M558 - M564 - Laserfiche WebLink

Home Browse Search

Y � 3 '� i !� 213MV210 3WVN 3113 ain — —m----V-' Not a Part of Project 100' A.C. Trans. 0 .25' A.C. Overlay 100' A.C. Trans. Not a Part of Project ^1 � E o Exist. Guard Railing Exist. Planters to Exist. Drainage System E 0 50' to remain in place. remain in place. to remain in place. a 50'� ft U E 0 I EGENn I C14 L) O I+ N + r+i r+i J p II 39 I M r- j III a+° ® Variable Depth Asphalt Concrete Overlay. SCALE: 1 " = 40' ® � oo rJ 2 = o S O r / i N �� N Paved Frontage N N / N LO Em Exist. Concrete Median to remain in place. 00 E.P. 4 00 Depth of Asphalt Concrete Pavement Planing. 10 L/ I I \\\�� 10 o I �� Limits of Asphalt Concrete Pavement Planing. < — — — I _ I t° N .00 " " •• •• ;o o 41 424,30 44 R Conform to Existing Radii. — — — '� '� 47 'to- 00 to 49 0 • N O Adjust Survey Monument Frame and Cover to grade. — — — — — — — — — — — — — — ZZ — • •• ' •• '• " i° �� Adjust Manhole Frame and Cover to grade. Exist. A.C. Dike to +0 4' E.P. 0o N a NY 4,• \ \0 Col. ® Adjust 18 S.D.I. Frame and Cover to grade. remain in place. (Typ.) .* + + +o o �j �(3 Approximate \ / of Adjust Detector Handhole Frame and Cover to grade. o oQ CalTrans R/W o o �d c /// Z _ o O oa Adjust Water Valve Frame and Cover to rade. rn w N x rn N X 1 9 BEGINNING OF PROJECT x w `�'w Typical Traffic Lane layout w o III r T ' r �1\ Pt�diYLif1 "l IS "er z,�1 a _ ;;-rs�` Construction \ n 0.1 T A.C. Overlay —y Nota Part of Project 100' A.C. Trans. 0.17' A.C. Overlay 100' A.C. Trans. Not Part of Project 100' A.C. Trans. Shoulder Subsidence work to E E E See Railing Detail F be paid for by Force Account. 50'� 50'� 50'� 3, this page. �. 0 Exist. M.B.G.R. to 0 0 o y % Exist. C.G.&S. to CL o 25' A.C. remain in place. o no U M remain in place. + E + Trans. + + + I + + c a N to LO to 00 of 0 0 + Q N v o o a _4 00 + o + o o N m N N N Exist. A.C. Dike to o e o o + ° `a E.P. N N i SCALE140' CIA remain in place. o o� o Ln'" 6 Exist. A.C. Dike to 6 _•••_' .. ,• .. ••• Nw ..• ado \ \ o 0 o Nw �' remain in place. in 10' N m _ — �- " \ , I _ N /,� W I I� 15 � — .10 10 a — _ � d � Z — — — — J_/— — — — — — — — — �tO �— in N II �0. g5'} •• io � / M o M Bridge No. 29C-083L n N in It u- 16--10 00 of 'n — — — — — 12 w _ _ 57 58 -H G� 54 _0 53Q 000 51 . i� ''`� r�i Bridge No. 29C-083R ''� • 18 ro • • • w • M i V • .. 1A • 00 '(a •.• F_ 10 \Conform (— — — — — — .10 / _ _ .0 u �.�, t•• N .10 .1 O I •.. ..• ... •.. I �. I _ / z II / //i o 0 10. Exist. A.C. Dike to See Railing Detail 2, — �o '� o remain in place. this page. � _ _ _ o a rn o ED co o o ,n o o g' _ Exist. M.B.G.R. to II + + o + � + o + yN Approximate o �n 6 co o -- 0 00� rn � 4 remain in place. LO Ln Ln N LO n +'X I L dkR / Q ice,, CalTrans R/W I o o ,°a'``'o Exist. C.G.&S. to N N N E E N N & remain in place. k o o See Railing Detail 0 0 D o 1, this page. 50' 50' Exist. A.C. Dike to En Construction �5 ci c) remain in place. w�i 0.25' A.C. Overlay 100' A.C. Trans. Not o Port of Project 100' A.C. Trans. 0.17' A.C. Overlay Exist. M.B.G.R. to Place Terminal System Remove Exist. Place Terminal System Place Terminal System (Type remain in place. (Type B). Refer to S.P. A77B M.B.G.R. and posts. (Type CAT-350). Refer to (Type CAT-350) backup. Refer Toe of Exist. Exist. A.C. Dike to and S.P. A77J for details. _ 1999 R.S.P. A82A for details. to 1999 R.S.P. A82A for details. A.C. Slope. remain in place. _ 56 Exist. M.B.G.R. to _ _ —57— L4 �114 Exist. A.C. Dike to — — — — — —�_ _ —_ _ _ 12'-6" rt remain in place. Bridge No. 29C-083L Ln 25'-0" 37'-6" remain in place. 31'-3" 0 Bridge No. 29C-083R m LIN Hine Point of Place Terminal System 9 Place Approach Railing Exist. Concrete Railing °' Exist. Concrete Curb and + Exist. A.C. Slope (Type SRT-350). Refer to g P Transition. Refer to Exist. Concrete Railing 1999 R.S.P. A77L for details. S.P. A77J for details. to remain in place. to remain in place. Median to remain in place. - - _ _ - - - - - - — 55 54 37'-6" — — — — — — — V — Exist. A.C. Dike to — — — 58 59 remain in place. _ — — — Exist. M.B.G.R. to _ Place Approach Railing —/ Place Terminal System Remove Exist. Cable Anchor Toe of Exist. o Place Terminal System Transition. Refer to (Type ET—Plus). Refer to remain in place. Assembly, M.B.G.R. and posts. A.C. Slope. (Type B). Refer to S.P. A77B S.P. A77J for details. 1999 R.S.P. A77M for details. Remove Exist. rn and S.P. A77J for details. N RAILING DETAIL 1 M.B.G.R. and pasts. RAILING DETAIL 2 RAILING DETAIL 3 SCALE: 1 " = 20' SCALE: 1 " = 20' SCALE: 1 " = 20' t 7 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE I MOUNTAIN HOUSE PARKWAY RESURFACING SHEET TOTAL HO. SHEETS COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN / RAILING DETAILS (500' south of Interstate 580 to 1,100' south of Interstate 205) 3 7 FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE �b