Maralag – Libertad Farm To Market Road DWG Full Project for AutoCAD

This Project is for the farmers of Maralag and Libertad of Dumingag Zamboanga del Sur funded by the Local Government Unit with the Aid of the Department of Agrarian Reform to transport the farm product of the locals in the concerned area. This Projects is a state road that connects rural or agricultural areas to market towns. With this projects social economic activities will increase as well as investments in the area.

Drawing labels, details, and other text information extracted from the CAD file:

prepared by:, project title:, station, finished grade, elevation, original ground, superelevation, sta., note: natural base on centerline, beginning of project, single barrel box culvert, scale, nts, construction joint, flow, road axis, top view, leg embankment, axis of the box culvert, j.c., profile of the terrain, length, headwall, o.c., of the box culvert, of the base plate, prolong the reinforcement, a.c., c.c., inlet of the fin, outlet of the fin, rsb c, rsb b, wall, wall, detail of the board, between the flap and the wall, rsb, j.e., upper plate not shown, the reinforcement of the, lower headwall, upper headwall, typical section of the flap, the reinforcement, of the plate is not shown, rsb e, rsb d, wing wall, dimensions, reinforcement, drawing no., approved by:, recommending approval:, box culvert, concrete pavement, submitted by:, typical road cross section

Raw text data extracted from CAD file:

PREPARED BY: PROJECT TITLE: ELEV 100 ELEV 95 ELEV 90 STATION FINISHED GRADE ELEVATION ORIGINAL GROUND ELEVATION SUPERELEVATION N 97.45 96.77 97.92 98.25 98.03 97.79 97.35 97.81 98.22 98.35 98.30 97.19 97.80 98.42 97.90 97.93 98.5 98.63 98.59 97.91 98.19 98.05 98.72 98.81 98.75 97.99 98.30 98.52 98.89 99.21 99.13 98.35 98.70 99.59 99.40 98.38 98.81 99.20 99.72 100.05 99.89 98.82 ROAD LAYOUT / STRAIGHT LINE DIAGRAM PREPARED BY: ELEV 100 ELEV 95 ELEV 90 STATION FINISHED GRADE ELEVATION ORIGINAL GROUND ELEVATION SUPERELEVATION N 99.20 99.15 100.05 99.71 99.75 98.95 99.10 99.25 99.61 99.50 99.59 99.23 99.10 99.42 99.15 98.99 99.40 99.51 99.45 99.12 99.30 99.41 99.57 99.60 99.59 99.31 99.42 99.70 99.65 99.80 99.74 99.60 99.65 99.99 99.91 99.63 99.65 99.73 101.00 100.32 100.19 99.57 ROAD LAYOUT / STRAIGHT LINE DIAGRAM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 PREPARED BY: STA. \W6.00320; STA. 0+130 \W9.94841; ELEV. 95.82M \W0.56182; AREA FILL = 11.15 SQ.M. NOTE: NATURAL BASE ON CENTERLINE N 43-22 W 211.24 