Loading...
HomeMy WebLinkAbout20171018 Ver 1_Build Maps_20170815I li�;t3tiv��V North Carolina Department of Transportation � Stol t�tikvr�tf'1' Highway Stormwater Program `� I STORMWATER MANAGEMENT PLAN -- (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 42841.1.1 TIP No.: B-5239 County(ies): Alamance Page 1 of 5 Generel Project Information WBS Element: 42841.1.1 TIP Number: B-5239 Pro'ect T e: Date: 11/22/2016 NCDOT Contact: William (Bill) Elam, PE Contractor I Designer: Dan Duffield, PE Address: 1590 Mail Service Center Address: Summit Design and Engineering Services Raleigh, NC 27699-1590 100 East Six Forks Road, Suite 300 Ralei h, NC 27609 Phone: 919.707.6700 Phone: 919.322.0115 Email: belam ncdot. ov Email: dan.du�eld summitde.net Cit /Town: Altamahaw, NC Count ies : Alamance River Basin s: Cape Fear CAMA County? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Length lin. miles or feet : 0.28 mile Surroundin Land Use: Rural, residentual, light industry downstream Pro osed Pro'ect Existin Site Project Built-Upon Area ac. 1.5 ac. 1.2 ac. Typical Cross Section Description: The proposed bridges have two 12' lanes with 8 foot paved shoulders with guardrail This project includes the replacement of structure 000119 over the Haw River and the outside the limits of the bridges for safety. The temporary onsite detour bridges have two replacement of structure 000126 over Mill Race. Both the existing bridges are two 11 11 ft lanes with 2 foot paved shoulders with guardrail outsides the limits of the detour foot lanes and 1 foot shoulders with varied paved shoulders outside the bridges bridges for safety. Annual Avg Daily Traffic (veh/hrlday): Desi n/Future: 8500 Year: 2035 Existin : 7150 Year: 2017 General Project Narrative: This project includes two bridge replacements on NC 87 in Alamance County. The first bridge replacement is bridge structure 000119 which is 275 feet long over the Haw River (Description of Minimization of Water and it has a sufficiency rating of 39.86 out of 100 and the second bridge replacement is bridge structure 000126 which is 51 feet long over Mill Race and has a sufficiency rating Quality Impacts) of 15.37 out of 100. This project also includes the need for an onsite detour to facilitate construction of structures 000119 and 000126. Both the existing bridges and the detour bridges are all two lane bridges. The proposed bridges don't discharge any water from the decks and being spanning structures they both have minimal impacts to the water quality. The detour structure will be removed and all disturbances will be stabilized. Waterbod Information Surface Water Body (1): Haw River NCDWR Stream Index No.: 16- 10.5 NCDWR Surface Water Classification for Water Body Primar Classification: Water Suppl IV WS-IV Su lemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: Im airments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Jordan Lake Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator 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) I 19�;I3`�� d`� North Carolina Department of Trensportation 5 tc�i � ti�vaf�r �1 � � ,�,�.�. ,� Highway Stormwater Program �-`i STORMWATER MANAGEMENT PLAN - -- (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 42841.1.1 TIP No.: B-5239 County(ies): Alamance Page 2 of 5 Additional Waterbod Information Surface Water Body 2): Mill Race NCDWR Stream Index No.: 16- 10.5) NCDWR Surface Water Classification for Water Body Primar Classification: Water Supply IV (WS-IV) Su lemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: Impairments: Aquatic T8E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Jordan Lake Project Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator 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) f �j�}}������= North Carolina Department of Transportation � � StC�YlY11�1��1tf [' Highway Stormwater Program �• I STORMWATER MANAGEMENT PLAN — (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 42841.1.1 TIP No.: B-5239 County(ies): Alamance Page 3 of 5 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used BufferRules? 4 From Stations 19+57 -L- (1)Haw River 0.0 3.0 3.0 02 23 93 1.90 % 0.8 1.9 1.0 2.0 No Yes To Station 20+50 -L- Rt - Jordan Lake Additional Comments 1 Ii�;i�tvt�V North Carolina Department of Transportation ` Sfc]Xtil�Vdi��- Highway Stormwater Program �.. STORMWATER MANAGEMENT PLAN — (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: TIP No.: B-5239 County(ies): Alamance Page 4 of 5 Preformed Scour Holes and Energy Dissipators Station 8� Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Projects) Water Body Type Riprap Type (ac) Structure in (cfs fps Buffer Rules? 4 Station 19+g0 -L- Lt PSH N/A 4.2 Pipe 18 7.7 1.0 Yes Additional Comments ' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. � ������.�,�j.�, North Carolina Department of Transportation St(iYI7lWc1iPC •� ,,,,. ., Highway Stormwater Program �`•' STORMWATER MANAGEMENT PLAN — (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 42841.1.1 TIP No.: B-5239 County(ies): Alamance Page 5 of 5 Other Best Management Practices New Built-Upon Precipitation Depth Station & Coordinates Surface Drainage Area Area Volume Treated Treated over NBUA BMP Associated Sheet No. Road and Non Road Pro'ects Water Body BMP T e (ac) (ac) (ac-ft) in w/ Buffer Rules? Stat 19+g0 -L-Lt �Z�Mill Race PSH 1.2 0.0 120 45913.04 Yes Additional Comments •, � � � � M O N •� See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols TO BURLINGTON BEGIN CONSTRUCTION —Yl— STA. 10 + 85.00 ����� � ��' ���JI�I �I ��� I���� �������� �� ���� ���� LOCA TI01�: BRIDGE 1�0.126 O T�ER MILL RA CE £� BRIDGE 11t0.119 OVER HA W RIT�ER 01� 11tC 87 TYPE OF WORI�: GRADII�G, PA T�I1�G, DRAII�AGE A1�D STR UCTURES WETLAND AND SURFACE WATER IMPACTS PERMIT —L— NC 87 S ITE 1 BEGIN BRIDGE —L— STA. 14 + 92. BEGI N TI P PROJ ECT -L- STA. 10 + 00.00 BEGIN CONSTRUCTION BEGIN BRIDGE —L— STA. 18 + 68.38 �—,s_r... ,5, \ �s� , /, . �S RIVER / � � / /�S � �: f � END TIP PROJECT -L- STA. 24 + 85.00 END CONSTRUCTION RFC�IN C'C�N�TRIIC'TIC�N —T3— JIA. IVt I�.VV RIDGE N0.119 MILL RACE � � � � —Y i R / tic —LDET— ; � - �� � !^k — lE V i \ IF `�\ / 'k � �E �e� / h� � RID'GE �O. �12 � END BRIDGE —L— STA. 19 + 41.00 BEGIN CONSTRUCTION —D RV— STA. 11 + 40.00 —TEMP DRV— � � S` / v� ,� ' I / f � � � \ \ � ✓ \' h ` ` B�M ' / \15�: END BRID�E I —L— STA. 17 + 77.00 y� � / S ITE 2 �y 'S/ MILL RACE I � �� � HAW RIVER —L— NC 87 2 O 2 � �s JS\.. O � ��S y � _ �� END CONSTRUCTION � —Y2— STA. 11 + 36.00 i � N � �Q ,-� ��'��'� �., DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NAD NSRS TO ALTAMAHAW. �� Prepored In the Offfce of: HYDRAULICS E11tGI11lEER GRAPHIC SCALES DESIG11l DATA PROJECT LE11tGTH �%%I 1\7 fOH1VSON, MIRMIRA11l, � THOMPS0IV, INC. ADT 2017 7150 ����� \o 5� 25 0 5� ��� ADT 2037 = 8650 _ �r3o Situs Court, Suite 200, Raleigh 1VC, 27606 0� �O�p� K= 10 % LENGTH ROADWAY TIP PROJECT B-5239 — 0.213 MILES � � D= 60 % LENGTH STRUCTURES TIP PROJECT 6-5239 = 0.068 MILES �°I� STAN�A� SPE�IFI�ATI°NS �Q� �'���� PLANS T= 6%* TOTAL LENGTH TIP PROJECT B-5239 = 0.281 MILES SIGNATURE: P.E. � � 50 25 0 50 100 V= 50 MPH RIGHT OF WAY DATE: JAMES W. JENKINS, PE � � VDET— �O MPH DECEMBER 16� ZO�6 PROJECT ENGINEER ROADWAY DESIG11t � � PROFILE (HORIZONTAL) * TTST — 2% + DUAL — 4% Ncaor PozNr oF coNracra E11tGI11lEER �� �Q a� � FUNC CLASS = LETTING DATE: ENRICO A. ROQUE, PE �°� ��p��"�o � 10 5 0 10 20 PRINCIPAL ARTERIAL GARY LOVERING, PE DECEMBER 19, 2017 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) "STATEWIDE TIER" PROJECT ENGINEER P.E. SIGNATURE: J P E RM I T D RAW I N G PROJECT REFERENCE NO. SHEET NO. -�'3- S H E ET 2 O F 12 B-5239 4 R�W SHEET NO. P� StCI 1Of76.4.3 P� Sf0 /0+32.44 ROADWAY DESIGN HYDRAULICS �= 42° 20' 16.3" (LTl p= 45° 2/' 39.1" (RTl ENGINEER ENGINEER D= 229° l0' S9.2" D= 229° /0' S9.2" L= 18.47' L= 19.79' NAD 8�i�� �I�T��I�II�]L]E�[°]E l[�]L,�I�T� R= 25.00 R= 25.00 NSRS 2�07 i � 1[D� N�°Jl" �T�1C 1F�1f8 ]E8% W.sAC�LJ][�d°l[°d�N DOCUMENT NOT CONSIDERED FINAL � � I I I � � � � I I I � � ' � I I I � � ' � I I I � � ' � I I I � � ' � I I I � � ' � I I I ' � I I I FROM STA 20 + 61 -L- LT TO STA 23 + 00 -L- LT � i FROM STA. 12+50 -L- RT TO $TA. 14+00 -L- RT FROM STA. 14+00 -L- RT TO STA. 14+50 -L- RT � �ype otuner= zZ �vri�,c.� ts Kip-Kap � � � DDE = 44 CY FROM $TA. 19+57 -L- RT TO STA. 20+50 -L- RT I Geotextile= 48 sy I i I DDE = 41 CY FROM STA 15 + 54 TO STA 15 + 75 L RT � I I I I � I � I � I I I I � I � I � I I I I , I � i � i i i i i � i � � � I I I � � I I I I F ROM STA. 19 + 50 TO STA. 19 + 60 -L- RT �� �O k UNLESS ALL SIGNATURES COMPLETED �DENOTES IMPACTS IN SURFACE WATER � DENOTES TEMPORARY �, -�- ---- --_ ___ ___ ___ ___ __ FROM STA. 16+69 TO STA. V+75 LTiRT IMPACTS IN SURFACE WATER � ' _- � — -- � --- � ^ � -- ___ __— __ -- ---- ---- --�s� - - -- ��r�- _ -__ _— - � DENOTES TEMPORARY , �S - --- � -------- -- FILL IN WETLAND _ ---- ---- ----- \%� �__ � - --- - - - - - � � �� � DENOTES EXCAVATION i � I I I F ROM STA. 15 + 30 -L- RT TO STA. 15 + 54 -L- RT �, � � � I N W ETLAN D s , � I I I �. x�, O ,�� �� O � � I I I D ETAI L 4-8 �� � `�. O � _ , � �' ��� � � -�� O � ' , . � � ���> � � � I I I FALSE SUMP �� �- Outside Ditch �?b �� � � � � I I I Traffic Flow ( Not to Scale) c� o ��/ � � � / � � _ O � � I I I � �o - � � ,-,� ' � � ' � v� I I I 20:� �o� �� � � � � � � � N �i � Q I I I -g PIPE � � WOOD, � � � � �� c�' I � ' � `n I I I , Z .: .- �� � I ��� � � � �� �_ J i � ,i I I I , ��i �`. �� ; �� �� / _ j �5 �x, I � � � I I I L S = Ditch Slope <<, � �° � �' �,- � � / ; �'' i � �� �� I I I � N �' � � � �� ;; ,. ' � I I I srA �a+� -�- Rr LAIM � � � � � _ � � � `� ��� � i � I I I ��q'o C ) �,` � � � ' � i i i 'd � �; �,�� �"� � ' ' � - _ � � � —Y2 — POT Sto. l0 +00.00 = � i i i i ����� �� � �, - � �� ,, , ; � � i �� �� ��� - - — — � � �� � � � � �, � � ��. �, �. F ; � �oc�� � _ , — �, �, ,� - L POT Sto. 2/ .79 _ �,. � i i i i �c _ _ 47 . � , � � + � I I I I A \ ;��`I.5 � -� /- �o�, �,� � � `�` � -_ ��, � � �SBG � I � � �� _ _ _- -Yl - � ` � � i I � � - , f �� � > ,=� r� ,- N � �'i FROM -L- STA 19 + 58 LT _, , , — r , , - -, � N , '� �!!� � � I I ���� � � � � �� t TO -L- STA 19 + 68 LT � I I I >' � � ��� '� �3�' . �� �'� `�-�.y CLASS 'B' RIP RAP ►`� CD �' � � Q ��`� `� °° 00 i- � � �,-�, � �, , N "� � � � `-�._��„_ SPECIAL DITCH I � O _ � _ i � ,.s, - C �� � � O� � � , , N ti � �� � ,.L - - � -- � - ���� SEE DETAIL 4-3 � - - '� -' i � I I I � � ��� � EST.2 TONS ,� � �� _ � . N � N , - —' _ � _ . ��,i� N _ \ � , __ ; �; � � 4 „� � � � � � = V �� �� �40 �� EST. 7 SY GEOTEXTILE �� �BG �� �� E � ,� � � � I I I ��� �' � ' -` �� � � i � �` FROI�4� L- ST 18+02 LT/RT � F � ���� � � � � ,_�� , � `� _ � _ , , P _ � I F i � '� � � _ �� - �, � \ � � � _ _ - �� � � �JTE 1 � � � - - - � I I I � �- � ' - -, -- �=� � � �-'=ST -L- 8+12 LT/RT REMOVE � , - -- ,- _ - � �- - - - - - , - -=' - � - �� �` - -- � - - - - - �_ �_, r.�� , , ; � _; - � � ,� ��. � � -- ����_�_ - _ ��� � ���, � � � - - 0 , - SITE 2 , - � - - _ - ,�;_�,��, �_.�,�, _ , � _ � , � � � � �����, � � _ _ � _ . � � , a .� � � ` _, � _ � � f�_ . � �ti: _„� � - - - - --- -- �G P� � I� � , -0413 � "_'-' �; _,� , � - I I I �;, \ , �, REMOVE _ . �.��, ,; , , , ,-�, - r _r� I � ` �� I % , � E _. L ,, , . � �� � � � � ' _ , C Q � � � � � � � � Q — - - _ E �X� T� R�W � i , -if�— — — — — — — �� � � ��;� �, _ A . `i � � �r�r_ r r_I17�E�.i,i-- ���-� ��._ , ;- � � ,; 0412 _ — — — _ C s NG �- _ E i F cn . � i � � - —� � � � � � — — — -- � ' " ' ► .�� � � i � - �� � �� � i i ii i - � _ ��. � � -, � C — — — �' G� �i� /- .. � '� , '.,., � _ _1 j � ��� 18" � � � _ ,_,_ ,_,. ;-,, -,; A,_;_,�, -ti� � -r- � I I I � � _-- W� I �,`_� � < < < -, � i x r � i �i�l'Y;� i �� � ' 3 G �� � _. 1 � � � . , � � _, ; � ,�,������ o �- �- - _ � � � _; - - , ;� ,__ , �,� - �� � �,L � ; G � � � �, ,���-�-,��-, � �,�-'�-,��-,�-'�-,�-'��,��, �<: � ,� � - - - — �.��u ._i� � �� �r, , � I �� I I I ��; �� �_�_� r��u_�a_ r_� � , � �_, / _, ,_� , , ,_, , � �. � ; - < � - - - - �. I � 0�401 ��� i � � � � � � i T� �_>3`�`i �. — — � —�� U � � r�� � �� �� ��_ ��_. ; � % ;' � � �. : �� � � 2 I - ' � ; � I I I � REMO ��r_����_i_���,�tr��� r� � m . , , . s � � �1 " � G ..� � �� � .�1 �G - - ��=��� _ -_� _ ,-� �,-�-� ��-�� � �ti �, ��, N���- �. , � -� � r � � ; f s f� - _ - - -- = - - � _ - �� --� - _ `� _ _ _ _ _ _ I I I , �' � � �. , ��, . . � . - _ - - - � . �� � � �- ��� � I _ - � - - - - - �- -- - -------- ----- �- -- - - - I I I - -_ - _ - � -- � -- - �- -------- T- - -L , - � . � 04 5 ._ _ i�t � ._ J � I / _ - - --- : t� _ - - - - - - - - - - - = - - I I I , �„ -- - - - - , �, a � 04�$ MOVE , '�^'' 'R - -- , -- J W I .1 � '. i_i� _ - , , -, f- � - "� � i � � r�_� ; � , �n � � o o � �� � xi �;.� � � � �_� X -� , � o o � � I SS l a � v � n.� =, i _ � . . - � I N' l �2 50.0 W �4'�r-r ��� oao ; 04� a � ;�� � � � .�, 0410 �■■1 0 0 - - �M. . � - w � �� � r � i , „ � �� �_ � u� � i � �,, i I � � w o o � � � 1 J� � �, � i 2G1 ��.. ; 0409 I I I . . � � I I I - - ��� - �� - _ � - _-� �� _ _ __- - - _ - - _ ! - ---� �_ - :- �, I _-- _ - _ __ - - I I I - - �-- - - � � _�i ., � Z 6.0' � ' ��. , � � � . - _ _ , �� I I I �'�r, ,- _ �; , , r , ��� --r, � �,_ � - i ' � __ i �,- `-- ��r��.. 2 � , �� , � , ,_ �� �� ; �� < _--�� � -� ` - � �r��° - �� r� � � 1P� - - - - - - � •DO � C � �, �_ . � - �� � , � ��, �7 G� I ' - - - - . _ � I I I � � , � � r � � s ;_�,` � ; �\ �; �` � � .