Sample Plan. Sample Plan ALIGNMENT PLAN AND TABULATION NARRATIVE ALIGNMENT PLAN AND TABULATION CHECKLIST.
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1 Sample Plan Sample Plan AND TABULATION NARRATIVE AND TABULATION HEKLIST. Alignment point numbers and/or curve names REVISION DATE 0/05/2 References: Design Scene: hapter 7 - Alignment Road Design Manual: hapter 3- and Miscellaneous: Point Numbering Guide 2. North arrow 3. Alignment name 4. Horizontal control note on the first alignment plan sheet 5. Alignment coordinates 6. Bar Scale 7. Noise Walls Surveys Datum Statements for Plans 8. Retaining Walls 9. Bike and Pedestrian Paths General Information: 0. Drainage channels, if appropriate Provide alignments for bypasses.. Drawn by: and hecked by: Initials and Engineer's signature On the tabulation, provide columns for Point No., Point, Station, urve Data (Delta, Degree, Radius, Tangent, Length), oordinates, and Azimuth of the alignments. Include all features that would require an alignment (bike paths, retaining walls, special ditches, etc.). heck for extreme bridge skews, to ensure that skews do not necessitate an unconventional bridge design. (Do this early before construction limits are submitted.) The Geopak software currently used by MnDOT will divide an alignment into regions whenever there are equations along that alignment. These regions will be numbered consecutively and be separated by an equation. The regions should be identified on the Alignment Plan, the Alignment Tabulations, and the ross Sections (i.e., R 3, R 4). Generally, equate all alignments on tangent sections so that the stationing on all alignments running parallel are the same. 26-JAN-7 08:27 urve names rather that curve point numbers can be shown on the plan sheet as an alternative. AND TABULATION NARRATIVE AND HEKLIST
2 DISTRIT #: 97 L T.H. 60 W.B. 85 spaliplan REVISION DATE 0/05/2 PLOTTED/REVISED:26-JAN-7 08:27 85 L T.H. 60 E.B SALE: 00' L L RETAINING WALL H-FLINT X Y H-WOOD X Y L RAMP R L T.H. 0 E.B. L T.H. 0 W.B. L RAMP J L 5 L UNIVERSITY AVE. B/L L UNIVERSITY AVE. S.B. L UNIVERSITY AVE. N.B. L PATH L LOOP I 5 L BYPASS H-RUBY L NOISE WALL A 00 H-PB X H-JEWEL X Y X Y L LOOP H X Y H-GAS STA H-KING X Y H-GM X Y L LOOP K L T.H. 0 E.B. 5 HORIZONTAL ONTROL THE HORIZONTAL ONTROL FOR THIS PLAN IS NAD83 (996 ADJUSTMENT) ANOKA OUNTY OORDINATES. FOR INFORMATION ON HORIZONTAL ONTROL S ONTAT MNDOT'S OFFIE OF LAND MANAGEMENT OR THE DISTRIT SURVEYS OFFIE. EQ. STA R = STA R 2 Y ERTIFIED BY LI. NO. DATE 2/0/99 SHEET NO. 32 OF 84 SHEETS LIENSED PROFESSIONAL ENGINEER 5 27 NUMBER OION DRAWN BY: MB HEKED BY: HS STATE PROJ. NO (T.H. 00)
3 DISTRIT #: spaliplan2 PATH & REVISION DATE 0/05/2 PLOTTED/REVISED:26-JAN-7 08: { NB { SB3 { WBSAH2 { WBSAH { TH3MO HORIZONTAL ONTROL THE HORIZONTAL ONTROL FOR THIS PLAN IS NAD83 (996 ADJUSTMENT) SOTT OUNTY OORDINATES. FOR INFORMATION ON HORIZONTAL ONTROL S ONTAT MNDOT'S OFFIE OF LAND MANAGEMENT OR THE DISTRIT SURVEYS OFFIE. { EBSAH2 { EBSAH2 SE MW { ROUND { SB NUMBER OION 7 0 SALE IN FEET DRAWN BY: JTB HEKED BY: DB /28/05 ERTIFIED BY LI. NO DATE STATE PROJ. NO (T.H. 00) SHEET NO. 33 OF 84 SHEETS LIENSED PROFESSIONAL ENGINEER S/ MW { NB3
