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HomeMy WebLinkAboutRESOLUTION 2024-115 N.C.S. 09/16/2024 Docusign Envelope ID:492CF6C7-3C9A-449F-8AOB-FF7C50575E8E Resolution No. 2024-115 N.C.S. of the City of Petaluma, California RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PETALUMA APPROVING THE FINAL SUBDIVISION MAP FOR THE SCOTT RANCH SUBDIVISION LOCATED AT 1860 D STREET, ASSESSOR PARCEL NUMBERS 019-120-040 & 019-120-041 WHEREAS,pursuant to Government Code Sections 66473 and 66474.1,the City must approve a final map if the developer has complied with the terms and conditions attached to the tentative map (Attachment 2); and WHEREAS, it is the City Engineer who determines whether the final map substantially complies with the tentative map (Government Code Section 66442(a)); and WHEREAS, the City Engineer certifies that the subdivision is substantially the same as it appeared on the tentative map; that the subdivision complies with all Map Act provisions and local ordinances applicable at the time the tentative map was approved; and that the map is technically correct; and WHEREAS,this is codified in Petaluma Municipal Code(PMC) Section 20.24.390(action on the final map by city engineer); and WHEREAS, once the City Engineer certifies that the final map is complete, formal approval of the final map is a ministerial act, and the legislative body has no discretion to disapprove the final map in the absence of fraud. (Youngblood v. Board of Supervisors (1978) 22 Cal.3d 644) WHEREAS, pursuant to the Map Act and Petaluma Municipal Code Section 20.24.390, the City Engineer has determined that the Scott Ranch subdivision is substantially the same as it appeared on the tentative map; that the subdivision complies with all Map Act provisions and local ordinances applicable at the time the tentative map was approved; and that the map is technically correct; and WHEREAS, additionally, the Planning Director, pursuant to PMC Section 20.24.400 (action on the final map by Planning Director), has found the final map is in full conformity with all provisions of the zoning ordinance; the general plan and all other applicable regulations of the City as analyzed during the review of the Tentative Subdivision Map; and WHEREAS, the Community Development Department and the City Engineer have reviewed the final map of the Scott Ranch Subdivision and have reported it to be in conformity with the Subdivision Ordinance, and such reports have been forwarded to and reviewed by this Council: and WHEREAS,the certifications required by law have been endorsed on said map; and WHEREAS, environmental analysis for compliance with the California Environmental Quality Act for the Subdivision was completed on February 27, 2023, when the City Council adopted the Environmental Impact Report (SCH #2004072137) and Mitigation Monitoring and Reporting Program for the Scott Ranch project located at 1860 D Street (Resolution No. 2023-025 N.C.S.), which is filed with the Office of Planning and Research state clearinghouse; and Resolution No. 2024-115 N.C.S. Page 1 Docusign Envelope ID:492CF6C7-3C9A-449F-8AOB-FF7C50575E8E WHEREAS, the City Council finds that the final map conforms to the requirements of this City's Subdivision Ordinance and is consistent with and conforms to the General Plan for the area; and WHEREAS,the City Council finds the final map is in substantial compliance with the vesting tentative map previously approved for the subdivision by Resolution No. 2023-025 N.C.S., the findings of which are hereby incorporated by this reference as if fully set forth herein. NOW, THEREFORE,BE IT RESOLVED by the Council of the City of Petaluma as follows: 1. The above recitals are hereby declared to be true and correct and are incorporated into this resolution as findings of the Petaluma City Council. 2. Finds that environmental analysis for compliance with the California Environmental Quality Act for the Subdivision has already been completed. On February 27, 2023, the City Council adopted the Environmental Impact Report and mitigation monitoring and reporting program for the Scott Ranch project located at 1860 D Street (Resolution No. 2023-025), which is filed with the Office of Planning and Research state clearinghouse. 3. Approves said final map of the Scott Ranch subdivision, provided that the conditions, which have been previously set forth in said Resolution No. 2023-025 N.C.S., incorporated herein by reference, shall be carried out. 3. That upon execution of the Subdivision Improvement Agreement in the form approved by the City Attorney, and the furnishing of the required improvements security and insurance, approved as to form by the City Attorney and as to sufficiency by the City Manager, the City Clerk is hereby authorized and directed to sign the certificate on said final map certifying that the City Council has approved the same and accepted all streets and other dedications thereon. The City Clerk shall thereupon cause said final map to be recorded in the Office of the Sonoma County Recorder. Under the power and authority conferred upon this Council by the Charter of said City. REFERENCE: I hereby certify the foregoing Resolution was introduced and adopted by the Approved as to Council of the City of Petaluma at a Regular meeting on the 16'day of DocuSigned by: form: September 2024,by the following vote: SEF@o�A.E114 rI... City Attorney AYES: McDonnell,Barnacle,Cader Thompson,Healy,Nan,Pocekay,Shribbs NOES: None ABSENT: None ABSTAIN: None DocuSigned by: Signed by: II ATTEST: City Clerk Mayor Resolution No. 2024-115 N.C.S. Page 2 D...ip Envelope ID:492CF6C7-3C9A449F-BA0B-FF7C50575EBE FINAL MAP OF SCOTT RANCH A PLANNED UNIT DEVELOPMENT,CONSISTING OF 13 SHEETS BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON PARCEL MAP NO.311,FILED IN BOOK 574 OF MAPS,AT PAGE 37,AND PARCEL A AS SHOWN ON PARCEL MAP NO.423 SCOTT RANCH,FILED IN BOOK 850 OF MAPS,AT PAGE 44,IN THE OFFICE OF THE COUNTY RECORDER CITY OF PETALUMA,COUNTY OF SONOMA,CALIFORNIA 11.231 ACRES APN 019-120-040&-041(PORTION)28 LOTS&6 PARCELS OWNER'S STATEMENT Cb SAN RAMON (925)866-0322 