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HomeMy WebLinkAbout20160212 Ver 4_02_U-5828_Buffer_permits_2018-06-18_20180703•� � 0 N \ � � See Sheet �-A For I ndex of Sheets See Sheet �-B For Conventi onal Plan Sheet Symbols NCDOT CONTACT: MIKE KNEIS DIVISION 5, PROJECT (919) 220-4600 SITE I MANAGER �I �IORRISV ILLE ����� � � ��� ��� ���� AIL� W ���� ���� o �TY U LOCATI011t: SR 3127 (MCCRIMM01� PARI�WAY) FR�M SR 3015 BO ULE T�ARD) TO SR 1002 (A VIA TI01� l'ARKWA Y), SO UTHPOR T SR 1002 (A T�IA TI01� PARKWA Y), A1�D SR 3084 (E T�A1�S R DAD) (AIRPOR T DRI T�E, TYPE OF WORI�: GRADII�G, DRAII�AGE, PA VI1�G, SIG1�I1�G, SIGI�ALS, LA1�lDSCAPl1�G, WATER, REUSE WATER, SEWER, A1�lD PA VEME11lT MARKII�GS BEG/N T/P PROJECT U-5828 BEG/N CONSTRUCTION SR-3127 (MCCRIMMON PKWY) -L- Sta. 53 + 66.58 B UFFER PERMI T PA CI�A GE Ep$TIWEST CONNE�T�R . BEGIN CONSTRUCT/ON SOUTHPORT DR 19 +45.00 -Yt�- sta. .�l+uu.uu BEG/N CONSTRUCT/ON SR-1002 (AVIATION PK -Y8- Sta, 16 + 00.00 ����������� ����� IID� N�'1C Lr�]C F�It C�i9NS°Il'&B�CTC°Il'd�➢N BUFFER DRAWING SHEET 1 OF 12 ES ON � P� TIP PROJECT U-5828 END CONSTRUCT/ON SR-3084 (EVANS RD) -L- Sta. 143 + 50. 00 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD ll. TH/S PROJECT IS W/TH/N THE MUNICIPAL BOUNDARIES OF THE TOWN OF MORRISV/LLE. DESIGI� DATA ■ HYDRAULICS E11tGI11tEER DIVISI01� OF HIGHWAYS GRAPHIC SCALES PROJECT LE11tGTH PLAIVS PREPARED FOR Ki m I e>>> H o r n STATE OF 1�ORTH CAROLIII�A ADT 2014 = 6,100 VPD , 1 a.o 20 o a.o so ADT 2040 = 10 800 VPD THE 1VCDOT BY. �C � 2��5 Post Office Box 33068 / Raleigh, Norfh Carolina 27636 DHV = 55% LENGTH ROADWAY TIP PROJECT U-5828 = 1.70 MILES N� License #F_a,o2 ��� �� �0�� ����� PLANS p = 8% 2012 STANDARD SPECIFICATIONS � Q� a.o Zo 0 4o so T= 3% * TOTAL LENGTH TIP PROJECT U-5828 = 1.70 MILES SIGNATURE: PE � � V— 5 0 m p h R I G H T O F W A Y D A T E: M A T T H E W W E S T, P E ��, �� PROFILE (HORIZONTAL) DESIGN EXCEPTION: XX� PROJECT ENGINEER ROADWAY DESIG11l �Cr��� ���� � 0 5 0 � 0 2 o I�VA E11tGl11lEER �� p����� FUNCTIONAL CLASSIFICATION: LETTI11lG DATE: ERI11I THOMPS0IV, P.E. PROFILE (VERTICALj URBAN ARTERIAL �� PROJECT DESIG11i E1IZGINEER *(TTST 1% + D UAL 2%� P.E. P.E. SIGNATURE: STATE HIGHWAY DESIGN ENGINEER c � � � � O 0 0 N O I N a� � � � i � a�i � � m � 0 a�i � 0 L .j C W � � � L N � i U � O L � Z � c 0 � � � -C � O 3 � 0 � 0 � .