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mb490_067-073OWNERS** STA TEMEN T WE HEREBY STATE THAT WE ARE THE OWNERS OF THE LAND INCLUDED WITHIN THE SUBDIVISION SHOWN HEREON; THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS A CLEAR TITLE TO SAID LAND; THAT WE CONSENT TO THE MAKING AND RECORDING OF THIS SUBDIVISION MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LOTS A" THROUGH J" INCLUSIVE, THE DEDICATION IS FOR STREET AND PUBLIC UTILITY PURPOSES. AS A CONDITION OF DEDICATION OF LOT 'A" PIGEON PASS ROAD, THE OWNERS OF LOTS 139 AND 143 THROUGH 146, INCLUSIVE, ABUTTING THIS HIGHWAY AND DURING SUCH TIME WILL HAVE NO RIGHTS OF ACCESS EXCEPT THE GENERAL EASEMENT OF TRAVEL, ALSO EXCEPTING ONE (1) TWENTY EIGHT (28) FOOT ACCESS OPENING FOR LOTS 140 & 143, ONE (1) TWENTY-SIX (26) FOOT ACCESS OPENING AND (1) THIRTY (30) FOOT WIDE ACCESS OPENING FOR LOT 146 AS SHOWN HEREON. ANY CHANGE OF ALIGNMENT OR WIDTH THAT RESULTS IN THE VACATION THEREOF SHALL TERMINATE THIS CONDITION OF ACCESS RIGHTS AS TO THE PART VACATED. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: DRAINAGE EASEMENTS LYING WITHIN WATER QUALITY BASIN LOT 142 AS SHOWN HEREON. THE DEDICATION IS FOR THE CONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: FLOOD CONTROL EASEMENT LYING WITHIN OPEN SPACE LOTS 145 AND 146 AS SHOWN HEREON. THE DEDICATION IS FOR THE CONSTRUCTION AND MAINTENANCE OF FLOOD CONTROL FACILITIES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES. "WATER QUALITY EASEMENT" OVER ALL OF WATER QUALITY BASIN LOT 142 AS SHOWN HEREON. THE DEDICATION IS FOR WATER QUALITY AND INSPECTION PURPOSES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: OVER ALL OF OPEN SPACE LOTS 147 AND 148, AS SHOWN HEREON. THE DEDICATION IS FOR THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES WITHIN LOTS 147 AND 148, THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: FLOOD CONTROL AND DRAINAGE EASEMENT LYING WITHIN DEBRIS BASIN LOT 139 AS SHOWN HEREON. THE DEDICATION IS FOR THE CONSTRUCTION AND MAINTENANCE OF FLOOD CONTROL FACILITIES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: ACCESS EASEMENT LYING WITHIN OPEN SPACE LOT 146, AS SHOWN HEREON. THE DEDICATION IS FOR INGRESS AND EGRESS TO AND FROM FLOOD CONTROL EASEMENTS, FOR CONSTRUCTION AND MAINTENANCE OF FLOOD CONTROL FACILITIES.' THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: REGIONAL MULTI -PURPOSE TRAILS LYING OVER ALL OF OPEN SPACE LOT 141 AND LOTS 143 THROUGH 145 INCLUSIVE, AS SHOWN HEREON. THE DEDICATION IS FOR REGIONAL MULTI -PURPOSE TRAILS IN FAVOR OF RIVERSIDE COUNTY REGIONAL PARKS AND OPEN SPACE DISTRICT. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: ACCESS AND GROUNDWATER MONITORING WELL EASEMENT LYING OVER ALL OF LOTS 141, AND 142, AS SHOWN HEREON. THE DEDICATION IS FOR THE INSTALLATION, MAINTENANCE AND MONITORING OF GROUNDWATER MONITORING WELLS IN FAVOR OF RIVERSIDE COUNTY DEPARTMENT OF WASTE RESOURCES. WE HEREBY RETAIN LOT 139 IN FEE INDICATED AS 'DEBRIS BASIN" AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP. WE HEREBY RETAIN THE DRAINAGE EASEMENT INDICATED AS PRIVATE DRAINAGE EASEMENT" LYING WITHIN DEBRIS BASIN LOT 139 AS SHOWN HEREON, FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP. WE HEREBY RETAIN LOTS 140, 141 AND 143 THROUGH 148, INCLUSIVE IN FEE, INDICATED AS OPEN SPACE" PURPOSES AS SHOWN HEREON, FOR PRIVATE USE, FOR THE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP. WE HEREBY RETAIN LOT 142 IN FEE INDICATED AS "WATER QUALITY BASIN" AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP. PULTE HOME C6IPANY, LLC, A MICHIGAN LIMITED LIABILITY COMPANY 0 DARREN WARREN OF LAND ACQUISITION & DEVELOPMENT NOTARY ACKNOWLEDGEMENT NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE OCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT STATE OF C iM ; o r V1 '10- __) COUNTY OF OY_0.h- SS ON _N_Ma_ 22 L _'X 0�'3 __ BEFORE ME, I-Aoll o Y'_ C O l i e e. h S l oC K _-__-, A NOTARY PUBLIC, PERSONALLY APPEARED ___DA A rV, fin__ WaY r e V% WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(t) WHOSE NAME(.) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/,S E/ A;ii' EXECUTED THE SAME IN HIS/ffER/I:hfEtR' AUTHORIZED GAPACITY(*FF , AND THAT BY HIS/HE-t/I:HEif� SIGNATURE(,) ON THE INSTRUMENT THE PERSON() OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(t ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND. 4YAPUBLIC IN AND FOR SAID STATE Tc, y oc - Co I I ee h _Ed o c K----- PRINt NAME MY PRINCIPAL PLACE OF BUSINESS IS IN-'�V0.►tAp__-___- COUNTY. J' MY COMMISSION EXPIRES: q' Z 3 - 2 0210 MY COMMISSION NUMBER: 2D111- IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA TRACT NO. 33410 BEING A SUBDIVISION OF A PORTION OF THE SOUTH 112 OF SECTION 10, AND THE NORTH 112 OF SECTION 15, TOWNSHIP 2 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS FEBRUARY, 2019 TAX COLLEC TOR'S CERTIFICATE I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE, AS OF THIS DATE, THERE ARE NO LIENS AGAINST THE PROPERTY SHOWN ON THE WITHIN MAP FOR UNPAID STATE, COUNTY, MUNICIPAL, OR LOCAL TAXES, OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, EXCEPT TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES NOW A LIEN BUT NOT YET PAYABLE, WHICH ARE ESTIMATED TO BE $ � Q 0O • W DATED _4`� t _2,_20� MATTHEW JEN(VING ANY COUNTY TAX COLLECTOR THIS CERTIFICATION EXCLUDES SUPPLEMENTAL TAX ASSESSMENTS NOT YET EXTENDED BY. ----------------____ DEPUTY TAX BOND CERTIFICATE ,v\ I HEREBY CERTIFY THAT A BOND IN THE SUM OF I?