SURVEYOR'S STATEMENT ROSEVILLE • (916)788-4456 WE THE UNDERSIGNED STATE THAT WE ARE THE SOLE OWNERS OF AND HAVE THE RIGHT,TITLE www.ceArvoc.com THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN AND INTEREST IN AND TO THE THE REAL PROPERTY INCLUDED WITHIN THE SUBDIVISION SHOWN CIVIL ENGINEERS SURVEYORS PLANNERS CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE UPON THIS MAP,AND ARE THE ONLY PERSONS WHOSE CONSENT TO THE MAKING AND FILING AUGUST 2024 REQUEST OF DAVIDON HOMES IN MARCH 2O23.I HEREBY STATE THAT ALL THE MONUMENTS ARE OF THE OF SAID MAP OF THE SUBDIVISION SHOWN WITHIN THE SUBDIVISION BOUNDARY LINE. CHARACTER AND OCCUPY THE POSITIONS INDICATED OR THAT THEY WILL BE SET IN THOSE POSITIONS PRIOR CERTIFICATE SHEET TO THE COMPLETION DATE STATED IN THE SUBDIVISION IMPROVEMENT AGREEMENT,AND THAT THE MONUMENTS THE FOLLOWING DESCRIBED LAND IS HEREBY DEDICATED TO THE CITY OF PETALUMA FOR ARE,OR WILL BE,SUFFICIENT TO ENABLE THE SURVEY TO RETRACED,AND THAT THIS FINAL MAP PUBLIC USE: SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED VESTING TENTATIVE MAP. 1. THOSE AREAS OF LAND DESIGNATED'PUBLIC UTILITY EASEMENT"(RUE)FOR PUBLIC SECURITY IN THE AMOUNT OF$ HAS BEEN FILED TO INSURE SUCH PAYMENT. UTILITY PURPOSES,TOGETHER WITH ALL INCIDENTAL USES AND APPURTENANCES THERETO; 2. THOSE AREAS OF LAND DESIGNATED"EMERGENCY VEHICLE ACCESS EASEMENT"(EVAE) FOR PUBLIC EMERGENCY VEHICLE INGRESS AND EGRESS PURPOSES; Z� LAND sL 3. THOSE AREAS OF LAND DESIGNATED'PUBLIC ACCESS EASEMENT"(RAE)FOR PUBLIC DATE MARK H.WEHBER,P.L.S. INGRESS AND EGRESS PURPOSES; n \T J.S.NO.7960 4. THOSE AREAS OF LAND DESIGNATED"SANITARY SEWER EASEMENT"(SSE)FOR PUBLIC r Llixut►1 n 1 SEWER PURPOSES,TOGETHER WITH ALL INCIDENTAL USES AND APPURTENANCES THERETO; 5. THOSE AREAS OF LAND DESIGNATED"WATER LINE EASEMENT"(WILE)FOR PUBLIC WATER 9Tf pF CAV�F�� LINE PURPOSES,TOGETHER WITH ALL INCIDENTAL USES AND APPURTENANCES THERETO. AS OWNER: DAVIDON HOMES,A CALIFORNIA LIMITED PARTNERSHIP BY: NAME: TITLE: OWNER'S ACKNOWLEDGMENT COUNTY RECORDER'S STATEMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE FILED FOR RECORD THIS DAY 2024,AT .M., IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED,AND NOT THE TRUTHFULNESS,ACCURACY,OR VALIDITY OF THAT DOCUMENT. IN BOOK OF MAPS,AT PAGES SONOMA COUNTY RECORDS AT THE REQUEST OF FIRST AMERICAN TITLE COMPANY. STATE OF J SS. COUNTY OF j DOCUMENT NO. ON BEFORE ME, A FEE: NOTARY PUBLIC,PERSONALLY APPEARED 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 THAT COUNTY RECORDER 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. DEPUTY I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND: SIGNATURE: NAME(PRINT): PRINCIPAL COUNTY OF BUSINESS: MY COMMISSION NUMBER: APPROVED FOR TECHNICAL CORRECTNESS MY COMMISSION EXPIRES: 8-23-2024 FIRST AMERICAN TITLE COMPANY JOB NO.3778-000 ORDER NO.0192-7039654 SHEET 1 OF 13 Docusip Envelope ID:492CF6C7-3C9A449F- DB-FF7C50575EBE FINAL MAP OF SCOTT RANCH A PLANNED UNIT DEVELOPMENT,CONSISTING OF 13 SHEETS BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON PARCEL MAP NO.311,FILED IN BOOK 574 OF MAPS,AT PAGE 37,AND PARCEL A AS SHOWN ON PARCEL MAP NO.423 SCOTT RANCH,FILED IN BOOK 850 OF MAPS,AT PAGE 44,IN THE OFFICE OF THE COUNTY RECORDER CITY OF PETALUMA,COUNTY OF SONOMA,CALIFORNIA 11.231 ACRES APN 019-120-040&-041(PORTION)28 LOTS&6 PARCELS C SAN RAMON (9 )866-0322 ROSEVILLE (91676)788-4456 W WW.CDNVDG.COM CIVIL ENGINEERS SURVEYORS PLANNERS AUGUST 2024 CERTIFICATE SHEET CITY CLERK'S STATEMENT CITY TAX AND ASSESSMENT CERTIFICATE CITY ENGINEER'S STATEMENT THIS IS TO CERTIFY THAT THE CITY COUNCIL OF THE CITY OF PETALUMA,STATE OF CALIFORNIA,DID ON ACCORDING TO THE RECORDS IN THE OFFICE OF THE UNDERSIGNED,THERE ARE NO LIENS AGAINST THIS I,THE UNDERSIGNED,HEREBY STATE THAT I HAVE EXAMINED THIS MAP,THAT THE PARCEL MAP AS SHOWN IS THE DAY OF 202—BY RESOLUTION NO. SUBDIVISION OR ANY PART THEREOF,FOR UNPAID STATE,COUNTY,MUNICIPAL,OR LOCAL TAXES OR SPECIAL SUBSTANTIALLY THE SAME AS IT APPEARED ON THE VESTING TENTATIVE MAP,AND ANY APPROVED REGULARLY PASSED AND ENTERED INTO THE MINUTES OF SAID COUNCIL,APPROVE THIS MAP AND ACCEPT ASSESSMENTS NOT YET PAYABLE.MY ESTIMATE OF TAXES AND SPECIAL ASSESSMENTS COLLECTED AS TAXES, ALTERATIONS THERE TO; THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES SUBJECT TO IMPROVEMENT THE EMERGENCY VEHICLE ACCESS EASEMENT(EVAE),THE PUBLIC ACCESS EXCEPT TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES NOT YET PAYABLE IS$ APPLICABLE AT THE TIME OF THE APPROVAL OF THE TENTATIVE MAP ARE IN COMPLIANCE. EASEMENT(RAE),THE PUBLIC SANITARY SEWER EASEMENT(SSE)AND THE PUBLIC WATER LINE EASEMENT THE LAND IN SAID SUBDIVISION IS NOT SUBJECT TO A SPECIAL ASSESSMENT OR BOND WHICH IS PAYABLE IN (WILE)AND THE PUBLIC UTILITY EASEMENTS(RUE)(LIMITED,ELECTRIC AND COMMUNICATIONS),AS SHOWN FULL SECURITY REQUIRED PURSUANT TO GOVERNMENT CODE SECTIONS 66493(o)AND 66493(c)ARE HEREBY SIGNED THIS DAY OF 202 HEREON,AND IT ALSO ACCEPTS THAT THE FILING OF THIS MAP SHALL CONSTITUTE THE ABANDONMENT OF ACCEPTED AND APPROVED. ARO, PORTIONS OF THAT"SLOPE EASEMENT"AS NOTED HEREON FROM THAT OFFER OF DEDICATION AS SHOWN AND RECORDED UNDER DOCUMENT NUMBER 89-053982,SONOMA COUNTY RECORDS PER SECTION 66434(g)OF THE SIGNED THIS DAY OF 202 x m SUBDIVISION MAP ACT. KENT CAROTHERS,R.C.E.60671,CITY ENGINEER No.60671 CITY OF PETALUMA,STATE OF CALIFORNIA SIGNED THIS DAY OF 202 �9j. o/V\�' 0� JESSIE GOOCH,FINANCE DIRECTOR FOF OAl\F� CITY OF PETALUMA,STATE OF CALIFORNIA CAITLIN CORLEY,CITY CLERK I,THE UNDERSIGNED,HEREBY STATE THAT I HAVE EXAMINED THIS MAP ON BEHALF OF THE CITY ENGINEER CITY OF PETALUMA,STATE OF CALIFORNIA AND THAT I AM SATISFIED THAT THE SURVEY DATA SHOWN UPON THE MAP IS TECHNICALLY CORRECT. SIGNED THIS DAY OF 202 COUNTY CLERK'S CERTIFICATE COUNTY TAX COLLECTORS STATEMENT STEVEN J.LAFRANCHI,P.L.S.6368 4�` .L Lj, ft I,THE UNDERSIGNED,CERTIFY THAT ALL BONDS,MONEY OR NEGOTIABLE BONDS REQUIRED UNDER THE ACCORDING TO THE RECORDS IN THE OFFICE OF THE UNDERSIGNED,THERE ARE NO LIENS AGAINST THIS a i PROVISIONS OF THE SUBDIVISION MAP ACT TO SECURE PAYMENT OF TAXES AND ASSESSMENTS HAVE BEEN