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Home My WebLink About20160730 Ver 1_Application_20160727 Carpenter,Kristi From:Coggins, Tony C Sent:Wednesday, July 27, 2016 4:25 PM To:Tom Steffens (Thomas.A.Steffens@usace.army.mil); Ridings, Rob; Carpenter,Kristi Subject:2 LIBR projects Attachments:Wilson 83 LIBR Permit app.pdf; Nash 140 LIBR Permit App.pdf Any questions or additional info needed let me know.. Chad Coggins Environmental Officer (Div 4) North Carolina Department of Transportation 252 296-3529 office 252 717-8699 mobile tccoggins@ncdot.gov 509 Ward Blvd. PO Box 3165 Wilson, NC 27895 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 1 ;; Water Resources ENVIRONMENTAL OUALITY PAT MCCRORY DONALD R. VAN DER VAART s�-��a�� S. JAY ZIMMERMAN Attachment L: Low Impact Bridge Replacement Process Low Impact Bridge Project No.: SF-630140 County Nash Bridge No. 140 over Turkey Creek WBS Element Number 17BP.4.R. 70 This project is subject to the Low Impact Bridge Process as agreed to on October 6, 2009. This project meets the documentation requirements and approval procedures under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project meets the standards of NCDOT's Minimum Criteria Rules. Date: July 27, 2016 Applicant Name: NCDOT Applicant Address: NCDOT Division of Highways P.O. Box 3165 Wilson, NC 27895-3165 Primary Contact for Project: Chad Coggins Phone No.:(2521296-3529 Is this an after-the-fact application: Yes X No River Basin: Tar Stream Classification: C Sw NSw Regulatory Authorization Options for this Activity Federal: USACE Nationwide General Permit 3— Maintenance State: General Water Quality Certification #3883 and/or Buffer Authorization Local: None Project Description — NCDOT proposes to replace Bridge #140 which is currently a 3 span 20' x 52' bridge with a 2 span 82' x 30' bridge over Turkey Creek. The proposed stormwater runoff from the proposed bridge has been conveyed to storm drainage systems that outlet outside of the buffers and then provide treatment of the stormwater via small grass swales. It should also be noted that there are no deck drains and thus no direct discharge into the creek. There are 2197 square feet of impacts to Buffer zone 1 and 1310 square feet of impacts in Zone 2 that will be associated with this project. Signature Print Nam l • � '� � e: Chad Co i Statc of North Carolina IF,nvironmental Quality I Water Rcsources 167.7 M a�1Sen�i� Center, Ra�i�h, Noxth Cam.flia 27699 ].617 Phone:919�07-(300 Attachment G: Low/Minimal Impact Bridge Project Data Sheet � TIP NO Div. Managed 2 WBS Element No. 17BP.4.R.70 3 Coun Nash 4 Brid e Number 140 5 Descri tion Turke Creek 6 Ba si n Tar 7 Classification C NSW 8 Stream SIN 28-33 9 T e Inland 10 Size 25' 11 T e 3 s an 12 6cisting Structure Size 20L'X52'W 13 Suff. Ratin 21.02 15 Proposed Structure Size 82'LX30'W 16 Stream USACE LF 31 LF ri ra stabilization 17 NCDWQ Im acts LF 0 18 USACE Im acts