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20181548 Ver 1_B-5997_PermitDrawings_20181106 (3)_20181113
� Qi����ti��y North Carolina Department ofTransportation :�tc]J7llt�fe3hf t`. Highway Stormwater Program �-�• STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: TIP No.: B-5997 Count (ies : Johnston Pa e 1 of 1 General Project Information WBS Element: TIP Number: B-5997 Project Type: Brid e Replacement Date: 10/26/2018 NCDOT Contact: Galen Cail Contractor / Desi ner: Brandon Barham Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway Raleigh, NC 27610 Suite 101 Ca , NC 27518 Phone: 919-707-6711 Phone: 919-557-0929 Email: qcail anncdot.qov Email: bbarham anecoloqicalencl.com Ci /Town: McGee Crossroads Count ies : Johnston River Basin(s : Neuse CAMA County? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 0.13 Surroundin Land Use: Forest, rural residential, farmland Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.5 ac. 0.4 ac. Typical Cross Section Description: 10' lanes, 5'-5" shoulders 9' lanes, 2' paved shoulders Annual Avg Daily Traffic (vehlhr/day): Desi n/Future: <1000 Year: 2018 Existing: 670 Year: 2016 General Project Narrative: State project B-5997 involves the replacement of the existing NCDOT Bridge #500277 on SR 1399 (Zachs Mill Road) over Pole Branch. Bridge #500277 consists of 2@17.6' (Description of Minimization of Water reinforced concrete deck on timberjoists with timber caps and piles and timber end bents. The proposed crossing is located in Zone AE of FIRM Map number 3720162200K and Quality Impacts) was studied by "Limited Detailed" methods. No proposed deck drains. Proposed bridge #500277 consists of 1@55' 21" cored slab with 2'-6" caps. One stormwater outfall is proposed, which will be placed at a distance to minimize disturbance to jurisdictional teatures and to be outside of buffer zones. Waterbod Information Surface Water Bod 1: Pole Branch NCDWR Stream Index No.: 27-45-9 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: Nutrient Sensitive Waters NSW) Other Stream Classification: None Impairments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: Buffer Ruies in Effect: Neuse 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 Discharge 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 justifcation in the General Project Narrative) General Project Narrative) � � rI ♦ � O O A A • � � V � � O V GRAPHIC SCALES DESIGN DATA PROJECT LE11tGTH HIGHWAY Prepored by: HyDRAULICS ENGINEER ADT 2018 =< 1000 DIVISION 4 CALYX � �,.,�«�. . � ,, �„�,� 20 10 0 20 40 so9 w.