mb491_059-079OWNER'S STATEMENT IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
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 NNW
THE DISTINCTIVE BORDER LINE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LOTS "A" THROUGH "DD", -Twxj N m 3 7 4 Am`9
INCLUSIVE. THE DEDICATION IS FOR STREET AND PUBLIC UTILITY PURPOSES. BEING A SUBDIVISION OF THE NORTHWEST 1/4 OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 2 WEST SAN
AS A CONDITION OF DEDICATION OF LOT D,(HOLLAND ROAD), LOT E (LEON ROAD), LOT X (CRAIG AVENUE), LOT R (EUCALYPTUS ROAD), BERNARDINO MERIDIAN IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
LOT "I" (AUTUMN LEAF DRIVE), LOT "C" (BUTTONBALL DRIVE), LOT "Y" (SMOOTH BARK DRIVE), AND LOT "F" (ROSEBUD DRIVE) THE OWNERS OF
ACS CONSULTING INC. MARCH 2022
LOTS 28, 29, 41 THROUGH 52, INCLUSIVE, 131 THROUGH 143, INCLUSIVE, 170, 171, 319, 384, 385, 439, 440, 447, 451, 452, 454, 455, 456, 457,
460, 461, 462, 463, 464, 466, 467, 469, 470, 473 AND 474, ABUTTING THESE HIGHWAYS AND DURING SUCH TIME WILL HAVE NO RIGHTS OF
ACCESS EXCEPT THE GENERAL EASEMENT OF TRAVEL, ALSO EXCEPTING ONE (TWENTY-SIX FOOT) ACCESS OPENING FOR LOT 454, AS SHOWN
HEREON. ANY CHANGE OF ALIGNMENT OR WIDTH THAT RESULTS IN THE VACATION THEREOF SHALL TERMINATE THIS CONDITION OF ACCESS RIGHTS TAX COLLECTOR'S CERTIFICATE
AS TO THE PART VACATED.
WE HEREBY RETAIN THE EASEMENTS INDICATED AS "PRIVATE DRAINAGE EASEMENT" LYING WITHIN LOT 454, AS SHOWN HEREON, FOR PRIVATE USE,
FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP,
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED IN FEE FOR PUBLIC PURPOSES TO THE VALLEY -WIDE RECREATION AND PARK DISTRICT,
COUNTY OF RIVERSIDE, STATE OF. CALIFORNIA:
LOT 454, AS SHOWN HEREON, THE DEDICATION IS FOR PARK AND LANDSCAPE MAINTENANCE PURPOSES.
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED IN FEE FOR PUBLIC PURPOSES TO THE VALLEY -WIDE RECREATION AND PARK DISTRICT,
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA:
LOTS 449 THROUGH 452, INCLUSIVE, 458, 459, 461, 462, 464, 468 THROUGH 474, INCLUSIVE, AS SHOWN HEREON. THE DEDICATION IS FOR OPEN
SPACE AND LANDSCAPE MAINTENANCE PURPOSES.
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES TO THE VALLEY -WIDE RECREATION AND PARK
DISTRICT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA:
LYING WITHIN LOTS 28, 29, 139, 170, 171, 318, 384, 385, 439, 440, 447, 455 AND 463, AS SHOWN HEREON. THE DEDICATION IS FOR OPEN
SPACE AND LANDSCAPE MAINTENANCE PURPOSES.
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES TO THE VALLEY -WIDE RECREATION AND PARK
DISTRICT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA:
LYING WITHIN LOTS 447, 455, AND 463, AS SHOWN HEREON. THE DEDICATION IS FOR TRAIL AND LANDSCAPE MAINTENANCE PURPOSES.
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: DRAINAGE EASEMENTS LYING WITHIN LOTS 447,
x-,4591465, AS SHOWN HEREON. THE DEDICATIONS ARE FOR THE CONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES..
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: STORM DRAIN EASEMENT OVER ALL OF LOTS 447,
455 AND 463, AS SHOWN HEREON, THE DEDICATION IS FOR THE CONSTRUCTION AND MAINTENANCE OF FLOOD CONTROL FACILITIES.
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
DATE: 7)i _LA 2023.
MATTHEW JENNINGS
COUNTY TAX COLLECTOR
m.
DEPUTY
THIS CERTIFICATION EXCLUDES ANY
SUPPLEMENTAL TAX ASSESSMENTS NOT
YET EXTENDED
TAX BOND CERTIFICATE
I HEREBY CERTIFY THAT A BOND IN THE SUM OF 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.
DATE: TU�-( 9 _,2023.
%Of
WE HEREBY RETAIN LOTS 448, 453, 457, 460, 465, 466, AND 467, 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.
WE HEREBY RETAIN LOTS 447, 455, AND 463, IN FEE INDICATED AS "CHANNEL" AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF
OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP,
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: TO EASTERN
MUNICIPAL WATER DISTRICT (`DISTRICT'), A PUBLIC AGENCY ORGANIZED AND EXISTING UNDER AND BY VIRTUE OF THE MUNICIPAL WATER DISTRICT LAW
OF 1911, ITS SUCCESSORS AND ASSIGNS, A PERPETUAL EASEMENT AND RIGHT OF WAY TO CONSTRUCT, MAINTAIN, ENLARGE, RECONSTRUCT, REMOVE
AND REPLACE, OPERATE, INSPECT, REPAIR, IMPROVE AND RELOCATE SEWER FACILITIES, ALL AS SHOWN ON THIS MAP WITHIN THE SUBDIVISION AND
DESIGNATED 'SEWER EASEMENT" HEREON, TOGETHER WITH THE RIGHT OF ACCESS TO AND FROM SAID EASEMENT FOR THE PURPOSE OF EXERCISING
THE RIGHTS GRANTED IN SAID EASEMENT. OWNER RETAINS THE RIGHT TO USE THE EASEMENT AREA PROVIDED THAT OWNER SHALL NOT CONSTRUCT
OR ERECT BUILDINGS, MASONRY WALLS, MASONRY FENCES AND OTHER STRUCTURES OR IMPROVEMENTS, OR PLANT OR GROW TREES OR SHRUBS, OR
CHANGE THE SURFACE GRADE OR INSTALL PRIVATELY -OWNED PIPELINES WITHOUT THE PRIOR WRITTEN CONSENT OF DISTRICT.
BRP C
A ELAW RE Ll LIABILITY COMPANY
NAME Datve_f_• & v ie-tt-' TITLE VtC� S1dCN(f'
BENEFICIARIES:
D.R. HORTON LOS ANGELES HOLDING COMPANY, INC. A CALIFORNIA CORPORATION, BENEFICIARY UNDER DEED OF
TRUST RECORDED 4-27-22 AS INST. NO. 2022-0196963 AND HOLDER OF RECORDED RIGHTS TO ACQUIRE THE
PROPERTY PURSUANT TO MEMORANDUM OF PURCHASE AND SALE AGREEMENT AND ESCROW INSTRUCTIONS
RECORDED MARCH 8, 2021 AS INSTRUMENT NO. 2021-0147749, BOTH OF OFFICIAL RECORDS.
rs6a�g A ito 0& 1 16 4-9n of
N A /' I TLE lj�,�o 1' 12
ROMSPEN CALIFORNIA MORTGAGE LIMITED PARTNERSHIP AN ONTARIO,
CANADA LIMITED PARTNERSHIP, BENEFICIARY UNDER DEED OF TRUST
RECORDED 03-16-21 AS INST. NO. 2021-0164715
A.
o, &, r4 G4
NAMcvU/' �_ e.,A11 S TITLE
(SEE SHEET 2 FOR NOTARY SIGNATURES)
THE VALLEY -WIDE RECREATION AND PARK DISTRICT, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, HEREBY APPROVES THE TRACT MAP BUT DOES NOT NOW ACCEPT THE
IRREVOCABLE OFFERS OF DEDICATION MADE HEREON.
DATED: ZV!-j Ya ----, 2023.
B' ; ��---------
DEAN WETTER
GENERAL MANAGER
EASTERN MUNICIPAL WATER DISTRICT'S ACCEPTANCE STATEMENT
I HEREBY STATE THAT THE EASEMENTS DEDICATED ON THIS MAP TO THE EASTERN
MUNICIPAL WATER DISTRICT ARE HEREBY ACCEPTED AND THE DISTRICT CONSENTS
TO THE RECORDATION THEREOF BY ITS DULY AUTHORIZED OFFICER.
- ----- -- --- DATE:Z�---
SHEILA ZELAYA,
BOARD SECRETARY OFT E STERN MUNICIPAL WATER DISTRICT
AND THE BOARD OF D CTORS THEREOF.
BENEFICIARIES (CONT'D):
CDSY, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY,
BENEFICIARY UNDER DEED OF TRUST RECORDED
03-16-21 AS INST. NO. 2021-0164719
l�'tAYlP�
NAME TINJ LV TIT16
NEW LIFE VENTURE, LLC, BENEFICIARY UNDER
DEED OF TRUST RECORDED 03-16-21 AS INST.
NO. 2021-0164719
lhmotveK
NAME SVE YSN &AO pE61 t"Vit TI TL'
THE CHAO DI AND KUO FUNG WANG SU FAMILY
TRUST, BENEFICIARY UNDER DEED OF TRUST
RECORDED 03-16-21 AS INST. NO.
2021-0164719
z ;
NAME cgrNA SU TITLE
EQUITY TRUST COMPANY, CUSTODIAN FBO
STEVE PELLETIER ROTH IRA, BENEFICIARY
UNDER DEED OF TRUST RECORDED 03-16-21
,AS INST. N0. 2021-0 711�9}-
NAME � m(I Ar-gi9vitr
+' 9
SURVEYOR'S STATEMENT
P'a3- oaasglg
0000&�
SHEET 1 OF 21 SHEETS
RECORDER'S STATEMENT
FILED THIS YA DAY OF20,2
AT �53f Qtq_ OF MAPS,
AT PAGES -sq-14 , AT THE
REQUEST OF THE CLERK OF THE BOARD.
N0. U763 -0�4 5flgf
iN
PETER ALDANA,
ASSESSOR - COUNTY CLERK - RECORDER
BY: 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 D.R. HORTON LOS ANGELES HOLDING COMPANY, INC., A CALIFORNIA CORPORATION, IN
MARCH, 2022. 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.
DATE: iAay I 11-H ,2023. 5vi A q
1>1
-37
FRANK A. ARTIGA L.S. NO, 8716
L.S. NO. 8716 EXP, 6/30/24
EXP. 06/30/24
��9TF OF CAUF���\P
COUNTY SURVEYOR'S STATEMENT
THIS MAP CONFORMS TO THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL
ORDINANCES. I 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 37439 AS FILED, AMENDED, AND APPROVED BY THE BOARD OF SUPERVISORS
ON SEPTEMBER 1' 2020, THE EXPIRATION DATE BEING SEPTEMBER 1, 2023, AND THAT I AM
SATISFIED THIS MAP IS TECHNICALLY CORRECT.
DATE: 7�O�J ,2023.
co-
a-
Ir 9e 3 4, � .
DAVID L. MCMILLAN Eve 12 -11
COUNTY SURVEYOR
L.S. 8488, EXP. 12/31/24
(Y, CAC
BOARD OF SUPERVISOR'S STATEMENT
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.
THE OFFERS OF DEDICATION OF ABUTTER'S RIGHT OF ACCESS ALONG HOLLAND ROAD, LEON ROAD, CRAIG
AVENUE, EUCALYPTUS ROAD, AUTUMN LEAF DRIVE, BUTTONBALL DRIVE, SMOOTH BARK DRIVE, AND ROSEBUD
DRIVE ARE HEREBY ACCEPTED.
THE OFFERS OF DEDICATION MADE HEREON OF THE STORM DRAIN EASEMENTS ARE HEREBY NOT ACCEPTED.
THE OFFERS OF DEDICATION MADE HEREON OF THE DRAINAGE EASEMENTS ARE HEREBY ACCEPTED FOR
CONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES, AS PART OF COUNTY COMMUNITY FACILITIES
DISTRICT NO. 23-3M, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH COUNTY STANDARDS.
THE DEDICATION OF THE "WATER QUALITY EASEMENT" AS SHOWN HEREON, IS HEREBY ACCEPTED.
DATED: A tigug" 2023.
COUNTY RSID ATE CALIFORNIA
BY: �
CHAIRMAN OF THE BOARD OF SUPERVISORS
1. P. # 210141
ATTEST:
KIMBERLY RECTOR
CLERK OF THE BOARD OF SUPERVISORS
BY: &4At!!-tz
DEPUTY
SEC.8, T.6S., R.2W.
EDULE A
CASH OR SURETY BOND
THIS CERTIFICATION EXCLUDES ANY
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR
PUBLIC PURPOSES:
MATTHEW JENNINGS
SUPPLEMENTAL TAX ASSESSMENTS NOT
"WATER QUALITY EASEMENT" OVER ALL OF WATER QUALITY BASIN LOTS 448,
453, 457, 460, 465, 466, AND 467. THE DEDICATION IS FOR WATER
COUNTY TAX COLLECTOR
YET EXTENDED
QUALITY AND INSPECTION PURPOSES.
1011111
oll'
BY: D
TY
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR
PUBLIC PURPOSES TO THE VALLEY -WIDE RECREATION AND PARK
DISTRICT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA:
"WATER QUALITY EASEMENT" OVER ALL OF WATER QUALITY BASIN LOTS 448,
453, 457, 460, 465, 466, AND 467. THE DEDICATION IS FOR WATER
QUALITY AND LANDSCAPE MAINTENANCE PURPOSES.
VALLEY -WIDE RECREATION
AND PARK DISTRICT
- ---
WE HEREBY RETAIN LOTS 448, 453, 457, 460, 465, 466, AND 467, 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.
WE HEREBY RETAIN LOTS 447, 455, AND 463, IN FEE INDICATED AS "CHANNEL" AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF
OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP,
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: TO EASTERN
MUNICIPAL WATER DISTRICT (`DISTRICT'), A PUBLIC AGENCY ORGANIZED AND EXISTING UNDER AND BY VIRTUE OF THE MUNICIPAL WATER DISTRICT LAW
OF 1911, ITS SUCCESSORS AND ASSIGNS, A PERPETUAL EASEMENT AND RIGHT OF WAY TO CONSTRUCT, MAINTAIN, ENLARGE, RECONSTRUCT, REMOVE
AND REPLACE, OPERATE, INSPECT, REPAIR, IMPROVE AND RELOCATE SEWER FACILITIES, ALL AS SHOWN ON THIS MAP WITHIN THE SUBDIVISION AND
DESIGNATED 'SEWER EASEMENT" HEREON, TOGETHER WITH THE RIGHT OF ACCESS TO AND FROM SAID EASEMENT FOR THE PURPOSE OF EXERCISING
THE RIGHTS GRANTED IN SAID EASEMENT. OWNER RETAINS THE RIGHT TO USE THE EASEMENT AREA PROVIDED THAT OWNER SHALL NOT CONSTRUCT
OR ERECT BUILDINGS, MASONRY WALLS, MASONRY FENCES AND OTHER STRUCTURES OR IMPROVEMENTS, OR PLANT OR GROW TREES OR SHRUBS, OR
CHANGE THE SURFACE GRADE OR INSTALL PRIVATELY -OWNED PIPELINES WITHOUT THE PRIOR WRITTEN CONSENT OF DISTRICT.
BRP C
A ELAW RE Ll LIABILITY COMPANY
NAME Datve_f_• & v ie-tt-' TITLE VtC� S1dCN(f'
BENEFICIARIES:
D.R. HORTON LOS ANGELES HOLDING COMPANY, INC. A CALIFORNIA CORPORATION, BENEFICIARY UNDER DEED OF
TRUST RECORDED 4-27-22 AS INST. NO. 2022-0196963 AND HOLDER OF RECORDED RIGHTS TO ACQUIRE THE
PROPERTY PURSUANT TO MEMORANDUM OF PURCHASE AND SALE AGREEMENT AND ESCROW INSTRUCTIONS
RECORDED MARCH 8, 2021 AS INSTRUMENT NO. 2021-0147749, BOTH OF OFFICIAL RECORDS.
rs6a�g A ito 0& 1 16 4-9n of
N A /' I TLE lj�,�o 1' 12
ROMSPEN CALIFORNIA MORTGAGE LIMITED PARTNERSHIP AN ONTARIO,
CANADA LIMITED PARTNERSHIP, BENEFICIARY UNDER DEED OF TRUST
RECORDED 03-16-21 AS INST. NO. 2021-0164715
A.
o, &, r4 G4
NAMcvU/' �_ e.,A11 S TITLE
(SEE SHEET 2 FOR NOTARY SIGNATURES)
THE VALLEY -WIDE RECREATION AND PARK DISTRICT, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, HEREBY APPROVES THE TRACT MAP BUT DOES NOT NOW ACCEPT THE
IRREVOCABLE OFFERS OF DEDICATION MADE HEREON.
DATED: ZV!-j Ya ----, 2023.
B' ; ��---------
DEAN WETTER
GENERAL MANAGER
EASTERN MUNICIPAL WATER DISTRICT'S ACCEPTANCE STATEMENT
I HEREBY STATE THAT THE EASEMENTS DEDICATED ON THIS MAP TO THE EASTERN
MUNICIPAL WATER DISTRICT ARE HEREBY ACCEPTED AND THE DISTRICT CONSENTS
TO THE RECORDATION THEREOF BY ITS DULY AUTHORIZED OFFICER.
- ----- -- --- DATE:Z�---
SHEILA ZELAYA,
BOARD SECRETARY OFT E STERN MUNICIPAL WATER DISTRICT
AND THE BOARD OF D CTORS THEREOF.
