JOINT PUBLIC NOTICE RECONSTRUCT AND REALIGN ARKANSAS ROAD (LA 616) IN OUACHITA PARISH

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1 JOINT UBLIC NOTICE United States Army State of Louisiana Corps of Engineers Department of Environmental Quality New Orleans District ATTN: Water Quality Certifications Regulatory Branch ost Office Box 4313 ost Office Box Baton Rouge, Louisiana New Orleans, Louisiana (504) roject Manager roject Manager Elizabeth Johnson Stephen feffer (225) / fax: (225) ermit Application Number WQC Application Number MVN MS WQC Interested parties are hereby notified that a permit application has been received by the New Orleans District of the U.S. Army Corps of Engineers pursuant to: [ ] Section 10 of the Rivers and Harbors Act of March 3, 1899 (30 Stat. 1151; 33 USC 403); and/or [X] Section 404 of the Clean Water Act (86 Stat. 816; 33 USC 1344). Application has also been made to the Louisiana Department of Environmental Quality for a Water Quality Certification (WQC) in accordance with statutory authority contained in LRS30:2047 A(3), and provisions of Section 401 of the Clean Water Act (.L.95-17). RECONSTRUCT AND REALIGN ARKANSAS (LA 616) IN OUACHITA ARISH NAME OF ALICANT: Louisiana Department of Transportation and Development,.O. Box 94245, Baton Rouge, Louisiana ATION OF WORK: The project site is located in Sections 19, 20, 21, 26 & 60 Township 18 North, Range 03 East near Latitude , Longitude approximately 3 miles northwest of Monroe in Ouachita arish, Louisiana, as shown on the attached drawings. CHARACTER OF WORK: The proposed project includes the reconstruction and realignment of Arkansas Road (LA 616) with an increase from two lanes to a five lane asphaltic roadway. An existing timber bridge structure located along the project route will be replaced with concrete reinforced box culverts. Approximately 1.5 acres of jurisdictional wetlands and 0.4 acre of jurisdictional other waters of the U.S. will be affected by this project. The applicant s mitigation plan proposes to purchase compensatory mitigation credits from an appropriate mitigation bank. The comment period for the Department of the Army ermit and the Louisiana Department of Environmental Quality WQC will close 20 days from the date of this joint public notice. Written comments, including suggestions for modifications or objections to the proposed work, stating reasons thereof, are being solicited from anyone having interest in this permit and/or this WQC request and must be mailed so as to be received before or by the last day of the comment period. Letters concerning the Corps of Engineers permit application must reference the applicant's name and the ermit Application Number, and be mailed to the Corps of Engineers at the address above, ATTENTION: REGULATORY BRANCH. Similar letters concerning the Water Quality Certification must reference the applicant's name and the WQC Application number and be mailed to the Louisiana Department of Environmental Quality at the address above.

2 -2- The application for this proposed project is on file with the Louisiana Department of Environmental Quality and may be examined during weekdays between 8:00 a.m. and 4:30 p.m. Copies may be obtained upon payment of costs of reproduction. Corps of Engineers ermit Criteria The decision whether to issue a permit will be based on an evaluation of the probable impacts, including cumulative impacts of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered including the cumulative effects thereof; among those are conservation, economics, aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife values, flood hazards, floodplain values, land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership and, in general, the needs and welfare of the people. The U.S. Army Corps of Engineers is soliciting comments from the public, federal, state, and local agencies and officials, Indian Tribes, and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the U.S. Army Corps of Engineers to determine whether to make, modify, condition, or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental olicy Act. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. The New Orleans District is unaware of properties listed on the National Register of Historic laces near the proposed work. The possibility exists that the proposed work may damage or destroy presently unknown archeological, scientific, prehistorical, historical sites, or data. Issuance of this public notice solicits input from the State Archeologist and State Historic reservation Officer regarding potential impacts to cultural resources. Our initial finding is that the proposed work is Not Likely to Adversely Affect any species listed as endangered by the U.S. Departments of Interior or Commerce, nor affect any habitat designated as critical to the survival and recovery of any endangered species. This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the Magnuson-Stevens Fishery Conservation and Management Act. The applicant's proposal would result in the destruction or alteration of 0.0 acre of EFH utilized by various life stages of red drum and penaeid shrimp. Our initial determination is that the proposed action would not have a substantial adverse impact on EFH or federally managed fisheries in the Gulf of Mexico. Our final determination relative to project impacts and the need for mitigation measures is subject to review by and coordination with the National Marine Fisheries Service. If the proposed work involves deposits of dredged or fill material into navigable waters, the evaluation of the probable impacts will include the application of guidelines established by the Administrator of the Environmental rotection Agency. Also, a certification that the proposed activity will not violate applicable water quality standards will be required from the Department of Environmental Quality before a permit is issued.

