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HomeMy WebLinkAbout528M50OWNER'S STATEMENT THE UNDERSIGNED, BEING THE ONLY PARTY HAVING A RECORD TITLE INTEREST IN THE LAND DELINEATED AND EMBRACED WITHIN THE HEAVY BLACK LINES UPON THIS MAP, DOES HEREBY CONSENT TO THE MAKING AND RECORDATION OF THE SAME, AND DO HEREBY DEDICATE IN FEE FOR PUBLIC USE THOSE PORTIONS OF SAID LANDS DESIGNATED ON SAID MAP AS: SHASTA LANE, TIOGA LOOP, AND YOSEMITE PLACE. PARCELS C, F, H, J. L, P, Q AND R ARE OFFERED TO THE HOMEOWNER'S ASSOCIATION OF SUBDIVISION 9375 FOR: INGRESS & EGRESS, DRAINAGE, SEWER, STORM DRAIN, AND LANDSCAPING PURPOSES, AND MAINTENANCE OF SAID UTILITIES.SAID PARCELS TO BE CONVEYED TO THE HOME OWNER'S ASSOCIATION BY SEPARATE INSTRUMENT SU8SEQUENT TO THE FILING OF SAID MAP, PARCELS A AND K ARE OFFERED TO THE CITY OF HERCULES FOR PUBLIC PARK PURPOSES, TO BE DEDICATED IN FEE TO THE CITY OF HERCULES BY SEPARATE INSTRUMENT SUBSEQUENT TO THE FILING OF SAID MAP. PARCELS B, D. E, G, I, M, N, 0, S AND U ARE OFFERED TO THE HOMEOWNER'S ASSOCIATION OF SUBDIVISION 9375 FOR: OPEN SPACE, DRAINAGE AND LANDSCAPING PURPOSES. SAID PARCELS TO BE CONVEYED TO THE HOME OWNER'S ASSOCIATION BY SEPARATE INSTRUMENT SUBSEQUENT TO THE FILING OF SAID MAP - PARCEL T SLOPE AREA ALONG WITH PRIVATE ACCESS EASEMENT (P -A-E-) OVER PARCEL B TO BE CONVEYED TO ADJACENT PROPERTY OWNER BY SEPARATE INSTRUMENT SUBSEQUENT TO THE FILING OF SAID MAP. THE AREA DESIGNATED AS "P.U.E." OR PUBLIC UTILITIES EASEMENT ARE OFFERED TO THE CITY OF HERCULES, OR ITS DESIGNEE, FOR UTILITY PURPOSES INCLUDING: WATER AND UNDERGROUND ELECTRIC FACILITIES, INGRESS, EGRESS, AND CONSTRUCTION AND MAINTENANCE OF SAID UTILITIES. THE AREAS DESIGNATED AS "E.V.A.E.' OR EMERGENCY VEHICLE ACCESS EASEMENT ARE OFFERED TO THE CITY OF HERCULES, OR ITS DESIGNEE, FOR INGRESS AND EGRESS OF EMERGENCY VEHICLES. THE AREAS DESIGNATED AS'P.A.E.' OR PRIVATE ACCESS EASEMENT ARE NOT HEREBY DEDICATED FOR USE BY THE GENERAL PUBLIC, BUT ARE FOR THE BENEFIT OF AND APPURTENANT TO THE LOTS AND PARCELS OF SUBDIVISION 9375 FOR THE PURPOSE OF INGRESS AND EGRESS- MAINTENANCE OF THE EASEMENT IS TO BECOME THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION ALL IN ACCORDANCE WITH THE SUBDIVISION RESTRICTIONS GOVERNING THIS PROJECT. THE AREAS DESIGNATED AS 'P-S.E." OR PUBLIC SERVICE EASEMENT ARE OFFERED TO THE CITY OF HERCULES, OR ITS DESIGNEE. THE AREA DESIGNATED AS'L.E.' OR LANDSCAPE EASEMENT IS OFFERED TO THE HOMEOWNER'S ASSOCIATION OF SUBDIVISION 9375 FOR INSTALLATION AND MAINTENANCE OF LANDSCAPED AREAS, AND EXCLUDES ANY HARDSCAPING SUCH AS: SIDEWALKS, DRIVEWAYS, PATHWAYS, CURBS, GUTTERS AND PAVEMENT. THE AREA MARKED'EBMUD' IS DEDICATED TO EAST BAY MUNICIPAL UTILITY DISTRICT AS A PERPETUAL EASEMENT, FOR THE PURPOSE OF CONSTRUCTING, REPLACING, MAINTAINING, OPERATING, AND USING FOR THE TRANSMISSION AND DISTRIBUTION OF WATER, A PIPE OR PIPELINES AND ALL NECESSARY FIXTURES INCLUDING UNDERGROUND TELEMETRY AND ELECTRICAL CABLES OR APPURTENANCES THERETO; IN, UNDER, ALONG AND ACROSS SAID EASEMENT. TOGETHER WITH THE RIGHT OF INGRESS TO AND EGRESS FROM SAID EASEMENT AND THE RIGHT AT ALL. TIMES TO ENTER IN, OVER, AND UPON SAID EASEMENT AND EVERY PART THEREOF. THE EASEMENT AREA MAY BE LANDSCAPED IN A MANNER CONSISTENT WITH EAST BAY MUNICIPAL UTILITY DISTRICTS USE; HOWEVER, NO BUILDING OR STRUCTURE MAY BE PLACED ON SAID EASEMENT, NO TREES MAY BE PLANTED WITHIN THE EASEMENT AREA AND NO CHANGES MAY BE MADE TO THE EXISTING SURFACE ELEVATM (GRADE) OF THE EASEMENT AREA BY MORE THAN ONE (1) FOOT, NOR SHALL ANYTHING BE DONE THEREON WHICH MAY INTERFERE WITH EAST BAY MUNICIPAL UTILITY DISTRICTS FULL ENJOYMENT OF SAID EASEMENT. RESIDENTIAL LOTS MAY BENEFIT FROM AND MAY BE SUBJECT TO PRIVATE YARD EASEMENTS (PYE) THAT ARE FURTHER DEFINED IN THE GC&RS FOR MUIR POINTE SUBDIVISION 9375. THIS MAP SHOWS ALL EASEMENTS ON THE PREMISES, OR OF RECORD, AS DISCLOSED IN THE PRELIMINARY TITLE RI T PREPARED BY FIRST AMERICAN TITLE COMPANY DATED APRIL 19, 2015. BY: � Y AUTHORIZED REPR OF. 21 2016 4:52pm OF CALIFORNIA, LLC, A CAUFORN€A LIMITED LIABILITY COMPANY I.cnq I e P \ 19781 SRV\NIAPPIING\FIA\SUB9375_FMGI—❑7_RFV-I]WG MUIR POINTE SUBDIVISION No. 9375 A SUBDIVISION OF A PORTION OF PARCEL 1, SUBDIVISION 8754, AS RECORDED IN BOOK 460 OF MAPS AT PAGES 16 THROUGH 19, CONTRA COSTA COUNTY RECORDS, CITY OF HERCULES, CONTRA COSTA COUNTY, CALIFORNIA mmy&s0mnA FNQNF-RS I JkNNERS SURrrYQRS S142R FRARKUN RR, PLEASWTUN, CA 94S5fl (925)215-JblJU JUNE 2016 PROJECT SITE RODEO SAN err a PABLO ERCULE.S �� r ,vA Y. VICINITY MAP N-1 S. OWNER'S ACKNOWLEDGMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IOENTFFY 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 CONTRA COSTA } SS ON , ` 2016, BEFORE ME �&Sk olnnSoM1 A NOTARY PUBLIC, PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN HIS AUTHORIZED CAPACITY, AND BY HIS SIGNATURE ON THE INSTRUMENT THE PERSON, OR ENTITY UPON BEHALF OF WHICH THE PERSON ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND: S13NATURE: -` LLg"uL 'pt. Atmed2aLLe PRINTED NAME, NOTARY PUBLIC IN ANDFOR SAID COUNTY AND STATE PRINCIPAL COUNTY OF BUSINESS: �A 'mnmd1a COMMISSION EXPIRES: ber 2,41 20� COMMISSION # OF NOTARY:ys%1Q ?,L - TRUSTEE'S ACKNOWLEDGMENT: 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 � } ON �� _ 2016, BEFORE ME - A NOTARY PUBLIC, PERSONALLY APPEARED �r�/Liw►i_ r'tis 2... WHO PROVED TO ME ON THE BASI�10F SATISFACTORY EVIDENCE TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN HIS AUTHORIZED CAPACITY, AND BY HIS SIGNATURE ON THE INSTRUMENT THE PERSON, OR ENTITY UPON BEHALF OF WHICH THE PERSON ACTED, EXECUTED THE INSTRUMENT - I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND: SIGNATURE: Z. - [-,i^w PRINTED NAME, NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE PRINCIPAL PLACE OF BUSINESS: PI.f4.r C}I COMMISSION EXPIRES: craA.c tX Cl COMMISSION # OF NOTARY: TRUSTEE'S STATEMENT: THE UNDERSIGNED, FIRST AMERICAN TITLE INSURANCE COMPANY AS TRUSTEE UNDER THE DEED OF TRUST RECORDED MAY 8, 2015, AS INSTRUMENT NO. 2015-0089940, 'OFFICIAL RECORDS OF CONTRA COSTA COUNTY, CALIFORNIA, CONSENTS TO THE I'REPARD FILING OF THIS MAP OF "MUIR POINT SUBDIVISION Na. 9375', AND