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HomeMy WebLinkAbout20160212 Ver 3_Revised U5828_McCrimmon_Phase 2_Buffer_Permit_Drawings_20170522•� � J J � � 0 N \ � � See Sheet 9-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 1 MANAGER MORR/SV/LLE ���\������ >1�� �� ����� ��������� �� Al�� W L�CATI01�: SR 3127 (MCCRIMM01� B O ULE T�ARD) TO SR 1002 (A VIA TI01� SR 1002 (A T�IA TI01� PARI�WA Y), A1�D ��II � � ��� O 1�lTY U PARI�WA Y) FROM SR 301� PARI�WA Y), SO UTHPOR T SR 3084 (E VA1�S R �AD) (AIRPOR T DRI VE, TYPE OF WORI�: GRADII�G, DRAII�A GE, PA T�I1�G, SIG1�I1�G, SIGI�ALS, LAI�DSCAPI1�lG, WATER, REUSE WATER, SEWER, A1�lD PA VEMEI�T MARKII�GS BEGIN T/P PROJECT U-5828 BEG/N CONSTRUCT/ON SR-3127 (MCCRIMMON PKWY) -L- Sta. 53 + 66. 58 B UFFER PERMI T PA CI�A GE EASTIWEST �'ONNE�TOR � -- — BEGIN CONSTRUCTION SOUTHPORT DR 19+45,00 -Yts- sta. .�l+uv.uu BEGIN CONSTRUCTION SR-1002 (AV/ATION PK -Y8- Sta. 16 + 00. 00 ����������� ����� �� ��� ���: ��� ���������.��� BUFFER DRAWING SHEET 1 OF 12 TIP PROJECT U-5828 END CONSTRUCTION SR-3084 (EVANS RD) 143 + 50.00 CLEAR/NG ON TH/S PROJECT SHALL BE PERFORMED TO THE L/MITS ESTABL/SHED BY METHOD ll. TH/S PROJECT IS WITHIN THE MUNIC/PAL BOUNDARIES OF THE TOWN OF MORR/SVILLE. DESIGI� DATA ■ HYDRAULICS E11tGI11tEER DIVISI0IV OF HIGHWAYS GRAPHIC SCALES PROJECT LE1I�GTH PLAIVS PREPARED FOR Ki m I e>>> H o r n STATE OF 1VORTH CAROLIIVA ADT 2014 = 6,100 VPD , 1 40 20 0 4o so ADT 2040 = 10 800 VPD THE 11tCDOT BY. �C • 2��5 Posi Office Box 33068 � Raleigh, Nor}h Carolina 27636 DHV = 55% LENGTH ROADWAY TIP PROJECT U-5828 = 1.70 MILES N� License #F_o,o2 ��� �� ��� ����� PLANS p = 8% 2012 STANDARD SPECIFICATIONS � Q� 40 20 0 40 8o T= 3% * TOTAL LENGTH TIP PROJECT U-5828 = 1.70 MILES SIGNATURE: P.E. � � 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: XXXX PROJECT ENGINEER ROADWAY DESIG11l ���� oo��� � 0 5 0 � 0 2 o I�VA E111GI11tEER o,� p����Q FUNCTIONAL CLASSIFICATION: LETTIIIIG DATE: ERI11l THOMPS0111, P.E. PROFILE (VERTICAL) URBAN ARTERIAL PROJECT DESIGN ENGI11iEER XXXX *(TTST 1% + D UAL 2%� P.E. P.E. SIGNATURE: STATE HIGHWAY DESIGN ENGINEER DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) � Fill o p Natural ��� 0 3�� ,�,�et Slo e Grou nd /Q'%`ter D �C�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 0 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- (RTj FROM STA. 22 + 00 -Y7- (LT) TO STA. 116 + 00 -L- (LT) FROM STA. 19 + 00 -Y8- (RT) TO STA. 