ FaleeigmPl. No. II?I �u' ly rs ��• � B.H. Z {/ 1'i�l ✓s x�lty FaeslgH Into dH 61 M O� lRaane slope qq p�[y Mr. Angle 714 1-5r0 Vert Angle 59-;39_ - Ibr. AN. Hw Anglo w 3.23p 10, .`"ba (.hfi a/a1" Cl . -ma lb R�ivJa Fmulgmink M OI w �0& Ibs¢um Slope Mr. Angle 27A-Ved Mple 2,c)-j5S.4& Mr. ^N. Mr. Angle w' PacFs'gMGresk-In dH Mrizontal'Mple F92.2.3;4 S-6457 Tndex*IZ%=- " SSIIV d'<,a . ao a° Ts "� mo al P.S GM A m=a a, aan 1 J : otal Sleson'Frevene doh Na -Z4j #,,,,gm AA5T�&..tt3 at Prepared by Dela Prgect W,Ci4w I rl "M Renexred W A �M De`s .(pi - TIM 41 a 6 L d. ! FV1A W. OcovoWPLlh xapauwT i e N Veac Ir7+` r Ai4'F♦°� HI S.L O E 'i�LCWa J�°OD%I EL W"ghtKNo. 9 N 'Daae Gi,. 4yC. .4AITO EL .odaWMNo. Rachslght Into ml W PA®sure Slope Mr. Mob VerIM91e Mr. vu �- �neetlhtlnfo EH 6to w Measure Slope Z, M91a rl6/"y.-r""-":; Ve2Anple �-O(,.ZI Mr.. �[!.-5Lv` Ad).Ho{ mle VD —O, 06 Faat4M PL No. Dtl �,p r -D RK,�OtrF SH. v0>1 " V VV COL ndF Mi 4xldtlJ CAz"Otj iA�4;* �F-1�8,O Fveslghtlni M C)4 w C'lI O Measure slope 1-&4! G4 Mr.Mgla ISI. �3- l VeHPn le gb-Ap-7.6 Hot.. $04•. Adj. Hoc An* w _ p O Fneslght FL No. 7.30 5; Deco SH. 4. y roreetgntbre dH ev Ox<> Measure slope ,IIs Nm.Angi _ 43.31 vedan9b cam_ `.{O _4Har. L, Ips Adj. Hoz. Angie VD moght PL M. Daec. SH. ores'ghtlnfo dH dV hCasure Sipe a. Angle Ved Aigle Ha. a H mute w 1 � t -. 4Rphspl9ht CM1eG}i W M 01 HovaNN Angle m ' &0 ` —p lrldex #Iz$ Z 3ss'omea s-'d4.S7 ��'��-� RS O M ACe✓'' Inx i ie»oe Bw'mYana SanDReeD ala°w�a Tuoun w,s�amwl 'otal5fafion Tm"me JotiNo. %L@SZQ(rA/N 7'T PrePareJ hY Y]W� �/ PNIwt No. (kY�-r4 n �pp Rewby mw 014/67 Tine 4! `ry�l �INdi MANc. _ w SOLS rF_R- EL Ba"Gm PL W. y836'11• N °e9C' ) S+. f' SH S.ogS✓E EL GwEatJob No, Gam' :�Pa7 L pdmlghY info aH w -tea _. N Bre SbPe cly ie. p-M-tXo venAfgle 38 4'1 x - MD •. .I ^�esIBM Info Jr. moo laa. Hox.Arels tlH Uv 01> Measure Slope lab... -31a ven.Anele 10-44-3- Her. w IN LW co il?AeJ FxL 4- 'Ci NqW XeiTA Fmeslpm Info tlH BZ & &P Measure Wpe Her. Angle 11V -67-o5 venangle 9Z-04-zl Her. +af. Hoz. angle w Backslghl Checkan EH H onWAngle ,.t OcopTed PL No. Kay�.�y N Gast aJQ HI —&00yE a. EL satlsighLPLNo. ae28 N GasaWA;F}j6�- SH S 06 Le" EL GeoErt Job Nn Ja%Cs 9ad¢Ipm Into aH tlV. measure slope Ha. AnSle VMMgIe Hor. VG FB2234 S--6457 rndcX#Iz`I Slope ��. �� ..a:. Mgle seamenb swt�eCkSUMIDI77 San nmx sam%aanm saw.axxen P,S O M A riansraaa a n:VITBR WRIU1R suarepmDeep Hctemano 31 y'otal Station ATnevva�rea �Y Jab.No. /yV%._117511mt / O�y}of RepareE by /]s +@p L IIP! !i Gale P fed No. � tJ YrLI TP Rev(w IeY beM rnieCY `1'7B drtdG✓ FWAN OcopTed PL No. Kay�.�y N Gast aJQ HI —&00yE a. EL satlsighLPLNo. ae28 N GasaWA;F}j6�- SH S 06 Le" EL GeoErt Job Nn Ja%Cs 9ad¢Ipm Into aH tlV. measure slope Ha. AnSle VMMgIe Hor. VG Foresilxhl PL Nu GpG - S.H. FareslphtInla OH N/ mammSlge Har. Angle VeHAndo Her. Ahl. Hoi Angle VG Foresigh(PLNo. G09C. &H. FweaIgM1111Ro aX W Measure Sloe Nor. Angle Vel Angle Hoc Aaj. Hoz. Angle. VG araYghl FLNo. Gua' SH oreslgbOnfe tlH eV Measure 'sloe M. Pngle - - Vexl Angle Hu. Ig. Hoz. Angle alrelgm cna'x-In ml ®1A HpOzonlalAryle i�% •reaiGhtlnfe CH a1 aV aZ Meaare Slope ��. �� ..a:. Mgle rh, 3e-ae ven.agle lz-zr5 SJ Har. 30. Kb ael. Hoz. Angle VG —34. SDS Foresilxhl PL Nu GpG - S.H. FareslphtInla OH N/ mammSlge Har. Angle VeHAndo Her. Ahl. Hoi Angle VG Foresigh(PLNo. G09C. &H. FweaIgM1111Ro aX W Measure Sloe Nor. Angle Vel Angle Hoc Aaj. Hoz. Angle. VG araYghl FLNo. Gua' SH oreslgbOnfe tlH eV Measure 'sloe M. Pngle - - Vexl Angle Hu. Ig. Hoz. Angle alrelgm cna'x-In ml ®1A HpOzonlalAryle i�% lr�dex#i3o" r 234 s -64s7 tam meoa P. S 6M A S Hana;. ,mn,a,a ea,eaa , R...Vn, n e„��,a saomenm not umcM' saftolego area lade sv04 waa{ooaga Her. Angle F-anit /!a_�J�� VertMos 9a,t/ Her. Z,+w* M1.Noz A,gle ,'oral Station Traverse Job No. SA-( J74VA13j Iy�,M1eett Mee"-- of W Preparetlby � Mp'f.p Erle F✓ BS a� Project No. C Lftnw �l9 ReWew A by Dem Dare ��/97 nue ce OTM - 1W$ WANG. Denupleo PL Na, N Dew. F Po(AvAS 1�. In EL BadalghtPLNO. �9e'I?i N Dew. by AL SH 41iTori ✓E EL Geotlaf Jab No. 4J���1�+ a@eslghe Info. aH HIa. av �— measure Slope (057•ae5 �HeI'mdl p���6q vego"ge Rl _ �-, Si Hor, fasts -W sr VD 'veslght Info tlH VI-7s� tlV' ® m o mum Slope ...V. Moe Z_K'.T% Vert.Anllle gn-74. 706 Her. Atli. Hoz Angle VE Feraslghl PL Pb. 4� Daae 2 SH. S�a7 Femalgmhrto a 6 Z mention Slope -nef: &.n5A Her. Angle F-anit /!a_�J�� VertMos 9a,t/ Her. Z,+w* M1.Noz A,gle VD _IG- Foresight W. No.�. 5 WA (Af('roN FetalBM lnft EH 0 -7� oV all meawm Slope ) .O Ha. Mille .1mm-r1—,;5 veanngla 93 e2 -S4 Her. .ZSS MI.iim.Mem IM —31r r.Z a aonneglaPI 15t—T Deas ej it - e:ll 41 Xj L L ro,eslghl long M ev 021 measure Slope a. br.Mde I VOn Angle Hoc (D4,�' ,EI.H�Mge Rl VO _moi•. 'vJ ll Eadslght EheclNn aH Ori Herlannw angor ra/3 ®ƒ\ a ;IVE _.mm __. __ G§) m !! /_, I y :!§ 9?)�0\,\j >/!! }\ m. ( n ;� ` ! ;X . !; § 99!!1:555 ®` 22; ;�,, �. ' n „ ;!B R?!|°�..d ®�!i ;;§ ;�•\ �� . it , § ! { : ,: Tn ae-x :t:r 13 t-1 THIS PAGE LEFT INTENTIONALLY BLANK If Wkex *I -5T RIVERSIDE COUNTY SURVEYOR __ _ }� ` ~` F T4` ~ ^ .- -) :-r _ PM 3111gy - _ J;§l|r! , a :- }W�,.,t �e ax : m �a � _ /q / \w a , 4I z ! r 7.b ;s,;! ! a 7 . . 8 2 2 :4 b_6 4 , „ %,!! .i• .>1 r r - ! k� �2 \ THIS PAGE LEFT INTENTIONALLY BLANK THIS PAGE LEFT INTENTIONALLY BLANK Tdk� m RIVERSIDE COUNTY SURVEYOR ee,! se57 ` 4 Rll;ta .- \ , k}\\\ ;\ ( Q a AfliyJ ! i \ , \ \\ ` >1- \�R \U\ . .,}{)\ 2I sNI / \ _ »e PA ZA' ` §\ •` ( / ( (� !&9!|/L E!Im TZ x \ \� !» , THIS PAGE LEFT INTENTIONALLY BLANK TOO C,,>< -*� "!Z RIVERSIDE COUNTY SURVEYOR .. MONUMENT DE8CRIPTION g hh a e aaN :"='-R + P '..ai - In ' n m >1 r '° , - i 1 3° p J9j� c NI° iF DlSK Srlr re 2 W m p1 to Pr Af rliPNS yl h F � ON!/ TION i1i1'AP ❑ BOm Mp, tj " �W: Vn '°� a Amo p l`IN P N i wiN m Nv NV /8 y,2 w K1N. Ge tAsrla c4ip Ftvc# ma ' * /vwl y e/ NrON N h ` � R N F LE � QO✓Nb n :I o w n 6 (p m y i wIF 700 A0ewdelV sw Il'y or O 0 �m w.(,l e nA ✓ /L/t W ENLE t IOAl A W NrON Kg17w U, P fYT® r -/L p e E e€ g Gg T S 8 m >I P E .' T P i i a ❑ a� 70/ ap✓PG. .y �. NS LASTeL N S LY L B{CH ' WSW r Lei 7- ST lr-La o✓Na o 2AMP S W s w" 6 L NraN n 3 i ;! :; 4 d o Inda�# Iw 3 ��EBV FNS OCTta/e FE2234 5-6457 P S O M A S w, Levels& Crays SOCIAM4 aaW iLLY P.P Fp. w �/°-L uxo ZUYYJ2des f-6 45 aa� m3 BbBmeb,w�. wre ftpmv,m. fi° LvNronl Vll5rr 44 Bwxw.°p k m ox.nSf BkavBsmemmnun 'Pp CAtL Dwr a Z• 3' •' $ri*5 P16K. (ivLlf-a6nL/R ®b Por, OF- eam9Risn1 1e7.Qr LT tic IMP -Seu. LINA 'ST @.�/ a 13oS•O[o DOW ea swim .Bs. xl FS. ex n M. amgler'mpxm I `2120. RloNO CAL Derr ZIZ 24,BM. M". ° 1'rJ- SaM 17WF "I pz,R16- %Eovesr5 ' 2,459 1311 460 p%u. Li Ra•Sper 4- ° 4.131 1319A rapw./ 2.23¢ inp FmFIL6 imres& — S B tw9 Mal I 451 M-T*C&Cr z ° ' P1Y,15�- 1315 IE—rAf&&r 2. ° '"'Pi117 T414 1320 03L, S' ♦9w7e ° 234 ' TP8 17 1511 14164 1bI148o P4 B � ° -rF41 I 4 641 P5' No"16 -fP L 114047I /r, 212 ✓ , I 11fiLD 1?^ ^ Y 1'veB. vl4o, �4 ° P(A 1'.03 I2S 18 rAKlA'r IC T6JCK*it-iy rez.z34 P S O M A S nrmmm ° ro«r, r Levels&LYoasSecfioas 5-6457 M®MMmM rom+we farmwm IwiaW tlb A�YLUXa Ivmiwaugxe, ne+wem vmnrrm �mvmvn mrnrxm rmsvrmr eiervem rvewweq Dela Ah N¢?WPJ3200700l &M22�L 04WIR4N Nw N.,. dt",n VKI VrtTt+ Nw'rxenh re. DrA+ VtZ5 '7k R'Gtii (% g leyrjl> Hyla_ FIx60ec NAUNMai1 oxw Nkn mWOG 14311 -1 M®MMmM MEM ©���� WEI F D 2 2 3 4 5-6457 Tn dex#145 (�..� P S O M A S �„ s�nn veu<var ar 1w MWIP .11 emnv�m nnme.s a Wcw naevow re ffi HISMSM Levels&Cm Sections Cm. 2(i BP PO 0im 4e t.7 7 nef w. Jdxo. ZUe52U07•&S seer ur2—�2 OWWROxm 0819 neinxm GLe AYraJ.l 7t -f w bf h&Al wwp4 p?/D) Ego �F+ 7AFC-�Ef' 1616 LCV�'�S wuw, e..swsmm,mmem i W - BRa4.r -&a Jf. irBl+�JI �F17A�K1`1..tY of '7'RR4 l•S�oP'rATlO 1 '90'LT' 'L ..� LBs+YL wnm qn ■_■■■.11011 o=■■■■■■■■ oma■■■w■■ o�iNIiiwii ■—■■I■■■■■ ■—■■■w■■ �V1olek #��4 6 F B 2 2 3 4 S-6457 -C N61111 P0. CIIIGUITUITB FPIJ ON m M 012iN! A _ A41.ON THUDS. CC111UW-0� C C OP 112=W212 211BTC IFAC . 1AW.gM. 1605 "05..V P6 _ 7.618 1610.9281 1806881 1 IOUB., :1r,dex*Ilj?, THIS PAGE LEFT INTENTIONALLY BLANK In &� #i5 m_. _a __ MONUMENT DESCRIPTON L�>1` q] e m Ll gq),|!., .>1 .. ' ■ \\ [ ,!I !; g wa,r; .^ - `�\~ I k )) \ ! [�. E..;g R9!|l,..d>1 ® ;, \ {�� -L@d z 4,�§ __. mm __ _ .: .>1 ,, % MONUMENT __\ , �)I d . ( }� 991;.��. .>1 m . „ : . >1 M, , ! \ d \ ® „ ( ). >,:( .;§ ;,•� �•. . 71 . . . . , �Lmd4+agRIVERSIDE COUNTY SURVEYOR . MONUFMNT ) !;I @;| ;, , m !i 44 �§ , lz ) ; .. .. k..k.! ! : : ,• . ® !; „§ ;�•(�° . 1 Tnde)<-* I 4 This project originally began using metric values. Caltrans changed their requirements and went back to using imperial units (U3 survey feet). These values were converted some time later when the project started back up. 1-151CUNTON KEITH ROAD JULY,2001 W.O. NO. A2-0264 F.B. 2218, S-6338 F C 2 2 3 4 S- 6 4 5 7 NOTE: COORDINATE VALUES ARE NAD 83 IN METERS, EPOCH 1992.88, ELEVATIONS ARE NAVD 29 IN METERS. COORDINATES ARE ESTABLISHED FROM A GPS SURVEY ON THE STATE OF CALIFORNIA'S SURVEY SECONDARY CONTROL FOR I-15, BASED ON CONTROL POINTS 208, 212, AND 214. THESE CONTROL POINTS WERE CONSTRAINED BY STATIONS LAST, DASH, AND 0819. THE COMBO FACTOR FOR THIS PROJECT IS 0.99990702. MONUMENT TARGET PTb NORTHING FASTING ELEVATION ELEVATION HVP1 658051.307M 1908270.066M 400.897M 400.897M SET 3(8" REBAR WITH RIVERSIDE COUNTY TRANSPORTATION PLASTIC CAP FLUSH, 50M M- NORTHERLY OF AN EAST -WEST DIRT ROAD AND 75M +/- SOUTHWESTERLY OF THE RIGHT OF WAY FENCE FOR SOUTHBOUND INTERSTATE 15. HVP 2 558192.710M 1908414.640M 402.006M 402.006M SET 30 REBAR WITH RIVERSIDE COUNTY TRANSPORTATION PLASTIC CAP FLUSH, 100M +/- SOUTHERLY OF PROLONGATION OF INLAND VALLEY DRIVE AND 44M +/- EASTERLY OF THE RIGHT OF WAY FENCE FOR NORTHBOUND INTERSTATE 15. HVP3 658352.797M 1908242.156M 403.777M 403.777M SET PK NAIL AND RIVERSIDE COUNTY TRANSPORTATION WASHER FLUSH IN THE SOUTHWEST CORNER OF THE PARKING AREA FOR INLAND VALLEY MEDICAL CENTER, 1M NORTHERLY OF CURB AND GUTTER FOR THE SOUTH LINE OF PARKING AREA. HVP4 658519.048M 1907834.009M 396.709M 396.709M SET 3/8" REBAR WITH RIVERSIDE COUNTY TRANSPORTATION PLASTIC CAP FLUSH, 175M +/- EASTERLY OF A NORTH -SOUTH DIRT ROAD AND 50M +/- SOUTHWESTERLY OF SOUTHBOUND RIGHT OF WAY FENCE FOR INTERSTATE 15. HVP5 658583.670M 1908031.734M 400.587M 400.587M SET 318" REBAR WITH RIVERSIDE COUNTY TRANSPORTATION PLASTIC CAP FLUSH ON TOP OF SMALL BANK OF A HILL, 380M +/- SOUTHERLY OF CLINTON KEITH ROAD AND 40M +1- EASTERLY OF RIGHT OF WAY FENCE FOR NORTHBOUND INTERSTATE 15. HVP6 658533.182M 1907356.733M 383.111M 383.111M SET 3/8" REBAR WITH RIVERSIDE COUNTY TRANSPORTATION PLASTIC CAP FLUSH, 100M +/- SOUTHERLY OF CLINTON KEITH ROAD ALONG STABLE LANES ROAD AND 2M +/ EASTERLY OF THE EASTERLY EDGE --� OF TRAVELED WAY FOR STABLE LANES ROAD. -Tv) eA 4� 160 Zl s HVP7 658761.417M 1907604.095M 399201M 399,201M SET 3/6" REBAR WITH RIVERSIDE COUNTY TRANSPORTATION PLASTIC CAP FLUSH ON TOP OF SMALL HILL, 100M +/- SOUTHERLY OF CLINTON KEITH ROAD AND 30M +I- SOUTHERLY OF RIGHT OF WAY FENCE FOR SOUTH BOUND INTERSTATEI5. HVP8 658840.946M 1907856.511M 400.496M 400.496M SET PK NAIL AND RIVERSIDE COUNTY TRANSPORTATION WASHER FLUSH IN SOUTHWEST CORNER OF PARKING AREA, 10M +I- EASTERLY OF THE EXIT OF STARBUCKS COFFEE SHOP, 5M+/- NORTHERLY OF AN AERIAL TARGET THAT HAS 5FT LONG BY 0.5 FT WIDE LEGS. HVP9 658991.109M 1907914.909M 402.614M 402.614M SET PK NAIL. AND RIVERSIDE COUNTY TRANSPORTATION WASHER FLUSH IN PARKING AREA OPENING, 100M +/- SOUTHERLY OF CLINTON KEITH ROAD AND 30M-+/- NORTHWESTERLY OF ALBERTSONS SUPERMARKET. HVP 10 658977.406M 1908409.093M 409.032M 409.032M SET PK NAIL AND RIVERSIDE COUNTY TRANSPORTATION WASHER FLUSH, 100M +/- SOUTHERLY OF CLINTON KEITH ROAD ON THE CENTERLINE STRIPE OF INLAND VALLEY DRIVE. HVP 11 659147.645M 1908176.074M 409.234M 409.234M SET PK NAIL AND RIVERSIDE COUNTY TRANSPORTATION WASHER FLUSH IN CENTER MEDIAN ON CLINTON KEITH ROAD AND 60M +/- WESTERLY OF IODINE SPRINGS ROAD. HVP12 658636.261M 1907180.881M 382.993M 382.993M SET 3/8" REBAR WITH RIVERSIDE COUNTY TRANSPORTATION PLASTIC CAP FLUSH ON SIDE OF SMALL HILL, 75M +/- NORTHERLY OF CLINTON KEITH ROAD ALONG STABLE LANES ROAD AND 75M +/- WESTERLY OF STABLE LANES ROAD. HVP 13 658933.105M 1907496.813M 396.998M 396.998M SET 3/8" REBAR WITH RIVERSIDE COUNTY TRANSPORTATION PLASTIC CAP FLUSH IN CONSTRUCTION AREA FOR SHOPPING CENTER, 100M+/ - NORTHERLY OF CLINTON KEITH ROAD, 50M +I- WESTERLY OF SOUTHEASTERLY RIGHT OF WAY FENCE FOR INTERSTATEI5 AND 2.5M SOUTHEASTERLY OFA FIRE HYDRANT. HVP 14 659109.738M 1907746.664M 404.772M 404.772M SET 3/8" REBAR WITH RIVERSIDE COUNTY TRANSPORTATION PLASTIC CAP FLUSH 50M +/- WESTERLY OF ARYA STREET, 30M +/- SOUTHERLY OF CATT ROAD AND 80M +/- NORTHWESTERLY OF CLINTON KEITH ROAD. F52234 S-6457 HVP 18 659336.7B3M 1907434.250M 401.892M 401.892M SET 3/8" REBAR WITH RIVERSIDE COUNTY TRANSPORTATION PLASTIC CAP FLUSH, 330M+/- NORTHWESTERLY OF CLINTON KEITH ROAD, 12M +/- EASTERLY OF RIGHT OF WAY FENCE FOR NORTH BOUND INTERSTATE 15 AND 10M+/- SOUTHERLY OF PP#2040468E. _ HVP 19 659581.838M 1907239.371M 407.037M 407.037M FOUND AERIAL TARGET WITH 3 FT BY 0.5 FT LEGS WITH A 318" REBAR WITH PLASTIC CAP STAMPED "POC TRAV PT' FLUSH, 530M +/. NORTHWESTERLY OF CLINTON KEITH ROAD AND 2M +/- EASTERLY OF RIGHT OF WAY FENCE FOR NORTH BOUND INTERSTATE 15. HVP 20 659609.234M Zndeh# 16� 397.762M FU2234 S-6457 PIPE WITH LS HVP 15 659217.594M 1907919.252M 409.954M 409.954M CENTERLINE OF TWIN FLOWER SET 31W REBAR WITH RIVERSIDE COUNTY TRANSPORTATION PLASTIC AND 6M +!- SOUTHERLY OF AERIAL TARGET AT CAP FLUSH 100M +/- NORTHWESTERLY OF CLINTON KEITH ROAD, 150M +/- EASTERLY OF ARAYA STREET AND 23M +/- SOUTHEASTERLY OF THE SOUTHEAST CORNER OF AN ABANDONED HOUSE. HVP 16 659231.112M 1908560.021M 420.545M 420.545M SET 3/8" REBAR WITH RIVERSIDE COUNTY TRANSPORTATION PLASTIC .- CAP FLUSH ON TOP OF WESTERLY SLOPE OF A SMALL HILL, 100M+/. SOUTHERLY OF CLINTON KEITH ROAD AND 160M +/- WESTERLY OF SAUDA DEL SOL.. , HVP 17 659160.055M 1907242.984M 396.244M 396.244M SET PK NAIL AND RIVERSIDE COUNTY TRANSPORTATION WASHER FLUSH ON CENTER OF CATT ROAD, 120M+/- SOUTHWESTERLY OF THE RIGHT OF WAY FENCE FOR SOUTHBOUND INTERSTATE 15, 14M +/- SOUTHEASTERLY OF PP#213191 AND 14M +/- NORTHEASTERLY OF GUY POLE #223192. HVP 18 659336.7B3M 1907434.250M 401.892M 401.892M SET 3/8" REBAR WITH RIVERSIDE COUNTY TRANSPORTATION PLASTIC CAP FLUSH, 330M+/- NORTHWESTERLY OF CLINTON KEITH ROAD, 12M +/- EASTERLY OF RIGHT OF WAY FENCE FOR NORTH BOUND INTERSTATE 15 AND 10M+/- SOUTHERLY OF PP#2040468E. _ HVP 19 659581.838M 1907239.371M 407.037M 407.037M FOUND AERIAL TARGET WITH 3 FT BY 0.5 FT LEGS WITH A 318" REBAR WITH PLASTIC CAP STAMPED "POC TRAV PT' FLUSH, 530M +/. NORTHWESTERLY OF CLINTON KEITH ROAD AND 2M +/- EASTERLY OF RIGHT OF WAY FENCE FOR NORTH BOUND INTERSTATE 15. HVP 20 659609.234M 1907015.278M 397.762M 397.762M FOUND 1" IRON PIPE WITH LS 4691 PLASTIC PLUG FLUSH, FOR CENTERLINE OF TWIN FLOWER AVENUE (EAST END) AND 6M +!- SOUTHERLY OF AERIAL TARGET AT A RADIUS POINT. HVP 21' 659861.435M 1907045.631M 408.760M 408.760M SET 3/8" REBAR WITH RIVERSIDE COUNTY TRANSPORTATION PLASTIC CAP FLUSH, 300M +Y SOUTHERLY OF PEGGY LANE AND 15M +/- EASTERLY OF RIGHT OF WAY FENCE FOR NORTHBOUND INTERSTATE 15. HVP 22 659894.647M 1906814.326M 405.225M 405.225M FOUND 1" IRON PIPE WITH RCE 14814 TAG FLUSH, FOR CENTERLINE EC OF TRILLIUM DRIVE, 110M +/- EASTERLY OF LARKSPUR DRIVE. HVP 23 660154.300M 1906510.716M 400.348M 400.348M SET PK NAIL AND RIVERSIDE COUNTY TRANSPORTATION WASHER FLUSH AT NORTHEAST CORNER OF PARKING LOT FOR DONALD ^l GRAHAM ELEMENTARY SCHOOL AND 70M M- EASTERLY OF FREDRICK STREET. F D 2 2 3 4 5-6457 S✓ dux#162 21 HVP 24 660180.31BM 1906845.546M- 415.117M 415.117M SET 3/W REBAR WITH RIVERSIDE COUNTY TRANSPORTATION PLASTIC CAP FLUSH AT WESTERLY END OF PEGGY LANE, 3M+/- EASTERLY OF A 4 FT HIGH CHAIN LINK FENCE AND 3M +/- SOUTHERLY OF A 6 FT HIGH CHAIN LINK FENCE. HVP 25 660323.318M 1906696.718M 412.649M 412.649M SET 318" REBAR WITH RIVERSIDE COUNTY TRANSPORTATION PLASTIC CAP FLUSH IN OPEN FIELD, 12M +/- NORTHEASTERLY OF A BARBED WIRE RIGHT OF WAY FENCE FOR NORTH BOUND INTERSTATE 15, 75M +/- EASTERLY OF BAXTER ROAD FREEWAY SIGN. HVP 26 660527.822M 1906317.58BM 409.328M 409.328M SET PK NAIL AND RIVERSIDE COUNTY TRANSPORTATION WASHER FLUSH IN CENTERLINE OF MOMAT AVENUE AND 50M +/- NORTHWESTERLY OF ATUPA AVENUE. HVP 27 560687.127M 1906450.258M 422.722M 422.722M SET 318" REBAR WITH RIVERSIDE COUNTY TRANSPORTATION PLASTIC CAP FLUSH INSIDE CALTRANS RIGHT OF WAY, 2.5M SOUTHWESTERLY OF A CHAIN LINK FENCE, 6M +/- NORTHEASTERLY OF EDGE OF PAVEMENT FOR BAXTER ROAD NORTHBOUND OFF RAMP, 100M +/- SOUTHEASTERLY OF BAXTER ROAD. HVP 28 658988.848M 1907627.852M 399.071M 399.071M SET PK NAIL AND RIVERSIDE COUNTY TRANSPORTATION WASHER FLUSH, 1M EASTERLY OF NORTHERLY EDGE OF PAVEMENT OF THE OFF RAMP FOR SOUTHBOUND INTERSTATE 16 AND 122M M - NORTHERLY OF CLINTON KEITH ROAD. HVP 29 658353.194M 190B236.736M 403.975M 403.975M SET CHISELED "X" ON TOP OF CURB, 5.44M WESTERLY OF HVP #3 IN SOUTHWESTERLY CORNER OF MEDICAL CENTER PARKING LOT. FB22?n, S -G;9 1,2158956.6630,6260716.0420,1315.2?60,REBAR HPV 1 2,2159420.5830,6261190.3550,1318.9150,REHAR HPV 2 3,2159945.5010,6260624.4730,1324.?250,MBAA HPV 3 4,2160491.2430,6259285.4110,1301.5360,R88AR NPV 4 5,2160703.2570,6259934.1140,1314.2390, RH8AR NPV 5 6,2160537.6150,6250719.5480,1256.9230, REEAR NPV 6 7,2161286.4160,6258531.1010,1309.7120,IP HPV 7 8,2161547.3370,6259359.2370,1313.9610, REBAR NPV 8 9,2162039.9970,6259550.8310,1320.9090, AREAS, HPV 9 10,2161995.0400,6261172.1660,1341.9660, PREEN NPV 10 11, n62553.5650,6260407.6590,1342,6290, REBAR HPV 11 12,2160875.8000,6257142.6070,1256.5260,IP HPV 12 13,2161049.6950,6258179.1270,1302.4840, REBAR NPV 13 T 14,3162429.1990,625899B.8470,1327.9090, REBAR NPV 14 n 15,2162763.0560,6259565.D790,1344.9910, REBER HPV 15 16,2162827.4070,6261667.3360,1379.7380, SPEAR NPV 16 N 17,2162394.2800,6257346.3570,1300.0110, ASEAN NEW 17 N 16,2163174.0960,629973.0690,1316.5416, SPEAR 3/6• REBAR W/RIVCO TRANS PLAS PLUG 19,2163978.0000,6257334.5030,1335.4210, REFER NOV 19 > 20,2164067.9620,6256399.2910,1304.9910, REBAR NPV 20 21,2164895.3910,6256698.8740,1341.0730,REBAR HPV 31 22,2165004.3540,625594D.0080,1329.4760,REBAR HPV 22 23,2165856.2330,6254943.9070,1313.4750, REBAR HPV 23 24,2165941.5930,6256042.4290,1361.9300, REBAR HPV 24 V, 25,2166410,7520,6255554.1490,1353.6330, REBAR HPV 25 26,2167081.0400,6254310.2870,1342.9370, REBAR HPV 26 ON 27,2167604.3490,6254745.5550,1386.8800,REBAR SW 27 28,2162032.579C,6258280.9610,1309.2850,REBAR BPV 26 Ut 29,2159947.1040,6260606.6930,1325.3758,%NARN CHIS Y 0 AP IN CURB, SN COR OF PARKING LOT 30,2120735.7440,6275472.2730,0.0000, CONCM "NGS" ROSA r 31,2175944.1060,6307145.1100,0.0000, CONCM "NGS' CASH 32,2249951.6170,6240012.2640,0.0000,CONCM "NGS" LAST 101,2162413.0238,6258628.8310,1327.0960,IP 1" IP W/TAG "LS3698° 107,2161007.7820,6257723.2100,1278.BG10,IP 0.5" STEEL PIN PER PSOMAS CONTROL NETNORR 188,2163856.5971,6257198.8686,0.0000, CALCPOINT "POT" C/L I-15, MR MON. 234, PER CTMAP 205-003 (CT NO. 443031) 189,2163533.4149,6263690.6953,0.0000, CALCPOINT "RP" "R=5000.DO'" CL I-15, PER CT MAP 205-001 (Cl M. 443024) 190,2161579.0314,6258906.6610,0.0000, CALCPOINT 'POT" C/L I-15, FOR MON. 238, PER CfMIP 205-001 (CT W. 443024) 191,2158985.1568,6261239.3611,0.0000, CALUMET "POT" C/L 1-15, MR MON. 278, PER CTMAP 204-999 (CT NO. 443023) 192,2159871.5332,6260285.7680,0.0000, CALCPOINT "BC" C/L I-15, FOR MON. 277, PER CTMAP 204-999 (Cf NO. 443023) 193,2162583.0540,6258153.8124,0.0000, CALCPOINT "INT" C/L INP. 1-15 6 MIT ROAD, PER CTMAP 205-002 (CT NO. 443025) 194,2160533.8456,6259690.3730,0.0000, CALCPOINT "EC" C/L I-15, FOR MON. 239, PER C1'MAP 205-001 (CP N0. 443024) 195,2157743.3450,6262574.7410,0.0000, CALCPOINT "POT" C/L I-15, FOR MON. 208, PER CIHAP 204-998 (CT NO. 443022) 196,2160176.2800,6259958.4893,0.0000, CALCPOINT °PI" C/L I-15, PER CTMAP 205-001 (CP NO. 443024) 197,2162646.1972,6250106.4656,0.0000, CALCPOINT "POT" C/L 1-15 4 N LN SEC 1 FOR MON 212, CTM 205-002 (Cf NO 443025) 190,1165204.2843,6256188.3293,0.0000, CALCPOINT 'POT" C/L I-15, FOR MON. 235, PER CTMAP 205-003 (CT NO. 443031) FD2234 5-6457 199,2161864.1369,6258692.8996.D.0000, CALCPDINT "INT" CIL INT. I-15 F CLINTON KEITH, PER PLAN 908-W 6� 200,2162555.7660,6259956.5290,0.0000, CALCPOINT "COR" WE COR, SEC 1, PER PM 58/1-5 \V 201,2162547.6141,6261193.6964,1348.6830,IP 1" IP N/PIAS PLUG (ILLEGIBLE) 203,2159682.1841,6259220.5134,D.0000, DELUSINT "RP" "R=1999.H13•, CIL CLINTON KEITH, PER PM 219/98-99 _y5_ 204,2162539.0557,6262519.1997,1370.9711,IP 1" IP W/NO TAG �T 205,2161110.7670,6257814.3470,0.0000, CALCPOINT "PI" CIL CLINTON KEITH, PER PM 158/37-41 206,2162120.E120,6258992.19E0,D.0000, CALCPOINT "BC" CIL CLINTON KEITH, PER PM 158/37-41 T 207,2160754.5390,6260163.8220,0.0000, CALCPOINT "RP^ "R=1199.832•, CIL CLINTON KEITH, PER PM 158/37-41 208,2157677.4300,6262513.4520,1290.4585, BRASSD 2-5" CRAGS DISK •CALCOT 662+76.44 POT 19601- 209,2161007.8300,62S7723.2110,0.0000, 980"209,2161007.8300,6250723.2130,0.0000, CALCPOINT "PRC' CIL CLINTON KEITH, FOR MON. NO. 107, PER PM 219/98-99 210,2162554.3360,6260175.5740,O.0000,CALCPOIW "EC" CIL CLINTON KEITH, PER PM 150/37-41 212.2162585.0050,6258024.8590,13D5.0600,BRASSD 2.5" BMSS DISK `CALDOT 729+33.82 POT 1960" 213,216255E A280,62595G2.8670,0.0000, CALCPOINT "PI' CIL CLINTON KEITH, PER PM 158/37-41 215,2162333.4760,6256225.9090,0.0000,CALCPOINT "RP=1999.813" CIL CLINTON KEITH, PER RE 124/22, 216,2160671.194D,6257337.6950,O.0O00,CALCPOINT "EC" CIL CLINTON KEITH R9 124/22 217,2160786.2790,6257492.9650,O.DDOO,CALCPOINT "INT POC" CIL CLINTON KEITH & SAELE LANE, PER RE 124/22 218,2160622.3360,6257264.6460,0.0000, CALCPOINT "EC" CIL MINIM KEITH, PER RE 124/22 219,2159126.2020,6258265.2540,O.DDOO, CALCPOINT "RP" "R=1799.832• CIL CLINTON KEITH s RANCHO LN, PER RE 124/22 220,2160551.8070,6257166.4930,0.DDOO.CALCPOINT "INT POC" CIL CLINTON KEITH E RANCHO IN, PER RE 124/22 221,2160814.6420,6257552.1700,0.DDOO,CALCPOINT "PI" CIL CLINTON KEITH, PER RE 124/22 222,2159647.4760,6256542.5370,O.DDOO. CALCPOINT "BC" CIL CLINTON KEITH, PER RS 124/22 223.2160264.1520,6256729.1000,O.DDOO, CALCPOINT "PI" CIL MINIM KEITH, PER R6 124/22 224,2162521.7221,6265170.4119,1395.1046,IP 1 1/4" IP N/OPEN PIPE 225,2161229.6797,6259938.7870,O.ODDO.CALCPOINT "INT" CIL INT. OLD OAKS s OAKS, PER PM 58/1-5 226,2162246.1060,6259156.5370,O.ODDD, CALCPOINT "AOC" OLD CIL INT. CLINTON KEITH 6 ARTA DRIVE, PER PM 158/37-41 227,2162214.8769,6258896.1183,0.0000,CALCPOINT "SCE" 6' EASEMENT PER INST 78-261602 228,2162569.3940,6259023.2270,0.0000.CALCPOINT "OLD INT" CIL INT. CATT & ARCA, PER PM 150/37-41 229,2162524.3460,6259022.5450,O.0O00,CALCPOINT "EC" OLD CIL ASIA, PER PM SSE/37-41 230,2162203.395,6258911.1081,0.00DO,CALCPOINT "SCE" 6' EASEMENT PER INST 7E-261602 231,2162381.1610,6259065.3310,0.0000,CALCPOINT "BC" OLD CIL ARTA, PER PM 158/37-41 232,2162470.9870,6259279A070,0.0000,CALCPOINT "PI" CIL ANSE, PER INST. 93652 REC. 03/20/1995 233,2162426.4640,6259302.6400,O.ODOO,CALCPOINT "EC" CIL ARYA, PER INST. 93652 NEC. 03/20/1995 234.2163798.9158,6257121.9430.1319.9090,BRASSD 2.5" HEADS DISK •CALDOT DISK 744+46.70 POT 1960" 235,2165146.5356,6256111.313E,1336.2541,BRASSD 2.5" BRASS DISK CONTENDED "ILLEGIBLE DISK" 236,2162542.3720,6259956.3500,0.0000, CALCPOINT "INT" CIL INT CLINTON KEITH 6 OAK SPRINGS. PER PM 158/37-41 237,2162571.199C,6258936.9950,O.00DD, CALCPOINT "OLD INT" CIL INT. GATT 6 ARTA, PER INST. 104062 REC. 05/24/1979 238,2161521.4900,6258829.9220,1295.0887,BRASSD 2.5" BRASS DISK 'CALOOT DISK 716+00 POT 1980" 239,2160475.6780,6259612.853D,1306.D473,BRASSD 2.5" BRASS "CALDOT DISC IN OPEC 702+93.60 N.C." 240.2162279.3359,6259053.0702,O.00DD, CALCPOINT "SCE" 6' EASEMENT PER INET 78-261602 241,2162305.0862,6259044-9185,0.000D, CALCPOINT "SCE" 6' EASEMENT PER INST 78-261602 242,2162494.1300,6266174.0400,1305.06DO,NAIL PD NAIL, PSOMAS TRAV PT AT3 244,2162530.3645,6263853.640E,1379.5263,IP 1" IP N/ PLAN PLUG (ILLEGIBLE) 252.21625929513,6257480.2761,1298.6774,IP 1" IP N/PLAS PLUG "LS 5529" 253,2162354.5870,6259339.6620,0.0000,CALCPOINT "INT" CIL INT. CLINTON KBITH 6 ATRA, PER INST. 1998-337999 259,2162238.0590,6259399.6840,0.0000, CALCPOINT "EC" CIL AYRA, PER INST. 337999 REC. 03/12/1998 260,2161479.7835,6259942.1332.0.0000, CALCYOU T 'RP' ^0.=249.998" CIL DID GREE, PER INST. 339999 RBC. 08/12/1998 261,2161392.6751,6259907.6656,0.0000, CALCPOMT 'EC- CIL OLD OARS, PER INST. 339999 EEC. 08/12/1998 262,2161902.1740,6259518.3980,0.0000, CALCPOINT °PI° CIL OLD OARS, PER INST. 337999 SEC. 08/12/1998 263,3161753.9890,6250459.8960.0.0000. CPLCPOMT -RP- "R=1057.131" CIL OLD OAKS, PER INST. 337999 SEC. 08/12/1998 264,2162053.2600,6259473.9780,0.0000, CALCPOINT °BC° CIL OLD OARS, PER INST. 337999 SEC. 08/12/1998 265,2162027.3630,6259481.4250,0.0000, CALCPO NT 'EC' CIL OLD OAKS, PER PM 150/37-41 266,2163103.0741,6263125.6187,0.0000, CALCPOINT °RP• "R=3799.645" CIL OLD OAKS, PER INST. 337999 SEC. 08/12/1998 267,2161779.0171,6259563.8364,0.0000, CALCPOMT 'BC' CIL OLD OAKS, PER INST. 337999 SEC. 08/12/1998 268,2162149.1680,6259445.4700,0.0000, CALCPOINT 'PI° CIL OLD OAKS, PER INST. 337999 SEC. 08/12/1998 269,2161231.9731,6259767.3689,0.0000, CALCPOINT -PI- CIL OLD OAKS, PER INST. 337999 SEC. 08/12/1998 270,2161126.7655,6258340.3721,1293.6006,IP 1" IS SITAR °LS 7734" 271,2160607.5133,6250047.8639,0.0000, CALCPOINT 'RP' °R.599.944", CIL HIDDEN SPRINGS, PER W219/96-99 272,2160850.2383,625B596.6613,0.0000,IP "C/L" 1" IP N/ TAG "L9 7735" PER PM 219/98-99 273,2161020.0720,6258517.5230,0.0009, CALCPOINT "PI^ CIL HIDDEN SPRINGS, PER PM 219/98-99 274,2162518.0360,6259400.4210,0.0000, CALCPOINT "RP- "R.199.981" CIL AREA, PER INST. 93652 RBC. 03/28/1995 275,2162521.0630,6259200.4650,0.0000, CALCPOINT "EC" CIL AREA, PER INST. 93652 RBC. 03/20/1995 1 276,2162565.9890,6259281.1450,0.0000, CALCPOINT "NEW INT" CIL INT. CATT 4 ARYA, INST. 1995-93652 SEC. 03/28/1995 CJ 277,2159006.1300,6260224.5090,1313.9682,BR SSD 2.5° BRASS DISK "CALDOT DISK 694+02.20 B.C. 19001 N 278.2158919.2970,6261178.1160,1313.3279.IP 2" IP BRASS DISK MISSING N 279,2162575.0300,6250631.0340,0.0000, CALCPOINT "COR" NE'LY 1/16 COR. SEC. 1, PER PM 158/37-41 280,2162530.3200,6263053.6410,0.0009, CALCPOINT "INT" CIL CKEITH S ELI MEETS, BE 1/16 COR. SEC. 6, PER MO 339/29-34 281,2162539.0331,6262519.1996,0.0000, CALCPOINT "INT" CIL INT. CKEITH & SALIDA DEL SOL, N 1/4 COR SEC 6, PM 58/1-5 282,2162547.6879,6261193.6969,0.0000, CALCPOINT "INT" CIL CKEITH 6 INLAND VALLEY, NN 1/16 COR SEC 6, PER PM 58/1-5 283,2161304.8440,625BD40.6670,C.0009, CALCPOINT "INT" CIL CRISIS 6 HIDDEN SPRINGS, PER PN 210/14-15 284,2162593.2520,6257480.1380,0.000O, CALCPOINT "INT" CIL INT CAST h HIDDEN SPRINGS, PER PM 210/14-15 285,2162586.3590,6257935.5020,0.0000, CALCPOINT "INT" CIL CATT E I-15 RW, PER PM 210/14-15 , 286,2160850.3170,6258596.4752,0.0090, CALCPOINT "PI" CIL HIDDBN SPRINGS, PER PM 219/98-99 287,2162587.4050,6257866.3560,0.0000, CALCPOINT 'CENTER' CUL-DE-SAC, CATT EO., PER PM 210/14-15 288,2160618.5940,6257605.1500,0.000D, CALCPOINT 'EC" STABLE LANE, PER RE 124/22 ON 389,2161694.6630,6256861.5960,0.000D, CALCPOINT 'COR" N'LY COR PCL. 3, PER PM 18/7 290,2160778.5300,6257498.1800,O.00DD, CALCPUINT 'INT" OLD INT CIL CLINTON KEITH 6 SABLE, PER RB 124/22 [P 291,2161367.2920,6258113.4900,0.000D, CALCPOINT °POL" CL CIL CLINTON KEITH ® CUTBACK NN, PER PM 210/14-15 V 292,2161404.3270,6257997.3870,O.00DD, CALCPOINT 'POL" CL HIDDEN SPRINGS ® CUTBACK, PER PM 210/14-15 293,2162291.6810,6259125.7590,0.0000, CALCPOINT 'COR" S'LY WR. PCL. 4 INST. 93652 SEC. 03/28/1995 294,2162539.8969,6259022.7728,0.00DD, CALCPOINT •INT" CL OLD ARYA 4 R/W 295,2162576.9002,6256560.4007,O.00DD, CALCPOINT -RW' CUL DE SAC 296,2163030.4060,6257818.4320,0.ODOO, CALCPOINT 'PDT' CIL I15, AT END OF NORTH BOUND ERNE, PER RW RE UIREMENT MAP 297,2163083.1980,6257888.8300,0.00DO, CALCPOINT °INT" CIL INT N BOUND LAND & N SOUND RAMP, PER RW REQUIREMENT MAP 298,2162615.0370,6256254.7320,O.00DO, CALCPOINT 'PI" CIL NORHT BOET) EMS, PER RW REQUIREMENT MAP S 299,2162049.9600,6258909.5750,0.0000, CALCPOINT °INT" CIL INT CLINTON KEITH F NORTH BOUND ERNE, PER RW RSIuMFMENT MAP 300,2162422.8836,6258477.4098,O.ODDO, CALCPOINT "BC" NORTH DRIND ENSUE, PER RW REQUIREMENT MAP 301,2162846.7785,6258073.6127,0.0000, CALCPOINT -EC' NORTH BOUND RAMP, PER RW REQUIREMENT NAP 302,2164694.1570,6260437.3340,O.ODOO,CALCPOINT 303,2161363.4305,6258108.9870,0.ODOO. CALCPOINT -RP` "0.=3000'- NORTH BOUND RAMP, PER RW REQUIREMENT MAP °POL° CL CIL MINING KEITH 0 CUTBACK SE, PER PM 219/98-99 400,2157956.5419.6259092.6345,O.ODOO, CALCPOINT °COR" RANCHO LA LAGUNA 6 SEC 1, PER CTMAP 205-001 (CT NO. 443020 1-i 3 401,2162631-0982,6254979.9114,0.0000, CALCPOINT 'COR' SEC 1 s LA LAGUNA RANCHO, PER PM 56/1-5 402,2160531.6925,6259929.1062,1298.5414,IP 1" IP W/PLAS PLUG 'LS3698" `1" 403,2159903.5936,6259921.0451,1315.6683,IP 1" IP W/PLAS PLUS "135464" I x 404,2162008.9324,6259027.8448,1323.4608,IP 405,2162069.2590,6259D16.9269,1323.0202,IP 1" IF WIND TAG 1" IF W/PSAs PLUG "CALEOT' 406,2161181.0226,6259415.0331,1198.8391. CONCM 4X4 CONC MON W/BRASS DISK "CALDOP' 40],2159885-7713,6262486.4032,0.000O,CALCPOINT "COR` CENTER 1/4 MR. SEC. 6, PER PM 50/1-5 ('n 408,2155060.2254,6259895.5199,0.6000,CALCMINT "COR' SEC 7 & RANCHO LN, PER PM 58/1-5 rt. 409,2157265.6407,6259886.0881,1245.5011,IP 2" IP WINO TAG T3' 41D,2160033.3195,6265141.4620,1304.5727,IP 1" IP W/TAG "L53316- 411,2165203.3116,6259995.9487,0.0000, CALCMINT "COR" W 1/4 COR- SSC. 31, PER RAMP MAE 00 -q 412,2167854.4246,6260040.0009,0.0000, CALCMINT "COR" NO COR. SEC. 31, PER RAMP MAP 80 UO 413,2162937.5170,6254657.7420,0.0000, CALCPOINT "COR" SEC. LN. 6 FORCED LN., PER ME 237/95-97 414,2166873.1841,6254714.2054,0.0009, CALCMINT "COR" SEC. W. i I-15 BE, PER MB 220/26-29 N 415,2167925-8757,6254729.3077,0.0000,CALCMINT "COR" NN COR. BEC. 36, PER CTMAP 205-008 (CP NO. 443041) N 416,2162179.8840,6259157.4200,0.0000,CALCMINT ^COR" NW -LY COR PCL. "E", PER INST.1990-337999 417,2162275.4270,62593DB.6300,0.0000, CALCMINT "COR" CUTBACK NE -LY MR. PCL. "E", PER INST.1990-337999 .� 418,2162333.8890,6259422.1300,0.0000,CALCPOINT 'COR" CUTBACK NW'LY MR. PCL. 'E", PER INST. 1998-337999 419,2162302.0880,625941D.5730,0.0000,CA MINT "COR" CUTBACK BE -LY MR. PCL. "D", PER INET. 1990-337999 420,2162266.3710.6259341.2310,0.0000, CALCPOINT "MR" CUTBACK NE'LY MR. PCL. "E", PER INST. 1998-337999 422.2160530.4050,6259929-0554,1298.9657, CONOE CONC MON W/BRASS PIN (NO DISK) 423,2160966.6460,6257664.0890,0.0000,CALCPOINT "COR" MOST W'LY COR IAT "A', PER PM 219/96-99 N 424,2160850.1244.6258607.4660,0.0000,IP 11COR" 1" IP W/TAG "153698" 425,2162530.7140,6259629.4220,0.0000,CA MINT "COR" MOST EL`Y COR. PCL. 5 PM 158/37-41 P 426,2162428.4950,6259364-9150,0.0000, CALCMINT "COR" CUTBACK PCL. 5, PER INST. 93652 SEC. 03/28/1995 y 427,2162376.9410,6259264.0260,0.000O, CALCFOINT 'row" CUTBACK PCL. 4, PER INST. 93652 SEC. 03/28/1995 CO 420,2162408.0370,6259275.0110,0.0000, CA,CPOINT "COR" CUTBACK PCL. 4, PER INST. 93652 SBC. 03/28/1995 429,2162411.3530,6259273-3030,0.0000, CALCMINT "RW" WIT PCL. 4, PER INST. 93652 REC- 03/28/1995 v 430,2162162.5630,6258956.3950,0.0000, CALC DINT "AP" C/L CLINTON KEITH, PER PM 158/37-41 431,2162161.7240,6250955.4160,0.0000, CALCFOINT "AP" C/L CLIMTON KEITH, PER PM 156/37-41 432,2162196.2075,6258910.5596,1309.1499,IP 1" IP W/PLAS PLUG 'YTSd1P' 433,2162540.5855,6258452.1702,1321.5273,IP L" IP W/PLAS PLUG "CALLUM" 435,2162555.8802,6257964.2101,1302.4179,IP V IP W PLAS PLUG "LS5529" 436,2162586.3514,6257935.5031,1303.1003,IP I' IP W/PLAS PLUG "LS5529" 437,2162616.7266,6257906.7602,1300.5130,IP L' IP W/PLAS PLUG "CALW'E" 438,2162306.1052,6258087-4060,1302.9066,IP L' IP W/PLAS PLUG "LS5529" 439,2162137.1445,6258170.6292,1303.2630,IP 1" IP W/PLAS PLUG "LS5529" 440,2161011.1901,6258232.7335.1303.4434,IP 1' IF W/PLAS PLUS "LS5529" 441,2161681.3108,6258310.7128,1304.3103,IP 1" IP W/PLAS PLUG "LS5529" 442,2167901.1569,6257395.1007,0.0000,CALCPOINT "COR" N 1/4 COR. SEC. 36, PER PM 9/70 443.2161560.0060,6258461.0743.1304.3784,IP I- IP W/TAG 'LS3698" 444,2161431.9515,6258615-5582,1305.1266,IP 1" IP W/P,AE PLUG "CALDOT" 445,2161259.3624,6258824.3301,1305.7619,IP 1^ IP W/PLAS PLUG "CALDOT" 446,2161034.1760.6259096.5900.1294.3061,IP 1" IP WPLAS PLUG "CALDOT" 447,2162526.0716,6258529.4678,0.0000, CALCPOINT "RW AW191TION" PCL 21666 448,2160815.4042,6358633.4347,0.0000,CALCPOINT "COR" PCL "A" PER INST 2008-109866 449,216D314.2270,6259636.4050,1299.3333,IP 1" IF W/FLAB PLUG "CALDOT- 450,216D923.9589,62$8606.6055,0.000O,CALCMINT "INT^ 1/16 LN c RW 451,2161589.0060,6256248.5003,1304.2815,IP 1" IP W/PLAS PLUG "LS5529" 452,2161537.6041,6256213.9211,1309.5604,IP 1" IP W/PIAS PLUG "LS5529^ 453,2161415.8195,625B0"I1.i813,1305.4360,IP 1" IP WLPIA PLUG "LS 5529" 454,2161424.2420,6258043.1335,1301.8102,IP I^ IP W/PLAS PLUG "585529° " 455,2161581.5111,6257992.0449,1298.1167,I2 1" IP W/PIAS PLUG "LS5529° 456,2162535.2800,6259321.7580,0.0000, CALCPOINT "COR" CUTBACK PCL. 5 CATT, PER INST. 1995-93652 451,2162536,1050,6259233.6230,0.0000, CALCPOINT "COR" CUTBACK PCL. 4 CATT, PER INST. 1995-93652 " 458,2161161.5996,6258935.3346,0.000D, =POINT "COR" PCL "A' PER INST 2008-109866 459,2162557.4142,6251B66.3602,1300.5328,IP 1" IP W/PLAS PLUG 'LS5529" 460,2161304A686,6258040.4322,1301.6581,IP 2.25" IP W/TAG "L81003 IN LIEU OF L5103B" 462,21612DO.2629,6259918.1113,1294.3415, COPWLO COPPERWELD "RSV CO TRANS" 463,216035D.1205,6258607.6865,0.0000, =POINT "COR" HE COR PCL 2, PER PH 15/68 464,2161271.4200,625BOB6.1800,0.0000, CALCPOINT "TOPB' INST. 240650 NEC. 05/31/20DI 465,2161134.9530,6258292.0000,0.00OO, CALCPOINT "TP" INST. 240650 SEC. 05/31/2001 466,2161039.7940,6258525.1400,0.0000. CALCPOINT "TP" INST. 240650 SEC. 05/31/2001 469,2161321.6794,6258144.1890,0.0000, CALCPOINT "AP" RW CUTBACK CU TIS KEITH, PER CT RELIED. NAP CTM 8/78-86 CD 468,2161425,8333,6258266.2476,0.0000, CALCPOINT "AP" RW MINTON KEITH, PER CP RELIED. MAP CTRS B/78-86 N 469,2161559.9880,6258461.0950,0.0000, CALCPOINT "INT" I-35 4 CLINTON SHITS RN, PER CTNAP 205-002 QCT NO. 443025) 470,2161432.1820,6258615.5630,0.0000, CALCPOINT "POT" RW I-15 R 1/16 LN. SEC 1, PER CH P 205-002 ICT NO. 443025) N 473,2160894.3575,6258612.8395,0.0000, CALCPOINT "COR" PCL "A" PER INST 2800-109866 474,2161147.5024,6258919.0128,O.0000, CALCPOINT "COR" PCL "A" PER INST 2000-109866 n 475,2162079.D610,625902B.0000,0.0000, CALCPOINT "RC" CLINTDN KEITH RN ® BC, PER PH 150/31-41 476,2162069.4O80,6259016.7430,0.0000, CALCPOIMT "COR" MOST EL'Y COR PCL6, PER PH 155/37-41 477,2160944.5790,6259661.3330,O.0000, CALCPOINT "COR" AS I-15 RN, PER PM 156/37-41 478,2162255.9180,6259434.3550,0.0000, CALCPOINT "EC" NE -LY RW PCL. "J-, PER INST. 1998-337999 y 479,2162220.2010,6259365.0130,0.00OO, CALCPOINT "EC" SW -LY RW PCL. 