3 -3- Any person may request, in writing, within the comment period specified in this notice, that a public hearing be held to consider this application. Requests for public hearings shall state, with particularity, the reasons for holding a public hearing. You are requested to communicate the information contained in this notice to any other parties whom you deem likely to have interest in the matter. Enclosure Martin S. Mayer Chief, Regulatory Branch

4 CM-49 C-01 DW-01 DW-03 EC-01 FN-01 FN-02 HS-03 MB-01 ED-01 M-01 M-02 M-05 M-06 M-08 R-CB-11 RM-01 SAM-1 W-01 CROSS S RECOMMENDED AROVED M.S.L. 1" = VERT. - 1" = 4 ROFILE HOR. - 1" = 20 LAN - SCALES: LEVEL BOOKS : TRANSIT BOOKS : , BEARINGS ARE : TRUE MAGNETIC VAR : DATUM USED : BEG. F.A (507) BEG. S.. STA ,500 3,000 4,500 REVISION OR CHANGE ORDER DESCRITION SECIFICATIONS, SHALL GOVERN ON THIS ROJECT. BRIDGES, AS AMENDED THE ROJECT STANDARD SECIFICATIONS FOR S AND THE 2006 EDITION OF THE LOUISIANA DOTD NOTE: 1,500 SCALE: 1 INCH = 1,500 FEET LAYOUT MA LA 616 OUACHITA ARISH ARKANSAS (CALDWELL -LA 143) ROJECT FEDERAL AID ROJECT 3704(507) S.. DESCRITION EQUATIONS TOTAL MILES F M RO A D AROVED GROSS LAFOURCHE L AQ UE MI NE S ST. BERNARD S AN LE OR BRIDGE ROJECT 1 OF , , MILES LENGTH WAY FEET OUACHITA MILES DOTD CHIEF ENGINEER LENGTH ARISH FEET O TERREBONNE ST. TAMMANY CHARLES ST. ST. JOHN JAMES ST. WASHINGTON LAZEN & ASSOCIATES, INC. FEET EXCETION 17, FEET LENGTH MARY MARTIN ST. IBERVILLEASCENSION ST. E X IC IBERIA MARTIN ST. ST. HELENA VICINITY MA O VERMILION ACADIA EAST EAST BATON WEST ROUGE LIVINGSTON BATON ROUGE COUEE M IS S IS S I I FELICIANA LANS REARED AND RECOMMENDED FOR AROVAL ED TOTAL LENGTH OF WAY TOTAL LENGTH OF BRIDGES TO U L F DAVIS ST. LANDRY WEST FELICIANA OINTE NOTE: A EXCETION WAS AROVED MR. WILLIAM TEMLE,.E., DOTD CHIEF ENGINEER, ON MAY 13, 2009, TO ALLOW USE OF A FIVE-LANE TYICAL WITH A 16 -WIDE TWO WAY LEFT TURN LANE. G CAMERON CALCASIEU MADISON EAST CARROLL FRANKLIN TENSAS RICHLAND AVOYELLES LASALLE CALDWELL EVANGELINE RAIDES GRANT JEFFERSON VERNON WI NN MOREHOUSE OUACHITA UNION JACKSON LINCOLN ALLEN BIENVILLE CLAIBORNE A R K A N S A S LENGTH OF ROJECT ALGEBRAIC SUM OF ALL FEET W EBSTER BEAUREGARD SABINE DESOTO CADDO END F.A (507) END S.. STA C.S. LOG MILE 0.00 STATION TO STATION LANS OF ROOSED HIGHWAY DEARTMENT OF TRANSORTATION AND DEVELOMENT BOSSIER CA WE RR ST OL L CO NC OR DI A OF LOUISIANA 14:09 TITLE SHEET WITH INTEGRAL CONCRETE CURB. ORTLAND CEMENT/ ASHALT CONCRETE AVEMENT GRADING, BASE COURSE, DRAINAGE STRUCTURES, SCHEDULE OF REVISIONS REVISION TYE OF CONSTRUCTION: = 8.7% T = 45 M..H. SEED = 10.8% WAY CLASS = UA-2 = 55.0% K 2030 A.D.T. = 17,300 (2030) D 2010 A.D.T. = 12,225 (2010) TRAFFIC DATA TOTAL SHEETS WITH CROSS S = 463 TOTAL SHEETS WITHOUT CROSS S = CC.S.M.7-10.S.75.1 TRAFFIC DETAIL SHEETS (TC-00 (A), TC-00(B), TC-00(C), TC-00(D), TC-01, TC-02, TC-03, TC-04, TC-05, TC-06, TC-07 & TC-18) SUGGESTED SEQUENCE OF CONSTRUCTION EROSION LAN SHEETS CB-08 RETAINING WALL DETAILS SUGGESTED AVEMENT STRIING LAYOUT SUGGESTED JOINT LAYOUTS & GRAHICAL GRADES CB-07 GEOMETRIC DETAILS CB-06 LAYOUT SHEET w/ REFERENCES & BENCH MARKS CB-02 SUMMARY OF DRAINAGE STRUCTURES DRAINAGE MA EXISTING DRAINAGE MA MISC. DRAINAGE DETAILS SIDE DRAINAGE LAN-ROFILE SHEETS DRAINAGE LAN-ROFILE SHEETS CB-01 DIVERSION LAN-ROFILE SHEETS BM-01 SIDE LAN-ROFILE SHEETS LAN-ROFILE SHEETS SUMMARY SHEETS (NOT INCLUDED) 3- REV. TYICAL S AND DETAILS 2-2o STANDARD LAN TITLE SHEET AND LAYOUT MA 1 C.S. LOG MILE 3.41 DESCRITION NATCHI TOCHES 12/12/2013 AHOA TANGI INDEX TO SHEETS SHEET A S E X T CA TA HO UL A LA FA Y ET TE R VE RI ON ASSUMTI D RE JEFFERSON R:\Gang031\rojects\Arkansas Road ermit Fred Borne\ermit Title Sheet.dgn SHEET 1

