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rs150_047100 0 100 200 300 SCALE: 1"=100' SURVEYORS 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 SUMMERHOUSE HOUSING ASSOCIATES L.P. A CALIFORNIA LIMITED PARTNERSHIP, IN DECEMBER 2016. gam 'Vftft JO R. DUQUETTE,'LS 7566 DATE: COUNTY SURVEYORS STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS ACT THIS �"kDAY OF UN Ir 2018. DAVID L. MCMILLAN, PLS 8488 COUNTY SURVEYOR EXP. 12/31/2018 COUNTY SURVEYORS NOTE IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. RECORD OF SURVEY BEING A SURVEY OF LOTS A AND B OF LOT LINE ADJUSTMENT NO. PA 13-0056, RECORDED APRIL 1, 2013 AS INSTRUMENT NO. 2013-0154092 OF OFFICIAL RECORDS OF SAID RIVERSIDE COUNTY, LYING �,L LANh WITHIN SECTION 17, TOWNSHIP 2 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN. �4`' ,o�� R. DUQ�j�,�9�i�`o 1 7566 O NDq No BABB II,I exp 12 31 18 OF C 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 GOVERNMEN-I_CODE. THE PARCELS SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALL�[_�lD1RTHEREFORE �_ EX MAY NOT BE BUILDABLE PARCELS. DAVID L. MCMILLAN, PLS 8488 COUNTY SURVEYOR .33 rl EXP. 12/31/2018 c OC LEGEND .� 1 INDICATES RESTRICTED ACCESS PER TRACT NO. 33891, MB 424/82-84 4 AND PARCEL MAP NO. 36219, P.M.B. 231/58-60. Q �' � ) INDICATES MEASURED AND RECORD PER TRACT NO. 33891, MB 424/82-84 AND PARCEL MAP NO. 36219, P.M.B. 231/58-60, UNLESS OTHERWISE NOTED. (33.49') Rl TRACT NO. 338919 M.B. 424/82-84 R2 PARCEL MAP NO. 36219, P.M.B. 231/58-60. R3 LLA PA13-0056 REC. 4/1/13. INST. NO. 20143-0154092 O.R. MONUMENT NOTES INDICATES CORS STATION 0 INDICATES SET 1 IP & TAG "LS 7566", FLUSH. 0 INDICATES FOUND 1" IRON PIPE WITH TAG "LS 4547", FLUSH PER R2 0 INDICATES FOUND MONUMENT AS NOTED AND REFERENCED HEREON. Fil 1 IP W/TAG "LS 7238", FLUSH. 0 MONUMENT WELL W/2'$ BRASS DISK STAMPED "CALIF DEPT TRANS", DOWN 0.4 1 $ PER CR 02-106 & R1&R2. F3� 1-1/4" IP W/TAG "LS 2602", DOWN 1.3 1 0 PER PARCEL MAP NO. 9036, PMB 40/1-2. NOTE: PARCEL MAP NO. 9036 CALLED THIS TAG LIS 3160 IN LIEU OF LIS 2602 PER P.M. 23/26 & R1&R2 F4 1-1/4" IP W/TAG "LS 2602", DOWN 0.3 $ $ PER R1&R2. F5—] LEAD AND TAG "LS 6153", FLUSH, PER PMB 196/35-36 & R1&R2. © 1-1/4" IP W/TAG "LIS 3160", DOWN 0.3 PER PARCEL MAP NO. 9036, PMB 40/1-2 & R1&R3. [-7] 1 IP W/ILLEGIBLE TAG, DOWN 1.0 PER R1&R3. ® 1 IP W/PLASTIC PLUG, ILLEGIBLE, FLUSH. Fq� 1 IP W/TAG "LS 3799", FLUSH, PER PARCEL MAP NO. 130431 PMB 70/21-22 & R1&R2. 1_0] 1-1/4 IP W/TAG "LS 2602", DOWN 0.2 PER PARCEL MAP NO. 9036, PMB 40/1-2 AND R1&R2. X-01" I 14i CP 0 INTERNATIONAL JULY 2017 —0°28'04.4" CONVERGENCE ANGLE AT PO I NTF2-1 a� 0 z 0 0?cl 0 Ell 00 V) uo V O tO � U 3152 (0 � N/� N26z.00TRAC 59�53�55 3 � �� � b'I .................. ......... ......... ............... 27 0 �, ,�1"E 55� �8 62' i 2.00 PI 00) � P 03 2 2 �� 0000 00000<o -:B51 s 15 1 _z_ 0 cp 00 cry 2.85 00 rno0el �Aj 0 LOT 10 Oc�1� 33891 cp � y4 \ .0 TR NO . W'o . I./ cp 1 N�' 12� 105�G C C) '? ��l 37 - Cr b? p,0�v5-SME RQ �' ECUR 40 `p� �1NE P���SS ✓ c� P PR�E� (16.01') e14 Sb? 0 424182-84 rL 17.30 M. 0 �9 p3 i / i�� X78.06 q6 E / � � 3 /� 6l ro- rol MAP �39.3�/ j�� No�E�4015.