The URL can be used to link to this page

Home My WebLink About20180117 Ver 1_B4789_Permit Drawings_20170913_20180125k li�%I l�t'�n' North Carolina Department of Transportation , Slill"ll]iYd[Pf Highway Stormwater Program ' _�. STORMWATER MANAGEMENT PLAN ��••-= ��r (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 38559.1.2 TIP No.: B-4789 County(ies): Pitt Page 1 of 1 General Project Information WBS Element: 38559.12 TIP Number: B-4789 Project Type: Bridge Replacement Date: 9/6/2017 NCDOT Contact: Galen Cail Contractor / Designer: James Rice Address: 1000 Birch Ridge Dr. Address: 555 Fayetteville St., Suite 300 Raleigh, NC 27610 Raleigh, NC 27601 Phone:919-707-6711 Phone:919-232-6621 Email: cail ncdot. ov Email: 'ames.rice hdrinc.com Cit ITown: Bethel County(ies): Pitt River Basin(s): Tar-Pamlico CAMA County? No Wetlands within Project Limits? No Pro'ect Description Project Length (lin. miles or feet): 0.07 mi Surrounding Land Use: Rural/Agricultural Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.3 ac. 0.3 ac. Typical Cross Section Description: 2 lane road: (2) 10 foot travel lanes with 3 foot paved shoulders - Total width of 26' 2 lane road: (2) 10 foot travel lanes - Total with of 20' Annual Avg Daily Traffic (veh/hr/day): Design/Future: 80 Year: 2040 Existing: 40 Year: 2013 General Project Narrative: The bridge on Alpine Taylor Road (SR 1424) is being replaced. The existing 50' long bridge will be replaced with a 2 span cored slab bridge with an overall length of 85 feet. (Description of Minimization of Water Impacts were minimized to the surrounding area by maintaining existing drainage ditches where feasible. Deck drains will not be required for the proposed bridge; bridge deck Quality Impacts) drainage will be collected off the bridge and discharged outside of the buffer area. Reworked driveways will be constructed of earthen material limiting the addition of impervious area to the project site. Waterbody Information Surface Water Body (1): Grindle Creek NCDWR Stream Index No.: 28-100 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: Impairments: pH 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? N/A 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) � � � _ � � � � 0 m :+»` ., � V W O � � � � • � � V � � O V See Sheet 1A-9 for Index of Sheets See Sheet 18 for Sheet Symbology �� DETOUR WETLAN D AN D STREAM IMPACTS PERMIT DRAWING SHEET OF CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II THERE IS NO CONTROL OF ACCESS ON THIS PROJECT �� PITT CO U1�TY LOCATI011I: BRIDGE OVER GRI11lDLE CREEK 011t SR 1424 TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING, A111D STRUCTURE TO SR /425 ------ � B --- END TIP PROJECT B-4789 -L- STA. 15 + 90.00 BEGIN CONSTRUCTION —Dl— STA. 10 + 35.00 END BRIDGE —L— STA. 14 + 40.00 BEGIN BRIDGE � —L— STA. 13 + 55.00 /' �" � , � i � _�_ / �' � � �� '� �S / � � � � i� END CONSTRUCTION i� —D2— STA. 11 + 65.00 BEGIN TIP PROJECT B-4789 -L- STA. 12 + 2 0.00 sT�T Pao,.No. 38559.1.2 ---- T�— —�_-- --� SR 1424 IALPINE-TAYLOR RDJ 20'GRAVEL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PRO ECT LENGTH Prepored in tl� Office of: HYDRAULICS ENGINEER Dlvisiolv OF HIGHWAYS J HDR Engineering, Inc. of the Carolinas STATE OF NORTH CAROLINA ADT 2013 = 40 �� 555 Fayetteville St., Suite 900 Raleigh, NC 27601 so 2s o so ioo ADT 2040 = 80 N.C.B.E.L.S. License Number: F-0116 � o� �10"�p� Q K= 0 0�o LENGTH ROADWAY TIP PROJECT B-4789 = 0.054 MILES zoiz szaxnnxn snsciFrcarioxs �Q �`�'o � o PLANS p_ � o�o PHILLIP E. ROGERS, P.E. ��. o D LENGTH STRUCTURES TIP PROJECT B-4789 = 0.016 MILES rao�scr ENcrxeEx sicNarunE: � 50 25 0 50 l00 T- p o�o RIGHT OF WAY DATE: � o V= 50 MPH TOTAL LENGTH TIP PROJECT B-4789 = 0.070 MILES AUGUST 31, 2017 ROADWAY DESIGN ANTHONY G. THOMPSON. P.E. ENGINEER PROFILE (HORIZONTAL) (TTST=O% + DUAL=O%) reo�EcrnEsrcx E�vcrxEErs �� o��`� �� 4G��a��Q 5 2.5 0 5 10 FUNC CLASS = LETTING DATE: HON YEUNG, P.E. LOCAL RURAL MARCH 28, 2018 PROFILE (VERTICAL) SUBREGIONAL TIER NCDOT CONTACT P.E. S7GNAT[IRE: � Z 0 � > � � R � DENOTES TEMPORARY IMPACTS IN SURFACE WATER PROIECT REFERENCE NO. SHEET NO. B-4789 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��' �' �d.i�� DO NOT USE FOR f W qCQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Sm�e 900 Raleigh, N.0 27601 N.C.B.E.L.S. License Number: F-0116 att antti � rvrc I'KVrILtJ � Z 0 � > � � R � DENOTES TEMPORARY IMPACTS IN SURFACE WATER PROIECT REFERENCE NO. SHEET NO. B-4789 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��' �' �d.i�� DO NOT USE FOR f W qCQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Sm�e 900 Raleigh, N.0 27601 N.C.B.E.L.S. License Number: F-0116 att antti � rvrc I'KVrILtJ � � � m � � � � �� m PROJECT REFERENCE NO. SHEET NO. B-4789 5 ROA�WAY DESIGN HYDRAULICS � � � � � � ENGINEER ENGWEER . .. ....... ....... ..... . . . . . ... . . .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 �. '.. .. . .� ' I i I I I�.� . I 1 r . : . . . . . ,. ,. . : . . � . . . - . : . . . . .. . " ' � ... � .�rl I �"I . . ..� 1.�'. _t_.. , . .. . .. . .. ' .. . .. .. . � �. . � ' � . . . . i i : �: : � . . � � il li i i. . i � . I�. � � . I�..�i i i i i �i i i i�..�i i � i� �i i � i � i II I �� i i � i� �i i .... i . i � . . . . �. . . . . . . . . . _. ...�. ..__ . . . � . . . fi' ' �. .... .. :�.� I. I.I .,...... . . . . . .�.�.�,��,I I � ii � , .. .. :. :. :, �; � �..�...� ..��.�..� .� ,.�., �,�,. . . . . 9O i ' ; : BRIDGE HYDRAULIC DATA � �� '� '� � � i � � � i � ii �� , ,i ��- i tr i_ OESIGN DISCHAf7GE = 1815 Cf5 i i I I� �� - - - OESIGN FREOUENC/ = 25 YRi I�� i I I� I I i- t r T r , rr 7 ? fir � � i tr i i i, i- i,r �I--�� .. . I I I, � `i- �- I- - r -i � i I- � _ �-_,� � oes�cp rqV E�vanoN = a2z Fr Pl = 12+7QA0 , � � , Pl = 14+00.00 �, ' , �, �, PI = 15+40.Q(3 �=� '- _ ; ��-' -�- �- -' ' -' ' BASE DISCNAHGE = 2777 C£5 ' _'. 