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TRACT NO. 3206
<br /> �EFE Ne S: SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> _CURVE TABLE LINE TABLE (RI) MAPS AND PLATS 34-q8, S.J.C.R. E LI S SAGARAY RANCH
<br /> CURVE RADIUS DELTA LENGTH LINE BEARING LENGTH \ •r.,C25 478.00' 5'42'54" 47.68' L-0 544'33'37"E 28.28' (R2) CITY OF TRACY MODIFIED GRID SYSTEM AS CALCULATED FROM THE UNIT NO . J
<br /> C20 528.00' 2'12'41" 20.38' LII N45'26'23"E 28.28' CITY OF TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED
<br /> C27 500.00' 2`12'41" Iq.3o' L12 Noo"26'19"E 22 32' n CONSULTANTS GROUP, INC, ON FILE WITH THE CITY OF TRACY PUBLIC OF PARCELS 11 , 12 AND 13, TRACT N0. 2901, ELISSAGARAY
<br /> C27 40.00' 40'5141". 28.57' L13 N44'33'37"W 28.28' --'� WORKS DEPARTMENT. RANCH UNIT NO. 1 , AS FILED FOR RECORD ON APRIL 21, 2000
<br /> IN BOOK 34 OF MAPS AND PLATS, AT PAGE 98, S.J.C.R., LYING
<br /> C29 50.00'1 13'58'031, X2.19'' L14 N00'26 1l "E 22.32'' N \ .
<br /> IN THE S.E. 1 4 OF SECTION 34, T.2 S., R. 5 E., M.D.B. & M.,
<br /> C30 50.00 b0 55 00 53.16 LIQ N45 II 3ciE 28.28
<br /> C31 50.00' 60'55'01" 53.16' L16 N87'58'S8"E 23 DO' `"'� © CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> i iN44-05119"E I \ \ -------
<br /> C32
<br /> _- ------
<br /> C32 ! fo.o0 60-5510111. 53.16 Lf7 27.73' J ` ss\p� DAVID EVANS AND ASSOCIATES, INC.
<br /> C33 50.00 6U 56 14 53.18 L18- 545'54'41"E 28.82 �''\ R=650.00
<br /> C34 50.00' 4'11'49" 3.66' Llq N07°12'17"E 29.93' ��''�.� p-(o'1 5'55" _ - - 58936'47 E 446.32 (M-Irl) _- _ _ - o TRACY, CALIFORNIA
<br /> C35 50.00' 11'23'17" q.94' L20 589'39'I I"E 29.93' L=71 .
<br /> (r1-M) 'N EL I SS A GA RA Y DR1 VE
<br /> C36 50.00' 79'43'17" 69.57' L21 589°33'33"E 5.73' - /J '`n 1 n N86'10'48"Wm FEBRUARY 2002 SCALE 1 "=60'
<br /> N89'36 47 W 398.49 T
<br /> C37 50.00' ..19'44'41" 69.59' L22 582`33'31"E 9.01' ,'- x\� „ "" - . . .
<br /> „ , , n I \ 8°4 4'1 1 " 80.67' 80.07' 80.07' 84.93' 73.35' 50. -
<br /> C38 50.00 79'43 17 _69.57 L23 582'33 31 E 12.56 \5 ' „ o- 1 r- SHEET 4 OF 4
<br /> C3q 50.00' 11'16136" 9.84' \ q,Zro'1 �, L=°14.23 3 ACCESS TEU N44'42'34"W 1 ,
<br /> / b. 01 ,1 0 I 28.24 m 30
<br /> C40 500.00' 7'00'02" b I.Oq' c,°�' L,1 cp.
<br /> m I ^? Ln
<br /> C41 500.00' 7'14'50" 63.24' •'t�`\ \2� C'- `� - 2 2 O
<br /> �` ��' 21� � 21(0 p 21`1 218 n 219 m I m _
<br /> O\ / 21 A nWa �Q I w
<br /> 2 13 s�y\.. P.U.E. N - --2
<br /> / m
<br /> _ - - C16- 2q.g3
<br /> o: ��� �v , �i"�\ t=�,1 2 ?�2 - ^ ~ao.�o'- r�o.00'T _ c26 569'48 21"E z
<br /> © 2 S, p 1 ' 368.92 (T)
<br /> 21 `> \ \ D,p! a:r' ✓ 1'- 587'56'58"w S TREE T N o ° 559#4_8'21"Eco
<br /> °
<br /> to '\ % Fes\ 99 •2�'� 3� ° -587'S8'SBwW 208.17 (M-M) C27 79.g3 (M-M)
<br /> 0 v p\ �„�,� ,87 5858 W 160.15 (M-17)
<br /> 58758'58"W NOTE&:
<br /> 30l,-�"` T ,878 58 W 110.20' _ _ 110.68' _ - - c
<br /> , c �\ - - - - 1. A 5.5' WITNESS CORNER SET ON LOT LINE PROJECTION FOR LOT GORNER�
<br /> ti 211 \�o'�c /`�9 L"238'26 q'(58"� - �J� \' /- ` - _}- FACING A ROADWAY. (CHISELED "+" ON CONCRETE SIDEWALK.)
