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rs152_0170 DOC. No. 2018-0020465 REC. 1-18-2018 0 80.65' N 89*14`44" E 216.26* (216.22") ft I It t '0 �2 (0 0 z DETAIL "A" I N 89*14'44'* E 216.26' (216.22') 173-26' (173.22' CALC'D) - ACCEPTED AS N.E. COR. OF DOC. No. 2018-0020465 & N.W. COR. OF LOT 11 PER M.B. 22/6 & R.S. 143/93. ACCEPTED AS S.E. COR. OF DOC. No. 2018-0020465 I� X43.00' 0 3 O /SEE DETAIL "A SEE DETAIL d. Z LJ 0.919 r(C;-., > < 0 < [80.65$] r-: 143 /93Ico M.B. 2216 0 < 43.00' N z N z Z 00 < d L.LJ P 4Z 1A7 /07 0 z 0 k1 DETAIL "B" NOT TO SCALE LO co N 89*12*04*' E meo�e7 314.64' (314.669 CALC9D) FD. 1" I.P. W/PLASTIC PLUG ILLEGIBLE, FLUSH, PER R.S. 143/93. 0t 2 to 0 0: IN THE CITY OF RIVERSIDE OF THE COUNTY OF RIVERSIDE, CALIFORNIA RECORD OF SURVEY PORTION OF THE WEST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF NORTHWEST QUARTER OF SECTION 34, T. 2S.9 R. 5W., S.B.M. ACTION SURVEYS APRIL, 2018 SUNNYSIDE DRIVE N 89*13*35*' E 331.82' (331.53") FD- 3/4" I.P. NO TAG, DN. 0.3t, ACCEPTED AS THE C.L. FD. 1" IRON ROD, DN. INTER. OF DE ANZA AVE. & 0.4', PER R.S. 143/93. SUNNYSIDE DR. PER R.S. 143/93. SET TAG L.S. 4343. WEST LINE E 1/2t C�.r� I SE 1/4, NW 1/4 0) W 0 0 W 0) Ui C146 1 . 0) NZ, CD Ui ACCEPTED AS LINE BEING 155* NORTHERLY OF Wz co z ay N'LY LINE OF CENTRAL AVE. PER DOC. No. 0') 2014-0203850 & DOC. No. 2018-0020465. Ln FD- 2'9 I.P. TAGGED P.L.S. 3035, DN. 0.3's IN U� V) LIEU OF 3/4"' I.P. NO TAG PER R.S. 143/93. MON. IS EASTER'LY 0.911 FROM THE WEST 43' RIGHT AWAY OF DE ANZA AVENUE. MON. HELD FD. 3/4" I.P. NO TAG, FLUSH, FOR LINE. (6 MON. BENT S 64*56*359' W 0.35. MON. NOT ACCEPTED.Imo' FD. 3/4" I.P. NO TAG, FLUSH, PER R.S. 143/93. SET TAG L.S. 4343. 430.33' (430.35') S.F.N. "� 115.69" (115.689) N 89*189'14'44" E 216.26' (216.22') 35.03*173 26* (173.229 CALCPD) X43.00' 0 3 O /SEE DETAIL "A SEE DETAIL REC. 1-18-2018 P. z 00 N LLJ ft LO > 4 .s5' so80.65' IP 0 < [80.65$] r-: 143 /93Ico M.B. 2216 0 < TI (0 FD. 1$' I.P. W/PLASTIC I w z N z r_� FD. NAIL & TAG L.S. 59689 PLUG STAMPED L.S. 59689 to _ I U ') r_� P FD. NAIL & TAG L.S. 59689 to 1 0 ® FLUSH, IN CONC. SIDEWALK z PER R.S. 143/93. < FLUSH, PER R.S. 143/93. FLUSH, IN CONCRETE PER P 4Z 1A7 /07 /W. B. 9158 DOC. NO. 2018-0020465 0 REC. 1-18-2018 c4i LO 58.020 ,�- r-: 143 /93Ico M.B. 2216 C3 I w 20.00 FD. NAIL & TAG STAMPED�� CITY OF RIVERSIDE, IN T.C. FD. NAIL NO TAG, FLUSH, Qj PER R.S. 143/93 & CITY OF IN CONC. SIDEWALK PER RIVERSIDE T.B. 13881.TIF. R.S. 143/93. _ I U ') r_� P FD. NAIL & TAG L.S. 59689 to 1 0 ® FLUSH, IN CONC. SIDEWALK z PER R.S. 143/93. r*-- C3 00 V_ 43' • 115-691 (115.68') 1-00, 00 -So T_ 0 FD. LEAD & TACK IN T.C. PER R.S. 143/93 & CITY OF U-) RIVERSIDE T.B. 13881.TIF. 04 S.F.N�\ S. F. N. 591.58' (591.66*) CENTERLINE INTERSECTION OF 11000' CENTRAL AVE. & MAGNOLIA AVE. Lai/A0L1Z)Mr_U PER U11T OF RIVERSIDE T.B. 13881.TIF. FA W.O. 18-29 FD. NAIL & TAG STAMPED CITY OF RIVERSIDE, IN T.C. PER R.S. 143/93 & CITY OF RIVERSIDE T.B. 13881.TIF. XMAFW,�, J 173.35 (173.28' CALL D) N 89'16'00" FE 2989*03' (288.969 CALVD) FD. 3/4" I.P. TAGGED P.L.S. 31639 IN MON. CAPPED WELL, r, DN. 1.1% PER R.S. 143/93. ORIGINAL N'LY LINE 21.35* (21.35s) CENTRAL AVENUE . CENTRAL AVEN U E 310.71$ (310.630) S.F.N. 332.061 (331.98') 828.64' (828.70*) N 89*16'00" E 1752.289 (1752.34*) BASIS OF BEARINGS FD. 3/41* BOLT, DN. 0.5'9---,/ PER R.S. 143/93. SAN DIEGO AVE 40' 20' of 40' 80' 120' SCALE: 1"= 40' I qi- 0 ( SHEET T -OF T SHEET RECORDER'S STATEMENT Filed this L5 -t. day of 9 20193, at m. in Book _j,6rpj*1e of Records of Survey at Page at the request of the County Surveyor, No.D I -o, 6 1 PV Fee (I.,q ow 1 4 Peter Aldana, Assessor -County Clerk -Recorder B y. CIO r 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 Jesse Ceballos on March 27, 2018. LAND SG 44;t; 1�.)Q� o • I&.../ z- z 40 "ftft _.j Ci No. 4343 Gabriel D. Ybarra L�4343 exp. 6-30-20 )] Exp. 6-30-2020 * NNI. (58 .00 ') OF CA01 [20.00] [80.651] SURVEYOR'S NOTES Basis of Bearings is taken from the centerline of Central Avenueper R.S. 143/93, being N 89.16' 00» E. 0 Denotes found monuments as noted. 