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1
<br /> i
<br /> 3.q. .
<br /> SEE SHEET 5
<br /> CURVE TABU (:DETAIL) 26 � 25' B.C.I.D. EASEMENT Q
<br /> LENGTH' RA51US N , D.N. 2004-061443 TRACT NO. 2949
<br /> cu:1�VE DELTA eNo�D �� 2� s?. ,�
<br /> (FEET) (FEET) 2, i N73 52 33 E SUBDIMSIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br /> r r- . r - , " , f - D ,9 52.77
<br /> C .8 30 14 5Q 00 4i. 24 3.5 S 85'25161 E 35.36 2,� � A TAT
<br /> • I ��, -` TANGENT POINT
<br /> co. 229 35; ' S�Q:CYS3 262"4910- N 16.07 27 W 75.00 2 ,,�
<br /> C1 3' ON
<br /> 6.14 SQ.OQ 41'24'3.5'" S 53`i0' 1'6 VII 35.36 i -'pE� ' S34°46'30"E
<br /> �,5 �, N 89'55'30" E 180.00' �5a3 � �,og � 16.88' BEING A PORTION OF
<br /> _ SECTION 3, T.3S., R.5E.,
<br /> LINE TABLE (DETAIL) rn 10 P.U.E l :„" „ 186'6 t f. 7. 1,d6M
<br /> 70, M.D.B. ,
<br /> LENGTH ��� E ' - �� • 2SAN JOAQUIN COUNT', CALIFORNIA
<br /> LINEBEARING
<br /> (FEET) Z
<br /> L52 195.12' S 73 5233" 1N r F. 2 it �%a 21 `r 33„� sr
<br /> L54 28.3.9 S 34'46 30 E �Sp ter. 25 ;`w' Q 18,240 S.F. N13752 9, .0 - _�-TFAP ROAD �' �]ILLC3N MURPHY
<br /> � �" 19,413 S.F. o a $r R ; W EA:"lENIF."JT `1S•
<br /> o 0 0 �- CONSUL 77NG Cl elf, ENGINEERS
<br /> O' " N 10' P.U.E.- ,p`0 ENGYNEERING PLANNING • SURVEYING
<br /> N 89 55 3 E 160.00' co 0450
<br /> �s -10' PUE JUNE, 2003
<br /> SHEET 8 OF 9 SHEETS
<br /> 47 SCALE: 1"=60'
<br /> �• 16,740 S.F. s ��„. a _44 TEMPORARY EASEMENT DETAIL
<br /> Q3
<br /> 22 CILLI DRI VE BASIS OF BEARINGS:
<br /> 3 10
<br /> RUE o - 18,240 S.F. �- o S
<br /> f pItz z (SEE SHEET 6)
<br /> SCALE: 1"=60' THE BEARING N 89` 55' 30" E FOR THE SOUTH LINE OF THE 5E 1/4 OF
<br /> d SECTION 3 AND THE CENTERLINE OF LINNE ROAD AS SHOWN ON THAT
<br /> ��• �`S �� CERTAIN MAP IN BOOK 21 OF PARCEL MAPS, AT PAGE 27 SAN JOAQUIN
<br /> Ory N 89'55'30" E 160.00' N.A.P:O.T.S. '
<br /> \ COUNTY RECORDS.
<br /> r�
<br /> L70
<br /> 16,4324S.F. ! P.M, 21 -27 5 P.S.D.E. �--
<br /> j8 tij o I.0 D. PER P.M. 21-27 TO BE MONUMENTS SET.
<br /> \ N16 10 48 E(R) 23 o ACCEPTED BY COUNTY BY SEPARATE
<br /> DOCUMENT AFTER FILING OF FINAL 3/4" X 30" IRON ROD NTH CAP STAMPED R.C.E. 25835 AND
<br /> 17,560 S.F. T MAP SHOWN THUS D- UNLESS OTHERWISE NOTED.
<br /> `` MONUMENTS SHOVMYN- - , SHALL BE 3/4" X 30" IRON ROD
<br /> C
<br /> EX. 10' TEMPORARY NTH CAP STAMPED R.C.E. 258.35 SET IN MONUMENT WELL CENTERLINE
<br /> UTILITY EASEMENT AGREEMENT D tD MONUMENT). {
<br /> # 2
<br /> D.N. 2003--219658
<br /> �� N 8 'S 0 E 140.OQ' 0 _
<br /> ,, � N 89•55 30 E 616.43 N Bs•55'3a" E s7n.34' T N � LEGEND;
<br /> I $Q' C9t? ZILLI DRI VE- ( )
<br /> R1 148.90 300.05' ( )
<br /> 8 SOO Q4131'$E u� : � FOUND MONUMENT AS NOTED M.&P. 10-113
<br /> SFN 52.18' N 89 55'30 E 616.43 (T) ' " t� FD. CENTERLINE MONUMENT AS NOTED
<br /> 14
<br /> N 8.9'55.'3.0" E 14"22'28"E. R � 144.00 300.05 _ I.P. IRON PIPE (R2) P.M. 21-27
<br /> 125.00' L75 25' 25'. �' L74 X. 10' TEMPORARY
<br /> P.M. PARCEL MAP (R3) R.S. 29-18
<br /> �.-- UTILITY EASEMENT AGREEMENT + FD. FOUND (R4) P.M. 20-132
<br /> 10' RUE D.N. 20.03-213(058 IRON ROD (R'6) R.S. 15-13
<br /> 5' P.S.D.E. I 44 N I.N. INSTRUMENT NUMBER (T) TOTAL
<br /> 18,706 S.F. EX 50' TEMPORARY
<br /> ca 4a .-
<br /> -EASEMENT AGREEMENT S.J.CO. SAN JOAQUIN COUNTY (TYP) TYPICAL
<br /> J� 'n t- S74'26'46"W R. D.N. 2003-002524 5' P.S.D.E.
