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CURVE DATA 3AUMBACH & PIAZZA INC.
<br /> iLOT RADIUS DELTA LENGTH TANGENT CHORD CHORD BEARING
<br /> I< 1119.00' 0230'50 :49.10' X4.55' 49.09' CIVI.L. ENGINEERS
<br /> -----Y_ ��1_\ RESTRICTED USE RESERVATION ..1 275-00467 §04'4444B SURVEYORS
<br /> NOTE: THE AREA WITHIN 50 FEET OF THE AGRICULTURAL 2 275.04 0071111 T7 :- 3.89' 7.78' §04'57'14. . LODI, CALIF.
<br /> WELL DEPICTED HEREON SHALL BE KEPT FREE OF ALL 1-2 275.00 08`24'59 40.40' 20.23' 40.36' SO03'23"W TRACT NO. 2636
<br /> $ = •�� UNDERGROUND SANITARY SEWERAGE IMPROVrc MEN`1S AND 5 325.00 3'01'31 17.Ic 8.58' 17,16' SOf 15'W W SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> � `� THE AREA WITHIN 100 FEET OF SAID WELL SHALL BE KEPT 6 325.00 05'23'2 30.58' 15.30' 30.57' SOU`02'38"W mok4E'IVT3 SAT: -- -----
<br /> 23 -� 22 FREE OF ALL STORM DRAIN PONDS AND UNDERGROUND 3-8 325,00 4' 47.74' 23.91' 47.70' 501'33'2 W SET), x 30' IRON ROD CAPPED & STAMPED "RCE 19638" SHOWN THUS: -4- 4 RANCHSTORM DRAINS, AS WELL AS OTHER POTENTIAL SOURCES 19 630.00 04'1$'55" 51.22' 25.62' 51.20' N15752'05-1 UNLESS OTHERWISE NOTED. STANDARD MONUMENT BO% TO BE"PLACED � ""
<br /> OF CONTAMINATION, PER REQUIREMENTS OF THE 0.00 02'12'14 28.16' 13.08' 28.16' N19' 7'4 ABOVE SET MONUMENT SHOWN THUS:(o), CHISELED CROSSES t WILL BE BEING A PORTION OF THE SOUTHEAST
<br /> ! 12-20 6811.04 06'31'09" '17.37' 38.73' 77.33' N16'S8'1 W SET IN CONCRETE SIDEWALK AT 4' OFFSET TO FRONT LOT CORNERS ON
<br /> r 4 CALIF'ORNL4 DEPARTMENT OF PUBLIC HEAL`�H FOREXTENSION OF LOT LINES. Y+ x 24" IRON RODS, CAPPED & STAMPED QUARTER OF SECTION 13, T.3N., R.6E.,
<br /> WATER Wt,'LLS. THE ABOVE RESTRICTION SHALL 22 .1119.00 45'05'0 ' 99.33' 49.70' 99.30' 51707'44"N "RCE 19838 WILL BE SET AT ALL REAR LOT CORNERS M.D.B. & M.,
<br /> 100 ��2'(R,= �� ,► CEASE TO EXIST UPON REMOVAL OF SAID 38 680.00.04'05'31" 49.-ST 24.29' 48.55' §04'44'2 W
<br /> 1 52.00 L d• 55.42' 54 93 37 680.00 0'05' ' 0.99' 0.50 0.99' NOC39' W NOTES: CITY OF LODI SAN JOAQUIN COUNTY,
<br /> .},. '., .. ..l.�. S .. .. .. .. ... - AGRICULT't',RAL WELL. 1. THIS SUBDIVISION CONTAINS 10.4121 ACRES GROSS AND 49 LOTS. CALIFORNIA
<br /> 2.4.28' 1 3.8,-37 680.00 Off '. 3 49.56' 24.79' 49.55' N04'41'3i X � �EFT'R TD hfA.IOR SUBDIVISION APPLICAROX NO. 93-S-008.
<br /> j I 52'39'08"E-13.9' I j 38 Woo 0' $'2 35T4 18.01' 34.71' 50728'15 W 3. A SOILS STUDY OF T HIS SITE WAS PREPARED BY NEIL ANDERSON MAY, 1990 SHEET 2 OF 2 SHEETS SCALE:I"=80'
<br /> } 1 1 I 39 65.40 6'19'5 1, & ASSOC, PATL'D JUNE 30, 1997, FILE NO.S9730.
<br /> 21,33' 40.53' S41'07'24 W 4. ALL RETER NCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK BASIS OF BEINGS:
<br /> }
<br /> EXISTING WELL ! 40 65.00 33 32'4 $�4' . 19.58' 37.50' 576'03'24 Y OR VOLUM> PkEC'E'flES PAGE. THE WORTH LINE OF THIS SUBDIVISION BEARS
<br /> 5. THE P�U E. DEDICA71ON GIVES THE C177, OWNERS OF PUBLIC
<br /> WELL LOCATION MAP 3$-44 65.00 Off54'26 114.40' 78.63' 100.2 ' §42'24'15"E UTILITIES & OWNtRS OF CABLE IV FRANCHISES THE RIGHT .- NBJ21'��E AS SHOWN ON RS 33-i�B.
