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rs146_024-024ao�V -o�a46a5 a FAIL ..a 9 , GRAPHIC SCALE IN THE CITY OF PALM SPRINGS OF THE COUNTY OF RIVERSIDE., STATE OF CALIFORNIA SHEET 1 OF � SHEET150 0 75 150 300 600 ( IN FEET 1 inch = 150 ft. BASIS OF BEARINGS: A PORTION OF BLOCK 24 PER BOOK COUNTY BEING A PORTION OF LOT 7 10 OF RECORD OF SURVEY AT PAGE EAST ONE QUARTER OF SECTION 15, BASIS OF BEARINGS IS N00'14'00"W PER PM 93/8-9 THE CENTERLINE OF INDIAN AVENUE. FEIRO ENGINEERING., INC. d (NORTH STREET) OR, CL W. ALEJO ROAD O 0 FD. 3 4 "I. P. & TAG "CPS" AT SEC. COR. FD. GLO BRASS CAP IN O N.0.6 A T HANDWELL, DN. 0,6 , PER PM 93/8-9 ad IN HANDWELL, D :5CL INTERSECTIONS, USED FOR ESTABLISHED INTERSECTION RECORD 0o LINE ONLY N89'43'31 "E879.14' DISTANCE PER PM 93/8-9 - ) Z I _ N89'43'31 "E 374.86' (374.86') 10111 II-IIII. 330.43(330.43' 643 90.5)T 15 14 SFN ' ) SFN I N89'50'20 "E 290.59' -; 37.10 I w I o ei I ca J �Ln © N I� I t, N oo -c ^I Zs w Q oO M N N Q o ceIIIIIIII x 5� Ln -4 IN v =�' p At Cn Q:,- 915 M ? 4 0 O o LOT 5 !Ajz I zo N - ------ - ft C39 N89 49 46 E Z 0 37.90 LOT 6 Cs o I� �8.00)._ L&T LS 4152 N WITNESS CORNER ` ' PER PM 93,/87 92.00 w w w o LOT 7 0 o o N I to G c Oj O �� o BLDG, z Q� z 50 Q w oC.5 I N •� LOT 8 Ln o LOT 9LO LO 0 FD. 1/2" I.P. & TAG LS 4152 � ' � - ,� o (145.25'] 745.25] 46.60' DN. 1.0", IN HANDWELL MONU- � _I= _ � 'V*_ �gs_y5'�745_25' ` 1 MENT PER PM 93/8-9N89.50'00"E 290.50' - „ _ 330.51 (330.52) 377.16' (377.18') N89"50"00"t 707.67' (707.70') SON STREET) CL W. AMADO ROAD FD. 3/4'" I.P. AND TAG, LS 4152, FD COPPERWELD MONUMENT DN. D.s; IN HANDWELL MONUMENT STAMPED LS 4152, FLUSH, PER PM 93/8-9 PER PM 93/8-9 9 OF MAPS, AT PAGE 432 RECORDS OF SAN DIEGO AND THE NORTH 50' OF LOT 9 AS SHOWN IN BOOK 95 RECORDS OF RIVERSIDE COUNTY IN THE NORTH— T4S R4E SBM APRIL — JUL Y 2015 NU 36ALL i / I... LO iV \ 6�J o Z'07"E 50 2 N89 .50 � t "a.. W10.87' 10.00 :5 (j 4 L2 �J R/W L3 N00'08 02 W 140;FRIW,-- L4 I BUILDING 52.18' NO SCALE -' ; N � 2 10 N89 '5 0'07"E 2 .43 I N89'050"07'E ,.- OUTSIDE FACE l `JOF BUILDING100 / W J ; � 2' If N89`50 `07"E * � N$ ncTA►r n © OUTSIDE FACE LOT 6 © OF BUILDING w Z � O n rTA ► r "A " � " !f SEE DETAIL A N N NU 36ALL i / I... LO iV \ 6�J o Z'07"E 50 2 N89 .50 � t "a.. W10.87' 10.00 :5 (j 4 L2 �J R/W L3 N00'08 02 W 40.16' L4 I DETAIL "C" 52.18' NO SCALE -' ; N � 2 10 � 50' L2 � R/W L3 N00'08 02 W 40.16' L4 I 10.83 \ 52.18' 10.00 N � N89 '5 0'07"E .43 I OUTSIDE FACE l `JOF BUILDING100 / W J • .1001 ncTA►r n NO SCALE LINE TABLE kin PrADIMr- nimmr r L 1 N00'08'02 "W 50.01 ' L2 N89'50 07 E 42.18' L3 N00'08 02 W 40.16' L4 I N89'50 07 E 52.18' NOTE: JLL VLIAIL n / 40' BUILDINGqqn 1 � \ 38' C9 ISS DETAIL "B'" p�,`'� v��' N Io O I Z 3` Ll 4 LOT 7 41; � Z V � 001.31 ' J 4���.