SUBDIVISION OR ANY PART THEREOF,FOR UNPAID STATE,COUNTY,MUNICIPAL,OR LOCAL TAXES OR SPECIAL " NO.6368 — FILED WITH,AND APPROVED BY,THE COUNTY OF SONOMA,NAMELY BONDS UNDER GOVERNMENT CODE ASSESSMENTS COLLECTED AS TAXES,EXCEPT TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES NOT SECTIONS 66493(A)AND 66493(C)IN THE SUMS OF$ AND$ YET PAYABLE.MY ESTIMATE OF TAXES AND SPECIAL ASSESSMENTS AS TAXES AND NOT YET PAYABLE IS: RESPECTIVELY. $ .THE LAND IN SAID SUBDIVISION IS NOT SUBJECT TO A SPECIAL ASSESSMENT OR pQ' BOND WHICH IS PAYABLE IN FULL.SECURITY REQUIRED PURSUANT TO GOVERNMENT CODE SECTIONS 66493(A) lF OF SIGNED THIS DAY OF 202 AND 66493(C)ARE HEREBY ACCEPTED AND APPROVED. SIGNED THIS DAY OF 202 CLERK OF THE BOARD OF SUPERVISORS COUNTY OF SONOMA,STATE OF CALIFORNIA ERICK ROESER,TAX COLLECTOR COUNTY OF SONOMA,STATE OF CALIFORNIA RECORD TITLE INTEREST NOTE NAME: RECORDED AS: NATURE OF INTEREST: CITY OF PETALUMA DOC.NO.89053982 PUBLIC UTILITY EASEMENT CITY OF PETALUMA DOC.NO.89053982 SLOPE EASEMENT FIRSTAMERICAN TITLE COMPANY JOB NO.3778-000 ORDER NO.0192-7039654 SHEET 2 OF 11 D...ip Envelope ID:492CF6C7.3C9A449F-BA0B.FF7C50575EBE LEGEND BASIS SIS OF DE A 7�TT�TIGS: LINE TABLE LINE TABLE FINAL MAP OF SUBDIVISION BOUNDARY LINE DtBASIS J D R THIS S RVEY I NO BEARING LENGTH NO BEARING LENGTH SCOTT RANCH RIGHT OF WAY LINE THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND Li N70'50'11"W 103.31' (1)(3) L13 N74'52'32"E 30.00' LOT LINE MONUMENTS ON WNDSOR DRIVE,THE BEARING BEING N74'52'32"E PER RECORD OF SURVEY(458 M 22). L2 N70'50'11"W 103.31' (1)(3) L14 N6727'21"W 22.3T A PLANNED UNIT DEVELOPMENT,CONSISTING OF 13 SHEETS EASEMENT LINE BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON PARCEL CENTERLINE L3 N74'52'32"E 61.93' L15 N89°23'30"W 226.29' (M-ML)(S67'30'o7"E)(6) MAP NO.311,FILED IN BOOK 574 OF MAPS,AT PAGE 37,AND PARCEL AAS (T) TOTAL REFERENCES. L4 S15'o7'28"E 10.00' L16 N45°36'30"E 4.90' SHOWN ON PARCEL MAP NO.423SCOTT RANCH,FILED IN BOOK 850OF (R) RADIAL BEARING MAPS,AT PAGE 44,IN THE OFFICE OF THE COUNTY RECORDER O INDICATES REFERENCE NUMBER L5 N70'50'11"W 103.31' (1)(3) L17 N89°23'30"W 110.00' CITY OF PETALUMA,COUNTY OF SONOMA,CALIFORNIA (M-M) MONUMENT TO MONUMENT (1) PARCEL MAP NO, 311 (574 M 37) L6 N51'10'01"E 28.00' L18 N41°23'30"W 59.30' 11.23f ACRES APN 019-120-040&-041(PORTION) 28 LOTS&6PARCELS (M-ML) MONUMENT TO MONUMENT LINE (2) AMENDED MAP VICTORIA PHASE 2(452 M 1) L7 N19'09'49"E 28.00' (TIE) 119 N15'0T28"W 10.00' sAN RAMON (925)866-0322 (M-PIE) MONUMENT TO PROPERTY LINE (3) RECORD OF SURVEY(458 M 22) ROSEVILLE (916)788-4456 FOUND STANDARD STREET MONUMENT (4) PARCEL MAP NO. 3548(193 M 7) L8 N15'07'28"W 32.00' (TIE) L20 N20'51'46"E 36.57' O' S COUNTY PUBLIC WORKS MAP FOR D STREET, �•/ www.cennoc.com PER REFERENCE NOTED O MAP NO.038443&038444 L9 N40'31'46"E 10.00' (M-M)(2) L21 N11°4630'W 25.00' CIVIL ENGINEERS SURVEYORS PLANNERS • FOUND MONUMENT AS NOTED (6) PINNACLE HEIGHTS SUBDIVISION(618 M 42) SCALE:1"=100' AUGUST 2024 5/8"REBAR AND CAP,LS 7960 (7) THE SUMMIT ABOVE PETALUMA PHASE 1 (412 M 72) L10 N79'43'24"E 60.00' (TIE)(2) L22 N15°07'28"W 32.00' SET PER(8) (8) PARCEL MAP NO, 423 SCOTT RANCH(850 PM 44) BOUNDARY SHEET po SET STANDARD STREET MONUMENT, (9) OFFER OF DEDICATION(89053982) L11 N79'43'24"E 123.51' (2) L23 N19°09'49"E 32.00' 100' 0' 50' 100' 200' 400' LS 7960 (10)RECORD OF SURVEY(523 M 24) L12 N64'07'43"W 40.00' (M-ML) L24 N11°46'30"W 20.00' O SET 5/8"REBAR AND CAP,LS 7960 EVAE EMERGENCY VEHICLE ACCESS EASEMENT SEE SHEET 4 FOR GENERAL NOTES, GRAPHIC SCALE MONUMENT NOTES,AND ABANDONMENT NOTE. / PAE PUBLIC ACCESS EASEMENT (7). C20 (7) PRAE PRIVATE ACCESS EASEMENT M M) r-L21 N7725'57"w C2 0'( 6 RUE PUBLIC UTILITY EASEMENT N7g'13'30E 395 ET 6.56(M-M SSE PUBLIC SANITARY SEWER EASEMENT - �ST 12 zo 1 1 QO $ 4 1 ��y \ 12.14' WILE PUBLIC WATER LINE EASEMENT (7) \� G�� N g11T SNF SEARCHED,NOT FOUND L24 (7) 442 O h��, 4J �?\223 f \ o m U7 rna t>m co ro.�c° cNi� `j..� y��-. 7OHREH o �''` /�\�• R 0 (41 2 NJ 27) r o m a n N o Ij� 19 0 c v a a a o o o z fi Via, 7_003-033431 PARCEL A E _ PARCEL A a O o G o x I n 2)� M �+ a u y2m PARCEL BCo (2) � 1 523 M 24 VICTO 9(M_M o RIA M- DETAIL B 2) COOPER NOT TO SCALE HOMEOWNERS �c8(M,M) 1994-069592 0 z ° (412 M 27) =YN a o ASSOCIATION (1)(2)(3) 13 3200' - 430.90' 391.20' N89'23'30"W 921 '(M-M) (N89'30'18"E 578.82')(10) SNF 1 9 90-005 859 Lt 1 •---- 533.00' - N89°27'04"W 578.85' u N89'23'30"W 357.19'(357.38')(2)(3) \� 3.64 \\ N89°23'30"W 892.56cl� ' N18'22'31"W R CS \, FOUND 3 4"IRON PIPE N53°45'50"W(R) N (45-7 M ]) Q 73.71' \\ pi \�� \ AND CAP,RCE 18483 �a N2T20'S7"E R SOUTHEAST CORNER OF v /j 1- \\ \ LOT 4(7) FOUND 3 4"IRON PIPE PARCEL MAP N0. 423 \\ \\\ PARCEL 1 AND CAP,(ILLEGIBLE) PARCEL A \ice\ 0(1)(3 \\\\ (574 PM 37) N6513'26"E 0.27' l 350 PM 44) SIN JF`9, \\ \ \\� � 4.64 ACi \Oe \\\ \c6�Ys C11 C7(M M) F =tim Q N �(1)(3) (3)• L14 49 O �L19-% 4.5232E C7z (6) y 6, Q \ \ �i \2- \ L4 O �� � � � 1)(3)-��C\S.1Y � I 11�I ,Q SV N-� N64'000(M_0 V N64°112I L15 � )(3) 6 /Sa1 SEE DETAIL B 4=34'1717 L=38 (1(30 R162 RAE8 ''1S56""WW RR CC221 2 ��F JADERSfROM 4"IRON PIPE a / �� RI�L 15'SLOPE(2) L9 2013-OC732_1 ,(ILLEGIBLE) \ C15 \PAE 8 W 1�"S EASEMENT(g)-�/ J�^M N (BENT)ON LINE SEE DETAIL A C17 PARCEL MAP NO. 423 51 N00'56'40E 0.40' 11 0 0 \ aF PARCEL 3 �I` 52 \\c1s (850 PM 44) = SIN ,�,.,,//•I CURVE TABLE 10"PUEO 9 PARCEL MAP NO. 423 NO RADIUS DELTA LENGTH CURVE TABLE CURVE TABLE C13 CA 422.00' 32'47'30" 241.52' (32°45'17"24L25')(1)(3) NO RADIUS DELTA LENGTH NO RADIUS DELTA LENGTH PARCEL A NO3°59'21"E R II - -- LL PM ) C12 u7 �Ll L15 C2 478.00' 32'00'12" 266,99' (32°00'42"267.06')(1)(3) C8 450.00' 22°55'38" 180.07' (22'57'04"180.26')(2) C14 175.00' 48'00'00" 146,61' o j.j L16 T C3 482.00' 17.02'44" 143.40' C9 1010.00' 8.5545' 157.40' (8°55'33"157.34')(2) C15 35.00' 34.33'37" 21.11' CURVE TABLE �l -�1 PARCEL MAP NO. 423 PAREr H C4 418.00' 32'00'12" 233.48' C10 990.00' 4'22'28" 75.58' (4°08'27"71.55')(2) C16 50.00' 155'02'52" 135.30' NO RADIUS DELTA LENGTH a (-- PM --) C5 450.00' 23'49'04" 187.06' (23°47'51"186.90')(1)(3) C11 290.00' 13'36'23" 68.87, C17 35.00' 37°3937" 23.01' C20 