JOINS IN ALL OFFERS OF DEDIC I NZAT EI C. BY: 6Y: 414 PRINTED NAME & TITLE: S IV;Of E 'er PRINTED NAME & TITLE: DATE:[v f dti.I-l! �o DATE: CLERK OF THE BOARD OF SUPERVISORS' STATEMENT I STATE, AS CHECKED BELOW, THAT: ST L� A TAX BOND ASSURING THE PAYMENT OF ALL TAXES WHICH ARE NOW A LIEN, BUT NOT YET PAYABLE HAS BEEN 11 RECEIVED AND FILED WITH THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA - ALL TAXES DUE HAVE BEEN PAID, AS CERTIFIED BY THE COUNTY REDEMPTION OFFICER. $N WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND THIS AAY OF J 2016. COUNTY RECORDER'S STATEMENT CLERK OF THE BOARD OF SUPERVISORS COUNTY ADMINISTRATOR, COUNTY OF CONTRA COSTA, STATE OF CAUFORNI BY: DEPUTY COUNTY ERIC THE MAP ENTITLED, 'MUIR POINTE SUBMISION 375' I5 HER Y�ACCEPTED FOR RECORDATION SHOWING A C I* TITLE AS SUBD f ON GUARANTEE MADE BY Fit �C�1�iN 4CONTRA COSTA COUNTY, DATED DAY OF , Q _ 2016, AND AFTER EXAMINING THE SAME, I DEEM THAT SAID MAP COMPLIES IN ALL RESPECTS WITH TH ROVISIONS OF STATE LAWS AND LOCAL ORDINANCES GOVERNING THE FILING OF SUBDIVISION MAPS- ` FILED FOR RECORD THIS DAY C]F �j 21)1GAT �:.7(��+I., IN BOOK - 5U OF MAPS AT PAGES THROUGH _%, AT THE REQUEST fRST AMERICAN TITLE COMPANY IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY O,FdCONTRA COSTA, STATE OF CALIFORNIA. SERIES NO. U110 ' 1 i Al FEE: $-22� 0 AO JOSEPH CIA ILLA COUNTY RECORDER IN AND FOR THE COUNTY OF CONTRA COSTA, STATE OF CALIFORNIA p'1 I I q, 1pito SHEET 1 OF 7 IIv:' ► � A 19781.010 15?B 150 CITY CLERK'S STATEMENT STATE OF CALIFORNIA } COUNTY OF CONTRA COSTA )SS I, THE UNDERSIGNED IW CITY CLERK AND EX -OFFICIO CLERK OF THE CITY COUNCIL OF THE CITY OF HERCULES, COUNTY OF CONTRA COSTA, STATE OF CALIFORNIA; DO HEREBY STATE THAT THIS MAP, CONSISTING OF 7 SHEETS AND ENTITLED "MU(R POINTE SUBDIVISION No. 9375, CITY OF HERCULES, CONTRA COSTA COUNTY, CALIFORNIA WAS PR SENTED TO SAID CITY COUNCIL, AS PROVIDED BY LAW, AT A CITY COUNCIL MEETING HELD ON THE Mol DAY OF _ 2016, AND THAT BY RESOLUTION NO. - lb SAID CITY COUNCIL DD THEREUPON APPROVE SAID MAP AND DID ACCEPT ON BEHALF OF THE PUBLIC PARCELS "A" AND -K', ANY OF THE STREETS, ROADS, AVENUES OR EASEMENTS SHOWN THEREON AS DEDICATED TO PUBLIC USE, SUBJECT TO COMPLETION OF ALL IMPROVEMENTS IN ACCORDANCE WITH APPROVED PLANS AND PURSUANT TO THE SUBDIVISION AGREEMENT BETWEEN THE DEVELOPER OF SAID SUBDIVISION No. 9375 AND THE CITY OF HERCULES, IF ANY, AND ACCEPTANCE OF SUCH IMPROVEMENTS BY THE CITY OF HERCULES. I FURTHER STATE THAT ALL BONDS REQUIRED BY LAW TO ACCOMPANY THE WITHIN FINAL MAI' HAVE BEEN APPROVED BY THE CITY COUNCIL OF THE CITY OF HERCULES AND ARE FILED IN MY OFFICE. IN WITNESS, WHEREOF, I HAVE HEREUNTO SET MY HAND THIS eDAY OF 2016 j&j &* CITY CLERK CITY OF HERCULES, STATE OF CALIFORNIA PLANNING DIRECTOR'S STATEMENT I HEREBY STATE THAT THIS MAP GENERALLY CONFORMS TO THE VESTING TENTATIVE MAP 9375 APPROVED BY THE CITY COUNCIL OF THE CITY OF HERCULES, COUNTY OF CONTRA COSTA, STATE OF CALIFORNIA ON JULY 8, 2014, A if HOLLY P. *YTH Ilk; PLANNING IRECTOR CITY OF HERCULES STATE OF CALIFORNIA 06-2.1-2016 4ibSpm Long Lt 1'.\-.9/8'.`1SRV\NiAPPING\FM\'SVU9375-FMQi-'Q2-REV-PWG SURVEYOR'S STATEMENT 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 ORDINANCES AT THE REQUEST OF LD HERCULES LAND, LLC, A DELAWARE LIMITED LIABILITY COMPANY IN JUNE OF 2014. I HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP, AND THAT THE SURVEY IS TRUE AND COMPLETE AS SHOWN, AND THAT ALL MONUMENTS WILL BE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED WITHIN SIX (6) MONTHS OF THE COMPLETION OF THE IMPROVEMENTS, THAT SAID MONUMENTS WILL BE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. I FURTHER STATE THAT "M OINTE SUBDIVISION No. 9375, CITY OF HERCULES, CALIFORNIA" IS A SUBDIVISION INTO LOTS AND PARCELS OF CONTAINING 16.691 ACRES, MORE OR LESS. f LANA MR sG DATED: 4p,2 2016 IAN MACK l-lf PLS NO. 8817, NoM17 AT z' REGISTRO XPIRES: DECEMBER 31, 2017 Q Q CITY ENGINEER'S STATEMENT I, M +TFTs IL016WW . CITY ENGINEER OF THE CITY OF HERCULES, HEREBY STATE THAT I HAVE EXAMINED THIS FINAL MAP ENTITLED 'MUIR POINTE SUBDIVISION Na. 9375", THAT SAID SUBDIVISION AS SHOWN IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP AND ANY APPROVED ALTERATIONS THEREOF, AND THAT ALL THE PROVISIONS OF STATE LAWS AND LOCAL ORDINANCES GOVERNING THE FILING OF SUBDIVISION MAPS HAVE BEEN COMPLIED WITH, AND I AM SATISFIED THAT THE SAME IS TECHNICALLY CORRECT. VW 444e A"4.1. MIKE ROBERTS, CITY ENGINEER R.C.E. 50426 REGISTRATION EXPIRES: JUNE 30, 2017 CITY SURVEYORS'S STATEMENT DATED. - 1, wIEREBY STATE THAT THE MAP OF THIS SUBDIVISION WAS EXAMINED BY SAE OR UNDER MY DIRECTION ON BEHALF F THE CITY OF HERCULES AND I AM SATISFIED THAT SAID MAP IS TECHNICALLY CORRECT. DATE: ■ ^ ! AAV LLE CITY SURVEYOR R.C.E. 33227, EXPIRES ,TUNE 30, 2016 MUIR POINTE SUBDIVISION No. 9375 A SUBDIVISION OF A PORTION OF PARCEL 1, SUBDIVISION 6764, AS RECORDED IN BOOK 460 OF MAPS AT PAGES 16 THROUGH 19, CONTRA COSTA COUNTY RECORDS, CITY OF HERCULES, CONTRA COSTA COUNTY, CALIFORNIA MAGUY & WM E.14 EERS PLANNLRS SllIiJLv.6 51428 FRANKM DR, F116ANTOW CA WM (925;225-0690 SHEET 2 OF 7 JUNE 2016 19781.010 .SOA ti13141 V BRASS DISC • 'R=350.02' (R-1) '5=108°22'59"(R-1jAf PUNCH MARK /L=662.12 (R-1) \ PARCEL T 130 STAMPED' CO RCE 20269 A FOUND 1' PIPE PARCEL P NO TAG i S45 -E, 0.26' _ FROM TRUE CORNER ■ PARCEL car 1 132 _■. C �� f N ' 131 133134 130 135136 'Q. fl ■ 137 co C,) mom■ 129 138 13 128 127 - �'�' FOUND 2.5° 10fi i d5 `6 1 BRASS DISC yam, *� 104 PUNCH MARK1� o \ 12� I 10310 STAMPED , FOUND 2.5 , r RCE 20269 s'� BRASS DISC 125 101 0 ` PUNCH MARK at IQ 107 �� STAMPED o ' 124 o ` -0 124 RCE 20269 a 108 86 pAAC 123 122 ' o� 109 85 87 88 21 I 110 84 N37046' S$°IN 51-22' M-1 1 � � r 111 Q $3 51.17'(R-1)�f� ■ 12C ��r PARCEL 119 � 112 � 82 FOUND 314" IRON PIPE o g■ 118 113 a� 81 PARCEL BRASS TAG OLS 5035" a, ■ 114 80 BENT TO SOUTHEAST=� 117 r PER RS 57 LSM 23 115 79 q CO N40030'00"W ° 116 94.00' BNDY' C 1 _ U L r' ` r r'•` - 75 7 7 ■ 72 73 74 R=155.40' o -� ' 0=28°13'34" 89 70 71 L=76-36'-- z` 67 68 pPRG�I. Io _ BNDY ' 66 5s 57 5 60 59 g PARCEL B '% 61 m CP ° 63 fit — 9p0 ' To 0 65 54 FOUND 3., N57°47'44°W L ° pGE�1� . BRASS DISC 21 T . 