'J", PER INST. 1998-337999 480,2162438.2590,6259333.6850,O.0000, CALCPOINT "COR" CUTBACK PCL. 5, PER INST. 93652 SEC. 03/28/1995 P 481,2162441.5750.6259331.9110,0.0000, CALCPOINT "RW" E'LY PCL. 5, PER INST. 93652 REC. 03/28/1995 482,2162520.5630,6259313.4610,0.0000, CALCPOINT "COR" CUTBACK PCL. 5, PER INST. 93652 NEC. 03/28/1995 A 483,2162521.5620,6259247.4680,0.U000, CALCPOINT "COR" CUTBACK PCL. 4, PER INST. 93632 SEC. 03/28/1995 Vl 464,2162548.5330.6258452.2410,0.0000, CALCPOINT 'COR" INT I-15 & CATT RW, PER Cb 2D5-002 (CT NO. 443025) r 485,2162196.2351,6258910.5232,0.0000, CALCPOINT "COR" M0ST SL'Y COR. PCL 1 PER PH 155/37-41 486,2162609.229D,6258406.7258,O.0000, CALCPOINT "RW" ACQUISITION" PCL 21664 461.2161293.7114,6258147.1457,0.0000, CALCPOINT "AP" RN CUTBACK HIDDEN SPRINGS, PER CT RELINO.MAP CTTPo 8/78-86 488,2162650.2770,6258313.4370,O.000O, CALCPOINT "AP" RW I-15, PER CTMAP 205-002 (CT W. 443025) 469,2163517.336D,6257663.2990,O.0000, CALCPOINT "AP" RW I-15, PER CTMAP 205-002 (Cf HO. 443025) 490,2163601.5470,6257606.9060,O.ODOO, CALCPOINT "AP" RW I-15, PER CTMAP 205-003 Per N0. 443031) 491,2163916.7963,6257326.9974,O.000O, CALCPOINT 'COR" 1/16 COR PER HE 103-99 492,2163916.1492,6257373.0074,O.0000, CALCPOINT ^INT" RW I-15 'F 1/16 LN PER RB 103-99 493,2163898.1663,6258651.6128,O.00EO, CALCPOINT "COR" 1/16 COR PER RS 103-99 494,2161424.274D.6258043.2360,0.0600, CALCPOINT "COR" CUTBACK HIDDEN SPRINGS, PER PM 21D/14-15 495,2161415.8750,6258071.8260,0.0000, CALCPOM "COR" CUTBACK MINTON KITH, PER PH 310/14-15 U H �R 496,116153].5]32,6150113.]454,0.0000, CALCPOINT "AP" RW CLIFTON KEITH PER PM 210/14-15 497,2161589.0230,6158248.4540,0.0000, CALCPOINT "COR" 3E CUR PCL, 5. PHOT PM 210/14-15 1` 498,2161E91.4830,6258261.0310,0.0000,CAI.CPOIRT "COR" RW I-15 c SE COR. PCL. 3, PER PN 210/14-15 k' 499,2162555.9200,6257964.2240,0.0000, CALCPOINT "AP" RW I-15 6 CATT, PER PM 210/14-15 500,2162616.]9]0,625]906.]800,0.0000, CALCPOINT "AP" RW I-15 F MIT, PER PM 210/14-15 501,2161537.3911,6258489A056,0.0000, CALCPOINT "RW ACQUISITION" NILOONAR DEDICATION - 502,21612]2.3900,6258184.58]4,0.0000, CALCPOINT "RW ACQUISITION° WILDONAR DEDICATION 503,2161290.0972,6258182.9233,0.0000, CALCPOINT "RW ACQUISITION° WILDONAR DEDICATION �(T 504,2161395.6845,6258323.8921,0.0000, CALCPOINT "RW ACQUISITION" WILDCMAR DEDICATION 505,2161339.9063,6258240.7488,0.0000, =POINT "RW ACQUISITION" WILOONAR DEDICATION 506,2163323.2140,6257398.B300.0.0000, =POINT "AP" RE I-15, PER CTNAP 205-003 (Cl NO. 443031) 507,2163461.7964,6257319.6599.0.0000, CALCPOINT "INT" RW I-15 F 1/4 PER CTMAP 2D5003 500,2162595.8920,6259305.6960,0.0000, CALCPOINT "COR" N 1/4 COR SEC 1.& C/L CATT, PER CTMAP 205-002 (CT M. 443025 509.2162596.6011,6258429.4863,0.0000, CALCPOINT "INT" RW I-15 & MIT PER CRAP 205-002 510,2162049.0170,6258214.0880,0.0000, CALCPOINT "COR" SE COR. PCL. 2, PER M 21D/14-15 DO 511,2161887.1455,6257041.055D,D.0000, CALCPOINT "RW HIDDEN PER PM 210/14-15 VD 512,2161732.5360,625B166.0210.0.0000. CALCPOINT "CUA" WE COR. PCL. 5. PER A4 210/14-15 p 513,2161587.]320,625]972.1220,0.0000, CALCPOINT "AP^ HIDDEN SPRINGS RW & PCL. 5, PER PM 210/14-15 514,2161683.3060,625BC72.8800.0.0000, CALCPOINT "COR' AP COR. PCL. 5, PER PM 210/14-15 515,2161606.1220,625]968.7080.0.ODOO. CALCPOINT "AP° NW'LY COR. PCL. 5 F HIDDEN SPRINNB RW, PER PM 210/14-15 a 516,2161631.4490.625]964.00]0,0.0000, CALCPOINT "AP^ COR. PCL. 6 & HIDDEN SPRINNB RW, PER PN 210/14-15 517,3161443.9090,6258104.5200,0.0000, CALCPOINT "RW ACQUISITION" PCL 21669 518,2161449.2226,6258099.9633,0.DDOO, CALCPOINT "RW ACQUISITION° PCL 21669 519,2161542.2730,6258208.4720,0.DDDO, CALCPOINT "RW ACQUISITION^ PCL 21669 N 520,2161582.7076,6258235.7497,0.0000, CALCPOINT "RW ACQUISITION PCL 21669 521,2161]03.0060,6258118.1540,O.DDDO, CALCPOINT 'COR' 8W CUR. PCL. 4, PER PM 210/14-15 522,2161958.8830,6258006.9350,0.00DO, CALCPOINT "COR" NN COR. PCL. 4, PER PM 210/14-15 ON 523,2162412A870,6258628.8280,0.000O, CALCPOINT "COR"I-15 RW & 1/16 LN. SEC. 1, PER PM 150/37-41 a 524,2162271.2960,625SB12.8A20,O.00DD, CALCPOINT "COR" 8'LY COR. PCL. 2, PER PM 158/37-41 CD 525,2162350.3760,6258710.0140,0.000D, CALCPOINT "COR" S'LY WR. PCL. 3, PER PM 158/37-41 V 526.2163502.842C,6258511.6830,0.000D. CALCPOINT "COR" N'LY COR. PCL. 3. PER PM 156/37-41 527,2162310.20]9,625910].0448,0.0009, CALCPOINT "RN" ACGUISITION" PCL 21667 528,2161545.0330,6158630.6280,0.0000, CALCPOINT "INT" 1/16 LN. & RN CATT, PER PM 158/37-41 529.2162542.0070.6258878.0900.0.0000. CALCPOINT "COR" WR. PCL. 2 & RW ARTA, PER PM 158/37-41 530,2162543.5550,6258781.1240,0.0000. CALCPOINT "COR" N8 COR. PCL. 3 & RW ARYA, PER IN 158/37-41 531,2162547.1200,6258545.5830,0.0000. CALCPOINT "COR" NH CUR. PCL. 3, PER PM 150/37-41 532,2162545.5910,6256646.5550,0.0000, CALCPOINT "BC" RW PCL. 3. PER PM 158/37-41 533,2162276.3970,6259060.2940,0.0000. CALCPOINT "COR" OLD AP RW C/L CLIFTON KEITH & ASIA, PER PM 150/37-40 534,2161158.3916,6256E80.82]8,0.0000, CALCPOINT "COR" PCL °A" PER INST 2008-109866 535,216259].0240,625995].1460,0.0000, CALCPOINT -RW" N'LY RW CLIFTON EEITH, PER PM 36/69 536,2162586.9810,6259876.4730,0.0000, CALCPOINT "AP" RW & CURVE CLIFTON KEITH, PER PM 36/69 537,2161154.6049,6250040.7637, 0.0000, CALCPOINT 'COR" PCL ^A" PER INST 2000-109866 538,2162321.5104,6259072.0103,0.0000, CALCPOINT '"' ACQUISITION" PCL 21667 539,2162510.9210,6258941.5010,0.0000, CALCF0XUT "AP' OLD RW COR. PCL, 2, PER PM 158/37-41 540,2162420.4446,6259002.6016,0.0000, CALCPOINT ^RF' ACQUISITION" PCL 21667 L 541,2162386.7400,6259025.3630,0.0000, CALCPOINT "AP" COR. VOL. 1, PER PM 158/37-41 542,2162445.3350,6259034.2630,0.0000, CALCPOINT "WR" N'LY COR. PCL. 1, PER INET. 137832 MC.05/02/1995 543,2162211.5401,6258690.6142,0.0000, CALCPOINT "RN" ACQUISITION• PCL 21667 544,2162364.5620,6259230.8050,0.0000, CALCPOINT "RN ACQUISITION• PCL. 0264-003 545,2162385.3130,6239267.5680,0.0000, CALCPOINT "RW ACQUISITION• PCL. 0264-003 546,2162384.5990,6258665.4960,0.0000, CALCPOINT "RW ACQUISITION• PCL. 21666 547,216213].1518,62581]0.6442,0.0000, CALCPOINT "PYP" I-15 R/W, FOR MON. 439, PER CTMAP 205-002 ICT NO. 443025) 548,2162608.8879,6258429.2602,0.0000, C CPOINT "RW AQUISITION' PCL 21664 549,2162763.0660,6258228.8650,0.0000, CALCPOINT "RW ACQUISITION• PCL. 21664 550,2161641.1050,6259119.0620.0.0000, CALCPOINT "WR" S -LY WR. PCL. "A", PER INST.337999 REC.08/12/1998 551,2162175.2740,6259386.7820,0.0000, CALCPOIRT "COR" SE COR. PCL. "E", PER INST.337999 REC.06/12/1998 552,2161876.D460,6259196.8390,0.0000, CALCPOINT "WR" SE COR. PCL. "A", PER INST.337999 REC.08/12/1998 553,2161952.2170,6259214.6300.0.0000, CALCPOINT "AP" WR PCL. •A•, PER IMT.337999 REC.08/12/1998 554,2161998.4350,6259285.5360,0.0000. CALCPOINT "AP" COR PCL. 'A', PER INST.337999 REC.08/12/1998 555,2162028.6570,6259331.9130.0.0000, CALCPOINT "AY" COR PCL. 'A', PER INST.337999 REC.08/12/1998 556,2162072.7930,6259303.1600,0.0000, CALCPOINT "AP" WR PCL. -A-, PER INST.337999 REC.08/12/1998 557,2162179.1780,6259470.1980,0.0000, CPLCPOINT "WR" SE COR. PCL. "D", PER INST.337999 RHC.08/12/1998 558,2162269.3250,6259592.8980,0.0000, CALCPOINT "WR" SE COR. PCL. "D', PER INST.337999 RHC.08/12/1998 559,2162404.2810,6259595.6630.0.0000. CALCPOINT "COR" NE COR. PCL. "D", PER INST.337999 REC.O8/12/1998 560,2162477.5540,6259888.7310,0.0000, CALCPOINT "WR" NE CDR. PCL. "P", PER INST.337999 REC.08/12/1998 561,2162164.8250,6259707.3670,0.0000, CALCPOINT "NR" SN COR. PCL. "F', PER INST.337999 RECA8/12/1998 T 562,2160531.6880,6259929.4490.0.0000, CALCPOINT "COR" MOST S'LY COR PCL 12, PER W 158/37-41 563,2162053.5170.6259023.B67D,0.0000, CALCPOINT "RW ACQUISITION' PCL. 21666 m 564,2162067.2556,6259029.5927,0.0000, CALCPOINT "RW ACQUISITION PCL 21666 N 565,2162109.6971,6259060.9319,O.0000, CALCPOINT "RW ADQUISITION PCL 21668 N 566,2162173.3495,6259162.0339.0.0000, CALCPOINT "RW ACQUISITION PCL 0264-002 W 567,2162163.3917,6259148.0776,0.0000, CALCPOINT "RW ACQUISITION PCL 21668 .y 568,2162169.6810,6259143.3990,0.0000, CALCPOINT "RW ACQUISITION' PCL. 0264-002 $69,2162189.9737, 6259186.0031,0.0000, CALCPOINT "RN ACQUISITION PCL 0264-003 570,2162188.3208,62591B7.1291,0.0000, CALCPOINT "RW ACQUISITION PCL 0264-003 571,2162213.6516,6259223.5455,0.0000, CALCPOINT "RW ACQUISITION PCL 0264-003 572,2162215.3311,6259292.4632,0.0000, CALCPOINT "RW ACQUISITION PCL 0264-003 Vi 573,2162256. 9908,6259285.32]5,0.0000, CALCPOINT "RN ACQUISITION PCL 0264-003 574,2162271.0688,6259309.8953.O.0000, CALCPOINT "RW ACQUISITION PCL 0264-003 D` 575,2162263.7929.6259342.5559.O.0000, CALCPOINT "RW ACQUISITION PCL 0264-003 a 576,2162306.0882,6250087.3716,0.0000, CALCPOINT "POT" I-15 R/W, PER CfMAP 205-002 (CT NO. 443025) 577,2161500.2820,6257988.3570,0.0000, CALCPOINT "AP" HIDDEN SPRINGS RW, INST. 108634 REO. 03/31/1978 N 57F.9161164.6480.6258370.4120.0.0000, CALCPOINT "EC" RN INST. 240650 REC. 05/31/2001 r 579,2161547.8919,6258443.5265,0.0000, CALCPOINT "AP" GRANT OEM PCL 17493-1, PER INST. 445861 SEC. 10/07/1999 580,2161548.4614,6258475.OD19,0.0000, CALCPOINT "AP" GRANT DEED PCL. 17493-1, FOR INST. 445861 REC. 10/07/1999 581,2161259.4116,6258824.3708,0.0000, CALCPOINT "RYf" RN I-15, PER CTNAP 205-002 (CT NO. 443025) - 582.2162341.6457.6259203.8B68,0.0000, CALCPOINT "AP" RN ARYA, PER PM 158/37-41 583,2162308.2872,6259050.1986,0.0000, CALCPOINT "RW" ACQUISITION' PCL 21667 584,2162338.6960,6259162.1920,0.0000, CALCPOINT "RW ACQUISITION" PCL. 0264-003 585,2161053.8791,6258717.3125.0.0000, CALCPOINT "WR" PCL "A" PER INST 2006-109866 X N 3 586,21623303096,6259151.0384,0.0000, CALCPOINT 'AP' RW ARYA, PER 141 158/37-41 `V 500,2162524.3910,6259052.5417,0.0000, CALCPOINT 'AP" RW AR, PER P 159/37-41 x 508,2162420.1737,6259075.1854,0.0000, CALCPOINT "AP" RW ARM, PER PH 150/37-41 589,2162490.6012,6259027.6235,0.0000, CALCPOINT 'RW` CUTBACK AREA, PER PH 159/31-91 591,2162415.5306,62595.4916,0.0000, CALCPOINT ^AP" RW ARYA, PER FI 158/37-41 591,2162569.4030,625900555 .5914,0.0000, CALCPOINT PoL" "ACK C ARYA PM 150/37-41 593,2162539.4000,6259055.13]3,0.0000, CALCPOINT "N OLD OSA F R/H J 593;2162539.2150,625906].7656,0.0000, CALCPOINT "RW" CUTBACK 594,2161521.0624,6259272.4935,0.0000, CALCPOINT "RP" R,249.997" AN ARTA, PER PM 158/37-91 595,2161099.6901,6258336.2366,0.0000, CALCPOINT "INT" RADIAL & RW 596,2160832.5129,6250555.2470,0.0000, CALCPOINT "INT" & RW 598,21611]9.18]4,6258345.6347,0.0000, CALCPOINT "TP" INSTNST 21 21655-2 T 599,2161255.1969,6250309.6462,0.000O, CALC "TP" INST 21655-2 CV 600,2161269.5611,6258402.2016,0.0000, CALCIUM ^TP^ INST 21655-2 N 601,2161191.0502,6258369.8290,0.0000, M CALCPOINT 'TP' INST 21655-2 RP=92.996 - 602,2161325.0860,6250902.4333,0.0000, CALCWINT 'TP- INST 11655-2 N 603,2161404.8590,6250334.5432,0.0000, CALCPOINT 'TP' INST 31655-2 W 604,2161158.5118,6250959.5141,0.0000, CALCINT 'RW' PER PM219/90-99 a- 605,216122.1299,6259019.2665,0.0000,CALCM INT "RW" CUTBACK PER P1998-99 - 606,2161226.003,6258009.OD25,0.0000, CALCPOINT 'RW" CUTBACK PER PMITd19199-99 608.2161136.50377,6257973.3069,0.0000, CALCINT ^RW" PER P219/98-99 609,2161223.6992,6259075.OD93,0.0000, CALCMINT "RN^ PER PK219/98-99 609,2162591.0039,6257500.5496,0.0000, CALCPOINT 'POL" CL PER PN 260/69-15 N 610,2162561.0869,5258570.0956,D.ODDD. "RW" ACKT CUTBACK PER PH 210/14-15 611,2162527.2552,6257541.5664,0.0000. CALvCPOINT CALCMINT 'RN" CUTBACK PER PM 310/14-15 613,2161593.]500,6258016.2052,0.0000, CALCTOINT 'POL" CL GTT PER IN 210/14-15 A 613,2161284.4116,6258016.0401,0.0000, CA 'POR" CL CLINTON KEITH1086 PER PM 210/14-15 V1 614,2161216.9036,6257853.0579,0.0000. FOINT CALCTOINT "LOR" RW PER INST 108634 r 615,2161132.9091,6257924.65]2,0.0000, CALCEIINT ^COR" RW PER INET 108634 616,2161581.4866,6259849.4276,0.0000, CN POINT "COR" HIDDEN PER INST 1972-108634 617,2162374.9100,6258642.4089,0.0000, CALCFOINT "COR" HID08N PER INET 1973-108634 618,2161809.1262,6250610.5664,0.0000, CALCINT "INT" CL CKBITH 6 1/16 619,2161539.9606,6257470.6066,0.0000, CALCPOTOINT "COR" HIDDEN PER INET 19797 2-108634 620,2161370.8083,6257989.2527,0.0000, CALCFOINT ^COR^ RW PER INST 100634 621,2161310.7846,6257963.1191,0.0000, CAL^3'OIT ^COR" RN PER INST 108639 623.2161563.9637,6257432.8943,0.0000, CALCpOIHT ^COR" HIDDEN PER INST 1972-108634 623,2161664.1556,6257938.8680,0.0000, CALCPINT -RW- HIDDEN PER PM 210/14-15 624,2162544.5769,6257555.8352,0.0000, CAL^3OINT 'RW' HIDDEN PER PN 210/14-15 625,2162379.3320,6257627.7369,0.0000, CASCPOINT 'RW' HIDDEN PER PM 210/14-15 626,2162379.2668,6257627.7549,0.0000, CALCPOINT "RW" HIDDEN PER PM 210/14-15 627,2162979.3249.6257627.7383,0.0000, CALCPOINT 'RW- HIDDEN PER PN 210/14-15 620,2161751.1365,6257901.0964,D.0000, CALCPOINT ^RN" HIDDEN PER IN 210/14-15 - 639.2162076.4540,6257759.4949,0.0000, CALCPOINT "RW" HIDDEN PER PM 210/14-15 630,2162999.1880,6257662.5936,0.0000, CALCPOINT "RN^ HPER PM 210/E4 -E5 631, 2161957 A679,6250692.6721, 0.000O,CAi.CPOINT "INT" CL CL 1- I-15 F 1/16 IN 632,2162338.9846,6259162.9576,0.0000, CwCPOINT 'RN AQUISITION" PCL 0264-004 RELINQISI NT PER CTMB 8/78-06 633,2162445.6115,6250645.0410,0.0000, CALCPOINT 'RP' COL DE SAC 634,2163896.0571,6258801.5842,0.0000, CALCPOINT COR" W'LY 150' PER RS 103-99 635,2163879.5363,6259P76.2388,0.0000, CALCPOINT 'COR' 1/16 WR PER RE 103-99 636,2162578.324'1,6258466.2416,0.0000, CALCPOINT 'RW AQ019ITION" PCL 21666 637,2162547.7614,6250503.2232,0.0000, CALCPOI T 'RN AQUISITION" PCL 21670 638,2165237.7001,6257345.2988,0.0000, CALCPOINT 'CDR" CENTER 1/4 COR PER RE 103-99 639,2162603.5564,6258781.4690,0.0000, CALCPOINT "COR" W'LY 150' PER RE 103-99 640,2162542.5715,6250620.6090,0.0000, CALCPOINT "RW" CUL DE SAC 641,2162530.3552,6258572.1294.0.0000, CALCPOINT "RN" CUL DE SAC 643,2162535.2686,6250536.5091,O.D000, CALCPOINT "RIV° CUL DE SAC 644,2162212.7499,6258941.3786,0.0000, CALCPOINT "POL' RELINQISMENT PER CTMB 8/78-06 645.2162328.0376,6259291.4808,0.0000, CALCPOINT -POL" CL CKEITH 0 CUTBACK 646,2162085.6580,6259035.7374,0.0000, CALCPOINT 'POL' RELINQISHWKNT PER CIMB 8/70-06 647,2162572.0836,6250870.5441,0 MOO, CALCPOINT, 'POL' RELINQISHVNNT PER CTMB 8/78-06 648.2162295.3447,6259345.0582.0.0000, CALCPOINT 'POL" RELINQIGHNENT PER CTT3 8/78-86 -- 649,2162392.4730,6259293.4455,0.0000, CALCPOINT -POL' RELINQISHMENT PER CTMB 8/70-06 650,2162577.1168,6258546.0371,0.0000, CALCPOINT 'POL" RELINQISFRIENT PER CTT® 8/78-06 T 651.2161540.1414.6250432.2696,0.0000, CALCPOINT -POL" RELINQISWAENT PER CTT® 8/0B-86 l9 652,2162593.9590,6257433.3483,0.0000, CALCPOINT "POL" RELINQI9 MENT PER CTMB 8/78-06 N 653,2162268.6851,6257561.3685,0.000O, =POINT "POL" RELINQISFMENT PER CION 8/7B-86 654,2162232.8156,6257604.2317,0.0000, CALCPOINT "POL" RELINQISH!ffi1T PER CTMB 8/78-06 N 655,2161729.5256,6257866.6231,0.0000, CALCPOINT "POL" RELINQISHOENT PER CTMB 8/78-06 W 656,2161705.5894,6257833.6044,0.0000, CALCPOINT "POL" RELINQSSH!ffi]T PER CTKB 8/78-06 -� 657,2162233.8281,6257669.2235,0.0000, CALCPOINT "POL" RELINQIMWlXOT PER CTT0 8/18-06 658,2162398.0562,6257597.4271,0.0000. CALCPOINT 'POL' RELINQISiMENT PER CTMB 8/78-06 659,2161256.0264,6257983.7390,0.0000, CALCPOINT "POL" Re NQISHREUT PER CTNB 8/78-05 660,2161199.0985,6259032.5566,0.0000,CA MINT 'POL' RELINQISONRUV PER CTM 8/78-06 661,2161251.5757,6250113.2001,0.0000, =MINT 'POL" ReLINQISRNENT PER CTMB 8/79-06 V, 662,2161227.3959,6258095.4424,0.0000, CALCPOINT 'POL" RELIMI51NSIT PER CTM 8/78-06 664,2161159.1304,6258209.7559,0.0000, CALCPOINT 'POL" RELINQISFBffiNT PER DIM 8/78-06 ON 665,2161110.7756,6250254.2441,0.0000, CALCPOINT 'POL" RELINQISRNENT PER CTMB 8/78-06 .O 666,2161067.9078,6258562.5114,O.000O. CALCPOINT 'POL" ReLINQISRB PER CT 0/70-05 m 667,2161037.9928,6258562.1653,0.0000, CALCPOINT 'POL' RELINQISHAENT PER CTMB_ 8/78-06 668,2161007.9978,6250561.8192,0.000D, CALCPOINT 'POL" RELINQISHF PER CT.'@ 8/78-86 669,2161067.4326,6250610.6261,0.000D, CALCPOINT "POL" RELINQISHM PER CTMB 8/70-06 670,2161007.4440,6258609.8145,0.000D, CALCPOINT "POL" RELINQISHNNET PER CTMB 8/7B-86 671,2161509.4453,6250194.7699,0.000D, CALCPOINT 'POL" RELINQISHMENT PER CTMB 8/78-86 1-{ 672,2161366.6795,6250112.7757,0.0000. =POINT. 