0 Denotes set 1" I.P. tagged L.S. 4343, flush, unless otherwise noted. �) Denotes record data per R.S. 143/93. Unless 1 i i otherwise noted. [ ] Denotes record data per Doc. No. 2018-0020465 Rec. 1-18-2018. S.F.N. Denotes searched, found nothing. All I.P. dimensions are inside diameter. The survey shown hereon was performed April 2, 2018. -COUNTY SURVEYOR'S STATEMENT This map has been examined in accordance with Section 8766 of the Professional Land Surveyors' Act this day of P9 (L- 2019. 4 LAND 114� ve- ..j C) No. 8488 David L. McMillan,, County Surveyor Up* 12-31-2020 L. S. 8488 Expiration Date: 12-31-20 ti�`�' 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 Goverment Code. The Parcel shown on this survey may not have been legally created and therefore may not be a buildable parcel, David L. McMillan, County Surveyor L. S. 8488 Expiration Date: 12-31-20 SEC 34 -2S -5W RIV. CO. 19-026 BEARING DISTANCE N 00*0312" W 20.00' N 89-12'04" E 58.020 N 89*12'04" E 22-631 N 00.05'28" W 20.00 N 89-12#04* E 80.66' J 173.35 (173.28' CALL D) N 89'16'00" FE 2989*03' (288.969 CALVD) FD. 3/4" I.P. TAGGED P.L.S. 31639 IN MON. CAPPED WELL, r, DN. 1.1% PER R.S. 143/93. ORIGINAL N'LY LINE 21.35* (21.35s) CENTRAL AVENUE . CENTRAL AVEN U E 310.71$ (310.630) S.F.N. 332.061 (331.98') 828.64' (828.70*) N 89*16'00" E 1752.289 (1752.34*) BASIS OF BEARINGS FD. 3/41* BOLT, DN. 0.5'9---,/ PER R.S. 143/93. SAN DIEGO AVE 40' 20' of 40' 80' 120' SCALE: 1"= 40' I qi- 0 ( SHEET T -OF T SHEET RECORDER'S STATEMENT Filed this L5 -t. day of 9 20193, at m. in Book _j,6rpj*1e of Records of Survey at Page at the request of the County Surveyor, No.D I -o, 6 1 PV Fee (I.,q ow 1 4 Peter Aldana, Assessor -County Clerk -Recorder B y. CIO r 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 Jesse Ceballos on March 27, 2018. LAND SG 44;t; 1�.)Q� o • I&.../ z- z 40 "ftft _.j Ci No. 4343 Gabriel D. Ybarra L�4343 exp. 6-30-20 )] Exp. 6-30-2020 * NNI. (58 .00 ') OF CA01 [20.00] [80.651] SURVEYOR'S NOTES Basis of Bearings is taken from the centerline of Central Avenueper R.S. 143/93, being N 89.16' 00» E. 0 Denotes found monuments as noted. 0 Denotes set 1" I.P. tagged L.S. 4343, flush, unless otherwise noted. �) Denotes record data per R.S. 143/93. Unless 1 i i otherwise noted. [ ] Denotes record data per Doc. No. 2018-0020465 Rec. 1-18-2018. S.F.N. Denotes searched, found nothing. All I.P. dimensions are inside diameter. The survey shown hereon was performed April 2, 2018. -COUNTY SURVEYOR'S STATEMENT This map has been examined in accordance with Section 8766 of the Professional Land Surveyors' Act this day of P9 (L- 2019. 4 LAND 114� ve- ..j C) No. 8488 David L. McMillan,, County Surveyor Up* 12-31-2020 L. S. 8488 Expiration Date: 12-31-20 ti�`�' 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 Goverment Code. The Parcel shown on this survey may not have been legally created and therefore may not be a buildable parcel, David L. McMillan, County Surveyor L. S. 8488 Expiration Date: 12-31-20 SEC 34 -2S -5W RIV. CO. 19-026