<br /> F\ a 1 0` sb• ,3 / `5'1 1� g Aa 1^ I IDI' P.U.E.
<br /> J �h S o5� \ 9- .bti � D� 32.20 : L-ba• f ,\28 �'28 - 2. THE FILING OF THIS PHASED SMALL LOT FINAL MAP DOES NOT
<br /> h �L• X96. q�„ �. p 0 �- �% 10' P.U.E. I v
<br /> �� r, o r 221 ADVERSELY AFFECT OR DIMINISH THE LIFE OR RIGHTS PROVIDED BY THE
<br /> 0` ° \ ' rl 67 n n n n
<br /> r� �� 220 co o
<br /> `VESTING TENTATIVE MAP 2901 ON f'NE REMAINING PORTIONS OF VTM 2101
<br /> ,,Q a \ I� r co .r, r ON WHICH SMALL LOT FINAL MAPS HAVE NOT BEEN FILED FOR RECORD.
<br /> 210 �q99. ��'�Q� �/ �''��.,� 5' S.E. �y \��`PJ I Ir' - N cJ I I n 1 REFER TO APPLICATION NO. 1-99-75M
<br /> NS • \ / �1 o S o ( w1 22� (SEE '' \ 10 P.U.E. --) I I 589 4821 E 121.83
<br /> S , �• J NOTE 3) i 894821E 162.61 - 3. THE EMBANKMENT SLOPE EASEMENTS ACROSS LOTS 226 THROUGH 2286
<br /> � 2� 5 S.E. \ rh m �1 m ¢1/ AND 233 FOR THE BENEFIT OF LOTS 231, 230, 229 AND 234, 235
<br /> \a�' --(SEE SIm ; �.., o� Jv��� RESPECTIVELY 514ALL BE CONVEYED UPON CONVEYANCE OF OWNERSHIP OF
<br /> 0°` c`� `d'
<br /> ,, 2 cs, NOTE 3) s\ S Q� I �0 i LOTS 226 THROUGH 228 AND 233. SAID EASEMENTS ARE NOT CREATED BY
<br /> ?o>#� fey /1 �J � ��� � �0 1 � �� I S � � 222
<br /> o p �o��o \ \9q. U/� 1 �� L20 2s,�'L\ rl� �y C 5�q 19`16 W( 0 1� 2 2 �6� I L �� C34 THIS MAP.
<br /> CoV .� _ �,�` v� ?8 u, C29 J c� O c� / , i 4. 3 WITNE55 CORNERS (N.C.) ARE SET AT THE REAR OF LOTS A5 SHOWN.
<br /> J 20e Q / ��� �_ ��s ��Y� '�ji C� A I I� 1 u 55q'48 21 E I17.1b ` ��
<br /> \5�p, �y O \ ,mss�\ Ix
<br /> 2 3C� rn 5aq 48 21 E 130.21 Q 1 J53,27 5 "moi DISTANCES SHOWN ARE FROM PROPERTY CORNER TO PROPERTY CORNER.
