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HomeMy WebLinkAbout20180162 Ver 1_320067_Permit Drawings_20171218_201802010 � � O(V Y ^ U o N �m- LL L •, � V � � O V ��� �h�Nt 1 a Fo� Ir�J='x �;i h�=ts � 11 ���� (�'� �*l���� �1���1���J1L�1L�`�'s�� DI `�.%�SI��� ��J� �I���1����s���� EDGECOMBE COUI�TY LOCATI011t: BRIDGE 1V0. 67 OVER OTTER CREEK ON SR 1109 (SOUTH FDUIVTAIN RD.) TYPE OF WORK GRADI11lG, DRAINAGE, PAVIIVG � STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN NCDOT PROJECT 17BP.4.R.78 -L- POT STA.13 + OS.00 TO SR 1106 (OTTER CREEK CHURCH RD.) -L- SR 1109 (S. FOUIYTAIN RD.) i OTTER CREEK �� -IT STA.16 + 43.SO �, = E11iD NCDOT --- PRO ECT 17BP.4.RJ8 - - -L- POC STA. l7 + 96.00 — - - I !� _ — -__ _ — -- — � � � -- � -- � /. OTTER CREEK j:j ' i CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 30 15 0 30 60 PLANS 30 15 0 30 60 � PROFILE (HORIZONTAL) DESIGN DATA ADT 2017 = 1000 T = 6 % " V = 55 MPH * (TTST =3% + DUAL =; FUNC CLASS = RURAL MINOR COLLECT SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT 17BP.4.R.78 = LENGTH STRUCTURE PROJECT 17BP.4.R.78 = TOTAL LENGTH PROJECT 17BP.4.R.78 = 0.064 MI 0.029 MI 0.093 MI TO SR 1112 (WEBBS CHAPEL RD.) � q\•, q ?��3� \ Prepared for: DIVISION OF HIGHWAYS DIVISION FOUR 509 Ward Boulevard, Wilson NC, 27895 .'ri7' ,tiT.,i,\'DARU SPf:CIF7(;ATIU.4'S "fT OF {VAY DATE: PROJECT IGNGIFP77�: i,ETTING DATE: `!F?�f Tr _j 7r,�„ ^F:r�.r,:,� or�tiica r . .- .. ������g���� ��,��� DO NOT USE t^OR CONSTRI�'TION ST.�I'E TwTE PROh'M RBPPNP.NCE NO. ���� 17BP.4.R.78 � 176P.4oRn78 I SH,C�CT TOTAI. sxerrs i� , UTIL., fLW CONST. � �, � � �„�,� -- �':��; '�=1`� � �_ � � _ :,z�,,� TRANSPoRTAT�ON PLANNING/DESIGN - BR�OGE/STRUCTURE DESIGN CNIL/5?E DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION BRIDGE #320067 PERMIT DRAWING SHEET 1 OF 6 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPIETED HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. N � = PERMIT DRAWING O SHEET 2 OF 6 30' 0' 30' GRAPHIC SCALE Exl�iWi� FiW I�� WE�13 � s - F DENOTES FILL IN �� WETLAND �� \�n �" ' • • • DENOTES MECHANIZED - � � ' CLEARING s � a • �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN \ SURFACE WATER EXTEND MCF CONCRETE -. DITCHLINE TO TOE OF �> o PROPOSED FILL SLOPE lF � ���� ,� , OTTER CREEK � w n� .L-�,�� r . a= � fF f� o�, � `� �5�, Impacts in � � �,' � Surface Waters ` \ ^i � 'E` � J'� � J; � ., � ��F���l _h9; -ft�r�- � --_ �\. _ _.