BENEFICIARIES (CONT'D):
CDSY, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY,
BENEFICIARY UNDER DEED OF TRUST RECORDED
03-16-21 AS INST. NO. 2021-0164719
l�'tAYlP�
NAME TINJ LV TIT16
NEW LIFE VENTURE, LLC, BENEFICIARY UNDER
DEED OF TRUST RECORDED 03-16-21 AS INST.
NO. 2021-0164719
lhmotveK
NAME SVE YSN &AO pE61 t"Vit TI TL'
THE CHAO DI AND KUO FUNG WANG SU FAMILY
TRUST, BENEFICIARY UNDER DEED OF TRUST
RECORDED 03-16-21 AS INST. NO.
2021-0164719
z ;
NAME cgrNA SU TITLE
EQUITY TRUST COMPANY, CUSTODIAN FBO
STEVE PELLETIER ROTH IRA, BENEFICIARY
UNDER DEED OF TRUST RECORDED 03-16-21
,AS INST. N0. 2021-0 711�9}-
NAME � m(I Ar-gi9vitr
+' 9
SURVEYOR'S STATEMENT
P'a3- oaasglg
0000&�
SHEET 1 OF 21 SHEETS
RECORDER'S STATEMENT
FILED THIS YA DAY OF20,2
AT �53f Qtq_ OF MAPS,
AT PAGES -sq-14 , AT THE
REQUEST OF THE CLERK OF THE BOARD.
N0. U763 -0�4 5flgf
iN
PETER ALDANA,
ASSESSOR - COUNTY CLERK - RECORDER
BY: 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 D.R. HORTON LOS ANGELES HOLDING COMPANY, INC., A CALIFORNIA CORPORATION, IN
MARCH, 2022. 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.
DATE: iAay I 11-H ,2023. 5vi A q
1>1
-37
FRANK A. ARTIGA L.S. NO, 8716
L.S. NO. 8716 EXP, 6/30/24
EXP. 06/30/24
��9TF OF CAUF���\P
COUNTY SURVEYOR'S STATEMENT
THIS MAP CONFORMS TO THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL
ORDINANCES. I 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 37439 AS FILED, AMENDED, AND APPROVED BY THE BOARD OF SUPERVISORS
ON SEPTEMBER 1' 2020, THE EXPIRATION DATE BEING SEPTEMBER 1, 2023, AND THAT I AM
SATISFIED THIS MAP IS TECHNICALLY CORRECT.
DATE: 7�O�J ,2023.
co-
a-
Ir 9e 3 4, � .
DAVID L. MCMILLAN Eve 12 -11
COUNTY SURVEYOR
L.S. 8488, EXP. 12/31/24
(Y, CAC
BOARD OF SUPERVISOR'S STATEMENT
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.
THE OFFERS OF DEDICATION OF ABUTTER'S RIGHT OF ACCESS ALONG HOLLAND ROAD, LEON ROAD, CRAIG
AVENUE, EUCALYPTUS ROAD, AUTUMN LEAF DRIVE, BUTTONBALL DRIVE, SMOOTH BARK DRIVE, AND ROSEBUD
DRIVE ARE HEREBY ACCEPTED.
THE OFFERS OF DEDICATION MADE HEREON OF THE STORM DRAIN EASEMENTS ARE HEREBY NOT ACCEPTED.
THE OFFERS OF DEDICATION MADE HEREON OF THE DRAINAGE EASEMENTS ARE HEREBY ACCEPTED FOR
CONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES, AS PART OF COUNTY COMMUNITY FACILITIES
DISTRICT NO. 23-3M, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH COUNTY STANDARDS.
THE DEDICATION OF THE "WATER QUALITY EASEMENT" AS SHOWN HEREON, IS HEREBY ACCEPTED.
DATED: A tigug" 2023.
COUNTY RSID ATE CALIFORNIA
BY: �
CHAIRMAN OF THE BOARD OF SUPERVISORS
1. P. # 210141
ATTEST:
KIMBERLY RECTOR
CLERK OF THE BOARD OF SUPERVISORS
BY: &4At!!-tz
DEPUTY
SEC.8, T.6S., R.2W.
EDULE A
NOTARY ACKNOWLEDGEMENT
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE
INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE
TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
STATE OF CALIFORNIA
COUNTY OF 0
ON -Ma 22L 2023 F E ME, -_ M Y f A NOTARY PUBLIC, PERSONALLY
---------- -----
APPEARED�YL_ , WHOP VED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO
BE THE PERSON( -S) WHOSE NAME(s) IS/`*RE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME
THAT HE/-+E/+144•Y EXECUTED THE SAME IN HIS/+ -LR- �tEtR AUTHORIZED CAPACITY4E-S.), AND THAT BY
HIS/ttER/T*E+R SIGNATURE( -S) ON THE INSTRUMENT THE PERSON(, OR THE ENTITY UPON BEHALF OF WHICH THE
PERSON(g) ACTED, EXECUTED THE INSTRUMENT.
I CERTIFY UNDER PENALTY OF PERJURY UNDER LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING
PARAGRAPH IS TRUE AND CORRECT.
PRINTED OAME
MY PRINCIPAL PLACE OF BUSINESS IS
INCOUNTY.
MY _
COMMISSION NUMBER: 2-7-04-4942
EXPIRES:
NOTARY ACKNOWLEDGEMENT
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE
INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE
TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
STATE OF CALIFORNIA
COUNTY OF RIVERSIDE nn
ON t�____ BEFORE ME,Ceili __ 1INX- E________I A NOTARY PUBLIC, PERSONALLY
APPEARED ��IC_L• _ , W PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO
BE THE PERSON WHOSE NAME(x IS/ SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME
THAT X�SHE/TF-K EXECUTED THE SAME IN ISS/HER/TF>2 AUTHORIZED CAPACITY(K, AND THAT BY
XVHERITkR SIGNATUREX ON THE INSTRUMENT THE PERSON(f<, OR THE ENTITY UPON BEHALF OF WHICH THE
PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
I CERTIFY UNDER PENALTY OF PERJURY UNDER LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING
PARAGRAPH IS TRUE AND CORRECT.
WITNESS MY HAND AND OFFICIAL SEAL.
AmADO
SIGNTU PRINT NAM
MY PRINCIPAL PLACE OF BUSINESS IS
IN041E-VM:idt_ COUNTY.
MY COMMISSION NUMBER:Z-4=i--+.
EXPIRES: 4?yi. urlacue
NOTARY ACKNOWLEDGEMENT
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE
INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE
TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
STATE OF CALIFORNIA
COUNTY OF R+�E � L6NIVAw
ON (d�1�_1'29•2 __ BEFORE ME, __I�l_N0�� _ ______
_ _ _ ___, A NOTARY PUBLIC, PERSONALLY
APP ARED T'_� 1dPi__---------- , WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO
BE THE PERSON(S) OSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME
THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY
HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE
PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
I CERTIFY UNDER PENALTY OF PERJURY UNDER LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING
PARAGRAPH IS TRUE AND CORRECT.
WITNESS?q HAND AND OFFICIAL SEAL.
Ivo, sln>i
SIGNATU E PRINTED NAME
MY PRINCIPAL PLACE OF BUSINESS IS
IN COUNTY.
COUNTY. p.
MY COMMIS ION NUMBER:2a69-99.1
EXPIRES:..2�20_1�
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
BEING A SUBDIVISION OF THE NORTHWEST 1/4 OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 2 WEST SAN
BERNARDINO MERIDIAN IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
ACS CONSULTING INC. MARCH 2022
NOTARY ACKNOWLEDGEMENT NOTARY ACKNOWLEDGEMENT
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE
INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE
TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
aoa3 - oa
ov
o
SHEET 2 OF 21 SHEETS
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE
INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE
TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
STATE OF CALIFORNIA AAJ445 "`-�� P_n� �w&Wh
COUNTY OF Rtbt'`'"St0r (,P5 J -'L5 COUNTY OF L J �N
ON _ t�K� I� 7,0;'5 BEFO E ME ___j)6sA__NvA_5A _-___-_, A NOTARY PUBLIC, PERSONALLY ONvl-, �Z� ____ BEFORE ME, __ IhLl.st, _ �(k�rYkon.------- A NOTARY PUBLIC, PERSONALLY
APPEARED _5V ri_ ._O_ t tl�l`_ , WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO APPEARED �f-4f-ArwA-S n,�______ , WHO PRt�VED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO
BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME
THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY THAT HE/StF/THEY EXECUTED THE SAME IN HIS/ THEIR AUTHORIZED CAPACITY(IES), AND THAT BY
HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE HIS/HER THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE
PERSON(S) ACTED, EXECUTED THE INSTRUMENT. PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
I CERTIFY UNDER PENALTY OF PERJURY UNDER LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING
PARAGRAPH IS TRUE AND CORRECT.
WITNESS MY HAND AND OFFICIAL SEAL.
QA`
A 1V,% 5� 1
SIGNATURE PRINTED NAME
MY PRI CIPA PLACE OF BUSINESS IS
IN U'S1 tom- COUNTY.
MY COMMI SION NUMBER:2—*Ml
EXPIRES: Z�lols .
NOTARY ACKNOWLEDGEMENT
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE
INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE
TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
I CERTIFY UNDER PENALTY OF PERJURY UNDER LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING
PARAGRAPH IS TRUE AND CORRECT.
WITNESS MY HAND AND OFFICIAL SEAL.
SI NATO PRINTED qAME
MY PRINCIPAL PLACE OF BUSINESS IS
IN (City_ COUNTY.
MY COMMISSIION NUMBER: 292I n&117-$S'`F 0
EXPIRES: Q;,tzkc-29d_17
NOTARY ACKNOWLEDGEMENT
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE
INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE
TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
STATE OF CALIFORNIA
COUNTY OF R�VERS16,Q (,05,
STATE OF 84�-�,4 /h;5t)ojr;
COUNTY OF a��,,�O� 'So-f-kscn
ON '11AA ?IOL ___ BEFORE ME, �Xi�t �V¢_'S�i
, A NOTARY PUBLIC, PERSONALLY
ON u� � �aO�,3 ___ BEFORE ME, C_N�c.Jorfh--------- A NOTARY PUBLIC, PERSONALLY
APPEARED __�LM - IrL___________ , WHO PROVED TO ME ON
THE BASIS OF SATISFACTORY EVIDENCE TO
APPEARED '%G>�L _ E_n_k��3, WHO PROVED TO ME ON
THE BASIS OF SATISFACTORY EVIDENCE TO
BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN
INSTRUMENT AND ACKNOWLEDGED TO ME
BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN
INSTRUMENT AND ACKNOWLEDGED TO ME
THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY
THAT HE/SNE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY
HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR
THE ENTITY UPON BEHALF OF WHICH THE
HIS/HER/THEIR SIGNATURES) ON THE INSTRUMENT THE PERSON(S), OR
THE ENTITY UPON BEHALF OF WHICH THE
PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
I CERTIFY UNDER PENALTY OF PERJURY UNDER LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING I CERTIFY UNDER PENALTY OF PERJURY UNDER LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING
PARAGRAPH IS TRUE AND CORRECT. PARAGRAPH IS TRUE AND CORRECT.
WITNESSMY AND AND OFFICIAL SEAL.
SIGNATOR
MY PRINCIPAL PLACE OF BUSINESS IS
IN(ioZ��%_ COUNTY.
MY COMMISSION NUMBER:zg1
EXPIRES:) ,moo.
oiu k� IGM I'
PRINTED NAME
WITNESS MY HAND AND OFFICIAL SEAL.
c
SIGNATUR
MY PRINCIPAL PLACE OF BUSINESS IS --
INcc�k�o/� COUNTY.
MY COMMISSION NUMBER:
EXPIRES:
1. P. # 210141
C Hepwocf-Pi
PRINTED NAME
SEC.B, T.6S., R.2W. SCHEDULE A
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
Amok Aft A01h,
ENVIRONMENTAL CONSTRAINT NOTE
SHEET 3 OF 21 SHEETS
nAp %Ali
off
ENVIRONMENTAL CONSTRAINT SHEET AFFECTING THIS
SURVEY
PRO( w;hE D U R Em
CEL 111181
LENGTH
MAP IS ON FILE IN THE OFFICE OF THE RIVERSIDE
O
BEING A SUBDIVISION OF THE NORTHWEST 1/4 OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 2 WEST SAN COUNTY SURVEYOR, IN E.C.S. BOOK �� PAGE `t;I_.
"POINT 1" BERNARDINO MERIDIAN IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. THIS AFFECTS ALL LOTS, AND SHEET INDEX
NW COR SEC 8 30' ROW DEDICATION PER
INST. No. ACS CONSULTING INC.
-- HOLLAND ROAD
MARCH 2022 i
EASEMENT NOTES
PARCEL
N00°49'43"W
y
I
LOT 456.
ELEVATION OF 1441.175.
N89'43'45"W 2590.02' N89.54'32"W 2590.31'
_ _ N89'43'45"W
2590.02' NE COR SEC 8
s _ 1. AN EASEMENT AGREEMENT RECORDED SEPTEMBER 14,
2005, AS INSTRUMENT No. 2005-0757896,
DRIVE—
RIVE
®
STORM DRAIN EASEMENT, DEDICATED HEREON.
j
339
W
i
I I451 O.S.
-
SHEET 5
SHEET 11 b
� SHEET 12
(N89'54'32"W
2590.31') O.R. FOR A FLOOD CONTROL CHANNEL, BEGINNING AT
LEON ROAD ON WEST SIDE OF THE PROPERTY
s " I — AND EXTENDING APPROXIMATELY ONE MILE WESTERLY TO THE INTERSECTION OF BRIGGS ROAD AND
o
N COR 1/4 SEC 8 HOLLAND ROAD. (DOMINANT TENEMENT OF OFFSITE EASEMENT)
U4 145 1146147 � � 152 1M Z41W 1W 157 m 1160S.N.F. REE -ESTABLISHED
S.N.F.
MIDWAY AND ON LINE 2. AN EASEMENT AGREEMENT FOR SEWER MAIN AND SEWER LIFT STATION RECORDED APRIL
SHINING WILLOW DRIVE SHINING WILLOW DRIVE W 1 AUTUMN BLAZE DRIVE 161 a 30, 2007, AS INSTRUMENT No. 2007-0288093, O.R. AND IS LOCATED WEST OF BRIGGS
-i - - 41 - - - 1 ® DOMENIGONI PKWY
I SHEET 4 � W - cc ROAD AND SOUTH OF LA PIEDRA DRIVE (DOMINANT TENEMENT OF OFFSITE EASEMENT)
II21 70 eg 68 67 68 65 64 63 2
W
120
6' I I A
19 79
W 93 94 95 96 97
I® I I 18 $Iw 72 92
Ca 73
li17
II----- 16 1 74 91 ul
z
OW I I 75 90
J is d W
78 89 z >
14 0
77 88 = a 119 120 121
li 13 0
78 87
a
447 12 79 86
so 85
z 5 0..
= 10 81 84 m
i 9 82 83 '
co
M 8
I) LONDON PLANE
7 DRIVE
----- 6
TO
x
z I 4 w 453
\ S g 3 � W.Q.
u 8 2 a 1
SHEET 8 1 CANTERWOOD DR
I
�I 5
cv I 8 \ 8
N
Q I
o
0
Z I
_ I
I
I
455
CHANNEL
n
SHEET 10
458
LINE TABLE
162
NO.
CEL 111181
LENGTH
COUNTY OF RIVERSIDE
O
"SEWER EASEMENT" DEDICATED HEREON TO EASTERN MUNICIPAL WATER DISTRICT WITHIN
•
163
0U.
PARCEL
N00°49'43"W
2656.44'
Is
LOT 456.
ELEVATION OF 1441.175.
369
370
LITTLE RIVER
P.M. 48 / 69
DRIVE—
RIVE
®
STORM DRAIN EASEMENT, DEDICATED HEREON.
j
339
W
o
a
uj
s " I — AND EXTENDING APPROXIMATELY ONE MILE WESTERLY TO THE INTERSECTION OF BRIGGS ROAD AND
o
N COR 1/4 SEC 8 HOLLAND ROAD. (DOMINANT TENEMENT OF OFFSITE EASEMENT)
U4 145 1146147 � � 152 1M Z41W 1W 157 m 1160S.N.F. REE -ESTABLISHED
S.N.F.
MIDWAY AND ON LINE 2. AN EASEMENT AGREEMENT FOR SEWER MAIN AND SEWER LIFT STATION RECORDED APRIL
SHINING WILLOW DRIVE SHINING WILLOW DRIVE W 1 AUTUMN BLAZE DRIVE 161 a 30, 2007, AS INSTRUMENT No. 2007-0288093, O.R. AND IS LOCATED WEST OF BRIGGS
-i - - 41 - - - 1 ® DOMENIGONI PKWY
I SHEET 4 � W - cc ROAD AND SOUTH OF LA PIEDRA DRIVE (DOMINANT TENEMENT OF OFFSITE EASEMENT)
II21 70 eg 68 67 68 65 64 63 2
W
120
6' I I A
19 79
W 93 94 95 96 97
I® I I 18 $Iw 72 92
Ca 73
li17
II----- 16 1 74 91 ul
z
OW I I 75 90
J is d W
78 89 z >
14 0
77 88 = a 119 120 121
li 13 0
78 87
a
447 12 79 86
so 85
z 5 0..
= 10 81 84 m
i 9 82 83 '
co
M 8
I) LONDON PLANE
7 DRIVE
----- 6
TO
x
z I 4 w 453
\ S g 3 � W.Q.
u 8 2 a 1
SHEET 8 1 CANTERWOOD DR
I
�I 5
cv I 8 \ 8
N
Q I
o
0
Z I
_ I
I
I
455
CHANNEL
n
SHEET 10
458
W
Q--) ® WATER QUALITY EASEMENT, DEDICATED HEREON.