5 2 REQ D R/W REQ D R/W ROJ. & ADOT. \ LA STA BEGIN S.. NO WETLANDS OR OTHER WATERS OF 23 HARTFORD L. \ LEGEND EXISTING TO BE REMOVED - LIMITS OF CONSTRUCTION BEGIN TRANSITION TO 5-LANE WAY ED ARISH ROJECT SHEET R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 1.dgn 12/12/ :10 SITE LAN REVISION OR CHANGE ORDER DESCRITION OUACHITA CALDW ELL RD. \

6 OF 23 REQ. CONST. SERV. W ALLACE DEAN RD. \ ROJ. & ADOT. LA BEGIN NEW 5-LANE WAY WITH CONCRETE CURB AND SUBSURFACE DRAINAGE REMOVING OF SURFACING ED ARISH ROJECT SHEET TASHA RD. \ REQ. CONST. SERV. R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 2.dgn 12/12/ :10 SITE LAN REVISION OR CHANGE ORDER DESCRITION NO WETLANDS OR OTHER WATERS OUACHITA

7 W ELDW OOD CR. \ 4 ROJ. & ADOT. \ LA OF 23 W ALLACE DEAN RD \ NO WETLANDS OR OTHER WATERS NEW 5-LANE WAY ED ARISH ROJECT SHEET R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 3.dgn 12/12/ :10 SITE LAN REVISION OR CHANGE ORDER DESCRITION REQ. CONST. SERV. OUACHITA

8 FORTY OAKS FARM RD. \ R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 4.dgn NO WETLANDS OR OTHER WATERS REQ. CONST. SERV. 5 OF 23 SHERW OOD DR. \ ROJ. & ADOT. \ LA 616 MULTI-LANE ROUNDABOUT ED SITE LAN REVISION OR CHANGE ORDER DESCRITION 5 REQ. DRAIN. SERV REQ. CONST. SERV ARISH ROJECT /12/ :10 OUACHITA SHEET

