Loading...
HomeMy WebLinkAbout20170834 Ver 1_B-5715_Permit Drawings_20170531_20170706Highway North Carolina Department of Transportation ��`���, Stormwa�er ' f „<,,,.,,,,, Highway Stormwater Program ';�`�1 STORMWATER MANAGEMENT PLAN — = (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 45671.1.1 TIP No.: B-5715 County ies): Rockingham Page 1 of 1 General Project Information WBS Element: 45671.1.1 TIP Number: B-5715 Project Type: Bridge Replacement Date: 4/18/2017 NCDOT Contact: Matthew Lauffer, PE Contractor / Desi ner: David Fuh, PE Address: NCDOT Hydraulics Unit Address: ICA Engineering, Inc. 1590 Mail Services Unit 5121 Kingdom Way, Suite 100 Ralei h, NC 27560 Ralei h, NC 27607 Phone: 919 707-6703 Phone: 919 900-1612 Email: mslauffer ncdot. ov Email: david.fuh hdrinc.com City/Town: Summerfield Count ies : Rockin ham River Basin(s): Cape Fear CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Project Len th lin. miles or feet): 600 feet 0.114 miles Surrounding Land Use: Low Residential, Wooded Proposed Pro'ect Existin Site Project Built-Upon Area ac. 0.4 ac. 0.3 ac. Typical Cross Section Description: Witty Road (SR 2351): 2 paved lanes (total 22' wide), 6' shoulder on each side with 4' Witty Road (SR 2351): 2 paved lanes (total 20' wide), 6' unpaved shoulder on each paved (9' shoulder with guardrail). side. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 2300 Year: 2040 Existin : 2000 Year: 2016 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to replace Guilford County Bridge #17 on Witty Road (SR 2351) over Haw River. The existing structure (Description of Minimization of Water is a three span bridge (1 @41', 1@40', 1@41') and is a steel plank deck on I-Beams supported by reinforced concrete caps on steel and timber piles for the interior and end Quality Impacts) bents. The proposed structure is a three span (1@40', 1@55', 1@35'), 21" cored slab with 4' deep caps. This structure has been designed to have as little environmental and wetland impacts as possible. 2:1 roadway fill slope will be used in the wetland areas to minimize wetland impacts. There are no surface water impacts. Permanent drainage easement (PDE) will be set to have as little wetland impacts as possible. To avoid direct discharge of bridge storm water into the receiving water, deck drains are not required for the proposed bridge. Storm water impacts to the stream have been minimized by utilizing grated inlets and pipes to collect bridge storm water and use rip rap outlet protection at 13+50 LT to dissipate energy to provide a diffuse flow (non-erosive sheet flow) in a wooded area. This diffuse flow will run for a distance of 11'+/- in the wooded area before entering the buffer. For all four quadrants within the project limits, the roadway is fill section and runoff discharges as sheet flow off the pavement through grassed shoulder and fill slope or wooded area to remove pollutants via infiltration and settling before entering the wetland or buffer. At the SW quadrant, an existing roadside ditch outlets at 17+65 RT with a non-erosive outlet velocity. This diffuse