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909b_grF IC \ DON \ TO TA L \ SHER—SUB. DGN 01 Q EASEMENT FOR PUBLIC UTILITIES IN FAVOR OF SOUTHERN CALIFORNIA PUE EDISON COMPANY PER DOCUMENT RECORDED JANUARY 20. 1949. IN BOOK 1<<11-41-581 1045. PAGE 424. O.R.. RIVERSIDE COUNTY, CALIFORNIA. Q EASEMENT FOR PUBLIC UTILITIES IN FAVOR OF SOUTHERN CALIFORNIA PUE EDISON COMPANY PER DOCUMENT RECORDED JANUARY 14. 1954. IN BOOK 1543, PAGE 364, O.R., RIVERSIDE COUNTY. CALIFORNIA. A3 EASEMENT FOR PUBLIC UTILITIES IN FAVOR OF SOUTHERN CALIFORNIA PUE EDISON COMPANY PER DOCUMENT RECORDED JANUARY 14, 1954. IN BOOK HILL 1543, PAGE 365, O.R., RIVERSIDE COUNTY. CALIFORNIA. U EASEMENT FOR ROAD AND INCIDENTAL PURPOSES IN FAVOR OF THE STATE FOUND 3,4" I.P. DN. 0.6', W/RCFC PLASTIC PLUG, OF CALIFORNIA PER DOCUMENT RECORDED FEBRUARY 9, 1965 IN BOOK 3920. PAGE 46. O.R.. RIVERSIDE COUNTY, CALIFORNIA. 55 EASEMENT FOR DRAINAGE PURPOSES WITH RIGHT OF INGRESS AND EGRESS INDICATES IN FAVOR OF THE STATE OF CALIFORNIA PER DEED RECORDED MAY 2. 1973 AS INSTRUMENT NUMBER 56605, O.R. RIVERSIDE COUNTY, CALIFORNIA. A6 EASEMENT FOR UNDERGROUND STORM DRAIN. INCLUDING RIGHTS OF R}} INGRESS AND EGRESS IN FAVOR OF RIVERSIDE COUNTY FLOOD CONTROL RECORD DATA PER BOOK 3920, PG'S. 46 & 47. AND WATER CONSERVATION DISTRICT PER DOCUMENT RECORDED SEPTEMBER 23. 1982 AS INSTRUMENT NUMBER 164312 O.R., RIVERSIDE COUNTY. CALIFORNIA. A EASEMENT FOR UNDERGROUND STORM DRAIN, INCLUDING RIGHTS OF I TE INGRESS AND EGRESS IN FAVOR OF RIVERSIDE COUNTY FLOOD CONTROL INDICATES AND WATER CONSERVATION DISTRICT PER DOCUMENT RECORDED SEPTEMBER 23. 1982 AS INSTRUMENT NUMBER 164320 Q.R., RIVERSIDE KoGRAN COUNTY, CALIFORNIA. A EASEMENT FOR DRAINAGE PURPOSES IN FAVOR OF THE PUBLIC AS SHOWN INDICATES ON PARCEL MAP NUMBER 24710. FILED IN BOOK 186. PAGES 45 THROUGH 47. INCLUSIVE. OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. 09 EASEMENT FOR UNDERGROUND STORM DRAIN. INCLUDING RIGHTS OF z INGRESS AND EGRESS IN FAVOR OF RIVERSIDE COUNTY FLOOD CONTROL SITE p�, AND WATER CONSERVATION DISTRICT PER DOCUMENT RECORDED AUGUST 3. 