9 NO WETLANDS OR OTHER WATERS ROJ. & ADO. \ LA OF W ESTFIELDS CR. \ LAKE DR. (EAST) \ LAKE DR. (W EST) \ R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 5.dgn SITE LAN REVISION OR CHANGE ORDER DESCRITION ED ARISH ROJECT 6 W ALLACE RD. \ /12/ :10 OUACHITA SHEET

10 7 NO WETLANDS OR OTHER WATERS ED 7 OF 23 ARISH ROJECT SHEET ROJ. & ADOT. \ LA R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 6.dgn 12/12/ :10 SITE LAN REVISION OR CHANGE ORDER DESCRITION OUACHITA

11 SHEET LAKE VILLAGE DR. \ R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 7.dgn REQ. CONST. SERV. SITE LAN NO WETLANDS OR OTHER WATERS REVISION OR CHANGE ORDER DESCRITION ROJ. & ADOT. \ LA ED.C T REQ. CONST. SERV OF 23 STEELECHASE CR. \ 12/12/2013 ARISH OUACHITA ROJECT 8 14:10

12 SHEET REQ. DRAIN SERV. YESTER OAKS DR. \ REQ. CONST. SERV. MIZELL LN. \ R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 8.dgn SITE LAN ROJ. & ADOT. \ LA /12/2013 NO WETLANDS OR OTHER WATERS ED ARISH OUACHITA REVISION OR CHANGE ORDER DESCRITION 9 OF 23 ROJECT DEAN CHAEL RD. \ :10

13 SHEET R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 8a.dgn NO WETLANDS OR OTHER WATERS SITE LAN REVISION OR CHANGE ORDER DESCRITION ROJ. & ADOT. \ LA REQ. DRAIN. SERVITUDE /12/ :10 ED ARISH OUACHITA ROJECT OF

14 SHEET R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 9.dgn SITE LAN REQ. DRAIN. SERVITUDE ROJ. & ADOT. \ LA NO WETLANDS OR OTHER WATERS REVISION OR CHANGE ORDER DESCRITION /12/ ED ARISH OUACHITA 11 OF 23 ROJECT REQ D CONST. SERV :10

15 SHEET R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 10.dgn SITE LAN REQ. CONST. SERV. ROJ. & ADOT. \ LA NO WETLANDS OR OTHER WATERS REVISION OR CHANGE ORDER DESCRITION /12/ :10 ED ARISH OUACHITA ROJECT 12 REQ. DRAIN. SERVITUDE REQ. DRAIN. SERVITUDE OF

16 SHEET R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 11.dgn ED SITE LAN REVISION OR CHANGE ORDER DESCRITION REQ. CONST. SERVITUDE REQ. CONST. SERVITUDE REQ. DRAIN. SERVITUDE NO WETLANDS OR OTHER WATERS OF 23 ROJ. & ADOT. \ LA MULTI-LANE ROUNDABOUT GOOD HOE RD. \ ARISH ROJECT W EST HIGHLAND AVE. \ 12/12/ :10 OUACHITA

17 REQ. CONST. SERV. WETLANDS (0.23 TOTAL ACRES, 0.03 ACRES ERMANENTLY IMACTED) NO OTHER WATERS OF THE U.S. ROJ. & ADOT. \ LA 616 LEGEND OF 23 ED ARISH ROJECT SHEET Scale : 1" = R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 12.dgn 12/12/ :10 SITE LAN REVISION OR CHANGE ORDER DESCRITION OUACHITA

18 ROJ. & ADOT. \ LA 616 LEGEND WETLANDS (1.24 TOTAL ACRES, 0.96 ACRES ERMANENTLY IMACTED) OTHER WATERS OF THE U.S. (0.24 TOTAL ACRES, 0.18 ACRES ERMANENTLY IMACTED) CHANNEL REATION SITE LAN REVISION OR CHANGE ORDER DESCRITION SOUTH TUAW EK BAYOU EXISTING TIMBER BRIDGE TO BE REMOVED RELACED WITH 4-7 X7 RCB CULVERTS HICKS ST. \ OF 23 REQ. CONST. SERV. 12/12/2013 ED ARISH OUACHITA ROJECT SHEET 15 R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 13.dgn 14:10