� v � i O O � 0 N O i 0 s� � O O � I J Q � � D ETAI L 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) t Fill o p Gaou d F4f}� r ���'c'�ei Slo e d D Type of Liner= PSRM Min. D = 1.0 Ft. Max. d = 1.0 Ft. FROM STA. 107 + 50 TO STA. 108 + 00 -L- (LT) DETAIL 6 TOE PROTECTION ( Not to Scale) NATURAL GROUND � d = 1.0 Ft. b = 2.0 Ft. Type of Liner= PSRM Cl FILL SLOPE FROM STA. 64 + 50 TO STA. 66 + 75 -L- (LT) FROM STA. 105 + 30 TO STA. 106 + 50 -L- (LT) Pipe or Ditch Outlet A � Square Prefoi Scour Hole (F (Rip Rap in basin not shown for clari INFLOW DETAIL 2 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Fill Slope ..,,.,...— ,.., Ft. FROM STA. 56 + 00 TO STA. 56 + 50 -L- (RT) FROM STA. 56 + 50 TO STA. 59 + 00 -L- (RT) FROM STA. 62 + 50 TO STA. 65 + 85 -L- (RT) FROM STA. 65 + 85 TO STA. 67 + 00 -L- (RT) FROM STA. 77 + 50 TO STA. 78 + 70 -L- (RT) FROM STA. 78 + 70 TO STA. 81 + 00 -L- (RT) FROM STA. 101 + 00 TO STA. 105 + 00 -L- (RT) FROM STA. 101 +85 TO STA. 102 +25 -L- (LT) FROM STA. 103 + 00 TO STA. 105 + 00 -L- (LT) FROM STA. 106 + 50 TO STA. 107 + 50 -L- (LT) FROM STA. 108 + 00 TO STA. 109 + 00 -L- (LT) FROM STA. 120 + 00 TO STA. 121 + 87 -L- (LT) FROM STA. 131 + 50 TO STA. 134 + 00 -L- (LT) FROM STA. 23 + 00 TO STA. 24 + 00 -Y7- (RT) FROM STA. 22 + 00 -Y7- (LT) TO STA. 116 + 00 -L- (LTj FROM STA. 19 + 00 -Y8- (RT) TO STA. 129 + 60 -L- (LT) DETAIL 8 PREFORMED SCOUR HOLE *NOT TO SCALE n� ♦►� �nr�u SECTION A-A PIPE (d = , 15" OR 18") LINER: CLASS B RIPRAP (1' DEPTH) WITH GEOTEXTILE —D PSRM � _ B� � MIN. 1' TUCK STA. 70 + 00 -L- (LT) INSTALL LEVEL AND FLUSH WITH NATURAL GROUND A B = 4.0 ft D= 1.5 ft W = 4.0 ft � DETAIL 3 BERM 'V' DITCH ( Not to Scale) � � Natural Ground �'• 1 � D 3' o RDWY % j O�„ Min. D= 1.0 Ft. � b = 5.0 Ft. � FROM STA. 59 + 00 TO STA. 60 + 00 -L- (Rl� FROM STA. 70 + 50 TO STA. 74 + 50 -L- (RT) FROM STA. 89 + 50 TO STA. 90 + 50 -L- (LT) FROM STA. 90 + 50 TO STA. 95 + 00 -L- (LT) FROM STA. 109 + 00 TO STA. 111 + 00 -L- (LT) FROM STA. 111 + 00 TO STA. 112 + 12 -L- (LT) FROM STA. 112 + 12 TO STA. 112 + 50 -L- (LT) FROM STA. 118 + 00 TO STA. 120 + 00 -L- (LT) FROM STA. 125 + 00 TO STA. 129 + 00 -L- (LT) DETAIL 7 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �•� �,•.