- _ -_E- F : F^ ,F — � /Temporary Impacts in Surface Waters --- --w�-� � ., Wv _F _F =F F = - - F �_xisrira� ,;w �- - - -a�M- � � Fillin Wetlands 2 - - -eiM_ �EXTEND MCF CONCRETE - - - / - - -- DITCHLII� TO TOE OF � "�-,_, , ,�_,_ / � � � PRiSPOSED FILL �LOPE� �� �,-�` � � - `1t�`" -r.- --�h rr,-,-rn-, - �` n-._;r-`� � _ . .�(-� , `rl�--�(-1-�,�hL i Y.,�' �'u��,� � �?-Lf . _ � I� � T `� / H�R� J, V6�BB ANI� JOE K, WEBB,� w000s'� � � ��' 1 � � . Mech. Clearing � � �' In Wetlands �-�`-v-�'.�-,- _ � �� ��� � � _ � - � �� r�-� _ -_- -__ � �- � �; ��`'� r ��r - `--�,� _ _ �,_ r� OTrER CREEK � � EXTEND MCF CONCRETE DITCHLINE TO TOE OF PROPOSED FILL SLOPE -�� - - W ��- -- F F � F - �`� � ��-,� � �-,�� �`r� _ �-� _ �-'�`� " W�Q�S BRIDGE 320067 ROW PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Ha SMITH UFE E�TATL ET AL O . Mech. Clearing In Wetlands S RUBLIPJE ��v , ��-�-,-ti-:�-�-�,-��,r,�v- �•.s�.w�ti.�.� � PROJECT REFERENCE NO. SHEET NO. 17BP.4.R.78 4 RrW SHEEf NO. ROADWAY DESIGN HVORAULICS ENGINEER ENGINEER pEL�MI1�jARYST PLANS po � 1223 Jones Franklin Rd. m Raleigh, N.C. 27606 �A ETHERILL �icen5e No.F-0377 ENGINEERING Bus: 919 BS1 8077 Faz: 919 851 8107 rx,wsroxr,vp. �.w,�wocsrar - ea�.srnucrwwe t�srs� Pv4i5�1E OESCx - WSiG3 - Q?rSrNR.%Kw OBSEMKp� EXISTWG R/W F �� Fill in Wetlands i �� SR lll,� r'WFBB� ��HAF�EL RDJ SR 1109 IS.FOIJNTA/N kDJ l95'PAVED RUADWAi - - f -_ _ - _� - w - - - - - - - - - w_. - - - * � �- �� EXISTI�IC, k/W � m BENJAMIN W, SHELT��N, JRo ��,�-,-r,�"� ,--r�rr',_,-,-r, l-"� � � �- 3 �� ' � EXTEND MCF CONCRETE , , ,� ,- � ,DITC�LF� FO, TQE O� - - y' -",1' "'� r I SEE SHEET 2A-1 FOR DRAINAGE DETAILS .� . . _ i- � � E JV�E _� � i= — r ^ `� _I � � " �, � � � �� r'" r„���� ����'�`�' SEE SHEET S-1 THRU 5-?? FOR STRUCTURE PLANS i� i��i ��i �illl� �IIII� � III� �I� i i� : � ---- - �, � � � __ � - � __-- ___-__ � � � I � i _L J�L�_ i I i �! I i LL _L_L_I_ _I —L = _ - _ ��I� ii I � �i -- - - - -- - J ii ii _l .- I� - -1 ii! I_ ii- W_ I 98 ��-<< �� � �; � i _ �_�_ �_ � � �_- �_ � - � : �_ ____ �__ � ,__ �. _ -- i I i�� r I--� �-- I--- . ,____ ----- � �_�-;--� �_ --- � �: � � � � � � � � , � � o - � _ _ STA. 15 + 66 - a ' - -,_ � � 0 72 '��_ -I I I� I-- I-i .. I I I I ��a 50V1@5577 2�" CORED SLAB li , I'' I !� � UCOTURE _ I �!� _�-I !