flow runs for a distance of 160+/- before entering the wetland. This ditch will be retained. Due to the nature of low impact bridge replacement, the increases in stormwater discharges (post vs pre condition) are insignificant and the existing ditches do not need to be modified. Therefore, additional stormwater measures are not required. Waterbod Information Surface Water Body 1: Haw River NCDWR Stream Index No.: 16- 1 NCDWR Surface Water Classification for Water Body Primary Classification: Water Sup I V WS-V Supplemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: None Impairments: None Aquatic T&E S ecies? No Comments: NRTR Stream ID: Buffer Rules in Effect: Jordan Lake Project Includes Bridge Spannin Water Bod ? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No 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) \— � � � ., � V � � O V � " I ' . �� " I ' I : (�> I � \ (�) I'� " i ' I-I � � . �1 I'� (�)1. I \ . �� ll) I� I� I(�) \(�) I I-I I� i I-1 �\ .'� 1� ROCI�I1�lGHAM C�U1�lTY LOCATION: BRIDGE NO. 17 OVER HAW RIVER ON SR 2351 (WITTY ROAD) TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT 1 ere� arera eawa6r e�(� xa �� �e �V e�ie ll.U"q,DJ JLqp �L nme�rmvawebr xu we.mw.em umC�+%ox 45671.1.1 BRZ-2351 (002) P.E. PERMIT DRAWING SHEET 1 OF 7 GLI DESIGN DATA ADT 2016 2000 ADT 2040 = 2300 K = 12 % D = 75 % r = s �ro* V = 45 MPH * TTST =1% DUAL 2% SUB REGIONAL TIER LOCAL PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.089 MILES LENGTH STRUCTURE TIP PROJECT = 0.025 MILES TOTAL LENGTH TIP PROJECT = 0.114 MILES P�epare0 in the Office of Halch Moft MacDoiwle for w DIVISI0111 7 NORTH CAROL/NA DEPARTMENT OF TRANSPORTAT70N 2012 STANDARD SPECIF7CATlONS TIMR EORDANRPE LETTING DATE: DAVID FUH PE HYD/tAL'LICS ENGMEEX NCDOT CONTACT: TIM POWERS, PE OIVLSION BR[DGE PROGRAM MANAGGR ROADWAY DESIGN ENGINEER HI'DRAULICS ENGINEER PLANS PREPARED BY.• M PO Box 700 Fuquay-Varina, NC 27526 �919)552-2253 fV�OTT (919) 552-2254 (Faz) MACDONALD www.mmemacm� merims LICENSE NO. F-0669 I'�� I ICA ICA Engineering,lnc. 5121 Kingdom Way, s��fe ioo Raleigh, NC 27607 NC License No: F-0258 DETAIL A TOE PROTECTION NqTG IHo.io s�oial \o`�e� GRpG O� ti.�f`�S�oPe d Geotextile d •= 1 F. Type of Liner- Gloss B Ri�Rap -l- STA.16+00 TO 16+35 RT WETLAND AND SURFACE WATER IMPACTS PERMIT \ NA=B�NA 2� � � � / / � � � � \�� 1I � � � 'EIP I/ I I � � i� v�io i i� BEGII� PROJECT 8-57/5 �"o"-E ' —L— POT Sta. 11+50A0 E,�— � / CLASS B RIP RAP _ / BMIm ES�.2 TONS EST.7 SY GEOTEXTILE / / WOODS pD . .. .. .. .. .. .. .. .. .. .. .. .. . .. EIP Ti y � i--� �TO SPRII�G CREfK RD WOODS °DF — POT S%O. IO"fOOAO _ � — — � BEGIN se� �eti � � S P= — —��8— — — � � � i 45 LT & RT / � 0 � .ic `�\ �/je� � � �� / C � � e\ / � � � �� � . � t � � � � � �� � ', . / � � O � , RAVEN L. & CATHI JO BROEKER 100 0 50 100 SCALEe I"= 100' HORIZe � � � o00 � ' ,el' � � I �et z � � � �. \, � �� � � ���� ���� ���� � �//- PROIECT REFERENCE SHEET NO. \e I� � � � � � � � ROA'�NGIN�ERIIGNH� 17 ENGINEERS O�Jo� �U/ �t � 1� 2 DONALD R. & I HAZEL P. RUSSELL SPARTAN ENTERPRISE, INC. ! � � t � � , � � � � � / TOE PROTECTION \ � SEE DETAIL A \ � EST. @8 TONS RIP RAP � �M[a� EST. ?? SV GEOTEXTILE \ � � � � � E D PROJECT B-57/5 � — —ALB— — \ �i i —L— POC 57a.17+50A0 i � � � / � m Ex�A�AT�oN SITE 1 ' LIMITS � — � � — - ii��� � 7 �,�8\ z' � �N10� � // �C � WOODS � � � —�'LB'� � � 4 �<;0 � � � � \ � � � DE �* PDE P�E 1 _ — _ _ / � � \ � _�a � — — — W000s i — _ I G R PK � �OODS / //ec � / / p�',�` � � � � \ � %�S / � � � ti� � � —L— � � � � �� � � i I CLASS II RIP RAP � � Y' UP TO ELEV. 729.0 (TYP.) / � � (STRUCTUR�E PAY ITEM) � �� �--�me �� o , �EE ENL',ARGED � Q � AREA ��I �� \ SHEET 4 ro eoNN�e �N � MOiT MACDONAL� 18 E, LLC I LICENSE NO. i-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepare n t e otr��e or:' M ro ao. �oo M°�o�M `,"`"°vo °;'o°�omame��o, 1 IGA Eng�neering, Inc. Fr� I 1�� R'cle�gl+59NC�� 60J PERMIT DRAWING SHEET 2 OF 7 � � �—�— rvi �ra. iy-rw.vv )'�"89.�/'/ —L— PT 57a. l8t/2.32 O / CHARLES W. & EXISTING DITCH ENDS HERE / CAROLYN SUMMERS AND BECOMES DIFFUSE FLOW V10= 1.3 fps �NON-EROSIVE) / LEGEND EIP — EiP � DENWETLANIL�L IN 'X' 'K' 'x' 'x"% DENOTES MECHANIZED �7(� {{ �7�. .X. {E CLEARING 10 11 12 13 ✓��������� (STRUCTURE PAY �TEM� 14 15 16 17 18 IiI �60 �50 �40 �30 �20 710 DETAIL A TOE PROTECTION NqTG IHo.io s�oial \o`�e� GRpG O� ti.�f`�S�oPe d Geotextile d •= 1 F. WETLAND AND SURFACE WATER IMPACTS PERMIT \ �� { �f� Type ofLiner- Gloss B Ri�Rap � � NA��`iA 2��� :' i � ��� -1 STA. 16+00 TO 16+35 RT ��� _ I � � i � � I / � 2 � � / \\� K��1I �. / � \ � � 'EIP I, I I � q10= 0.3 cfs � /� .� � � V10= 13 fps ��.. / �NON-EROSIVE) � BEGIN PROJECT B 57/5 I� ' -L- POT Sta. 11+50A0 ., E,P � m i - - - - - - -�� , . ------ -` � r � m m` , .. . _—__ _ . . \ . __ — _ _ _ .. _ � .. CL455 B RIP RAP � . . _ � _ _ _ / . BMI m EST. 2 TONS EST.7 SY GEOTEXTILE `\� �_____ // E—r ��.. - _` _ _ WOODS /eDE = r � _-- _ . . ' . . PD �. � ... .l . .. .. .. .. .. .. .. .. ... .. ... ..._;.. . .. . .: . EIP� ': -- . . . . . � - - -- .. ' n w F J ...�eow \ - - - . . .. . ' _ _ . � ,� �TO SPR/I�G CREfK Ra � RO SR 2351 -L- � _ 20'BST _ _ ---_ __ — � . � .._� ...---._._.._._.��.—�� � ' - - - - - � . E%ISFI . . - 73�D-- ----�. � . .. . ..- � - _ ... .. _ ._ . � . ,�p�F , _ _ _ - �yoaos- � , � npF � . � — — — — . T BEGIN SBG �01 j � � ry Poe � ro , R �//- PROIECT REFERENCE SHEET NO. \e I� � � � � � � � ROA'�NGIN�ERIIGNH� 17 ENGINEERS O�Jo� �U/ �t � 1� 2 I DONALD R. & �. �, � i I � I � I \ \ � � � . HAZEL P. RUSSELL � ���,��A���,A , � I � � ��� � �� /�, / . I � , I I i . . � _ //i/ \ , I . . i / / ' / � / % J / � / / 1� I � SPAf7TAN �ENTERPRISE, IN¢.� � j/, ����� ' ��, � �i� � ��,I�. , ii�,i1� �. � ' � / � I / � � / � / � MOiT MACDONAL� I & E, LLC � � � � � / � . �, � �. " �� j � / LICENSE NO. i-0669 � �� � roe PeoTeciiON � - - - - i � � � � � / � . DOCUMENT NOT CONSIDERED FINAL � � �� �� ��' UNLESS ALL SIGNATURES COMPLETED � \ � SEE DETAIL'A� \ —� i i� i� / \ l EST 2z TOVJS RIP RAP \ � �-� - ' - ' , . � �Nka E51:. �? SV GEOTEXTILE � �. � � � '/ /' � � � Prepare in t e \ � � ' � � - otr��e or: M ` ro so. �oo � � \ E D PROJECT B-57/5 � - -n�a- - � _ 'M'a�o�M `,"`,"°mo °;o°�omames�o, �i � -L- POC Sta.17+50A0 i � , ;� ' % - _ 1z, K9 d "way F�� � �ca SITE 1 � i � , . g Noo o°a tXCAVASION � . � / -� -' � � c i �,,,a o: r �/IM`Ti.' f � ` e � � \ � '� i�`a ' � � / — '' / � VERTICAL SCAIE HORIZONTAL SCALE �� � ��� �4000s � � � � � � _ � / i I � ' ;�'T'f1l�4 �' �ip� z���T�l'p� z��� ' . I1` �\ �LB-�e � —__— �� �\�� .i/�e � /� /�tl� � �I� •�����I� ` /r � � \ � :.