�' �� � / , '�,,, o� � � , � _,,, � 15" RCP III �i I � � � - - _ I I I � �� I��� ��� �-�- ` � , ' � n� �p �� _ �� �� __ � � ---� � � I I I ----- �� � _ . \ ----- � � I I I -; ����; -� - - - � , . �,�; � , - � ,� a' � � � ���� � � � ,• C: �C� ':, •01 ��f" r _ � � � , �n a c � � �. ii �� � E;. �ri�- �, �ia�l"�� �,� � � J i ��� c� � � - 0411 ��� � •�1 ' / � � - � e� r� i � I I I E Q f� �_ �--� �� �t `��� °W, ��.i�1�u�� � -'�` � ��9 CLASS 'B' RIP �P �� ' � ��� ��2 � I I I +20.00 -L- (/ �- _ � 0403 ' � _ � -�a� ,� � � , - - A ' �� ,., r' �'� � I I I F F �- — - - - - � 040 � � 6>�, � , = '`� Q ,,�- F H � �� � � � � EST. 2 TONS �, .O? % TIE TO EXISTING DITCH I � .00� (RT. �- p PpE ' /P ������ � rB � � �` ``�, r�� 1 \ , �� A �'�,, EST. � sY �EOF��� xri � .00 � �� � I I I � �VE DUE� vE - �, � ti � � i_ ��,�, , � !F PSRM 6.� sY � �O , � I I I , , �� �=� ti � /� ��, _ i oao _ �� � � � , � �� �, � , _ � - �� � � _ /F � ��� � LATERAL DITCH ' /, �� � � � � I I I � � � � � � � � � � � ��� � , � I I I � � `� `�` \ � IF� � ' �%� SEE DETAIL 4-4 �� �� � � __ � ��� -� `� ��B `� / �EMOVE 'I \ ta.= 19+57 RT � I I I E � � �'�� ; ��- ,� � � E ,-� � ) - �o= ,.o �fs �� ' � I I I E �`� � �- � � E � �� v,� z.o fps � / S il- `0.4 ft �i � I I I SPECIAL BASE DITCH �_ �� E �; E IF -' ^� � _ ,i �� � s--���02 �t - � � � � SEE DETAIL 4 1 � , �-i ,_ �/ `�W � CLAS� � R���� � � RECONSTRUCT � � � � ���_ n= 0:�35 ��� � , � „/ EST. 7 SY��G`�O�E � � �� � iner- �rass I EX '� ' I I I � �I. > � � 4 , � � � I I I � � � � � �= � / � � BERIWDIKE �� ��� � �� � , , - - ' � � � � —Yl— POT Sta. 12f36.00= � W000 � ��S Q � ' � �-'" � / � � �� � � � � '� � SEE DETOUR�' IMPAC'1fS, I i, ', i i i i —L— POT Sta. 13+45.99 � � � `' � ���,��—��-, �, C� � ; 1 ';iil ( i � � i'. I � � � �`, '." . i� � R / '�� L� P' �'��i�i��`� � I '� I I I � � �� � NOTE. STAGE CONSTRUCT � y�� sg� � �, ;'� I � ; � ,� �� � , I I I LATERAL BASE DITCH � , CAUSEWAYS. ONLY ONE �`' TO ML- STA 19+83 RT RT � �,�� � ��� � �. ��� ' sEE oETai� 4-2 �,% CAUSEWAY ALLOWED WITHIN - / � �i ��� FALSE SUMP _ / RIP RAP AT � j� �,�� , �� �,�"� � �� i SEE DETAIL 4-8 �� ; �- RIVER AT ANY TIME AND - EMBANKMENT `�, (� '/��' � '�� � � , � � SHOULD NOT BLOCK > 50% - � sEE DETA1L 4-5 '� '%� ,,I,�� � �� '� � ' OF THE CHANNEL. - � w' � q� s� �' �� ,= —� ' �r � ��_� , -- - �-���� � � � � � �"�' � i�� , _ .T , �, , l � �� � � �� I i X � W � I � � � `� ��/ �- ' � STANDARD BASE DITCH �� � � � � ! � � � � SEE DETAIL 4-7 � � ��� � � � �' � � � � /� � / �� � Sta.= 15+54 RT RIP RAP AT f� � ��� �, Q�o= a.6 cfs EMBANKMENT � �„ % � � ; � r' � / � � d�� o.a�ft fp� SEE DETAIL 4-5 ��' � �� �S � �-� i � � s= 0.03 ftrft �' _% �`S� � �� � I � n= 0.04 t�� � i � � � Liner= Class B �� � � � _ � � � �� �I _ - SCALE: 1" - 100' � , �� � `� r? �� �� 50 25 0 50 100 � � '� � � � �� s� �� � � _ � � / r' � � � � % � o � %, � - Q� � � GRAPHIC SCALE , � � i il o= i (\ S�\\\ � �� SEE SHEET 6 FOR -L- PROFILE �i �� � - ,, �; �, � � _. �` SEE SHEET 7 FOR -Yl-, -Y2-, AND -Y3- PROFILES � o� ,� � SEE SHEETS S-1 THRU S-?? FOR STRUCTURE PLANS �L P E RM I T D�W I N G PROJECT REFERENCE NO. SHEET NO. -�'3- S H E ET 3 O F 12 B-5239 4 R�W SHEET NO. P� StCI 1Of76.4.3 P� Sf0 /0+32.44 ROADWAY DESIGN HYDRAULICS �= 42° 20' 16.3" (LTl p= 45° 2/' 39.1" (RTl ENGINEER ENGINEER D= 229° l0' S9.2" D= 229° /0' S9.2" � , L= 18.47' L= 19.79' � NAp 8�i �I�T��I�II�]L]E�[°]E l[�]L,�I�T� R = 25.00' R = 25.00' �-- NSRS 2047 ,�� N�� ��� ��� �� � .����,����p�� , .� �� �� -- - - � � � �__ ; -�, `�,� �� �_ , � , " - ----- = � , _ , . � ��"���� �;, �i i' 7�-� ' �'� /�' � �� � � � -�_ ; - ' �� �- -- - � - � �� � % / � DOCUMENT NOT CONSIDERED FINAL _��j j� �\ � UNLESS ALL SIGNATURES COMPLETED � � I I I I7 FTA I I d-fi i � I I i � � � � I � � '� � I I I I ' � I I I I I I I � � I I I � , � i i i i FROM STA 20 + 61 -L- LT TO STA 23 + 00 -L- LT 'i i I I I FROM STA. 12 + 50 -L- RT TO STA. 14 + 00 -L- RT FROM STA. 14 + 00 -L- RT TO STA. 14 + 50 -L- RT FROM STA. 19 + 57 -L- RT TO STA. 20 + 50 -L- RT ---- -- - - DECK DRAIN DISSIPATOR PAD -/� � - ��_� ( Not to Scale) vJ�- `� v �, / � �_� �j�a i j� �� � .� ; . r � �" � � , / , — �� � — � / / "/ DISSIPATOR PI AN VIFW r, PAD o -- -� *NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS � � �� � � j' ��� ��/ GROUND � - ; ,� / _ I�— ^ —�I � _ � ' I I I I DDE = 44 CY � DDE = 41 CY FROM STA 15 + 54 TO STA 15 + 75 L RT � I � I � I I I I I � I � � I I I I � I , I � � I I I � � i � � � I I I i � � � I I I I � � � ,� � FROM STA. 19 + 50 TO STA. 19 + 60 -L- RT J� " � ; �'� _/ 1 � DENOTES IMPACTS IN -- , \ � � � ��--�- _ `V� � ����� �`�� GEOTEXTILE pROFILE VIEW � I '� � SURFACE WATER � \ 00 � 1 � �-� . � - ---- � � — -- ' � L = 4.0' / �K I -- -- 1 �'^� Type of Liner= 15 TONS CL B Rip-Rap (9 Pads LTiRT) -- _ , r , �y �� �O \� � - _ _ I Geotextile= 32sy / ''� � -- � DENOTES TEMPORARY � � / �, � � ,�1, � � ---- -__ ___ __ __ _ -� FROM STA. 16+69 TO STA. 17+75 LTiRT j � � IMPACTS IN SURFACE WATER �� - -_ — — _ _ _ _ � �, � ��- � � �:�����, � =� —��-�---_ — — — — - - � - � � ` � J - .tS�=-- __ - — — - T -- - __ , - - _ �� DENOTES TEMPORARY � F— - _ / - � �1� �- � � � � ,� � �� `'I', "r �_�— JS—�- - _��--�, - �. ` — � � � �� � � , � �S � � - � � � � ; �� � � � FILL IN WETLAND � � i / � — � �'�i � �,1�1,�� � �/�s�. � � � � ���� ' „ — �' _ �,' � ' ����j'��� u� � �i , �� � �� � I��� �'j, � % � �� � � � � � � I I I � DENOTES EXCAVATION . ,-� A � �� � /„ , , � , � i � � r - / � -- _ ' � � ' IN WETLAND i I I I FROM STA. 15+30 -L- RT TO STA. 15+54 -L- RT �' � ���� � � �� � ����� � � � '�� � ������I��� ����� ��� ' � � �� � / ! � , ' � __ � , � � I I I \ � �—� i � ���\� � `�'� � /� ��� � � � � V` � �� I � �� o; ; � n , � I I I �, � i Q I ��I�,, �-, / / / � ��, �' � � , 0 �,�� / � � , � I I I _ � a � '' � ' � I� � �, �� �; ��� 5� ( \�� ��,�, A 7 � �� �, / ;� ; j DETAIL 4 8 - � ,% / � p �� � , I � / � �„ �� p � ( � � - . � , � I I I i � � / _ � , � , � ( � � � , �� �i � / ����\ � � � i i I I I Outside Ditch FALSE SUMP �� �� � � , , � $- �S' / / `� � y � � I I I �/ � � -i' �,� ,y�i �� �� �, �� + � i � Traffic Flow ( Not to Scale) �r o ��/ �� ��� V'I��� ��� � ��, � � � � � I I I � �� _ � . �� � � - - -- ,. i� � � � ����� � ��� � �/ � � � ,�, 0 / ' � � , ,, =' , o , � � �� ; � ��� i �' �� � � '; � � , �, � __ i � , � v� I I I 0:� O. , � � - --- _ � I �� _ _ _ � � 2 , � "� ,�� , � , � � / �l i, � � , t - � , Z I I I �� � �� V�.o�� � ,�, cn I 1 �l � � �� � ���� � I I I - PIPE � _ � � I �; � I �� � � // � � � � I � � - - � S c� ' ' � _ � � � in Z �' � ,� � �:�_ � � ; �G� �� � '�, � � J � �� � : %���� -�� - I I I -' , � � ' j� ��, � � �� , � I � �� �'� �� � �-� ���� �A / ' . ', i - i i i � ;� �: � � - �,,, � �� �' � _ r � ' � �� , � I � , � �� � _ �,��— � �� � �, � � � � � � � � � � � � �-- - > >, i i i i �� , _ � �� � � � �5 �- � , � , , �� � � � � r ; � � -��, ' � � � � � _ . ` ���'' so , � ; � . � =�, - �, � ' �.�,� =ii '� � � - -- � � � � `� �`,,��, �' � ��' � , � ,, � � , F � - _ _ � �. � � �. ; � � I I I L S - Ditch Slope �, �� � _ --, � , � �� �� �/;i ��' ,' �i�� � = � � � �, ,� � ��� � � �_ - - -- �� _, i �V � _ , -- � � '� � � _ � /� ;� , : „�,F�� � �, � , , ; ,� `�,� �, � . � � . �_ �� , , ' „ i � � / � _ � � � ��� � � �, - � �. � / _ � � � � � `P `\ ` _ �' _�__ --' -� i� , �� �� � � �� �� I� � � , �� � � �� i �, i � f � ;' � � �`�� � � - � � i � STA 14 +� -L- RT � � � � '� �� � � � -- � � � / ;� , ii� � ��� I � � � � � __� � � `� � -'� �� i J ��� r �� � � � h i � � � � �i � M �c � �'\� � - - _ � �� � ��= � � � '� �� � � � � �, � �� � \ �� �� � � � � j - . � � ( ) , - _ � , i � . -� ,� � � � - �, � ��� �� _ � \ � / � � � I I �a°d � �_ �� �� �' �'� � ��� �- - - ��� � ��,,� � � � � s�_ - ' � It�� � � � � ,,-\� �� � � -Y2- POT Sto. 10+00.00= �— � i � � � , - � � , � � �� , � � _ � � � � , - - �� �_ . � i i i i � � � �� � ��� F � ��000 � � , , � ; � ,.-,-ti �=� �'� ' � �� � ��� �� �� � -� - POT Sto. 2/+47.79 � � � . � � , ���� � � �;_; ,, o ��� , ;, A ; �� > ' � . _ _ �� � I I I I %'' , � �� � ��. � " - � NQITI� � ,, � / %' � � ` �� � , �� � � _ : � I I I I �� � �' ��� , �-� . � ,� � -� ,� - ;r � �.;, , � _ CO � w � � ; _- � /�� �� � -- ��,� SBG S - - � I � � � � — I I I � ��� -Y�- �� �, ' � � � wooDs _- - � �i ' '� w - ', FROM -L- STA 19+58 LT ���� -- � , ° i I I I I , � , � _ , _ � rv � � � TO -L- STA 19 + 68 LT �` � � � `� ,� � �� w I I I I I � � �� � � 003 � �� � ��� I � � ;�� N _ � � � � � -�� � . � � _ , „ � � � � I ����� SPECIAL DITCH —� ��, , I I I I I , � � ; � O • ,� �: � �, _: I s : � o, -� e I � � � :, I �„ w _ � � � _ti, _ , � i I I I I �'.� � � ! ' C � -, �,� O \: �, ; CLASS 'B' RIP RAP H N `� <<, � _, �� N n' < ` ,_� �� � � _ ,� i � ' ��r , N - �, 4.�� SEE DETAIL 4-3 �WOODS � � � I I I � � , -- i � , . ,' � � N r � � ' � �l,v� _ ���.,\ . � ' � �, • EST.2 TONS N � I � � �� , � � _ � -- --- � , , , = � EST. 7 SY GEOTEXTILE � � ��� � �' E �' � ��� �� � �� � � i � � / / , � ` \ . \ 040 � � � SBG - - ------- \ � � \ , ,, F \ ; I I I d i /� - / /� � � � , � - T F � ' �, _ � � \ � / , �. ' � �- � c � FROI� L ST 18 + 02 LTiR �G I, ��, ' ; ;- I I I ' i / ! � ' \ ,`� - � m '- ��TE -1 - � TQ-'=ST -L- $+12 LT/RT REMOVE �{� � � � - r � . ����� �-���-� � , - � ,� � - . - ,-.r, _ .— - - - _ = -- - ITE 2I _; - - - - , -. � -,_ ,-��� � i ... . � ..: ... -,_: ..._,_,� �, � - -�.� � ��,.� �_.. � . . ,•_ � � , .. --- -- S- Pd T � ��, , �.�i ��) <., ; ��ti.� - ... - .. - . , .- _. - ''`_1- _r _- ���' . � I I I I ���\\ -- � 1 �: _ ti �s - � �' f:_ �i _,,� - - --- -- �G � `. I' ) , ".. E0413 ,._� I I I � �= � � REMOVE Q - � _, , .; , . ,_ r�I� /_ _ _ � � I I I _ riNc��Riw - � , F i: i Q �rr-r�. <n � �_ r�rE{i,i _ / , 0412 ,- - - - - - - - _ C E �xis�rn� Riw -- - - ' i"ii i ,�,il � � � I I � -1 _ :�- —' F � _ / � - - � � � �� - - - - — - � � � � '. ' i l. .%t " � i I..I I II i � � , - �� I� ..,,., _ - - -� - - - \ � C - - - - - � (, / ; � L 1 �. -,' ��,c�i_i �i�l i` i; j �-\ ;_ , �' - 1g�� � , � _ , -- i � - - fi . _, W , ,. _. - i ..; ,.. , �r. .-y , _.;� �.. ,.. � � -( -i L- -+ r� i- -,�1-� ,-r i-- r v- �- '- - � � J ,- � » �"1�J�"1�'� l�'�'����"l�� l (`'��`'� �-� ` � � � _ �, � f �f, 1 �t� O � i._ ' I =- '� _, ` � - i'� ' \. �" - Ilill.l � f� � � / - � --, � I _. I I I \\ � � 3 G �;Y � _ - - - - i.i� r ���� t i �_ �.a � , � � , ��I �. � r ��_: , � - „ � � �, ���.,. ��„(- t _ i; ; , . F � t � \, - - -.. , �; �� . ,- , -; - �� �, �; ` �; �� : � �� . - �, � i � �� 0401 i X ir�_ t.rrrc.i �_ � -, `� � �'1 t r ,. � , � ��.,._�`�i�. _ I I I REMO ,� -_ �_ �ts,� __ � ��r , ,� - _. � - - - - -�- � _ _ - - ,_�- �__ _. _r- _N _, , ,_,_ _r- -�_ _r _r= _.,_, ,_ ,_ _,_,_� i I /O � �����} / _ _ _ __ _ = - - - - -_- - -- � � � f,l_I ,r�r C 1 S I 1 '�i i i � i f.� — � , -� � _ - '� - - - - ` , ,2 � ;' �_ r - - -- - � _ �u GI 2 G , � ., , , , ti �, �, , � � --- � ----- - � >' �`��;;�� � T - - - - - - - i I - - L , i-ri= -- __ - _ _ -- _ _ -- :� , 04 5 "�,a��. - - , r ;T� �� ,_ - - - ------ - � , -- - - - - ------ - - - __ - _ � _ ,_ MOVE I I I _ — - - - -- ___ — - � - - -- - : _ - _ __- , '�.. _ Q4�$ - - - - -- -- ,� - �_ _ - � � _._ � I I I I � - -- -- '- - � - - - - - - - - - - � -- � ---- -; ����, __-� ----- - _ �.. I,I�L.Iy W I I .�i.lJ�l_jl„� � I I_ 1.1,, l. �._l-C�.. .._ _ _.. N .., - �.� �--- ti N _ ..✓_ .-' I � O O � �, Y l�� l(( ll -� I _L[ 1 f f�(1� U T i, 1` ��� ��i{ � O O �� �� - N < , { ' ' _ � � � N � � � �� I w � � l�2 50.0 W _ 04� a � � �, � �� �► o � o; , M. . i - w i � � � � � � � Y'�rri.��. _ _ � � n 2G1 � ���� � � 0409 N c� � o o �� 7 �� c� � l`L�l„r`�Y�i � � ` -- - - - _ _ _ `� --� �� - - - - - - - � i � I I � ,�� �,� �� - - � � - , �i���,� __ _ _ --_ _ _ - -Z - � - - =6.0 �� ��s�.�.. � ii - - - - -w � - T _ 040 _- _ � I I I ----- � ,, � _ _ _ _ o� _ L � - ;. T,;� , .,� i _ ,, _ ' �2, 5„ � �,�;y� ,i < <! i 15" RCP III I I I , �_ ; ; . , W - _ , ,_ _, ,tr,� i . , ,�` � _ , -,- . ,_ , , _; , ' �� � ,�ri' 2G � _ a � � � ��`t� ��� _ _,_ � , _ ,- - c.":�J_r l ,�� , D�' ;_J � i �_', ai-i ` �n • DO � C I I � � � _ � ` ` %�' _� _-_ ' I fJ�'��l.i �. �� �] 11�I_IJ „ ' � �,'' i -- 1�� �1_1�� � 1„la_i. �' ;� � Q � : • /.. `\ � I �.`',, - - - - - - r ,' •�% , i � � � � � � � - - - - — - - - - — - - � � �� I/ � -_FS' W.��1� �1 � �� � � ��� � I . �.l 0 ��� r - � _ � � �'o � � � � � � � _i � I � � � � C � � � � � _ �� � � '�; � . � Q Q � ✓ �: �� .�% 0 � � � � � CXISTING R/W -�� � � � � -� - . �i.l�-f �, �� � � �^ tV � �.�, � \ ��� � `� � , ,� / -, 1� I NG Ri'"; / � " � � �- � � , I I I Ex-Tiv� r���� �. � ia.�,I�� �- � r� ta�„ �� 0411 ��'' O � � 4 -�1�� � � �� iA CLASS 'B' RIP �P 1 � � 4 �i � I I I +20.00 -L- (/ �� `- 0403� �� ` ��� i � r � A � ,� i �� I I I F F -- - - - - - - � - / 040 � 6> �� !J�S Q , F �, � � � � � � � EST. 2 TONS , � � �� � I I I .00� (RT.� �- pVE �-� p � P_DE P�� , �, \ �\ EST. � sY �E xri � oo , ' �� � � . �, .. _ � TB \ I _ , � � t� � ' 02 . � TIE TO EXISTING ITCH 0 � � DUE� UE � ���� ;� s ` � °� ; _ � � "� �� � , ��� �a,TEr�a,� �iTCH � � ���. � E �, -. , �, - � � - � t� �/ , �; '� �, �� �F PSRM 6.7 SY � �� � m � - , ��''� � ��� � � / � � - �, / �` �� � �, � � � � _ SEE DETAIL 4-4 � � ' � I \ � � � I I I � 1� �,-� v � I I I \ ti / 040 � , I I I � - ' j � / N � K � � � / �_\ _ �G _ _ - � _ _ � � � � � � � � :� r� � %'� W ��B � �EMOVE � 'Sta. 19+57 RT � � , � I I I j �� � � �, � --- E E � '� � � , � � !� � � � E - t�o= ,.o �fs , � ; � � �� � i j E - � " / ,- �i � � � � /� � � vi�- z.o fps SPECIAL BASE DITCH � I � � � ', -� � .� , I I I , � E ,,-, E � 1 �� SEE DETAIL 4-1 � �� -� � � ^ y� � ✓ _ � � �� � � � �� � � � � � � � � l ` ` � � � S d- �� 0.4 ft � � - � � CLAS RII,�RA � � -� � y � s �02 ft�fr - I � - _ -�� � n - 0.'Q35 � � I I I �� � �� ,�� ���' c�•� 'i° �.