300.00' 24'20'33" 127.46' DETAIL A C6 450.00' 32'00'12" 251.35' (32°00'42"251.42')(1)(3) C12 17.50' 45°00'00" 13.74' C18 620.00' 15°08'29" 163.84' C21 850.00' 3'20'45" 49.64' NOT TO SCALE C7 258.00' 38'29'50" 173.35' (38'31'12"17.45')(1) C13 50.00' 3-22'S1" 2.95 C19 28.00' 464414 22.84 C22 850.00' 3°11'26" 47.33' JOB N0.3778-000 (3as1'12'n3.45)(3) SHEET 3 OF 13 D...ip Envelope ID:492CF6C7-3C9A449F-BA0B-FF7C50575EBE FINAL MAP OF MONUMENT NOTE: ABANDONMENT NOTE: SCOTT RANCH ALL FRONT AND REAR LOT CORNERS AND NON—FRONTAGE ANGLE POINTS PURSUANT TO SECTION 66434(G)OF THE SUBDIVISION MAP ACT,THE FOLLOWING A PLANNED UNIT DEVELOPMENT,CONSISTING OF 13 SHEETS tDt TO BE SET WITH A NAIL&TAG,LS 7960,OR A 5/8"REBAR WITH CAP, OFFER OF DEDICATION WITHIN PARCEL A AND PARCEL B ON THE MAP(PRIVATE BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON PARCEL LS 7960,WHERE ACCESSIBLE. STREETS),WILL BE ABANDONED WITH THE FILING OF THIS MAP: MAP NO.311,FILED IN BOOK 574 OF MAPS,AT PAGE 37,AND PARCEL AAS BODEGA AVE LAKEVILIf Si 1. THE SLOPE EASEMENT AS SHOWN IN THE OFFER OF DEDICATION AS SHOWN ON PARCEL MAP NO.423 SCOTT RANCH,FILED IN BOOK 850 OF gtEeN r`N- pfrq�� SHOWN IN DOCUMENT 89053982,RECORDED JUNE 14,1989,SONOMA MAPS,AT PAGE 44,IN THE OFFICE OF THE COUNTY RECORDER N a MAa� NOTES. COUNTY RECORDS. CITY OF PETALUMA,COUNTY OF SONOMA,CALIFORNIA s 1. ALL DISTANCES AND DIMENSIONS ARE SHOWN IN FEET 11.23f ACRES APN 019-120-040&-041(PORTION) 28 LOTS&6 PARCELS Nfrya Spa SITE AND DECIMALS THEREOF. 2. ALL TIES SHOWN ARE PERPENDICULAR UNLESS sAN RAMON (925)Bss-0322 OTHERWISE NOTED. ROSEVILLE • (916)788-4456 W W W.CBANUG.COM CIVIL ENGINEERS SURVEYORS PLANNERS SCALE:1"=100' AUGUST 2024 INDEX SHEET 100, 0' 50' 100' 200' 400' VICINITY MAP NOT TO SCALE GRAPHIC SCALE JB S'�ET 15 41 12 11 40 a 16 3 N (412 NJ 27) 42 W 19 14 13 10 9 7 5 5 '1 D�R PARCEL A 17 1a (412 M 27) (452 M 1) PARCEL C PARCEL D PARCEL E 14 � 1 2 PARCEL A 9 26 25 24 7 3 PARCEL F 23 22 21 12 13 T 20 19 4 5 8 6 7 8 9 10 I1 27 18 49 17 50 28 PARCEL B © 16 15 O 1 51 PARCEL MAP NO. 423 PARCEL B (850 PM 44) 52 PRELIMINARY JOB NO.3778-000 SHEET 4 OF 13 D...ip Envelope ID:492CF6C7-3C9A449F-BADB-FF7C50575EBE NOTES: FINAL MAP OF =42228"9 'g SCOTT RANCH 1. ALL DISTANCES AND DIMENSIONS ARE SHOWN IN FEET 75,SgTM M AND DECIMALS THEREOF. (412 M 27) A PLANNED UNIT DEVELOPMENT,CONSISTING OF 13 SHEETS 2. ALL TIES SHOWN ARE PERPENDICULAR UNLESS OTHERWISE NOTED. BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON PARCEL - MAP NO.311,FILED IN BOOK 574 OF MAPS,AT PAGE 37,AND PARCEL A AS IN BOOK VICTORIA HOMEOWNERS d_g5 =157.4p'M_M - �(2) ,a SHO SOS,AT PAGEN PARCEL IN HE OFFICEOFHEECONO.423 SCOTT RANCH,FUNTYILED RECORDERSOOF ASSOCIATION CITY OF PETALUMA,COUNTY OF SONOMA,CALIFORNIA 1990-005859 WINDSORDR[Vg R'4500\ 11.23±ACRES APNO19-120-040&-041(PORTION) 28LOTS&6PARCELS 53g\ PARCEL _1B0°j, SAN RAMON (925)866-0322 (452 M 1) N1$'22'31"WR rM� Cb( ■ ROSEVILLE (916)7884456 •1��`1/� yyyyyy.CeANUG.COM 430.90' N27'20'57"E R CIVIL ENGINEERS SURVEYORS PLANNERS N89'23'30"W 357.19' (1)(2)(3) SCALE:1"=100' AUGUST2024 R,d2z00. °SUM yJ SUBDIVISION SHEET 4,,2. 100, 0' 50, 100, 200' 400' PARCEL C 4j30. 2 GRAPHIC SCALE BASIS OF BEARINGS: N89'23'30"W 105,00' THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND N81'25'194 50.49, N89'23'30"W 59.36' MONUMENTS ON WINDSOR DRIVE,THE BEARING BEING N74'52'32"E PER 49,00' 56.00' W N82Y4,13 N7453 RECORD OF SURVEY(458 M 22). 66.12' �O °p,.W Sp°° LEGEND W g5 SUBDIVISION BOUNDARY LINE 3 B RIGHT OF WAY LINE LOT LINE 26 25 Z4 EASEMENT LINE _ 23 = 21 =ti�',-y - CENTERLINE 6,515 SFf 6,944 SFf 6,733 SFi _ 5,975 SF3(NET) 5,908 SFf(NET) M 5,164 SFf(NET) 6,887 SFt 9,091 SFt (T) TOTAL 22 (R) RADIAL BEARING a z 7,035 SFt _ (M-M) MONUMENT TO MONUMENT Zc,o L4 (M-ML) MONUMENT TO MONUMENT LINE q > w 115.61' ;, 0 20 CURVE TABLE (M-PL) MONUMENT TO PROPERTY LINE 8,236 SFf w NO RADIUS DELTA LENGTH FOUND STANDARD STREET MONUMENT �` NJ2. •�" _ Cl 50.00' 3'46'16" 3.29' PER REFERENCE NOTED 41.46' 56.00' 25.84' N o8s <2 - _ oo w • FOUND MONUMENT AS NOTED "'- 12.81' N89'23'30"W 123.30' 592 0%y G2 4'60.4¢, C2 50.00' 34°22'29" 30.00' �( 5/8"REBAR AND CAP,LS 7960 y4 30, 07,\\ SET PER(8) RO• / ,y �g !•S�_ ,n C3 50.00' 2511'35" 21.99' w '7 v ry1�. Jo SET STANDARD STREET MONUMENT, tiQ9 2/ 7 �, �'\ W W C4 50.00' 32°03'05" 27.97' LS 7960 6,543 SFi / N5T20'25"W R Cl a O SET 5/8"REBAR AND CAP,LS 7960 C5 450,00' 23°49'04" 187.06' o w"' 62� "� 56 F'lRl' \� = W C6 50.00' 3'22'S1" 2.95' EVAE EMERGENCY VEHICLE ACCESS EASEMENT m z N89'23'30"W(R) 100.00' ( ' Ng6 G - PAE PUBLIC ACCESS EASEMENT a C7 15.19' 18.00' CIO C7 34.00' 66°07'26" 39.24' PRAE PRIVATE ACCESS EASEMENT _ _ D7-�D,�7�7�T T7��+ N89'23'30"W I RUE PUBLIC UTILITY EASEMENT I -o REL/llv�oU�l 33.19' of C11 C8 175.00' 48°00'00" 146.61' tk-rj \ oo (PRIVATE STREET) of SSE PUBLIC SANITARY SEWER EASEMENT Z O p �d N89'23'30"W 110.00'(M-M) �' R=200 C9 17.50' 45°00'00" 13.74' WLE PUBLIC WATER LINE EASEMENT M 28 \°'' - - - v� C10 225.00' 8'14'19" 32.36' \`�o PARCEL B A=48'00'00 SHE SEARCHED,NOT FOUND Co 0 6,452 SFi 9. NO3'59'21"E R t11\l. o� L=167.55'(M_ C11 225,00' 48°00'00" 188.50' O 2��•`�?' 41- \\l\ 37,057 SFt i MI \S9, (EVAE,RUE) OI CS C12 20.50' 35°00'00" 12,52' 116.88' 2<i 109.41' N89'23'30"W 110,00' ---- z N89'23'30"W 226.29' G9 C6 � --- LINE TABLE SEE SHEET 3 FOR REFERENCES. Li h- Ly LINE TABLE LINE TABLE NO BEARING LENGTH SEE SHEET 4 FOR MONUMENT NOTES AND ABANDONMENT NOTE. I--1 I FOUND 3 4"IRON PIPE PARCEL423 ^ NO BEARING LENGTH NO BEARING LENGTH L5 N4036'30"E 12.45' W AND CAP,(ILLEGIBLE) MAP NO. SEE SHEETS 10-12 FOR SANITARY SEWER (BENT)ON LINE PARCEL j' Li N45'3630"E 4.90' L3 NOO'36'30"E 25.00' (M-M) L6 NOO'36'30"E 24.47' AND WATER LINE EASEMENT DETAILS. NOO'56'40"E 0.40' (8 JU PM -^.-n.) L2 N54'23'30"W 33.61' L4 N54'23'30"W 9.5S L7 N55'18'53"E 14.25' �Sy 51 61 JOB NO.3778-000 SHEET 5 OF 13 D...ip Envelope ID:492CF6C7.3C9A449F- DB.FF7C50575EBE NOTES: FINAL MAP OF 1. ALL DISTANCES AND DIMENSIONS ARE SHOWN IN FEET PgB CURVE TABLE CURVE TABLE SCOTT RANCH AND DECIMALS THEREOF. ?O° \ \2. ALL TIES SHOWN ARE PERPENDICULAR UNLESS NO RADIUS DELTA LENGTH NO RADIUS DELTA LENGTH ccc��� \ \ OTHERWISE NOTED. (1)(2)(3) G a \ \\ A PLANNED UNIT DEVELOPMENT,CONSISTING OF 13 SHEETS Ci 450.00' 1'09'38" 9.12' C7 225.00' 2'19'41" 9.14' BEING A SUBDN[SION OF PARCEL 1 AS SHOWN ON PARCEL C2 478,00' 214'56" 18.76' C8 35.00' 34'33'37" 21.11' MAP NO.311,FILED IN BOOK 574 OF MAPS,AT PAGE 37,AND PARCEL A AS SHOWN ON PARCEL MAP NO.423 SCOTT RANCH,FILED IN BOOK 850OF PARCEL C g 9 1 C3 478.00' S 6'45" 44.04' C9 35.00' 3T39'37" 23.01' 220 og,'so 'p ` \ MAPS,AT PAGE 44,IN THE OFFICE OF THE COUNTY RECORDER t40 ACf ` \ ° °\ !��°' ° \\\ ] C4 28.00' 79°35'24" 38.90' C10 28.00' 46*44'14" 22.84' CITY OF PETALUMA,COUNTY OF SONOMA,CALIFORNIA \ \ 3 \ 11.23f ACRES APN 019-120-040&-041(PORTION) 28 LOTS&6 PARCELS S�Oe `1 `\\\ 2g• °ems \ \ CS 29.00' 81'33'22" 41,28' C11 600.00' 2°48'11" 29.36' \ N�OSJ'0O.. �h � \\\ °° y C6 580.00' 1'36'58" 16,36' C12 478.00' 5'16'45" 44.04' SAN RAMON (925)866-4456 W QZ \ , (\ \ \ ROSEVILLE (916)788-4456 0 37.8g,6¢�T)(` `�, �pZS. •'(1)(3) \\ \ www.cennoc.com CIVIL ENGINEERS SURVEYORS PLANNERS \ \ SCALE:1"=30' AUGUST 2024 sg' L8 \ J SUBDIVISION SHEET 30' 0' 15' 30' 60' 120' t� 19 '�s \\ \ 4\ `\\ 1 GRAPHIC SCALE 8,729 SFf 9 ` \ °� 4'e° w BASIS OF BEARINGS: Lg a lJse rc„ �`Y• 4g, \�\ ! 'O\ O`fd ?bpl / �-- THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND °\ ? MONUMENTS ON WINDSOR DRIVE,THE BEARING BEING N74'52'32"E PER 30S RECORD OF SURVEY(458 M 22). s" LEGEND v =ti 7,727 SFf L10� SUBDIVISION BOUNDARY LINE !\?6E9N�0° RIGHT OF WAY LINE \ 9 00 I i 50'17.. Sg 4'Sy.\ ` N272 00 i W 1p LOT LINE 4=72'28'4p„ 2�• o,�� 17 6g• 2`330'\`� NS07S3gSFR R EASEMENT LINE (o4g p0 4,� ?� 96 7,460 SFf `NSgy 6 NR R,?25 26• ?i?, R.6 BOp, o i(1)(3) - CENTERLINE °pp e N rv1 4cq ?6'' °` 1� q 00 050' (T) TOTAL 8p0o0o;,!\4 ISB 4-T72 07 1p3 JJ(M1j W (1)(3) (R) RADIAL BEARING J R, (, Cp I (M-M) MONUMENT TO MONUMENT 4eq\ `SO" °�7 � 16 / 4j8p0,6?8p N>05p, 80p00" ?2BA\ p0�� Ok`, �00 // 12.14' 17"W Ip33 (M-ML) MONUMENT TO MONUMENT LINE 7,282 SFf R=17 <� ` �6 �\ 1(T) (M-PL) MONUMENT TO PROPERTY LINE 41 '`SS' g9\ •y0 ^�° / -Np?32•` FOUND STANDARD STREET MONUMENT \ °8bp• 'y,y °°' J4, .�6 +S"° // // 23fR PER REFERENCE NOTED 15 // QpO�o�,� // • FOUND MONUMENT AS NOTED a �� 667• p 1 //�`o �`' 5/8"REBAR AND CAP,LS 7960 8,242 SFf 09`° //�:^1/1'y°`ti /�S ti%O / () SET PER 8 SET STANDARD STREET MONUMENT, L�eV,k�'9� h00� 4\R' LS 7960 PARCEL MAP 110, 423 \\ �0� `\ i/ 0 DO ti��9� / Q�Q� , Ngy2i?, O SET 5/8"REBAR AND CAP,LS 7960 EVAE EMERGENCY VEHICLE ACCESS EASEMENT PARCEL E �\ �s2 (850 PM 44) \ Q2�� �Ai �oPL�C�. 6 \ 1yp // C QQQi Q� \ \ 4\ 32 / i PAL PUBLIC ACCESS EASEMENT \\ o� �,j�o �� / lgl PRAE PRIVATE ACCESS EASEMENT 1C l R�4�8�,6?.8p�? ,y�05p PILL PUBLIC UTILITY EASEMENT LINE TABLE `\ �O ,`SS �FJ \CS / v/� 1J .,� / 12.14' 1j W l03 SSE PUBLIC SANITARY SEWER EASEMENT ,o \ (TJ WLE PUBLIC WATER LINE EASEMENT NO BEARING LENGTH \ qi G p, / �� Np \ ?3j23^ SNF SEARCHED,NOT FOUND L1 N34'33'50"W 12.00' (R) \ .��JLOp \ J �'S / �`'�' / - f R L2 N01'23'30"W 11,13' \( �FG�°5��1r� / / o°j ab 'Rv L3 N86'23'30"W 12.89' 2l r� SEE SHEET 3 FOR REFERENCES. z L4 N86'36'30"E 8.58' �, / °O / ' L5 N76'03'55"W 19.33' O'PO�181 \\ P, // ��00 ,�{'�`Ok // Q• SEE SHEET 4 FOR MONUMENT NOTES AND \\ S°O• 0 ,/ / O' // Q\ \ ABANDONMENT NOTE. a L8 N86°33'51"E 12.00 \ O 4,155'02'52" L,�O O PARCEL MAP NO, 423 ZGA / O°O // �i' SEE SHEETS 10-12 FOR SANITARY SEWER W L9 N84'36'30"E 9.00' \ PARCEL P AND WATER LINE EASEMENT DETAILS. L10 N48'36'30"E 4.00' (850 PM %YI) °\ // ��� Q?o Q PAE DETAIL a \ / Q o• / JOB NO.3778-000 SHEET 6 OF 13 13...ip Envelope ID:492CF6C7.3C9A449F- DB.FF7C50575EBE FINAL MAP OF PARCEL A SCOTT RANCH A PLANNED UNIT DEVELOPMENT,CONSISTING OF 13 SHEETS w n BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON PARCEL (1)(3) COOPER CORBETT \2019-079203 RUSSILLON STOP] o I � MAP NO.311,FILED IN BOOK 574 OF MAPS,AT PAGE 37,AND PARCEL AAS ��'gso.po• 1994-069692 2016-023404 2008-071879 m SHOWN ON PARCEL MAP NO.423SCOTT RANCH,FILED IN BOOK850OF 1714 13 o MAPS,AT PAGE 44,IN THE OFFICE OF THE COUNTY RECORDER 5?a^ CITY OF PETALUMA,COUNTY OF SONOMA,CALIFORNIA Bo �M MJ (41 YI ?7) 11.23f ACRES APN 019-120-040&-041(PORTION) 28 LOTS&6 PARCELS N18'22'31"W R N27'20'57"E R SAN RAMON • (925)866-0322 N89'23'30"W 924.21'(M-M) a ROSEVILLE (916)788-4456 73.71' (1)(2)(3)� 63.64' \ \ 1 192.16' ��r/ www.cennoc.com \ \ L 6 L4 674.11' N89'23'30"W 7/ CIVIL ENGINEERS SURVEYORS PLANNERS 3s.00' PARCEL SCALE:1"=30' AUGUST2024 PARCEL 20,532 SFf SUBDMSION SHEET 220 Op, O \ \ 11,642 SFf o' 7273' \ O' \ 0\ \\\\ 30' 0' 15' 30' 60' 120' \\ \\ a\3?q�• �Sff9' "OAF \\\\ •�S S��`�"�` 04, ��QJ�"\��\OgS3. qq 9g C10 po10.36'59" L_5367, R=43.50' PARCEL A GRAPHIC SCALE PA�iCr C BASIS OF BEARINGS: 6,314 SFf ,� \ram ��% 28,114 SFt 5,954 SFt(NET) �\ N oo 0 (EVAE,PUE) N86'12'30"E n� -V" THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND 332.77'(M-M) \ \ \ ^o. I M MONUMENTS ON WIN DRIVE,THE BEARING BEING N74'S2'32"E PER \ \ \ al '" j RECORD OF SURVEY(458 M 22). 6,445 SF3 `" �Ia ¢, 5,395 SFf(NET)�� LEGEND SEESHEETS0 (1)(3) 3 pUE �k /' SUBDIVISION BOUNDARY LINE o l2 / RIGHT OF WAY LINE QJ�` '�O \ �� 7,438 SFt I�� / oo LOT LINE 6,547 SFf(NET) 10.00' l W EASEMENT LINE �i• o / CENTERLINE W4 (T) TOTAL O \ / (R) RADIAL BEARING (M-M) MONUMENT TO MONUMENT (M-ML) MONUMENT TO MONUMENT LINE \�\ gS00S0, O.S? \ \,gq,\ l _v/ _ L� (M-PL) MONUMENT TO PROPERTY LINE FOUND STANDARD STREET MONUMENT PER REFERENCE NOTED • FOUND MONUMENT AS NOTED LINE TABLE CURVE TABLE y \ \ O� /.2 �� 5/8"REBAR AND CAP,LS 7960 NO BEARING LENGTH NO RADIUS DELTA LENGTH 1 1 \��\ S2o02 q?1q,� �320 9g)> N2p4S3 y 0`3 \ C /_ SET PER(8) 3p 2 �L � �\ po SET STANDARD STREET MONUMENT, L1 N70'50'11"W 16.35' Cl 450.00' 1'09'38" 9.12' \\\\ <.266g R R,qS R la Cl -V6 3q2 LS 7960 L2 N78'25'03"E 10.00' (R) C2 418.00' 1'35'44" 11.64' \\ \\ g N R\6040p E o N/O50'1j,0 q ER O SET 5/8"REBAR AND CAP,LS 7960 3j EVAE EMERGENCY VEHICLE ACCESS EASEMENT L3 N39'50'52"W 6.50' (R) C3 418.00' 4'45'22" 34.70' J \\ \\ NSO7S36gSF� 103 (TJ \ Iy RR, PAL PUBLIC ACCESS EASEMENT L4 N00'36'30"E 5,00' C4 28.00' 60°43'40" 29,68' s \\\ RR�6p�o80p- C7;(1)(3) PRAE PRIVATE ACCESS EASEMENT 00 i NOS \ L5 N32'08'21"W 21.11' C5 28.00' 44°05'25" 21.55' POE PUBLIC UTILITY EASEMENT S'f 1.