129 + 60 -L- (LT) D ETAI L 8 PREFORMED SCOUR HOLE *NOT TO SCALE DI A 1.1 \/IL\A/ SECTION A-A PIPE (d = , 15" OR 18") LINER: CLASS B RIPRAP WITH GEOTEXTILE � O N \ \ � MIN. 1' TUCK STA. 70 + 00 -L- (LT) STA. 120 + 23 -L- (RT) 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 � I I Ground 3• 1 � D 3 � o RDWY % j �X Min. D= 1.0 Ft. � b = 5.0 Ft. �' FROM STA. 59 + 00 TO STA. 60 + 00 -L- (RT) 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 � B Min. D= 2.0 Ft. *When B is < 6.0' Slope = 0.5% Type of Liner= Class I Ri Max. d = 1.0 Ft. B = 3.5 Ft. FROM STA. 105 + 35 TO STA. 105 + 42 -L- (RT) DETAIL 9 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'min• � Grade � 1.5' GEOTEXTI LE Type of Liner=Class I Rip-Rap STA. 105 + 00 -L- (RT) DETAIL 10 PIPE OUTLET CHANNEL ( Not to Scale) Proposed Pipe Natural Natural Ground ?•� �,•.� Ground � Geotexti le Jurisdictional Install rip rap Stream to ordinary high water mark Type of Liner= Class I Rip-Ra STA. 69 + 30 -L- (LT) STA. 78 + 28 -L- (LT) STA. 115 + 14 -L- (RT) D ETAI L 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) DETAIL 4 BERM 'V' DITCH ( Not to Scale) � � Natural Ground �? • j p `3'1 RDWY Geotextile a l Min. D = 1.0 Ft. b = 5.0 Ft. FROM STA. 129 + 00 TO STA. 129 + 50 -L- (LT) D ETAI L 12 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 0� Fill Ground �?.� p ��p��et Slope � 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 t "� Geotextile � Type of Liner= Class 'B' Rip-Rap Fill Slope Min. D = 2.0 Ft. Max. d = 1.5 Ft. FROM STA. 129 + 50 TO STA. 129 + 60 -L- (LT) D ETAI L 5 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) �- NATU RAL GROUND \ % „ .'� � — FROM STA. 87 + 95 TO STA. 90 + 50 -L- (RT) BUFFER DRAWING SHEET 2 OF 12 e. -BL-44 -L- STA 60+20.45 (16.96 L � '� — � CB TOP=32u. WV, ouT= � � RCP" 4 I I _ �� �_� ��- � � 30" C&G I�� �� � -L - PC Sto. 63+87.22 :� � __� ��__ � ' ,.�;�� � � " ��— _ � ��.�? - �-- i 3�� ��=. � 1� � � 3p' C&� _ E'– – � � — � � � -� -- � � E � F _ _ _ — �� � /� � / i � � i � � �y RCP-IV C � � � . _ 15' RCP-.. ce .�- 5R� � E SEE,�/. DETAI�L�T3%SHEET 2E 18' RCP-ly — CB ce M�N PpR�(WA tM��RIM = CB �q• t{�,r ' � _ – _ - � � � � � � � � � � c � — � � / E E �RTIES. LLC , CAROLINA REALTY, INC. M�CHAEL L. 