� ESa`.2 TON� lF� RECONSTRUCT � \ � �� iner= ��rass i��� ExST � � � �� �� � _ � � �. � � I I I `�� - � �� �� ��I� , �� � ,,� EST. 7 SY G`EO�EX��i � BERIWDIKE / . i ���� � �� _; , � =� % � � =� ���;' i � � � ,�\ � , � .� I I I , �' � � � � �', � ; � ��� � � � � �s. � �;' I � _ � i _ � - � �i � I I I / � YI - POT SfO. 12f36.00- � � SEE DETOUft' IMPACfiS,� " WO�D` 5 i � % ' -L POT Sta. 13+45.99 . =� J `�, � _� � , - � , �, �,��-�,�-,��,���,� �,,,� � ,, � i i i i , �� � - r� � / ,. �v , � ` ' � � ' � W0� DS � r� V� � , I _> � � °� � 1 I i � ' i I I , � NOTE. STAGE CONSTRUCT � / � � � sg� ; �; �� �, I�� � � ,� � , � � � _ A � CAUSEWAYS. ONLY ONE � � �i I I I � LATERAL BASE DITCH � �` � � �;� � � ��_ � FROM L- STA 19 �+ 3 RT � !Cp ;I� � ' �' ___, SEE DETAIL 4-2 �,i � � TO -L- STA 19+83 RT , , � � � � �� � j --- ____ /I . -, ' , ,� ' � � FA�sE �unnP � I� � <_ CAUSEWAY ALLOWED WITHIN r�~ � RiP �,P Ar � �'` � '; � �, � � �� �'� � � � -� � ' � ---- �i � � ��� SEE DETAIL 4-8 ��� � � - R VER AT ANY TIME AND � � � EMBANKMENT �� ���, �-� � 1�-� _j ,% _, , N � � � � ��� �� � � �� ' � �� OF�THE� CHA�NNEOCK > 50% _ _, ��'� � � sEE �ETai� a-5 X__ i ;� .:` 1' l� � . � � � � � � � � � � i� � ; � � �-_ � �_ � _ � - � i I �\ / � , -/ / ; ! _ �, ';/ r = �' I r� � � � � � I � \ � � t�� ��-� _ r __ ���� 'i� ,� � � � �� � _ �; ,� -� _� 'l�� '� � � � ,, � w ,' ` r �i � � � ' �'Q � STANDARD BASE DITCH � � � � � � � ��� � � � �� �o�� � � � � � � i , � �� �� �� SEE DETAIL 4-7 '� I z�' �' �\� �'I ��� � �, I � � � � �'. �� � �.r� � � �, �� � � �� , � ,! � sta.= 15+5a RT RIP RAP AT � �' �� ' __ � � ,� �� �� i' o � '� �=� , f �; _��� Qio= a.6 cfs EMBANKMENT �'a � �.7� �'� % ��' �� � � � � � � I � � � % �'i �� V10= 2.9 fps ,� � � , � ' �: � � ✓S� �.' � �� � � ' �-' � d- o.a ft SEE DETAIL 4-5 ' ' , � � = ��� �, - __ � � � s � � � ,' � � s= 0.03 ftrft � � � � � � � , „ � I � � � � % n= 0.04 s, � -r `� / � ��'� l� � � � �� • . � � � �� � � ���� � � � �� � � � � � � , � ; i ��,, '? �, /� i � ' � � � ,��� � SCALE: 1" = 100' �_ , � / � i Liner- Class B �I � �� � � � � / � � � � � � r i � ���� �- �� � / � ; � �, /� � , , }: ��� / %�/ � ,= 7 �� -- ; � � � � ; � , �� � 7 % ! � � � � � � ' � � 50 25 0 50 100 i �� , �7 � �� i' � , � � '��� ��i ;�� � T � �i. ; �� �� � � �? J �� � i � i / �i � � � � � � � S ��j _ ���, � � , _ � � � � , - � � _ �� ; �� � �% � I 3 �V ' � / � i���� � � . I � - ���� � � - � � � ���.��� � _ � - � � � � � �4 � � ��/ � � I O � . . . � ! �� �� � � � � � � � � . . . � �� �� � � - - d � � I . . . . . � .�� _� . GRAPHIC SCALE Q / /� �; ��, / , � ' � , � ��- - �� � , �� '� �� ; � � � ,� /',;� , ; � � � i" ��� � � G � � � ��� � � � �����/, ( I O � � �" � -'� � �O� � i S� � ;� � i � �� �, _ , �� � ��' _.� „ �� % � �J��/ '' '•. � � � \ J cv L � ' ' � �� a , �,� �-_� � ,; �� ��---'��' � �' ---- � �� i - ; �� ,, ,� �'�( �,� ���� � _ � � ��,.,, �� ; SEE SHEET 6 FOR -L- PROFILE � � � � � / � // � (i� i � ��� � i �� �� ; �� � � � � r � SEE SHEET 7 FOR -Yl-, -Y2-, AND -Y3- PROFILES �� � . � � , � � . _ _ �� � ,, ( � om >��� ; SEE SHEETS S-1 THRU S-?? FOR STRUCTURE PLANS � � PROJECT REFERENCE NO. SHEET NO. � � PERMIT DRAWING � � BEGIN BRIDGE -Y�- sR �55s B-5239 5 � � (OLD NC 87) -L- STA. ?Z+�?.?� SHEET 4 OF 12 � 2550 R�W SHEET NO. ' 3300 ROADWAY DESIGN HYDRAULICS �i ENGINEER ENGINEER ' TEMP c•i TEMP TEMP N TEMP �� PS TYPE III TYPE III p$ TYPE III TYPE III PS � �"' i� ' i i�, -LDET- �o N N � �oo �s5o 7150 �I\T��I�I[�]L]E�[°]E l[�]L,A�I\T� � � z N N N—N N z �� 1000� �2300 8500 �� N�°� �r�� ��� �/ w� .�c��1u���°p�zv 6000 -L- -L- -L- 5275 I PS TEMP N TEMP PS TEMP TEM PS �20o Nc s� Nc 8� 2250� �375 Nc s� baoo ' TYPE III 2,PS N TYPE III TYPE III N TYPE III 2�0o boo I BEGIN BRIDGE � END BRIDGE END BRIDGE ' -L- STA. 22 + 22,22 -L- STA. 22 + 22,22 NTS -L- STA. 22 + 22,22 A� 8�/� � � ) RS 2� PS — PAVED SHOULDER 2625 O7 DOCUMENT NOT CONSIDERED FINAL ��, SKETCH OF BRIDGE AND PAVEMENT RELATIONSHIP 2017 ADT 3300 UNLESS ALL SIGNATURES COMPLETED -Y2- SR 1002 � 2035 ADT (ALTAMAHAW UNION RIDGE ROAD) i 0 � DENOTES HAND O CLEARING � O x � DENOTES TEMPORARY I /� ; �__ __ FILL IN WETLAND ' `� - - - - -- -- -- --- -- ---- - i , ---- - - _ � S IN - - - ��__�- - - J S � �-- __ - — --- � , - -__ DENOTES IMPACT -- - --- � ---- ��s I � �S' - i �,� _ ___ _ SURFACE WATER � �� ! � �_,/ i � DENOTES TEMPORARY /' IMPACTS IN SURFACE WATER � ��� �� 0 � %� j `� � 0 DENOTES IMPACTS IN i � � � �5' � 0 � SURFACE WATER (-L-) , � , � � �'i � ;� � � � N- .- � ' ` � � , � �� � ` ' DE OTES TEM ORARY � � � ��� �� % � � /� � � � r� 0 � M ACTS IN SURFACE WATER (-L-) � � �, �� -�, � � � ' N Wc�ODS I � � � DENOTES TEMPORARY i . �Q �, � � � ,�' � � FILL IN WETLAND (-L-) ��, � , � � , �� � � � � , � ��,,�� ' � � � ,� '� � � � IN�W T ANDV� �ION li \ �=�� % �'� " � j — -- / i S x: � ' `�� � � '��� � �� � �� i � � " � � � " '] � (NO CLAIM) � � � �-'' ' � ' `� , � � � , '����� ���� � � � � � ;�� ,�� I ���� ���� -Y2- POT Sto. 10+00.00= � ss \\ �F - '� ,_ � � , _ _r = '� I ���� - , �; , -L - POT Sto. 2/ +47.79 � � ��� � � � � �; ,.,,-,-� �� , �� � � - N � � �� - - ` � � � � o _Y� � _ _ _ � _ � N = � , � > > � , , � � � � �� , � �� �, _ � � , � . . , �� t , � . � . �, � � �. N - -� � � r � -, - . I N �` � ` � � � � �� � � 1 ` � > r "�� N T\/ n � I/ Y � � � �y i � l �'� � I ! �\� �� � ,_.'. 'i � � �I ;� 0} N� ..., I --�:.. '�,.., � ..__.. i > 0 H N L � �a , � ; p • � 2 _ _ �� , N � _ � C = � � � � � � � N r - �� , i � - �- - �a - . , ���,� �� � . � > � ,� � .. ; � , , � O N Z I � � ti ,� � E � ---- , � _ , ,. , �, ���� i,� � � . ,� ,, ` � - �G � � ��'' , �^� � _ � � \ � , _ � � , � _ �- � � - , - i�n i � - � � , ., � ,,_ ! o , , T � S1T_E 1 - � � � � - - - - -_ - - _ - _ _, , , � - - , ti , ,_ - - - - - - 0 � - -- E S ITE 2 - - - - - - - - - - - r_ _�� � ;: Y - _� - - - � _ � �. � " _ o _, �N - -, ,_— _ -- ,. -,_ - PD �0 � , - ,. , ;� , _ � � E -, � _ __; , _ . � „ ., � : , � �, , - s � � /`` ' , �. ., O� ' - �r_ � �� E \ � _ _ � ,� � v, , �� � � _ _ ,� - _ � � � �, , ,, � �� � � 0—,-- � � , � , � �I �I�� I Ii ��iW �� � � � ;� �� C; _ II1 r:" Q � �° � _ _„ �', � �i. � � � � E EXISTING R/W t� � �, I - --- – – Y- ' �% I �;� � � ��� � Q, � `� °° ' � __ � , _ - - , i C __� �� l�-r' l��'"1�" �til—"' �' l I'r�^�� �`-,��"1 ����"l�''�til� ���' "l�-' ,-�l-�� r� l��' '-ls" '-�..-r" '-i r J , � � � _, SAG STA - - _ - - W , , � _ �� � �� � i r �� � � � � � ���sf' � - �� _ / � ,, ,�, �- � 0 12+43 Y1DET- �� � � � , / �, o � , � — . , � ,, , _, � , , � � - – � — — — - � ,`r �-� �� � � � r� � ����� �L � � A �,��._ � . � m �J - - - - - - - � � v- -v- _ _ �k��t� s-�_ s t� � �k�_ '�t�� , i y� �� SHORING� ' � � � -- -- -- -- - - _- � _� ,, �� � - - - - - � � - „ _ ' - --------T 2 ' , -�s=s�— -��� � �-ti � .-,�� �-�� � L� � o �� � � _ _ -- --- _ - _ � , . � , � T - -- ---- oo � , , i i '�� N � ` � � - � � i �� - i 0 - �_,_ _ �5 � _ ---- - - -- �� , - - � GTD - _ ----- _ - - _ - - - - - - � � � T r T T - ,_� � - - - '� ' = B�TAI � � � � � �� �, Ti - - --- - . - _ � � , L � i _ _ � _ � - � � DET6 � ' ' _ � - � - - - G7D � � _ _, ��� - �,� - � . -- � --- � , SAG STA 20+02 -LDET- � � �� �'�� �'✓v i _ �_ • _ � SEE DETAIL DET3 �l - I 05l -- - � GTD _C �� __ �E PROT�TI9_LL SHORING 1 - - - N '� � - - -� - _ - r �C�' 3E�6ET7-CIL�ET� ' - B , � � �iT� �TD �_ � �=_J - - - -__ � ; -- - -- - - - = _ � � , o , ,. - _C � I - -- - � -�F , � T<<� a�� � - - - � _ _ _SFi9Rl_NG - --- GTD � ,- _ - - o - - - . - �- - - -- -----� _ � —� 2 � ' �`! 1i7 ' o -- - _ F ---� GTD ----�- �-��-j- , C _ _ , _ _ F . • _ �,` � _, _, ; 1�i��� -x`-'�-"-"-'ti ' > �— � i � �, � '_ - ,(�°� �- -� - �� (� -a F � _ ' _ ' - . _ _ � � � I� I� _ '• f � ! 1-- �-i , _�� � 1�� /,h.4 L�� � C _ l / \ - - ] ` . . �' .... , F r � p _ ,. � , � `���� � � � --� C � - - - ' i - - „ ,_, _ �� =-� . � SEE��D TA L D� 1�� . i r'��z �__ ' �� � o o � o \ V� i i i i � !. A i� `i� i �a �,,,,_� ��� �a: �� � t� �] i i C � c� c� N ��,', � � • ��� ��' SPECIAL CUT DITCH �� . � i � , � _ ' � � ,. ��� , �� �F � - ,�_�,�i �i�l_ _ i« ; ��� , � � � � � � � �� � - �1:� ,� ,� ��� ��� , �t a� � <<<iiL�� � 0512 � o � � �:� � _ _ � � � SEE DETAIL DET2 � � i � ��,�� � � � _ �`�� _ ..._i �_r, -._ _ . . o � o ,.i� � i �.� r ��n� � � � �� � a� � � � � o o � � � � ��'��i� i i� i � � 1z � __ � � - , � -- ,����� , - � • � , i � - "�,� - �° _ - F - � / riiii��� � � � !� �� ? U«.i_ a, _ _ �'I', � ,,, - ,� � ��� � . �� _ - �� i_i�i i i�l r,r � � T �B � i i i:i� i � � i i i�i i� ��, � , � ,, I Q� _ .� �'ts 'Z � 1 i .� � �/ � ll_1� J � f y1,71 I_I � r r � L�.4 � �� �� ' � / �� � -� '_ - - ' �� . �`�� ,� CL�SY�RIP � �O � V2= 2J � � __ ' � y � r r r � Y �i / - ' � EST. 2 T _ - �,� _ � �. ti �r � , /` � � - t �. -` - - - C ES GEOTEXTILE , d- o.b ft � i� � � A � , s= 0.05 �r � � _ _ - - � � „ � '''� , �� �� � � �� p � i�, TE/M� B� GE � ` GTD � � --- .« - � „ ° � n = 0.054 � � Liner= Class B Riprap ES _ � � �� , l�.r`,}'� ���, � � � � �� � �� TOE P E �� � k �513 � � E E "; � ,,, ; �_� � F � � ! , � � _� � � DETAIL � � � � � � E � � 0 05 E SEE DETAIL DET3 � �S � CLASS 'B' �� � � ,' ��� �i DET5 � `��� � � � lF � � � � � � �� RIP RAP � , �-� - �� EST. � � � �I i L� �•.% � �i � � � ���1� �� �� � � / i � � � TEMP 18„ � -�- e� � � � EST. 2 TONS _ _ ; � �v0� �S �'' -�' i W �_ �� � W/ELBOWS �J CLASS 'B' RIP RAP ' RIP RAP A�� TEXT�ILE � i �; � �v, � � � � - �ru = � CONSTRUCTION � � � �� � � Yl- POT Sta. 12+36.00= c B , � , � �i -L- POT SfO. 13f45.99 _ RIP P BANK `i� �, FILL MATERIAL EST. 7 SY� GEOTEXTI� S EBD TAIL 4T5 ____ N �.�;i� l ��� � � � �� �' � i C� �$ - � i ������' � r'�, rr•- r � ,�-�� r�-���� . ` � Q2_ 4.0 c�� � � a� �RIP P��_ EXISTING Sta.= 22+00 RT �' sta.- ia+�o RT P OTECTION I�I � CLASS B � v2- 3.5 f�� E DETAIL DET4 ��� RIPRAP BANK � ' � ��� � DITCH c12 2.� �fs � �� " � d= o.� ft�> �N ; � � ��, � p `� , � � -� PROTECTION _ f � � � , v2= 2.s f s � � ,� � s= 0 03��'it�ft � � d= 0.5 ft i � n= 0.�35 SEE DETAIL DET4 l�� � I / s= 0.03 ft�ft /' � ��n�� , ��ass SHALLOW ���' �� � /� � !�� � �= o.oa5 � � `� � r Liner= Grass /F `,'F � k� � I NOTE: STAGE CONSTRUCT - FLOW _�, � �, ; -_�-�' �� � �� ����, � , ' CAUSEWAYS. ONLY ONE DEEPEST PART OF / z�� , ' CHANNEL `' '��� ` �� CAUSEWAY ALLOWED WITHIN , EXPOSED ROCK � � � ` � �I � , x! T � � � _� ' RIVER AT ANY TIME AND� �-� ` , �� �' � � �� ,G � ��� I� \ , � �- � SHOULD NOT BLOCK - >�50% �� ' �s ' ' �� � � " ' OF THE CHANNEL. � i �� '� � � I ' , ,;�;�-, � � � � �� � � � �,, 1 �� , _ �� , � �� � � ,' , � � � a � � ,� ' � � � DETAIL DET3 - � ° DETAIL DET6 � ��� � � � � �, �„ � /� � ' TOE PROTECTION ,'� � � "� � � � � ?•� � Not to Scale) �` � � �e< � FALSE SUMP � � � ✓S'- � �� ��'� i o,. �-���F�d ( Not to Scale) � � , ✓S� � �i DETAIL DETI �'�is,p��°,,er ,�.����S�oQe ,� �Tra�ffic Fo�w� /���� �� � I � � ; „ _ , `i� SCALE: 1 100 � SPECIAL CUT DITCH �2� � ��' 0;� I �� ( Not to Scale) d� � � � � i � -� � 1 0� Ditch Geotextile -� � ,/S � �� �� � �� � �� I Natural `i-�' ,�+�6t Slope d= � Ft. � �' � � I Ground �'I � QAO � l� �' �� —_ � � d � Proposed Ditch S= Ditch �ope `� i Type of Liner= Class B Rip-Rap � Geotextile STA. 14+61 -LDET- LT � GRAPHIC SCALE i Min. D= 1 Ft. FROM -LDET- STA. 14 + 00 TO 14 + 50 LT Type of Liner= Class B Rip-Rap Max. d= 1 Ft. FROM -LDET- STA. 18+00 TO 19+10 RT i � FROM -LDET- STA. 22+00 TO 22+70 RT �5�� i � FROM -LDET- STA. 11 + 50 TO 13 + 00 RT . � � � DETAIL DET4 DETAIL DET5 � � ' � DETAIL DETZ RIP RAP AT EMBANKMENT �� � � �� SPECIAL CUT DITCH ( Not to Scale) Outside Ditch FALSE SUMP �` ' p ��` Vdet = 40 MPH � y TrafFic Flow ( Not to Scale) � ' c� , Q � "°'t° 5�°'e, ,o-m�n. � -LDET - -YIDET - -DRV - ', o� ,� o< o�}�h Ditch • � 5, �o �� ', l Pl Sta l0 +80.90 Pl Sta l2 +4/.53 Pl Sto 22 +44.83 Pl Sto 24 +05.46 Pl Sta l2 f23.42 I �� Natural � �,'• t Slope Grade 1.0'min. � ���� •' � �� � f� ��+�G�.�� i � 3 Ground ?•� p F\a��e � — s-� ; p= l6° 53' 12.3" (RT ) 0= l6° 53' 12.3° �LT I 0= l6° 53' 12.3° (LT l �_ l6° 53' 12.3° �RT l p= 30° 53' 33.6" (RT l p= 90° 00' 00.0" l LT J ', ��' Min. D= 1.0 Ft. GEOTEXTILE � ,� ' D= l0° 30' 46.8" D= l0° 30' 46.8" D= l0° 30' 46.8" D= l0° 30' 46.8" D= 35° 48' 35.5" D= l90° 59' 09.4" � �. �; �s �� � L= 160.63' L= 160.63' L= 160.63' L= 160.63' L= 86.27` L= 47.12' � o� Type of Liner= 24 TONS,CL B Rip-Rap � Proposed Ditch S= Ditch �l�pe % T= 80.90' T= 80.90' T= 80.90' T= 80.90' T= 44.2/' T= 30.00' FROM -LDET- STA. 22+00 TO 24+55 RT V i !,�i� FROM -LDET- STA. 13+00 TO 14+50 RT FROM -LDET- STA�15t+42 TOS 15+57 RT STA 14+63 ,LDET RT c, R=,`j4,�j.�0' R= 545.��' R= 545.��' R= 545.��' R= 160.��� ' ' �M FRonn -��ET- sTa. �b+s9 ro i6+58 RT i� � � /� SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS R= 30.00 SEE SHEET 7 FOR -DRV- PROFI�E ' ,:� � FRonn -��ET- sTa. �9+65 ro �9+�5 RT / �� i SEE SHEET 8 FOR -LDET-, -Y1DET-, AND -Y2DET- PROFILE 'i om. / � / � PROJECT REFERENCE NO. SHEET NO. � � PERMIT DRAWING � � BEGIN BRIDGE -Y�- sR �55s � B-5239 5 � � � � _ — -� , + $� , � ; , ,. _. , --, ; _ , ; , ; � ; � ; -�- sTA. ? ? ? ? , z ? ,�� J -�, ���, � ,�— � ; S H E ET 5 O F 12 LD N 7 - - _ 2550 � / � R�W SH . ,,i � _ . EET NO ' � �� - �7�� �� � / 3300 ��� � , % �� ROADWAY DESIGN HYDRAULICS �i � � � � �� �% ��� � � j � ENGINEER ENGINEER _ � �� �,��-�— :i - ' TEMP c•i TEMP TEMP ' TEMP � �- � � i � ��� �� , i � -- �� PS TYPE III TYPE III p$ TYPE III N TYPE III PS �_-'/ r /' ���� / � � �� � �- I � � � �� � , I� �' c•, � i i•, -LDET- �o N N � �oo is5o ��50 �` /�� �I\T��I�I[�]L]E�[°]E l[�]L,A�I\T� � 1[D� N�°Jl" �T�1C 1F�1f8 ]E8% W .sAC�LJ][�d°l[°d�N � � Z N N N N N Z �� 1000� �2300 8500 � 6000 -L- -L- -L- 5275 1�` c� � _ I PS TEMP N TEMP PS TEMP TEM PS �20o Nc s� Nc s� 2250� �375 Nc s� 6400 /�_ ___� ' TYPE III 2,PS N TYPE III TYPE III N TYPE III 2�0o boo �-�� � I BEGIN BRIDGE END BRIDGE �����-�o � / � � -L- STA. 22 + 22,22 -L- STA. 22 + 22,22 - V � ��, � � �� END BRIDGE � I �� I � � �` N,q� 8 � \ \�` -L- STA. 22 + 22,22 � �/ , (NTS) \ I I I � � �S �, PS - PAVE D S H O U LD E R '\ 2625 2�07 DOCUMENT NOT CONSIDERED FINAL �, SKETCH OF BRIDGE AND PAVEMENT RELATIONSHIP 20,� AOT 3300 ;� UNLESS ALL SIGNATURES COMPLETED -Y2- SR 1002 � 2035 ADT (ALTAMAHAW UNION RIDGE ROAD) I ��> l �� �, , , -- --_ � -� , � ' ' � DENOTES HAND i '� `' � �'�II�� ��� �� � i � CLEARING i �� - - 0 . � � k � � � � ��� . `��� � �-_ � ; � � , � � � x� � �� �' � �, A , �_ , _ � ,� � �� � � �� �� � ; -__ � � � ;� � , �� , ;� , _ ,� , ; , - � ;' � DENOTES TEMPORARY i , / � '� ; � � - ��� - -- - � � �� � �� �, A � � ' � _ �_ _ i � �/ � �� ���( � � �-- -- � -------__ �-� .