1981 AS INSTRUMENT NUMBER 146212. O.R.. RIVERSIDE COUNTY, CALIFORNIA. Q � OVERHEAD TELEPHONE/CABLE TELEVISION LINES IC \ DON \ TO TA L \ SHER—SUB. DGN ---CURVE DATA --- 01 1 i r% I I r l A r% A A 11 1 1 t I TANGENT I LENGTH 1 1<<11-41-581 70.00' F! f\ 1\ 1 1 1 14.29'>> PM 186/45-47, UNLESS OTHERWISE NOTED INDICATES FOUND 1" I.P. FLUSH, W/LS6154 TAG. GRAN 1 TE HILL 9 J, yL aF �yG oo F�G� << � FOUND 3,4" I.P. DN. 0.6', W/RCFC PLASTIC PLUG, PER PM 186/45-47 DRIVE {) INDICATES TO ONTARIOHUNT AVE, R}} INDICATES RECORD DATA PER BOOK 3920, PG'S. 46 & 47. OF OFFICIAL RECORDS II INDICATES RECORD DATA PER RS 22/5 I TE [[77 INDICATES RECORD DATA PER INST.NO. 56605, REC. 5-2-1973 [[[7]7 KoGRAN RECORD DATA PER INST.NO. 146212, REC. 8-3-1981 < > INDICATES RECORD DATA PER INST.NO. 164312, REC. 9-23-1982 HILL DRIVE INDICATES RECORD DATA PER INST.NO. 164320, REC. 9-23-1982 z PWR SITE p�, OVERHEAD POWER LINES T/C Q � OVERHEAD TELEPHONE/CABLE TELEVISION LINES ti � o C&G INDICATES MISSION 500 ± PUE BOULEVARD PUBLIC UTILITY EASEMENT uj w INDICATES uiw zui FL INDICATES n 'a >-C) EDGE OF PAVEMENT WF INDICATES WATER FAUCET cr o �'fss V C) Y m + A �-- INDICATES GUY WIRE ANCHOR �LLLI bo RESTRICTED ACCESS -------- INDICATES RFFT -- - - - - INDICATES � ctLS4P� c�'t��� INDICATES CONCRETE INDICATES 30" DIA. PALM TREE BASIS OF BEARINGS: THE Q MISSION BOULEVARD. BETWEEN KATHY AVENUE AND FORMOSA AVENUE. m6kp N 89-26-30 E. PER PM 186/45-47. BENCH MARK: NOT 9 09QLE FOUND BRASS DISK IN CONCRETE COLLAR MARKED ML -47-1. ---CURVE DATA --- 01 I RADIUS I TANGENT I LENGTH 1 1<<11-41-581 70.00' 1 ----- 1 14.29'>> ST.HWY.60 S'LY R/W LINE v' � • co & , << CONCRETE DRAINAGE CHANNEL v r N. T. S. I CHAIN ��t• ([33.00`]] - (N 82-08-58 W) U-0 LINK FENCE 6' RIGH / lrQ.'-rr--- ST.HWY.60 S'LY R/W LINE —�:— CHAIN LINK F [((N 89-2PUE 4-36 E)) ENCE 6HIGH O82-08-58 W)((N 8q -q9 _ [[33.36`11 _ ((N 89-24-36 E)) — — ((N 89-24-36 E)) c (150.. c)5 �► $4=40=03 w� )- — 1 PUE fV�ET AI ], m� v� L ST, AA DF�IDO NOTES: THE UTILITY LINES SHOWN HEREON ARE LOCATED FROM RECORDS OBTAINED FROM UTILITY COMPANIES AS OF THE DATE ON THIS MAP AND ARE APPROXIMATE IN LOCATION. THE OVERHEAD UTILITY LINES ARE THE ONLY UTILITY LINES LOCATED BY THIS FIELD SURVEY. 