Loading...
HomeMy WebLinkAbout20180542 Ver 1_17BP 2 R 85_BP249_hyd_permit_package 6-6-2018_20180608I Ii�Il���dV North Carolina Department of Transportation StOYt7]YVc�fPY- � � ,..,..,..,� Highway Stormwater Program �;- STORMWATER MANAGEMENT PLAN -- (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.2.R.85 TIP No.: County(ies): Beaufort Page 1 of 2 General Project Information WBS Element: 17BP.2.R.85 TIP Number: Project T pe: Brid e Replacement Date: 11/30/2017 NCDOT Contact: Robert T. Turnbull, Environmental Services, Inc. Contractor / Desi ner: HNTB North Carolina, P.C. / James A. B rd, PE Address: 4901 Trademark Dr. Address: 343 E. Six Forks Road Raleigh, NC 27610 Suite 200 Ralei h, NC 27609 Phone: 919 212-1760 Phone: 919 424-0437 Email: rturnbull esinc.cc Email: 'ab rd hntb.com Cit ITown: Bath Count ies : Beaufort River Basin s: Tar-Pamlico CAMA Count ? Yes Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.13 Surroundin Land Use: Rural Residential and Agriculture Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 1.2 ac. 0.5 ac. Typical Cross Section Description: 2- 10' asphalt paved lanes with 2' paved shoulders, 4' grass shoulders. 2- 10' asphalt paved lanes with grass shoulders. Wetlands are present in all four quadrants. CAMA wetlands are distinguished from 404 wetlands. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 530 Year: 2011 Existin : 1060 Year: 2031 General Project Narrative: State project 17BP.2.R.85 involves the replacement of Beaufort County Bridge #060249 on SR 1336 (Hawkins Beach Rd.) over Duck Creek. The existing bridge consists (Description of Minimization of Water of 1@ 17' - 10", 1@ 17' - 1", and 1@ 17' - 9" timber deck on timber joists, steel caps, and timber piles. It is to be replaced with a 1@ 30' - 0" and 1@ 55' - 0" 21" cored slab Quality Impacts) (85' total length, 33' total width) at the same location. To facilitate the construction of the proposed bridge, an onsite detour is proposed on the downstream side of SR 1336. The project includes 0.110 miles of roadway improvements. In accordance with Tar-Pamlico River Buffer Regulations, the proposed bridge does not contain deck drains. All stormwater from the bridge and approaches will be collected by a storm drainage system and discharged into the wetlands. The drainage system will outlet outside of the buffer limits in the northeastern quadrant at -L- station 16+18 LT, with the outlet pipe set at 0.1% to reduce velocity into the wetlands. A Class 'B' rip rap pad was specified at the drainage outlet to lower discharge velocity and to minimize impacts. No defined roadside ditches exist that are impacted by the proposed slope stakes. Thus, all existing drainage patterns are maintained in the proposed design. Waterbody Information Surface Water Body (1): Duck Creek NCDWR Stream Index No.: 29-16-(2) NCDWR Surface Water Classification for Water Body Primary Classification: Class SC Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Discharge Over Water Body? 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) 1-li�ll�vdy North Carolina Department of Transportation / �tormwate�r �� /� ,,,...,,, � Highway Stormwater Program � ;✓� �-'� STORMWATER MANAGEMENT PLAN — (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 176P.2.R.85 TIP No.: Count ies : Beaufort Pa e 2 of 2 Preformed Scour Holes and Energy Dissipators Station & Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules? 4 -L- Sta. 16+18 LT (1)Duck Riprap Energy Class'B' 0.1 Pipe 15 0.8 1.6 Yes 35.462992 / -76.854354 Creek Dissipator Basin 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. � � • � � V � � O V \ � ' �q . �q�O 8w ��l NOTES: 5°T'sE��'1� ��II��°° �i ���� II--� (�'s'� I ' c�Iel�� � �^� iT���'�������,� �1T�' lI���II����`1y� BEA UF�RT CO U1�TY LOCATI011t: REPLACE BRIDGE N0.249 OVER DUCK CREEK ON SR 1336 (HAWKINS BEACH ROAD) TYPE OF WORK: GRADI11lG, DRAIIVAGE, PAVING AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. 3. SEE SHEET 2B-1 FOR TEMPORARY DETOUR DOCUMENT NOT CONSIOEREO FINAL UNLE55 ALL SIGNATURES COMPLETED Prepared in t/� Offlce of: H1'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH �INTB HNTB NORTH CAROLINA, P G. 343 E. Six Forks Roatl, Suite 200 ADT 2011 = 530 Raia�gn, Norcr, caroi�oa z�soe 50 25 0 50 100 ADT 2031 = 1060 Nc ���e�se No: c-�5sa �o� ���� � i ( `�� :.. K = � 0 p�0 2012 ST.9NDARD SPECIFIG9TIONS !�`?� �Q PLANS LENGTH OF ROADWAY PROJECT 17BP.2.R.85 = 0.110 MILES ;� � � D= 60 % DOUGLAS WHEATLEY, PE P.c. SO 2S O SO �OO — PROJECY' ENGINEER SfGhfITURE: n�_ � T— 6 %* LENGTH OF STRUCTURE PROJECT 176P.2.R.85 = 0.016 MILES RIGHT OF WAY DATE: � g ROADWAY DESIGN �ti-" �� " V= 60 MPH JANUARY 31, 2018 MONICA J. DUVAL ENGINEER ��� 1��� PROFILE HORIZONTAL � �� � ) * TTST =2% DUAL 4% TOTAL LENGTH OF PROJECT 176P.2.R.85 = 0.126 MILES rno�rcr��srcxexcrxE�e �a��������;� 10 5 0 10 20 FUNC CLASS = LETTING DATE: LOCAL AUGUST 8, 2018 HEATHER C. LANE PE PROFILE (VERTICAL) SUB—REGIONAL TIER n-cDor coxsncr PE S7GNATU7tE: �y: W � \ EXCAVATION IN WETLANDS = <0.01 Ac /68 SF e, EXCAVATION W CAMA WETLANDS = <0.01 Ac /19 SF FILL IN CAMA WETLANDS = <0.01 Ac /219 SP �' �q HAND CLEARING IN WETLANDS = <0.07 Ac/212 Sf . O 8� CENTURYLINK TO PLOW 50 PAIR COPPER CABLE ���J 1IVIMIM�OF�IO�BELOW CR�EEK BO TOMEK AT A , co�eF;,��v uWr_. WETLAN D & STREAM IMPACTS SCALE 1" = 40' i CL4S5 '8' RIP-RAP EST. 1 TONS , =/ � E5T.5 SYGF `/ � 1- � i � � � � � � \�1 � i 1 ��` 1 I 1 L � / 2 ✓� . � / � � .i.. 1- 1 1 'F- � ��Fc �I �� ts rscP-��N�. � �: ,: �. �G � � _/ -� _ �� !� 1 F i, �- _ _.�--- -- �� EF�'F�A_ F �— BEGI.�' PRO jECT 1 iBi'.2.R.85 � - ���� -L- STA 13 + 85.00 � � �, ` w � F�; } ��� � i � 5�'f� � ��� � ���i-� '& i k� � � � i i 2 / E ---�j E — � -. R14 CI.RpU!�!Q % / TRi COUNTY BROADBAND TO SWING APPROX 500� OF // - BF048 FIBER OPTIC CABLE FROM WEST SIDE OF ROAD �-----�- TO EAST SIDE OF ROAD AND QORE UNDER CREEK AT A � � - MINIMUM Of 10' \ W2 ���� � �� � �� � EXCAVATION IN CAMA WETLANDS = <0.01 Ac/20 SF �� � � � " i __--�3' ,' � FILL IN CAMA WETLANDS = 0.02 Ac /661 SF � FILL IN WETLANDS = <0.01 Ac /2 SF I i IMPACTS IN SURFACE WATER = <0.01 Ac/12 SF ��-� ��� SCALE 1" = 40' / �C7i� -DET- ALI�NAAENT AND F'ROFILE, SEE SH�ET 2�-1 ��_�� SCALE 7" = 40' NOTES: EXIST. LOW CHORD ELEV. =2.68' PROPOSED LOW CHORD ELEV,=3.00' EXISTWG CITY OF WASHINGTON OH POWER LINE IS TO BE RETAINED ;� �? AT CURRENT LOCATION WITH NO ADJUSTMENTS. �! BM�1 1 RR SPIKE SET IN 24" PINE � � � �, -L- STA 75+17.92, 46.99' LT ��T � T �� ELEV. = 3J3' 6EGIN GRADE _ _ __ SCALE 1" = 40' �.`PROP i V� - 1,-� � .� � �^ 1 O i 'R.�"�' TEL I � �/ cs P�iosrr�arn �',IPAN'( INC. , / � -� ;-�il � � �� 1 f � / � � � 1 � i �: % � � r � s - � �i I � 1 � � � � ' ��}' 1 �� 1 � . 1 � 1i � �, 1 � .. -.�... I� .il Y� .� 1 1 i �—' _�— _ I � } i . . .l 1 i� �� i� -/1 �l- L i 1 .� � i �. � i � �,� , rz a y . E I i_��i �i C�INTB nRiC1ei9ense�NthoCaR55anaS276092oo W 3_ FILL IN WETLANDS = <0.01 Ac /45 SF FILL IN CAMA WETLANDS = <0.01 Ac /8 SF ���ti c+��-� � —�-_ � �- �' __� � F � _ �i'�,- - � . . E ' F �� �' 1 � i i � � �.. . � \ l i � L 1 \ � en =`� z{� .. E r $i 1' i � j � e i i � � " ��� ',- t y � , BORc Pif �„ / ��� �� i 1 .�. 1 ' 1 ` � � W4 FILL IN WETLANDS = <O.OIAc /120 SF O � °C P n�Pi�d.l`. � PROJECT REFERENCE NO. SHEET NO. 17BP.2.R.85 4 fLW SHEEf NO. ROADwAY DESIGN HYDRAUlICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 2 OF 14 �I ENC7ES .. ' IN N/E7Lt`I ' ��DFNOTES F i'. ri_aN� � . rni:,::. � �� d� �DtNOTES IMPACTS IN SURFACE WATER ejc5— � �'� � �`� CAMA WETLANDS • � 4Od WETLANDS SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT _ - _ _ - _ - r r T�- r T� � r T� � r� � r� r� � � —�� T�—rr - Tr —=r--' � `Tr —�r �Tr� r� r�—�—Tr ' �—�- � MATERIAL TO 8E REMOVED _ - ---- - - - - ���� � � �L -- � � -�L -�t� �L� -�� L���� �r _ � _ , T �� __ � � _�r� �r� r� r�,-�� _ _ �� __ � : �� � -�� � =� �, -- END GRADE __ _ _ _ _ _ _ -L- STA 13 + 85.00 ,,_.__ . . , .__, . . ,, __: :. ,_- � . -. .__ _L- STA 20+50.00 ,- �� -- ��. . _- ��. . _ _�, . ,-- ELEV. = 7J0' �� , � - --' --- . ELEV. - 9.30 : �1-: � - - . . .. T �"�-I i __... . . .�r__�TT�_ _ T'_ _rT_j . _. � . _. . r. _ ! . . . . . . . . . . . . . . . . . . . . . . .I -.. . . . -_.� _ - _ J._.... _ . . . _. �.. _ . . . ... ... . . ... _ .. ..._! . . . _ . . . . r.�..i I _. _�. . ,__ ��. � . . . L� _ L_ L� ��_ � � �. - PI = 18+85.00 �.�L� L� i� � ZO --. �- PI = 15-i-40 00 WS EL.= 0.0' _ Tr T T, , „, i SURVEY 8-24-17 �i _ VC = 6180' i - —� -- - EL = 4.80' _. � �r� � r� --r� - � � : { - - - - VC = 260' - - - 'r - - - -L� - _L_ .- L K = 115 �1 � i i - K = 115 �L� ' i_ - - � � � f �� - - - - V= 55 MPH -�` I � V = 55 MPH — �'�,.�_� - - } : - �_ i ' ' - , � - i , : �� '- � � _ _ -- -.- _ --��- --- - � i 4% �� �-)1.8710% �=)�.939 _. a - � , `_ — i I : _.. ", ,. 0.3768ro '. i i : : �� � 0 -10 � -' — ° _ � "' / .... 6. �. �. ._ ki--1 I-. . � _ ,..�__�� ..:-. �' : , ,_ : ------ :: - � � � � �_1�._ . �-; �— .1 �' � i-. : ' �' � ' t--�: ;_: . . . � - -�-i i = i _ � ' _ : { , i= 7 r i _ _ i 1 0` i__i_ ' i . -- � . , � � �, ,. �_: , ;. , �_ �1_�.. ,--'--�1 �_,_�__�. _� . w - w __ - - �� , �w _ " BORE PIT � '. io miN. i-ri 7 -+`r-r-i r SIZE DETERMINED i i- i- i i BY CONTRACTOR m � —I 1 _LI l 11. ��1 L� �1 l 1 L_I l�. Z . . N .J I 1L1J_LLL� 1_. . � +� - :�� ; : —+;� �-�;� _, - I I m i � -I I--�=I �L��LI-i� �:. TRI COUNTY BROADBAND � 1 l 1 i 1L 11 1L j. j__I1tl�l I__I l.. � i. TO BORE CREEK @ 10' MINIMUM _ ��_ �� � _ - r- ,-+-i�-i-� r_ � � . � - — -- — �- -- t--- ,-I--. : � L-i-� _-- -� �- �_ � � �--i_ � _ � .' L , .' L _j � ti--i i� - .1 L i i_ i. i_i_ _i.l .i. i i__i L. � ._i i_ i ._.1 i i _L.1_. i_ , � � i . i :.. .i_'�i . i_ . : i_ i� i. .i_ i_ i� .. i �i_ _ia �i :_i_:_i j _i . i�_ta ��i . i� ta � i � i_ t�: f �i . � ia::j �i . . ,:}:j _i . i . ia::j�i . i_ i. _f.�i : i _f.�.i i i .+�j �.i_: u : ' ` BORE PIT SIZE DETERMINED - BY CONTRACTOR - I � � � CENTURYLINK TO BORE I':i �.�. -;. � CREEK @ 10' MINIMUM i - ��+� -'+'--� --- ' I i i -� . i�-��I�' .- i __, �� �: _ i � c— — � � _, �r-_- r-� ,- - - -�-- DIRECTIONAL � u-i_ �i- L �-I � �- .-:' �- i_ I- - BORE 8�� WL 1 i i i_I. i- i i i- i.l. . I i_.1 i .�-1 i. i. ;.i. i i. i_ � ' '' r-tr+-� -, � - I i i: i i_i._ i. i._i._ i : i._i.� i i. -- i.._.i. i_... 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 BRID�E HYDRAULIC DATA DESIGN DISCNARGE = 650 CFS DESIGN FREOUENCY = 25 YRS DESfGN HW ELEVATION = l.6 FT BASE DISCHARGE = 1255 CFS BASE FREOUENCY = l00 YRS BASE NW ELEVATION = l9 FT OVERTOPPING DISCHAR6E _ �I400(+! CFS OVERTOPPING FREOUENCY= �500(+) YRS OVERTOPPING ELEVATION = 5.7 FT DATE OF SURVEY = 8-24-17 W.S. ELEVATION AT DATE OF SURVEY = 0.0 FT 23+00 24+00 25+00 �y: W � \ EXCAVATION IN WETLANDS = <0.01 Ac /68 SF e, EXCAVATION W CAMA WETLANDS = <0.01 Ac /19 SF FILL IN CAMA WETLANDS = <0.01 Ac /219 SP �' Nq HAND CLEARING IN WETLANDS = <0.07 Ac/212 Sf . O 8� CENTURYLINK TO PLOW 50 PAIR COPPER CABLE ���J 1IVIMIM�OF�IO�BELOW CR�EEK BO TOMEK AT A , _ COMFiJJ'l IIJC. I ICL4SS '8' RIP-RAP EST. 1 TONS , =/ � E5T.5 SYGF �/ i L � � ��� ' � , � 1 � �,f . �.� • .� � . \ l i . � 1 _ -+k- i I � i r � / � � I - � � �° ;. � � �,� r on . � � I�� t5"' RGP-�iN 1 1 .� i u,u �: F iec I '�' . �/ �'' - , J= _� -.----_ !:� _ 1� �F E �F:._ � f.1t�_ WETLAN D & STREAM IMPACTS SCALE 1" = 40' F � � ra - . �� ORE �ii-. BEGI.�' Z'RO EC7' 1 iBl'.2.R.85 �� -L- STA 13 + 85.00 h- � � ' ' � � F _ � , _ �,- F , ,� � s� � �;�s�� j �,z �<, � � _ t � k 2 / � E-=�--� % E - � � ,..J' Id fl.ROU!,!Q / TRi COUNTY BROADBAND TO SWING APPROX 500� OF // BF048 FIBER OPTIC CABLE FROM WEST SIDE OF ROAD � �--- ---____ TO EAST SIDE OF ROAD AND QORE UNDER CREEK AT A �/ ''�\ �- � MINIMUM Of 10' � � � �\ W2 �� -- / \� EXCAVATION IN CAMA WETLANDS = <0.01 Ac/20 SF �� . � �C3' V� FILL IN CAMA WETLANDS = 0.02 Ac /661 SF � FILL IN WETLANDS = <0.01 Ac /2 SF i � i `_� IMPACTS IN SURFACE WATER = <0.01 Ac /12 SF ��� 1�� SCALE 1" = 40' / �C7i� -DET- ALI�NAAENT AND F'ROFiLE, SEE SH�ET 2�-1 �� _�� SCALE 7" = 40' NOTES: EXIST. LOW CHORD ELEV. =2.68' PROPOSED LOW CHORD ELEV,=3.00' EXISTWG CITY OF WASHINGTON OH POWER LINE IS TO BE RETAINED ;� �? AT CURRENT LOCATION WITH NO ADJUSTMENTS. �! BM�1 1 RR SPIKE SET IN 24" PINE � � � �, -L- STA 75+17.92, 46.99' LT ��T � T �� ELEV. = 3J3' 6EGIN GRADE _ _ __ SCALE 1" = 40' ROP -'` � r �O / 'RrSE'' TEL %'CS PFIOSPbinTP �',IPAN'! IIJr. ,_-�;:��I y� �'J� � . 