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50 ,. 50 <br /> CURVE DATA TABLE <br /> Y Y o X CURVE # RADIUS DELTA LENGTH TANGENT <br /> 48 a - wo min tno w Y w <br /> w o n a o 48 0 394.239 7'26'12" 51.170 25.621 <br /> m m LI <br /> PROFILE M C) ;n w S N <br /> a - ckfco `� N O2 405.610 6'52'29" 48.667 24.363 <br /> w 00 A 11 � m M d N <br /> C, II < II > z o o Q II Of O3 476.555 3'31 '06" 29.264 14.636 <br /> 46 J JPROFILE o W v w o > � > (n w Z! II 46 ® 28.000 43'45'21 " 21.383 11.243 <br /> w w 0 z -1 o' <br /> w00 U iw Q' w U J J O w 0. w <br /> + + a _ w w U w w O5 30.000 46-10'32" 24.178 12.789 <br /> Of '� + J + � to Q © � © 43.000 60'40'06" 45.131 24.894 <br /> (LT) PRLOFILE + + + �' m rr + w <br /> 44 + 0 44 O7 41 .000 60'08'06" 43.032 23.736 <br /> - - - - - 23.000 40'16'53" 16.170 8.435 <br /> "'�� <br /> 25.000 40'16'53" 17.576 9.169 <br /> 42 - - - _ 0.8.5% 42 10 3.000 172'49'34" 9.049 47.858 <br /> 11 1.000 88'01 '31 " 1 .536 0.966 <br /> 1© 1 .000 102'20'36" 1 .786 1 .243 <br /> 40 40 13 1.000 72'15'44" 1 .261 0.730 <br /> 14 3.000 94'06'14" 4.927 3.223 <br /> 164+ 50 165+ 00 165+ 50 166 + 00 166 + 50 167+ 00 167+ 50 168+ 00 15 1.000 101 '43'52" 1.776 1.229 <br /> 19' 4 5' 1 16' re 16' 4.5' 26' 16 1 .000 91'58'29" 1 .605 1.035 <br /> 12 2 5' 60.000 11'26'39" 11.984 6.012 <br /> a 11318 11 318' O <br /> a9S0' <br /> -r 7WS' fi1318 1.000 117'54'52" 2.058 1.662 <br /> 1._ a yr () <br /> CONST 18"0 CB �� " <br /> 19 1.000 89'05 23 1.555 0.984 <br /> STA 167+66, 26' LT' <br /> REMOVE CB AND INST18 LF 12", CLASS 11l RCP �o 1.000 87'57'01" 1.535 0.965 <br /> ,ALLSEE DETAIL 'A' 16 LF &3 LF 12"0 PIPE FL = 42.40' <br /> SALVAGE & REUSE F&G / INV = 38.90' / 21 3.000 68'1 3.602 2.054 <br /> ROUNDABOUT ELEVATION X� / :oo. X © 1 .000 92.25'43" 1.613 1 .043 <br /> 2.000 177'01'54" 6.180 77.194 <br /> REMOVE STUMP a' O / x F.�,o ® 1.000 90'31 '42" 1.580 1.009 <br /> REMOVE SHRU S (3) 9l� acs O �� 0 90 ® 60.000 15'20'00" 16.057 8.077 <br /> UTILITY POLE TO BE F ELOCATED BY OTHERS o� �0 �' / ���A 0�F © 434.457 6'07'10" 46.403 23.224 <br /> k <br /> --A + c9 7� Q�X J �l © 394.240 7'27'15" 51 .291 25.682 <br /> -/, -iS V 9IL <br /> - CONST 18 0 CB REMO E 3 TREES, rn <br /> STA 166+19, 26 LT n 379.220 7'31 '38" 49.820 24.946 <br /> > <br /> 3 (2- 0, 1-60"0) v r 5 $ 10 <br /> en ©9 4.150 178'43'07" 12.945 371.070 <br /> U IN TALL 4 LF 12"0 CLASS PII RCP N - <br /> N FL = 42.75' _ <br /> O ®0 1.000 91 '20'06" 1.594 1.024 <br /> INV = 39.10 REMOVE CB AND �''N