N 52-13 W 202.13 ITEM 201 AGGREGATE BASE COARSE ITEM 200 SUBBASE COARSE BEGINNING OF PROJECT 46 47 6 5 1 16mm @200 6 5 2.00m 0.20 2.00m 0.20 H/4 SINGLE BARREL BOX CULVERT SCALE NTS 3 70mm ø weepholes @ 4550 150 ABOVE NORMAL WATER LEVEL\H0.65385x; 4 6 2 H/4 3 250 4 6 CONSTRUCTION JOINT 100 0.20 0.20 16mm @200 16mm @200 12mm @200 12mm @250 12mm @250 12mm @ 200 16mm @200 16mm @200 16mm @200 12mm @250 12mm @250 250 4-12mm ø \A1;t VIEW OF THE INLET/OUTLET L t H 0.20 (típ) Flow Road Axis TOP VIEW 0.20 (típ) Leg Embankment Axis of the box culvert La b _ o 45 ~ P = Variable J.C. J.C. J.C. J.C. Profile of the terrain ha (típ) Ha (tip) Length Headwall Headwall 1.50m 1.50m 75 C.C. 400 200 o.c. 12mm @ 300 (tip) of the box culvert of the base plate Prolong the reinforcement 200 400 (tip) 75 12mm @ 300 a.c. 12mm @ 0.20 1-12mm J.C. 500 50 1-12mm 50 500 J.C. 800 12mm @ 200 800 25 C.C. 25 RSB D + E RSB D + E 12mm @ 400 12mm @ 400 INLET OF THE FIN OUTLET OF THE FIN RSB C RSB B 12mm @ 250 0.50 12mm @ 300 2 # 4 a.c. 0.02 Wall wall DETAIL OF THE BOARD BETWEEN THE FLAP AND THE WALL RSB + D RSB E 12mm @ 300 J.E. 200 300 2-12mm o.c. P=Variable upper plate not shown The reinforcement of the P=Variable 200 300 2-12mm o.c. J.C. LOWER HEADWALL J.C. t t 10mm @ 300 10mm @ 300 UPPER HEADWALL TYPICAL SECTION OF THE FLAP ta 12mm @ 300 12mm @ 300 J.C. 1000 The reinforcement of the plate is not shown 70 C.C. Ha H/2 12mm @ 300 o.c. C.C. 70 RSB E RSB D ta Ha 2.50 ta Ha 12mm @ 0.25 12mm @ 0.25 0.15 La ha 1.00 2.10 WING WALL DIMENSIONS REINFORCEMENT 12mm @ 300 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % 2.5 % ELEV. 100.00M ELEV. 100.00M ELEV. 100.00M ELEV. 100.00M ELEV. 100.00M ELEV. 100.00M ELEV. 100.00M ELEV. 100.00M ELEV. 100.00M ELEV. 100.00M ELEV. 99.00M 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 ELEV. 99.00M ELEV. 99.00M ELEV. 99.00M ELEV. 99.00M ELEV. 99.00M ELEV. 99.00M ELEV. 99.00M ELEV. 99.00M ELEV. 99.00M ELEV. 99.00M ELEV. 99.00M ELEV. 99.00M ELEV. 99.00M ELEV. 98.00M ELEV. 98.00M ELEV. 98.00M ELEV. 99.00M ELEV. 99.00M ELEV. 99.00M ELEV. 99.00M ELEV. 99.00M ELEV. 100.00M ELEV. 99.00M ELEV. 98.00M ELEV. 98.00M ELEV. 98.00M ELEV. 98.00M ELEV. 98.00M ELEV. 98.00M ELEV. 98.00M ELEV. 98.00M \W6.00320; STA. 0+110 \W9.94841; ELEV. 95.97M \W1.56182; AREA FILL = 9.40 SQ.M. \W6.00320; STA. 0+090 \W9.94841; ELEV. 95.65M \W1.56182; AREA FILL = 9.40 SQ.M. \W6.00320; STA. 0+070 \W9.94841; ELEV. 95.84M \W1.56182; AREA FILL = 9.40 SQ.M. \W6.00320; STA. 0+210 \W9.94841; ELEV. 95.81M \W0.56182; AREA