Laserfiche WebLink
SEE SHEET 5 <br /> 25.00' 0 20.00' 2$.OQ' 0 20.00' w i <br /> 1 1 N66'24'25"E LR i <br /> 35 34 33 L 32 w_ I I __ �,� ►Z <br /> 050 0 <br /> NIM <br /> % 16 I I 14A=04PO3'2Er �\ Ni n QQ <br /> 38.00'- _29.00'-1;7 _29.00 - 41.00_ ._._ co l <br /> L=4.96 z �� <br /> o w ;d. �, FN90D00'00!'E N90°00'00"E 64.00' 1 ,3.5X».5'RE FOR �� O <br /> r4=u <br /> �� ' 37N� o �� o 21.50' ( THE BENEFIT OF LOT 13ty <br /> 's <br /> # - N �` ozo I35X11.5'REFOR ' 21.50' -`o``-� cdo `y - THE BENEFIT OF LOT 16 I o_ N90°00'00"E 67.18' <br /> �* Q <br /> --�, X01 0 0 ;d- 3 6 ,2 W �'-� °��" w 3 V�Z �`' � 3� 0 0 0 0 0 o I <br /> �/ 3! L� o I d- x �i o o o 1.�.+ 1 7 10 1 0 <br /> CD �, o o = , cm <br /> 3/ / Q Q 'J Q(� o I o h I ao o h�,i co M 0.5X16 PYE FOR �'� C413 1 <br /> 82 U 1 UV 1 GL .- Ni i o h� o "moi o GL 1 to , N 28.00 <br /> r--/ „�/ b i b o 0 0 _ THE BENEFIT OF LOT 18 z 0 <br /> Z 4/ i w �..i z i z R15o � o N o ao SEE DETAIL A'ON SHEET 3 1 , <br /> „/ o / ,�. ¢ ` <br /> fA=-3(r00'0(f <br /> N �' - - - - - - - ' L=7.85' , 2 z , oo , 1 <br /> ,�y z , _, - -� - -.. _ - - _� - _ - N90°00 00"E G4.00 21.50' 1 N90°00'00 E 67.02' <br /> ?\ - - - - N I , ``' , ``' , ,f `�' o I N _ 20' '- 0' w---PUE, EVAE & RAUE <br /> j� -. -.45.66'-- .- 40.00'- --41.00'- -- w N90°00 00 E 38.00 29.00 N90°00 00 E 41.00 w o 0 CD 0 0 l o p o <br /> N90°00'00"E w N90°00'00"E N90°00'0Y'E o U 38.00' N90°00'00"E , 0 29.00' N90°00'00 E 41.00' w ai 18 a; q o0112 o Z w <br /> �r o ( � o o o cv N i� ri �I <br /> zt, o o"� o o w - - - - - - -^ - - - - �- 0 13.50' z1 3.5X11.5'REFOR cy <br /> ..�1 , �o d- o l ��.R-15 o N o-F ., # w THE BENEFIT OF LOT 11 <br /> ©� N �� 77 �° "� 79 C' 1.aLl r ,� ,' �., = 4 o o .¢ z N9o°00 00"E 64.00' 1 0 2150' - �, N�„�- .".� o <br /> o i ,�/ ,; o z " 1=30°0000" <br /> v�/ ►� "v o o o 0 1 I 1 N90 00 00 E 66.83 # <br /> 1 ;,� t �3 ter' U .-7.85 o f co 1 ° 1 , 0 v- <br /> "'I 1 o _ N09°35 39 W(R) w � 1 o f w o f o w o 00 '` <br /> �l ►� 0 0 0 ------ I o �� oCD <br /> z/ t o / 6 N _ o ,_,_; R=15 "' o f h w o co o r. w <br /> / N •--� o 1 # oo c o . •o o C:) '� w I `� 1 7 1 0 C, I v, W = Z <br /> # �-/ o R-591 = w _ , 1 �;,� o I 43 0 42� 94 <br /> � o,o� `o` 0 40 0 0 o N ,3.5X11.5'PYE FOR N oc <br /> o 00/ / _ ' ©" tXJ 0 e-09°35 3g' 1 ,. o �, o o � n o ©!� <br /> 1 &1 z ►► a 00°58 56" z z _ v co o I g> h o n 1 o I THE BENEFIT OF LOT 10 `-� 0 <br /> i o: co a L=10.13' L--2.51 o t� o I o �,ai o w ,,�z o o c*4 1 �f f z ! Q- ao « y I <br /> DOur ► f �� -" .._..' ._.' -.' _...' -' -' -" ._' - -' -' bi z z et z= ``' z o + � N90°00 00 E 64.00 2150 00 <br /> ` 1, o , If , I ZI '� 0- ~' z # �J �, N90°00'0010% "E 66.67' o <br /> DRNEi `� N90°00 00 E 59.20 N90°00 00 E 40.00 41.00 w I I - z D D <br /> i '" 38.00'` "' 29.00 "29.00' "" . p o U o - 0 w w <br /> 42.20' 29. ' 29.00' N90°00'00»E 40.00' 'b "'i o � 0 1 0 o I o Z �a <br /> o o aoomo.F.U.Jo 29.00 ,..,....29.00 _ -38.00 ....