-j �QOD'W HAS BEEN EXECUTED AND FILED WITH THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE, CALIFORNIA, CONDITIONED UPON THE PAYMENT OF ALL TAXES, STATE, COUNTY, MUNICIPAL, OR LOCAL, AND ALL SPECIAL ASSESSMENTS COLLECTED AS TAXES, WHICH AT THE TIME OF FILING OF THIS MAP WITH THE COUNTY RECORDER ARE A LIEN AGAINST SAID PROPERTY BUT NOT YET PAYABLE AND SAID BOND HAS BEEN DULY APPROVED BY SAID BOARD OF SUPERVISORS. DATED ! `� Y`-t, 202--Z, CASH OR SURETY BOND THIS CERTIFICATION EXCLUDES ANY COUNTY X COLLECTOR SUPPLEMENTAL TAX ASSESSMENTS NOT NINGS COUNTY TAX COLLECTOR YET EXTENDED BY, --------------- ---------- DEPUTY ABANDONMENT NOTE PURSUANT TO SECTIONS 66434 AND 66499.20.2 OF THE SUBDIVISION MAP ACT, THE APPROVAL AND RECORDATION OF THIS TRACT MAP CONSTITUTES ABANDONMENT OF THE FOLLOWING: THOSE PORTIONS OF PIGEON PASS ROAD PER DEED BOOK 1341, PAGE 334 DATED 211311952 WITHIN LOT 139 OF THIS TRACT MAP,. EXCEPTING FROM THIS ABANDONMENT ANY PORTION OF SAID PIGEON PASS ROAD LYING WITHIN LOT 'A' OF THIS TRACT MAP. THOSE PORTIONS OF PIGEON PASS ROAD PER DEED BOOK 4, PAGE 39 DATED 711311897 & RIVERSIDE COUNTY MAP 4-H WITHIN LOTS 139, 140 AND 143 THROUGH 146 INCLUSIVE, OF THIS TRACT MAP, EXCEPTING FROM THIS ABANDONMENT ANY PORTION OF SAID PIGEON PASS ROAD LYING WITHIN LOT A" OF THIS TRACT MAP. ALSO AS SHOWN ON RECORD OF SURVEY BOOK 96, PAGES 29 THROUGH 35, INCLUSIVE. STORM DRAIN EASEMENT DEDICATED TO THE PUBLIC IN FAVOR OF RCFCWCD PARCEL 'A" PER INSTRUMENT NO. 2015-0441649 OF OFFICIAL RECORDS, RECORDED OCTOBER 16, 2015 WITHIN THE BOUNDARY OF THIS TRACT MAP. SI GNA TORE OMISSIONS PURSUANT TO SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTERESTS HAVE BEEN OMITTED: AN EASEMENT IN FAVOR OF SFI SMR LLC, A DELAWARE LIMITED LIABILITY COMPANY FOR DETENTION BASIN INCIDENTAL PURPOSES, RECORDED APRIL 8, 2011 AS INSTRUMENT NO. 2011-0156726 OF OFFICIAL RECORDS. AN EASEMENT IN FAVOR OF SFI SMR LLC, A DELAWARE LIMITED LIABILITY COMPANY FOR ACCESS AND INCIDENTAL PURPOSES, RECORDED APRIL 8, 2011 AS INSTRUMENT NO. 2011-0156726 OF OFFICIAL RECORDS. RIVERSIDE COUNTY REGIONAL PARKS AND OPEN -SPACE DISTRICT, CERTIFICATE OF ACCEPTANCE THE RIVERSIDE COUNTY REGIONAL PARKS AND OPEN -SPACE DISTRICT HEREBY ACCEPTS THE DEDICATION OF THE REGIONAL MULTI -PURPOSE TRAIL EASEMENTS, AS SHOWN HEREON, TO VEST TITLE IN THE DISTRICT ON BEHALF OF THE PUBLIC FOR SAID PURPOSES, BUT THAT SAID REGIONAL MULTI -PURPOSE TRAIL EASEMENTS, SHALL NOT BECOME PART OF THE DISTRICTS MAINTAINED TRAIL SYSTEM. DATE: KYLA RO E ERAL MAN ER/ RKS DIRECTOR RIVERSIDE COUNTY DEPARTMENT OF WASTE RESOURCES, CERTIFICATE OF ACCEPTANCE THE RIVERSIDE COUNTY DEPARTMENT OF WASTE RESOURCES HEREBY ACCEPTS THE OFFER OF DEDICATION MADE HEREON OF THE ACCESS AND GROUNDWATER MONITORING WELL EASEMENT DATE. ----- A l ? (---- 20 2 ---------- ----- --------------- fo,t HANS W. KERNKAMP, GENER AGER-CHIEF ENGINEER SURVEYOR'S STA TEMEN T Ofi9io0j ��p �va3-Oi8(�a 0 � SHEET 1 OF 7 SHEETS RECORDERS S TA TEMEN T FILED THIS A$ __ DAY OF -Ju_n C 20A094 AT a-3y - M. IN BOOK � O_ OF MAPS AT PAGES _L2-7 __1_� AT THE REQUEST OF THE CLERK OF THE BOARD. NO: oa 3 - 0 Vaq c FEE _-.--------- PETER ALDANA, ASSESSOR - COUNTY CLERK - RECORDER DEPUTY SUBDIVISION GUARANTEE: FIRST AMERICAN TITLE INSURANCE COMPANY THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF PULTE HOME COMPANY, LLC, A MICHIGAN LIMITED LIABILITY COMPANY ON FEBRUARY 18, 2019. 1 HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED OR THAT THEY WILL BE SET IN ACCORDANCE WITH THE TERMS OF THE MONUMENT AGREEMENT FOR THE MAP AND THAT THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. THIS SURVEY IS TRUE AND COMPLETE AS SHOWN. 110 LAND S(r DATED: 1 ------ 20 5 P�� E. Joy �L 0 �IQ �o o MICHAEL E. JOINSON LS 7673 N0. 7673 OF CAL\E COUNTY SURVEYOR'S STA TEMEN T THIS MAP CONFORMS TO THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES. 1 HEREBY STATE THAT THIS MAP HAS BEEN EXAMINED BY ME OR UNDER MY SUPERVISION AND FOUND TO BE SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP OF TRACT MAP NO. 33410 AS FILED, AMENDED, AND APPROVED BY THE BOARD OF SUPERVISORS ON 4-11-17, THE EXPIRATION DATE BEING 10-11-24, AND THAT I AM SATISFIED THIS MAP IS TECHNICALLY CORRECT. �--� DATED: ---��- E - 20-1 3 �p�P� � q N ---- ------------------------ DAVID L. MCMILLAN L.S. 8488 COUNTY SURVEYOR EXP. 12-31-24 BOARD OF SUPERVISOR'S STA TEMEN T ,.c * No. 8488 OF C A�\ THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY ITS BOARD OF SUPERVISORS, HEREBY APPROVES THE TRACT MAP AND ACCEPTS THE OFFERS OF DEDICATION MADE HEREON FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES, AND AS PART OF THE COUNTY MAINTAINED ROAD SYSTEM, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH COUNTY STANDARDS AND ACCEPTS THE OFFER OF DEDICATION OF ABUTTERS RIGHTS OF ACCESS ALONG PIGEON PASS ROAD. THE OFFERS OF DEDICATION MADE HEREON OF THE DRAINAGE EASEMENTS LYING WITHIN LOT 142, ARE HEREBY ACCEPTED FOR CONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES, AND AS PART OF THE COUNTY