1 1 s I� �-i 1 � 1 l.L �/1 � .. �I i � } � % i 1 � �:# �. � � � _,._ I� s � � � � � .. I � .:�� y � � 1 1 i � _ _ _�- I �I ; � � j� 1":_� -/1 �.. 1.. 1 i� 1 j�- li���- 1 . aa�` 1 _` /,.?i E � >iI � F�/ ` C�INTB nRiC1ei9ense�NthoCaR55anaS276092oo W 3_ FILL IN WETLANDS = <0.01 Ac /45 SF FILL IN CAMA WETLANDS = <0.01 Ac /8 SF �, - -i.YJ �L �y;n_�•- _ � _ . _ _ _ _ F ;�-- _l�E • - F 1' ry �� r� \ 1 J �� � 1 � -`^�� -. i� i rE 1 1 � E �i � Q i , � � ' r��' �- t 3. � , -BORE P�i ��l 1 i i i � s/ 1 - � ' ' , � , - �` W4 FILL IN WETLANDS = <O.OIAc /120 SF O � nC p �c,n�p,-�� + PROJECT REFERENCE NO. SHEET NO. 17BP.2.R.85 4 fLW SHEEf NO. ROADwAY DESIGN HYDRAUlICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 14 t I`ENOTES ` . t :'���j IN N/ETLl�I � ' ��DFNOTES i'. ti_aN� „i: ,::. �� d� �DENOTES IMPACTS IN SURFACE WATER �91E� � �'� � �� CAMA WETLANDS • � 4Od WETLANDS SKETCH OF QRIDGE IN RELATIONSHIP TO PAVEMENT _ - - -� -- - r . r T�- r . . r� . � r r� � r� � r� � -r�T �- - � -�� T�-rr - Tr -T-' � `Tr -�r �Tr� r� r�-�-Tr ' �-�- � MATERIAL TO 8E REMOVED _ - ---- - - - - ���� � � �L -- � � -�L -�t� �L� -�� L���� �r _ � _ , T �� __ � � _�r� �r� r� r�,-�� _ _ �� __ � : �� � -�� � =� �, -- END GRADE __ _ _ _ _ _ _ -L- STA 13 + 85.00 ,,_.__ . . , .__, . . ,, __: :. ,_- � . -. .__ _L- STA 20+50.00 ,- �� -- ��. . _- ��. . _ _�, . ,-- ELEV. = 7J0' �� , � - --' --- . ELEV. - 9.30 : �1-: � - - . . .. T �"�-I i __... . . .�r__�TT�_ _ T'_ _rT_j . _. � . _. . r. _ ! . . . . . . . . . . . . . . . . . . . . . . .I -.. . . . -_.� _ - _ J._.... _ . . . _. �.. _ . . . ... ... . . ... _ .. ..._! . . . _ . . . . r.�..i I _. _�. . ,__ ��. � . . . L� _ L_ L� ��_ � � �. - PI = 18+85.00 �.�L� L� i� � ZO --. �- PI = 15-i-40 00 WS EL.= 0.0' _ Tr T T, , „, i SURVEY 8-24-17 �i _ VC = 6180' i - -� -- - EL = 4.80' _. � �r� � r� --r� - � � : { - - - - VC = 260' - - - 'r - - - -L� - _L_ .- L K = 115 �1 � i i - K = 115 �L� ' i_ - - � � � f �� - - - - V= 55 MPH -�` I � V = 55 MPH - �'�,.�_� - - } : - �_ i ' ' - , � - i , : �� '- � � _ _ -- -.- _ --��- --- - � i 4% �� �-)1.8710% �=)�.939 _. a - � , `_ - i I : _.. ", ,. 0.3768ro '. i i : : �� � 0 -10 � -' - ° _ � "' / .... 6. �. �. ._ ki--1 I-. . � _ ,..�__�� ..:-. �' : , ,_ : ------ :: - � � � � �_1�._ . �-; �- .1 �' � i-. : ' �' � ' t--�: ;_: . . . � - -�-i i = i _ � ' _ : { , i= 7 r i _ _ i 1 0` i__i_ ' i . -- � . , � � �, ,. �_: , ;. , �_ �1_�.. ,--'--�1 �_,_�__�. _� . w - w __ - - �� , �w _ " BORE PIT � '. io miN. i-ri 7 -+`r-r-i r SIZE DETERMINED i i- i- i i BY CONTRACTOR m � -I 1 _LI l 11. ��1 L� �1 l 1 L_I l�. Z . . N .J I 1L1J_LLL� 1_. . � +� - :�� ; : -+;� �-�;� _, - I I m i � -I I--�=I �L��LI-i� �:. TRI COUNTY BROADBAND � 1 l 1 i 1L 11 1L j. j__I1tl�l I__I l.. � i. TO BORE CREEK @ 10' MINIMUM _ ��_ �� � _ - r- ,-+-i�-i-� r_ � � . � - - -- - �- -- t--- ,-I--. : � L-i-� _-- -� �- �_ � � �--i_ � _ � .' L , .' L _j � ti--i i� - .1 L i i_ i. i_i_ _i.l .i. i i__i L. � ._i i_ i ._.1 i i _L.1_. i_ , � � i . i :.. .i_'�i . i_ . : i_ i� i. .i_ i_ i� .. i �i_ _ia �i :_i_:_i j _i . i�_ta ��i . i� ta � i � i_ t�: f �i . � ia::j �i . . ,:}:j _i . i . ia::j�i . i_ i. _f.�i : i _f.�.i i i .+�j �.i_: u : ' ` BORE PIT SIZE DETERMINED - BY CONTRACTOR - I � � � CENTURYLINK TO BORE I':i �.�. -;. � CREEK @ 10' MINIMUM i - ��+� -'+'--� --- ' I i i -� . i�-��I�' .- i __, �� �: _ i � c- - � � _, �r-_- r-� ,- - - -�-- DIRECTIONAL � u-i_ �i- L �-I � �- .-:' �- i_ I- - BORE 8�� WL 1 i i i_I. i- i i i- i.l. . I i_.1 i .�-1 i. i. ;.i. i i. i_ � ' '' r-tr+-� -, � - I i i: i i_i._ i. i._i._ i : i._i.� i i. -- i.._.i. i_... 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 BRID�E HYDRAULIC DATA DESIGN DISCNARGE = 650 CFS DESIGN FREOUENCY = 25 YRS DESfGN HW ELEVATION = l.6 FT BASE DISCHARGE = 1255 CFS BASE FREOUENCY = l00 YRS BASE NW ELEVATION = l9 FT OVERTOPPING DISCHAR6E _ �I400(+! CFS OVERTOPPING FREOUENCY= �500(+) YRS OVERTOPPING ELEVATION = 5.7 FT DATE OF SURVEY = 8-24-17 W.S. ELEVATION AT DATE OF SURVEY = 0.0 FT 23+00 24+00 25+00 �� TENIPOR�4�2 Y I��TO UR ( DET-) DETAIL SHEET �q0 8� CEi�1TlIRYL1P�!K TO PLOW 50 PAIR COPPER CABLC- �� INSIDE EXISTING R/W AND BORE CREEK AT A �7 �'�STIVIMUM OF '10' BELOW CREEK BOTTOM. ����o _ � -_ q�a�� I3EC;I.�' -DET- POC STA 10 + 56.51 = -L- ST.4 1�1 + 96.51, 9.55'RT MAINTAIN i oTO BOAT R 2 AT ALL TIME '�IOR1H f,AItOLI!�!4 TRi COUNTY BROADBAND TO SWiMG APPROX 500� OF BF048 FIBER OPTLC CABLE FROM WEST SIDE OF ROAD TO EAST SIDF OF ROAD AND BORE UNDEP CREEK AT A I CL4S5 '8' RIP-RAP I EST. 1 TONS -/ � E5T.5 SYGF `� � 1- � � . , 1 y �1 , � „ � i � � � �,� � I 1 i � s I ` � 'm f �, . --1 � � I � ts rscP �N � � � � ._� fkMA CiL=�PJO � � � � �,Y 1 N � i 1 ' '� . � __ ri4A0.;�� ��� F TB2G� _ ec�E ���� � r � .. -�. -- � � , � --��,;-� -� - P�� � -. -s � �i � � � �5 � ', R���'t�t y i /, � �� - , -E- � TEMP. FILL IN CAMA WETLAND = 0.04 Ac /1807 SF � TEMP. FILL IN WETLAND = <0.01 Ac /3 SF TEMPORARY IMPACTS IN SURFACE WATER = 0.01 Ac /531 SF I�/ I � L% SCALE 1" = 40' 20 fI7 0 �IO�ES: EXIST. LOW CHORD ELEV. =2.68' PROPOSED LOW CHORD ELEV.=1.59' EXISTWG CITY OF WASHINGTON OH POWER LINE IS TO BE RETAINED ;�$ =_ AT CURRENT LOCATION WITH NO ADJUSTMENTS. �; BM�1 RR SPIKE SET IN 24" PINE WETLAN D & STREAM IMPACTS �o ��� . ..,PAIv'r '. � -� ;_�il �,) .. ' �. Y I, 1 � 1 �. , . �. - 1 � I } \ -_.�,. I � �' x � � 1 i 1 i _ ' _ _ � i�' # 1 '' � 1 i 1 1 � L � � 11 � 1 � � � �.,i� � � � i � a. � � � ��, 1�3� _ i ._ i 1 1 C�INTBHNTB NORTH CAROLINA, P C PROJECTREFERENCENO SHEETNO. aas e. six Forks aoaa, suite zoo UBP.2.R.85 2B-1 Raleigh, North Carolina 27609 NC LiCense No: C-1554 fLW SHEETNO. ROADwAY DESIGN HYDRAUlICS ENGINEER ENGINEER ����nrr�q uCAR� :,2���FESSIpo!/'�'q'2 F2��.`FESS/p`',�9�4,. . O N • :•o H• ' a� SEAL 9� � '`� SEAL 9� �. ' 36786 : : i 15764 ? :OG'F�, �?•"�,: �•'•FN �F;O,:` GINE ti ` 4 � ,G�NE; "'`�-;;M;W:;�'� "'`-;;;,,g:°''�' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 4 OF 14 `�� �`� � ', ^'= � � _ ,' END DET- POC STA IS + 02.62 = 1 � �e =�� -L- 19+30.58,10.21'RT 1 i � �z ��. � E � DENOTES TEMPORARY �T _� V, i -r .� , IMPACTS IN SURFACE WATER `.^ ��, � � . � DENOI'ES TEMPORAR'i' Y--�— - � - - . � i,� I—� � — a�r�qu FILI IIJ WETLqNG , E:—���� w F � � -- cv ' . _. • —__ _ j �. �„ ��� � �� � � � CAMA WETLANDS . F � . _ _. - � , . - - - ,� �� .�..� :.r .. �---„�. . � _ � %�� � 404 WETLANDS va '�i u� i L E � - i 1._ � ' .� � i. i -� �� � � BORc Pif ( � u 1 t i � �; � i ��, i � � � i y i ' 1 � f W4 �� TEMP. FILL IN WETLANDS = 0.05 Ac /2091 SF �E J TEMP. FILL IN CAMA WETLAND = <0.01 Ac /85 SF \ � p�.: i SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT r.irc � 5 y � V r- r. - T�:- r - T� � r T� � r� � r� r r � � --rr - Tr � r� — � `Tr r 'Tr� r� r�--�--rr —' �—�- � MATERIAL TO 8E REMOVED - -�� _� _ _ _ _ `��t� - - - - - - �- �t�. L� - t� �L �t� �L� -�� L���� �r -L- $TA 75+17.92, 46.99� LT . � � - ----rr�' - r� -.- r� �;�r �r� �r� �. r� r��--rr � i�-- " �� -_�� -�� � DET �� -- -_- � --_-� -=- � =_-�= ELEV. = 3J3' � � � ��, BEGIN GRADE �ND GRADE - -0ET- STA 10+56.51 -DET- STA 15+02.62 � Tm, -r= ELEV. = 5.55 �JS- I..,�i_I ..�,� �__. ELEV. - 620 � - � ! :_: : : . . : : j . . - — ' -- ! ._ .. . . __ _ _ :.:;,. .. _. L�. _. -i -Li ._��--:__. L . :�1 . . . . . . � - �. .-. �. T� _ T = T� '_�-r- '� T„ - EL = 14.425.00 - PI = 14 i-10.00 �_ _ ' = - - ' - - VC = 100' - WS EL.- 0.0' EL = 3.42' '' ' - SURVEY 8-24-V VC = 90' : '-L� � :- L - Li .-��- .� � :�i -- �. K = 76 . _ . -: V= 44 MPH = K= 27 -r� - - -T- `- -T `--T -- r --_ V = 25 MPH _k�=_ ; ; � : ---_ � -�' ' (-)7.6685 % -)0.3459 % 1+�3.00 --�--�_ `-�-�_`" � i = i -�-� i : : .. � � .e, ,� . - ' ---� � r _ r cv �--� � - - - - .. i _ I i , l . . - - " -. -_ _ , _ _, - ---- - --. � ,.. �__� � .. , . , ._ - - i� .. i ,. � �-�!--�-�- •---'- �-� � �:_ �_�u i_-- �-: �� --j ' . i-. ' 1-'-'-'_.. ,i - -�-i i = i _ � ' _ : { , i= 7 r i = _ i . + .. i--i- - . ; 1. o � -- ;_ �_: . _ , ;. , �_ �1_�. ,--'--�1 �_,_�__�.. _�_ � � 10' MIN. � w : _: �- ; , - `��-�w.._�._ " BORE PIT N _.__.. w - i-ri -7 -+`r-r-i t SIZE DETERMINED l9 •-i {� I i- -• i i BY CONTRACTOR � a ��-�--�-�- I� . . . .- '-�'- � i:: . . .. °� � � ~ . +, _i i !_ li. i i_ il i i_i_ l i i_i__i i. c° i � '.�� }� ��u� i i ?� 1 -- -I - - - -� �-,- - � --� wo w! �� . '-� � I- -i--I �i_ � �1--1 �-i i i--i-�� : __ �' _ � � m i 1=i y.l . i_ �.li � i_i µi i. i_ _I�I-!-�--i i i i �-i.� i� I!_i1j�} i i� i�.�_}.i.�i i� i.�::j.i.�i i_ _..�. r-' -r`t-`-f-`-1-t r`--F-`i r-1-1 1-r ' f: i t-t- r.. . .. -_ — — — _ _— _ _-�- ���. �_ � �--i- -�i i � � �; _� � - � .'L j , - . I_I_ _I1 l 1_L_I l I, L_L L I I_I l.. L L_I . LI I i. .. L 1 I. L..i� I I I � i1� — ' I_ I ._.I I I 1A_. ._.. �, :, ,: -. � .. �� ," . � _ I . � . .: . .:. -i . . � - ; : : 1 -1-�-h-F-1 ' '' ' ����.!.- _ � i .. I-�LI--11 LI :-I-._I I _I . I-'._I. I I . IJ-I. I _I IJ-I. .l �I . I -I. ..� .I.�I . I ._I. _I I . I_ I ..l.�ll . I ..l.�l.l . I I .a l L.I-. I_.: : 10+00 11 +00 12 +00 13+00 �- DIRECTIONAL BORE 8" WL 14+00 — - :� - - _ _- . - iL:-:�L ' -�iC :_:�LC:: ---L�. _-_-LL:-�L ' -- �-�T -;�� �r� _�r _ t�-�� - � � �: �L ' -�� :_:�L�:: ---L�. _--�L�:-i�L - �u��� ' - -- � - --� -- � -- —, r--- r� — r— __, _. �k� � ' cv - �. �.- ����-- -i.�.. . . _=t� :- - F`:� : � I �-� BORE PIT -i L�-._- .i__' ". SIZE DETERMINED � � BY CONTRACTOR - � � �' i- i . - � I-; , � . ;.,. � � ; : �-, � L �— -�. � ---L�- . �r-r-?= tr--r-`7_t i- �, I- - t I- tI- I- __�r- �. : i�i _ii i- �i i i � � i' .l i : �i � : i . � ,. i _ _�i-. . � � � ��� � �- _, � �. � w_ w_� L � _� � � � _ _L� � . � - : + �� f .f � L _. I I I I �� '� � I � 1- � .��L. � ��- i�� "_ �' �� 1-I- i�-� l � 1 �_� .:.,. � lii; l LJJ - � L L . 1 LI J —_ _LL- . i ��H"i- rY`i-f i- I- .._-t ��. - _ �`� -. -�r�_ . � L-1-1_ �. I-j_ L�: 1=1 � L ._ � L_ �. �1_ L _ L,. '. 1 �_� �_�. 1 1 f I-11 -� �_ 1_ �.�-i �. �.;,. �_� . �._ �-, � , ' � F-tr+-� � : t-, -: i . �- ..- I � i:ii_i._ i.i._i._� :i._i.�{ i. -� i. ._.�. i_.:- i� 15+00 16+00 BRID�E HYDRAULIC DATA DESIGN DISCNARGE = 470 CFS DESIGN FREOUENCY = l0 YRS DESfGN HW ELEVATION = l5 FT BASE DISCHARGE = 1255 CFS BASE FREOUENCY = l00 YRS BASE NW ELEVATION = l.7 FT OVERTOPPING DISCHAR6E _ �I000f+1 CFS OVERTOPPING FREOUENCY= �100(+) YRS OVERTOPPING ELEVATION = 3.7 FT DATE OF SURVEY = 8-24-17 W.S. ELEVATION AT DATE OF SURVEY = �•� FT � -2 0 � � TENIPOR�4RY I��TOUR ( DE�' ) DETAIL SHEET �q0 8� CEi�1TURYLIF!K TO PLOW 50 PAIR COPPER CABLC- �� INSIDE EXISTING R/W AND BORE CREEK AT A �7 �'�STIVIMUM OF '10' BELOW CREEK BOTTOM. �� ° � �s,�,� � I3EGI.�' -DET- POC STA 10+56.SI = -L- .ST.4 1�+96.51, 9.55'RT MAINTAIN �TO BOAT 2 AT ALL TI� ��.��i1H f,AItOLI!�!4 TRi COUNTY BROADBAND TO SWiMG APPROX 500� OF BF048 FIBER OPTLC CABLE FROM WEST SIDE OF ROAD TO EAST SIDF OF ROAD AND BORE UNDEP CREEK AT A I CL4SS '8' RIP-RAP I EST. 1 TONS --/ � E5T.5 SYGF �/ i i L � � �i , ._ , � � � � . �.. � �l � ., _ � � � ' . i � i - �� � , � � �� I � ts rtcP-�N � . i � � � i� fGMA CiL=�PJ� � , \ � /'.v� 1 N � :f. �l � - - �ran_ � F TB2G� �'OR[ P�i� �� � / \ -� _ �-; �3f ,- - (C�\ -, +S - F � �, A �-., � �� �- _ - -E- / TEMP. FILL IN CAMA WETLAND = 0.04 Ac /1807 SF �����' TEMP. FILL IN WETLAND = <0.01 Ac /3 SF TEMPORARY IMPACTS IN SURFACE WATER = 0.01 Ac /531 SF , v� � SCALE 1" = 40' 20 fI7 0 / �--- ----- - �. �IO�ES: EXIST. LOW CHORD ELEV. =2.68' PROPOSED LOW CHORD ELEV.=1.59' EXISTWG CITY OF WASHINGTON OH POWER LINE IS TO BE RETAINED ;�$ =_ AT CURRENT LOCATION WITH NO ADJUSTMENTS. �; BM�1 RR SPIKE SET IN 24" PINE WETLAN D & STREAM IMPACTS �o ! ��� � �� �,. ��u�„' �N�' �. �,;:��� �� ��' �� 1 i I\��I 1 � 1 1�� }� i .. 1 .� ��� � i 1 i . � � � 1 � � 1 � � .� 1 '"� = i. 1 � � � � s � � ` � � : ---'- � � ,. � � � i�: 1�3 _ � . 1 1 1 C�INTBHNTB NORTH CAROLINA, P C PROJECTREFERENCENO SHEETNO. aas e. six Forks aoaa, suite zoo UBP.2.R.85 2B-1 Raleigh, North Carolina 27609 NC LiCense No: C-1554 fLW SHEETNO. ROADwAY DESIGN HYDRAUlICS ENGINEER ENGINEER ����nrr�q uCAR� :,2���FESSIpo!/'�'q'2 F2��.`FESS/p`',�9�4,. . O N • :•o H• ' a� SEAL 9� � '`� SEAL 9� �. ' 36786 : : i 15764 ? :OG'F�, �?