o 11 \�\ <br /> 0 a Q I 15 LF 12"0 PIPE rri + V "O' / 31 1 .000 89'49'42" 1 .568 0.997 <br /> LU a- SALVAGE & N - 16 <br /> D \ 1 .000 85'01'54" 1.484 0.917 <br /> Co N > UNDER SIDEWALK REUSE F&G w r" n9 15 <br /> co + f- PLACE AC PVMT + r- DR IN 2 TOTAL y "Q ui 61.000 85'14'20" 1.488 0.920 <br /> J _ . . _ _ . . _ . . v 2' x6'DETAI B 'A'CUR12 ® 3.000 88'34'11" 4.638 2.926 <br /> Li f 4 THIS EET 13 <br /> V - <br /> w -� 14 1 .000 108'05'39" 1 .887 1.379 <br /> - - - - - - - 4 5 X� 1.7 x > I © 60.000 12'23'27" 12.976 6.513 <br /> LO <br /> `� 1 1 2 3 33 34 �� CgS�.CR ® 45.000 16'05'56" 12.644 63.64 <br /> 6 cJ } 0 30 _ <br /> + 40 R�1, 36 ', 12" Gutter 12' from ® 198.000 4'01 '14" 13.894 6.950 <br /> a <br /> 6 + 00 REMOVE CR <br /> cn 35 �/ AND REPLACE ®9 202.000 4'30'19" 15.884 7.946 <br /> 7 CG&SW 2,+ <br /> Uj z N <br /> CHESTNUT S T ET 29 31 32 5' PCC TA EKED I REMOVE SIGN POLES & 12++ 1 6" 40 200.000 4'23'14" 15.314 7.661 <br /> -' 39 + . . . 18 SALVAGE SIGNS " B ICKS <br /> _ CURB & AP ON g <br /> Ir <br /> 1 TYP I BRI KS 4+, °Q <br /> Q - 21 Q a a ° -�. - - NOTE: <br /> c' <br /> ml- <br /> m • . 9 a e, a <br /> _ \ 7 � M" �R ° � Q REFER TO C SHEETS FOR ROUNDABOUT DETAILS <br /> + 28 _ + 52 + - AND LS SHEETS FOR LANDSCAPING DETAILS <br /> o¢ - . . - - - 26 v o 20 + P B ° a #4 Dowel, J <br /> m 27 CO) � n rn REMOVE CR G paced 4' " <br /> Z 19 Min Length 8 <br /> w J ~ N p CG&SW REPLACE 24 22 '� i (Longitudinal Bar) <br /> + � + 0 � � � N 4r cR � 23 DETAIL 'A' <br /> r) >. N r C PSE <br /> REMOVE TREE (10"0) + ~ UTILITY <br /> RELOCATED L BYO HERS BE + ~ e 25 + + STP 5+75, SEE �'8 -7 <br /> v FESS <br /> -o <br /> BEFORE EXCAVATING rri Revision. DescriptionDate By pproved F <br /> CALL U.S.A. No. <br /> e MARK THOMAS & CO. INC. cl) T.R.FLEMIN DEPARTMENT OF PUBLIC WORKS <br /> UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES 7300 FOLSOM BLVD, SUITE 203 <br /> 800-227-2600 FOR REDUCED PLAN SACRAMENTO, 31 0 <br /> CA 95826 * No. 3 31 _ <br /> TOLL FREE (916) 381-9100 Exp. 3 7 SAN JOAQUIN COUNTY, CALIFORNIA <br /> 2 WORKING DAYS BEFORE ALL sr CIVIL P <br /> PLANNED WORK OPERATIONS 0 1 2 3 9TF OF CA��F��� <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> H. CARCM 40� oz COUNTY OF SAN JOAQUIN SCALE: 1 "=20' LAYOUT AND LOWER SACRAMENTO ROAD CORRIDOR IMPROVEMENTS ON NO. SHEETS <br /> M. SELLING 4/01/02 C. ROCKWAY 4/01/02 DRAINAGE WOODHAVEN LANE, CHESTNUT STREET AND MOKELUMNE STREET 10 40 <br /> FILE NAME DVAWER I SHEET ACAD REVISIONS DATE <br />