MAINTAINED SYSTEM, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH COUNTY STANDARDS. THE OFFERS OF DEDICATION MADE HEREON OF THE FLOOD CONTROL EASEMENTS LYING WITHIN LOTS 145 AND 146, FOR CONSTRUCTION AND MAINTENANCE OF FLOOD CONTROL FACILITIES, AS SHOWN HEREON ARE HEREBY NOT ACCEPTED. THE DEDICATION OF THE 'WATER QUALITY EASEMENT" AS SHOWN HEREON, IS HEREBY ACCEPTED. THE OFFERS OF DEDICATION MADE HEREON FOR INGRESS AND EGRESS FOR EMERGENCY VEHICLES WITHIN LOTS 147 AND 148 AS SHOWN HEREON IS HEREBY ACCEPTED. THE OFFER OF DEDICATION TO THE PUBLIC, ON BEHALF OF RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT WITHIN LOT 139, AN EASEMENT FOR FLOOD CONTROL AND DRAINAGE PURPOSES, AS SHOWN HEREON, IS HEREBY NOT ACCEPTED. THE OFFERS OF DEDICATION MADE HEREON OF THE ACCESS EASEMENT LYING WITHIN LOT 146, FOR INGRESS AND EGRESS TO AND FROM FLOOD CONTROL EASEMENTS, FOR CONSTRUCTION AND MAINTENANCE OF FLOOD CONTROL FACILITIES ARE HEREBY NOT ACCEPTED. r` -- DATED: -------- jul5r-IMI_____-, 20-23 COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BY: _ _ c_ --- ���f •� CHAIRMAN OF THE BOARD OF SUPERVISORS ATTEST.• KIMBERLY RECTOR CLERK OF THE BOARD OF SUPERVISORS BY.• ---- DEPUTY SEC 10 & 151 T2S, R4W IP #180078 SCHEDULE "A" CURVE TABLE IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA CURVE # LENGTH RADIUS DELTA RADIUS DELTA LENGTH Cl 186.75 500.00 21'24'00" (R&M R6) (21'24'00" R6) (185.75' R6) TRACT NO. C2 166.37 1000.00 9'31 '57" (R&M R6) (9'32'00" R6) (166.39' R6) BEING A SUBDIVISION OF A PORTION OF THE SOUTH 1/2 OF SECTION 10, AND THE NORTH 1/2 C3 27.57 1000.00 1.34'47" OF SECTION 15, TOWNSHIP 2 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN C4 228.22 1500.00 8'43'03" (R&M R3) (8.4350" R3) (228,56' R3) ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS FEBRUARY, 2019 C5 72.56 1033.00 4'01 '28" (R&M R4) (4'01 '20" R4) (72.52' R4) SEE SHEET 3 FOR �] C6 261.06 1500.00 9'58'18" (R&M R4) (9'5827" R4) (261.37' R4) BASIS OF BEARING AND - C7 331.49 967.00 19°3828" (R&M R4) (R&M R4) (R&M R4) 10 COORDINATES DETAIL C8 342,80 1000.00 19'3828" N/A N/A N/A BOUNDARY ESTABLISHMENT NOTES: i \ SFN, EST. BY HOLDING TANGENT EST. BY INTERSECTION & RECORD DISTANCE PER (R2). 119 & #9 PER RS 150/48-54 l' 2 EST. BY INTERSECTION PER (R 1). - 1 I 1� EST, BY INTERSECTION PER (R6). / I SFN _ 9 I rn rn I N19°31'19'E ® EST. BY INTERSECTION PER (R7). 3 - - L1 Cl 60.00' 1I z w w <o 16Lr) ° `b / SFN, EST. BY INT. PER R3 - PER INST. 12014-0344351 . - ` It SEE DETAIL "A"� 1 ' / _ y o \�_ o o t� ON SHEET 3 4 I� 1 s4. i `I I 3 Q)33' R/W PER INST #2014-0344361 3 SFNI I 2 H E ET 7 25 ` �- -- -- - `. I I SFN SFN C? d 0© O A L3 R2 G JCS 9 140 1&1 I SFN / �j 19 PARCEL LINE TABLE LINE # LENGTH DIRECTION DIRECTION LENGTH L1 271.59 N88' 07' 19"E (N87'45'30'E R6) (271.70' R3) L2 663.92 N70' 28' 41 "W (N70'29'28"W R7) (664.02' R7) L3 179.76 N79' 59' 25"W (N80'22'30"W R6) (177.89' R6) L5 487.70 N37' 47' 18"W L6 239.25 N37' 44' 58"W (N37'45'29"W R2) (239.21' R2) L7 192.95 N25' 51' 16"W (N25'51'47"W R2) (192.97' R2) L8 433.29 N32' 41' 15"W (N32°41'46"W R2) (433.34' R2) L9 526.79 N15' 40' 39"W (N15'41'10"W R2) L10 532,90 N15' 40' 39"W (N15'41'00"W R1) (532,95' R1) Lll 8.84 N15' 40' 39"W (N15*41'00"W R1) (&79' R1) L12 172.57 N16' 24' 05"W (N16'24'26"W R1) (172.62' R1) L13 574.91 N89' 12' 26"W (N89'12'52"W RI) (574.67' R1) L 14 197.68 N00' 57' 53 E (NOO'57'57'E R 1) (197.28' RI) L15 537.38 N15' 40' 39"W (N15'41'007W R1) (537.44' R1) L16 172.81 N16' 24' 05"W (N16°24'26"W R1) (172.81' R1) L 17 134.21 N89' 47' 38 "W (N89'21 '49 "W R 1) (134.52' RI) L20 631.71 N35' 00' 10"W (N35'00'17"W R4) (631.71' R4) L21 22.23 N88' 08' 34 "E (N88'08'03 E R4) (2Z.40' R4) L22 70.21 N16' 24' 05"W (N16'24'26"W R4) (70.71' R4) L23 97.86 N00' 57' 53"E (N00'58'O1 E R4) (97.44' R4) origin CIV aUa3- Ol�l�a1U � 8 19. SET NAIL AND TAG LS 7673 ON TOP OF REAR BLOCK WALL IN LIEU OF 1" I.P. AT REAR LOT CORNERS, WHERE REAR CONCRETE BLOCK WALLS EXIST. 20, SET STEEL PIN AND TAG LS 7673 ON TOP OF CURB AT ALL SIDE LOT LINE REC. 919/21 O.R. I I 32 31 3 N PROLONGATIONS © 9.75' FROM R/W LINE, PER RIVERSIDE STD.'E'. UNLESS OTHERWISE CERTIFICATE OF ACCEPTANCE I 4 36 35 34 4 MONUMENT NOTES C+ DOC# 2022-122148 I Z 26 21. SET STEEL PIN AND TAG "LS. 7673" IN TOP OF CURB (RIVERSIDE CO. STD. E") FOR i7 REC. 3/14/22 O.R. CL OF �iN 37 27 �, CL OF TRAVELED WAY B.C.'S, E.C.'S, P.C.C.'S P.R.C.'S, AND CORNER CUTBACKS PROJECTED TOWARD TRAVELED WAY �, SHEET 6 28 N 25 5 N ALL MONUMENTS NOTED AS 'ACCEPTED AS PROP. COR. PER R1" REFERENCE IS PER UNRECORDED \ ? o_ LOT A PER RS 96/29-35 CENTERLINE PERPENDICULAR OR RADIAL FROM CENTERUNE (1&25' FOR 56' RIGHT OF PER RS 96129-35 29 w y � 24 e^ 6 6 WAY). STANTEC RS (ROS06030) & ACCEPTED AS PROPERTY CORNER SET BY THE RECORD OF SURVEY OF�� 38 N DEED INST. #2004-00960063 (RI) I R=221.00' \ 30 �'Q N 2 _ �A'=10'06'41 " � � SFN r ' 23 7 4 11 22. C.C. &R. s RECORDED Jude )-et t oZ' 3 AS INST. NO. 0�3 - O f 9 (0271 O.R. 1 FD. I- IP W BRASS DISK, RIV CO SURV C1 4 S15, UP 0.60' PER RS 96 29-35 L=39.00' Gp� �, ao 8 N ENVIRONMENTAL CONSTRAINT NOTE / / / I Q„�� E�RI t 40 ���� z 20 21 22► �s 1&ti� \\ W `� B E OF RIV. CO_ I� ENVIRONMENTAL CONSTRAINT SHEET AFFECTING THIS MAP IS ON FILE 1N THE OFFICE OF THE FD, 1" IP W/ N&T, LS 7841, FLUSH NO REF.; ACCEPTED AS PROP. COR. PER R1 MAP 4-H 6� 10 1 0 �R g��/m-v 9 5L Q �\\ RIVERSIDE COUNTY SURVEYOR IN E.C.S. BOOK�4,PAGE �, THIS AFFECTS ALL LOTS. & DEED N =\7 41 18 - z -� 8Z.2$ \ \ i� �Q v�� FD. I- IP W/ N&T, LS 3845, FLUSH NO REFERENCE, NOT ACCEPTED. 8K. 4, PG. 39 c� 46.8T 42 ty 6; 19 14 13 10 5 3 E 38Z'�5 2 ` �s`�o,�o VACATION AND DEDICATION NOTES ° 15 11 �N6161.09 o \ 1 6 �d, s O VACATION OF PIGEON PASS RD. PER DOC. #2014-0343508, REC. 09f 1012014. DATED ,� a, sue, FD. 1 " IP W/ N&T, LS 7841, FLUSH NO REF; ACCEPTED AS PROP. COR_ PER R1 711311897 i 43 `" N 96 �_ a \ 144 W 17 ^ 16� 10 97 95 N \ �� \ i 44 -- 12 DEDICATION OF PIGEON PASS ROAD PER DOC. N0. 2014-0344361, REC. 0911112014. FD. 1" IP W/ N&T, LS 7841, FLUSH NO REF.; ACCEPTED AS PROP. COR. PER R 1 , G� tip, t� 54 99 98 94 l Fqy � �� \ 15 � DEDICATION OF PIGEON PASS ROAD PER DEED BOOK 1341, PAGE 334, REC. 2f13f 1952. y 45 0 52 53 100 148 N89'12'2&"W o FD. 1" IP W/ N&T, LS 7$41, FLUSH NO REF.; ACCEPTED A5 PROP. COR. PER R1 o ���� „o R o 51 102 101 93 ABANDONED HEREON. n R=933.00' 9 \ TP 46 Z AREA= 45.57 ACRES 92 �- �'}, 39.72' Q DEDICATION OF PIGEON PASS ROAD PER DEED BOOK 4, PAGE 39, DATED 7/1311897, / FD. 1" IP Wf N&T, LS 7841, FLUSH NO REF.; ACCEPTED AS PROP. COR. PER RI d=9'51'45" 115, 49 50 �� ABANDONED HEREON. ALSO AS SHOWN ON RS 96126-35. FD. 1 " IP W/ BRASS CAP, RIV CO SURV, UP 0.60' "T2S R4W 10/11/15/14" PER R2 L=160.60' �p � \\ 47 0 o I 56\ 55 \ 105 104 103 91 0� EASEMENTS NOTES c9' E, g ° ��g��� 57 SHEET 5 107 106 �Q, AN EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION, ITS OFD. 1 " IP W/ N&T, LS 7566, FLUSH, ACCEPTED AS PROP. COR. PER RS 150/48-54. SFN 9 48 59 58 108 123 90 \ A SUCCESSORS AND ASSIGNS PER DOCUMENT RECORDED JANUARY 14, 2008 AS `� \ � 1 1 \ 60 110109 122 Q INSTRUMENT NO.2008-0019176 OF OFFICIAL RECORDS. 10 FD. I- IP W/ BRASS CAP, RIV CO SURV C1/4 S10, UP 0.20' PER RS 96/29-35 121 89 cs�LL GRANT DEED \ 61` 112 111 120 -,3AN EASEMENT IN FAVOR OF SFI SMR LLC, A DECAWARE LIMITED LIABILITY COMPANY FOR 11 FD. 1" IP W/ N&T, LS 7841, FLUSH NO REF. ACCEPTED AS 30' OFFSET FROM CL. DOC# 2021-0474112 \ \ 62 ,ej.0 118 119 88 �i A DETENTION BASIN INCIDENTAL PURPOSES, RECORDED APRIL 8, 2011 AS INSTRUMENT REC_ 81912021 O.R. \\ 113 N0. 2011-0156726 OF OFFICIAL RECORDS. 12 FD. 1- IP W/ N&T, L5 7841, FLUSH NO REF.; ACCEPTED AS PROP. COR. PER R 1; � 63 114 117 87 124 DETAIL "C" S89'12'26 E 0,10' FROM SECTION LINE. HELD FOR POINT ON PROPERTY LINE 21 �� 125 86 AN EASEMENT IN FAVOR OF SFI SMR LLC, A DELAWARE LIMITED LIABILITY COMPANY FOR N 1 �011 64 115 126 2 1 "_30' A3 ACCESS AND INCIDENTAL PURPOSES, RECORDED APRIL 8, 2011 AS INSTRUMENT NO, 13 FD. I" IP W/ N&T, LS 7841, FLUSH NO REF.; ACCEPTED AS PROP. COR. PER R1 22 65 116 128 127 � 85 2011-0156726 OF OFFICIAL RECORDS. 129 138 14 FD. 1" IP Wf N&T, LS 7841, FLUSH NO REF.; ACCEPTED AS PROP. COR. PER R1 a ++ " 23\ ` 66 130 137 STORM DRAIN EASEMENT IN FAVOR OF RCFCWCD PER INSTRUMENT NO. 2015-0441649 OF SEE DETAIL B 67 136 84 yN� A OFFICIAL RECORDS, RECORDED OCTOBER 16, 2015. PARCEL 'A" ABANDONED HEREON 15 FD. I" IP W/ N&T, LS 7847, FLUSH NO REF.; ACCEPTED AS 30' OFFSET FROM CL. W `%'EBB E BELOW r \ 3 f \ 68 131 132 133 134 135 �� 83 V-111 "'v. N00'4T34 E 0.31' OF P/L. 5� a3 6 ACCESS EASEMENT IN FAVOR OF RCFCWCD PARCEL "B" PER INSTRUMENT NO. 2015-0441649 OF R=2533.00' I z I 69 .� � 5 7 SFN SHEET 4� �' OFFICIAL RECORDS, RECORDED OCTOBER 16, 2015. d=2°58'38" 82 i sh 16 FD. I" IP W/ N&T, LS 7841, FLUSH NO REF.; ACCEPTED AS PROP. COR & R/W EC. i \ 70 �\ L=131, 62' i \ 145 „ 71 80 81 �, -A 6 DRAINAGE EASEMENT DEDICATED HEREON. 22 „�`'o � SEE DETAIL C 72 79 17 FD. 1 " IP W/ PP, ILLEGIBLE, FLUSH PER PER RS 150/48-54 & R3 ACCEPTED AS CL EC; S N o \ \ 147 /i19h i� o ^ \ HEREO 73 78 `''�'� AN EASEMENT DEDICATED HEREON FOR PUBLIC USE FOR A REGIONAL MULTI -PURPOSE 18 FD. COPPERWELD, RIV CO SURV PI, DN, 0.30' PER R3; NOT ACCEPTED S75'22'32'E 0.67' OFF PI \�\ 115� o N w o �s\ \ 74 75 76 77 / i 10 OO TRAIL LYING OVER ALL OF OPEN SPACE LOTS 141 AND LOTS 143 THROUGH 145 INCLUSIVE. 19 FD. 1 " IP, ILLEGIBLE, FLUSH PER RS 150/48-54 & R3 ACCEPTED AS CL BC; \ \�_' ___-- co FLOOD CONTROL EASEMENT FOR THE CONSTRUCTION AND MAINTENANCE OF FLOOD ;+- rn \ \ �Q. 8 - R1 O CONTROL FACILITIES, DEDICATED HEREON. ca o - , _ N83'22'S6"E 794.26' ) 20 FD. 1" IP W/ NAIL, NO TAG, DN. 1.00' NO REFERENCE; ACCEPTED AS POINT ON R/W PER R1 �w 23 z o 11 - 4 146 Z ii'c� L _ N83'23'21 "E 794.10 ( O9 "WATER QUALITY EASEMENT7 DEDICATED HEREON. 