'POL" RELINQISMEN'L PER CTMB 8/78-06 1 673,2161408.4268,6258076.9761,0.000D, =POINT 'POW ReLINQISN6RNP PER CMB 8/79-06 674,2161401.1176,6257996.7827,0.000D, CALCPOINT 'POL" RELINQISIMENT PER DING 8/78-06 675,2161413.0057,6250D26.292C,O.000D,=POINT 'POL" RELINQISHKENT PER CT 8/70-06 676,2161991.9427,6257774.4571,0.000D, CALCPOINT 'POL" ReLINpISFPieNT PER CTMB 8/7B-86 677,2161985.6523,6257777.1930,0.000D, =POINT 'POL" RELINQISHMN T PER CIMS 8/78-06 678,2161984.3589,6257798.2340,0.0000, CALCPOINT 'POL" RELINQISI NT PER CTMB 8/78-06 679,2161957.0175,6250109.3034,0.DDDO, CALCPOIMT "POL^ RELINQISillffiNT PER C 8/78 -BG 680,2161214.2791,6258019.5386,D.D000, CALCPOINT "PGL" RELINQISNMENT PER CR48 8/98-86 681,2161236.7794,6258133.3473,0.DDOO. CALCPOINT "FOL° RELIMISHMENT PER CR48 8/78-86 682,2161260.9592,6258151.1052,0.DDOO, CALCPOINT "POL" RELINQIREMENT PER CIHB 8/78-86 690,2162207.9509,6259215.3500,9.D000, CALCPOINT MCD'S EASEMENT PER MCOONALOS EMKIEIT 691,2162214.5939,6259210.8837,0.0000, CALCPOINT MCD'S EASEMENT PER MCOONALDS EXHIBIT 692,2160775.0710,6260193.3575,0.0000. CALCPOINT "AP° MCWNALDS EASEMENT 693,2162375.0415,6259305.9065,0 -DODO, CALCPOINT MCD'S EASEMENT PER MCOONALS EXHIBIT 694,2162276.7689,6259311.0208,0.D000. CALCPOINT CALL 696,2162249.2246,6259321.1830.0.0000. CALCPOINT 'RP- MCWNALDS EASEMENT 697,2162277.0500,6259309.9950,0.9000, CALCPOINT ^EASE^ MCWNALDS EASEMENT 698,2162267.7269,6259343.1027,O.ODDO, CALCPOINT MCD'S EASEMENT PER MIDONAIDS EXHIBIT 699,2162349.7103,6259264.4228,O.DDDO, CALCP0INT "SASE" R/W INT MCDONALDS EASEMENT 707,2162235.5109,6258626.4296,0.ODOO, CALCPOINT 'R/W° I-15 PER O.R. 1710, PG. 563 708,2162221.0555,6258634.7941,O.ODDD, CALCPOINT "R/W° I-15 PER O.R. 1718, PO. 563 710,2161921.0316,6258859.7617,O.00DO, CALCROINT "R/W° I-15 PER INET. 108634 711,2161974.3235,6258622.8959,0.ODDO, CALCP0INT 'R/W^ L-15 PER O.R. 1718, PG. 563 712,2161783.2176,6258984.3475,0.ODOO. CALCP0INT "R/W" I-15 PER INST. 108634 2101,2162359.235D,6259251.7830,1325.W09,PRNL PK NAIL W/WASHER •RIVCO TRANS" 2403,2159903.5686,6259921.0885,1315.6775,IP 1' IP WRIER PLUG "LS5464" CHECK PT 403 CLINTON KEITH biT i'i INTERCHANGE A2-0264 HARD COPY 1 2158956.6630 6260716.0420 MONUMENT: 2 2159420.5830 6261190.3650 MONUMENT: 3 2159945.8010 6260624.4730 MONUMENT: 4 2160491.2430 6259285.4110 MONUMENT: 5 2160703.2570 6259934.1140 MONUMENT: 6 2160537.6150 6257719.5480 MONUMENT: 7 2161286.4160 6258531.1020 MONUMENT: 8 2161547.3370 6259359.2370 MONUMENT: 9 2162039.9970 6259550.8310 MONUMENT: 10 2161995.0400 6261172.1660 MONUMENT: 11 2162553.5650 6260407.6690 MONUMENT: 12 2160875.8000 6257142.6070 MONUMENT: 13 2161949.6950 6258179.1270 MONUMENT: 14 2162429.1990 6258998.8470 MONUMENT: 15 2162783.0560 6259565.0790 MONMENT: 16 2162827.4070 6261667.3360 MONUMENT: 17 2162594.2800 6257346.3570 MONUMENT: 18 2163174.0960 6257973.8690 MONUMENT: 19 2163978.0000 6257334.5030 MONUMENT: 20 2164067.9620 6256599.2910 MONUMENT: 21 2164895.3910 6256698.8740 MONVENT: 22 2165004.3540 6255940.0080 MONUMENT: 23 2165856.2330 6254943.9070 MONUMENT: 24 2165941.5930 6256042.4290 MONUMRNT: 25 2166410.7520 6255554.1490 MONUMENT: 26 2167081.0400 6254310.2870 MONUMENT: 27 2167604.3490 6254745.5550 MONUMENT: 28 2162032.5790 6258280.9610 MONUMENT: 29 2159947.1040 6260606.6910 MONUMENT: 30 2128735.7440 6275472.2700 MONUMENT: 31 2175944.1860, 6307145.1100 MONUMENT: FD. IP HPV 1 PER FB 2218 S-6338 FD. IP APV 2 PER PB 2218 S-6338 FD. IP HPV 3 PER FB 2218 S-6338 FD. IP HPV 4 PER PB 2218 S -633B PD. IP HPV 5 PER FB 2218 S-6338 PD. IP HPV 6 PER PE 2218 S-6338 FD. IP HPV 7 PER PB 2218 S-6338 FD. IP HPV 8 PER PB 2218 S-6338 PD. IP HPV 9 PER PB 2218 S-6338 PD. IP HPV 10 PER BE 2216 S-6338 PD. IP HPV 11 PER PB 2218 S-6313 M. IP HPV 12 PER PB 221B S -633B PD. IP HPV 13 PER FB 2218 S-6338 PD. IP HPV 14 PER PB 2218 8-6338 PD. IP HPV 15 PER PB 2218 S-6338 PD. IP HPV 16 PER PB 2218 S-6338 PD. IP APV 17 PER PB 2218 S-6338 PD. 3/8" REBAR, W/PLASTIC CAP, STAMPED "AIV CO TRANS" PER PSOMAS CONTROL NETWORK, HVP 1B PD. IP HPV 19 PER PB 2218 S-6338 PD. IP HPV 20 PER PB 2218 S-6338 PD. IP HPV 21 PER PB 2218 S-6338 PD. IP HPV 22 PER PB 2218 S-6338 PD. IP RPV 23 PER PB 2218 S-6338 FD. IP HPV 24 PER PB 2218 S-6338 PD. IP HPV 25 PER PB 2218 S-6338 PD. IP HPV 26 PER PE 2218 S -633B PD. IP HPV 27 PER PB 2218 5-6338 PD. IP HPV 28 PER PB 2218 S -633B FD. CHISELED "X" AT ANGLE POINT IN CURB, SW COR. OF PARKING LOT, PER PSOMAS CONTROL NETWORK, MVP 29 FD. NGS 2 1/2" ERASS DISK IN CONC. MONUMENT, STAMPED "ROSA 1972" PER NATIONAL GEODETIC SURVEY DATA SHEET FD. NGS 2 1/2" BRASS DISK IN CONC. STAMPED "DASH 1972" - CLINTON KEITH & I-15 INTERCHANGE Cy A2-0264 HARD COPY -- PER NATIONAL DATA SHEET BRASS k 32 2299951.6190 6290012.2640 MONUMENT: SSURVEYSKI PD. NGS 2 1/2^ BRAES DISK IN CONC. NONUMEN'x, " STAMPED 'LAST 1960" PER NATIONAL GEODETIC SURVEY DATA SHEET 101 2162413.0230 6258628.8310 MONUMENT: M. 1" W/TAG "IP LS3698" PLUSH, I-15 RW & 1/16 DN. SEC. 1, PER PM 158/37-41 107 2161007.7820 6257723.2100 MONUMENT- PD. COPPER WELD, "PRC" C/L MINTON KEITH, PER PSONAS CONTROL NETWORK 188 2163856.5971 6257198.8686 CALCULATION PT.: "POT". C/L 5-15, FOR MONUNENT NO. 234, PER CALTRANS MAP 205-003 (CT NO. 443031) 189 2163533.4149 6263690.6953 CALCULATION PT.: "RP" "R=5000.001" CL I-15, PER CALTRANS NAP 205-001 (CT NO. 443024) p 190 2161579.0314 6258906.6610 CALCULATION PT.: "POT" C/L I-15, BOR MONUMENT NO. 238, ro PER CALTRANS MAP 205-001 (CT NO. 443024) 191 2158985.1568 6261239.3611 CALCULATION PT.: "POT" C/L I-15, POR NONUNENT NO. 278, e PER CALTRANS NAP 204-999 (CT NO. 443023) 192 2159871.9332 6260285.76BO CALCULATION PT.: "BC" C/L I-15, FOR MONUMENT NO. 277, 193 2162583.0540 6258153.8124 CALCULATION PT.: C/L INT. I-15 & CATT ROAD, 194 2160533.5456 6259690.3750 CALCULATION PT.: "EC" C/L I-15, N CALC'D. PT. POR MONUMRST W. 239, PER CALTRANS NAP 205-001 (CT NO. 443024) �. PER CALTRANS NAP 205-002 (CT NO. 443025) y, 195 2157743.3450 6262574.7410 CALCULATION PT.: "POT" C/L I-15, POR MONUMENT NO. 208, PER CALTRANS MAP 204-998 (CT NO. 443022) y 196 2160176.2800 6259958.4892 CALCULATION PT.: PI C/L I-15, PER CA TRANS NAP 205-001 (CT NO. 443024) 197 2162646.1972 6258106.4656 CALCULATION PT.: "POT" C/L I-15 & NORTH LINE OF SEC. 1, CALCULATION PT. POR MONUMENT NO. 212, PRi CALTRANS NAP 205-002 (CT MO. 443025) 198 2165204.2843 625.6188.3293 CALCULATION PT.: "POT" C/L I-15, POR MONUMENT NO. 235 PER CALTRANS NAP 205-003 (CT M. 443031) 199 2161864.1369 6258692.8796 CALCULATION PT.: C/L INT. I-15 & MINTON KEITH, PER PLAN 908-W 200 2162555.7660 6259956.5290 CALCULATION PT.: NE COR. SEC 1, PER PM 58/1-5 201 2162547.6141 6261193.6964 MO LAMENT: PD. 1" IP, W/PLASTIC PLUG (ILLEGIBLE), 'C/L INT. MINTON KBITS & INLAND VALLEY, PER PM 58/1-5 203 2159682.1841 6259220.5134 204 2162539.0557 6262519.1997 205 2161110.7670 6257814.3470 206 2162120.8120 6258992.1980 207 2160754.5390 6260163.8220 208 2157677.4360 6262513.4520 209 2161007.8300 6257723.2110 210 2162554.3360 6260175.5740 212 2162585.0060 6258024.8590 213 2162558.7280 6259502.8670 215 2162333.4760 6256225.9090 216 2180671.1940 6257337.6950 217 2160786.2790 6257492.9650 218 2160622.3360 6257264.6460 219 2159126.2820 6258265.2540 220 2160551.8070 6257166.4930 221 2160814.6420 6257552.1700 222 2159647.4760 6256542.5370 223 2160264.1520 6256729.1080 CLINTON KEITH INTERCHANGE A2-0264 HARD COPY CALCULATION PT.: I'"" "R=1999.81311, C/L CLINTON KEITH, PER PM 219/98-99 MONUMENT: M. 1" IP MUSH, W/NO TAO, C/L INT. CLINTON KEITH 6 SALIDA DEL SOL/YAMAS, PER PM 58/1-5 CALCULATION PT.: "PI" C/L CLINTON KEITH, PER PM 158/37-41 CALCULATION PT.: "BC" C/L CLINTON KEITH, PER PM 158/37-41 CALCULATION PT.: "HP" "R=1799.83211, C/L CLINTON KEITH, PER PM 158/37-41 MONUMENT: M. 2 1/2" PHASE DISK IN CONC.,' 90' LT. C/L IMP. I-15, STAMPED 01980 CALDOT STA. 662+76.44 POT" PER CALTRANS MAP 204-998 (CT M. 443022) CALCULATION PT.: "PRC" C/L CLINTON KEITH, CALCULATION PT. POR MONUMENT M. W. 107, PER PM 219/98-99 CALCULATION PT.: "EC" C/L MINTON KRITH, PER PM 158/37-41 MONUMENT: PD. 2 1/2" BRASS DISK IN CONC., 102' LT. C/L IMP. I-15, STAMPED "1980 CALDOT STA. 729+33.82 POT", PER CALTRANS MAP 205-002 (CT NO. 443025) CALCULATION PT.: "PI" C/L CLINTON KEITH, PER PM 158/37-41 CALCULATION PT.: "RP=1999.813" C/L CLINTON KEITH, PER RS 124/22 CALCULATION PT.: "BC" C/L CLINTON KEITH RS 124/22 CALCULATION PT.: "INT POC" C/L CLINTON KEITH 6 SABLE LANE, PER RS 124/22 CALCULATION PT.: "EC" C/L CLINTON KEITH, PER RS 124/22 CALCULATION PT.: "RP" "R=1799.832" C/L CLINTON KEITH 6 RANCHO LN, PER RS 124/22 CALCULATION PT.: "INT POC" C/L CLINTON KEITH 6 RANCHO IS, PER RS 124/22 CALCULATION PT.: "PI" C/L CLINTON KEITH, PER RS 124/22 CALCULATION PT.: "BC" C/L CLINTON KEITH, PER HE 124/22 CALCULATION PT.: "PI" C/L CLINTOM KEITH, PER RS 124/22 CLINTON KEITH & 1-15 INTERCHANGE La A2-0264 HARD COPY 1 224 2162521.7221 6265170.4119 MONUMENT: PD. 1 1/4" IP W/NO TAG, NE COR. SEC. 6, , PER MAP BOOK 302/8-16 (HELD POSITION) 225 2161229.6797 6259938.7870 CALCULATION PT.: "INT CIL IM'. OLD OAKS & OAKS, PER PM 58/1-5 226 2162246.1060 6259156.5370 CALCULATION PT.: "POC" OLD CIL INT. CLINTON KEITH & ARM DRIVE, PER PM 158/37-41 227 2162214.8769 6258896.1183 CALCULATION PT.: "SCE" 6' EASEMENT PER INST 78-261602 228 2162569.8940 6259023.2270 CALCULATION PT.: "OLD INT" CIL INT. MIT & ARYA, PER PM 158/37-41 -M 229 2162524.8460 6259022.5450 CALCULATION PT.: "EC" OLD CIL ARYA, PER PM 158/37-41 �p 230 2162203.3535 6258911.1081 CALCULATION PT.: "BCE" 6' EASEMKNT p PER INST 78-261602 rJ 231 2162381.1610 6259065.3310 CALCULATION PT.: "BC" OLD CIL ARTA, PER EM 158/37-41 W 232 2162470.9870 6259279.7070 CALCULATION PT.: "PI" CIL ARYA, PER INST. 93652 REC. 03/28/1995 a 233 2162426.4640 6259302.6400 CALCULATION PT.: "BC" CIL ARYA, PER INST. 93652 REC. 03/28/1995 234 2163796.9158 6257121.9430 MONUMENT: PD. 2 1/2" BRASS DISK IN CONC., v 96' LT. CIL IMP. I-15, STAMPED 111980 CALDOT STA. 744+46.78 POT", c PER CALTRANS MAP 205-003 (CT M. 443031) p 235 2165146.5356 6256111.31380 MONUMENT: PO. 2 1/2" BRASS DISK IN CONC. (ILLEGIBLE) CD 96' LT. CIL IMP. I-15, (762+00.00 POT) PER CALTRANS MAP 205-003 (CT NO. 443031) 236 2162542.3720 6259956.3500 CALCULATION PT.: CIL INT CLINTON KEITH & OAK SPRINGS, PER PM 158/37-41 237 2162571.1990 6258936.9950 CALCULATION PT.: "OLD IWT" CIL INT. MIT & ARYA, PER INST. 104062 REC. 05/24/1979 & EM 158/37-41 238 2161521.4900 6258829.9220 MONUMENT: M. 2 1/2" BRASS DISK IN CONC., 96' LT. CIL IMP. I-15, STAMPED 111980 CALDOT STA. 716+00.00 POT", PER CALTRANS MAP 205-001 (CT M. 443024), 239 2160475.6780 6259512.8530 MONUMENT: PD. 2 1/2" BRASS DESK IN CONC., 97' LT. CIL IMP. I-15, STAMPED "1980 CALDOT STA. 702+93.60 EC", PER CALTRANS MAP 205-001 (CT NO. 443024) La 240 2162279.3359 241 2162305.0862 78-261602 242 2162494.1300 CALCDLAITCN ET.: 244 2162530.3645 252 2162592.9513 253 259 260 261 262 263 264 265 266 267 268 2162354.5870 2162238.0590 2161479.7835 2161392.6751 2161902.1740 2161753.9690 2162053.2680 2162027.3630 2163103.0741 2161779.8171 2162149.1680 269 2161231.9731 CLINTON KEITH 6:, -ii INTERCHANGE A2-0264 HARD COPY 6259053.0902 -CALCULATION PT.: "SCE" 6' EASEMENT PER INET 78-261602 6259044.9185 CALCDLAITCN ET.: "SCE" 6' EASEMENT PER INST 7B-261602 6268174.0400 MONUMENT: ED. NAIL, PSOMAB TRAV PT AT3, PER PSOMAS CONTROL NETWORK 6263853.6408 MONUMENT: M. 1" IP W/PLASTIC PLUG (ILLEGIBLE), CIL INT. CLINTON KEITH & ELIZABETH (9' E OF 1/16 COR) PER MAP BOOK 339/29-34 6257480.2781 MONUMENT: ED. 1" IP W/PLASTIC PLUG "LS 5529" CIL INT. CAW & HIDDEN SPRINGS, PER PM 210/14-15 6259339.6620 CALCULATION PT.: CIL INT. CLINTON KEITH & AYRA, PER INST. 1998-337999 6259399.6840 CALCULATION PT.: NEC" CIL AYRA, PER INST. 337999 REC. 08/12/1998 6259942.1332 CALCULATION PT.: "RP" "R=249.978" CIL OLD OAKS, PER INST. 337999 REC. 08/12/1998 6259707.6656 CALCULATION PT.: NEC" CIL OLD OAKS, ' PER INST. 337999 REC. OB/12/1998 6259518.3780 CALCULATION PT.: "PI" CIL OLD OAKS, PER INST. 337999 REC. 08/12/1998 6258459.8960 CALCULATION PT.: "RP" "R=1057.131" CIL OLD OAKS, PER INST. 337999 RBC. 08/12/1998 6259473.7780 CALCULATION PT.: "BC" CIL OLD OAKS, PER INST. 337999, REC. 08/12/1996 6259481.4250 CALCULATION PT.: NEC" CIL OLD OAKS, PSR PM 158/37-41 6263125.6187 CALCULATION PT.: "RP" "R=3799.645" CIL OLD OARS, PER INST. 337999 RHC. 08/12/1998 6259563.8364 CALCULATION PT.: NEC" CIL OLD OAKS, PER INST. 337999 REC. 08/12/1998 6259445.4700 CALCULATION PT.: "PI" CIL OLD OAKS, PER INST. 337999 RHC. OB/12/1998 6259769.3689 CALCULATION ET.: "PI" CIL OLD OAKS, PER INST. 337999, REC. 08/12/1998 CLINTON KEITH & 1-15 INTERCHANGE AZ -0264 HARD COPY _ 270 2161126.7655 6258348.3721 MONUMENT: FD. 1" IP W/TAG "LS 773411, 'EC' C/L HIDDEN SPRINGS PER PM 210/14-15 (HELD POSITION) 271 2160607.5133 6258047.8639 CALCULATION PT.: "RP" "R=599.944", C/L HIDDEN SPRINGS, PER PM219/38-99 272 2160850.2383 6258596.6613 MONUMENT: FD. 1" IP W/TAG "LS 7735" ... EC C/L HIDDEN SPRINGS PER PM 219/98-99 273 2161028.8720 6258517.5230 CALCULATION PT.: "PI" C/L HIDDEN SPRINGS, PER PM 219/98-99 274 2162518.0360 6259480.4210 CALCULATION PT.: "RP" "R=199.981" C/L ARYA, -q PER INST. 93652 SEC. 03/28/1995 275 2162521.0630 6259290.4650 CALCULATION PT.: "EC" C/L ARYA, PER INST. 93652, N REC. 03/28/1995 N 276 2162565.9890 6259281.1450 CALCULATION PT.: "NEW INT" C/L INT. CATT & ARYA, PER INST. 1995-93652 REC. 03/28/1995 ,p 277 2159806.1300 6260224.5090 MONUMENT: PD. 2 1/2" BRASS DISK IN CONC., 90' LT. C/L IMP. I-15, STAMPED 01980 CALDOT STA. 694+02.20 BC" PER CALTRANS MAP 205-001 (CT NO. 443024) ti 278 2158919.2970 6261178.1160 MONUMENT: PD. 2" IP IN CONC., DOWN 0.3', O/8 LT. C/L I-15, P BRASS DISK MISSING (STA. 681+00.00 POT), y PER CALTRANS MAP 204-999 (CT NO. 443023) tT 279 2162575.8300 6258631.0340 CALCULATION PT.: "COR" NE'LY 1/16 COR. SEC. 1, r PER PM 158/37-41 280 2162530.3200 6263053.6410 CALCULATION PT.: C/L INT. CLINTON KEITH & RLIZASETH, NE 1/16 COR. SBC. 6 FOR MONUMENT 240. 244, PER ME 339/29-34 & PM 58/1-5 281 2162539.0331 6262519.1996 CALCULATION PT.: C/L INT. CLINTON KEITH & SALIDA DEL SOL/YAMAS, NORTH 1/4 COR SEC. 6, CALCULATION PT. FOR MONUMENT NO. 204, PER PN 58/1-5 282 2162547.6879 6261193.6969 CALCULATION PT.: C/L INT. CLINTON KEITH & INLAND VALLEY, NW 1/16 COR SEC. 61 CALCULATION PT. FOR MONUMENT M. 201, PER PM 58/1-5 J 283 2161304.8440 6258040.6670 284 2162593.2520 6257480.1360 285 2162566.3590 6257935.5020 2B6 2160850.3170 6258596.4752 287 2162587.4050 6257866.3560 2B8 216D618.5940 6257605.1500 289 2161694.6630 6256881.5960 290 2160778.5300 6257498.1800 291 2161367.2920 6258113.4900 292 2161404.3270 6257997.3870 293 2162291.6810 6259125.7590 294 2162539.8970 6259022.7730 295 2162576.6990 6258560.3960 296 2163030.4060 6257818.4320 297 2163083.1980 6257888.8380 298 2162615.0370 6258254.7320 299 2162049.9600 6258909.5750 300 2162422.8836 6258477.4098 301 2162846.7785 6258073.6127 302 2164694.1570 6260437.3340 CLINTON KEITH &,-tv INTERCHANGE A2-0264 HARD COPY CALCULATION PT.: C/L INT. MINTON KEITH & HIDDEN SPRINGS, CALCULATION IT. FOR MONUMENT W. 460, PER PH 210/14-15 CALCULATION PT .% C/L INT CATT & HIDDEN.SPRINGS, CALCULATION PT. FOR MONUMENT NO. 252 PER PM 210/14-15 CALCULATION PT.: "INT" C/L CAW & I-15 RW, CALC'D PT. FOR MONUMENT 436 PER PN 210/14-15 CALCULATION PT.: "PI" C/L HIDDEN SPRINGS, PER PM 219/98-99 CALCULATION PT.: CENTER CUL-DE-SAC, CATT RD., CALCULATION PT. FOR MONUMENT NO. 459 PER PH 210/14-15 CALCULATION PT.: "EC" STABLE LANE, PER HE 124/22 CALCULATION PT.: "COR" N'LY COR PCL. 3, PER PM 18/7 CALCULATION PT.: "INT" OLD INT C/L CLINTON KEITH & SABLE, PER RS 12.4/22 CALCULATION PT.: "POL" CL C/L CLINTON KEITH 0 CUTBACK NN, PER PM 210/14-15 CALCULATION PT.: "POL" CL HIDDEN SPRINGS G CUTBACK, PER PM 210/14-15 CALCULATION PT.: "COR" S'LY COR. PCL. 4, PER INST. 93652 REC. 03/28/1995 CALCULATION PT.: •COR" NN COR. PCL. 4, PER INST. 93652 REC. 03/28/1995 CALCULATION PT : "CENTER" CUL-DE-SAC, PER PM 158/37-41 CALCULATION PT.: POT C/L I15, AT END OF NORTH BOUND RAMP, PER RN REQUIREMENT MAP CALCULATION PT.: C/L INT N BOUND LAND & N EOUND RAMP, PER RN REQUIREMENT MAP CALCULATION PS.: "PI" C/L NORHT BOUND RAMP, PER RN REQUIREMENT MAP CALCULATION PT.: C/L INT MINION KEITH & NORTH BOUND RAMP, PER RN REQUIREMENT MAP CALCULATION PT.: "BC" NORTH BO= RAMP, PER RW REQUIREMENT MAP CALCULATION PT.: "EC" NORTH BOUND RAMP, PER RN REQUIREMENT MAP CALCULATION PT.: "RP" "R=30D0'll NORTH HOUND RAMP, PER RN REQUIREMENT MAP H 23 303 2161363.4305 6258108.9870 400 2157958.5419 6259892.6345 401 2162631.0982 6254979.9114 402 2160531.6925 6259929.1062 403 2159903.5936 6259921.0451 404 2162078.9324 6259027.8448 405 - 2162059.2570 6259016.7267 406 2161181.0226 6259415.0331 407 2159885.7713 6262486.4032 408 2155760.2254 6259875.5177 409 2157265.6407 6259886.8881 410 2160033.3195 6265141.4620 411 2165203.3116 6259995.9487 412 2167854.4246 6260040.0009 413 2162937.5170 6254657.7428 414 2166873.1841 6254714.2054 415 2167925.8757 6254729.3077 416 2162179.8540 6259157.4200 417 2162275.4270 6259308.6300 CLINTON KEITH & 1-15 INTERCHANGE A2-0264 HARD COM CALCULATION PT.: "POL" CL C/L MINTON KEITH ® CUTBACK SE, PER PM 219/98-99 CALCULATION PT.: "COR" RANCHO LA LACUNA & SEC 1, PER CALTRANS MAP 205-001 (CT NO. 443024) CALCULATION PT.: "COR" SEC 1 & LA LAGUNA RANCHO, PER PM 58/1-5 MONUMENT: PD. 1" IP W/PLASTIC PLUG "LS 3698"1 '. MOST S'LY COR. PCL. 12 & I-15 RW PER PM 159/37-41- MINCH=: M. 1" IP W/PLASTIC PLUG "LS 5464", E 1/4 GOR. SEC. 1, •- PER PM 169/92-93 (HELD POSITION) MONUMENT: PD. 1" IP W/NO TAG, MINTON KEITH RW ® BC DOWN 0.01', PER PM 158/37-41 MONUMENT: M. 1" IP W/PLASTIC PLUG "CALDOT" DOWN 0.3', INT. I-15 & CLINTON KEITH RW PER PM 158/37-41 MONUNEET: PD. 4X4 CONC. MONUMENT W/BRASS DISK STAMPED "CALTRANS" "AP" IN I-15 RW (HELD POSITION) PER CALTRANS MAP 205-002 (CT NO. 443025) CALCULATION PT.: "COR" CENTER 1/4 COR. SEC. 6, PER PM 58/1-5 CALCULATION PT.: "COR" SEC 7 & RANCHO LN, PER PM 58/1-5 MONUMENT: ED. 2" IP W/NO TAG, SE CDR. SEC. 1, PER PM 58/1-5 (HELD POSITION) MONUMENT: PD. 1" IP W/TAG "LS331611, COR SEC. 6 & TEMECULA RANCHO PER PM 58/2 (HELD POSITION) CALCULATION PT.: "COR" W 1/4 COR. SEC. 31, PER RAMP NAP 80 CALCULATION PT.: "COR" NW COR. SEC. 31, PER RAMP MAP 80 CALCULATION PT.: "COR" SEC. LN. & RANCHO LN., PER NB 237/95-97 CALCULATION