I`HERN OAK DRIVE SHEET -7 SHEET 13 ,J
a7im vCD
I o HOLLAND RD. z O DRAINAGE EASEMENT, DEDICATED HEREON.
113 112 m 110 109 108 107 48 F221220 219 218 217 296 215 214 213 212 2tt 2b 209 208 a c n
W D N 2 ® TRAIL AND LANDSCAPE MAINTENANCE EASEMENT, DEDICATED HEREON TO VALLEY -WIDE
137 44' 44' R W PER m RECREATION AND PARK DISTRICT
4s
PM 48/6-9— c 9 A PERMANENT EASEMENT AND RIGHT OF WAY IN FAVOR OF SOUTHERN CALIFORNIA EDISON
t 124 5 126 127 128 129 50 222 223 224 225 226 227 229 230 231 232 233 238 CRAIG AVE.
Vu I
o TO CONSTRUCT, USE, MAINTAIN, ALTER, ADD TO, ENLARGE, REPAIR, REPLACE, INSPECT
MAPLE BARK DRIVE - 51 134 _ _ - _ _ 5 \ `D o AND/OR REMOVE, AT ANY TIME AND FROM TIME TO TIME, ELECTRIC LINES, CONSISTING OF
SHEETS - GARBANI RD. `0� PROJECT POLES AND TOWERS MADE OF VARIOUS MATERIALS, "H" FRAME STRUCTURES, GUY WIRES
-- 251 250 249 248 247 2467245 244 243LOCATION AND ANCHORS, CROSSARMS, WIRES AND OTHER FIXTURES AND APPLIANCES AND
251 250 249 248 247 246 245 244 243 242 241 240 239 238 237 171 m
132PARCEL 3 rn COMMUNICATION CIRCUITS WITH NECESSARY APPURTENANCES, BOTH OVERHEAD AND
7 172 PARCEL MAP 11181 o UNDERGROUND, FOR CONVEYING ELECTRIC ENERGY TO BE USED FOR LIGHT, HEAT, POWER,
P.M. 48 / 69 C TELEPHONE AND/OR OTHER PURPOSES AND INCIDENTAL PURPOSES RECORDED JUNE 2
' 252 253 254 255 256 257 258 259 280 281 2 263 284 265 266 �> � - - o '
S.
�; 0 2021 AS INSTRUMENT NO. 2021-0334258, O.R.
1 BURFLOWER DRIVE SHEET 14 LI 175 SCOTT ROAD A A TEMPORARY, NON-EXCLUSIVE EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON
45a _ 5 W �YC�,: ,,�--------- -�-- - a 175 FOR CONSTRUCTION -RELATED PURPOSES AND INCIDENTAL PURPOSES, RECORDED JUNE 2
'ARK j
39
0 316 �
0
26' ACCESS
OPENING vi 457
LINE TABLE
162
NO.
CEL 111181
LENGTH
COUNTY OF RIVERSIDE
O
"SEWER EASEMENT" DEDICATED HEREON TO EASTERN MUNICIPAL WATER DISTRICT WITHIN
------------
163
0U.
PARCEL
N00°49'43"W
2656.44'
Is
LOT 456.
ELEVATION OF 1441.175.
369
370
LITTLE RIVER
P.M. 48 / 69
DRIVE—
RIVE
®
STORM DRAIN EASEMENT, DEDICATED HEREON.
j
339
W
o
a
uj
�
4:19 325
O.S.
o
z
327
OPEN SPACE, LANDSCAPE MAINTENANCE EASEMENT DEDICATED HEREON TO VALLEY WIDE
329
330 331
Q
Vi
334
335
\\
336 \
471
o
RECREATION AND PARK DISTRICT.
`@\I
�� \ o
U.
166
cn
umco
v
W
D
%
AS THE SOUTH 1/4 SEC. 8, PER F.B. 2075-1/5076.
O.S. i
ALL MONUMENTS SET PER RIVERSIDE COUNTY ORDINANCE 461.10 AND THE
uj
a
c' O
�- s�,\\�
/ �o' / o
p
STONE W/NAIL PER P.M. 52/16.
,
ACCEPTED AS N.E. CORNER OF SEC. 8, PER P.M. 52/16.
�7
W Q 324 7 SYCAMORE FIG DRIVE ` - - 337
s SHEET 17
0
z
\s
r'p-- ��\\\\09-
�,
�� rte! /ham
�p , / o
�`' .c� �`�.
»
OO INDICATES FOUND 1-1/2" I.P.
W/BRASS CAP ILLEGIBLE, FLUSH, NO
MONUMENT AGREEMENT FOR THIS MAP.
423
`124
`125
426
427
W
Q--) ® WATER QUALITY EASEMENT, DEDICATED HEREON.
I`HERN OAK DRIVE SHEET -7 SHEET 13 ,J
a7im vCD
I o HOLLAND RD. z O DRAINAGE EASEMENT, DEDICATED HEREON.
113 112 m 110 109 108 107 48 F221220 219 218 217 296 215 214 213 212 2tt 2b 209 208 a c n
W D N 2 ® TRAIL AND LANDSCAPE MAINTENANCE EASEMENT, DEDICATED HEREON TO VALLEY -WIDE
137 44' 44' R W PER m RECREATION AND PARK DISTRICT
4s
PM 48/6-9— c 9 A PERMANENT EASEMENT AND RIGHT OF WAY IN FAVOR OF SOUTHERN CALIFORNIA EDISON
t 124 5 126 127 128 129 50 222 223 224 225 226 227 229 230 231 232 233 238 CRAIG AVE.
Vu I
o TO CONSTRUCT, USE, MAINTAIN, ALTER, ADD TO, ENLARGE, REPAIR, REPLACE, INSPECT
MAPLE BARK DRIVE - 51 134 _ _ - _ _ 5 \ `D o AND/OR REMOVE, AT ANY TIME AND FROM TIME TO TIME, ELECTRIC LINES, CONSISTING OF
SHEETS - GARBANI RD. `0� PROJECT POLES AND TOWERS MADE OF VARIOUS MATERIALS, "H" FRAME STRUCTURES, GUY WIRES
-- 251 250 249 248 247 2467245 244 243LOCATION AND ANCHORS, CROSSARMS, WIRES AND OTHER FIXTURES AND APPLIANCES AND
251 250 249 248 247 246 245 244 243 242 241 240 239 238 237 171 m
132PARCEL 3 rn COMMUNICATION CIRCUITS WITH NECESSARY APPURTENANCES, BOTH OVERHEAD AND
7 172 PARCEL MAP 11181 o UNDERGROUND, FOR CONVEYING ELECTRIC ENERGY TO BE USED FOR LIGHT, HEAT, POWER,
P.M. 48 / 69 C TELEPHONE AND/OR OTHER PURPOSES AND INCIDENTAL PURPOSES RECORDED JUNE 2
' 252 253 254 255 256 257 258 259 280 281 2 263 284 265 266 �> � - - o '
S.
�; 0 2021 AS INSTRUMENT NO. 2021-0334258, O.R.
1 BURFLOWER DRIVE SHEET 14 LI 175 SCOTT ROAD A A TEMPORARY, NON-EXCLUSIVE EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON
45a _ 5 W �YC�,: ,,�--------- -�-- - a 175 FOR CONSTRUCTION -RELATED PURPOSES AND INCIDENTAL PURPOSES, RECORDED JUNE 2
'ARK j
39
0 316 �
0
26' ACCESS
OPENING vi 457
LINE TABLE
162
NO.
CEL 111181
LENGTH
COUNTY OF RIVERSIDE
O
"SEWER EASEMENT" DEDICATED HEREON TO EASTERN MUNICIPAL WATER DISTRICT WITHIN
------------
163
0U.
PARCEL
N00°49'43"W
2656.44'
Is
LOT 456.
ELEVATION OF 1441.175.
369
370
LITTLE RIVER
P.M. 48 / 69
DRIVE—
RIVE
®
STORM DRAIN EASEMENT, DEDICATED HEREON.
j
339
W
o
a
uj
�
4:19 325
O.S.
o
z
327
OPEN SPACE, LANDSCAPE MAINTENANCE EASEMENT DEDICATED HEREON TO VALLEY WIDE
329
330 331
Q
333
334
335
\\
336 \
471
o
RECREATION AND PARK DISTRICT.
`@\I
�� \ o
U.
166
cn
umco
v
W
D
%
AS THE SOUTH 1/4 SEC. 8, PER F.B. 2075-1/5076.
W
Q--) ® WATER QUALITY EASEMENT, DEDICATED HEREON.
I`HERN OAK DRIVE SHEET -7 SHEET 13 ,J
a7im vCD
I o HOLLAND RD. z O DRAINAGE EASEMENT, DEDICATED HEREON.
113 112 m 110 109 108 107 48 F221220 219 218 217 296 215 214 213 212 2tt 2b 209 208 a c n
W D N 2 ® TRAIL AND LANDSCAPE MAINTENANCE EASEMENT, DEDICATED HEREON TO VALLEY -WIDE
137 44' 44' R W PER m RECREATION AND PARK DISTRICT
4s
PM 48/6-9— c 9 A PERMANENT EASEMENT AND RIGHT OF WAY IN FAVOR OF SOUTHERN CALIFORNIA EDISON
t 124 5 126 127 128 129 50 222 223 224 225 226 227 229 230 231 232 233 238 CRAIG AVE.
Vu I
o TO CONSTRUCT, USE, MAINTAIN, ALTER, ADD TO, ENLARGE, REPAIR, REPLACE, INSPECT
MAPLE BARK DRIVE - 51 134 _ _ - _ _ 5 \ `D o AND/OR REMOVE, AT ANY TIME AND FROM TIME TO TIME, ELECTRIC LINES, CONSISTING OF
SHEETS - GARBANI RD. `0� PROJECT POLES AND TOWERS MADE OF VARIOUS MATERIALS, "H" FRAME STRUCTURES, GUY WIRES
-- 251 250 249 248 247 2467245 244 243LOCATION AND ANCHORS, CROSSARMS, WIRES AND OTHER FIXTURES AND APPLIANCES AND
251 250 249 248 247 246 245 244 243 242 241 240 239 238 237 171 m
132PARCEL 3 rn COMMUNICATION CIRCUITS WITH NECESSARY APPURTENANCES, BOTH OVERHEAD AND
7 172 PARCEL MAP 11181 o UNDERGROUND, FOR CONVEYING ELECTRIC ENERGY TO BE USED FOR LIGHT, HEAT, POWER,
P.M. 48 / 69 C TELEPHONE AND/OR OTHER PURPOSES AND INCIDENTAL PURPOSES RECORDED JUNE 2
' 252 253 254 255 256 257 258 259 280 281 2 263 284 265 266 �> � - - o '
S.
�; 0 2021 AS INSTRUMENT NO. 2021-0334258, O.R.
1 BURFLOWER DRIVE SHEET 14 LI 175 SCOTT ROAD A A TEMPORARY, NON-EXCLUSIVE EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON
45a _ 5 W �YC�,: ,,�--------- -�-- - a 175 FOR CONSTRUCTION -RELATED PURPOSES AND INCIDENTAL PURPOSES, RECORDED JUNE 2
'ARK j
39
0 316 �
0
26' ACCESS
OPENING vi 457
�Lu 7-) _ 16 PARCEL 4 2021 AS INSTRUMENT NO. 2021-0334259, O.R.
,a PARCEL MAP 11181 VICINITY MAP 11 WATER QUALITY AND LANDSCAPE MAINTENANCE EASEMENT, DEDICATED HEREON TO
177 P.M. 48 / 69 NOT TO SCALE O VALLEY -WIDE RECREATION AND PARK DISTRICT
ris SECTION 8, TOWNSHIP 6 SOUTH, RANGE 2 WEST, S.B.M. SURVEYOR'S NOTES 12 PRIVATE DRAINAGE EASEMENT, RETAINED HEREON.
"' "MLFP" "P584" "THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
2
W.Q. , N 2,279,468.172 N 2,269,135.980 COORDINATE SYSTEM CCS83 ZONE 6 BASED LOCALLY ON CONTROL STATIONS
i --E 6,237,668. 087 E 6,348,737.97 "BILL", "P484 ' " '
® - WN IT-----_ N84°41' 7'W1115_4_9__ ' AND MLFP NAD 83 (NSRS2011) EPOCH 2010.00 AS SHOWN
1 - •42___GR_I_D HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND
393 312 3tt 310 309 308 307 306 305 304 303 302 301 300 299 298 297 Q _ ----- ----- DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD
5 O.S. r Z '�/I REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED
a 463 t OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND
5 SHEET 16 in CHANNEL o F,_ �`�`?� ," /' DISTANCE BY A COMBINATION FACTOR OF 0.9999076534. CALCULATIONS ARE MADE
Ul
B
U.
W
J
z
3
a
60' 60' RW PER
yI COUNTY ROAD RECORDS 1-26
30'
30' R/W PER
°O COUNTY ROAD RECORDS 1-26
U 4 cn 465
LINE TABLE
356
NO.
BEARING
LENGTH
L1
N00°04'21 "W
2643.74'
------------
N00°15'40 "W
2643.68'
L2
N00°49'43"W
2656.44'
�Lu 7-) _ 16 PARCEL 4 2021 AS INSTRUMENT NO. 2021-0334259, O.R.
,a PARCEL MAP 11181 VICINITY MAP 11 WATER QUALITY AND LANDSCAPE MAINTENANCE EASEMENT, DEDICATED HEREON TO
177 P.M. 48 / 69 NOT TO SCALE O VALLEY -WIDE RECREATION AND PARK DISTRICT
ris SECTION 8, TOWNSHIP 6 SOUTH, RANGE 2 WEST, S.B.M. SURVEYOR'S NOTES 12 PRIVATE DRAINAGE EASEMENT, RETAINED HEREON.
"' "MLFP" "P584" "THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
2
W.Q. , N 2,279,468.172 N 2,269,135.980 COORDINATE SYSTEM CCS83 ZONE 6 BASED LOCALLY ON CONTROL STATIONS
i --E 6,237,668. 087 E 6,348,737.97 "BILL", "P484 ' " '
® - WN IT-----_ N84°41' 7'W1115_4_9__ ' AND MLFP NAD 83 (NSRS2011) EPOCH 2010.00 AS SHOWN
1 - •42___GR_I_D HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND
393 312 3tt 310 309 308 307 306 305 304 303 302 301 300 299 298 297 Q _ ----- ----- DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD
5 O.S. r Z '�/I REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED
a 463 t OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND
5 SHEET 16 in CHANNEL o F,_ �`�`?� ," /' DISTANCE BY A COMBINATION FACTOR OF 0.9999076534. CALCULATIONS ARE MADE
Ul
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U.
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60' 60' RW PER
yI COUNTY ROAD RECORDS 1-26
30'
30' R/W PER
°O COUNTY ROAD RECORDS 1-26
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8 323 0
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399 320 321
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359
,
4
356
355
354
353
AT 1 WITH COORDINATES OF:
N: 2,188,758.084 E: 6,297,153.589, USING AN
350
------------
360
361 3621363
PM 48 10
364
365
Is
367
ELEVATION OF 1441.175.
369
370
LITTLE RIVER
`�o- °��� `\ ; /;
DRIVE—
RIVE
18/061. ACCEPTED AS S.W. CORNER SEC. 8.
j
339
1
o
a
UNLESS OTHERWISE NOTED.
5
4:19 325
O.S.
326
327
328
329
330 331
332
333
334
335
\\
336 \
471
i
asW
a
`@\I
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am./'Q i
a h // � /
p INDICATES FOUND 2» » BRASS CAP STAMPED RIV. CO. SURV.» FLUSH, IN LIEU OF GRANITE
umco
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N 2,188,750.42 \
E 6 291 894.55 `:\®�
%
AS THE SOUTH 1/4 SEC. 8, PER F.B. 2075-1/5076.
O.S. i
ALL MONUMENTS SET PER RIVERSIDE COUNTY ORDINANCE 461.10 AND THE
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STONE W/NAIL PER P.M. 52/16.
,
ACCEPTED AS N.E. CORNER OF SEC. 8, PER P.M. 52/16.
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W Q 324 7 SYCAMORE FIG DRIVE ` - - 337
s SHEET 17
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8 323 0
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WW
322 >
399 320 321
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.11
359
,
358 357
356
355
354
353
352
351
350
349
360
361 3621363
PM 48 10
364
365
366
367
368
369
370
LITTLE RIVER
`�o- °��� `\ ; /;
DRIVE—
RIVE
18/061. ACCEPTED AS S.W. CORNER SEC. 8.
- `---"-r-� - - m 3411 I I ~ " � \`\ `sus ' N 2,188,758.08 a INDICATES FOUND 1 I P W TAG "L S 5358" DOWN 1 50' IN LIEU OF 3 "
pp a FD. 1-1/2" IP Q �\\\\gyp c5` E 6,297,153.59-1 /2
,. I -� W/TAG LS 6187 ���`� �s�, "POINT 1" IP IS 2831" PER PM 52/16. ACCEPTED AS THE E. 1/4, COR. SEC. 8.
I�342 8 v POINT 2 ? �i e ` os » »
I I -L1\ ;�f O DENOTES SET 1 IRON PIPE 18' LONG WITH PLASTIC PLUG STAMPED LS 8716", FLUSH.