<br /> ui 17,737 S.F. uy c3 R.S. RECORD OF SURVEY S•F. SQUARE FEET
<br /> `v " 676 6E(R) M.&P. MAPS AND PLATS RESTRICTED ACCESS
<br /> I � S53'25'58"W;R D.N. DOCUMENT NUMBER
<br /> C7p ` . : 5 REF REFERENCE
<br /> " N. 89'S5'29" E 141.16' (R) RADIAL P.S.D.E. PROPOSED PRIVATE
<br /> 581'23 07 E(R) STORM DRAIN
<br /> i 'n Cs ; c7
<br /> c5
<br /> N.A.P.O.T.S. NOT A PART OF EASEMENT (.NOT
<br /> °p N 8g 57'44" W
<br /> 692' 12�, N c THIS SUBOR4SION
<br /> " 124.83 $33'02 W R �o CREATED BY THIS
<br /> rn�- OR OFFICIAL RECORDS MAP).
<br /> \ � 671 0 b � N.A.P.O.T.S. RUE PUB,LlG; UTILITY EASEMENT
<br /> ,i 564'08'39"E :R �v o_ SFN SEARCIHI=d. FOUND NOTHING
<br /> 2 N.A.P.0.T.S. •- "�
<br /> ( ) � � o P.M. 21 -27 I.O.D. IRREVOCABLE OFFER OF DEDICATION
<br /> R.S. 29-18 p � % v
<br /> p p
<br /> 41 43 00 o a
<br /> V) C79 ,n LINE TABLE CURVE TABLE
<br /> 20,578 S.F. 21,313 S.F. z z
<br /> a off' CT s
<br /> LINE LENGTH BEARING CURVE ]LENGTH RADIUS (DELTA CHORD
<br /> u� 04cv 10 RUE ��, L67 28.28` N 454044'3Q" W C20 2T8.90' 300.00' 41'4$'22" S 62'15"41 E 214.07'
<br /> L68 22.46' S 4455'39" W C67 155.$1' 27300' 32'2742" N 57'35'21 W 153.73'
<br /> L69 56.57' S 8fi'21'36" E C613. 70..63' 525.00' 12`27'05' S 69 23 59 E 70.49
<br /> 31 ,rye 4 L70 4 67 N 41'21'30 W C69 '.94.55' 350.00' 15'28'43" 8. 07'48'52" 94.27'
<br /> ,: +s . r » e
<br /> ryP' J� L71 54.58 S 26 49'34" W C70 21.09 50:OQ 24"!0 t�7 S 03 2810 E 20.94
<br /> � 19,306 S.F. S
<br /> L72 31-61' S 39019000" E 671 15:05` 5fl::0 ' 111:428" N 17'14'07" E 14:99'
<br /> RESTRICTED ACCESS D 672 6:9 2fi' 50.0.0' 79'21'57" t 13'49'37 W 63.8 '
<br /> .�' n L73 28..28' N 44 55'30" E
<br /> FD. 1-1/4 I.P. , " ,
<br /> L76 245.30' L77 L74 S (11;► N JE)04 3'1 W 673 62.82' 5.0.04 71 59 46. N 89 30 09 W 58.77
<br /> (R2} NO TAG L75
<br /> .11 .79 S DQ 04'31' E C74 97.27' 501.0 111'28`06~ S 01'13.'45 E 82.64'
<br /> N 89'5.5'30" E 321.30' n ,
<br /> L76 40.00' N 89'55'30" C75 17.84 50.00 20'20 46 S 48 44'26" E 17.75
<br /> SFN N 89'55'30 E 321.34'(M) 321.33'(R2) L77 35.(}0' N 89'55'30" E 676 18.29 50,04 _57'48" N 26'02T" W 18.19
<br /> `� cv 17' ROAD RIGHT-OF-WAY DEDICATION C77 81.05' 300.00' 15'28'43" fV 07'4852" W 80.80'
<br /> ev _ _ L78 50.00 N36`29 24 E R
<br /> co �n L79 66.14' S 15'33'13" E 678 8-7.60' 325.00' 15"28'43" N 07'48'52" VIS 8i7.S3'
<br /> ' 04 SECTION LINE N LiNNE ROAD L86 48.07' N 69'20'31" E C79 229.35' 50.001' 262'49'09" s 74'26'47" W 75.01'
<br /> L81 26.54' N 19'3:1'42" E C90 36.18' 300.00' 06`54'38" N 88`37'11" W 36.16'
<br /> L82 53.05` S 5()'28'46" E Cg1 255.0$' 300.00' 48'43,00,, S 6.5'43'00 E 247.47'
<br /> L83 25.00' N48'38'30"E R C92 36.14 50.00' 41'24'35" N 05'09'04" E 35.36'
<br /> i
<br /> L84 SOfi'S0'08"VV R C93 3.6.13 50.00 41'2435" N 36'15 31 W 35.30
<br /> I
<br /> j FILE: 2000\0005 ENALMAP\SHEET8
<br /> W/14/2004 93:49PP
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