PT.: "COR" SEC. LN. & I-15 RW, PER M 220/26-29 CALCULATION PT.: "COR" NW COR. SEC. 36, PER CALTRANS MAP 205-008 (CT NO. 443041) CALCULATION PT.: "COR" NW'LY COR. PCL. "E", PER INST.1998-337999 CALCULATION PT.: "COR" CUTBACK NE'LY COR. PCL. "E", PER MST. 1998-337999 J CLINTON KEITH �Fz INTERCHANGE A2-0264 HARD COPY 410 2162333.8890 6259422.1300 CALCULATION PT.: "COR" CUTBACK NW`LY COR. PCL. "E", PER INET. 1998-337999 419 2162302.0880 6259410.5730 CALCULATION PT.: "COR" CUTBACK NWILY COR. PCL. "D", PER INET. 1998-337999 420 2162266.3710 6259341.2310 CALCULATION PT.: "COR" CUTBACK NWLY COR. PCL. "E", PER INST. 1998-337999 422 2160530.4050 6259929.8554 MONUMENT: PD. 6X6 CONC. MONUMENT W/BRASS PIN (DISK MISSING) UP 0.67, PER CALTRANS MAP 205-002 (CT NO. 443025) (HELD POSITION) 423 2160866.6460 6257664.8890 CALCULATION PI.: "COR" MOST W'LY COR LOT ."A", PER PM 219/98-99 424 2160850.1244 6258607.4660 MONUMENT: PD. 1" IP W/TAG "LS 3698" PER PM 219/98-99 425 2162530.7140 6259629.4220 CALCULATION PT.: "COR" MOST EL'Y COR. PCL. 5 PM 158/37-41 426 2162428.4950 6259364.9150 CALCULATION PT.: "COR" CUTEACK PCL. 5, PER INST. 93652 REC. 03/28/1995 427 2162376.9410 6259264.8260 CALCULATION PT.: "COR" CUTBACK PCL. 4, PER INST. 93652 RHC. 03/28/1995 428 2162408.0370 6259275.0110 CALCULATION PT.: "COR" CUTBACK PCL. 4, PER INST. 93652 REC. 03/28/1995 429 2162411.3530 6259273.3030 CALCULATION IT.: "RW" W'LY PCL. 4, PER INST. 93652 REC. 03/28/1995 430 2162162.5630 6258956.3950 CALCULATION PT.: "AP" C/L CLINTON KEITH, PER PM 158/37-41 431 2162161.7240 6258955.4160 CALCULATION PT.: "AP" C/L CLINTON KEITH, PER PM 158/37-41 432 2162196.2075 6258910.5596 MONUMENT: PD. 1" IP W/PLASTIC PLUG "CALDOT", I-15 RHI & SE COR. PCL. 1 PER CALTRANS MAP 205-002 (CT NO. 443025) 433 2162548.5858 6258452.1782 MONUMENT: PD. 1" IP W/PLASTIC PLUG, STAMPED "CALDOT", INT. I-15 & MIT RW PER CALTRARS MAP 205-002 (CT NO. 443025) 435 2162555.8802 6257964.2101 MONUNSNT: PD. 1" IP W/PLASTIC PLUG "LS552911, INI I-15 & CATT RW, PER PM 210/14-15 436 2162586.3514 6257935.5031 MONUMENT: PD. 1" IP W/PLASTIC PLUG "LS 5529", C/L MIT & I-15 RW, PER PM 210/14-15 437 2162616.7266 6257906.7682 MONUMENT: PD. 1" IP W/PLASTIC PLUG "CALDOT" DOWN 0.51, INT. N'LY AN CATT AND I-15, PER CALTRANS MAP 205-002 (CT NO. 443025) CLINTON KEITH & 1-15INTERCHANGE5 H A2-0264 HARD COPY e 438 2162306.1052 6258087.9060 MONUMENT: PO, 1" IP W/PLASTIC PLUG "LS 552911'DOWN 0.41, x POT I-15 AW, �-" PER PM 210/14-15 439 2162137.1445 6258170.6292 MONUMENT: FD. 1" IP W/PLASTIC PLUG "LS 5529" FLUSH, _ POT I-15 RW, Op PER PM 210/14-15 py9 440 2162011.1901 6258232.7335 MONUMENT: FD. 1" IP W/PLASTIC PLUG "LS 5529" FLUSH,_ 1 AP I-15 RW, PER PM 210/14-15 (HELD POSITION) 441 2161601.3108 6258310.7128 MONUMENT: FD. 1" IP W/PLASTIC PLUG "LS 5529" FLUSH, INT I-15 & CLINTON KEITH RW, TI PER PM 210/14-15 (HELD POSITION) co 442 2167901.1569 6257395.1007 CALCULATION PT.: "COR" N 1/4 COR. SEC. 36, PER PM 9/70 ru 443 2161560.0060 6258461.0743 MONUMENT: FD. 1" IP W/TAG "LS 369811, rJ INT. I-15 & MINTON KEITH RW, PER CALTRANS NAP 205-001 (CT NO. 443024) a 444 2161431.9515 6258615.5582 MONUMENT: FD. 1" IP W/PLASTIC PLUG, STAMPED "CALDOT" I-15 RW, PER CALTRANS MAP 205-002 (CT NO. 443025) 445 2161259.3624 6258824.3301 MONUMENT: FD. 1" IP W/PLASTIC PLUG, u+ STAMPED "CALDOT", I-15 RW, PER CALTRANS RAP 205-002 (CT NO. 443025) O` 446 2161034.1760 6259096.5900 MONUMENT: FD. 1" IP W/PLASTIC PLUG, a STAMPED "CALDOT", I-15 RW, PER CALTRANS MAP �n 205-001 (CT NO. 443024) (HELD POSITION) 447 2162526.0720 6258529.4690 CALCULATION PT.: "RW ACQUISITION" PCL. 21666 448 2160875.4042 6258633.4397 CALCULATION PT.: "COR" PCL "A" PER MST 2008-109866 449 2160314.2270 6259636.4850 MONUMENT: FD. 1" IP W/PLASTIC PLUG, ' STAMPED "CALDOT", I-15 RW, PER CALTRANS MAP 205-001 (CT NO. 443024) (HELD POSITION) 450 2160923.9589 6258608.6855 CALCULATION PT.: "INT'• 1/16 IN & RW 451 2161589.0060 6258248.5083 MONUMENT: FD. 1" IP W/PLASTIC PLUG "L8 55291' FLUSH, SE COR. PCL. 5, PER PM 210/14-15 452 2161537.6041 6258213.7211 MONUMENT: FD. 1" IP W/PLASTIC PLUG "LS 55291' FLUSH, C/L INT. GATT & HIDDEN SPRINGS,. - PER PM 210/14-15 453 2161415.8195 6258071.7873 454 2161424.2420 625BD43.1335 455 2161587.5771 6257972.0449 456 2162535.2800 6259327.7580 457 2162536.7050 6259233.6230 458 2161167.5996 6258935.3346 459 2162587.4142 6257866.3602 460 2161304.7686 6258040.7322 462 2161200.2629 6257918.7113 463 2160850.1205 6258607.6865 464 2161271.4200 625BOB6.1800 465 2161134.9530 6258272.0000 466 2161039.7940 6258525.1400 467 2161321.6794 6258144.7898 468 2161425.8333 6258266.2479 469 2161559.9880 6258461.0950 470 2161432.1820 6258615.5610 CLINTON KEITH &:-ii INTERCHANGE 'S A2-0269 HARD COPY MONUMENT: M. 1" IP W/PLASTIC PLUG "LS 5529" FLUSH, CUTBACK CLINTON KEITH PER PM 210/14-15 MONUMENT: FD. 1" IP W/PLASTIC PLUG "LE 5529" FLUSH, CUTBACK HIDDEN SPRINGS PER PM 210/14-15 MONUMENT: FD. 1" IP W/PLASTIC PLUG "LE 5529" FLUSH, AP HIDDEN SPRINGS RW PER PM 210/14-15 CALCULATION PT.: "COR" CUTBACK PCL. 5 CATT, PER INST. 1995-93652 CALCULATION PT.: "COR" CUTBACK PCL. 4 CAM, PER INST. 1995-93652 CALCULATION PT.: "COR" PCL "A" PER INST 2008-109866 MONUMENT: M. 1" IP W/PLASTIC PLUG "LS 5529", CENTER OF CUL -OE -SAC CATT RD., PER PM 210/14-15 MONUMENT: M. 1 1/4" IP, DOWN 0.1', W/TAG "LS 7083 IN LIEU OF LS 70380, C/L INT. CLINTON KEITH & HIDDEN SPRINGS, PER PM 210/14-15 & PM 219/98-99 MONUMENT: PD. COPPERMW FLUSH "EC" C/L CLINTDN KEITH, STAMPED "RIV CO TRANS EC", PER TE 112/97 & PM 219/98-99 (HELD POSITION) CALCULATION PT.: "COR" HE COR PCL 2, PER PM 15/68 CALCULATION PT.: "TOPB" INST. 240650 REC. 05/31/2001 CALCULATION PT.: "TP" INST. 240650 REC. 05/31/2001 CALCULATION PT.: "TP" INST. 240650 NEC. 05/31/2001 CALCULATION PT.: "AP" RW CUTBACK CLINTON KEITH, PER CALTRANS RELINQUISHMEIPT MAP CTRM 8/78-86 CALCULATION PT.: "AP" RW CLINTON KEITH, PER CALTRANS RELINQUISHMENT MAP CTRM 8/78-86 CALCULATION PT.: "INT" I-15 & CLINTON KEITH RW, FOR MONUMENT NO.443, PER CALTRANS MAP 205-002 (CT NO. 443025) - CALCULATION PT.: "POT" RW I-15 & 1/16 IN. BEC 1, FOR MONUMENT NO. 444 PER CALTRANS MAP 205-002 (CT NO. 443025) W CLINTON KEITH & 1-15 INTERCHANGE A2-0264 HARD COPY 473 2160894.3575 6258672.8395 CALCULATION PT.: "COR" PCL "A" PER INST 2008-109866 JTI 474 2161147.8024 6258919.0128 CALCULATION PT.: "COR• PCL "A" PER INST 2008-109866 475 2162079.0610 6259028.0000 CALCULATION PT.: "BC" CLINTON KEITH RW 0 BC, 1CO FOR MONUMENT NO. 404,E N PER PM 158/37-41 N 476 2162069.4080 6259016.7430 CALCULATION PT.: "CORD MOST EL'Y COR PCL6, 4-" CALC'D PT. FOR MONUMENT NO. 405, 7 A PER PM 158/37-41 -, 477 2160944.5790 6259601.3330 CALCULATION PT.: "COR• AP I-15 RW, PER PM 158/37-41 470 2162255.9180 6259434.3550 CALCULATION PT.: "EC" NE'LY RW PCL. "S", PER INST. 1998-337999 479 2162220.2010 6259365.0130 CALCULATION PT.: "RC" SWILY RW PCL. "J", PER INST. 1998-337999 N 480 2162438.2590 6259333.6850 CALCULATION PT.: 11 WHO CUTBACK PCL. 5, PER INST. 93652 REC. 03/28/1995 a` 401 2162441.5750 6259331.9770 CALCULATION PT.: "RW" E'LY PCL. 5, a PER INST. 93652 REC. 03/28/1995 482 2162520.5630 6259313.4610 CALCULATION PT.: "COR" CUTEACK PCL. 5, PER INST. 93652 REC. 03/28/1995 483 2162521.5620 6259247.4660 CALCULATION PT.: "COR• CUTBACK PCL. 4, PER INST. 93652 REC. 03/28/1995 404 2162548.5330 6258452.2470 CALCULATION PT.: "COR' INT I-15 & CATT RN, CALC'D PT. FOR MONUNENT NO. 433, PER CALTRANS NAP 205-002 (CT NO. 443025) & PM 158/37-41 485 2162196.2350 6258910.5230 CALCULATION PT.: "COR• MOST SL'Y COR. PCL. 1, FOR MONUMENT NO. 432, PER PM 158/37-41 486 2162609.2290 6258406.7250 CALCULATION PT.: "AP" RW I-15 & CAVI, PER CALTRANS MAP 205-002 (CT M. 443025) 487 2161293.7114 6258147.7457 CALCULATION PT.: "AP" RW CUTBACK HIDDEN SPRINGS, PER CALTRANS RELINQUISHMENT MAP CTRM 8/78-86 488 2162650.2770 6258313.4370 CALCULATION PT.: "AP" RW I-15, PER CALTRANS MAP 205-002 (CT M. 443025) 489 2163517.3360 6257663.2990 CALCULATION PT.: "AP" RW I-15, PER CALTRANS NAP 205-002 (CT M. 443025) 490 2163601.5470 6257608.9060 CALCULATION PT.: "AP" RW I-15, PER CALTRANS MAP 205-003 (CT M. 443031) 491 2163916.7500 6257326.9690 CALCULATION PT.: "COR' 1/16 COR. SEC. 36, PER MD 423/27-41 492 2163916.1030 6257373.0420 CALCULATION PT.: "INT' RW I-15 & SW COR. LOT 5, PER NB 423/27-41 493 2163898.1590 N N 6258651.4220 w a 494 2161424.2740 6258043.2360 495 2161415.8750 cn 6258071.8280 V 496 2161537.5740 6250213.7470 497 2161589.0230 6258248.4540 498 2161891.4830 6258261.0310 499 2162555.9200 6257964.2240 500 2162616.7970 6257906.7800 501 2161537.3911 6258488.4056 502 2161272.3900 6258184.5874 503 2161290.0972 6258182.9233 504 2161395.6845 6258323.8921 505 2161339.9063 6258240.7488 506 2163323.2140 6257398.8300 507 2163461.8260 6257319.6430 508 2162595.8920 6257305.6960 509 2162578.8810 6258429.4860 510 2162049.0170 6258214.0860 511 2161687.0860 6257841.9260 512 2161732.5360 6258186.0210 CLINTON KEITH &�i- INTERCHANGE A2-0264 HARD COPY CALCULATION PT.: "COR" 1/16 OUR. SEC. 36, PER ME 423/27-41 CALCULATION PT.: "COR" CUTBACK HIDDEN SPRINGS, CALCULATION PT. POR MONUMENT NO. 454, PER PM 210/14-15 CALCULATION PT.: "COR" CUTBACK CLINTON KEITH, CALCULATION PT. FOR MONUMENT NO. 453, PER PM 210/14-15 CALCULATION PT.: "AP" RW CLINTON KEITH, CALC'D PT. FOR MONUMENT NO. 452 CALCULATION PT.: "COR" HE COR PCL. -5, CALC'D PT. FOR MONUMENT NO. 451 PER PM 210/14-15 CALCULATION PT.: "COR" RW I-15 & SE COR. PCL. 3, PER PM 210/14-15 CALCULATION PT.: "AP RN I-15 & CATT, CAI.C'D PT. FOR MONUMENT NO. 435, PER PM 210/14-15 CALCULATION PT.: "AP" RW I-15 & CATT, CALC'D PT. FOR MONUMENT NO. 437, PER PM 210/14-15 CALCULATION PT.: "RW ACQUISITION" WILOOMAR DEDICATION CALCULATION PT.: "RW ACQUISITION" WILDOMAR DEDICATION CALCULATION PT.: "RW ACQUISITION" WILDOMAR DEDICATION CALCULATION PT.: "RW ACQUISITION" WILDOMAR DEDICATION CALCULATION PT.: "RW ACQUISITION" WILDOMAR DEDICATION CALCULATION PT.! "AP" RW I-15, PER CALTRANS NAP 205-003 (CT NO. 443031). CALCULATION PT.: "INT" RW I-15 & 1/4 LN., PER CALTRANS MAP 205-003 (CT M. 443031) CALCULATION PT.: "CUR" N 1/4 COR. SEC. 1 & COOL CATT, PER CAL TRAIN NAP 205-002 (CT EO. 443025) CALCULATION PT.: "INT" RW I-15 fi CL GATT, PER CALI TRANS MAP 205-002 (CT EO. 443025) CALCULATION PT.: "COR" SE COR. ECL. 2, PER PM 210/14-15 CALCULATION PTJ: "CUR" NW COR. PCL. 7, PER PM 210/14-15 CALCULATION PT.: "COR" NE COR. PCL. 5, PER PM 210/14-15 CO N N w a � C\ a, ER cn {7ti 1 V S P^ ON CLINTON KEITH & 1-15 INTERCHANGE >� A2-0264 HARD COPY _ � � N 513 2161587.7320 6257972.1220 CALCULATION PT.: "AP" HIDDEN SPRINGS RW & PCL. 5, N CALCULATION PT. FOR NONUNE TT 455, ' PER PM 210/14-15 . 514 2161683.3060 6258072.6800 CALCULATION PT.: "COR" AP COR. PCL. 5, PER PM 210/13-15 515 2161606.1220 6257968.7080 CALCULATION PT.: "AP" WILY COR. PCL. 5 & HIDDEN SPRINGS RW, PER FM 210/14-15 516 2161631.4490 6257964.0070 CALCULATION PT.: "AP" COR. PCL. 6-& HIDDEN SPRINGS RW, V, PER PM 210/14-15 517 2161443.9090 6258104.5200 CALCULATION ST.: "RW ACQUISITION" PCL 21669 518 2161449.2230 6258099.9630 CALCULATION PT.: "RW ACQUISITION" PCL 21669 c 519 2161542.2730 6258200.4720 CALCULATION PT.: "RHI ACQUISITION" PCL 21669 520 2161582.7070 6258235.7500 CALCULATION PT.: "RW ACQUISITION" PCL 21669 N 521 2161703.0060 6258118.1540 CALCULATION PT.: "COR" SW COR. PCL. 4, PER PM 210/14-15 522 2161958.8830 6258006.9350 CALCULATION PT.: "COR" NW COR. PCL. 4, PER PM 210/14-15 523 2162412.7B70 6258628.8280 CALCULATION PT.: "COR"I-15 RW & 1/16 LN. SEC. 1, CALCULATION PT. FOR MONUMENT NO. 101, PER PM 158/37-41 524 2162271.2960 6258812.8820 CALCULATION PT.: "COR" S'LY COR. PCL. 2, PER PM 158/37-41 525 2162350.3760 6258710.0140 CALCULATION PT.: "COR" S'LY COR. PCL. 3, PER PM 158/37-41 526 2162502.8420 6258511.6630 CALCULATION PT.: "COR" W'LY COR. PCL. 3, PER PM 158/37-41 527 2162318.2000 6259107.8450 CALCULATION IT.; "RW ACQUISITION" PCL. 21667 - 528 2162545.8330 6258630.6280 CALCULATION PT.: "INT" 1/16 LN. & RW CATT, PER PM 158/37-41 529 2162542.0670 6258878.0900 CALCULATION PT.: "COR" COR. .PCL. 2 & RW ARYA, PER PM 150/37-41 530 2162543.5550 6258761.1240 CALCULATION PT.: "COR" HE COR. PCL. 3 & RW ARYA, PER PM 15B/37-41 531 2162547.1200 6258545.5830 CALCULATION PT.: "COR" NW COR. PCL. 3, PER PM 158/37-41 532 2162545.5910 6258646.5550 CALCULATION PT.: "BC" RW PCL. 3, PER PM 158/37-41 533 2162276.3970 6259060.2940 CALCULATION PT.: "COR" OLD AP RW C/L CLINTON KEITH & ARYA, PER PM 158/37-40 . 534 2161158.3916 6258880.8278 CALCULATION PT.: "COR" PCL "A" PER INST 208-109886 535 2162597.8240 6259957.1460 CALCULATION PT.: "RW" N'LY RW CLINTON KEITH, PER PM 36/69 _ 536 2162586.9810 6259676.4730 CALCULATION PT.: "AP" RW & CURVE CLINTON KEITH, PER PM 36/69 537 2161154.6049 625BB48.7636 CALCULATION PT.: "GOR" PCL "A" PER INST 2008-109866 536 2162321.5100 6259072.0080 CALCULATION PT.: ME ACQUISITION' PCL. 21667 539 2162510.9210 6258941.5010 CALCULATION PT.: "AP" OLD RW GOR. PCL. 2, PER PM 158/37-41 540 2162420.4450 6259002.6020 CALCULATION PT.: "COR" N'LY COR. PCL. 1, PER PM 158/37-41 541 2162386.7400 6259025.3630 CALCULATION PT.: "AP" COR. 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FOR MONUMENT M. 439, PER CALTRANS NAP 205-002 (CT NO. 443025) 6258429.2620 CALCULATION PT.: "RW ACQUISITION" PCL. 21664 6258228.8650 CALCULATION PT.: "RW ACQUISITION" PCL. 21664 6259119.0620 CALCULATION PT.: "COR" S'LY COR. PCL. "A", PER INST.337999 REC.08/12/1998 6259396.7820 CALCULATION PT.: "COR" BE COR. PCL. •E", PER INST.337999 REC.OB/12/1998 6259196.8390 CALCULATION PT.: "COR" BE COR. PCL. "A", PER INST.337999 REC.08/12/1998 6259214.6380 CALCULATION PT.: "AP" COR PCL. "A", PER INST.337999 REC.08/12/1998 6259285.5360 CALCULATION PT.: "AP" COR PCL. "A", PER INST.337999 REC.08/12/1998 6259331.9130 CALCULATION PT.: "Al" COR PCL. "A", PER INST.337999 REC.08/12/1998 6259303.1600 CALCULATION PT.: "AP" COR PCL. "A", PER INST.337999 REC.08/12/1998 6259470.1960 CALCULATION PT.: "COR" BE CDR. PCL. "D", ' PER INST.337999 REC.08/12/199B 6259592.8980 CALCULATION PT.: "COR" BE COR. PCL. "D", PER INST.337999 REC.08/12/199B 6259595.6630 CALCULATION PT.: "COR" NE COR. PCL. "D", PER INST.337999 REC.08/12/1998 6259888.7310 CALCULATION PT.: "COR" NE COR. PCL. "F", PER INST.337999 REC.08/12/1998 6259707.3670 CALCULATION PT.: "COR" SW COR. PCL. "F", PER INST.337999 REC.08/12/1998 6259929.4490 CALCULATION PT.: "COR" MOST S'LY COR PCL 12, FOR MONUNENT NO. 402, PER PN 158/37-41 CLINTON KEITH & 1-15 INTERCHANGE A2-0264 HARD COPY _ S G! 563 2162053.5170 6259023.8670 CALCULATION PT.: "RW ACQUISITION" PCL. 21668 N 564 2162067.2520 6259029.5910 CALCULATION PT.: "RW ACQUISITION" PCL. 21668 N 565 2162109.8940 6259080.9300 CALCULATION PT.: "RW ACQUISITION" PCL. 21668 W 56 2162163.3980 6259162.0350 CALCULATION PT.: "RW ACQUISITION" PCL. 21668 5687 2162163.3910 625913.0990 CALCULATION PT.: "RW ACQUISITION" PCL. 0264-002 p 569 2162169.8810 62591943.3990 CALCULATION PT.: "RW ACQUISITION" PCL. 0264002 569 2162189.9910 6259186.0020 CALCULATION PT.: "RW ACQUISITION" PCL. 0264-003 570 2162188.3180 6259189.1280 CALCULATION PT.: "RW ACQUISITION" PCL. 0264-003 'N 571 2162213.6510 6259223.5480 CALCULATION PT.: "RW ACQUISITION" PCL. 0264-003 572 2162215.3330 6259222.9650 CALCULATION PT.: "RW ACQUISITION" PCI. 0264-003 0. 573 2162256.0890 6259205.3230 CALCULATION PT.: "RW ACQUISITION" PCL. 0264-003 p 574 2162271.0910 6259309.8990 CALCULATION PT.: "RW ACQUISITION" PCL. 0264-003 cn 575 2162263.7960 6259392.5580 CALCULATION PT.: "RW ACQUISITION" PCL. 0264-003 ti 576 2162306.0882 6259087.3716 CALCULATION PT.: "POT" I-15 R/W, CALC'D IT. FOR MONUNWT 90. 438 PER CALTRANS NAP 205-002 (CT NO. 443025) 577 2161500.2820 6257988.3570 CALCULATION PT.: "AP" HIDDEN SPRINGS RW, INST. 108634 REC. 05/31/1978 578 2161164.8480 6258370.4120 CALCULATION PT.: "EC" RW INST. 240650 REC. 05/31/2001 579 2161547.8919 6258443.5265 CALCULATION PT.: "AP" GRANT DEED PCL 17493-1, PER INST. 445861 REC. 10/07/1999 580 2161548.4814 6258475.0019 CALCULATION IT.: "AP" GRANT DEED PCL. 17493-1, PER INST. 445861 REC. 10/07/1999 581 2161259.4116 6258824.3708 CALCULATION PT.: "POT" RW I-15, CALC'D PT. FOR HONUH NO. 445, PER CALTRANS NAP 205-002 (CT NO. 443025) 582 2162341.6457 6259203.8868 CALCULATION PT.: "AP" RW ARYA, PER PN 158/37-41 583 2162308.2880 6259050:1900 CALCULATION PT.: "RW ACQUISITION" PCL. 21667 584 2162338.6960 6259162.1920 CALCULATION PT.: "RW ACQUISITION" PCL. 0264-003 585 2161053.8791 6258717.3128 CALCULATION PT.: "COR" PCL "A" PER INST 2008-109866 586 2162336.2096 6259151.0339 CALCULATION PT.: "AP" RW ARYA, PM PH 158/37-41 . 