•"�,: �•'•FN �F;O,:` GINE ti ` 4 � ,G�NE; "'`�-;;M;W:;�'' "`'-;;;,,g:°''�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 5 OF 14 � �- � �`� - � ' - �'> - , � ,' END DET- POC STA IS + 02.62 = 1 � w� � e �=�E -L- 19+30.58,10.2I'RT ` � a � DENOTES TEMPORARV ��-�� - � IMPACTS IN SURFACE WATER � \ V � � � � DENOI'ES TEMPORAR'i M. _: — . . _ - - . , � - i�� I —� � _ oii�n _ FILI IIJ WETLqNG P � — , �:,_ ��� w F �� - �� _ • � "��� _ �� � �� CAMA WETLANDS '---- . j � , � . - - �- F E ,�_ \ 4 isti � ij � r E� -- "_ 1_��: � � i , ,.� � - t 1. � . BORc P�i � ,� / I /, 1 1 1 t i y i ' � � � W4 TEMP. FILL IN WETLANDS = 0.05 Ac /2091 SF � TEMP. FILL IN CAMA WETLAND = <0.01 Ac /85 SF \ � ��.: � 404 WETLANDS SKETCH OF QRIDGE IN RELATIONSHIP TO PAVEMENT r.irc � �� ti V r - r. - T�:- r - r� . � r r� � r� � r� �-r �-r � - � --rr - Tr � r� -- � `Tr r 'Tr� r� r�--�--rr —' �—�- � MATERIAL TO 8E REMOVED - -�� _� _ _ _ _ `��t� - - - - - - �- �t�. L� - t� �L �t� �L� -�� L���� �r -L- $TA 75+17.92, 46.99� LT . � � - ----rr�' - r� -.- r� �;�r �r� �r� �. r� r��--rr � i�-- " �� -_�� -�� � DET �� -- -_- � --_-� -=- � =_-�= ELEV. = 3J3' � � � ��, BEGIN GRADE �ND GRADE - -0ET- STA 10+56.51 -DET- STA 15+02.62 � Tm, -r= ELEV. = 5.55 �JS- I..,�i_I ..�,� �__. ELEV. - 620 � - � ! :_: : : . . : : j . . - — ' -- ! ._ .. . . __ _ _ :.:;,. .. _. L�. _. -i -Li ._��--:__. L . :�1 . . . . . . � - �. .-. �. T� _ T = T� '_�-r- '� T„ - EL = 14.425.00 - PI = 14 i-10.00 �_ _ ' = - - ' - - VC = 100' - WS EL.- 0.0' EL = 3.42' '' ' - SURVEY 8-24-V VC = 90' : '-L� � :- L - Li .-��- .� � :�i -- �. K = 76 . _ . -: V= 44 MPH = K= 27 -r� - - -T- `- -T `--T -- r --_ V = 25 MPH _k�=_ ; ; � : ---_ � -�' ' (-)7.6685 % -)0.3459 % 1+�3.00 --�--�_ `-�-�_`" � i = i -�-� i : : .. � � .e, ,� . - ' ---� � r _ r cv �--� � - - - - .. i _ I i , l . . - - " -. -_ _ , _ _, - ---- - --. � ,.. �__� � .. , . , ._ - - i� .. i ,. � �-�!--�-�- •---'- �-� � �:_ �_�u i_-- �—: �� --j ' . i-. ' 1-'-'-'_.. ,i - -�-i i = i _ � ' _ : { , i= 7 r i = _ i . + .. i--i- - . ; 1. o � -- ;_ �_: . _ , ;. , �_ �1_�. ,--'--�1 �_,_�__�.. _�_ � � 10' MIN. � w : _: �- ; , - `��-�w.._�._ " BORE PIT N _.__.. w - i-ri -7 -+`r-r-i t SIZE DETERMINED l9 •-i {� I i- -• i i BY CONTRACTOR � a ��-�--�-�- I� . . . .- '-�'- � i:: . . .. °� � � ~ . +, _i i !_ li. i i_ il i i_i_ l i i_i__i i. c° i � '.�� }� ��u� i i ?� 1 -- -I - - - -� �-,- - � --� wo w! �� . '-� � I- -i--I �i_ � �1--1 �-i i i--i-�� : __ �' _ � � m i 1=i y.l . i_ �.li � i_i µi i. i_ _I�I-!-�--i i i i �-i.� i� I!_i1j�} i i� i�.�_}.i.�i i� i.�::j.i.�i i_ _..�. r-' -r`t-`-f-`-1-t r`--F-`i r-1-1 1-r ' f: i t-t- r.. . .. -_ — — — _ _— _ _-�- ���. �_ � �--i- -�i i � � �; _� � - � .'L j , - . I_I_ _I1 l 1_L_I l I, L_L L I I_I l.. L L_I . LI I i. .. L 1 I. L..i� I I I � i1� — ' I_ I ._.I I I 1A_. ._.. �, :, ,: -. � .. �� ," . � _ I . � . .: . .:. -i . . � - ; : : 1 -1-�-h-F-1 ' '' ' ����.!.- _ � i .. I-�LI--11 LI :-I-._I I _I . I-'._I. I I . IJ-I. I _I IJ-I. .l �I . I -I. ..� .I.�I . I ._I. _I I . I_ I ..l.�ll . I ..l.�l.l . I I .a l L.I-. I_.: : 10+00 11 +00 12 +00 13+00 �- DIRECTIONAL BORE 8" WL 14+00 — - :� - - _ _- . - iL:-:�L ' -�iC :_:�LC:: ---L�. _-_-LL:-�L ' -- �-�T -;�� �r� _�r _ t�-�� - � � �: �L ' -�� :_:�L�:: ---L�. _--�L�:-i�L - �u��� ' - -- � - --� -- � -- -, r--- r� - r- __, _. �k� � ' cv - �. �.- ����-- -i.�.. . . _=t� :- - F`:� : � I �-� BORE PIT -i L�-._- .i__' ". SIZE DETERMINED � � BY CONTRACTOR - � � �' i- i . - � I-; , � . ;.,. � � ; : �-, � L �— -�. � ---L�- . �r-r-?= tr--r-`7_t i- �, I- - t I- tI- I- __�r- �. : i�i _ii i- �i i i � � i' .l i : �i � : i . � ,. i _ _�i-. . � � � ��� � �- _, � �. � w_ w_� L � _� � � � _ _L� � . � - : + �� f .f � L _. I I I I �� '� � I � 1- � .��L. � ��- i�� "_ �' �� 1-I- i�-� l � 1 �_� .:.,. � lii; l LJJ - � L L . 1 LI J —_ _LL- . i ��H"i- rY`i-f i- I- .._-t ��. - _ �`� -. -�r�_ . � L-1-1_ �. I-j_ L�: 1=1 � L ._ � L_ �. �1_ L _ L,. '. 1 �_� �_�. 1 1 f I-11 -� �_ 1_ �.�-i �. �.;,. �_� . �._ �—, � , ' � F-tr+-� � : t-, -: i . �- ..- I � i:ii_i._ i.i._i._� :i._i.�{ i. -� i. ._.�. i_.:- i� 15+00 16+00 BRID�E HYDRAULIC DATA DESIGN DISCNARGE = 470 CFS DESIGN FREOUENCY = l0 YRS DESfGN HW ELEVATION = l5 FT BASE DISCHARGE = 1255 CFS BASE FREOUENCY = l00 YRS BASE NW ELEVATION = l.7 FT OVERTOPPING DISCHAR6E _ �I000f+1 CFS OVERTOPPING FREOUENCY= �100(+) YRS OVERTOPPING ELEVATION = 3.7 FT DATE OF SURVEY = 8-24-17 W.S. ELEVATION AT DATE OF SURVEY = �•� FT � -2 0 `� \ 62 � ZONE 1 BUFFER IMPACTS = 595 5F ZONE 2 BUFFER IMPACTS = 271 SF �q0 8� CEi'ITUNYLIF!Y. i0 PLOW 5G PATR CUPPEN CABLC- +\��J �I�1�IVLfviLME0Fs1(;'� B[L W CqD BO BO TOM K AT F. � �rno � COMPi�N`l IISC. � CL4S5 '8' RIP-RAP I EST. 1 TONS -/ � E5T.5 SYGF `/ � i. � �� � � � � � �\1 � i ,. �� Y 1 /„ � � 1 1 � / �� i .� _nq � I / � . 1 u� I � fsrscP-iNy � . - F� � "� I I� �_ . � -� ��' �—__� �� � �� _ i �N � --- - _ -- � F. � � � �.:�� o�, ra BEGI.�' PROjECT liBi'.2.R.85 / -L- STA 13 + 85.00 O '�I�R1�H f,AItOLIn!4 TRi COUNTY BROADBAND TO SWiMG APPROX 500� OF BF048 FIBER OPTLC CABLE FROM WEST SIDE OF ROAD TO EAST SIDF OF ROAD AND BORE UNDEP CREEK AT A � \`` � � � r�- � ��� \ �... } �'_ � �5-� �_ � �S \ �� Y ', � � s E -- E TRAN P RTATION FA ILITY LINE J 5 O C � \ � ZONE 1 BUFFER IMPACTS = 1043 SF ZONE 2 BUFFER IMPACTS = 160 SF �OR -DET- ALIGNMENT AND PROFILE, SEE SI-I�ET 2�-1 NOTES: EXIST. LOW CHORD ELEV. =2.68' PROPOSED LOW CHORD ELEV,=3.00' EXISTING CITY OF WASHINGTON OH POWER LINE IS TO BE RETAINED AT CURRENT LOCATION WITH NO ADJUSTMENTS. . bl`A' - _ � _. �- RR 5� I � tiFT I'�! 1<I" PWE � -� t-L- S�F 1�+� ii 9�, aci.99' LT - j„T � T --?- ELEV, - 3J3' 6EGIN GRADE _ __ _ BUFFER IMPACTS � O f�. ��nn, u �I , - � 1 � � � � � 1 -�. � : '. y , � �-I � � � - , .. , _, i 1 - 4.' y i i � Y 1 Y . � 1 ` 1i } . 1 1_. '1 }- � � ��-� � � 1 1 — _ _�_ � . il f i � � � � a. � � � �l � 1 . 1 1 i 1: �i • 1 y ry/i /rz .�, " � `��./ E � —�'nb �, � � : � r s ,z .�,�� ,�F� �%---_ � � ry i- � � E � i: \ l i i 1 � � J�/ ,n �� r E/ � E r $i 1' i � j � Q , i i � r � � ` 1 i. i , �� i� � l, i 1� 1 i y � 1 � i \ � �: C�INTBHNTB NORTH CAROLINA, P C PROJECTREFERENCENO SHEETNO. aas e. six Forks aoaa, s�ite zoo UBP.2.R.85 4 Raleigh, North Carolina 27609 NC LiCense No: C-1554 fLW SHEETNO. ROADwAY DESIGN HYDRAUlICS ENGINEER ENGINEER B1 ZONE 1 BUFFER IMPACTS = 564 SF ZONE 2 BUFFER IMPACTS = 325 SF + DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 6 OF 14 � ALLOWABLE IMPACTS ZONE 1 ��� ALLOWABLE IMPACTS ZONE 2 � S ��4-3'07��� ,:,::; � �� 1_ '� CAMA WETLANDS • .B' E � �� i` 4�Od WETLANDS SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT \ O � ocs a�ar�-: 64 ZONE 1 BUFFER IMPACTS = 202 SF ZONE 2 BUFFER IMPACTS = 155 SF -� �Tr_ �� _ - r .- r -� r�--- r .- r� . . .� r� � r� � r� � -r�rT . �: . �� � I' '--i-� --� T�—rr = Tr —T—' � 'TF -�r �Tr� r� r�—�—Tr �—�- ,�� MATERIAL TO 8E REMOVED . _ -�. . .�'—'-- _ , � - --- - _ --- ---- --- -- -- — _ � � � ; �L -- � � -�L -�t� �L� =�� i���� �r - it� � � � � � T - Tr =- � � i r =Tr� Tr� � r� � r��Tr , rt _ . _ �� I -.-. ._�� � -�� _ �- - — - -- END GRADE --- ----- - - — - - - -- ---- ---- - _. _ -L- STA 13 + 85.00 �,_. _ . . ,_ _.__, . . ,, . -- ,_- � ,_ ,__ _L- STA 20+50.00 ,__ ��. .__- ��. . _- ��. . _ �, . . ,--� ------ -- --- - ---- - ---- -- --- --- - --- -- ELEV. = 7J0' ? � - - - ELEV. = 9.30 �-'-- - -- � �t: � " _ ._ � : . _ i _.. . . . . r 'TT� : , . r—�:— T �—r —� . � ITl , . 17 . •1 1 '_..__ _. __ n .� n_. ,=5._ . .. T�--�.1 _.. . ��� ':-_-. `--_�—._.� ___: ..�—'-. � '—� _-.- '.-�—_ i�' -- : - _ . . i . . . . .- - - - -- - -- - - - -LL � �- L ,- Li . . i - - - - '- - -- -- '- - -- - �=1-_ � i i: � �L� ' L� _ i� -iL 7 __ �7 i7 �.�7 i7_: ZO - PI = 15-i-40.00 j WS EL.= 0.0' PI = 18+85.00 _ r Trr _ - � _ - ._ EL - 4.80' SURVEY 8-24-17 _ ',- - 'r--= - � �-- . - i. -_ _ r� r r� � �� � i VC 6180' I r� -r� _. � - - - - _ ._ VC - 260' i K = 115 - - - - � - _ __ � . '-L� - L Li K = 115 � �1 i � .�L� __�.i_ , . . 1 f . . 1 � . - V- 55 MPH ��-� STREAM V= 55 MPH !�,�_� _ - �} - k � 10 - - -_ - -- - _ LIMITS 9394i _. 'I _ - - - I - -,- _ ` � -, _ , � �. - — � (-Ji.s�io� l=1 - �. _ _ � � i I: �_"'-_, (,,)0.3768% �i� L� ❑� -10 i :: �::: .: � _:: - _. _. �- c,v :_, _� --���-�. GV . _.. .� _,. _._ _ . _ . I . . . '. _ . . .. .... .6. �. �. ,.a . . . "_ . _ � ''— _ �: . kl--1 � 1-: .: i.. . -_ I �_� -_ ,..�__�� � ------ , � � � �_1�:_ : . . _ . . J - ;W , BORE PIT _� L�._- .i__: .1 �- ' ' ' �'� SIZE DETERMINED � - � _ -•-� � - � - � I _- � 7 r i =•_ .:i.: � o, BY CONTRACTOR _ i ' _ �: - - _i_ i . , � � , -- � �� ,_ i_: , ..,. .i i__i1_i.. .i--'--il i_,_i__i.. _i . w "; in MiN ;.,. i _i ,.. w� �� �u� �-" BORE PIT �� _� i L ri-i -7 �+`t-r-7 t SIZE DETERMINED � I , F- i F- _�r i I� I i- i i.: BY CONTRACTOR m � i I I i _ - — _,_ �":: � � � �- �--�-� 1 Z i N CENTURYLINK TO BORE I':i I �. � � �L _� � �_ ��. � �_ �1 � �_�_ � �, �__� �_ _ � -:�� � ; +;--� � : 1-�� � _ - � CREEK @ 10 MINIMUM i -'+�: -'+'--� - i�_ � ---. , L _ � --� 1- � �I- � �-1 �—� - � � o] I . . . . � . . . . . I .. I � ��. 1- � . � �L . . �_ �... TRI COUNTY BROADBAND i i � 1 _i li i_� li ; _;__l i , __i i-. TO BORE CREEK @ 10' MINIMUM � . _i ' -' � ' ' . -_Lii, ��_ �� � _ � __, �� � L�_ - �r-;_ 7-+--f-`i-i i_ : . . i . i : : i . . . � L— — i . . _ :_ � ��__ _ F`� -_ -�r`_ . � . . _ — _ . . �_ _ _� .--._ ��—. : I - . - . L-i-I -� �- '- -� �--i� �� `� � 'i- � `i- I DIRECTIONAL � u-i_ �i- L �=I' �- .-- �- i- I- -- �, -- i.i_. i_ i i i i_i. i i t i_ i i i_ 1_ i i i. i. ; i. i i. i._ i-, i__i i 1 i i i_ i.. i_i_ _il i i i__i i. 1 i i i i i l .�� , :� ���� L _i i i._.i i i , BORE 8" WL � �. i �. - � -' -� - - i ... .i_�i . i_ . i� i. .i_ i_ i� .. i �i_ _ia �i :_i_:_i j _i . i�_ta ��i . i� ta � i � i_ t�: f �i . � ia::� i . >} - i . i . ia.j � .f � _f.�.i i i .+�j �.i_: i_ : ' � I � I : i ._i.� { - � . _ {. `- , _ - . ,. .�. . .;_ f� �_ - i.i_i.._i .i i.i:_i._ i.i._i._ i._ i. i_..- i�. 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 20 10 0 -10 -2 0 �- � ;` TENIPOR�4�2 Y I��TO UR ( DET—) DETAIL SHEET �q0 8� CEi�1TlIRYL1P�!K TO PLOW 50 PAIR COPPER CABLC- �� INSIDE EXISTING R/W AND BORE CREEK AT A �7 �'�STIVIMUM OF '10' BELOW CREEK BOTTOM. 1 BUFFER IMPACTS C�INTBHNTB NORTH CAROLINA, P C PROJECTREFERENCENO SHEETNO. aas e. six Forks aoaa, suite zoo 17BP.2.R.85 2�-1 Raleigh, North Carolina 27609 NC License No: C-1554 RNJ SHEETNO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ����nrr�q uCAR� :,2���FESSIpo!/'�'q'2 F2��.`FESS/p`',�9�4,. . O N • :•o H• ' a� SEAL 9� � '`� SEAL 9� �. ' 36786 : : i 15764 ? :OG'F�, �?•"�,: �•'•FN �F;O,:` GINE ti � 4 � G�NE; t COMPi�N`! IISC. �� i O ,,��`�� M� WN`�,, ,,' ��uu � o`�,,,, I i n�� .... . °AM1"r . � :-�u � �.) �� � , �� DOGUMENT NOT CONSIDERED FINAL .: 1 � } 1 ,. ' UNLESS ALL SIGNATURES COMPLETED >� I �.� �� I . , . �. - ., �� � L , � � �-� Y � � � - 1 i ` , . . PERMIT DRAWING � ����o �� � � �„ � ���� _', � Y, � i i� _ �- � Y 1 1 � Y S H E ET 7 O F 14 L _ � r �� � �� 1 � � �i' � � �i � � � ��---- } � � � � - � � � i L �� :� ' � :. ^1 �- � I � y�al y i ' '- 1 . i ALLOWABLE IMPACTS ZONE 1 � I: . . naca � � ,. " / 1 � �: � � . � ��9 . 1 � . � ;� ; �� fSM,. WELLZNG � - 1 1 °�� � � �. / /hL � ALLOWABLE IMPACTS ZONE 2 END -DE1= POC 5I:4 1� + 02.62 = ��� _ - � � � '' , ,�� � �E ' E `� e � `�i=�=-E' � � -L- 19+30.58,10.21'RT � - � " -- � _r.t� _�ran z ��;� r�� � � o . �r- � - �_ �� �� ��,-_ � � _� � � - - �,. �°a`��w�P BEGI.�' -DET- POC STA 10 + 56.51 = '^ � - - - � � ;, ' �: E:- -L- ST.4 1�1 + 96.51, 9.n�ai RA N ac ss/ / C� -�= ` � w� .�F�-�, =- �' / G _ �_ � '- " � F ���`"��� � 1 �i CAMA WERANDS � 1 1 i ` �„ :- \ -.k -r . � ,- � _7 L�� J;y . r � . ' . TO BOAT RA P "- o �`' � < X � r - � / � ` 404 WETLANDS 2 AT ALL TIME \ �•�iu�„ - E ,, � y , r E i,� � i 1 I l � ���' - t � BORc Pif �'-10RTH fAfiOLI!,14 . I (, �V/� 1 1 � 1 1� SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT TRi COUNTY BROADBAND TO SWiMG APPROX 500� OF TRANSPORTATION FACILITY LINE ' BF048 FIBER OPTLC CABLE FROM WEST SIDE OF ROAD � � l � � - "'Tc ' TO EAST SIDF OF ROAD AND BORE UNDEP CREEK AT A � � � MiFIiMUM 0� �0' � �" � � \ � � � OZONE 1 BUFFER IMPACTS = 3340 SF �\ ZONE 2 BUFFER IMPACTS = 240 SF o��, �,a�,:; � ZONE 1 BUFFER IMPACTS = 1178 SF y FOR -L- ALIGNMENT ANU PROFILE, SEE Sf-iEET 4 ZONE 2 BUFFER IMP,4CTS = 778 SF ,� 'S V NOTES: EXIST. LOW CHORD ELEV. =2.68' PROPOSED LOW CHORD ELEV,=1.59' ___ __ _ _ _ _ - — -- -- _ EXISTING CITY OF WASHINGTON OH POWER LINE IS TO BE RETAINED ,-��m ' ;;�-;� r�; " ��; "�� r�;�T ��; ;�;� F;;T;� r�; �� r�; ;' � r�; ;�;T r�; ;�; ;;�;� �r ,�� r ���- Mnrexini ro BE REMOVED AT CURRENT LOCATION WITH NO ADJUSTMENTS. � — — — �. :- _ � lih,,;. � � .. . j L, - LI_i � s�ii�_Ii�s ii ii71�L � ii=i'- L, �'1- �� I� 1-- �i Ii�l - �i ii7' - � i�' L� i7 - L� . . . � ! . . . . . . . . . LI � . . . _ . . . . . . . . . _ . _ - RR SP I ' SFT I'� '7q^ °INF . . . . . . . _ _ � ; . . . . . , . �, , ; . . �` � � r: � � �r- - � r� . : � �-r- . � - -�_ s�� �� �, v�: �e y�� �, D E T -� - �---- _ -� - - � -- _ � _ � - -- - — � -� - -� - -� - -_� _ _�- r�-� T TTl �TIT T� �TT T 1 �T TTl T rl � T r� �TT r� �T 1 �T � T t1 TIT� � TIT� �, T�� t1 T �-t1 T" �� j - ELEV. = 3J3' i ' — - -- — -- — — - ,� ��. .