21 FD. 1" IP, OPEN, LEANING SLY SHOT AT VERT NOT ACCEPTED AS C/L PI PER R1; N8558'13 E r I 5p 12 2 1"L13 \ C3 15 \ 568.04 14 0.09' OF C/L PI \ o / \ _ � to ACCESS EASEMENT FOR INGRESS & EGRESS FOR EMERGENCY VEHICLES DEDICATED HEREON. REALIGNED z / \ 145 321.60' 253.31') PIGEON PASS / 7 3 2 SFN ---� 13 \ 11 ACCESS EASEMENT, FOR INGRESS AND EGRESS TO AND FROM FLOOD CONTROL 22 FD. 1" IP W/ N&T, LS 7841, FLUSH NO REF.; ACCEPTED AS 30' OFFSET FROM CL. / \ °Q I q OF RIV. CO. MAP 4-H O EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF FLOOD CONTROL FACILITIES, ROAD S86' 10 32 E _ o - - - - - 69. P3 d N50'38 18 E(R) 23 FD. 1 " IP W/ N&T, LS 7841, FLUSH NO REF.; ACCEPTED AS 30' OFFSET FROM CL. ` 4.29' F0 - - - - - - - - - - -� ABANDONED HEREON DEDICATED HEREON. Q� \ _ n EXISTING DIRT TRAVELED WAY 24 FD. 1" IP W/ PP, ILLEGIBLE, FLUSH ACCEPTED AS POINT ON CL PER R3 \ .0 i cop 6,�� I1�g� \\ a COUNTY MAINTAINED PER 12 PRIVATE DRAINAGE EASEMENT" RETAINED HEREON. CIVIL CODE 1009(D) 25 FD. 1 " IR OPEN, IN LIEU OF BRASS CAP, RIV. CO. SURV. ACCEPTED AS O " 1 " = 200' 13 FLOOD CONTROL EASEMENT FOR THE CONSTRUCTION AND MAINTENANCE OF FLOOD CONTROL SEC. 9,10,15 & 16 PER TR. 29597-1, MB 442/77-89 AND RS 150/48-54, FACILITIES LYING WITHIN DEBRIS BASIN LOT 139, SET 1" IP LS 5529 FLUSH. ��. DETAIL B J RIVERSIDE COUNTY DEPARTMENT OF WASTE RESOURCES EASEMENT FOR ACCESS, INSTALLATION, 1 ""=30' 200 0 200 400 600 14 AND MONITORING OF GROUNDWATER MONITORING WELL(S). SURVEYOR'S NOTES SHEET 2 OF 7 SHEETS 1. THE BASIS OF BEARINGS FOR THIS SURVEY /S THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS 'MLFP", "GISA" AND 'EWPP" NAD 83 NSRS2011) EPOCH 2O10. 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 DISTANCE BY A COMBINATION FACTOR OF 0.9999636761. CALCULATIONS ARE MADE AT POINT #1 WITH COORDINATES OF N: 2310606.627, E.6245785.354, USING AN ELEVATION OF 1335.60 FEET THE CONVERGENCE ANGLE AT POINT 11 IS-00'3457.35". 2. -o- INDICATES SET 1" I.P., TAGGED LS 7673, FLUSH 3. - a- INDICATES FOUND MONUMENTS AS NOTED. 4. ❑ INDICATES SET STEEL PIN AND TAG LS 7673 ON TOP OF CURB. 5. TOTAL GROSS AREA OF THE SITE IS 45.57 ACRES. 6. (R 1) INDICATES RECORD OR CALCULATED DATA PER UNRECORDED RECORD OF SURVEY ROS06030 & INST. #2004-0960063, REC. 1210212004, UNLESS OTHERWISE NOTED. 7. (R2) INDICATES RECORD OR CALCULATED DATA PER RS 96129-35. 8. (R3) INDICATES RECORD OR CALCULATED DATA PER RS 89196-97. 9. (R4) INDICATES RECORD OR CALCULATED DATA PER INST. #2014-0344361, RECORDED 0911112014. 10. (R5) INDICATES RECORD OR CALCULATED DATA PER MB 457122-37. 11. (R6) INDICATES RECORD OR CALCULATED DATA PER BOOK 880, PAGE 38 1212147. 12. (R7) INDICATES RECORD OR CALCULATED DATA PER TR. 29599 MB 469194-118. 13. / / / / / / INDICATES RESTRICTED ACCESS. 14. R&M INDICATES RECORD AND MEASURED. 15. O.S. INDICATES OPEN SPACE. 16. DRAINAGE EASEMENTS SHALL BE KEPT FREE OF BUILDINGS AND OBSTRUCTIONS. N89'21'33"W 2634.80'(N89'21'29"W 2634.73' R2) ZO / 12 14 7 �® �/ 18 17 24 N89'43'06"W 2481.08' (N89'43'22"W 2481,02' R2) �O 17. ALL SET MONUMENTS SHALL BE PER RIVERSIDE COUNTY ORDINANCE 461.70 (� 1 y DOC# 20211--04741122 LOT J" N89'21NT DEED"'33"W 658.68' /' ' i ( 18. SET I" I.P. TAGGED LS 7673, FLUSH, AT ALL LOT CORNERS, REAR LOT CORNERS, REC, 8/9/2021 O.R. I I II 30' \ (N8921 29 W 658.68 R1 & R2) i �] 1 2 CORNER CUTBACKS AND ANGLE POINTS IN SUBDIVISION BOUNDARY. N89'21 '33 "W 30.55'- \ 7 142 14 9 1 N (N89'21 '49 "W 30. 41 ' R 1) -- I- 30 �o W )X'EBB E VACATION I S 143 6 �R 2 DOC# 2021-0536819 I \ CD- I L24 7.77 N89' 21' 33"W (N'89°21'39"W R4) (7.65' R4) L25 138.01 N15* 21' 42 "W (N 15.21 '49 "W R4) (138.09' R4) �ri9lil a-P soap-01SO;70 fJ� Ofto�ii1o� ao23 - o 1 g 0al o IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA TRACT NO. 33410 BEING A SUBDIVISION OF A PORTION OF THE SOUTH 112 OF SECTION 10, AND THE NORTH 112 OF SECTION 15, TOWNSHIP 2 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS FEBRUARY, 2019 0 `! S 5`v � 59 Me 61 56 57 55 58 �. LOT G ,95fl2� „ �,1325a , D 2� 0 o 02g a6.r 3.74' o' OQ!� 146 al N S E 1 12 62 `w_ o Q N12'1824 E Aso \ N7�41:36" o. �. \ g0 21.21 ' Op o� �. 45 43 --- n DETAIL D 4.48' 1 13 » r �a ttL�' �06 OQ N77'41 '36"W s �s 11. 1 sr 117 = Jr 21.21 �\\ rn�.r, ��j5 12.38' SEEA�� 16.67 6 3 \ do o�� boo_ �hfl� 1QQ�e DETAIL ID' 12 4 HEREON �'� `���J� \ Gtih Doti ��� �� �� �� ti� �s 1 14 Q6 12.37' so v °s �a \ 9\ . 5� 64 ��� �'� SEE ♦ o co, 12.37' v� s s �„ �'� �6 ,� �'I a N11°O1'20'E l C10 "� v `� o 00 rno 34.73' t i �i \6W j��� ��,' �siS .00 �p h�� �" �`l6 Q /1 b� 12 6 125 E rno Q �_ ♦ L 18 ��z Q_ 0 rr�J `L p� \ S H E T 5� 02 6 55' o 5 s o O 127 5 s 2 �o �o' Q C10 rn oo, LO`L a 65 �,. a �S� s�� SoQ�,.. 1 16 hN. �� oo�� 128 �. a o- QQ a129 N77°42'29E �r r� O r \ s. d' ��� . o 20.84' /� �^� p oQ h� s �s s \ s L=10.49' ��-(-,I s �� QQ �s oQ o' s� S2 14.58' X -* �. �. �'. �� 2g cp. s s o �� �. s oz - sy �y h5' Z o y \ s•o �z .�0 �- y% c�Q h� ,� f ti ,, .� N� 1° 11, 01' 1 1 a.p��s>\\2S� �tiy\ hh�� / 8 �� f� Aso N82'15'19 E 56 2062 2 ' s 6 \ 6 6 `� Q 54.79' S ` o �s . s / � ,7„E . N- 137 �5 6�15 Nam, ,�'`•�- N76'44 45.p1 ;� sue. � � �\ 13 0 *�v 6 Q N 18'26 32 E v ' \ - �' \. , i 4 g5 9. 78' O>2 \\6v' �rrO� C�k� 10h Q�`S� SE �, t`b• , \ ^° cy� a 4� aW 13 6 �� 21.64' 7 c3o moo_ v \s'� 6\ ��' 0 6 7 FL1 �S� boo' \ / 10' f �` hh N 12' 17'31 "W ti� a N o, o o ai & 31 1 ��' 2158' "� o a' A \ 2' CURVE TABLE CURVE # LENGTH RADIUS DELTA CIO 9.11 100.00 5' 13'06" C 11 37.82 578.00 3°44'57" C12 7.96 578.00 0'47'19" C13 8.13 683.00 0'40'55" C14 15.65 328.00 2'44'04" C15 21.31 433.00 2'49'10" C 16 28.99 328.00 5'03'53" C 17 38.28 433.00 5'03'53" C 18 173.92 48.00 207'35'48" C19 2.52 48.00 3*00,49" C20 20.92 48.00 24*58'19" C21 48.17 100.00 27'35'48" SHEET 4 OF 7 SHEETS CURVE TABLE CURVE # LENGTH RADIUS DELTA C22 15.67 272.00 3' 18'05" C23 23.03 272.00 4'51 'O 1 " C24 42.58 522.00 4'40'24" C25 26.54 100.00 15'12'13" C26 26.54 100.00 15'12'13" C27 32.39 328.00 5°3927" C28 29.62 300.00 5'3927" C29 88.92 772.00 6°35'58" C92 16.54 100.00 9'28'44" C94 34.91 2533.00 0'47'23" NNN 3g h6 F' •sj 85 8 `J L=12.34' 16� 13"E rn� o N 84 PARCEL LINE TABLE LINE/ LENGTH DIRECTION L4 19.66 N37' 45' 19'W L18 7.44 N40' 30' 00"W L 19 20.10 N57' 18' 24 E L32 11.47 S64' 37' 13"W L34 50.00 NO2' 13' 01'E L35 182.02 N24' 05' 20 "W oo. �'' s �>>\ � � `�'� `SQ oS., -� "� ��. \-� � � � ;,� °• d• �. ;,,� iti � � M `r �5.2 � rn. N6 pA• °'cr 1 3 1 = ° ai z 135 6U so o-' � Q>3 � �`�s `s�,o�o� �� �° /`�SSA' 9�>9- �s / � Z � 55 191 �. do �`�> 9� sr' 6 8 / o p C 12 4iS ° �S' /p A \ cr W \ \ 8 `"\ 132 �� 133 134 ��g 83 C, 0 6 �,1. ass as �o ti .