� Ground d � Geotextile � g Min. D= 2.0 Ft. *When 6 is < 6.0' Slope = 0.5% Type of Liner= Class I Max. d = 1.0 Ft. B = 3.5 Ft. FROM STA. 105 + 35 TO STA. 105 + 42 -L- (RT) D ETAI L 9 PIPE INLET CHANNEL ( Not to Scale) Proposed Pipe Natural Ground < Geotextile — Jurisdictional Stream Type of Liner= Class I Ri Natural Ground — Class I Rip Rap Class 'B' Rip Rap Class B Ri STA. 105 + 10 -L- (LT) DETAIL 10 PIPE OUTLET CHANNEL ( Not to Scale) Proposed Pipe Natural Ground < Geotextile — Jurisdictional Stream Type of Liner= Class I Ri Natural Ground — Class I Rip Rap Class 'B' Rip Rap Class B Ri STA. 69 + 30 -L- (LT) STA. 78 + 2 8 -L- (LT) STA. 105 + 00 TO 105 + 50 -L- (RT) STA. 115 + 07 -L- (RT) DETAIL 11 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural Ground ?• Type of Liner= PSRM .� � Fill ��a�'ce� Slope Min. D = 2.0 Ft. Max. d = 1.5 Ft. B = 2.5 Ft. FROM STA. 26 + 50 TO STA. 29 + 00 -Y8- (RT) Natural Ground Geotextile � Min. D = 1.0 Ft. b = 5.0 Ft. DETAIL 4 BERM 'V' DITCH ( Not to Scale) � � � D 3� �� :f7�^�'1 FROM STA. 129 + 00 TO STA. 129 + 50 -L- (LT) DETAIL 12 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 0'� Fill Ground 3.� p ��'�a,��e< Slope F � Min. D = 1.0 Ft. B = 2.0 Ft. FROM STA. 136 + 50 TO STA. 138 + 07 -L- (LT) DETAIL 13 SPECIAL LATERAL 'V' DITCH ( Not to Scale) I� d Geotextile Type of Liner= Class 'B' Rip—Rap F�ii Slope Min. D = 2.0 Ft. Max. d = 1.5 Ft. FROM STA. 129 + 50 TO STA. 129 + 60 -L- (LT) DETAIL 5 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) _� NATURAL GROUND \'% „.'� � — FROM STA. 87 + 95 TO STA. 90 + 50 -L- (RT) BUFFER DRAWING SHEET 2 OF 12 � 0 N \ \ � � 0 N \ \ � � 0 N \ \ � � 0 N \ \ � •� �I W _ � � O O O O + O � � � I J I 3UFFER DRAWING SHEET 7 OF 12 '�1 ,�� � PERMANE�YT IMPACTS ZONE 2 O I J I ;. �° V 1 1 L Lr � 0 N \ \ � � 0 N \ � — �\II � II�� >>> nur � i RNV SHEET NO. � 1 � ROADWAY DESIGN HYDRAULICS _ `-'�J _- � I i __ � P.O. BOX 33068 ENGINEER ENGINEER � / � - � RALEIGH, N.C. 27636-3068 � / / � I 1 , , \ RIGHT-OF-WAY REV. � � - � / - �� � �� � � � � � � � 1 /` � \ CONST. REV. 1 .. r , , , � ���. -- - � , � � � � � � � � � � � �'� / � � I� � � � � � � � r - � � / A � ` � � i I f � \ / � , _ , /�� ��� '�, � � �� � I � ��, �� , � � `� `�. i' � � � ,��� � _/ -- � ' � �� � � I � � �� I _ � � _ ; � , , , , / T � - �. c�� \ � � ,, � � � _ � , _ � � - � � � / ��`� y � � _ � � I l/� �� �� '� _ � I ���Z , , � . . � . ; _, ' � ` \ ` � / I ` .� �, J ` i _ - - � � � ; \ � \ b'/�// , ; , , I , � I 1 ; , �8 � � 1 ; � � I � � ''� � � � �� � � -� �� � 1 '� ' I � � � � � � � �,� � � � � � Ob' � _, ;� � \ \ � � � ) I \ � � � - /v DOCUMENT NOT CONSIDERED FINAL � _ � 1 ; ,,, � / � � `� � � , '�,i I , �� I � � / ; ;' � � � '�, �,��-�', � I ', � � 1 � UNLESS ALL SIGNATURES COMPLETE � � � _ ;�� i � � � � � ,� � � � � � � I � \ \ � � �. � \ \ / `- � %� � i � � m,� \ � I � / ' � i .