-., -�._.-.,, , ._.-., -�. i - — � �- + i _ :� � : . i_ " E �ND GRADE - - - ' � BEGIP! GRAD . .� , .�' . T �t--���fi : „� � _ _ -0ET- STA 10+56.57 , i ' , i -DET- STA 15+02.62 , . ..,, r� r� � � � - r�-�1T -�-iTT T �1T T�-� � ITr�� TIT�-�T� r� �-i �� _ i i�' . I �� 1" Tr�TTIT T� �Tl � �Tl � r� r� � i T r� �TT r� �T" � � �T" � T �T TIT� � TIT� �, TIT� �, T- �-tT T �, �ri- -3 - -- �- — �-r� -� ��—:= —:= �5 ELEV. - 5.55 �;-F ���. ,; F � �; F' ELEV. - 620 � -- — � — — - -- - — -- — -- -- - - . �. .� r �, ...,, � � �. ..,, ...,, �� � � � � � � � � , �.: ��. ��� �� �� �� ��� � � �� � � � � �� ���I __ ,— T*- .— T* _ — -- - -- -- -- - - - .!_. ��.Ll_IJ-11� ._. . IJ1 -1.L IJ1 1.L1_I �1 -�LL111 1LL1111 L.�1_I_I .. .. �. . ._ IJ-11 LI_IJ-1.1 �L 1_IJ-1� LLl �'1� LLl_I i 1� LLI_IJ1- LLI_IJ-1.'. . 1 IJ-1.� L� lJ�� LLLI_I � L�1_IJ� _L�1 lJ�� l�.1J�� L�I- lJ�.l . . . LJ��I . . _ 1: . . . . . _ �LL : I . l.. - PI = 11 -F 25.00 - ri-m� -��� r i�� n i �� m i� r�i rF� �i i � - T` PI = 74+10.00 - rriT n i�-i-� r i rri � rn '� n i � n i��- ' n m� i m- � r' - n- rm i r�i n r�i n r- i-n- r' ' n�j � - � - � - � --� ��-:_ vC 4,00, ' � _ - - - =�� � � - � - - - -- :_i _ - i :_i i� WS EL. OA' EL - 3.42' r - — r — r - - - �. _ �.i.i .... .... - -- - — -- -� u-w� -::�i iili -� u_i �CiLi7 LCiLi�i :�i_i-�� �. SURVEY 8-24-17 VC = 90' I I �I . ff ff L.` 1�: l� - l�'-'-'-' K= 76 � i;.. �i �- LLi "i� �i i' 1__ �i ii7i -- �i ii7'.-_ , ii7' i�' i7� iiii i L�i u iiii u�� L-i_i7� i�' i7�i . �i_i1i � �_i_i � V= 44 MPH i__ K= 27 i� 1 i i � L u+ Lw i Lw u+ Lw u+ L_�_��� Lu i � , --- -- ' __ -- T � - `--�T � �-- �� �--� � --� � � �- T r - �- -- ��� -` `- -�T- - `--�T- -' �- 1 � - i� r . . . . . . . . . V = 25 MPH - - i ri - . . . . r�tT r-� i �T r�-i�t - r� . . . . . . . . . . � . . . - - i � - . _ _. . _-- --- ---- ----- -- _ . . . . _ . .. . � �_ � _ _ � � �_ � � _, k _ _ � + , _ 1� �� 1�-�� _ _ �- . - -i� �,-i 1� 1-i� r -r 1-i� r1-1- � t f �� - t.e � - � � 1 i� �� -'1r ��� � � ■■ ■ ■ - - .�. -- � -_ - - ' ' �� .----�"' � C:�B �EB . . .,,,. ����aE�� �����'� �:�o � _ = ii; - - ,..�.. :.. �� �� � �����pp �� ■ ■ �H�� � � ���UV��� ��� m���� r�==�� . . , �mm��� �� � .... � :. • • � :� . ...... ....... .......p �: �m� �E� m=�� � �B�E��m�� � � � � '" .,v' m= m�� �� �������� �_��� .���� m E� �� � �. .�-, � �.�� ���?��������� nl � �� � �� �� � ������ �� �� i i��i �ii wii i■ ����i �u ���a� a .�. ._. .�....�..iiu� . ._v .�... � �� � _�..::�! ������� � �����.... � •' � ����������� � � .. . . .�....... .�. �.... �...........�. . . ..�...........�. ...� ..�... ..�....�. A... ......�.. ����ON �� �U���N � ODU� ■ �V�� ■ ���UU�� �U��NW ���U ��UU����VV����V ��VU ��VU��� PY ■ ■ \� Y P Y Y P Y� P YY YY ■ Y OY [C �N O� Nm �% 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 �: J 20 150 /0 0 20 /0 0 20 /0 0 20 �� 0 �I 17BP.2.R.85 X-1 �ao iso izo no �o0 90 so �o bo so ao so 20 �o o �0 2o so ao so bo �o ao 90 ioo no izo PERMIT DRAWING SHEET 8 OF 14 -DET- ,... �i i. I:: � I: �. � � i � � � � � I, I!:. i I. I_... i...,.� $TA 10 t 56.60 I i..lj_....�II i,.jl i - i i" i i i: i.i i i I.." !, �,. � I I I I : � � - - �- I � -- o _ _ _, i i i:. I I I � �ri .O7 b3: 7 7, � .:: I �: :: I � I I i j . � � — 0.040 � 0.040 — i, �� 3�'_ ------- 1$.� �� � �: I � �. � I�_ �:: I�.: �:: �:; �;: �:; ----t' � 5.28 5.37 1-- ---------- . X ----- ----------- `I i i i ii i i i i i ii i i i i �..i i... i_.. � w I w i i:: � � I I � 5+ OO.00 I � DE E�XCAVAT OOVAL ,. � 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� 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:;. �_. :. � �_. iiii i:. -...I ....� .. .....:... .: ..:... :. :.... :..:. . �..:,... .:,.... �.....� �.... ... �... .: i: . ....... ....... ....... ....... ....... ....... ....... ....... .... .. .. .:: . �: .. . .... .... .... . -...�i". i ...I. � i... . i. .i�_ i... �_.i...il �i�l�i�_. �.i�_.. .i�_...�. �_... � .i... �_. ... ��..i. : �_.::.���..... � ......... ........� � .....�I�.. ... � �......... ........� .......�I�.... .. .iii i .i..' .. � II�. ..�I �.....�II�. . - . .. ��. . . . .. �._ �. . .. i_ . :. . . .� .. �� . .. . -. . :. . .� . - . �. ._� .. . �. . . . : .. . : . : .. . : . . :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i, i . i. :i I ..... I . . . I . . : i,. :i :�: :i + ` . . 1� 1 _ ... . . . �... �... ...I_I II... . I.. �.... I . I ... �.. . � . . . i. .i. ii.. ..ii i.. ..iiii i iii.. . ..i.. ii i i i. �i— = -- � �-- � � {— ' � : - }=--� } --� =- � ' =- —• -- - --- --- --- -- --�_�_�_ _ _�_�_ _�_ _ _�_�_�_� �_U_L -,._�_�_�_ _ , _�_ �_ _ � � =-J�_� _� �� - . _ I , , . . .: : , : � : -- �— --- --- --- -- - -- - :...:�._.�.::.�...i. .i�_.i... �_.i...ir..i.�.i�.. - ..:.i.: �..� � I. . �..i-..: �.i .:. �.i .:.i: .i. ..�.:.i. ��..:.�.. .:.�...��.. .�...�..:. ..�.:.i. �i ...... ....... ....... ......i. .i...i--� iii �ii i� �iiii i�ii�i- iiii� � i�i� ii r:. i-i�li�i �iili . . :..- r_.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 . ....... ....... .... ... . . ..... .. ... ..... .... .. 1 . . 1 . 1 . � I.....I.... .. .. ... ... .... ... ..... ... .. I... ...... I ..... �.I .J..L. . ..�.� : �.. ....... ....... .... ....... . . ..... ....... ........I........ .. I . I . I���. . i I... ...... �..... �.�... ... ..� �.. � �.......�.� III�. ,.,. . ., ., I..�. II� . . , . I . . . . j .. .. . . i. . . . . .... .. . :.��.:.I.I._I...�i. .i�...i.;. �_.i.i.i�..i.i.i�_....;.I�...i. .I�...i.;. �...i.i.i�..i.l i _....,.i�_.i. . �... .. . . . ...� ....... .... . I i. .. i. �. ii..l �. ..I . —;— ; -=- -- - - - ' :- :_ -- - - - - - - - - -- -: � _ _ . - . - - - - - - - - I , �_ r...._:�..r :r. r... � _.: r.:_:_: r.._: r _ r ----r----r -{ -- - -- - -- - --- -{-'- --- -- ---- -- _ _ ; ; __ -,r�: �n� - i �� �r _ .. �i _ - „ — �—__�—.i i_ �.i �� � � ��- � �— -=- � � �_ . _ - - -J- - -- -- - �- - L _iiii - �- -'ii _ 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 i i i_. _.. i_i i_ t-� t - i � � L-_ - � -� � � - - �- �- # � - � � � �- - -1_� = u _ � - �_� �� — �� �� �_ �_� �__� , -_ , ,,, �� , �,,, ���� ���� , � „ � ,�� _ 1_'- ��1- 1' � � L��� �� �, . � � . i _� �_�� L . : . . . . : . . � . . ' ' � LL� i �f � u � _ T T'- T— -r r r'� r� T r- � -r -r� , - T- T- T— r- r r- r r r r-- r r- r =r T =r ,n -,nr -��r --��r - I r�r ��r nr � — �I _� I I I �n �- � - -� - - - - i i i__ i=��i_ - i i-= i t-� i �� L i L _i ----��\ � 3_� 0.037 0.037 � 7 y�� ��-�_ —_----- � _i u � ' u � __u � -. I �0 3� I __ _� ���� ��� ���_ i i_ 1— 1 � � L— u u L �� L i-� L�_�� `�� ��/ I _—_��� � -� i1 � : �1 � u � T T � T— -r r r- r� r� r'- � - r =r r-r-r� x�--- 6.22 � X -, n r ` n r n r r r W � __ — � � �. . _ _- _ ' . i �. I 1 .__ , 1. I. I �'_ r�- � F. .. I . _ I . -r ��. � W � � I I '_I I I I ' I I I .-_I I 1 _ i i .1.._ i i ._ T--i 1 — ..�._ ' . .. - � -1 � � �� -� I ���I � -- I �. . I:.� F. . ,-� F ;-i i � - . :. ., . :. - , . ., : � � � � O. o o �. - - - : - - - - -. - - - - � -:. .- . _ . _ . . . . . .. . .. . .. : .. .. ., �: ., ., :. .� �� �� �� � � � I i i �_.� .. i i � i ��. _ � i i i_ �_.� . i i i_ � . .. ' -r-i- �- i � i- 7-i -i- 7---� . - � � � �- i .-.i: i .-.1_- i . .1:.:�_ - ; � ��. 7 7-r-r -7—i-��. •-- - -- G ,..., _.1_ ;...�__.,. 150 ������I�����i.'�Y W NO�Na1� � u�m � � '� � � �� � �o����� � �- -L- �- T_ ,- -- i- �.:i � i: i� - �� T 1-� T 1 � T TI ! I+ _ . .. _ . __ �� �� � ���� ��� _ _ - - :- — — -- - : - - -- �-�_ � . > i ,-�- .: i :i i-;. . .: iTi-�, : i :i i—i._. -. �::� ;-. - . i -. -:>iTi i `i i i _' _ u � _ ,�� = i;- �_ � �_ � �_� ��_ �i r= �i� �nr ��� � � ,'-„�� -„T�� - -- -- - _-_ iii- ii r iirr inr iiir ii i -i �i `i� i �- _ iir ii r iirr iiii-.. iiii ii i -i - - - � _ ii_i_ ii _i_. iii_i. iiii_.. iTii: ii _iLi _i�i ii_i_ �i _i_ iii_i �iii �ii� ii i � i � - - - - - u_�_ �� i- ,u_� ,��� ���� ,� _,li� _,u�� _. -- . __ , � _. � � � I -------------------------- � '� = � -� r ---------- ' 1=—� ' I � 0.030 � 0.020 � � � — �_ I__i �_� i : - — - - - - � � 3:1 n 3: �� X ��-� �-'-` � x�`_ 7.28 --� � W ' j W r��-r �-� - I I - �ri-�-� i i Y- i n= �� i n r�-- i i r'�-� i r:�,-� ���� � r ���-i � r + —_� �,_� -,-_ 1 4+ 0 0. 0 0 1_ ��,- �� �- ���, ����- ��� � � �� � �� -�� � -� --� ,_�. � ��� �, �_. ���_�. ����. �. �� �I�� .��I� ; � _� ,- L __L ��_L � , _ ' L � _ _ . . . . :_ ___ LI L i I ,L � 1 LI_. . i I 1 L �- i i I -_1 L L ._1 L1 L ! r ' ,-_r -r_r - ' �� -- -- ` ` t- ' t- , u_ , u � _ � � � � � , � _�� � _, �� i � ��- # ,-r-r , r ,,,-' , n r � � � � � r ,�,�-R r -, r rr i _ ,- r ,- r �-' -Y- -- ,-i --- - -- - --- n-Y- � r-C rn- � i rr i i r i i -� r -i r r - � I—_� E ,--�- _� �—_ �—_�- , __ - = t - - � �-� ,-, ,_. ,-� �-� � � � �_�- _ , , : � � _ �_ _ � � _ -� 1 � � �-�_� � 1 � � � - BEGIN GRADE � � , - , - , , ,-- �- -- --- - - - _ : � � �— � :� . � . � -�--� ' -�--� _ - -�- , . _ -, — - - ,_ +-- :- ,,-�; �:� �- �,�;-�; � � �_�_ - �; __� � � � � � : � �-r_� ��_�� � =�' ' =�=$ �=�-= -L- STA 13 + 85.00 - � ;=�� �= � = ' � �=� ; � _�=� ; �; � � ; � � � ; � ; � � � � � ; � , �;_; n � � '=; � � � = � 20 /0 0 20 /0 _. _ 0 � �_ , .. __1 _ . , , . _ �_ _ . , . .-_ _ ._._� � --�_ , _�_ , � . �__ _. , , � ._, . � ._, . � _ � _ __�_-_ _ I , � � �_ �_�_�_� �_�_�_� � �_� � � �_ _. - � - --1-1---1- - - �--�_� L----�-_L ---�- L-- �-_�-,- - L____�_L_;__� _L ,--� �-_ _'- L --_ - � -' � -. , , _-1__ _ '-1_— '—i_� - i ' � �_i- i.—i _u_ ' _u_L.-� -u_ _i ' �_L_i -i. � . 1_i -��_L . . _ . . . . . . . . . . . . .i . . . '. '. -I . .. ' ,_ . _ — _ _ _ _ _ .-I_I,_,L�_ �_�..� I ��..� i__1 LI L��_.�._1 i1 i ' i� i u � + � � + _.�� - - - - f - � --�F � -i� -ii� � � �' _ � � � - 20 - r � ''-r �' T— '-� r r'-� � ' � -- - -'-r �=r �=� F- - �-- �' � -- � i-i- � i r - i r =-n r - i i- - � - � -� ;--, -- �, , -; �, , -� , ., -� � -� � � - ,--� , , ,--� -_ - ,- � -_ � ; - - i - -- a-- -, - i - - -� � - , � �T ; ' - -T, , ,�, T � � _,, �� �- _ _ � � �- - _ � ', - , F-_ �—� � , � ' — - �_ _� - _ -� �_, �_,_ -. _ - - � -� ,_ - ��, I 1_ ..— . .—i � L � . � — � r�_� �_u I � — — — — _ ' ' _ — _ — —_ _ — _ _ Li � i i� � �1 L i i' L i" L L i. i' 'i '' i i i �� i i r�� i �� � i i i � 'i �� i''i � __—__ I� � i i .- _ r . T�T � _'�1 '_ __ ._ .� ��_ . _ � ..� .. .. .. -� __ '___ ...I '____ . . —r-�.. . __-'__ —�— — _ __ — _ — � _ � � �� _ — _ _ _ —' — _ _ _ _ _ — _ _ — _ — T _ : � r rt �� 1- 1 I 1 I 1__ 1 I __ � T- T— T— r r �r � r-- � r � � �::I � � I; �::I � �_�; � i- J:��I�_� ���J ' ��;:� ,� �:; I::�;; I.�:�:� � x`_-- -__,'' X ;;� ; i i- 1 i i u i - i �_ -i i L -i i -i_ ,_i ,- i_- �_ � w 8.35 I w � i � I i i I � i I I' - i � ��'- i � �'-i � �-- i �- '- i I -F-- i r�- ��-i J-_�--- i �. r ��. r--i �. r-i i-1�- � I � � I i }-i I � i - i � i --i i I - �� �- �- �- ;�-! I .,,I.',� � I I : � � I - I �� � -� ,�: ;. ; 13+50.00 ,. , i �� ,,:;, ;; ii .i, i11� �.1-�11� �. -;1� �I� - o � , � � ,.' _:',_ --�--;_.� ::: =::: �� : ���: ����: ��' ::' ,_.� _�� _ .��_ �_ _.���: _ . ���: �i,:.�_ � � � _ ,_, ,. �.:,___, , ., _�.:,. ,-�--� ' � __ .: .� _ �. _ �. � � - i...._ I. ..i...,. i i. .,. �.L...i , : ..i .,. , , i...,, I. ,.I. i ,.,... i .,. � i...,. . . i .::.1; . . ..�.i.;... . . �. I.. . i �,... i i,..i _ I -1- -1�� ,-1- ,_ �_ _ _ i __,_LL�_L i �L� L--L� -,_ � i _ _ �_�_ 1��i�1 _ �� ---!� -�- � �-- — -_ __- . __ �i� -�-! -,- i-i_i_i i i i i � i i i _ �- _ � i , � -� i i i _ -i i i t _ � i i i _ _i i i - T� 1-+�- �- �= -'T 1-+-�- i - �- ��'- i � -F'-�-i-i- � '- . ' 1 r �' '- - � ��- '�i- �_ ,--i--i-- - i�-I-r �- � --�-i�- '-- �-H- '�i-=�- '�1-`-i++ ' WT� ' 1=i- - '. 17-1--i----i---+I-'rl ' � -+I-'rHT- -- � - �-1-I -1-. . ._I-I-I-I. . .-1-I-I-1-� - -1-I-I-1-. _. _:-i-. _. I I i � --I. . .`I I I 1-. _ .