� oo /\0'Ip-k, J �� \ iro 70331' M (1)(3) SSE PUBLIC SANITARY SEWER EASEMENT L6 N18'37'32"W 20.34' C6 35.00' 40'07'09" 24.51' T6 1 I iN �M,� �� WLE PUBLIC WATER LINE EASEMENT C7 29.00' 71'3741" 36.21' �/ A� of��c�`a N�Osp'17„W 1p SHE SEARCHED,NOT FOUND C8 35.00' 26'14'46" 16.03' ,/ Ov o a�0� r x C9 35.00' 13°52'23" 8.48' 010 50.00' 3'26'36" 3.10' SEE SHEET 3 FOR REFERENCES. �I NOTES. C11 57.00' 32°43'42" 32.56' � ` PARCEL AP N0. 423 SEE SHEET 4 FOR MONUMENT NOTES AND PARCEL B ABANDONMENT NOTE. a 4) 1. ALL DISTANCES AND DIMENSIONS ARE SHOWN IN FEET 850 PM 4 SEE SHEETS 10-12 FOR SANITARY SEWER AND DECIMALS THEREOF. AND WATER LINE EASEMENT DETAILS. 2. ALL TIES SHOWN ARE PERPENDICULAR UNLESS a OTHERWISE NOTED. JOB NO.3778-000 SHEET 7 OF 13 13...ip Envelope ID:492CF6C7.3C9A449F-BADB.FF7C50575EBE BRUSSILLON 5TUPI CR'W3 SKUBIC HANN KULASINGAM POURTAHERI FINAL MAP OF 2019-079203 2008-071879 7_0?_3-009079 I 2002-053927 2019-056145 2021-05014E 2018-046792 SCOTT RANCH 14 13 10 9 7 6 5 (41 2 M 27) A PLANNED UNIT DEVELOPMENT,CONSISTING OF 13 SHEETS N89'23'30"W 924.21'(M-M) N BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON PARCEL Ls 674.11' MAP NO.311,FILED IN BOOK 574 OF MAPS,AT PAGE 37,AND PARCEL A AS 7 PARCEL E 13.5 PUE 6 SHOWN ON PARCEL MAP NO.423 SCOTT RANCH,FILED IN BOOK 850OF Ns52pi1 v MAPS, THE 20,532 SFi -�g6�tihyC CI A P I F COUNTY TYOF ETALUMA,COUNTY OFSONOMA,CA RECORDER CALIFORNIA 213' a 4 11.23f ACRES APN 019-120-040&-041(PORTION) 28 LOTS&6 PARCELS L5 LINE TABLE C8 DT0.36'S3. L=5$6p 1 C10 \\ SAN RAMON (925)866-0322 _ 1_25.00' ¢3.SD' iG.DO' 'l \ ( ( ROSEVILLE (916)788-4456 NO BEARING LENGTH R r N8672'30"E 277.35' cs VIEW COURT �,.��ANoG.coM L1 N70'50'11"W 16.35' °j� BARN - - �� N86°12'30"E 332.77(M-M) - \ CIVIL ENGINEERS SURVEYORS PLANNERS n PRIVATE STREET) - - SCALE:1"=30' AUGUST 2024 L2 N75'20'11"W 10.00' � \ "o _ - 299.13' PARCEL A L3 N39'50'52"W 6.50' (R) 1 u 33.64' z8, SI.�DSI�N SHEET 114 SFt el ° L4 NO3'47'30"W 1.00' (R) (EVAE,PUE) N86-12'30"E 222.32' 35.96 C13 Ch .�g`,6�'`'' M 3I I 1I 3I 6I 120' I ro N I 6.50 1 LS R) -_ ----- 56.00' ---_52.00' 26_36 .00' - - 0 0 GRAPHIC SCALE L6 N00'36'30"E 5.00' BASIS OF BEARINGS: L7 NO3'47'30"W 25.00' (M-M) R=500d THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND MONUMENTS ON WINDSOR DRIVE,THE BEARING BEING N74'52'32"E PER t\ Q rn RECORD OF SURVEY(458 M 22). t2 0 1 W w % 4 M IS LEGEND 63 '� W / 5 SUBDIVISION BOUNDARY LINE 5,963 SFi 6 a 6,877 SFi - / _ RIGHT OF WAY LINE 8,245 SFf - - 9z J ;.� o',z/ z h 8,190 SFt = LOT LINE _ _ / z z 8,28E SFf M 6,543 SFt o EASEMENT LINE CENTERLINE 4`3. o" / / (T) TOTAL OO,,�� 20p1? / (1)(3) <� C3 � �� (R) RADIAL BEARING 51.89' � N2p4S3333g8 _ (M-M) MONUMENT TO MONUMENT a�30• R� FR % 41 N60 J N78°17'53.96' (M-ML) MONUMENT TO MONUMENT LINE R\ S03q CS2 0 NZOy91/f l^ %o q?4'FR - �\ \\ 30"W 163.96' ^ 58.11' (M-PL) MONUMENT TO PROPERTY LINE q�8 g22q• R "�' iN N�Og O1 w 48.52 FOUND STANDARD STREET MONUMENT 5224' S2.00' 8s. � o z N8T01'04"E O' 4`320 (1)(3) 1033j, 96' \\\\ \\ a ti ti` N88'17'58"W N86°12'30"E PER REFERENCE NOTED \ \ 0,2 °C7% \\ \\ o ¢w • FOUND MONUMENT AS NOTED \ \� (op669g Io NQ030'11"W i w--- PARCEL F 5/8"ERBAR)AND CAP,LS 7960 SET2.84 ACt -- --- OO SET STANDARD STREET MONUMENT, - LS 7960 7 \ 1,j>�, --- O SET 5/8"REBAR AND CAP,LS 7960 \ 121¢ •r11�1T�r EVAE EMERGENCY VEHICLE ACCESS EASEMENT o NO `��05p 11"µ, o%\ LU�R D�j n•r R=640.00' d=34'1T1T L=383.00' 2\�23fq 91"J3j• ry� \ `�Vl: PAE PUBLIC ACCESS EASEMENT \\ - PRAE PRIVATE ACCESS EASEMENT �JP p p `//PARCEL MAP NO. 423 0p° PUE PUBLIC UTILITY EASEMENT PARCEL E (850 PM 44) \ d-34'1T17"-L=402.15 M-M)�(3� _ SSE PUBLIC SANITARY SEWER EASEMENT 4 \ WLE PUBLIC WATER LINE EASEMENT Nl j W _ SNF SEARCHED,NOT FOUND g J CURVE TABLE �� 4 � \\��� ��-_ / w 4Q 'OG NO RADIUS DELTA LENGTH '--- -----_ _ �w C3 418.00' 4'45'22" 34.70' CURVE TABLE ------------------------ SEE SHEET 3 FOR REFERENCES. I--I CURVE TABLE C4 28.00' 60'43'40" 29.68' NO RADIUS DELTA LENGTH CURVE TABLE CURVE TABLE SEE SHEET 4 FOR MONUMENT NOTES AND NO RADIUS DELTA LENGTH C5 28,00' 44.05'25" 21.55' C8 50,00' 3'26'36" 3.00' NO RADIUS DELTA LENGTH NO RADIUS DELTA LENGTH NOTES: ABANDONMENT NOTE. 01 450.00' 1'09'38" 9.12' C6 35,00' 40'07'09" 24.51' C9 41,50' 34'33'37" 25.03' Cll 34.00' 66'07'26" 39.23' C13 34.00' 28'08'59" 16.70' SEE SHEETS 10-12 FOR SANITARY SEWER [I] 1. ALL DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND WATER LINE EASEMENT DETAILS. C2 418.00' 1'35'44" 11.64' C7 29.00' 71'32'41 36.21' 1 C10 43.50' 39'31'03" 30.00' C12 34.00' 37'58'27" 22.53' C14 28.00' 46'44'13" 22.84' AND DECIMALS THEREOF. a 2. ALL TIES SHOWN ARE PERPENDICULAR UNLESS OTHERWISE NOTED. JOB NO.3778-000 SHEET 8 OF 13 D...ip Envelope ID:492CF6C7-3C9A449F-BA0B-FF7C50575EBE LINE TABLE LINE TABLE BASIS OF BEARINGS. LEGEND FINAL MAP OF NO BEARING LENGTH NO BEARING LENGTH THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND SUBDIVISION BOUNDARY LINE SCOTT RANCH Li NOO°36'30"E 5.00' L10 N35'43'33"E 6.50' (R) MONUMENTS ON WINDSOR DRIVE,THE BEARING BEING N74°52'32"E PER RIGHT OF WAY LINE L2 N29'23'30"W 20.81' L11 NO3'47'30"W 1.00' (R) RECORD OF SURVEY(458 M 22). LOT LINE A PLANNED UNIT DEVELOPMENT,CONSISTING OF 13 SHEETS L3 N74'52'32"E 61.93' L12 N64'07'43"W 40.00' EASEMENT LINE BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON PARCEL NOTES. CENTERLINE N MAP N0.311,FILED IN BOOK 574 OF MAPS,AT PAGE 37,AND PARCEL AAS L4 N15'07'28"W 10.00' L13 N56'02'59"E 48.21' SHOWN ON PARCEL MAP NO.423SCOTT RANCH,FILED IN BOOK 850OF (T) TOTAL MAPS,AT PAGE 44,IN THE OFFICE OF THE COUNTY RECORDER L5 N74°52'32"E 30.00' L14 N6T2T21"W 22.3T 1. ALL DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. (R) RADIAL BEARING CITY OF PETALUMA,COUNTY OF SONOMA,CALIFORNIA L6 N15'0T28"W 10.00' L15 N86'12'30"E 277,35' 2. ALL TIES SHOWN ARE PERPENDICULAR UNLESS (M-M) MONUMENT TO MONUMENT 11.23f ACRES APNO19-120-040&-041(PORTION) 28LOTS&6PARCELS L7 N86°12'30"E 17.54' Lib 186'12'30"E 332,77' OTHERWISE NOTED. (M-ML) MONUMENT TO MONUMENT LINE SAN RAMON (925)866-0322 L8 N20°51'46"E 36.57' L17 NO3'47'30"W 25.00' SEE SHEET 3 FOR REFERENCES. (M-PL) MONUMENT TO PROPERTY LINE Cb� ROSEVILLE (916)788-4456 FOUND STANDARD STREET MONUMENT PER r/ www.cennoc.com L9 N57'OS'15"W 10.00' (R) SEE SHEET 4 FOR MONUMENT NOTES AND REFERENCE NOTED , ABANDONMENT NOTE. CIVIL ENGINEERS SURVEYORS PLANNERS • FOUND MONUMENT AS NOTED SCALE:1"=40' AUGUST 2024 SEE SHEETS 10-12 FOR SANITARY SEWER X 5/8"REBAR AND CAP,LS 7960,SET PER(8) SI�D S).