Laserfiche WebLink
0 <br /> O N <br /> O ^ ^ <br /> ^ ^ <br /> 48 00nw - 0' L`nn w48 <br /> II II `. V) > o N <br /> LL_ H m w w W Y n 10 rn ~ <br /> W CJ to O } Ln W p N N N O II II Q <br /> Ln w co w a0 j� o �t N p rn N II N Ln II N <br /> 46 LO ) � oo � mN Ln � 0 0 0 � u - <br /> � o � Ln z II z II z II N > Z ...� > 46 <br /> - FO oo rn in d o "' w N 0 O o z II o Ln w 11 <br /> p II cn o o II 0 Ln II Ln II Q II z II U Lj U Lj o w o wy C) ww zO wy <br /> II o z y II L- > > FINISH CL CONST PROFILE o > J J J U w J J v uj w <br /> > N W O) J 0 > z J II z J II C.9 J J (~O LJ J J tD Q w M J J ~ w <br /> 44 w z0 w Oz II zz II z II wo w O w O ww O ww o w J + w + w + Li + � _j + LLw + � _j <br /> v v w 0 w vo > bi w - w FL (LT) PROFILE FL (RT) PROFILE + EXIST CL PROFILE + LL 44 <br /> _ ~ Q CO L j C' w �j W N � + IJi Of J Il- w. - <br /> + (� LL + 0 Li _- - - - <br /> Ll Cif + 0 + + + + o _ _ - 3�% T0.48% - <br /> 42 - - - - - - _- _ o.3z�r - - - _ - -_ - --_ - - -_ - - - - - - o -3y� -o-42x - - - - _ 42 <br /> 0.30 p4 - - - - - - - - - - - - - - - - - - - _ - - - - - -- - - - - Lv <br /> 0_59% _ - cli <br /> - - 0-.3 - - - - - - - - - - <br /> It -1 II <br /> 40 J II w J 40 <br /> 0 > w <br /> w w <br /> J (� J <br /> w + L� <br /> 159 + 00 159 + 50 160+ 00 160+ 50 161 + 00 161 + 50 162+ 00 162+ 50 + ` 163+ 00 163+ 50 164+ 00 164+ 50 <br /> CURVE DATA TABLE CURVE DATA TABLE CURVE DATA TABLE CURVE DATA TABLE <br /> CURVE # RADIUS DELTA LENGTH TANGENT CURVE # RADIUS DELTA LENGTH TANGENT CURVE # RADIUS DELTA LENGTH TANGENT CURVE # RADIUS DELTA LENGTH TANGENT <br /> `� O1 20.000 106-40'06" 37.234 26.865 O7 20.000 106-40'06" 37.234 26.865 13 25.000 100'05'53" 43.676 29.846 19 25.000 89'57'41 39.253 24.983 <br /> O2 7.000 45'00'00" 5.498 2.900 ® 7.000 38'12'21" 4.668 2.424 14 20.000 73'25'01" 24.929 14.376 0 25.000 90'02'19" 39.287 25.017 <br /> 7.000 53'51 09 6.581 3.556 9 7.000 47'56 01 5.855 3.111 15 20.000 4.668 24.983 " <br /> w 0 96 33 59 21 19.500 90 02 44 30.646 19.516 <br /> 0 ® 7.000 48'12'17" 1 5.889 3.132 10 7.000 46'31'00" 1 5.683 1 3.009 16 20.000 1 59'05'53" 1 5.855 25.017 © 19.500 90'02'22" 30.644 1 19.513 <br /> w 5 7.000 22'55'21 2.801 1.419 11 7.000 19'41 '06" 2.405 1.215 1 25.000 39.253 24.983 <br /> � 0 � � 895741 <br /> M TYPE A2 CL 16 DWY © 20.000 106'40'06" 37.234 26.865 1© 20.000 22'55'21 " 37.234 26.865 18 25.000 90'02'19" 39.287 25.017 <br /> 0 <br /> J +96, 70' REMOVE CB AND , CONFORM 0.10' <br /> " END C r CONFORM 0.10 +41 34 LF 12"0 PIPE I 15' (TYP) <br /> mN Li 0 EG CG LT SALVAGE F&G 3 ND CG&SW CONST 5' AC TRANSITION TYP <br /> 00+ co � ca &SVy CONST SDI (TYPE 1) W 0.00' g3GIN CG&SW IT CONST SDI (TYPE 1 <br /> 100 J ,,� J