W PARCEL 3 0� ����\O ; SET 1" IRON PIPE 18" LONG WITH PLASTIC PLUG STAMPED L.S. 8716, FLUSH, AT ALL
343 I 5 PARCEL MAP 10 o u / REAR LOT CORNERS AND ANGLE POINTS IN SIDE LOT LINES.
' P.M. 48 / to � � "BILL"
344 1 1 �_l6 N 2,154,994.976 SET NAIL AND TAG "L.S. 8716" ON TOP OF CURB AT AN OFFSET OF 9.75' FOR 56
E 6,313,564.170 FOOT ROW; 10.75' FOR 66 FOOT ROW; 10.75' for 66 FOOT ROW; 14.75' for 74 FOOT
-r—`- -- -- ( 1-_ ROW MEASURED RADIAL OR PERPENDICULAR FROM THE ROW TO THE CURB AT ALL
-4720.S. SHEET 18 7 345 [if
414
413
412
44' 44 R W PER
�s�o��\�`\o ����• `�
409
REFERENCE. ACCEPTED AS N.W. CORNER SEC. 8. PER C.R. 15/599
407
415 40 4V
VINE
338 '
M
420
PM 48 10
X1,15
X6,0 `\o\ `\ 'oti ,%,%�,
; ^
m INDICATES FOUND 1-1/2" I.P. W/BRASS CAP ILLEGIBLE, FLUSH, PER C.R.
(f
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18/061. ACCEPTED AS S.W. CORNER SEC. 8.
j
339
1
o
a
UNLESS OTHERWISE NOTED.
M
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a\\
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❑ INDICATES FOUND 1-1/2 I.P. W/2 BRASS CAP STAMPED RIV. CO. SURV. ,
0
Sao
5
19
3�
W.<
``
\ ,
DN. 10 UNDER GRANITE STONE, PER RIV. CO. F.B. 2075-1/5076. ACCEPTED
®
umco
v
W
N 2,188,750.42 \
E 6 291 894.55 `:\®�
%
AS THE SOUTH 1/4 SEC. 8, PER F.B. 2075-1/5076.
- `---"-r-� - - m 3411 I I ~ " � \`\ `sus ' N 2,188,758.08 a INDICATES FOUND 1 I P W TAG "L S 5358" DOWN 1 50' IN LIEU OF 3 "
pp a FD. 1-1/2" IP Q �\\\\gyp c5` E 6,297,153.59-1 /2
,. I -� W/TAG LS 6187 ���`� �s�, "POINT 1" IP IS 2831" PER PM 52/16. ACCEPTED AS THE E. 1/4, COR. SEC. 8.
I�342 8 v POINT 2 ? �i e ` os » »
I I -L1\ ;�f O DENOTES SET 1 IRON PIPE 18' LONG WITH PLASTIC PLUG STAMPED LS 8716", FLUSH.
W PARCEL 3 0� ����\O ; SET 1" IRON PIPE 18" LONG WITH PLASTIC PLUG STAMPED L.S. 8716, FLUSH, AT ALL
343 I 5 PARCEL MAP 10 o u / REAR LOT CORNERS AND ANGLE POINTS IN SIDE LOT LINES.
' P.M. 48 / to � � "BILL"
344 1 1 �_l6 N 2,154,994.976 SET NAIL AND TAG "L.S. 8716" ON TOP OF CURB AT AN OFFSET OF 9.75' FOR 56
E 6,313,564.170 FOOT ROW; 10.75' FOR 66 FOOT ROW; 10.75' for 66 FOOT ROW; 14.75' for 74 FOOT
-r—`- -- -- ( 1-_ ROW MEASURED RADIAL OR PERPENDICULAR FROM THE ROW TO THE CURB AT ALL
-4720.S. SHEET 18 7 345 [if
414
413
412
411
410
409
408
407
415 40 4V
VINE
418
M
420
421
422
LEAF
COURT
O
0 W.Q. 73 O.S. SHEET 19 x. ' SHEET 21 �4/o PARCEL 4
s 5 ® 5 PARCEL MAP 11135 ( ) DENOTES RECORD DATA PER PM 23/92-93, UNLESS NOTED OTHERWISE.
¢ S.N.F. RE-ESTABLISHED 44 R/W PER 8 0 466 P.M. 48 / 10
MIDWAY AND ON LINE PM 52/88 446 445 `� 443 442 ` a4o ! ` a3s 437 436 435 ` 433 432 W.Q. 11LL INDICATES RESTRICTED ACCESS.
� 1
-� �— — — — — — — — — -CRAIG AVENUE — — — — — �-47o0.S. - -CRAIG AVENUE- -474 — — — — (N89°55 ;33'�W 2624.07') 1 O.S. DENOTES "OPEN SPACE" LOT.
N89'45'03"W 2624.88' O.S. O.S. _ N89°45 02 W 2625.29 ��E 1 /4 SEC 8 CC&Rs RECORDED g AS INST. NO.
(N8955'33"w 2625.02') W.Q. =WATER QUALITY BASIN
PARCEL 1 — — — — — — — — — " _ _ _ _ _ _ S.N.F. RE-ESTABLISHED BY !
PARCEL 2 PARCEL 3 PARCEL 4 PARCEL 1 PARCEL 2 I PARCEL 3 PARCEL 4 I I 200 0 100 200 400 600
PARCEL MAP 11356 PARCEL MAP 11356 PARCEL MAP 11356 PARCEL MAP 11356 PARCEL MAP 11355 PARCEL MAP 11355 PARCEL MAP 11355 PARCEL MAP 11355 INTERSECTION
P.M. 52 / 88 P.M. 52 / 88 P.M. 52 / 88 P.M. 52 / 88 P.M. 53 / 51 P.M. 53 / 51 P.M. 53 / 51 P.M. 53 / 51
44' R W PER
----------------NSs2s'12"w 2sso.o3'----------_— CTR 1/4 SEC 8
- - ) PM 53 51 / ( IN FEET )
SW COR SEC 8 -- N---------- ------------------
( 89'40'50"W 2660.00' i
— — - 1 inch = 200 ft.
o s
FRONT LOT CORNERS, ALL ROW BC'S, EC'S, PCC'S, PRC'S AND CORNER CUTBACKS,
>
o CONVERGENCE ANGLE AT POINT 1
I
UNLESS OTHERWISE NOTED.
,`
2
4M
400
3�
- -0,28,40„
®
—
ALL MONUMENTS SET PER RIVERSIDE COUNTY ORDINANCE 461.10 AND THE
-
-
466
GPS TIES FOR BASIS OF BEARINGS.
MONUMENT AGREEMENT FOR THIS MAP.
423
`124
`125
426
427
428
4294W
WQ '
8
]
GPS CONTROL LINES ARE NOT TO SCALE.
m�
5
v�
THIS TRACT CONTAINS 158.22 ACRES, GROSS.
VINE LEAF COURT
w
DRAINAGE EASEMENTS SHALL BE KEPT FREE OF BUILDINGS AND OBSTRUCTIONS
O
0 W.Q. 73 O.S. SHEET 19 x. ' SHEET 21 �4/o PARCEL 4
s 5 ® 5 PARCEL MAP 11135 ( ) DENOTES RECORD DATA PER PM 23/92-93, UNLESS NOTED OTHERWISE.
¢ S.N.F. RE-ESTABLISHED 44 R/W PER 8 0 466 P.M. 48 / 10
MIDWAY AND ON LINE PM 52/88 446 445 `� 443 442 ` a4o ! ` a3s 437 436 435 ` 433 432 W.Q. 11LL INDICATES RESTRICTED ACCESS.
� 1
-� �— — — — — — — — — -CRAIG AVENUE — — — — — �-47o0.S. - -CRAIG AVENUE- -474 — — — — (N89°55 ;33'�W 2624.07') 1 O.S. DENOTES "OPEN SPACE" LOT.
N89'45'03"W 2624.88' O.S. O.S. _ N89°45 02 W 2625.29 ��E 1 /4 SEC 8 CC&Rs RECORDED g AS INST. NO.
(N8955'33"w 2625.02') W.Q. =WATER QUALITY BASIN
PARCEL 1 — — — — — — — — — " _ _ _ _ _ _ S.N.F. RE-ESTABLISHED BY !
PARCEL 2 PARCEL 3 PARCEL 4 PARCEL 1 PARCEL 2 I PARCEL 3 PARCEL 4 I I 200 0 100 200 400 600
PARCEL MAP 11356 PARCEL MAP 11356 PARCEL MAP 11356 PARCEL MAP 11356 PARCEL MAP 11355 PARCEL MAP 11355 PARCEL MAP 11355 PARCEL MAP 11355 INTERSECTION
P.M. 52 / 88 P.M. 52 / 88 P.M. 52 / 88 P.M. 52 / 88 P.M. 53 / 51 P.M. 53 / 51 P.M. 53 / 51 P.M. 53 / 51
44' R W PER
----------------NSs2s'12"w 2sso.o3'----------_— CTR 1/4 SEC 8
- - ) PM 53 51 / ( IN FEET )
SW COR SEC 8 -- N---------- ------------------
( 89'40'50"W 2660.00' i
— — - 1 inch = 200 ft.
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SURVEYORS NOTES, SURVEY PROCEDURE, INDEX MAP,
EASEMENT NOTES AND ENVIRONMENTAL CONSTRAINT NOTE
SEE SHEET 3
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
TRACT-11r- Im
lwm0m %oj"%"""`439
BEING A SUBDIVISION OF THE NORTHWEST 1/4 OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 2 WEST SAN
BERNARDINO MERIDIAN IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
ACS CONSULTING INC. MARCH 2022
GRAPHIC SCALE
40 0 20 40 80
INDICATES FOUND 1-1/2" I.P. W/BRASS '
CAP ILLEGIBLE, FLUSH, NO REFERENCE.
ACCEPTED AS N.W. CORNER SEC. 8. ( IN FEET )
30.00' 12.60'1 inch = 40 ft.
35.00 20.50
90.47' I I
I I I I I
Co I of
I I o 19-bto'
N Z
p ( I 15.72 L17 L14N89'43'45"W 299.99'
120
N89°43'45"W 2590.02'
695.00'
Z 122.46'
N89°55'39"E 111.92N89°43'45"W 188.03
-----t--� ---- 5 a, J\ 112.56'
76.00 I \
co
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z l THIS SHEET 0, 00 0 449 "
CA 41rn o0 oJ
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33.81 47.00' 47.00' 47.00' 42.00' N8 03 33
57
55 E
N 0
z N7925'41" C8 N89'43'29"W 216.81' "
40.99' w , o I
00
N89°43'29"W 910.44' j " 47.00'
51,26'CI SHINING WILLOW®RIVE LOT "R"
N NI
N89°43'29"W 806.18'
N725g,ss„ �llx 27.18' 47.00' 47.00' 47.00' 47.00'
6 .90, w
28.00' O O O O p
O
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CURVE DATA (CONT'D)
NO. RADIUS DELTA ARC TAN
C27 50.25' 30°14'50 26.53' 13.58'
C28 66.25' 30°14'50 34.97' 17.90'
LOT "D'•
(N89'54'32"W 2590.31')
,,,, 45'fo.S.,,,,,,......... .
51.00' 24.55' 24.46' 50.01'
49.00'
N89°06'53"E 247.31' -
'N89°06'53"E 260.17'
47.01' 47.01' 47.01'
17 N N
Lo 110 r-
25 26 27
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'N89°06'53"E 260.17'
47.01' 47.01' 47.01'
17 N N
Lo 110 r-
25 26 27
r7
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SHEET 4 OF 21 SHEETS
LINE DATA (CONT'D)
NO.
BEARING
DISTANCE
L27
N30°10'22"E
57.33'
L28
N60'04'19"W
16.00'
L29
N00'04'19"W
89.31'
L30
NO2'02'54"E
76.50'
L31
NO2'11'32"E
131.76'
[-L3-2-T-NO2°11'32"E
72.47'
226.93'
57.29' 56.99'
co
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72.47'
C5
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27'38'10"
31.83'
C6
66.00'
04'21'51"
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108'40'36"
125.19'
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66.00'
35°16'46"
40.64'
C4
66.00'62°54'56"
L6
72.47'
C5
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27'38'10"
31.83'
C6
66.00'
04'21'51"
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C7
100.00'
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1.71'
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16.26'
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66.00'
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40.10'
C13
66.00'
34°43'29"
40.00'
C14
100.00'
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17.97'
C15 1
66.00'
23°47'08"
27.40'
C16
12.50'
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8.85'
C17
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9.82'
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32.50'
40'33'26"
23.01'
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45'00'00"
25.53'
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30°00'00"
26.18'
r-
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34'50'29"
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C22
50.00'
30°00'00"
26.18'
00
50.00'
26°08'57"
22.82'
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66.00'
26°08'57"
30.12'
C25
30.00'
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27.99'
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N89'55'41"E 100.08'
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N89°55'41 "E 100.08'
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47.00' I 47.00'
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O
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o N76, � �?� �h� 1� LOT ® -�
34 5g„w 93-25 ,(R � ���''`ti� N89°43'29"W 663.75'
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N 91 5 I N
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N89°43'45"W 299.99' ---
35.92' 30.03' 45.97'
J O
L19 L'
NSS•
N60°04'19"W L20 396'
16.00' C21
N89°55'41 "E ��. ¢
16.00' 1 0 I
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NO3°55'22"W r
18.48'
z Z
00
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00
N
DETAIL 'A'
CURVE DATA SCALE 1"=40'
NO.
RADIUS
O
0
C1
66.00'
108'40'36"
125.19'
C2
O
06°07'02"
7.05'
47.00'
w 858.71'
w
CO CD
0 0 z
96z
0
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92x\30,, 27.23' C14
G12 N7 13.76' 15.58 47.00'
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p 40.99' N89°43'29"W 522.58'
o N76, � �?� �h� 1� LOT ® -�
34 5g„w 93-25 ,(R � ���''`ti� N89°43'29"W 663.75'
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53.32
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N 91 5 I N
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L18 N87°27'49"E(R)
N89°43'45"W 299.99' ---
35.92' 30.03' 45.97'
J O
L19 L'
NSS•
N60°04'19"W L20 396'
16.00' C21
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16.00' 1 0 I
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CURVE DATA SCALE 1"=40'
NO.
RADIUS
DELTA
LENGTH
C1
66.00'
108'40'36"
125.19'
C2
66.00'
06°07'02"
7.05'
C3
66.00'
35°16'46"
40.64'
C4
66.00'62°54'56"
L6
72.47'
C5
66.00'
27'38'10"
31.83'
C6
66.00'
04'21'51"
5.03'
C7
100.00'
00°58'44"
1.71'
C8
100.00'
10 °17'48"
17.97'
C9
100.00'
10°17'48"
17.97'
C10
100.00'
09'19'04"
16.26'
C11
66.00'
17'37'20"
20.30'
C12
66.00'
34°48'29"
40.10'
C13
66.00'
34°43'29"
40.00'
C14
100.00'
10°17'48"
17.97'
C15 1
66.00'
23°47'08"
27.40'
C16
12.50'
40°33'26"
8.85'
C17
12.50'
45°00'00"
9.82'
C18
32.50'
40'33'26"
23.01'
C19
32.50'
45'00'00"
25.53'
C20
50.00'
30°00'00"
26.18'
C21
15.00'
34'50'29"
9.12'
C22
50.00'
30°00'00"
26.18'
C23
50.00'
26°08'57"
22.82'
C24
66.00'
26°08'57"
30.12'
C25
30.00'
53°2655"
27.99'
LINE DATA
NO.
BEARING
DISTANCE
L1
N08°06'16"W
40.99'
L2
N08'06'16"W
15.15'
L3
N08°06'16"W
25.84'
L4
N55°42'05"W
24.47'
L5
N56°00'47"W
15.62'
L6
N55'08'22"W
8.85'
L7
N00'04'19"W
9.00'
L8
N00°16'15"E
5.59'
L9
N 40'17' 11 "W
9.47'
L10
N85'17'11 "W
2.63'
L11
N00°16'15"E
5.59'
L12
N 40'17'11 "W
9.47'
L13
N85'17'11 "W
4.30'
L14
N89'43'45"W
20.16'
L15
N00'04'19"W
25.45'
L16
N00°04'19"W
20.07'
L17
N90°00'00"W
11.61'
L18
N00°04'19"W
2.96'
L19
N29*55'41 "E
4.32'
L20
N89°10'17"E
14.98'
L21
N00°05'59"W
45.50'
L22
N00'04'19"W
14.46'
L24
N55°59'14"W
4.65'
L25
N18'54'12"E
15.65'
L26
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40 0 20 40 80 120
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LINE DATA
NO. BEARING DISTANCE
Ll N33 2453"W 18.03'
L2 N55'1655'E 24.41'
L3 N19'40'24'E 23.05'
L4 N79 58'43"E 5.50'
L5 N54 44'03"W 24.4 1 '
L6 N444329"W 35.36'
L 7 N45'16'31 "E 21.21'
L8 N334852"W 47.04'
L9 N55'16'55"E 15.70'
L 10 N55'16'55 "E 8.72'
L 11 N 14 51 '25"W 12.26'
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NO. RADIUS DELTA LENGTH
Cl 100.00' 10'17'48" 17.97'
C2 100.00' 07°43'49" 13.49'
C3 100.00' 02'33'59" 4.48'
C4 66.00' 30'23'00" 35.00'
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Ll N33 2453"W 18.03'
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L3 N19'40'24'E 23.05'
L4 N79 58'43"E 5.50'
L5 N54 44'03"W 24.4 1 '
L6 N444329"W 35.36'
L 7 N45'16'31 "E 21.21'
L8 N334852"W 47.04'
L9 N55'16'55"E 15.70'
L 10 N55'16'55 "E 8.72'
L 11 N 14 51 '25"W 12.26'
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Cl 100.00' 10'17'48" 17.97'
C2 100.00' 07°43'49" 13.49'
C3 100.00' 02'33'59" 4.48'
C4 66.00' 30'23'00" 35.00'
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L5 N54 44'03"W 24.4 1 '
L6 N444329"W 35.36'
L 7 N45'16'31 "E 21.21'
L8 N334852"W 47.04'
L9 N55'16'55"E 15.70'
L 10 N55'16'55 "E 8.72'
L 11 N 14 51 '25"W 12.26'
CURVE DATA
NO. RADIUS DELTA LENGTH
Cl 100.00' 10'17'48" 17.97'
C2 100.00' 07°43'49" 13.49'
C3 100.00' 02'33'59" 4.48'
C4 66.00' 30'23'00" 35.00'
C5 66.00' 09'39'05" 11.12'
C6 100.00' 10'17'48" 17.97'
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Cl 100.00' 10'17'48" 17.97'
C2 100.00' 07°43'49" 13.49'
C3 100.00' 02'33'59" 4.48'
C4 66.00' 30'23'00" 35.00'
C5 66.00' 09'39'05" 11.12'
C6 100.00' 10'17'48" 17.97'
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C'4
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47.00
19.80'
I
N89'55'41"E 261.00'
131.76'
Co
co ®
NO2°11'32"E
226.93'
L17
I n
LOT'.0..
