Loading...
HomeMy WebLinkAbout158LSM1450 FND BD MON IN MON BOX SEE© REFERENCES 0 PARCEL MAP MS 759-88 (138 PM 26) O2 SUBDIVISION 7970 (391 M 25) O3 PARCEL MAP MS 755-04 (202 PM 14) ® MONTALVIN MANOR UNIT NO. 1 (48 M 7) W RECORD OF SURVEY (95 LSM 24) © SUBDIVISION 8449 (459 M 29) �i SUBDIVISION 8414 (460 M 1) ® SUBDIVISION 8668 (467 M 31) �s CITY OF RICHMOND R/W MAP (5-E-4269) S_48°37'36" W(R) USUBDIVISION 8667 (467 M 40) 0 R=1557.00' �O4 �Qo w�` 11 S 24°24'1_0" EfRZ�a�c �J `�,� 1 rR=1859.91' 163.29 O 1 1 R -18CD 19;08" o FND BD MON 111 L=301.42' C1 C3 C51 IN MON BOX C2 C4 SEE© SET MAG/WASHER R=1557.00' "LS 9097" IN PAVEMENT D=7°07'13" (07-04'16') 9' CURVE TABLE D_o o L3 0 -Lob (192.16) 0) 3 / Rl CURVE RADIUS DELTA 0.-0 El sP, 0 $°22 3 C1 2241.88' 00045'00" C2 2814.84' 00036'00" C3 3769.74' 00027'00" C4 5679.61' 000 18'00" °moo FND BD MON C5 11409.17' 00009'00" IN MON BOX C6 330.00' 14°05'13" j Do SEE© C7 400.00' 06007'40" ° \ C8 1545.00' 02037'22" Lp �p C9 190.99' 33000'45" 0 C10 143.24' 04019'40" ' o, O �oj C11 2557.00' 4013'52" 61 �Os� o, x v. 8, �m I& FND BD MON �8�o?s9j m O IN MON BOX SEE© h z ZLL vWWi R8 o, 0 LEGEND DISTINCTIVE BORDER / ADJACENT PROPERTY LINE CENTERLINE - TIE LINE / RADIAL LINES ------------------ MONUMENT LINE RECORD INFORMATION W/ REFERENCE ( ) FOUND 2" BRASS DISK IN MONUMENT BOX FND IRON PIPE OR AS NOTED • SET 3/4" I.P. W/ PLUG "LS 9097" O SET 1" BRASS DISK IN CONCRETE "LS 9097" BASIS OF BEARINGS THE BEARING OF NORTH 86°08'30" EAST TAKEN ON THE CENTERLINE OF ATLAS ROAD AS SHOWN ON THAT CERTAIN MAP OF SUBDIVISION 8668 FILED FOR RECORD ON AUGUST 11, 2004 IN BOOK 467 OF MAPS AT PAGE 31, CONTRA COSTA COUNTY RECORDS WAS TAKEN AS THE BASIS OF ALL BEARINGS SHOWN HEREON. DOii 9 890.07' N 77007'58" E FND BD MON IN MON BOX PERO �p ss0s�o, �OS\ O� s FND BD MON IN MON BOX PERS --- Rc3 0 -440 g 00, M ' 234 00" - - - L6 RECORD OF SURVEY RS No. 4006 OF A PORTION OF PARCEL 1 AND PARCEL 2 AS SHOWN ON PARCEL MAP MS 759-88 FILED FOR RECORD ON FEBRUARY 10, 1989 IN BOOK 138 OF PARCEL MAPS AT PAGE 26, CONTRA COSTA COUNTY RECORDS, AND LYING WITHIN THE pLmm a CITY OF RICHMOND _ CONTRA COSTA COUNTY, STATE OF CALIFORNIA SCALE: 1" = 150' MARCH, 2019 J - - -- - - fiD CONSISTING OF TWO SHEETS _ 754.25' --- 1807.61' CL(° H102 OCA `2-51H 1 [FIE MmlM'1i Lai ( mpLa[ w Q ° O ILgH 2*3� N 77007'58" E 1906.74' (N 77°08'16" E) t 5 LENGTH CHORD BEARING 29.35' S 77003'28" W 29.87' 29.48' S 76049'58" W 29.74' 29.61' S 76027'28" W 29.61' 29.74' S 75055'58" W 29.48' 29.87' S 75015'28" W 29.35' 81.14' U) S 01 033'22" ELR) S 77°08'11" W 42.78' L7 N 42018'41" E 70.73' L8 S 32°47'15" W(R) 110.04' L9 N 57037'01" W 10.82' L10 N 87009'45" W 188.83' LL] -y DISTANCE o� w w aao,.