587 2162524.3918 6259052.5417 CALCULATION PT.: •AP" RW ARYA, PER PH 158/37-41 588 2162420.1737 6259075.1854 CALCULATION IT.; "AP" RW ARYA, PER PH 153/37-41 589 2162490.6012 6259027.6235 CALCULATION PT.: "RW" CUTBACK ARYA, PER EH 150/37-41 590 2162415.5206 6259079.4916 CALCULATION PT.: "AP" RW ARYA, PM PH 158/37-41 591 2162569.4038 6259055.5914 CALCULATION PT.: "POL" CUTBACK ARYA PH 158/37-41 592 2162539.4072 6259055.1374 CALCULATION PT.: "RW" CUTBACK ARYA, PER PN 158/37-41 , 593 2162539.2161 6259067.7659 CALCULATION PT.: "RW" CUTBACK ARYA, PER PN 158/37-41 � l 1 -{A 500-5920 MS, NOISV'H1J' 9G56'Z998SZ9 9686'8E£Z9TZ ZE9 T/T ST-ISI(SOH N7 9T/T 3 ST -I :'Id „LNL, �'Id NOIIV7[o7 TZL9'Z'Z98SZ9 6L9L'L56191Z a ST-bI/OIZ Nd, HHd NHQQIH „MHu �'Id NOIIV'BID7VO 9E69'Z99LSZ9 OBB1'66ZZ9TZ OE9 OE9 Si-bI/OTZ Wd Had NBQQIH Hu �'Id NOIIV'B1O7VO 6b6b'65LLSZ9 B555'9LOZ9TE 6Z9 d NHQQIH Si-bT/OTZ Wd Had „Hu :'Id A NOIIV'IDO LO6LSZ9 59ET'TSLT9TZ BZ9 ST-5T/OTZ Wd H8d NBQQIH „MHu 'Id NOIIVQ ESECZ9 EBEL'LLSZ9 65Z£'6LEZ9TZ LZ9 H Si-bT /OTZ Wd H8d NBQQIH „MH,. �'Sd NOIIV'IQOp 7VO 6bSG'LZ9LSZ9 B99Z'6LEZ9TZ 90 ST-b7/07Z Wd H8d NBQQIH „MH, �'Id MOIIV7QOQVO Z9ZL'LZ9LSZ9 BZEE'6LEZ9TZ SZ9 ST-bI/OTZ Wd H8d NHQQIH „MH, !'Id NOIIV@IO7VO 8SE0'555LSZ9 69LS'b55Z9TZ VZ9 z ST-bT/OTZ Wd HHd NBQQIH „MH,. ;'Id NOILV4NO7VO 0896'SE6LSZ9 9551'b9919TZ EZ9 NK980T-ZL61 ISNI Had NBQQIH MWu ;'Id NOIIV'BDO E568'ZEVLSZ9 LE9G'E9SZ9TZ ZZ9 5E9801 ISNI H8d MH „Hw" :'Id NOIIV7[O7 16Ti'E96L9Z9 9VOL'OTET91t TZ9 b EBSOT ISNI H8d MH „HOO, " Id NOII=O7 LZSZ'6LSLSZ9 E808'OLE191K OZ9 b£9801-ZL61 ISNI Had NBQQIH „HOOu :'Id NOIL�DO 9909'OLVLSZ9 9896'6ESUTZ 619 N7 91/T 8 HIIa%O 7O „INL, :'Id NOIIV4NO7VO 6995'OZ985Z9 T9ZT'ZOBT9TZ 819 DE9801-ZL61 ISNI Had NBQQIH MWu " Id NOIIV7NO7VO 5806'ZbSLSZ9 OOZ6'bLEZ9TZ L19 PE980T-ZL61 ISNI H8d NBQQIH „HW, "Id NOII=OQV'O 9LZb'668LSZ9 998b'T85T9TZ 9T9 bUBOT ISNI H8d MH �'Id NOII=O7 ZLS9'VZ6LSZ9 T6061ZE119TE S19 "90OT ISNI H8d MH „MOO,, "Md NOIIV'BDO 6LSO'E56L9Z9 9EOb'9TZ19TE 519 SLbT/OSZ Nd Had HIIBX NOI M 7O „Wd„ ;'Id NOIIV4QO7VO 10b0'9TOBSZ9 9TT6'69ZT9TZ E19 SLST/OTZ Wd Had ILVJ 7O „7Odu ;'Id NOII=D7 ZSOZ'LbbLSZ9 OO5L'E6SZ9TZ ZT9 Si-bT/OTZ Wd H8d XOVHIQO „MH„ :'Id NOI=O7 b995'T55LSZ9 L5SZ'LZSZ9IZ TT9 ST-PT/OTU Wd H8d XOVBILIO „MH,. �'Id NOIIVQ 3O 9960'OLSLSZ9 69BB'T9SZ9TZ OT9 ST-b1/OTZ Wd H8d IL VO 7O „70d„ �'Id NOII@HDO 9655"OLSL999 5£BB'T6SZ9LZ 609 66-86/6TZWd H8d ,MH,t " Id NOIMMOQVO E600'SLOBSZ9 Z869'EZZi9Tt 809 6686/6TZWd H8d nMH„ :'Id NOIQ.VMDO 698E'EL6LSZ9 LE05'9EST91Z 109 66-86/6TZWd HHd XDVBIQO „MNu �'Id NOILV'NO7 SZ00'6008SZ9 TE60'9ZZi91C 909 66-86/61ZWd H3d XOVBIQO „M ii �'Id NOI.IVQNO4 S99E'6TOBSZ9 BSZT'bTZi9TZ S09 66-86/6TZWd H8d nM ii �'Id NOI.IVMDUV ZSTS"5S6LSZ9 STTS'9STI9TZ b09 Z-SS9TZ ISNI udLu " Id NOIIVMOW0 ZEbS'bEEB5L9 0658'bO5T9TZ E09 Z-SS9TZ ISNI ,dl, ''Id NOIIV7NOQVO £££b'ZObBSZ9 0988'9ZET9TZ Z09 966'Zb=dH Z-SS9TZ ISXI „dl„ �'Id NOIIV4f19 O6Z8"69£BSZ9 ZL58'L6ZT9TZ T09 Z-SS9TZ ISNI ndL„ "Id NOILV7NO7VO 9TOZ'ZOVGSZ9 TT9S'69ZT9Tt 009 Z-SS9TZ ISNI „dd„ :'Id NOIIVMDO Z9b9'60EBSZ9 6961'SSZ19TZ 66S Z-SS9TZ ISNI udiu "Id NOILV'BIO4V0 L5E9'SSEBSZ9 bLBT'6LIi9TZ 865 MH 3 7VIQVH „INI„ �'Id NOIIV7DO OLbt'9S5BSZ9 6ETSIZE8097Z 96S MH 9 7VIQVH p=11 :'Id NOIIV'HIJQVO 99EE'9ZCBSZ9 T069'SSOT9TZ 96S Tb-LE/BST Wd H8d 'VEHV MH ,LG6'"Z=Hu udH„ "Id NOIIV DQVD SE6b'ZLZGSZ9 K90'TCSZ9TZ 665 Ado] OHVH b9Z0-ZV �� 39NVHDN31NI =`9 H113N NOINITO r- l CLINTON KEITH & 1-15 INTERCHANGE A2-0264 HARD COPY p-- QV 633 2162445.6115 6258645.0417 CALCULATION PT.: "RP^ CUL BE SAC QV 634 2163696.0571 6258801.5842 CALCULATION PT.: "COR" W'LY 150' PER BE 103-99 N 635 2163879.5363 6259996.2388 CALCULATION PT.: "COR",1/16 CORPER R8 103-99 N 636 21625]8.324] 6258466.2416 CALCULATION PT.: "RW AQUISITION" PCL 21666 'may 639 216254].]614 6258503.2232 CALCULATION PT.: "RW AQUI3IPCL 21670 638 2165239.9001 6257348.2988 CALCULATION PT.: "COR" CENTERER 1/ 1/9 COR RS 103-99 A 639 2162603.5564 6258]81.469] CALCULATION PT.: "COR" W'LY 150' PER RSE 103-99 640 2162542. 6258620.6090 CALCULATION PT.: "RW" CUL OE SAC 641 2162530.35523552 6258572.1294 CALCULATION PT.: "RW" CUL UE SAC U� 643 2162535.2686 6258. CALCULATION PT.: "RW" CUL UE SAC 644 2162212.9499 6258941941.3]863786 CALCULATION PT.: "POL" RELINQI0NT TBR CTMB 8/78-86 a. 645 2162320.8396 6259291.4808 CALCULATION PT.: "POL" CL ITH TH 0 CUTBACK p 646 2162085.6580 6259035.7374 CALCULATION PT.: "POL" RELINQINQISHMENT PER C 8/78-86 649 2162592.0836 6258878.5441 'CALCULATION PT.: "POL" RELINQISHMENT PER CMB 8/78-86 ti 648 2162295.3447 6259345.0552 CALCULATION PT.: "POL" RELINQISHMENT PER C 8/]8-86 649 2162392 .4]30 6259293.4455 UL CALCULATION PT.: "POL" RELINQISEMENT PER CM 8/78-86 650 21625]].1168 6258546.0371 CALCULATION PT.: "POL" RELINQISEMENT PER CTMB 8/78-86 651 2161590.1414 6258432.2696 CALCULATION PT.: "POL" RELINQISHMENT PER CTMB 8/78-86 652 2162593.9598 6257433.3483 CALCULATION PT.: "POL" RELINQISRMENT PER CTMB 8/98-86 653 2162268.6851 6257561.3685 CALCULATION PT.: "POL" RELINQISHMENT PER LIME 8/78-86 5 2162232.8156 625]604.231] CALCULATION PT.: "POL" RELINQISHMENT PER CTMB 8/78-86 6 6555 2161729.5256 6257888.6231 CALCULATION PT.: "POL" RELINQISHMENT PER CTMB 8/78-86 - 656 2161903.5994 6259833.6044 CALCULATION PT.: "POL" RELINOIS PER CTMB 8/78-86 5 2162233.8251 6259669.2235 UL CALCULATION PT.: "POL" RENT RELINQISHMBNT PER CIMB 8/78-86 6 6580 2162398.8562 625]59].4271 CALCULATION PT.: "POL" RELINOISHMBNT PER CTMB 8/78-86 2161256.0264 6257953 .7390 OL CALCATION PT.: "POL" RELINQISHMENT PER CTMB 8/78-86 660 660 2161199.0985 6258032.5566 CALCULATION PT.: "PO PER CTMB C 8/78-86 8/78-86 661 2161251.5959 6258113.2001 CALCULATION PT.: "POW RELINQISHPPNT PER CME 8/78-86 662 2161227.3959 6258095.7559 CALCULATION PT.: "POL" RBLINQISF@ffiLBT PER CTMB 8/78-86 664 2161159.1304. 6258289.]559 CALCULATION PT.: "POL" RELINQISH PER CTMB 8/78-86 665 2161110.]]56 6258254.2441 CALCULATION PT.: "POL" RELINQISHMENT MENT PER CTMB 8/78-86 666 216106].98]8 625562.5114 CALCULATION PT.: "POL" RELINQISHMENT PER CTMB 8/7-86 669 2161037.9928 62586562.1653 CALCULATION PT.: "POL" RELINQISHMENT PER C 8/]86-86 668 2161007.9995 6258561.5192 CALCULATION PT.: "POL" RELINQISHNT E PER CTMB 8/75-86 669 2161067:4326 6258610.6261 CALCULATION PT.: "PDL" RELINQISHMENT PER CTMB 8/78-86 670 2161009.4440 6258609.8145 CALCULATION PT.: "POL" RRLINQISHMENT PER CTMB 8/78-86 691 2161509.4455 6258194.7699 CALCULATION PT.: "PDL" RELINQISHMENT PER CTMB 8/95-86 672 2161366.8795 6258112.7757 gALONLATIDN PT.: "POL" RBLINQISHMENT PER CTMB 8/95-86 p-- CLINTON KEITH 6=i> INTERCHANGE -- A2-0264 HARD COPY 673 2161408.4268 6258076.9961 CALCUL TION PT.: "POL" RELINQISHNENT PER CTMB 0/76-66 674 2161401.1176 6257998.7827 CALCULATION PT.: "POL" RELINQISHNENT PER CTMB 8/78-86 675 2161413.0857 6258026.2920 CALCULATION PT.: "POOL" RELINQISHMENT PER CTMB 9/98-86 676 2161991.9427 6257774.4571 CALCULATION PT.: "POL" RELINQISRMENT PER CTMB 8/78-86 677 2161985.6523 6257777.1938 CALCULATION PT.: "POL" RELINQISHMENT PER CTM 8/78-86 678 2161984.3589 6257798.2340 CALCULATION PT.: "PGL" RELINQISHHENT PER CTMB 8/76-66 679 2161957.8175 6257789.3034 CALCULATION PT.: "POL" RII,IN¢ISHMENT PER CTME 8/78-86 680 2161214.2791 6258019.5386 CALCULATION PT.: ^POL" RELINQISHMENT PER CTMB B/78-86 681 2161236.7794 6258133.3475 CALCULATION PT.: "POL" RELINQISHMENT PER CTMB B/713-66 682 2161260.9592 6258151.1052 CALCULATION PT.: "POL" RELINQISHNENT PER COINS B/78-86 690 2162207.9509 6259215.3500 CALCULATION PT.: MCD'S EASEMENT PER MCDONALDS EXHIBIT 691 2162214.5939 6259210.8837 CALCULATION PT.: MCD'S EASEMENT PER MCDONALDS EXHIBIT 692 2160775.0710 6260193.3575 CALCULATION PT.: "RP" MCDONALDS EASEMENT 693 2162275.0415 6259305.9065 CALCULATION PT.: MCD'S EASEMENT PER MCDONALDS EXHIBIT 694 2162276.7689 6259311.0208 CALCULATION PT.: MCD'S EASEMENT PER MCDONALDS EXHIBIT 696 2162249.2246 6259321.1810 CALCULATION PT.: "RP" MCDONALDS EASEMENT 697 2162277.0580 6259309.9950 CALCULATION PTI: "EASE" MCDONALDS EASEMENT 698 2162267.7269 6259343.1027 CALCULATION PT.: MCD'S EASEMENT PER MCDONALDS EXHIBIT 699 2162249.7103 6259264.4229 CALCULATION PT.: "EASE" R/W INT MCDONALDS EASEMENT 707 2162235.5189 6258626.4296 CALCULATTON PT.: "R/W" I-15 PER O.R. 1718, PC. 563 708 2162221.0555 6258634.7941 CALCULATION PT.: "R/W" I-15 PER O.R. 1718, PG. 563 710 2161921.0316 6250059.7617 CALCULATION PT.:."R/W" I-15 PER INET. 108634 711 2161974.3235 6258622.8959 CALCULATION PT.: "R/W" I-15 PER O.R. 1718, PG. 563 712 2161783.2176 6258984.3475 CALCULATION PT.: "R/W" I-15 PER INST. 108634 2101 2162359.2350 6259251.7830 TRAV. PT.: FD. PK NAIL W/NASHER, FIELD CHECK POINT M. 100, 2403 2159903.5686 6259921.0885 MONUMENT: FD. 1" IP W/PLASTIC PLUG "LS 5464", E 1/4 COR. BEC. 1, PER 168/92-93, FIELD CHECK POINT M. - STAMPED "RIVCO TRANS" PER PSONAS CONTROL NETWORK njex #I1z F3223q 5.6A57 THIS PAGE LEFT INTENTIONALLY BLANK 701,2162349.576586,6259170.958074,1327.429641,CE\CE 702,2162349.601163,6259165.121353,1327.494782,CE\CE ^�,�,2162356.218834,6259165.060457,1327.836657,CE\CE F 9 2 2 3 4 :V,2162356.213504,6259170.912298,1327.825006,MCE+ 706,2162353.088077,6259167.982689,1327.777435,GV 707,2162355.020014,6259176.873968,1327.710549,CE\CE 70892162361.582339,6259176.777944,1328.241581,CE\CE 709,2162361.762649,6259182.631498,1328.205436,CE\CE 710,2162355.164602,6259162.787215,1327.681685,CE\CE+ 712,2162358.558700,6259179.801352,1328.104906,GV 713,2162361.371913,6259187.983631,1328.133279,CE\CE 714,2162361201403,6259193.722198,1327.912202,CE\CE 715,2!62354.732413,6259193.513719,1327.257494,CE\CE 716,2162354.799054,6259187.797245,1327.461699,CE\CE+ 718,2162358213368,6259190.830339,1327.830260,GV 719,2162376.151306,6259169.279988,I329.054837,GV 720,2162376.181104,6259180.374501,1329.120320,GV 721,2162375.519251,6259190.989431,1328.981653,GV 722,2162372.643389,6259164.272591,1329.214757,TC\TC 723,2162372.021949,6259180.300827,1329.357002,TC\TC 724,2162371.506874,6259195.784960,1329.163656,TC\TC? 9:39:31 AM] Inde 193 s-6457 �FI`H ANGLE POINT .709844,I322.562625,MHS S.6 A$? F�z23A tJ 5100,2162580.676,6257896.582,1300.338,MHS 5151,2162189.380,6259138.476,1323.327,ACSHOT ='�2,2162189.337,6259138.165,1317.394,WL 8" WATER LINE (HLBOW) s3,2162291.752,6259130.665, 1323.991,MHV\MHV 5154,2162294.150,6259134.325,1324.022,MHV\MHV 5155,2162296.632,6259132.645,1324.067,MHVNNHV 5156,2162294.154,6259129.135,1321.022,MHV\MHV? 5157,2162287A97,6259133.806,1323.984,ELECBX 5158,2162365.784,6259269.793,1324.597,CONC 5159,2162282.807,6259297.209,1324.522,CONC 5160,2162280.270,6259297.233,1324.961,ELECBX 5161,2162270.449,6259294.800,1324.834,ELECBX 5162,2162217.739,6259204.497,1324.113,ELECBX 5163,2162215.177,6259204.691,1324.719,CMCE F J0 2 2 3 4 5 7 5164,2162213.879,6259202.648,1324.724,CMCE 5165,2162211.964,6259203.918,1324.6920CE10E 5166,2162213.149,6259205.949,1324.698,CE\CE? 5167,2162210.255,6259191.731,1323.924,UV\UV 5168,2162206.309,6259194.509,1324.054,UV\UV 5169,2162208.835,6259198.271,1324.077,UV\UV 5170,2162211.641,6259198.135,1324.018,UV\UV 5171,2162213.543,6259196.979,1323.957,UV\UV? 5172,2162294.346,6259133.861,1320.535,MHV\MHV 5173,2162296.094,6259132.707,1320.570,MHV\A4HV 5174,2162294,175,6259129.632,1320.532,MHVNvIHV 5175,2162292.270,6259130.825,1320.5 1 1,MHV\MHV? r 116,2162226.347,6259212.381,1320.929,RCT 3" CONDUIT SCE (ELECTRIC) \,,. 7,2162226.431,6259212.170,1320.353,CONC 5178,2162217.028,6259190.233,1323A55,GF\GF I 5179,2162230.832;6259211.518,1323.684,GF\GF1 5180,2162244.508,6259232.808,1323.894,OF\OFI 5181,2162271.442,6259277.561,1324.273,GF\iFI? 5182,2162273.236,6259289.185,1321.466, GASL TOP 4" GAS LIVE PVC 5183,2162273.468,6259289.543,1324.973,CONC 5190,2161438.852,6258122.332,1306.655,GF\GFI 5191,2161421.410,6258102.147,1305.637,GnGFl 5192,2161404.467,6258082.364,1304.668,GF\GFI 5193,2161398.140,6258071.967,1303.983,GF\GF1 5194,2161396.767,6258049.530,1302.328,GF\GFI 5195,2161393A93,6258047.940,1298.731,GASL TOP 4" GAS LINE PVC 5196,2161393.074,6258047.584,1302.371,ACSHOT 5197,2161402.695,6258038.195,1301.370,GBGFI 5198,2161407.933,6258032.119,1300.919,GF 1GF I? 5199,2161254.663,6258123.766,1300.112,FAC\FAC 5200,2161269.238,6258108.361,1301.308,FAC\FAC 5201,2161288.478,6258101.933,1302394FAC\FAC 5202,2161313.611,6258103.893,1303.531FAC\FAC 5203,2161324.543,6258113.567,1304.040FAC\FAC 5204,2161333.581,6258123.927,1304.630FAC\FAC j5195,2161358.838,6258153.131,1306.085FAC\FAC? .�� 6,2161319.576,6258110.614,1304.203,GV 6" VALVE CAN/LID (TRACING WIRES ONLY) i<07,2161299 A68,6258086352,1302.592,ACSHOT 5208,2161306.653,6258087.127,1302.958ACSHOT MJININURVEYIA]A364%10CLINMNWO0 lTWFIMWIELD%20000RN2C%20PT ,bdlW6120129:38:34 AM] # tq6 6' GAS LAVE 2234 S-6457 9383! "] 5001,2162190.398630,6259175.143440,1323.642548,WRFIWRF PVC FENCE 5002,2162272.888175,6259307.176684,1323.810810,WRF\WRF AP PVC FENCE r5?33,2162264.415040,6259340.470272,1324.467152,WRF\WRF? PVC FENCE ,M,2162255.042930,6259282.364066,1326.172611,LIGH7P 5005,2162223.237367,6259236.926424,1326.348346,LIGHTP T^d117 FB2234 5,645 lleJIMI SURVEY/A2-0}b VOCLBJIY1MhiOKE1�ML ELO%2OBOOKN3B OM -02"- 2 UGFIT STAMAKO.d[1Ufi 129:38:35 AK :'32 23 A y-6457 9:39:35 AMS User Name: KVINSON -Date: 04-30-12 Project: A2-0264 CLINTON KEITH Time: 09:42:19 .Verse Alignment Page: l Alignment Name :006 -CIL I-15 IMPROVEMENT Beginning Station :662+76.4200 Ending Station :761+31.2168 No Station Equation Point Node ID Station Northing -(Y) Ea8ting-(X) ---------- ------------- ------------------------------ BOP 195 662+76.4200 21577433450 ---------------- 6262574.7410 Direction Disunite --- _-------- _______________ _____________—__--_------ N47°04'42.41"W 1823.5504 Point Node ID Station Northing -(Y) Easting-(X) ------------ PI 191 680+99.9704 ---- — --- ---- _--- 2158985.1568 __ --- ___.____.__. 6261239.36tl Direction Distance ----- —Www ...... _---------- __ ------- ______________________ ' 9004'42.39"W 13022439 Point Node ID Station __________ Northing -(Y) Easting-(X) ______------ __ ------ _______--- PI 192 694+02.2142 __ ... ____________________ 2159871.9664 --- ____. 6260285-7323 Direction Distance --- _--- _--- _______________ ___________.___.—_-__------ N47004'4239"W 0.0000 Paint Node ID Station Nonhing-(Y) Easting-(X) _-------- ------- _----- _________________ PC 192 694+02.2142 __________-_-_-- 2159871.9664 ---------------- 6260285.7323 Point NodeID Station Northing -(Y) Easting-(X) _____________________... .... _------- _____ ___ RP 189 NIA 2163533.4083 6263690.6877 Circular Curve (CW) Radial In: 7,14205YI0811E D.O.0 Arc: 01008'45.30" D.O.0 Chord: 01008'45.37" "ilius: 4999.9900 1 )mangle: 10°12'52.67" tangent length: 446.8907 Aro length: 891A029 Index�kj99 . FC2234 S -G457 fiW/M6VEY/A2-0261%20CLWMN% K8ITN/P➢.B21ELD%20000KM4269%20CL^h201MP%201-15.txt[&/20129:38:36 Atoll A dex -4 20 c) Direction: N41058'17.09"W 4SON Date: 04-30-12 GUNTON KEITH Time: 09:42:19 t Page:2 length: 8902129 it: 19.9306 ordinate: 19.8514 F 2 2 3 4 S- 6 A 5 7 Out: S53°08'09.25"W Node ID Station Northing -(1') Pasting -(X) ________________ ______________--- 196 698W9.0949 ---- _-------- ____ 2160176.2800 _________________ 6259958.4893 Node lD Station Northing -(Y) Pasting -(X) ._ .... _----- -------------------- 194 702+93.6071 ----------------- 2160533.8206 ----------------- 6259690.3938 on Distance ro0.o0"E 0.0000 Node ID Station Northing -(Y) Easting-(X) l94 — ---— ------ 702+93.6071 2160533. ----_---_---------------- 8206 6259690.3938 on Distance ['49.49"W 1306.4083 Node ID Station Northing -(Y) Easting-(X) -- ----- ------- -- --- ------------ 0314 --- ---------------- 6258906.6610 on Distance .__------------ ---------- ['49.53"W 356.3532 -.____-__-___.--_ Node ID Station Northing -(Y) Easting-(X) ---- ____.--___._--________. 199 719+56.3687 2161864.1369 6258692.8796 on Distance 19.48"W 898.5740 t l� Node ID Station Northing -(Y) Easting-(X) 93W6M11 Irl .cx *loI PI 193 728+54.9427 2162583.0540 6258153.8124 Direction Distance l :.::6051'49.47"W 78.9226 F002234 5-6457 User Name: KVINSON Date: 04-30-12 PmjecC A2-0264 CLINTON KEITH Time: 09:42:19 Inverse Alignment Page: 3 Point Node ID Station Northing -(Y) Easting-(X) --- ___--_ _____________ _______________ ----------------- PI 197 729+33.8654 2162646.1972 6258106.4656 Direction Distance --------- _------------------ ------------ _____-___-__-_- N36051'49.50"W 1512.8781 Point Node ID Station Northing -(Y) Eating -(X) -------------- ----------- _----- _________________ _______-___._. 188 744+46.7435 2163856.5971 6257198.8686 Direction Distance ... MMM ---------------- ___---- ---------- ___._________.____ N36051'49.49"W 1684.4734 Point Node ID Station Northing -(7) Easting-(X) _ ______ _------- ______ _________________ _______________ EOP 198 761+31.2168 21652042843 6256188.3292 FIW/MaURVEY/M64MOMW40KEL&ELD2000KM-0M OMVOPMOI-15.+4[620]2936:36 AM) -I ldex # zc z ULr Name: kvinson DwAI-03.12 KEITH Time: 11:04:35 Page: 1 ignment Name :002 - CLINTON KEITH gine ing.Station :-11+32.9127 ding Station :116+80.5207 2 2 3 4 1 9 i Station Equation int Node ID Station Northing -(Y) Easting-(X) --------------------- ------------_--- )P 222 -11+32.9127 -_---_!.----.---- 2159647.4760 ---- _----------- 6256542.5370 motion Distance *000'00.00"E 0.0000 -.-_--__ int Node ID Station Northing -(Y) Emting-(X) ------- ---- ---------- ----""-' -11+32.9127 2159647.4760 --_._. 6256542.5370 int Node ID Station Northing -(Y) Easting-(X) 219 N/A 215912628117 6258265.2535 mular Curve (CW) --- ---------- ----- ---- -----"----...__ In: S73010'01.92"E Arc: 03011'00.23" Chord: 03°11'01.70" 1799.8320 angle: 39023'28.99" it length: 644.2805 hgth: 1237.4014 Direction: N36031'42.58": length: 1213.1749 al: 111.8407 t ordinate: 105.2976 Out: N33046132.92"W Node ID Station 223 -4+88.6322 Node ID Station ..