<br /> BLU JAY AY- W R W 620.00 17'37'1 1 - l 98,09' 189.92' NIV25'1I W TO ACCESS, CONSTRUCT, MAINTAIN, INSPECT, REPAIR, REPLACE
<br /> (SCALE: 1"=40') REMOVE & OPERATE THEIR FACILJITES IN THE P.U,E.'S. NO KEIYLEMAN LANE
<br /> CENTERLINE & SUBDIVISION BOUNDARY. BUILDINGS OR STRUCTURES SHALL BE C'ONSTRUCTE'D NOR
<br /> LANYARD WAY 340.00 48'24'59" 44.0T 22.0T 44.43' 501'33'23"W
<br /> SHALL ANYTHING BE PLANTED WITHIN THE EASEMENT WHICH .
<br /> B1,UEJAY WAY-0) 650.00 08'34'30" 108.$2' 54.44' 108.50' S15'26'32"E WOULD INTERFERE WITH USE OR OPERATION OF PUBLIC UTILITIES
<br /> IN THE EASEMENT. c3 ,
<br /> 8LUEJAY WAY 650.00 08702'42" 91.27' 43.71' 91.19' N06'37'56"W B. 1HIS SITE IS NOT SUBJECT TO A 100-}EAR.-FLOOD.
<br /> 7. FD. MONUMENTS ARE UNTAGGED, UNLESS NOTED. r� ALMOND DR.
<br /> BLUEJAY WAY 650.00 1737'12 199.89' 100.74' 199.11' N 11'25'i l"W „4
<br /> 1170.00 04'36'03 93.95' 47.00' 93.92' NOTO '20"E
<br /> FD �/a IRON .kl;B.4R AT SW CORNER
<br /> 1170.00 0719'39" 149.83' 74.92' 149.53' S14'59'11'W �' CENTURY BLVD.
<br /> JOHNSON RANCH, UNIT NO. 2, M&P 31-83 1170.00 11'55'42 243.58' 122.23' 243.14' N1 41't0"E Part}
<br /> N8721'27"h: i 60' 1560.69' t
<br /> t HARNEY,LANE
<br /> t
<br /> VICINITY MAP Ino scams
<br /> 10' P.U.E. PER
<br /> LN. 99094951 y 1. N. 92041961
<br /> a
<br /> FD 3i " IRON ROD ,
<br /> W�WELDED WASHER
<br /> -a 28 PER
<br /> 89'18'45"W(Rj FOR L .-
<br /> -ED. I" PIPE 1[] N8721'27"E >> (B 01B) 1560.81' , tA�IAI, NOT TANG NTT
<br /> ,�- 447.76' + -- N8 x'2127" E 1113.45
<br /> 416.29' 31.47 .47 ' 157.98' 119.04' t 25' 25' 117.00' 117A0' t 117.00' 127.70' f ON PIPE
<br /> '725
<br /> D ; IR E
<br /> r'• Lr -L t o`c i4' PUE .] . c��. CO 58721'27'W-0.16'
<br /> .. 21 16 15 19 9 :.�� 4 ~� t ,t; CL]
<br /> ` t INC ., 3 PER
<br /> 72 .5 „ rl'- cc
<br /> §8'1'20'54"B t N8720'54"E t N8r " r �`.#; r' t
<br /> N8 0 4 E �- •N8'120'S4 E §8720'54"E -- ti 720'5 4"� � r`
<br /> 1 6' t `•° - 1 117.00 t 17. l 1 .fi '?+ �` r 2592'-- "°cq
<br /> L=28.16 20 1710' PUE # 14 1 r t $ �. �`1Q' PUE 2 -�
<br /> 10' PUE t �Q s S L�1 1 B r �5, tS
<br /> S " t �, 8x15.38" y -' L=7.79' � -
<br /> �, NBT20'54"E N8'120'54 E Q N8T20'54"E R N8720'54"E - ctl N87'20'54HE 8 7 " -- i - °d N8120'54"E 124.43'
<br /> " 11 !- ` c i 11 .00 117. 0' I �' t I17.,00�- J f
<br /> " >` i l 1.26 0 t N85'
<br /> Vii.=51.22' 19 A � 18 } E DE
<br /> 13 1 - t 7 - 6 L=30.58 , n �„
<br /> G,c S S 3'`�"W ` " _ t , t 2 39'OG'W-18.08'-j 25; 25 i SEBEIAW�L
<br /> S42'2O'54 W 18.9 4'139'06"E-1$93' S42'20'54 Ir-18.93 �t 4'139'O6"E-18.93' " ^- ii $3
<br /> r� 1t y- 1 .5' ---- -- - -- - - -- - 42'20'54 W-18.93') ��-_ _ �t, to t
<br /> CID
<br /> R.S. 33-178 r �--- ,--- ;-- - i r.
<br /> _ a14
<br /> �1 S76'17'22"W(R)N8T20'54 E � 4' - N8'12 'S4 E 2 - ` 2 ' 4 204.04' N8720'54 E `°�
<br /> LORI UN1F'IED SCHOOL DISTRICT ` © _ §87 20 54 E 278.37; o §8724'54"E a _ 114
<br /> 284.00'_ "- a N87 20 54 E {l 276.82' _ -- o N8T2fl 54 E 184.1fi' _ o q
<br /> I.N. 96082469 c,3 N8312M,'E(R) " 53 SCHAF'FER r 148.33' 135.67' - DRIVE 460. $' 7$x'4 p ./ 8 -`
<br /> } N8120 54 E Iv 337.35' N8T20'54 E4 .
<br /> 540'26'33"11 10' PUE S53 27'42"E - t r §42 20'54"E 10' PUE 539'04'34"E Q ' '�►
<br /> - $
<br /> 19 14' 36 � S. � 21.56' � � {'PYP) -� 0' ii ,� ALE: 1"=80,
<br /> ,� � �� 18 94' � '28.8 �. o�
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<br /> - 2 S8't 18'23 It R s 32 9" s ae '2313
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<br /> 120'54 W 35 X34 33 , N872o'S4 E 28 27 28 25 24 23- 22 ;
<br /> " �$ ' $ N8'f20'54"E t ;� !fl . " S `� $
<br /> 30 30' L=0.99 0$8 ' i' `1St 1
<br /> ry r, �. _
<br /> N ' c }nQ !x'36, 3l `2 N . e N +�1 30
<br /> (¢
<br /> 10' PUE PER I.N. 99094951 N42 24'15;E d t G s f�3s p 102.52" 25'� 25' 100.00' 2 0' 00' 2.UU' 2. 0'
<br /> 18.94 �,� 4�.. . P.Q. ..5, .., ,... ,.. ... .... ,4. ..�... H. , .4 .... .....1.. .. ..a
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<br /> §8725'05"E-- -------------------------478.35`----- o 5872054 W 14545 2`,6.52 411.42'.. 54.93' 30, '- r
<br /> 5"IREET 01-VT PER I.N. 99094952 -� 113.50 5872054.1 832.87 i §8'x20'54"E 124.43'
<br /> ` 38
<br /> N8725'05"E 522.76' 1 _ Zn FD
<br /> CID 5t 14'44"W 1.32'�-+-
<br /> o yam 614 �w: IRON PIPE S-5'S1'�61(R)
<br /> CUIERTSON DRIVE 9 5b t 10'3 `E pti `�"p2� , ( REFERENCES " LEGEND: t� i Iyg 4 '1$ tR�rr o
<br /> §8`125'05E 437.85' 50.00' K-0' 11$5,. �'f RS 33-178 "F D �4 IRON ROD CAPPED & STAMPED ,
<br /> RS 31-1 RCE 19638? PER RS 33-178,. UNLESS NOTED OTHERWISE ' t r
<br /> ' - - - 10' PUE 21.85' , 1.87' 39 PUT; PUBLIC UTILITY EASE ENT
<br /> s s s (TVP) �y PU p IITI` M
<br /> N •v iti "o I- " t " t- " �''► " i, "t!' I`r iC�['.• ti,f"• r S� •='S R X RADIAL BEARING r 9r - .�, = I f ✓ ,�3_
<br /> �"� ;n o ;� o .' b o �? o d o r5 .� . V' � )
<br /> 1 49 48 47 El 46 45 44 43 42 - 41 40
<br /> RIGHT OF WAY y n
<br /> Cl'Y OF LODI CIT LIMITS LIIrE •. --
<br /> I.N INS'RtJMENT NUMBER ---
<br /> �64 '" 51.00' .51 DO'.. %2.0,�'j, 52.00;-0011LOO.'.� 52.00' l. 60 QQ'., .....�. 104.39' 7d.i9' �d ,n, ` • 10' P.U.E. = 4
<br /> $8'125'05 W ... . �.. .. RES7`Ft1CTED ACCESS ��,o. o�. �tA
<br /> 559.98 FD 3 " LOrt Pi�>s lw
<br /> 91 " r " SAN JOAQUIN COUNTY NB'10'S4 I 85:17' �5
<br /> F D ,4 IRON PIPE[2] S8`125'05 W 0.09' S8`I 25'05"W 4.1.0' Sa
<br /> y ± FROM CORNER r'R03I.CORNER a DETAIL OF LOT 1 (NO SCALE) 35,20-A
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