1 ' ��-' 'I''I�': 1. ' ' l; �` . � .. �� BasE FREavENcr = roo rRS EL = 4/.47' � . �� 1 EL = 49J0' �1 i �, �1 i �i � EL = 4121' ,�{ F 1�� { `! HO t� h- � �- -i � i� � t t t - t t- � t�� -- - -� t - �-t 7-i-i-' DOCUMENT NOT CONSIDERED FINAL �- BASE H{y ELEVAT10N = 427 FT __ � K=.39 �� K= S8 - �� UNLESS ALL SIGNATURES COMPLETED � � � OVERTOPPING DISCHAl7GE - 84/ CF$ K - �� -t OVERTOPPdyG FREOUEHCY= -5 YRS �C 100� I I i VC = I6O� I/ VC = IOO� I/ OVERTOPPiNG ELEVAT�ON ='�09 FT OS = 50 MPH � I I ! DS = 35 ry�PH �5 = 35 ry�PH �1� HDR Engineering, Inc. of the Carolinas : _ , J 555 Fayefle�ille St, Smte 900 Raleigh, N.0 27601 7� _;; _;,..... ;. _ � N.C.B.E.L.S. License Number. F-0116 .-.. --.. ..� DATE OF SURVEY = 03/03/200 .. .. .. . . .. .. I �S.ECEVAnON END BRIDGE i T DATf OF SUt7VEY ' jj FT BEGIIy BRIDGE -L- STA,14+40.00 60 , -L- STA.13+55.00 EL. = 43.OT ' BEGIN GRADE EL. = 43.03' BEGI APP. SLAB I I I I I; f -F -:� l-= i.. i.- 6 0 -- _ i� _ i �� i f i. i f i_i� �. � -L- ST �2+20.00 -L- STAl4+5/.00+/- � �- _ : . � _ � BEGIN APP. SLAB EL. = 92.94' � Y � � � � - I � R �� ,-r t � r� EL. = 9093' , i r , ,, i,, i i r �_ _ -L- STA.13+44.00+/- - r- r r � r- _ : : � i �. . . L- STA 14+94.33 - _ , ; � i. � � _ �- 1 EL. = 42.85 E D GRADE , � � �-' , , ; . �' I � ' . � _: 50 ' � : � -DI- STA.Il+3597 � : , . , ___ __ 50 _. -D2- STAIO+OOAO L- STA.15+90.00 - - - 50 - - - - I -:- _ i - _ _ r _ - PROPOSED EL. = 41.04' - _ -�- - - � - -- - - - - - --T _ � �- : [-:- - -_ --- -- -- - GRADE - --- -- - -- -- �- - I � _ - r ' r -- _ �� 1 L- - - _ �i �L= -_�-� L- 1��-- 40 -- -- 40 --- ------ r+�2A2 �% ----- r-�.osq3i ------------ - - - -- -T � �- � �-- - 40 __ _ (+ .0800% I f-X3.3 0% _ � � � _ - _- _:- i . _ _. . NyVSEI ' ' '_ '- � __ � _ -..- �. '_ _ __ _' I ___ ____ EL�33.0/ ' - _ ' '_ ' -'_ '_ __�. C -L- _.L:_ _ -_ . �. �. . ♦ . . ��. _ �� . 30 =- - __ - _- - -� ' 'l J �_' _-- __- _ - - - -_ =T- - - _- =-T _ � �- :�--- : 30 - - -�-- 3O EXISTING GROUND i.s:i s�ove i. -_ - -- _. _._ - - � NORMALTO CAP (TYP.) . . . _-�. -- -- I- anss uaiP anP �rvr.� [;', BM tt10 ELEVAT I ON = 42.69' - = - > -- _-� C L- C-- -: � _ . � �_ -- - -. . ._-_ �>.: . -_ _. .- . . . - - T -rr- : Tr_T.= C r- � C--: _:- � 2O E5T19ACYON R/RSSP I KE5PP4700129' L T - -- -- _ _: -_- . __ �_. __ - 20 = - -- . .� r�- � T_ r --_rr � ��'- - - � 20 --- -- ' - ----- - _ _ � --- --- ----- ' ' ----- ' - � � 1 O SEE SHEET 4 FOR -L- PLAN � 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 Z 0 N. . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . � .... .I.... ..:.. . ...I . .... . . . .. . .. ... :...... ..:.... --. _. . - , „ �.. „ �.,,! . ! . _, ,.. .. 1...... .:..... .I... .. . . .. .... .... .. _ . _ .. . _ ,... W .