909-B coil'='JL�i V I��lJlrst—� UVI`jJ U IS�'Jo • INDICATES FOUND 2" I.P. W/LS 6154 TAG. FLUSH. PER PM 186/45-47, UNLESS OTHERWISE NOTED INDICATES FOUND 1" I.P. FLUSH, W/LS6154 TAG. PER PM 186/45-47 ■ INDICATES FOUND 3,4" I.P. DN. 0.6', W/RCFC PLASTIC PLUG, PER PM 186/45-47 {) INDICATES RECORD d MEASURED DATA PER PM 186/45-47, UNLESS OTHERWISE NOTED R}} INDICATES RECORD DATA PER BOOK 3920, PG'S. 46 & 47. OF OFFICIAL RECORDS II INDICATES RECORD DATA PER RS 22/5 [[77 INDICATES RECORD DATA PER INST.NO. 56605, REC. 5-2-1973 [[[7]7 INDICATES RECORD DATA PER INST.NO. 146212, REC. 8-3-1981 < > INDICATES RECORD DATA PER INST.NO. 164312, REC. 9-23-1982 <0> INDICATES RECORD DATA PER INST.NO. 164320, REC. 9-23-1982 PWR INDICATES OVERHEAD POWER LINES T/C INDICATES OVERHEAD TELEPHONE/CABLE TELEVISION LINES C&G INDICATES CURB & GUTTER PUE INDICATES PUBLIC UTILITY EASEMENT R/W INDICATES STREET RIGHT OF WAY FL INDICATES FLOW LINE EP INDICATES EDGE OF PAVEMENT WF INDICATES WATER FAUCET RCFC INDICATES RIVERSIDE COUNTY FLOOD CONTROL — — — INDICATES APPROXIMATE LOCATION OF UNDERGROUND UTILITIES �-- INDICATES GUY WIRE ANCHOR �LLLI INDICATES RESTRICTED ACCESS -------- INDICATES OVERHEAD UTILITY LINES AS NOTED -- - - - - INDICATES FENCE LINE AS NOTED INDICATES CONCRETE INDICATES 30" DIA. PALM TREE BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF MISSION BOULEVARD. BETWEEN KATHY AVENUE AND FORMOSA AVENUE. BEING N 89-26-30 E. PER PM 186/45-47. BENCH MARK: ML -47-1: FOUND BRASS DISK IN CONCRETE COLLAR MARKED ML -47-1. RESET 1965 AT SOUTHEAST CORNER OF TYROLITE STREET AND MISSION BOULEVARD, 2 FEET NORTH OF A 5 FOOT HIGH CHAIN LINK FENCE. ELEV: 827.43' NOTES: THE UTILITY LINES SHOWN HEREON ARE LOCATED FROM RECORDS OBTAINED FROM UTILITY COMPANIES AS OF THE DATE ON THIS MAP AND ARE APPROXIMATE IN LOCATION. THE OVERHEAD UTILITY LINES ARE THE ONLY UTILITY LINES LOCATED BY THIS FIELD SURVEY. 909-B 160 120 Q) LL; STATE HtiyY 1 X57.61, 60 t lt"OVE ANT)IDENTICAL POINT_ 82-08-58 W 4 = 01-05 -01-� -�- ---CURVE DATA --- DELTA RADIUS TANGENT LENGTH 1 (40-42-16 100.00' ----- 71,04') [[[52-19-48 90-00' ----- ©= 03-50-39 _ R = 1250n. 00 �� w PER CAL TRANS R W5 MA* 00, L L = 236.43' = 838.6?, w w PS 914082-919085 28$•95 co o 82-0$-58 Oli Lu Q TATE HW Y60t IQvENr co v> 3 f co ( N 82-08-58 W 94 0 X ST.H1NY.60 S'LY R/W LINE -�- - 5 % 942.20 TOP �' i ii, ! ~- _ - i 942.17 TDP z " { �- -- ` 010H r` ,` i I �r936.58 FL 40 HEADWALLS = io riO 30 942.18 TOP Q Q SCALE: t" = 40' 20 I � 9Ya 5_ F� o �, 17 �j10` 0, , ' _ / /J TOP ! 