--,; i o, SKEW 90 �_ i � i i i i i i i UPSTREAM I� .__ _ i i ii W/ 2 6 CAPS i i S �i ii, i � _,_ _�_�_ �_ _ i,__�_ i __ _ i NO DECK DRAINS REQUIRED i i 78.2 _1_ T_� "_ C � � VC =1�75 �� 65 -,- .. .-._I- i VC = � 1605, oo _�, _i VC=,__ 1� +��46.36 � - 1 o j_ �' � � _ FFE OF 3 a �� I . . . _ K = 168 K = 721 __ _ K = 172 0� UPSTREAM - _ a � �f . � i r� � � � � � I STRUCTURE � � �� � I � _ _ � � _� � +'� + o0 81.3 � ' � � I � I I � � . . . . .—. .. . M � . . . . . . . . . . . . . . . . . . . . . . . . . .,_I —I . . . . . . . . . . . ,. _. II . , . . . ^ �D . . . I I I I 0 0o EXISTING � '-� PROPOSED � i REMOVE --- � �> 0 ROADWAY .—, � � ROADWAY PROPOSED _ Q � EXISTING �i �� u5 GRADE a' "' GRADE BRIDGE BRIDGEG I' I u"' GRADE AY �-�---�- , --- � (+)0.5954 0 _ 0.7298% � � A _ _ _ — — — — —(+J0.1500% - - - - - -�+�0_5954% — — — — -------------- — — — - 0.7298%a (-)0.1500% — — — — — — - � .-ii -+ � � . .... . . �. _ . � � - - ----��. - LOWEST CHORD � . . �- •- � � -____ -- _ �— � — — o -- — �._—_— -- --�— �r^•� � � ----.. � . --- - � — -- : _ NATURAL a 68 NATURAL PROP. 25 YR. — — — — — — `� _ , ... � � i I GROUND x GROUND � � � { { ELEV. = 73.3 � � I r,' � I � EXCAVATE TO I � ' i i LEFT " ,o _ � � �� � C � i_i II -- ��1� ---i � 1. ii NATURAL m LEFT � �� �MINIMUM KEY-1N � �_ � � E�LEV. 72.0� I I � , ! � GROUND i .� w 63 NATURAL PROP.100 YR. � � GROUNp ELEV. = 74.3 OF RIP RAP-3.5 � � CLASS II RIP RAP RIGHT I U RIGHT _ i � � - W/GEOTEXTILE __ �I 1 I (2 FT. THICK) i I i9 I i � I I_ li � / (SLOPE NORMAL o � - TO END BEN� TOTAL APPROXIMATE _ Yl �� � 56 � � � EXCAVATION I- +I�I ^ _ I L ON DATE OF SURVEY CUT OFF -EXISTING l I WATER SURFACE � � [ - � � � -I � � -f I-r-H- � I�-�--� t I � � �i oo � � f : t % i t ,�� -I- _ �I� � � � � _ � THEO f o, I--- I-f I -- ABUTMENT AT 150 CY (+/-) o � i-- -- -- RETICAL ELEV. = 71.3 (5-31-77) -_ � _._ _I ; !. _._ _i_._.__[_.. _. _—.. � ._. $COUR ELEV.72;0 '� NWS ELEV. -71.4 _. . . .. _ _ . . . --- Q100 ^ THF(�RFTI('AI � 12 13 14 15 16 17 18 19 � :I I1 20 � 98 � = 92 � 86 C OO I� 74 - 68 � 63 I-_� 5 6 I N Z � � � = PERMIT DRAWING O SHEET 3 OF 6 30' 0' 30' GRAPHIC SCALE EXTEND MCF CONCRETE - DITCHLINE TO TOE OF o PROPOSED FILL SLOPE /F `w n= a=�c� ,`, o` �O G3 I�� WE�iQ A A �A ��� F DENOTES`� I�L IV� � WETLAN4 _ - \�� ���^- _� ', •� • � • D�,NOTES MEC�(�y I p � �%���� . . • . CLEARING'�\ \ �' �DENOTES TEMPO�Y�\ IMPACTS IN SURFA �VJYI�ER �DENOTES IMPACTS IN�� �� `!' SURFACE WATER \ \ \\` .� \ �\ '�///�/ �� �� \ 1 //�, \. � .�� �� � � j/'✓� OTTER CRE� \ � � ��� � , � 11 \\ Impacts in 1 \ � � � �� ' Surface Waters �� �'. � � � �� � � � 1 \ �`�' �� � - - _ _ _ � Temporary Impacts �� � � , _� - � in Surface Waters � �xis?ird ��w 1 �° �E � _ - - _ --- - �� � - ----�,�`��r� :��r F ��F - - F' J� �/ I I � -_ �� -- ,ti�� ,, �,,. � ,,, , � C � -� � _ _ � _ - � , ti _ _ _ ___ . . � - ��,�- -. - � �� r�R-F/� rH(iRCH RDJ �R iioy r�. i uuN A rv � �.! I I I - i9 �� Fav� n ����A�� a � - - _ =- - ---, - w � - --! - � _F_ _F _F F _ F -_ `\ \ �_ � - - N - -_ � � F exi�ru�a , .�- � - - _ ��`i� � - -e�M_ - ��. . Fill in W�a,����� � � . � END MCF Z:OId�REIE - - - -�_ � ---eiM_---� / � J7 - - - _ � ITCHLII� TO TOE OF � /F � I \ - EXTEND MCF CONCRETE DITCHLINE TO TOE OF ���P�ROPOSED FILL SLOPE � i � � �� '� � �-? � = �—�-�—i� � � � , /��� --`>- .�_ y I � ,;,_ _\ s= \ -� Wi i0D5 � - ��_ -F- F �_� � - � s Mech. Clearing In Wetlands BRIDGE 320067 ROW PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Ha SMITH UFE E�TATL ET AL O SI RUBLIiJE � � ,-r�Iv-w-�r,.ti �`r, t , -� _ --/� c PROJECT REFERENCE NO. SHEET NO. 17BP.4.R.78 4 RrW SHEEf NO. ROADWAY DESIGN HVORAULICS ENGINEER ENGINEER PREL�MIE ARYST PLANS � 1223 Jones Frankl n Rd. m Rale gh, N C 27606 �� ETHERILL ��en5e No F 0377 ENGINEERING Bus. 919 BS1 8077 Faz 919 851 8107 ra.ws�wr�rqr q..wse�wotsp - ewar,�isrAucrurr� [�s�x Pv4i5�1E OESCx - WSiG3 - Q?rSrNR.%Kw OBSEM�ipi Exisrird�� R�w -- - -_------ ----�� Fill in Wetlands %�� i=� r�i� rwFe�.� ��HA�-�E� Ro.� � - _ sR iio� rs. FouNraiN Frc�.� iy.5� F�avE� Ruac�war - �,�----- - -�- - -� -t------- --= - -= /F = � --------- - - - � Exi�rini��� n,�w B�NJAMIN W, �HELTCiNg JRo �-���-r'�ti�-�"'- ,r � _ / /�c h� ,'F ��PRiSPOSED FILL�`LOPE�` �i =r '�` - 1�y- _ � �\ � I r � �- - - �\,- 3 �-�. -���r%--• �� �.--� _ - - - � ;� ,-��� - / /� � _ - `� �_�_ �. _ _---� _ / � / �� ---_ --Wirr3t��-------. `:� O �- _T � - HO RI� J, V6� BE �NI� J� ��-K., �BB,� �wc,r�os� � � � ���� / � /� l `�- - - - - - - - - - `�, - - h` - - - - / : Mech. Clelaring - - - - - - - EXT_FJ�LQ-AAGF-�01�1-�REIE_ - - - - � ' -- - ; � � - - � __; ------ �, ,- - ��,�, �: � --T- .�� - ��� � et� s / / ,��.= ���_��- �. n W a�id �� � �d I F4 TOE q�, �, - - -�` `,1= �-�"-� r� - - �=`�--�-=��:-�%� II � / / / /�/ /�� i - - - - PD�ED_F11L =SLl���'- _-'�'"=�`�,�: � _ OTrEf� CREE�/ / j�y /�� - I �i, � i --- - �� � � � � � .?��'� �/'� � �� I ,/� / / /�� ��� ��,_ � � �r SEE SHEET 2A-1 FOR DRAINAGE DETAILS `- `� !�—��� i%� �� E ��,V�--�- � _- �- - - �_ — � // ' � �j � f' � �'�`�"'�� SEE SHEET S-1 THRU 5-?? FOR STRUCTURE PLANS � l 'l �//�/ � �'-�- � , : �� _ � � _; ,, ,. � ��.�_ �> _ 3 _i� � i_:_� _ __�� �;--- -- ___ i i � i i i i_' i i � i � � � -'--�- '-- -' --' - '----- _. __ - - �_ i i i i L i ! � , ; , , , , i € i i i i i " i i � � � _L � i _ IiLL �-- � - -- - - - - !� ! _-- - - - --- � � (� I_I_ i_ i i I_-_i_ I---- � i Lii J J_L �_l ._! ___1 ii i I ii W_ I = 78 _:_� �-� I i � __i_°_I_�__ �_I _� 1 � �-� . � � �__ �___ ____ __ _____ ____ __ . � _ ___ _____ _______ � i_I_�__� _ ---�-- I-: I : i _ i � � � � � � o � � � _ -_ _ _ _ _ . - _ _ STA 15 + 66 -L- ' , -._,__ - a - - o I I I � I I' �, - SKEW �, 9p I_- -- � , , � � LAG OF _- I. I 1_ _ � C�2 _� � i � ! _ I ii , � ELEV. = 77J9 i ' UPSTREAM } . �- - � � i � �a 50' 1@55' - 21" CORED SLAB i STRUCTURE - � �� ___, I___, i 1 __ l .__ I N I �--- i_ _ i W/ 2' b" C A P S i i - i '__� � _'- _f_I_ �_ _ i I_ � ____ _ _ i 78.2 _� j � K DRAINS REQUIRED "- � � PI = 13+73.65 _ _ PI = 15+66.00 i - PI = 17+42.36 _ T� o pL i_ _ � � EL = 76.90' EL = 78.05' N - EL = 76J6' � _ i � � a O V . , ' I . -I_ �o KC= 168 _,- . .-._I- , I K�= 72160 -�' -- KC-_ 17 pp� � FFE OE� ! - I a _ + �_ - _ + o0 81.3 = � I � ii � _i , i � M� I � STRUCTURE �� I I � . . . —. .. . M • . . . . . , . . . . . . . . .,_I —I . . . . . . I. _. I , . . ^ �D . . . I I I � 0 00 ' EXISTING � r� PROPOSED � I REMOVE --- I ^� I I I> 0 ROADWAY .—, �� ROADWAY PROPOSED _ Q� EXISTING i � � ` GRADE a' "' GRADE BRIDGE BRIDGEG -- � v�i W ROADWAY !-�-- GRADE , _, II I � (+)0.5954% - 0.7298% � 74 � . - - � . .. . (+J0.1500% . . . - - - - - -�+�0_5954% - - - - -------------- - - - - 0.7298%a (-)0.1500% - - - - - - - �1- \ � . . _ _ - -- -� � � - _ _ LOWEST CHORD ... _�- I ^` I I .... �- � � � ` _- -____ -- _ = - - - o-- — �'�— ---------- � — r � -- -- _-- � T a 68 NATURAL PROP. 25 YR. I I � I _, .-,..... i i GRO ND x GROUND ELEV. = 73.3 � � I I�,' � I �I �" � EXCAVATE TO _ i LEFT i. LEFT ELEV.72.0 I I � � _ � � I 1 I C � i_i II _�- �.��1� ---i � 1. ii NATURAL m 63 GROUNp ELEV. - 74.3 MINIMUM KEY-1N �` � CLASS II RIP RAP ' ' ! � GROUND ,- NATURAL PROP. 100 YR. � � � OF RIP RAP-3.5' ! ' RIGHT U RIGHT i� _ � _ W/GEOTEXTILE 1 I (2 FT. THICK) i9 I i � I I_ li � / (SLOPE NORMAL o � - TO END BEN� TOTAL APPROXIMATE _ �� � 56 I- l. �- - `- l: __ WATER SURFACE ' CUT OFF EXISTING I � _ I I I o I- �� I�f I i--- h ---I��f-� �`-I ._�. i I Q100 ' ON DATE OF SURVE � ABUTMENT AT E50ACYTION ,- i Yi �j I: _: THEORETICAL ELEV. - 71.3 (5-31- , - ,� _ _ � .-.._i_._��I-..� _. �-.. � ELEV.72;0 _. _ � ,. : ; _. � � � �-_'__ _I _ '_ __ i $COUR NWS ELEV. =71.4 Q100 � -o � THF(�RFTIC'AI ��� 12 13 14 15 16 17 18 19 �: :I I1 �� _�_��� _�_�� : ..... .... .... .... .... .... .... .... .... .... ...� .... .... .... .... .... .... ...� .... .... .... . .. .... ... ...� .. ......... ......... ... , PROI.REFERENCE NO. SHEET NO. , _ _ _ _ _ _ _ _ i7 ��7� 1 7BP. 4. R. 78 X-2 � , _ _ - 75 --- 70 -- 65 -- -60---- 55-- 5�U - 5 ---4.0 --- 35---- o--- - :5-- --20 ---1 ---1 - ---- -_-__ - - _1 _-1 ---O ---- 5 __. 30 - 35- _ ---- 5- - 50 55 60 65 70 75 _ _ --�� � � � '-- - - - -- - - ---- --- I �� ��� -_ _ _ _ � � i__- i � _ _ __ � 3 2 � � � � �� � `� � -i b ��. � 2� �i�. �u� �� � _ul. � �— - - — I i� � _�_ �- �� � � � � � _ �_�� � - L,,� � — _=_ �� _ -1= � __ _ -- BRIDGE #320067 . T , � � � � � �� � � - — � _ �.. � � _. � � i_..� i � i:i `,,_ ��� .,: , i. � � � �:i i �' ;_ ' ' �� I �� I� � I �� �� I�=1 b� 1= k� . I�_�_� �- k, . � a �� I� I-� -d I��F� k r, � � � I-: �I k I.� I�� I �� �� I ��,, , � _ -- — — _rt _ _ __ i - i _ - i i _ _ _ = _= �--_ , , , , �� i i , � " i i i i� i i ==' -� i� ;-: �� i �- ii��� � i �- i_ i i C ; �. �. � : � � : _ , � . ; � _ _ ; ; ; � ; . � �: � ±±_ �. . � � � � � � � � � � ; � � .� .� '�, PE RMIT D RAW I N G . �rk i i � i i- -: , 1 �. 1 ''_ ;- iii �:: .-_� ___ kr � � i i: , i i i' ,� :. :. �! � �! � � _' SHEET 4 OF 6 a5 �I4 � I� �,+ ,, �� ��; I� ��: I�_ �_; , t1 kr t� k��F 4J: :;;� �: : I i� I I I �� I !��� ;I i�� i, _ � ,I 85 ��,.. � , :, _ ; , _ � _. _ ; ; : . �� _ . , � ��� _. � I i. 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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) 14+65/17+g6 ROADWAY 0.01 0.03 14+88/16+44 BRIDGE < 0.01 0.01 < 0.01 < 0.01 14 19 TOTALS*: 0.01 0.04 < 0.01 < 0.01 14 19 0 *Rounded totals are sum of actual impacts NOTES: *Perm Fill in wetlands = 334 sq ft. *Perm SW impacts = 30 sq ft. *Temp SW impacts = 43 sq ft. �