FILL = 11.50 SQ.M. \W6.00320; STA. 0+190 \W9.94841; ELEV. 96.45M \W0.56182; AREA FILL = 11.50 SQ.M. \W6.00320; STA. 0+170 \W9.94841; ELEV. 95.83M \W1.56182; AREA FILL = 9.75 SQ.M. \W6.00320; STA. 0+150 \W9.94841; ELEV. 96.18M \W1.56182; AREA FILL = 9.75 SQ.M. \W6.00320; STA. 0+290 \W5.47421; ELEV. 9.75M \W0.56182; AREA FILL = 10.63 SQ.M. \W6.00320; STA. 0+270 \W9.94841; ELEV. 96.78M \W0.56182; AREA FILL = 11.50 SQ.M. \W6.00320; STA. 0+250 \W9.94841; ELEV. 95.35M \W0.56182; AREA FILL = 10.63 SQ.M. \W6.00320; STA. 0+230 \W9.94841; ELEV. 97.05M \W0.56182; AREA FILL = 11.50 SQ.M. \W6.00320; STA. 0+370 \W9.94841; ELEV. 97.12M \W1.56182; AREA FILL = 9.58 SQ.M. \W6.00320; STA. 0+350 \W9.94841; ELEV. 97.37M \W0.56182; AREA FILL = 10.10 SQ.M. \W6.00320; STA. 0+330 \W9.94841; ELEV. 96.88M \W0.56182; AREA FILL = 10.10 SQ.M. \W6.00320; STA. 0+310 \W9.94841; ELEV. 96.87M \W1.56182; AREA FILL = 8.88 SQ.M. \W6.00320; STA. 0+390 \W9.94841; ELEV. 97.75M \W3.06182; AREA FILL = 15 SQ.M. \W6.00320; STA. 0+410 \W9.94841; ELEV. 99.83M \W1.56182; AREA FILL = 9.75 SQ.M. \W6.00320; STA. 0+430 \W9.94841; ELEV. 99.73M \W0.56182; AREA FILL = 9.936 SQ.M. \W6.00320; STA. 0+450 \W9.94841; ELEV. 97.33M \W1.56182; AREA FILL = 9.75 SQ.M. \W6.00320; STA. 0+530 \W9.94841; ELEV. 97.28M \W1.56182; AREA FILL = 9.92 SQ.M. \W6.00320; STA. 0+510 \W9.94841; ELEV. 97.49M \W1.56182; AREA FILL = 9.93 SQ.M. \W6.00320; STA. 0+490 \W9.94841; ELEV. 97.24M \W1.56182; AREA FILL = 9.93 SQ.M. \W6.00320; STA. 0+470 \W9.94841; ELEV. 97.71M \W1.56182; AREA FILL = 9.93 SQ.M. \W6.00320; STA. 0+610 \W9.94841; ELEV. 97.61M \W1.56182; AREA FILL = 9.95 SQ.M. \W6.00320; STA. 0+590 \W9.94841; ELEV. 97.22M \W1.56182; AREA FILL = 9.93 SQ.M. \W6.00320; STA. 0+570 \W9.94841; ELEV. 96.85M \W1.56182; AREA FILL = 9.93 SQ.M. \W6.00320; STA. 0+550 \W9.94841; ELEV. 97.35M \W1.56182; AREA FILL = 9.93 SQ.M. \W6.00320; STA. 0+690 \W9.94841; ELEV. 99.07M \W1.56182; AREA FILL = 9.75 SQ.M. \W6.00320; STA. 0+670 \W9.94841; ELEV. 99.05M \W0.56182; AREA FILL = 10.10 SQ.M. \W6.00320; STA. 0+650 \W9.94841; ELEV. 97.42M \W0.56182; AREA FILL = 10.60 SQ.M. \W6.00320; STA. 0+630 \W9.94841; ELEV. 96.05M \W0.56182; AREA FILL = 10.10 SQ.M. \W6.00320; STA. 0+770 \W9.94841; ELEV. 99.49M \W1.56182; AREA FILL = 9.75 SQ.M. \W6.00320; STA. 0+750 \W9.94841; ELEV. 99.74M \W1.56182; AREA FILL = 9.75 SQ.M. \W6.00320; STA. 0+730 \W9.94841; ELEV. 99.74M \W0.56182; AREA FILL = 10.45 SQ.M. \W6.00320; STA. 0+710 \W9.94841; ELEV. 99.61M \W0.56182; AREA FILL = 10.28 SQ.M. \W6.00320; STA. 