*:= / ao_ 00 12.00' L3 oo on / °� z N 57037'01" coo 00 14.08' o/ N 12051'44" W / U) S 01 033'22" ELR) S 77°08'11" W -- o7 (K�(DWPlHW K� '�%T To (D).n. ogq PORTION OF PARCEL 1 [138 PM 261 61.035 ± ACRES 2,658,673 ± SQFT °08-30„ATLAS ROAD E OR -4545.00, REALIGNMENT 266.13 (266.181 6 _ t`6,3 X34„ / WIDENING 6 [Doc No. 96-200970] BASIS OF "' FND BD MON ttt BEARINGS IN MON BOX 0R,_2S°0SEES 006 21959�,q81 0�c Nz N ABBREVIATIONS BD BRASS DISK FND BD MON y hh IN MON BOX BR BRASS ROD SEES �o� I.P. IRON PIPE Nlz� L4 LINE TABLE LINE BEARING DISTANCE L1 N 03051'30" W 12.00' L2 S 12°39'12" W(R) 12.00' L3 N 55°44'49" E(R) 12.00' L4 N 57037'01" W 14.08' L5 N 12051'44" W 81.16' L6 S 77°08'11" W 67.36' L7 N 42018'41" E 79.28' L8 S 32°47'15" W(R) 45.00' L9 N 57037'01" W 140.81' L10 N 87009'45" W 147.43' (147.26) 660.40' w W LU2 LA W (A S 72050'32" W ~ O S 16053'04" W(R) R w -mo 2M C��O2 OfI 0 9�� �.2 s6, • 00, X20 78 S 21049-22" W(Rj 0 N 58024'16" W "a�a C9 77.44' SURVEYING, Inc. 713 Nacomis Court (925) 344-6461 Tracy, CA 95304 NOTES 1. THIS RECORD OF SURVEY IS BEING FILED IN COMPLIANCE WITH SECTION 8762, PARAGRAPH (B) OF THE PROFESSIONAL LAND SURVEYORS ACT. (§ 8764 PLSA) 2. DISTANCES SHOWN HEREON, ARE GROUND DISTANCES SHOWN IN U.S. SURVEY FEET AND DECIMALS HEREON. COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OFTHEPROFESSIONAL LAND SURVEYORS' ACT THIS DAY OFMT IL , 2019. JAMES A. STEIN COUNTY SURVEYOR P.L.S. 6571 SURVEYOR'S STATEMENT %JAMES` A. 1�.; STEIN L& 6671 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF UNITED PARCEL SERVICE INC. IN NOVEMBER, 2018. MON MONUMENT �O1 .<0ft=1 O.R. OFFICIAL RECORDS \ RCE REGISTERED CIVIL ENGINEER S 23°32'28" W(R) DATE SFNF SEARCHED FOR NOT FOUND 2 C� G�(�O� `��800 G�La[aG�L Lao �D o�5 W/ WITH � 8o s�oso sQO���NIV A90 �s c Q S! RECORDER'S STATEMENT FILED THIS U '%'' DAY OF P%i)vlil 2019 AT t :t : S h .M. IN BOOK L5#j OF LICENSED SURVEYOR MAPS AT PAGE(S) (4-(S AT THE REQUEST OF UNITED PARCEL SERVICE, INC. 00 til- Vr1804A JOSEPH E. CANCIAMILLA COUNTY RECORDER BY: m Qr DEPUTY COUNTY RECORDER LL RIGHT-OF-WAY \\� PERS NI LQ)v it s0 � \ �► co 00, 00 FND M 1 FND BD MON -'&. 0OS.Oo, U)IN MON BOX \� q, SEE© t0. \ C10 88.95, \c� \ APN: 405-270-011 405-270-008 0 150 300 450 Scale V= = 1 50 ft SHEET 1 OF 2 A�r'( � � I �-O I I (D: I'# - At M. �C5�3/ IL XR,3 0 0 - 44 00p�, o F-dw 5j 's L6 J --- T ROA _ 754_.25' --- -- _-- 1807.61' N 77007'58" E 1906.74' (N 77°08'16" E)QS LLaHDO Ofd WnA UDLaj D011vlPnHW Q� 03 o W o &P. 02(B� V) ATLAS ROAD D ;4545 p0, REALIGNMENT Cf6 234,, / WIDENING ,31'16' [Doc No. 96-2009701 \R� N 0,18 p� 000 C;79 906, )' h �\ R�0 O FND BD MON �o IN MON BOX SEE L4 S 72050'32" W 660.40' S 16053104" WLRI C\1 LL%H993 Q0 C77 2 �, [E -T-00 No P'IvD 4` ass QDo@ Goo 200 0-000 090 ] 7C9 S 21049'22" Wq(Rj 00X39, /------ LO C9. ��\ N 58024'1 W 77.44'' S 23°32'28" W R 2 A 6SOSO,O Q �`SO pLa[�OC� Q Q �� \ 70 N 77007'58" E (N 77°08'16" E) ( S (1400,58')(D 1400.69 3/4" I.P. PER O S.F.N.F. w o N co � P ,T! pL.