- � g� < o. 20 o c? 1 0 � # �1 <br /> 102.00' - - - h- - h- - - - - - - o '"' o � I b 1 �, <br /> 4 R=591' N �' o N R=15' / b I �a w z I N o cv <br /> 4Z d: A=W58 4r C:' ;y w © e-09°35'39" / Z o 11749 PDE � �L19�� o �o o = N90°00'00»E 64.00' z N90°00'00"E 66.52' � <br /> M # � L=t 0.11' cO '� 4 L=2.51' i ? -- 21.50"' 28.00 <br /> z ci 1 w I ~o w a�o w N09°35'39"E R / "'� <br /> co co �� 40 `�° 47 ,3.5X11.5 PIE FOR w I # <br /> Lu oo! + o co -__ _ ._(, , / w ��45 <br /> w �; w o I o THE BENEFIT OF LOT 20 0 _ , ci <br /> ►�1 7. o o o 0- N90°00 00 E# 45.00 # _ 1 I R_15 <br /> Q v d-I �y o o o o o , _ o 9 <br /> o ,h,�. o = �' R_15 o o _ '�' <br /> o d- 76 - �7,5 o h�74 w o 13 0 25.00 20.00 R 75 1 h� � cra 21A=3(rOO'OCr I o, o I e 30°00 00" <br /> wzo � # o # o ,� �w = o o <br /> ,� C' o o W � o.. g� 1�30"00 UO" o "' o `" o ��S'�, L=7 85' °o L=7 85' h� Q i <br /> cn -t z j o ` z h m o ;�. °o L-7.85' 2� b o ao 20.00 O 'J' o „ o, <br /> z �� k a ° / » z - "' oo z Z o z o `� Z ---- 06,�� N6_0°00 OO W�R� N_60°00_00 E(R� �� w w <br /> N87 27 56 W�R� I �I N30°00'00"E�R) ,� ,�,- - - - �� - 56.47' z it 59.85'- �' <br /> co <br /> �' 10 - ao <br /> 29.00 -1%0 29.00 40.00 �I » M N90°00 00 E 116.32 q� ... <br /> Q��� '�''. 1 , , �p ,,�,,9 ' 01 N90°OQ'00»E 41.00' 29.00' 29.00' N9 00'00 E 38.00' j 12.01' ,� el`, I <br /> o ..�.. 38.53- -..-.. 38.00- -29.00- �,1 p / N ic> o <br /> a o "' p "` ° „ w '� _ w '~'1 38.00 0 29.00 N90°00 00 E 40.50 29.50 I�..� l o �, z INA <br /> N � 11 © �N875113WIRI - _ N o �� = 0 0 <br /> o „� 0 >"N o 1* o o o I 1 I z�, ---,- -� - - - - - - - 28.00' o (27_53 ) _ _ N90°00'00"E 186.20' M=M - - - 0 coulvaDiro ,� # - o o `�� d- R-t5 N N o (27.8 ) i. 36.00' PL-M <br /> w J i _ --� 0 3o�oo'Oo a o w o ,o ENGLAND WAY CD <br /> o F- w ��, II coo 69 w 70 w co 7 cy� 72 � 0 Q o, = o �,1 o N6_ <br /> 0°00'00"E R _N_60°00'00'W�R� cam•' I <br /> w cn cn ,c,i .� w o o J °' L=7.85 �' `r I ,� -- - 11 12 01 -- --- <br /> ao -- ' <br /> M a » b b Z o 01 #o w o w '�o w �' 1 `'' w uj M N a�, co I N N90°00'00"E / ��' 112.14'- �'"' c <br /> Fv N87°17'51 ER) o tai o :� I o 01 0 o --4 o 3 o LOT F 'b I o�`� O O to <br /> !cv w o w o ``' o z co o Lo °' �� o0 0 0 o� '�'�� _J 56.18 55.96 1 <br /> 1 Vol* � o w o �W I � , t � � '� .. o o �� o o w � _ 9� � Q, �, . <br /> ;n py / R=591 g� = g� +� c� R=15 T //�� .