-i-I-I-1-. _ - -I-I-F_. _. �T _ _:-+-� T —_ -_:_ ` . . � - _ - �-i _�_ � ___; - ___ -_ _ -� _ _ - _ __. ._ _ ;_I_ r- _,-rl-r ,- _ _I_I_r- __ l I -f I t_r -1 I, � _ I,_r- _ _I I �_ _. i.....i T,.i ....T,..�. ., ...�... ...�.�.. .�.�.. .�.. .i. .i.�.. .i i: .i.i._ �i: :i. ii i.. ..�ii. .� iii.. i:: ii i ;-�; ,-� � -�:�. � � -�-►. �� ��� , ': i:�' ,: i:�' . ::7.-..:- :.:.. :. .:._ _I :` _ i :-,._ . : ;..I :` � i I �. _ :��: . . {.--i : - �!.-:-1 !: :� :: I ` : :� :: I - ..;.-:- _ ..- .i.-=I-. ri. -. i::.- - - - . . . . . :.- I . . . I i :�.:: . I-.I-I�.-I::: -: . . i :: -:: . i . .:: �."7 1 I - ,.;._. ,,.._. �.._.< .:'.�.,. ...;._ :�.: .: .� �: I- � - i � TI � ��- i �-L- i I F-- i I�-L �-i I� � -- I� -�-i- �-i -i �-i -i � �. i=1-� --1� �-i -� . i-i- i: �--i- �-i-- --i-+-- ---i � i- -i- � r-- -�-� I+-+I-- -F-i- 1=i- i ��- i I-I-i- i i--1- I-I-I-I- � i i I 1- - i i i i- i` i i i -1 i -i I I i -i i I I --i I I .. i i :t-'. :t-�'. - - - � � - --- -- '= -- =- � --'-- - ��'=-- --=-=- -=-�- � = �-'- ,-�-'--- ��=--- � �--- - --- �-'-- -- =�-- . . . , - - - - - - � - -- � �� r � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� - �� �� � --�=- --- - - — i i��- - --i--F- --i-i-i-F � i�--- i r � i - r -� n � -' i i r --i i r - . . ..� , .� .. . . ..� , . .� . . ..� , . . � . . ,� .. . � . � . .. . � . �. . ,� . � . �. . ,� . �. . . � . . �. . . � . . � . .. .�. . �. . . . . . . .� . �. . . . . . .�� . . . . . .� � .. . .I i i� i ' 1 � i I '� i ' i f i i t � � � � . . i � . . : � . � -�- .. �. . - :. . .. . ...i. ....:...i.... :...i..... . �..., ..... . ' .:�. ;:�.. '. .:!.. . _ . . . . . . . . . . . . ... . . .. .. .:. . .. .:. ,� I ,� ,I � I I � �: . � �: : � �:i; ;. ;- - , � :�,�i ��: : ; ; ���: ,�11� . ; _ . - ._ . . . . - -r _ -_ - . . : . . : _ ,_ --- - . . . . . , _ - r ,- -�-�--- - --- , -� � --- -- - - - : : :::.- _ __ . : , .. :: . . ,-:, n t : . . ...�:.�. ,.,...,.._, ,._�__..,.: .�,�...,.,_ �.....,_.�, ".,.:i_..r... .,...�..... ..�.....i_. r...,_.L..,.. ...,_.�... ., �:�:� : . .... . . . . . .... -rL.,.., . . . . . . . . . . ._.. .�,;:; .���.[;:-: ,.L.. . .�. ,..._�.... .._I...I .i I...I.�. _.I.�.iI .I.I.i ... .�.i I...I. .i ...I.I. I...i.l.i .I.�. i ... . . . _..I.I.. . . .:I.. ..I.II.I. :i.l. .i: .:I.I1�1 � _ _ _ . � .L. -1- I. _. I _ _ t -I. _�_I _ 1 -I. �_I _ _ _ I.�_L. _ t _�_I _ . 1 _ I _. I . � � .�_ _ _ _. _�..I .. . . ! : . � _- _ . _ _ �_ —_ _ �. _ __ _ . . , . ., : , , : , .. . .�. �. . _ _ � .. _ . �_ 1__� �_ �_ _�_ � � �_�� ,__ , , ,, � � � � �_ � � � � , 20 -- � -T- - '- ' -- - � ` L' ' ; - -i -�, --- ------ ---- ----- ._ � � � i � . . ._� _�_� _� . .- - - � �- - i� � --i i � - T � � �� ' � ' � ' � �� � r� r� r� i �i . I, � I,__� I,_ � ,. �- �- i- � i; � � i � � �I -, i I i I i � � �.� �:i�� , , r. - __ ' --------------------------- io - — — =� - _ � - � � _� � ;-_� r ,--, � i � �--------- ,- � �—� , ,— �- � , F-� , , , r -- , �, T T- T r T — - � �' � �_— ' � � � � � � � L . �� � � I �� � -�. ._. � ------��������---------'—���� ��X f�.' I I_T_ _ - i - i I I }_LLI- -.-:-1 .-:-1 1--�-.- � X 9.37 � � W I � �� . i �i.i i I �:i I :i � i U. i i, i .I, �i � w 1- C� �� � 1-, �, � I_ � -, � I- ��L�l_ ��_t I,-�� ,-� , � �-'_ I t +-��T t ��=i �-i- r i t F- i i ��-t T. tT t- ��. i--t . i-1� t=T . ..7. ���� �7. : : i . . i i. .- . � • i _ -�. • -1�-�.— i . . -. . �.. � � . : i. r: I : i: :i .: J : � � 3 + 0�.0� Note: Approximate quantities only. Unclassified Excavation, Borrow Excavation, Fine Grading, Clearing and Grubbing, and Removal of Existing Pavement will be paid for � at the contract lump sum price for "Grading." -L- 140 730 120 110 100 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 20 /0 � -/0 20 /0 0 -�o /0 0 -�o �I 17BP.2.R.85 X-2 �so �ao iso i2o �io �o0 90 so �o bo so ao so 20 �o o �0 2o so ao so bo �o ao 90 ioo �io i2o PERMIT DRAWING SHEET 9 OF 14 _. _ I ': .� : .: . .. : :. . . . . i : . i.. .. . �. : . -. � . .: - � . . � : . i-� �: : �� - � i-� :: : �i � � :: -� : � � :: �: j: : � �: j-- � � i . � .-. .� .. .. -� .: � �i :� :� i r-;: : r .. .. .I :-i : : � - �� : : : � - �. i : � : r . . . .i . : - . .i i_ . _ .i i � - : : i � - �. i : : i � - �. i : : - �. i : : i . . _ .i : : : i- - : 1 i i - i �i � i :- - i 1 i i �- i , i i :� � i �i i i :- � : �i : i :- . . i : i _: , :�-: rt � � 7 r: � � � il i i i� i i � il : i r � i r - - - -- -- -- - — — — -- -H-�- - - - - - - -�-H- - -�-�-�-F- - - - - - - - - -� -- -,_�._. , ._.__, _;_:_._: .�___-;__ ��. �. , ,�. ,_.�,T;___. , , . , . . . , . ,_: '...'� I".I.._. i. .i�.. i.�. I.'..i.�..i .i �..i .:. � i.:.i .::i.l ." i.� .i.�. i.: :i�.�. i: �. .i:i. .i ...... .......i. .i.-.i .. .-.i i. .i i.. i...i. i...i.. ..i.. i. .i...i--� iii ii i� iiri iiii� iiii� i�i� ii �.�.ii�� i :. ._ _ .. i._ . . . ..... .: � . �... .. . :� . �.... . . �.... .: . � .: .:. : .:� . � . ..� - t - r - r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...._.._.__ ' ' . ...... ...... . . . . . . . . . . . . . . . . . .. .. . .� .. .. . . .. .. . .. .. . I I . . � �.".I'.'�' .,� ...�'�. ."�'�.,� .�'�.,� ... •� ,� ...•• •�. 'I 'I.' 'I I�. .I � "� _r � ... .�. .. ...�.. �. .. "� '� .. II :._.. ..... . .. .. . ... .�.. . .. ... .... . ..... ..... .... ... . . . .. ... ... ... . . .. . .. . ... . . . ...i.. :i :i . ..... ..... .... ... . . . .. . .... .... ... . . � .: �__ _ _ : . . � . fi I I _I. _I...i. .i.i. .i.i. .i.i. I�_.i. I��..i: .i:i .i:i .I i: I��..i .. ....... ....... .... ....... . . ...... ....... ....... .... iii ii i: iiii iiii: .i . . I �.. �.. I � I �.. � �. I � I �.: . �. . �. . �. -�,.. �� . ...... .. :.... . :. ......:... . � ....: .�I:...: ..:...:. � ....:. i. _:.; ..: ::, �,I�.:... �................ .... .. .. .... ............... .... .. .. .... ............... .. .: : .:: .:: �. .. . . . .. . .. .. .. .. -I� �i �-I�� i� �il� i�i� I��i�i�il �i i�il�� i� I-�i � I-�i�i� I��i�i� I i�i �I�� i I � � - � � - � � - � ii i� iiii iiii� �i � � �......�. .�....�,..�. .., ...�..�. ...�..�.,� .�.�.,� ... .�. .�. .�. .�... .�.. � . -. - - �.:� : i. ; i i. �;:i i:I i i ;: i i i:i i;j i;j: ;j: I I ii i: ii i iiil: � � DETOUR REMOVAL i , � � � EXCAVATION ._ � I:_ i I 1 1 i I.I :. •--_,. _-•-I._ _� -___ I ; I i t I i i I t � � ii i iiii i i . . 2� -- , � � � � � � ���� � � I I I •I - - �-1 i - - � .. � . . , � . � � ; � : _ _. _� -t - -�— - �` � � -;- ' . . � -- -- �i_ � i_. �i �; �: i �.t �.�.� � �.� � � � '� � �� ��L ���, .1� �� �'.: j �' , :: �'.; ':: :; j � � � I... I �� �: ��;� �� L.� ; ,';. �� . il � �_� i i � � � i::! i.j. �'' 1— i :i :i :i: :I , - - I u'� /0 i i ;: ,..I .. .. _ . i . i .i . i.. . � I STA 1+ 8.98 i i i.. i i L i �i.. i i.. i� i � i , I I DET6 _ .. , , --� � ,-- 0.025 � 0.025 � � _ , , - - - - -- - . . � � i_ � � � i_ _ � � . � i�`-r I. I i ri i � i i� I . �� �. ��� i �. _� � e _ I �.�2$ . i i i i- i I t i -: : i i i i �. — '. T � . ; i �: : i : . I �: : i , i � . . : i . . : I . I � I I , ._ . i.:.: . " . ' . . '� . . � . . , . . I .. I � I :. � r� � ' : i . . I ` 3.HO � � - 60 00 O BO 69 �9 i i i i � i i � i i i i ; i i i i �� . . ��� . �. . . .,i I. I.. i /� I i ii ii i ii O J / � T��— T�— ��I� �� I �-1 rI i -`i I7 i -` I7 � --I I � _. � ��—�.� I '_I I I I .'_I I I I � I I I .'_ I I I' _. 7 - I I ' � - ___�_.___._____—_----__� �_�11� _�LL� _�I I_ . _I11_ _. _ �_ �_ ---- 17 + 00.00 �W 2.,3 _ � �- � _ ,� � ,� � _. T � � _�� _. --------- � ; ; ; � � =; � � -; u � �_ u L _. �- , � _ � �---- ----------- i W x � � � , � � T- T— T— ; � -; � - -/G _�_ � � � �..� �_� _ _='---' =—u =�_ ��� � _:1_ �_:1-1 �.1-. � _���� ���� ����_ ���_ --1 L-1_ �1_ � i- '_ �-'.i.- �-_i. . u_i.-_ . i . . .. . . . . . i-i _i � i-i _� � �_i. -_u- — _�--L—i_ .— L -_i. � _i__ -i___ =i_ �. .__�__. _ u_i_ ._i_i _i_ .. i_i_i �. . i_i_i_ �. i_i-i._ �_ i_. i._ �_ � I -_._1 LI L ._1 LI L ._I IJ L _ _IJ L _-- � BEGIN BRIDGE ; - _1. . ; . .. . . .1_ i �_�- _L..—i i—'u . _u_ ._ . . . _ . } } } } __ i_ �_ �_u_ , : _u _ _i � ' i ' � �_i. �_ .i- __ LLi_ —�- , u_i_ .' � ' _i- _. -' �_u- �_ul _ � i_i_i- _. i _i- _ � � � �_� L � . _� i1 � ..'_i, �1 � . - u � �i��. :.:i�. :i�.. . . ,i . ,,, ..;, .. . .. . ,:: . . . . , .. : . , , ,. . �. � - . . .T—i .-r �-_i.�-t_-�- . . -r�-�- .—i- .-�-,r- �. T-�-r-rT . . -rr — -r�T-_ . T—�-i. __ — _ iTi_ . -- r?-,r � i � -�- � i n- � i n-� - i i_i_�- _ i _t- _ i �- .�_� 1-f_,r -i 1-f r _�-i, rf r _ _ n r � -= �i- , T — - -� -r -i -� i -� - — -i -r -i -r- i -� = -�- = i -: � - - - - - - - - -- -- - - n-r n -�- rn- ri-rr rrrr - -r-�- i - ---i r -i r -i i r - -n r i : L- STA 16 + 7 +/- ' _ --- _- -- -- - - ----_ ---- : _ --, - - --- - ----- ------ --- - -:_ __ --- - 9 - - -- -- -- ---- - - , � � ; � -- - -- ,-_ , .. : __ _ __ __ _ _ __ __ _ _ ± � .� � � .� � � , T , , ,�_ �, , F , � ,� , � � F -�� ---- __ __ . __ _ ��� �� �� � ���� � ���� ,��� �- !-�, -- �l - �1 �l�- ��� -��j,. � ,� _,� ,� �_ � � � � — - - � �� � � � � �— - --- ,,, � � � � � � � � � � � � � � � � � � � � � � -- - '�" ____ � - � �. . �. �. � . ..fi. `i - . `i- : r-i : i--i : i -F -- - . . � �. - � �._ � � i : f-i�- i i -i.`. �. i i i-i� � i i i i._. .. i i i r. ... i i-. ... i i i � -i i �- i -t �rt i -ir- '.1.- 1 _.1.�—I I__1 __ _ 1 I .: 1 _I :_I __ _'_I _�_I_'_I � 1__L _ �� . � T � � � I A _I._. ' I I_I_I. . I I I I_. .. I I I I_. _. I I .. ... I I �. �. . Li� . . _ , � - '-' - '- - - -'-` - � �� +-i� �—i i_ - � _�_ �_ � � i� � i i � r i , -r -i - ;- -r= ' - - - - - -- - - ' � = i �- i n ' i n r i n r � � � � i i l:� � i... �� .� ri 'i ri .i .i.'� � i .�.' .ri ._ ��-� �--{ - � i-r .in- inr - inr i i ii i - i i- i i - t - t t - t -t -- r r-i rr t- - II - -� - tt -r- trrr ttti- -tttt- t t' ti i _1.- 1 I —1 I 1__ � 1_I � 1_ '1 _ _' _ 1_� I�. 1_� I � 1_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 -' i-- -' i I_: � C� ' _ '--� '--� '-L =- -DET- I � i i_ i i i_i � i i i i i i � i � i i � �i_� � 1— i_ _ �� � L i u I� L= u-� , �. , � -� -�. , � -� -� , -!—' ---�- I o� I � _�- _ � � u_ _ � u � � � i i � � � _ � I STA 12+18.98 8 r� T r� - � T— `-� r � ', r� � �i r. iir� �iir iii� i r ii �; -- � �-�-� �,_, -, � I-, -, _ ' �; � N o � �� � ���� ����- ����_ � �- - �� � � �-, - i ' - -i ' -' =' ' -'- -'- ` 0.02 � 027 3:) � 0.025 - i i. � i 3:1 I _ � �� �� - —� -� � � _ � � �i 1 1 i �� � L_i L� ' _L . T r T' T— -r r r- r� '-� ------------- T- T- T— r- � r- � r -� �� 3.46 -__- eoe o0000 9 -------- ----� --------- __ _ ------------ x . 1 -f_- i-i-. .- i--}_� -.� � L i i_ i i� i• i 0.05 �------------------ � � � $ _, _ - - W 16 + 50 00 -� W � , -�- � �-- _— �--�-- — - , -r r-� , - -, � _ �-_ �- ;_-� �-r ,_�� - =� =_ • -=i � � _ ; _ _ , ,__ '__' ,_-1 __ _: _ '_' _. , _�_ ' ; : , _�-_' _ , -.-- _ ,--�_ -;-,--�-_ :_,__� _ _._ _�_ _ . ;_ ___ ._,___ � -.-_ _-._ _-�_ _-. _ �_�_�_ _ . �_� _�_ _�_�_�_� _�_�_�_�_ ._�_�_�_�_ _ . � � �_ _ _� � .. — ' -- - - i-' i�i_ i_— � � L-' L � ' L �- �- '- � '-- '--�_ �__� _,_ F � � _ _ f - - -- � f i i -i- - , .u._. i i_i_� _ i i i � i -�- ' 1 � � L� u u �- � ��_ �_u = _ _ _� I . � , _L � u_ , u_L , �� � � i- _ � � +� r r-r � � - -r �_ -r_� � , � -� ; ;�-� ; �-� , �� � � �- - , , �� - T � =� r- � � �-- - i i � �= - r — — - -- i i-�- i n- � rrr i i i � r r i �_= i _i i �_ � � � �-_r-i --r-i � r-i- - . .__� i i__�-i i�-- i i i -- - � r _�_ --� � i i r i rrr i i i r. . i i i i - i i-. ... i i _ -i i__1.-- i - _ i i - � -� -� - -- -�--� --�--� -�--�- -- - �� __ _ _ _— �� � i i _i._. i i_i_i. : i i i i._. . i i i i=. - i i._. ... i i � i l� � _ `` _ _� _� _ � < < _ � + � u - - - �� _ - �, - -r -r= -r= � , -� � ' ' , n-� , n r r � � � —� � r ��� ��= � t �= �=� - - : �; — — - � ---i - �. i -r i-n- i n-r i i i r r r i � ' ` ���- � ��� ` - - - -� � �� � � _: --- . '__ _ . . r .. __. -- i i�'- i�'- i r i_i i r� i� _ -r F.,_-i r-i r- _ I �I = � i i_r i rrr i i i r i i i i_ - i r. ... i i i � 1- ��i'-� � 1-- '_� l 1 =l -E - L L' Z-_� -:_� ,__� ; �� �_ ���_� ����_ ���� � �. �� � i-�-' 1- 1— - - --� --i �_��� �- L__i -D ET- I I � i_i_ i i i_i � i i i � i i � i �_ i i 1 i� � � L_i u+ � u L— u� L�- +�-�`+ -"+ _. ��+ --I I � �- � u_, � u �_ � i i � i �__ � . � I STA 11 + 65.05 �� �� T—� =� r -�_� '� - �-r �-r �-' r- � r �r � � i �i r ,ir� �iir ,ii� i r_.: ,i � � �-�- � �--�'=� �,-- , -, � I, � -, �_� - F,-_� .�,--� �,-, -,- �,=I I o.oao N � � � � �- �, �:, � � � �- :.