81 _ + C3 _ • -89 00 �j►�r STAMPED N28°11'03'EL�f` ' R-}�-25025' Nps l r00 I ' FOUND 2.5" _ N `IY ¢ FOUND 2.5" 1 BRASS DISC �Q� 13�r3�� BRASS DISC STAMPED �� �ZY 4 P STAMPED I ' RCE 20269 X53 RCE 20269 ' 0 50 100 200 SCALE: 1"=100' 0- \1 R=350.02'(R-1) Rai 1� ti�,�a.�� ❑=63°28'00'(R-1) ■, Al L=387.72'(8-1) 9 46 , 1 40 141 1 42 143144 -16 ' �`� • , �-�, , ARCEL N T1Q��4 IS 00 99 98 �Q0 �� � FOUND 2.6' 30 ' BRASS DISC 37 ° 28 27 � E 9fi PARCEL G PUNCH MARK ( 95 aQF STAMPED PARCEL B �S �6 25 24 ASE 20269 89 90 91 I� 92 PARCEL I= � �' l I 93 CIER WAY .. � � , 94 23 22 21 20 19 18 17 PARCEL U 1. �� �r �t DSCDPUNCHMAR BRASS + r 1 m0 - STAMPED L86884 (' U' 0.67' NORTHEAST - _ PARCEL t3 ��' l OF PL SHASTA LANE '��'► �4 ■' �• 1452°13'01 "E 0.62` R-1 51 30 31 32 33 34 35 36 37 38 + 1 16 15 ~14 13 i 2 69.45' BNDY , N37°46' 59'W 265.25' M -CL p., I i 1 INTERSECTION 78 ii l N37°46'59'W 265.50 (R-1) 6 77 50 PARCEL H 39 r 2 PARCEL C , { N37°39' 18'W 265.57' M -M 4S 48 47 46 45 44 43 42 41 4D w 3 4 5 6 7 8 9 10 11 PARCEL A ,r �3 p Sp N 52 o PARCEL A_,� 55 54 53 .-.��PA_RGEL T_ - _ _ _ _ PAR EL E - -- -- R-1) - 6 413 -3 �R-1] Nfi4°53'08"W 851 .47' -BNDY [R-1) i SEE SHEET 3 R=900. 001 �R-1 j 0=1°45'04° L=27.50' BNDY N61°3� 5�° 3 - ��1p7 r JOHN MUIR PARKWAY (WIDTH VARIES) FOUND 3' N27_°21 ' 48 ° E (R) ! FOUND 3" -- — BRASS DISC (S27°21'48'IAj (R-2}FOUND 3 NS3°18`51'W BO.fi3' " BRASS DISC 60' STAMPED M - BRASS DISC � ^ STAMPED PARCEL 2 � E. LS 6684 FOUND 3 ° STAMPED N37 4fi' 59 W LS 6884 RECORD (R f 1) 1-4 PAx W I NO RECORD RCE 20269 14.73' M - Ui NO BRASS DISC 14 77'(8-1� ND 3" &0 1 STAMPED NOLRECORD - (N2$°ii'O6"E) (R-3` o �' �Y�Fj6.2A BRASS DISC LD E- LS 6884 STAMPED E4 NO RECORD 1X -21-2J76 4:54prn Lor•g Le N:\19181\SRV\V PPINGNFM\SUB9375-FM03-DING R-1 SUBDIVISION MAP 8764, BOOK 460 OF MAPS, ACE 16-19, CONTRA COSTA COUNTY RECORDS R-2 SERIES NO. 2014-0143669 CONTRA COSTA COUNTY RECORDS (R-3) SERIES NO. 2014-0143670 CONTRA COSTA COUNTY RECORDS BASS OF BEARINGS: TAKEN AS N37'416'59"W ON THE NORTHERLY LINE OF PARCEL 1 AS SHOWN ON SUBDIVISION 8764 FILED IN BOOK 460 OF MAPS AT PAGES 16-19 AS ESTABLISHED BY FOUND MONUMENTS. NOTES: 1. ALL DISTANCES SHOWN ARE GROUND LEVEL DISTANCES. 2. DISTANCES ARE IN FEET AND DECIMAL PARTS THEREOF. 3. WELL MONUMENTS SHOWN IN JOHN MUIR PARKWAY ARE NOT OF RECORD. 4. SEE SHEETS 3 & 4 FOR BEARINGS AND DISTANCES BETWEEN MONUMENTS AND TIES TO BOUNDARY IN JOHN MUIR PARKWAY - 5. PRIVATE YARD EASEMENTS (PYE) MAY BE CREATED AND DEFINED BY THE COVENANTS, CONDITIONS, AND RESTRICTIONS FOR MUIR POINTE, SUBDIVISION 9375. Life Table ' Bearing N71057'35'E Length 12.29' LS 6684 N25°07'52'E FOUND 3" L3 NO RECORD 7.04' BRASS DISC 5°42'06° 3.98` 4°01'10' 42.09' L LEGEND STAMPED LS 6884 - - BOUNDARY LINE NO RECORD M -M MONUMENT TO MONUMENT RIGHT OF WAY LINE M -PL MONUMENT TO PROPERTY LINE LOT LINE/PARCEL LINE PL PROPERTY LIME — — f - EASEMENT LINE LE LANDSCAPE EASEMENT EXISTING RIGHT OF WAY LINE EVAE EMERGENCY VEHICLE ACCESS EASEMENT — — — EXISTING PROPERTY LINE PAE PRIVATE ACCESS EASEMENT ----------- D(ISTING EASEMENT UNE PUE PUBLIC unLITY EASEMENT - MONUMENT LINE PSE PUBLIC SERVICE EASEMENT Q FOUND MONUMENT AS NOTED PSOE PRIVATE STORM DRAIN EASEMENT SET STANDARD STREET MONUMENT SF SQUARE FEET 'STAMPED °L5 8817" (R) RADIAL BEARING • FOUND 3/4* IRON PIPE OR AS NOTED { } PULLBACK DISTANCE 4 ANGLE POINT (R-1) REFERENCE BNDY BOUNDARY ,-■� CL CENTERLINE 13,1 INDICATES SHEET NUMBER EBMUD EAST BAY MUNICIPAL UTILITY DISTRICT `• �' EASEMENT FOR WATER LINE (DEDICATED FSE IX EXISTiNIG 1X -21-2J76 4:54prn Lor•g Le N:\19181\SRV\V PPINGNFM\SUB9375-FM03-DING R-1 SUBDIVISION MAP 8764, BOOK 460 OF MAPS, ACE 16-19, CONTRA COSTA COUNTY RECORDS R-2 SERIES NO. 2014-0143669 CONTRA COSTA COUNTY RECORDS (R-3) SERIES NO. 2014-0143670 CONTRA COSTA COUNTY RECORDS BASS OF BEARINGS: TAKEN AS N37'416'59"W ON THE NORTHERLY LINE OF PARCEL 1 AS SHOWN ON SUBDIVISION 8764 FILED IN BOOK 460 OF MAPS AT PAGES 16-19 AS ESTABLISHED BY FOUND MONUMENTS. NOTES: 1. ALL DISTANCES SHOWN ARE GROUND LEVEL DISTANCES. 2. DISTANCES ARE IN FEET AND DECIMAL PARTS THEREOF. 3. WELL MONUMENTS SHOWN IN JOHN MUIR PARKWAY ARE NOT OF RECORD. 4. SEE SHEETS 3 & 4 FOR BEARINGS AND DISTANCES BETWEEN MONUMENTS AND TIES TO BOUNDARY IN JOHN MUIR PARKWAY - 5. PRIVATE YARD EASEMENTS (PYE) MAY BE CREATED AND DEFINED BY THE COVENANTS, CONDITIONS, AND RESTRICTIONS FOR MUIR POINTE, SUBDIVISION 9375. Life Table Line # L1 Bearing N71057'35'E Length 12.29' L2 N25°07'52'E 16.77- L3 N46°12'06°W 7.04' Curve Table Curve # Radius Delta Length C1 77.00' 1506'44" 20.31' C2 C3 - 40.00 -600.00' 5°42'06° 3.98` 4°01'10' 42.09' MUIR POINTE SUBDIVISION No. 9375 A SUBDIVISION OF A PORTION OF PARCEL 1, SUBDIVISION $764, AS RECORDED IN BOOK 460 OF MAPS AT PAGES 16 THROUGH 19, CONTRA COSTA COUNTY RECORDS, CITY OF HERCULES, CONTRA COSTA COUNTY, CALIFORNIA MUDY&SOPS ENGINM6 P lANNFRS SURVEYORS 042U I IONKJN UR, KiMANION, CA 94Mb ,975]P7i-[1fi9C ,TUNE 2616 SHEET 3 OF 7 9:-P4 Am 19781.010 C?-* 62- 7, Ill U-11 cn Lor ._■- N3 0 207 7S ? A -.4s'59 # O PARCEL B r 1 Ng 6A 39 63646± SF r0 1 r63r 1 (1.46)± AC .011 R=43.00' N3 8 12 -�A=22°39'07" 46,S N _��' 1 LLF L=17.00 9 PARCEL SF LO 11971± a - m (0.27)± AC ` . o cr, _ A-23°06 09' z - - - - - - - - - - -- -N60°53'07"W 1$5.00'- - - - - N60°53'07"w 538.54' , N29°06'53'E N29006'53"E ' ■ _ L-24,19 21.00' 13.76' -68.25 . N6O°53'071LW 452.50` Il I 38 I 39 f 1 40 1 1 PARCEL B % . (R. N3,>o 1 I N52°13'02'E(R�� '123461 559"* I I---91.25'----- 7.04' '♦■- BNDY N60`53' 07"w 159.50' R -64,Q0, P,9R ` I IN=�¢=so SEL 1 - 0 212 a o0 1 I N60653'07"w � N 1 1 27fi.50 M -M u, to SHASTA w w 'LANE o C4 40.00' C5 4.00' C6 15.00' 0 2354± SF t- °r , f' I I EXISTING EASEMENT LINE - I N60053'07'1N 180.50' a " I^ - -42.00'- 1 N52013'02'E(R) 7.