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', I , I � , � �� , � \ OS��, ;/ ;� ; I I� °o _ �� I, / " I � I', � , I _ � , � � . �� , , , � � � � � � BUFFER DRAWING _ __ �� �, � _ � � , ' � � � � I �' �� ' ��� � � ��; ��� � _� � / /�/�// 1 ' � � � I '� � � I � �� - � �� ���I� � � � � / � � � � �� � % ���� i �i � ' � � � � /� Q SHEET 4 OF 12 - � � �'I � � �'' �� I ► / ��� 1 / � �U � � EST�241 RI�P �AP � ����v � � � �/ �� / N . �I , , _ -1 / / �? � , � � o I � I � � � � �/ ���� / / , � ES.� 36 SY GEO �� � /F �'�r°/��i^%�� =����C& � � � � � � / �/ � _ c�, � �.�r�x-T�,���Tu I � � � � li � � � / � � �v1- / � � � � � r r r r r I � . �I � i� . � . �/ . . /� i ��� � �� `'� � � -Q � I , �� � � � � I � �, a �'� � � , � TO�E PROTECTION � / � / � � /_ � � � ,_,� ; � ��' �' � EST 185 SY PSRM �" / � � � ����� PERMANENT IMPACTS ZONE 2 - � `, � ���iil ��� � � � � ' '��� � , SEE� DETAIL 6/�IEET 2E � �� i � / F � � / � � _ _ � � �� , ,, �, �� � , , � , , , - , , - SITE 1 L PC Sto. 6 87.22 , � � ��, �, �; ' _ , � , ,� � ,3 � � — �� � � , ; � - o � ��� � ,�'�`,` `' '' � - � . 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� m � ;� � -�-�. � S H E ET 7 O F 12 \ � , m � � � � �� j � � � �`X%TTT�,�� � . r �r r �` , I / l{� I� � ������ PERMANENT IMPACTS ZONE 2 SPECIAL LATERAL � O ~~ SEECDETAILT2%SHIE'T DIECH �����A� SI�Y�� .i � '�/ ' DITCH � SEE DETAIL 2 CLASS I RIP RAP ;� 6, � /SHEET 2E � EST 5 TONS , , m m EST 8 SY GEO SPECIAL�° LATERA � DITCH TOE PROTECTIO EST 4 Y PSR SPEp TCH �ATERAL H�SQD�I ALL EST 80 SY PSR�I�I SEE D'��IL I/SH ET 2E SVEE DETAIL 2 NCDOT SEE DETAIL 6/SHEET 2E /` SHEET 2E m m STD. 838.01 �,�" BERM '�/' DITCH -BL-34 -L- STA 106+27,32 ��"i SPECIAL LATERAL 'V' DITCH SEE DETAIL 3/SHEET 2E (44.93 LT) /°� � SEE DETAIL 2/SHEE7 2E � m � � ! 30' RCP-III E E E � E E �� �� E � E ` — � _ P E � �-� ���� � E -= C � — _ � pp� — _ � _ —L'DE �-� — — PDE — — ��fj�- _ �_ �� � E �, � E E r� _ _ � ppE — — — `�p — — �� _ — � > � � — � � pf < > `w _ � E F. _ � �, F c� _ p � � �--_ __ ` ` , pp E � �p� op F _ _ — — wQ �e _...,r� 30' RCP-III +O7 +09 \ � � F _ �` _ _ _ _PQE � ,, � � � . , p � � °�, �'.� 58.5' & 64' S8.5' & 64� 36' RCP-III � — -' Q� � � ` 3�• SEEMDEI'AI�LIT3%SHEET 2E � :� R R r R � W � � ,�� ,, W Z �, ', 15' RCP-IV Z 30' RCP-lu `� ; � � ... .�.—� — � �rn �. po � � � � � � :.n CB ��� � � � CB G� CB F O o � � w � � � �� � -L- SR-3127 (MCCR/MMON PARKWAY) `� 30' RCP-III � o � � � � �� ; � __�-- , o — - Q � ce � ��7 � �, �� S /9' 5' .6" E ` � Q O � � 36' RCP-III * � � � � ?' 