^ _ � j � � '' BUFFER DRAWING � ; , I , I \ � I ' � � ` �, ' \ �-� / � _ I� � 1; � li.. � / � 1 1 � � SHEET 8 OF 12 I , � I ' ' ' ' ' � � _ >� � � � ' � , - - i ; 1 � � � '� � � �� � - - � �' � - � � � � ' ' ' / � " \ � ' I � . i I � � � � - --- _ , � � � � ��-- ; � �� ,_ � I m r �,� � - � � / �'" / -- � , � 1 m ' � I � � - _ - � � � ���� � _ - --- ��, � \ � � - � � � � �i , � � � � - - � �- ` � � ' � �, ��i � _ �`�'i _ _ � � - ; � I ���T�� _ _ � � �,, � � i / � � - I I I � \ � _ _ _ y \ \ �� _ � � _ £ � ' � r- � � � , ; I l o i �. � � � � � � � � ,�� , : i �� � � �� ' ,� , / ' ,' ° � ' _ _ , � 1 , �, 1 / � � � - - - _ , , I � � `, ' � - �. _ z � ��� � � � -- -- �� ° � � _ � � � � ,, .. - --" � , . ;� i � � I ' �' ` � �- �- _ � � � ��' . � ,. __- . _. � ,' `;��:> . � � � y . � �'�`� . � ���'��, � �� �-�� �" I � � ? � r'i i / �(i ' j � I I � \ \ —_ � � � �\\\\\ PERMANE�YT IMPACTS ZONE 2 � � � �/F _ _ _ ' / , � � j � - , - � � I O I m��' I / � ��`�'�`PECIAL ATERA�C I 'y���' DI CH � ` N/° - - - SPE�C AL�L�TERAL IA�I� 5�����, � � / / �� �� � � � i - - � � �� / ' � i � � � �� � �' � �� � -- - �- / SEE DET�IL z��,SH ET �2� �� � � �_� w� `° ` 1 , � - - .�/ , pITCH ��-' -_ FRAI�. �IIjIGGINS U/d FB� � ';� " �� �r���� � � � � -_ � �� � \ � I � � ;� ���IIGGI�': _ ' � _- � �� SEE DETAIL 2 � /� � � �;� / ` I / ; I � 1 � � � / �'� � , � � /SHEET 2E � � � � -- CLASS I RIP RA�t i � J / � % , i - \' _ �� �, � � � \ - � — � � -- , ��� - _ � IE�T 5 TOI�S � . . \ � � \ � _�,,, � ' m; m � T 8 SY GEO � � �'EC AL/ ATERA � DI H �,, ���� � � / � � i � i �EST 4p Y PSR _ ; ,�, ;' \ � _- - _ � -- i � ; \ TOE PROTECTIO � SEE D£/T�IL I/SH�E1� 2E , `�''> , � � � \ � � � _ _ � SP AL LAT�RAL / I�STA L E�.T 80 $Y PSRnIyI / I , � -- � �TCH I AD�IALL 1 SEE�ETAIL 6/SHEET 2E � � /� --, \ � � � � ;� DETAIV 2 / �jCDO � - � m ' � - � `� � � 55HEET 2E� / � m I STD. 838.0� � I � \ \ / � oos �/ � `� r,-,� � _ BERM �TA�ITC% H T � � \ � __---- � � � ; / ; 1 � -BL-34 -L- STA 106+2i.32 � ' � / SPEC�AL ATERAL ' ' DITCH \ J- SEE DE L 3 S EE 2E i � � , ; ; "_ , � _ \ c� � -' '- � � i ��' l , ' � �� � � � � � I l � (44.93 LT) / � � SEE� DET�IL 2/SHE�E� 2E ;��n, - - � � _� � �, � � �- � � � �- -- - , , �. � � � - -- � ,- � ` � I I � \ 1 / / � � \ ,-, -\ � � � — � �y E / ~ � � � � � � � / � � � �, E �N o � � f � � ' � 30' RCP-III � � � , � �� / I \ - � - � � 1 C p E _ / E � E -, - �ppE � � � � - ��_-----p�fj�-__ , � __ � r � — — _ _ — ��� I _ — ` � _ _ _ _ c � �r F I = � �� E � E C^ � _ � ' E p - _ - � E - E � D D _ P P _ � - � _ E . . � � y . . . . . � .. . � . F E _I F w \ \ 30 RCP-III � � � , � E -�p.E t ,Y, � - �t�� � � � �E c� '--_ P -p� � � �� -� D �' � � + Ol + 09 � - , �� � � �� � � ��� � _ � _ _ _ - � � � , \ � F _ _ � _ _ _ _PD.E - - P � � I/ 1 � � � '_ - � � � _ - � BERI� , , pITCH � � O � / � \ 58.5' & 64' 58.5' & ' R , �6 RCP-III I � _.� � \ Q� > R I �� 3�' � ':� , R SEE DE�AI� 3lSH�€T,�E � � , � - - _ � - _ I, ' 4 �' i ,, - '�V _ I' 1 ! j t- � _ � ' �7 �I \ � � � - - - - � = 30' CP-11 > ' - � ' _ � ; _ • RCP-I� � � _ _ � � � 15 �- - - -rn J � � , `. � - � , - _ po � - A � �. CB� - �� l r - _ _ F - � � F ' � � CB 1 - � �B � o - - - - �., \ , , O � , � � � - -- � - _ _ �,._ i , '-' 30' RC -III - - � ; . `� ,, _ � _ < , ;_ � i - � _ _ _ \ � _ O o � < v��,�o � �- --- I � L SR 3127 (MCCRIMMON PARKWAY) - �� � �„ � - - o ,- � ___--__,� - --- _ ,� � � __- _ - _ _ _ `, \ Q � �� ce � � �M - _ , �� � � - S l9' 5' .6' E , � ��� ��� .. _, _ _ - - - - ~ � �t�:� 36� RCP-III _ ,__ � _ � � \ � \ � % / 36` RCP-III � :,., , \ - � � � \ CB � I �,.,�r�.�-�.�;.,, � - � � � � � _ I � \ ��,�,� � � �� � `� � / � C � � � � J � � � � J � _� `, � i� � 36' RCP-III . � \ � � 1�' CP-1V Z-� � � � ' � � ° � � � � � �t,�� � — — / ( l � � - � ; � � _ — ' � � i i J Z � 1 � \ ��,` `Ur� � � ` � \ � � � �/� � � - � \ , 4 �: , \ �, ` ''� r - - - _ I ' v v -- __ � V- -- — - _ ___ � � � �� � - -- � � _, . QE � P� _ _ � ,_ � _, � � \ � � �ti��f Fj�t _ � �2� � -- - - -- - _ _ - - F - _ / � 30 \ `� - - - - �- - - -- - F - - - - F _ _ _ _ Q �. � E � -P� � _ � `� '�� � � �� � � �� ��. � e � � �� / / . , ti� / � � ��� :; -� _ � . - ' F � � - - � � � v� 1 � � � - � F _ E � E F � �- � - --- - - _ � , - � - _ � ,- ♦ '� ,� ,� �, . / � - ' E - J F , , F �, , \ p �� � \ \ c � - _ _�_ � � � :�. � \ � , >s ,-� i� _ i�� � _ �- F E � � � °� �' E F � - - - _ _. PpF � - _ � � , , � �- F � F � � � � p[�E` � P�DF-� _ _`_ - _ ,�= - - ` : � - _ � � - -- - -� _� � ._. � - --� . .� -- � ) � � , � v� � \ � C � � C �` � `�ere � '- e2 I / � � � � — — — - _ � � - �p _ — � � � � � ���,- — � '� / �� � � � Q i �� I �_' � � � , �� ����� � � � - \ � W <'�. `re �� � � �/ � � �r \ � � _ -- --- � ,3/O � / � - �8��_, , � � �� E � � - � - _ � _ � � r � � � _ � �� � 1i _ � � � 1.