�� �/� � _ - FILL IN WETLAND � � �� ��,- � �� �� - �--- — _ — -- � _ _ - - 0� _ � - - ��\ � i-'' �, . - � �, � _ r � , ' � ' S IN \ _ � ,� � , � �� � "�� ��_�--- - � _ � —��s '� �--_ __�. _ �__- Iv % _ - �- DENOTES IMPACT . (�� ` � \ -� � � — J JS�- = � - - � �� -- _ � � i _. �� � � 'V \ `.. �� �'� � � � � �-r� ' �)��. � � �, ����, �� ����� I )S �����/ _�_ � _ � � � � -' SURFACE WATER . � � , � -- ' -�� ` � � �� , � � � �� � s'� � '� � _� � � �� � , J ' � � , � � `� � ," � =� ' � � I �� ' � � - � � ��'� �� / . li_J , �� " �� � � i i � 1 �� � � � / i � � � � ,�,� �� � / � � �I ��ll '�� ������� � , � � `���- � � �rl ,'�� ,� / � � DENOTES TEMPORARY i �� ��'��� `� � � �� 6', ' iri \,��, , -�� - - � ���; ���� � �- �. , � � � ' ' � ' � � IMPACTS IN SURFACE WATER � � � ,- , �� � 4 \ u i,l �\I ; � \ \ � - � I � - � " �'� ���� �� � -'',^• � ��1� ; �J, 7 � �� ]��� I I � ." � � � / � � �� � _ � � �� � I , - , . _ , �,, � � � \ \ , _ � ' �, '! ' � � / �i � � � �> % � \ - � 1 i � �' / O � � � � � � � � �- ', , - � _ . � � � � I �`�� � ��` ���' � `-51 O C�., � � � -� DENOTES IMPACTS IN i ��, ���� �'� � � � � �1�/ /,� � ���� ;� i 0 ''lII �"�,��� � \„ ��� �' � � � ��. � � � Q � � �! � SURFACE WATER (-L-) i �� � i � �`, � I � � �� -- � � , � , _ _ � � , ; � �� , � \�n� , �� , � i V � �� V� ' � � ��� � _ _ . � i � ,;� + � �� ��� � �; � �. __ � ' %�� , / �� ��� �\ �' ` �'' � + �� � � � � � { �_- / ,� � � � ; ��i �I�, ��� �� ._� � �� ��;�. ��AV ��,., � v�,, , I '�. DENOTES TEMPORARY , � `� � `� � � � ,�� � -- � � � � � �� �� �'� �� �� � ' --� � �� � `�. `� ';-, � � O � % � � � � IMPACTS IN SURFACE WATER (-L-) � � o N � r��s� � � j �, � � I � � � � � ; � � if �� � � ' � � � � ��� i A , ��, � � ' ' � L,, r ' � i � ,�i;� � , , IS i I ( N V � � �, ��, �' � � _ -- � � �� il� ; � � � � , I ,; � � ; �� �_� � � - i ) � � �� ���. y, � � .'.,�OODS -- ������' : -'� � � � � I - � � � � _' '� � � �� � � . 6�' , �� � -- - DENOTES TEMPORARY � '� I . � �:� �� I � <. i ' � � ` � � . - , I ��' III�;-_ :r� j / I 1 I � `� � , . FILL IN WETLAND (-L-) � � \ � � � �� � �, �, ; � O � ��7�, ��" _- � .---� J �� �; � i � ' � J � ����� � � j�� _ � _ � � � � � ,i -� i �� �� � , , � _ y__. /+ � �� „ v I % �;�%�� � � � � ; •�o I I �!, , ,, � � I , ,_� / -,�- � DENOTES EXCAVATION � �� �, � , i , � 5 =� � ;' � % I � � � � �� � \�� � - �� � �' ' ii � �1�� �� � ,�S , � i � � . � � � `�� .� -� �\ IN WETLAND -L- ; � i , � x, � '' ('I , ! � — � i � � - � ) , , ; , F, ; � = � � `` � - , I � - �' 11 ; r i � =_ - /� � � � ' � � �, � ��-�, _�.. �. / , � ,: % i i ( �' � /% / � -/� ��' ' I � \ //��% ,!i /' \ ��_ -- � � � � , . `�� � \�, � � �� � �/ ����� � � � : �, ;� ` � �� ,� i � �, , � _ , , _ ,� ; , , � � � s - - / ,� �� � , - � - � � - � ��� '��' i i � -�� � -" � - ' �.�-�'`' �� ', � � i , � � � � , � _ -- - � � ' �� ; � � � � � �� � � � ` � �`n � � ��. � � � �_ ��� � � 4 � ,,� � � � � / � _ _ � / N� C��M � c A� \\ �� __- ' ' _� � �/ �� ., � � �= � , u , ��� ' ��� h � ' � \ l � � � i i � ia �, � . � • _ � � i % , � . � .; � , = _ ,r, � ; � , ; ` � ` ,' ,, �- � � � , �� �, � � � ` T� ��' �, � " = � � � �=� ! : < ,- �� ;� � � , '��� � A�, -Y2 - POT Sto. 10+00.00= - �_�., �� . , � � � , � � , ' �; � � , , ��,� �� �' �'� �� , ��.,A�� � � , �� � � � / � ��� �� � � Z` _� � ,�� �' % ._ r -i �, i � �� � ; � � � � F n%� � _ ��l_�, ;�i; � _, �� �� ,�� !,_,,�..�� _ _ _ �' I � ���oo���� �, �� � - - . /+4 - � ��� �, - - , � � � � S . T \ � �, , � / ; �� , -- ��� �� L ta , � ��-� Z � � � ` � _ � � � '�� �.> � � __ `�- �` � � ��� 6� _ _ - � �. _ � � � _ � � ' � _ � , � _ � , Yl ` � > > - , � ,J � � � I O ,, `� \ \ \\ W 0 � D S _-� �/� r < < � � , N ` \ ' � ` �� �_�i � i i _ , �i r J _' - p� / _ . � , I ,- � � � ( � N ' _ _ _ , / � i cn � � - � ` � � - 1 - � � '' �- � _ � �� � ' I � - - -- ' l � , � � � � �� � � �`3 .c� r '� �� � � e � m N . . ��� � � ��, � �� � _ � _, � r �� �� _ � �� - � � � � � - N� � � � �� � � N � � � ° � � ' �,, � � I � < � i N °° °'' �,-. � � �� � � � � „�� � �, �%,- N "� ��� Z �� �,.� � �. �� I �- � � �- �a � �� � � � ��. / � \ � _ - - W �- _ � � � � � � �.A / � -' � � � - - _ OODS i � � � � ' � , _� r., � , :. ,.� � : � � �_ � � A '� �. _ _ �, � � l i A �� i ; � ,� O�' ,� _ � ----- � , i � - -� _ � ; N � � � �t. ti� � / = � ; � � \� ` , � ' � _ - � , � . i , , . :, � _ � ; - , . � _ �G _ _ � F - � - � .,- � , / , � _� , , oti � . , ` , 'P i � ; ' � ; m _ � , ';'�„' ,i� E� _ — � - ; , , - - � �� ;, � �,, . - - � - - - - ,��,���-���`-� � _ _ SIT_E � - - - - , -� — �- -� - � . � �;, � � � � ti � �-T � -- -- - � _ �: � , - � - � - - 0 - E � '��� �� S ITE 2 /�� -�- - - - - � _ � �� � , . � o �� , , _ ��N ���,_, � �� � � �- pD � �� �0 � � � � � �, - - _, �� _r- �� �-�- i \\ � ; � � �� �,-�, �� �-' E -� � � � � � - � � _ - - � �. � �, �;:� � � � -� �� , � � � __ � � � — — - � � � E� .; ' �<i�>r�NG� ✓W � -' �' „ � Q , E; _ ii,_ Q -- v� �,� , �. . '_ Q - - � r � / ��� � � I R ��� . � � -- --- W - i �� ..�- � � ����. � �XIS�TRfSLR/W � --1 - I ,i � '. ____ ��• i \\ , � �', Q� \ SAG STA -- m ' � r - - � r__ _ i � ,� _ - - - ��, _ _ ��� - \ � � ' � � � �C` 'i " ` � � � � . , �� `�, I � �, � ' � , -� � t �- �' i - �� C �-'��-r '�� '-��" - - � '"'-� ° - �� � r-r��`� r�"�-���������-" �-, �; .., � ; �r _ _ , � ,- � -. ,. i k . r, � „ r � , ,-� , , \\ � ��r; �� 02 ` 12+43 -Y1DET- „ I_ i i — ` �. � t _ _ _� ��' , , , � , � _, / , _„_ . _, _,-ti _ , L y - -- _ _ � �, - - - - - - - r Q �� �_ � m � I ,/, , ', ` - - � / ^ ' ��,,<, , < _ .� - . �; v ` �; _ _ � y y �' ' - _ tin ._ �;_. �. , ,- ., ,�' . � ' - - i - � � � SHORING�� � /S - � -- _ ___ _ _ C ----- -�- ,,� u. -,�� � �,,� �1N t�ti���, � �. ,� �- � . �� 1 - � � �' . . , _ - - - � /-�� � _ y � , . l. .��ti v� -w � �� � �l ,� �� (-� � l _ _ _ r �L . I `_� f �.' - - - -. � �� - - -_�� - -- , - � � - - - - - �- � _ - ------ �r � Z -FS SEE -- L �-� - - - - - - - _ -- �_ - -, �,� �, , ,� . _ � � - r ; - � T- ----- --- ,�,, � 0 �, � ;�-- - - -��_� � �' , - - - . _ - i - - - � �� , �_ � �'_ ��� , � GTD� ----- T� — T � � �� � � - -- o � e�T� _ �5� � � ---- - _ - � � - - - _- - - _ - - ___--- - _ _ ,� - - -- - � � — , T . — - � � _ --- . _ - - _ '- _ � - DET6 � � � �_ - - � - ,,,���, �� � - G7D = � � � _ , _ , - � � � Ol � � � SHORING ��� SAG STA 20+02 -LDET- � '� �''��� �� i - � � �_ � - _ �E PROT�T2 � � - - - - - -- - � 05l � SEE DET � � � _ • -- � -- � -_� N - ^ � � � _ GTD _ C� /l_ - � - �`�� 3EE6ET7-CIL --- � �-�---. _ I _ i - --- -- �, - - �iT� �'iTD � _ � - --- I �i r-Tn - ET3 -F - - � - -� - C � - � �. _ � e _ _ - � �.�.,1 ��_ � - � �� - - - - I �� ' _--- � -� -S1-L9RI_NG O - -��-AIL � - � ET� _ i - - - -- � o ----� I . :� � � � - - - -- - - - - - __ _ ' • - �- � - - � �rrz�r��� ��� - -- GTD � - �_� � �� - � „ i - - - - - � � � „ fi �_ � f� � �i a� ���� ��i , , ._ � - - - � � ��_ F F � -� > � � � �f�� C y - - � -" -- - �-�- F C � 2 �� _ �� 1 �r�� � - � � ��`�7� �.1. ---� i GT�� _i ,_i --- _-��� ' - ,. � �_i a�-'- , �� � , �. , -; _ � �� � - - _ � ��- � � - - ' � � i - _ � � �,- -,. � _ i���,-,� u'�� `�. � �� �� -- � i�i�i_i�i����-- a-_ � � �. _� � � � � _ 0 � O��Y �_ _ ��� - ��� �' � ' � C � SPECIALZ�T �ITCH f�;�� ` �� • N N i� ' V i i i il'� t,;i�� � `` r.' � ii � 1 � � �� �� � _ _ i.�. i.:, � < < < i i �.i_r,i� � c� N N � � � � � � ' SPECIAL CUT DITCH �, � �` SEE DETAIL DETI � � � �''�i r�� _ ' o 0 0 � `� � � � ,�� r�r � , ,� �: , ,� � � � � � < < i i.i iJ_t 0512 ; o o � i � ;,��TiNc Riw � � '. "� r_�.•:�,. ' ' , o � o i -r���_ i.; ���,�, � , .� �., � i_� �'i�i� �':�;.'� _-�i� ��F � � --�. - ,_� �.i ��,;.� � _�i i��i� � o _ _ _ � �� � SEE DETAIL DET2 o r � � v ��� r ,o 0 �� � � � • . . , ss_n _ � _ .. % � � /, oo —, --- �l `� � � - " lii, �- � � ci��il��„ ' ' � � LLI1 1 1 ` �,�, - - � w �` I ���' _ i i i I I � U la I l,l.,�l' � l I �� � i � �� � � I.f 1 i � , _ . �� I � I I � l i _.' �/� �.. � � , � 0� Z �_ _ _ - - � � F � , � � _ �B � `� ��� : I�i�� � ' i i �i �_ I�� , ' � � CL�Sy' ' RIP � � � V�2- 2J � � � ' - - - � � �'. � � ��,. r r LL� � '� ��•, C / �� �i� � O �_ � � � � `�� E °L• i , � i > > \ � A � � � i7 � i �, � EST. � T i � \ \ -E- � � � _ i , � �� . � � � � \ �. �� d= 0.6 ft E _ - - , "'�� �' -t-'-' � � - GEOTEXTILE i � �� � s= 0.05 ft�fit � - "- 2G1 C '``�'� � � _ _ ~ � � T TEMP B�I GE � GTD �` � '; �� � � C �� — — � � � � �- � ,� � n = 0.054 � j � _ �� , . ��� -. � � Liner= Class B RipraP ---__ T 1�� i i`, „ r ��� 3 � � � _ - P „ ,` � � S � ; _ � r t '� � � F � � E�C � �- � ; � . '_ E , ) �� � � �� �� ��� � DETAIL E ���, y �'�it� �,-' � 0 05 S� � � � � � - E S�EE DETAIL DET3 � � � � � L B � � � � � � � � � � �� E � � c ass � DET5 � �� � RIP RAP ,. � 4 , -/� � I lF � 1 � � � � � i ' i � � � �: � .� � � � �-� / /F .r --_ \� EST. 2 TONSF� �i�� �� I , ' , in � � 1 � I � �+ , , � ; � o� TEMP 18„ '� -`- -e�� I � %� ��`.EST. JiSY � / � - ; � � ` � W/ELBOWS `"� , � ILE ' �� � � � � � � �� , - � � � � ��,�� � `' �'; CONSTRUCTION � CLASS 'B RIP RAP <;��� � RIP RAP AT ���TEXT� � ,� � , � � , Yl- POT Sta. 12+36.00= � `' '��s , � c B , � ' � ��, � i � � � ' EST. 2 TONS -�� EMBANKMENT -_ � � _ � / ; - f " RIP P BANK � =�/ FILL MATERIAL ,� ` % C� s�, g ���� "`� ���'il7 ` � -�-�sn �� � � r L - POT Sta. l3 45.99 �� � - �' � � � � � � � j�� Sta.= 14+�0 RT P OTECTION �� � CLASS B EST. 7 SY GEOTEXTI � SEE DETAIL 4-5 � _ "� �s EXISTING � / � _ ��� �- �� � I, ; ,_r' c� � �tlP P c�C��S - � c V��_ �� � �� � � �� PROTECTION � � �� �" Sta.- 22+00 RT � �� �� 4�0 RIPRAP BANK � � � � DITCH c12 2.� �fs > � v2- 3 5 f E DETAIL DET4 ��� � � �i I I / s= 0 0�3 ftrft _' i �' f� i � I l � s� 0.03ffbfF /' � ', - n= O.�S35 � � SEE DETAIL DET4 � � � � \ �� / l� � � I Liner"' Grass � - �� �, ' � ��� � _�_ i�� - � n= 0.035 � � � � --�- � SHALLOW ''� � . � � FL�W �i � � ` �l j � �-- �� l � � � �` 7 Liner= Grass , � hy � . l.� � ---- - � � NOTE. STAGE CONSTRUCT ������� ��� ���� , �' _- DEEPEST PART OF ��,����_��_ � � �� � � � � ,' �" ��� �ti���� ._� �� j �— � / CAUSEWAYS. ONLY ONE � � � z � � � �� � � w,� �� - � - —� �, � �� CAUSEWAY ALLOWED WITI��I�N EXPOSED ROCK �� � CHANNEL � � � � �_ � � � � � . � � � � �_ , , � , x; , � _ � �� � � � , � � � _ � � _ � � S �� � �� �'� � / ��� �� RIVER AT ANY TIME AND�-��� � ; i� I � �_, � � SHOULD NOT BLOCK >��50% i I ,�� _ '�,i, � � � ,-- � � �;�� � !�' � � i � � i �, �- � ' � �; � OF THE CHANNEL. - � I ,a � � I�' , , ����; -, �� i ' � � - � z� � ����� � �� � � � 1 �- /��. i - _ � � � �n ;'i� j� �� � � ���� � � ; i � DETAIL DET3 � DETAIL DET6 �-; �� � ( � � - ' � TOE PROTECTION � � � � V � � � � �� � � � I � __ S �`, / � � y i � � ��� < in FALSE SUMP � � � � � ��/� � ?• j ( Not to Scale) �te / i o,. - �F�d ( Not to Scale) �� � � `i , � � �� ✓S� �� C F• F , e � >, �� � � �//S �off .� �� �oP Outside� Ditch � � � � � �i � � �� � 1_"�� � ` � �� ] � I /p er `� • \S • � . � ) �/ , �- DETAIL DETI ,oe F,� .� TrafFic Flow � I� k� � � � �����_ _� _ SCALE: 1" = 100' SPECIAL CUT DITCH 2' 1�� 0; J � r �,'��� �'�'' i ��l� `-� �'_� _ �� �� � ( Not to Scale) d � � � �� > � L�� � � ��� � � � � - � \ _ � �`�� �� Front � � ' � �� �� � � ��� i_ _ � �� �� � �� ��� 1 � Ditch Geotextile �' �%� �� ���i � ,/S � � �7� r�� I Natural `i-�' +�'te� Slope d= 1 Ft. -' � � � � � -�� ��� 1�11 I Ground �'I Q�� � � � � � � � � D � � �� � � � i � d � Proposed DiYch S=Ditch �ope �� � �� � i� '����� i Type of Liner= Class B Rip-Rap � � / � ' � � Geotextile STA. 14+61 -LDET- LT ; �� �� '� �� ��� `.� i �� � GRAPHIC SCALE Min. D= 1 Ft. FROM -LDET- STA. 14 + 00 TO 1 d+ 50 LT � � � i � Type of Liner= Class B Rip-Rap Max. d= 1 Ft. FROM -LDET- STA. 18+00 TO 19+10 RT � �/ �'� � � � ( � ��/ � � � o FROM -LDET- STA. 22 + 00 TO 22 + 70 RT �S� � � `� i " - - �_ I �� �� � �� '%���� _ , � � i FROM LDET STA. 11 + 50 TO 13 + 00 RT / � w DETAIL DET4 DETAIL DET5 ° �� �� ' � DETAIL DET2 RIP RAP AT EMBANKMENT �� � ! � �� SPECIAL CUT DITCH (Notto Scale) �� Outside Ditch FALSE SUMP �` ' o �' Vdet = 4� /VlPH � R� �i Q ��� � Nor ro s�o�e) �o'm�n. TrafFic Flow ( Not to Scale) � ' �i ' ' -LDET - -YIDET - D V � ,.. I Front � ', o o� Ditch Ditch — �.0'min. 1. 5- 20�' ', � P l S t a 1 0+ 8 0. 9 0 P l S t a 1 2+ 4/. 5 3 P l S t o 2 2+ 4 4. 8 3 P l S t o 2 4+ 0 5. 4 6 P l S t a 1 2 f 2 3. 4 2 '� � , �� Nat��a� � ti�� < s�oPe �rade �-' P�PE � / Pl Sta 10+55.85 /� ' - , � 3 Ground ��, p F\o��e — s-� � p=/6° 53' 12.3" (RT ) 0= l6° 53' 12.3° �LT I 0= l6° 53' 12.3° (LT l �_ l6° 53' 12.3° �RT l p= 30° 53' 33.6" (RT l p= g0° 00' 00.0" l LT J � �- � , �� M�n. o= ,.o Ft. GEOTEXTILE � D= l0° 30' 46.8° D= l0° 30' 46.8" D= l0° 30' 46.8" D= l0° 30' 46.8" D= 35° 48' 35.5" D= l90° 59' 09.4° �� ;�i j i �� � �. �; , �s � �- � L = 160.63' L = 160.63' L = 160.63' L = 160.63' L = 86.27` L = 47.12' '�" � � � - - �� " � � � ' � o� > Type ofLiner= 24 TONS,CL B Rip-Rap � Proposed Ditch / S=Ditch �lbpe T= 80.90' T= 80.90' T= 80.90' T= 80.90' T= 44.2/' T= 30.00' FROM -LDET- STA. 22 + 00 TO 24 + 55 RT � � � NZ � Geotextile= 56 s STA 1,4+63 -,CDET RT � i i j�i� FROM -LDET- STA. 13+00 TO 14+50 RT FROM -LDET- STA. 15+42 TO 15+57 RT � � � �� R= 545.