<br /> \ o ° ( ) 11,E BA515 O>= F3EAfi�fNC�S:
<br /> �V �(Li ''iJ coN `1 502°50'50"E(R) �; w �t 1
<br /> \ ' R // I/ �; •`j ��`V�(R)_I- O ° 11 , Q; I; o ,1, I 2 2 3 w THE LINE BEARING NORTH 0`16'59" EAST BETWEEN CITY OF TRACY CONTROL
<br /> �o' S64'S8' " ko , V/v ,"� �' ,fir% `�6q A2�, a �/ `� 'I- I°0 27 �R 1�' 1 `� v' `r U 6 MONUMENTS GPS 14 AND GPS 7 OF THE CITY OF TRACY MODIFIED GRID
<br /> 20 F(R 0 ^ p - pRG G8 '� / r.� �, 2 2�o N6 v w
<br /> i s i`` -� \ C S' , In Q 11� SYSTEM AS CALCULATED FROM THE CITY OF TRACY REPORT ON GP5
<br /> •n'p - - "� a i1�1 O Ow ! `5°8.3 , °�' �;' / X355 n ,1; IL
<br /> V a v ! �w�, \ oo� �/ 32�� �� 6i • , ?W �_ r� SURVEY AS PREPARED BY ASSOCIATED CONSULTANTS GROUP, INC., ON FILE
<br /> `o u „ 20� er( ! moo! /��'\ �� \�`�' 4-261. 10 P U E 6 5' S E \����' \ �1 51 06 ���- Ns6•o �( 1il WITH THE CITY OF TRACY PUBLIC WORKS DEPARTMENT AND THE COUNTY OF
<br /> C?� V d� �� 8\ y 146 ? '' (SEE `����' 3 -� ,; '� ° i6„ SAN JOAQUIN (30-R.S.-I8), WAS USED AS THE BA515 OF BEARINGS SHOWN
<br /> ;v70' � �/ _. NOTE i �' o �Y ,L, HEREON. COORDINATES SHOWN ARE BASED ON THE CITY OF TRACY
<br /> �N7424, 1 �� 1;� �, ,J/ 233 ,�, of 3 �'� AI u; 10 P.U.E. ''So a- MODIFIED GRID SYSTEM.
<br /> R ,°�J ° ,v l �V 232 �,I� 0 231 `_" _ ) 0�`0 225 gl w
<br /> N7
<br /> Lo 574'24'34"EIR) o° ° l 90417911W �� ��� I $ ; g A�� m i 2 2
<br /> 0 -�I z LEGEND:
<br /> CC)ry m o I c 73 6,�� � ) 1�6 90' �7 •.II -171, g I ���� �I L6 _ _ SET 2 1/2" BRA55 DISK, STAMPED L.S. 5916,
<br /> 0 2 0-1 .-/m 11 0' o ) z I.n IN MONUMENT WELL
<br /> a" 3' W.C. N1� r N 5' S.E. 82.490 97.00q*33'33"E 237.00' 10 00' 176.00' 581'33'33"E- 316.00' (T) FD. 2 1/2" BRASS DISC STAMPED R.G.E. 32158,
<br /> 140.00 3 W C.
<br /> (TYP.) CL/ NOTSEEE 79.00' 79.00' 79.00' 79.00' 79.00' 71.00' 79.00' - - IN MONUMENT WEAL PER (RI) OR AS NOTED
<br /> if
<br /> N83'5013911W R ©� 3) - - - - - INDICATES RE51'RICTED PUBLIC ACCE55
<br /> 140.00'
<br /> � "- !--lo' P.U.E. � �
<br /> cv- „ c�� SET 3/4 X 24 LONG IRON PIPE, TAGGED L.S. 5996
<br /> c� c� cv ri cv 04 r
<br /> ,x350 Ii11 234 w 235 23� N_ N N w N FD. FOUND
<br /> N
<br /> -"' ", w 2, -"' 2 3� -``� 2 3 `�' 2�O 2 41 242 rt (M-M) MONUMENT TO MONUMENT
<br /> w ,c, 2 UGC IV 28' 28' m m cn m m m m r
<br /> i 32'a 4 ° c� - _ = - - _ - PRG POINT OF REVER�E CURVE •
<br /> "L
<br /> NCN
<br /> 10' P.U.E. ! �, �, I S 10' P.U.E. g S S L21 L22 � P.U.E. PUBLIC UTILITY EASEMENT
<br /> _ II I =
<br /> -- - - -- L=6 4.5 f ' L23 (R) RADIAL
<br /> -79.00 79.CO - - 79.00 - �_= I=M01-2 -
<br /> ��� N o m 589°33'33"E 550.41' (T) i R=52 o8 p+ -,=`�,63� - - - - - - _ R.S. RECORD OF SURVEY
<br /> 589'33 33 E 100.00 0
<br /> L � �' � z °�° HOGEC3 DMVE I N1 �� 233'31'E 0 01 S.E. SLOPE EASEMENT (PROPOSED)
<br /> 56.00'`'• '� _ 144.00' N _ r _ _ S89'33'33"E 520.40' (M'M� - _ 589'33 33 E ' �T� ' -
<br /> W�; 569'33'33"E 200.00' (M-M) ° _ - --- - -�� 101'201 �M-I 1 N SA.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> 78.00 (M-M) C40 582-3313--1°- - ° °
<br /> rn - o NC41 �7-- (T) TOTAL
<br /> 205 24 ---- 24-1 24� 245 244
<br /> --�"""` (TYP) TYPICAL
<br /> 245 �l`�� W.C. WITNE55 CORNER
<br /> 1•
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