❑4' N60°53'07°W 276.50' Il N60053'07°W 159.50' PAR CEL D o Q0 CO LE'' SHASTA LANE - ,� -44.21 20.00N60°53'07"w 64.21' �SEE DETAIL-- 4 as �. .00' N60053'07°W 180.50' THIS SHEET k e If 25.5' _ LU - -47.25` - -42.00' - - 42.00'- ^ - -42.00' - 42.45' e+a 25.5' 1 25.5' o� 0 0) 32.25 42.00 42. UO 42.00 32.25 >, 2 n cy PARCEL N60°53' 07'W 190.50'!U o Ce) n- 2121± SF c+i 10511± SF EBMUD-PAE-PSE-EVAE-PUE (0.24)± AC N60053'07'W 349.58- R�40.00, 4'8 C5 C ������ r PARCEL D 35.20' °53'07"W 42.45' N09-14'41 -W /i ------------ DETAIL SCALE 1'°=20' �EFERENCES. R-1 SUBDIVISION MAP 5764, BOOK 460 OF AAPS, AGE 16-19, CONTRA COSTA COUNTY RECORDS R-2} SERIES NO. 2014-0143669 CONTRA COSTA AUNTY RECORDS R-3 SERIES NO. 2014-0143670 CONTRA COSTA 0 20 40 SO COUNTY RECORDS SCALE' 1 -40' WIS 4F BEARINGS: TAKEN AS N3746'59N ON THE NORTHERLY LME OF PARCEL 1 AS SHOWN ON SUBDIVISION 8754 FILED IN BOOK 460 OF MAPS AT PAGES 16-19 AS ESTABLISHED 13Y FOUND MONUMENTS. A=66'53'51' L=70.05' 4.. X877 N29°06'53°E ■ 16.50' 2124 0 .■ . l 5.00' ■ - L�23.56' j N60053'07"W 74.08' ■ N29°D6'53'E 20.00' 8.17' _ ■ . 1 I N60953'07'w 2 0 00' 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' 49.75' cD 50.54 _ _ _ m _ _ _ _ PARCEL A rn� LO o LOJ cv _ _ 4 - 5 L'i uai 7 $ 9 uai 1 uai 1 ,an ua-, 17874± SIP 0 3 �n �n 2121± SF o a 21211 SIF o v 2121± SF v a 2121} SF o 2121± SF o 0 2121± SF o 0 LO Ln Lo v 2121± SF o a 25121 SF a Q w (0.41)± AC L o �'� 04 3381± SF c U) ctl0v LO Ln v' a n°0i 0161 04 tm C14 �' -41 I z z z z o �❑ i 3' PSE � 42.00' 42.00' 42.00' 42.00' 42 00' 42 00' 42 00' 49 75' °y •ry 1. ALL DISTANCES SHOWN ARE GROUND LEVEL DISTANCES. 2_ DISTANCES ARE IN FEET AND DECIMAL PARTS THEREOF. 3. WELL MONUMENT'S SHOWN IN JOHN MUIR PARKWAY ARE NOT OF RECORD. 4. SEE SHEETS 3 do 4 FOR BEARINGS AND DISTANCES BETWEEN MONUMENTS AND TIES TO BOUNDARY IN JOHN MUIR PARKWAY. 5. PRIVATE YARD EASEMENTS (PYE) MAY BE CREATED AND DEFINED BY THE COVENANTS, CONDITIONS, AND RESTRICTIONS FOR MUIR POINTE, SUBDIVISION 9375. 63.130'V20012'55'W °53'07"W 74,50' 2'00' N60053'07°W 343.75' 16.00J' D 31.65' 31.6541210' 74.75'-w L, 8.11' PARCEL E N60053' l (R-1) 851.47' BNDY - 7R�= - 1w I+u°2'47r 6529± SE-7�'(0.15)± AC "' �00.00' A=1945'05" Q C:> mJOHN MUIR PARKWAY L=27.51 BNDY ia �I z N65°44'56°W 7i.35' M -Il _ _ --a N60°52'10'W 332.93' M -All - - - - - - - - --N60°53'04'W 514.92' M -M _ _ _ _ - _ _ _ _ -�N63°18'51°W 80.63' M_M 60052'10"w 3.61' Ill 0E --21-201G UGpir. Lang `_e I 60' P:�'97811�h�+�1�tRFNEU{;�FhA`51J89375, i1AC4.TIWG Curve Table Curve # Radius Delta Length C1 15.00' to w w w >„ W N,�V��rn C4 40.00' C5 4.00' C6 15.00' 0 2354± SF t- °r , f' a EXISTING EASEMENT LINE - v a " 20' SET STANDARD STREET MONUMENT w° � - M - `'' i L9 15 w 2121± 14 w c 21121± L 13 � 12 2308± =j BOUNDARY CL N Ell ¢ a SF 5F 0 21211± SF o 0 SF °cry EXISTING M -M N60053'07'W �� 2338* SF � PROPERTY LINE `r' N �n EVAE C0 1 54.50 PRIVATE ACCESS EASEMENT PUE z z z PSDE 0) 32.25 42.00 42. UO 42.00 32.25 >, 2 n cy PARCEL N60°53' 07'W 190.50'!U o Ce) n- 2121± SF c+i 10511± SF EBMUD-PAE-PSE-EVAE-PUE (0.24)± AC N60053'07'W 349.58- R�40.00, 4'8 C5 C ������ r PARCEL D 35.20' °53'07"W 42.45' N09-14'41 -W /i ------------ DETAIL SCALE 1'°=20' �EFERENCES. R-1 SUBDIVISION MAP 5764, BOOK 460 OF AAPS, AGE 16-19, CONTRA COSTA COUNTY RECORDS R-2} SERIES NO. 2014-0143669 CONTRA COSTA AUNTY RECORDS R-3 SERIES NO. 2014-0143670 CONTRA COSTA 0 20 40 SO COUNTY RECORDS SCALE' 1 -40' WIS 4F BEARINGS: TAKEN AS N3746'59N ON THE NORTHERLY LME OF PARCEL 1 AS SHOWN ON SUBDIVISION 8754 FILED IN BOOK 460 OF MAPS AT PAGES 16-19 AS ESTABLISHED 13Y FOUND MONUMENTS. A=66'53'51' L=70.05' 4.. X877 N29°06'53°E ■ 16.50' 2124 0 .■ . l 5.00' ■ - L�23.56' j N60053'07"W 74.08' ■ N29°D6'53'E 20.00' 8.17' _ ■ . 1 I N60953'07'w 2 0 00' 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' 49.75' cD 50.54 _ _ _ m _ _ _ _ PARCEL A rn� LO o LOJ cv _ _ 4 - 5 L'i uai 7 $ 9 uai 1 uai 1 ,an ua-, 17874± SIP 0 3 �n �n 2121± SF o a 21211 SIF o v 2121± SF v a 2121} SF o 2121± SF o 0 2121± SF o 0 LO Ln Lo v 2121± SF o a 25121 SF a Q w (0.41)± AC L o �'� 04 3381± SF c U) ctl0v LO Ln v' a n°0i 0161 04 tm C14 �' -41 I z z z z o �❑ i 3' PSE � 42.00' 42.00' 42.00' 42.00' 42 00' 42 00' 42 00' 49 75' °y •ry 1. ALL DISTANCES SHOWN ARE GROUND LEVEL DISTANCES. 2_ DISTANCES ARE IN FEET AND DECIMAL PARTS THEREOF. 3. WELL MONUMENT'S SHOWN IN JOHN MUIR PARKWAY ARE NOT OF RECORD. 4. SEE SHEETS 3 do 4 FOR BEARINGS AND DISTANCES BETWEEN MONUMENTS AND TIES TO BOUNDARY IN JOHN MUIR PARKWAY. 5. PRIVATE YARD EASEMENTS (PYE) MAY BE CREATED AND DEFINED BY THE COVENANTS, CONDITIONS, AND RESTRICTIONS FOR MUIR POINTE, SUBDIVISION 9375. 63.130'V20012'55'W °53'07"W 74,50' 2'00' N60053'07°W 343.75' 16.00J' D 31.65' 31.6541210' 74.75'-w L, 8.11' PARCEL E N60053' l (R-1) 851.47' BNDY - 7R�= - 1w I+u°2'47r 6529± SE-7�'(0.15)± AC "' �00.00' A=1945'05" Q C:> mJOHN MUIR PARKWAY L=27.51 BNDY ia �I z N65°44'56°W 7i.35' M -Il _ _ --a N60°52'10'W 332.93' M -All - - - - - - - - --N60°53'04'W 514.92' M -M _ _ _ _ - _ _ _ _ -�N63°18'51°W 80.63' M_M 60052'10"w 3.61' Ill 0E --21-201G UGpir. Lang `_e I 60' P:�'97811�h�+�1�tRFNEU{;�FhA`51J89375, i1AC4.TIWG Curve Table Curve # Radius Delta Length C1 15.00' 90000'00" 23.56' C2 40,00' C3 40.00' 83037'14" 58.38' 19.80' 38.58' 28°21'34" 55015'41" C4 40.00' C5 4.00' C6 15.00' 96°22'46" 90°00'00" 6.73' 23.56' Line Table Line # Bearing Length 16.50' 8.89' L# N29006'53'E 1-2 N74°06'53'E LEGEND - - BOUNDARY LINE RIGHT OF WAY UNE LOT LINE/PARCEL LINE - - _ EASEMENT UNE - - EXISTING RIGHT OF WAY UNE EXISTING PROPERTY LINE ----------- EXISTING EASEMENT LINE - MONUMENT UNE Q FOUND MONUMENT AS NOTED SET STANDARD STREET MONUMENT STAMPED "LS 8817' i FOUND 3/4' IRON PIPE OR AS NOTED >-- ANGLE POINT BNDY BOUNDARY CL CENTERLINE Ell EAST BAY MUNICIPAL UTILITY DISTRICT EASEMENT FOR WATER LINE (DEDICATED HEREON) EX EXISTING M -M MONUMENT TO MONUMENT M -PL MONUMENT TO PROPERTY LUNE PL PROPERTY LINE LE LANDSCAPE EASEMENT EVAE EMERGENCY VEHICLE ACCESS EASEMENT PAE PRIVATE ACCESS EASEMENT PUE PUBLIC UTILITY EASEMENT PSE PUBLIC SOME EASEMENT PSDE PRIVATE STORM DRAIN EASEMENT SF SQUARE FEET (R) RADIAL BEARING { PULLBACK DISTANCE (R-1) REFERENCE .--, INDICATES SHEET NUMBER MUIR POINTE SUBDIVISION No. 9375 A SUBDIVISION OF A PORTION OF PARCEL 1, SUBDIVISION 8764, AS RECORDED IN BOOK 460 OF MAPS AT PAGES 16 THROUGH 19, CONTRA COSTA COUNTY RECORDS, CITY OF HERCULES, CONTRA COSTA COUNTY, CALIFORNIA MACKAY & SOM ENGINEERS PLANNERS SI,RULrc 6 51426 FRANKLIN CO. PLEASWON, CA 94588 (M)IM-0590 ,TUNE 2016 SHEET 4 OF 7 19781.010 blikoolwit, �,.wpm q7vlrn� co LO00N Alf 16 14 60 _ 9 ` -_ �2 - zop 00. � _ ; -- 4g, 2, 1s M _Alf �59�iy �A 3d N60053'07'W 120.67';� r� 7g3 711 w 55.17' 20.00' 45.50' �!y - 01- 1 68• B t in 2918 27 }LU I 311 2323± SF 22731 SF v "CEL G . to C4v v .