� / 1 �,, 1' 9 / 4> p ^ c'- �. `�d'> S,.Ob Q` /rlv� uQ 869 st 16, T969 ��` " 6 2 2°0' f - ^� o/ " 9 > \ c /ti 2j 1 \ 1 Ofl 6� / 6 J► 12 �0 rn S� > I / 69 �Qi 9 `'� `� 4� 20p `�' o I -272• Rp? 5g�. 6.25 19� N70'22'47"W y 16 13 o \ ^� S 1 / 4 11' o LOT H / \ 14y0, 1 � 00 `< 9'10 2 1g O 6, w 45�' 'o 6 \ h cr o ss / �, 44 = R-272.00' R= 3 �,� �. O.S. \ 13 �5� �O� -7 To' �3j' d=14'14'44" Z Q=14'37' 48 L� j y StR 5010 21.21 ' Q / 0 �� ��!I L-67.63' L=69.45' \/ ,ao� \ C19 U2 Ri 41> �SS`1 °° 3y�S R'272.00' d=57*05'76" L=271.01' 81 �G s� 3801 �� 11203 R\ \ 5g N v 10.24' \S�Fi %� 71 c1� 3p0•o0' d-57'05'16" L=298.91''o o NflA 3� 3 10 20.00' '1'S2 �pJ / \ S7) Q r I ,�, - - 301 `r s 80 -' R=48.00' d=0°35'17" L4 y� 0� ,O 2� p2��\ o �S ° r�1 I S2 RCS 6 _o ,, 1 147 11�. 1 `� D 8, h r olv 4 8 p0. 2800' G1 cam_ o_ i n� L=26.00' C 7 �'� �O Ob - d, d=12°37'43" j ACCESS \ Fp s �pJ - ,1, S, , �` r,� �� J t` S7p R, 57 OS'16" 00' 79 -' 8 16 N O.S. s S� 72rh 7 Sj ,32 L=326.81' 328• �' o 5 L=10.58' v 6k OPENING 4� 8.00' - R= 4g N 9°10' R-328.00' R=328.00' 1019 �, o_ 80 /h 46" " �= ► 5010 12.27' ( N87'23'41 "W R � C, 14 •z .v n sw S2S d=9'1T03" d=10°26'31 5g' ; 0 78 3�'1 1nE� %= LOT G L32 { 6 \ .pO ro `9r,• , s<pa , srs 7 3 h o L=53.15' L=59.78' o �6& 1g 3�2� 6' - \ /6 N6437'13 E O s, o "O \ 1 I /� irj ° cr o 1 E � •o � •h' :•� � � o Q 5g. 0 N'-/' 40„ 109� 20.00' ' - o o 13 / 83' 0 a. 9s 300 74 75 g 76 a 77 13' , �� N�°��fl"� 108 ; ,,QB 6 N `n 7 gQ 7> 8 pQ o N o o I �0' /N�013 `'L613 . 00 d=179.3 o S do 433.00' z ^ z R= }3 4g" _ C1 j R=48.00' _970'46" R=433.00' R=433.00' p.10'19 7, /i 4=1T58'44" J o o`+ \ 6 8oj\2S 9 L,eg3j dL 70.163 d L1--078 9� 1„ p516�80 432 1,3� L=15.06' g _ LOT A �� �` 6�;\ _ R=433.00 A: 5 36" 1 f�7 S64'37;13"W 58.40' a,83 AC \ o `>S S>>. \ - R=443.00'=2�- , „�6 1 - 60 \ M L ' 146 ('l NO'39'50 E(R) - - .� R=458'00 6= 5 11 z�N52'146.00' z N86'05'45=E(R) O.S. GGh��j lI NO'25'27'E{R) R N6'35'55"W 75.12' 60 0 60 120 180 `r\ N69'22'33"W(R) �k�/ o 0.13 AC R=59.00' d=30*3747" L=31.54' j o � I ry ACCESS OPENING v g co 0 \ 1 0 N6437'13 E 59.14' EXISTING DIRT TRAVELED WAYS, I z� 794.10' �� 4=169'18'3g y0�d�\Q COUNTY MAINTAINED PER Z 1.13 AC 21„E CIVIL CODE 1009(d) N83'23' Q. Q 15 , ) N89'12'26"W 185.57' \ N38'44'46"W(R) �j 6 ^/39.5'7' 192.69' 13 153.83' 38.14' ldl W �0 E M N\ s SEE SHEET 2 FOR EASEMENT, MONUMENT & SURVEYOR'S NOTES 1d N89'12'26"W 574.91' ill 144 N J 1 11 = •0 ME -AN •• 0 .0 120 180 SEESN����6 N THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA TRACT NO. 33410 BEING A SUBDIVISION OF A PORTION OF THE SOUTH 112 OF SECTION 10, AND THE NORTH 112 OF SECTION 15, TOWNSHIP 2 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS FEBRUARY, 2019 LOT F 8 N66 5g o_ 9 � o , s cA rn 110' o a' - PARCEL LINE TABLE LINE I LENGTH DIRECTION L26 25.81 N31' 29' 54 E L27 21.18 N67' 55' 49"W SEE SHEET 2 FOR EASEMENT, MONUMENT & SURVEYOR'S NOTES 5 4°' - 1018 18 0' s. o 0 8-00, S0 5 0 0_ �1 1� p2, Z 14 0- °'S N21'5933 E `J 5 21.21 ' `'-� o_ 51 S0 -' \ o N00 15 � \ �3 00 `N61.OS Og,20"�. 55 QO` A s A°' y 1 1 Ns N\ N 96 IL •ram' �51' $p0 ?, p.'0 5 43 33' ��, r-- , \ \o_ `.� a., n 5✓k �0' �\ o � _ ( `� �`8cs 5 W \ \ 6 351� 1'�Rt$�P� 3� E 1a6 �3 `:-a S. N06 Sg 3� rn 00' z 6 \ `) 95 3 17 .-, \ G3 i s6 5g 110 Sg 5 51' �, 9 7 �\ R-66.00' 10 z Co,_ `J \ p=37'44'56" I CD ma`s �6 ; 9 N77'51 '00"W 50 G \ 33 N68'00'27"W 0' N w 9 8 �- \ L=43.48' . a 44 �� y!_ 35.45' 1$ / G�k \ 1 �� 50 �0 21.21 ' 12 51 z o C42 G C 4-,0> 1610 RE o '% �96� q0 61 i 36 o g� 1 a8 of L rn to h' q1 z ? 3 E 49o 0 i 0 54 a G 66 5 1.12' -? 14 8 41 s�6 g9 g2 _ �\ ` 9 4 C� N Q n C33 o j N y y 4 5 3, 58' N 69 �212 2� \\ y N 61 �° NW 1 0 0 Q.S. o g 1 A G51 1 cr \� o � \ 1N5 15 R� ti� a, o 0 25' -_ � P s 1 �9 58 \ �`` 5 3 s- o' a, e o- o N 09 o 10 -� c,' 'ii'ti D' ��' c oo - 'p o o 00 A. C46 15 5 �- I z N o 1• o Q- 51' s6, 11�. �� �o �g 59 S p6 G�ti L N `� rn, \ P_ Nw 101 - 0, 5 G / \ / x 1-0 N 1y5$ �s� o Qj n 5 56 D 5. 74' �'c ,\5 2 r'. 1' \ o 0 QQ_ cr i 5 �. w. 511 Q �\ 161 101 o N 0� N o�- 4 6 11.79' N. r'Q; o\ 21 E s s 9 A 102 -i 5100 1$ �r �g 41' 321 a 9 a� ���- L 0 T D ; o� 51 �\ N65 0 6 \ 263 • 33' / E h 00' N71 '56'43 "W 110 6 E C59 i Oa ha So. boa_ 66 32.74' 6' R-66.00 . \R,2a1� 5�50 �' s 60 '\ 6 N o0, -O 0 �4,3s•34'22" �� 32' o j 5 N� 'o �, 6A4 i z \ 92 y �- 00' n Q t5 5 5 �\ �2% 49' c t0 ( L�40.98' �,, N 50 E 1 5 �_ c f \ i �� cr q03 00 �? P y 18.56' �, 6 52 3g �_ \ PS V ° - �, 50. 