-- o "� x50 izz 0 4 h o 4 o �U� vow -' �w 8X3 PWE� 8'X3' P E `�s' ----- # <br /> / _ t © Q Z _. tri ) w d"' 0 20.00 O 1 f W J� w- 00 <br /> - <br /> rnl / b 00°58�t6' z z o e_09'35 39" cv,3 ., b I � b �� o '� b co b o I o_ 11 X4 PUE �' _ s>>� c0 36.00' <br /> I L=10.02 _.._ _... - L ,._. - `� L-2.5t - o w I # z �- ,�,�. Z h z o o Ki <br /> i -',� --"v�1 �, *,� = z z�• o ui e=30p00'O(f c? w R=30°00'00" �' �'? avo <br /> zL- o '�`'I W 20.00' �, +� o N oo R=15 L=7.85 I oO ro I L=7.85' 0 w <br /> a 37.90' N9 0'00"E 38.00' 29.00' NNW'00 E M 1 ,y 1 .5 ' 28.00' Z' 0 1 `" °' I '" <br /> N90°00'00"E 46.90' " U 3 `9 31.00 &.29.00 40.50 29 0 20.00 Ln8 o u') o <br /> 29.00 N90°00 00 E, 0 41.00 C" M! •"9 <br /> o C)I t� 0 00.0' N90DOO'01 E 48.00' "' 20 PUE, EVAE & RAUE o0 <br /> _ o o z I. N90°00 00 E 130.00 ' <br /> i : R=591• - - - w .- _ ._.._� _- - _-_I 0 00100 0 o N90°00'00"E 64.00' Z I , c� <br /> : �r oR-15 cy 10 0 0 - 2150' N90°00 00 E 65.87 o <br /> 0 30 60 a=00°58�i T o � o o w e=09°35'39 � , 1 N ACLAND WAY N N , <br /> w I d L=10.03 h tet- L=2.51 Q; (27_00) - _ - _ 28.00 PL-M o 20.00' 3.5X11.5 RE FOR I 23.00 0.5X12'RE FOR r-- I z <br /> to 1 co I i co co 25.00 0 --� - - �' THE BENEFIT OF LOT 8 0 Q THE BENEFIT OF LOT 1 <br /> 1 �� 0 0� N 32.29 <br /> SCALE. I"-30 i o f w o f w o I w o ^(28.17) I o N90°00 00"E 185.00 M-M o�-cq w ( ) � Cj SEE DETAIL X ON SHEET,3 0 <br /> i w �o 67.c�!!!�, <br /> �o o C;dw I� ai I''i o N W c i 1 12 <br /> 36.00' �! <br /> gni I o �I Q �o 6 V o 65coo w�oo m 6V - oo �� o w o 1`T N90°00'00"E 124.54' '�I w I w 7I <br /> �r� 01 h `� o o N N� J <br /> Z N I r O .� o �]J .. <br /> Irl �o "oNol `�W b �� W al o CD a.# st & ----- AL � w <br /> C)f o �I h m C) z ``i z w o o 20.00' h`?oo `spp�>, w 28.00' o o W o <br /> ob00 4 z) "� z h' �' `� z M - - '��o0 003 0 = o M U o0 <br /> - - - 0 -29.00'- 41.00L z r `-� o <br /> NO �ii. 39.26 29 0 L '- o oo Z r ' z <br /> 1) ALL DIMENSIONS SHOWN IN FEET AND .- -N90°00 00 - N90°00 00 E --- - rN90°00 00 ET b C # z W n.. <br /> DECIMAL EQUIVALENTS THEREOF. T w TRACT No . 5 <br /> X TO BE SET IN SIDEWALK 6� 6� 6 4 � 25.00' 20.00' 28.00 20.00 <br /> 2) CHISELED CROSS ( } SEE SHEET <br /> AT FRONT AND REAR LOT CORNERS AS SHOWN, SUBDIVISIONS O SAN JOAQUIN COUNTY <br /> 3 3j4" IRON PIPE, 18" LONG, TAGGED L.S. 5412 LEGEND: <br /> } T AND REAR CORNERS OF o SET STANDARD CITY OF TRACY STREET M-M COURSE BETWEEN MONUMENTS W.C. WITNESS CORNER (ALONG PROPERTY UNE, OXFORD S <br /> TO BE SET AT FRONT O MONUMENT IN MONUMENT WELL; 2-1/2" UNLESS NOTED OTHERWISE) <br /> LOTS AS SHOWN. BRASS DISC STAMPED L.S. 5412 M-PL THE PROPERTYLINE <br /> ONUMENT & SNF SEARCHED, NOTHING FOUND SUBDIVISION 0 F LOT 5 5 O F TRACT N 0. 