19 SHEET 16 NO WETLANDS OR OTHER WATERS ROJ. & ADOT. \ LA REQ. CONST. SERVITUDE MULTI-LANE ROUNDABOUT REVISION OR CHANGE ORDER DESCRITION KIROLI RD. \ R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 14.dgn SITE LAN OF 23 NEAL AVE. \ /12/2013 ED ARISH OUACHITA ROJECT W ARREN DR. \ 14:11

20 Scale : 1" = REQ. CONST. SERVITUDE ROJ. & ADOT. \ LA 616 REQ. CONST. SERVITUDE LEGEND NO WETLANDS OTHER WATERS OF THE U.S. (0.10 TOTAL ACRES, 0.09 ACRES ERMANENTLY IMACTED) ED 17 OF 23 ARISH ROJECT SHEET R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 15.dgn 12/12/ :11 SITE LAN REVISION OR CHANGE ORDER DESCRITION OUACHITA

21 18 OF NO WETLANDS OR OTHER WATERS ED ARISH ROJECT SHEET ROJ. & ADOT. \ LA R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 16.dgn 12/12/ :11 SITE LAN REVISION OR CHANGE ORDER DESCRITION OUACHITA

22 SHEET 19 NO WETLANDS OR OTHER WATERS JERSEY ST. \ R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 17.dgn SITE LAN REVISION OR CHANGE ORDER DESCRITION N. 12TH ST. \ OF REQ. CONST. SERV. 12/12/2013 ED ARISH OUACHITA ROJECT N. 11TH ST. (SOUTH) \ N. 11TH ST. (NORTH) \ 14:11

23 SHEET 20 N. 11TH ST. (SOUTH) \ ROJ. & ADOT. \ LA 616 NO WETLANDS OR OTHER WATERS N. 11TH ST. (NORTH) \ R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 18.dgn SITE LAN 12/12/ ED ARISH OUACHITA 20 OF 23 ROJECT N. 10TH ST. (SOUTH) REVISION OR CHANGE ORDER DESCRITION N. 9TH ST. \ N. 10TH ST. (NORTH) \ :11

24 SHEET 21 ROJ. & ADOT. \ LA 616 NO WETLANDS OR OTHER WATERS ED REVISION OR CHANGE ORDER DESCRITION N. 8TH ST. (SOUTH) \ N. 7TH ST. (LA 143) \ N. 8TH ST. (NORTH) \ R:\Gang031\rojects\Arkansas Road ermit Fred Borne\Sheet 19.dgn SITE LAN 12/12/2013 STA END S.. END 5-LANE WAY - TIE TO EXISTING ARISH OUACHITA 21 OF 23 ROJECT :11 150