0 103 19.81 ' y \ i 104 " o, �_ C15$ 5�10647 56 00_ ap a j0 • \ W. d \� oj_ 1\ No 105oo 49O °1' Q 2a o N- �o All. 50 z 0 122 56 ti91 a 2 �= \ g N - �� y Z. 5°\ �'✓ R 28 1 1k2.20 10 6 1� 2 �. o_ � �� 50 • n �� 50 � R• '- � 4i o 111 • 6 � o \ 48 \\� $� ° �� 58 % spa '02 5�� g 1 \� o' N 107 21' Soo T o z o. 11 D'g �g1 , 5p U o A220 00 5 "cs. \� �R 5 9 �s c4a 1\a ` �° a2a °° 2a `' 32 5a ; 20 1' N 10 8 NY oa' &any 5 �g 12 3 9 0 �i R% 50 1 00 P N61 p' o N� `�'T' 00 Q D'g �/ 11 Z sn Z o N, 50 Q i N 13'57'46 E s 2 50 2 R' 1q 2 N 1 O 9 0" � 00 \ 6, ,- 6 0 6 e �� �a00 0 D'g D�3 �3 66 z 0 0' S1. y \ N o_ 21.21 i R- o N Soo N� Na\ ; 122 �5a U; 1 1 0 N �5A Z No_ Q� ' 4 / s6c� rn, ° 6 1 0 0 o N. 5 0 s 121 cr g \ 0 Q x rr N 8 9 W c- r a. rn, y 6 1 ,°� �6' `' - `� o- 1 11 0 0 ° N \ , 1g 2 0 0 ti d ry o o, ` o N \\� 66 1 0`L 1 �� \" 0 11 E z a o cr o ✓ 6. CI pa rn� N "'rn °'sd, V, c'd'• �O°0 N / 112 50 1914 �\ No 120 �5 cQ� 6 Rio. 6 2 " g d'" �� r 00' y �\ �- oo C50 J Gk \ C15 r15� N\� C37 �� ���9 `sue' rn j I 5° N �\\ 1 G55 \ 0 p �J 6 tn� c3 t�s 12 1 19 os' , s, 88 o o. �. C'A+\ �1 182� i �a�. \ o. 16.61 ' 5 �� ; �\ 55 \\ GSq \ 1 5000 6 `� z �� Goa ' �11 5IT tih h� "' 1 o \ i 2 A o" 51 k do 6.00' G�9 G5a / 113 �o� 2� �� ,� 1 18 1 510 1&0'11 11' \ 260 N76'02'14"W 21 \ 1�1� i ti5 ! Qo �� 117 �j� s 6 j 11' nE 1A0j \ GS 51 21.21' 11 \ 20.13' `L19 12.38' \ moo\ s_ r'- 1 2a 14 a G `. 9 �\ ��� �- 0� , 56 s1'°a G52 `� �� 87 63 SE E \ g,�19 I G \ LOT I N ®R�� 335s �� ��. 124 �. cop G�� \ E SHEET 4 1 1 4 �� �Q �6 '� g0 Na, \ 0 1' �6 6I6 ' ��� \ \ b 1'�b 10.11 55 52 y\\ N76'31 '27 "W 2 \ 1 510 34.66' o� rs ��+ 3 �fi0�l�'1G� SHEET 5 OF 7 SHEETS CURVE TABLE CURVE # LENGTH RADIUS DELTA C30 I Z97 100.00 10'1749" C31 8.77 66.00 7'36'43" C32 17.97 100.00 1 O' 17'49" C33 2.89 272.00 0'36'35" C34 52.36 300.00 9'5959" C35 35.96 328.00 6'16'56" C36 21.28 328.00 3'43'03" C37 2,58 100.00 1'2834" C38 23.96 100.00 13'4339" C39 26.54 100.00 15'12'13" C40 1-01 828.00 0*04'11 " C41 13.91 100.00 7'58'08" C42 4.06 100.00 2'19'40" C43 10.81 66.00 9'23'05" C44 117.97 66.00 102'2436" C45 12.85 66.00 11'09'21 " C46 2.43 100.00 1'23'31 " C47 15.54 100.00 8-54'18" C48 17.97 100. 00 1 10-17'49" C49 36.91 272.00 7'46'31 " C50 1.94 272.00 0'2431 " C51 29.71 328.00 5' 11 21 " CURVE TABLE CURVE # LENGTH RADIUS DELTA C52 17.14 328.00 25941 " C53 46.85 328.00 8' 11 '02" C54 42.85 300.00 8' 11 '02" C55 38.85 272.00 8' 11 '02" C56 28.89 328.00 5'02'46" C5 7 17.97 100,00 10' 17'49 " C58 26.54 100.00 15'12'13" C59 127.76 66.00 110'5427" C60 57.24 328.00 9'5959" C61 47.�7272.00 9-59'59" 1 15 '��o� \� o,�,hk� �a f°11 �_ �5, ��� 86 � ti6 ��� � oo n �� ��" 12 6 n 11g. V ZA ,�1 �5 �a 12 7 ��- 12 544 02 E 55.a2 �'- �. oObi° ., R 6 1 .21 116 w od � D `"f1129 128 6 (9�s 0.58> 1145,2a' E _j �5 138 N82'1519"E N 56 �1 62 48 20 „E 54.79' 35. 137 130 N06 44 17 45.01' �•g5' 9.78' 136 S E E 131 135 SHEET 4 132 133 134 orio�irlaP aoa3-01,8�oa7o W 0 .0 .• 0 60 120 180 CURVE TABLE CURVE # LENGTH RADIUS DELTA C62 27.51 110.00 14' 19'46" C63 28.76 115.00 14`19'46" C64 16.15 478.00 1'56'10" C65 17.83 478.00 2°08'15" C66 27,26 272.00 5°44'30" C67 9.23 272.00 1'56'39' C68 28.47 100.00 16'18'46" C69 8.60 48.00 10'1558" C70 80.46 48.00 96*02'14" C71 82.42 48.00 98'23' 13" C72 6.63 48.00 7'5459" C73 5.73 100.00 3' 1653" C74 22.74 100.00 13°01 '54" C75 28.47 100.00 16' 18'46" C76 25.21 328.00 4'24' 11 " C77 18.79 328.00 3°16'58" C78 44.00 328.00 7'41 '09" C79 36.49 272.00 7°41 '09" C80 40.24 300.00 7°41 '09" C81 16.34 422.00 2°13'09" C82 106.75 800.00 7'38'45" C83 110.49 828.00 7'38'45" C84 22.84 828.00 1'3451 " C85 83.60 300.00 15*5758" C86 164.98 300.00 31 '30'32" C87 15.10 837.00 1 `02'02" N THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA 0. mn SHEET 6 OF 7 SHEETS y�RO� TRACT (N�o. £ A NOO 33410 6,32 )9, 2928 WASos:�94D� �9 BEING A SUBDIVISION OF A PORTION OF THE SOUTH 112 OF SECTION 10, AND THE NORTH 112 o �,39R OF SECTION 15, TOWNSHIP 2 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN SEE SHEET 2 FOR ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS FEBRUARY, 2019 EASEMENT, MONUMENT i �� �' & SURVEYOR'S NOTES 10 D / PER i p0 0 / DOC# 2022-0122151 REC. 317 412022 O.R. 14 7 141 o.s. `\ i N� �i sE , Q 46' l$ "WATER QUALITY BASIN" 13. 142 \ 8 N21'59'33'E 1 21.21' \ 7 �_ � 88 58' N68°00'27"W 2 143 1 59 21.21' 6 LOT C 50' N a �5g'33 56' 3 1 CDN6 "' \ o o g6, 33, 30 -.� G82 _ �� ©R\ \ g� o o- HD o 49 4300 ` %\\Ci G83 \G8 2 N, �s 3 2 0' 3 Nw n 3 " o 074 381amE 26�' 43p0' 55 �3' \\ R r82�g 47 \ �' 33 -_' 0 00 3 \ a \ v \ o R'828¢12" \\D�3 5°'S1 \ N 'r Cl- 60. N -N cv \ \ , D�2° 3 \L' N \ N oo �'-a °, 5a,N66 0 ��\ , , �,3714 - \ 3 4 5� AOZ \ 4 <t• irk ,N •c,, 6, o- `�, ) 57.00, �� 09 _ 12.43' Q\ o o \o 53 N v " z \ r 20.29' 3 36' N2938' 18 E �. \ 3 5 j 35� 6,5° \ 2 ` N282809 E \ C6 N60'21'42°W 21.21 ' C° \�" \ 59'33 5 6g 50 ^E oo_ N6� 5g 5 cs 34.66' G62 \ cr n z \`"c \ 66 0 33 -' 10 9 0 o ?' \ 0 21.21 ' 3 v N 53 9g' o_ N66 5g 1 0 \ 14.29' \�� 3 7 �, 36 \Z 6° o 102 5 t. rn 00' \ Z \ 5'Og ��Ri 5 55 �° 2',! \ ,,, o, 2 7 Z 2 5 CERTIFICATE OF ACCEPTANCE z 93' (' 22 v- o '--.A cs �, DOC# 2022-122148 $ 120• ° LOT D �N� g , \ N�- cA o 5 \ 4 �. 00 a \ 1. 6 N Q Quo \ o 0 0 �' 6 5 o REC. 3114122 O.R. ``" c�_ N?- 15°E�R� $ 1 �._ I ? �053 \ "' �' 2U ✓\ N66°59314.50? `2' 1p25933"� t% N N73 36 � ` N66 0_ � 6 0 30 0 3 g, O'06„��R0 A N �'�\ ��\ C72 2 4 \ 9 c`rs 330 � 33'6g'S / \\ A. o Q\ �'�� o.\ / R-48.Op 55g z \\ -'/ 113.40 o \ o- cam\ o off.\ C73 4/ '00"E/ / o o \Q �\ N tO- 2 9 ro \ �'F r� 9' 33 11 0 R=933.00' 33, N�4 9 E�R� W w " v =� ��, o r, 3 Q \ � �\ �0 �+ N66 5 0' cr d=7'28'08 420� F v •o v \� s rn. oIII�\ \c�0 Op LOT E 6 1p2'S o 7 L=121.62' i Q rn oo_ \o 0 00_ /3 g ��R� / �r",V \\ 21.641 '27�W \ \ G� 6 ? 