36' RCP-III � � ��, � � J � CB � �`` � ,, � r` C� CQ `s, CB —� � � I � I � ' � � .. � � 36' RCP-III `-�, � 15' RCP-ly � Z " � Z a , J �,, ���a J V ' — � /�e � \ ,���i� �t�� � �s V ~ � ' ' � � \ `'-y , "���/ , �:, � / , � F � � _ � 30' � � F F — F — — — — � E � i �� zi2' _---_ � ———----- F � E —c—p0�—__ � ``,� ��� � ii 8 �i .�� E E —� y' , E E E �� — � //,� _ r- � , "� p � � � � — — — > °� � ,�s � ��� �� � _ � , _ ;� �' E � ��F � pDE � Fp�_ _ � —� .� — — — � � �� � � � � �� � � � _. � � �re � � � �� ,� � v� F �" re � � i O � � w �-' � ra i �i E � T � � B � �/// � � E �� re� 1 I i E SEECDETAILT2%SHEET DIECH E � F � - — ''e � >3 �l M — --d Te ` ` Te e2 TB` r ESTS 6 I RI�NS AP rBe` EST 23 SY GEO r RIP RAP E�IaANKMENT e2� Tee` PR TECTIO ` ES�S5 TONSRAP EST 8 SY GEO TA�DA BASE DITCH SEE DETAIL 9/SHEET 2E / LASS IP RAP EST �3� OTONGEO C ASS I RIP RAP SEE DETAIL �ESHEET 2E ESNK 0 � O�S EST 16 SY GEO SI TE 2 �; �:. — — _ _ � � / . �) JS � - / � � � I � � � _ _ _ \ � — \ � \ - -- � I , �� ��� � � � � J \ � \ _ / � � 1 � � � � � � �� � � �� � � � -�-��i� � � � � , � � � / _ �� �C' � � � � � � � — ' — n�n�� � � \ � \ / / I � �. �'�� _ ' � / ` � � � // � � ` . � � i � / � � � � � � � � � �� ,-� �, ) / � / � / � � �� � < ;, i ' / , � .� �� �� , � � — _33��,�� _ � � , � � - i / / °���' � V' DITCH�ATERAL RA K �A�I�t, ������_- � , � �. �IGGINS U/� � �� � �`�� � SEE DETAIL 2 � /' � �SHEET 2E � — � � / I � � � / � _ \ - i � _ � SPECIAL � � � � — � 'V' DITCF crr nr� SPECIAL LATERAL '�/ ' DITCH � SEE DETAIL 2/SHEET 2E � N � \ ' � \ � \ — �E�� RIP RAP E�IaANKMENT PR TECTIO ESTS5 TONSRAP EST 8 SY GEO SEE DETAIL 9/SHEET 2E � � � � r � \ � \ � � � 1_ � � � � � � r- / I � � ' � / \ � \ ' \ / � ���. - � � �. �� � � � �- %� � � -.i � c�% �\ � � I �� � � ' � � � (/ - / , �� � � � � ► ���(/ I � � � ` � � � �' V �y � i � � � � � . �1�� � � � - " � � � � � Y � � �/ � \ � / � �8 I � _ �_ 1 � �� � m o _ � 1 ',� I / � � � , � � � � b' � I � � �; � �/V DOCUMENT NOT CONSIDERED FINAL �__ ! � � � 1 1 . � � ` - UNLESS ALL SIGNATURES COMPLETE / ; � � � � � � �� ' /� / � ' � �� � � , � '� � I / � � � '�� �� / � \ 1 BUFFER DRAWING � � , � I '� � � � � � ��� � � � � � r ��l � � / � � � � �1 � _ � I ' � ' SHEET 8 OF 12 ; � � � � � ' ��� _ _ i � � � � � � ' � � � � � i � '� I \ � / \ � � � � - / � � -- � 1 � � � �� � � I � ��� � �� � � � � �� �� � � � � 1 j ��' � ���� �I I � � ,� i � � � � � x - %TTi��,� I / � ; c � -' � �� ����.