� P�E POE ' _ _ ' � PERMIT DRAWING :� i �v ' / � � ��' �',���%' SHEET 3 OF 7 — — � GLI$ �/ _ .. _ _ _ �— � _ . _ . . / / . � t:...'�-IY�V - n'•. � � �. � {w � ��R / / -- — PK NAIL . ��T � TO BONH�E lJ� � � i I � � RD SR � .� E '�O / I � � . . . �,�,��� :°:'^� '?�._r"z.—. .-(*, � �... ,_�., � xis c��R _ . . ._ ..-._.- _ . WOOD� //pOE � . � . . � .. . . � exiuiNa � . ,�t Fit �x. *' poE oircH ----- S P E-0� -L- POT Sta.19+00.� - _ — — — — . . � .. ..-1U-flr . . . � — ` _ i-45 LT & R7 /.. � . m 0 ' . ---- - � � �,� � /� �a , � \ ,S � �,�� \ J� � ��\ _ � � ��� . � � , � � ` � � e�\ �� , � W � ry � � \ , , - - / _ _ 1 � \ \ � -L- PC Sta.15�89.4/ - - - - - -' ! � � \ -L- PT �a. l8t/2.32 �- �. � � ��� � ; � y � / �� ' -� �-� ," � . � / � � a� � 3 �� /J � - • �VOOG` \ I � � CLASS II RIP RAP � � / 1�� '� '� `� �� UP TO ELEV.729.0�(TYP.) � / � CHARLO. & EXISTING DITCH ENDS HERE � f �', � � ` � / AND BECOMES DIFFUSE FLOW � � � � � � \ ;� K\ y � �,�, � / � � (STRUCTUR�E �PAY ITEM) � � �� CAROLYN SUMMERS �, � V10- 1.3 fps (NON-EROSIVE) � �� � , , ` " GED � � � � i �P — t ��� � ,e,z �, i -�ma ' i / LEGEND � � � � �� %- �EE ENL',AR � . RAVEN L. & CATHI JO BROEKER ' \�� � � � � � - ' � � . E DENOTES FILL IN IOO O � � � * � � � '— � �� AREA � I I� , �� v � �� EtP � WET�ND Q N � \ � ��-� \ � � � \ � � . � 'X"K"x"x"% DENOTES MECHANIZED � r � � I — � � � � SHEET 4 � � � , i ` � — ] , � 1 � \ '. . � � _ -0f dF 3E iE iE CLEARING iI-� Q�Q . .. 1 � �, � \ \\� � � \ �1 I`' ` \ g'. . _ _. 50 100 ���� ����� ��� � ' ; ', � �` � � `````� � � � � `��� � - ` � ,�. � SCALEe I"= 100' HORIZe � �� ; ! � ' � ' � � � `, �` � '� � � � '� ; _ _ �]��� 1� ��Q � ��., � � �� � � � ✓��������� (STRUCTURE PAY �TEM� 10 11 12 13 14 15 16 17 18 IiI �60 �50 �40 �30 �20 710 L Q10 = 0.3 cfs V10 = 1.3 fps (NON—EROSIVE) WETLAND AND SURFACE WATER IMPACTS PERMIT I � ��V � r N O . N �\ m,� �`l m I m O SITE 1 m m �I I � / -B� 5 ���� � � � � �, � , / � � P E PD PDE ��� � PDE ��% ��� NAD 8�NA 2� � PDE � _ F ' �'�: � _ ----- - � <� �-- ------ , � / � PDE PD - N �ti �ti � � . � � � , � - 00 �'� � , � ;� 30 0 15 30 SCALEe I"= 30' HORIZe � I � � m r -- -Z- -- Z- � � � � �� � � - � _ --� � �' c�" ��� � -- i � LEGEND �C \ � DENOTES FILL IN W ETLAN D �E �iE� �E �E DENOTES MECHANIZED �i �. .�. .�..