-� �, � � � � � �- _ i i__ -i i__ i �._ i i�_ i_ i - � I • 3. � . i i_ .. i i i _ _ _ : _ • 0 040 �n �0 038 ._ L -� � li 3',__ - ------- � �S�I i � ; � � 1 � � � ; �Tr� -- � 1�f f -- � I � — — —� . ,_ $ � � T�T � r � r- � - r ---------------- 3.65 , �-T- T- T— � r � I__I I__ I__ I I I__ I I I -0.03 ----_ � I� i I- ;�-�-i I I--� LI�-� �; �� I-- i� �� i- � I: w, i W ------------ I; t'T � +'— , �- '. , � ���-�_, H � �-, � -��-- i �. ;_ �. -. . � T— 16 + 00.00 ' ��i � ' I:.: i.,� � I:: i� � � �.:.� i �:i. �: i i. ri I i_ri_i rrr•r irr Il.:.i'.:.�.�.:.i�i.. I i ..1`._ �_ . �I _ - I I ,I ; �I ,I �I ' : � I�-�I-- �I 1I-�--�I -I-�'-- � -- -. — -#-,�I__� � � � � � �:.. ..� � � �. � � � I � ' ` - -L�_t: t � l- 1-L�1 � = -11L I . ..1— 1 �_ �- 1 I L.--1 LLl_L. � 1 LLl_L�_- Ll �_l_ � I _ . I. -I LLLLLL� L � LLl . . . . . . � 1LI � _ . - � . .. . . .- . . .. . . .- .. _ . . _- . � I I I � . �.I-T � .�-- 1 TI . : .. �:� L�. : �� . , ,.r TI - .. _.. _.. . . . . . ..., _ � � _ '_ - L._- . ,._ .- — _ �_L . -- � . . _ � _ " T� �-�- '�� .-� � �-�- � � -�-'. ' � �-�-�- � �_�_�_' " � � � �_. .. � � �_. .. I � � �.. = �— —i i- ��1i- ,1r ... � �� �- , � � . .� - ��— irr - i � rn-r i - �iir - �r L -- I rrl-r � T i T, : •i I.. � .i .i: .i. _ r. ir r. .iir i iri.. i i.. -I i � . . . ... . :. ;: �,: . � -- ,- - -- -'- I -- - -'--I -=-�:--- I � ,- -� ` I-------- ----- - - � � - -- r .. i.: 1 !.-�.:- �..- :- .. 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_- �_ .�_i__i- i__ .i � _i.�_i_-�_ � - --:u � � � . _ . - _ i �_ i. _ i �- i - -'-- - �-'-- '--i.�_; . .--. J . i��. _i _ i�� _ . i_ � - --- �- � - - - - - - - i _ i i i i _ i _ :�t-'TI r=�t-'- i �- '- i I - �- i I�-$ - -i I�- �-- I�- '-�-i- ', -i--1 '--i--1� � �.. i '-1.ti- - _= -i+-T . � ,-i---i � --I+-+1—� ---i--i- -. . . rl.-I.- . i I -1-� I-.�-�-1- - i i I 1-. .. i i i i - I � 1-: :_ I I i - - -- - � — �— — � .. �- �— — -- -- - — --. .....__. .... ---_ .... ..-- � -rrr - rl--- - - -r--- - � i i r T ; T�. . . �' I' .' I ' I �.. � �.i � i � ;:� ;:� � __ _I.�.. _ ,,, �; �.. ��. �II�:. III�._ ��� . �r I _ I� . , - - , - -- , - , -- - - - - I'�—. _ , , - ---- --_. __. __ . ; , 1 � t _ :.T_ . : : ._ , � . r.. . �__ i ._ .. . i - . i . t - .-I— � ,.i - i t.. .iitr. .iiii.. �i.._ i i......ii i 1-, -,-1- ; �_I- ; � _ � - ; -��_I -, ��_T- -��_I--, T . � . �--� . � _� . �_. . � -oET- � � � . � � � � � � - . ;, , : ,; ,_i ,_i ,_i � �_r � � �_ i i i_i � i i i- � STA 11 +05�80 rT — — _L— ._ L.-- - - --_-1. _ t � �i •�': �� I_- � I � I � i I � t _I t�.-� . � 0.040 � 0.040 i i` ill. tl�. i ii ' 1 T:- i i I I � -.-:-1 I .-.-1 r : t I 3:1 �n 3: � 0.0�36 . .. .i I::: I�.I-1,7:. IIII:'-: ..ii. �:. I I. : II � ; — - I -- 4.44 l � � , 1_-� � � - � , � ' 1- , , i , i �_ _I I _ - --k- � — $ -�— �— -�—k_ � -i k i � _� � — — — — — � �� , — _ , 54., ; � ' _ ' ' _ -r:.—, _ � � :,.�.... ,._� ,-� ,-I_ �X o.as�X �� , T—r TT , �� . — I ,_- I I I _- I.. LLI_ I 1_ _ 1_.-.. �W W ---.�- � � _. � .�� 1 I �.i_ I i i i� : I i U. ��i � .I � i .I � i I -----_ i.l LI � I�-, �� t�� t�_ -, l _ l� �l_ �-1 ;-�� ;-� ------ I� I �_ I � �+-'T I ��=i Ti- r t � � t r T -t r T �. - T t- i_�_I t�-1� t= T � I � � . .� _ : ::-�:- ,�.. ... �.. .� -�. :� ;.i:� �.:::� 15+50.00 . .,� . ' �,-�-�7. . .� : �:: � �I--� � _, -L- 150 140 730 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 .JLIL ,1, LIL IJ L -� LL� � �1 � _ �1 L _ �rr� ;r,� - r,� O -,�� ��� --��� illi itll tll '�tf� i�fl --�ft - I�I .. ���� : ��� :: -io -1��1 -tl�l _I�� _ -i�li -iili --iir - , -, �, � - -�, � - '�� �� ��� 'I I I . -1 � � i -i i I I --i I I - -���� ��� --��� -. -iili ��� �i� - ,o .II�� I�� -�. �� � � � � � i� � �III III =;��!� � ��;� k==�;� = o �� ��� ��� _ --itit .itit itt - `inr � -inr. �`.nr. ` -/0 100 110 120 130 140 150 = O 5 10 PROJ.REFERENCE NO. SHEET NO. ;� �I 17BP.2.R.85 X-3 - �so �ao iso i2o �io �o0 90 so �o bo so ao so 20 �o o �0 2o so ao so bo �o ao 90 ioo �io i2o PERMIT DRAWING SHEET 10 OF 14 ;rt �� �;7- � �-r-� , i:-, � ij � i i:: i���:.� i-�:� i;:;� il ,--i ,r-: :;: i �: :�r� ,:;�- ,:� �.,, . �., , �_,. ., . �. ., ., �� � �,�; �,�� ; 20 .�. _._:�._ _ ��_ �� _,_ :_. :� `__. _ . �_ � � -�- -H- �-�-F- -� 20 ..:� I I... i i'� I-.�i � �i � � i �i�l �i:� i'P i :i�. i� _ I i i i -� I ii i� iiri iiii� �i � I__ .�: I I - i �- t �i -t -r -r ..._ :... i . i i i • i • i • i • i : •• ' i i I DETOUR REMOVAL ��. ._I...�: i .i�:: i.i.� �..:i i.��i� :i i.i�.:: ��.i ��� i: � .�i:i � .�i:i- ��.: "I . .i: � , ..:�:. � ..�. � ..�. -DET- �I ii i:�� iiii- iii':. .��: � EXCAVATION � i i /� '-I� �i ���I�� i� �II��� i�i� I���i�i�ll �i i�ll��� i�ll-�i ��I-�i�i� I���i�i�ll �i�i�ll� � � STA 14 t 78.51 I i ii i� iiii iiii� �i � _ /� �.. i �,. . .. .. . .. . , . i . i .i .i .�... � � � . � i :i,: i i i !:i :i 3.1 ' �o . , _ .. i _ i I - ----- 3:l ' 0.030 I i i_ I. I I i i i � I. ? QI ... . ... ��- I I �, -� . . . . _ . � . . . . � � � � � � � � � � � � � _ _ � 4 , I I . ..: i i i i � i i i i .. . .. _ i i i ' . 12 0 012 � � � � � � � � � � i i � _ ___ __ � � i..'. ;I �' i l.: i l i. ,�:.;�; �..;�; ,� .; � 6.10 3.92 I7 o . �. � . . . � --------------- o - - - � --------- � X i X �_� , -_, � �-� -, � - � --- - � �.'I..T-1 I. � �' I I_ . I I. I ! I I I � I I W � W . .I. I �.I.�. i .�i �_ i . �_: . � :i I ��I.:: I I �.:�i �. �i.l I.� �i.l �I �i � ii . . . , . 19 + 00.00 , , ,. � ,.. ,;_ , � � �� � �� � - ,.., ,...;. � li , , I� ,� .,. �. � __ i :_ r_ :. .. .. : . .. ...i,..�. ., ...�... ...�... �..�. ... . -/0 �:::i : .�. .� :� :� :i:. :i:: -/0 ...:. � .�. .�. � � .� � � � �.�.. � �. � �1- . .. ., . . � _ � _ . _ . . � _ � ._ . . : . � - ' � ' � - - --- - '-�- �_ -;_L1_ � Lt_L: � t_t_�_ �-. �- ' L -_�11- - - - - - - _ _ • �;:..irt .::.....,. �.;.:.,:�. .:.;.;., :, �., .:: ._; .i.i;.i -.: ;.. .,.i: .,. .i�.i..��-..: i.�,. i.i;.-.., :.:.r.�:.r�-;-r-I-'i-1- ��.;-,-�.;-;�: -; �;�,::.;.;.,�.,- :�.;-,-�;-;:i�. .-;:i�;: -;:i�.i�- ��il�i� �li i . .:.::::. ..::.:.. .iili� � i�i� ii I.:.-I-�i�Fi �'ii � ii � I I t I t t t I t 1.. _- '. . - - -_ r _ . . _.. _ _ . . i . .: . : . . . . . i . . .: . i . . ._ .r i - - -r-- - - - - -r-r, - - - - _ .._.�.__...i,.... .. ...�.i. ....... .�.i., ... .i.; .i •�. •�. ... � ::: T :::i,:. . . ::. .i. ::: .i: : .i. ::: .i i :i :i. :i: . . .. I I . . f• �: �� -_ __. . .' ... . _ ... . _' _' ... �_ �_ • I, _ , i _ _ , ,.;' ' �� �� �' ' . . . i.l i.� � .:. � .:. � . : ' . .i� .i.. .i�. .i. .i .i i. .i.i.i. .i i.. '� ...:i ii��� . .:� .. �� .. .. . . . i � . . . . .. .. .. :..;i. I.:_I...i. ...i.l. �_.i.l �..i I.i i. .i i.l.� i.l '. '. �. i ii i. iiii�� iiii:- iiii:- i i:- ii �I: ii �. ii . i ii ". -�,��. .�.�.. .. . .. ��.. -.,..� . .,..��.. �� .. . . . . . �_. r-- -r- - r- r-- r _i. ,_'-� _ i-- i--' r- -- - '--i : i-- ri - � t- i-i-r i i-r- � � i ;'-i n � `� n � -' n r `-i i r _. -T- -T,- - .- - - � i � i � - - - - - - - - i ir� i �irr �ii-r ii i -iiii -iiii iii iii- , - � ; , F ; ,, � �- � �- I-- ,1----t , - -�-- - - - - - - -- - � � - - - - - - -- - - - _ � _. �--.1 ,- -. _ , ' , - - --,_ -,_-�_ �--�.-.. _,_ � �= - = ' - - -- = - - - �,,, _ __ ' - - - , -_' ; -; ; -_� � _, - � -�._ _� � _�._. _�_�_�_�. , �_�_�._. � �_� �_. : � _�._. . � � ;_ :'_� � '_� �_ _: � � �_ .: _� � �_ y __, _� L , ��_. �� _ '1 '1 '1 _. _ -- - - - - - --�- L�1- -1-�_7- �i. �'. .�_L- _L�� � .''- �- i i, _7_ . -L-7__L � 7__L- - . . . � : : �i, � i L-� . .-. : . :- -_I - LI_,L _ . 1,_I _L, _ _l,_LI,_. . � 1_I_I,_,L . 1 I_I,_,L _ L; ,L, _- . 1, . -.J ll L _1 L1 L _: I� L _ IJ L _ _ - _-1_' �� ' �1� ��� ��_ _ � �_ �_u - . . ��-i � � i ' ll_� _ �_ L �_u_ �_u_� _ � u � _ u_�_ _ � � �_�11 � ._� LL� .-i �1 �._ u � ���. -�. _ _ - -- _ : i �. . : i �. , i �. . ; , : �. �. . �. : : �. : : : �. , : : . : � � ; � : ! i. � i_ i -i i- � i _i � .-� i-. - i-i_�_ . � i � _�- _ � rn � rn-� - i n r ' �-�- _ i � �-� r �-i r -i r - - n r - :_ . . . . . . . �' _r- = r� . _ � �- � . �-r_r . �-r-� . : -. . � _ , r i- � i--- � � --;--� -- i-;-r - -;-i -r - `;-i-i-r . .. `;-i-i-r - , i i r - - i-'-r - , -- ;-;-n-r �- �`, n r �.. _-i � r - �- n r . _ : :�-. � �_ - _� . . :� ,_ . . - i _ T_ T_ � r - _ w 2� -T � T- - I_- _i _--� -1_ � � � 1_ �-� �_ �-_ -!- -I �-.- � L1 __ 2� _- .:. . .. .. ..: ... ......._ .. . ----- --- - -- ---- --- - - ----- � � � � __ � � � I J _. - --- . - -- - -- -- - _ _ . .. . L , = I . �. . 1 � . _1 I � . 1 _ , _� I .__I__ _ ._I__ ._ :_I _,_ L_ _,__I --'--� -�-_ . . _ . . . - _ ;_ _:'-:- -:; � - -�_i_I � I _I :. � �_I_I. � � �_I._: . � � I I :. � : I :. . � � _� � � � � �_r �.:. .: � � �_�._. �_r �._: _. ! _ �, , L L , } - - � � � � � � � = .. . . . L .1-: _L-_L. : -_L_L.-_ _ ._'_ _ L-'__L . L-'__L . '.-L. . , -�_' - _. -�' . � . .-; � . . .- :. - '.-- I 1-�!-. . .--1 . � �: , i- �. -_ LI,_L _ ._, I _,L .. ._, I_I,_L . . .. ., I_I,_,L . I I I _ . �. 1 I � . �i;_._1 LI L .. ._1 LI L �. __! IJ_,L _. �_ _IJ L _ �_. '1' L 1 1' � � L-i u_ u_�,_ L _ ��_ ��_u� , _u _'_� _ I . . . . . . . . . . I . . .... u-i_ � _�- � u_ � u � _ � i i � i � � � �_� L � _� if � . � �f �._ u � _ - T'-, =r r r'-, r� r� - -r= -r=r� =i� -i� r ,-r-.r ;-�- , F,= , n � , � � r � r ,�,� n r -, n r r;. n r - n r - - - ,:i_r `i_r -ii r `-nr - i i-�' ri-�'- i-� - - - -. i -i- T.: i -r. : : � r .- � -: � -i--i �-�-i--i � i--r�_ ` -i F: -DET- _i i-i- _ i i -i`. . . i-i i-r i i i-i`. : i i i i- _ i i- ::: i i _ -r�-r . ... .-i � i _ _ i i� i- .. -i i i- - �_� �-�_� _ . � � - - - -_ - _ --_ �l_ - -. /p ,, ,, � �� � � �� � � � � ST 5 Ob �� � � ��� ��� �� � � � /p ' A 14+2 . �__. ._ � �__. .._ �_. .__ -. �_L-. �-- - '--�_. o �_�_ � � �._. � �_�_�. � � � �_. . � � � �_. � �_. ... � � �__� �.. . � �_ .. � � �_ _� � �_ . _ , � , _, - - L_ �--_ I 0.006 ,0 0.006 I i_� i_i_ i u5 i u �_ i i i � i i- � � �� ��� -; ,�� = ui = - � � .-1Tr �Trr ��-i tTr - rfT � i r� � - � � 3:\ � ----� 3:) � 0.007 ? i��� � r i r - n r - ���- i i- - r-� i- r i i -i r- -i -- --r _ � I -' S.29 � 0�.� i i i- i� i i� i- _i i1 i- _-i i i- _ � � - ''-- I I '.1.- 1 _.1.-1 I__1 -- . ._ 1 I ..:1 _I �. ;_I .._ �. � -. .. � ��------- -- � . I I .._I 1 I ._I I I .: I I I_ I 1 I � � � l � - - - - - w� 1.63 ------------------ � � , � _. 0 r i t -r r1 -t - : i_ ._ � w I -- � � � -�Tr r �-i r-rr -i r-rr - nT -- - I ii i,'i �i -i� i _ii i - ii�- 1._ 1 I._ �'' � i_i._. 1 'i 1 I _' 1 � _' . - - - - ` 18 + 50.00 -� _ , , -_ � � - - �-� -�- -� _�_ �� _, �� � _� �� _�� � :�� �_ - ���_ -1 L i - �i_ '_i L � i � i -_ _ f- - I�� ,_ _ � �-� _� �� � -��� _��f� _,��� __��� _ _IO _-1_. � -1._ ; . .i i .� � L_i iu - . I�_L._ u+. , �_ �.- .- -r.- .-�T .. . _� ._u+. , i _ ._ _'-, .. _._ . __ _ -_ . .-_' , : ' _. .- - �-� F-� -r-� F. ,-- � �� � __ �-�_ _,_-�_� � �__� L � _� �f � .-i �f � _ u � - _�O __7_. . � i ��. �_'. �. �� .�: i : �� �� : i . . i : � �� : : : : : : �� : : � � � � �� � �� �� - �� �� r �- - � T - , -� r -� , � - - - -i -r -i -r � =� '-�- ' ' � - _ - --,- - ,--� , � - -- n-�- � i -�- ' i i-i-� � ri-�- i i i i- i- -�- i i - '-i ' '-� '-i r -i i r - -i i r - _� - r--r`�'-i -r_�__ . _ �.. .-r-i_ .--i-- : -i -.- .- - .__� -r-i -r-i- � : _r-r ----r- --r- - ,- -� - -� -� � � � -� :__ .--rrr. _. .. rr-r. ..: .-rrrr . .. .. i i rr. . -i i r r.. _: .: i . i_. ..: i i -i ri i :: -ri�-r _ _ i i� i- : :: i i i- I - : i �. i : : i �. - : i �. i : i � i �. � -.' ' 1 _ . '__ _ _' _'1_'. . '� 1_� I . 1_L _I__I._ _I._ .. __I_i _ .L_I _. i _. . .-_-. _ i i_ _ i i _ .i _ _ _ . _ '- . . _ _ _ . __ __ _ _ i i i i i i� �- i i ._.i _i - i� - _ ii ._. .._ I L_. ..-1 I__. ..__. 1 � �._.. � _I _I._. . ._: 1 _ � . _ .. " _'_ = . �. I .. �- . ._._ . ._.! ' _-!.! . . . .!.!_ �. _. . .. _. ..__ . ._ I -L . . I -!_ . . I _� : . '_1_I_ _LI _I._. .. _LI_I_I. . _I I_I_I._. .. _I I_I_I._. .. .I . I._. ... _I I I .. .._I 1 I ._I I I_ . .: I I I_ I 1 I_. ... Li- _- __7_ i_ _7__L- _ --_ . .i . . i_ . . . .i . . i_ .-_ �_L �_ i_ . 7__L_ _ _L- _- _ �_i. i i i- i i � i- !.-!_ i.- _i_ : � i i i i � i �i i �i ' LI_L _ _ll _L _ _lLl_ . _1_I_I_L . . _1_I_LL _ _ _I__L _ 1 i __1 L ._�. _i I L _ _IJ L .'-.-, _ _ - _' _ - _ __ __ _ - _ _ ' _ ' _ _ . .___-1_ Li-1_. . . . �. .1 . . . i . _ �_�- _L_i _L�_ - . . _LI_L_ _L'i_ �_i ' .�_L�_i . .�_�� . . _. . . .. . _i�_ �_i ' _ ��_I. i _ _ ll_�_ _ _� _�_ _ _�_u_ _�_u_�_ _-. _�_�_�_�_ _ _ �__�_ __ � �__� L � _� �f � ..-i �f � _ u � - �.:i�. ::,i� ,: i�,-.:, ,:: �.::i - -:i �.:, .:: _i _i. _i. 'i_ _ _ _ _ _ _ - __ i i i i .. .� .. . , . . . : �. . .. . . . . . . . . . . . i � r.