6 1 10 � (8. ( 4- 40 I z POWER POLE #1990538E N 05 4- 4 )`ice �' �` t �� - -- CH CE BARB WIRE % �, 0 1 1 l 1 1 1 \ 1. `' �, �t `� Abt1 �7 I0-g(}#TGI I 1 FENCE I I I o APN 174-160-004-9 C> / Q ! FD.21/2 BRASS CAP, STAMPED "FORESTRY" LS3137. DN. 1.5'. PER PM 186/45-47 ! r N e r "%`�- F- z / FENCE 6' HIGH \ \ p q l 1 h! f O- -1- r 1 A e\ -1- r `\ Oz p ! h l ! 1 I O W - 88.40' \ l i co 31: ; �4 APN 174-160-008-3 ko i CD Ij APN 174-180-009-6 Q CD I PUE Z I II .I POWER POLE. NO NUMBER 1 , � P II I i - 90.00' > ♦- t ' (50.02' ] - N $9-1s-00 W < L = ' _ o 0- 1149.4l'] ; N 89-16-00 w --� 49.41 - ! 20.00' � I �. o Ln w 3 w I 1 I _ s i ! I 'I GH 1 ► . c _ c _ i %: I APN 174-160-005-0 f LCI 8 WOOD FENCE --------- •�z A_P_ ��180-007-4 I Go I f 6,\ � f , _Lu PUE PUE PUE `j (\30 •7 -6 "SEER- (79. 1' ) 1 (N 4 -57-I10 E) cn 8 W 1,) EjTN�TR(1A A TOTA� T' A 11 EA 07;33 U'3• 9.x35 AC ES I 0 (7 5.56' ) 323.36' (3 3.6 ) rh �� 1 /► H X i 1 L } 1 �I APN '1-7,4-180-o0-6 __ _ _ q0 }� 15 .�5\ '� - 33.33`- I - - _• 00 4 N27-41-38EN 82 3 11 r I(N 4-4g W)) - _ _ - - / 8-58 W) 9.9 / �I ST.HWY.60 S'LY R/W LINE - .22` ((N $9-24-36 t�)_\` 1150.00` N 84- _-- - - \\ .0i')' PUE 35 � \mom, a + 1 42" DIA PEPPER TREE N 82-08-58 W _ - �, 0000, o .' �' s H UR j �_ BILLBOARD SIGN �I s [ TAB - , `-GUY ANCHOR i /STEEL PASTS 8 SIGN (COMMERCIAL) < A = 81-54-39� ` `'� ELE . p �', POWER POLE #773 i �\ 0 E � �Q�� < R�-fie: oo' > o 0 0 < L = 100.'07'> 3 I o i ^o 0 i 74-180-004-1 � N Q r N i% 1 . . WN 174 r 39. 1 " (40. `) C z o ♦ N r ro I Q) cI? N I p N p O O N Q ` C) z oo Q I v LLJ o I m rn kj ` > m a� o_ v o C> CL o 0 C) N N I c�0 pC3 s z FD.2" I.P. W/LS 6154 TAG. FL-, PER ac I , PM 186/45-47. MON. LIES N 00-39-30 W, 3 \\ 0.58' OF TRUE POSITION N I PUE F 1 " I.P. � 0.2' I N� ONC . E SE , I t. FLU BOTH T'iPPED SW Y. PER', .2" I.P./LS 61� PM 1 45-47 TA DN -0-51 _' ER - PM 86 . NO NUMBER � � g POWER POLE o ` \ 1 POWER POL, #158124\1E 1 GUY ANCHOR WATER METER o GAS VALVE -- _ R/W --------- •------PWR--------- 945.35 --- -- - - �---- � - - - -" _ - - - - - - - 12v WATER - - - - - - - LA - o GUARD POST 4" DIA ------��= 8"GAS r ' - 8 GAS - - - - _N&TF2-VAL]IES � �. - � - 74A14ii0LE $ "GAS -- r, '- - � " ��, �� N 89-26-30 E l - \\ 97T " ` \ - - o o \�- \ - - " j -------- �b SEWER�c -fi _. - SEWER - 4 FD. SPIKE. PUNCHED, - 3 ~' C&G EP ON. 0.3' PER PM 186/45-47. w10 (NOTED AS 