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C) -� n coo�Fri O Z V) rrl rr,KJ rti OQK N �2 '"N �! O � (0 , 1; O Zo �0rri 4 r z mo -i 2-i rn a (7) r m R1 r'n -+ o D � IN 0 SUi V) Ct�mfopz LI) 0 o` o D lip a m Z z os4� s� m m� MC .Q o --� prri O D r'n -+ o � IN 0 co IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACTNO,, 37294vcs� ri BEING A SUBDIVISION OF PARCEL 'B' OF LOT LINE ADJUSTMENT NO. 180008, RECORDED DECEMBER 21, 2018 AS Z INSTRUMENT NO. 2018-0496453 O.R., TOGETHER WITH A PORTION OF PARCEL 1 OF PARCEL MAP NO. 19797, FILED IN BOOK 122, PAGES 2 AND 3 OF PARCEL MAPS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, LYING WITHIN SECTION 31, TOWNSHIP 6 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE MERIDIAN CONTROL POINT #508 PROACTIVE ENGINEERING CONSULTANTS, INC. JANUARY, 2020 BASIS OF BEARINGS N18•06'27"E (R) THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE Vl, BASED LOCALLY ON CONTROL STATIONS "BILL", N27'13'10"E (R) \ 1 "HMTG , & "P477" NAD83 (NSRS2011) EPOCH 2010.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM \ 9 �� \ REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A ) J� / \tea\\ 2�0 \ co COMBINATION FACTOR OF 0.9999061552. CALCULATIONS ARE MADE AT CONTROL 4� l co a�� V l^Q�` 4� 223 4 4 p• POINT #508 WITH COORDINATES OF N: 2162576.68 E. 6894533.88, USING AN ,` �� ��3 a\ gyp• / `` �o Rte- 'fF \ 242 ELEVATION OF 1340.85'. ALL COORDINATES SHOWN HEREON ARE GRID COORDINATES. 4v 2:3020� moo; � \ / \ R� �� 'Toxo, 224 SURVEYOR'S NOTES �� 232 \ �/ 3spy0qo Po i (sv / � `` 'R F \� ,QP� 'Q. -Q6' THIS TRACT CONTAINS 13.09 ACRES (GROSS) �'g>> �R8 p �9 225 �` 6d' O� / °' N l 233 231 % �p �O / 8 app sig --o, ��, / co C. - CALCULATED DATA o- 2S \� �p oo. COR. - CORNER 226 0. 243 DN. -DOWN�� , �Fj• / �� 0 �/ / SEE DETAIL 'A' & FD. _ FOUND 237 \ 230 Q`���Cr �\ 1 227 . 6`L/ INT. INTERSECTION I / \ 234 lb 4 � 1� j \'1'� . �' ! / / kgj / DETAIL 'C' ON SHEET 7 lP -IRON PIPE TRACT NO. 29484 Gtr �`L SNF -SEARCHED, NOTHING FOUND I ' 43 �O / \Rr., [BEARING DIST[- MEASURED & RECORD DATA 236 235 \ / 229 \ ` "�248 p`�' . - DENOTES RESTRICTED ACCESS / 6 p�)� ,�` / 228 \F �Rq �Ro 6 " / J � `b� MB 387/81-99 2 N89 5835 "E [N89 58'47"E g �� J N50 39'04 E (R) \ , 5 ], G �j 6 ,J 7 1266.58 jT266.67'] 79.00 (114.58 ] 192.20' [192.12'] 178.38' [178.79 ] 374.06' (374.12' R6) LOTS 48 & 49 ARE FOR11 OPEN SPACE AND 177.65' N (N89 58'47"E R2) I 714.87' (714.43' R2) LN47'51'00"E (R) N C2 N89 5835"E 354.06' (353.98' R2) (N89 58'47"E R2) 31.72_ IflA,- L1 LANDSCAPE PURPOSES. - - - - - - - - - - - _ - - - _ - - - _ _ _ - _ T_ N89 57'45 E 363.01' (363.00') N89 5745"E 372.13' (372.00') 1 367.87' - I 348.93' (348.95' R7) LOTS 50 & 51 ARE FOR I (N89 27'44"E) ^ (N8927'44"E) I N5932'51 "W R I N89 57'45"E (N89 27'44"E) ` / �'� 716.80' (717.00') (716.39' R2) - OPEN SPACE AND DRAINAGE/ I L (S89 57'57"W R2) N51 -59'41"E PURPOSES. I N'LY LINE OF THE SOUTH 58 ACRES co FINAL JUDGMENT /SECTION 31 1 4, T.6SR2W ., ., =� LOTS 'A' THROUGH 'D; I SW REC. 12/11/2018 o NORTH LINE OF THE SOUTH 58 / N PARCEL 0472-022A INCLUSIVE, ARE FOR PUBLIC ESTAB. 25' SOUTH &PARALLEL OF r%� INST. N0. 