|
tt , .
<br /> 14
<br /> MATCH TO SHEET 7
<br /> \ I Dist. Count Route Post Mile Sheet Total
<br /> Y No. Sheets
<br /> PIL O ,k ,_k 10 S J 120 0.0/6.6 6 31
<br /> TIMOTEO & C.P VAZQUEZ A s 0 Lo co o 0 3 T 2S . , RM. D. M .
<br /> 4322 /586
<br /> M p-
<br /> �� 4) ,��, m Q c o `�M ApprovedIN
<br /> � Z LOREN T. MAR , RCE .20870
<br /> �rn �, � O N SURVEY OFFICE ENGINEER
<br /> � � � Date:
<br /> A
<br /> _
<br /> SECTION
<br /> �, .� 2
<br /> o SECTION 3 L .4
<br /> _ �0
<br /> I k P I , o 1 471 ,000.720 N P 3 to ° , o c0 -
<br /> �0 ,�� \�2 1,772,595.868E o v� co
<br /> ri
<br /> LT CONST p
<br /> C- R= 440 5559„ „A„ A� X92 STEVEN A. HERUM b, ; s� Line
<br /> 0_ 36 5rl
<br /> RAMP I'- INSTR. #81023185 / 1981 �" ?_ *0� SeCt�� -
<br /> 41'73 ' 5000'
<br /> T_ 472 20 R = 4?0�940_833N 470,765.319N r _ ,�( 470,744.437N � X 1/4 MONUMENTS COORDINATES BEARINGS 8k
<br /> 1°41'09" �� 17172% , 112. '_ 773,070. 837E P(v DISTANCES
<br /> 466,417.986N 14712' , 12. 794E 1,772,960.762E l „ 7, AP 470,682 .070 N
<br /> CC= 402E L _ N79°1 30 E RM 41 I, 771 , 063. 35 I E ° „
<br /> 1,771, 052. T = 73.56' cA� p ' ) N _ S 80 59 50 E
<br /> 470 760.586N 470,688.064N W _ 470 459. 370 N ,
<br /> 853.196N CC = 475,639.807N 470,717. 590N _ \ `v - w WILLIAM R. & L.E. HARRIS RM 55 ' 1423. 18
<br /> 470, 9E 1 773,093.470E 1 772,443.8 E ------- ---- 1,772,880.944E .` 00 4�, o_ _
<br /> 1, 772, 468.996E S 71009' 17 "E
<br /> 772,11?.9? 1,772, 595. 204E �� \d, ^o' a, o _ p 4X0,61 4211 /OR / 381 469, 956. 038 N 1 ,558.24'
<br /> 1, S 74°08' 14" E _ 6; 2 N RM 7 I, 773, 9 703E °
<br /> _' 4 3.
<br /> 49.6 . 12 ' 290. 00 + ! ;;,;;13 3Q
<br /> g$ I I I I I I I I 3 _ N 45 06'13"W
<br /> r 480' �t I �1 , IIIj 85 -� # 1 83 OQO 08 E 47u, 490.246 --- 471 483. 362 N 2 163.738,
<br /> „ E , 338.82 ��`' S 80°10'01„ E C)'o 4,0 ! ! .35 1 X73---- - N MON.223.2 I 772, 470. 848 E
<br /> 586032 18 �, 157.30' _ , 293 82 —
<br /> 47Q�744_.5� 470 713.259 N „ „ o i� FSO "� + /!' ,? 2,93 3 56N S 63°34' 7 E
<br /> 51 + 03.2 „ _ , 1,772,095.015E RP g ,,-f O'38QE 31E S 69° '
<br /> P.R.C. RP. C 1,772,239.580E +- 1 701 ,10 38 03"E
<br /> � R N I (°31'08"E _ 6 7 8, j 59 51 I ►9730' 1 4�0, 317. 181 N
<br /> t _ R -5000 4 5 45 �Q�/if/
<br /> r R - 5000 2 3 Set 3/4 Iron Pin___ 1+00 pC. P U. T. End 1 3, 760.036 E
<br /> ,,, 50 I g T0�545.333 w 2„ Washer T Y Rom I 058, ,
<br /> = 9 R-4408.50' 52}50.34 E.C. RP "A Lt. Con t. Nr 1'77`,462 24g o osem'te �vE, p A Ico 868 08 E
<br /> cn 50
<br /> o I - 3 4 , .,,_ 5 , I°Ci8' '2 E (D _ I� I 491.02
<br /> O N 10 I - -
<br /> 6 0
<br /> - TO Tro6
<br /> = y /�� 470, 5 9.810 N • �� 7 ---g_ _ _' 9 C04I/� � + 1
<br /> cv _4 70,315:.420 N a O To Y
<br /> 50+98.60 P.C.C._Rp."C' 1,772 477. 6p 883,9E3, 1 1,773,317. 845E 470 70
<br /> � 7c0 Os�n�it� ____
<br /> a S 17°55'2 1 W (R ) ' 439E �7
<br /> I 1,773,631,964E Qj IKj 7! +8�
<br /> 6 c�Nsr. _
<br /> � �40 Rt. Const. � -
<br /> �� 1 55 *07.47 I? 7 $ 1 3 ' 4 o Io Te-- 2? R. .