0.46' N'LY) w R/W R/W R/W -•R/W-- F N Go LIP 906.90 v co gI I I I o c" a Z I GUARD POST 4'm' DIA F L 906. $4 c . `° `" ~ /O I N in a I WATER VALVE TOP 907.40 m m m I /OOH I 0lZ I o v z LIP 903.7$ I '� - kn � N w I FIRE HYDRANT o) 'op I JOo, I w o a 3 C) ar I FL 903.6$ I) -- TOP 904.24 0 f 3 GUARD POST 4" DIA I �� I ^z I J fn 1 ac W `� I �� l a coo Ir a ( f y fl APN 183-041-009-5 i II �3 APN 183-042-007-3 I E,f fI w COUNTY OF RIVERSIDE x Il 3 TRANSPORTATION DEPART A r N�p DAVID E. BARNHART. DIRECTOR A / I 1 1 L / `/ 1 / , - t 3 COUNTY SURVEYOR DIVISION DAVID E. BARNHART, INTERIh n I CD APPROVED: 1 DATE: .NtTOTAL \SHER-SUB.DGN .29' (341.94'? r N ,N 1 1 ♦ I L 4PN-1?4._180-011-7 FD. 2" I.P. . -FL, . W/LS6154 I �,� r rn MQ FD. 2" I . P. W/LS } z - - AG. DN.0.5` . PER TAG PER PM 186/45-47 ` �t I N _ � __ �.� j.� Q Lu 0 C) 0 P 6L45`47 \� '�3 !I o cc i ; ' STRUCTURE { CkATN'�K ", �O ° 10` PER ?NST. NO. 195121. - -� GUY- NCHOR Q a a o �'le cr FENCE REC. 9-6-1984 IN ID I RT` W (N 89-26-30 E) - 00 r 39. 7' _ R/W zzzr/�If - o ti o �t 60 o i - - 1WAY VE i - --PWR --------------------------__ � 33- 141 - -( 337 , 38 ) - - - = -'- I125.00 - - - --_-- -PWR ------ - -- - -- ---- -, ' ]_ P 920.76 TOPo - - - 12 "WATER C) _.- __ --- - -- - -- - P �!--- - ---•------------- - -- ------ �- , , - - - - 920.27 FL - In �, Q- - - - 2� -moo-�ULEVARD - ~� - 9� -549.89' N 89-26-30 E- - '��- X158.35 `) oM1 �O- ( N 89-26-30 E }- °�- m _ - 4 � � � - --�-•--- � �. � � � � I` `:' - .- - - - - fi "SEWER- - - -I� I N - _ - +-` ---- m " - 920.62 - . -a ' - N - 6 SEWER- - '-b m - - - Ln v o - Tcr6"SEWER- - - - - -c" - 6 S Q W E E l EP �9 In EP P a, E P Z m o fi'T -R/W- N /W- R/W R/W I f a R/W 91R/W I I ! I �',9 I cr w Ln <t a Q 1 c0 w �a- 4_ I a x � m w I I cn I h � a � �,_ �¢ 3 N �_��� m ^� I Z o w I / M U O U J .t4 W W / LO N ( o0ti I Q o> Q Ii f a �' , `� �; a o`` I a M ,o�. O cr O c o ( / I rrs z 3; m I _ O I >- cv w I I o LO a'� I APN 183-041-001-4 r z cn y( cD W w w � � 1< P I #t I O tD w cr C5 Nom: m w I Q II of # a`nocro p� a 1 C) a 00 I oc• I U �/� I W ,5/ I o (L la © CD f m 3 Z J 3 a ,O 3 I o 3 10 J I -1 m o I W I z 6, cr a- � Q a �� ► , r ♦ I ` a a oc IVI h< ! I <GO 1 Q� O V LL_ Q O Q� Q Z3 w 1 1 L/ L_ a 1 I �u V) CD v Q r ,1 N %ff nw slow r N e r "%`�- F- z CHAIN LINK FENCE 6' HIGH \ \ p q l 1 h! -1- r 1 A e\ -1- r `\ Oz p ! h l ! 