� 757_ SF r--2N60°53'D7'W `U ul o (0.02)± AC ,,a v Z, Zq N60 53 O7 W 2PARCEL 8 95 4� C3 J 50.50' In a 50.50' W NSD°53 `07"W 97.25' �a of 83846± SF �' _ 92039'57° 6-57-39- 6.47' 10.93' N v 6 Q 3'SE �, a y, _ L9 45.25 ' 37.00 ' �' iy (i.46)± AC a 1 co°53'07"W v m N60 0- � cm a �z oi 10 j- LU W LU _ C7 6 z J eT ?01 a7 240 ± SF M C11 1012 ` 2454 SF (D cOD � 25 `-" C 24 '4 u0 c _ M 1r C3 4.00' 90000'00' 6.28' C4 5 92039'57° 6-57-39- 6.47' 10.93' N v 6 Q 2285± SF a 0 2108± SF � a C6 - 2°57'57" a 1 co°53'07"W v m N60 �,`ry �,r 15.00' 15.00' 15.00' C7 6 z to z z N60°53'07'W 87.25' eT ?01 Ri C11 1012 a °c° 23.56' a 35. 69.00' j L G'3 L3 LS 45.25' 42.00' .40' PARCEL F ❑=9p°�O �0 48'24'12" 58.29` 016 r �, 10.30' NfiD°53'07"W - .n ea LO w F. i. H$1 ° r5 32'ly CSS. -.� ^ _ 11329± SF - N60 53 07 W 97.59 GLACM �r, W q' do. o3+y �$ g9 Lei 36 us 37 �' a vw � EX 61 ca.F 60.50' C1 32.15 WAY (0.26)± AC `" q . N32°04'49'EL) 64' o 0 2121± SF a 2121± SF o c 2338± 5F ui z 52.D0' H Q m cn cn 1460°53'07^W W L rn U3 cu C2 N60°53'07'W 184.84'EBMUD-PAE-PSI=-EVAE-PUE •p �. z "o 50.50' PUE Ito a � i1 W 1 PSE W .50' 1$.71' LL 13.45' 45.25' 42.00 42.00' 45.25 G'y 0_ a, 0 -' 4=22'39'07' t-17.00' r• ) to50.50' °y E-� °' 42.00' 42.00' 42.00' 42.00' 42.00' 32.25' PULLBACK DISTANCE _ �, 10.34' m c M M - C> a PARCEL U PARCEL H N60°53'07'W 316.50' - z a m 23 30521 SF w- 22 m c 2406± SF �`O m saw 21 <r m _ - �� �,�, a� 20 8D 19 � � 18 Lo 17 w -LU - - co LL+ I 0 2121± SF o r a • o Ln cv L r r Ln LLLO rn 21$6± SF a 2285± SF o a 2121± SF a 2121 ± 5F 0 2994± SF Ln - uuSi � a N60^53'07"W a 26.50' 42.00' 42.00' 42.00' 42.40' 42.00' 42.00' cm 24.00 v CV CD c0 Nos C ex7 1[7 J W Lu W w LU t,, I is W z N z N z z z rn m e7 1 31' C) r 31P L -52.00'- - - 42.00'- - -42.00'- --45.25'- - -42.001. - -42.00'- -- - -60.25'- - z 28.00' - - - -185.00'- - - - - - - - J F- W o 4j - N `x'.2121± SF d 0 2121± SF 2 x 2121± 5F o Q 21211 SF o 0 2121± Sr 0 2121± SF a x 2121± SF 0 2121± SF 0 "',� 40 o I� 3 N60053'07'W 538.50' ° in ua in Ln Y Nfi0°53'07"W 120.62' M -M - - - SHASTA LANEI - 53N60°'07"w 452.5D' M -M --- ------ -- Y 4 C - Nsa°53'D7"w 276.50' M -lug w r, to N60°53'07"W N N kaSUBDIVISION MAP 8764, BOOK 460 OF MAPS, 16-19, CONTRA COSTA COUNTY RECORDS (R-2) SERIES NO. 2014-0143669 CONTRA COSTA COUNTY RECORDS R-3 SERIES NO. 2014-0143670 CONTRA COSTA COUNTY RECORDS BASIS OF BEARINGS: O 20 4Q $Q TAKEN AS N3T46'59'W ON THE NORTHERLY LINE OF PARCEL 1 AS SHOWN ON SUBDIVISION 8764 FILED IN BOOM 460 OF MAPS AT PAGES 16-19 AS SCALE: 1 "=40' ESTABLISHED BY FOUND MONUMENTS. Curve Table Curve # Radius Delta Length C1 90.00' 9037'36° 15.12' C2 110.00' 9°37'36" 18.48' C3 4.00' 90000'00' 6.28' C4 4.00' 92039'57° 6-57-39- 6.47' 10.93' C5 j 90.00' C6 90.00' 2°57'57" 4.66' C7 90.00' 3°59'42" 90000'00" 6.28' 23.58' C8 C9 15.00' 15.00' 15.00' 90600'00" 90°00'00" 80°22'24" 23.56' 010 23.55' 21.04' C11 1012 15.00' 15.00' 90°00'00" 23.56' G13 69.00' 69035'52" 21012'40" 83.84' 25.54' C14 C15 69.00' 69.00' 48'24'12" 58.29` 016 35.00' 16°51'36" 10.30' Line Table Line # Bearing N51°15'32"W Length 2.01- L1 8.0 64.21' `s 22.40' - -50.50' - - .20.00' - -47.25' - f -42.001- It H60953'07'W 477.12' 10.34' 1 15.00' 20.00' -44.21'^ - - 46.49'- EXISTING EASEMENT LINE ^ 42.001- - -42.00'` -y}-42.00' - - 42.00'- - - -42.00' - - -47.25'- "' - FOUND MONUMENT AS NOTED 25.5' 25.5' p _ Lu W W LU W I i" W W _ _ c)� l[3 d 3$ I 1 n ;n a 51 0 ter, o L�"'n - c " - "' - L o >n o cn _ �n C> cn _ c� _ u'+ r io o - .n ea LO w F. i. 2354± SF LaJ 1 �? ni 2121± SF ni o co `�'. 30 0o Ln 31 u� 32 ua 33 in 34 m 35 Lei 36 us 37 �' a vw � EX EXISTING w 1 F �- c� a >` d Lo 23381 SF 0 2121± SF in v 0 2121± SF C o 2121± SF v a 2121± SF o 0 2121± SF a 2121± SF o c 2338± 5F _ PROPERTY LINE LE H Q m cn cn 1460°53'07^W W L rn U3 cu a� ua in u' C4 to rn� cm z "o 50.50' PUE PUBLIC UTILITY EASEMENT � i1 W z z n PSE z z PSDE p N60 53 Ol W SF r• ) to50.50' °y 4 32.25' 42.00' m 9 (R) 42.00' 42.00' 42.00' 42.00' 42.00' 32.25' PULLBACK DISTANCE I Z,m I c� - Q my o a 5Q - C> a _ PARCEL H N60°53'07'W 316.50' - z a 39 a m o- 1 ° 6 2113± SF co N �" 100071 SF EBMUD-PAE-PSE-EVAE-PUE 0 2121± SF o r a • o W I � cv L r r CO a ° (0.23)± AC N60 53 07 W 386.50 " .r ni Lu w cp vD N60^53'07"W a 26.50' 42.00' 42.00' 42.00' 42.40' 42.00' 42.00' 42.00' 42.00' 24.00 v 50.50 ' u' '��' 1 1 46.50' J W Lu W w LU t,, in is W l27.25' 1 9.25' �� "' - a - 6 _ ch _ Q O ea _ o) _ V _ _ W G' r N60°53'07"W C) r w sg ,,, _ a 48 u> 47 as (2 46 u7 45 , c' 44 O L(y 43 O d m Ln 42 c0 Ln 41 C7 = 19 �, _ - I z to F- W o 4j - N `x'.2121± SF d 0 2121± SF 2 x 2121± 5F o Q 21211 SF o 0 2121± Sr 0 2121± SF a x 2121± SF 0 2121± SF 0 "',� 40 o I� 3 1 � '' Ln ,m - ao a u� 52 n' 2689± SF m u� ° in ua in Ln ° u7 u7 u7 ( 3381± CDP SF a� c 1 z z z z z z z u 3 p c z 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' 42.40' z 25.5' I 25.5' r rn "'N60°53'D7"W z 49.75' 70' 9. 336.00' 2.00' N60°53'07"W 74.50' 63.30' N16°37' 17'E N64°53' 07'W A=12'29'35^ L=196.2_4 - - �� - - - - - - - - 301-33' - - - - - 8.7_2' - 3.1.65' 31.65' - 16.38'(R) BN 77 u'iLu PARCEL I N60°53'08°W (R-1) 851.47' BN17Y L7 LU Uj a =1334 l' Q7sk- 14297± 14297± SF LO F C93 (0.33)± AC alo Rw�fl JOHN MUIR PARKWAY =ILO - - - - _ _ _ _ _ _ ■ N60°52'100W 332.93' M -IA '44 N60°52`10"Y1I 3.61' M- N60 ° 53' 04"NT 514.92' M - � Y � h° 02'33 Q 06-21-2L"6 458om Lary Le -:\19781\SRV\NAPPEhC\=M\SUB9375 `M05TVJC TSUSHIMA WAY Line Table Line # Bearing N51°15'32"W Length 2.01- L1 1-2 L3 L4 1-5 N38°44'28^E N51015'32'W N38044'28°E N74006'53"E 3.91' 22.40' 4.00' 5.66- L6 N15053'07'W 1-7 N78°26'40"E L8 N60°53'07'W L9 N60053'07"W 8.89' 8.11' 10.34' 1 15.00' L10 11-11 N29 -06-53-E 9.50' 1443°41'56"W 25.96' 1DISTALES SHOWN ARE GROUND LEVEL DISTANCES. 2. DISTANCES ARE IN FEET AND DECIMAL PARTS THEREOF. 3. WELL MONUMENTS SHOWN IN JOHN MUIR PARKWAY ARE NOT OF RECORD. 4. SFE SHEETS 3 & 4 FOR BFARINGS AND DISTANCES BETWEEN MONUMENTS AND TIES T4 BOUNDARY IN JOHN MUIR PARKWAY. 5. PRIVATE YARD EASEMENTS (PYE) MAY BE CREATED AND DEFINED BY THE COVENANTS, CONDITIONS, AND RESTRICTIONS FOR MUIR POINTE, SUBIIVISION 9375. 1 Fr_c'Kin - - BOUNDARY LINE RIGHT OF WAY LINE LOT LINE/PARCEL LINE - - - - - - EASEMENT LINE - - - EXISTING RIM OF WAY LINE - - - EXISTING PROPERTY LINE ----------- EXISTING EASEMENT LINE - MONUMENT LINE D FOUND MONUMENT AS NOTED qlzlm SET STANDARD STREET MONUMENT STAMPED 'LS 8817' ■ FOUND 3/4' IRON PIPE OR AS NOTED LO €> ANGLE POINT BNDY BOUNDARY CL CENTERLINE EBMUD EAST BAY MUNICIPAL UTILITY DISTRICT EASEMENT FOR WATER LINE (DEDICATED HEREON) EX EXISTING M -M MONUMENT TO MONUMENT M -PL MONUMENT TO PROPERTY LINE M 0w PL PROPERTY LINE LE LANDSCAPE EASEMENT EVAE EMERGENCY VEHICLE ACCESS EASEMENT PAE PRIVATE ACCESS EASEMENT PUE PUBLIC UTILITY EASEMENT PSE PUBLIC SERVICE EASEMENT PSDE PRIVATE STORM DRAIN EASEMENT SF SQUARE FEET (R) RADIAL BEARING PULLBACK DISTANCE (R-1) REFERENCE r'~% I �3. INDICATES SHEET NUMBER MUIR POINTE SUBDIVISION No. 9375 A SUBDIVISION OF A PORTION OF PARCEL 1, SUBDIVISION 8764, AS RECORDED IN BOOK 460 OF MAPS AT PAGES 16 THROUGH 19, CONTRA COSTA COUNTY RECORDS, CITY OF HERCULES, CONTRA COSTA COUNTY, CALIFORNIA NUCKAY & WIM LNGINLLOS P ANNEF6 SURVEYORS 51 2$ FRANK N OR, PI =ASRN'01 , CA 9.588 (m) i5-om JUNE 2016 SHEET 5 OF 7 19781.010 D I1; iepiv �.?, *)p Fyn j '� f Curve Table Curve # Ci Radius 4.00' Delta Length 90°00'00" 6.28' C2 4.00' 82038'03" 5.77' C3 15.00' C4 , 15.00' 90000'00" 23.56' 79°41'23" 20.86- 05 90.00' 10°18'37° 16.20' C6 C7 15,00' 15.00' 90000'00" 23.56' 90900'00" 23.56' 10018'37° 19.79' 08 110.00' C9 15.00' 90000'00" 23-56' CIO Cil C12 15.00' 7.00' 20.00' 90°00100" 23.56' 69036'52" 8.51' 36*52'12" 112.87' C13 35.OD' 1 B2°38'03" 50.48' ` Nil-08'45"E(R) 37,81' PARCEL T 3611± SF (0.08)t AC R=43.00' R=35.00' � 4=38°21'16" Length 4.00' ❑=79°41'23° L-48.68 L=28.78 ' ► ❑] 4.00' f 4.32' L3 _ '�'a y 7 N59°48`38"E N40°30'00"W 256 5_ 3p 5' 33.16' P 1.20- 20.00' ' 20.00' ' • N3,a N4° RECORDS G4 ° 399 SF �g °30'0p 4.4_Sg p`Y qC ■ ?06 69 r >- 28' 's S I 16 ■ '�'� 4,'�'ry�. 2 15.00' o 0 SF _BNQr I I 2708 SF h Op b 0 o 0 0 do m 2y0. 00' Ac'N49°30' 00"E Rc v 139 8 21 Line Table Line # Bearing N40030'O0"W Length 4.00' L1 L2 N49030'00'E N40°30'00"W 4.00' f 4.32' L3 L4 L5 N40030100'W ? 1.72' N40°30'00"W 8.00' L6 L7 N40°30'OO"w N40°30'OO"W N40030'00'W 1.20- 20.00' ' 20.00' LB N R-1 SUBDIVISI 16-19 1 2. DISTANCES ARE IN FEET AND DECIMAL PART'S THEREOF. ■ V 8.95'131 �° SS, o ``� my °°a 28 N40° , I TOGA L��P �t,� a�ov�\ 1 3. WELL MONUMENTS SHOWN IN JOHN MUIR PARKWAY ARE NOT OF - v v '- 0 00 30 ,0 d RECORD. 0 1 _ N40°3 2094± 5F o a o �+ � 13 2 ■- o R9 N4 EH ¢ b Lp1, \ 1 4. SEE SHEETS 3 & 4 FOR HEARINGS AND DISTANCES BETWEEN ■ a, 0v� o s6• ry v . °S- °030'0 14'5T �-- r0 � � 1---------------- -�J BOUNDARY ■ >* ry °a'3O2•IL cL =� �o o vv ov 20. p0 : ° °� 414 S ' . =1$ S�A��j CESS DETAf L 5. PRNATE 0 EASEMENTS MONUMENTS AND TIES TO PYE MAY AHE JOHNMUIR AND DEFINED BY o �, y40o 1914± SF o S C12 29.00 `� a m� 2s' ❑� - 7 EU A r0gy ppagg SCALE 1"=10' THE COVENANTS, CONDffI0N5, AND RESTRICTIONS FOR MUIR POINTE, ■ a a - 30 v c. h 4�.p 01� ■ no a 0a■ly 2y. 00 -_ a � 3, 0Q SEpUE , = d� Si1gOMSIaiV 9375. 129 001/ 29, a v •- "' v 0 33 • a' g SEE DETAIL 00 _� o'' 0 0 *- 0 00' (] ?u N4o°301814± SF va THIS SHEET 29.0 ,cvb__ �o a "eco vv y o 2y 0 �a1 1g a 0'Alf 0° `8' S8, 0° ' 3�. ❑QP a 2S. o�a *�� W 29.0° + s�D C7 ■ ra 1 2$ N�� aN. !A _ � �2y a CV a,. ca v Rp. ■ N40 a 1914} Sf o 31, �3_ I - _ 00 • ;>� Q C3 y o ap , ' ) ro ' IL vo 30 00 °W ❑ c., `33.00 ,__ "' cd a ccv ° " ov 22' °0' c, , cv '�'D d m + d 127 °4I 0 33 N4 ' °0'- o21 �+ 144 '� DD e 0 -, -' � � 2394± SF - 0 00'- ° 30. `29• p0 ,z 0 2394* SF C2 ` .� C. ficj, l pp _ D, q�j I 1 57 1 vv ov2g 0° �0'_3p' °° e� 42p ,7" 0U :z ; }a �3 4.r D7 $�O L�j�� ■ q D ro co a N44 30'04. J o so vo29. °0'- y = 32 R '28.00 v� �' °3 C r' � *�- `' Q29- 00 1. Ai M �p ' ai a a iv LT 5 ° 04"W v CIV �p !�• �no 33 Pgg0 SF •00'? L �` 112Zoo 0 3' PSL �3 '' �a ;u � 15.00' - (0.02)± AC ' _ 006' 2 �' �• 12fi�y/ oa 001 `� v, o z� a 34 Up40°30.00a Ifl� _34 0°' - �� oo+ w N4a03 2922 5F av ' N 28.00 +. o ti� ory �� �0�° 3T$ 32 r _ = �a1" `. PARCEL H `. C7~' ' ►i� ov ° 1 44 °3p , 23.0° . ry aper' o ` �3 , _ 63646± SF � a" v; Bg 0 , 1 ' l 51 00 `W 3g a a o .� ra`Q o 0.00 ' _ "' \ (1.46) ± AC ■ cv `� 125 ° a 4 00 , L 0 .00 , o - tr p \ �4°°3019141 SF oa ` �',q P4,c7-PS6 X33. p0 , _� `y 0 100 w a 30 00 �3 - \ �`5`° v 0° �h' g �' 2922± 5F r'\u Ale, � 15.00' CO 980± SF o �;, ro � ° 00 124 8• °°' S + �Q„ `� 1N40° a E N40° `74.0 a 980± SF `i' 030.0 �' ," �''rr, 3 o C$ 3p, 0• sr o v o 0� y +Z] ' N 19141 SF - o �'' c'' a °'0 ° S2. 0 h a' 0 9$ 4p o3 4 o ❑ =4, v ° 8' $ c� � a 00 ° � 40 30 0 v�' 01980± SF o � o B. 32 , � n 'Q.y� ■ - $ 0 ai a 0� •1 ry 108 8 97 °° cc; � 8g 10.00_ a T r ' 0 30, c' <S1 980t 5F '�`� v 31, 31 ■ 0 0o a; ss' 00,4j = ccs' o I N4 1914± SF - �� 2967} SF a G c� 34.00, °°' Z a 95 4, f q; ti 123 v �' o' _ 0°3p. o '�' N4p rp N4 30 a, 01980± SF I ►� o N4°°3° 1�0 4± SF z� oa 0°°� Os' 00 a� v ° ,p0tr� 6� o a a 30.00 , 4030 �°0 -HI 44' 30. p , yo, 95 _1 ■ o o W 8 a' 1 '� 109 4z a0 , o v a 30 31 P 0 28$3*- SF E I o g S• 00'/ a . l� 1 N4 a - c� $+3 0 0 $7 v Op 4 r5 , BBRGF(� 30.Op , a "' '+122 0 1914_ SF o 1943± SF ;� 2244_ SF 3 2�* Q 3 ❑ N4 ° ° Q 4. Z 1p N37°4fi 59 "W g o N4p 301�14± SF 1� ° 0°`IT' ss 0 N a' oa ° 3° °0"W T ry �� 0.00' v $8 4� m 0° - 3p 3F 5S i 0° I co _ B.Oi'■ 0 _ a, B 01980± SF 4 as 00, ?r, v z a W 110 90 00 • 0 89 �, Lr, ' Qr ry 121 .001/ H40 0301914± SF a �� vvv N40 ° 1943± SF 0 34.00 , no1980k SF o 90 Ca o 3° D0 • 'n ono ■ V yr y N40° 1914± SF o . a 0°■8, ca' `� a 30,0°s a 30.0 °� p1980± SFo 91 0 00 3p 00' r - I"' ■ Vala 30 00 "W v; ' °' sS' °0' o ��' s7 °0 N jp PS60 SFAR EL M 0 0, v x1980± Sf "�' m o 38 "' a o q`r►` gs ry iJ` 111 a o N 83 00 ` z a 92 CO v r5' C h "' Q ti ' 00, N40 °301914± 5F vo a 40 ° 1943± SF 0 N40 ° 3 0 o Co co 0 120 N 0 019801 SF ro I o ■a N40o 1914± SF Q oa 00°'y, o, a �`' 0 30' . 0 - 3p: 0' v 93 �, 1 N I 0 3p 00 p� 1' 11 0s. 00,cv °° yy Bp p 0p°� 28r 30.00 ca 19801 SFOa i z v Ss, CV 4 31 p 914± SF c1 $2 0' m 48, 30. p g4 o ■ 119 Op - N ° 30SF $ N40° 1943± SF o 0a _ F, 3323± SF m I CD J■ N40°30 q0 4+ SF o � 004w 68. 