2018-0485969 O.R. oo I ACRES OF SW 1/4, SEC. 31, T.6S., , TRACT 29484 PER R3 0 N54 35 00"E�R�/ GRANT DEED TO THE COUNTY 50 STREET PURPOSES. �- N I R2W., ESTABLISHED 25 SOUTH & - - - - OF RIVERSIDE in `- I PARALLEL OF THE SLY LINE OF Ir REC. 12/26/2007 LOT E IS FOR EMERGENCY I iv TRACT LINE, PER R3 VEHICLES ACCESS PURPOSES. rn INST. NO. 2007-0763758 O.R. Q o SNF, ESTABLISHED BY RECORD Q THE AREA FOR ALL LOTS i pQa\Ca U ANGLE & DISTANCE PER R5 �R I 0 SHOWN HEREON IS NET. pQaC�Ca �t1LQp G10o flJDgD L')AT V22/9 - 0 RECORD REFERENCES () - (Rl) - PARCEL MAP 19797 PMB 122/2-3, UNLESS OTHERWISE NOTED j ] - [R3] - TRACT NO. 29484 MB 387/81-99 [ - [R51 - GRANT DEED REC. 12/26/2007 AS INST. NO. 2007-0763758 O.R. R1 - PARCEL MAP 19797 PMB 122/2-3 R2 - LLA 180008, REC. 12/21/2018 AS INST. NO. 2018-0496453 O.R. R3 - TRACT NO. 29484 MB 387/81-99 R4 - PARCEL MAP 15348 PMB 81/96 R5 - GRANT DEED REC. 12/26/2007 AS INST. NO. 2007-0763758 O.R. R6 - GRANT DEED REC. 12/27/2007 AS INST. NO. 2007-0765490 O.R. R7 - GRANT DEED REC. 12/09/2021 AS INST. NO. 2021-0727663 O.R. N89 5755"E (N89 27'44"E) 721.69' (721.45'C.) 30.00' FOUND PK NAIL, NO -- REFERENCE, REFERENCE, ACCEPTED AS SW CORNER PARCEL 'B' PER R2 PARCEL 'B' LOT LINE ADJUSTMENT NO. 180008 REC. 12/21/2018 INST. NO. 2018-0496453 O.R. 371.83' (372.00_) N89 57'55"E (N89 27'44"E) I I poa�ooa paac��a � I N59 23'23"E (R) I pQac�,�a f�IL7(� (n�10a \DgD N �I d- zl �I �I C rl Z I I 1370.60' (1370.43'C.) 277.08' (276.98) aO�i 'L3' M 648.78' (648.85C.) o � LOS ALAMOS ROAD LINE TABLE THIS SHEET ONLY NO. BEARING DISTANCE RECORD DATA L1 N00'16'03"W 6.46' S00'16'11 "E 6.40' R2 L2 N16 21'36"W 44.45' N16 21'45"W 44.45' L3 N33'00'49"W 60.17' IN33'00'58"W 60.17' L4 N49 40'01 "W 44.45' 1 IN49'40'10-W 44.45' L5 N00'16'03"W 5.64' C4 1488.00' L6 N39.4454"E 138.16' N39 44'00"E 136.16' PARCEL 'B' LOT LINE ADJUSTMENT NO. 180008 REC. 12/21/2018 INST. NO. 2018-0496453 O.R. 371.83' (372.00_) N89 57'55"E (N89 27'44"E) I I poa�ooa paac��a � I N59 23'23"E (R) I pQac�,�a f�IL7(� (n�10a \DgD N �I d- zl �I �I C rl Z I I 1370.60' (1370.43'C.) 277.08' (276.98) aO�i 'L3' M 648.78' (648.85C.) o � LOS ALAMOS ROAD ('6-33.,3 33• (C = 'O J 2 N74*09'39_E_LRL_�' 1 (290.65) -- cc m w N 3 io N r � 0 N 3 U � N O 00 o00 Z 00 ti 3 1 � L5 3 0 '99.50" / ^ W 1038.93' (1039.00'C.) - -/ to CONTROL POINT #508 z w \ o \ to \ r- 50'- Z 3 4 31 31 N89 5927"E 1775.01' (1775.00' R4) (N89 27'51 "E R4) 6 6 2022- 0;q S 3g3 a or. �nal ��oo SHEET 2 OF 7 SHEETS MONUMENT NOTES SET A 1" IRON PIPE TAGGED "LS 9106", DN. 0.1' AT ALL LOT CORNERS, ANGLE POINTS IN SIDE OR REAR LOT LINES, AND ANGLE POINTS IN SUBDIVISION BOUNDARY, UNLESS OTHERWISE NOTED. SET LEAD, TACK, & TAG "LS 9106" FLUSH IN TOP OF CURB AT 9.75' PERPENDICULAR OR RADIAL OFFSET FROM THE FRONT PROPERTY LINE. SET LEAD, TACK, & TAG "LS 9106" FLUSH IN TOP OF CURB FOR BCs, ECS, PCCs, PRCs, & CORNER CUTBACKS AT 9.75' PERPENDICULAR OR RADIAL OFFSET FROM RIGHT OF WAY. ALL MONUMENTS SHOWN AS "SET" SHALL BE SET IN ACCORDANCE WITH COUNTY ORDINANCE 461.10 AND THE MONUMENTATION AGREEMENT FOR THIS MAP. O- SET A 1" IRON PIPE & TAG "LS 9106", DN. 0.1', UNLESS OTHERWISE NOTED ❑- SET A 1-1/2" COPPERWELD STAMPED "LS 9106", FLUSH, UNLESS OTHERWISE NOTED •- FOUND 1-1/4"IP & TAG "RCE 22031" DN. 0.1' PER R1, UNLESS OTHERWISE NOTED ■- FOUND 1-1/2" COPPERWELD STAMPED "LS 4547" FLUSH, PER R3, UNLESS OTHERWISE NOTED ❑1 - FOUND NAIL & TAG "LS 4547" FLUSH IN CONCRETE FOOTING, NO REFERENCE, ACCEPTED AS CENTER OF SECTION 31, T.6S., R.2W. SBM, PER R3 �- FOUND 17IP & TAG "LS 4547" DN. 0.8', ACCEPTED AS SE'LY COR. OF LOT 243 PER R3 �- FOUND 9"X11" GRANITE STONE WITH "1/4" SCRIBED ON SOUTH SIDE, DN. 1.2', PER R3 & R4, NAIL & TAG AND SCRIBED 'X' NOT FOUND, ACCEPTED AS SOUTH 1/4 CORNER SECTION 31, T.6S., R.2W. SBM, SET NAIL & TAG IS 9106" IN TOP OF STONE F4]- FOUND 171P & TAG "LS 3962" DN. 0.7, ACCEPTED AS SE'LY COR. OF PARCEL 2 PER R4 �- FOUND NAIL & TAG "LS 4547" DN. 0.6' IN WALL FOOTING, ACCEPTED AS SW'LY COR. OF LOT 236, PER R3 F6]- FOUND NAIL & TAG "LS 4547" IN TOP OF WALL, PER R3 ❑7 - SNF, ESTABLISHED BY INTERSECTION PER R3, NOTHING SET F8]- FOUND 17IP & TAG "LS 4547" FLUSH, ACCEPTED AS SE'LY COR. OF LOT 248, PER R3 Efl- FOUND 1"IP & TAG IS 4547" DN. 0.4, IN PLANTER MEDIAN IN LIEU OF 1-1/2" COPPERWELD "LS 4547", ACCEPTED AS CENTERLINE INT. OF CLINTON KEITH ROAD & LE GRAND STREET, PER R3 10- SNF, ESTABLISHED NE CORNER OF PARCEL 1 BY INTERSECTION, PER R1 Ed- SNF, ESTABLISHED BY RECORD ANGLE & DISTANCE PER R5 H_ SNF, ESTABLISHED BY INTERSECTION OF N'LY LINE OF R1 WITH W'LY LINE OF R5 F131- SNF, ESTABLISHED BY INTERSECTION OF NORTH LINE OF SOUTH 58 ACRES, PER R3, WITH THE W'LY LINE OF R6 14 - SNF, ESTABLISHED BY INTERSECTION, PER R6 15 - SNF, ESTABLISHED BY INTERSECTION, PER R1, NOTHING SET N: 2162576.051 E: 6293494.950 STATION. P477 N: 2127663.641 E. 6298482.798 0 h '1 )Eel N89'57'55"PROJECT SCALE POINT 1038.93'CONTROL POINT #508 GROUND N: 2162576.679 \E 6294533.881 ti 3r jt h� 6A x� 69 78�36, G \O 2� �i0 N28 53'23.4"E 31216.14' GRID (- BASIS OF BEARINGS DETAIL NO SCALE SCALE. 1"= 100' 100' 0 50' 100' 200' 0 cl rn O 0 N' STATION: HMTG N: 2202100.843 E: 6333122.833 STATION: BILL N: 2154994.945 E. 6313564.161 m CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH RECORD DATA R A L) Cl 1800.00' 3 2659" 108.37' 1800.00' 3 27'10' 108.47' C2 1733.17' 1'03'37" 32.08' (1733.00' 1'0338" 32.07' R2 C3 1733.17' 235'18" 78.30' 11733.17' 235'22" 78.33-1 C4 1488.00' 1 8'07'30" 211.01' [1488.00' 8'0728" 211.00) C5 300.00' 1 9'17'45" 48.67' 300.00 97719 48.64 ('6-33.,3 33• (C = 'O J 2 N74*09'39_E_LRL_�' 1 (290.65) -- cc m w N 3 io N r � 0 N 3 U � N O 00 o00 Z 00 ti 3 1 � L5 3 0 '99.50" / ^ W 1038.93' (1039.00'C.) - -/ to CONTROL POINT #508 z w \ o \ to \ r- 50'- Z 3 4 31 31 N89 5927"E 1775.01' (1775.00' R4) (N89 27'51 "E R4) 6 6 2022- 0;q S 3g3 a or. �nal ��oo SHEET 2 OF 7 SHEETS MONUMENT NOTES SET A 1" IRON PIPE TAGGED "LS 9106", DN. 0.1' AT ALL LOT CORNERS, ANGLE POINTS IN SIDE OR REAR LOT LINES, AND ANGLE POINTS IN SUBDIVISION BOUNDARY, UNLESS OTHERWISE NOTED. SET LEAD, TACK, & TAG "LS 9106" FLUSH IN TOP OF CURB AT 9.75' PERPENDICULAR OR RADIAL OFFSET FROM THE FRONT PROPERTY LINE. SET LEAD, TACK, & TAG "LS 9106" FLUSH IN TOP OF CURB FOR BCs, ECS, PCCs, PRCs, & CORNER CUTBACKS AT 9.75' PERPENDICULAR OR RADIAL OFFSET FROM RIGHT OF WAY. ALL MONUMENTS SHOWN AS "SET" SHALL BE SET IN ACCORDANCE WITH COUNTY ORDINANCE 461.10 AND THE MONUMENTATION AGREEMENT FOR THIS MAP. O- SET A 1" IRON PIPE & TAG "LS 9106", DN. 0.1', UNLESS OTHERWISE NOTED ❑- SET A 1-1/2" COPPERWELD STAMPED "LS 9106", FLUSH, UNLESS OTHERWISE NOTED •- FOUND 1-1/4"IP & TAG "RCE 22031" DN. 0.1' PER R1, UNLESS OTHERWISE NOTED ■- FOUND 1-1/2" COPPERWELD STAMPED "LS 4547" FLUSH, PER R3, UNLESS OTHERWISE NOTED ❑1 - FOUND NAIL & TAG "LS 4547" FLUSH IN CONCRETE FOOTING, NO REFERENCE, ACCEPTED AS