�kn ar,vo ���orRroNFoaa � gg��p V= 40 MPH ivresox, xc z�s9s �rRr.N��»�a �� � ��� TTST = 30 2018 STANDARD SPECIFICATTONS cn�vxe��mee�<om �@ �� rvc u�e�.e w F-iasn � PLANS FUNC CLASS = LOCAL LENGTH ROADWAY STATE PROJECT B-5997 = 0.115 MILES Y.E. � � 20 10 0 20 40 SUBREGIONAL TIER LENGTH STRUCTURES STATE PROJECT B-5997 = 0.010 MILES RIGHT OF WAY DATE: L. KEVIN AUSTIN, PE sicxAzu�: � � TOTAL LENGTH STATE PROJECT B-5997 — 0.125 MILES ROADWAY DESIGN � SEPTEMBER 28, 2018 PRo�scr.aLaxacrn � �a PROFILE (HORIZONTAL) STEPHEN C. BROWDE, PE ENGINEER ��,�� ����� 4 Z O 4 8 LET77MG DATE: ROAownY r�Ro�Ec�� Dtsrc,v ENGINE6R �� �WA�� APRIL 23, 2019 RUSSELL E. BROADWELL, PE PROFILE (VERTICAL) NCDOT CONT.4CT P.E. SfGNATURL•: N Z 0 � N FILL IN WETLAND • • • • . • �.�����.' SITE 1 8 •� T� �-''— � � ANSCAPE �� �y — TR�� � `"�---�J" `,`J:' t—v-� -L- N 38' 09' 2/5' E BEGIN TIP PROJECT B-5997 —L— POT STA. 12 + 00.00 20' 0' 40' GRAPHIC SCALE I 0' 0' 2 0' INSET GRAPHIC SCALE -L- Pl Sta 16+20J4 Pl Sta 18t27.87 a 0= 3S 34' 30.4" ILTI 0= S 40' 24J' fLTJ 1 D= l0' 44' S8.8' D= S 56' 27.8" � L = 330.94' L = 95.49' * T= 17IA0' T= 47.79' � R = 533A0' R = 964.4/' OS = 40 mph OS = EXIST a Se = 06 Se = EXIST i (Se = 04 ON BRIDGE) � I � I � � , � . ._ � . '•✓ � -� . �. ��, ,_ DB 433 PG 99 I� I iVla f1 L��I� O � 2405 PG 6'. , END BRIDGE —L— STA. 14 + 53.00 �� J B 54 PG L< BEGIN BRIDGE —L— STA 13 + 98.00 N m 50' TAPER / TO EXIST ------ F-- --------- ---------F7 ----- GREU TL-3 8:1 APER � 1 1 1 1 1 T i 8:1 TAPER � � ��� GREU TL-3 TYPE III ��� I i�� i,� � INC _�.-- -------------------------- — F F ----- F R W / O � 1-' v � -� /� � �% P G_'-���'V ------ �� /�1,� c,� � � `� � � � � � � �� ��P� � � � � � � � o�� _� LANGDON ET AL � �7� P(� qC,l DENOTES FILL IN WETLAND DENOTES MECHANIZED CLEARING \ e ,t� � �. ��� \ ; � > ,/�� . PROJECT REFERENCE NO. � CALYX B-5997 � � � RW SHEET NO. a�5o'ruroN Roao ROADWAY DESIGN CA� v ves51e ENGINEER t.iviz CALYXengineerz.<om FLOODED"` "`a"5e"`,"' TIMBER � ��� SHEET NO. HYDRAULICS ENGINEER '/ � DOCUMENT NOT CONSIDERED FINAL ,� �� - UNLESS ALL SIGNATURES COMPLETED % PERMIT DRAWING \ SHEET 2 OF 7 O; �.: � � _ _ _. y �� i C I I � �Z DB (TR C T 2)� '/ ' Q i'B 54 PG = � S CLASS 8 RIP RAP � ,� EST 1 TONS � , EST 5 SY GEOTEXTILE QOV � SITE 1 � � � 'C' ��� � N � TOE PRO ECTION � r�i� � � \ � ' � � � � N _ � � + � - �o � 8:1 TAPER f � F ,o � — ; � A.I I i I j'� ` -- III �� I� 15�� R � 2GI � �1 � 2GI o � P �� I_ A a.�'�PPER _— O � , _-- , __-- GREU �-3 I_.. i`(PE III _---- C � 1�---- --_ F I END SBG F +20 �. / 4� ti � DETAIL 1 TOE PROTECTION � Noi io s�oia� a Y�� e( Nalvral ,�.