AC 0 19 Wetlands Non 404 Im acts AC 0 20 CAMA Im acts SF O 21 NC DWQ BufFers Impacts (SF) BZ1 2197 BZ2 1310 22 Buffer Applicaton Required (>40 ft) (Y/N) Yes 23 State Stormwater Permit Re uired Y/N No 24 Habitat Yes for DWM and TSM 25 T&E S ecies Present No 26 Bio Conclusion MANLAA 28 Moratorium Dates N/A 29 Native/Hatche No 30 Trout S ecies Present No Trout Waters 31 Trout Conditions /N No 32 WRC Reviewer No 33 CAMA AECs No/GIS Confirmed 34 Essential Fish Habitat No/GIS Confirmed 35 Nav. O enin No/GIS Confirmed 36 USCG Permit No/GIS Confirmed 37 Historic Pro erties No/HEU Confirmed 38 Archaeolo ical Resources No/HEU Confirmed 39 Tribal Lands No/GIS Confirmed 40 4 Resources No/GIS Confirmed 41 6 LWCF Resources No/GIS Confirmed 42 Wild and Scenic River No/GIS Confirmed 43 Federal Lands No/GIS Confirmed 44 TVA Area No/GIS Confirmed 45 FEMA Bu out No/GIS Confirmed 46 FEMA Flood Stud No 47 USTs Haz Mats No/GIS Confirmed 48 Relocatees No/GIS Confirmed 49 LAT 35. 9597 50 Location LONG 78.1386 51 Project Comments • Completed by: � 7/27/2016 Division EnvironmE Date: k li,�h��c1)' North Carolina Department of Transportation :�,tc�rm�y°�t+[�r ,, . ,.., Highway Stormwater Program -�^ STORMWATER MANAGEMENT PLAN (Version 2.06; Released June 2076) FOR NCDOT PROJECTS WBS Element: 17BP.4.R.70 TIP No.: SF-630140 County ies : Nash Pa e 1 of 2 General Project Information WBS Element: 17BP.4.R.70 TIP Number: SF-630140 Pro'ect T e: Brid e Re lacement Date: 7/27/2016 NCDOT Contact: P. And Jordan, PE Contractor / Desi ner: CALYX En ineers and Consultants / David P. Bocker, PE Address: 1020 Birch Ridge Drive Address: 7500 East Independence Blvd. Raleigh, NC 27610-150 Suite 100 Charlotte, NC 28227 Phone: 919-707-6729 Phone: 704-566-4342 Email: a'ordan ncdot. ov Email: dbocker CALYXen ineers.com Cit ITown: Count ies : Nash River Basin s: Tar-Pamlico CAMA County? No Wetlands within Project Limits? No Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 595 LF Surroundin Land Use: Rural Pro osed Pro'ect Existin Site Pro'ect Buiit-U on Area ac. 0.3 ac. 0.3 ac. Typical Cross Section Description: Bridge Replacement - 30' Bridge Width (Out to Out) Existing Roadway - 2@ 10' Lanes Roadway Approaches - 2@ 10' Lanes Annual Avg Dai�y Traffic (veh/hr/day): Desi n/Future: Year: Existin : 360 Year: 2000 General Project Narrative: The project consists of the bridge replacement of Bridge #630140 over Turkey Creek in Nash County. The proposed stormwater runoff from the proposed bridge has been (Description of Minimization of Water conveyed to storm drainage systems that outlet outside of the buffers and then provide treatment of the stormwater via small grass swales. It should also be noted that there Quality Impacts) are no deck drains and thus no direct discharge into the creek. Waterbod Information Surface Water Bod 1: Turke Creek NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primar Classification: Class C Su lemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: Im airments: None A uatic T8�E S ecies? No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Pro'ect Includes Brid e S annin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) •� � • � See Sheet � A For I ndex of Sheets � TO s� «� � �� L O CA TI011 t: REPLA CEMEI�T OF BRID GE 140 O T�ER T URI�E Y CREEI� 41� SR 1319 (SPRII�G HILL RD. ) TYPE OF WORI�: GRADI11tG, DRAI11lAGE, PA T�I11tG A1�D STR UCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT + SI l �� N �\'�' �_-- �, �,�� --�---� ��- s/ -- =� � '\ , _,,J . �-� �;;,�,, . .. , ,f . . �� --- N , � , � i�� ,�� / �� BEGI N STATE PROJECT 176P. R.4.70 ��,5 —L— STA. 16 + 55.00 � � �� 5��-. JS--- JS—� /�S � --- ,S --- �5��-- , � , CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. —L— �R 1319 (SPRING HILL RD.) + + � PERMIT DRAWIN�S SHEET l OF 6 07/05/20/6 CpUF�NKLIN NTy END STATE PROJECT 17BP.4.R.70 —L— STA. 22 + 50.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared for: Prepared by: HyDRAULICS E11tGI1�lEER GRAPHIC SCALES DESIG11l DATA PROJECT LE11tGTH HIGHWAY � CALYXPM ADT 2000 — 360 DIVISI01� T � ENGINEERS+CONSULTANTS 5� 25 � 5� � �� 9 Ward BZ4JCl. 6750 TRYON ROAD �j Q� � Wilson, NC 27895 CARY, NC 27518 00� �` � phone: 919.851.1912 �� %a ' /� FUNC CLASS = LENGTH ROADWAY STATE PROJECT 17BP.4.R.70 = 0.097 MILES 2012 STANDARD SPECIFICATIONS CALYXengineers.com �Q `�oQo PL/�N S NC License # F-1333 LENGTH STRUCTURES STATE PROJECT 17BP.4.R.70 = 0.016 MILES FormerlyMulkeyEngineers&Consultants P.E. 0 a LO CAL SIGNATURE: r � 50 25 0 50 100 TOTAL LENGTH STATE PROJECT 17BP.4.R.70 = 0.113 MILES RIGHT OF WAY DATE: L. KEVIN AUSTIN PE a � SUB—REGIONAL TIER JUNE, 2016 PROJECT MANAGER � ROAE11tGI1�EER IGK �,� � a� PROFILE (HORIZONTAL) STEPHEN C. BROWDE, PE �� ooQ� � O J� O � O Z O LETTIIIIG DATE: ROADWAY PROJECT DESIGN ENGINEER �� p��Q AUGUST 2016 PROFILE (VERTICAL) NCDOT CONTACT P.E. SIGNATURE: ��1C`"�� 1L � U'�v �� N.�MES .�ND ADI)RESSES REFERENCE NO. N.�MES 1 SHIRLEY ADAMS AND HUSBAND DONNELL ADAMS MARTIN DAWSON 3 ZANE TERRY SHERRON BRANDON LEE SHERRON � CARY BRENT WHITLEY AND WIFE JANE WHITLEY AI)DRESSES 1858,� 1859 SPRING HILL RD. SPRING HOPE, NC 27882 19�9 SPRING HILL RD. SPRING HOPE, NC 27882 1900 SPRING HILL RD. SPRING HOPE� NC 27882 PERMIT DRAW/NGS SHEET 2 OF 6 07/05/20/6 N Z O > w � �` � _ � \ / �. � � O � -�y- / � � � � — �. � � � Vl � � /�°�j� U U ..� � � � ..��<�y . / � \ . � �� . � __ � � � j � J , z o a/ 3i � � / � 0 W P 3 _ c_r � � � � � 0 � z ` � � � 1 — �I � � � � 6 � �l, 3 , � Pl Sto l4 +33d12 Pl Sta l5 +83.94 � �= 2° 55' l3.1" l RT ) �= 4° 26' 48.2° (RT ) � D= l° 54' 34.9° D= 2° 59' 27.5° � L �� _ 152.92' �, � �� L _ l4� 67' � � z � T 76.48' _ ' �a, T — 74.37' � � N o R �� = 3,OOOd25� � � �� R = l,9/5.63' � � , ; D.S: = 60 MP� � �1 D.So = 60 MPH ,J � `° � \ w � �� l ' e6� � � \ \26 � \ m� � - m � w s�, � (� 96j � � �� , f6j mm �� oL \ ; � � N � \ , � �� i �, - \ � �, �oo , �� `� � �� BEGIN BRIDG -L - ST A. l8 f BEGIN APPROACH SL� -L - ST A. l8 +45.94 ND BRIDGE L- STA./9+ END APP -L- STA. ',1 I BRIDGE / ROADWAY RELATIONSHIP I 1 � SEE SHEET S—1 T HRU S—l9 I ��0 11 FOR STRUCTURE PLANS , ��, zci /0�` !73 rn a�� e e 5�� ^m m�l ' N � � � � �J � �\ T � � 1 . �1�� , � I - . .➢`, � o '" _ cn � ( ` Js \J � � ''� � � `'�� L�RTI LINE IS C/L OF C� �s � � i � � ... �_ , � _. --. ��9 O ' S ITE 1 .�-- �_ N ��4 � �.. � ��?Y �� HITL AND 'uJIHITL Y �f' P� 202 '�,�� i n� �. - � v� � � � � 5 �4 r'.�'' ��3 `'� �� ' ,'� �—, '�, --�� ,. � � � : . . �;- � " \ ``�< � `\ � � STANDARD BASE GRASSED SWA�, �RY D/TCH�- � <p �� : � � � - SEE DETAIL A �, v% � � � � i�,�ti � �" � � ° , �� ; R __ � _ ;_ CLASS B RIP RA� ._ ,�-_ ,r � : � •. � � DiTC- _ EST 1 TON ��i ^l �.�- � a MS AND � � ES SY ��'� � � � �� `��_�� s�, • ILE � n� WOODS r C� U �„A W�L_«� c' �;e�� "� j �; � � C.1 V � J� eu � �S � - �_ f9 � � '� `- � � I. CA LYX.. � ENGINEERS+CONSULTANTS 6750 TRYON ROAD CARY, NC 27518 phone: 919.851.1912 \CALYXengineers.com 9 NC License # F-1333 a; Formerly Mulkey Engineers & Consultants �� N,q� � � � � .. .., Ci, {�� ... N Yi O�� ; ,` > C � � � �� a m 99 \. I .. \. . � •., .. � � DURF�ACE WA ERTS W +� �� .__ ,,, — --�.�� ,�Z� � , _ ' RETAIN � tl<< L ' + , "' �n 2/' EX. PIPE � , � .� 2� /I � � lN J � � � � :v��. ' ��'y�- Ol '� . lIiVCJ � ,, ;,� ,. ,' �� /O, F----------- F— GRAU-350 -----�E III /\ III � .-- 15�_RCP—IV FGRAU-350 / :I �:/ --- ---- F � �� F �� 0 0 0 o a o � TB2G1 � � o 0 0 /S'R \\� -__--F � N ♦� o A W N N � � N 25° 5' 29.3" W TB2GI � `� o 0 0� A A � �p� � � � . � A O � O � � /Q �_-_�/ GRAU-350 F---�iPE III I I I 15" RC P-IV GRAU- � 0 w N � -- cn _----� �- F --` - �� -- F -- -- F � � F --- - C ----' F �� _- _- F /Z7" � 20, 0403 � . �� 'C r�Nca � � � � � � 4'1 Q � l U � ��%lyC.l � � �— � 'V � CLASS�B�P ; _ ��r�� BZ � , ti,� �, 040 EST X TO � � � �� ' � � - � �: � _-k� °�� ` / 1 " J��,� , ' EST 5 SY � %� �� , G I LE / �'"� gti � Q� GEOTEXT - �., i �/��' S E J BGUM ST��,- 4: Rp�.. BA�GRASSED ;SWALE WO�� _ , �„_ : / � �,, ; � �- -� � �� P� � / — _ 24 PG 43 � �, � -�5;� � � � �` � � _� � ,.- �_ - - WO.�,� _ „� I -- , = - /� � m, — \ 1 � — . ., . . � � " �� l_ ' ..i � ,, 9 F BEGIN Bf -L- STA. 3EGlN BRIOGE -L - ST A. l8 +56.8/ ► BEGIN CONST RUCT lON —L — ST Ao l6 +55,00 Pl Sta l7 +5/.74 0= 2° 29' 00.7" (RT l D = /° /9' 4/.9„ L = 186.97' T = 93.50' R = 4,3/3.43' D.S. = 60 MPH \ � Se = AS SHOW N IEND BRIDGE APPROACH SLAB wOODs �/ -L - STA.19+50.06 ,� END BRIDGE —' -L- STA.19+39.19 � END CONST RUCT lON / —L — ST Aa 22 +50000 -� � � �- Pl Sta 20 +58.19 � p= 4° 05' 30.1" (RT � D = 2° 47' 20�2" � L = /46.7/' G T = 73.39' ��,� _ R = 2,054.39' `�� D.S. = 60 MPH � - � Se = AS SHOWN RIGHT OF WA Y AREA DA TA TOTAL AREA AREA AREA PERMo TEMP. PARCEL CONST. N0. PROPERTY OWNERS NAMES AREA TAKEN REMAINING REMAINING EASE. ORAIN. DRAIN, RT. LTe EASE, EASE. SHIRLEY ADAMS AND HUSBAND DONNELL ADAMS 1 MARTIN