�' II BUILDING �ryses� o ID Eave = 2.90' o Z SEE DETAIL "C� � � ��� h� BUILDING Z -- � 0<v� 4.89 o G. p VARIES ACE OF � � 40' � � SEE DETAIL "D" ,� � �o ��,v � � '� BUILDING 0 � "' \ o LOT LIN 0 4 .26 0 N89' "' I N o 0 \ Z LOT 8 LOT 9 � / `-� DETAIL"B" NO SCALE , THIS RECORD OF SURVEY WAS PREPARED TO SATISFY THE REQUIREMENTS OF 8762 (B) 5 OF THE CALIFORNIA LAND SURVEYOR'S ACT. THE GROUND WORK BEGAN APRIL 30, 2015 AND THE FINAL MONUMENTS WERE SET ON JULY 14, 2015. DETAIL SCALE: 1" = 50' SURVEYOR'S NOTES ❑ - INDICATES SET LEAD AND TAG LS 4075, FLUSH, IN CONCRETE WALK 9- INDICATES FOUND MONUMENT AS NOTED (XXX) - INDICATES RECORD PER PM 93/8-9 [XXX] - INDICATED RECORD PER MB 9/432 RECORDS OF SAN DIEGO COUNTY ((XXX)) - INDICATES RECORD PER RS 10/95 SNF - SEARCHED NOTHING FOUND 0- SET LEAD AND TAG LS 4075 ON THE PROLONGATION OF THE SIDE LOT LINES, 38.009 PERPENDICULAR DISTANCE FROM THE CENTERLINE OF PALM CANYON DRIVE m - FD. 3/4" LP. NO TAG, DN. 2. 01 IN PLANTER, ACCEPTED AS LOT CORNER, SET 1 2 REBAR & PLUG LS 4075 ON T P, DN. 0.2' m - FD. TAG IN CONCRETE LS 5---, ACCEPTED AS LOT CORNER ®- FD. 3/4" 1. P., FLUSH, IN CONCRETE SIDEWALK ACCEPTED AS PARCEL COR. PER RS 10/95, SET TAG LS 4075 ALL RIGHT-OF-WAY WIDTHS ARE RECORD AND MEASURED DISTANCES PER RS 10/95 SURVEYOR'S NOTES (CONT. AS SHOWN ON THIS RECORD OF SURVEY THE CORNERS OF LOT 7 PER RS 10/95 WERE ESTABLISHED BY PROPORTIONING THE DISTANCE ON THE EAST RIGHT-OF-WAY OF NORTH PALM CANYON DRIVE ALONG LOTS 1 THRU 9 AND PROPORTIONING THE DISTANCE ON THE WEST RIGHT-OF-WAY OF INDIAN CANYON DRIVE ALONG LOTS 1 THRU 7 AND 9 AS SHOWN ON THIS RECORD OF SURVEY THE COMMON LOT LINE OF LOTS 8 & 9 WAS ESTABLISHED FROM THE LINE BETWEEN THE FOUND MONUMENTS m AND [Z BY PRODUCING THIS LINE SOUTH TO THE NORTH RIGHT OF WAY OF W. AMADO ROAD THE INTERSECTION POINT AGREES WITH THE RECORD DISTANCE ON THE SOU. UNE OF LOTS 8 & 9 PER RS 10/95 RECORDER'S STATEMENT FILED THIS _ I 5't*-- DAY OFAU,L, 2016 A T LTjk IN BOOK J,_ OF RECORDS OF SURVEY AT PAGE �, AT THE REQUEST OF THE COUNTY SURVEYOR. L45 N0.lcgq ov FEE 1,06 ------- PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER • DEPUTY SURVEYOR'S STATEMENT: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF STUDIO MAI IN APRIL -AUGUST, 2015. J S D. FEIRO LS 4075 t�0 �'A p SURL 1RATlON DATE 6/30/1600 �.Z►,���' FFj �i-� --jO * No. 4075 COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS _��� __ DAY OF _ /fC�e�_, 2016. RICHARD G. LANT LS 7611 C `Y,�,J► c-� COUNTY SURVEYOR EXPIRATION DATE 12/31/2016 °C No. 7611 � COUNTY SURVEYOR'S NOTE: THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODEO. THE PARCELS) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY BE BUILDABLE PARCEL(S). Go a � No. 7611 � \� CF CAS-�F�`P RICHARD G. LANTIS COUNTY SURVEYOR DA _ �_, 2016. LS 7611 EXPIRATION DATE 1213112016 ROS 15093