��`\S�oPs Gro�nd y d d=1.0 H_ 6=2.0 Ft. Geoteeile Type o( Liner= B Rip-Rop FRnM ST4 15-�A Tn STA lfi-�l1 _I_ IT / � / � � / `� � � � / �� � �// � � � i ` `� Ao iJui-L��,/-`. WIFE9 MARY To B�� DB 4438 PG I`c -�� �q n� ��� O N Z 0 � N FILL IN WETLAND • • • • . • �.�����.' SITE 1 8:� T� ��� � � �_� �L A-N� C�P _�-; � I ��� ��� �- -L— N 38' 09' 2/5' E l _ — — ---- - � � _, � xisTtnr_.-�/w' - _ / . -� ---" BEGIN TIP PROJECT B-5997 -L- POT STA. 12 + 00.00 20' 0' 40' GRAPHIC SCALE I 0' 0' 2 0' INSET GRAPHIC SCALE � 50' TAPER TO EXIST _ —L— Pl Sta 16+20J4 Pl Sta 18t27.87 a 0= 3S 34' 30.4" ILTI 0= S 40' 24J' fLTJ 1 D= l0' 44' S8.8' D= S 56' 27.8" � L = 330.94' L = 95.49' � r = �i.oa r = �.�g � R = 533A0' R = 964.4/' OS = 40 mph OS = EXIST a Se = 06 Se = EXIST i (Se = 04 ON BRIDGE) � I � I � � , � . ._ � . '•✓ � -� . �. ��, ,_ DB 433 PG 99 r� l� iVla f1�f�llif���,, � 2405 PG 64 , END BRIDGE -L- STA. 14 + 53.00 B 54 PG 202 BEGIN BRIDGE -L- STA 13 + 98.00 IWOOC' , N I N m / ------ F-- -------- F ------ GREU TL-3 R,1 7APER 9 C 1 A A! T i 0 8:1 TAPER � ��� GREU TL-3 TYPE III--= �=i + JNC , I_U J� -------------------------- _--- F F F � �1 ------ � � ,. � � \ O � � � � � � � � � _� LANGDON ET AL � �7� P(� qC,l DENOTES FILL IN WETLAND DENOTES MECHANIZED CLEARING � CALYX mso-ruroN eoao CARY, 4 905518 t.iviz CALYXengineerz.<om PROJECT REFERENCE NO. SHEET NO. B-5997 4 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER FLOODED"` "`a"5e"`,"' TIMBER � �I/ / �'/ . DOCUMENT NOT CONSIDERED FINAL ,� i �� UNLESS ALL SIGNATURES COMPLETED � � � PERMIT DRAWING SHEET 3 OF 7 ; O � -� � � � _ � � � � � � o.�� �`'i � � �DB 1907,��PG 4� '� �/� �vZ� (TRAGT_ �� �,�'P � ;3 5 4 .;" G -` �Po � S CLASS 8 RIP RAP � ,� EST 1 TONS � , EST 5 SY Ou GEOTEXTILE Q � SITE 1 *o .� `� ���� � � � � �� � � � N TOE PROTECTI� \ ^ �� — — — � � � r l ' " - �Z � + � �0 8:1 TAPER f � F _ � �— ; �ili ��1� 15�� R 111 � � � 2GI � �1 2GI � �0 � A � a.�'�PPER _— O � ,T`(PE III GREU �-3 --- ,- `I"' � --� C � ---- � -- p — END SBG +20 .� / - ��' � � DETAIL 1 TOE PROTECTION � Noi �0 5�o�e� `Y\� y< Nalvral ,�.��`\S�oPs Gro�nd y d d=1.0 H_ 6=2.0 Ft. Geoteeile Type o( Liner= B Rip-Rop FRnM ST4 15-�A Tn STA lfi-�l1 _I_ IT /\)/\ \ � 'C' � / � � � / �� � �/� � � � i ` `� Ao iJui-L��,/-`. WIFE9 MARY To B�� DB^ 44^38^ PG I`c � � !