RECORD OF SURVEY 36-171 - Laserfiche WebLink

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36 ov I ol I A NOTES: 1. THE DIMENSION 2898.28' WAS USED TO DETERMINE THE MOST NORTHERLY CORNER OF THE PROPERTY AS PER (B), SINCE THE POINT OF BEGINNING SPECIFIED AS ENGINEER STATION 4375+37.5 COULD NOT BE DETERMINED PER THE DEED (B). BANTA C A R B O N A IRRIGATION DISTRICT CANAL 2. THE DISTANCE FROM THE INTERSECTION OF THE SOUTHWESTERLY LINE OF THE UNION PACIFIC RAILROAD RIGHT-OF-WAY WITH THE SOUTH LINE OF SECTION 7 TO THE NORTHERLY LINE OF 60' WIDE LEHMAN ROAD IS 725.73' PER DISTANCE EXISTING CONCRETE CL AHERN ROAD 80' WIDE RECORD) AND THOECEXISOTINGTPAVEMENTAOFR LELATIN FIS THE MESUEDHMAN ROADOF 725.74 WHICH WAS ON THE FOUND MONUMENTS NOT OF LINED CANAL DOES (FORMERLY STATE HIGHWAY ROUTE 3 3) 3. THE DEED PER (D) DID NOT CLOSE MATHEMATICALLY, THEREFORE IT WAS NOT CONSIDERED IN THIS SURVEY. NOT FIT THE RIGHT 4. ALL DISTANCES SHOWN ON THIS SURVEY ARE MEASURED GROUND , UNLESS OTHERWISE NOTED. OF WAY LINES 5. THE DESCRIPTION OF (P) DOES NOT FIT THE RECORD MEASUREMENTS OF BANTA-CARBONA IRRIGATION CANAL. CL 100WIDE UNION CENTERLINE OF UNION PACIFIC RAILROAD POINT OF BEGINNING PACIFIC RAILROAD RIGHT OF WAY WAS ESTABLISHED BY \ OF DEED (B) USING THE CONSTRUCTED CENTERLINE OF FD. PIN & APPROXIMATE LOCATION ' CD THE EXISTING TRACKS 106.82'(M) NOSHER TAG PER (L) SE. COR. SEC. 7, S.F.N. o � - `0 o 00 - - - S410 03'15"E 816.26'(M) 00 33.18'(M)(L)(K) -��--- --------------------- CD _ o- S41°03'15"E 2898.05'(M) 2902'(P) 2898.28'(B), (SEE NOTE 1) ' 92.85'(M) SEE NOTE 2) ' S41°03'15"E 2172.54'(M) _ - - - _ - 92.83T(D) - M 725.74' 725.73'(B)_ - - ( ) S.F.N. {u 529.63'(M) 529.73'(B) DOCUMENT NO. 2006-059628 ° , » 'o i --r-N48056'45"E - AREA-8.48 ACRES S48 56 32 W ! I �.�. 170.00'(M)(B) in o 170.00'(M)(B) I � I 'v' o •� C14 Lo 04 N41°03'15"W 2172.55' M N ' ( ) ,� 120.00 (M)(B) _ . N 41 0315 W 844.59 M 843.41 E _ _ _ OF a LEHMAN ROAD CENTER RIGHT OF WAY WAS 152.85'(M)CB) EXCEPTION DEED (B) B 482.80'(M) 483.43'(A) 361.79'(M) ESTABLISHED BY USING THE EXISTING PAVEMENT ico ° ,\ AND THE STATE HIGHWAY MAP BOOK 15, PAGE w N N / SEE DETAIL -B- N41 0315 W 844.59 00 (M) N 43, AND FOUND MONUMENTS (NO RECORD) li ON SHEET 3 - o_ � N LO ro N ' \\ -39 27 05 ,r, �' o INS T. N0. 95038993 0 00 /CO' 4& DOC. NO, 2005-134266 00 0 �`� 00 R=333.39 ,Q L=229.56' �/ z z (M) ,A 60' o, 30 FD. 1 I.P. (A) A=39 29 �. -9 USED FOR ` R=358.39' 7° 30' EASTERLY-WESTERLY LINE L=246.77' \6� <O/�O ' ONLY, DISTANCE 0.30' ` E IV, . '�L EASTERLY OF THE TRUE � ) �6, \~ �� / / FD. PIN & CORNER /03 ?6' �� i4J WASHER PER (L) NO TAG �8( /0 �G�� EDGE OF R-358.39 � J� �� / PAVEMENT /SOUTHERLY R.O.W. N17°59'50"1N L=246.77 h� 2190.75'(M) (M) �� `\ �*'�., �,�. / A=30033'56" ( ) 2 / R=630.05;(630.00'GRID) 2190.66'(A) EXISTING CONCRETE '*\\ FD. 3/4" I.P. �� L=336.11 (336.09 GRID) LINED CANAL DOES TAGGED L.S. 4858 (F) NOT FIT THE RIGHT � PER (J) OF WAY LINES S 89039'50" W ,` • !/ ` 167.88'(M)(J) o l ,>" �o 3 , FD. 3/4" I.P. ] y � � `�,� j O O TAGGED L.S. 4858 �`\�� \ _ CENTERLINE RIGHT-OF-WAY LINE CENTERLINE PER (J) 0000 A��9 1 40P ; SCALE. 1 " 160' A=36027'20" A=40047'16" 0=04019'56" N ��o° R=600.05'(600.00' GRID) R=570.05'(570.00' GRID) R=2000.16'(2000.00' GRID) SEE DETAIL -A- L=381.79' 381.76' GRID L=405.80' 405.77' GRID L=151.24' 151.22' GRID 32��0 ��o�, ,;; (M)(F) (M)(F) (M)(F) 00�J�,J /;: i ON SHEET 3 GRID FACTOR NOTE: s�' •'� PER CALTRANS RECORDS, THE GRID FACTOR USED AT THE PROJECT LOCATION = 0.9999215 1 ,1 �� 01�� , R CORD OF SU V Y „sok obi *1 �1 Q BEING A PORTION OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 6 EAST, MOUNT DIABLO BASE AND MERIDIAN, �o 0 0• `/ �' SAN JOAQUIN COUNTY, CALIFORNIA � 4 cod ,:,! ,. � 43 �ZN ��o MARCH 13, 2008 IN � ;;�% �� R.B. WELTY & ASSOCIATES, INC. P.O. BOX 1724 (MAILING ADDRESS) FD. 3/4" IRON PIN [CALLED �O• ,r 1" ON (A)] FD 2 NAILS 521 13th STREET (LOCATION) AND SHINERS 2' OFFSET %' M ODESTO, CALIFORNIA 95353-1724 TO THE MON. PER THIS SURVEY, ACCEPTED ASS (209) 526-1515 1/4 COR. SECTION 7. / JOB N0. 7595 D. D. SHEET NO. 67 SHEET 2 OF 3 •