` � � � � � — � �� � �� � � �� \ � � � ��' � _ _ � �_ O I m I ` � — � � � � � \ ' � � ��7 ������ PERMANENT IMPACTS ZONE 2 \ � ; , _ � �� ���� � ��-v ' % SPECIAL ATERA�C I ���� N �� � � — _ � � � L 'W' DI�CH � � � , ► � I , �_ � � , ESNK 0 � O�S AP EST 16 SY GEO `�r e` re ` Te T B� A BASE DITCH ASS IP RAP SI SHEET 2E 2 --� // SEE DETAIL 2/SHEE°T 2\ � I �G�� \ y � �� — / � �`� � � i � � / � , i / �ESTC4 � �Y TPSR �� DITCH - ; \ _ \ _ _- - PSR�yI � / SEE D'�rT�IL I/SH ET� 2E � � � - \ � 6/SHEET 2E � � �, df � � ; � � � � � ��, � ESTJ16 �TONS��� EST 23 SY GEO �-e1M_ �, � / - - / � � � � � � / � � � i � \ _� �s � ,� � O N \ \ � -BL-33 -L- STA 112+59.85 (37.64 L SEEMDETQ�ITCH 3/SHEET 2E � P�F �— E � PDE MAT W . �/�L/iVE _Y7_ ST A 23f �SyE 30' RCP-III � O� ET �`�o• 2/� SEECDETAILT2RSHEE7 DIECH � �` _ f B� SPECI L LATE E E� �, I ' ' DITCH p�f S�EEDEZEIL 2 � � , � �C 4 A , \ PDE l v3 � / �' ��� � �d� � C _ � � � E� — I � �� � — — — � ,�o F E � E / �CBi� I � / � �- _ F/ o � �� �, �� �; /��� � � \ � � PBE � _ _ O> � � - - �- - - - � _ rn �\ 6' � � �j �F F��� � � > / c �, � — _ � O f� ° -- �C�,o �\\ �/ 24� ��� � _ _ - Q �I � cR � i � � W— �� m \' - Z 15' RCP-ly 15' RCP-IV � � 24° ,� � cR �5• RCP-I� , ' B - - . p CB �B CB j I s CB O ,�(� �i/ i - - ''� � �'S�/� ` s` `� � * � � � � i' � +_ �� m � � -_� Q � ' � � �_ --- � 18' RCP-III �� ; _ m m _ _ / � �� I — . I CB � i � �/i � / ��-� � - - - Ce --m--m__---�:, � � � 15' RCP-I� --__ - - --_ � 15' RCP-I CB 18' RCP ly � -L- SR-3127 (MCCRI,MMON S /9° 45' 44.6' E . ���Z � �� �8 Obj� N BERM '�/ ' DITCH SEE DETAIL 3/SHEET 2E -L - PC Sto. 119+38.47 BUFFER DRAWING SHEET 9 OF 12 '�,'r r'°� � �. `"�. ���� °� � ������ PERMANENT IMPACTS ZONE 2 SPECIAL LATERAL 'V' DITCH SEE DETAIL 2/SHEET 2E E � ,e � � —E � _ � � - -� � � � w > _ R � `n � O O CB �� '� + 18' RCP ly N � Q � �� � ce ce � � 15' RCP-IV � � � Z � � �` _ � � � `� � � �d Q � ---- �.�__ � � d h� � � ao �� / � �m �o / / ` � ' � ,/ i � �� � .�` � V �' � ,� � � � / /� � / , o a � ,� QO � Q p _ _ - - - /i -.�.�� � _��r S . // %``� ,� � � ,�.�o ,'° � � / / � - � �r � _ _ - E _ _ _ � _ F _ .� „�.� a� , -° � � � � ' E � � ��� �'�� �`� � �� ����''/ _ _ - - - - - - - - - - - - _ _ _ � �� F, ��� ,o � _ � ' u' � �^ F ��\ �i,'� :,�j,; mm I�� /�' --F --- � E F E� F --- � ____---�'�---- _ s �� F F � , - F /� � � � E E E _ � �, � E ,�- � �� � ��' � � m � � � � ~ � �� � � � . Q� PDE � TlE EQUALITY � � � � \ �, j Q E E -L - t0. ll + _ � � � ��' � � > DE t �� �E -Y7- Sto. 24+84.44 � / �, � W � �� , V �/ �� ? i � 36' � �,� E ._�' E ' � � �; CLASS 'B' RIP RAP � �/ / E EST 8 S�NGEO �� � � y��LLIAI�����o � ��: � - - _� , � FI�ANK �. j�IGC����� �fA FC�� -a�M_ _ � � � 'e ,� �� � . . ,� _ _. �°-� CL SS I RIP RAP BA�jKS ONLY SEE DETAIL 10/ ESTE5 TONS EST 30 SY GEO , � �' � ,.. � �' � - � - - - r � `�'" ,:?