4 DISTRIT #: 650 P URVE 238 spaliplan3 650 S S P ST S REVISION DATE 0/05/2 PLOTTED/REVISED:26-JAN-7 08: DRAWN BY: MS URVE URVE 33 URVE 2 URVE 2 P URVE P P P ST P URVE 238 URVE 2 URVE 332 URVE 238 s c2b { PSB0 { PEBD S P URVE 3 URVE 34 URVE 370 URVE 242 URVE P P URVE 375 URVE URVE 33 s2 S { PNB0 - { PEBD - { P694EB { P694EB HEKED BY: HS { PSLOOP { PNB c3b S URVE { PNLOOP URVE 380 P P P URVE 5 URVE { P694WB { P694WB { pnb0exit { LEXNWR P { PORDF URVE NUMBER OION 0 SALE IN FEET ERTIFIED BY LI. NO DATE 6/06/ STATE PROJ. NO (T.H. 00) SHEET NO. 34 OF 84 SHEETS LIENSED PROFESSIONAL ENGINEER
5 ALIGNMENT TABULATION ALIGNMENT TABULATION NO. STATION URVE DATA OORDINATES URVE DATA OORDINATES AZIMUTH NO. STATION DELTA DEGREE RADIUS TANGENT LENGTH X Y DELTA DEGREE RADIUS TANGENT LENGTH X Y AZIMUTH T.H. 60 L E.B. T.H. 0 E.B. REVISION DATE 05/06/99 PLOTTED/REVISED:26-JAN-7 08:28 9 T.H. 60 L E.B , , P PO '.00" RT 2 02' 39.27" 2, ' 828.3',60.826' 885, , , , , , , , , T.H. 60 L E.B , , P T.H. 60 L E.B R = EQU. T.H. 60 L E.B R 2 T.H. 60 E.B. T.H.60 L E.B = T.H. 60 E.B. 82, '.00" 9 46' 05.00" 87 09' 58.4" A ' RT. T.H. 0 W.B = 006 T.H. 0 E.B P ' 56.93" RT 5' 00.00" 4, ' P ' 54.92" LT 2 ' 00.00" 2,29.83' P ' 47.57" LT 0 2' 8.50" 6,33.399' 42.' ' ' ', ',95.747' 885, , , , , , , , , , , , , , , , , , , , ' 28.96" 55 5'.89" 0 3'.97" ' 56.08" RT 2 02'39.27" 2, ' ' ' 886, , , , P , , , , ' 54.22" , , P T.H. 0 E.B , , ' 43." ' 2.42" RT 0 '00.00",9.56' ' ' 886, , , , T.H. 0 W.B. 5 6 P , , , , ' 5.64" T.H. 0 W.B R = 92 EQU. 888, , R '.89" ' 27.75" RT 0 55'00.00" 6,0.449' ',44.477' 889, , P , , , , ' 42.49" LT 2 33' 4.34" 2,2.83', ',99.86' 889, , ,266. 8, ' 43." , ,7.482 P , , , , DISTRIT #: spaliplantab '00.00" RT 0 '00.00",9.56' 0.63' ' 89, , , , T.H. 60 E.B = 33 89, , A ' RT. T.H. 0 E.B T.H. 60 L3 W.B , , P , , ' 44.90" RT 2 00' 00.00" 2, ' ',646.7' 885, , , , , , T.H. 60 L3 W.B , , A. 2.00' LT. T.H. 60 L3 W.B = , , T.H. 60 W.B P 338 P P P T.H. 60 L3 W.B. T.H. 60 W.B , , '00.00" LT 00'00.00" 5, ' ' ' 888, , , , , , ' 37.52" LT 0 '00.00" 7, ' 4.822' ' 888, , , , , , , , '.33" RT '00.00" 3,274.0' ',7.6' 890, , , , , , , , '.05" LT 0 '00.00" 7, ' 47.3' ' 892, , , , T.H. 60 W.B = A ' LT. T.H. 0 W.B , , ' 43." 58 50'.0" 9 46' 04.9" 9 47' 5.64" 84 7' 5.64" 82 09' 38.2" 2 32' 3." 06 6' 43." , , P T.H. 0 W.B , , P P P A ' LT. T.H. 0 W.B = , , = 23' 29.06" RT 3 ' 00.00", ' 8 56' 49.06" RT 00' 00.00" 5, ' 26 26' 39.98" RT 2 5'00.00" 2, ' 448.9' ' ',75.8' 888, ,7.7 85, , , , , , , , , , , , , , , , , ',0.83' 888, , , , , , , , EQU. A ' RT R = R 2 SAMPLE ALIGNMENT IS BEYOND PROJET LIMITS AND WILL NOT SHOW UP ON VIEW. PLAN ALIGNMENT TABULATIONS 8,2.03 T.H. 60 L E.B. T.H. 60 E.B. T.H. 60 L3 W.B. T.H. 60 W.B. T.H. 0 E.B. T.H. 0 W.B. 06 6' 43." 44 ' 28.96" 80 08' 58.02" 44 ' 28.97" 53 42' 8.03" 80 08' 58.0" DRAWN BY: MB HEKED BY: HS STATE PROJ. NO (T.H. 00) ERTIFIED BY LI. NO. DATE 2/0/99 SHEET NO. OF 84 SHEETS LIENSED PROFESSIONAL ENGINEER
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