00 nr �o; va °�1' BT ry 30 °0 I N37°46 59 VI ZY Bs `' ' 7`4 113 44 c%j $1 °°` �o PARCEL K 5T 4$ 87 31' 31' 8. 1 18 0• N40o"Ao SF oQ qQ� N4p0 1943} SF - cs 22287± SF o? 84.751 - - - / ' ov 00.E as v 3010 p , z (0.51) ± AC a l - 5GG,4 tv 0 8' ST cm �. ,123.00' N60053'07% 89.62' 1 y 28 I 129 I PARCEL F 23 I W mm cn Li LU cn (b 0 20 40 $O SCALE: 1 "=40' LEGEND - - ON MAP 8764, HOOK 460 OF !AAPS, RIGHT OF WAY LINE CONTRAPAGES COSTA COUNTY RECORDS - - - EASEMENT LINE - - - CR-2) SERIES NO. 2014-0143669 CONTRA COSTA OUNTY RECORDS EXISTING PROPERTY LINE R-3 SERIES NO. 2014-0143670 CONTRA COSTA C� 131 �o� MONUMENT LINE RECORDS FOUND MONUMENT AS NOTED �g 1 STAMPED 'LS 8817' ■ BASIS OF BEARINGS: >- 28' 's S I TAKEN AS N3T46'59'W ON THE NORTHERLY LINE OF PARCEL 1 AS SHOWN CL CENTERLINE PSC► Q 0 460 OF MAPS AT PAGES 18-19 AS 8764ON SUBDIVISON FILEDLMEO➢N� I � I ESTABLISHER BY MONUMENTS. 1 4.9`2p � �4,rOb°° 1.72' °° 1 MONUMENT TO PROPERTY LINE I N49°30' 00'E 462-00' t, $2°° 2,g ��+ -+ I LANDSCAPE EASEMENT I EMERGENCY' VEHICLE ACCESS EASEMENT PAE PRIVATE ACCESS EASEMENT 1o° PUBLIC UTILITY EASEMENT \ 133 1 � DISTANCES SHOWN ARE GROUND LEVEL DISTANCES. 1 2. DISTANCES ARE IN FEET AND DECIMAL PART'S THEREOF. ■ V 8.95'131 �° SS, o ``� my °°a 28 N40° , I TOGA L��P �t,� a�ov�\ 1 3. WELL MONUMENTS SHOWN IN JOHN MUIR PARKWAY ARE NOT OF - v v '- 0 00 30 ,0 d RECORD. 0 1 _ N40°3 2094± 5F o a o �+ � 13 2 ■- o R9 N4 EH ¢ b Lp1, \ 1 4. SEE SHEETS 3 & 4 FOR HEARINGS AND DISTANCES BETWEEN ■ a, 0v� o s6• ry v . °S- °030'0 14'5T �-- r0 � � 1---------------- -�J BOUNDARY ■ >* ry °a'3O2•IL cL =� �o o vv ov 20. p0 : ° °� 414 S ' . =1$ S�A��j CESS DETAf L 5. PRNATE 0 EASEMENTS MONUMENTS AND TIES TO PYE MAY AHE JOHNMUIR AND DEFINED BY o �, y40o 1914± SF o S C12 29.00 `� a m� 2s' ❑� - 7 EU A r0gy ppagg SCALE 1"=10' THE COVENANTS, CONDffI0N5, AND RESTRICTIONS FOR MUIR POINTE, ■ a a - 30 v c. h 4�.p 01� ■ no a 0a■ly 2y. 00 -_ a � 3, 0Q SEpUE , = d� Si1gOMSIaiV 9375. 129 001/ 29, a v •- "' v 0 33 • a' g SEE DETAIL 00 _� o'' 0 0 *- 0 00' (] ?u N4o°301814± SF va THIS SHEET 29.0 ,cvb__ �o a "eco vv y o 2y 0 �a1 1g a 0'Alf 0° `8' S8, 0° ' 3�. ❑QP a 2S. o�a *�� W 29.0° + s�D C7 ■ ra 1 2$ N�� aN. !A _ � �2y a CV a,. ca v Rp. ■ N40 a 1914} Sf o 31, �3_ I - _ 00 • ;>� Q C3 y o ap , ' ) ro ' IL vo 30 00 °W ❑ c., `33.00 ,__ "' cd a ccv ° " ov 22' °0' c, , cv '�'D d m + d 127 °4I 0 33 N4 ' °0'- o21 �+ 144 '� DD e 0 -, -' � � 2394± SF - 0 00'- ° 30. `29• p0 ,z 0 2394* SF C2 ` .� C. ficj, l pp _ D, q�j I 1 57 1 vv ov2g 0° �0'_3p' °° e� 42p ,7" 0U :z ; }a �3 4.r D7 $�O L�j�� ■ q D ro co a N44 30'04. J o so vo29. °0'- y = 32 R '28.00 v� �' °3 C r' � *�- `' Q29- 00 1. Ai M �p ' ai a a iv LT 5 ° 04"W v CIV �p !�• �no 33 Pgg0 SF •00'? L �` 112Zoo 0 3' PSL �3 '' �a ;u � 15.00' - (0.02)± AC ' _ 006' 2 �' �• 12fi�y/ oa 001 `� v, o z� a 34 Up40°30.00a Ifl� _34 0°' - �� oo+ w N4a03 2922 5F av ' N 28.00 +. o ti� ory �� �0�° 3T$ 32 r _ = �a1" `. PARCEL H `. C7~' ' ►i� ov ° 1 44 °3p , 23.0° . ry aper' o ` �3 , _ 63646± SF � a" v; Bg 0 , 1 ' l 51 00 `W 3g a a o .� ra`Q o 0.00 ' _ "' \ (1.46) ± AC ■ cv `� 125 ° a 4 00 , L 0 .00 , o - tr p \ �4°°3019141 SF oa ` �',q P4,c7-PS6 X33. p0 , _� `y 0 100 w a 30 00 �3 - \ �`5`° v 0° �h' g �' 2922± 5F r'\u Ale, � 15.00' CO 980± SF o �;, ro � ° 00 124 8• °°' S + �Q„ `� 1N40° a E N40° `74.0 a 980± SF `i' 030.0 �' ," �''rr, 3 o C$ 3p, 0• sr o v o 0� y +Z] ' N 19141 SF - o �'' c'' a °'0 ° S2. 0 h a' 0 9$ 4p o3 4 o ❑ =4, v ° 8' $ c� � a 00 ° � 40 30 0 v�' 01980± SF o � o B. 32 , � n 'Q.y� ■ - $ 0 ai a 0� •1 ry 108 8 97 °° cc; � 8g 10.00_ a T r ' 0 30, c' <S1 980t 5F '�`� v 31, 31 ■ 0 0o a; ss' 00,4j = ccs' o I N4 1914± SF - �� 2967} SF a G c� 34.00, °°' Z a 95 4, f q; ti 123 v �' o' _ 0°3p. o '�' N4p rp N4 30 a, 01980± SF I ►� o N4°°3° 1�0 4± SF z� oa 0°°� Os' 00 a� v ° ,p0tr� 6� o a a 30.00 , 4030 �°0 -HI 44' 30. p , yo, 95 _1 ■ o o W 8 a' 1 '� 109 4z a0 , o v a 30 31 P 0 28$3*- SF E I o g S• 00'/ a . l� 1 N4 a - c� $+3 0 0 $7 v Op 4 r5 , BBRGF(� 30.Op , a "' '+122 0 1914_ SF o 1943± SF ;� 2244_ SF 3 2�* Q 3 ❑ N4 ° ° Q 4. Z 1p N37°4fi 59 "W g o N4p 301�14± SF 1� ° 0°`IT' ss 0 N a' oa ° 3° °0"W T ry �� 0.00' v $8 4� m 0° - 3p 3F 5S i 0° I co _ B.Oi'■ 0 _ a, B 01980± SF 4 as 00, ?r, v z a W 110 90 00 • 0 89 �, Lr, ' Qr ry 121 .001/ H40 0301914± SF a �� vvv N40 ° 1943± SF 0 34.00 , no1980k SF o 90 Ca o 3° D0 • 'n ono ■ V yr y N40° 1914± SF o . a 0°■8, ca' `� a 30,0°s a 30.0 °� p1980± SFo 91 0 00 3p 00' r - I"' ■ Vala 30 00 "W v; ' °' sS' °0' o ��' s7 °0 N jp PS60 SFAR EL M 0 0, v x1980± Sf "�' m o 38 "' a o q`r►` gs ry iJ` 111 a o N 83 00 ` z a 92 CO v r5' C h "' Q ti ' 00, N40 °301914± 5F vo a 40 ° 1943± SF 0 N40 ° 3 0 o Co co 0 120 N 0 019801 SF ro I o ■a N40o 1914± SF Q oa 00°'y, o, a �`' 0 30' . 0 - 3p: 0' v 93 �, 1 N I 0 3p 00 p� 1' 11 0s. 00,cv °° yy Bp p 0p°� 28r 30.00 ca 19801 SFOa i z v Ss, CV 4 31 p 914± SF c1 $2 0' m 48, 30. p g4 o ■ 119 Op - N ° 30SF $ N40° 1943± SF o 0a _ F, 3323± SF m I CD J■ N40°30 q0 4+ SF o � 004w 68. 00 nr �o; va °�1' BT ry 30 °0 I N37°46 59 VI ZY Bs `' ' 7`4 113 44 c%j $1 °°` �o PARCEL K 5T 4$ 87 31' 31' 8. 1 18 0• N40o"Ao SF oQ qQ� N4p0 1943} SF - cs 22287± SF o? 84.751 - - - / ' ov 00.E as v 3010 p , z (0.51) ± AC a l - 5GG,4 tv 0 8' ST cm �. ,123.00' N60053'07% 89.62' 1 y 28 I 129 I PARCEL F 23 I W mm cn Li LU cn (b 0 20 40 $O SCALE: 1 "=40' LEGEND - - BOUNDARY LINE RIGHT OF WAY LINE LOT LINE/PARCEL LINE - - - EASEMENT LINE - - - EXISTING RIGHT OF WAY LINE EXISTING PROPERTY LINE ----------- EXISTING EASEMENT UNE - MONUMENT LINE © FOUND MONUMENT AS NOTED SET STANDARD STREET MONUMENT STAMPED 'LS 8817' ■ FOUND 3/4" IRON PIPE OR AS NOTED >- ANGLE POINT BNDY BOUNDARY CL CENTERLINE EBMUD EAST SAY MUNICIPAL UTILITY DISTRICT EASEMENT FOR WATER LINE (DEDICATED HEREON) EX EXISTING M -M MONUMENT TO MONUMENT M -PL MONUMENT TO PROPERTY LINE PL PROPERTY ZINE LE LANDSCAPE EASEMENT EVAE EMERGENCY' VEHICLE ACCESS EASEMENT PAE PRIVATE ACCESS EASEMENT PUE PUBLIC UTILITY EASEMENT PSE PUBLIC SERVICE EASEMENT PSDE PRNATE STORM DRAIN EASEMENT SF SQUARE FEET (R) RADIAL BEARING } PULLBACK DISTANCE (R-1) REFERENCE 13; INDICATES SHEET NUMBER _ _ N MUIR P �INTE moo, 114 0 $0 .00 , F� A 1N44°3 19141 SF 1 N4 ° 19431 SF 0 - - _ 19°05'4q° r� -J ,�4°.99 - - - SUBDIVISION No. X375 / ° °0'8+x, �• 0 30'°4`W o _ � ��N70025'59'w �- N60°53'07°w 120.62' M -M O a / 00' s? 0p, n` 95'- A SUBDIVISION OF A PORTION OF PARCEL 1 SUBDIVISION 8764 115 215 ` w LE �, N60°53'07' AS RECORDED IN BOOK 460 OF MAPS AT PAGES 16 THROUGH 19,E 33.17' M -M 452.50' M -M CONTRA COSTA COUNTY RECORDS, CITY OF HERCULES, CONTRA COSTA COUNTY, CALIFORNIA 79 06-21-2M6 5: ,Ciprr: I nng : c P:\"9781'SRV\LIAPPINc\rm\suB9375-nio6.i]WG N 25.3 sus 7$ SEE SHEET 7 M#dQY& 3 S A SJRU_ 51476 EMKI IN DR. P FASANTDV, C4 94588 (925)225-N90 JUNE 2016 SHEET 6 OF 7 19781.010 DAM 1w q15 PARCEL. I U 51 -j � M#dQY& 3 S A SJRU_ 51476 EMKI IN DR. P FASANTDV, C4 94588 (925)225-N90 JUNE 2016 SHEET 6 OF 7 19781.010 DAM 1w q15 F!