118
z
253.74'
'd -o
I
N89°55'41"E 109.51'
0
33.00
99.51'
L13 C3
L12
R=
SEE SHEET 9
SHEET 6 OF 21 SHEETS
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
LINE DATA
NO.
BEARING
DISTANCE
L1
NO2°07'16"E
2.48'
L2
N00'26'06"E
9.97'
L3
NO2'58'22"E
1.39'
L4
N00'04'19"W
2.39'
L5
N00°04'19"W
9.42'
L6
N47'02'49"W
20.52'
L7
NO2'58'19"E
13.53'
L8
N00'04'19"W
13.49'
L9
N00'04'19"W
8.60'
L10
N46°53'07"W
20.46'
L11
N45'06'06"E
19.86'
L12
N79'55'21"W
41.12'
L13
N89'55'41 "E
10.00'
L14
N44'55'41"E
19.80'
L15
NO2°11'32"E
131.76'
L16
NO2°11'32"E
226.93'
L17
N00'04'19"W
170.56'
118
N00°04'19"W
253.74'
CURVE DATA
120
NO.
RADIUS
DELTA
ARC
Cl
100.00'
1017'48"
17.97'
C2
100.00'
10'08'58"
17.71'
C3
100.00'
10'08'58"
17.71'
C4
66.00'
23°47'08"
27.40'
C5
944.00'
01'41'33"
27.88'
C6
944.00'
00'34'18"
9.42'
C7
1000.00'
02°07'19"
37.04'
C8
1000.00'
00°08'31"
2.47'
C9
1000.00'
02°15'50"
39.51'
C10 1
944.00'
02°15'50"
37.30'
C11 1
972.00'
02°15'50"
38.41'
SURVEYORS NOTES, SURVEY PROCEDURE, INDEX MAP,
EASEMENT NOTES AND ENVIRONMENTAL CONSTRAINT NOTE
49.00'
CD
C)
116
O
Co
W
W 49.00'
0
121
O
Cl0
49.00'
► 1:
SEE SHEET 3
49.00'
SEE SHEET 5
49.00'
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
43.00' SEE SHEET 5
N89'43'29"W 663.75' SOUTHERN OAK DRIVE LOT °' v' o I N89°43'29"W 100.00'
N89'43'29"W 567.43' � b
0
49.00' 49.00' 49.00' 49.00' 49.00' 51.00' 45.00'b 47
28.00' Llio
---> P
N N89°43'29"W 100.00'
® 115 � 114 � 113 � 112
0
O O O OCD CD O
CD
O O O O O
N N N N N
N 89'43' 29"W
49.00' 49.00' 1 49.00' 1 49.00'
W I W I W I W
o o
0 0 0 0
Z� 122 Z o 123 Z o 124 Z o 125
O O O p
C5 C5 0
o O O o
111 0 110 0 109 0 108 0 107 0 w W
O O O O O O 48
Co w !>UlO
CD CO (D ap Z d
O O O p j� O I® Y/
0 0 0 0 o z Z N89'43'29"W 100.00'
O
606.98' Z
49
LJ 49.00' w 49.00' w 49.00' w 51.00' w 60.00' L2 - - - - NO/ '45'39"W(R)
2 :zC2- C3--,---------
0 -Coz N89°43'29'"W 100 27'
WALNUT DRIVE
LOT "N"
I
47.00'
00 �I
rrj
CD W 37.00'
> -----
� I
0 0 0 0 0 �-
126 0 127 �- C4 N
130 0�� �
�' 50 CD
o Z p Z o 128 Z o 129 z o rn M C1 w
CD C) CD0
0 0 0 0 0 of o � i 1 .�: o I
o
__j o
O d' di
Co Cq
N ;" 7 ��
J N87'50'20"W 97.50'
o
O
N44'43'29"W
o
L6
Z
49.00 49.00' 49.00' 49.00' 49.00'
o
49.00' 49.00' 51.00' 29.34' �SS2j, 1
LL
31.52'
N89'43'29"W 560.80'
w
N71'42'03"WR�
L5
MAPLE BARK DRIVE
LOT 'vH" U 6 S'Co
� S
W
----- -----
----
N89'43'29"W 644.45'
41.66
41.66'
_ _ N40°S1,�2» G�' ,5
�^ 52 0 o N
0
I
i
p
co
�i
o I s
N89'43'29"W 500.27'
----__ N79 -34,,31,,W 01) GO,ti
5.00
(� N84 44�¢Q„ _ . I o -'�
- I
20.35'
O
Z
20.98'
L12
N87°50'20"W
76.10'
L13
N87°50'20"W
Z
�
I
34.40'
L15
N68'07'46"W
34.40'
L16
N34'42'03"W
N
L17
N34'42'03"W
1.68'
02'04'08"
20.33'
C15
563.00'
18'22'47"
180.60'
C16
32.50'
19°42'34"
11.18'
CD
12.50'
19'42'34"
4.30'
o
32.50'
33'25'43"
CN
C19
12.50'
33'25'43"
N
C20
563.00'
02'02'37"
20.08'
d-
563.00'
00'30'36"
I
0 0 0 0 0 �-
126 0 127 �- C4 N
130 0�� �
�' 50 CD
o Z p Z o 128 Z o 129 z o rn M C1 w
CD C) CD0
0 0 0 0 0 of o � i 1 .�: o I
o
__j o
O d' di
NO.
Co Cq
N ;" 7 ��
J N87'50'20"W 97.50'
o
O
N44'43'29"W
28.00 V-
�
L6
Z
49.00 49.00' 49.00' 49.00' 49.00'
o
49.00' 49.00' 51.00' 29.34' �SS2j, 1
Of �
51 I
31.52'
N89'43'29"W 560.80'
N05'34'16"W
N71'42'03"WR�
L5
MAPLE BARK DRIVE
LOT 'vH" U 6 S'Co
� S
.-
� � " Z�
N87'50 20 W 98.91
----- -----
----
N89'43'29"W 644.45'
41.66
41.66'
_ _ N40°S1,�2» G�' ,5
�^ 52 0 o N
0
I
i
L8
-- �R� _ �G`i
,- N42°46'11_'W�Rl Co'
o I s
N89'43'29"W 500.27'
----__ N79 -34,,31,,W 01) GO,ti
5.00
(� N84 44�¢Q„ _ . I o -'�
- I
NO.
BEARING
DISTANCE
L1
N44'43'29"W
21.21'
L2
N00°16'31 "E
11.12'
1-3
N51'38'58"E
31.52'
L4
N05'34'16"W
44.92'
L5
N05'34'16"W
26.10'
L6
N05'34'16"W
18.82'
L7
N68'07'46"W
42.46
L8
N87°50'20"W
77.69'
L9
N75'39'12"W
20.85'
L10
N25'01'40"E
20.35'
L11
N75'39'12"W
20.98'
L12
N87°50'20"W
76.10'
L13
N87°50'20"W
74.49'
L14
N68°07'46"W
34.40'
L15
N68'07'46"W
34.40'
L16
N34'42'03"W
1.19'
L17
N34'42'03"W
1.68'
SEE SHEET 9
454
PARK
41.12'
CURVE DATA
NO.
RADIUS
DELTA
ARC
Cl
100.00'
08'33'16"
14.93'
C2
456.00'
02'42'29"
21.55'
C3
456.00'
01 `57'49"
15.63'
C4
456.00'
00'44'40"
5.92'
C6
76.00'
23°52'13"
31.66'
C7
76.00'
28'55'52"
38.38'
C8
100.00'
10'08'58"
17.71'
C9
563.00'
00'11'43"
1.92'
C10
76.00'
53'11'40"
70.56'
C11
428.00'
06'34'54"
49.17'
C12
600.00
03'52 57
40.66
C13
600.00'
03'32'33"
37.10'
C14
563.00'
02'04'08"
20.33'
C15
563.00'
18'22'47"
180.60'
C16
32.50'
19°42'34"
11.18'
C17
12.50'
19'42'34"
4.30'
C18
32.50'
33'25'43"
18.96'
C19
12.50'
33'25'43"
7.29'
C20
563.00'
02'02'37"
20.08'
C21
563.00'
00'30'36"
5.01'
C22
76.00'
15'07'35"
20.06'
C23 1
76.00'
01'54'49"
2.54'
C24 1
76.00'
105'59'45"
140.60'
C1 \.� L8 W(R) zj I j
1 _ _
>> o L12 - ,I o
0
C18 C17 U7 N N82'11'2 "W�R N
CN
\& C16 L13/Co
J I
N
ftft
co °�
cp ,N /r •
v !;
C) �
q 1�
4
0 3714 ,
o N o0
a'
N66'21'53"W(R) h C' o0
N64'17'44"W(R)
SEE SHEET 15
40
�.oa3- D2-asgq�
6VA knAA
SHEET 7 OF 21 SHEETS
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
120
N
Cl
c;
SURVEYORS NOTES, SURVEY PROCEDURE, INDEX MAP,
EASEMENT NOTES AND ENVIRONMENTAL CONSTRAINT NOTE
SEE SHEET 3
5
i
N16,
00
d-
E; �
o Q;
N � �
rr
� N N O O
0 447 0 0
o CHANNEL z z
N 4 5
� O N
O CD Q `t
Z O
z
O
�n z
CN
N \ �h//
\ L7 �l
0
C:)
'Lu
, 16"
` \ \ I
0i
CD
5
L29� C15 �°� /
�'o ��' /
e
.j N 5
59.00' N
32.24' � 30.00' -' 49.86'
Lq
00
Lq
o
0
�
�
I
SEE SHEET 6
o)
of
N44'55'41"E
�I
_72.68'
I
73.34
-
N54'30'23"E
®I
N
�I
Mi
24.34'
L5
59.00'
112.10'
N89'43'45"W 197.05'
LOT "J"
N89'43'45"W-319.59' -
CANTERWOOD DRIVE
LINE DATA
NO.
BEARING
SEE SHEET 6
L1
N44'55'41"E
19.80'
7
N54'25'07"W
17.16'
L3
N54'30'23"E
N89°55'41 "E
99.00'
N34'50'02"W
24.34'
L5
N35'08'59"E
24.48'
L6
po
54.07'
L7
N89'55'41 "E
51.80'
00
N19'40'40"W
40.41'
L9
00
31.53'
L10
N89'55'41 "E
99.00'
L11
0
o
00
r-
5
N00'12'23"E
0
o
00
r -
Ln
32.62'
C6
N89°55'41 "E
99.00'
4
0
0
O
O
00
Co
N89'55'41"E
99.00'
m
o
p
0
3
0
CO
o
z
N89'55'41"E
99.00'
0
2
0
00
00
N89'55'41 "E
99.00'
1
q
lf7
84.94'
L3
112.10'
N89'43'45"W 197.05'
LOT "J"
N89'43'45"W-319.59' -
CANTERWOOD DRIVE
LINE DATA
NO.
BEARING
DISTANCE
L1
N44'55'41"E
19.80'
L2
N54'25'07"W
17.16'
L3
N54'30'23"E
17.25'
L4
N34'50'02"W
24.34'
L5
N35'08'59"E
24.48'
L6
N19°20'29"E
54.07'
L7
N89'55'41 "E
51.80'
L8
N19'40'40"W
40.41'
L9
N88'48'25"W
31.53'
L10
N00'12'23"E
20.00'
L11
N88'48'25"W
31.53'
L12
N00'12'23"E
20.00'
L13
N00'12'23"E
32.62'
N
N
CD �r
zrn
4
Ln
ai
00
N
m
0
0
0
z
33.00'
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
TRAul- NOm 37439
BEING A SUBDIVISION OF THE NORTHWEST 1/4 OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 2 WEST SAN
BERNARDINO MERIDIAN IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
I
33.00'
I
33.00'
i
33.00' 33.00'
N89'43'45"W 94.00'
I o � o l
Ir- rco of
I I
- 47.28' 46.72'
ACS CONSULTING INC. MARCH 2022
LONDON PLANE DRIVE
N89'55'41 "E 109.51' LOT ��r"
99.51' Cl C,D'
N44'55'41"E �2 41.12'
19.80'
L11
N �O
o�
L9
O
453 454
W.Q. PARK
SEE SHEET 9
N
0
N
0 0
z z
LINE DATA
NO.
BEARING
DISTANCE
L14
N88'36'04"E
10.62'
L15
N46'23'56"W
13.92'
L16
N01 *23'56"W
4.30'
L17 I
N01 '23'56"W
3.71'
L18
N46'23I56"W
13.92'
L19
N88'36'04"E
11.18'
L20
N00'12'23"E
25.07'
L21
N00'12'23"E
20.01'
L22
N89'43'45"W
20.01'
L23
N89'43'45"W
34.24'
L24
N89'55'41 "E
0.87'
L25
N00'0419W
15.49'
L26
N00'16'17"E
48.17'
LINE DATA
L14 CS
L19 C8 O7
o �i .nom
N 1
98.04' ° 710.26'
L23 L22 N89'43'45"W 808.30'
0
0
897.54' M
N89'43'45"W 1214.53'
0
0
N89'43'45"W 1092.94'
NO,
BEARING
DISTANCE
L27
N00'16'15"E
25.86'
L28
N29'55'41"E
30.04'
L29
N29'49'07"W
1,19,-
L30
N59'55'41"E
16.00'
L31
N00'04'19"W
14.99'
L32
N0014'22"W
23.84'
L33
N30'07'52"W
60.88'
134
N29'49'07"W
55.02'
L35
N29°55'41"E
57.49'
455
CHANNEL
CURVE DATA
NO.
RADIUS
DELTA
ARC
TAN
C1
100.00'
10'08'58"
17.71'
8.88'-
C2
76.00'
110'17'56"
146.31'
109.14'
C5
32.50'
45'00'00"
25.53'
13.46'
C6
32.50'
45'00'00"
25.53'
13.46'
C7
12.50'
45'00'00"
9.82'
5.18'
C8
12.50'
45'00'00"
9.82'
5.18'
SEE SHEET 10
40
CLIRVF BATA
Q.0a3 -b��5q�1g
SHEET 8 OF 21 SHEETS
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
LOT " X
s.
CANTERWOOD DRIVE
120
NO.
RADIUS
DELTA
ARC
TAN
C9
22.50'
68'11'47"
26.78'
15.23'
C10
50.00'
30'05'24"
26.26'
13.44'
C12
66.00'
30'00'00"
34.56'
17.68'
C13
50.00'
30'00'00"
26.18'
13.40'
C14
30.00'
120'39'17"
63.17'
52.65'
C15
10.00'
120'00'00"
20.94'
17.32'
C16
66.00'
29'44'48"
34.27'
17.53'
SURVEYORS NOTES, SURVEY PROCEDURE, INDEX MAP,
EASEMENT NOTES AND ENVIRONMENTAL CONSTRAINT NOTE
SEE SHEET 3
I o
00
0
N
CD
I o
_ 00 o
_o
W "' z o
I �
b �-
Lu
DISTANCE
"O
N47°02'49"W
f
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L2
100,00,
33.94'
L3
103.22'
C°
I
N54'25'07"W
o
L5
N45'06'06"E
C6
L6
Lid
13.17'
N89'55'41 "E
W
1.19'
203.22'�,
CO
Q) 28.00
47.29'
N1,7
o
Q)
0
W
o
L11
0
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0 o
00
rn
L13
o I®
N
N89'55'41 "E
N00'12'23"E
In
o
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33.00' 3
I
33.00'
r ---
of
MI
46.72'
Lu
DISTANCE
L1
N47°02'49"W
f
�o
L2
100,00,
33.94'
L3
103.22'
19.80'
I
N54'25'07"W
17.16'
L5
N45'06'06"E
19.86'
L6
Lid
13.17'
N89'55'41 "E
W
1.19'
203.22'�,
CO
34.40'
47.29'
99
0
0
W
o
L11
N68'07'46"W
o
1
00
rn
L13
N88'48'25"W
N
N89'55'41 "E
N00'12'23"E
`V
N
00
N88'48'25"W
o
W
100.00'
C10
Co
100.72'
Lq
�
33.00'
o
0 85
340.67'
0
�I
---
z
33.00'
r ---
of
MI
46.72'
99.51
10.00'
453
W.Q.
6 11
• m
L15 _
L13
L28 L27
CURVE DATA
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
fir -in off �V'rm
TR 'Am %w NON %a I mr3to
BEING A SUBDIVISION OF THE NORTHWEST 1/4 OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 2 WEST SAN
BERNARDINO MERIDIAN IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
SEE SHEET 6
11
00
o CD
0
Z:
0
ACS CONSULTING INC.
MAPLE BARK DRIVE
N89'43'29"W 644.45'
N89°43'29"W 500.27'
LINE DATA LINE DATA
NO.