1 I O W - 88.40' \ \ �' � ' � APN 174-180-009-6 h{ r i < 1 3S I 90.00' > (50.02' ] - N $9-1s-00 W < L = ' _ o 0- 1149.4l'] ; N 89-16-00 w --� 49.41 - ! 20.00' � 558-3 -17a i ! WROUGHT I-� R-0- ��HAIN LINK J� GH 1 ► . c _ c _ i %: 8 WOOD FENCE --------- •�z A_P_ ��180-007-4 _Lu ISI ♦ 1 ♦ 1 1 1 1 1 . 'j,w I3 . _ U 1 t / c_ 1 / 1 ♦♦ ♦i ao (� o, 3 1, ILLJ`s ; CKEN 1' COOP z z I f z S , HA I N LINK w �, w : FENCE-� , w Li W Z s I 1 ��v �Ln � .a Z,O z. o �? O m \ 1 O3: Z W _ N WF ,D A Lr - = N o rr 1$ ELM ' ` � '` o , f` - I , DIA YPRE S` .. AS VALVES z \-1-� �/ ,� N I '•. ;. , ' , - POWER #773014E - - - OBD - - NCE i CJ'�t� , 'A�,- N 40G WIR w N �\Y ANCHOR / F El C N -FOOD slie7 rip CL0, FD. 2" I.P. . -FL, . W/LS6154 I �,� r rn MQ FD. 2" I . P. W/LS } z - - AG. DN.0.5` . PER TAG PER PM 186/45-47 ` �t I N _ � __ �.� j.� Q Lu 0 C) 0 P 6L45`47 \� '�3 !I o cc i ; ' STRUCTURE { CkATN'�K ", �O ° 10` PER ?NST. NO. 195121. - -� GUY- NCHOR Q a a o �'le cr FENCE REC. 9-6-1984 IN ID I RT` W (N 89-26-30 E) - 00 r 39. 7' _ R/W zzzr/�If - o ti o �t 60 o i - - 1WAY VE i - --PWR --------------------------__ � 33- 141 - -( 337 , 38 ) - - - = -'- I125.00 - - - --_-- -PWR ------ - -- - -- ---- -, ' ]_ P 920.76 TOPo - - - 12 "WATER C) _.- __ --- - -- - -- - P �!--- - ---•------------- - -- ------ �- , , - - - - 920.27 FL - In �, Q- - - - 2� -moo-�ULEVARD - ~� - 9� -549.89' N 89-26-30 E- - '��- X158.35 `) oM1 �O- ( N 89-26-30 E }- °�- m _ - 4 � � � - --�-•--- � �. � � � � I` `:' - .- - - - - fi "SEWER- - - -I� I N - _ - +-` ---- m " - 920.62 - . -a ' - N - 6 SEWER- - '-b m - - - Ln v o - Tcr6"SEWER- - - - - -c" - 6 S Q W E E l EP �9 In EP P a, E P Z m o fi'T -R/W- N /W- R/W R/W I f a R/W 91R/W I I ! I �',9 I cr w Ln <t a Q 1 c0 w �a- 4_ I a x � m w I I cn I h � a � �,_ �¢ 3 N �_��� m ^� I Z o w I / M U O U J .t4 W W / LO N ( o0ti I Q o> Q Ii f a �' , `� �; a o`` I a M ,o�. O cr O c o ( / I rrs z 3; m I _ O I >- cv w I I o LO a'� I APN 183-041-001-4 r z cn y( cD W w w � � 1< P I #t I O tD w cr C5 Nom: m w I Q II of # a`nocro p� a 1 C) a 00 I oc• I U �/� I W ,5/ I o (L la © CD f m 3 Z J 3 a ,O 3 I o 3 10 J I -1 m o I W I z 6, cr a- � Q a �� ► , r ♦ I ` a a oc IVI h< ! I <GO 1 Q� O V LL_ Q O Q� Q Z3 w 1 1 L/ L_ a 1 I �u V) CD v Q r ,1 N %ff nw slow