� � � � � - � � � � � � � " SPECIAL LATERAL '�/ ' DITCH E E � F " `,.e � ' ` , -' J E \ � / / SEE DETAIL 2/SHEET 2E �,� � � � � M , — _ � � / � � - ) � r -- - � � ree -- �r" — — — . . � � B? ` ��BY & S�.' CLASS I RIP RAP � % —� ' � � �B , s �,���» EST 16 TONS � � Woo�s � � � � re ` - EST 23 SY GEO ` � ; � RIP RAP E BANKMENT �Z� re�e� ,� �-�-� �� � p \ � PR TECTIO�j ,, CLASS I RIP RAP ` / EST 5 TONS EST 8 SY GEO TAIyDA BASE DITCH � / SEE DETAIL 9/SHEET 2E / �LASS IP RAP / � � . - 0.50% � i / , EST 30 TONGEO i L SEE DE AIL �ESHEET 2E / BA�jKS 0 NIPYRAP � / � EST 10 TO�S - / ,-. �� EST 16 SY GEO SITE 2 `��Z b Ni �g Obj� � N '�ArcH -BL-33 L/�E —Y7— � STq 23�� p rsh, BERM 'V' DITCH �oo�s 30' RCP III �„ p EE7- 2�� SEE DETAIL 3/SHEET 2D I BERM 'V' DITCH SPECIAL LATERAL 'V' DITCH SEE DETAIL SEE DETAIL 2/SHEET 2D-I � �� Y7— �]� t +// -L- PC Sto. U9+38.47 3/SHEET 2D-I � B\ I V' DI TCH �ATER p�� SEE DETAIL 2 V DITCH �ATERAL u,i m/ °�� SHEET 2D-I SEE DETAIL 2 /SHEET 2D-I . � �� � � i =y�iii \ P� A � � ; i F / �, I `�� � � E E E BUFFER DRAWING SHEET 9 OF 12 , .::i iiii: ? �✓x��?����; _ ������ PERMANENT IMPACTS ZONE 2 / I � a�,�� I_ � ----� �F E E —'e� = E � °P e �, ,� �'� E E � ppE E E � �� � ♦ � PDE 1- PDE F� v . ' �� i � i � PD PDE PDE � � � w > > � � � — C — _ C _ — � — — — — J° � � � : `� % 4" \ \ F � � F\�� — � — � r — �— — — — � — — � C� ' � / � � � o� � � � — a� _ _ _ � _ � o u o --- �'�O ��� / 2 � F _ — — Q _ — — — — — � a °� �--' �I'' �p ��° oD O' •Q � � • • • .Q • p r , � ' CR �i1 _ % � J • �• °4 • ,°,4 , ° °4 ° � . • ° � .°,� °p , `'� ` o . • ' '�°� � ' � 4 o O �I �°Q � �` —�e M �° � a � � �� J� �°V � .. J G _ Q '-, Y � 15". CP-I�. .'15" RCP-IV o � 24" R' -Ill,� V 18" RCP �I O �. cR 15" RCP-IV / , �B �_ <,_- : �. � + 0 CB CB CB % ,� i--- `� .✓ �B m N O j \', � 18° RCP IV 15� R�Cp IV Q � ; � � a 1_ � _ ` � -L- SR-3127 MCCRI MON ARKWAY � � `�� '� ,! � S l9°45' 44.6" E �B �B 15" RCP-�� � Q, � � �. � � 18" RCP—III �`m � m1�, m 'c� 1018 � / /+p 1r p O z � �� // / l.0 _ :�I--e � --- �' � / �O �O � c I � m ! ,+ � i ��1 y � e o o = 15° RCP-IV /// 1� �� 15" RCP-IV , U ?� °Q � � , . . � . . . . . . ' .a a •v � • o . . . . . e . . • c • .� o%'� - o�. — — .-�>o ,- - �4 0 • p o , • , °a . .a . e . . e . . . . a ° . v . e . o . .o � - � '� c��,� ��a o � �a �Q o o "' � —_ - '`,���Q �. %� o0 0 •°Q' ,� A, 4 � Q J - � '`�' 0 � � 00 !