0+850 \W9.94841; ELEV. 99.82M \W1.56182; AREA FILL = 9.75 SQ.M. \W6.00320; STA. 0+830 \W9.94841; ELEV. 99.78M \W1.56182; AREA FILL = 9.75 SQ.M. \W6.00320; STA. 0+810 \W9.94841; ELEV. 96.85M \W1.56182; AREA FILL = 9.75 SQ.M. \W6.00320; STA. 0+790 \W9.94841; ELEV. 99.79M \W1.56182; AREA FILL = 9.23 SQ.M. \W6.00320; STA. 0+870 \W9.94841; ELEV. 99.99M \W1.56182; AREA FILL = 9.75 SQ.M. \W6.00320; STA. 0+890 \W9.94841; ELEV. 99.98M \W1.56182; AREA FILL = 9.75 SQ.M. \W6.00320; STA. 0+910 \W8.94841; ELEV. 100.61M \W1.56182; AREA FILL = 8.88 SQ.M. \W6.00320; STA. 0+930 \W8.94841; ELEV. 100.79M \W1.56182; AREA FILL = 8.88 SQ.M. N 43-22 W 211.24 N 43-22 W 211.24 ITEM 104 EMBANKMENT \A1;0.80m \A1;0.10 m \A1;0.10 m STATION 0+363.37 DRAWING NO. 4A \W0.86019; PROPOSED CONSTRUCTION OF 0.880KM \W0.86019; MARALAG TO LIBERTAD FMR APPROVED BY: J.E. J.E. \W8.62629; REPUBLIC OF THE PHILIPPINES \W9.55241; DEPARTMENT OF AGRARIAN REFORM \W6.45361; SECOND AGRARIAN REFORM COMMUNITIES PROJECT (ARCP2) \W9.72535; \W4.56443; OFFICE OF THE MUNICIPAL PLANNING AND DEV’T COORDINATOR \W9.05831; MUNICIPALITY OF DUMINGAG \W9.72535; \W9.14734; IN COORDINATION WITH \W9.72535; \W7.77384; OFFICE OF THE MUNICIPAL MAYOR \W9.05831; MUNICIPALITY OF DUMINGAG \W8.89175; \W7.42354; PLANS FOR THE PROPOSED CONSTRUCTION \W8.66495; OF 0.880KM MARALAG TO LIBERTAD FMR \W7.24800; TABLE OF CONTENTS \W8.24742; TITLE SHEET NO. TITLE PAGE 1 INDEX OF SHEETS 2 LOCATION MAP 3 GENERAL NOTES AND SYMBOLS AND NOTATIONS 4 BOX CULVERT DETAIL 5 SUMMARY OF QUANTITIES 6 GENERAL LAYOUT PLAN FMR 1 & 2 7 FMR 1 – PLAN AND PROFILES 8A, 8B FMR 2 – ROAD SECTIONS 9A,9B,9C,9D PROJECT TITLE: DRAWING NO. 2 \W0.86019; PROPOSED CONSTRUCTION OF 0.880KM \W0.86019; MARALAG TO LIBERTAD FMR APPROVED BY: RECOMMENDING APPROVAL: PROJECT TITLE: DRAWING NO. 3 \W0.86019; PROPOSED CONSTRUCTION OF 0.880KM \W0.86019; MARALAG TO LIBERTAD FMR APPROVED BY: RECOMMENDING APPROVAL: PROJECT TITLE: DRAWING NO. 5D \W0.86019; PROPOSED CONSTRUCTION OF 0.880KM \W0.86019; MARALAG TO LIBERTAD FMR APPROVED BY: RECOMMENDING APPROVAL: PROJECT TITLE: DRAWING NO. 5C \W0.86019; PROPOSED CONSTRUCTION OF 0.880KM \W0.86019; MARALAG TO LIBERTAD FMR APPROVED BY: RECOMMENDING APPROVAL: PROJECT TITLE: DRAWING NO. 4B \W0.86019; PROPOSED CONSTRUCTION OF 0.880KM \W0.86019; MARALAG TO LIBERTAD FMR APPROVED BY: RECOMMENDING APPROVAL: PROJECT TITLE: DRAWING NO. 5A \W0.86019; PROPOSED CONSTRUCTION OF 0.880KM \W0.86019; MARALAG TO LIBERTAD FMR APPROVED BY: RECOMMENDING APPROVAL: PROJECT TITLE: DRAWING NO. 5B \W0.86019; PROPOSED CONSTRUCTION OF 0.880KM \W0.86019; MARALAG TO LIBERTAD FMR APPROVED BY: RECOMMENDING APPROVAL: PROJECT TITLE: DRAWING NO. 1 \W0.86019; PROPOSED CONSTRUCTION OF 0.880KM \W0.86019; MARALAG TO LIBERTAD FMR APPROVED BY: RECOMMENDING APPROVAL: SHEET TITLE: \W9.83616; BOX CULVERT DETAIL SHEET TITLE: \W4.05634; FMR PROFILE/STRAIGHT LINE DIAGRAM SHEET TITLE: \W5.74320; FMR PROFILE/STRAIGHT LINE DIGRAM SHEET TITLE: \W9.95279; ROAD WAY SECTIONS SHEET TITLE: \W9.95279; ROAD WAY SECTIONS SHEET TITLE: \W9.95279; ROAD WAY SECTIONS SHEET TITLE: \W9.95279; ROAD WAY SECTIONS SHEET TITLE: \W9.69791; TITLE PAGE \W0.99168; NACIANCENO M. PACALIOGA, JR. \W9.72558; MUNICIPAL MAYOR \A1;0.80m \A1;0.10 m \A1;0.10 m ITEM 104 EMBANKMENT BOX CULVERT ITEM 201 AGGREGATE BASE COARSE ITEM 200 SUBBASE COARSE CONCRETE PAVEMENT END OF PROJECT STA 0+930 PREPARED BY: \W1.59508; NACIANCENO M. PACALIOGA JR. \W9.77727; MUNICIPAL MAYOR \W6.53798; ENGR. REY ADEL PEME D. CORPUZ \W7.16462; PROJECT ENGINEER (MADEZA CONSTRUCTION) CONCRETE PAVEMENT \A1;0.35% \A1;0.28% \A1;2X2 BOX CULVERT \A1;0.50% \W6.95332; JULIET P. AGUSTIN \W8.16370; MPDC \W8.31672; JOHN VELASCO \W8.14565; MARO \W7.35251; ENGR. EDGARDO D. EGOS \W8.79259; MUNICIPAL ENGINEER SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY: PREPARED BY: \W1.59508; NACIANCENO M. PACALIOGA JR. \W9.77727; MUNICIPAL MAYOR \W6.53798; ENGR. REY ADEL PEME D. CORPUZ \W7.16462; PROJECT ENGINEER (MADEZA CONSTRUCTION) \W6.95332; JULIET P. AGUSTIN \W8.16370; MPDC \W8.31672; JOHN VELASCO \W8.14565; MARO \W7.35251; ENGR. EDGARDO D. EGOS \W8.79259; MUNICIPAL ENGINEER SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY: PREPARED BY: \W1.59508; NACIANCENO M. PACALIOGA JR. \W9.77727; MUNICIPAL MAYOR \W6.53798; ENGR. REY ADEL PEME D. CORPUZ \W7.16462; PROJECT ENGINEER (MADEZA CONSTRUCTION) \W6.95332; JULIET P. AGUSTIN \W8.16370; MPDC \W8.31672; JOHN VELASCO \W8.14565; MARO \W7.35251; ENGR. EDGARDO D. EGOS \W8.79259; MUNICIPAL ENGINEER SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY: PREPARED BY: \W1.59508; NACIANCENO M. PACALIOGA JR. \W9.77727; MUNICIPAL MAYOR \W6.53798; ENGR. REY ADEL PEME D. CORPUZ \W7.16462; PROJECT ENGINEER (MADEZA CONSTRUCTION) \W6.95332; JULIET P. AGUSTIN \W8.16370; MPDC \W8.31672; JOHN VELASCO \W8.14565; MARO \W7.35251; ENGR. EDGARDO D. EGOS \W8.79259; MUNICIPAL ENGINEER SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY: PREPARED BY: \W1.59508; NACIANCENO M. PACALIOGA JR. \W9.77727; MUNICIPAL MAYOR \W6.53798; ENGR. REY