�N SHEET AND WATER LINE EASEMENT DETAILS. Oo SET STANDARD STREET MONUMENT,LS 7960 O SET 5/8"REBAR AND CAP,LS 7960 40' 0' 20' 40' 80' 160' KULASINGAM SCHOTTSTAEDT 2021-050143 2010-089204 EVAE EMERGENCY VEHICLE ACCESS EASEMENT 3 PAE PUBLIC ACCESS EASEMENT GRAPHIC SCALE PRAE PRIVATE ACCESS EASEMENT P0URTAH_FRI WILMS I ZOHREH RUE PUBLIC UTILITY EASEMENT 2013-046792 I 2010-040573 �UN IRON PIPE 7003-0°3431SSE PUBLIC SANITARY SEWER EASEMENT 5 4 E(�.I M ?7) CORNER OF WEE PUBLIC WATER LINE EASEMENT N89°23'30"W 924.21'(M-M) SHE SEARCHED,NOT FOUND N89°27'04"W 578.85' PARCEL E 6741 1� 3.5'RUE N89'23'30"W 175.00' L1 <�26.29' SNF 8 L11 C4\ 14 N53'45'50"W(R) L15 p 'I e 10,879 SFt o�o� L16(M-M) N75°52'360"E R A / BARN VIEW COURT L10 N89°23'30"W 148.34' VIEW L17 _ 52.56' 50.04' 45.74' / ^�S7 (PRIVATE STREET) 51 Ilk ARCEL F /~Ip• - '��'� 2.84 AC} 41 QJ4. 6.690 SF}3 12 p- 11 6,464 SF} z p=13R-290.00' R- / 'rMo 0 5,313 SF}(NET) H " f 8,137 SF} z .Y�y3°V' i SNF 3 5 W J z 10 a 6.945 SF}(NET) g2�2 L7 N5a �' o'� 3 6,471 SF} N6g'17.3p o-, R=258.00' 4=38'29'S0=5 - - 3 ' 350.5 / .(3) N64'00'56"W R C22 Nj45232 61'�3�a 1 _--- N64'10'15"WR C21 (6)• Na2'it'45"E Na7 01'o4"E Aa lM-MX CURVE TABLE NO RADIUS DELTA LEN ClKOO' 62°5852" 54 R=640.00' A=34°1717 WDJ 3 \'(1)(3) V`1 ��--[- C2 50.00' 46°59'09" 41r ry ry u 'C C3 50.00' 40°09'03" 35 717 m C4 43.50' 39°31'03" 30 PARCEL MAP NO. 42349.0 CS 850.00' 3'20'45" o a PARCEL H C6 b50.00' 3'11'26" 47.33 __- --- -- - (350 PNI 44) JOB NO.3778-000 SHEET 9 OF 13 D...ip Envelope ID:492CF6C7.3C9A449F-BA0B.FF7C50575EBE 2 PARCEL E FINAL MAP OF Lll SCOTT RANCH 3 �6S2o 62 0l I� PARCEL A (E8114 PUE) BARN VIEW COURT _ j//^ A PLANNED UNIT DEVELOPMENT,CONSISTING OF 13 SHEETS (y JI J (PRIVATE STREET) L5g /v _N86°12'30"E 76,80_ _ BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON PARCEL N \8" N86 2'30"E 219.7T / MAP NO.311,FILED IN BOOK 574 OF MAPS,AT PAGE 37,AND PARCEL A AS 6S2p, \ �9 L61 ___ _ _______ _______ N86'12'30"E 42.54' L32 17 L56 52 L45 -L41� - 'a\ / /� SHOWN ON PARCEL MAP NO.423SCOTT RANCH,FILED IN BOOK 850OF r4 N86°1230E 49.08 N86'12'30"E 50.58'M \ ° MAPS,AT PAGE 44,IN THE OFFICE OF THE COUNTY RECORDER a• �I �I IM L57 � I I 1S�\ < L19 CITY OF PETALUMA,COUNTY OF SONOMA,CALIFORNIA l J f L50 47 43 L39 Las J �L20��6p33?W 3 11.23f ACRES APN 019-120-040&-041(PORTION) 28 LOTS&6 PARCELS /► SAN RAMON (925)866-0322 ROSEVILLE • (916)788-4456 / .y0 L-L25- -J/tea �•►•••IYY// www.cennoc.com 4 5 6 7 8 1 L21 L27 < I CIVIL ENGINEERS SURVEYORS PLANNERS S h \ SCALE:1"=30' AUGUST 2024 WATER LINE EASEMENT 6sJ L23 EASEMENT DETAIL SHEET 9 10 30' 0' 15' 30' 60' 120' b w, n LINE TABLE LINE TABLE GRAPHIC SCALE NO BEARING LENGTH NO BEARING LENGTH LINE TABLE LINE TABLE LINE TABLE LINE TABLE Li N24'39'49"E 10.00' L11 N86'12'30"E 5.00' NO BEARING LENGTH NO BEARING LENGTH NO BEARING LLENGTH NO BEARING LENGTH L2 S48°47'30"E 39.57' L12 S03°47'30"E 23.50' L21 N89'41'33"W 30.36' L30 NO3'47'30"W 54.38' L39 N86'12'30"E L48 NO3'47'30"W 15.50' LINE TABLE \ \�C6 L3 S00°36'30"W 10.00' L13 N48'47'30"W 23.64' L22 N00'36'30"E 20.71' L31 NO3'47'30"W 40.39' L40 NO3'47'30"W L49 NO3'47'30"W 15.50' NO BEARING LENGTH ll�lTT(p� T C3 <6J L4 N48'47'30"W 39.13' L14 N41'12'30"E 24.55' L23 N89'23'30"W 5.00' L32 N86'12'30"E 7.50' L41 N86'12'30"E L50 N86'12'30"E 5.00' L57 N59'39'49"E 2.75' LUQ L5 N75°20'11"W 21,00' L15 N24'37'16"E 21,62' L24 N00'36'30"E 18,19' L33 N48'47'30"W 25,69' L42 NO3'47'30"W L51 NO3'47'30"W 15.50' L58 N86'12'30"E 7.62' (TIE) L �C L6 N14'39'49"E 10,00' Lib N65'22'44"W 5.00' L25 N89'41'33"W 27.20' L34 N45'18'27"E 33.95' L43 N86'12'30"E 10.00' L52 N86'12'30"E 45.58' L59 NO3'47'30"W 1.00' (TIE) L7 N75°20'11"W 21.00' L17 N24'37'16"E 22.35' L26 N00'18'27"E 13.50' L35 NO3'47'30"W 15.50' L44 NO3'47'30"W 14.00' L53 NO3'47'30"W 15.50' L60 N86'12'30"E 23.59' L8 N24'39'49"E 11.00' L18 N41'12'30"E 25.28' L27 N89'41'33"W 3.96' L36 N86'12'30"E 5.00' L45 N86'12'30"E 22.50' L54 N86'12'30"E 5.00' L61 NO3'47-30"W 1.00' (TIE) L9 N59'3949"E 13.84' L19 N48'47'30"W 12.61' L28 N45'18'27"E 24.58' L37 NO3'47'30"W 15.50' L46 NO3'47'30"W 15.50' L55 NO3'47'30"W 15.50' L62 N86'12'30"E 7.61' 1 N6S2, L10 NO3'47'30"W 23.50' L20 N89'41'33"W 15.78' L29 NO3'47'30"W 16.60' L38 NO3'47'30"W 15.50' L47 N86'12'30"E 5.00' L56 N86'12'30"E 20.86' L63 N70°50'11"W 16.35' 2 PARCEL E 2 3 N8612'30"E 317.2V nL58 --�- --------- ------ --------- ---- ---- ° PARCEL A N86°12'30"E 310-i3' BARN VIEW COURT 14 28,114 SFt (PRIVATE STREET) N89°23'30"W13533' __42.55'892330"W 13903' L�J 4 5 6 7 811 � 12 / CURVE TABLE SANITARY SEWER EASEMENT NO RADIUS DELTA LENGTH 9 10 SEE SHEET 3 FOR REFERENCES,BASIS OF rI Cl 418.00' 1°22'51 10.07' BEARINGS AND LEGEND. C2 418.00' 3'14'15" 23.62' SEE SHEET 4 FOR MONUMENT NOTES AND C3 418.00' 1'22'36" 10.04' ABANDONMENT NOTE. -- / C4 60.00' 12'47'31" 13.40' \ CS 57.00' 10'27'37" 10.41' NOTES: W C6 418.00' O'04'52" 0.59' 1. ALL DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND 2 OTHERWISE TIES SHOWN THEREOF.MALS HOWN ARE PERPENDICULAR UNLESS a JOB NO.3778-000 SHEET 10 OF 13 13...ip Envelope ID:492CF6C7-3C9A449F-BA0B-FF7C50575EBE FINAL MAP OF SCOTT RANCH A PLANNED UNIT DEVELOPMENT,CONSISTING OF 13 SHEETS BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON PARCEL MAP NO.311,FILED IN BOOK 574 OF MAPS,AT PAGE 37,AND PARCEL A AS SHOWN ON PARCEL MAP NO.423 SCOTT RANCH,FILED IN BOOK 850 OF MAPS,AT PAGE 44,IN THE OFFICE OF THE COUNTY RECORDER N CITY OF PETALUMA,COUNTY OF SONOMA,CALIFORNIA 11.23f ACRES APN 019-120-040&-041(PORTION) 28 LOTS&6 PARCELS 26 ® SAN RAMON (925)866-0322 ROSEVILLE (916)788-4456 25 •••IYY�// yyyyyy.CeANUG.COM CIVIL ENGINEERS SURVEYORS PLANNERS 24 LINE TABLE SCALE:1"=30' AUGUST 2024 7—2367'— —N8923'30"Vy 10723, NO