DAWSON 1,566 SF ZANE TERRY SHERRON AND 2 BRANDON LEE SHERRON 2,059 SF 3 GARY BRENT WHITLEY AND WIFE JANE WHITLEY 2,215 SF �7 L�R� � W ,E 1 D 6 N P � \ � \ � :� N \ \ � � � `� _ -"\ C �- J � �^ PROJECT REFERENCE NO. l7BPo4aRo70 R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWIIUGS SHEET � 0� 6 ,,� �� ,,5 "� � � \ � : �5 �� % � �- N � ��, \� _ � , N - --- � �� , . N _5�, o — � � � � o i�u� �� - � � � % ' m � i '��/ O �`�� a � I \u � Ng� � _ �,eJ � : W b: ' / . N O � �- �4„w TO FR,qNKL COVNTY �N � `�� . � � � , , �� ' ' DETAIL �4 '� � $TANL�ARD BASE GRASS�S AL� '� � � ( Not to Sca,f'e) � � \ Na ural �� Natural�� Gr un , �' �, `� .� �� Groun � i � F��F D � �� \ I �� i R � D � o \ nn�n. =�`o F�, e� � y D �� % �`�� B =1. t. � ` oTEs: � �� \ ) LONGITUDINAL SLOPES BETWEEN 0.3% AND 4.0°0. 2) /ti10DIFICATIONS MAY BE NEEDED; AS APPROVED BY ENGINEER. ' FROM STA. 19 + 65 TO STA. 19 + 86 L7--„9 FROM STA. 19 + 65 TO STi�. 19 + 86 RT �_ � Pl Sto 22 +32.95 � Pl Sta 23 f86..�� Pl Sta 24 +75.48 �= 5° 07' 35.3" (RT J 0= l° 23' 47.8° (f��l 0= 0° 3/' ��.4° (LT l D= 2° 3/' 43.3" D= l° 20' 27.7" D= 0` 42' 20:2" L= 202.73' L= 104.15' �� L= 74.18' T= l0/.43' T= 52.08' � T = 37.09' R= 2,265.84' R= 4,272.57' �' �4 =_ 8,120.18' D.S. = 60 MPH D.S. = 60 MPH D:�S. — 60 MPH Se = AS SHOWN ' i � �,A \ � 1 ` � ��y �q °30 � / tl �` I i � � �, v v NOTE: FOR —L— PROFILE SEE SHEET 5 N Z � >— w � .�� .... \_. �, � � � �. � � / � / " p � �' / � � � / � � � / +- �. �I, CJl /�°�j� U U ..� � � � ..��<�y . / �... \, � _ - —`�`�\ _ � � j � � / , o a � 3 � � 0� � P M� W � c_r � � � � � 0 � z ` � � � 1 — �I � � � � 6 � �l, 3 , � Pl Sto l4 +33d12 Pl Sta l5 +83.94 � �= 2° 55' l3.1" l RT ) �= 4° 26' 48.2° (RT ) � D= l° 54' 34.9° D= 2° 59' 27.5° � L �� _ 152.92' �, � �� L _ 14�.67' � � z � T 76.48' _ ' �a, T — 74.37' � � N o R �� = 3,OOOd25� � � �� R = l,9/5.63' � � , ; D.S: = 60 MP� � i D.So = 60 MPH ,J �`° � \ W �� l ~ \26 � � � � m� � - m � w s�, � (� 96j � � �� , �� f6j mm �� 0 L '� � N � \ \ , � �� c,� � - \ � �, �oo , �� `� � �� / � �` � � /, BEGIN BRIDG -L - ST A. l8 f BEGIN APPROACH SL� -L - ST A. l8 +45.94 ND BRIDGE L- STA./9+ END APP -L- STA. ',1 BRIDGE / ROADWAY RELATIONSHIP I i � �°0 � � SEE SHEET S—1 T HRU S—l9 FOR STRUCTURE PLANS C�`� �,, , zci N »3 °�. a y�� e ^m m�l ' N � � / � -, �l' , � � ��' ° + ��/` � � - .�; � o � � ( ` Js \J � � ��,� � �'�� L-�R�LINE IS C/L OF C� �s , �� — . _�9 O N,�4 �_ e,, _ �f— --- � � ��C>-��?Y �� HITL AND '�JIHITL Y f' P� 202 � � � � 5 �4 r'.��' ��3 `\ - - �,� --„ � � � IT� 1 ' � " ``�< � � � STANDARD BASE GRASSED SWA�, � � �- � A A ��. `- � � I. CA LYX.. � ENGINEERS+CONSULTANTS 6750 TRYON ROAD CARY, NC 27518 phone: 919.851.1912 \CALYXengineers.com 9 NC License # F-1333 a; Formerly Mulkey Engineers & Consultants �� N, � � � � m � 'q4 8 Y� �io N ` �� ; ,` > C � � _ � � � �� a m 1\ 9y ^ � �'..... \ \ �. T�� k�k ALLOWABLE IMPACTS ZONE 1 �� ALLOWABLE IMP �� '� \ 'e � ms\ F , e� e� � . i % h 9 � � \ M \ � ''' O —176 � � m� � _ - SEE DET IL . � � -� �� ., � � , � � � � �' � � �'" �=__ �` �;' CLASS B RIP RA� ._,��, � �� i � . _ � i MS AND � `.' � �c � EST 1 ON � ' ' ^� V � �� - ,' . \ � s�, `` U ��/'«� c' • ILE �� n WOODS ` � � �: �..