BEARING
DISTANCE
L1
N47°02'49"W
f
�o
L2
100,00,
33.94'
L3
103.22'
19.80'
L4
N54'25'07"W
17.16'
L5
N45'06'06"E
19.86'
L6
I
13.17'
N89'55'41 "E
N34'42'03"W
1.19'
203.22'�,
N68'07'46"W
34.40'
47.29'
79
0
0
86
0
L11
N68'07'46"W
34.40'
L12
00
1.68'
L13
N88'48'25"W
31.53'
N89'55'41 "E
N00'12'23"E
`V
200.72'
N88'48'25"W
o
N
100.00'
C10
600.00'
100.72'
Lq
z
33.00'
33.00'
80
0 85
340.67'
175.07'
�
---
--- -00
36.33'
18.17'
C13
600.00'
04'10'37"
CI
-Co 110t9
21.88'
N89'55'41 "E
563.00'
27'33'06"
200.00'
138.03'
«
F-
100.00'
20.38'
3:0
100.00'
�
0
..1
81
0
84
CD
�
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>
N89'55'41 "E
0
Z
200.00'
o z
z
�
82
0
83
o
a
33.00'
N89'55'41 "E
161.00'
L2
to
Z
85.00'
76.00'
I
to
o
Z
LONDON PLANE DRIVE
;
"'
O
57.00'
N89'55'41
"E
261.00'
LOT "G°°
-- N89'55'41"E
109.51'
C,N74� 12�1"W
99.51
10.00'
453
W.Q.
6 11
• m
L15 _
L13
L28 L27
CURVE DATA
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
fir -in off �V'rm
TR 'Am %w NON %a I mr3to
BEING A SUBDIVISION OF THE NORTHWEST 1/4 OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 2 WEST SAN
BERNARDINO MERIDIAN IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
SEE SHEET 6
11
00
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0
Z:
0
ACS CONSULTING INC.
MAPLE BARK DRIVE
N89'43'29"W 644.45'
N89°43'29"W 500.27'
LINE DATA LINE DATA
NO.
BEARING
DISTANCE
L1
N47°02'49"W
20.52'
L2
N44°55'41"E
33.94'
L3
N44'55'41"E
19.80'
L4
N54'25'07"W
17.16'
L5
N45'06'06"E
19.86'
L6
N49'05'45"E
13.17'
L7
N34'42'03"W
1.19'
L8
N68'07'46"W
34.40'
L9
N87'50'20"W
76.10'
L10
N87'50'20"W
74.49'
L11
N68'07'46"W
34.40'
L12
N34'42'03"W
1.68'
L13
N88'48'25"W
31.53'
L14
N00'12'23"E
20.00'
L15
N88'48'25"W
31.53'
NO.
RADIUS
DELTA
ARC
TAN
Cl
100.00'
10'08'58"
17.71'
8.88'
C2
76.00'
110'17'56"
146.31'
109.14'
C3
100.00'
10'08'58"
17.71'
8.88'
C4
100.00'
10'08'58"
17.71'
8.88'
C5
76.00'
105'59'45"
140.60'
100.85'
C6
76.00'
53'11'40"
70.56'
38.05'
C7
563.00'
32'31'55"
319.66'
164.27'
C8
637.00'
24'53'11"
276.68'
140.56'
C9
600.00'
32'52'45"
344.31'
177.04'
C10
600.00'
03'54'39"
40.95'
20.48'
C11
600.00'
32'31'55"
340.67'
175.07'
C12
600.00'
03'28'11"
36.33'
18.17'
C13
600.00'
04'10'37"
43.74'
21.88'
C14
563.00'
27'33'06"
270.73'
138.03'
710.26'
N89'43'45"W 808.30'
454
PARK
- - - SEE SHEET 7
LOT ■°H°° N40'51'22"W(R)
C4
NO.
BEARING
DISTANCE
L16
N00'12'23"E
32.62'
L17
N00°12'23"E
20.00'
L18
N75'39'12"W
20.85'
L19
N25'01'40"E
20.35'
L20
N75'39'12"W
20.98'
L21
N01'23'56"W
3.71'
L22
N46'23'56"W
13.92'
L23
N88'36'04"E
11.18'
L24
N88'36'04"E
10.62'
L25
N46'23'56"W
13.92'
L26
N01 *23'56"W
4.30'
L27
N89'43'45"W
20.01'
L28
N89'43'45"W
34.24'
L29
N00'12'23"E
25.07'
L30
N00°12'23"E
20.01'
CURVE DATA
NO.
RADIUS
DELTA
ARC
TAN
C15
76.00'
02'00'40"
2.67'
1.33'
C16
76.00'
15'07'35"
20.06'
10.09'
C17
12.50'
33°25'43"
7.29'
3.75'
C18
12.50'
19'42'34"
4.30'
2.17'
C19
32.50'
19'42'34"
11.18'
5.65'
C20
32.50'
33'25'43"
18.96'
9.76'
C21
563.00'
02'02'32"
20.07'
10.04'
C22
563.00'
00'30'36"
5.01'
2.51'
C23
563.00'
18'22'47"
180.60'
91.08'
C24
563.00'
02'04'08"
20.33'
10.17'
C25
32.50'
45'00'00"
25.53'
13.46'
C26
32.50'
45'00'00"
25.53'
13.46'
C27
12.50'
45'00'00"
9.82'
5.18'
C28
12.50'
45'00'00"
9.82'
5.18'
C27
637.00'
01'50'00"
20.38'
10.19'
N89'43'45"W 1214.53' CANTERWOOD DRIVE
SEE SHEET 10
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SURVEYORS NOTES, SURVEY PROCEDURE, INDEX MAP,
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SEE SHEET 3
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L9
N47'41'38"W
48.89'
L10
SEE SHEET 8
J
F
SEE SHEET 8.00
I J
I
N00'04'21 "W
20.85'
L13
W
72.07'
L14
N89'55'39"E
12.51'
CANTERWOOD DRIVE
- / T 316.99 "J"
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N89'43'45"W 1214.53' CANTERWOOD DRIVE
897.54
I I
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i
LOT
L17
LOT "J"
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L18
I
45.85'
L20
N89'43'45"W 1092.94'
I
L21
N49'05 45 E
13.17
L22
N45'16'15"E
55.85'
L23
34.81'
87.21'
Lu
N89'55'39"E
60.51'
---\
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31.20'
I L37
N53'07'34"E
0'
1
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L31
N45'16'15"E
1.53'
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N01'16'12"E
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C19
135.00'
61.84'
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` \ L38
S89'43'45"E
LINE DATA N89'43'45"W
59.00'
BEARING
�
L1
M
N
M
\
N
m
aCV
O
N
N
N
N
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N09'57'59"E
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30.94'
L6
N59'33'58"E
20.00'
L7
N00'06'52"W
64.00'
to
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"-77.5AI 10
NO.
BEARING
DISTANCE
L1
N35'08'59"E
24.48'
L2
N44'54'02"W
14.10'
L3
N00'04'19"W
4.00'
L4
N09'57'59"E
41.21'
L5
N29'13'01"E
30.94'
L6
N59'33'58"E
20.00'
L7
N00'06'52"W
68.90'
L8
N45'41'37"E
36.82'
L9
N47'41'38"W
48.89'
L10
N39'21'11"W
21.96'
L11
N00'04'21"W
30.00'
L12
N00'04'21 "W
20.85'
L13
N00'04'21 "W
72.07'
L14
N89'55'39"E
12.51'
L15
N45'04'24"W
30.89'
L16
N89°43'45"W
72.86'
L17
N89'43'45"W
72.76'
L18
N45'04'24"W
45.85'
L20
N00'04'24"W
16.00'
L21
N49'05 45 E
13.17
L22
N45'16'15"E
55.85'
L23
N89'43'45"W
87.21'
L26
N89'55'39"E
60.51'
L27
N00'16'15"E
31.20'
L29
N53'07'34"E
61.49'
L30
N45'15'46"E
42.63'
L31
N45'16'15"E
1.53'
L32
N89'43'45"W
62.09'
L33
N01'16'12"E
0.56'
N89'44'39"W
N89'45'02"W 200.83' N84'03'44"W 22.85'
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1146.00'
CURVE DATA
NO.
RADIUS
DELTA
ARC
TAN
Cl
84.00'
109'44'55"
160.90'
119.41'
C2
84.00'
59'55'27"
87.85'
48.42'
C3
84.00'
49'49'28"
73.05'
39.01'
C4
100.00'
10'02'18"
17.52'
8.78'
C5
600.00'
32'52'45"
344.31'
177.04'
C6
48.00'
57'54'40"
48.52'
26.56'
C7
600.00'
04°04'55"
42.75'
21.38'
C8
27.00'
114'32'40"
53.98'
42.01'
C9
66.00'
44'17'41"
51.02'
26.86'
C10
50.00'
45'00'00"
39.27'
20.71'
C11
10.00'
90'00'00"
15.71'
10.00'
C12
30.00'
52'29'37"
27.49'
14.79'
C13
600.00'
03'54'39"
40.95'
20.48'
C14
49.75'
46'04'24"
40.01'
21.16'
C16
30.00'
84'07'25"
44.05'
27.07'
C17
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46'04'24"
40.01'
21.16'
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61.84'
31.47'
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12.69'
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57.71'
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50.17'
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21.30'
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TRACT Nwo""m 3744"9
BEING A SUBDIVISION OF THE NORTHWEST 1/4 OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 2 WEST SAN
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LINE DATA
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100.00'
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17.97'
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24.41'
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N33°25'04"W
18.03'
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21.21'
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MARCH 2022
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MARCH 2022
LINE DATA
NO. BEARING DISTANCE
L8 N51°04'32"W 16.01'
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_____ -
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00 C10
N87'27'54"W 351.61'
50.0' 30.66' Cl 50.29
C12 50.29 52.04' 53.04
NO2'21'33"E(R) 53.04'
U.Z 193 0 192 0 191 0 190 0 189 0 188 0 187
; 185 184
a a o 0 0 C) o 186 C-00
CD rn
I o 141 o a o 0 0 0
r- O , , O O C) to Ln cV
cl i �n a28.00' 28.00 N oN o 0 o O m � `r
O W N N N N e- O
, N89'43'45"W 135.00' N >N89°43'45"W
N89'43 45„ W 305.01 51.49
moo n I
c° I oo ® C 0 55.01' 50.00' 50.00' 50.00' 50.00' 50.00
0 37.00 ,ri a Q o W W W w w W
a 140 �! �°
z O � ®`�
O Cs N ® W CD to CD CO -to
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N89°43'45"W 135.00' t° � ®`� 194 z � 195 z � 196 Z ® 197 z a 198 z a 1 gg z a
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a a z o .J z o 0 0 0 0 0
50.00' , 50.00' I 50.00'
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00
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00
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W 52.01' 52.01'
W w
CD
O
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0 o O
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202
CD
o oj rn
50.00' I 50.00' f 51.48' I 52.00'
N89"43'45"W 703.62'
52.00'
183 ~
W
N
O
M
o z
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uj
0
139
0
-----
37.00'
L8
N89'43'45"W 107.74'
-
28.00'
28.00'
I
-
-
l
40.01'
CD
N89'43'45"W 110.00'
N89°43'45"W rn o 86.00'
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co
a l S I
o ; SYCAMORE LEAF DRIVE
a I
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00
ol
47.00
I Wal
200.00' -
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40.2
al
al
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00
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N89°43'45"W 106.38'
C)
00
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00
0
37.00' z
oma,-------------
128.00'
50.00' , 50.00' I 50.00'
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O
00
N
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0
00
N
10- 36 44 W
W 52.01' 52.01'
W w
CD
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0 o O
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202
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50.00' I 50.00' f 51.48' I 52.00'
N89"43'45"W 703.62'
52.00'
183 ~
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N
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377.18'
53.01' W 53.01' W
O O
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203 Z 204 z -
c0 �
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53.00'
N89°43'45"W 989.62' - -
LOT " vv 789.62' SYCAMORE LEAF DRIVE
N89°43'45"W 706.33'
SEE SHEET 13
53.00'
SURVEYORS -NOTES, SURVEY PROCEDURE, INDEX MAP,
EASEMENT NOTES AND ENVIRONMENTAL CONSTRAINT NOTE
SEE SHEET 3
CURVE DATA
NO.
RADIUS
DELTA
ARC
TAN
Cl
100.00'
10°17'46"
17.97'
9.01'
C2
66.00'
25°55'05"
29.86'
15.19'
C3
66.00'
35'19'47"
40.70'
21.02'
C4
66.00'
22°44'27"
26.20'
13.27'
C5
66.00'
24'20'23"
28.04'
14.23'
C6
100.00'
10'17'46"
17.97'
9.01'
0
rn
Ln
N
N
;n
rn
Co
z
N
0
0
O
N
Ln
rn
Co
z
88.73
0
O
N
Ln
� N00°00'00"E 89.67'
1 ----76.00' ---
m
11
Lo
462 z
O.S.
00
06 N043 g 20 E
A ,� '� o, 40.99 1 E PEACHLAF DRIVE
N00'16'15"E 351.71' o
N 28 N2 , ��F o`� .�o�' �� 00
,,'�0' 50.95' 239.63' N 256.00'
;r, S9 22,, �, - -1---- - - - -1- - - ---r- - - -
�2. F o I LOT .. .. ,
n_ l 0 43.00 43.00 o I o N00'1615 E 1007.63
d o 0
cD � 06 I I O I o0
z o 160 " N�Q��, h I N00°16'15"E 145.68' I o °N° I N N00°16'15"E 170.00'
N00'16'15"E 1 86.00' (b 85.00' 85.00'
U-1 68.04 77.65 --- ---
[=3Ln:
N N04'38'20"E 94.94' � 0 28 0 ' 18® c.l 28.00' 28.00' o
m Ln 00 �� ° 0 207 N Lu 208 N 236
O N O O 00, _/
z � 159 N z i
cD u LuI
mm C N00°16'31 "E 187.11' ® o0
I� no 9 J
LINE DATA
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
TRACT NOm 30"71439
BEING A SUBDIVISION OF THE NORTHWEST 1/4 OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 2 WEST SAN
BERNARDINO MERIDIAN IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
ACS CONSULTING INC. MARCH 2022
LINE DATA
NO.
BEARING
DISTANCE
L1
N50'54'46"W
21.81'
L2
N40°10'24"E
26.50'
L3
N56'02'20"W
18.03'
L4
N40°33'14"W
26.00'
L5
N56°34'51"E
18.03'
L6
N44'43'45"W
21.21'
EUCALYPTUS ROAD
0
0
NO.
BEARING
DISTANCE
L7
N45'16'15"E
21.21'
L8
N44°43'45"W
21.21'
L9
N45'16'15"E
21.21'
L10
N43°35'50"W
34.65'
L11
N87'27'54"W
3.73'
L12
N82'14'20"E
12.37'
N00'49'43"W 2643.20'
712.13'
LOT'vR"
N00'49'43"W 565.10'
LINE DATA LINE DATA
NO.
BEARING
DISTANCE
1_13
N40"IT2_4' E
13.72'
L14
N40°33'14"W
14.08'
L15
N40'33'14"W
11.92'
L16
N40'10 24 E
12.78
L17
N58'24'50"E
18.02'
NO.
BEARING
DISTANCE
L18
N89'45'16"W
5.64'
L19
N89'44'22"W
11.64'
L20
N89°44'19"W
12.64'
L21
N89'44'17"W
13.64'
L22
N89'44'14"W
14.64'
a.IN
ua3 - ba; s
SHEET 12 OF 21 SHEETS
GRAPHIC SCALE
40 0 20 40 80
LINE DATA ( IN FEET )
NO. BEARING DISTANCE 1 inch = 40 ft.
L23 N67°22'51 "W 16.22'
L24 N69'01'14"E 16.09'
58.30' 55.73' I
I I
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If
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1 N00'49'43"W 114.02' 1 N00'49'43"W 1486.07'
1� � 461 Q. s.
z
37.00'
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IVUV'Cl `ti yr
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50.01'
50.01'
50.01'
50.01'
46.21'
50.01' 53.01'
50.01'
50.01'
50.01'
43.00'
to
N00'49'43"W
0
449.06'cDcli
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N00°1615E 100.00'
I
29.70'15
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26.85' 5.71'
5
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50.00'
50.00'
50.00'
50.00'
50.00'
46.00'
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37.00'
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37_00'
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48.99'
00
1 o
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50.01'
00 rn
1 N47.00_
47.00'
9.71'
256.00' --;-
43.00'
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0
449.06'cDcli
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N00°1615E 100.00'
I
29.70'15
0
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f
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00
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37.00'
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48.00
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N00'16'15"E 367.00'
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1 N47.00_
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N00'16'15"E 200.00'
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N00°16'15"E 100.08' i 96.48' 96.94' 1 28.00 28.00
N00°16'31"E 193.42' N00°16'15"E 100.00' J , 100.00'
CD
232 r-
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SEE SHEET 11 N00'16'15"E 100.08' 1 l 97.54' N00°1631 "E 195.51' I N00°16'15"E 100.00' J 100.00' -
i i 97.97 SEE SHEET 13
120
N00°1615E 100.00'
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i i 97.97 SEE SHEET 13
120
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
SURVEYORS NOTES, SURVEY PROCEDURE, INDEX MAP, _119- _14
EASEMENT NOTES AND ENVIRONMENTAL CONSTRAINT NOTE TRACT NOm' 3" `39
SEE SHEET 3 BEING A SUBDIVISION OF THE NORTHWEST 1/4 OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 2 WEST SAN
BERNARDINO MERIDIAN IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
200.00' SEE SHEET 11 ACS CONSULTING INC. 789.62' MARCH 2022
■1■■
, to ■■ ■■ --- 46.63 �`- 40.29
47.00- LOTLOT - - -
o LOT CSI I o C, N89"43'45"W 989.62' SYCAMORE LEAFDRIVE
CD f 106 o I co I o 0
IN N89'43'45"W 106.38' �I I ° N N89'43'45"W 706.33'
37 -
N89"43'45"W / 86.92' � 41.69' 51.00' 51.00' 51.00' 51.00' 51.00' 51.00' 51.00' 51.00'
- _00' - N80"05'32"W(R) �0 28.00' �2-------
----- - _-_ 28.00'
I 138 0 �, C) Ca o CD Ca CD C� o 0
o 0 0 0 0 o a o 0 0
C---,----� U v� 0 0 0 0 o co d o 0
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w O 10 221 220 219 218 217 216 215 214 213 40
J N89"43 45 W 122.03 v w w w w w w w w w
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CD 37.00' I 37.00' Q
0 0 0 0 0 0 0 0 0
137 o 0 0 0 0 0 0 0 CCcy N71.12' 37 wtR) z z z z z z z z z
C) - � (' Co o, '- _ 27.36' N89`43'45"W 758.23'
N75'21'41 "W(R) Q' ' 79.5l')\1,.22.64'51.00 20.64 51.00 19.64' 51.00 51.00 1' 7.64 51.00 51.00 15.64 51.00 14.64
; v / 51.00 21.64 , 18.64 16.64' ,
W LL, °,�° N89'43'45"W 105.65' u
y N o o 52.15' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' N
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U. n v t� 222 0 0 0 0 0 0 0 0 0 0
N _----- Ln ` N o 0 0 0 0 0 o O o o
Lu CD N84"14'14"w(R) ® 223 w o 224 w 225 w 226 w 227 w 228 w 229 w 230 w 231 w W
w J z N89'43'45"W 96.90' \� SEE DETAIL 'D' w
M I -THIS SHEET �n �n o �n �n �n Lo in in
(o co i.o co co co Zo co
CD o v �j/�� N8 o 0 0 0 0 0 0 0 0 0
CD 1- " 135 28_00' , �- 9 24 31_' R) z z z z z z z z z z
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N 28.00'
C-0/ _ �� 51.23 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00'
N89'43 45 W 95.40 c6�\ Nei r?