BEARING LENGTH L--- — 23 L1 NDD'36'3D"E 10.00' EASEMENT DETAIL SHEET N89-2330"W jp¢08,— __ \ 30' 0' 15' 30' 60' 120' \ 22 L2 N48'36'301E 1.00' (TIE) CURVE TABLE w � N \\ L3 N41'23'30"W 2.85' NO RADIUS DELTA LENGTH GRAPHIC SCALE 27 \ \tisy? 2 L4 N00'36'30"E 2.50' (TIE) C1 478.00' 1'15'26" 10.49' \�Oti L5 N89'23'30"W 27,65' C2 478.00' 338'36" 30,40' SEE SHEET 3 FOR REFERENCES,BASIS OF BEARINGS AND LEGEND. \ 20 SEE SHEET 4 FOR MONUMENT NOTES AND ABANDONMENT NOTE. \ o � 28 `\\ -� 19 NOTES: L5 --N8973-0_yy_12747, 1. ALL DISTANCES AND DIMENSIONS ARE SHOWN IN FEET _ AND DECIMALS THEREOF. L4 ___ --- 2. ALL TIES SHOWN ARE PERPENDICULAR UNLESS -N89'23'30"W 1283,— —_ 18 OTHERWISE NOTED. �TO, — q 0 17 SANITARY SEWER EASEMENT \ 16 ti \\ \ \\x >\ �\ \ 15 \ ' R \ \ >1 I\ L3 �ry-P A"I"wP I--I JOB NO.3778-000 SHEET 11 OF 13 D...ip Envelope ID:492CF6C7.3C9A449F-BA0B.FF7C50575EBE FINAL MAP OF LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE SCOTT RANCH NO BEARING LENGTH NO BEARING LENGTH NO BEARING LENGTH NO BEARING LENGTH NO BEARING LENGTH NO BEARING LENGTH L1 N59'51'30"E 16.83' L13 N00'18'27"E 16.06' L25 N3536'30"E 16.50' L37 NOO°36'30"E 27.72' L49 N23'06'30"E 27.60' L61 N41°23'30"W 5.00' A PLANNED UNIT DEVELOPMENT,CONSISTING OF 13 SHEETS BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON PARCEL L2 N86°23'30"W 14.98' L14 N89'41'33"W 30.91' L26 N54'23'30"W 12.50' L38 N89°23'30"W 5.00' L50 N66'53'30"W 5.00' L62 N48'36'30"E 27.79' MAP NO.311,FILED IN BOOK 574 OF MAPS,AT PAGE 37,AND PARCEL AAS L3 NOO'36'30"E 18.29' L15 N00'18'27"E 10.00' L27 N35'36'30"E 10.00' L39 NOO°36'30"E 27.72' L51 N23'06'30"E 27.60' L63 N41°23'30"W 36.72' SHOWN ON PARCEL MAP NO.423SCOTT RANCH,FILED IN BOOK 850OF MAPS,AT PAGE 44,IN THE OFFICE OF THE COUNTY RECORDER L4 N89°23'30"W 5.00' Lib N89'41'33"W 38.41' L28 N54'23'30"W 27.98' L40 N89°23'30"W 30.86' L52 N66'53'30"W 29.41' L64 N86'23'30"W 7.81' CITY OF PETALUMA,COUNTY OF SONOMA,CALIFORNIA L5 NOO°36'30"E 23.04' L17 NOO'18'27"E 19.87' L29 N44'23'30"W 6.68' L41 N66°53'30"W 9.24' L53 N41'23'30"W 4.83' L65 N59'51'30"E 13.80' 11.23f ACRES APN 019-120-040&-041(PORTION) 28 LOTS&6 PARCELS L6 N44'23'30"W 5.36' L18 N5423'30"W 24.02' L30 N89'23'30"W 8.38' L42 N13'06'30"E 25.49' L54 N48'36'30"E 24.67' L66 N32'56'52"W 19.00' SAN RAMON (925)866-0322 ROSEVILLE (916)788-4456 L7 N45'36'30"E 8.63' L19 N35'3C30"E 17.50' L31 NOO'3C30"E 30.8C L43 N76'53'30"W 5.00' L55 N41'23'30"W 5.00' L67 N32'5C52"W 19.00' www.cennoc.com L8 N89°23'30"W 17.50' L20 N5423'30"W 12.54' L32 N5923'30"W 5.00' L44 N13'06'30"E 26.37' L56 N48'36'30"E 24.67' L68 N89'23'30"W 3.63' (TIE) CIVIL ENGINEERS SURVEYORS PLANNERS L9 NOO°36'30"E 5.00' L21 N35'36'30"E 6.50' L33 N00'36'30"E 29.52' L45 N66°53'30"W 13.95' L57 N48'36'30"E 27.79' L69 N41°23'30"W 12.49' (TIE) SCALE:1"=30' AUGUST 2024 L10 N89°23'30"W 15.43' L22 N54'23'30"W 7.54' L34 N15'07'00"E 32.00' L46 N23°06'30"E 25.91' L58 N41'23'30"W 5.00' L70 N28'49'20"W 0.84' (TIE) EASEMENT DETAIL SHEET L11 N45°36'30"E 6.56' L23 N35'36'30"E 11.50' L35 N74'53'00"W 5.00' L47 N23°06'30"E 26.22' L59 N48'36'30"E 27.79' 31 0' 11 31 61 120' L12 N44°23'30"W 4.25' L24 N5423'30"W 7.83' L36 N15'07'00"E 30.71' L48 N66°53'30"W 12.94' L60 N48'36'30"E 27.79' GRAPHIC SCALE 24 23 22 �`'/-�s 21 �23 �l2y ti� L�2 20 27 19 Lib _J �o 3S u>�-- - iw i (? L38 JL _ _ / /,� �, L43 18 L14T `+YDS,L11�,C C3 <Sp \ 28 L1��� l2g N8923'30"W 45.06'-L�rN89'23'- 54.29' 40 L�q l O - J�s L30 L68--- -- --A-n-��-!'--T 70D C r \S /„ 17 L8 JI M---N89°23'30"W 155,66' HD Bt1M COV1�T ---I \�� �/48 // \� �/ C2 (PRIVATE STREET) N6 \ \ / WATER LINE EASEMENT \\ L553 16 \ 15F CURVE TABLE \\ A�2,� \ \\`70 is V/, NO RADIUS DELTA LENGTH \\ o�\\ \\So9 bo/ Cl 478.00' L20'31 11.19' C2 4015.73' 013'18" 15.54' \\ \\ \ l66'\ v/ / v SEE SHEET 3 FOR REFERENCES,BASIS OF BEARINGS AND LEGEND. C3 225.00' 2°32'52'" 10.01' SEE SHEET 4 FOR MONUMENT NOTES AND C4 599.00" 2°48'22" 29.34' \) \\ L64 6S L70 \�/ ABANDONMENT NOTE. ° C5 580.00' 0°59'16" 10.00' 1 \�- i�X/ I--I C6 200.00' 0'53'58" 3.14' (TIE) ,�° L2 C7 NOTES. C7 600.00' 0'25'29" 4.45' \ �aL/J \ 1. ALL DISTANCES AND DIMENSIONS ARE SHOWN IN FEET \ AND DECIMALS THEREOF. \ p � 2. ALL TIES SHOWN ARE PERPENDICULAR UNLESS OTHERWISE NOTED. JOB NO.3778-000 SHEET 11 OF 13 D...ip Envelope ID:492CF6C7-3C9A449F- DB-FF7C50575EBE FINAL MAP OF SCOTT RANCH A PLANNED UNIT DEVELOPMENT,CONSISTING OF 13 SHEETS BEING A SUBDMSION OF PARCEL I AS SHOWN ON PARCEL MAP NO.311,FILED IN BOOK 574 OF MAPS,AT PAGE 37,AND PARCEL A AS SHOWN ON PARCEL MAP NO.423SCOTT RANCH,FILED IN BOOK 850OF MAPS,AT PAGE 44,IN THE OFFICE OF THE COUNTY RECORDER CITY OF PETALUMA,COUNTY OF SONOMA,CALIFORNIA 11.23f ACRES APN 019-120-040&-04 1(PORTION) 28 LOTS&6 PARCELS Cbg SAN RAMON (925)866-0322 ROSEVILLE (916)788-4456 NNVW.CBAN.—M CIVIL ENGINEERS SURVEYORS PLANNERS AUGUST 2024 ADDITIONAL INFORMATION SHEET ADDITIONAL INFORMATION SHOWN ON THIS SHEET IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST PER STATE OF CALIFORNIA GOVERNMENT CODE SECTION 66434.2(A)OF THE SUBDIVISION MAP ACT. NOTES THOSE AREAS OF LAND DESIGNATED AS"PRIVATE ACCESS EASEMENT"(PRAE)FOR PRIVATE INGRESS AND EGRESS PURPOSES FOR THE OWNERS AND TENANTS OF THE LOTS AFFECTED HEREON. PARCELS A AND B ARE HEREBY RESERVED AS PRIVATE STREETS AND ARE TO BE CONVEYED TO THE HOMEOWNERS ASSOCIATION SUBSEQUENT TO THE FILING OF THIS MAP. PARCELS C,D,E,AND F ARE HEREBY RESERVED AS OPEN SPACE AND ARE TO BE CONVEYED TO THE HOMEOWNERS ASSOCIATION SUBSEQUENT TO THE FILING OF THIS MAP. POST FILING OF THIS FINAL MAP,LOT SPECIFIC DEVELOPMENT AND/OR IMPROVEMENTS ON THE LOTS SHOWN HEREON ARE SUBJECT TO CONDITIONS OF APPROVAL FOR THE SCOTT RANCH SUBDIVISION AS APPROVED UNDER RESOLUTION 2023-025 N.C.S. PROPERTY IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THAT"MEMORANDUM OF AGREEMENT"BETWEEN DAVIDON HOMES AND EARTH ISLAND INSTITUTE RECORDED JUNE 28, 2018,AS INSTRUMENT NO. 2018-0461 7 3 OF OFFICIAL RECORDS. RECIPROCAL PRIVATE STORM DRAIN EASEMENTS BETWEEN PARCEL B(PRIVATE STREET)AND PARCEL B OF PARCEL MAP NO. 423 WILL BE CREATED BY SEPARATE INSTRUMENT SUBSEQUENT TO THE FILING OF THIS MAP. PRELIMINARY JOB NO.3778-000 SHEET 13 OF 13