|
REFERENCES
<br />(A)
<br />R.S.
<br />36-22, S.J.C.R.
<br />(B)
<br />M. &
<br />P. 1-68, S.J.C.R.
<br />(C)
<br />R.S.
<br />38-46, S.J.C.R.
<br />(D)
<br />P.M.
<br />17-64, S.J.C.R.
<br />(E)
<br />M. &
<br />P. 16-41, S.J.C.R.
<br />(F)
<br />M. &
<br />P. 30-19, S.J.C.R.
<br />(G)
<br />M. &
<br />P. 32-81, S.J.C.R.
<br />(H)
<br />P.M.
<br />5-101, S.J.C.R.
<br />(1)
<br />P.M.
<br />9-35, S.J.C.R.
<br />(J)
<br />R.S.
<br />27-176, S.J.C.R.
<br />(K)
<br />R.S.
<br />37-89, S.J.C.R.
<br />(L)
<br />R.S.
<br />'12-52, S.J.C.R.
<br />(N)
<br />C. R.
<br />11-146, S.J.C.S.R.
<br />(0)
<br />R.S.
<br />36-147, S.J.C.R.
<br />(P)
<br />DOC.
<br />NO. 2014-007077, S.J.C.R.
<br />(Q)
<br />"A" 62-148, S.J.C.R.
<br />(S)
<br />DOC.
<br />NO. 2003-147413, S.J.C.R.
<br />M. & P. 30-19
<br />M. & P. 32-81 FD. 5/8" REBAR W/PUNCH RECORD OF SURVEY
<br />FD. 5/8" REBAR W/PUNCH IN MON. WELL AT SEC. COR.
<br />IN MON. WELL AT 1/4 SEC. SECTION LINE PER (A)(K) BEING A PORTION OF THE NORTHEAST 1/4
<br />COR. PER (A) OF SECTION 26, T. R 6E M.D.B. do M
<br />LATHROP ROAD 1s.,
<br />SEC. 23 I SEC. 24 NORTH CITY OF LATHROP
<br />S89°32'00"W (M)(A)(E)(F) (BASIS OF BEARINGS) IL
<br />642.18'(M) 2642.32'(A) 2642.19'(C) 2642.17'(F) i SAN JOAQUIN COUNTY, CALIFORNIA
<br />1006.00'(M) 1006.01'(F)(G) - R.S. 36-22 SEPTEMBER 2015
<br />f� 1696,18'(M) 1696.77'(E) - 16 605.97'(M)(P) SHEET 1 OF 1
<br />L7 - - - - - L10 ---- -----'(M) 586.86'(0) -----(-) ------ - - - - QU D R RAROLI ASSOCIATES VEYING LAND PLANNING
<br />L6 j SCALE: 1 " 150'LANN G
<br />FD. 3/4" IRON PIN, NOT I o o r1
<br />S89 -32'00"W (M)(P) 720.94 (M) MANTECA, CA
<br />TAGGED PER (E)(F) J 1 �
<br />L J 40 v SEC. 26 I SEC. 25
<br />M & P 16-41
<br />H60 100' o N 20' SURVEYOR'S STATEMENT
<br />W � z IOVERALL CURVE I 42 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
<br />^ R=1158.25'(M)(P) SECTION LINE DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL
<br />N
<br />a
<br />FD. S.J.CO. BOLT AND--\ L=562.10'(M)(P) LAND SURVEYORS' ACT AT fHE REQUEST OF CALIFORNIA NATURAL PRODUCT, IN
<br />WASHER PER (C)(D) N N O a 4=27°48'20" M P
<br />I n <r Z � ( )( ) I DSP& A OCTOBER, 2013.
<br />»H» O : I = CFI=S13°41'50"E (M) 556.60'(M) 20' S� SG
<br />LINE TABLE - _ >_ � ° - w5 °�� -G 'h
<br />STREET I Z O d• N I ^ra f� e� DATED THIS DAY OF �C 2015.