� CLEARING L Q10 = 0.3 cfs WETLAND AND SURFACE WATER IMPACTS PERMIT V10 = 1.3 fps (NON—EROSIVE) ���� , � r N O c� � ,� � � � , c9 � ,v I ,v O ,� � �, m,,, � � � m; m� S��ITE 1 m � ���� � m � � , , _ � —,� , � � �� � � �� _B�- 5 ��'`�� � ' � _ � � � � '-�v�o�s� � _ � �� , �� � � � � ���� ��� P E PD PDE . ��� � PDE , PDE � ' � � �� ;�� , ,, , �,- �� � �;�� � - � -- -_- -_-__ � � — — , , �, � _ . . � -- � ___ � , , � --� - _ _ � _ � _-- _ -- J =-_- ------ c /�i � r - / i � --- -- - - - �, -- — — -- - - - m , � -" � � ��,� � 1- � _ _ ,�— — ----Z� —�—_ ..Z . - --- --- TB 2 G I -- --� _, _ ` I i — , , � r i , ! ��% ��� NAD 8�NA 2� TB ZGI — — — — — < < �- — —�--- — — � , �- ; � - � , �_ , , � , �v � , , � � _-��� �'�r � �� --- ------ � �� � � � �� �. ,� F � ,.,��, i � ( - ,� � � � � : �, � � � — — / PDE PD ,� ; E E � ,�r' / � � LEGEND � � Q' \ -,�' ,�� L �,�1 � \ ,,% � �, / �--•�; � � -�"` � DENOTES FILL IN I �- � ,Cj > = / � ,/ � �'-' `�,, \ WETLAND � '� I - � ` / � � ��^ �E �iE� �E �E DENOTES MECHANIZED � �� � �, �i �. .�. .�..� CLEARING � 30 0 �����`��� ][�IC�A��T ��IE�V 15 30 ���� � SCALEe I"= 30' HORIZe WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. 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 FROM 13+13 TO 15+84 -L- 3 SPAN 21" CORED SLAB 0.01 0.04 TOTALS*: 0.01 0.04 0.00 0.00 0 0 0 *Rounded totals are sum of actual impacts NOTES: September 2014 \— � � � ., � V � � O V � " I ' . �� " I ' I : (�> I � \ (�) I'� " i ' I-I � � . �1 I'� (�)1. I \ . �� ll) I� I� I(�) \(�) I I-I I� i I-1 �\ .'� 1� ROCI�I1�lGHAM C�U1�lTY LOCATION: BRIDGE NO. 17 OVER HAW RIVER ON SR 2351 (WITTY ROAD) TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE BUFFER IMPACTS PERMIT 1 ere� arera eawa6r e�(� xa �� �e �V e�ie ll.U"q,DJ JLqp �L nme�rmvawebr xu we.mw.em umC�+%ox 45671.1.1 BRZ-2351 (002) P.E. PERMIT DRAWING SHEET 1 OF 7 GLI DESIGN DATA ADT 2016 2000 ADT 2040 = 2300 K = 12 % D = 75 % r = s �ro* V = 45 MPH * TTST =1% DUAL 2% SUB REGIONAL TIER LOCAL PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.089 MILES LENGTH STRUCTURE TIP PROJECT = 0.025 MILES TOTAL LENGTH TIP PROJECT = 0.114 MILES P�epare0 in the Office of Halch Moft MacDoiwle for w DIVISI0111 7 NORTH CAROL/NA DEPARTMENT OF TRANSPORTAT70N 2012 STANDARD SPECIF7CATlONS TIMR EORDANRPE LETTING DATE: DAVID FUH PE HYD/tAL'LICS ENGMEEX NCDOT CONTACT: TIM POWERS, PE OIVLSION BR[DGE PROGRAM MANAGGR ROADWAY DESIGN ENGINEER HI'DRAULICS ENGINEER PLANS PREPARED BY.• M PO Box 700 Fuquay-Varina, NC 27526 �919)552-2253 fV�OTT (919) 552-2254 (Faz) MACDONALD www.mmemacm� merims LICENSE NO. F-0669 I'�� I ICA ICA Engineering,lnc. 5121 Kingdom Way, s��fe ioo Raleigh, NC 27607 NC License No: F-0258 DETAIL A TOE PROTECTION NqTG IHo.io s�oial \o`�e� GRpG O� ti.�f`�S�oPe d Geotextile d •= 1 F. Type of Liner- Gloss B Ri�Rap -l- STA.16+00 TO 16+35 RT BUFFER IMPACTS PERMIT \ NA=B�NA 2� 11 c \�� , � 1 'EIP I, I wiu= V10= 1 'Gll� PROJECT 8-57/5 woN-e — POT Sta. 11+50A0 E,�— � / CLASS B RIP RAP _ / BMIm EST.2 TONS EST.7 SY GEOTEXTILE / / WOODS pD . .. .. .. .. .. .. .. .. .. .. .. .. . .. EIP Ti y � i--� �TO SPRII�G CREfK RD WOODS � ��\�� — POT S%O. IO"fOOAO _ � — — � BEGIN se� �eti' � — —��8— — — � � � i 45 LT & RT / � e � � � '�� ���a, � � �, � < � * °� � � � � �� � . � t � � � .. �i � �. / � � � O � , RAVEN L. & CATHI JO BROEKER lo0 0 50 100 SCALEe I"= 100' HORIZe � � � OOD \ �el� } � I �et z � � � �. \, � \ } � \ ����' ���� ���� ���� ���� � �//- PROIECT REFERENCE SHEET NO. \e I� � � � � � � � ROA'�NGIN�ERIIGNH� 17 ENGINEERS O�Jo� �U/ �t � 1� 2 DONALD R. & I HAZEL P. RUSSELL