�� .37` �� \9 Z�� . S . v �. ��\ � .- _ �� .� , R , �� ; _ � RETAIN � ti<< Zg, — —�.�� ,i , � -�- , � � -' � /N J � � �O.F __ F_ GRAU-350 -----�E III • ---------- ;I 0 0 0 o a o 0 � N N � �O � W N O � A w -_8'/ -- � - PE III \ /Q _ _ _ _ _ � - - C GRAU-350 �i � -- F - F - - � � 20' (INC.J �_ �� -�,�G� �BZ 2 __� ,�r� gti � � %z / S _ / � ' �5;%-� / _7� /. „ S - � W00�� --- _- .. _.� = � -.� ��_ � ,, 9 F BEGIN Bf -L- STA. 3EGlN BRIOGE -L - ST A. l8 +56.8/ ► BEGIN CONST RUCT lON —L — ST Ao l6 +55,00 Pl Sta l7 +5/.74 0= 2° 29' 00.7" (RT l D = /° /9' 4/.9„ L = 186.97' T = 93.50' R = 4,3/3.43' D.S. = 60 MPH \ � Se = AS SHOW N X: K��,,, �� n 2/' EX. PIPE � 2/' /� � ` N ,�.��.y �� , � (INCJ � � /\ , m _' __ 15�_RCP-IV FGRAU-350 F �i � 8:/ --- -----� � F TB2G1 � � o 0 0 /5'iQ \\� -____F � (J� (n N W O /O� N 2' S' 2.3" W TB2GI � � � g`� '� o A� A W � N � .' �� 15" RCP-IV ��u-So __ — -_ � � X/ � �� c � � ----'� F F \��C __ ___ F _ JW _, .� ��Y � 0403 "� �„ k � �n . ��, ' � � � �1NCJ 4YU�,JLJ � _ � � 040 S�T 1ST0 � P .; � g��' � �� _ /��J�� EST 5 SY �� / � �i a� . /� � � .; E �� END BRIDGE APPROACH SLAB wOODs -L - STA.19+50.06 ,� END BRIDGE —' -L- STA.19+39.19 � END CONST RUCT lON / —L — ST Aa 22 +50000 -� � � �- Pl Sta 20 +58.19 � p= 4° 05' 30.1" (RT � D = 2° 47' 20�2" � L = /46.7/' G T = 73.39' ��,� _ R = 2,054.39' `�� D.S. = 60 MPH � - � Se = AS SHOWN RIGHT OF WA Y AREA DA TA TOTAL AREA AREA AREA PERMo TEMP. PARCEL CONST. N0. PROPERTY OWNERS NAMES AREA TAKEN REMAINING REMAINING EASE. ORAIN. DRAIN, RT. LTe EASE, EASE. SHIRLEY ADAMS AND HUSBAND DONNELL ADAMS 1 MARTIN DAWSON 1,566 SF ZANE TERRY SHERRON AND 2 BRANDON LEE SHERRON 2,059 SF 3 GARY BRENT WHITLEY AND WIFE JANE WHITLEY 2,215 SF �7 PROJECT REFERENCE NO. l7BPo4aRo70 R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWIIUGS �� 4„w TO FR,qNKlll� COVNTY � `�� . � � � t-3= �� ' DETAIL �4_;' � $TANL�ARD BASE GRASS�S AL� '� � � ( Not to Sca,f'e) � � \ Na ural �� Natural�� Gr un �, � ' �, � `� .� �� Groun � � i � FGq�F D � �\ P �� ;' �'P � o �� Min. =1�U Ft�, �,� \ y D I �� 8=�. F. � ` oT�s: ) LONGITUDINAL SLOPES BETWEEN 0.3% AND 4.0°0. 2) /ti10DIFICATIONS MAY BE NEEDED; AS APPROVED BY ENGINEER. ' FROM STA. 19 + 65 TO STA. 19 + 86 L7--„9 FROM STA. 19 + 65 TO STi�. 19 + 86 RT �_ � Pl Sto 22 +32.95 � Pl Sta 23 f86..�� Pl Sta 24 +75.48 �= 5° 07' 35.3" (RT J 0= l° 23' 47.8° (f��l 0= 0° 3/' ��.4° (LT l D= 2° 3/' 43.3" D= l° 20' 27.7" D= 0` 42' 20:2" L= 202.73' L= 104.15' �� L= 74.18' T= l0/.43' T= 52.08' � T = 37.09' R= 2,265.84' R= 4,272.57' �' �4 =_ 8,120.18' D.S. = 60 MPH D.S. = 60 MPH D:�S. — 60 MPH Se = AS SHOWN ' � � �,A \ � 1 ` � ��y �q °30 � / tl �` I i � � �, v v NOTE: FOR —L— PROFILE SEE SHEET 5