-- I16 voglav 2 p.M•g• r � N�'29510 MAP___36 �1 PAPCM 196/35 g1 BSc/N1�wPY �cl� SjptE BASIS OF BEARINGS NOTE THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. 295109 PMB 196/35-36 BEING N16*56'06"W. (N26°59'58"E 33.3l') 51.01 X> 1> (51 T, .0 SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS 14n DAY OF mine, 2018 AT CaM IN BOOK OF RECORDS OF SURVEY AT PAGE AT THE REQUEST OF THE COUNTY SURVEYOR. FEE: IQ." NO. �?� � g ��3a� le PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: G11A I O',�S, -, DEPU PROJECT ,a (HWY. .79 S.) IF Zo VICINITY MAP N.T.S. N 2.280.816.881 GPS TIES N. T. S. N 2, 279, 468.000 E 6;237j668.236 r—M LFP N 2.154.994.777 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM 1983, ZONE 69 2007.00 EPOCH, BASED LOCALLY ON CONTROL STATIONS "BILL", "MLFP" AND NOCO NAD 83 BEARINGS SHOWN ON THIS MAP (NSRS2007)A HEREON. 1 11 k ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. THE DISTANCES SHOWN HEREON ARE GROUND DISTANCES, TO OBTAIN GRID DISTANCE MULTIPLY GROUND DISTANCE BY A COMBINATION FACTOR OF 0.99990331. CALCULATIONS ARE MADE AT POINT F2_1 WITH COORDINATES OF N: 2119450.999, E: 6302037.362, USING AN ELEVATION OF 1055.32' NGVD29. RIV CO 17-126 H:\PDATA\15102072\CADD\MAPPING\RS\2072RSOOl.DWG MQUETTE 5/3/18 11:34 am 0 Q0 0 tIII 0 Q0 0. 0 N Ul 0 Q0 Ul (J4 co (y �O CT) I& 0 1 0 tsi (.0 0 0') Q0 �Aj 0 LOT 10 Oc�1� 33891 cp � y4 \ .0 TR NO . W'o . I./ cp 1 N�' 12� 105�G C C) '? ��l 37 - Cr b? p,0�v5-SME RQ �' ECUR 40 `p� �1NE P���SS ✓ c� P PR�E� (16.01') e14 Sb? 0 424182-84 rL 17.30 M. 0 �9 p3 i / i�� X78.06 q6 E / � � 3 /� 6l ro- rol MAP �39.3�/ j�� No�E�4015.-- I16 voglav 2 p.M•g• r � N�'29510 MAP___36 �1 PAPCM 196/35 g1 BSc/N1�wPY �cl� SjptE BASIS OF BEARINGS NOTE THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. 295109 PMB 196/35-36 BEING N16*56'06"W. (N26°59'58"E 33.3l') 51.01 X> 1> (51 T, .0 SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS 14n DAY OF mine, 2018 AT CaM IN BOOK OF RECORDS OF SURVEY AT PAGE AT THE REQUEST OF THE COUNTY SURVEYOR. FEE: IQ." NO. �?� � g ��3a� le PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: G11A I O',�S, -, DEPU PROJECT ,a (HWY. .79 S.) IF Zo VICINITY MAP N.T.S. N 2.280.816.881 GPS TIES N. T. S. N 2, 279, 468.000 E 6;237j668.236 r—M LFP N 2.154.994.777 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM 1983, ZONE 69 2007.00 EPOCH, BASED LOCALLY ON CONTROL STATIONS "BILL", "MLFP" AND NOCO NAD 83 BEARINGS SHOWN ON THIS MAP (NSRS2007)A HEREON. 1 11 k ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. THE DISTANCES SHOWN HEREON ARE GROUND DISTANCES, TO OBTAIN GRID DISTANCE MULTIPLY GROUND DISTANCE BY A COMBINATION FACTOR OF 0.99990331. CALCULATIONS ARE MADE AT POINT F2_1 WITH COORDINATES OF N: 2119450.999, E: 6302037.362, USING AN ELEVATION OF 1055.32' NGVD29. RIV CO 17-126 H:\PDATA\15102072\CADD\MAPPING\RS\2072RSOOl.DWG MQUETTE 5/3/18 11:34 am