�'� {tiC B � _ _ — � % a � �' f " :�, ' � �� �,� � � � � �, � / � ; %�'° � � / / ;°` / J � �. � i / � , �.� - �. � � � / � "` � '`` ,� � � � --'�" s �`I�F � � -BL-32 -L- STA 120+64.42 (14.8 RT) PREFORMED SCOUR HOLE OUTLET PROTECTION SITE 3 CLASS 'B' RIP RAP EST 8 TONS EST 16 SY GEO EST 25 $Y PSRM SEE DETAIL 8/SHEET 2E � � � � � .� i \ � E ESTS16 I RONS AP EST 23 SY GEO � O N \ \ � i �� � � � SEEMDETQ�ITCH � 3/SHEET 2E %4TCy��NE _Y7— �i � �� ST,q 23f pp �S� �� � �:o• � EET 2/� � � � EST 8 ��N�GEO � �(10 � � � � - /, \ _ — / � \ _ / � � _ _ — i _ � - �&J . HfTE. LL�� , � 300 _ � �....� �� � � � � � / C SS I RIP RAP — � I � I I � ' ' � � � � � ,� , � I � I i -� � � � � N � � � � , j � I �, , ��' � I � � �� ' ` '� i � ' ' � � I �-_ , _ / SEE KDE �A LY 10/ � � � — � � � = ��5- / 1 , � �;,s� � � �, _ � SH�ET ZE � , SITE 3, � EST 15 TONS .� _� - EST 30 SY GEO � � � -_ --- � — — � � _ _ - - - _ ,� =, �,5 ���� % � � \ ; I I `. � � � � - � ',1 ��I��I � � -- �_ _ , �� �, �'� I � ' ���� i � � � I '� �� _ � -� ��!�ii — , � , �� � _ -- _— � � /;. , - '. � __ � � � � � � � � � �_ ,� - — � , — � -, � � � _ — � � � � �_ �� , _ ,. � � � , �� i � _ _ , � / � � �� ,��y _� — —, �� � � i �ig �i � � � � 8�- � � '�` '�' �� � � � � � � � �`� � � r^ l3� \ \ / � _ � / � -�`(� �� � � I _ _ �� � I I � � / � � � � �� �� / � 1 I � / � ��� � --- • =- � / / � �� �:_�', `� � �. i � i � � — �� / / \ v� � / � � � � / �� � � � � �� �� � , �� � ��, � i �� � � � � / � ' ( _ �� / , �\/ \ � � / � � �r= � � �_ 1� �' � / � �� / / ,� � 'C � _� � / \. _�_` � � s � � � ,� � �. - � � %� � -', � .� "� � s 1 � � � / 1 � \ � � � �3� \ i � � . ���Z � �� �8 Obj� �� � � � N � I— / � ► � — gERM '�/ ' DITCH � 5EE DETAIL 3/SHEET 2E � PREFORMED SCOUR HOLE OUTLET PROTECTION ESTS8 T�'NRSIP RAP EST 16 SY GEO EST 25 $Y PSRM SEE DETAIL 8/SHEET 2E BUFFER DRAWING SHEET 10 OF 12 :Err°v:��� � � � � � ������ PERMANENT IMPACTS ZONE 2 � � W W _ � `. O O O . � � + N Q F— � � J ,a° � W Z _1 _ U J Q o � \ � �/ � � E � E � � ESTS16 I RONS AP EST 23 SY GEO 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 (ftZ) (ft2) (ft2) (ftZ) (ft2) (ftZ) (ft2) (ftZ) 1 30" RCP 67+84/71+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 15627 12643 28270 TOTAL: 3495 3939 7434 42336 25825 68161 Rev.Jan 2009