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rs147_023FD COPPERWELD, LS 4741, /Oit FLUSH, PER CR 11 0684 ACCEPTED AS C/L INT. OPAL el � ST. &MISSION BLVD. � 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 THE DIOCESE OF SAN BERNARDINO EDUCATION AND WELFARE CORPORATION IN MAY 2016. in n ALAN C. HILLWIG, P.L.S. 5137 LICENSE EXPIRES 06/30/17 M / kill, LA ac * No. 5137` EXP. 6-30-17 OF4��__CTW! Rus P/6 � kANE SEE DETAIL "A" FD MAG NAIL, FLUSH, NO REF9 0.05' WESTERLY OF CENTERLINE OF OPAL ST. HELD FOR CENTERLINE OF RUSTIC ST. TO THE o SOUTHEAST o ��RATyKF 30' IN THE CITY OF ✓URUP,4 VALLEY, COUNTY Of - RIVERSIDE, SLATE OF CALIFORNIA RECORD ID F SURVEY A PORTION OF LOT 12, BLOCK '9; ADDITION TO WEST RIVERSIDE FILED IN BOOK 9PAGE 34 OF MAPS, RECORDS OF SAN BERNARDINO COUNTICOUNTY,LYING WITHIN RANCHO dURUPA HILLWIG4DOODROW9 INC. MAY 2016 COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS 3 DAY OF o -r-0 std 20 /G. EWPP RIC ARD LANTIS, NTY SURVEYOR �, ��'� LS 7611 EXPIRES: 12-31-16 FD NAIL HOLE IN SIDEWALK NO REF. ACCEPTED AS NW PROPERTY CORNER. SET NAIL & TAG, PLS 5137. 0 a' N0. 7611 * Exp. 12-31.16 46 Jill 6 � �F CA��F� IIIIIIIIIIIIIII s3 9S� 563 86 GRID TO GROUND TO SCALE) GRID TO GROUND SCALED POINT 2(SEE BELOW AROUND # ) #529 FD 3 4" IP W NAIL &TAG GRID TO GROUND 1.0000121093 LS 4313, FLUSH, NO REF. ACCEPTED AS FLOOD GROUND TO GRID 0.999987891 CONTROL R.O.W. AND #506 -GROUND #506 -GRID LINE 590' NORTHERLY OF j THE SOUTH LINE OF LOT 12, GRID N-2310699.75 N-2310699.75 BLOCK B, ADDITION TO NORTH GEODETIC E-6205326.94 E-6205326.94 WEST RIVERSIDE / 2341/418. NORTH #529 -GROUND #529 -GRID g �1 / N-2310934.24 N-2310934.23 g 0 / L=115.90 <115.881> E-6205987.17 E-6205987.16 X66 / R=502.39' <502.399> c� E-6175507.21 E-6237668.05 � A=13'13106" <13'12'57"> 2 -00'38'43" #2 OF 0.999987891. GRID TO GROUND SCALING WAS PERFORMED ABOUT POINT N0. 2. N 2310828.07 N87045910"W(R) 4. ELEVATIONS FOR GRID TO GROUND SCALING WERE TRANSFERRED BY STATIC GPS E 6205739.24 FROM CONTINUOUS GPS STATION "MEPP", ELEVATION 1661.89' MEASURED TO THE GEODETIC REFERENCE POINT, AS PUBLISHED BY THE NATIONAL GEODETIC SURVEY. ELEV 829.80 � � L=111.90 <111.78 > RECORD DATA PER RECORD OF SURVEY 140/50 SET NAIL & TAG, PLS, R=442.39' <442.39 > CONVERGENCE ANGLE AT #2 5137, FLUSH S6 0 =14'29'35" <14'28'39"> OS � - FD a RECORD DATA PER GRANT DEED RECORDED DECEMBER 17, 1971 AS 0' 35,� F #5 C 0 Ep TE l 2� F Os T 9 D q vp 2. s D v/� j Itip S N p• 1 > > � Y'Ac T N oDL wp 5�A/ $Cr a. 1 qRk RN S p RAF L, F p l�j p ER EARc 15 3 Rop A cc vs �'c, PLS �21�; Rk yT LS CO ED o 513 2 418 8ED CO FD 1 �, RNE AS cv %.j 7 D /N RNE N /p R o REF ' op w v o .pRpp q N, D SF ERT oeEp N 0.1 °) �... )'t y � TED Svc aRNE As � N7 . p R �. o •,.,3 p2, ,, 1 LS 5 z - 23 w 31, •.,,,, 137 0 . 179•9 44 �18 p• pp, � FD D NAIL R / C.17/cN N a AS N No. tAA Sw o p a EF a �f A a T/ � R R. � a vN La T aaEp l T lV �, TED a• M, FD 4 COPPERWELD MONUMENTS PER RS 140/50 & FB 1037/ S-4297/148. EST. AT INTER- SECTION OF COPPERWELDS SET AT 5.00' OFFSETS. •1 1 30 61 120 240 1 of •t '4 ay �c� lDN DN7 . INRS a T Fi D 23 3 0 TERS At ND. 41 2 23 Tq Ec T 8E EST / c, p /pN• AR jN 4 �s 5 SET G �tARctl44.73, 137 Nq/'FLLaF �,, D/D sy � y o©D No � co ELD LAR T �/AID/Vo. pARK p ALL ARk REA ELT vNi R L o a l ` T Sov Na• COR Thr 1' M HERS 1A LINE e La 2 2 1' s1� \ N73. 