- n(KKEL m K, 2@2 F�)[d Lc�� 0 0 0 N T- 850.69' (851.77) 1 5 (850.61)Q ®8�01 MCS X4ti 00 LE RECORD OF SURVEY RS No. 4006 OF A PORTION OF PARCEL 1 AND PARCEL 2 AS SHOWN ON PARCEL - MAP MS 759-88 FILED FOR RECORD ON FEBRUARY 10, 1989 IN BOOK 138 OF PARCEL MAPS AT PAGE 26, CONTRA COSTA COUNTY RECORDS, AND LYING WITHIN THE -- FND BR MON -- CITY OF RICHMOND 1IN MON BOX PRT I I CONTRA COSTA COUNTY, STATE OF CALIFORNIA (N 77°0750" E)T (N 77°09'33"E)o SCALE: 1 " = 150' MARCH, 2019 1N 77008'41" E CONSISTING OF TWO SHEETS 255.83' _ A ROAD ? J I W rAV�1�RSA K RS It K Q SURVEYING, Inc p I 713 Nacomis Court (925) 344-6461 Z 0 Tracy, CA 95304 O 2 CURVE TABLE CURVE RADIUS DELTA LENGTH C1 2241.88' 00°45'00" 29.35' 00°36'00" 29.48' 00027'00" 29.61' 00018'00" 29.74' 00009'00" 29.87' 14005'13" 81.14' 06007'40" 42.78' 02037'22" 70.73' 33000'45" 110.04' 04019'40" 10.82' 04013'52" 188.83' © PORTION OF LU PARCEL 1 LU = [138 PM 261 L##) 61.035 ± ACRES C3 2,658,673 ± SOFT W ff-� W Z" ao N V) ATLAS ROAD D ;4545 p0, REALIGNMENT Cf6 234,, / WIDENING ,31'16' [Doc No. 96-2009701 \R� N 0,18 p� 000 C;79 906, )' h �\ R�0 O FND BD MON �o IN MON BOX SEE L4 S 72050'32" W 660.40' S 16053104" WLRI C\1 LL%H993 Q0 C77 2 �, [E -T-00 No P'IvD 4` ass QDo@ Goo 200 0-000 090 ] 7C9 S 21049'22" Wq(Rj 00X39, /------ LO C9. ��\ N 58024'1 W 77.44'' S 23°32'28" W R 2 A 6SOSO,O Q �`SO pLa[�OC� Q Q �� \ 70 N 77007'58" E (N 77°08'16" E) ( S (1400,58')(D 1400.69 3/4" I.P. PER O S.F.N.F. w o N co � P ,T! pL.- n(KKEL m K, 2@2 F�)[d Lc�� 0 0 0 N T- 850.69' (851.77) 1 5 (850.61)Q ®8�01 MCS X4ti 00 LE RECORD OF SURVEY RS No. 4006 OF A PORTION OF PARCEL 1 AND PARCEL 2 AS SHOWN ON PARCEL - MAP MS 759-88 FILED FOR RECORD ON FEBRUARY 10, 1989 IN BOOK 138 OF PARCEL MAPS AT PAGE 26, CONTRA COSTA COUNTY RECORDS, AND LYING WITHIN THE -- FND BR MON -- CITY OF RICHMOND 1IN MON BOX PRT I I CONTRA COSTA COUNTY, STATE OF CALIFORNIA (N 77°0750" E)T (N 77°09'33"E)o SCALE: 1 " = 150' MARCH, 2019 1N 77008'41" E CONSISTING OF TWO SHEETS 255.83' _ A ROAD ? J I W rAV�1�RSA K RS It K Q SURVEYING, Inc p I 713 Nacomis Court (925) 344-6461 Z 0 Tracy, CA 95304 O 2 CURVE TABLE CURVE RADIUS DELTA LENGTH C1 2241.88' 00°45'00" 29.35' 00°36'00" 29.48' 00027'00" 29.61' 00018'00" 29.74' 00009'00" 29.87' 14005'13" 81.14' 06007'40" 42.78' 02037'22" 70.73' 33000'45" 110.04' 04019'40" 10.82' 04013'52" 188.83' © [� S-� C8 C2 2814.84 ©O� o`o 190.99' C3 3769.74' C10 ff-� o W Z" ao N C1 1 2557.00' N 57037'01" o C%41 .. 