<br />O S I M R.S. 38-46
<br />LINE BEARING DISTANCE i a N N I o " Y No. 4450
<br />L1 S31°19'11"E (M) 146.79'(M) 146.2'(B)(Q)(S) 146.24'(C) N O 1 DOC. NO. 2003-147413 ^� '
<br />L2 S35°22'11"E (M) 66.95'(M) 66.7'(B)(Q) 64.72'(C) 64.7'(S) 40 i A .7 I N No I 00 MI HC AEL L. QUARTARO I, L.S. 4450
<br />L3 S48°43'41 "E (M) 126.38'(M) 126.0'(B)(Q)(S) 126.04'(C) _ ' 0 I rn r CD
<br />L4 S52'19'12"E (M) 134.98'(M) 134.6'(B)(0)(S) 134.64'(C) I- i 10 U I C0 ^� GfGAL1 '
<br />L5 S89°45'1 YE (M)(P) 321.46'(M) 32'1.5'(B) 324.80'(0) 324.7'(S) Z o I N; ° ^ COUNTY SURVEYORS STATEMENT
<br />00
<br />L6 SOO'12'20"W (M) 44.87'(M) 44.93'(F) Lal1 `1-
<br />> 1 ^
<br />L7 S89°32'00"W (M) 1636.18'(M) 1636.16'(F)(G)r n,\ I ��> LAJ THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
<br />M. & P, >-68 ^ `Pl ^in w ^ P. M. 5-101 I 7:t
<br />L8 N89-45'1 3"W (M) 20.03'(M)(P) P.M. 17-64 W 1 g - I o N � n (D `✓OFESSIONAL LAND SURVEYORS' ACT THIS - DAY OF
<br />00 -'�0 C _ Z R.U. 9-35 ,p6GEM8Ei2 2015.
<br />L9 N89°45'13"W (M) 42.33'(M) 42.03'(H) 0 .622 w� 0 �tyPyL��v"
<br />L10 S89°32'00°W (M)(P) 133.75'(M)(P) rn o 5 0o 0 I
<br />CO
<br />L11 SOO'12'20"W (M)(P) 124.36'(M)(P) a i 47.16'(M) X 1 o �^ I A 4 /X1`J WARREN o r4
<br />cv i / V Gni 1.1 ,Cid Cr SNIP fH o
<br />L12 NO2°37'28"W (M)(P) 130.39'(M)(P) FD. S.J.CO. BOLT AND n 0 L17 n O Q a
<br />L13 N89°42'46"E (M) 60,00'(M) WASHER PER (D) o I WARREN D. SMITH, L.S. 4842 No 3642 1
<br />L14 N89°42'46"E (M) 80.00'(M)CALC(K)(L)(0) „ „ J ' ACTING COUNTY SURVEYOR Doo p: 2015-147636
<br />L15 N89°42'46"E (M) 1495.68'(M) 1495.70'CALC(K) 1495.25'(L) _ Q M 12/16/2015 08:23:26 AM �� a¢ j
<br />I /�-1.18 N Page: 1 of 1 Fee: $9.00-�• a UFS
<br />1495.76 (0) STREET 0 Steve J. Bestolarides
<br />A"' 62-148 �' LINE "L5", "L8" AND I � San Joaquin County Recorders
<br />L16 SOO°12'20"W (M)(P) 20.00'(M)(P) Paid By: SHOWN ON DOCUMENT
<br />' '----L19 "L9" REPRESENT THE LEGEND }
<br />L18 N07'1 4'36"E (M) 2.12'(M) i 40' NORTHERLY LINE OF (Q)
<br />L18 N10°49'10"W (M) 2.36'(M) I W I <�
<br />L19 N26°22'20"W (M) 4.43'(M) _ 100' �.f Ln NORTHERLY LINE
<br />_ )!E L20 e1lA OF (Q) INDICATES FOUND MONUMENT AS NOTED
<br />L20 N36°01'59"W (M) 4.55'(M) Z U „ N l --�1�- FD. 3/4" IRON PIPE W/CAP STAMPED LS 8166 PER (C)
<br />L21 N47°22'36"W (M) 4.74'(M) v W A L21�01 rl),n (SEE DETAIL "A") -0--- INDICATES SET 3/4" x 30" IRON PIPE TAGGED L.S. 4450,
<br />10 I � > i a � '' L5 S89°45'13"E (M) UNLESS NOTED OTHERWISE
<br />> v --- FD. INDICATES FOUND ON THIS SURVEY
<br />0 _ (� 282.26'(M)(P) Fp. 3/4" IRON PIN S.F.N. INDICATES SEARCHED, FOUND NOTHING
<br />CURVE TABLE a Q 39.20'(M) �N APER (H), NOT TAGGED (M) INDICATES MEASURED THIS SURVEY
<br />i- o Q. (SEE NOTE 1) (CALC) INDICATES CALCULATED FROM RECORD INFORMATION
<br />L= v DOC. NO. 2014-007077 0. R. INDICATES OFFICIAL RECORDS, BOOK AND PAGE, S.J.C.R.