2872 <br /> 4) G,P.S. NO. 9 = N442506.01 E1724838.56 <br /> G.P.S. NO. 10 = N442137.99 E1730800.16-SNF Q FOUND STANDARD CITY OF TRACY STREET M-INT COURSE BETWEEN MONUMENT & S.J.C.R. SAN JOAQUIN COUNTY RECORDS FILED IN BOOK 34 OF MAPS & PLATS AT PAGE 87, <br /> PER 30 R.S. 18 MONUMENT IN MONUMENT WELL, 2-1/2" INTERSECTION � � �' <br /> 5) THE AREA CONTAINED WITHIN THE BOUNDARY BRASS DISC STAMPED R.C.E. 23720 PER BOOK A BOOK A OF DEEDS, S.J.C.R. SAN JOAQUIN COUNTY RECORDS, <br /> SHOWN IS CONTAINED <br /> AC., MORE OR LESS. 30 M.&P. 32, UNLESS NOTED OTHERWISE N.T.S. NOT TO SCALE PUE PUBLIC UTILITY EASEMENT <br /> FOUND CITY OF TRACY STANDARD MONUMENT M. & P. MAPS AND PLATS, S.J.C.R. D EASEMENT SITUATE IN THE SOUTHEAST QUARTER OF SECTION 32, <br /> 6) PURSUANT TO SECTION 66434(G) OF THE SUBDIVISION IN MONUMENT WELL, 2-1/2 BRASS DISC PYE PROPOSED PRIVATE YAR <br /> MAP ACT, THE CITY OF TRACY DOES HEREBY ABANDON L.S. 5 12 PER TRACT NO. 2872 P.M. PARCEL MAP, S.J.C.R. PWE PROPOSED PRIVATE WALKWAY EASEMENT TOWNSHIP 2 SOUTH, RANGE 5 EAST, M.D.B. & M., <br /> IN ITS ENTIRETY WITHIN THE BOUNDARY OF THIS MAP, STAMPED 4 <br /> S STORM DRAIN (34 M. & P. 87) R.S. RECORD OF SURVEY, S.J.C.R. RAUE PROPOSED RECIPROCAL ACCESS & UTILITY CITY OF T <br /> THE SANITARY SEWER EASEMENT (SSE), X SET CHISELED CROSS I.N. INSTRUMENT NUMBER, S.J.C.R. EASEMENT (PRIVATE) <br /> EASEMENT (SDE), AND TEMPORARY RETENTION POND AND 0 SET 3/4" IRON PIPE, 18" LONG, O.R. OFFICIAL RECORDS, S.J.C.R. EVAE EMERGENCY VEHICLE ACCESS EASEMENT SAN JOAQUIN COUNTY, CALIFORNIA <br /> ACCESS EASEMENT OVER THIS PROPERTY AS CREATED BY W/TAG L.S. 5412 <br /> TRACT N0. 2872 (34 M. & P. 87), AND THE 15'x25' PUBLIC SET 3/4! IRON PIPE, 18" LONG, W AG L.S. 5412 (R) RADIAL BEARING SDE STORM DRAIN EASEMENT <br /> UTILITY EASEMENT (PUE) AND EMERGENCY ACCESS EASEMENT 2'OFFSET FROM CORNER ALONG LOT LINE CL (CENTERLINE SSE SANITARY SEWER EASEMENT db <br /> EAE OVER THIS PROPERTY AS CREATED BY TRACT NO. 2227 AT S - SE SLOPE EASEMENT (PRIVATE) CIVIL ENGINEERING - LAND PLANNING - LAND SURVEYING <br /> (EAE) � FOUND CITY OF TRACY STANDARD GP - - - EASEMENT LINE, AS NOTED <br /> (30 M. & P. 32), SAN JOAQUIN COUNTY RECORDS. MONUMENT (PER 30 R.S. 18) AS NOTED . - . G.P.S. TIE ( ) PULL BACK DISTANCE-MEASURED <br /> PLEASANTCJN, CA (925) 225-0690 7) SEE SHEET' 1 FOR BASIS OF BEARINGS. --- ANGLE POINT - STREET CENTERLINE SHEET NUMBER DECEMBER, 2005 <br /> 8) SEE NOTES REGARDING PRIVATE EASEMENTS ON SHEET 1. EXTERIOR BOUNDARY LINES -_- --- SECTION LINE �` <br /> 13:51:32 1 P. 19308-1 #m FM04.dw D.D. SHEET N0. 53C SHEET 4 OF 5 19308-� <br /> 12-16-2005s <br /> r <br />