Loading...
rs153_068CIN OF COACHELLA, COUNTY OF RIVERSIDE, CALIFORNIA -- N=2258684.58 � E=6573244.200 RECORD OF SURVEY � / EL=2706.89 � PARCEL 1 OF CERTIFICATE OF COMPLIANCE FOR LOT LINE ADJUSTMENT ADJUSTMENT N0. 2018-02, PER DOCUMENT `G01D RECORDED JULY 19, 2018, AS INSTRUMENT N0. 2018-0291832 OF OFFICIAL RECORDS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN SECTION 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SAN BERNARDINO MERIDIAN ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS JULY 2019 rF'8FiF� COUNTY SURVEYOR'S STATEMENT STATEMENT OF PURPOSE 8 � � �, 8 THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION�766, OF THE THE PURPOSE OF THIS SURVEY IS TO SHOW THE PROPERTY TO N=2191728.476 � qy PROFESSIONAL LAND SURVEYORS ACT THIS � 3 DAY OF ___ �G__ , 201 � BE CONVEYED TO CP COACHELLA DPSS, LLC AND MONUMENT THE E=6582486.430 PROPERTY LINES OF PARCEL 1 OF CERTIFICATE OF COMPLIANCE / EL= -60.81 / QST FOR LOT LINE ADJUSTMENT ADJUSTMENT NO. 2018-02, AS INSTRUMENT NO. 2018-0291832 OF OFFICIAL RECORDS. � o � c,4 K5J DAVID L. MCMILLAN, COUNTY SURVEOR 0LS. 8488 � 1,� `G ,��'�o EXP. DATE 12/31/2020_--- z *r $911 � cv PIN (AF9708) �6� �����' � � � N=2166429.316 �'� `� � � 3 S0, INST. X1981-020040 O.R. � E=6498294.296 STREET &HIGHWAY EASEMENT EL=4227.36 CENTERLINE o.. 0453 Exp. 12-3142"0 EST. BY HOLDING PARALLEL WITH THE CIL OF 6TH STREET PER RS 5/21 R/W PER BK. 397, PG, 709 4TH STREET (FIRST s7. NORTH) REC. to/ts/t.; 3 / Lo G�'�DJN=2190406.964 / SET RAMSET NAIL &TAG, E= 6582482.037 LS 5529 !N CURB ON K .'� EL= -61.89 l PR{,*.D. OF P/L �? / EST. BY INT, N36'08'33"W 9.94' N53'53' 19 "E 218.28']". N53°53' 19 "E 400.00' / 1'� POR. TRACTS "F" /L\ 1 1 \/ I A / R4d cd Q N53'53' 19 "E 1440.43' <N53°56'00 "E 1040.405 1015.43' �` NW 'LY LINE OF / 4✓ Q� , PARCEL 3 y a u')"**D*** *"E*" / ,�Q- ���• o, � TRACTSAND co� " 700.00' <N53'56'E 700'> . h �`ti N53 53 19 E �[N53"53"19'OE 400.00 <400 >N=2190207.102 Q300-00"<300"] - 10 �, >� _ E=6582988.220 '�. ` " -�-• v a ��- 200.00 <200 > 200.00' (200.26') " EL= -65.05 / �. ��, 54 0)] - <2q0 > R&M r 52 _ [ ] [S4�2 4600 � z c? yR , "E R}� � ,,� w HELD REC. DIST. .� .22 46 �_ - �• .� `°� [S71- 0� •--� , L 1 [R&M]_ 44.0 r PARCEL 4 _ a ��' C6 , N NW LY LINE PARCEL 2 l C4 1� C3 . 