------------- - -------- 218 I+04.4887 ion Distance W Northing -(Y) Easting-(X) ____ _________________------ _______ 2160264.1517 6256729.1075 Northing -(Y) Easdng-(X) ____ ---------------- ----------- 2160622.3360 6257264.6460 5-6457 AM IJ N90000'00.00"E 0.0000 (1dex *-2o%3 FC2234 S-6457 User Name: kvinson Date: 01-03-12 Project: A2-0264 CLINTON KEITH Time: 12:30:34 Inverse Alignment Page: 2 Point Node ID Station Northing -(Y) Easting-(X) __________ ______________ ---------------- P1 218 1+04.4887 ---------------- ----------------- 21606223360 6257264.6460 Direction Distance ---------------------------- ---------------------------- N56013'25.90"E 87.8821 Point Node ID Station -------- -- Northing -(Y) Easting-(X) -------------- — --------------- PI 216 1+92.3708 --.---- .------- _- _--- _----- _--- __- 2160671.1940 6257337.6950 Direction Distance ix7i601325.90"E 0.0000 Point Node 1D Station Northing -(Y) Fasting -(X) __________ ______________ ___--- _______.__ PC 216 1+92.3708 __.____-____-____ ______.____.____. 2160671.1940 6257337.6950 Point Node lD Station Northing -(Y) Easting-(X) .__------- ._----------- ____________ RP 215 N/A --- _ ----- ____------- 2162333.4765 6256225.9088 Circular Curve (CCW) _________--- _------- ------------- Radial In; N33046'33.05"W _- D.O.0 Arc: 02"51'54.21" D.O.0 Chord: 02051'55.28" Radius: 1999.8125 Delta angle: 05032122.04" Tangent length: 96.7481 Are length: 193.3454 Chord Direction: N53027115.93'E Chard length: 193.2701 External: 2.3389 Middle ordinate: 2.3362 Radial Out: S39018'55:09"E � l �s-jrd Node ID Station Northing -(Y) Easdng-(X) PI N/A 2+89.1189 2160724.9806 6257418.1138 fileW/ 16URWY/Ab 64%20CLRVTOW%2DKEITH/tMR MLD D900X/A}A264%20CL TIN 20KIEMH TIN6'30129:38:37 A l nd�3c #Zo�i I Node ID Station Northing -(Y) . Easting-(X) _____________--- ___------ _ ____..___.____._ ____.____.__- 217 3+85.7162 2160786.2790 6257492.9650 F32234 s-6457 me: kvinson Date: 01-03-12 A2-0264 CLINTON KEITH Time: 12:3034 Alignment Page:3 ireution Distance N39cI8'54.88"W Arc: -------------- _--- _------ ----- 90°00'00.00"E 0.0000 ._____--_---__.-_.____._ Tint Node ID Station Northing -(Y) Fasting -(X) ________ _____________ --- 217 3+85.7162 ______._________- 21607862790 -___--.-__-.-, 6257492.9650 irection Distance 319.8687 Direction: ___________________________ _____________________________ 90'00'00.00"E 0.0000 length: 319.5279 Ant Node ID Station Northing -(Y) Easting-(X) z 217 3+85.7162 2160786.2790 .6257492.9650 Ant Node ID station Northing -(Y) Fasting -(X) P 215 N/A 2162333.4765 6256225.9088 irculm Come (CCW) ------------------------------------- In: N39cI8'54.88"W Arc: 02051'54.21" Chord: 02051'55.28" 1999.8125 ngle: 09009'51.93" it length: 160.2762 igth: 319.8687 Direction: N46006'09.15"E length: 319.5279 11: 6.4124 ordinate: 6.3919 Out: 548028146.8111E Node ID Station N/A 5+45.9924 Northing -(Y) Easting-(X) .___ ______--- _---- __ ________.____. 2160887.8279 6257616.9662 I Point Node ID Station 1 209 7+05.5849 '.yiwtion Distance ------------- ----------------'-- N90°00'00.000E 0.0000 Point Node ID Station Nonhing-(Y) Easting-(X) 2161007.8300 6257723.2110 Nonhing-(Y) Emting-(X) User Name: kvinson Date: 01-03-12 Project: A2-0264 CLINTON KEITH Time: 12:30:34 Inverse Alignment Page: 4 PI 209 7+05.5849 Direction Distance .. --- ............ ......._...... N90000100.0011E 0.0000 P=;nt Node ID Station -----------------"- .-_--- _. PC 209 7+055849 Point Nodc ID Station RP 203 N/A Circular Curve (CW) --- Radial In: 54802847.1I 1E D.O.0 Am: 02051'54.20" D.O.0 Chonl: 02"51'55.28" Radius: 1999.8130 Delta angle: 07051156.03" Tangent length: 137.4831 Arc length: 274.5343 Chord Direction: N45027110.918E Chord length: 2743188 External: 4.7203 Middle ordinate: 4.7092 Radial Out: N40036'S1.0811W Point Node ID Station . 205 8+43.0681 Point NodelD Station 2161007.8300 6257723.2110 Northing -(Y) Pasting -(X) 2161007.8300 6257723.2110 Nortbing-(7) Easting-(X) 2159682.1841 6259220.5134 Northing -(Y) Easting-(X) ._-.._-.._...._....---- 2161110.7670 6257814.3470 Northing -(Y) Fasting -(X) F � 2 2 3 4 S-6457 k:ll/P�rSURVEY/A2�p260!520CLPITOIJ%20KEfTH/FILPh'16LDYo20If00 WAi-036456tOCLMi0N9520K1ETH:TXT[6IW20129:38:37 Ahp 462 9+80.1192 2161200.2629 6257918.7113 tion l ' Distance" ------------ _--------- ---- _______________�,--.--_-- 23'08.90"E 160.6562 Node ID Station Northing+(Y) Easting-(X) ___________ _______________ ------ __________----------------- 283 11+40.7754 2161304.8440 6258040.6670 Sion Distance. F72234 5-6457,, Name: kvinson I Date: 01-03-12 ct: A2-0264 CLINTON KEITH Time: 1230:34 an Alignment Page: 5 109.13"E 859.1797 Node ID Station Northing -(Y) Emting-(X) ._ _____________ 199 ------ _--------- 19+99.9551 --------- -------- 2161864.1369 --- -...... 6258692.8796 in Distance '09.15"E 285.4595 Node ID Station Northing=(Y) Easting-(X) -------------_---- 299 ---- ----_ 22+85.4146 ---- ------ :---------- 2162049.9600 ______________ 6258909.5750 in Distance --------------------- '08.88"E ----------_--_---_.--_.-- 108.8419 , Node ID Station Northing -(Y) Easting-(X) ...----.--_--------------------- 206 23+942565 ----_--------_. 2162120.8120 -------------- 6258992.1980 in Distance ____________________ '08.88" H --------------------------- 0.0000 —________ Node ID Station Northing -(Y) Easting-(X) _ -------- 206 _---- _________________ 23+942565 ------ ---------- 2162120.8120 -------- _____ 6258992.1980 Node ID Station Northing -(Y) Fasting -(X) RP 207 N/A 2160754.5385 6260163.8220 �wlar Curve (CW) ..- --- _________-___________________ Radial In: 54003649.45"E D.O.0 Arc: 03011'00.21" D.O.0 Chard: 03011'01.68" Radius: 1799.8350 Delta angle: 13021142-71" Tangent length: 210.8248 Are length: 419.7368 Chord Direction: N56004'01.90"E Chord length: 418.7863 External: 12.3055 Middle ordinate: 122219 Radial Out: N27015'06.74"W User Name: kvinson Date: 01-03-12 Project: A2-0264 CLINTON KEITH Time: 1230:34 Inverse Alignment Page: 6 Point Node ID Station PC N/A 26+05.0813 Point Node ID Station PC 253 28+13.9934 Direction Distance ----------------------------- N90000'00.00"E ----- 0.0000 Point Node ID Station ---------- -___-___ PI 253 28+13.9934 Direction Distance -------------------- N90000'00.00"E _______ ___. 0.0000 Point Node ID Station ---------253 28+13.9934 Point Node ID __________ ------ _... Station _____________ Northing -(1) Pasting -(X) 2162258.0497 6259152.2383 Northing -(1) Fasting -(X) .-__ ----------- _____ --------___-_- 2162354.5870 6259339.6620 Nonhing-(1) Easing -(X) 2162354.5870 6259339.6620 Northing -(1) Eesting-(X) .___________________ ___-____-____ 2162354.5870 6259339.6620 Northing -(Y) Fasting -(X) ):�jcx*ZO-? FS2234 S-6457 fila//MVSMWYIA2-0264%20CLRVT0N%OMTW [Lfi/FlRLD MODKA2-OM4%KLMTON%20%16IHT [&I 0129.38:37 AMI =ndGx #tor$ 207 N/A 2160754.5355 6260163.8220 cular Curve (CW) .---------------------p----------'-- lialln: 527"15'08.03"E ).0 Arc: 03011'00.21" ).0 Chord: 03011'01.68" 1ius: 1799.8350 he angle: 20037158.36" igen length: 327.6189 :length: 648.1416 Drd Direction: 1,173"03'51.15"E ord length: 644.6451 lemah 29.5748 ddle ordinate: 29.0967 tial Out: N06037'09.67"W nt Node ID Station Northingm(Y) Easting-(X) ---- ______ N/A _ --------------- 31+41.6123 ------------------------- 4- 6065 6259630.9150 F92234 '-------------------- '00.00"E s-6457 ---- ------------ tme: "Son Date: 01-03-12 A2-0264 CLINTON KEITH Time: 12:30:34 Alignment Page:7 Node ID Station Northing -(Y) Easting-(X) 236 34+62.1349 21625423720 6259956.3500 in Distance '-------------------- '00.00"E --------'--. 0.0000 ---- ------------ Node ID Station Northing -(Y) Easting-(C) ---------------- 236 -----_----- 34+62.1349 ---- - -_------ --_---- 2162542.3720 ----------------- 6259956.3500 in Distance '-------------------- '00.00"E --- ---------------------- 0.0000 _- Node ID Station Northing -(Y) :---- Pasting -O;) :-_-___-.__---- __ ______________ 236 ----------- 34+62.1349 ----- __--- _---- 2162542.3720 _ 6259956.3500 Node ID Station Northing -(Y) Easfing-(X) 207 N/A 2160754.5385 6260163.8220 9:36:37 AK l_� Circular Curve (CW) medial In: SO6037'13.87"E '_AC Arc: 03°11'0021" D.O.0 Chord: 03°11'01.68" Radius: 1799.8350 ( 9 2 2 3 4 Delta angle: 06059'36.53" Tangent length: 109.9799 Arc length: 219.6866 Chord Direction: N86052'34.39"E Chord length: 219.5502 External: 33571 Middle ordinate: 3.3508 Radial Out: N00"2222.66"E Point Node ID Station Northing -(Y) Easting-(X) ----- _---- PI ______________ N/A _________________ 35+72.1.148 -------------- 2162555.0519 __ -------- ___.. 6260065.5965 Point Node ID Station Northing -(Y) Easting-(X) PT 210 36+81.8215 2162554.3360 6260175.5740 Direction Distance �l User Name: kvinson - Date: 01-03-12 Project: A2-0264 CLINTON KEITH Time: 12:30:34 Inverse Alignment Page: 8 N90000100.00"E 0.0000 Point Node ID Station Northing -(Y) Easing -(X) __ __ _.___._________ _________________ ------------ P1 210 36+81.8215 2162554.3360 6260175.5740 Direction Distance S89"3793.16"E 1018.1446 Point Node ID Station Northing -(Y) Easting-(X) ___._____ __.__________ _________________ — --------------- ------------- Pi 282 46+99.9661 2162547.6879 6261193.6969 lection Distencc 589037'33.22"E 1325.5310 index #2aci 5-6.457 EWI/NVSURVEY/A2 "%20Cf.IM'ON%2aKElIHIFlL IELM20B00KMA 269%20CLBJTON% METFL Tl�0129:39:37 AK lex�2La Node ID Station Northing -(Y) Fasting -(X) .____--- ________ _________.____. 224 86~76.7659 ----.----._ ---- 2162521.7221 281 ' 60+25.4971 2162539.0331 6262519.1996 _ .---------- ... ------- ---- ----_------__-.-_--._-"- 25.25"E 3003.7548 f � m Distance Nonhing-(Y) Easting-(X) ----- ____---- ------- ---------- '33.23"E 1334.4698 ._._____.___.____._ -__._.._.________ 6268174.0400 - Node ID Station Northing -.(Y) Fasting -(X) _--- _-------- 280 73+59.9669 -_. ______--------- 2162530.3200 --- ___.____.____ 6263853.6410 n Distance ._.____.____._--- __ __-_.___._________.___ 33.21"E 1316.7990 Node ID Station Northing -(Y) Easting-(X) .____--- ________ _________.____. 224 86~76.7659 ----.----._ ---- 2162521.7221 _ __--_------ --- --. 6265170.4119 n Distance .---------- ... ------- ---- ----_------__-.-_--._-"- 25.25"E 3003.7548 Node ID Station Nonhing-(Y) Easting-(X) ..---- - ... __-------------- ---_- 242 116+80.5207 -__-----.--_-._. 2162494.1300 -__._.._.________ 6268174.0400 - S_6457 Fp2234 User Name: Wnson Project: A2-0264 CLINTON KEITH "�fcaae Alignment Alignment Name :004 - C LIM Beginning Station : 19+88.0900 Ending Station : 34+453443 No Station Equation Point Node BD Station __________ ______________ ___________—. BOP 299 19+88.0900 Direction Distance ________________________-_-_ _______ N49°12'30.50"W 570.8223 Date: 01-03-12 Time: 12:5629 Page: 1 Northing -(1) Easting-(X) _ _ --------------- _______________. 2162049.9605 6258909.5746 Point Node lD Station Northing -(1O Easting-(X) _ ________ PC ----------- 300 _______________ 25+58.9123 ________________ 2162422.8836 ________-_____ 6258477.4098 Point Node ID Station Northing -(l) Easting-(X) 302 N/A 2164694.1585 6260437.3359 Circular Curve (CW) ------- ------ _---_---__-__---_- Radial In: N40047'29.51"E D.O.0 Are: 01054135.49" D.O.0 Chord: 0105415.81" Radius: 3000.0000 Delta angle: 11011'55.97" Tangent length: 294.1230 An length: 586.3720 Chord Direction: N43036'32.50"W Chord length: 585.4391 External: 14.3836 Middle ordinate: 14.3149 Radial Out: S5105n5.49"W Point Node ID Station __________ ------ _---- ___ ____________ PI 298 28+53.0353 Point Node ID Station 301 31+45.2843 Direction Distance Northing -(Y) Easting-(X) ____ _____------- __ ---------- 2162615.0367 6258254.7317 Northing -(1) Easting-(X) _ __ ____--- _________ __._________-. 2162846.7785 6258073.6127 FJ�2234 l✓>LJ ex # Z 1 1 S-6457 Tndex d#- zi Z 968000'34.50"W 300.0600 ( 1 me: k4n—son' Data: 01-03-12 A2-0264 CLINTON KEITH Time: 12:56:29 Slignment Page:2 Node ID Station Northing -(Y) Easting-(X) 297 34#53443 2163083.1981 6257888.8378 F 32234 5-6457 9:38:38 AM) User Name: kvinson Project: A2-0264 CLINTON KEITH --Verse Alignment Alignment Name :003 - ARYA Beginning Station : 8+68.9200 Ending Station : 12+23.9262 No Station Equation Point Node ID Station BOP 259 8+68.9200 Direction Distance ----- N N27°15'08.22"W 131.0780 Date: 01-03-12 Time: 12:50:56 Page: 1 Northing -(Y) Easting-(X) 2162238.0590 6259399.6839 Point Node ID _ Station Northing -(Y) Easting-(X) __________ --------- PI 253 ___ ------- -_-,--_-_ 9+99.9980 .-_-..___.____.__ 2162354.5872 ___.____--- __ 6259339.6621 Direction Distance Radial In: N62044'52.12"E '-17015'08.22"W 80.8512 D.O.0 Chord: 28057128.21" Point Node ID __--- _____ _____________ Station ________________ Northing -(Y) _________________ Fasting -(X) PI 233 10+80.8492 2162426.4638 ------------- 6259302.6396 Direction Distance N27015'0822"W 0.0000 Point Node ID Station Northing -(Y) Easting-(X) PC 233 10+80.8492 2162426.4638 6259302.6396 Point Node ID Station Northing -(Y) Easting-(X) ---------- _------- _---- — --------------- RP 274 N/A ----------------- ______._______ 2162518.0367 6259480.4226 Cimular Curve (C W) Radial In: N62044'52.12"E D.O.0 Arc: 28039'02.20" D.O.0 Chord: 28057128.21" �Rndius: 199.9810 )M angle: 2800709.32" \' fnngent length: 50.0820 Arc length: 98.1454 rn2234 L'Jex* 2f 3 flk:IIRVSURVEY/A3.M64%tOC MNMOMITI ILMELM40E00VAL0164 OARYA.T 71616 12 Y.38:38 AMI 5-6457 +2M lion Distance 52'01.78'T 44.9316 Node ID Station Northing -(Y) Name: kvioson Date: 01-03-12 ct: A2-0264 CLINTON KEITH Time: 12:50:56 se Alignment Page: 2' d length: 97.1634 nal: 6.1757 le ordinate: 5.9907 B 2 2 3 4 5- 6 4 5 7 dDut: N89007158.56"W F Node ID Station Northing -(Y) Easting-(X) 232 11+30.9312 2162470.9867 6259279.7066 Node ID Station Northing -(Y) Easting-(X) ----------------------------------- 275 11+78.9946 ----------------- 2162521.0629 ---------------- 6259280.4645 lion Distance ------------------------ ----------------------------- 00100.001E 0.0000 Node ID Station Northing -(Y) Fasting -(X) .____ ---- __---- ___------- 275 11+78.9946 _________________ 2162521.0629 _________________ 6259280.4645 lion Distance 52'01.78'T 44.9316 Node ID Station Northing -(Y) Easting-(X) 276 12+23.9262 2162565.9894 6259281.1445 I r/)d e*zt User Name: kvinscn Date: 01-03-12 Project: A2-0264 CLINTON KEITH Time: 13.12:59 mse Alignment Page: 1 Alignment Name :005 - HIDDEN SPRINGS F G 2 2 3 q S- 6 4 5 7 Beginning Station : 5+53.8323 Ending Station : 26+92.0700 No Station Equation Point Node ID Station Northing -(Y) Easting-(X) ______ --- ___-____.____--- _---- BOP 286 5+53.8323 __...___------- ___-__ 2160850.3170 ___.____.____ 6258596.4752 Direction Distance N90000'00.00"E 0.0000 Point Node ID Station Northing -(Y) Easting-(X) PC 286 5+53.8323 2160850.3170 6258596.4752 Point Node ID Station __ Northing -(Y) Easting-(X) __________ _________________--- -------- 271 N/A -------------- .-_ _-_______________ 2160607.5133 6258047.8639 Circular Curve (CCW) ___ ---------- _----- ---- _--- _____________ Radial In; S6600776.63"W D.O.0 Am: 09033'00.91" D.O.0 Chord- 09033'40.83" Radius: 599.9400 Delta angle: 36004'02.89" Tangent length: 195.3229 Arc length: 377.6599 Chord Direction: N4105C24.82"W Chord length: 371.4551 External: 30.9951 Middle ordinate: 29.4721 Radial Out: N30003'33.74"E Point Node ID Station Northing -(Y) Easting-(X) PI 273 7+49.1552 2161028.8723 6258517.5230 Point Node ID Station Northing-()) Easting-(X) _--------- RTr 270 9+314922 _ _________________ 2161126.7655 _________________ 6258348.3721 l/irection Distance file///P SMVEY/A2-0264 WLIN1pNYOMITNlLF IUD%WWVALD269%D0 D6N EPR GS.T%'1[W62D129:38:40 AN 166"#zt6 190000100.00"E 0.0000 me: kvinson A2-0264 CLINTON ICEITII Date: 01-03-12 Time: 13:12:59 Page: 2 Node ID Station Northing;;.(Y) Easting-(X) 270 9+31.4922 2161126.7655 6258348.3721, on Distance .... ____.___________ 26.52"W ______---- 355.5199 _---------- ___.___ Node lD Station Nwhing>(Y) Easting-(X) ..- --- _________ 283 __________________________________ 12+87.0121 2161304.8440 ________._____ 6258040.6670 Ml Distance '42.17"W 1405.0580 Node ID Station Northing'' -(l) Easting-(X) 294 26+92.0700 2162593.2520 6257480.1380 FE2236457 9:38:40 AMI INDEX 217 COMBO Project: CLINTON KEITH 1-15 CONTROL 19404 User name tadams Data & Time 10:43:24 AM 7/12/2004 Coordinate System US State Plane 1983 Zone California Zone 6 0406 Project Datum NAD 1953 (Corms) 658051.307m Vertical Datum NAVD 1929 Geoid Model GEOID99(Conus) Coordinate Unita Meters 1 0.99990627 Distance Unite Meters 2 Height Units Meters 1908414.640m THE EPOCH FOR THIS PROJECT IS 1992.86 BASED ON THE STATE OF CALIORNIA'A SORVEY CONTROL FOR MVY I-15 EASED ON CONTROL POINTS 208,212,214 NOTE: THREE CONTROL POINTS WERE RASED ON LAST,DASH,0819 THE AVERAGE CONE) FACTOR FOR ^_HIS PROJECT IS 0.9999D202 USING POINTS 208,212,214 PTN N E HEIGHT RAW 08EC COMBO CONVERGENCE 1 658051.307m 1906270.066m 368.133m 400.899m HVP 1 0.99990627 -0°32'35" 2 658192.710m 1908414.640m 369.246m 4D2.006m HVP 2 0.99990620 -0°32'32" 3 656352.797m 1908242.156m 371.016m 403.777m HVP 3 0.99990603 -0032'36^ T . 