C° 0000 I o N89'43'45"W 743.23'
00 d o 0
134
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1 00
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N89'43'45- "W 1033.79' - - TE ® DRIVECD
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'N89 -43'45"W 95.94' N89'43'45"W 743.24'
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41.49' 50.75' 50.75' 50.75' 50.75' 50.75' 50.75' 50.75' 50.75' 50.75'
00 133
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J N
/ N89°43'45"W 99.98' !� 0 0 0 CD 0 0 0 0 0 0
251 0 6 a 248 0 247 0 246 0 245 0 244 0 243 0 242 0
i I o g 250 6249 0 0 0 0 0 0 0 0
Lo
00 ® o C ® D o 0 0 C) o CD
132 o z O o 0 0 0 0 0 0 0 0 0
J 6 0 o 6 co ci 6 o o 6
U p U0 0 0 0 0 0 0 CD 0 0 0
o 78
7'44" w�-L Lo 28.00'C*li CN
04 CN 04
28.00'
N89"43'45"W 108.03' I N89'43'45"W 773.24' _
0
C) C4o
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n o o Q 56.49 w 50.75 w 50.75 w 50.75 w 50.75 w 50.75, w 50.75, w 50.75, w 50.75 w 50.75,
w
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N -j® O Z Z Z Z z Z Z Z Z Z
N89'43'45"W 120.27' I � 252 g 253 0 254 0 255 0 256 b 257 g 258 0 259 0 260 g 261 0
37 o Co
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42 49•?2' N� � �� ��� 41.50' 50.75' 50.75' 50.75' 50.75' 50.75' 50.75' 50.75' 50.75' 50.75'
23 0r ■r C22 N89"26'35"W 0 86.85' 743.25'
�"' '4` o/ p■► CDI d o o I C, N89°43'45"W _
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N,7,3�004 I o
924NI �
.
N89'43'45"W 857.74' BURFLOWER DRIVE
_
3jQo ?� �.� N�32 C23 0l 28.4 ' I -` - - - 829.25' - - - LOT ■■P■1ID _
8'S>>, Co I C25 � o o I o
50-21'
o21 NI N89"31'55"W � 85.37' 0 I � N89"43'45"W 743.25' _
/ N 11 C26 -� l� �'`� 41.50' 50.75' 50.75' 50.75' 50.75' 50.75' 50.75' 50.75' 50.75' 50.75'
� 28.00 28.00
i
SEE SHEET 15
IwA - D
SHEET 13 OF 21 SHEETS
D=00.19'06;'
L=1.67
C/L WILLOW
OAK DRIVE Ld N
n
DETAIL 'D' o
SCALE 1"=10' z
1
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
LINE DATA
120
NO.
BEARING
DISTANCE
L1
N52'41'29"E
16.76'
L2
N16°55'06"W
18.15'
L3
N46'53'24"E
21.80'
L4
N43°30'16"W
19.25'
L5
N33'57'44"E
18.03'
L6
N39"54'38"W
22.92'
L7
N48'52'25"E
19.84'
L8
N44°28'47"W
21.31'
L9
N45"16'19"E
21.21'
L10
N44'43'41 "W
21.21'
L11
N45"16'19"E
21.21'
L12
N89"43'29"W
27.36'
L13
N89°44'04"W
22.64'
L14
N89'43'29"W
28.36'
L15
N89°44'05"W
21.64'
L16
N89'43'30"W
29.36'
L17
N89'44'06"W
20.64'
L18
N89'43'30"W
30.36'
L19
N89'44'07"W
19.64'
L20
N89'43'31 "W
31.36'
L21
N89°44'08"W
18.64'
L22
N89'43'31 "W
32.36'
L23
N89'44'09"W
17.64'
L24
N89°43'32"W
33.36'
L25
N89'44'11 "W
16.64'
L26
N89°43'32"W
34.36'
L27
N89'44'13"W
15.64'
L28T
N89'43'32"W j
35.36'
CURVE DATA
NO.
RADIUS
DELTA
ARC
TAN
Cl
563.00'
32'31'55"
319.66'
164.27'
C2
600.00'
32°31'55"
340.67'
175.07'
C3
600.00'
03°28'11"
36.33'
18.17'
C4
600.00'
04"10'37"
43.74'
21.88'
C5
637.00'
01'00'18"
11.17'
5.59'
C6
637.00'
04°37'52"
51.49'
25.76'
C7
637.00'
04'33'24"
50.66'
25.34'
C8
637.00'
04"30'47"
50.18'
25.10'
C9
637.00'
02"21'34"
26.23'
13.12'
C10
272.00'
08"08'07"
38.62'
19.34'
C11
272.00'
03'09'57"
15.03'
7.52'
C12
328.00'
06"34'13"
37.61'
18.83'
C13
328.00'
08"52'33"
50.81'
25.46'
C14
328.00'
05'29'23"
31.43'
15.73'
C15
300.00'
20"56'09"
109.62'
55.43'
C16
300.00'
09"37'57"
50.44'
25.28'
C17
300.00'
07'12'05"
37.71'
18.88'
C18
328.00'
13'43'56"
78.61'
39.50'
C19
272.00'
02°25'13"
11.49'
5.75'
C20
272.00'
20°37'03"
97.88'
49.47'
C21
272.00'
18'11'50"
86.39'
43.56'
C22
272.00'
13"00'39"
61.77'
31.02'
C23
300.00'
16'14'48"
85.07'
42.82'
C24
300.00'
03°14'09"
16.94'
8.47'
rC25
300.00'
02'25'28"
12.69'
6.35'
C26
328.00'
13.49'19"
79.13'
39.76'
SURVEYORS NOTES, SURVEY PROCEDURE, INDEX MAP,
EASEMENT NOTES AND ENVIRONMENTAL CONSTRAINT NOTE
SEE SHEET 3
LOT ""
N00°49'43"W 1486.07'
N00'49'43"W 2643.20'
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
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50.01'
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50.00'
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N00'16'15"E 1007.63' LOT WvZwv
256.00' IOT 43.00 c:,
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N00°16'15"E 170.00' I 00
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85.00' N00'16'15"E 1 86.00' `L 85.00' 75.00'
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262 6LoC271 0 292 W .i
NOO°16'15"E 200.00' ® b
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100.00' 1 100.00' 100.00'
SEE SHEET 13 SEE SHEET 15
N26°53'32"E(R)
124.93' /i
N13'54'15" &
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N13'54'15"E(R)
299
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N58°37'32"E(R)
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SHEET 14 OF 21 SHEETS
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N00°49'53"W N 3°41, p34,33
47.62'
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CHANNEL
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FOR LINE/CURVE DATA
8 N00'49'53"W
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463
CHANNEL ' 8
SEE SHEET 16
FOR LINE/CURVE DATA
301
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28.00'
28.00'
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200.00'
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262 6LoC271 0 292 W .i
NOO°16'15"E 200.00' ® b
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SEE SHEET 13 SEE SHEET 15
N26°53'32"E(R)
124.93' /i
N13'54'15" &
N00°16'15"E 117.11'
N13'54'15"E(R)
299
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300ln
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120
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N58°37'32"E(R)
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SHEET 14 OF 21 SHEETS
1„w
N00°49'53"W N 3°41, p34,33
47.62'
463
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8 N00'49'53"W
�' d-7 F)'
463
CHANNEL ' 8
SEE SHEET 16
FOR LINE/CURVE DATA
301
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N00'16'15"E 103.36'
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N00'16'15"E 99.00'
303
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1
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
SURVEYORS NOTES, SURVEY PROCEDURE, INDEX MAP, mr CIA 9'0%- 7 U 9% 42 -7 A% Ch
EASEMENT NOTES AND ENVIRONMENTAL CONSTRAINT NOTE
SEE SHEET 3
BEING A SUBDIVISION OF THE NORTHWEST 1/4 OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 2 WEST SAN
BERNARDINO MERIDIAN IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
ACS CONSULTING INC. MARCH 2022
28.00'11 28.00'
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/,�`* 449 22,N�32g'5,,. NI/
t'o N�3.223, 4322 W C2 o I N89°26'35"W 0 86.85'
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3�pp. N 12' C 43.00 - - - N89°43'45"W 857.74'
M� 5.1iT 7 O ,. 4 - -
N�3• it o I o I 829.25
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141.75'
37.00' °' o
-----�O
CD
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CURVE DATA
50.75'
aoa3 - oaas��g ��
SHEET 15 OF 21 SHEETS
SEE SHEET 93
N89°43'45"W 743.25'
LOTn ®r
RURFLOER DRIVE
N89°43'45"W 743.25'
50.75' 50.75' 50.75' A 50.75' 50.75'
rn O
N89°43'37"W 100.00' ,ten CD 0 0 0 0 0 0 0 0 00
Sp 21
' _ C3
0-1 2'2
R=335
00,
� I 28.49
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- �
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85.37
41.50'
28.0033.
50.75'
50.75'
50.75'
43.54'
0
0
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- --
31.02'
C3
278
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CD
318
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D
276
85.07'
C)
275
100.00'
0 274
0
C)
273
66.00'
0
N89°00'13"W(R)
141.75'
37.00' °' o
-----�O
CD
O
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CURVE DATA
50.75'
aoa3 - oaas��g ��
SHEET 15 OF 21 SHEETS
SEE SHEET 93
N89°43'45"W 743.25'
LOTn ®r
RURFLOER DRIVE
N89°43'45"W 743.25'
50.75' 50.75' 50.75' A 50.75' 50.75'
rn O
N89°43'37"W 100.00' ,ten CD 0 0 0 0 0 0 0 0 00
NO.
RADIUS
DELTA
ARC
TAN
Cl
637.00'
0
281
43.54'
0
280
13°00'39"
0 279
31.02'
C3
278
13°49'19"
CD
277
C4
D
276
85.07'
C)
275
100.00'
0 274
17.97'
C)
273
66.00'
0
272
12.89'
C7
66.00'
35°16'46"
C
0
o
20.99'
C8
28.00 1
W
28.00
L
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20.99'
0
o
66.00'
17°56'28"
0
O
10.42'
®
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100.00'
10°17'46"
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0
9.01'
C11
0
0
31'48'39"
312.58'
0
0
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0
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0
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317 p
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773.25'
N89°43'37"W 100.00'
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56.50'
50.75'
50.75'
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282
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283
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285
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286
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287
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40.99
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17.22
51.00'
51.00'
51.00'
51.00'
51.00'
51.00'
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51.00'
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78.15'
50.00'
51.00'
55.00'
51.00'
51.00'
51.00'
51.00'
51.00'
51.00'
51.00'
51.00'
51.00'
463
N89'43'45"W 923.68'
463
SEE SHEET 16
LINE DATA
A
NO.
RADIUS
DELTA
ARC
TAN
Cl
637.00'
07°49'12"
86.94'
43.54'
C2
272.00'
13°00'39"
61.77'
31.02'
C3
328.00'
13°49'19"
79.13'
39.76'
C4
300.00'
16°14'48"
85.07'
42.82'
C5
100.00'
10°17'46"
17.97'
9.01'
C6
66.00'
22°05'40"
25.45'
12.89'
C7
66.00'
35°16'46"
40.64'
20.99'
C8
66.00'
35°16'46"
40.64'
20.99'
C9
66.00'
17°56'28"
20.67'
10.42'
C10
100.00'
10°17'46"
17.97'
9.01'
C11
563.00'
31'48'39"
312.58'
160.43'
CURVE DATA
NO.
RADIUS
DELTA
ARC
TAN
C12
600.00'
04°04'55"
42.75'
21.38'
C13
600.00'
28°47'49"
301.56'
154.04'
C14
600.00'
11 °17'23"
118.23'
59.30'
C15
300.00'
00°48'41"
4.25'
2.12'
C16
300.00'
02°25'28"
12.69'
6.35'
C17
600.00'
03°54'39"
40.95'
20.48'
C18
600.00'
03°28'11"
36.33'
18.17'
NO.
BEARING
DISTANCE
L1
N52°41'29"E
16.76'
L2
N46'53'24"E
21.80'
L3
N44°43'41"W
21.21'
L4
N19°16'27"E
23.78'
L5
N43°30'57"W
20.76'
L6
N45'16'19"E
21.21'
L7
N 44°43'41 "W
35.36'
L8
N37°02'46"E
16.70'
L9
N10°34'09"E
5.27'
L10
N10°34'09"E
9.62'
L11
N49°05'45"E
13.17'
L12
N55°44'56"W
17.58'
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
120
SURVEYORS NOTES, SURVEY PROCEDURE, INDEX MAP,
EASEMENT NOTES AND ENVIRONMENTAL CONSTRAINT NOTE
SEE SHEET 3
i
457 \ 458 315
LU /
/ >
I a i
I j i
1 z I
SEE DETAIL 'E' THIS SHEET
CURVE DATA
SEE SHEET 15
314 I 313 I 312 I 311 I 310 I 309 I 308
N89°43' 45"W 923.68'
307 306 305 304 303 302
301
300 299 SEE SHEET 14
G 1 L2 2s8
297
463
CHANNEL
o
0
N89°43'45"W 847.53' _ \
cD N89'43'45"W 847.53'
N89°43'45"W 922.89'
5 0
SEE SHEET 17
LINE DATA
NO.
RADIUS
DELTA
ARC
TAN
C3
282.50'
88°53'51"
438.31'
277.12'
C4
167.50'
88°53'51"
259.89'
164.31'
C5
67.97'
28'56'18"
34.33'
17.54'
C6
64.00'
40°09'55"
44.87'
23.40'
C7
282.50
05°37 04
27.70
13.8-6'-
C8
282.50
17°0104
83.91
42.26
C9
48.00
20°3414
17.23
8.71
C10
72.00
13°56 21
17.52
8.80
C15
66.00'
40°09'55"
46.27'
24.13'
C16
65.87'
44°50'45"
51.56'
27.18'
C17
172.50'
88°53'51"
267.64'
169.21'
C18
188.50'
88°53'51"
292.47'
184.91'
C19
50.00'
44'45'33"
39.06'
20.59'
C20
66.00'
15'20'34"
17.67'
8.89'
C21
-----OMIT-----
C22
50.00'
15°00'00" 1
13.09'
6.58'
LINE DATA
NO.
BEARING
DISTANCE
L1
N71°27'58"W
52.65'
L2
N89°43'45"W
46.62'
L3
NOO°49'53"W
47.62'
L4
N13°50'38"W
47.12'
L5
N04'51'11"E
121.21'
L6
N00'49'43"W
152.21'
L7
NOO°49'43"W
47.94'
L8
N44°42'37"E
24.27'
L9
N89°45'02"W
26.00'
L10
NOO°14'58"E
62.23'
L11
N39°54'58"W
98.36'
L12
N10°57'19"W
20.51'
L13
NO4°51'11 "E
112.62'
L14
N00°49'53"W
514.38'
L15
N14°23'35"E
43.79'
L16
NOO°49'53"W
47.62'
L17
N89°43'45"W
46.62'
L18
N72°00'29"E
52.65'
L19
N89°43 45 W
32.90
L20
N89°43'45"W
19.67'
L21
N00°49'43"W
24.94'
L22
NOO°49'43"W
214.24'
100 0 I
GRAPHIC SCALE 200
( IN FEET )
1 inch = 100 ft.
NO.