SPARTAN ENTERPRISE, INC. ! � � t � � � � / � �� � i � / TOE PROTECTION � \ � EST. DBTTONS RIP RAP \ � �M[a� EST. ?? SV GEOTEXTILE \ � � � � � E D PROJECT B-57/5 � — —ALB— — \ �i i —L— POC 57a.17+50A0 i � � � / � r �M�TSAT'oN SITE 1 _ _ _' � ���� �, �w�a� � I � �x�a� � � — 's � WOODS � � — � 0/ v��a\ /'� i' �r: � � � � � � � � 'DE PDE P�E 1 _ _ ��__ � � ----- / � — —+ha / p000s ETF �::;�' / - _"_____"_:.. . . " I G R PK � ___- „ � �:. � � . _ _ - . � .,�-� I�OODS / � jec p' \ �w�� � � / .-Ppf � PDE P E� � i �. � , � � �'S � � .� ti� � � —L— � � � � �� � � i I CLASS II RIP RAP � � Y' UP TO ELEV. 729.0 (TYP.) / � � (STRUCTUR�E PAY ITEM) � �� �--�me �� o , �EE ENL',ARGED � Q � AREA ��I �� \ SHEET 4 ro eoNN�e �N � \ I \—L— rl// d �V i+89.4/ —L— PT 57a. l8t/2.32 O CHARLES W. & EXISTING DITCH ENDS HERE CAROLYN SUMMERS AND BECOMES DIFFUSE FLOW V10= 1.3 fps �NON-EROSIVE) / EIP — EiP MOiT MACDONAL� 18 E, LLC I LICENSE NO. i-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepare n t e otr��e or:' M v0 aox �00 M°�o�M `,"`"°vo °;'o°�omame��o, 1 IGA Eng�neering, Inc. Fr� I 1�� R'cle�g1+59NC�� 60J PERMIT DRAWING SHEET 2 OF 7 LEGEND _eZ �_ RIPARIAN BUFFER ZONE 1 (30') —gZ p— RIPARIAN BUFFER ZONE 2 (20') ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 (BRIDGE) � ALLOWABLE IMPACTS ZONE 1 �ROAD CROSSING) � ALLOWABLE IMPACTS ZONE 2 �ROAD CROSSING) � MITIGABLE IMPACTS ZONE 2 (PARALLEL) ETF E%IS71NG FACILITYORTATION 10 11 12 13 ✓��������� (STRUCTURE PAY �TEM� 14 15 16 17 18 IiI �60 �50 �40 �30 �20 710 DETAIL A TOE PROTECTION NqTG IHo.io s�oial \o`�e� GRpG O� ti.�f`�S�oPe d Geotextile d •= 1 F. Type of Liner- Gloss B Ri�Rap -1 STA.16+00 TO 16+35 RT BUFFER IMPACTS PERMIT \ �, � I� � \ NA=B�NA 2� � I � 011 I I ��\ .. \���11�.EIP I, I � qio= V10= =GIN PROJECT B 57/5 INON = POT Sta. 11+50A0 , E,�— � _ _ _ - .. . . - __ -. . - . _-__- � � / - . .. - � - � � - - - - � ... � CL455 B RIP RAP � � - -- ---- � .. . . / .. EST.2 TONS _ _ � � � _ _ � BMI m EST. 7 SY GEOTEXTILE ` \ � _ _ - _ _ / / / WOODS /P�E ` -- _ . EIPC� � ... .r . .. .. .. .. .. .. .. .. . .. . .. ... _,.. .. P — 0 �____ .. '� TI R/ =—� . ` \ � � _ _ _ . . .. / � ,� �TO SPR/I�G CREfK Ra � RO SR 2351 -L- � _ 20'BST _ _ —_ - - _ — _ � . � .._� ...---._._.._._.��.—�� - - - � . E%ISFI -- ---- �" �. . �73�D-- ----. . . . .. . ..- . - .. ... � �- - - ooF -. '\. '�cc � ��' ` m � / ��� � �� ��� � m � �//- PROIECT REFERENCE SHEET NO. \e I� � � � � � � � ROA'�NGIN�ERIIGNH� 17 ENGINEERS O�Jo� �U/ �t � 1� 2 DONALD R. & � � � � i I � I � I V \ . � � HAZEL P. RUSSELL �� � ���,��A���,A , � . � . ��, II� � � �i . � /�, . / � i �i� '//i/ . . . \ �� / � / % 1� I � SPAf7TAN �ENTERPRISE, IN¢.� � j/, ����� ' (\ _ � �. / � � / '. � I�� I� �� � / / /� /� �/ i � i/ .. \ - --- -� / � / � " - � � � . / � / ,. MOiTLMANDONOLOi I0669� LLC � \ � � / / / / �� � roe Peo eciiON � -- - i�� � ��/ DOCUMENTNOTCONSIDEREDFINAL � � �� �� ��' UNLESS ALL SIGNATURES COMPLETED � � � see oernjua � - � _ , � � � �� � \ l EST 2z TOVJS RIP RAP \ � ...��' �' �/,. �i'� - Prepare in t e �A �\ � �w�a� � E51:,?? Sv GEOTEXTILE � . - � . OHice of: 1�1 po aox�oo � � �1 . � / .. � rypTT � Fu��om „orna NC 3'l536 � � � E D PROJECT B-57/5 � - -n�a- - � `°�""'° `�^��me.