-( � '�-i I�� l � G� ^ � _. N Z 0 � SITE 1 �� � , �� , �� � , i��� ^F'HI',- �(�,��� I i J' l-� _�� , rh � O W � iN�ET �;RAPHIC SCALE � 0 � Z � � � C.1 � �, �� � -L- Pl Sta 16+20J4 � = 35 34' 30.4' (LTl D = l0' 44' 58.8" L = 330.94' T = l7/.00' R = 533.00' DS = 90 mph Se = 06 END GRADE BEGIN 1.5" RESURFACING —L— POC STA. 16 + 50.00 / -L- POC Sta.l7t68A1= -Y- POT Sta. l2tllJ6 MARY JTa BJELICA �'�� 4438 PG 181 �,� 7g Pr a�q � Pl Sta 18+27.87 � = S 40' 24J' (LT) D = S 56' 27.8" L = 95.49' T = 47.79' R = 964.4/' DS = EXIST Se = EXIST DETAIL 2 STANDARD BASE DITCH � Not 10 Scale) Notural Natural Grovnd 1 Gro�nd 2;� p ti. Min. D== 1.5 Pt. � B = 3 Ft. STA 17 -i- 98.00 -L- LT [` ITr 7 BEGIN 1.5" RESURFACING —Y— POT STA. 11 + 00.00 � 2638 PG 341 -`' F-Z n � p r; � �z DETAIL 3 SPECIAL NT DITCH � Nm to s�oie� fron+ �� Ditch Nat�ral 3�� He� Slope Ground `3') p F�� d Geo+e.i�ie Min. D=1A F'. Type of Liner= Class 8 Rip-Rap Max. d= 1 A P�. FROM STA 18+00 TO STA 18+75 -L- LT N ��W � ��'��- �" i_X,S����� R'"' END TIP PROJECT B-5997 END 1.5" RESURFACING —L— POC STA. 18 + 60.00 COLLAR AND EXTEND EXISTING 30" RCP � CALYX mso-ruroN eoao pA� 41905518 t.iviz CALYXengineerz.com NC Licanse M F-1333 ��vA� NAD ..� PROJECT REFERENCE NO. B-5997 RW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 4 OF 7 DETAIL 1 TOE PROTECTION jNofio Scole� l F� �e( Nalural 3.�F`�S�oP� Ground 6 , I^•I d d=1.0 Ft. 6=2.0 Ft. Geotertile Type of Liner= 8 Ri�Rap 20M STA.75-i-28 TO $TA.16+70 -L- LT � � �J �: � r'���„ r r�, i`,%i i � � END 1.5" RESURFACING � �����VOCABLE TR� � ��� —Y— POT STA.12+00.96 '-'-� 2405 PG ��� � -r- Por sto. io-roo.00 F F D E N OT E S F I L L I N WETLAND � � � � DENOTES MECHANIZED � � �� � � � CLEARING N Z O � SITE 1 END GRADE -L- Pl Sta 16+20J4 � = 35 34' 30.4' (LTl D = l0' 44' 58.8" L = 330.94' r = ni.oa R = 533.00' DS = 90 mph Se = 06 BEGIN 1.5" RESURFACING -L- POC STA. 16 + 50.00 � TOE PROTECTION SITE 1 ��Tch' �� DETAIL 2 STANDARD BASE DITCH � Not 10 Scale) Notural Natural Grovnd 1 Gro�nd 2;� p ti. Min. D== 1.5 Pt. � B = 3 Ft. STA 17 -i- 98.00 -L- LT 1 PDE � � STANDARD BASE DITCH ��\ SLOPE = 0.5% u�vy DDE = 35 CY � � � � SEE DETAIL 2 0 27� � �NC 50� �+NSITION G TO EXIST i'-- i � ----- ---------� ---_ \ -------------- C � �- �� ��„�� = ; � � / -L- POC Sta.17+68AI = -Y- POT Sta. l2tllJ6 MARY JTa BJELICA 'p 4438 PG 181 �,� 7g Pr a�q � Pl Sta 18+27.87 � = S 40' 24J' (LT) D = S 56' 27.8" L = 95.49' T = 47.79' R = 964.4/' DS = EXIST Se = EXIST / REMOVE ASP ISLAND & REPLACE WITH 5" CONC. MONO. ISL. � \ DETAIL 3 SPECIAL NT DITCH ( Nof to Scole� fron+ �� Ditch Nat�ral 3�� He� Slope Ground `3') p F�� d Geo+e.i�ie Min. D=1A F'. Type of Liner= Class 8 Rip-Rap Max. d= 1 A P�. FROM STA 18+00 TO STA 18+75 -L- LT CLASS I RIP RAP E5T 11 TONS EST 21 SY GEOTEXTILE � J \ SPECIAL CUT DITCH � b � � � W/CLASS B RIP RAP SEE DETAIL 3 � �� / --. ,y: �- ! � !