25 2.5% 2.5% LA 616 HORIZONTAL LINE THROUGH GRADE SHOWN ON ROFILE 1 HALF IN CUT STA TO STA STA TO STA STA TO STA STA TO STA STA TO STA STA TO STA STA TO STA NOTE: A EXCETION WAS AROVED MR. WILLIAM TEMLE,.E., DOTD CHIEF ENGINEER, ON MAY 13, 2009, TO ALLOW USE OF A FIVE-LANE TYICAL WITH A 16 -WIDE TWO WAY LEFT TURN LANE. TRANSITION LENGTH 80% (TY.) 4 E D 1 C B A VALUES OF A THRU E 20% (TY.) ARE THOSE SHOWN IN TABLE SHOWN FOR RIGHT CURVATURE. (N.T.S.) DIRECTION OF SLOES ARE INDICATED IN TABLE BELOW. STA TO STA SUERELEVATION DETAILS (IN FEET) WITH REFERENCE TO THE HORIZONTAL LINE THROUGH GRADE SHOWN ON ROFILE NORMAL CROWN TO TANGENT CROWN.C. OR.T. TANGENT CROWN TO FULL SUERELEVATION A B C E D HORIZONTAL LINE THROUGH GRADE SHOWN ON ROFILE RIGHT CURVATURE LEFT CURVATURE RADIUS OF CURVE R A B C D E TRANSITION LENGTH R A B C D E TRANSITION LENGTH DETAIL OF SUERELEVATION GREATER THAN N.C N.C N.T.S % % ATION OF TANGENT CROWN IN RELATION TO.C. OR.T. VARIES WITH TRANSITION LENGTH NOTES: 1. NEGATIVE RATE DENOTES DOWN FROM LEFT TO RIGHT. 2. N.C. DENOTES NORMAL CROWN ( 2.5%) 3. SEE LAN/ROFILE SHEETS FOR FULL LIMITS OF SUERELEVATION. 4. VALUES FOR "A" AND "E" ARE SHOWN BASED ON A IN CUT. FOR A IN FILL, SUBTRACT 0.04 FROM VALUE SHOWN IN TABLE. SUERELEVATION TO BE ATTAINED ROTATING THE OUTSIDE LANES ABOUT THE ROFILE GRADE LINE (C) UNTIL THE WAY CROSS SLOE EQUALS 2.5% (TANGENT CROWN). IF ADDITIONAL SUERELEVATION IS REQUIRED, THE ENTIRE WAY WILL THEN ROTATE ABOUT THIS OINT (C) UNTIL A MAXIMUM CROSS SLOE OF "R" IS OBTAINED. (SEE TABLE) A 60 VERTICAL CURVE IS REQUIRED AT ANGULAR BREAKS IN ROFILE OF EDGE OF TRAVEL LANES. R R REQ D R/W % VARIES VARIES LIMITS OF SEEDING & FERTILIZER LA GRADE SHOWN 1 ON ROFILE LA E B C D 2.0% 2.5% 2.0% 2.0% 2.0% 6 6 VARIES VARIES LIMITS OF SEEDING & FERTILIZER 4 1 TYICAL GRADING 1.75 (CONCRETE - ALTERNATE A1) ALIES STA TO STA HALF IN FILL - TO BE CONSTRUCTED FREE OF OBSTRUCTIONS (N.T.S.) LEGEND ƒ " ORTLAND CEMENT CONCRETE AVEMENT 9" CLASS II BASE COURSE 4" MOUNTABLE INTEGRAL CONCRETE CURB 4 AVEMENT STRIING & REFLECTORIZED MARKERS 5 6 AVEMENT STRIING EMBANKMENT 7 12" SUBGRADE LAYER (TREATED) HORIZONTAL LINE THROUGH GRADE SHOWN ON ROFILE TYICAL FINISHED (CONCRETE - ALTERNATE A1) ALIES STA TO STA LINE SHOWN ON GRADING SECTI0N 8 ERFORATED IE UNDERDRAIN (TO BE TIED INTO SUBSURFACE DRAINAGE SYSTEM) ƒ THE OTIONS FOR CLASS II BASE COURSE ARE: 3" CLASS II BASE COURSE (STONE OR RECYCLED CC) 6" CLASS II BASE COURSE (SOIL CEMENT) OR STA TO STA (N.T.S.) 9" CLASS II BASE COURSE (STONE OR RECYCLED CC OR BLENDED CALCIUM SULFATE) % GRADE SHOWN ON ROFILE A HORIZONTAL LINE THROUGH GRADE SHOWN ON ROFILE SUERELEVATED (CONCRETE - ALTERNATE A1) ALIES STA TO STA LINE SHOWN ON GRADING SECTI0N TYICAL S 22 OF ED ARISH ROJECT SHEET 2.0% REQ D R/W R:\Gang031\rojects\Arkansas Road ermit Fred Borne\ermit Typical Section 1.dgn 12/12/ :11 REVISION OR CHANGE ORDER DESCRITION OUACHITA

