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rs152_054(o r7 PARCEL "A" LLA 2018-502 DETAIL 'A• NOT TO SCALE PARCEL "B" LLA 2018-502 DOC # 2018-0399743 REC. 10/09/2018 14 CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY PARCEL "a" OF PARCEL "A" AS DESCRIBED IN "NOTICE OF APPROVAL OF CORRECTED LOT LINE LLA 2018-502 ADJUSTMENT N0. 2018-502" REC. 1010912018,9 AS DOC. N0. 2018-0399743,9 O.R. LOCATED IN SEC.. 11, TOWNSHIP 4 SOUTH, RANGE 5 EAST, S.B.M. rESTABLISHED BY ID MSA CONSULTING, INC. APRIL — 2019 \ / INTERSECTION OF FOUND MONUMENTS (NOTHING SET) DETAIL •B• NOT TO SCALE BASIS OF BEARINGS � 3EE DETAIL •B• ABOVE MONUMENT NOTES F]1 FD. 1" I.P. W/PLASTIC PLUG "P.L.S. 4989", FLUSH, PER R.S. 148/90, ACCEPTED AS NORTHEAST CORNER PARCEL "A" OF L.L.A. 2017-4919 REC. 04/17/2017 AS DOC. NO. 0154139, O.R. F21 FD. 3 1/2" BRASS DISK STAMPED "BLM S 11-12 1/4 T4S R5E", DN 0.1', PER R.S. 148/90, ACCEPTED AS EAST 1/4 COR. SEC. 11. F31 FD. 3/4" I.P. W/TAG "LS 3442", DN 0.2', PER R.S. 148/90, ACCEPTED AS POINT ON NORTHEASTERLY RIGHT-OF-WAY LINE INTERSTATE 10. F-41 FD. 3/4" I.P. W/TAG "LS 34429, DN 2.3', PER R.S. 148/90, ACCEPTED AS POINT ON SOUTHWESTERLY RIGHT-OF-WAY LINE VARNER ROAD. SEE DETAIL "A" ABOVE. F51 FD. 3/4" I.P. W/TAG "LS 4146", DN 2.49, PER R.S. 148/90, ACCEPTED AS POINT ON SOUTHWESTERLY RIGHT-OF-WAY LINE VARNER ROAD. SEE DETAIL "A" ABOVE. © FD. 3/4" I.P. W/TAG LS 3442", DN 2.3', PER R.S. 148/909 ACCEPTED AS INT -X OF SOUTHWESTERLY RIGHT-OF-WAY LINE VARNER ROAD AND EASTERLY LINE SEC. 11. SEE DETAIL "A" ABOVE. F71 FD. 1" I.P. W/PLASTIC PLUG "P.L.S. 4989", FLUSH, PER R.S. 146/17 AND R.S. 148/90, ACCEPTED AS SOUTH 1/4 COR. SEC. 11. F81 FD. 3/4" I.P. W/TAG "LS 3442", FLUSH, PER R.S. 148/90, ACCEPTED AS POINT ON NORTHEASTERLY RIGHT-OF-WAY LINE INTERSTATE 10. SEE DETAIL "B" ABOVE. []9 FD. 3 1/2" BRASS DISK STAMPED "BLM S 11-12-13-14 T4S R5E", UP 0.5', PER R.S. 148/90, ACCEPTED AS SOUTHEAST COR. SEC. 11. E'LY LINE SEC. 11 " E 324.47' E 324.47' R3 won 0' 300' 600' 900' 1200' SCALE 1 "= 300' JO 19 - o ()I I rl ; t -vn) SHE 1 OF 1 SHEET. \?, RECORDER'S STATEMENT FILED THIS �� DAY OF ,"rtj� e. 20 AT �'� �Q .M. IN BOOK � 5a- OF RECORDS OF SURVEY, AT PAGE AT THE REQUEST OF THE COUNTY SURVEYOR. • J619, - FEE �. �. PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: L;.