<br /> 5 + I N m Co n n'-� -- _
<br /> 9 50 1 2 3 4 +41.64 � 55+07.47 O.T. ge9.Const. � / 60 S 7108'26"E I 6 I p
<br /> RP. G.,. - 52*35 46 - 79.17' S5+^ E0. End Rt. Const. I
<br /> 9 R=4000 ,,, =.C. U7.47 EC End 47 Rt. 4�0 41 2 3 1 6668.67' 7S r,;Q03 l` 9q' 6/ /N
<br /> 50 IR=4000 1 7 .51659 RP C , RE55 ON 4 55+07.47 PO-T. Beg.tTem Const.� 47'Lt - - '__ 8_449 N ' 8 944„e ,04C` i��z _-
<br /> 470 566.924 N 2 72, 171,' 9NI 4 9 a0
<br /> P Con n. 5g Lto 1772,833.703E 1 m 65 6 9 4 51 6!
<br /> 1,772,044.843E 7"x ,'443 88Zr� 3 ?E C 5CC I w
<br /> -,136.74 .,! ,4.� 1,772 4 8�55N Q70 O v 59+00 PQ.T. 7 c 7 i8
<br /> S78-31'38"E 199.66 C=12"42'5U" l 40 37 4 S 6q° 053E !,. -�,2Q3 37 _ Const. �_ v 0 1 / I 9 70 _
<br /> 1, 7ii3N �O 55 14 51 "E , 7?2 ?�� ON 5tU0 FO.T. Yoe I� -- U I U m
<br /> �,, ..E 199.66' "'; 7'=575' I.=72�5S ?. „66E °P 021E _ �rmito �.ve rn I rn rn � -,2 0
<br /> 1.-
<br /> 78031'3 _ Po 6 62? 78 ,8*63.03 P.10T r;,,d ��o r� E w7N C o �� 2
<br /> 9 N, 50 0 _ = I 3+ k�n.p r - i N cD �, I o
<br /> Nib i �2 7
<br /> S 78031'38' E 199.66 865°52 '45 AC 00.00 Pv.l' `�c:; ,mite _ n O v o 7 to + ,�I c)
<br /> ,�:' ti� 1 E CESS M 8 �„ ' '` 'N o 11 ' Q �
<br /> Set 3/4" Iron Pin o R-525' 2 x rtih S)6Siss 3163.155, 1 I ! CONTROL W,``D f 470,166..685N SEE i i J 470089 !q3 +� �+ CL �ic\j REF MOiV.?1 001 2
<br /> w12" Washer ,� "-' d �, �/ + 1 1 7 772,786.062E DETAIL ,773 1 N
<br /> i 3 3 �' 48°s 3 �9° S , _470 1 1 +2g 9q x568 ° „ +-1 378.17 6.J9q 469,991.787N~ 1 _�
<br /> - �� rr - 3 1 v�, �,, , 225 Sq S 78 10 04 E E I
<br /> t N . RAMP C v N = �j',�• c'p' 36 �9�1' 7�2--'62 6 N W 9p e0 - , 7 1 I I I i I i ` I X154,061' I S 6 ° 1,773,401.44 2 E 1 r�
<br /> R= 4000 m N N R,, 'Q < ., �o, 9 68E iv_ o �> 224. 1 I v 8 20'54"E 1 1 ��
<br /> co CD
<br /> 263.87, r + ,
<br /> cj N D = 3°50'52" rn d gs50' �� FFe �' !�����, rn _ M o N �, n +4 (D s �, S 76013'1 9"E 210.65'
<br /> w �, o o < ,�q 8°s�, s 9 03 ,n - - �a rn 'o `�.� N �+ 470,I20.732N R�W S 72° 59'07"E ;
<br /> L = 268.63 . - T,, 6 8 h S p 7 - - "' � rn � O ,,, ,� o a69 915 a c rt -- 484.66
<br /> - V 9 c��n .►�C� 'L .� cis. Oj c�� ° c0 ° , „ Q1 N. I i"____- 1
<br /> o U, T = 134.363 rn N N 72 0 16 W ^> '� -r , 773 005.472E 469 941 . 6 I8 N
<br /> + to CC, ,'S 9q �� .,,F. d° e; 2�. �, cv - 7 2 9 17. 116 E
<br /> rn _cc=466,761.034N + Z q �3 0' 1' s �� O o - fl A „ „
<br /> cr 1,770,813.907E d ' T? 699 9 `1 �,t1 �Q/ s 9oo3ss'F ° ? „ T) 151 .94' `��, ,525 " D°, Fd.Steel T Post , LS 2766 t
<br /> 0.70 1773,606.032E 469 799.799N