1, ��. C5 C�� ��s�p PM 20/65 Ile [fL2] a '�1 �j ( DN. 0.2 `'s �� 00\N(R)_/ 09 0 - r. ' • N53 53 '19"E 200-001 �o� •��'AJ (200.1 s "', o(��� wpb,"M� / r �, �; �o COACHEL�I ►. IAND & WATER COMAPAY ' o a - ,�� ,�o li �� �,. - PORTION OP LOT 10 � Q� Ln00�ti z y .A* K MB 4/53 �- Lo 4 co r: PARCEL 1 OF °? K.A '< RS 5121 c� z p• ,. ;� C.O.C., LLA NO. 2018-02 Nil TMAP (AJ1930)cl�© o � C-0 Q N=2176962.763 / o ��• TRA C T A z INST. 12018-0291832 O.R. SFN v SFN E=6588922.681 / `�' � �' �0711912018 LoQ ,�� v TRACT B REC. �. SEL= -10 7.55 / . ��, f- EST. BY HOLDING PARALLEL Lo TRACT R WITH THE CIL OF ORCHARD AVE TRACT C TRACT D � PARCEL 2 y o SW'LY COR. LOT 5, BLK. 5, M.B. 6/49, EST. BY INT. EST. BY HOLDING PARALLEL WITH THE CIL OF 6TH STREET PER RS 5/21 37.5' ft os 'd W W wW �� cr-CL Low 5TSTREET (MAIN H ST.) rte.` w P Eft BY HOLDING PARALLEL Z WITH THE CIL OF ORCHARD AVE j 3RD STREET Am - 425.00' EST. BY REC. DIST. PER MB 6/49 RFC. & MEAS. PER MB 6/49 BASIS OF BEARINGS DE1AIL .J EST. BY HOLDING PARALLEL � '1\ 812.5' � ti NOT -TO -SCALE WITH THE CIL OF ORCHARD AVE NE'LY LINE TRACT "D" z �� 'd SFN, S.E. CDR. LOT 10 ti R I SFN, SET RAMSET NAIL & TAG, HELD REC. DIST MB 4/53, EST. BY INT. <N53 5 fi E> [N53 53 19 E] LS 5529 IN CURB ON PROD OF PIL <2005 [R&M] N53 53 19 E 681.25 (N53*59"1000$. 200.00' (200.0 155.00 -�-� [160-001 --. -- 181.25 w , N53'53' 19 "E 1918.57" (N53*59*'10"*E) <N53'56'E 700'> _ --[336.25] �[345.00] C/L PER PM20/65 1212.12r� ' _� _ (0.51) EST. BY INT. 706.46'(705.58') "' �'''"�(0.36')-- w -/L PER RS 150/ CIL 02 €N53 6TH STREET (FIRST ST. SOUTH} 366.73'(366.28) 340.20'(339.78')00 --- ---- �'...... �. FD. MAGNAIL, FLUSH, NO REFERENCE; gyp, to 00 (0.80) ESTABLISHED BY PRORATION N ACCEPTED AS q INT., PER PM 20/65 �1 po PER PM 20165 RS 150/02 w N FITS CLOSE TO RECORD DIST. TO Q rn 4 ORCHARD & 7TH PER RS 150/2 & �1 wN p N o FROM 52ND TO 6TH PER MB 4/53 G NU' CL w� "' o REPLACED WITH COPPERWELD MON., �C LS 5529, FLUSH z 2 6 7 �� ?N 7TH STREET 44'E` BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTE•M,CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS "P600" "PIN 1 " AND "TMAP" NAD 83(NSRS2007) AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM 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 DISTANCES BY A COMBINATION FACTOR OF 0.9999803860. CALCULATIONS ARE MADE AT BASE STATION POINT NO. 1 WITH COORDINATES OF: N: 2190207. 