ADEL PEME D. CORPUZ \W7.16462; PROJECT ENGINEER (MADEZA CONSTRUCTION) \W6.95332; JULIET P. AGUSTIN \W8.16370; MPDC \W8.31672; JOHN VELASCO \W8.14565; MARO \W7.35251; ENGR. EDGARDO D. EGOS \W8.79259; MUNICIPAL ENGINEER SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY: PREPARED BY: \W1.59508; NACIANCENO M. PACALIOGA JR. \W9.77727; MUNICIPAL MAYOR \W6.53798; ENGR. REY ADEL PEME D. CORPUZ \W7.16462; PROJECT ENGINEER (MADEZA CONSTRUCTION) \W6.95332; JULIET P. AGUSTIN \W8.16370; MPDC \W8.31672; JOHN VELASCO \W8.14565; MARO \W7.35251; ENGR. EDGARDO D. EGOS \W8.79259; MUNICIPAL ENGINEER SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY: PREPARED BY: \W1.59508; NACIANCENO M. PACALIOGA JR. \W9.77727; MUNICIPAL MAYOR \W6.53798; ENGR. REY ADEL PEME D. CORPUZ \W7.16462; PROJECT ENGINEER (MADEZA CONSTRUCTION) \W6.95332; JULIET P. AGUSTIN \W8.16370; MPDC \W8.31672; JOHN VELASCO \W8.14565; MARO \W7.35251; ENGR. EDGARDO D. EGOS \W8.79259; MUNICIPAL ENGINEER SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY: PREPARED BY: \W1.59508; NACIANCENO M. PACALIOGA JR. \W9.77727; MUNICIPAL MAYOR \W6.53798; ENGR. REY ADEL PEME D. CORPUZ \W7.16462; PROJECT ENGINEER (MADEZA CONSTRUCTION) \W6.95332; JULIET P. AGUSTIN \W8.16370; MPDC \W8.31672; JOHN VELASCO \W8.14565; MARO \W7.35251; ENGR. EDGARDO D. EGOS \W8.79259; MUNICIPAL ENGINEER SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY: PREPARED BY: \W1.59508; NACIANCENO M. PACALIOGA JR. \W9.77727; MUNICIPAL MAYOR \W6.53798; ENGR. REY ADEL PEME D. CORPUZ \W7.16462; PROJECT ENGINEER (MADEZA CONSTRUCTION) \W6.95332; JULIET P. AGUSTIN \W8.16370; MPDC \W8.31672; JOHN VELASCO \W8.14565; MARO \W7.35251; ENGR. EDGARDO D. EGOS \W8.79259; MUNICIPAL ENGINEER SUBMITTED BY: RECOMMENDING APPROVAL: SHEET TITLE: \W7.80358; INDEX OF SHEETS NOTE: NATURAL BASE ON CENTERLINE 2.5 % 2.5 % 1:1 1:1 ELEV. 98.00M \W6.00320; STA. 0+000 \W9.94841; ELEV. 95.84M \W1.56182; AREA FILL = 9.40 SQ.M. TYPICAL ROAD CROSS SECTION \A1;3.00M \A1;3.00M \A1;CENTERLINE 2.5 % 2.5 % 1:1 1:1 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 99.70 100.15 100.35 100.50 100.41 99.90 99.93 100.10 100.62 100.85 100.70 100.00 0+400 0+900 2.5 % 2.5 % 1:1 1:1 ELEV. 98.00M \W6.00320; STA. 0+010 \W9.94841; ELEV. 95.72M \W0.56182; AREA FILL = 10.63 SQ.M. 2.5 % 2.5 % 1:1 1:1 ELEV. 98.00M \W6.00320; STA. 0+030 \W9.94841; ELEV. 95.92M \W1.56182; AREA FILL = 9.23 SQ.M. 2.5 % 2.5 % 1:1 1:1 ELEV. 98.00M \W6.00320; STA. 0+050 \W9.94841; ELEV. 95.63M \W1.56182; AREA FILL = 9.23 SQ.M.