___._ __.- I . .. . .�i _ _ . . __ . __ . __ __ -. 1 rr � �_ 1-rr � � 111..� r � � �111-rr-��_� . -r_�-� 11 rr .. .:. . . . . . . ... .: dr .-_. . . ._ _._ . ._.__ __._. . .__ _ . __. .�_.. . __. .__. . .� _. . ._ __._. . _ _ . . ._ _ !,. . .. � . .. .. ... . � - � I_�- 11 rrl_�_�. _ .__._'_. �- '_'. _ _ __ ___. . _ ..__ '.__ _ . '-_ _ _ _ .__ _____ _ � r-' _ . . _"'- - -� _- ------ -------1 L.--1-- - -------1-L--- - --�--. L.-�--�-- -�-------i17_CG_I_I_i 7::CG_I_I_i17__L_I_I_i77_CL_IJ . _L_I_I i77 CCi_I__i17_CLi-I-I-� ---�-- --�--.__�_L:----.�L:-. _.�L:---- ----�= -- ' ----�L.-�--�-- �-� =-- � -=---1-C------L�-- � '. tr ' � " �7-'r ' . ... _ � .yt. �' .yrt. '� .. - �-r 1- ' 7-r 1-F rt 7-r �-r � _ - 7-r �-r '1 �-r 7-r ---- ---- -- -- ---- - ------ ------ ------ r ------- -------i r--i r--i r--i -- - ---i r--i r--i - --, -- -- ' - -- - - -- -- '------ -._____.._. .__�--- ----- ._..._.------- .... . _ .. ._.. ___:�7 C�.IJ_:. 7::C�.I I_:�S- �.I I.�7:_CC_I_ . _L_I_I.�7_CG_I_ .�7:CG_IJ.. __.-_:. -.--- ..-,----- -�--. ---- -�---� �-- -- --:: __._. ..:=- ::=--� ::=--' -----._. . __:_�- .:=- -- --_.<.L..__ _�:C=:-_ ---- '- ------. . ---- ---------- -- . . d��_�u._i_i_! �_�u._i_i_!��__u._i_i_!��_��_i.. . _�_i_i_!��_�u._i_d��_�u.-i-i-' =--... . _----=--= --=----=- -=--- =---= ---L-- ---�-- ---- - --- -_--.��_ ._.._._. ._:. .------------ =- '�� rr, i_i-�i �-rr, i i_��. r, i i_i ��. ��-i�_�, � �_�_i-i ��. �ri_� � ' - - - --- ' - - - .__. . . _ _. � � --1-L_----- .-��-17 CG_I_I_I 7::CG_I_I_i71 G_I_I_i�7: CC _I_ �. _C _LI �77 _CCi_I- i�7 _CCi-I-17 iL - �. _�--- � -�. _�-� .- ' --�L= :-3L-. _�L-. :- ii-. :- ---1-C-- r--- -- -- ' --- ' - -_ . _1 L.--1-L -' -- -�-- � . . . ._ � = :-. � _.-1 _L.__ _ , � =k`�= �k�=k�+ k�=k��k �_ : k �=k��k� =��k`�= � -- _-_._ _ - - - - -._ - -_ __- -- - -- - - - - - - -- - -- ___ t BEGIA/ GRADE ` _ _ - �_ .- . , _-- ' - - _ _ ;;. r i i �, �r {_ r iz „rri- „rr i-i- - _ __ BEGI GR E --- - � _ _ , _. -DI- ST l0 35A0 -D2- STA. lO+10.00 = - - - '--_._- -- ��:= 1 L:- - -- 1 L ' . . '�_I7 I I I '�7.CI I . L _I_I i77 CG_I_ i�7 CLi I_Li iL. - ..-- -- - =-� �L- - - 1 L�--_ . EL.= 4L50' � � � �- � � -L- STA14+9429 �l0'RT! -- -- � 60 -_- - _- - I -: - - _ - - - - i- 60 60 ki=� ��_ � ��=r' - - .- E�. = 4�.95� -- - - _ �. _ -= 60 __ _:- I E D GRADE I i i-� ��r '- � - -- - --- i-i �� -i- �� i _ : __ I _ _ -L- STA./4+9436 (IO'LTl i_ ki-�� - �� -I-� - E D GRADE -- - � - -- 50 - -- �,-- -_ --. - -- EDI- 4/ 5//+25.97 - I 50 50 _ I 1-1 I�I " 1- I�I 1-1 -rr _. E02- 41J3' //+65A0 Tr- Tr- --_� ��---- -- - -- -- -- -- - - - --- - -- PRQP6SED � _� _�_� �� _ ��_�_ �� _ ��_�_�_� _ PRpPOSED -- -- � _ 50 _- GRADE � _��-��k� ��k�-� - GRADE � -r 7-r � 7 � 7-r - ---- _ - - - - � ,-_ � ,-_ , - � ---- -- .-_.. . �-L:=..._�_ L:=._�_..-_ ...__:.-._:. _-:_:_-. ..,_�,_.J_ � ._ �_L_C . _L_0.