<br /> v i i9 10 ''� F w j ct - 4 35 03 Nu' � o „� _
<br /> 90 3 D, �, �. 3319 +g6 + cn Z p,\ °3 63 2 8'(` 18.51' 1..78 1004 - c X70' 120.086 N
<br /> 0.51 7 74 069.4 78 E
<br /> 7 $ Q� i 1773 005.992E
<br /> 8� \� 2� O� �`` h 53.68 '_ 2/ _ _ 7g / L: 13 2A\
<br /> F Q� R �°� �'� S 6 O/g �0.- /Ns ,�p'E 83°g8593\ 469,951.4U_5 N �' TEMP CONN ,
<br /> \0 N 1773 017. 130E
<br /> tih O js 44 0 42 N 3 D -
<br /> RT CONST L RAMP ,�G ,, h U ��' 1�' .� �� 2� Na4 E'--1 NOS ALE - 3000,
<br /> �3 10` t Q ` 4 ; 5 7a w r's.' S °g859 s. L - 6
<br /> R = 4000 R = 1000 a �.' c F' S ° T 470 E.N83 - °28'4 "
<br /> ° „ ° ,� �� 1' �e� 6 7; I'7?2,6 3568N cNr_ STEVEN A. HERUM T = 169. ?82
<br /> L = 53 31'50 L = 7 4948 �, p, yr w q� zE 1 �x INSTR. 81023185/1981 _
<br /> o Pro Z (� 8 NIS rn 33921
<br /> L = 3737. 14' L = 136.66 �" 0 N 9 �`' o
<br /> T = 2017. 50 T = 68.44 +,�' h�° hb 0 ` 822. 745 N
<br /> ° P ^tip. E L= 563.95 /q ,� 1 773,027.248t 1
<br /> 469 615.450N co oro L` a, S5 q 2g' ` 5\ '
<br /> CC = 466,71 5. 597 N CC= 1,77 1 , 737. 1 13E o' �0 p n, a co o 469,94?.855 N 8°21' 8g `59 �'
<br /> 1 ,771 , 154.062E �' p'`� ��', n 1772,781.176E 3
<br /> ' 6 E Na3°4 T N WILLIAM R . & L . E. HARRIS
<br /> ro �� 0 469 888 791N
<br /> rn °� cr a % a o: = STATE OF CALIFORNIA
<br /> ,�; w 3 1, 772,815.425E o ;m°\� N. 421 I / 0 R/ 381
<br /> AIDTO ADOPTION OF SPECIAL KIDS - � � �' BUSINESS AND TRANSPORTATION AGENCY
<br /> SET 3A”Iron Pin w/2"Washer —/
<br /> I nst r . 80059565/1980 61 +00.00 E.0 Rt. Fr. Rd. � /ti ��\-� Sit, DEPARTMENT OF TRANSPORTATION
<br /> NOTE o � LEGEND DISTRICT 10 STOCKTON
<br /> )N,ESS OTHERWISE Nt)1CATE a" rR/W T ES B, YONUMEN- •,FS SUPPLEMENTAL INFORMATION MAY BE JBTAjNED FROM THE FIRST OR SECOND ORDER STATION I THE NATIONAL
<br /> ARE AT RIGHT ANGLES 'jR RAOIAL,aY 7PP()S1TE I RIGHT OF WAY ENGINEERING SECTION ,R SURVEYS SECTION, ® GEODETIC CONTROL NETWORK
<br /> DEPARTMENT OF TRANSPORTATION ,:,iSTRICT 10 PROJECT CONTROL SURVEY MONUMEN RECORD OF
<br /> 1976 E AST CHARTER WAY , STOCKTON 13 MONUMENTS FOUND OR SET S
<br /> -_OORDWATES , BEARINGS ANG DISTANCES SHOWN ARE BASED ON THE �ALIF�jRNIA SETI"I.D.x24'IRON PIPE 8� CAP ( CALIF D V. OF HWYS. OR CAL DOT ) SURVEY
<br /> COORDINATE SYSTEM ZONE SECTION CORNER OR I / 4 CORNER ( CAL LATED OQ
<br /> UNLESS OTHERWISE NOTED ) SHOWING MONUMENTS FOUND, SET 73, RESET
<br /> PREPARED BY DRAWN BY %� O NOTHING FOUND , NOTHING SET i SCA,E. I"= 100'
<br /> �� � �' �" -_-- _ P!` � AN JOA U i N COUNTY
<br /> CHECKED BY � _ CHECKED BY � �
<br />
|