2� G3�M�„GP� // 23 28' a 66 5g 33 r R=221.00' cp 0 g2 4=10'06'41 n 7 66, ov_ v cs; N6 Sg 115 6A „� �, �\ ter- ��\ `Ja, G1� G5 lz', g'33„E g L4'\� V o 5° L=39.00' A v 32 51� �\ �� 1 �� N66 5 N83° 18' 19 "E o_ 1°2 , 33"E rn 6 p; o. s �' / ° , , 50.00' N66 59 LOT F C69 40 ) / \ I9 G68 1� 22 5� G 6 I G6 7.27' 21 \ \ \ N66 59 ti• 6 i \� �, 8 p L 6.16' r� Q N \ \ 102 5 66 g0 , 9 N13'1820 '24 E \\ w 12N r'- c,_ 0_ 316 21.58' 1 9 55 56 h �o �s�, `rrn. oo p0 " c N� 33„E 26 ' 6� moo, \16' F r'o. ��� 1 $ ; N66 5g 0, 56,A0, 13 50, 42 -IS). ;� �Z s1 6465 14 oo. 0-s� 1�61'tiN� o �8 \' �'. 0� 18g2 15 �° . GJ 43 16 17 S GRANT DEED DOC# 2021-0474112 REC. 8/9/2021 O.R. 44 16 p0 \ 144 � �� � o.s. � 45 N THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA 0. mn SHEET 6 OF 7 SHEETS y�RO� TRACT (N�o. £ A NOO 33410 6,32 )9, 2928 WASos:�94D� �9 BEING A SUBDIVISION OF A PORTION OF THE SOUTH 112 OF SECTION 10, AND THE NORTH 112 o �,39R OF SECTION 15, TOWNSHIP 2 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN SEE SHEET 2 FOR ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS FEBRUARY, 2019 EASEMENT, MONUMENT i �� �' & SURVEYOR'S NOTES 10 D / PER i p0 0 / DOC# 2022-0122151 REC. 317 412022 O.R. 14 7 141 o.s. `\ i N� �i sE , Q 46' l$ "WATER QUALITY BASIN" 13. 142 \ 8 N21'59'33'E 1 21.21' \ 7 �_ � 88 58' N68°00'27"W 2 143 1 59 21.21' 6 LOT C 50' N a �5g'33 56' 3 1 CDN6 "' \ o o g6, 33, 30 -.� G82 _ �� ©R\ \ g� o o- HD o 49 4300 ` %\\Ci G83 \G8 2 N, �s 3 2 0' 3 Nw n 3 " o 074 381amE 26�' 43p0' 55 �3' \\ R r82�g 47 \ �' 33 -_' 0 00 3 \ a \ v \ o R'828¢12" \\D�3 5°'S1 \ N 'r Cl- 60. N -N cv \ \ , D�2° 3 \L' N \ N oo �'-a °, 5a,N66 0 ��\ , , �,3714 - \ 3 4 5� AOZ \ 4 <t• irk ,N •c,, 6, o- `�, ) 57.00, �� 09 _ 12.43' Q\ o o \o 53 N v " z \ r 20.29' 3 36' N2938' 18 E �. \ 3 5 j 35� 6,5° \ 2 ` N282809 E \ C6 N60'21'42°W 21.21 ' C° \�" \ 59'33 5 6g 50 ^E oo_ N6� 5g 5 cs 34.66' G62 \ cr n z \`"c \ 66 0 33 -' 10 9 0 o ?' \ 0 21.21 ' 3 v N 53 9g' o_ N66 5g 1 0 \ 14.29' \�� 3 7 �, 36 \Z 6° o 102 5 t. rn 00' \ Z \ 5'Og ��Ri 5 55 �° 2',! \ ,,, o, 2 7 Z 2 5 CERTIFICATE OF ACCEPTANCE z 93' (' 22 v- o '--.A cs �, DOC# 2022-122148 $ 120• ° LOT D �N� g , \ N�- cA o 5 \ 4 �. 00 a \ 1. 6 N Q Quo \ o 0 0 �' 6 5 o REC. 3114122 O.R. ``" c�_ N?- 15°E�R� $ 1 �._ I ? �053 \ "' �' 2U ✓\ N66°59314.50? `2' 1p25933"� t% N N73 36 � ` N66 0_ � 6 0 30 0 3 g, O'06„��R0 A N �'�\ ��\ C72 2 4 \ 9 c`rs 330 � 33'6g'S / \\ A. o Q\ �'�� o.\ / R-48.Op 55g z \\ -'/ 113.40 o \ o- cam\ o off.\ C73 4/ '00"E/ / o o \Q �\ N tO- 2 9 ro \ �'F r� 9' 33 11 0 R=933.00' 33, N�4 9 E�R� W w " v =� ��, o r, 3 Q \ � �\ �0 �+ N66 5 0' cr d=7'28'08 420� F v •o v \� s rn. oIII�\ \c�0 Op LOT E 6 1p2'S o 7 L=121.62' i Q rn oo_ \o 0 00_ /3 g ��R� / �r",V \\ 21.641 '27�W \ \ G� 6 ? 2� G3�M�„GP� // 23 28' a 66 5g 33 r R=221.00' cp 0 g2 4=10'06'41 n 7 66, ov_ v cs; N6 Sg 115 6A „� �, �\ ter- ��\ `Ja, G1� G5 lz', g'33„E g L4'\� V o 5° L=39.00' A v 32 51� �\ �� 1 �� N66 5 N83° 18' 19 "E o_ 1°2 , 33"E rn 6 p; o. s �' / ° , , 50.00' N66 59 LOT F C69 40 ) / \ I9 G68 1� 22 5� G 6 I G6 7.27' 21 \ \ \ N66 59 ti• 6 i \� �, 8 p L 6.16' r� Q N \ \ 102 5 66 g0 , 9 N13'1820 '24 E \\ w 12N r'- c,_ 0_ 316 21.58' 1 9 55 56 h �o �s�, `rrn. oo p0 " c N� 33„E 26 ' 6� moo, \16' F r'o. ��� 1 $ ; N66 5g 0, 56,A0, 13 50, 42 -IS). ;� �Z s1 6465 14 oo. 0-s� 1�61'tiN� o �8 \' �'. 0� 18g2 15 �° . GJ 43 16 17 S GRANT DEED DOC# 2021-0474112 REC. 8/9/2021 O.R. 44 16 p0 \ 144 � �� � o.s. � 45 orio�inop ao�3 - o� 8ba�to Nq0 rcid-07'19 E 226.79' �21�, n� F 1 " = 60, IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA TRACT NO. 33410 BEING A SUBDIVISION OF A PORTION OF THE SOUTH 112 OF SECTION 10, AND THE NORTH 112 OF SECTION 15, TOWNSHIP 2 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN `I Pp,SS 60 0 60 120 180 ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS FEBRUARY, 2019 Rp�E PIGEON PASS RD. PER R2 AND LNG ND MB 469/94-118 LOT B ��•---------- Ik PER INST. #2014-0344361 os — — — _ NEW CENTERLINE PER TRACT NO. 29599 MB 496/96-1 "" EST. 8Y AN OFFSET FROM W'LY R/W Q, �R14502 42 03 L-335.37' R7� �� BE CENTERLINE PG PER 1212147 6 �g 1 fi — 8 Rol LOT B _ 3 — 5 _,____ ._.._.__.,.! `SFN g1• N6"�(N88'07'47"E 226.65' R1) 59 2�„�(Ri �RR1�p�3 „s 61; 5539 "N W SEE DETAIL "E" HEREON R=1033.00' A=2'11'59" L=39.66' S DETAIL "E" --10 LOT A LOT N 15'21 '42 "W 28.32' / GRANT DEED DOC# 2021-0474112 REC. 8/9/2021 Q.R. NO'34'08 E 27.22' N89'21'33"W 30.55' (N89'21 '49 "W 30.41 ' RI) CERTIFICATE OF ACCEPTANCE DOC# 2022-122148 REC. 3114122 O.R. SEE SHEET 2 FOR EASEMENT, MONUMENT & SURVEYOR'S NOTES N �6,. qD 765tyry � SHEET 7 OF 7 SHEETS CURVE TABLE CURVE # LENGTH RADIUS DELTA C82 106.75 806.00 7'38'45" C85 83.60 300.00 15'5758" C86 164.98 300.00 31'30:32" C88 27.51 110.00 14' 19'46" C89 28.76 115.00 14' 19'46" C90 162.48 1530.00 6'05'04" C91 20.89 115.00 10'2422" C95 49.61 1530.00 1 '51 '28" C96 71.86 390.00 10'33'24" C97 158.78 390.00 23'1939" C98 60.11 390.00 8'49'49" C100 103.02 772.00 7'38'45" (/V�,o s3z �y. 292e � 17.94' RAJ 739, N 19'30'25 E 61.75' N85'21 '10 w > /y78 D 3534 1 44 W N685g' 41.76, 639 � h 60,45' o—cn R=257.00' > / I-A=1'33'26"' / L=6.98' / PER DQC# 2022-0122151 REC. 311412022 0. R.