• Curve Table Curve # C1 Radius 69.00' Delta Length 19005'44° 23.00' G2 69.00' 13047'49° 16.62 C3 69.00'- 5017'55' 15°06'44' r-32.44' 70054'16" 6.38' C4 C5 123.00' 35.00' 43.31' C6 35.00' 54002'44" 33.01' C7 G8 35.00' 16051'36" 7.00' 106°49'43° 10.30` 13.05' C9 j 101.00' 22°39'09' 39.93' C10 •'I 1,23.00' 19°05'44" 40.99' Curve Table Curve # Radius Delta Length C11 15.(10' 90°(10'000 23.56' C12 C13 C14 C15 G16 35.00' 15.00' 15.00' 155.00' 39°28'52" 39028'52' 24.12' 10.34' 5042'06° 1°51'15" 1.49' 5.02' 35.00' 5°42'06' 3.48' C17 35.00' 90000'00° 54.98' Line Table Line # L1 Bearing N79°58'51'W Length 8.00' L2 L3 N79058'51'W N60053'07'W 8.00' 13.63' L4 N19059'35'W 2.68' L5 N25°07'52"F 123.62' L6 N1O°01'09"E 8.00' L7 I N46012'05'W •. 6.63' LS N48012'05'W 6.63' L9 N10°01'09'E 16.36' w 117/ I I N40 °30 ,00 C 14 �r.00, W N42°30'49"W(Rj I L7 I � I �¢ I � Q I N4003 N49°54'03`W(R� c r 0 m6, I 5 0 00, 018 ! L$cc ' Q 1--------- - - - - - - a SEE SHEEP 6 DEI IL SCALE 10=10' a ' 119 N40 °� o 00 � B0 118 •' '17 USUBDIVISION MAP 8754, BOOK 450 OF MAPS, 16-19, CONTRA COSTA COUNTY RECORDS (R-2) SERIES NO. 2014-0143669 CONTRA COSTA COUNTY RECORDS R-3 SERIES NO. 2014-0143670 CONTRA COSTA COUNTY RECORDS WIS OF BEARINGS: TAKEN AS N37.46'59 W ON THE NORTHERLY LINE OF PARCEL 1 AS SHOWN ON SUBDIVISION 8764 FILED IN BOOK 460 OF MAPS AT PAGES 16-19 AS ESTABLISHED BY FOUND MONUMENTS. 1. ALL DISTANCES SHOWN ARE GROUND LEVEL DISTANCES. 2. DISTANCES ARE IN FEET AND DECIMAL PARTS THEREOF. 3. WELL MONUMENTS SHOWN IN JOHN MUIR PARKWAY ARE NOT OF RECORD. 4. SEE SHEETS 3 & 4 FOR BEARINGS AND DISTANCES BETWEEN MONUMENTS AND TIES TO BOUNDARY IN JOHN MUIR PARKWAY. 5. PRIVATE YARD EASEMENTS (PYE) MAY BE CREATED AND DEFINED BY I THE COVENANTS, CONDITIONS, AND RESTRICTIONS FOR MUIR POINTY=, SUBDIVISION 9375. I I"i :k 1 94 03 i i LOT LJNE/PARCEL LINE I I i C1 cp 31' -31, L- J Ia ----------- t,0 ti a 7 a p N 1314- 5F �� ry ' 3, Qiq N60°53'07'W 89.62' o v v 40° o -U �- w PARCEL K �- N7U°25'59°W c1, 30 r70 °yy ss. ti ov av , Q ' 114 ti� w 2228+± 5I _ - V33.17' M M- Q 117 00 o v' ; -�40° a cV 8O (1)- AC ° " � --V ' � �� �, ;� 0 30, ,L Iyy�0° ,Q � � - � �- N60 53'07 W 12O.fi2' 1I -A6 ° -0 2658± SF oa 31, I g 00"W ss. ti a 30 �0D"yy rse, �" _ _ _ N60°53' 07"WI j 3' Sr ' 3r �,v q, 1 15 00 4, o _ Sp 0 oa w 1423 °48' 58 ° E [R� " 452.50' M M °' 19141 SF v 0' a, _ , ________ ° ° N �� Nv ° • 00 rSEE DETAIL m Nqr ° a v ° '- _ Ci • Nfi0 53 `07 W 477.12' 4 X30 a 40 3040tl-0000,rW r TH SHEET 0 30'00"w s6 �� 3951* 5F ��Cb r �� ,�100 1. LF /PARCEL B 94' �p� W fir' 00, i `� 8.68' U 13 NT9° SS - ❑ o B�p�' 116 Na� Qui` S1 33, 29 •❑ a I o R - °a 40941 SF 1A . _ ❑ y R=40.00 0=5 42 06 j L=3.98' BNDY �� , r U 1 v Q[1- `-6' ° I " `38 9 00 2 o o (� -1 a lL 2 N46012'06"W 7.04' BNDY �, 7.15' �►l m �1 63µi 1❑S 68 �``N79----'W-) 8° � 4.38.2g a m ¢} S8` 51 �� 14 3g 9 03" z c, o rti+ v: rn N34°02'53°EjRjl , - ��9 _ 0 6'S1 `� v -n G l 0 j m R=155.00I A=28'13'34- ° a, _ - ❑Q y ° rn y ., oa o❑ L=76.36' BNDYcm IL 08%p i z I o m w �, a ❑❑ Q P� - J 29'QQ a a n r� 1" cry 29 E ar o j 9 (1❑ z a o i R' (1p, s g 29 .❑°'GEL ,] 29.0 N10001 ' 08"E 10.79' M 9 OQ ? y v p'a rn �[r� �' d 2g.❑❑ ? 33 p0 z 2 c;ty n p Yi+ t �� a 2g OQ 386 p❑ 9 Q x 29 OQ a a d c y � m tix 0 Q• n� a tea' R` u' �' a 2g •❑ ° e' S1 pQ' ,I9.QQ y a � a v 1 cpn N16°37' 17'E � � m � -n - ❑❑,� � y a, � 32 •� 16.3$' �R � p 1� , a, p 29 S8, S1 rL53 ' p c�Oc �' 1 ' ci c f" 'p a+ 0 9 OQ N1,g° 29 •Q❑ a j a ' r,+ cP rn o 3Q •� SERIES No, a �1 '* o ,yg .Q❑ 79. Qfl o y v �'-i �" °' 0 29 •❑❑ A BC'L�Y 2DO14-0143670 ` �o �T g 29 29 O❑ o° v `�` `�'. 0 29 ❑❑ 217.69. °-L�4V3.9 � 33'Qa 29•� o15 vy � 2g Q❑ 13°51❑2' '� 1.1 29 o❑`z a m w o 0 2e ❑❑ 6 ► 9k Op �� Q� 3 4 m c4 , Ar 25. Q cp 41Q. N10°01'09"E 26.36' Q a �12p14.15sQ.Q' - �oo _ N17°34' 30"E 26.30' M- 29 �C,rGI•1000• ` I .� '29- a 00 Z P w Id, R=77.04 A=15'06'44"L=20.31 BNDY , o Ep a7 v- S9 tUl • Np`I Oi� ,33°rN N25'07'52"E 66.77' N M I `�' a 2Z9 •QQ € cj.3� • 6 a , n 26.03 1I! -PL 23' v 23 d O❑ (���j9°Sg~ 2p FsAw L~� :tn - N71 527' 5?'E 2.29'• BNDYBNDY A=5°25`56" d ' -- _ L=56-88' y2$°11'Q3E R a y lA �NP8°11'Q&"E}(R 3y 6=2°11'49 iiy N22 45'D7'EL� 25Q� '� L=23.01 ' ;� A4-22-42` - 1 .29 tj-u H25°07' 49°EJR�r i L=24.9= 2 °�4 S' 0 AA ° N60°17'53"W 197.97' M -M 06-21-2016 Ml pm rang Le f:�1918i�SRV�HIA'I'IfvG�}r �SUH9375_FAiU7.1]Wf 0 20 40 80 SCALE_ 1 "=40' LEGEND - - BOUNDARY UNE RIGHT OF WAY LINE LOT LJNE/PARCEL LINE - - - - EASEMENT UNE EXISTING RIGHT OF WAY UNE EXISTING PROPERTY UNE ----------- EXISTING EASEMENT UNE MONUMENT LINE D FOUND MONUMENT AS NOTED SET STANDARD STREET MONUMENT STAMPED IS 8817' • FOUND 3/4' IRON PIPE OR AS NOTED ANGLE POINT BNDY BOUNDARY Ci_ CENTERLINE EBMUD EAST BAY MUNICIPAL UTIUTY DISTRICT EASEMENT FOR WATER LINE {DEDICATED HEREON} EX EXISTING M -M MONUMENT TO MONUMENT M -PL MONUMENT TO PROPERTY LINE PL PROPERTY LINE LE LANDSCAPE EASEMENT EVAE EMERGENCY VEHICLE ACCESS EASEMENT PAE PRIVATE ACCESS EASEMENT PUE PUBLIC UTILITY EASEMENT PSE PUBLIC SERVICE EASEMENT PSDE PRIVATE STORM DRAIN EASEMENT SF SQUARE FEET (R) RADIAL BEARING ( } PULLEACK DISTANCE (R-1) REFERENCE R POINTE SUBDIVISION No. 9375 A SUBDIVISION OF A PORTION OF PARCEL 1, SUBDIVISION 8764, AS RECORDED IN BOOK 460 OF MAPS AT PACES 16 THROUGH 19, CONTRA COSTA COUNTY RECORDS, CITY OF HERCULES, CONTRA COSTA COUNTY, CALIFORNIA MACUY&S ENG NEERS PLANNI RS 101M MRS 5142E FRANKLIN DR; PLEASANTON. CA 94588 (925)22 0690 JUNE 2016 SHEET 7 OF 7 bg11V-Pik, 9 -.21oMN 19781.010 co U")00N