� � vv °° V E �i / j � � � � ��. . ' � � � / '"` \ \ / / Q�4 I� m � / Q Q ` m Q - - _ _ _ / -- � , �� -� ' � ��/ � �' �'OODS �i �/ � � � � � � � � _ _ - F �+0005 F � � � / ~ �� � T �`� � o �- E -� � eee���� ' � ��i� __ � � � F E F � `j I - N ' \ � � i/ � � ~ r �.J . �. � C— — — — — C — � — — F — — F — — — c � � � _ � � � / � � \ � � A� �` � — � � / � � / i — _ � _ .� _ _ � _ _ — F \ �ti - i F � ��� � E E E E F �-�if � J E � f` L 7`'' i I � `�` � / � � y � j�=, � r / DE � � I I ., '�:'� ����x �i� " _ � :: � Q� �, T /E EQUAL/T Y N � e el � � ;, �, � �, � `'' � Q E -L - POT Sto. ll +53 = �� � � j w � � i ; �` ,� � . \ �;, D E / E -Y7- POT Sto. 24+84.44 � �� : �,. � .`^�\ � . . � m � l E� �/ I 36" � / �;, / � � F .. . , . CLASS 'B' RIP RAP J m__ ,� �. � h�P'� �\`_ � E / �ASS NS AP EST 3 TONS y�ILLIAM H. SPRUN. —_`_a� __ �r � ST 151R�Y GE� EST 8 SY GEO � F FRANK �y, y�IGGINS U/A ���� M — � / EST 30 5 m � \ � H�AD ALL .�� N/F � � � " � --� — — — Nc�o� 0 . ,,,,_ _ STD. 838.01 CLASS I RIP RAP 0� BANKS �ASS B R,I� RAP OUNTERSUNK I TO STREM BED S E DETAIL 10/ SHEET 2D-I EST 105 T NNS CLASS B EST 45 SY GEO � � X� � / � � � -�`� - , �.y _ - � .�, - - � � �w�e-�.�3= _ _ _ —>� � _ _.:�, � � �^ / / _- � � - -?� ,�. � / � / I �" � �. � / � i i i J '� / / i � i � i :�. � i s � / � / il". � � i�, r; i . i //� SITE 3 � 'J ; ; / , ; i�// � \o � / i�/�^ �a � � / yO � � \:� �. „ t� r, � � rn m w FI1�AL SLOPESTAKES FOR FUT URE T UR11 t LA1�E -BL-32 `��Z b Ni �g Obj� BUFFER DRAWING � SHEET 9 OF 12 , , I � _,., � � � �� I I � I ' _1 � � '.,;;i ii��: ? ,_ � I I � � / I�., i, � , � I �-;, ����1�,�: �� �" � � � � I 1 1; � � � � �l 1 � ��� � I � I � I I � � � � � � � � � , ��, � � f �� � � � ' �� � ' I � � � � � � I pl i 1 � � � � �' I � ������ P�Rnnar�Er�r irnPACTs zor�E z � , � / � � / � � � � � , N I � � � % � ,/ ! 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N � � . . . . . \ \ -` � �'� � �� � �r .J�— . /..... � c — — — — c — c - --- - F __ - - c � — _— — — — — � I � � i / I _ _ � — -- / / .� _ � i - - - - - -.::_, . — - _. - - - � � � \ /�� �.- .•� F � � �, � ��y� .. j _ E - E E E F _ E__� � J E - - -� _ � � f � L �% \ D'`E � _ - - - , - _ - / / _ - , � -, �°' ,�► r � I � .� �`` � � � �� � - � - \ �. � \ � � — _� O � %�E �Q����i _ � , , � � � � � � e el i � � �j� _ . -- \ _ / � `' �/ Q� � v _ _ _ � / - - - E —L — POT Sto. ll +53 = �i � ' w _ � � �,. ��,, � � - : '� � _ _ � _ _ J;; �c_� � DE � � � � � , ; _ �. _ , � � . E - � � -Y7- P T t 4+ 444 � i '. �� ,�i �' � �_�.