CENTER OF SECTION 31, T.6S., R.2W. SBM, PER R3 �- FOUND 17IP & TAG "LS 4547" DN. 0.8', ACCEPTED AS SE'LY COR. OF LOT 243 PER R3 �- FOUND 9"X11" GRANITE STONE WITH "1/4" SCRIBED ON SOUTH SIDE, DN. 1.2', PER R3 & R4, NAIL & TAG AND SCRIBED 'X' NOT FOUND, ACCEPTED AS SOUTH 1/4 CORNER SECTION 31, T.6S., R.2W. SBM, SET NAIL & TAG IS 9106" IN TOP OF STONE F4]- FOUND 171P & TAG "LS 3962" DN. 0.7, ACCEPTED AS SE'LY COR. OF PARCEL 2 PER R4 �- FOUND NAIL & TAG "LS 4547" DN. 0.6' IN WALL FOOTING, ACCEPTED AS SW'LY COR. OF LOT 236, PER R3 F6]- FOUND NAIL & TAG "LS 4547" IN TOP OF WALL, PER R3 ❑7 - SNF, ESTABLISHED BY INTERSECTION PER R3, NOTHING SET F8]- FOUND 17IP & TAG "LS 4547" FLUSH, ACCEPTED AS SE'LY COR. OF LOT 248, PER R3 Efl- FOUND 1"IP & TAG IS 4547" DN. 0.4, IN PLANTER MEDIAN IN LIEU OF 1-1/2" COPPERWELD "LS 4547", ACCEPTED AS CENTERLINE INT. OF CLINTON KEITH ROAD & LE GRAND STREET, PER R3 10- SNF, ESTABLISHED NE CORNER OF PARCEL 1 BY INTERSECTION, PER R1 Ed- SNF, ESTABLISHED BY RECORD ANGLE & DISTANCE PER R5 H_ SNF, ESTABLISHED BY INTERSECTION OF N'LY LINE OF R1 WITH W'LY LINE OF R5 F131- SNF, ESTABLISHED BY INTERSECTION OF NORTH LINE OF SOUTH 58 ACRES, PER R3, WITH THE W'LY LINE OF R6 14 - SNF, ESTABLISHED BY INTERSECTION, PER R6 15 - SNF, ESTABLISHED BY INTERSECTION, PER R1, NOTHING SET N: 2162576.051 E: 6293494.950 STATION. P477 N: 2127663.641 E. 6298482.798 0 h '1 )Eel N89'57'55"PROJECT SCALE POINT 1038.93'CONTROL POINT #508 GROUND N: 2162576.679 \E 6294533.881 ti 3r jt h� 6A x� 69 78�36, G \O 2� �i0 N28 53'23.4"E 31216.14' GRID (- BASIS OF BEARINGS DETAIL NO SCALE SCALE. 1"= 100' 100' 0 50' 100' 200' 0 cl rn O 0 N' STATION: HMTG N: 2202100.843 E: 6333122.833 STATION: BILL N: 2154994.945 E. 6313564.161 m 60' 00 a a 0 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 37 94 BEING A SUBDIVISION OF PARCEL 'B' OF LOT LINE ADJUSTMENT NO. 180008, RECORDED DECEMBER 21, 2018 AS INSTRUMENT NO. 2018-0496453 O.R., TOGETHER WITH A PORTION OF PARCEL 1 OF PARCEL MAP NO. 19797, FILED IN BOOK 122, PAGES 2 AND 3 OF PARCEL MAPS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, LYING WITHIN SECTION 31, TOWNSHIP 6 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE MERIDIAN SCALE: 1 "= 60' PROACTIVE ENGINEERING CONSULTANTS, INC. JANUARY, 2020 0 30' 60' 120' 240' INDEX MAP \ 234 23 / \ \ � 22 7 / \ �p�i \ / \ o ��, \ TRACT N0. 29484 `��1���/ \ �FF`�'Qp� \ �� 02 \ MB 387/81-99 235 229 c���� 228 2 248 \ ��%>. \ 243 F 0 PARCEL 0472-0198 — — — INST. NO. 2021-0727663 O.R. 8 1 47 PARCEL 04724-152G 7 2 GRANT DEED, REC. 12/09/2021 6 5 2 INST. NO. 2021-0727663 O.R. 4 3 JURISDICTION 46 3 LIMITS / OPARCEL 0472-022A 45 \ LA �rsr GRANT DEED TO THE COUNTY OF � \ � _ E COURT RIVERSIDE 18�p� / \ REC. 12/26/2007 48 INST NO. 2007-0763758 O.R. LOT 'B' ��� �� / D E \ 19 WATER QUALITY' / 11 12 13 BASIN 9 10 SHEE T 4 14 15 16 17 20 \ / V e / C � / 21 / I � Q 22 JI � 32 31 30 29 28 27 26 2523 F 3 24 SHEET 5 _ r ,ca I e LAPASSADE COURT F I' — _.