�0' R= 545.��' R= 545.��' R= 545.��' R= 160.��' R= 30.�� �� � FRonn -��ET- sTa. �b+s9 ro ib+sa RT �"� ,� i / SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SEE SHEET 7 FOR -DRV- PROFI�E ' ,.�, FRonn -��ET- sTa. �9+65 ro �9+�5 RT � �� SEE SHEET 8 FOR -LDET- -Y1DET- AND -Y2DET- PROFILE ' om. , , � � -- � I '��'�, PROJECT REFERENCE NO. SHEET NO. � �'� I -� � � �PERMIT DRAWING � � � � --� — 4 � B 5239 �'� � DENOTES IMPACT� I�1� � � , ! SHEET 6 OF 12 RiW SHEET NO. � � � --- , � � S U R FAC E WAT E R ��� � � � ', �� ROADWAY DESIGN HYDRAULICS � � � ENGINEER ENGINEER i� ' I I I � � � � I� �� � ' � _ � I I I � I ' � �' � , , � ( �������]��°� ��A�� � , '� '� � � � � � � � � D E N O T E S T E M�P� O�A I�Y ; ����� � �� :� - �� N�� ��� ��� �, �.����������� , , , � � � � � � , ;_ - , �������,� i ' � I I I � � i � , , � , ' � � � ; �., � � ��� ' � - �� ��, � - , I I I ' � � � � � � �� � � , , � � � , CE WA �ER � IMPA TS I N SU FA + ' � � � , � � � _ � r, � , �� , , , � ; � ,� � � � � � �� ' � - � , � ��_ , � I I I , � �,� - - - _ � , , �' � ,, , , ' _ 1 ',� I ,,, ,,,, / ' �, ; ; ; DE OTES TE �RARY � .� F I L I N W ET�/�I D (/� _ � �, ���� , DOCUMENT NOT CONSIDERED FINAL � I , �, , � � � �� , � '� ` ' � UNLESS ALL SIGNATURES COMPLETED ' � I � I I I - � � �, _ , , � , � I I I %� �� _ �- . � , , � � - i � ', �' � ,� � � � � _ ; � �� — — ' i i i � � ;� � ' � �� �- ��� . , N N � �'��, � �'� ;, � _ , �- � N R° 8� N � _ TO —L— STA 19 + 68 ', � � � I S _ � ` D N O T E S �� AVAT I O N �� ��� i i i � ,� � — S 2 p�7 N —� ;� — ' i i i �� � �� � — � � ,> _ � � I N W TL� N D �' � ,� � � �� � ov , - -� ���� ; � - - �, ', i i i _ , �, � 1'�� ; ,__ N � ; , � � � _`' , , � N � � � - J� � _ _ � '� I ' i i N � `� I �� , � , ' '�'' �' -- -- - 00 � m � � N ,i ,. — �� � �� �, , N � , � s �� ' _ _ �. �_ �� i i i , �= � N � �- � � � �, ' ' � � �`' ` �+ '�' �� � / - � � , , � � � _ Iv _, � � � � _ , _ , r_ ' ' � , , � � � i i i ' — ' _ , , --� � ,' � � , � � � � � I L E � �_ ---------------- � �� � � =� � -- - �.��� � � , � , , _ , , - , � _ c!� ��� � � � � �'z < < SBG ' � ,� � ��; �i � � � � , = � � , � , � " I I I � � - '' ` ' � �` � � � � � - � � ,� , � �/��, � , F� ��, � _ , �� > , , � � I FRO L ST 18 + 02 LT/RT � , � � � � � :�i �` � _ ' �i�` - " '� I -+ � � � , ,_ , ' � � � � � ��� � � �� - � ���' ST —L— = �- �� LT/RT REMOVE ' �� i i i °� '� ' ' �� �i _ � �JT_E _ � � __ c�- , _ � � � � -__ ___ � -�� . -.� � � �� �- � __ __- ____ ____ ___ -� - � � ______ - � � S ITE 2 �� � � � � , �_ � � � , , P � �', ,, , i � � � � _ -- _ _ �- ��-- _� _,, r � � - -- - -- � � , , � �_� - � , � �� � � � �, _� , � � , �� � _ � _, �� ----- -- � ��� � , � I I I � � � I I I ���-�� i � � � ; - V ' 41 � �G � 0 � � ---- - � ,�, �� � � � 3 � ��. �� , E � � �� � � ------_ � { i � � I , ��,� �' - , ` � ; , � � ��'' '� '', � � � � �`,� - � � ._ � I I I � �,� ��, , ,�, � � � � �� , �� I I I , �1. �,���. , � (. 1' � _ _ , - ; � �� . -- � _ ,� p -- - - - , . _ � I I I � � , � C � ,� -- � / � ' �� _ � � , � �� - ,� �v� � � I I I � �a _, �� � -� '� � ,: -- -- / I' • � = = 7-=� - _ ' �- � � � �r � A' - � , I I I � � -- � J , - � , - �' oo � �� � � � _ - ,� � � �� � � � , � I-I �� � - � �, I I I � 1 I ` ��, � ,� ��� = _ �,- � _ � 0 -� _ _ �� , , � , • , - , I I I � � - � � � � :, a � . � �� � � , � ,� � � �� �-=� � � �� � ''� _ - -�. � � �� �� �� - , , � -" � �_ _ , I I I i ��" ' „ � � �� � � _ _;- � ��, � ,� � � : � _ � _ � � , �.� - / � � � �� �� I � � � �i �� � � ( � f( \ � 1 _ � � ✓ �� � �� � � �i / � � � � � � � � �-- — — — — � u - � I � � � �� ,F� �. _ ,,, �� � m / . , �; -�� � �� � �, ,�� '� � -- - ---- _ -------�—� � � � ��,�„ ,, . � -- � '� � � ' � - ---- - - , �, � � � �� � ��� � l�� � � � � � � � � � � �� �� 2 G I ; � � , � �� �a � � � --- ---- - -- _- - - , z � � � � � �.� � ` , ,� i , � � - � _ -- _ - -- I I I ._ , _, ,_ \, � ` O , �� _ - �, �, _ �i - � „ , �� �, � , �, �L� . ,� �„ I I I - -- -- -�__ --- I I- � � _ � - — _ - - __ _ -- -- -- -- -- - - _ ' � , , , , � � �, � ,� _ , , , ��_, .. � � � _ _. � � � � � — �— � � � �� /� ���� , � - � � � � ,� � � - - 04 5 � __ _ � ,. _ ` � i . -� � � � i � I � > �. � �. , � , �. ,. ,�_,, I � I , -� �,;-� ,,;- � i� i ''t � � � � � I I - - - - - - - -_ . - _ � - - - - - - - � - � - - � i -�' \ - � - } -� . - -- . i � �, � � , � � � �=�1 � � 1 � „ ; I�, --- � I I I - , � -, -.� � � � - , � � � � �� � � � 1 i i i i ���� � � � �� `� I i� — a �� i i i 1'�Y V I��'�i' '` � —.� ' �, I� i �Y ��� J� , �� �i'; U i a � , �� ,� � _� �� — � �� �� � � �� � �, �� � ,, � �, , �� � ;� � I I,I ' I I I ���� � '� � N I I ,,, �, , _ ��. ���� o � l � lI � � �� �� ��� �� I �; � �, ��`, �� � �`��I � �, � � ' ,.: a – �� � �r � '� � � � �, �. ��=��:� , �� � , ���,� 04 0 _ . 0414 2 G I �,�� � �, , , � � � ;, 04 0 9 _ � 0 _ � I I - - -- - _ - �- -�-�' �� �- - -� , - ��� _ _ _ �' �� _ _ _ � ' �; � -- - - - - - — - - �- - ,,l'_�_ ' i' � � - __ _ _ _ _ � I I I - - r -� � ,, � ��' - - - � � -= ��, - -- � _ - ,, � - -,; -- --- � -- - � � � � �,k ; � �� A ? ___ i � � � ��{ �� d�I ��_�_ _ � � - � �� 1-� ���_ . _ _ . � � � �. , � ,,� � i� i � � � �� � � � � ♦ � -� I � � � � ��� ��X� > ���� y, �> �, � _"� _ � � ., v�, ,>, �, �- �,��� � � � � � -�, �� �,_ � , - - � � �� � - _ , �(-� _ , �� � 1 P I I I � � ,_ 5 R - _ - , � , .- � . .„ ) � _ / (� � �, , � �, - � - ���' - ` �' _ , ` ���'� ( � � � � � _ . — --d� � ��� '1� . � ��>— � , / , � I � � � � r ' � �� � � � �� - ; �> ' � ' ; � — _ ,i b _ ( ) � _ --- � , , _ �� � > �y�� �,�;-, - --- - – — - - - � � _ --- ------ � � � _. - -. � � i i i , - -- � . � � � _ _ � � ' � � � � � �, , – , � ; � �,- � � _ _ _ � � � � - �—�� - , � , , . - � � � � . — _ , � �'�� ` � � � i i i _ _ � _ � i i i _ i � �' � � � °° , � '; .- ` ��-� C7 � ��� � � � �� � , , � �GI � Q � , � � �� _ � � � ,. ��� ' � i i i — — �� �-�� � `—�� � � � V — � � i �' �� �� � O c� ��� i � � � ` '� ' � ` � - � � _ , � � � � �� �; I i i i _ _ ; �� ' , v 'I, =�—, ; �` � Q � ✓ � � � � , �� i i i �� � �- _ i ; — a— , �, I I � � '� � � �� � � � -�, � , „ , „'. � I I V �, � � , � ,�� , � ,� , � � �, I I I � � � � � � �, ,` � ���s � �` � - � � � � � � , \ �� ' � �,� � �� � , , ,, y��� �� � � � � , , I I I , � �_ �� � �� � ; � � � �; � � -- � ' , � � � ' � � � , �� ,, „ � I `�'` � ��� �'�� ' i � \ � �� � - I I �� - I �I � _ 0403 w � i� � � � I i0 �; � ; �,, > , , T 7- �, ` I', i i i � 4 0 ' \ - �� � � F • \/ \ 6' , , � O �_ � � ` � � � � � 1 ��, �� I I I � � � � � � � � � P D E P -� �� `�, ���� � TB J � � � '� I I I � � �, ��� I I I '� � � � � � � �, ti � � ,-, '� 04 0 '- �, ; , � �, � � � � ' I � � ` — � � � ��� ---- �, -,;� \ �� � �' ���'\' �, A � i i i � � ` � � � /� � � � i _ � , , � � , � � � ,� i i i � �� , � � �, �� � \ � i i i � � � '� � _ , i � ,� � � i i i � � � �do � � � �, � � i i i ���� � � � � . �� � ' � ��� / EMOVE ta. � � � � �. � � � �� � I I I � � � �. � `� � � �I , _ � � � I I I ,�� - �� � � �' � � / � �, � ��`- I\� _ _ � � ;' ;<' I I I � �� � � - - � � � I I I � � � � _ ��V V� �, E ��� � � � E � i i i , � �, ✓ _ � � � — E � _ s _ ��� � � � � , � i i i , � ', \ _ � i i i �'�" � E � / c.� s— � -� � C LAS;fi RI F� RA � ��� - � � _ 'i � � � � i- �- � , � � � � �, � �i � �-- ES�. 2 TO N I� ,� � � n � ' ' ' ` �� � RECONSTRUCT ine � i i i �� � � �, ; ; ; � I � � _ EST. 7 SY C�O�EX�-l� � � � , -� , � ' >� BERM/DIKE � � � � � � �- � , � ', � � � � Q ' � s � S E E D ETO U R� I M PACTS� � �� s � ; , � � , – , � � �� _ � � � � , I � � i i.a � / a) j , l i � �)� � , � SBG � �, I , � -� :� , , � d_ ; . _ �� � -_ � � �`��� � � F ROM —L— STA � � � � �? >� � � _ � j,�i ;% SCALE: 1" = 40' TO -L- STA � I � MP �'� � � 20 �o o zo 4o RI P RAP AT � �- - � % - - � � � � _g �-> > ,_ � '� - - EMBAN KME NT � � � . i�� il : � � , � � � � � �r � � ��� _ �;. � %'� SEE DETAIL 4-5 z � � , � GRAPHIC SCALE � ��- �' � � , � � �r� � � - N� _ � _ � �� � � i om L–––––––––––––––––––––––––––––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–––-–-–-–––-–––-–––-–––-–––-–––-–––-–––-–– i _J � I �i � 7 I , � � � � � _ PROJECT REFERENCE NO. SHEET NO. � o � I � PER IT DRA I � M W NG � � J� B -5239 5 ' '� � DENOTES HAND� ��'�� � DENOTES IMPACTS IN � �! SHEET 7 OF 12 �, s�EET No. I � � ����� � S U RFAC E WATE R —L— , � ROADWAY DESIGN HYDRAULICS i,��� � �� � ENGINEER ENGINEER CLEARING c � , i%, � �, , I � V ` I' '� ' � � �, ; '', ���`������� ��A��� � � _ � � '� D E N O T E S T E M P O�� R'RY �� � D E N O T E S T E�M P����O RA RY � '�'� � �� �� N�� ��� ��� �, ������������� ' 'II � FILL IN WETLAN�D ': % - MPACTS IN SURFACE WATER —L— ' I '' i � � c� + _ � � � , , � � �� � I _ � , � �� , �� _ _ � � , , �� , � , N i � , -- q , , , , _- - � , DENOTES IM � � ° � � c � '� �TS IN -- � � DENOTE=S TEMPO '' � _ _ � �- _ - o � � '� ' �� �� � S U FAC E W�� C/) " F I LL I N WETLAN D C—L— , � � �� DOCUMENT NOT CONSIDERED FINAL � - � �' ' � UNLESS ALL SIGNATURES COMPLETED ; , , ,, . i ; , , � � � � � �� i _ - ,- � � � i I � � � � � �� _ - N � � �'� ' � � �' �'� � � � N �� � D N O T E S ��� ��1�1 P O RA RY !, � ��- ��� - D�� N O T E S E X C AVAT I O N — ��� � N -� � � I� I� _ � ; � � . ov I N WETLAN D,-L— '� I P A C T S I,_ ' S U R F A C E� I�/� 4 T E R ' j�' � _- , � � � � _ , ►� � m , � - � � I � �� � ` , _ o _ vo � �i � � � _ � � �� , � , ��� - - - _ ` , N � ��� � � � � t� �_ � , ; � � � ��_ , - ; � , �_ � ' � � � � _ - N N �'��. , , � , _ � N �� �� _ �, �- - , , � � ti , � , ,. � , � _ � �� , ►v � � , , � � � , ' �� , � � � � , � '� � � � r � � _ � , N � ` � �'� � - - � , � � ►1 � � �� E� , � � � � � � _______-- �_ , _ � _ _ , � �� < -- ��= � - � � , � � � � -- , � � , . --- � , ; �, ����- 1 - , -- , � � � I I I ' . % � i �I 1 . \ I '. � lI � ' � I I � � \�'� I\� ' � J, � 1 � - \ _ /�J � f_ I \ 1_ ' � �_ / ' � � �' � �� � � � � � � � ` �_ � �� ��� I -� , i _ , � �� � �� � � �_� �, �1' � ` � �� � ��_- - __ �� �� � � � ° � _� �J T_E _ 1 __ - � _ � ____ _ __ � � � � , �� '� � �� � � ��� , � �� � � � � -�, . `� _ - � --_ - --_,- - - -� - - -- _ - � -��: - -f - � - - -- - - - - - � - ---- - � ; �� . , � � , - ___ _ � E S ITE 2 � _ . _ � D � . ____ _ r - � _ : , __ _ ,_ .� _ _ � , � _ , 2 � -� -�P E� � ' ',� � - - -- - _ - __ _ � �� � _� _ � �� ����, �- . _ � � , � , , _ � � � ,_ � , _ � _ _ �� � _ � � �� �� _ �; � __ _ � �� � � , �� _ � � , - � , I - � � "'��� � ' _ ��-� v , - � � � �� , � � � � O , � - ' � ��,� �� �� '� % ' ' �� � � ` _ , _ , � � - � � � �, _ � � - � �� � �- - , � � � ' �/ � _ _ ' � � � i _ �, C�"� '� ��,% � � � I � — ��� � � � - � - — - - - - -�_� � ( � � - - _ � i �✓ -� ,� � ,-- , � �� � � i , I � pp _ � � , � � � - � � SAG S = - - � ==—,— � c � � ,� , � . _ � ------ � � � � � � � — -_ - —� � -� - - — , �� � , � -� _ _ . � . .� _ � ��� � �� ��, � , , , - � _ _ - _ _ � � , � . , �;_ ; � � '� - � ' � r � ;'�� �- 12 + 43 —Y D ET— � � � � - �- �� � � , � � �_: i ������i - I � � f � I ��I, ���� �— �` ������ � � ��� / ' ���- ,- - - ,_ - —�%� �' ' � __ �� - - � '- , _ , �, , - , � � , , � i � , � � ,� � � ���, S H O RI N � � � � � , m �� � � ' , � ,, - _ - -- - -- -- - - - ----- ---- ---- -- � __ � _ - -- , ,� z ��� �� � � , �� � � �—� � ` � � - i ,� �� ' - - - -- � , -_- . . , , � . O - � � „ , - ����� � - ���� _ � „ , � � , _ O -- - - �- � -� � __ � /� �' - � ,- � ��, ',�'�, �`-' ' � �,/ / � ����"� _ � � � - � _ - - � � � � - - - � � � ,,, � ,� _- N �� �ff-- -L- -- - , ; — - - - - - - _ , - - _ L� ; _ � ;, � ;_ �-- ----- --�-- ----- - ,, ; '� „ � , , � , . ; � , � �� �— �' � , �' ' ��� ' � , -�- - � ; �, ��> � � =� � ���_ i ' n C� � � /�� � �� � ���1 a� -=� U�l��— � _ �� , � � � � �� � � , � �-. � �� �J�C � -� \I D T6 �������� � : i�� �_� E � � , - � � � � � �� , O I � SAG STA 2 0+ 02 —LD E � � � , � � �� � � TOE P TECTI N �� � �� - --- � , — - �,�, — - �, � � - - � - �� , , x � , � ��`��'� �E� 6 IC � ----- -- ���_-� ; , �� � _ , - T� �fiD ����� �. _� — - - - --- - -- - - , r� - - _ - -- - - - � � � �� � �- -� _ � - - � � � , � � _ � � -- _ - - - --- TD � , - � � -� � �' � ' � �� �� RI - - � , — - � T -�� � �� � - - , � �- �� ���- � , --- L � � � - - -- � � �� ,� �- , .,� _ \� �— � --- --->. � , __ � ' � — ------ — -- --- __---- -� � --- -- -- � ,,� �� -- , � � � � - -- - --------- � _� � � , , - �' "� � , � �. � � :� � _� � _ _�..- -�, ; _--, ����, , � �,; � ����� � - - - � - � - _ � � ��; ,� _ _ � � �, ���. , ,, � GO � `� 1 � � � � � i _ - , , � y- . , / �,_-_, �, . , �, , , ; ; - _ , _ ,_; �� i� � � `� ', - , , __( ��,;� , ; ��� ' ' i� �.. �` _' �'' P � � �,; , - �� � � _, A - - - i � � � - ---' % � �� � _ � ��; � � - �� i � _ - � ;+� � I � ,� � - '�� �, � , _, — � � �� �� - ��i � ��� -�, ---- � . - , , ,. � - , , ; ,� �� � �, � �, ! � _ ( �� � � -- - - � ------ _ �Y,� --- _ ��� , . � , , �- i �� � ��� ; � �I � � � � �, � , �� �, � � ' � �--= ' ', � � i � i; � i , ,, ,._ � � - � � � � - �� �,�_�� � . _ _ �_ � � ��� �`� , , �, �� f V ¢, � __� -� �� �� Iu N N i J � �� I' I ' � ' � , , ' ' y, ` , �V r � - ' _ Ir , ,, \ r � �� �, �� , � O � �� , � , _, , �� � �� _� � _ ' �� � � � i � � , _ _ � _ - � �,� �1� i J , � ��� � � � � , � � �; , ',� � ' - � �� - � 51 _ �_ ��_ , , � � , . � � � J,_ • ! • � � �� � i i ��� nl I i i � 1 � I � ,� i��:� �-�����7;�� �v "�� �'��� �� 1<, �� � � ��� � ,� � � - � � ' -- � �, �_ . . ��. ., - , ...., . �� .1..;� , �. , `� - . � `�I(� � � - , - - — � �` � . �� li � - . ' `, ; i -.. _- , ,, , ; ,. - I - "` , I , . � �, � -� � . Ir . r ..