`�' �i � -L- POC Sta.17+50A0 i � � � � , _ � 9 ,��s ��� I � ,=� � sn K� e m war; F�� � �ca SITE 1 � i_ , �� — � g� �Noo o°a cxrqVASipN - •� �.' `�T�.� J � � � I ���a � � � / - '' /' ' ' VERTICAL SCAIE �a . Wis� \ . . � 'x \' VYOODS . � ._ . . / _ _ .,� e/ ' /� / ���l� �ll �Q �, �P, � . � —YILB\ \ � � / �' /'N i � I�,% ��� DE _� _ PDE P�E 1 � — �/ � ./ i .. / / � . � i � PERMIT DRAWING �' ' `� � � � �'�� ''�'� SHEET 3 OF 7 i / �� � _ _wa _ _ -'N000s" ��%�i F i � . ' ' .. .. - . . G R . .. . � j . / . � � y�{r �.. � � / � � — PK NAIL . ��T --- -- TO BONH/E LV l l I � � RD SR � .� E '�O / I � _ ` — '� � ' : . . . „^ "�,._,-�'z. = . ,-�., � � . _ � xis c� � , . �y � _pOE�"'rS� . . . �... _ _ . ._ ...____ � . . � - - / ... �oDos- � � � � � \ � ��\��EUj� e�� ;p�,.�"�— — Po-�' — —� e� \ . �oircTHN6 � -. -- ---_ -L- P�T �S%O.IO"f{%�.�l� _ _-� BEGIN SBG ietj ,.-�, � . � . � - - � � � : � P E-0�`° L POT 5 �� � _ _ ao � , -� .-'..-1U-flr -' ' . _ _ . � - ` . i- 45 LT & R7 . � e o � . l • \ . . - - _ - - � � �,� � /� ��a , � � \ S � �, � .� �` . . \\ � � ��� � - - - � * e� \ � � , � " " � ti � � -L- PC Sta.15�89.4/ __�' ---< � �� � � � - - - - - —' � � � l � y � � % -L PT �o. l8t/2.32 �� ���. � � � � ` ', . � i � � � � 3 � - • �VOOG` \ I � � CLASS II RIP RAP � � 1�� '� '� `� �� UP TO ELEV.729.0�(TYP.) � / � CHARLO. & EXISTING DITCH ENDS HERE � ', � � ` � / �� AND BECOMES DIFFUSE FLOW � - -�� � � \ � ;� K\ y � �',�, � / � � (STRUCTUR�E �PAY ITEM) � �� �� CAROLYN SUMMERS � V10- 1.3 fps (NON-EROSIVE) / ' / � L � �07. z m+ � � ��%lB .��� � O � , � � \\ % � �% �EE ENL',ARGED , I E�P . RAVEN L. & CATHI JO BROEKER ' -" I � 100 0 � � � *`- �� � i '— � ``� AREA ��I ', � ', �� �'� � � �� E�P Q - � \ 50 100 SCALEe I"= 100' HORIZe . i � f-o li J 1 � � � - �� � SHEET 4 _—� J � � � I \ \ \ . � � � � \ � � � � /�-� QOQ . .. 1 � 1 \� \ \ � � � .., 1 I �1 \ _ �__ i ���� /��n/� . 1 \ \ \ � l � l \ '9 _ ___ Zoo � i 1 � \\ � � \ \ \ � � \�\ -_ � ��� � I f � � A � A A � �, � � \��. ��� � - V���: � �UQ �'�../ ' . � . \ �' \ � .. �� .. LEGEND _eZ �_ RIPARIAN BUFFER ZONE 1 (30') —gZ p— RIPARIAN BUFFER ZONE 2 (20') ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 (BRIDGE) � ALLOWABLE IMPACTS ZONE 1 �ROAD CROSSING) � ALLOWABLE IMPACTS ZONE 2 �ROAD CROSSING) � MITIGABLE IMPACTS ZONE 2 (PARALLEL) ETF E%IS71NG FACILITYORTATION ✓��������� (STRUCTURE PAY �TEM� 10 11 12 13 14 15 16 17 18 19 �60 �50 �40 �30 �20 710 , D : � �, Q10 = 0.3 cfs V10 = 1.3 fps (NON—EROSIVE) N m BUFFER IMPACTS PERMIT pDE / � ���� � / ___ _ �� �� x �----- ETF �U-350 � U-350 ` ETF , , ��������\ / //// ; \ ��\� //////// �T � �\ � /////////// � � / a,�' �~� / � � �� � �S � � //.