02 23 >> .� W 655 1 •5 �sss r65 , 5.5p SOUTH LINE OF LOT 12, BLOCK B, MAP OF WEST RIVERSIDE, MB 9/34, S.B.CO. 1% w n 0? CO w v,JJJJ o co (0 z� w hC 0 TIES TO PROJECT CONTROL (NOT TO SCALE) 1QN46'00'OOW 44,959.50' (GRID) 2Q N38'48'03"W 47,588.49' (GRID) 3Q N39'35'36"W 47,824.03' (GRID) 40 N45'11'42"W 44,651.88' (GRID) n2 529 #506 4 � O 574.36 , `� MLFP 32,E '�. E(R� SEARCHED FOR MONUMENT ON EAST LINE LOT 12, BLOCK S730p B, AT CORNER DESCRIBED IN 0 6 0'55'' 78. DID NOT FIND. . E / �5 09 DEED 1989EST. BY INTERSECTION. 9, 87 / FD 3/4" IP W/ NAIL & TAG R CFC & WCD, FLUSH, BENT AT TOP. NO REF. ACCEPTED AS FLOOD CONTROL R.O.W. PER DEED 2341/418. S87049'37"E(R) w w N ,K Mv_ w n 'cv z HELD AT 30.00' TO ESTABLISH BASIS OF BEARINGS: (NOT TO SCALE) EWPP BLOCK B. MB 9/34 S.B. CO. Pip, coo cs .C\4 d` o PROJECT �O J co SITE �N �w v) SURVEYOR'S NOTES: CNPP (TIE) 03�-•`�6 L 4 SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS (a DAY OF 0c;Tv0.,� AT � Q M. IN BOOK OF RECORDS OF SURVEY, AT PAGE .3 , AT THE REQUEST OF THE COUNTY SURVEYOR 2Ol6 FEE: O , NO.d#'�Qz� PETER ALDANA, ASSESSOR -COUNTY CLERK - RECORDER BY: ,DEPUTY MLFP #506 FD MAG NAIL, FLUSH. NO REF. ACCEPTED AS PROPERTY CORNER PER w wI N ST. NU. 144437 co V-% . oa v cN,• t ,.�, • cp >�,, 1 /p �,- No R REFEN F TM F ,p A p 4o 180/NSTpER ca4ERE 3pN7, ERDNp E oR• 1C 9SEs NO.. • 1 'vcSp•os L�Sy Ls y ERE/ wEs T ' o No 5137 ELD F NE SRL y RUS oR F ap aF sou S T/cS CENT ERAL ST Ty T E/ T EAS 0 T NE a T yE F 30' THE EAST LINE OF LOT 129 1j,r/ BLOCK B. MB 9/34 S.B. CO. DETAIL "A" C � qNF FD 1" IP W NAIL &TAG 1'o=20' RCFC & WCD, DN 0.50'. NO REF. ACCEPTED AS FLOOD SURVEYOR'S NOTES: CONTROL R.O.W. PER DEED 2341/418. 1. THE BASIS OF BEARINGS AND BASIS OF COORDINATES IS THE CALIFORNIA STATE � PLAN COORDINATE SYSTEM, ZONE 6, CONSTRAINED LOCALLY BETWEEN CORS STATIONS MLFP AND EWPP, PER COORDINATES PUBLISHED BY THE NATIONAL GEODETIC SURVEY (NAD 83(2011) 2010 EPOCH.) SEE DETAILS HEREON FOR ADDITIONAL INFORMATION. EWPP GRID - N-2347786.78 MLFP GRID - N-2279468.20 c� E-6175507.21 E-6237668.05 2. GROUND SURVEY WORK WAS CONDUCTED ON MAY 20-251, 2016. 2 3. DISTANCES SHOWN ON THIS MAP ARE GROUND, UNLESS OTHERWISE NOTED. TO CONVERT GROUND DISTANCES TO GRID, MULTIPLY THE DISTANCE BY A SCALE FACTOR OF 0.999987891. GRID TO GROUND SCALING WAS PERFORMED ABOUT POINT N0. 2. FOR FURTHER INFORMATION, SEE GRID TO GROUND DETAILS IN THE CENTER OF MAP. 4. ELEVATIONS FOR GRID TO GROUND SCALING WERE TRANSFERRED BY STATIC GPS FROM CONTINUOUS GPS STATION "MEPP", ELEVATION 1661.89' MEASURED TO THE GEODETIC REFERENCE POINT, AS PUBLISHED BY THE NATIONAL GEODETIC SURVEY. O RECORD DATA PER MB 32/72, WOODLARK PARK KNIT N0. 1 RECORD DATA PER RECORD OF SURVEY 140/50 [ ] RECORD DATA PER RECORD OF SURVEY 84/8 < > RECORD DATA PER DEED RECORDED OCTOBER 2, 1958 IN BOOK 2341, PAGE 418, RECORDS OF RIVERSIDE COUNTY. RECORD DATA PER GRANT DEED RECORDED DECEMBER 17, 1971 AS INSTRUMENT N0. 144437, RECORDS OF RIVERSIDE COUNTY. (( )) RECORD DATA PER GRANT DEED RECORDED OCTOBER 22, 1956 IN BOOK FD NAIL & TIN, FLUSH, IN 1989, PAGE 78, RECORDS OF RIVERSIDE COUNTY. FLOOD CONTROL CHANNEL, MONUMENT FOUND AS NOTED ACCEPTED AS SE COR. LOT 12 MONUMENT SET AS NOTED 2S 5W 17 RIV CO 16-062 BLOCK B PER RS 84/8. 0