<br />Cl R=1071.50'(M)(P) ,J Cl FD. 3/4" IRON PIN R.S. INDICATES RECORD OF SURVEY, BOOK AND PAGE, S.J.C.R.
<br />L=158.98'(M)
<br />C2 R=1158.25'(M)(P) ( I o Z 1 OVERALL CURVE i/ a PER (H), NOT TAGGED M. & P. INDICATES MAPS AND PLATS, VOLUME AND PAGE, S.J.C.R.
<br />P.M. INDICATES PARCEL MAP, BOOK AND PAGE, S.J.C.R.
<br />L=187.52'(M) o Y i R=1071.50'(M)(P) (R) INDICATES RADIAL BEARING
<br />Q FD. 3/4" IRON PIN Z L=317.96'(M)(P) / 1. N. INDICATES INSTRUMENT NUMBER, S.J.C.R.
<br />C3 R=1158.25'(M)(P) - I I V o w
<br />\\ j/ PER (H), NOT TAGGED A=17°00'07"(M)(P) o ; S.J.C. S. R. INDICATES SAN JOAQUIN COUNTY SURVEYOR'S RECORDS
<br />L= 187.06'(M) 0co
<br />L5 L8 (SEE NOTE 1) CH=S65°28'51"E (M) 316.79'(M) o / v "A" INDICATES BOOK "A" OF DEEDS, VOLUME AND PAGE, S.J.C.R.
<br />W. C. INDICATES WITNESS CORNER
<br />282.26'(M)(P) �� L9 c i G = C9 i LJJ S.J.C.R. INDICATES SAN JOAQUIN COUNTY RECORDS
<br />VICINITY MAP
<br />NO SCALE
<br />(D.D. SHEET NO. 48B)
<br />= ; � NOTE �� 0 J DOC. NO. INDICATES DOCUMENT NUMBER, S.J.C.R.
<br />Z
<br />N i 140' 1. HELD NORTH/SOUTH POSITION OF FD. 3/4" PIN AS Y
<br />v r ESTABLISHED PER (H), FOR THE NORTHERLY
<br />6 o 200' RIGHT-OF-WAY LINE OF THE FORMER CENTRAL PACIFIC V BASIS OF BEARINGS
<br />z RAILROAD CO. DESCRIBED IN (Q) AND AS SHOWN ON
<br />20' 120'R.S. 11-4Q AND (H) THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH LINE OF SECTION 26,
<br />2. UNABLE TO SET MONUMENTS AT ANGLE POINTS
<br />FD. 3/4" IRON PIN 60' BECAUSE OF UNDERGROUND UTILITIES. T.1S., R.6E., M.D.B. & M., SHOWN ON R.S. 36-22, S.J.C.R. AS N.89°32'00"E.
<br />PER (H), NOT TAGGED `---- SECTION LINE
<br />DETAIL $$At$
<br />� I �
<br />SCALE: i" = 60'R.S. ; 27-176 RECORDER'S STATEMENT
<br />FD. 3/4" IRON PIPE I
<br />R.S. 36-147 W/CAP STAMPED L.S. 6953 I rL13 IN MON WELL PER (N) SEC 26 25 FILED THIS DAY OF Dt e'e M __
<br />bCy 2015, AT 2'7 3 i9 .M.
<br />' SEC
<br />i
<br />I
<br />1435.67'(M)
<br />L15
<br />N89°42'46"E i(M)
<br />R.S. 12-52 LOUISE
<br />FD. 3/4" IRON PIPE W/CAP AND
<br />TACK STAMPED L.S. 5122 IN MON.
<br />WELL AT 1/4 SEC. COR. PER (K)(0)
<br />L14 1067.92'(M)(J)
<br />2643.60'(M) 2643.57'(J) 2643.56'(K)
<br />SSC R E, SEC. 36
<br />AVENUE T
<br />M.D.B. & M.
<br />SECTION LINE FD. S.J.CO. BOLT
<br />C. R. 11-146 R.S. 37-89 AND WASHER
<br />PER (C)(J)
<br />IN BOOK 3S OF SURVEYS, AT PAGE /5!f AT
<br />THE REQUEST OF MICHAEL L. QUARTAROLI.
<br />FEE: $
<br />BY:�
<br />STEVE BESTOLARIDES A&SISkTAN•T/DEPUTY RECOR
<br />ASSESSOR -RECORDER -COUNTY CLERK
<br />2013-229
<br />ROAD
<br />SITE
<br />rLLAT
<br />LLJ
<br />z
<br />LLj
<br />F_
<br />>
<br />ry
<br />LLJ
<br />a
<br />r
<br />�
<br />AVENUE
<br />LOUISE
<br />z
<br />Y
<br />U
<br />VICINITY MAP
<br />NO SCALE
<br />(D.D. SHEET NO. 48B)
<br />= ; � NOTE �� 0 J DOC. NO. INDICATES DOCUMENT NUMBER, S.J.C.R.
<br />Z
<br />N i 140' 1. HELD NORTH/SOUTH POSITION OF FD. 3/4" PIN AS Y
<br />v r ESTABLISHED PER (H), FOR THE NORTHERLY
<br />6 o 200' RIGHT-OF-WAY LINE OF THE FORMER CENTRAL PACIFIC V BASIS OF BEARINGS
<br />z RAILROAD CO. DESCRIBED IN (Q) AND AS SHOWN ON
<br />20' 120'R.S. 11-4Q AND (H) THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH LINE OF SECTION 26,
<br />2. UNABLE TO SET MONUMENTS AT ANGLE POINTS
<br />FD. 3/4" IRON PIN 60' BECAUSE OF UNDERGROUND UTILITIES. T.1S., R.6E., M.D.B. & M., SHOWN ON R.S. 36-22, S.J.C.R. AS N.89°32'00"E.
<br />PER (H), NOT TAGGED `---- SECTION LINE
<br />DETAIL $$At$
<br />� I �
<br />SCALE: i" = 60'R.S. ; 27-176 RECORDER'S STATEMENT
<br />FD. 3/4" IRON PIPE I
<br />R.S. 36-147 W/CAP STAMPED L.S. 6953 I rL13 IN MON WELL PER (N) SEC 26 25 FILED THIS DAY OF Dt e'e M __
<br />bCy 2015, AT 2'7 3 i9 .M.
<br />' SEC
<br />i
<br />I
<br />1435.67'(M)
<br />L15
<br />N89°42'46"E i(M)
<br />R.S. 12-52 LOUISE
<br />FD. 3/4" IRON PIPE W/CAP AND
<br />TACK STAMPED L.S. 5122 IN MON.
<br />WELL AT 1/4 SEC. COR. PER (K)(0)
<br />L14 1067.92'(M)(J)
<br />2643.60'(M) 2643.57'(J) 2643.56'(K)
<br />SSC R E, SEC. 36
<br />AVENUE T
<br />M.D.B. & M.
<br />SECTION LINE FD. S.J.CO. BOLT
<br />C. R. 11-146 R.S. 37-89 AND WASHER
<br />PER (C)(J)
<br />IN BOOK 3S OF SURVEYS, AT PAGE /5!f AT
<br />THE REQUEST OF MICHAEL L. QUARTAROLI.
<br />FEE: $
<br />BY:�
<br />STEVE BESTOLARIDES A&SISkTAN•T/DEPUTY RECOR
<br />ASSESSOR -RECORDER -COUNTY CLERK
<br />2013-229
<br />
|