10,o E. 6582988.22, USING AN ELEVATION OF -65.05 FEET. LINE TABLE LINE DIRECTION LENGTH Ll N53'51'27"E 179.31' L2 N71 '4231 "E 10.65' L3 N21'5526 "W 100.65' L4 N89'4735"W 91.00' L5 N89.4735 "W 48.45' CURVE TABLE CURVE RADIUS DELTA LENGTH C1 381.002 11'19'16" 75.28' C2 46.00' 82°30'41 " 66.24' C3 99.00' 17°51'04 30.84' C4 39.00' 36' 19'07" 24.72' C5 344.00' 35' 16'04" 211.75' C6 46.00' 129°56'30" 104.32' L) SHEET 1 OF 1 SHEET tp7 RECORDEPS STATEMENT p FILED THIS LM DAY OF �' 20"1, ATM. IN BOOK _� _ OF RECORDS OF SURVEY, AT PAGE, AT THE REQUES OF THE COUNTY SURVEYOR. NO. I -Oil ow -AA 1 1AIS5 FEE _'w __T!L _ PETER A ANA, ASSESSOR - COUNTY CLERK -RECORDER BY ------------------, 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 SURVEYOR'S ACT, AT THE REQUEST OF CP COACHELL4 DPSS, LLC ON JULY , 2019. LANp SG Ile\.c o J � N0. 5529 MATTHEW E. WEBB EXP. DATE 09/30/2020 OF CAL -1E���\P SURVEYOR'S NOTES 1. BASIS OF BEARINGS IS GRID NORTH PER CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS 83, ZONE 6, EPOCH 2010.00, BASED LOCALLY ON CORS STATIONS "P600" "PIN 1 " AND "TMAP': (SEE BELOW, LEFT) 2. --l- INDICATES FOUND MONUMENTS AS NOTED. 3. D INDICATES TRI -STATION (COR STATION). 4. 0 INDICATES SET 1" IRON PIPE TAGGED L.S. 5529, FLUSH PER CERTIFICATE OF COMPLIANCE FOR LOT LINE ADJUSTMENT NO. 2018-02 AS PER INST. #2018-0291832 OR, RECORDED 07/19/2018, UNLESS NOTED OTHERWISE. 5. D INDICATES SET 18" COPPERWELD MONUMENT, LS 5529, FLUSH 6. ALL DIMENSIONS ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. 7. ALL BEARINGS READ IN A NORTHERLY DIRECTION UNLESS, OTHERWISE NOTED. 8. ALL DISTANCES ARE GROUND AND GRID DISTANCES CAN BE OBTAINED BY MULTIPLYING GROUND DISTANCES BY A COMBINED FACTOR OF 0.9999803860. 9. TOTAL AREA OF THE SUBJECT PROPERTY IS 2.98 ACRES, MORE OR LESS. 10. ALL BEARINGS READ IN A NORTHERLY DIRECTION, UNLESS OTHERWISE NOTED. 11. () INDICATES RECORD AND MEASURED DATA PER PM NO, 21, P.M.B. 20/65, UNLESS OTHERWISE NOTED. 12. < > INDICATES RECORD AND MEASURED DATA PER RS 5/21. 13. INDICATES RECORD BEARING AND DISTANCE DATA PER RS 150/2. 14. [ J INDICATES RECORD AND MEASURED DATA PER CERTIFICATE OF COMPLIANCE FOR LOT LINE ADJUSTMENT NO. 2018-02 PER INST. #2018-0291832 O.R., RECORDED 07/19/2018. 15. R&M INDICATES "RECORD & MEASURED" DATA. 16.(DINDICATES ESTABLISHED BY INTERSECTION FOUND MONUMENT LISTING ?� BASE POINT, SET 2"X2" HUB W/MAG NAIL, FLUSH ❑2 FD. RAILROAD SPIKE, DN. 0.20' PER PM 188/17-18 �3 FD. RAILROAD SPIKE, DN. 0.20' PER PM 188/17-78 8c RS 80/36 a4 FD. GEAR SPIKE &WASHER, LS 8508, FLUSH PER C.R. 12-0531 & RS 150/02 FD. COPPERWELD, LS 7564, FLUSH PER C.R. 07-124 ❑6 FD. COPPERWELD, LS 7564, FLUSH PER C.R. 07-125 &PER RS 150102 ❑7 FD. COPPERWELD, LS 7564, FLUSH PER C.R. 07-125 &PER RS 150102 8� FD. RAILROAD SPIKE, DN. 0.10' PER RS 80/36 & PM 66/28-29 1 " = 100' 100 0 100 200 300 RIV. CO. 19-114