�'L---� � _ � -L- PT Sta. 18t7558 , � � � � � BEGIN 1.5" RESURFACING� � � -Y- POT STA. 11 + 00.00 � � �` ; � � >,�,�,��' � � 2638 PG 34I �,��, ,\\,, r ^ � � -' FZ n � `, _ � � � ;`� ����� `�, i �—�% �,�,,��11 i� ` `� �\ ` ��'�1 i �. �: -- l� _���6�; �, ��- ` �-�1'���''. k 3� 05' 33g W N - ���,;, i� " i _ X1S-� ��� / \ END TIP PROJECT B-5997 END 1.5" RESURFACING -L- POC STA. 18 + 60.00 �— COLLAR AND EXTEND EXISTING 30" RCP PROJECT REFERENCE NO. SHEET NO. � CALYX B-5997 5 RW SHEET NO. a�5o'ruroN Roao ROADWAY DESIGN HYDRAULICS caavNcz�sa ENGWEER ENGMEER � vest.iviz CALYXengineerz.com NC Licanse M F-1333 ��vA� NAD ..� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 5 OF 7 DETAIL 1 TOE PROTECTION jNofio Scole� l F� �e( Nalural 3.�F`�S�oP� Ground 6 , i^" d d 1 0 Ft 6=2.0 Ft. 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Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 15+05 to 16+69 -L- LT 1@55' 21" Cored Slab 0.01 0.01 TOTALS*: 0.01 0.01 0 0 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb � � o� � 0 0 A A • � � V � � O V GRAPHIC SCALES DESIGN DATA PROJECT LE11tGTH HIGHWAY Prepored by: HyDRAULICS ENGINEER ADT 2018 =< 1000 DIVISION 4 CALYX � �,.,�«�. . � ,, �„�,� 20 10 0 20 40 so9 w.�kn ar,vo ���orRroNFoaa � gg��p V= 40 MPH ivresox, xc z�s9s �rRr.N��»�a �� � ��� TTST = 30 2018 STANDARD SPECIFICATTONS cn�vxe��mee�<om �@ �� rvc u�e�.e w F-iasn � PLANS FUNC CLASS = LOCAL LENGTH ROADWAY STATE PROJECT B-5997 = 0.115 MILES Y.E. � � 20 10 0 20 40 SUBREGIONAL TIER LENGTH STRUCTURES STATE PROJECT B-5997 = 0.010 MILES RIGHT OF WAY DATE: L. KEVIN AUSTIN, PE sicxAzu�: � � TOTAL LENGTH STATE PROJECT B-5997 — 0.125 MILES ROADWAY DESIGN � SEPTEMBER 28, 2018 PRo�scr.aLaxacrn � �a PROFILE (HORIZONTAL) STEPHEN C. BROWDE, PE ENGINEER ��,�� ����� 4 Z O 4 8 LET77MG DATE: ROAownY r�Ro�Ec�� Dtsrc,v ENGINE6R �� �WA�� APRIL 23, 2019 RUSSELL E. BROADWELL, PE PROFILE (VERTICAL) NCDOT CONT.4CT P.E. SfGNATURL•: N Z 0 � SITE 2 N 38' 09' 2/5' E ,i-i; n, ,�iJ�, _ _ G��1='HIC _CA�F ' li �' (_�' %'[`i; �� If�1SET i�RAPHIi� ;i=A�E _ BEGIN TIP PROJECT B-5997 - -L- POT STA. 12 + 00.00 2. -L- Pl Sto 16t20J4 0 = 3S 34' 30.4" (LT) D = l0' 44' S8.8" �� L = 330.94' � r = ni.oa R = 533.00' ��;� DS = 40 mph = Se = 06 - (Se = 04 ON BRIDGEI Pl Sta 18+27.87 � = S 40' 24J' (LTl D = 5' S6' 27.8" L = 95.49' T = 47.79' R = 964.4/' DS = EX/ST Se = EXIST � ` � < QO� / _� LANGDON ET AL � r� ��� r�� qq �c�- . )� -" �., , . ALLOWABLE IMPACTS ZONE 1 �:/ � � >`'_ ALLOWABLE IMPACTS ZONE 2 / FLOODED TIMBER . � ;�� � ����� i' /i / DETAIL 1 TOE PROTECTION � Noi io s�oia� a Y�� e( Nalvral ,�.��`\S�oPs Gro�nd y d d=1.0 H_ 6=2.0 Ft. Geoteeile Type o( Liner= B Rip-Rop FROM STA 15 �c28 TO STA. 15-70 -L- LT � CALYX mso-ruroN eoao CARY, NC 2i518 es.iviz CALYXengineerz.