�,� � � � 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 GLASS HOUSE PHARMS, LLC, IN MARCH OF 2019. DATE: J �� e �3 20/9 CHARLES R. HARRIS P.L.S. 4989 COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT, THIS C DAY OF t` 20 DAVID L. McMILLAN P.L.S. 8488 COUNTY SURVEYOR EXP 12/31/20 SURVEYOR'S,` NOTES CHARLES R. HARRIS p No. 4989 \T� oF CAS-�F�/ 1111111110 111111111 S0� N�Np,L LANA sli � No. 8488 � Exp. 12/31/20 s�q�F �F CA��F THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTHERLY LINE OF SECTION 11, TOWNSHIP 4 SOUTH, RANGE 5 EAST, S.B.M., AS SHOWN ON RECORD Or SURVEY, ON FILE IN BOOK 146, AT PAGE 17, OF RECORDS OF SURVEY. TAKEN AS: N 89' 13'20" E 0 INDICATES FOUND MONUMENT AS NOTED. Q INDICATES SET 1"" I.P. "P.L.S. 4989", FLUSH. (-)R1 CURVE DATA N0. DELTA RADIUS LENGTH C 1 10'54'53" 650.50 123.92' INDICATES 10°54'53"1 650.50' 1-23.92')R31 � LINE DATA CENTERLINE. N0. BEARING LENGTH L1 N ST 139 20" E 209.43' N 89.13121 " E 209.43')R3 L2 N 89' 13`20" N 89' 13'21$t " E 324.47' E 324.47' R3 won 0' 300' 600' 900' 1200' SCALE 1 "= 300' JO 19 - o ()I I rl ; t -vn) SHE 1 OF 1 SHEET. \?, RECORDER'S STATEMENT FILED THIS �� DAY OF ,"rtj� e. 20 AT �'� �Q .M. IN BOOK � 5a- OF RECORDS OF SURVEY, AT PAGE AT THE REQUEST OF THE COUNTY SURVEYOR. • J619, - FEE �. �. PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: L;.�,� � � � 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 GLASS HOUSE PHARMS, LLC, IN MARCH OF 2019. DATE: J �� e �3 20/9 CHARLES R. HARRIS P.L.S. 4989 COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT, THIS C DAY OF t` 20 DAVID L. McMILLAN P.L.S. 8488 COUNTY SURVEYOR EXP 12/31/20 SURVEYOR'S,` NOTES CHARLES R. HARRIS p No. 4989 \T� oF CAS-�F�/ 1111111110 111111111 S0� N�Np,L LANA sli � No. 8488 � Exp. 12/31/20 s�q�F �F CA��F THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTHERLY LINE OF SECTION 11, TOWNSHIP 4 SOUTH, RANGE 5 EAST, S.B.M., AS SHOWN ON RECORD Or SURVEY, ON FILE IN BOOK 146, AT PAGE 17, OF RECORDS OF SURVEY. TAKEN AS: N 89' 13'20" E 0 INDICATES FOUND MONUMENT AS NOTED. Q INDICATES SET 1"" I.P. "P.L.S. 4989", FLUSH. (-)R1 INDICATES RECORD DATA PER R.S. 148/90. (-)R2 INDICATES RECORD DATA PER R.S. 146/17. (-)R3 INDICATES RECORD DATA PER INST. N0. 039973, REC. 10j09J2018, D.R. � INDICATES CENTERLINE. (R) INDICATES RADIAL BEARING. INT -X INDICATES INTERSECTION. SURVEYOR'S STATEMENT THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE BOUNDARY OF PARCEL "A" DESCRIBED IN "NOTICE OF APPROVAL OF CORRECTED LOT LINE ADJUSTMENT NO. 2018-502" REC. 10/09/2018, AS DOC. NO. 2018-0399743, O.R. AND GRANT DEED REC. 02/26/2019, AS DOC. NO. 2019-654389 O.R. GROUND SURVEY WORK WAS CONDUCTED ON APRIL 25, 2017. RIV. CO. 19-042 JeNe 1954