26 2.5% 2.5% LA GRADE SHOWN ON ROFILE HORIZONTAL LINE THROUGH GRADE SHOWN ON ROFILE LA GRADE SHOWN ON ROFILE 8 1 E TRANSITION LENGTH HORIZONTAL LINE THROUGH GRADE SHOWN ON ROFILE B A C D E 80% (TY.) 20% (TY.) VALUES OF A THRU E ARE THOSE SHOWN IN TABLE SHOWN FOR RIGHT CURVATURE. DIRECTION OF SLOES ARE INDICATED IN TABLE BELOW. NOTE: A EXCETION WAS AROVED MR. WILLIAM TEMLE,.E., DOTD CHIEF ENGINEER, ON MAY 13, 2009, TO ALLOW USE OF A FIVE-LANE TYICAL WITH A 16 -WIDE TWO WAY LEFT TURN LANE. NORMAL CROWN TO TANGENT CROWN.C. OR.T. E D HORIZONTAL LINE THROUGH SUERELEVATION DETAILS (IN FEET) WITH REFERENCE TO THE HORIZONTAL LINE THROUGH GRADE SHOWN ON ROFILE TANGENT CROWN TO FULL SUERELEVATION A B C GRADE SHOWN ON ROFILE DETAIL OF SUERELEVATION N.T.S. NOTES: 1. NEGATIVE RATE DENOTES DOWN FROM LEFT TO RIGHT. ATION OF TANGENT CROWN IN RELATION TO.C. OR.T. VARIES WITH TRANSITION LENGTH 2. N.C. DENOTES NORMAL CROWN ( 2.5%) 3. SEE LAN/ROFILE SHEETS FOR FULL LIMITS OF SUERELEVATION. 4. VALUES FOR "A" AND "E" ARE SHOWN BASED ON A IN CUT. FOR A IN FILL, SUBTRACT 0.04 FROM VALUE SHOWN IN TABLE. SUERELEVATION TO BE ATTAINED ROTATING THE OUTSIDE LANES ABOUT THE ROFILE GRADE LINE (C) UNTIL THE WAY CROSS SLOE EQUALS 2.5% (TANGENT CROWN). IF ADDITIONAL SUERELEVATION IS REQUIRED, THE ENTIRE WAY WILL THEN ROTATE ABOUT THIS OINT (C) UNTIL A MAXIMUM CROSS SLOE OF "R" IS OBTAINED. (SEE TABLE) A 60 VERTICAL CURVE IS REQUIRED AT ANGULAR BREAKS IN ROFILE OF EDGE OF TRAVEL LANES. R R A % (MAX.) 2.0% (MAX>) STA TO STA % 2.0% (MAX.) 2.0% (MAX.) LA 616 HORIZONTAL LINE THROUGH GRADE SHOWN ON ROFILE HALF IN CUT 2.5% REQ D R/W VARIES VARIES LIMITS OF SEEDING & FERTILIZER VARIES VARIES LIMITS OF SEEDING & FERTILIZER 4 1 TYICAL GRADING 1.92 (CONCRETE - ALTERNATE A1) ALIES STA TO STA (N.T.S.) HALF IN FILL - TO BE CONSTRUCTED FREE OF OBSTRUCTIONS LEGEND 1 8" ORTLAND CEMENT CONCRETE AVEMENT ƒ 2 9" CLASS II BASE COURSE 3 4 AVEMENT STRIING & REFLECTORIZED MARKERS 5 6 AVEMENT STRIING EMBANKMENT " SUBGRADE LAYER (TREATED) ERFORATED IE UNDERDRAIN (TO BE TIED INTO SUBSURFACE DRAINAGE SYSTEM) 3 TYICAL FINISHED (CONCRETE - ALTERNATE A1) ALIES STA TO STA LINE SHOWN ON GRADING SECTI0N WIDE CONCRETE WALK (4" THICK) ƒ THE OTIONS FOR CLASS II BASE COURSE ARE: 3" CLASS II BASE COURSE (STONE OR RECYCLED CC) 6" CLASS II BASE COURSE (SOIL CEMENT) (N.T.S.) OR 9" CLASS II BASE COURSE (STONE OR RECYCLED CC OR BLENDED CALCIUM SULFATE) B C SUERELEVATED (CONCRETE - ALTERNATE A1) ALIES STA TO STA (N.T.S.) LINE SHOWN ON GRADING SECTI0N D RIGHT CURVATURE LEFT CURVATURE RADIUS OF CURVE R A B C D E TRANSITION LENGTH R A B C D E TRANSITION LENGTH GREATER THAN N.C N.C % % % % 4 1 6" VERTICAL INTEGRAL CONCRETE CURB TYICAL S 23 OF ED ARISH ROJECT SHEET REQ D R/W R:\Gang031\rojects\Arkansas Road ermit Fred Borne\ermit Typical Section 2.dgn 12/12/ :11 REVISION OR CHANGE ORDER DESCRITION OUACHITA

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