� �, i , � ..I O � .`. .. . � �, I� � � . i, _ � , � � �1' �� � ,. _ � , � , �. _ � � � ,. � � � � � _ � ,f � � I � �� o � �� � _ _ � , � � � � � � � �� ��� � � I a � a �� � � � �, � „ . � � � � i � � ' �' i� �, ��'��'� � � � � � , , . . � � � � ,, , , � �� � _ ,� � , ���x _� � � � � , � _-, � � �� . _ � � � �� � � ' ° ���' "�'r-� ' �'� '�� � � - � ' � �� � � � ' ;� � __ _ .� � �' � j T� � J 1 J J 1 J , �� I I i, � ,� '� - � � I I _ _ _ I � I 1 �� /�!�� � _ _ — � � � � � � . ' ' � . � . —_ _ I � , � i - � , , � I � � -- � V � I � � - ��i `. - � , , . — _ — _ _ — _ _ — _ _ _ V� � � i � > � - rJ� _ � � ' y � � �` � � / , .. _ � r � ,�, �� � , � ��� � _ �,��, �>� � ��� -�� �Tg � �,,, � � T T � �� � ' �� � _� _ - - � , , � � � ���� � �/ i �_ �� I � ` '� J \ V I' I T J � � � �, �. _., r '� � . , ��� � � ,, �, � , � , � ; � �l ,I �' _ I � ' � ,, \�'�, I , , � �� I� � � , - � � � ,; , . �, �-� � ; - , � � �� , - _ , � � ' — — — ' � - ___—�, — -- — �,'��_ _�; � , J �� �" �, ___ �.,� �� ' � � �, �', '�� �, /� , � �, T T T T , _ � �� — ( � � � � �,� ;� � � � �, �r i� �, ; � _ T T � �V � � T �� - � � � � � ��. �_ , � �� ��, � ��. �� , ��_ �,� - � , � 2 � ' � , � , � _� (� � ��� TE E � , C � , � , `'' � _ ` ,''� ��' � , � �7 � T � , ; �i B� � � � ' �� � � � �, �i ��-� I � ; ; ��� �8., `� � ,, � � , �� � � i � � � - �; � � � � � ��. . , _ -� - - � �� Q � - � , ' � � �- � � T T T � �� � � � E%� � �� � � �,�' _ ,:_ _ v � _ � � , � , < � � �i , � � � �- , �,; , (+ __ � , _ i \ � � � �� ,�- — � � < < � , J I �� � �; � ' � - - TOE P � �� \ , , , , � , � � � �� � � , �� � � , � __ , , � , E F ` � � . � �� , T E ,-'i ' ' I � ' ' � � � - SEE DETAIL DET3 �: , '� � �- � D ETAI L � � - � � �� � � � �S ��� 0 05 � , �- y � � � - �� � � E � � � - DETS - �' � I � � � � , � � � ��� �� �, , , � � _ , _ � � � � _ �. � � ��� �-- / '� � �� ' _ � � �� �, �� � � , � -� - � � , � � , _ , � ' �� TEMP 18 —�� � � ��� , , � � �, �, ;� � �- �� � ; ',' , � � W/E LBOWS � , , � � -� �� -' ��' =' �' ��_= CONSTRUCTION � CLASS 6 RIP RAP /�" RIP RAP AT � - C LA B � � , � �� , � � ��� �� '�������' FILL MATERIAL EST. 2 TONS � , EMBANKMEN � � RIP P BANK ���� EST. 7 SY GEOTEXTI�� / SEE DETAIL 4 5 '� Sta . = 14 + �0 RT � � ��� ' �' � �> � '� Q2 = 4.0 ����, � P OTECTION �; �' �/ CLASS B ,� � ,�- j' '�, v2 = 3.5 f��� ���� �, E D ETAI L D ET4 ���;��� ,i �� RI PRAP BAN K � � d = o.� ft ����� � ����' PROTECTION � � " '� s = 0 . O��t�ft � -' � - , � -- / ; '�, n.= 0.�35 ,� � - � �'',, �� SEE DETAIL DET4 '� �� S HALLOW � ' SCALE: 1" = 40' � Line��' Grass � = ' , , � , �� ; � �� � , � � 20 10 0 20 40 �- � �� � F LOW � _ � __��� _ _ _ _ �, �� o � � � � � _ �, . � `� ' � i��� �i� : � � , _ DEEPEST PART OF ;� '-,; -��i�� o� o � I I '� �'�-J ���� � � �� C HAN N E L � �� � � �� GRAPHIC SCALE � �z,� � i � ��� EXPOSED ROCK � �' ���-� � � ; ���� � � , �r� � � - - , - N � � � �� � - � � om -- - � ,_. � � /��� i i �, � � � � � �.�i, � / i � _ I �� � L---------------------------------------------------------------------- --L---------------------�-----�^--------------------------------------------------------------�=-------------------�----- ------------------------------------------------------------------------------- L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I « : : O 5 10 PROJ. REFERENCE NO. SHEET NO. � � _ � ; : . : _ � � � I � � ; I I � � - �- _I - � I _ I � � � _ � _ �_ _ _ � � � _ _ � �� � �--� �--�- �--� � � � -�-�--� _ � � _� � �_ ' - � M '� -�-- 5 2 g X , �s� �i I_ i _i � i_ _ ;_ � i i _ _ I . _ i � i. i: i � i � _ i �__ ' 150 140 130 � � 120 i 110 100 � r 90 80 70 �. 60 �_ 50 � � 40 30 20 10 � 0 � � 10 20 � 30 40 � 50 � 60 70 � 80 90 100 ,-� 110 , 120 _�-_ 130 -�- 140 _ 150 � 630 � � � � ,, _ , 630 � i_ _i : . _ . i � . � `- --'---` `---'-�-'- � II --'--�-�-'-'-�-`--- - -. I . - .--i I I � i- i -, .-- i . . - i - . ,- , II -- i .-- i - .- I � i - - '- - --' � --'-- - - - ' u- I I I - ' -- - � .. -_ -` - , -- -- _ - � � � { --I, _ � =R I _ _ -�I'�I- - -- _ _ _ _ � '' : � i i i i '�_-�- _ -_ - - " -L� : : , i i i i i � 620 �. --- - LDET - � 620 � �� � ��� �, ,� �„� �� ��, STA 18+73.48 �'i � i i i i � i i : , ---! __ --- , : _ , - O F F 4 7. 0 0 �� � ��� � i i i � i i i i ---- ---- —__,- -- i I I I I I I I I I I I I I —' : � 6�� I I �.�20 �.�Z� li ,--. I. I' i I I I I I I I I i i _ _ ___ i I I I I I I I I I I I I I I I I I , � `� 0 020 0.020 �' 6/0 _ _ - -�-- - ` - . � �___� ---- ----- ��------ -----L - 1 i � iii i ---'----------- -- - � � I I I III II � i � � J � �i � � — �� I I I I I I I I. I I I � — � �i \�� \� I i I I I I l i i ! I l i _ _ _ _ ,_ __ __ __ _ ___ _ � _------I — _ --- . —. . � \ I I. I. I I I . _ _ � � i I i _ � _ � — -- I � v \ III I —1 I _--- i �� . I_I_ I � �— � 2• _ I I I I I I I I I I I _ I— ' i -----------------------1 I ------------------------ � — , 600 - _ ! _ ---. � > > I , ; ; � � - : _ � - �D0 i � i i i i i � i i i i i i i i � � � � � � i � � i � � i i � � � � � � I \ � I-- I I \�` � �— i i I ����—� � _ I _ _, —, . — . ,_ � � ` — — — � � . -- . — �_ � � � — --- _ � � . � _. _� � � — . _ �� � ____—_— �� . i —_— -- ._.. _ i — — — —� \ � � — _ I � � � _ — � — _ _' '_' — — — — — — — —� �� � � �. �I -� - 18 + 73 . 00 �'� � � � : : : i� i i - � -�- , - -- � ' i , 6�0 i ____ _-__.__. _ ___ _ . 6�0 , � _ ; ; - - -- - - --- ___ __ _ __ _ _-- _-- --__ _ _ _ _ - - - - - - -- -- -- - - - - - - -- - - -- - -- - - -- _ _ _ _ _ _ _ _ --- � � i � _ � i i i i �� �i �i i i, i i_ , _ _,_�_ , __ � � � � � � � � I _ il il i ! i i i -- i . 1 �—_ --—� � -- ---- — I I I I I I I I I I . . — — — — , LDET - - - I 620 � -�---- --- ---- -- _ - - - - ; ; � � � � 620 ' : i i�i STA 18 + 50.4 _ i i � � i' i� i � i i i i i i'i : � _-- END UNDERCUT AT 18+70 � OFF 47.00 � _ .., ii I i i i � i:i I iii II �I � I I I II I I III I I I �. i I . , ' _ I I I I I III I I .. � i ' ' ' ''. -- , I I I i I. I. I. I i I I I. � 1_ . �_ _ �_ � _- . 4.020 0,020 _ � � i � i i � � � i i i � i � � 6/0 '� -- -- - - - -- - - __�____ ti�� '� 0.020 0.0 0 �' --- 6/0 _ � -- ; ------------------- --- ------ -------- ----- -- -- , _ J� L - i i � � � _ i i i _ - � _ --------- -- -- -- --- - -_ _ _ _- .:._._ i - i � - � � �- � � � � i � � i �-� � � � � � � �- � � � � i � � i� - .4 � ------ -- -- _ II I I I I � �---i --- —� i_ _ \ �•,�, �� j j 1 r i � � 608 9 . �, �� ._ �� - - � �� � � � ��� �� � , _ _ � _I � I- , \ � \ I i I I i i i i — — ---- — — — — -- -- � — -- � � — � I ' I I I I I I I I I � I � ?�� I j I I . �\ j � � I I I I I I I � 600 � � � � ` ?'� � 600 i � i = � '�i — � i i i � � � _ .. � --- � . I I I I � � . .. � �_ � _ � ' : . ��---� � � � I I I i � � — � � \\ _. _. — _ _I \ _ , _ _ _ ---- :—. _ ,. \ _� — —� � : � � . _ � . : -------- �---� � \y -- — i ---�_ �� 590 � �- . ' : � ' ,, 590 � � - ____ ____, - --- ____, . _ , � � i' iii ' � - - - - - i _ ��, , l 8+ 5 0. 0 0 � � � � � � - ii iii, iii � � )_ �i i �� ��� ii� iii � � �� �6�0 �. �� ��� ��� ��� � ;;,, � � � ��� � � ���� ���� ���� ���� , ' 6�Q � � � �� �� �� , : � i � iii � � : ' i iii iii ii�i i�ii � : i __ ,_ I I III I I I I i-- --- � — -- —_ _ _ _ I i i i I I I , — I i i II I III I I I � 620 � _ LDET- I -. i i iii 620 �� '- , STA 18+27.48 � � � ; � � � ', -Y3- _ -.__ _._. . ,_. -, __ _ _ OFF 47.00 � � � _i_j � � i i i i i i i i i i i i� i � � I I I I , i --,, — _ -- _— — . — —.—� I i I I I I II I . I �.�2� �.02� II I i , � , ili � 6/0 �- - � � __: � � � � � � � � � � � � � � � 6/0 � � 0 020 0.020 I' � ,� � i_ ._- ----------�_ --�z� ____--__-- L�� i � ', ,- , , , , , � � - 608.49 � � `�1 � � � __ � � '� � �. _ _— � --_ _ __ -- -- � � -- ---_ __ �. _� � i i � i i � -- ----- � _ �� � � � i � - - � -- - __ ___ ___ __ � � � _ i � ----___ _ � � , , i � I — ------- . � , 6�� , - - ' ' � � ? I - � , � �?•� I -: : - ' � � � 600 _-___ ____ - . � _- . ---_ _�_- � � __ � ��� � � --- -- --- � � ili I I iii II I I I il _ i i i � — � _ � \ _ T i i ._ _ ._ _-- --- — ---- -- ---', _ _ � —. . � l i l , . __< � i _ I i i � �� ������--- � � � ����-- i_ . \ --- -�'�_ I - � - - - - - , 590 ---------- -- 590 � --- _ _ ; � � � � � _ i , ��� , :_� 18�27.00 '� ' � � _,. - , - �� � � ��� �, s�o '� � � _ _._-_. __ � � � 6�0 , , ��� � ; - _ _ , ��� � i�i � - - - - - - - i i - � � ��� , ---- i --- ---- -- i � i i i � � � �` —: i � � � I � � - LDET - ' '-� � I 620 �- � � � � � � � � 620 ' i STA 18 + 00.48 i �� i � � � � -- , i - -- -, - -----, , -: , . i _ ! , , - i , _ I � -- j -- ' OFF 47.00 � : - _: --�- - -EI 1 ��- � — � __ - ; . � � -- - ��-: � � _ � � 0.020 0.020 � �- � I 6/0 i ,� �, __ I - � I � 6/0 , _ � --------- ,� �� 0_020 =_ 0_020 _L�\ . _ _ _.— \ i � �� iii I i _ � � �� � �� � � � 608.45 � � `�% � � � � � � � � � ; � � � _ . � _ _ 1 � , \ i � i iii i � I ! � ' �' , � \ ?.I � � � ; _.. _ . � � i - - - - . - - - - - , �� . � I 600 --- ._ - � � � 2.� - � � � � � � � � � � � ; � � � � 600 � � _--------- _ � ___._ . ---------� -------.--�� , /� , ___ �\ _ �� i i i i � � ,— _ --� / _ � � � � i i . � — � -- ----- - -- - - --- --- --- -- �- � i _ ` _ � i i i i I � -�— j-- ----� I i I � I I I I _ �� iiii iiii iiii �i iiii i �� �� � � — I-------- — � i � I � � � I i-- — — _-- _:_, __. _ —_ _—__ ---, � —.—. � s , i � ' _ � � � � i � _ _ _��-------- 59� BEGIN UNDERCUTAT17+80 ---------- \�s----=--- �- 590 � � �� _ _ - -- , � _ , � ��� ��.�� _ . . __ � � _ ; , ; ; ��� � � �� _ . I 3 II _ .. - . . ._ . - :-- . .:.-- .. , � I I I . . . I � � �. . . . . . I ,. .----- ---- -.-.- . . . . . . . .. �_ . . . . �� � � � � 580 � - - - - - - - - - - - - �'_. , _ _ - - - - , � �` 580 , � Q� ��; � � � i _. ' o �,i - - - - - --- -- __ _ _ _ _ _ _ ____ _ _ _ _ - - - - - -- -- -- - - - - � __ i , � _, �. � � ___ - - -- - , _ _ . _ � - o _ i �� u� 1 �� '. � . , _ I � � �' ' ' ' � �� �, 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 , om �L-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACT SURFACE WATERIMPACTS 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 15+53 TO 16+38 -L- TEMPORARY CAUSEWAY 0.07 82 1 15+67 TO 15+81 -L- BANK STABLIZATION < 0.01 < 0.01 10 10 2 18+05 TO 18+58 -L- ROADWAY FILL/RIP RAP PAD 0.01 < 0.01 2 18+79 TO 19+44 -L- BENCHING UNDER BRIDGE 0.01 97 2 19+44 TO 19+60 -L- BANK STABILIZATION 18 5 1 15+43 TO 16+18 -DET- TEMPORARY CAUSEWAY 0.07 53 1 16+34 TO 16+48 -DET- BANK STABILIZATION < 0.01 9 1 16+67 TO 17+16 -DET- TEMP 18" CSP 0.02 < 0.01 2 17+87 TO 18+70 -DET- TEMP ROADWAY FILL 0.04 2 19+54 TO 19+69 -DET- BANK STABILIZATION < 0.01 23 TOTALS": 0.08 < 0.01 < 0.01 < 0.01 0.15 28 279 0 *Rounded totals are sum of actual impacts NOTES: Per the Structures Unit, impacts due to proposed drilled piers = 20 sq. ft. Site 1- Total Stream Impacts Less than 150' Site 2- Total Stream Impacts Less than 150' Y3iL�iIL'Y:i •, � � � � M O N •� See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols TO BURLINGTON BEGIN CONSTRUCTION —Yl— STA. 10 + 85.00 ����� � ��' ���JI�I �I ��� I���� �������� �� ���� ���� LOCA TI01�: BRIDGE 1�0.126 O T�ER MILL RA CE £� BRIDGE 11t0.119 OVER HA W RIT�ER 01� 11tC 87 TYPE OF WORI�: GRADII�G, PA T�I1�G, DRAII�AGE A1�D STR UCTURES —L— NC 87 S ITE 1 BEGIN BRIDGE —L— STA. 14 + 92. BEGI N TI P PROJ ECT -L- STA. 10 + 00.00 BEGIN CONSTRUCTION BUFFER IMPACTS PERMIT BEGIN BRIDGE —L— STA. 18 + 68.38 �—,s_r... ,5, \ �s� , /, . �S RIVER / � � / /�S � �: f � END TIP PROJECT -L- STA. 24 + 85.00 END CONSTRUCTION RFC�IN C'C�N�TRIIC'TIC�N —T3— JIA. IVt I�.VV RIDGE N0.119 MILL RACE � � � � —Y i R / tic —LDET— ; � - �� � !^k — lE V i \ IF `�\ / 'k � �E �e� / h� � RID'GE �O. �12 � END BRIDGE —L— STA. 19 + 41.00 BEGIN CONSTRUCTION —D RV— STA. 11 + 40.00 —TEMP DRV— � � S` / v� ,� ' I / f � � � \ \ � ✓ \' h ` ` B�M ' / \15�: END BRID�E I —L— STA. 17 + 77.00 y� � / S ITE 2 �y 'S/ MILL RACE I � �� � HAW RIVER —L— NC 87 2 O 2 � �s JS\.. O � ��S y � _ �� END CONSTRUCTION � —Y2— STA. 11 + 36.00 i � N � �Q ,-� ��'��'� �., DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NAD NSRS TO ALTAMAHAW. �� Prepored In the Offfce of: HYDRAULICS E11tGI11lEER GRAPHIC SCALES DESIG11l DATA PROJECT LE11tGTH �%%I 1\7 fOH1VSON, MIRMIRA11l, � THOMPS0IV, INC. ADT 2017 7150 ����� \o 5� 25 0 5� ��� ADT 2037 = 8650 _ �r3o Situs Court, Suite 200, Raleigh 1VC, 27606 0� �O�p� K= 10 % LENGTH ROADWAY TIP PROJECT B-5239 — 0.213 MILES � � D= 60 % LENGTH STRUCTURES TIP PROJECT 6-5239 = 0.068 MILES 2012 STANDARD SPECIFICATIONS �Q� �'�°Qo PLANS T= 6%* TOTAL LENGTH TIP PROJECT B-5239 = 0.281 MILES SIGNATURE: P.E. � � 50 25 0 50 100 V= 50 MPH RIGHT OF WAY DATE: JAMES W. JENKINS, PE � � VDET— �O MPH DECEMBER 16� ZO�6 PROJECT ENGINEER ROADWAY DESIG11t � � PROFILE (HORIZONTAL) * TTST — 2% + DUAL — 4% Ncaor PozNr oF coNracra E11tGI11lEER �� �Q a� � FUNC CLASS = LETTING DATE: ENRICO A. ROQUE, PE �°� ��p��"�o � 10 5 0 10 20 PRINCIPAL ARTERIAL GARY LOVERING, PE DECEMBER 19, 2017 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) "STATEWIDE TIER" PROJECT ENGINEER P.E. SIGNATURE: J P E RM I T D RAW I N G PROJECT REFERENCE NO. SHEET NO. -�'3- SHEET 2 OF 7 B-5239 4 R�W SHEET NO. P� StCI 1Of76.4.3 P� Sf0 /0+32.44 ROADWAY DESIGN HYDRAULICS �= 42° 20' 16.3" (LTl p= 45° 2/' 39.1" (RTl ENGINEER ENGINEER D= 229° l0' S9.2" D= 229° /0' S9.2" L= 18.47' L= 19.79' NAD 8�i�� �I�T��I�II�]L]E�[°]E l[�]L,�I�T� R= 25.00 R= 25.00 NSRS 2�07 i � 1[D� N�°Jl" �T�1C 1F�1f8 ]E8% W.sAC�LJ][�d°l[°d�N DOCUMENT NOT CONSIDERED FINAL � � I I I � � � � I I I � � ' � I I I � � ' � I I I � � ' � I I I � � ' � I I I � � ' � I I I ' � I I I FROM STA 20 + 61 -L- LT TO STA 23 + 00 -L- LT � i FROM STA. 12+50 -L- RT TO $TA. 14+00 -L- RT FROM STA. 14+00 -L- RT TO STA. 14+50 -L- RT � �ype otuner= zZ �vri�,c.