4 65B519.048m 1907834.009m 363.944m 396.7C9m We 4 0.99990726 -C-32'44" 5 658583.670m 1908031.7342 367.826m 400.5872 HVP 5 0.99990669 -0032'40" IV 6 658533.182m 1907356.733m 350.338m 383.1112 MVP 6 0.99990939 -0032'55" N 7 658761.417m 1907604.0952 366.434m 399.2012 HVP 7 0.99990704 -0032'49" 8 658640.946m 1907856.5112 367.7332 400.99 HVP 8 0.99990689 -0032'44" CU 9 G58991.109m 1907914.9092 369.851m 402.E10m HVP 9 0.99990567 -0'32'43- 10 658977 d06 1908409.093m 376.283m 409.032m HVP 10 0.99990565 -0032'32° 11 659147.645m 1908176.074m 376.482m 409.233m HVP 11 0.99990574 -0032-37- 12 658636.263m 190718D.881m 350.219m 382.993m HVP 12 0.99990948 -0032'58" 13 658933.105m 1907496.813m 364.231m 396.9982 HVP 13 0.99990750 -0032'52" 14 659109.738m 1907746.664m 372.011m 4G4.772m HVP 14 0.99990641 -0032'46° '1T W W cc INDEX 218 15 659210.5940 1907919.252m 377.196m 409.954m HVP 15 0.99990568 -0'32-43- 16 659231.112m 1908560.021m 367.BU2m 420.545m HVP 16 0.99990403 -0°32'29` 17 659160.055m 1907242.994m 363.475m 396.244m WP 17 0.99990778 -0132-57- 18 659336.783m 1907434.250m 369.128m 401.892m MP 18 0.99990703 -0032-53- 19 659581.838m 1907239.371m 374.2720 407.0370 WP 19 0.99990640 -0032'57° 20 659609.234m 1907815.278m 36e,994m 397.762m HVP 20 0.99990787 -0033'02" 21 659861.435m 1907045.631m 375.995m 408.760m HVP 21 0.99990633 -U'33'01- 22 659894.647m 1906814.3280 372.456m 405.225m HVP 22 0.99990691 -0033'06" 23 660154.300m 1906510.716m 367.576m 400.348m HVP 23 0.99990787 -0033'13" 24 660180.316m 1906845.546m 382.351m 415.117m H P 24 0.99990557 -0033'06° 25 660323.318m 1906696.7180 379.882m 412.649m HVP 25 0.99990607 -0033'09" 26 660527622m 1906317.5880 376.556m 409.328m HVP 26 0.99990674 -0033'17" 27 660687.127m 1906450.258m 389.954m 422.722m HVP 27 0.99990476 -0033'14" 28 656988.848m 1907527.652m 366.305m 399.07L HVP 28 0.99990722 -0032'51" 29 658353.19� 1908236.736m 371.214m 403.9750 HVP 29 0.99990600 -0032.'36" 100 659009.e79m 1907737.563m 370.712m 403.4740 TBAV PT 100 0.99990654 -0'32'46- 191 659088.4240 1909823 7600 371.3040 403.8640 T V PT 101 0.99990654 -0°32'45" 102 659119.572m 1907981.6630 372.940m 405.696m T V PT 102 0.99990628 -0032'41° 208 657661.397m 1908817.957m 360.5470 393.3070 CAL OOT 208 0.99990720 -0032'23" 212 659157.2280 1907449.7920 365.018m 397.7830 CAL OOT 212 0.99990754 -0032'53" 214 660279.386m 1906610.498m 37B.044m CAL OOT 214 0.99990632 -0033'11" 517 658632.834m 1907339.435m 357.3970 3!8-: ii{mn T V PT 517 0.99990836 -0032'55" 555 658726.922m 1907492.408m 366.113m 398.9820 T V PT 555 0.99990706 -0032'52" 3'1E.'LiSM Back to top INDEX 219 CA /\\ ET§\« !!/ : CLINTON KEITH ROAD HORIZONTAL AND VERTICAL GPS CONTROL HORIZONTAL DATUM: Na h American Datum of 1976 (NAD0) PLANE COORDINATES: California Coordinaln System of 1981, Zane 6 VRRTICAL DATUM: National Geodetic Vertical Datum of 1919 (NGVD19) STATION LATITUDE NORTH LONGITUDE W&ST ELLIPSOID HHGHT IEBT NORTHING FASTING USSURVEYFEET ORTHOMETRIC HEIGHT COMMNED FACTOR ATI 33355294499 117-1238SW45 134965 216306393 626910201 145689 09999002b AT2 33-3542.09537 117-1241.54316 1285.65 2161484.56 CY 863.65 1392.93 0.9999029-! AT3 33355202299 117-124980565 128363 216249413 62 17406 139110 099990328 ATS 33-3543.39311 117-13-19.01848 1271.0 216161199 6265695.0 137894 0.99990368 AT6 33-35-51.98437 117-1340.86229 1272.15 2162530.46 6263853.83 1379.51 0.99990384 AT2 33354495796 117-135200230 124125 216183309 6262483.67 1 348 65 099330516 ATS 33-35-57.30670 117-13-56.43827 1276.30 2163080.87 6262543.14 1383.66 0.99990376 AT9 33 35 57 61539 117-143023922 1100 2163139.4 625964223 1W71 093`)90582 AT10 33-35-52.01583 117-14-27.07063 1227.17 2162570.52 6259947.15 1334.60 0.99330593 ATII 33-3542.19765 117-14-30.91027 1211.96 2161581.25 6259612.90 1319.41 0.99'1)0650 AT12 33355243781 117-1WO2 25 133210 216305491 626672419 144439 09999 5 HVPS 33-3541.83825 117-14-33.90559 120606 2161547.34 6259359.24 1313.96 0.99990676 HVP9 33354623012 117-143169610 121345 216209000 625955083 132090 099990653 HVP10 33-3546.43755 117-14-12.52435 123455 2161935.04 6MI17.12 134197 0.99330551 P476 33-26-22.7.77 117-11-22.7079 1016.77 2104884.98 6275017.16 1124.40 0.99990219 P477 33301005458 117-0 4807238 109758 212766206 629848421 1M,179 099330594 1370 33-3340.69055 117-12-37.49422 1015.35 2149205.25 6269093.05 1125.79 0.99991326 ROSH 3330182M85 117-11-1993328 169091 212873593 627547230 179828 093387769 Pr'ect Av . 0.99990380 NOTES: Stdirns HVP8, HVP9 and =10 were crs Lk cd Fre Mri�land vertu®1 Stamm 8370 was cmatiained for va cal Elcn=dal and Vertical Cmtrdie based anl6venide Courtly Surveycr "Clinlm KeiN I-15 Cid 19404" P jed dalad 7/1DZ1104 7370 (M R. 3-70) ri based on Rivaside CamLLy Level Run "Mtr ieta Creek Line D & D-1" cmwated to NG= using Verlcon 1N: 2UM200605 Page 1 OaRofSurvq. Novanbs 1 and 2, 2006 INDEX 221 P S O M A ",_� <e, Am ". u s„ s; �° Seo lmo niH ss�e °sE� s66°rz cl�m nom° w VOa � O otal Station Traverse t - �J� �j(� Job No. %AI{1/}2G�i�d�J TLBbaet I M Preparetlby Ry VT Dab 5/040-1 O, Project No. nevlewoi W Dare g` akf/0/D'J nue 'Tl� If(2 PNA Np, 1 D[cUMeal P1. No. .N Dese. FD AEPCk` HI ry,4Y✓/E ET �cJP OF A}p[aJ-�C. ab i EL BackelgbtKNa N Dese IFI>t• "' t -r SH S O ��✓ ✓ E OWbq xl EL ✓nU}c • li0 Geoclat Job No. MllWo aH (D-.�-6'} Verl"e P w Rq.ZZ-'$J7 oy MeazNre slava Her Vo Z4-1.0le t24 SJ k 13 tlH F esbin Pl. No. 5o36-vl 1 Dem i 1� T.'P frnS% S.H. ,DEi fi w I e� of L k 'ves;htlnfo tlH aV OS Measure sbpe °I61. S LZ6 .H. Angle 15A-26' 4v Vol. Angle 91e Iu- QZ'JC/ Hor. w1. &PO Ad Ho'%Is Ho. Angle VD — to, m5p Foresight Pt. No. 2Z0&5 Deno, 1° y.,'(�. S.H. Zrs?ftgm 6z' G k Fwesghtlnk aH D 1 au v ( Measure sure 134'G.05ci Ho. Angle �_ w+34 Ven Angle 10-32'06 HOL I. A M. lbz. Mlle VD FoneslpbtlMo tlH OV Measure Skye 1 -for. Angle Ven Angle Her. AW. Hoz. Ngla VD Foonaghtlnkl tlH aV Measure S" Hw.Angle VMAngle Her. ^0j. lbz. Angle VD Backvght Cback-In tlH 0 1 Hmizanlal Angle 64- 4� btal Station Traverse + /� Jab No. 17fteelZw of Prolecl No64A�yG— LLY Prepared by wt,e ak��I Date _Jld9� 7 Revierced by bem Date 0�4'1' 6] F ANo. occuNea M. No. • N Woo. a-rr, VIAVIVO-Vf06MA HI i. ZI E EL Bea sight RL Na k -r" a N De3c. SH E EL Gecdet Jab No+ agg&�a lot Into dH CI)p av �_ Neeanre 3" 961ca Hd7°AKam m-8+6..0T� vednrel3 151- l9 ¢I VD .-7 L -ones(ght Info dH dL M 91 Measure slope 7�ce,60CD A; .Jr. Male l�i-33'�i'�i vert angle �i5-33—/F4 Her. 201.050 Hoz Angle c - tgyrrm • Irn-r ForeaigM Into dH Ot0 M A4' INDEX 222 S < ` M M?4ol 9Wo,,n a e-71000 m° oa uai°�o as1121e'MM se -23W 3105, ; o,H P S O M A M4 w Melrose Slope O1.gCja 77,' 718vert M& btal Station Traverse + /� Jab No. 17fteelZw of Prolecl No64A�yG— LLY Prepared by wt,e ak��I Date _Jld9� 7 Revierced by bem Date 0�4'1' 6] F ANo. occuNea M. No. • N Woo. a-rr, VIAVIVO-Vf06MA HI i. ZI E EL Bea sight RL Na k -r" a N De3c. SH E EL Gecdet Jab No+ agg&�a lot Into dH CI)p av �_ Neeanre 3" 961ca Hd7°AKam m-8+6..0T� vednrel3 151- l9 ¢I VD .-7 L -ones(ght Info dH dL M 91 Measure slope 7�ce,60CD A; .Jr. Male l�i-33'�i'�i vert angle �i5-33—/F4 Her. 201.050 Hoz Angle Fore3gight M. Na. c - tgyrrm • Irn-r ForeaigM Into dH Ot0 M A4' Measure slope Her. Angle Ili vedangle go-zz`4"1 Her. (/ Pill. Hoz. Angle or. Mole wiJ dH w Melrose Slope O1.gCja Her. Mole Fore3gight M. Na. IpI Mae,a Tni>. Im/1 S.H. Z 1c>1 ✓`l Jj{AL zreslght Info dH 01 do O4 Measure slope ') I4. Ui5 or. Mole FwwlgM Into dH w Melrose Slope O1.gCja Her. Mole 718vert M& $q-'59—[ H". 4 mjl Hot Male w �i.29i0 Nesight M No. IQ?, msc I^ tP S.H. "i1 iC 10) pJ[ r parr`. (",t 'fYaAHL7 h zreslght Info dH 01 do O4 Measure slope ') I4. Ui5 or. Mole y�,_W A- vert Anoo Jog -44, Her. —114.015 dl. Hoz Angle w — z.025 Raasigbtg ckJn dH Ibdinnlal Angle 'ofal Station Tnveme Job No. Zq(zl Z-0•�7�•��'J'T�l9hpAtt � of V� Poll by 06 It* Date 56-J Prged No, if jjA v mN rel ' '�y` n ewetl by it E'/v' Date x-10 4 /09 Tip zk�-T16 wa�r FWA No. OwupledMNo. *bPwol e N Desu HI l In E °ikseHfi i7{6=^ EL Backslght R. No. �T � N AIWyE 4 Al, SH VE EL Geodxt Job No. BacksIgM1 Info tlH dV Measure Slope Ha. Angle ve tMgte Hm. VD Vol e4l DOT 4 nrAc,� f C*(,-rv,6d3 ¢-VA `oreNgMlnfo dH _GillM QI Measure Stops or. Angle M5 -'Z4. CJ' VeM1 M91e qV. O(p Hp. Ae1. Hal Angle VD VVI Yr1N W fo-v�yi M..I LONG vaw ncvpnry Foreaigbt Info dM C— M o f Measure Slope Z Lf7 y. Hor. Angle 151 � 23.3g ver Arrele CIA- qa _ 2$ Hm. Adj. Hom Angle VD -0.095 Fonesigbt M. No. -fid 5; DBeu Fall dAil, 4A y VLDI OpjGC4ltAV l Wert% INDEX 223 Foreelgbt Into dH�_ M 0,0 ml Slope P S O M ARe N':,ea simm ,20.a,aen 29574nrl 9lWaael2Z aeea?°m re s.o'i7a`5 7 OaVro'eM W es�a,>soo iAOs 31� 7,00 l 'ofal Station Tnveme Job No. Zq(zl Z-0•�7�•��'J'T�l9hpAtt � of V� Poll by 06 It* Date 56-J Prged No, if jjA v mN rel ' '�y` n ewetl by it E'/v' Date x-10 4 /09 Tip zk�-T16 wa�r FWA No. OwupledMNo. *bPwol e N Desu HI l In E °ikseHfi i7{6=^ EL Backslght R. No. �T � N AIWyE 4 Al, SH VE EL Geodxt Job No. BacksIgM1 Info tlH dV Measure Slope Ha. Angle ve tMgte Hm. VD Vol e4l DOT 4 nrAc,� f C*(,-rv,6d3 ¢-VA `oreNgMlnfo dH _GillM QI Measure Stops or. Angle M5 -'Z4. CJ' VeM1 M91e qV. O(p Hp. Ae1. Hal Angle VD VVI Yr1N W fo-v�yi M..I LONG vaw ncvpnry Foreaigbt Info dM C— M o f Measure Slope Z Lf7 y. Hor. Angle 151 � 23.3g ver Arrele CIA- qa _ 2$ Hm. Adj. Hom Angle VD -0.095 Fonesigbt M. No. -fid 5; DBeu Fall dAil, 4A y VLDI OpjGC4ltAV l Wert% Foreelgbt Into dH�_ M 0,0 ml Slope t I� Hor. Angle �L_+3v-W, vert Mgta [o -Vo -'¢. Ha. iOri Adl, Hoz. Mde meelpM PI. No. Dees S.H. oesight Into tlH dV Measure Slope or. Male VeRMgle Hn. dl. Hoz. Angle w BaceseeglACtMck-In dH Horizontal Angle % 'otal Station Traverse ! .rte ^ ,n Jab No. (icpu 1(?% 17iBbeal "- of w ProleIX No. (� (✓1,ITVfii �45t'I Into C� -DI✓ —wei HI y(,b(ij ✓' EL Ba RsIgbt M. No, l�--)b, IV N SH �. b u✓E EL Geodat Job No. Preparecl by Yu[ I Date ✓ I Ramuna-ea by ISM Date"104ja MA No. g�.a aslgtt Into tlH t) -,3y_ EV ppm Measure Slope Hor. An01e �.. �� VMAn9b f6l - 360 a 41 Hw. w F IgM PL No. Z.17/ r Dee` ft>3` SR 5,0 �—^ M lwasignt Info tlH —4 mr Measure saps W04.0 .n. An910 7 -* 3 _U vemanoe GV-44._�4, Nor, *b. s Pdl. Hoz. Angle VD .o MLom VC 1 OU Foremglnmto aH D4- av 00 Messure saps Ha. Ange Z-j'jo_�yJ Vea Angle 001--74(0.-7 Hor. Ay. Hoz Angle vu 10 °�` �tr i Z C6�n^sa, Pt ✓7G S . S-0-1 L" ForesgMlnto tlH 00 tlV V Measure Saye % INDEX 224 P SO M A fry` '1 °m` i`neeii a Wmralze anmemo 91Wa2"me sAnLaxecav saaeobA mo.sn nnoo AMaI sbn*lAAW S:�sav waTA-3700 nnasmo 'otal Station Traverse ! .rte ^ ,n Jab No. (icpu 1(?% 17iBbeal "- of w ProleIX No. (� (✓1,ITVfii �45t'I Into C� -DI✓ —wei HI y(,b(ij ✓' EL Ba RsIgbt M. No, l�--)b, IV N SH �. b u✓E EL Geodat Job No. Preparecl by Yu[ I Date ✓ I Ramuna-ea by ISM Date"104ja MA No. g�.a aslgtt Into tlH t) -,3y_ EV ppm Measure Slope Hor. An01e �.. �� VMAn9b f6l - 360 a 41 Hw. w F IgM PL No. Z.17/ r Dee` ft>3` SR 5,0 �—^ M lwasignt Info tlH —4 mr Measure saps W04.0 .n. An910 7 -* 3 _U vemanoe GV-44._�4, Nor, *b. s Pdl. Hoz. Angle VD .o MLom VC 1 OU Foremglnmto aH D4- av 00 Messure saps Ha. Ange Z-j'jo_�yJ Vea Angle 001--74(0.-7 Hor. Ay. Hoz Angle vu %mght PL No. 10 °�` �tr i Z C6�n^sa, Pt ✓7G S . S-0-1 L" ForesgMlnto tlH 00 tlV V Measure Saye % r .Anse 174.ro1-31 VWAngga 91 -53 -oz VS,. 116 ASI. Hoz. Angle nv-s9-o6 van Am" 9z-04-zl No. 1.5L. l.96 +ai. Hm. Angle V° -L3.-1tim %mght PL No. 10 °�` �tr i Z C6�n^sa, Pt ✓7G S . S-0-1 L" W y)! W 7PAwM+ EL C{ fypl,! 11Th -amefg Unto dH 07Z W Qty Me sure Sipe VS,. 116 H .Anglu nv-s9-o6 van Am" 9z-04-zl No. 1.5L. l.96 +ai. Hm. Angle V° -L3.-1tim Peck ipbt Meca4n all Hadwrtal Angle Oaupec!Pt. No. � +�+y, N Desc HI 's OK L/f EL Bachsight N.No. evaa78 N Desc SH }j g6li L�E Y. - EL dat Jab No. Bacesight Ink dH dV Measure Slope Har. Moe VeMAnae Ha. w Foresight %. No. CA1 Deac. �' _. LZ� S.H. INDEX 225 -.o P S O M A +9 m m.sno eiinnauo 9167 a 1B Vi y7lw a �.nM77 a°v rs'9m �Ia a w Tv 'Nza°a 3t suTW `I otal Station Traverse Job No. Of Prepared by !/(tY r/T Dale Pvoea No. e.. KF1"yo 1-rw M1. Hoz Aigk Hedeaed by Dr M Dale 25 IP4 s' _315D>r Tiftla MA No. Oaupec!Pt. No. � +�+y, N Desc HI 's OK L/f EL Bachsight N.No. evaa78 N Desc SH }j g6li L�E Y. - EL dat Jab No. Bacesight Ink dH dV Measure Slope Har. Moe VeMAnae Ha. w Foresight %. No. CA1 Deac. �' _. LZ� S.H. W1 E t.o AsAa.Sy ,eras a Ytia^TM ",resightlnk dH IJi dV 452' Measure Slope Jr./ 4e rj(* 66 ved. Moe `-z5sl Nor. M1. Hoz Aigk VD _315D>r Foresight %. No, Desc. S.H. ForesightlMo dH M Measm sluts Now. Mae VedAgle Hof. Adf. Hoz, Ngk VD Foresight M No. 308C. S.H. _.. ForeelghtlNo dH dV Measure slope Hor. Mole Ved Ngle MM, MI. Hoc Mae w reslpht Ft No. Dau. S.H. resiad info dH w Measure sloop r. "is ved Mgle tbr. j. Hoz. Anoe w eadalghtC a -In dH NO Hodmngl Mgk Al INDEX 226 P S O M A S6,FH;; DM4elaese 951RVe 91&eNrllep 916 nb s lo70k sty WM76 W mlmL wfta Tnss� 3(0 310�L Oo ,y - s,�ma.,, r,ao ao,a,na,,, eao a,o .'otal Station Traverse Pro)eG No. l/Fit'l1Ta 7A a�C—✓'r iT Me C4:� "Tm - GtdS Prepared N/fWt�M�f Dae Jd& 6I Reviewed by YL'M Done 2 f FWA No. occuoea PL No. N Dmc _ 96i� ✓JAN:' E:t%a1t- HI r✓.1� t E �V k -i (A9 �jY✓ EL Bam(slmll PL Nr, 50'�'IL N Hest sH 4.9 5 ✓ E €?" EL Georlat Job No. Ba thio dH atm w measure H D..an%6E1 v�Mgle 4,l- �,� VD ForesiahtKNo. — Deems "" l pTty r,01 -vesightln% dH 6-7 w a0p wasure a" WP, elJ .ar.MgIn Z-57�4ryi ven.Angle 61-77, 38 Her. IGD-ta41Sr mi. t . Angie _ vD -164-5s RresIgM1YR No. VD"1 De^^ 17rw,Vmr/� btsiei W.- S.H. ,(t1 tx S td Foresight Into dH u, aV o I Neaee Foreeight Into an 61 w O Z Heasurs sbge 774. SOS Her. Angie "la p vanAngia 931335 Her. zl— 3'70 MI.Hoz. Angie VD —IS.44 Foresight M No.Oaae� S.H. �9I4`/ Ll/ 101 tx S td Foresight Into dH u, aV o I Neaee S" giL7.6 Her. Angle M I"�/7'I I`I fj Ven Aogie 93 n2-EJf( Hef• ZC MI, Hoi. Mme `r°—31•/.Zri HeaBMR.No. 756-1 Deec +j S.H. �i -1, L� imI Ps.rtf eoa7 PL Lt aesightlnb dH dV 6'?i M1aasure S" 1e44,4dYi or. Angle 1 � Ven erge �-p>j-a7 Hor. �44h ^7Jj� tll. Hoz. Angle' VD _2 Bacrepn Check -In dH Dpi Her2nmal Anme vm PEEJE[t wows SURVEY N C I- /. rou Par Note` co�"Vgv PoYER C LU41�BNAi' T ' WokCa.L�CiWi2 SW E Eu+rcr he 1 q5 ,1 ,LwZ,a�MAYMER INDEX 227 c o FB NIF1[Y p[1r CCYO OOWtY F Rp. . l 10(1 KFSF SO$ tDPO n:VOUOE, CNfORNW MOP INDEX 228 e. M... w+WWy+e..,. •.:sbxrw�r..;Y-... ��.„,u,ouu.,. !6F'AU c GBfNfFok & E T ' $ATA COLIEdTWN SHEET wow S-oZAs•iN+vn we .wZ+F_stc�e l ov fuVEY OAOTY i .1•P91 NEr /' WEA IXFIIGaa4 ^. orE oiTI p� FLE "- - LTAT0 TO mn iNwY [(yY )/µ WIMY#ONOIOTM.iM4 OO}N(R... IO" WFCf )DX qP0 XIV UM, CYrOM t&o: og At =7 — — — — — — 4 1 u D f W S L, 5 INDEX 229 IWEp6HlE G6UMPK��R � _ . ' 6ATR T Olt ANENT .J •.. Co"EO eanru �iH roN Kir rH C�.Z/5 par Hord ml 154 W O Ma Mvsr w 4,451 vw L5. Vw fit14 {, .. SMVTY PAM W[AymsoNf, PteNY. STAT g�Sp� TO I0� o ZSR io l R MWY pB, [IW (pyry1Y„MNN[MMMy iNM1F- N[IiHrliry{P MI W{K[ lox "a MHRUL [4/pMu taw F INDEX 230 FMIE RIVERSIDE COUNTY SURVEYOR DINNED e••,LY DATA COLLECTION SHEET PROJECT �iI/ A%//// /Off (�C1- -Yo 5) EB Pa�'�2 WO No 14 ��l"4 SURVEY No TWA 7e; RG SEC IO BOND l SURVEY PARTY �'��//%/£T f�R.=/ WEATHER - of f 5%i'Ga9c DACE FEE •Ve-,Zl STATIONING TO OCCUREDATT. NO, 4j DESCRIPTION N / 3'S MBTMI J Y CUL- -J r COORDS. N. Z/(e2 S6?, /, 4(¢Z E. <c ZSR$ 36,o•ZELEv. / Oo- 553 BA[KSGM Pi. T DESCRIPTION I- /^ n ,F• IV f BE MI �9Z -"v,e �' * rf n COORDS.N Z/GG'S9Z-JJlg E.GZS%ELEV. BACKSIGHT AZIMUTH BERM (%',fa'0Q END NORMAL ROU H,L 92 %j Qf FAST AT y' O G DESCRIPTION LAST PT.�6Q DESCRIPTION �•F -. p NOTES: LIST ANY NEW CODES ADDED. HI'S CHANCED OR TO BE. CHANGED. PI'S TO BE DELETED. BATTERY CHANGED. AT WHAT PT.NO, ANY TURNING OFF AM ON WITMWT COLLEC71M DATA. ADDITIONAL MSCRIPTIONS TO BE ADDED IN OR CHANGEO,ETC. FILL OUT A NEW DATA COLLECTION SHEET FOR EACH SETUP. C [/ fir0 00 76 rl 0.0 $ - DEPT 2/96 COOKY ADMNSTRATIVE CENTER 4080 LEMON AT P09 OFEE:E BOY 1090 RIVERSIDE, CrtiORNIA 92502 INDEX 231 OFTCE LV RIVERSIDE COUNTY SURVEYOR DATA COLLECTION SHEET \ �. ED PROJECT / / ✓ �fF//� &� / z/� Z L o l0 / PB '29, PG. oz W.O. No, AZ�zv4 ELRVEY No �TWPZi R4 LBECRHO l- SLRVEY PARTY /'///Ls/£il. L�GK�/i WEATHER C DATE PLE'L�Y/�� /lsi n.N/ fn>b*o<crt 9 STATIONING TO i OCCUPIED PT.NO YS DES TgX P Sj/ ` INGT,HI. / 3i '/G CUL - C -J f COORDS, R, Z/60 S&7- if lsF2 E. (LZS%E 36,0zELEV. BACMSIGHT PT, -5 OESCRIPTION/C/� / dlJr i " COORDS, N. Z/-PS13 E.IiZS%4,8O.2;/PiI ELEV. .G?'% BACNSIGMT AZIMUTH// BEGIN (J `_Qp �7p " ESD NORMAL ROD H.I. Af 92 nj Q % 4, 1 FIRST PT.�S' 6 G DESCOPTON /�// %/ 17 LAST PT. /p/Q DESCRIPTION 19lvy p ' NOTES: LIST ANY NEW CODES ADDED. NLS CHANCED OR TOM CHANGED, PT'S TO BE DELETED. BATTERY CNANBEO. AT WHAT PT.NO,ANY TURNING OFF AND ON WITHOUT COLLECTING DATA. ADDITIONAL DESCRIPTIONS TO BE ADDED O OR CHANGEO,ETC. FILL OUT A NEW DATA COLLECTION SHEET FOR EACH SETUP. �1717 lo 11211of 27 74777g g. 427 717�17- foo +Y ir�L-i 5%0 _ Ilrra.L2 ,L SURVEY DEPT 2196 COUNTY ADHXSTRATME CEMER 4080 LEMON ST. POST 6F6E BOX IM RIVERSIDE. CALIFORNIA 9EW ( /Nroti' ®or INDEX 232 laIFRBIDE CGUW*9URqEVaR•M�� " `w"`.. wme r, DATA CCLLEOM "0 LOJFII G L //✓Ta ..� KF / wow fit-49269'tmvEY Mef T'M GSPP ✓stt� wo —"� SMVEY P"TY NiL111F11 Go0[� C(o✓I D1T( 2 /L ELE__ - wf. rsr [TLTMMW to ru my [[Er [M CMAWY-l:[Mr�.. q�Slb7 � Sial P°+ Yao�€ p5 � reTT e•rc[ wr ro[e nTsaa. [urpwP [ne> VV�JJ ®trJ iµ �° 60 �soN L�fAt� go C t „vrow Por Noc/ INDEX 233 RH'ERBR/E LL#tT k $ E T waAa.. 9ATA COLCECAOk 6fE-ET 2lCJF.LI C C /N. f2 wow. Aa—oz C% EIAYE. w »+Zw4AWEEo36 ••o WEYEY PUTT t-` _ WEIENER �•. ' G&EvpY pA�/O 21 •iLE-[L/N/O k6A fN �TST STATMIM Tp SWKY Mev 1/M fIW111•YMM{II - " 0 Vol...-MM.yMy1FH FOIT 6f[F Box w mwft . CNvmN MOT C Ll NrO/ POT 1/,Nr R DTA DATACOLLECT" $EtT W O MB AZ -O26Y klgvEr W EUIVEv PARTY / 'o OMIFr Mv. )m aw'...x sl pAIrt PFMEM... -NN INDEX 234 fY3Et Rr P9�_�__ .u<�PO_SEC MUO _WEA MEP ETATMMAW TO— P%1 6f[I Rk WHO kwas E. C4YYWl. IAO) tRcact l_ W014 p� $Any FUF.. �., FLE <Li✓n INDEX 235 lFM-R - rtT TIOBH AIIEET Par Ha/i N/ ) C ELw �`�" EEC St 4.p "AFRFR 0-� Eia94WM $MAI FAV )m COAty .Y Tqh -M Mfifsk-NIMfMMN F011 WFFF W. MO Mwasm Czraz FRO)