1-0 r-- N - C4 5679.61' N 12051'44" z r 81.16' C5 11409.17' ti 67.36' I Q C6 330.00' 79.28' S S 32047'15" 1xx ' 45.00' zzz� N 57037'01" 'a 0 wQ0 .� C7 400.00' z 00 147.43' FND 6" CONCRETE MONUMENT PER 01 740.29' (740.18)(1) HMOM[ Q)HD DCry UIRIED �DG[IOOC� D��41��D4 Qg4 � g (o. n. g0 q FND 6" CONCRETE MONUMENT PEROO SET 3/4" I.P. W/ PLUG "LS 9097" IN CENTER OF MON [aVF �nq T RIGHT-OF-WAY :�;l N(93° cs P E R G)'ItSo 2g 43 '9p E14I o b� � A al �o O�`� CY)0 I PAR�i E L 2 N 73°03'32" E � lb 0) 06'°� M 138 PM 26 FND BD MON ��a,��6'0 U) [ ) 395,03' 339 .00)01 2 IN MON BOX O o• 16.172 ±ACRES (GROSS) � SEE© �O ��`9' i 704,456 ± SQFT "LS 909SET 7'D/TAG �w�� � + NET S. C10 95' 15.662 _ACRES ( ) IN FENCE FOOTING �- 1p- O ` 682,222 ± SOFT h0 N 89'DO 07'p4„w , '4TL 131138'0 � �Qr'r,�q, q$ RD �T o CP a �� �P �o AD 1222 43 O FND BD MON QD� IN MON BOX SEES APN: 405-270-011 33.64' '--� 405-270-008 LINE TABLE LINE Lu C8 1545.00' Q 3: Z C9 190.99' S 12°39'12" W(R) C10 143.24' N 55°44'49" Z" ao N C1 1 2557.00' N 57037'01" o C%41 .. 1-0 r-- N - 14.08' L5 N 12051'44" z r 81.16' L6 S 77°08'11" Z I 67.36' L7 N 42018'41" E 79.28' L8 S 32047'15" 1xx ' 45.00' L9 N 57037'01" 'a 0 wQ0 .� 140.81' L10 N 87009'45" 00 147.43' (147.26)01 [aVF �nq T RIGHT-OF-WAY :�;l N(93° cs P E R G)'ItSo 2g 43 '9p E14I o b� � A al �o O�`� CY)0 I PAR�i E L 2 N 73°03'32" E � lb 0) 06'°� M 138 PM 26 FND BD MON ��a,��6'0 U) [ ) 395,03' 339 .00)01 2 IN MON BOX O o• 16.172 ±ACRES (GROSS) � SEE© �O ��`9' i 704,456 ± SQFT "LS 909SET 7'D/TAG �w�� � + NET S. C10 95' 15.662 _ACRES ( ) IN FENCE FOOTING �- 1p- O ` 682,222 ± SOFT h0 N 89'DO 07'p4„w , '4TL 131138'0 � �Qr'r,�q, q$ RD �T o CP a �� �P �o AD 1222 43 O FND BD MON QD� IN MON BOX SEES APN: 405-270-011 33.64' '--� 405-270-008 LINE TABLE LINE BEARING DISTANCE L1 N 03051'30" W 12.00' L2 S 12°39'12" W(R) 12.00' L3 N 55°44'49" E(R) 12.00' L4 N 57037'01" W 14.08' L5 N 12051'44" W 81.16' L6 S 77°08'11" W 67.36' L7 N 42018'41" E 79.28' L8 S 32047'15" W(R) 45.00' L9 N 57037'01" W 140.81' L10 N 87009'45" W 147.43' (147.26)01 %yi KeJ,rJ BD BRASS DISK BR BRASS ROD I.P. IRON PIPE MON MONUMENT O.R. OFFICIAL RECORDS RCE REGISTERED CIVIL ENGINEER SFNF SEARCHED FOR NOT FOUND W/ WITH LEGEND DISTINCTIVE BORDER ADJACENT PROPERTY LINE CENTERLINE - TIE LINE / RADIAL LINES ------------------ MONUMENT LINE RECORD INFORMATION W/ REFERENCE ( )1T FOUND 2" BRASS DISK IN MONUMENT BOX FND IRON PIPE OR AS NOTED • SET 3/4" I.P. W/ PLUG "LS 9097" O SET 1" BRASS DISK IN CONCRETE "LS 9097" FND BR MON \ IN MON BOX PERT � GFX / OPp 6� °26�V �G 0 150 300 450 Scale 1 " = 1 50 ft 18-086 SHEET 2 OF 2