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HomeMy WebLinkAbout2007 Inter. of M and T.pdfX f I I I ( I i I I �I I) i I 1 1 I I I i I ATCH EXISTING 215' T -- - /� -PED F�; 1 "= 50' 3' AGG. SHOULDE I E-�I MATCH EXISTING SHOULDER E.. EMOVE EXISTING 36" CMS' AND END SECTIONS REPLACE WITH 68' OF 36 CMP WITH NEW END SECTIONS TAPER TO 12' LANE ,p0ASTRUCT ASPHALT UM E ► STA i 169POINT 83 37 84' LT. -� STAI768+09fi,84' LT /� —~ i 5 REMOVE EXISTING ISL D,CATCHBASIN AND CULVERT PIPE 660' 4� TOG AG OF C P,P j,� — LAG OF G it � `; 60' RAD TO F " 100 TO -----_---�3%-AGG. SHOULDE TO/1 2' DRIVING LANE / ACE �a5� TYPE J 100 — _ , R/W - - 75'---------- ----- -- R/W -' — TO 15 EDGE L — — — � rn m 24' — _ --- © ---------cr----------- --- — . — TO 15' EDGE 0� 150' 100' 217' TO 12' DRIVING LANE J j OF CTH "T" AND "M"— STA 169+05.80 R W R/W — R/W — R/W — R/W -3' AGG. SHOULDER —C-T-H —JYI------------------ l� _ -� R W — R/W 325' TO 12' DRIVING LANE 2' AGG. SHOULDER -R/W- - R/W - R/W - R/W Station Offset Table GENERAL NOTES NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE PRIOR APPROVAL OF THE ENGINEER, THE LOCATION OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWN ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER U7ILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. CONTRACTOR SHALL VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. Point Number Station Offset WHEN THE QUANTITY OF THE ITEMS OF BASE OR SURFACE COURSE IS MEASURED FOR PAYMENT BY THE TON, THE DEPTH OF THICKNESS OF THE COURSE 10 168+06.96 84'LT' MATCH EXISTING 215' SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF MATERIAL AS DIRECTED BY THE ENGINEER. 169+83,37 84'LT 3 168+74,47 28,5'LT ! NO PASSING ZONES WILL BE LOCATED BY OTHERS. 4 168+86,87 28,5'LT !!! ALL INTERSECTIONS TO BE PAVED AS DIRECTED BY ENGINEER. 166+88,33 57'LT H{ MATCH EXISTING SHOULDER +Location shown With + sign 1 NMS DESIGNS MAY BE INTERCHANGEABLE IN COMBINATION OR SEPARATELY I FOR NONE COMPLETEINTERSECTION DEPENDINGPON INTERSECTION ` ANGLEANDSURFACING OFEACH APPROADWAY � ,SIDE ROAD SURFACING NOTE WHEN THE SIDE ROAD IS NOT PRESENTLY PAVED, PAVEMENT SHALL BE I PLACED TO THE LIMITS SHOWN UNLESS OTHERWISE PROVIDED IN THE CONTRACT. WHERE THE CONSTRUCTION LIMITS ARE BEYOND THE PAVING ' LIMITS, CRUSHED AGGREGATE SURFACING SHALL BE PLACED BETWEEN ' THE PAVING LIMITS AND CONSTRUCTION LIMITS. WHEN PRESENTLY PAVED,�W PAVEMET SHALL BE ROATS RADIUS POINT ' RADIUS POINT OF DESIGN AS SHOWNIS PLA EDHTO THE LIMIE AD BEYOND, IF NECESSARY, TO MEET EXISTING PAVEMENT. STA 168+06.96,84' T STA 1 fig+83.37,84 LT. � 5' WHEN THE SIDE ROAD IS THE CONSTRUCTION PROJECT, THE INTERSECTION SURFACING SHALL BE THE SAME AS FUR THE PROJECT, 60' RAD. TO FLAG OF C&G TYPE "J" C&G 60' RAD. TO FLAG OF C&G TYPE "J" C&G o — �- R=4' TO FLAG BCURB & GUTTER Y OTHER ' TO FLAG ~ J OF CTH "T" AND "M" 169+05.80 EXISTING ASPHALT CTH "M" AND "T" CURB 8c GUTTER STAKEOUT INFORMATION NOT TO SCALE �2%;R 22 /, 6„ it 1'R — 3/4'/FT SLOPE 6" Q 6" MIN TYPES J CONCRETE CURB & GUTTER 30"