—�- 50 I / 51 Lor 'c' I � 44 / A 43 F 42LLJ 33 34 35 36 37 38 39 40 41 1,—JURISDICTION->\ 0J DELINEATION 4 J F 49 LOT LOS ALAMOS ROAD I CLINTON KEITH RD LOS ALAMOS RD sof2j - 03gs��3 Of������ �o SHEET 3 OF 7 SHEETS �X AEON RD 0 c� VICINITY MAP NO SCALE ENVIRONMENTAL CONSTRAINT NOTE ENVIRONMENTAL CONSTRAINT SHEET AFFECTING THIS MAP IS ON FILE IN THE y OFFE OF THE RI R 1DE COUNTY SURVEYOR, IN E.C.S. BOOKPAGE t THIS AFFECTS ALL LOTS. CCR NOTE 22�9r C.C.R 'S PER INST N0. REC. A -20 O.R. EASEMENT NOTES DRAINAGE EASEMENTS SHALL BE KEPT FREE OF BUILDINGS AND OBSTRUCTIONS. ABUTTERS' RIGHTS OF ACCESS ALONG CLINTON KEITH ROAD, LOTS 50 AND 51, AND ALONG LOS ALAMOS ROAD, LOTS 49, 50 AND 51, DEDICATED HEREON. O- EASEMENT FOR "PUBLIC UTILITY PURPOSES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES", WITHIN "PRIVATE STREET - EMERGENCY VEHICLE ACCESS" LOT 'E, DEDICATED HEREON. OB - "PRIVATE DRAINAGE EASEMENTS" WITHIN OPEN SPACE LOT 48 AND OVER ALL OF OPEN SPACE LOTS 50 AND 51, FOR MAINTENANCE OF DRAINAGE FACILITIES, RETAINED HEREON. (D- "PRIVATE ACCESS EASEMENTS" OVER ALL OF OPEN SPACE LOTS 48, 50 AND 51, FOR INGRESS AND EGRESS TO DRAINAGE EASEMENTS, RETAINED HEREON. 0-11 WATER QUALITY EASEMENT" WITHIN OPEN SPACE LOT 50 FOR ATER QUALITY AND INSPECTION PURPOSES, DEDICATED HEREON. O- "WATER QUALITY BASIN EASEMENT" WITHIN OPEN SPACE LOT 50 FOR WATER QUALITY PURPOSES, IN FAVOR OF VALLEY -WIDE RECREA77ON AND PARK DISTRICT, DEDICATED HEREON. O- "LANDSCAPE EASEMENTS" WITHIN "PRIVATE STREET - EMERGENCY VEHICLE ACCESS" LOT 'E', WITHIN LOT 47, AND OVER ALL OF OPEN SPACE LOTS 48 THROUGH 50, INCLUSIVE, FOR LANDSCAPE MAINTENANCE PURPOSES IN FAVOR OF VALLEY -WIDE RECREATION AND PARK DISTRICT, DEDICATED HEREON. 0-11 WATER PIPELINE AND ACCESS EASEMENT" WITHIN LOTS 47 AND 50 FOR CONSTRUCTION AND MAINTENANCE PURPOSES, TOGETHER WITH INGRESS AND EGRESS, IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT, DEDICATED HEREON. EXISTING EASEMENTS O- EASEMENT FOR DRAINAGE PURPOSES GRANTED TO THE COUNTY OF RIVERSIDE, RECORDED DECEMBER 26, 2007 AS INST. NO. 2007-0763758 O.R. (PARCEL 0472-022D) GROUND DISTANCES SHOWN HEREON O2 - EASEMENT FOR SLOPE PURPOSES GRANTED TO THE COUNTY OF RIVERSIDE, RECORDED DECEMBER 26, 2007 AS INST. NO. 2007-0763760 O.R. (PARCELS 0472-022B AND 0472-022C) GROUND DISTANCES SHOWN HEREON O3 - TEMPORARY CONSTRUCTION EASEMENT GRANTED TO THE COUNTY OF RIVERSIDE, RECORDED DECEMBER 26, 2007 AS INST. NO. 2007-0763759 O.R., AND PARTAILLY QUIT CLAIMED BY DEED RECORDED MAY Z 2022 AS INST. NO. 2022-0204729 O.R. GROUND DISTANCES SHOWN HEREON O4 - EASEMENT FOR DRAINAGE PURPOSES GRANTED TO THE COUNTY OF RIVERSIDE, RECORDED DECEMBER 9, 2021 AS INST. NO. 2021-0727662 O.R. (PARCEL 04724-152H) GROUND DISTANCES SHOWN HEREONAA✓D JZEGoRpgO DECEMSM q ZOZI AS 1MST. No. 'ZOZiI- 0727/$9, NOTE ❑A - "PRIVATE STREET - EMERGENCY VEHICLE ACCESS" Vrrr V 0)Cn4(AN-•00CovrnCn�a(AN N) Ka J�Vrrri-rrrrrr-Zr pr wN-+O�oN�Z +OZ Nrn(—Jlwt-1) rrl zzzzzz V rnCn3awN-+O o-•oNo oornoo4co � C5 m oO1CJl�w� rri (AE (Oz ►�c.;�o� N Coa o) (n p�0000 ZZZZ'ONZZZ m m zz z cn0" a OOoao 'o UA 'o (Aw W 4 VW n.4ulto0000 IvNUi00� ��OCnOnl N0Ui0Ui V D NNs VO000(nw0J�wOOwNw� O— uT y UT UT 0 -NN �O 00 000000 Oo Oo U1 00 m ::ELn Z U1 O ' ` (O (O (n m :::E 00 00 Do Gi prnp mS m :::E m ::Z- : m ma r*t m rrl ..�, m (OW4cwn-rl'm 1CN.1�" �4� cO�OooN 0� m �ON�00�0NN�"1pN00 V cppO r(n NN-�--wN N4NNNNNNV N, C0..1�N�NNONi („o 00O 0N100000-•(A0oorno�rz- ON V. 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N00'Ol 59 W 99.20 , NU= N Z 5' C� ��� -' � NO3 4456"E (R)rrl / OZl _ _ \ w +. o -moi 30 " N �, N� 1-1.79 N00'01 59 W 86.84 �; cn rn NOS'13' " C N00'01 59 W 110.51 m p 05 E Z � cn co z G7 N N08 28'23"E (R) n "1 n O, o Ln LA z n �N14 49'44 "E 98.57' U r Z D z w .!� — — — — ZZ L21 o m o o w dt U1 rRi tC �n o °) " . w ' �q; Zvi w `p n O O op N W� Z U) oo N00101 59 W 105.24 m con �` �.,•QO �� � o � n � O LA CD U o `O w o V " �+ N08'1305" ?� cq N au co = N Oo C N00'01 59"W 120.52 - .p o �•o N00'01 59 W 109.15 cn o SA Ln w o E N m Z. Z z �^ UOi.) �' • ,� w o � wow v rn 119.73' rrl �D - O z q0 Oo C7 G7 �1 U+ W A Co -n W P Rl �, rn U L6 ) Z la -0 Ln w _ — L6 w rn O ( D p N00 01'59"W 104.76' _ nl cn o rn (r D O IOTI f.z r " m U= L7 L7 N00'01'59"W 116.95' �+ C 28' , \! N08'1305"E N O y p N0001 59 W 129.98 — — — — N 28 56' W C7 5 N w cn rn 132.74' O 2 O f� °) Cil c'�'11' cn C) rn oNo I0n Z z p� x W �! C >.r U' �C v N00'01'59"W 104.75' v a' r LA o o c" cin ca N0673'05" N w n n N00'01'59"W 129.98' m 28, 56 28, m= N00'O1'59"W 109.64'v v N E �, y a D Q o w N w Ln L18 L18 138.98' • \ ? C O lz� Cn V 0 O N n w p �O� Z• y �7 - = �j cn o {'' NO2 50'02"E R V L" \ 2 Z y () 105.57 D Po rn N'{<O �Tl II z c N00'01'59"W 105.00' U' D v N'03'57-W ,m 0 O N00 03 57" W (R) 144.57' 129.97' w n Q) Z C) 11 00 to Co 7 : 1 �j D CO Z = po N00'01'59"W :�' r 134.97' c,, {, cn C7 cn 10 ry a; -+ rn I ro N L+ pP Q p U, I nl cn N (A cn o � N r ° ' w D� m O " �l D o y E o m o wo b o o rno OOD n a.- N00'01 59 W cn m 134.97 � C7 00 V moo c •��or5.00' 11 �IN W 5lS.ylN ZaO o 0� m -0v `m 129.97 n rn � o (n -0 105.00x8'90l 1 v N) co -o 0 �-'-mC7 0 mO nlC) m un U -1 n CZ-•{ o rNv L O O O pi rrl Z w o cpn o ma`' 'g l 0� N C c0 Di1 n M �7 N N00'01'S9"W 125.72' '� o o ^' Iv rn ` 00 �' r► I w N00'01'59"W 105.00' (?!) 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(n 0) 00 00 N_` P 00 LO y Do wOOO(nNcoODrnO OOOON•N O r po V OP. • 00-+ P -4s-•-`-i-t POOOoNO ONo N �-+ c11 �z C �P wP cNO r� Z �wONOcocowON{�wcoNN0 • O Cn cp 0 NON O O O O N rn co ;�2-U3�i5383 $ SEE BEL 0 W RIGH T So. «� «� SEE SHEET 4 \ \\ \ "�6;S3F f , fff fffl ,� \\00 Z 00 oo NDD G� �j, \v� �0 CA X -D cNn' w O N N N' oZo �Ma��,9£' N `n nIt Nir 6� \. c = uz W wo c,+ 4' 0 \i (?�� Z �".OZ 1, O s . \ � �9 9 �9 rn rn rn N o o N ^' "8 9 F� G .� \ F r N ,gZ N V jt b 30 N ,9Z N I N O C" ,g9 _ _ m 2 �`�• 1 J M"L0,60.90N / 9 s \ N w ,00'9tt _ — — — — r� Al, M"Z M„6Z,90•60N ,o6� `9 `30- rn L3 0 / 4ti 01, p V rn (8) M"90,Z5.90N \i o m r 1� go -lot (n 0�' 9£ iso• tc• ou w (� - 11 N o °° ., r N O ' U' m-cn o0 � � D rrn IV wrn 0 0) o �. Ln oCL c clo n r` r M 9Z,L�'•60N /o cn0 c- mac'` N N / I(;, 1 �Q c�0 I Z ,OZ 95 �m \\ M"0 Z`•OZ s ?� �� `�l �� ,d ` �� �� O z „ O r 9tt (2!) M"Z0, ZlN �`�\ O o (?ji �� wZ�, �/ 6c, ��. \ s 0 �c�. N (� rn �%i as N ` 81 O. 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I r Fn 00 :d rri ,Z8 �$ �`, ��o'l m ~ / rye f N �� 1 00 n D O Sz9;s a -rnm4 O O O.�\ 1 Z I 10 n O rn ? zn� r- (" 66 00' L= 133• r / c1 � •6trl / / I Z � N I I� � 2 Z z • � i w \ \ r 00 / G' / 6 ( coo t° � '~C O Z Q \ m — _ Z 00 rq (A fN \ \ \ a"\ '' W m Z ;�� �NOU d�Ns,�(1� I LA rna \ \ NOLL `� I op` ma I m 0 1� Rl — — m 1rriI/ \ — — N07,31'15'E �R! L� �� I (Zi, = v z 2 I� D A rte- O 70 25, rn �R 5� 9 IN p m m '� "-i z Z V) Oo n y Z77 O M cwn -•� � Z n11r1 O C \ rm• I �3rs \ 66.80' L22 N05 21 '44 E — ' °Z1 lg NO3'41 '03 "E �� � 9ZN 20 �� p9 RC1 I o V r I � z Z F _ 48.00' `Z 48.61 ' 99 �� �� o rna 2 N o co Z N -0 O r- oll 65.38 ' — y - 27.36' 8 M 9 t1 � 6'� deo � � 41 I � N m c) �� 1 N07:31 41 pE N06 18'05 "E 1- Z ' 11.74' L17 0 y� w a o n r Q Z m m p �---�_ 0.35' \ �j - `� a' I C► O O r— O ` v N59 23'23 E '� N c(Do a O o �R) �'4 o i i � o — — — .