� , / 30 0 15 30 SCALEe I"= 30' HORIZe �� � ����� NAD 83✓NA� 11 N I N � \ m; m� S ITE 1 � i � ���� � � � , � � I / DE _ _ `_ PDE �� . �', �. / ; i � � 1 ` � �ti � � � ETF ' F� / / �� — — —/ ETF _ _ — � ���B � / � PDE PDE � � � LEGEND _BZ �_ RIPARIAN BUFFER ZONE 1 (30') —gZ 2— RIPARIAN BUFFER ZONE 2 (20') � ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 (BRIDGE) �j/// ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) \\\\\ ALLOWABLE IMPACTS ZONE 2 � (ROAD CROSSING) � MITIGABLE IMPACTS ZONE 2 (PARALLEL) ETF EXISTING TRANSPORTAION FACI LITY �1 �1 Q10 = 0.3 cfs V10 = 1.3 fps (NON—EROSIVE) N m BUFFER IMPACTS PERMIT pDE / � ���� ' h / �� �� �---- ETF �U-350 � E U-350 �.. ��s� i�- r� �, : ETF , — ������ � �� ������� riiiiiii � �\ � /////////// � /; 1 � ,� �/ / ~ ~ � \ / � � � � �� � , I 7� S �/ � �� , � � � �� � � � ' / I �0. �� l / .L � I 30 0 15 30 SCALEe I"= 30' HORIZe �� � ����� NAD 83✓NA� 11 N � N � \ m; m� S ITE 1 � ' � —:_ � /�L� � �� � � ' ��-�0c��� , , � I � / / DE _ _ `_ PDE ��� / , ��, � ��—� � ` _—— —_ — -- � k�� — — ,� ETF _ -- --- � -_ -- F � �- . ,� -: :��' - - ; ���s��`��� ][�IC�A��T ��IE�V ����s � � �,�� ---�- -- _ __ _ __ �/� � ETF -- '- � �� � w�e � c — —\�'--- / PDE PDE � � ,- ��� ��- � � � LEGEND _BZ �_ RIPARIAN BUFFER ZONE 1 (30') —gZ 2— RIPARIAN BUFFER ZONE 2 (20') � ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 (BRIDGE) �j/// ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) \\\\\ ALLOWABLE IMPACTS ZONE 2 � (ROAD CROSSING) � MITIGABLE IMPACTS ZONE 2 (PARALLEL) ETF EXISTING TRANSPORTAION FACI LITY BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 3 SPAN 21" CORED SLAB -L- 13+18 to 15+17 X 4631 962 5593 X 761 1052 1813 -L- 12+94 to 13+42 X 410 410 TOTAL: 5392 2014 7406 0 410 410 Rev.Jan 2009 v v "' M � � ��.�.a0� ro��cn �—rZ�=� =�a�m � �zn x�o� z���� 0 �nDn �� �' o ' z : T Z 3� m� � � _ _ m p � � n = O � o ,7 D � , � v ~ a n H � � N � Z � � � 0 � HEET 1 Of 1 Zoo.o2 vnnano�.c " e CLEARING LIMITS R/W ,�r\ EE PLANS .-� �r � CLEARING LIMITS E� �E � _1E E E � � f� R1W ~ � C — — — —C .._.. � � � � � SLOPE STAKE IINE � �E.O. P. R11N �� ~ � � C� ' � — -- — — � _ F _. R/w � � SLOPE STAKE LINE F, I� B L E.O.P. ��- d — ----� �'—D—�—p—a—� � � T`� �----F---- ��F � f— E r \�� E� ~~��� 1�� � �Iw E � j/" R�w O'� � 1 E CLEARING LIM2TS ��� � _'� /� � � � F �rE -�' + O'� f �' .--��.� CLEARING LIMTTS A �� � . CLEARING LIMITS � �• .�• �• s, g . • . D � �_ GENERAL NOTES: C � 1. REMOVE TREES OUTSI�E THE CLEARING LIMIT WHEN, IN THE OPINION OF THE EPIf�INEER, THE UTILITY OF A TREE WILL 8E DESTROYED BY THE CONSTRUCTION OR THE CLEARING OPERATION. 2. Cl.EAR IN ACCOR�ANCE WITH THIS STAN�ARD EXCEPT WHERE ADDITIQNAL CLEARING I5 REQUIRED FOR SAFETY AS SHOWh ON THE PLANS. 3. F4R SECTIONS WITH WIDE MEDIANS WHERE TREES ARE TO REMAIN, CLEAR THE MEDIAN $IDE IN THE SAME MAfVNER A5 ON THE OUTSIDE. CLEAR TO SI.OPE STAKE LINE OR CONSTRUCTION LIA�ITS SLQPE SiAKE POINF � SLOPE STAKE YOINT � � PAR'� S�CTION D-D CONST. LIMIT LATERAL DITCH, CHECK nAM, SILT BASIN, SILT DETCH, — , TEMPpRARY �IVERS16N - CONST. LIMIT � � t• ` ••• .�� � SLOPE STAKE P4INT� PART SECTION C-C .�, � : •.;'� TEMPOpARY $ILT ' ' FENCE � .� I �• • I SLOPE STAKE POENT� PAitT SEC7ION B-B CONST. LI SLOPE STAKE POINT SECTIOPI A-A CONST. LIMIT : Z o� � } Q Q HOC�U LL J � �--� Z 00�2 � Z QU�O� ri�~o"' p�OcjQ z H °C �� a'-' �o i � O � � Z Z 1-i ~ � W � � J o v � o� o � o z � 2 H � � � � {1) H '-' W J � � Z W HEET 1 OF 1 Zoo.o2