Q W 0.00 STA 159+71, 29 LT N ST ROLLED CG&SW W STA 163+36, 50' LT <br /> o N SD CW-C6 RESET R-1 SIGN <br /> Z < I n 00 a W 15 (TYP) INSTALL 30 LF 12"0 SDR 35 PVC PIPE a o aINSTALL 42.50' <br /> LF 12"� SDR 35 PVC PI E <br /> Q Ln > 16 13 FL = 41 .55 w <br /> o~ z z + REMOVE SD & r- w cO w 21 INV = 38.90 <br /> O(n _L,. INV = 38.20 O w RESET SDI (TYPE 1) (� <br /> �'- 15 LF 10"0 IPE + + STA 162+60, 26' LT 19 <br /> LO SALVAGE F <br /> I _ - /ZOERN <br /> - - ft 4t.94'- - 18 0SDt ANB- � <br /> J I 13 LF 120 PIP J <br /> w 11 x C,9�s 7 c, w <br /> x <br /> oN N 10 C�S,C' 2 x��G;�.° 1 2 3 RELOCATE R-1 SIGN o CHESTNUT STREET m _ s G _ N <br /> 7 12 \ G 7 '`� N N Ln <br /> 159 + 00 - 160 + 00 161 + 00 162 + 00 C 04 N 163 + 00 164+ 00 <br /> 50' RT, RECONSTRU T CB CONST SDI (TYPE 1) + REMOVE SDI AND co <br /> 3 LF 12"0 PIPE <br /> REMOVE SDI, STA , RT SALVAGE F&G <br /> c INSTALL 4 LF 12 0 DR 0 CONST SDI (TYPE 1) <br /> N 04 8 LF 12"0 PIPE FL = 40.85' INSTALL 52 LF 12 0 A P m v STA 163+61, 26' RT V) <br /> Z N SALVAGE F&�G INV X37.80' 6 FL = 41 .10' N LO w INSTALL 30 LF 120 ADP w <br /> 8 INV = 38.40' co N <br /> -i 0 �' O �9 "� MH INV = 37.60' cNv + 17 Q C+xsz io FL = 42.75' in z <br /> 9 xGQSF' FD Q + + + �G O ys��,� + N INV = 38.00' N = <br /> :2 - _ZFI-:, <br /> - Q <br /> 7 5 4 REMOVE SHRUBS (2) Q <br /> 15 - - - >- r 0.00 20 3 <br /> Q 14 50' (TYP) o - R€1NOVE REED"0}- - o o - - - -1O� - - 12' 22- REMOV€-TREE�10"Oj--+ 0.00' +46' RT CL 10' DWY +36, 56 RT NEND �G&SR Q C' SE A2 Q a J Q DCG&SW „U` 0.10' _ BEGIN &SW J a <br /> W 26 55' RT v I v I 0 vCG&SW ca a d N m> o r N r 'X6' NING Q RESET R-1 SIGN N > <br /> I _ 15' (TYP) CONFORM + ~ I + ~ + ~ AROUNDTREE EXISTLL TREE. . . . ' - ON ORM + ~ <br /> REMOVE TREE (20"0) EXTEND SW 15 (TYP) <br /> CONST SDI (TYPE 1) <br /> STA 158+53, 26' RT <br /> INSTALL 18 LF 10"0 AND I <br /> 12 LF 12"0 SDR 35 PVC PIPE L <br /> FL = 40.65' <br /> INV = 37.80' <br /> FESS <br /> BEFORE EXCAVATING Revision. Description Date By ApprovedF <br /> CALL U.S.A. No. By MARK THOMAS & CO. INC. w T.R.FLEMIN DEPARTMENT OF PUBLIC WORKS <br /> UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES 7300 FOLSOM BLVD, SUITE 203 Na 3 31 A <br /> 800-227-2600 FOR REDUCED PLAN SACRAMENTO, CA 95826 SAN LIOAQUIN COUNTY, CALIFORNIA <br /> *(916) 381-9100 Exp. 3 - <br /> TOLL FREE 31 07 <br /> 2 WORKING DAYS BEFORE ALL I I I IVIL �P <br /> PLANNED WORK OPERATIONS 0 1 2 3 9TF OF CAUEO�� <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> H. CARCIA 4o� 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 +/01/02 - DRAINAGE WOODHAVEN LANE, CHESTNUT STREET AND MOKELUMNE STREET 9 40 <br /> FILE NAME DRAWER jSLHE= ACAD REVISIONS DATE <br />