BEARING
DISTANCE
L30
N00°14'58"E
62.23'
L31
N39°54'58"W
98.36'
L32
N04°50'35"E
114.04'
L33
N12°07'16"E
51.31'
L34
N00°49'53"W
50.00'
L35
N89°43'45"W
49.92'
L36
N72°02'02"E
52.72'
L37
N89°43'45"W
72.02'
L38
N89°43'45"W
72.12'
L39
N72°00'29"E
52.65'
L40
N89°43'45"W
50.00'
L41
NOO°49'53"W
50.00'
L42
N12°07'16"E
51.31'
L43
N04'50'35"E
113.44'
L44
N39°54'58"W
82.29'
L45
Na0°14'58"E
48.32'
L54
N00°04'19"W
5.00'
L55
N45°14'58"E
23.40'
L56
N45°03'30"E
12.66'
I I
I I 463
CHANNEL
nCN I�
J
5 8 I
I I
N76-52'15"W(R)
L63
ti
C25
0-
466
BASIN
300 \ Y�6'•
DETAIL 'G' \
09
SCALE 1 "=40' >�
L40 Oma' 460
9
L19 C9
\ 5
L17 \� cid,
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20
LINE DATA
NO.
BEARING
DISTANCE
L57
N53°05'12"E
61.96'
L58
N00°16'15"E
31.15'
L59
N53°25'32"W
63.17'
L60
N89°24'15"W
44.10'
L61
N00°16'15"E
5.25'
L62
N32°11'31 "W
46.37'
L63
N85°09'25"W
40.15'
L64
N40'13'58"E
47.75'
L65
N00°32'45"E
48.32'
L66
N49°36'08"E
14.33'
L67
N46'42'39"W
26.75'
L68
N42°45'23"E
5.03'
L69
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42.22'
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51.31'
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N00°49'53"W
510.80'
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N04°50'35"E
120.60'
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136.47'
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SURVEYORS NOTES, SURVEY PROCEDURE, INDEX MAP,
EASEMENT NOTES AND ENVIRONMENTAL CONSTRAINT NOTE
SEE SHEET 3
I
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SEE SHEET 16
N89°43'45"W 922.89'
192.67' 29.96' 90.89' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00'
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LITTLE RIVER DRIVE LOT "T"
CURVE DATA 1 SEE SHEET 18
No. RADIUS DELTA ARC TAN
C1 100.00 10•17 46 17.97 9.01' CURVE DATA
RADIUS
DELTA
ARC
TAN
C13
166.00'
45'45'44"
132.58'
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95.30'
C3
100.00'
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17.97'
9.01'
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50.56'
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66.00'
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66.00'
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28.19'
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1.68'
0.84'
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LITTLE RIVER DRIVE LOT "T"
CURVE DATA 1 SEE SHEET 18
No. RADIUS DELTA ARC TAN
C1 100.00 10•17 46 17.97 9.01' CURVE DATA
NO.
RADIUS
DELTA
ARC
TAN
C13
166.00'
45'45'44"
132.58'
C2
66.00'
110'35'32"
127.39'
95.30'
C3
100.00'
10'17'46"
17.97'
9.01'
C4
66.00'
43°53'21"
50.56'
26.59'
C5
66.00'
20°27'08"
23.56'
11.91'
C6
66.00'
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53.28'
28.19'
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1.68'
0.84'
C8
200.00'
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4.83'
2.41'
C9
200.00'
12°02'26"
42.03'
21.09'
C10
166.00'
09'55'34"
28.76'
14.42'
C11
166.00'
35°50'26"
103.84'
53.68'
C12
200.00'
13°25'27"
46.86'
23.54'
NO.
RADIUS
DELTA
ARC
TAN
C13
166.00'
45'45'44"
132.58'
70.06'
C14
66.00'
15'00'36"
17.29'
8.69'
LINE DATA
NO.
BEARING
DISTANCE
L1
N45°15'21 "E
35.36'
L2
N44'44'39"W
21.21'
L3
N 45'15'21 "E
21.21'
L4
N33°32'06"W
17.98'
L5
N00'16'15"E
19.94'
L6
N58'14'03"W
68.05'
N
Lu
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65.00' 65.00' 65.00' 65.00' 65.00'
N89°44'39"W 698.81' LOT 'vT'v
785.64' _ LITTLE RIVER DRIVE
N89°44'39"W 1086.67' - - - - - - ---
GRAPHIC SCALE
40 0 20 40 80 120
s
( IN FEET )
1 inch = 40 ft.
SURVEYORS NOTES, SURVEY PROCEDURE, INDEX MAP,
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
EASEMENT NOTES AND ENVIRONMENTAL CONSTRAINT NOTE
O
W
W
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SEE SHEET 3
BEING A SUBDIVISION OF THE NORTHWEST 1/4 OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 2 WEST SAN
BERNARDINO MERIDIAN IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
ACS CONSULTING INC. MARCH 2022
_ 301.03' _
47.2SEE SHEET 17 _
T
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r -i 04
N89°44'39"W 997.23'
61.15' 65.00' 65.00' 65.00' 65.00' 65.00' 65.00'N37.00'
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65.00'
84.00'
65.00'
160.90'
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100.00'
10°02'18"
17.52'
8.78'
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84.00'
109'44'55"
160.90'
119.41'
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84.00'
38'59'57"
57.18'
29.75'
C4
100.00'
10°02'18"
17.52'
8.78'
C5
100.00'
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8.58'
4.29'
C6
100.00'
05'07'14"
8.94'
4.47'
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350.00'
06'59'31"
42.71'
21.38'
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378.00'
08°09'20"
53.80'
26.95'
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378.00'
06'36'24"
43.59'
21.82'
C10
84.00'
14'05'16"
20.65'
10.38'
C11
378.00'
07'46'13"
51.26' 1
25.67'
C12
84.00' 1
06'50'14"
10.02' 1
5.02'
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DISTANCE
L1
N33°50'42"E
18.08'
L2
N34'12'50"W
29.96'
L3
N44'44'51 "W
21.21'
L4
N45°15'09"E
21.21'
L5
N29°13'01"E
23.18'
L6
N29°13'01"E
30.94'
L7
N59'33'58"E
20.00'
L8
N29°13'01"E
20.00'
L9
N19°4558"W
26.16'
L10
N18'2810"E
16.00'
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
120
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EASEMENT NOTES AND ENVIRONMENTAL CONSTRAINT NOTE
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16°18'41"
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178.13'
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14.33'
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48.00'
59'00'45"
49.44'
27.16'
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32'38'15"
27.34'
14.05'
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LL!uj
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48.00'
44'43'31"
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19.75'
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48.52'
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RADIUS
DELTA
ARC
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100.00'
16°18'41"
28.47'
14.33'
C2
48.00'
212'37'22"
178.13'
-164.03'
C3
100.00'
16'18'41"
28.47'
14.33'
C4
48.00'
59'00'45"
49.44'
27.16'
C5
48.00'
32'38'15"
27.34'
14.05'
C6
48.00'
49'19'12"
41.32'
22.04'
C7
48.00'
44'43'31"
37.47'
19.75'
C8
48.00'
57'54'40"
48.52'
26.56'
C9
48.00'
12'01'29"
10.07'
5.06'
C10
48.00'
14'58'28"
12.55'
6.31'
C11
84.00'
14'05'16"
20.65
10.38'
C12
84.00'
06'50'14"
10.02'
5.02'
414 0 413 412
0
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65.00' 70.39' 65.00'
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DISTANCE
L1
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21.21'
L2
N44'44'51"W
21.21'
L3
N33'26'10"W
18.03'
L4
N33'56'38"E
18.03'
L5
N49'53'05"E
12.35'
L6
N49'21'36"W
12.35'
L7
N49'53'05"E
13.90'
L8
N49'24'33"W
13.90'
L9
N28°09'28"W
20.82'
L10
N 49'53 05"E
26.25'
L11
N49'23'10' W
26.25'
L12
N42'57'25"E
24.96'
L13
N42'57'25"E
20.00'
L14
N21'19'44"W
16.31'
L15
N21'50'21 "E
16.31'
L16
N49'53'05"E
14.95'
L17
N49'23'10"W
16.98'
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65.00'
65.00'
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65.00' 65.00'
N89'44'39"W 328.11'
462.67'
N89'44'39"W 326.12'
65.00'
442 wN
C(7
O
O
Z
581.06'
65.00'
LINE DATA (CONT'D)
NO.
BEARING
DISTANCE
( C4 - r 4
N29'13'01 "E
23.18'
L19
N29'13'01"E
30.94'
L20
Iw 1p8
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108.67'
70.00'
71.79'
65.00'
65.00'
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581.06',
N89'45'02"W 570.42'
0
0
CD
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462.67'
N89'44'39"W 326.12'
65.00'
442 wN
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581.06'
65.00'
LINE DATA (CONT'D)
NO.
BEARING
DISTANCE
L18
N29'13'01 "E
23.18'
L19
N29'13'01"E
30.94'
L20
N59'33'58"E
20.00'
L21
N29'13'01"E
20.00'
SHEET 19 OF 21 SHEETS
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
120
SEE SHEET 18
11_t t� I-C3to
408 407 F 406 `° 405 404
Cfl 00 ® N N N
540.40' N I CD o N89'44'39"W 530.00' -
65.00' 70.01' 0 00 70.00' 65.00' 65.00'
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65.00'
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SURVEYORS NOTES, SURVEY PROCEDURE, INDEX MAP,
EASEMENT NOTES AND ENVIRONMENTAL CONSTRAINT NOTE
SEE SHEET 3
N00'49'53"W 04• ,
47.62 43 �9 sSEE SHEET 16
463 N00'49'53"W 514.38'
CHANNEL 19.87' 27.74' '
® C�0 70.00' 70.00' 70.00' 70.00' 70.13' 70.00 0
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N00°16'15"E 99.96'
CURVE DATA
NO.
83.06'
DELTA
y
92.30'
i�
U
10'17'46"
I
9.01'
Ln
66.00'
109'30'17"
0
93.40'
C3
370
LIJ
J
9.01,-
C4
66.00'
05'13'30"
Co
ob
3.01.'
C5
66.00'
39'16'22"
45.24'
23.55
C6
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o
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00
ui
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o
CD
00
�
t9
24.50'
107.57'
167.50'
35'19'45"
103.28'
0
C9
167.50'
24'32'10"
Lu
350
-.,d-
-CD
00
0
00
I z
00
z
167.50'
88'53'51"
Z
164.31'
C12
N00'15'21 "E
10'17'46"
215.14'
9.01'
C13
66.00'
107.57'
128.65'
97.26'
107.57'
66.00'
o
0
351
N
o
Ln
368
0
28.00'
I 28.00'
NO.
83.06'
DELTA
ARC
92.30'
NO
2
100.00'
10'17'46"
17.97'
9.01'
C2
66.00'
109'30'17"
349N
93.40'
C3
370
10'17'46"
17.97'
9.01,-
C4
66.00'
05'13'30"
Co
ob
3.01.'
C5
66.00'
39'16'22"
45.24'
23.55
C6
N00'15'21 "E
24'02'21"
215.14'
14.05'
C7
66.00'
107.57'
46.92'
24.50'
107.57'
167.50'
35'19'45"
103.28'
0
C9
167.50'
24'32'10"
CD
CD
350
C10
-CD
0
Lfi369
C11
167.50'
88'53'51"
259.89'
164.31'
C12
N00'15'21 "E
10'17'46"
215.14'
9.01'
C13
66.00'
107.57'
128.65'
97.26'
107.57'
66.00'
CD CD
351
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o
Ln
368
0
0
Co
L6
Lu
Co
N00'15'21 "E
z
215.14'
107.57'
107.57'
SEE SHEET 17
j
NO.
RADIUS
DELTA
ARC
TAN
Cl
100.00'
10'17'46"
17.97'
9.01'
C2
66.00'
109'30'17"
126.14'
93.40'
C3
100.00'
10'17'46"
17.97'
9.01,-
C4
66.00'
05'13'30"
6.02'
3.01.'
C5
66.00'
39'16'22"
45.24'
23.55
C6
66.00'
24'02'21"
27.69'
14.05'
C7
66.00'
40'43'59"
46.92'
24.50'
C8
167.50'
35'19'45"
103.28'
53.34'
C9
167.50'
24'32'10"
71.73'
36.42'
C10
167.50'
29'01'56"
84.87'
43.37'
C11
167.50'
88'53'51"
259.89'
164.31'
C12
100.00'
10'17'46"
17.97'
9.01'
C13
66.00'
111'40'46"
128.65'
97.26'
C14
66.00'
20°42'29"
23.85'
12.06'
LINE DATA
NO.
BEARING
DISTANCE
L1
N45°17'16"W
35.02'
L2
N44'42'44"E
21.41'
L3
N45°17'16"W
21.01'
L4
N44°42'44"E
35.69'
L5
N74°01 19 W
20.55
0'49'53"W 1 86.02 57.29'
72.01'
46.53
00
28.00' 28.00'
28.00'
CD
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C>
00
o
/
I'D
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1 0 0 348
347
346
N
0
72.00'
108.00'
N 00'15' 21 "E
371
108.00'
N00'15'21 "E
372
108.00'
N00'15'21 "E
373
108.00'
N00°15'21 "E
72.00' 172.00'
108.00'
216.00'
0
CD
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108.00'
216.00'
397
108.00'
216.00'
396
108.00'
216.00'
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M
0
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SHEET 20 OF 21 SHEETS
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40 0 20 40 80
( IN FEET )
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120
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b
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72.00'
108.00'
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371
108.00'
N00'15'21 "E
372
108.00'
N00'15'21 "E
373
108.00'
N00°15'21 "E
72.00' 172.00'
108.00'
216.00'
0
CD
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108.00'
216.00'
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108.00'
216.00'
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108.00'
216.00'
SEE SHEET 18
M
0
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N
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SHEET 20 OF 21 SHEETS
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
120
SURVEYORS NOTES, SURVEY PROCEDURE, INDEX MAP,
EASEMENT NOTES AND ENVIRONMENTAL CONSTRAINT NOTE
SEE SHEET 3
65.00'
aj
N60s
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35.69'
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N89°44'39"W 940.02' o
NORTHERN OAK DRIVE 0 _ LOT "V"
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N89°44'39"W 399.94' CN
65.00' 65.00' 65.00'
19.93'
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124.50'
0
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SHEET 21 OF 21 SHEETS
CURVE DATA
N0. RADIUS DELTA ARC TAN
Cl 100.00' 16'18'41 28.47' 14.33'
C2 100.00' 11°37'08" 20.28' 10.17'
C3 100.00' 04'41'33" 8.19' 4.10'
C4 48.00' 212°37'22" 178.13' -164.03'
C5 48.00' 11'02'06" 9.24' 4.64'
C6 48.00' 68°16'18" 57.20' 32.54'
G7 48.00' 12°01'29" 10.07' 5.06'
C8 48.00' 112°40'55" 94.40' 72.08'
C9 48.00' 08°36'35" 7.21' 3.61'
C10 100.00' 08'46'17" 15.31' 7.67'
C11 100.00' 07°32'24" 13.16' 6.59'
C12 66.00' 38°03'08" 43.83' 22.76'
C13 66.00' 17°38'23" 20.32' 10.24'
C14 66.00' 35'16'46" 40.64' 20.99'
C15 66.00' 20°42'29" 23.85' 12.06'
C16 66.00' 111 °40'46" 128.65' 97.26'
C17 67.97' 28'56'18" 34.33' 17.54'
C18 64.00' 40°09'55" 44.87' 23.40'
C19 100.00' 16'18'41"'
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SHEET 21 OF 21 SHEETS
CURVE DATA
N0. RADIUS DELTA ARC TAN
Cl 100.00' 16'18'41 28.47' 14.33'
C2 100.00' 11°37'08" 20.28' 10.17'
C3 100.00' 04'41'33" 8.19' 4.10'
C4 48.00' 212°37'22" 178.13' -164.03'
C5 48.00' 11'02'06" 9.24' 4.64'
C6 48.00' 68°16'18" 57.20' 32.54'
G7 48.00' 12°01'29" 10.07' 5.06'
C8 48.00' 112°40'55" 94.40' 72.08'
C9 48.00' 08°36'35" 7.21' 3.61'
C10 100.00' 08'46'17" 15.31' 7.67'
C11 100.00' 07°32'24" 13.16' 6.59'
C12 66.00' 38°03'08" 43.83' 22.76'
C13 66.00' 17°38'23" 20.32' 10.24'
C14 66.00' 35'16'46" 40.64' 20.99'
C15 66.00' 20°42'29" 23.85' 12.06'
C16 66.00' 111 °40'46" 128.65' 97.26'
C17 67.97' 28'56'18" 34.33' 17.54'
C18 64.00' 40°09'55" 44.87' 23.40'
C19 100.00' 16'18'41"'
LINE DATA
NO.
BEARING
DISTANCE
L1
N44'42'44"E
35.69'
L2
N89°10'07"E
20.51'
L3
N44°42'37"E
24.27'
L4
N00°00'00"E
10.00'
L5
N00'15'21"E
11.40'
L6
N00°15'21 "E
9.00'
L7
N89°44'39"W
10.00'
L8
N62'44'21 "W
20.00'
L9
N62'4421 "W
27.18'
L10
N27'30'01"W
30.76'
L11
N74°01'19"W
20.55'
L12
N00'49'53"W
10.00'
L13
N89'10'07"E
23.30'
28.47'
14.33'
C20
100.00'
10°17'46"
17.97'
9.01.'
LINE DATA
NO.
BEARING
DISTANCE
L1
N44'42'44"E
35.69'
L2
N89°10'07"E
20.51'
L3
N44°42'37"E
24.27'
L4
N00°00'00"E
10.00'
L5
N00'15'21"E
11.40'
L6
N00°15'21 "E
9.00'
L7
N89°44'39"W
10.00'
L8
N62'44'21 "W
20.00'
L9
N62'4421 "W
27.18'
L10
N27'30'01"W
30.76'
L11
N74°01'19"W
20.55'
L12
N00'49'53"W
10.00'
L13
N89'10'07"E
23.30'
GRAPHIC SCALE
40 o zo +o so
120
ft.
( IN FEET )
1 inch = 40