� �UR�SD/ � iv —��� �� �dti SEE SHEET 7 NonN ql d �0�`' N Z v N r ,a co (o N c0 v O w m ,6 G7! 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N 0) O 4 w C D wNOMN300wGa0��0po0�o0�00�o O) O) CO CO CO CO � Raj ;.000000;.:..0000000 p)000000 N V 0000000 C (n y 00 w V V -4-j VNON CA OowO ( i 4L4 LA L4 --w 4 N3 � LO' 11O(D00-�N(nwcotocoNN0N P"K N' -; r co N(nLq 01144M a o00cp(oC0 a a a a a D I� m y O r po 1- p NNN P V ., V ONo N �-+ c11 0Ni two �P wP cNO r� Z �wONOcocowON{�wcoNN0 • O Cn cp 0 NON O O O O N (n co N Ln 4i _y v� o D �?l o � y O OrriO Z rn 0 �' N_,000OVm V �rrrrrrrrrZ cn�(Arsa C iriZ D zzzzzZzzzzzz W N) V N3 C) + O 0) � M CO,i ��wcG!C. cN) f0 to o0 000��c�i, 4 o0 � 0)m m_ W �UNiNC�.icNOCNnCOn �40iCc�p Ln r ::9 r*1 r*1 PTI nl ::E ::4 rq r (n 2 nl v J ppCnaOCncp-�_.N Po J J J J N JOO N� -r l �1ooOo>oov�PrnoO�o �--X00-NOoCn-o�NN � Zv m co rrl ''I m N31'15"E 70-25' _ IV073f'15"E _� -- 65 38• 65N07-ji 14, 38' / — 731'15"E " I ----_ _ 70.25' I N00'37'01 E N0731'15"E 66.80' n 21.45' �_ 25.47' N10'15 g8"E 19.88' 19.00' rq n r= rn 65.38 m�I rn z I � o a I � I v I i \ \ I 0 T 0 1,021— o 7-A 3 1� Y. -XI 00 \ cn FTI °6/?o. z / co ya aoo Z c(f)i n ��aco m rrl n a o /�6�� 4A, O wZ�r y. 69' Z N (n = r- 40, t'0,� � O L5 �— n n r Nm�z C-) ;0 � mZZZ y 03mo'm Z� n v --j 10 'zmro r rn Co C nam Am�ZID • V � a W V O �o 00 rq a cn i i O v N89 5835'E [N89 58'47"E] 14\ \ f 178.69' [178.79] f IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO, 37294 BEING A SUBDIVISION OF PARCEL 'B' OF LOT LINE ADJUSTMENT NO. 180008, RECORDED DECEMBER 21, 2018 AS INSTRUMENT NO. 2018-0496453 O.R., TOGETHER IMTH A PORTION OF PARCEL 1 OF PARCEL MAP NO. 19797, FILED IN BOOK 122, PAGES 2 AND 3 OF PARCEL MAPS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, LYING WITHIN SECTION 31, TOWNSHIP 6 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE MERIDIAN PROACTIVE ENGINEERING CONSULTANTS, INC. JANUARY, 2020 I/- 50'3947'E (R) 1266.58' [1266.67] /'1-- 373.75' [373.76'C.] 178.38' / o 714.87' (714.43' R2) � N5039'04"E (R) ! j 85.54 (85.55 ] 85.85' - 374.06' (374.12' R6) PARCEL 'B' ��� �• LOT LINE ADJUSTMENT NO. 180008 REC. 12/21/2018 INST. NO. 2018-0496453 O.R. OcP �cp. J NORTH LINE OF THE SOUTH 58 ACRES OF SW 1/4, SEC. 31, T.6S., R2W., ESTABLISHED 25' SOUTH & 13 PARALLEL OF THE SLY LINE OF TRACT LINE, PER R3 --------------------------- SEE SHEET 2 inti- u3Ns3�3 �a � �o SHEET 7 OF 7 SHEETS N 45'05'23 "E (R) v��� \ r----- 'o / / v 227 Lo _pOk 243 �� oho i 48 56'20 "E (R) N \\ OXl- O o o. o / TRACT N0. 29484 ���- �� ��'o� MB 387/81-99 248 000 j0p 2 Q rn N89 58'35"E (N89 58'47"E] N50'39'47"E (R) \ $ J N52 23'18"E (R) \ 1266.58' (1266.67'] p ----- �---- 374.06' (374.12' R6) cc 178.69' (178.79'] 85.54' 85.55']- / [100.95-1 - (187.26'] (f 714.87' (714.43' R2) SEE DETAIL 'C' HEREON T 0 N PARCEL B LOT LINE ADJUSTMENT NO. 180008 PARCEL 0472-0196 GRANT DEED TO THE COUNTY OF RIVERSIDE o C7 ' �'� N51 '42'41 "E R = 13 - - - - - - REC. 12/27/2007 INST. NO. 2007-0765490 O.R. N t6 � CrnTI y - REC 12/21/2018 INST. NO. 2018-0496453 O.R. N89 58'35"E (N89 5847"E R2) - - - - - - 354.06' (354.11' R7) (353.98' R2� N m - - - - - - ------------------- C2 -- -� 6.46' C 367.87' 298.93' 50.00' 15 f N89 57'45"E (N89 27'44"E) 12 348.93' (348.95' F716.80' (717.00')(716.39' R2) 10 jv N5159'41"E (R) PARCEL 04724-0152G 3 NORTH LINE OF THE SOUTH 58 �GRANT DEED TO THE COUNTY OF RIVERSIDE ACRES OF SW 1/4, SEC. 31, T.6S., REC. 12/09/2021 '� tD R2W., ESTABLISHED 25' SOUTH &INST. NO. 2021-0727663 O.R. 50' z o PARALLEL OF THE SLY LINE OF �- TRACT LINE, PER R3 PARCEL 0472-019B GRANT DEED TO THE COUNTY OF RIVERSIDE REC. 12/27/2007 INST. NO. 2007-0765490 O.R. N51 442'41 'E (R) / I -N5133'38 "E (R) N89 5835"E (N89 5847"E R2) 354.06' (354.11' R7) (353.98' R2) -.- PARCEL 04724-0152G i INST. NO. 2021-0727663 O.R. (348.95' R7) -- 348.93' 36 7.87' --� N89 57'45"E (N89 27'44"E) N_51 59'41 "E (R)� � N51 50'1 D"E (R) [ O'@M UMI Fp)AWLF9' v pZZ2 Xl HALD M. flgDgD [ G-)923 V 29 / 2 ncrAu 'I-' ivv JI+nLG 01, 716.80' (717.00') (716.39' R2) N5435'00"E (R) U A � ? PARCEL 0472-022A [�)@m fl@ nMp�1G3C�C a fl GRANT DEED TO THE COUNTY OF RIVERSIDE (�QG3C�CL� C�i1QG� GVIOo �gDg� REC. 12/26/2007 �� ME INST. NO. 2007-0763758 O.R. DETAIL 'A' 1'--40' SCALE: 1"= 40' 40' 0 20' 40' 80' U)03 Z CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTHRECORD DATA R A L Cl 1733.17' 1'03'37" 32.08' (1733.17' 1-03'38- 32.08 R7) C2 1733.17' 0'16'30" 8.32' (1733.17' 0'16'32" 8.34'77-)- .34 R7)C3 C3 1733.17' 2 35'18" 78.30' 11733.17 23522" 78.33'] inti- u3Ns3�3 �a � �o SHEET 7 OF 7 SHEETS N 45'05'23 "E (R) v��� \ r----- 'o / / v 227 Lo _pOk 243 �� oho i 48 56'20 "E (R) N \\ OXl- O o o. o / TRACT N0. 29484 ���- �� ��'o� MB 387/81-99 248 000 j0p 2 Q rn N89 58'35"E (N89 58'47"E] N50'39'47"E (R) \ $ J N52 23'18"E (R) \ 1266.58' (1266.67'] p ----- �---- 374.06' (374.12' R6) cc 178.69' (178.79'] 85.54' 85.55']- / [100.95-1 - (187.26'] (f 714.87' (714.43' R2) SEE DETAIL 'C' HEREON T 0 N PARCEL B LOT LINE ADJUSTMENT NO. 180008 PARCEL 0472-0196 GRANT DEED TO THE COUNTY OF RIVERSIDE o C7 ' �'� N51 '42'41 "E R = 13 - - - - - - REC. 12/27/2007 INST. NO. 2007-0765490 O.R. N t6 � CrnTI y - REC 12/21/2018 INST. NO. 2018-0496453 O.R. N89 58'35"E (N89 5847"E R2) - - - - - - 354.06' (354.11' R7) (353.98' R2� N m - - - - - - ------------------- C2 -- -� 6.46' C 367.87' 298.93' 50.00' 15 f N89 57'45"E (N89 27'44"E) 12 348.93' (348.95' F716.80' (717.00')(716.39' R2) 10 jv N5159'41"E (R) PARCEL 04724-0152G 3 NORTH LINE OF THE SOUTH 58 �GRANT DEED TO THE COUNTY OF RIVERSIDE ACRES OF SW 1/4, SEC. 31, T.6S., REC. 12/09/2021 '� tD R2W., ESTABLISHED 25' SOUTH &INST. NO. 2021-0727663 O.R. 50' z o PARALLEL OF THE SLY LINE OF �- TRACT LINE, PER R3 PARCEL 0472-019B GRANT DEED TO THE COUNTY OF RIVERSIDE REC. 12/27/2007 INST. NO. 2007-0765490 O.R. N51 442'41 'E (R) / I -N5133'38 "E (R) N89 5835"E (N89 5847"E R2) 354.06' (354.11' R7) (353.98' R2) -.- PARCEL 04724-0152G i INST. NO. 2021-0727663 O.R. (348.95' R7) -- 348.93' 36 7.87' --� N89 57'45"E (N89 27'44"E) N_51 59'41 "E (R)� � N51 50'1 D"E (R) [ O'@M UMI Fp)AWLF9' v pZZ2 Xl HALD M. flgDgD [ G-)923 V 29 / 2 ncrAu 'I-' ivv JI+nLG 01, 716.80' (717.00') (716.39' R2) N5435'00"E (R) U A � ? PARCEL 0472-022A [�)@m fl@ nMp�1G3C�C a fl GRANT DEED TO THE COUNTY OF RIVERSIDE (�QG3C�CL� C�i1QG� GVIOo �gDg� REC. 12/26/2007 �� ME INST. NO. 2007-0763758 O.R. DETAIL 'A' 1'--40' SCALE: 1"= 40' 40' 0 20' 40' 80' U)03 Z N a3 o6 0 00 co SEE SHEE T 2 160'