-T r '-T - T-� ��_ -�-�- _i ,_ . . . . . . . . _ . . . . , i i -1-- . . . . . r. . r� ' '� r:- r� -;- r. : ;--r ;--r� � . - - -.r� -;- ;--r . � � -r --r - -r �- � . � r- . i - -� � r- r � � � - - - - - '-F,= ; i�-�- , � '.-�- r-�- , , '-, n r -, n r -i n r - n r i��- - - - -- - - -- - -- - =- - - - -- -- -- -- - = - - - --: _ _ _ : _ . . __ _ . _ _- -- -- -- _ _-_ _-_ ____ - - - -._ _ _ � � � � r r� T T � T r r r r r r r �r T r r r r r r r r � '" ` t -� _ _-rr rrr - - rr _ - r-r - , � - , -rn-r _ -, n r - n-r - - -n r _ � �. � �.� 1 � �.�.� ,_ � i.�_ � �.� �-� .�.� � _�__- __._ _.____ __ _ �= == - T 1� __ � __ ; � _ � = = I - � � = = ' - ' - = -- - - � � �- � � � � ��_ ' --- � � � � ,� �� � - - � � � � � � � � _,_ � _� i. _�_ , __I : !_ _i. : _i i i_i._. . _i i i_i._. ._ > i ;_i._. ._ _i i i_ . _>i'1 i : ... .>i'1 i_ :`i i1 i_ .: _i i i_ .>: : -1_'_ I L_' '_ L'.1 �_i .__ LI _L _ . �. 1 L. i.-. . -1 =_ .'- . .i .i '_7_ _7__� �_L . � _ _ _L_ _ .� --. .i--i � i-' �i i i i _'-- .I .�. . . _ . _ _lIJL _-__ll_I_L _ _ L_L _ _1_ L _ i_.J_ll_ . _. J_llL .. __lL1L _. ._ IJL _ _. 1 } }��_ ��_�i _iu . . i�i� � � iyyi�l . 1._. . ' � u L _ � u i- _ L L _ � � �_11L _ �LL� .-i iL� . _ �1L T�. . - T-�- -�-ri -rr � �. . . i�i iTTi�j . J.. : . ' i n-� - i n �- - T-� - � � �.-1T� - �T�r ��-i �Tr - rfT - i��. i��. ��.�, : . . : ��.�: :i - ': : -- _- - - - - -r : ._: _ , - - -: ,- -,'-- �=� : : --. `� - - - --i -r - i n-r i rr�- r,-r i � ,-� � r -i r - n r - � 20 -�- � � . � � �-- � , � T , , � _ . - _ __ _ -__ _ __ _-__ � _ - - - �1- �1 �1 � _-� � � _. 20 � F, � --,--� � �-� � , � �_ : �� �,� -� -� , , �„- � �„_. �,_. : � � �- - �- � � � =�_ _ _ _ _ _ , � � � � � � � �� � � �� � - - , , , , , , �:� L __ _', ; ',__ _� = �- _ � _�. _� �_�_�._. _� �_�_�_. _ � : �_. _ _� � _� 'I_I'_�. -�- -�-. � _. .- -�- �-1 __ , _�_ , _�.-_ _ �, 1 �„ II , � _-_ ._ I ._, � _ - -�--� _�__� �__�. _�_= - - - - � � �_ _� � �_. _ _ _-�_ L��_ 1_,_ i,_ ._i _L- _L.-i__L_ . L �- �_ i_ _ � 7__ . . : _L_ . , _L_ _ _L-_�... . . _ � L - _- _ . . . . . . . . . . - - . _ . _ � 1 I_I, ,L, _ 1 I_I,_,L _ I _L, __ 1 � �i_.J L L _1 L1 L _: IJ L _ IJ L . _ ' i � _� _L�_u _u_ _ .� �_ .. �_u _ _ _u . _ . . <t � _ __I. � � - C:� _ _ � u_� _ � u �- _ �_ i _ _ � � �_�11 � _� LL� ..-i, �1 � _ u � _ ,i, ,:i, : . , .. .. : .,; ;, . ;, . :.-i ��..i . . ., . , . . 7 = _--� _ r- -'� r�_ �: - � �-r= . -r=r� , _ ' : -'� - : � - � --� � i i-. , F,-.r , n r - r: .r. - � _- , �-n r -, r rr r;. n r - n r T, - - - - --- � - - - - - __ _ , � r � r � r I I -r- in-. �irr iii�_:- rr i -��r -ir�r_ inr_ -nr _ __'�.�_ 'I-_��� �-'I _I'_'� __. 1 . ��_.. .__I _I-. r"._ �-. . : j �_ I .. .�_,_i =1�-_I__I'-' �. . 1__r. . : 1_-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 _ _ i i__. �.-i i _.i _-. i - _ i i � -� � - �--� --�--� -�--�- -- i_ I DET _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 - - .�E_- ��-� ���,_ �,� �,�-�= I I - - -,� _ -. /0 �� � STA 13+68.98 �� 0.025 ^ 0.025 � i i i i� i i rri �' i rr1 _ n-r - �- i�- ' � r ���. I I 1.'� ----N -- 3:1 � '0.025 I i � �� r i� r i r� r n r _ ��� - i i- i i i - O i i_i i_l-i i 1__ 1 i 1- Z� i 4.53 ��_ �,I I ii _iui _iui� _li�i __i�� _ 0 � L i_' L��i�- i� � i L_ _. �� _ � _� L � _� i1 � -� �1 � '- u � . --___--___-_--_-_ . , � . . . _ - _ --'�..h' : . !_ _ ._. . _ _ _� ,., .,_ ,. : , .. -_--__'_--_-_-____-__ , . �. I I �- T--i . �-i � -i -.. I . �.�4 . - 1 I i . �� i r- i-i I-i--: wI iix ii i_ �rii ii�� -��1� nr ..... - - i i-� - i i i- -i i i- 1 i i- -i i } i _ i i i_ � ii i i ii ii1 i ii1 i -_iii -1 � 1_� L�� . _ ._ -. 1 J J� J ll L _1 L1 L _ IJ L -IO � � _ � k�` _ ��_u� , � _u��_� 1 H + OO.00 �� � , u �� , u i � � L, i , � � �� � �� -i u � _ u L -IO T � T�'" I -r-r� -r� -�Y t rl r- i i r r r - t �-�Tr " � tTr -i rf r - rf r T- T- T- 'i- �' i r r-i .i . i.. . � i ' r� i-r - r- i � -�_ r ; -.I _�_-___ i i i r i i i i r - i i . . '' ' i--i n r --i n r -i n r --i i r .I. . �..:.. ! ..�. ..�..,!.. ...!,..� � � ' i - ' " I' ' ' � i �' ' ' i ' i � i i � i � ' 'i ' " �. � �'i � '; ' �. I ' ' ' i ' I �. ' i ' ' � ' i' ' ' �. � , I' ' � ' ' !i' � ' i ' :' I . "' 1 '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 - _ '_-' _ - _- __ _- . . . .. .: :. . . . . .. . . .. . . . . . :. . . .. . ._-:. --. :. - . .. , . . . .. � . . � :. . . . �: . .. .. . � . . _ _r_ . � . .-�i - . --�i-1 - �I-1 ..- _.I_IT_ I_ _I-, '.-1-I-1-1' . _ . I I_I_I._, _ L_. _. , _. � . �.�.._ . --�. _. .-1 I . _. �i � _. _. ., _� _ . . . . I ... .. I.. . . : . ..I. .. . .. . . .. .� ..,. �,�-....� ..,..� . :I. . .. . .... i . . _ -' -'- -- -_ _ _ _ ' _ _. ,.:.... . ...:.. .. ... ... ..... :. .. . -�� ..... ._.I.......1. .........I. ..L... I... .....L...i ..I. ...i ... . i ...I ...i. . ...I...i ..I.....L._ ..i....l. . j: :I..._...I.....�L.l..l... .._�... .I. .1 .I. .1.. I.... I..i I ..1 I _I -IL �_,_I� _�_L_,_ �_�_,_I_ I__�_LI�_� _, -��_I__ -��_�_,_ �_I__,_�_ �__,_��_� _,_��-�-- -1�_�--,_ �_L�,_, E N D B RI DG E _�_- ,�, ��_�� ��-� _--�_�_� -�_� _� -�-�_�_� � � �_�- �_�_�_�_ _ �__ � I,_ �-1 I I_� _ � I I �_ � � I I_ � I I - -=� �'- I i-=� � -'T 1-�-- i �- '- i I-- �� --i -E�- � -i -1.�_ .-- i � ��`-i- �_ .--i---i --i--i �.. . -i-=1� '-- -1-� '--i �. � ' � i-=1- T p -i-- �. r--I--i- --T ' 1=1T T ' 1=r--` -I-I-i- -i-i -1- -1-I-I-I- - i-i-I-1- - i-i-i-i-. _. :-i-. _. i i i-. .�_�`I --i. . _. .-i i-. . .-i i �-1-. _. - -i �, . -' . . _ � - _� �-r -t-- . .. .t t- - - - �--= -�- - � - - - -�- ' --- � -� -= -�- i - r `i_ ._ r ._ . i i-i-�- -� _ _i � � � -� �_ . _ __ � � _: . . i..... ...i,.. . .. ... .i . .i_, . .i , .i , .� �.i .�.i ., .. .i., ..�. . .i.. -L- SIA �7+02 "�"� j: i �i.i. . .�_ __ r.i. . i .� i.. .� .� .. iiri.. i.. � i .. i , .. 1 r��r�� �� �_ ,_ _,� _,_ _�,� ,��:, �,� ,-�-_, �-�-�-����-. �, �i ��� �i�� �i �r�� ��� �i�� i�� ��� � - � _ � �� � .. � . - ��� � = -- -. - �,_ -- ---- �-� �__� _ ��� �� � ���� ���� � � �� � � �__ � � �_ ��__� �_. . _ ,_ � - � : �� � � _� , � � . � � � _,_,� _,__� _ � �� i-1- ,_: �_ -, �_ 1--, ��-L �; �i�_L-- _i�_ -,_ �_I _ �-i L��u L�: �u -i� .;- � L-i-� �Li --i_i_t 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 -t i i i _i i l _ , „ , ,: ,,. - _+-�_ 1-+_�=i _+i- �- i i-- -��-�-1-i- � '- - . 1 r �- �._ _ - .-r � _�. --i_�_I- �-- rri-r �- - , . r T -- .-1.� -r, �- .-1-H� -- . I-I.-I.- . I-I -1.-.. . . I.-I-I.-I- ' I I-I.-1.-� - I I I 1-. _. I � I '�. _- I � i �-.-� � � I �`I � � I -'-1. I I I --I I F - ..� , .I T� .. �i . . I .. . .. I. .. �i . .. . i .. . I. . . . � � ' - - _ . . . I-IT- l- l-rIT l - l I I �_ ._ �� � -1 r - -1 I7 � - -17 � - .. i . - . .. i . . �:. I .:. . . i . . . �. I. .�: . � . � . I ..i. ..I. . I. . .. I.. I .r r. . I .I I. I .. .. .. . I . : I . : I. . � � .. . .. � �. � � � � . .. I I . .. � � I � � � � � I . � � � � � /O i:�' 1 l.-�.:- - , -- , - � -- I - .-:-1 .-.-1 . --I: :-1� - - -. i-. _ -DET- . I I I: ;' I i i ;: I I I I .' -: . . i i . :: i I . .:: I I i .-:'7 1 I :'I I I . /O ..-:: -::: ..: .: .� . . . . .. . .,. �_-� � �_- ��_�_ , � � ��_� -, �� �- �� ��_ � � �- �_� ,__��_� ,__�� � _�� � _ � � , �- `��_ rn STA 13+18.98 :�t-'TI r=�t-'- i �- '- i I-- �� �- i I�- -�-i I�- -- I�- '-�-i- -�-i �-1 '-�-i �-1� �-i-'-1T --1-� �, `i �. �� ��� � i=i--. � 1=i=-I- (� �? i I-1-� I.�-�-1- - i i I 1-. .. i i i i- I � 1-: :_ I I i-�-1 � � I -1 � � i --i i I I --i I I - - r� - i � i � �. - -- -- - -- --- _. 0.025 � 0.02� - - - --- - - - -- - , , ,��r r , r nr ��r .T i _ ;•i II� -- - �i i� i iii• ��• i i i i iii iii _ _ _ � : -1-. . � � -- � � - �-- � -�- � -: - ;--� : � -i- - oe � �- -� �_ i i �- � r � � � r� =� : , l �: � T:: r � : r.:: r , ,r � r , r::,:� � ,:� � '-� � � '- eoOeeoeeeoeoeoee000e -. , „ - - - � � r: ,�rr �� ��rr:� �-� .: 0 025 i ii r .' � 1--� �_1--- I �_1- ; � I--;_- eo eo ee o0 0 00 oe � I I I I � � I� I ' - ��� ��� � - -- i �I T� , _ � � I . . . I I � � � I � I � � ��. I� I I I I -. �� 1 T: I ' _-- I� �___ � I ' � �� .:�� � . .. -_-_-____-___--'---_-�- � _ .� , __t__---_ __-_____ - .. .' I�. - i � i I . _ _ - _ - - - _ - - - - - - - - - - - - -_ - I I I . I --_-_--____ .... I � X w I I _ I I _ I I I _. . . . . ._ .- n I I I I _' . , - � k� _�, � - - i -�o �_, , �--, , � w 17+50.00 ' � ,n��k-,�,� ; . io T rTT- � � . _ . .. i... .. . . _ . =..� ��._ � .... ... _'_ .. .__.__ _.. . _.__.__� ..._ _.=_� .._.__ . _ ._ .. . _I _�._. ..�..� _ _�. . . rz I . �-I I _.- - I ._- . . . .. . . .. .. .. . ... . .. .. _.._. �.. ._.._ _ _. . . . .._ _._. �.. . . . .. .. .. �.. � . .. .. .. �.. I I I . .. . . - 1 I F=1 I I ���I I�� ._..> _ - -�._-_i ._ . I .. i_��._'.'. ..; .i .::i: �. .;;.I.; �.I ;.I.;.�i_.I.; ;.�i_.I;.I.; .i.._.:..... . .I;.; _.I.I.�, I...�,-.i, ` _ L i . . .;... ..' . i T--,_i�_r _, i�_l-- u-r�i_ l__,_i_ r- ,_��_r _,_� , L_��_ L,_ �-_, _ � � i i_i- i-I_I_I i i � �- i i i i- � i- i I i j i �� -IL L I- ,_ � r. �. �. �, � _ --, �-, �- �� ��� ��� J� :_.t-- I. . � . :�+-'T 1-�---i ; �-i- r i i . . .�-�-i r T- �� -i rr�-i-�'-�- �-i- '.=i- '. --i-�-1 , . i �-1�- �. i-�- T- :r= �-1.� , , i-- � � . : : rr Ti -:---r - ri-i- . i-I -1.-. _ . I.-I-I.-I. . . I I-I.-1.-. . . i ri-r-. _ � i :-i-. _. I � i . -T�.`I � � I :: :-i i i i 1 -i i i i _. .--i i i � .,. � � �� - �� �� � -- �.. � � � � � - � � �� � -� �-- --- � � � � - �--..�.. .....�. . .....r_. �..- � -- - --r - r -- - - - - - i --r - r-r -- - - - - -- -- -- -- -- -- ,.,...� r.T�r�7._. . ._.....,.�. �...�_�� :�__._. ... �..-. . �....... �....�..� .,.�.�..... .�. . ,...,.�.i.,. .�...__. ��.i: �,: . : ..:�. . _,_�i_���.:�.�.;._.: ii... ...r r.. ..in .inr.. ...ii... :: ..... ir ,.. .:�nr ::inr.: .inr..-: nr. ..ii ,. , � � � � � ��� � I I �� � �� ��� �� �� . �� 1. � . � � ���� ��� -L- ����� `�'%� 150 140 730 120 110 100 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 �I 17BP.2.R.85 X-4 20 �so �ao iso i2o �io �o0 90 so �o bo so ao so 20 �o o �0 2o so ao so bo �o ao 90 ioo �io i2o PERMIT DRAWING SHEET 11 OF 14 ----� �o rt� � � 7- � �-r- �,,:- �, ii � i i;: i� �� � i �:� i �_ ��----t �__---------------__,_—r� ------------------------------ �o ��� , I I� i i � I` i l�-i l l i � i� l i- X 11.53 � W -- - �� I I: I I I I i 'I 'I ,"�' � '� � �, ,: �,: 21+50.00 �. �.. i ,,.., i i.� ,..,_i ,�I, :i i.�:;: .:..:� .�...�: �.:.�i_i ,;_, ,..�_,�.I; i ii�,.l iii,�l iii,.i� iiii.i .. I .. . .. . . . . . : : .. . :. :. . .. : .. . . : .. � . . .. . � ...... ... ..�. � �.I. .i ...'i�� i il.: i i. I.:.i i�il �i i. I.:. i il_.i �I_.i.i I.:.i�i il �i�i I.:. :i�il II ii i� I iiii I iiii� iiii. I. . .....II�. . . Q �......�. .�....�,..�. .., ...�..�. ...�..�.,� .�.�.,� ... .�. .�. .�. .�... .�.. . . :... . . .. . ... . _. :... .... - �.6:::1�,: .I. .I :I :I :I:. :I::���, : : : : . : . .::: :::: .: �. .., . .. .. . . _.. .. . . . . ... . ... . . . ... ... �. �. . :. .. �.1 L... I..... ... .. .. . . . .. .. .. �i . .. L .. .. . L . . . !. . J. . I. . . . . J. .. I �� . J. .. I. . i.. .. . . .. I. .. i.. .. . . . . . . . . . . . . . . . . . . . . . . . . . ...I. .:.�� . .i .:. . .i .:.I. .�i .:.I.I. .:.i. .i. .:. . ...:.��.i� ...:... ........ _.�I.. _.�I.. I .�I...I iii li i.� lii�... .... . . . . .. ..��. �.:�..� .�i i.i. �...i.i.i i.l I �� �..i ��..i i �....._...�..._.....� ......... .........�....._...�... � � � .,�.i. iiii:- iiii:� i.�:: . . .. .. ;. , _ � i ii �� �I�..... �. .. .... . ....�.-._. ....�... - ,.�.. :,. ,... :.; �,I � _ . �, �,I �..:: : �. i � �!:i: �� :::i: �� .i:'�. �'::: :'� ::i: : .:i:l.. :.I.._ .I.I.._. i. .I.._. .: _..I. . .. ..I . _ _..I. ._..I.:. _ . :. . ..i.i� � - i ii. . i.i I... ..I.i.l . ...:.:... .....:.... ..:.... ..: ... ... . �.... _ ...... ...,...... .. ,:. .:. . . . . . . . . . . ..�� . .....� �...�.. i. .i .. i�l� �'�i � . � .::' . . � .� .� .�. .. ... . .... .i iiii� iiii� i�i� ii �iiii �iiii� ii� iii. . :._- __..__ � ....... .�... ... ...... _ ........ _ ._r -t-t - �-t-t <.:�_. �...:_..�. ... _ . . ..... ....... . ... ..... . _ . ..... . _ . _ ., -I...� ..,. .,I.....,. �......,I . .�. I... .�; I...,. .;�..,.,_ I... .,_,� .�.,I... .� �� � _ /0 , .. . . . ,. ;.;. -/0 ..,T_ .__;_�_. _ _ .�.__. _. _ , .. . _ ... _. _.� _.__ _.� _.__: _ _ _:__._ _-,--._ _ _. _:._ _-- -:., _.-,-- _ _--• __._. _ _ _ . — -_ .-- ' -- _ _ __ _ _ . ._ _ _ . - -- - ---- � _ _ � � _ _ �_ � � � 1 � �-= '-== �-�_� � -. '--� � �=-' � ' � =-' - - '-==- � ., �:..� _.�. .,�...�.,. �....:.,� .�.