__ � . . - � - � ��,�, � - - _ 0 S o. 2 8 . _ . � -�. �^r � . _ _ � - m - E � ` _ . _ _ � � „ 4_ � � � - � '�'/ 36 � ��,�,; / � - - ;'�, � -,l )i � �i, ti� -� � �r � � , ,-: � ! ' � � � , -. � , -_ J m :.��. ��. ,_ \ , E / � � -� A S S ' B' R I P R A P -- - � _ - � -y- - - - � ��.,,.� � - � � � � - �i/ �` I RIP R AP " � � i EST�3 TONS - _ ~ �� .___ � '(IIjILLIAM H. SPRUNT ` - _ _� � � �A515 TONS p ; � EST 8 �Y � GEO ,C�icJ � � m y - _�� � aiM _ _ _ ST SY GE - . � � , F . _ FRANK �y. �yIGGINS U/�i -��� . � / EST 30 �_ - -, , � � � i F m - - -, - .' i � � / � _ _ � � � _ � — _ � � i _ _ _ — - � �. '- -- � _ i , _ - - _ — _ _ - � �. . . , � S�P��!o !� �:.;,� I�STA L . . - - — — I�� F— — � � — — � � � . . . . , � �j �e - � � — .. . — — — ' , � ��0 _ - - �� �JHITE. LLC � � , - - - -_ NCDO1'ALL � ,�0 s �' � \ ` i � � � � � � � _ � - - - .. � - � � STD.838.01 � � � ; - - � / - _ - - - ' -_ - - � � � , � ` � LASS B R�Ip RAP OUNTERSUNK ' �^ � N /` \ - CLASS I RIP RAP 0� BANKS -' , �.�, N � _- � _ - _- _ . -BL-32 - � ^ � - .- - - - ,_ \ I � � - -_ - � � �, % I TO STREM BED � � m - �- �y� ,, � � - - ,' �\ � � % SEDETAILIO/ - __ � �" _ �� �� ��� �\ _ - � _, �, ESTE252DTONS CLASS I 1 � i � � � --- _ _- \� - - �' EST 10 TONS CLASS B - - ` � �' - ��'`-_�. � _ _,�- �� � EST 45 SY GEO I --- - �� �� , 1 , , � illr I ��- � �-�, -- SITE 3 �, � � , - �,i � ����i . � _ � �� ` i , � , - _ �2 I 1 �,� � � � V � I � � - i \ / ._= ._ .�- / / / ,; ---" � FI1�AL SLOPESTAKES FOR FUT URE _ � � � � -- - ' � - i ; ; -_ � � � :., > J \ � � f'�` -- ; j� _ �_ - � � � � T UR11 t LA1�E � . - � % � � � I _ - -. � - j � � ��J � - - �= / � U.�� i � �w�`�� — � � � 3` � � ��� � i %�� / '� � ,� . � - _ � ���' � � - � � / �=-_ % � _������ � � � � � � .� � � � � _ I ��� � �_; �� � . .- m � � I � �� .�, I I \ / � / � / / _ _ � � � �� / � 1 I � � _ - � � / i / �� � i i - - � �l �� =� 1 , � -, �� / i � � '; � _ / i� / �� � �� � � - � / � ���� ,�� � � � �/ � � "" ; j � i / � _ � o;�� / � ( . / �, � � � ,; a� / — - - - �� �' � � � � .,� �� ���� %' , / - � i�� / � � � � �� � � ' . , � ` � / � � � ;� „ , � � � '`'�' � r. � l � � _ � � � ' _'� �� Q.�', m �`' BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ftz) (ft2) (ftz) (ft2) (ft2) (ft2) 1 30" RCP 67+g4/71+38 -L- X 26709 13182 39891 2 42" RCP 104+51/106+52 -L- X 3495 3939 7434 3 36" RCP 114+45/115+87 -L- X 18383 13319 31702 TOTAL: 3495 3939 7434 45092 26501 71593 Rev.Jan 2009