� ts Kip-Kap � � � DDE = 44 CY FROM $TA. 19+57 -L- RT TO STA. 20+50 -L- RT I Geotextile= 48 sy I i I DDE = 41 CY FROM STA 15 + 54 TO STA 15 + 75 L RT � I I I I � I � I I I I � I � I I I I � I � I I I I , I � � � � I I I I � i � � � I I I � � I I I I F ROM STA. 19 + 50 TO STA. 19 + 60 -L- RT �� �O k UNLESS ALL SIGNATURES COMPLETED ��, ; � - - - - - _ _ _ _ FROM STA. 16 + 69 TO STA. 17 + 75 LTiRT ---- -^ � — -- � -- - ---- --- - � -- -- --- - -- ---- --�5� -- -- i - - --- ��r�- _ ___ _- - � --- ---- - � - � --- --- -- -- �/�Sj.�, ��� -------- --- —� � i � I I I FROM STA. 15 + 30 -L- RT TO STA. 15 + 54 -L- RT �, � ,f+�, „ s \ � r" •� a �� 0 � i� ��, �5 �� 0 ������ ALLOWABLE IMPACTS ZONE 1 � I I I I D ETAI L 4-8 �� I � � I I I FALSE SUMP �' �� � � � I I I Outside Ditch �?b - , �' - ', ' � '�n v,,,' �' i � Traffic Flow ( Not to Scale) c� �� �/ � � � i i I I I ��a -s�`^'-v' � / � O �\\\\\\ ALLOWABLE IMPACTS ZONE 2 � ' � N I I I 2°�� ,°� � �=� � �f� wooc�� / � � \'\� N � � Q I I I - g-� PIPE -' `��� J �� � ��� J �I � � � � � � ��' ��; � � �� � � ' � � � I I I ,� - � ,, �� > � / 5 � � ,,,., I I I , �� :� 'Q � „ � / _ � '' � � � I I I L S = Ditch Slope � 9 � �So � �%T ` '- � ; j% \ \ � X � , ' � I I I � - - � N� � 1 / � �`�� �i � I I I STA 14+� L RT ��M ' � � � � � ,�,1 ,�-� i � I I I ��4'o C � � � "� � _ - i i i 'd � �� �,�� �" � � ' '� - _ � �� —Y2 POT Sto. 10+00.00— � i i i i ����� �� � �, - � �� � � � � � ��, � ��.�'��, �� F ;�� �oc�� � � -- _ ,� — — POT Sto. 2/+47.79 . _ � i i i i �� 5� � � -' - _ _ L � i � � y � I I I � ti � �`f� � -� /- �o� � �"� � �� � � � ��, � � �SBG � � �� � I � � -Y�- � " � � � �- ° � �� � = � -', - FBOM -L- STA 19+b8 LT � I / 3 ` ; ,, :- ;- ' r' -� � i � � � � , ` � \ p � _ � � �' �',, TO -L- STA 19 + 68 LT i I I I I , � � �.� � �� � �: . , � w �� W Q s: m � °° � ,, , ; `; i- � � -�', ��� �, N -��� �'`�, ;_�._,�,,_ SPECIAL DITCH , N I �� - � 4 :� i � I I \^r� � C i� �. O � � `, . � -i ' � rv � � � _ ----- � _ � - ���^� SEE DETAIL 4- N�- � C' �• �\� � CLASS B' RIP RAP ►� rv `� �`' 3 . EST.2 TONS N �- � � � ' ' � _ __ ' _� �� - � : � � � E � I I I � ,� aV �� � 040 EST. 7 SY GEOTEXTILE ��� SBG �- I I I � � � ��� � ` � , ' , �, - 1 L- ST 18 + 02 LT/RT � I \ F / \ � i � , r �, I I I � , � � �` FRO � � I I I \ � � ,_ - -- - - _- - -- _ - , � _ , � = I ° � _ ��TE 1 -- .� � TQ�=':ST_ -L- $+12 LT/RT REMOVE �� � , _ _'- _- - - - - - ' - - -- - - - - - - N, - _ -- , - - - -- -- - 0 ,- - SITE 2 ; , _ �;�, ` ,�_> �;_� � i I � � , � , , � _ - - _. ,_— — , . � _ - - - Pd� ' 0 � , -.� :� . , _ ,�;_� , _; , ; _; , _', � ; � , _ � � . .- , — -- -- , � L, ,, , . � , ,_, , , - � I I I I E �;, ' ' � < / REMOVE � _ . �_., . . �_ , ._ r.,_r� I � � �' 1 �, E 0413 ,, _ _ _ \\ I I I � � I I I i ii, f�—. __ � � `` \ F>:r i _ _ -, <n � r_���E{.i,i , _ - - - — - - - _ C FxisTiNc Riw ,-�_ � ', �, = Q , � ; - _ _ � i 0412 Q� E � �� � . ' � I I I � ��-- --------- �,� � `� ; � ► F�,�� t. _ rr:_ < �-=;.._ , ��� � � _ � _� - ��'� �� - - - - ' , � � � � � �, � . i � � C G� ��, il �� �'� '�,_.� _ — r ,,�, � ��.. � ! ,'--. � __�_���iH ��' 8"" ��- ,.: , �� �I �� , ,, A�_; � ti���-ti, ,��-�,�-'�, �-r''-�s'�,���'-i�_ � I I I � 3G �. , � � _ ��m �� ,� ; _::..._ � �_ � . , � A G , o �,�� ��- - �__ ��� �- - _ �� � ���' - - �� - , � `; � �i � - - - - —_ � � _ , �.��ur1 ._L�u �.�,���. � A ��� i�� �� �r-' �-_ , ��� I I I �� �;; - �_�i��i�.- i_ i_���<< r �:.��_r �. �_�.� r,�,�_ ��, `� _ _ , . ,. � �� � � � _,, ,-,_, , �� I ' � 0�401 _ _ , �_, �, ,, , . . , � � i �� � - - < _ �� � - - �. -� � � � r�� � �� �� ��_ ��_. � I I I ��;. REMO � ���ii`���"c�i � �-�'_ �� � ,�� - , l2 s - - 2C, - - - - -� �- -_ _ � � � � � ....._ �"�"r .., � _ _ ., _ :. ; � � � , . ..�. , .( �.; •� V�.. — � ,- -� � -^. � r� -�_ r��l.. lJ' r- �._�-�l-t r-'�aJ-��� r. � r- �- t� r " . �_� � tY � 7 � �� G I � � � � ; ,-- , ' � I I I -� � �� a . �� �� � � - - - � -� - _ _ _ - - � I �� - — - - - - _ - - --- --------- - �- -- - - - I I I - -- --------T- - -- - _ - -- --- - --' - - � - , � -- - - - - -- : - -� - - - - �� r . tnrr. � 04 5 ,�� _ - - - - � �� - � � �: n ����_ �_-�� �" r����!� ��� �_ 04�8 - � I I I I � � -- � -- - � - -- �� � , �, � - - - - �� � rv1�VE' , � �';, T '�c � % ��, i � � o o � - - � , - Y�'i � i � � r�i � ��, � i I L' � �' I I � � �d� � � , _ ' - i i_ �..� L ; I I ;� , I , � ��. �_[�. - _ � o i o - � ,'� ��,^� i�� _, �� f- I I I N � � � � � , �lr �r � � �� �� / � � � � w N N �- i �,i� r�C� i �' � u I ; 4�1� � r�k, � i� Li� N I ! c� -' � ,M� ,'��1� , w , � _ l 42 50.0 W, � r���, oao �04� , . � I o o � � ��� � , -�' � �_� � �1 0 0 i I I I �� _> �� i,i�< <.i i,a,i� - - �, � � �� �, � ; � - , � - �� - _ -- - - - - - -- - - - - _ - - ia�iiri F� �t���, 0409 � I I I I � - �� - - - �-- - - � � f � - - -= -_ - - - - � - - - - - - _ - _ � 5 �I�GI 0 - Z T r 6.0' � w - �, '� ,_., j ��� Y �ii'ftfi � � � i �'r,, _ _ , � � ��� � �- ilY� i C ' _ - �`, / \ ,-�- �. " � �. ,, �1�,_ � .�y; � � J,� �� ` 15" RCP-III _ _ � � � I I I � , , � � � _ - �� �, � � i -�+fr, �C _ , , � i �, r-� --� - �� c��� - - - ��, � - ---- _ _ ��� , C \ QO � Fi �. � � �` , � � � 2G � � pp �� _ � � � � � � ��7 i � �� � �r ,�� � � � � � ,� .QI � � _� _. s _ � � � � I I I ��-------- �� �� I/� �-� � � � �� � _- � /�' � ---� -' , ; �, _ � C � — - � � � - � � '��� � I cP A �_ � �, �� � c � O �p �` � � � C�\ 01 � � I I I - �,;,; - -� - -� �� - �� / � �"�; c� , , � '�' 4'W � � � �'� �, � I : �� ���� � J-� � � �:, � , - E E;. �T����� ��, a �:�, � � ��� � „ ! _ , , � ,� � I I I � _r�� ����� 04>> � ` ; � I I I +26: 0 L- ��/ �- � � 040��� �;u,Y� �� ; ', � � ."���� �-- ,� �V ��9r, CLASS '�' RIP �P � -��� � ��2� � I I I F � F -- — - - - - �� � % � � � � 6>�, � . _ _ �= Q �- F H � �� � \ � ESy. 2 TONS � �, .O? . % TIE TO EXISTING�DiiCH I � �� � I I I .00� (��� �- pVE _ D P�DE ti - � r6 � � � � � � ``�, �i � � � � — — — — — —�T. � sY �E xri � oo , —.- � � , DUE �` � � � � , �— UE =�, � � � , v � � `�� �� � / PSR�. �-.rs� _ � �O � � I I I E � � - _ � _ _ - , - - -'�1� '� `�'� � m � � �� _ _� �� � f - �� 040 /F � � �� LAfERAL DITCH ; ' ,F � . - -�- �' / __ ,, , _ � , � C � � I I I - - - � C ��� � / '� � � � � / ' �, � SEE DETAIL 4-4 � � '� _ L ,, � '� ` � , i � � - - _ � � E � � _ �" � � ,�',� �� �'�� � � � �i� � � � � / � .r! , � , , I I I � � � - � , �_ _, . _ , �� - �EMOVE �� � ��,_ ����� -� _ , s. ' � I I I � -- E �, E � - �� �_ - � � �`�� ��' � "� - - ' � / E � _ _ � � , � , -' '� _ - F � � � ` � � F l � �i � I I I SPECIAL BASE DITCH � � � '' ' E � ,-� E IF -' ^ � � E �� � �S �� � � I I I � � SEE DETAIL 4-1 � � ' , � / ,/� � CLAS� � RIht�RA� \ =� � � � � � � I I I � ���� �� � � RECONSTRUCT i EX ST. � � �'`W ES�`. 2 TON l� � � � � ' � � � Yl POT Sto. 12+36.00— . �., �� �� BERnn��iKE � �s. `� ���-�� ,,_� I EST. 7 SY G`E-O�fX� � / ', i i i i —L — POT Sta. 13+45.99 �� W000 � �� � � s � � � � � :�� ,�;-�� , �, '� � , i i i i � � ? �� � �;� � � ' ���,��-�,�-�, �,-,-, � ' � I I I �1 �r � � � �_ � a� �� % � ' I I I � � � � � ��� WooDs � ' I I I � _ I � `,' � SBG � � ���nl � , , � ♦ , � � I I I LATERAL BASE DITCH � � �� �� FROM -L- STA 19 + 3 RT � Cp ��� �� �. ��; ' SEE DETAIL 4-2 ��✓ ' ,- �;� / TO -L- STA 19+83 RT � ','� ���� � � � �� �i � � FALSE SUMP _ �� / RIP RAP AT � � �� � , �� ,�r�` � �'� i SEE DETAIL 4-8 �� ; � - � EMBANKMENT " ��� '���' � I � SEE DETAIL 4-5 �'� ! � �� "� ,J � � �' `� �'� y,� M� �'i'�I � �' i � I � _•�r ,�� ��`V �� � � �� I I � � � � � �' � ' � � ,T Y� �`� � � �� � ti 5 � � � X, � �� �� ��� � l oi �l � �� - �, � STANDARD BASE DITCH �� -�� � � i �� � � � � � SEE DETAIL 4-7 � � � � � � � � � � ' ,� � � �� �' � � �i � RI P RAP AT � � �� � , � �� EMBANKMENT ' � �7 � r' �i � SEE DETAIL 4-5 r � � �s� � � i , � , 7� �s, ' }'2 1 � � - ��. , � ' � �� `�� �, � � � - SCALE: 1" = 100' � �; i � —, �/ � � �_r�� ��� �� �� 50 25 0 50 100 ' � �� S �� i � � _ i � � r� � i � � � o � /, � — Q� � � GRAPHIC SCALE , � � i il o= i (\ S�\\\ � �� SEE SHEET 6 FOR —L— PROFILE �i �� � - ,, �; �, � � _. �` SEE SHEET 7 FOR —Yl—, —Y2—, AND —Y3— PROFILES � o� ,� � SEE SHEETS S-1 THRU S—?? FOR STRUCTURE PLANS �L � PROJECT REFERENCE NO. SHEET NO. � � PERMIT DRAWING � � BEGIN BRIDGE -Y�- sR �55s B-5239 5 � � (OLD NC 87) -L- STA. ?Z+�?.?� SHEET 3 OF 7 � 2550 R�W SHEET NO. ' 3300 ROADWAY DESIGN HYDRAULICS �i ENGINEER ENGINEER ' TEMP c•i TEMP TEMP N TEMP �� PS TYPE III TYPE III p$ TYPE III TYPE III PS � �"' i� ' i i�, -LDET- �o N N � �oo �s5o 7150 �I\T��I�I[�]L]E�[°]E l[�]L,A�I\T� � � z N N N—N N z �� 1000� �2300 8500 �� N�°� �r�� ��� �/ w� .�c��1u���°p�zv 6000 -L- -L- -L- 5275 I PS TEMP N TEMP PS TEMP TEM PS �20o Nc s� Nc 8� 2250� �375 Nc s� baoo ' TYPE III 2,PS N TYPE III TYPE III N TYPE III 2�0o boo I BEGIN BRIDGE � END BRIDGE END BRIDGE ' -L- STA. 22 + 22,22 -L- STA. 22 + 22,22 NTS -L- STA. 22 + 22,22 A� 8�/� � � ) RS 2� PS - PAVED SHOULDER 2625 O7 DOCUMENT NOT CONSIDERED FINAL ��, SKETCH OF BRIDGE AND PAVEMENT RELATIONSHIP 2017 ADT 3300 UNLESS ALL SIGNATURES COMPLETED -Y2- SR 1002 � 2035 ADT (ALTAMAHAW UNION RIDGE ROAD) i, DO � �O k `1,�� � - - - - - -- -- --- - -- , � - - -- ---- ---- JS--�- -- - --- JS� -_ --- - — �� - - ---' - . / ; S, � ti � ---- � - \ ��s��l � --- -- - --- _ -_-__ -_- � � � �/ i ' ��, � -. � O '� ' , �� O \ � / ������ ALLOWABLE IMPACTS ZONE 1 0 �- _ � � ;��' ,, 0 � i ��� � - ' % u+ '- '� , , A__---- � � � I N , , � �i �� � � ,/ _, l(7 _' � � � � ' - Q �A\\\\\ ALLOWABLE IMPACTS ZONE 2 i �/ � r � '� i � �� W�ODS � � � � �, �,,�' � ������ ALLOWABLE IMPACTS ZONE 1(-L-) i . i� �2� � � � � � i � '-i � �,- � � � �'�; � � � � �� �A\\\\\ ALLOWABLE IMPACTS ZONE 2 (-L-) i � �i �� / � _ `� � � � - --- i � S fi: � � I �`�� �" ��� � �� � ��t, I �O� i/ � � � � � � � _ � � (NO CLAIM) ' � � � _' � `� , � � I � ��'�� ��� �� �� � � <,- ` �;��=� _ ,� I � ��� -Y2- POT Sto. 10+00.00= ', ' �,���� � �F � _ � ,— � !, ,�,, . , _ ` � _ ��� � �� - _, o -L - POT Sto. 2/ +47.79 \ � �, � � � y >� � _ _ � z _Y� ti ` � � � _ __ �� _ . , � ,� � � �,� ���� � � o — � - � - �� _ _ � ,�\ �' � ; r00v w � �a_ � � , � ; . �� � � � _, �� , - -, � � , : I N -< < e � `Z � �> 1" " ' � \ N `� ` � ' � � - � � � - , � �,3 .c� ' � � � �� � , >� i > � � ; e � � - ' N` � , „- � ao vs w � �, • ���- ` � — N _ - - — - - - � m -� � � �p � ; H � � � Q � � ; - �' _ N i`' - - - � -' � - � � ' , , �' ' ^J � N ,, � � � .. � _ �� � i�, 0�, � ' ^' _' ` �" _ -- � � , � �� E � � �� ������ - � ', ; �� � �� �, � oti � � �� - � � - � ��� � � ` � _ _ � � F _ _ _ � _ i \ � �� - - _ � ,� � �, � � , ,, � T _ _ _ �� , � . � ����,_- - ' _� ��'- - -� � � �JZE l � " � - � _ - - - � - � � ���, ,, � � �� � � � � � , ,, , -� - � � � ��� E ��� ITE 2 �� - - - - -- -- - - ,_� � �.� , � < ti � - �_� 0 � p $ - � �_�,� �, _ <_ o �� Y � _, �N � _ _ , . _ -�_ - - - , _ � � p �-� �, _ _ � �� � s \\ , � � . � ` �� � ; � -� �� � i ���- � � � �� ``' �� " `��; � � � � O � � � - . �, � � , , . � y \ � ; , _. '� E, i <,�� , , � �� �;,w �� � ,� O � � �, Ex _ ii,- r� Q� \� _; � , � � � � ; — — _ �.�� �� � � � I E ExisriNc Riw , � ,� , � � � � � , r , ; � �,, �� � � i - - --- - ,�� � � � � � � % '��, �i� � ' ��,(1 �t, SAG STA � �� -- i r _ I;H - - - - _ � �:- _ ._�� _ " _�l r-r��-r�'-i��'-i�-'��� ��'-,-� r-r -,�� -��������-���'�'-���'-�-�����-''-�s�'-�._r�� -; ��r � � � -- - _ i � � ,� I A - � - �: � ��4, � OZ � 12 + 43 -Yl DET- _ _ . � �,, -_-_ _ � � �� �_ , : _ : , A \ p1' " i�UfJ�J�L G'�-tili.,, � � � A\ -�j`' �`-U� �, r � �-' � � , � , , � ,� C ` i 1� � �i ' �� SHORIN '�� _� _� � � � � � / �j � ��, .--- � _ -- - - - _ - C - - - - - / - - - �,r���-v-�s�_�k�k��s-�,��v-��_������ -- -- -- �_��'` �� � ,, �y- �, _� � � � � -- - T - _ _ � , ' � - --� OZ � ��'� ,--_ �S' SEE- �-z,-� - � - � � -7-�T�, _,�,�� _`__�- _ - - -- - -'� _ � IJ� GTD� -- - - - - - T - -- ---- - ' � ' " -� ��� � �- - � ' ' � '• �� - i � - �� -' � - @-- --�-- �� � � - - - -- � _ � �� ��ti � � � � r � 1 � �� -_� � - -- - __ o ,_� - e�T� �5 � � � � �, � _ - - - � � _ _ �� _ - _ _ _ — — — - _ ; � ,' ~ , � �°. _ - — � — �� � r T � m _ � � - - - G7�D � DET6 ' ' , _ C #ii'� I �� �EC �",. �I � _ �_ _ � - �,,-;� - ��: - - � ��� � � � � � •Ol ' , I � kl0 � SAG STA 20+02 -LDET- �� �'1�,�'✓� i � I� i - - - -- - �_ GTD -C- - ' �E PROT�TI� I i �Jt� � ��hr'�'J - -- i SEE DETAIL DET3 -�� - - - - - 051 - - ,� � r � _ �C1 - - - � � � - - - - - � N -_ _ - -� -- - -- 3E�6ET7-CIL�ET� - �'-IF - ��,� �-�, _ - !-_ ,cr�r�� �, _ � �T� �TD _l �_-� � = �;I��i �� _SHORING - - I O - �-- ' ---- - - _ � o C I _ _ �_ � � � � - � <<4 ,� � i� - -� _ - - -- GTD -� -- _ � - - - i � � _ _ � � - . . ��-� _ . .- � �-- � _ - i - � F - - ----� - ���. C - ---� 2 � � �` � �� � � � ` � — ��� --- �� C -� --- __--_��-�� F � � �� � � -� � � � � :,�� � � � �� GTD i _ _ � ,�r �-� - , —A \ r � �` p5�� , �`" _-, - - �� -� _ � ', o , . -`� - /, ,- _ A �-� - �i � � �� � - - � SPECIALZ� �QITCH `��Z � «� • c� c� - Y _ �"�' ° - � V �> � � �� � \ � � � � � , �,�'��°'` � c� c� N � � � � � � � � i � �� i� r � . p o �_ o � � _� � � ; , � � ���SZ><SZ>.' �� � � , � � � � � � � Cr ' y; > �- 0512 ; o o � . ' � � PEC AL CUT DITC i SEE DETAIL DETI � � _� �z� • • • � ' - '� : . o 0 0 ' � � EE _ � _ DE I I I I � ':i� � � . . � p ,J�, I'.,,_ �,'v`d ��'r �� � � � � ` ,.-�< <�F � � ���� O j� � � � i '� � /1 S ?; � � ���� �.-- .� , � � � , �,�, ���� � �1 � , '' � � � � l �� o �- ao �� � .