�., ... �., ,�.. �. �. �. �. � ..... . - - . ... -..... . —. . .-� .... � � � , , , ,, , ,,,, „ , , .i� . I . . I � I -.. . i ".i I. .I :�i:� � I.::�i :. ....... ....... ....... ....... ....... ....... . . ... ..... .... .. ii i:� iiii- iii ii:� i:i:� ii _I...I _I.. I. I .i�l.(I.: I .I .I.I.� I::i.l..l ..I: I.� . . . . . . .. .. ... ..i . ..... :.'i ... :. ..:... . .. :..... ...:. . �...... ..,...: �:,...:. ..:. . .:.: ... .: .... . . ...... ...... .... . ....... . ..... ....... ....... ....... .... .. .. . ... .... . . . . . . . . . . . . . . . . .. . ..,I 1 . I . i. .i _ -... �_.-...il �i i�i�'. �.i�_.i .��_.i.:. �..i.�.�� .i.�.� .. .�.� ..i. . '�_:i :.. ........ ....... ..... ... ....... . . . . . ii i� iiii iii... ,j. �.�.. i :. i. .. .... . i r._ .�. .�. ..I. .._ ._. ... ...... . I . .. . 20 �::i . .� .� :� :� :i. :i 20 � � � � � . . . . .:. . .�. � � .� :: � ,. � �1i . . : � '- , , i.', ... � , ::;: _ ;-� ;-�., .j.:.�� i� i� i.�� iu-, �� ��_L�_ 'tt�_�� t -.L•�� 1L' �--_J11i .. � ' � I '-�.. � � ., �- ,_ . .. - i ��`r I I i r i i � i i - .. i_ . . . . . ,. . . . . . . . . . . . . . �- i I t i ! i i i i �. 4 I I �: : I I i •i I T : ,, �. � � - � � ;: � t i:� �_ ;_ I� � �� �� � �� /0 _ I_ � i i � i i I I � � /0 , ------ �----------- � ------- -T- T- �h-.��� -- ' _. -' � i � i i W 10.36 ��� W ------------------------. i i i i i i i ' i i i i i i- � _ , �_ _ , F- � , r--,—; 1 �- � � I—_ , I----t � -�1 , - �-�_ - �- - - iX iX - -- - � -�� 20 /0 0 -�� 20 /0 0 -,o 20 �__ , , � , �- � - �- �--� �--� � -- ' 21-I- 0�. �� r � -�_- �f_- f _� � i ��� - � = �- �--� �--L - L�1_' �� 1� ���� �� � �_ �_u . . . . . ��T' �:' � ' r r�� �� � : ;- �-r- �-r-r� -' r--t-- � -T - T-�-� - --r- -r -r-r--r � -�-r- -�-r- --r--r- -r--r--r � =�- -- ' - i � i - - -� - i � . . . . . . . i _� �. � i- _ �_- i- �_� � � _�-_ _ -.�- � -i i i i i i i i i i i i i i 1. - i -:1: -� i . ':1: -- � _. i _C � : -� = - - � ' - � --� --� �--�: 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 � � � , --� --�= --�_ �- _ - L_ __' �- . --'-- - -'----=- - _ u_�_ __� _�- __i_i_� __i_i_�_ __�_�___ _ _�____ i i -1 �-'-1- 1-- - --�- L - --�= � -L L -- L � � � � _ -. � __1. . . . .. . . . . .1_ i �_�- _L.-i _u_ . _u_ _ . . i �_ �_ . �_i-'u . . _i-'u _ _i� _i . .�_i. L - - -�� � _ _ _ _ _ � �LLi- i. - -_ ii_i_ _. .-i_' _i- _. -_i_u- -_i_u_L _ . _i_i_i_i- _. _ i- _i- _. � � . i -�T� _ ... ,:: ,::i ,i �.:, ,::�. -i _i . .i . _ i �_ _ _ _ - i i �i��. .:��i��. i i:'i..__ , , _i,_ , ,. .,,: ,.,. , , .. . : , . �. : :,: �, �. �.�,. ' -- - T i ' -r-�- t r-i- - -i�- - � -r �- -r- -�-r-i- - ' -r-r - -r� -i- -�-i- ri-i i- i- r -i- i- i i i i- i-i - i r �i i iTi- i i � i-- �- i-i_�_ . .� i-� _�_ _ � rn � � i-n-� - � i ri_t- _. i :_t_ _- i � �-'' - - . . :- - - - - _-- - r --- - _�- - - -:- -�-: - �-: - � . : - . - - - - �-: . �-: -: --i -- - - - -- - - - �� T , � r �. � � � , � r � r � � r , �, r -- --- - � � � --;-- -- i-i-�- _i-i -�- -i-i-i- ri-i-�- ri-i-�- --i--�- � ,_ _. .- -- _- -. .- - - _ ___ _ ---- _ -- .__ - --- - .----- ------ --- - -:_ __ --- -- ----_.. . :--� -i--- � i__ _ :.�, r� __ _ � i i .� � i � � . i . i T i i i . i �- �_ �_i i i . i � . i .� . � F � . � .. i =�-'=--• , _ : _ , _ � __ �—�-� : -� � ;—�-i---ri-r - _n -r. .. .-n rr =n rr. . _n rr- - --� : r. ... i i - =' ���� ������� �� ���� �� -'- �' � END GRADE �_� � � � �- ��, � n=� i� � in, i i� ;;;;_ � �= i� i- n� � � , , „ „ � _ ��_�. �� �_ _��_�_� ����_ ����_ _. � �- __�� _� _�_�. -- -' -L- STA 20 + 50.00 � _-- _-- - _ _ �-� � -�-� -� � � � � � � , , ; „�_� ��.in- in� -�� in� ::� i i ii i -.i��i� � iirr -iiii-.. -iiii- i i...: ii i- -i I! � _ _,, , ---- I � o I � - ---- I 3:1 0.020 P 0.040 3:I � - -- --- tix 9.25 ���'� w �---�---__._ I------- ' 20 + 50.00 - - ==i t -�- -- ;= r ;--- _-i � — --. i _ _ , _ _ _ _ i Lr��� ' . .i — — ' —_ -� � _ � r- 1�=�-,-_— _._._ _._._ ..__�=_.'._ I' __ .- I i_ i_ _._. . ._ . ._ . _ . _ � - _� _ -r ; ri i i -T -T - � = -- - -- _ _ - ' -_ I � � ��ii1 ..-._. _._._ _._._ _._._.�I i�i�i—_ _ � I. _. . . . - , _�_, _�_�y�_ ' I � rI ji I. � nr-IF` nr-I�" � �___ �� i IJL _IJL - - i, �1� u� R .II�I _ II _ /O .. I.LI_I_. .. _I_I_I_. _ _ .._1_L1L _�. _ IJL _. ' .. ..-i_i1L _. �_ L1L� _ _' _'�-i i�Tr _ _ rfT.. _ _ �' I I I I -� I I I '- :�� �_ = ���_ = 20 -i r-rr - nT -- _ii i- - ii�- - -iui = u� _ /0 iili- --iii `ii_�_i._. : - i_i_i._.... _! I L _ _IJ L _ _�u� - �� _ -��,� - �� - o -�,� -„� - .�_1 L1 L . _ IJ L . : ._..-i_i1L _. �_ L1L� _ _' -�-i t�Tr .` rfT - 'IIII '_ III _. '/O '.� �1� '_ u� _ �.i, r7r - nr - IIII III .: I I I_. . _I 1 I_ .. _ r�o G - - — - I_ _ -- - _ __ I -- - — _ , ' = _ _— - _ ��� � � �� � � � � � � � � � ,.';���� ';��_�� _.����_. .': ���_._.': ' 1 �� ' ' ' --� --� �--�. _�_�_� � �_�_. � �_�_�. � � �_�._. � � � �. � �;. . � � � � � t � � ���� �� �� i �� � ' - � �- � �_1-� � __ , � � _ � � � _ L� � - � — � � L- _� �E � - � I _� _� E � � �, �_�_ � � _�_ � �_,_� � � ,_�_ � � � � � �_ � � _- _ � � � _� � � , �� � _ _�� � _ 1 1� � � L_ u+ ' u L- u - L�_ +�_u+ _iu _ I �,.� I -� i1 � � �1 � - u � _ �O g;1 0.039 � 0.040 � �� �� T'=� -� r -� � � -- - �' r � r �-' - � 3: 7 �- _� i r i i r --n r - � �--�'- � �--�'=� �--, -- , - , -� I-, -� -, � _ � -- F_,=� -,--� , -� - --- � -� --� _� � � _� �� � _-� � �- _ I i-1 - i i__ -i i } i _ i i _: i_ i - i_i i_i i_i ' -� 8.79 "� � x i i1 i i i1 i_ -_i i i_ l�1 �. . -1-_i L' �� � - � � i _ �_� _ _ I w � W � � _ _ � _ J ll L 1 L1 L _ IJ L Ji�1' ' � � � �_ �_u _ � - � - � � - _ � � 11� '. i, �1 � - �1 L ��T r -rT� -r-r`fi � � L O � OO.00 — _ - _ _ - _ - _ _ — _ ; tTr -i n r ` �, r O , r �r- � r =� r -� r -� -,�� �,� -„� �� T- T- T— - � r- � i-_i i- - i-- i_- i_i -- i ,_ i_ i _,,_ _ — - i i �� i i i . �. _ . � . . . i :, .i -:i �.- -- - � _ _ -� � �� -� - � . _.�, .� ,.�. ,. �.� �. „ � �. �. �. .� � �: - � � � � I� _�-L_,_ �_�_,_I_ I__�_LI�_� _,_�� I__ _��_�_,_ �_I__,_�_ �__,_-��_� -, -��-�-- -1� �--,- � L�,- ,� �"�_ i- i� "�LL,-,� � , � � I I � � � I I � I I �,_ LL,- _ _,_,_ , , _ ,- ,_,_, ,,,- ,, , , , _ _ _ �-�� :�t-'T I .-�-- i �- '- i I-- �� ---i -E�- � -i -1.�_ .-- i � '--i- '. --i---i �, --i--i � �-i-�-1� -- -1-� �, -i �. � -�-i =1T TI=i--I- � r- ' I . +--i.-- . r -I.--i- ---+I-FI-1T+ ' 1=i � I-I.-i- . i i -1.-� I. I-I.-I- - . i i I. 1-� - i i i i - i - i i i -�--1 � � i -: .'i � � i . :.-i i � I :: :--i � � . ._. - � � t-- - � �— - ��---- --�- -� - � � - � � -� �- � - � -�--- � -- - � - � . . . � . . -� � � - � � � � � � � � �-� -r - r - -r -r - i - i i i r i - - -r -i r - - - - - - � ......__...i,........�.i. ...�.r, .�.r,....i , .�. .i .i_ .i. i. _.i.i. _.r�. .i..i...i. _r____r.i. i. ..� i.. ..� .i iiii.. i. � i. �i �r=�� , � , , ,. , , ,� � , ,,. , ,� , , ; �::; � : :, �:: �..; : � � � , -,- ;, -,- �- -�--,- �- = � �- � �: � �-� �- �- -�-� �-. � � � � i � � � � i� �� � � � � i � ; � r�, , �, � i� � i� � . . . � _ �� , , , , ,. .. , -,o ._,__ �_ _ �_ -� _ � � _ � � _-� _ �-� __�__ � �_,__�-_ : � � _ �-,- --,--�--- _, . �__ � �__�-� __ �_: �__�_. ,. --� _ � � � � � � � � � � � � � � � � � � �. � � � � � �_ _ � � �. � �_ _� �_. _ , : _ �: � � � �: � :�: � � :� � � _ : : _ � : : � _ � :�: � : �� �_� : �_, : : ___ : : __ �_� �:, �_�_� �_��_ �_, , �_ �_ : : _, : : ::, _��_� �_� : __ � � � : �� _i-1--,- �_ - , _ � _ 1--,_��_L ,_��_L- -� -,_ �_I _ � -t_ _L��i�_L �� - -!�- -, �l-i_� �w� i-i i--i� �LJ� �� I��i--i�i �� t`Li - _i_i_t_ -t_i _i-. -i_i_i_i i_i_i_i-, i i_t_t-. _ _ i_,_t-. _ i i _,- �_-�_i_Li _ -i i i i -t i_Li- _ _i i l - +` -'T 1-+-�- i �. �-i- '- i 't-_ . .�-�-1-i- � ,.- - ' 1 r - '-�- = � ��- '�i- �_ ,--i-�-1- �- - 'r'rl-r �- - ' � r �-i- '-- =1�- '�i-' �- '�1-'ri . : � I ' TF ' I �=1-- �-1 ---1--T ' � ' r-T ' � ' I-i-i+-+- ' 17-i+- �-1----I+T ' I ' r-+�-'rl=-i ' : �-I �=1--'- -I-I-I- �-1-I -1-. . .'-1-I-I-I- -I-I-I-1-� - -I-I-I-1-. _ - I-i-1-. _. I t � -�-I. . .`I I . _-1-I-�-1-. _ - -I-I-F-. _. -r T _-- , - _�_ � . . - �-i _� - - _ �-. .-� I_I_r- -,- _,-rl-r ,- _ l_I_I_r �r 1 -f_I t_r -1 1 1-r -, I;_r _ _n_r _ T,.i ....T,..�. .. ...�.i. ... .�.. : ... ... .�.. .i. .i. .i. .�. :j...: _ r-�-.i_� r :..__�i: .j._.�:i. ....� i. .i.�... .i:�..__�i: .i._.i�:i. �: �r r: ..iii, .i� iii.. i.i.. � i.. i i ir iii.. i � � �. I :�. . :;.,,I ,I: ;; .r i: : -�---,-r�,l....� � �� '�f�: r !.��� �I : _. . � _ : . ' I.. ,_ .. i.: 1 . :.1.-..:- - .-.- :- i` - :" i ���.-- . .' 1-.- :" I .- .'.-�.- . :.-i.-:-1 �:.'.i.-.-1 . .'.i.-.-[ �.". -.-L ..- ;.-:- _ . .-:-i. _..-_ .. ___ .._ -=.-1 ...:. 1.:.=.-1 . i :. .: =-1 . i.-1i'-_Ci . I :._-. .'i... I. - _.-j-- � - j--�.- -_ 1-: :. . I . _ :'� : . I .I . I::' . I i i::: . I I-I�.-1:-' -: . . i i :: -:: i I :' ::: . I I i .. :..�..'7 1 L . :'I I I - --- ;;: : ;..,_ : .., : : 2� t--TI t- - i �-1�= t I -- t I�--L �-t I�-L I� -�-i- �-'t--1 -�-'t--1� �. i--1T -1� -�-i �. ���� � r=i--+1-i=-IT T- � �--i---i �--IT TI-i- ----i i=-1++1-�-i---- -��-IT TF- � r -F-i- --TI-Fi- i �� i-I-I- i-I -1-� I-�-�-I- - i i I 1-. .. i i i i- I � 1-: :: I I i -1 I -1 i --i i I I --i I I -- t-�—'-- , . -- �.�--_ . . -=- ��- --= ��'=- ,- '=�-- �=�--- � � .- . -�----- �-'-- -..: _ . . . ... � _ _ . ... ..._ _ . ... .. - - - _ . � . ..._ _ _ . ... � _ . _ _ . ... .... _ _ ... ..._ - - .... _ _-_ _ . . .. _ _ . _ - - ------ -� . _� �_ . � � . � � -. ..� .I T . . � . i . . . . i I_IT_ . . l i_ _ _ _ l ._ _ _ l I I � - � -1 � -� I7 � - -I I � - _ � 1_. . . .. i . .r . � _ ... �. .�. .. .i . .. . .. . �.� iii i :. .. � :. iii• ��. i . i � i iii iii. :: - _ � � -- � - �-- � -:- � : - � -� � -� -- -�— : - --- � : : �- _�_�_ i_i_�- _ _ _ � r � � � - � _ , l � t_T_. �. r... �. i i _i .i .i..,_... .� �,, �. � i r.. .iiir iiir.. �i.._ i i;:..ii i. ,_.i ii ii i :: 1_, , 1_ ; I-; � �; ��_I -, ��_T � I--, T-,-� -,-�� ;-�� P �� � ���_� ����- ��� � � �� � �-���� ��1� ��� ��� �i T , • i I • , L : i • i . 3.��_ 031 M 0.037 --- - --- , --- _, -_ - -� i -i - i� i i i i - /0 1- � I -- � I I -- I� :- I -� � -=1 � -� i � � " - — _3. � j � lr1 I� � ��-- , � ,;-I ----f --� 7.09 --- I � i i �� � - ' 1=' l,,�-_, � I_, � T � I, T,;-- ; �� �� � ��� ��� - 1_ 1 �_� _ _ i i � I � � _ � �_ -t �-I �_I_ � W -rX________ _________ -i i �_� , � -- , ,-k_ � � � ,-- k - � - � � k . . . . � � � � k--� � � - o T r TT — . ��._ - i . I � I W . -. � I_ - 1__ - _I_ . I I w .-_- - - - n� � � i �ri � � n r - -n r - _ _ _ _ _ _ ' -r' _ , _ - , � � � � __ � _� _� _� 19 + 50.00 � ------- I - L' 1-�� I�- ;`� L l t � l t� � . - .� �- � ���� �;�� ,;��� ,-[�� �--��� � �-- ��-Ct I -- -� ` � � _ ,_ �_ � �_- L - � L�_ � � � � � � � � I � I �- i Ti- r i i -�-i r T �-i r T -- T=i- i-�-1 . i�-1� r= T r-1� r�- - +�' � I -�-i i i i -i i i i --i i i +T - �' - � - - � � = -- _ � � � i � . � � - � � - - -- - .. �nr : inr.. r��r�7.:. . .... .i.. i...i_� :i_ _; ... �. i....._ �....i., i.� ... .�. . i.. .i...�..i. .i.__��i.i.. ..�. . _...�-1�i_i�l...i... . .�ii..��..i�i.::��.iiii.���.iiii.::�j..ii..j�.�.....��.ii� I .. . � ::; n r. �:: n r. :: -!0 � .,. -L- 150 140 730 120 110 100 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 WETLAND AND SURFACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 16+63 to 19+03 21" Cored Slab Bridge < 0.01 < 0.01 < 0.01 1 -L- 16+63 to 19+03 21" Cored Slab Brid e CAMA 0.02 < 0.01 < 0.01 1 -DET- 10+57 to 15+03 Temp. Bridge 0.05 0.01 1 -DET- 10+57 to 15+03 Temp. Brid e CAMA 0.04 TOTALS*: 0.02 0.09 < 0.01 0.00 < 0.01 < 0.01 0.01 0 0 0 *Rounded totals are sum of actual impacts NOTES: Existing channel impacts are measured along the centerline of the stream. Permanent Fill in Wetlands: 167 SF Permanent Fill in Wetlands (CAMA): 888 SF Temporary Fill in Wetlands: 2094 SF Temporary Fill in Wetlands (CAMA): 1892 SF Excavation in Wetlands: 68 SF Excavation in Wetlands (CAMA): 39 SF Hand Clearing in Wetlands (CAMA): 212 SF Permanent Impacts in Surface Water: 12 SF zo,sosos Temporary Impacts in Surface Water: 531 SF RIPARIAN BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) B1 21" Cored Slab Bridge -L- 17+73 to 18+26 LT X 564 325 889 B2 21" Cored Slab Bridge -L- 16+21 to 17+02 LT X 595 271 866 B3 21" Cored Slab Bridge -L- 15+11 to 16+88 RT X 1043 160 1203 B4 21" Cored Slab Bridge -L- 17+78 to 18+33 RT X 202 155 357 B5 DETOUR BRIDGE -L- 14+86 to 16+82 RT X 3340 240 3580 B6 DETOUR BRIDGE -L- 17+70 to 18+31 RT X 1178 778 1956 TOTAL: 6922 1929 8851 0.0 0.0 0.0 0.0 0.0 Rev. SEP 2016 Jan 2009