<om NC Licanse M F-1333 PROJECT REFERENCE NO. B-5997 RW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BUFFER DRAWING � SHEET 2 OF 5 � � / � � � / / `� � / /� � �/� � � � � ` � ao u��L��;- WIFE9 MARY To B�� DB 4438 PG I`c ' � � rl (� (� �1 � ' _ O N Z 0 � -L- Pl Sta 16+20J4 � = 35 34' 30.4' (LTl D = l0' 44' 58.8" L = 330.94' T = l7/.00' R = 533.00' DS = 90 mph Se = 06 O SITE 1 �� �) 7 P G 4�3 � ? FZ - ,'1 �� (, . . . . ...1 ._. . END GRADE BEGIN 1.5" RESURFACING -L- POC STA. 16 + 50.00 ��T�'/y �` �TOE PROTECTION `'\ �' � � STANDARD BASE DITCH - I► � DDEPE 35� CY �L/ � SEE DETAIL 2 � o � O 27' _ i� � � ��, W �O Z ^ � Q C1 � N .� �� o �� � � DETAIL 2 STANDARD BASE DITCH � Not 10 Scale) Notural Natural Grovnd 1 Gro�nd 2;� p ti. Min. D== 1.5 Pt. � B = 3 Ft. STA V -i- 98.00 -L- LT 1 PDE � a aaNsmoN � c exisr � � — � � ----- ---------� ---_ \ -------------- C � / -L- POC Sta.l7t68A1= -Y- POT Sta. l2tllJ6 MARY JTa BJELICA �'�� 4438 PG 181 �,� 7g Pr a�q � Pl Sta 18+27.87 � = S 40' 24J' (LT) D = S 56' 27.8" L = 95.49' T = 47.79' R = 964.4/' DS = EXIST Se = EXIST / REMOVE ASP ISLAND & REPLACE WITH 5" CONC. MONO. ISL. � \ �� �I� R�, ��„ S < : ��� � _ BEGIN 1.5" RESURFACING -Y- POT STA. 11 + 00.00 � 2638 PG 341 -`' F-Z n � p r; � �z � � � DETAIL 3 SPECIAL NT DITCH ( Nof to Scole� fron+ �� Ditch Nat�ral 3�� He� Slope Ground `3') p F�� d Geo+e.i�ie Min. D=1A F'. Type of Liner= Class 8 Rip-Rap Max. d= 1 A P�. FROM STA 18+00 TO STA 18+75 -L- LT CLASS I RIP RAP E5T 11 TONS EST 21 SY GEOTEXTILE , J\ - SPECIAL CUT DITCH ' � � � W/CLASS B RIP RAP SEE DETAIL 3 � -L- PT Sta. 18t7558 - - / �. � / ��D � `�-:�-1—�;����JD �'' k' � N 3� 05' 33g W ��'��- �" i_X,S����� R'"' END TIP PROJECT B-5997 END 1.5" RESURFACING -L- POC STA. 18 + 60.00 COLLAR AND EXTEND EXISTING 30" RCP PROJECT REFERENCE NO. SHEET NO. � CALYX B-5997 5 RW SHEET NO. a�5o'ruroN Roao ROADWAY DESIGN HYDRAULICS caavNcz�sa ENGWEER ENGMEER � vest.iviz CALYXengineerz.com NC Licanse M F-1333 ��vA� NAD ..� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BUFFER DRAWING SHEET 3 OF 5 DETAIL 1 TOE PROTECTION jNofio Scole� i F� �e( Nalural 3.�F`�S�oP� Ground 6 , i^� d d 1.0 Ft. b-2.0 Ft. Geotertile Type of Liner= 8 Ri�Rap OM STA.75-i-28 TO $TA.16+70 -L- LT � � �J �: � r'���„ r r�, i`,%i i � � END 1.5" RESURFACING � �����VOCABLE TR� � ��� -Y- POT STA.12+00.96 '-'-� 2405 PG ��. � -Y- POT Sta.10+00.00 RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 13+19 to 14+18 -L- 1@55' 21" Cored Slab X 740 512 1252 2 14+32 to 15+02 -L- 1@55' 21" Cored Slab X 989 572 1561 TOTALS*: 1729 1084 2813 0 0 0 0 0 NOTES Revised 2018 Feb