� � TAIL DET2 � �' lti,,, , � � � _ _ � � � i � ,i O 1' �' � AO O ���-k'", � +2� �L� lII� i v rk � � � � � `, � K _ , F _, _ � � ; i - - 2 ( I � � T, � � _ ., � '-�� � . . � �; �"�� r � ' w � .00' R� � � � E � ' ,_, � i � �' �� ���� � ` : AI ��, �� � � � �� � - � - ��� � � � � � � ���1 � � � h` V ��, �_'� ��� � ���� \ C � � , � CL�SY' ' RIP � �O � � i A � ` _� � i �i E � � � �:-- � _, ;'� �;� ��� � � ���� >, � �, / �\� GTD � '� � � � � � - � 0 � � � � � � � / lF ! GE � '�, ` \ � � � � EST. Y T __ __ 2G C � � C� � � � � � � _ _ /� � � - C ES� GEOTEXTILE _ b� � � � . � � 2� i_ . _ I� � E� � �� _ � �y� � �� � / - _ � ,� � �i E� ----E � � GI" ���' ���i�'' ��� � ��� �L - �� � TOE P "� K �� � �_ 0513 � �� �� � � � �� _ � � DETAIL � � ' - E �� � � E " � � 0�05 � SEE DETAIL DET3 � %� '�S � � � CLASS 'B' �� � � � � DET5 � � � �� E I lF � 1 � � �� RIP RAP � i � �. AE � � ���� � i _ � � � � � ; • �.� / lF r' � �� ��_ ST. 2 TO SF� .OZ.p � �� � � -Yl- POT Sto. 12+36.00= � �' TEnnP �s„ � -�- e I � � sT. ��� ° - �- ; , � -L- POT StO. I,3+4J�.99 WO��S � �' � -� W/ELBOWS ���J CLASS 'B' RIP RAP �� RIP RAP AT � TEXT�ILE'' i��� � �v, ��� i �� � ' CONSTRUCTION � CLASS B r� ' EST. 2 TONS ' EMBANKMENT �' � `� �' ,, �'� � � � � �� FILL MATERIAL � '�-�� - _ �� � _r� , ur�-,_ - „ � � RIPRAP BANK � C� �$ fi�i� �'�- � —�� : s1, EST. 7 SY GEOTEXTI SEE DETAIL 4-5 � �i PROTECTION -� , CLASS B , � � '��� _ i SEE DETAIL DET4 �,� �`�� r � � RIP P ��� EXISTING � t� RIPRAP BANK /, ;' � � �II � � DITCH ' � � �� � i -+ PROTECTION �.-� t- � u �'- � � � ' � ' � � `_ SEE DETAIL DET4 _ �`' � IiI � � � � ' � t ��_s' s,' , '!i � � 1 , �� ��;�� IF �1 �N � � ; � , � I. � �` � ,� / � i � �=� l, , z � i � � �� �,� � � � � i � ��� � x� T � � z �� - , �_ w� �% �—� _. - � 7' � - � I „ ,. � Y � � r ' � z i � � � � �`' � - - � � � �� � '� - �� � �� / � , �- ��// � % � � � _ � � � '� � � � \ � � � � � , �, I 1 �� � � � a�, �� DETAIL DET3 �`�'� � � DETAIL DET6 � � ��� � �--_ � � �� _��I � � � � TOE PROTECTION �, � � FALSE SUMP � ✓S � � ' ?• Not to s�aie , � i I or 1 ) �.-„ ��d'�e ( Not to Scale) �, � ✓S� � � �'2 � �i DETAIL DETI �'�is,p��°,,er ,�.����S�oQe ,� �T�i-a�ffic F o�w� /�� �� � �� � I� � � = „ _ , `i� SCALE: 1 100 � SPECIAL CUT DITCH �2� � ��' 0;� I �� ( Not to Scale) d� � � � � i � —� � 1 0� Ditch Geotextile -� � ,/S � �� �� � �� � �� I Natural `i-�' ,�+�6t Slope d= � Ft. � �' � � I Ground �'I � QAO � l� �' �� —_ � � d � Proposed Ditch S= Ditch �ope `� i Type of Liner= Class B Rip-Rap � Geotextile STA. 14+61 -LDET- LT � GRAPHIC SCALE i Min. D= 1 Ft. FROM -LDET- STA. 14 + 00 TO 14 + 50 LT i Type of Liner= Class B Rip-Rap Max. d= 1 Ft. FROM -LDET- STA. 18+00 TO 19+10 RT i � FROM -LDET- STA. 22+00 TO 22+70 RT �5�� i � FROM -LDET- STA.11+50 TO 13+00 RT DETAIL DET4 �'a � o DETAIL DET2 RiP r�P AT EMBANKMENT DETAIL DET5 ,� � � �� SPECIAL CUT DITCH (Nofito Scale) Outside Ditch FALSE SUMP �` ' o �'� Vdet = 4� /VlPH �i Q ( Not ro s�a�e) 1o'm�n.-� Tra f Fic F low ( N o t t o S c a l e) � ' � i � I Front � -LDET - -YIDET - -DRV - ', o ,� o< Ditch Ditch ,.o'min. � 1.5- 20�' ', � Pl Sta 10+80.90 Pl Sta 12+4/.53 Pl Sto 22+44.83 Pl Sto 24+05.46 Pl Sta 12f23.42 , ,�, Na,��a, �� �\ ��e< Slope Grade � S� P�PE p= l6° 53' 12.3" (RT ) 0- l6° 53' 12.3° �LT I 0- l6° 53' 12.3° (LT l �_ l6° 53' 12.3° �RT l p= 30° 53' 33.6" (RT ) Pl Sta l0 +55.85 I � � Ground ?• � �� o � — �� i� - - �= 90° 00' 00.0" ILTJ ', ��' Min. D= 1.0 Ft. GEOTEXTILE � ,� ' D= l0° 30' 46.8" D= l0° 30' 46.8" D= l0° 30' 46.8" D= l0° 30' 46.8" D= 35° 48' 35.5" D= l90° 59' 09.4" � �. �; �s �� � L= 160.63' L= 160.63' L= 160.63' L= 160.63' L= 86.27` L= 47.12' � o� Type of Liner= 24 TONS,CL B Rip-Rap � Proposed Ditch S= Ditch �l�pe % T= 80.90' T= 80.90' T= 80.90' T= 80.90' T= 44.2/' T= 30.00' FROM -LDET- STA. 22+00 TO 24+55 RT V i !,�i� FROM -LDET- STA. 13+00 TO 14+50 RT FROM -LDET- STA�15t+42 TOS 15+57 RT STA 14+63 ,LDET RT c, R=,`j4,�j.�0' R= 545.��' R= 545.��' R= 545.��' R= 160.��� ' ' �M FRonn -��ET- sTa. �b+s9 ro i6+58 RT i� � � /� SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS R= 30.00 SEE SHEET 7 FOR -DRV- PROFI�E ' ,:� � FRonn -��ET- sTa. �9+65 ro �9+�5 RT / �� i SEE SHEET 8 FOR -LDET-, -Y1DET-, AND -Y2DET- PROFILE 'i om. / � / �. ;i_;'.� / (} i I � /� � / / ///// � ' B U F F E R D 1\/"�W I N G PROJECT REFERENCE NO. SHEET NO. � ,� �� �� �� �� �� �� � /� __ --- - � �� � � �--� B-5239 5 � ,�� `�; �; �; �; �; �, ALLOWABLE IMPA�T��� �ZON E 1���'����� � ������� �� SHEET 5 OF 7 �, s�EET No. ��� ���������� / ROADWAY DESIGN HYDRAULICS � � I � � i „' �� � ENGINEER ENGINEER ' ��� � � � � � ' � `��� �; , � ` ''' � I � � � � � � � ;� ,' � �' ' �' �I\T��I�][-�"][,]E�[°]E l[�][e�I�T� '� � \ \ \ \ \ \ , �� � � � -- � �� 1[D� N�°Jl" �T 1C 1F� % W .sAC LJ][ d°J[°d�N 1 � ll8 ff3 � � �`,� � � � � � ALLOWABLE IMP �TS� ZONE 2 ;� ��� I °,��� � -� � �� � � � � �; � � _ � ,I � � � - � ; � � � � � - � ,� - ; � ', � , ° o ������������ ' � � � < , � ; � �' , - ; � , _ ''�, � � � , 1 � � � � � � � � � � ,' _ '� � ti�' j_ � ' - � �,�' � / / / / / / / � �� �� � � , �C �/ �/ �/ �/ �/ �/ � _ � ,_, � ��TS ZO N E.1��� L- ; ,� �� �� ,,,,,, , � , � , — _ �, � ������;���������� ������� � ��� -���� ,�������� LLOWABLEIMP� (_ ) °��"� � �- ' , 'C 'C ��� � � � � � � � � � � � - � ' �, � �� �i DOCUMENT NOT CONSIDERED FINAL -� � . � �� � �� � , , � � '� �� ' � UNLESS ALL SIGNATURES COMPLETED �� � �• � � '� � � _ � � �; � � vo �vvvvvvv ,�' �� � �� _ , Nqp N � I �— � � _ ; � , � � � � � � � � � - _ ,, � NS 8�/ �1 _ �I � ��,�,�,�,�,� ALLO ABLE I P�CTS ZONE� � -L-' - � �� ���� RS �oo� N �'� I,''���� '� ���_ � �� I ,, � , _ ,,,,, �� � � ��m �� � � � � �- ���--_- , � � � ;� � � ������� ��� ov �► ' ; - °° � ,�� � � � � � �� �, � - _ _ � - � � N � _ , m �� �� � N , _ _ � N ��- � ' � ►� � � � ��� N � � %� � , �!��� � -,� ;-�� `-= I ,- - ;�„ , ---- -- - �_ , �-, - , , < � � , = , � � � � , � , � N �� �� � � ��� � � ,_� ' � � � � � �_ ,_. , � � �, � i , � — � � � , ,�� ---- � , � _ � � „ � � ,� , �,_, - � ------ -� � -- � � --- _, � �, � �� , ��� � � � i n � � - � � � � " � � , � , � , � -, �_. � � l � - ���� � � � �� �� ���'���� � ��� � � � , � � � � � , _ ,._, - � ' � � � � ���� ��i � �� ��� J � � ( � � � n , ' � , �l �� �l �� , - ' � , _ �/y , � , �_ � � � ' i :� -� � �� � � �` � �n� �' �`u�� � �� ��� � -+� \ � � � _ \ � \ � � � ' � � v� - -- -; — '.�_ -- - ' � a' � _ _ J T_ E _ 1 - = � �=� � ___ -����� � - � �� , - ? � � � u�X������ � E ��� � --� � - { __= -_ -- � .� = � _ _ � ITE 2 __-_ - D � � � � - _ � _ _:_ �. , p , , � _ � �, � � , � � � � �, h ,. �- - '� _ � � ,� J�- - ---- � _ � �� � ' � ,_ ��� � - --- � -- � � � � i�� %'� \ � � �� � I I , �� � � - - � � � � � � � , . � , � ���� � � , _ � E _ , _ � ,,� �� , � ��� � � �� � � �� � QQ � � � � ��,�% _ . � � , �,, � ,� v � _______ Q _ : __ � � � � �� � �� � . - ��� ��,, � �„ ,�� Q ,�,� �,��.� � � \ � � � �� ��� � - � � � � �� , _ � _ � ��� � . , X�� � � �� � . --- - �� � y ; ��� ,, �: � X�� �� � � i �C X � � � � � i \ _ _ ��� � / �, i \ � � � �� � � - � � � � � � -- __ � � �, � .�` � � r u � � � � � � � � - �� ,- � �— t � � � ��`���x�`� ��` � � � � - - - _ � � ; � _ � � � � �� ,y �� ' � � � � � � � y -� � F�� � - - -_ _. > � � . , � , �u� ! ', � � x �u�. �C� h� �x � � � � - - _� ; ,,; , _ ; , � � - � r i - _ �� � . _ � �% ( � �'%`�� ni ��, �� � � � � � ;� ; � � , , __ — � � \ � � / \ � i -- _ � � � � I ' - _ � ,� _ �� � � � � � --�; - -- �'� � h � � � ' � A � � � � �x� � � �A _ �_ - - � �; � ,� - �` � � I �' � f , I �� \V�� �� � �i X� � � "'��._,, �i ��n � � � � � � � �� � � i ' ' � � � � � � ` � - � - � , � �� � S H O R I N �� " � K����� � ��� ; � � � �` � x � � ` `, � � �;'� ,'�� ,� ; � _ ---- o � � ���' �' ",����, � , „ x ��u�uu �� �` � �� � � , ;���., �. � � � � � � , '��� ,� _ � _ ---- ---- -- � � �� i = = �ff �- � _ � - ����� - - _ _ �- - -- - -- - - _ - -- - -- - - N — —� — �- -- — — � �� — � � � L � �� � �� i� � /, �� / II — i"' r-. � j� � ' � � l � > 1 � " �� � � � �-� U��L� , t� � ;_, � `ti� � � V �, � \ � � � , � � 'I 'I � _ � - - - � _ co , _ ' � I � \� , �� T6 � � �, ; :� �,� ���_�� � � , �-,�� �-� . -� �� �� � � � � � ��- � ���' � � � � � �� , O I SAG STA 2 0+ 02 -LD E N � � � � ;� ������ � ,,�� _ ------_ . .. _ , �- �- - _ . -^ � i I ;-'•-� - �.- .� � . . - - � � � _ - � _ �� ' _ _ I Q . - � � �� �,� I � � �� , , ��� T�� �fiD �� � � , _ _ _ � � ���� �_�_ � - �� - ,��- -- - - - - � � -� �- ��--�- - - SH O RI N G --- �-- , � � - ��� � � � ,. �;�� � � -� � � � - - - � � , �.� � � � � �� � - _ - - - - -- - --- - GTD � �� � � �� k �X � �/ i � x � �C � � � A � _ �- -�— � --- - � _ _ , , - - - �� �-�� � � �x � � � � � �� - �� - - - F F , --�; , ; �, � � � � � , � ,��,,� , . �� , , , , �,- ----- - --- ------ �� - -- -- � __ _ , � �,� x� � � _ -- � --------- - - �, _ �� `��� , . —_ � �`x� ��� _� � � ��� ; � � _ � - _ -� - i� � i� , - , ir�,,_ �� - x �`� —_� � �� �� � , -_, ,,_ ; � , � _ ��� _ _ ;�� , � � ��� � �` u � � � , ,% , ,��� � � � �, . � �, , , �� , � �, � X�� = � � - �� � - � - -� �� ���` ,�� - - - __ _ _ � � � � x �� � � _ , � ,. � �� -- - �, � , p� � i � � \ �'� _ - ` — � '�,, ,���- �, �� � —� ' �� -- - - �� ��---=� � , � \ v� '�� _� � � - � - � � � � � � � � ���, ��� -'� i '� i /'' � � � — _ /� � � � �� ° � � � . i � - L' �� � � _ __ , � � � U � \ ,�, � �� ,� � � � _ '� �vv� �; � � �x� � ; � � ��� ,�� � \ � \ 'y,� ;`�,[�V ��,,�� �,, '', , �� �� — � x �y`l� \ �,`�'�` � �, � �� �%, �, - - � � � \ � ����; � �` �� ; �� ��x x x'�` � � � ' � a' -, � __ ; V Y , _ _ � � '�� � � �� � '�� x, , � � � � ���� x x x x �; x �x� � � � \ . � _ ,,� � � �� � ��i � � �� � � �� �.� ����. , � �, x � ; � , � 051 ��� �� � � �,, � � . � i � ' , , � � �� ��� � �� , � , - �� - - - -- - �� �I � � � � �� �. � � '� � ��� ,��, '� � � � � �\ � � ��i - - -��r - i , x x � � � �� �� I� � ��, � _ �- � I , � � i � � �i ,� i y � � / �� � ��� � � � - � � � � � � I � , a a' , � . ,, ' �,, � _ n � �_ A � � �� y � � � � � �� � � � . ,� , � ' �V ,� _ -, � � - � � �,� =� � \ r � � � �� ��� _ _ ; � , ti , _ , i� � �� � � � � _ . � � , � , �� � � � � � � �� �� � �� � � f '`��� - � � � � � x x x �i �' � ��i , �� �� , � , ��� � �. � , �� � ;; �, �� , �- , ,- , - ,, � � ���, = ;- � � � � , � ���� _ � � � � � _ �X� �x� � , 1 � �V � � i � � �� � ;; � � � n � � �. � � � � > � � ; � � � , ' � � � � ��� � � , � , � C�j V /� �j ��� � � � �` � `� � � � u � , � ���� � -- - �� ,; ;:-,_ ; ' �� � V �� - __ --- , �, ,- , � , �A � � �` � X � � \-�! � � ` � ��`� � r � , � ���_, � � , � � � I � � � �������` �` ��� � � � � \ � , � , �, � � � \ Y �'� � - ' / i � ; ���� ; , � ,� � ��- �- °- � �i� � \ � � � ��_-�� � �i � �`� �'� 'I' ' , � � � � � _ � � � � � � _ -„ _, , _ �� � � x - � , i � � � , � � i � 1 � � � ��; X - �,, � � � � � ���� � ; � �_ �, i �� _ � - � � �i / \ , ti � x � � � � � I' �� .S. � � � � � x� �� � r � � � ���`� � �,� � i � �� � � � / �, .� � � :� �l � - ,�` � y� ' � ' '� ��!�` � � � � � � � � � `� �J � � i i ,� �% � � � � � � ,, , , � � . , �� ��'� i �� � i � � � � � ��� � � � \ i � � ` � � i � � � � ,� . .' --- � � � � � � � i � � � x i \ �� ,, � � � � � � � "� �� � � �,, , -� , ��� � � � �. � � � ' � �' � � �� � � _ . / � -�-, � u ,� �� � � �, V , A � � , � n i � � `� � � i i � n � � � _ �. , � � � , � - � � � x i � � ' - �� , X �l �l � GI C - _ ��� ��, � � , �� - � � � -�� � � � � � \ � � � � . � � � �� � � � � 4 � \ ��-�,� - �, � � ��y � � �- � �, /� � � � � � � � �� , %X ��,� � � `�� `� � X � �!�� � � � �_ _ / � � � G E ` ' _':���' �=,�� ;- I \ '�, ; � � \ �� �� � %� , -�� � � , , ��j� ��"• ��� � / ��� / � � � � � V � \ \ � i �` � � � � ��,�< } v %` \ �� � � %� � � � � � � \ �' � � � � i � � � �C '� � . � \ � � � - �` `� � � � � � � �` _ � x �� , � � Y,�. o; ����� ,, �� '��x y� ;=� ��� � � - - " ' � TO E P � -� � � � 5 � x �� � � � � � � �� — � -- I� � '� � %� 1 ��� i - ��/ / — — � � � ��`�� � ��� � �� , F � �, - x x �n � ���� , � � E SEE DETAI L DET3 ✓ � � D ETAI L - E �_ � S � � 0�0 5 � � , � , � � , E ' E �� � � � y � � � , D ET5 � �'--� - � !�,► � I � � � ��� �' � , , � '� /� /� � �� ' � � ��� �' � � /V� , " � � \ � � \ � � I � � TEMP 18" � -'-�- � ' � � - � \ , � � � �� — >� � �- �� � � , � � � W/E LBOWS `� , , � ��' -� ���'� =' �' � CONSTRUCTION � CLASS 6 RIP RAP /��" RIP RAP AT - C LASS B � - ���'i� � � ,s ��, ��=� �� � � � FILL MATERIAL EST. 2 TONS > ,� EMBANKMEN �, RIPRAP BANK ���� ���- EST. 7 SY GEOTEXTI�� / � SEE DETAIL 4 �� PROTECTI O N �� ���� �' ;,�� C LASS B ��' � � � � ' l , j �'' ; E E D ETAI L D ET4 ;�� �� RI PRAP BAN K �/ w S �� I � � � I , � PROTECTION � � � , , �� —� � , , � - -- , � _ j f � � ,� SEE DETAI L DET4 , � � ; � `;, > _ _ .� �= ,__% ;% SCALE: 1" 40' � , �� �_ � � �'� 20 10 0 20 40 � � � �� � __ � � � � �1 : � - � ���� �� �� � � �z o '� �- ' . � � � GRAPHIC SCALE ,� � <� �� � i /� �c "� r� � ' om � j RIPARIAN 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) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) BRIDGE 3�70', 1L75', 45' 1 PscG 14+81 TO 14+92 - L- X 182 BRIDGE 3L70', 1�75', 45' 1 PSC� 14+92 TO 17+03 -L- X 4997 2631 BRIDGE 1L72'-7.5", 45' 2 Pscc 18+13 TO 18+68 -L- X 545 1372 BRIDGE 1(a�72'-7.5", 45' 2 Pscc 18+68 TO 19+41-L- X 1573 BRIDGE 1L72'-7.5", 45' 2 Pscc 19+41 TO 20+14-L- X 959 956 1 TennP eRio�E �@2s5� 14+79 TO 15+03-DET- X 464 1 TEMP BRIDGE 1@265' 15+03 TO 17+08-DET- X 3224 1722 1 TennP eRio�E �@s5 18+43 TO 18+g1 -DET X 446 1149 2 TEnnP eRi��E �@s5' 18+g1 TO 19+77 -DET- X 1731 53 2 TEMP BRIDGE 1@85' 19+77 TO 20+35 -DET X 1082 908 TOTAL: �a5s� 9437 0.0 0.0 0.0 0.0 0.0 0.0 Site 1- Less than 1/3 ac of Impacts Site 2- Less than 1/3 ac of Impacts Rev{�P�� �006 Rev.Jan 2009