�7_CG_I- .�7:CG_I1.. -. . . - . ; �i- ; k _: „ , - = i i i � i i �_� ' � � ' - , � � i - (-J13.5324% -; ' ; Cr - : 40 -L_ 1 t� � 1 L_, ��1 �- � � - - �t�o.4988% (+12.ov60% � � �_� � � 40 40 - i i__ i {� }L i_ i-: �-- � � �_ � �-- '-- �1 �--�� r`__ �-�I-�-1� f" t�� -.F_'_ 7 r. '__7- . �_i i I-t � I.' __�_ ��.�__ I i ��_�___� _. `r SPECIAL NTl -_' � r_ -TI i__tTl_ . 4O Ll �. �w �LLL� -i .._1_L__ �1__. , ` �_� I -_ I � � � - �� - � _ ii��. 92��(�0.31% �.�� -_� _� _ - �r�--i_ _ � �� _.�� i__ � � L i-_� � � i � Lw� �� -�� 30 -�r ��i-r-i� �i-r-i� r,--i� r 1��r-i- ��r-i--i� Fr-i- k � 30 30 r-�-� i i- i� k' --� EXISTIIyG GROUND <- 11+ 30 _ _ _: -- - •- I� : EXISTII�G GROUA/D I t_-t o o _ i I'ri-i i -ni i i,i- . .i - .� ._._. .i � . � .._: .i ..� . � � N O 0 . . . . � - i i-i - ; _i_ � �.i_:� �: - - ��, - - �- ; i �� - J � i � � !- ro m o o _'- I . .� i � . �� :- � � I � o M ± � -��- ��- , � � -� =�- 1 L_� � w L� _1 _ � �__ � �� ___ � w� � � w� � L� _ - � _L� L`. � - -- � - �-- � �--- �L�, , �� , �,-�� -,--i�`� -,--i� �r �k�-, � ��-,--�� --Y--�� -- � �- � � k �--- �r;-� ; � � w � w 2 O � �-r,� i_ i � ,-,-� ; _. *-fi _ 2 O Z O _ � � _ � � _-� -,-�- � N W a _ '-'�� _ _ _ _ 2 O . _.�.� _. �._.r.�. . � ._. _ _. -- � - - - � :: �. :� -� . _ � � �-r r• � � � . . _ � -- � - r . . � . , r. f T r ='rr r �� __ __ __ � � _ 7, t Fr-r-, �r-�-, „i i F J N J _. -i . . i . .. . . . .. . ..�.� . _i. i . . - ._ I_._._.._. .. _._.. .._.. _. .. ._._._..�. ._._ I . .. . W i i i �.. _ � .� ...-.�.._'._�._�.- .'_ _'_. ._.__.___._ I.___.'_._ J.-.�.._._ _.__'_.'"�__�._.'._ ____......__�..._-._.�.�I._I___I...._I___I_.�.._I___I_....__.. ..___I ..._I__ ..._I__. ..._,_...__� .._i . . .. . . .-.-_�_ ._._ -i :.i-I_ :-_.L _..�; __ _ J...____ . ..-L_ . 1��._ .... .. . I .. I LI_._! _.L._...J� LL..._._ �_ ..J.1�L.__�_.� L �___�. �.__�_.�. � I. I . I. I I. .I .. I .. . � � � � �_k � � � � � �, _ � �- � _,__ � �� L�-,__ , �_�_ .. � , - � . _1_ _�- . _1-- - _1_L- -1-L��_ _ � __ . . � . � _. ��L� . .�L_ �_�_ . . . � _: . .-1 � _�__ �L�_._ 1 "�1 _��_ � _ .�1_��_ � ;�;_ �"� L"_-_ _ ,� --� __� _ � 1__ �-- �r -i � k i===i i=--i � i===i - _= i i= i�-k i===i rr-� �=, +�r-�-;;; -, '- .=i�r-� ,�i-� i Ttr-� i�; --„-r - r-�- -�r � +-�-+� �r �-+� r -�- i� rr 1 r-i- �-�r-i- t �r-� - �- i -r- i i i-i - i i i i i i-- i r--t -r�� - ---- 10 �; a_ � a - �� - _ �� :_� _� _-� � � � 10 10 - � � - � � - _ � _ -: . , 10 . _ L_._' ._ 1_LL_I_I1_ _L_._I_I.1_.L _._I 11_.L._._ .J1_L.L . . _I.1_LL._ _I_�. �_I_I-I_I. . � LI-I_I_�. ,. � I_I-I_I. . . �_ _I� � � I I -. I-I_ . I. � . . ; . . . . . . �_ _�_� I . . .I__ I . .�_� _._.' . . . ._ _ __-- . . .J_1. __._' __I__ I � � _ � I . I � - � � � � � : �r ��i-�--i� rr �--i� r-�--i� r 1�i- i--i�r t-� i i i i� i i - i i �� k i--i rr �� ,' r �T i---rr-r -*-r-r� � t t t � i t t t-- �� r t--t -r� o _�_ �-r�,�i ---_� �� L �: � i i i ��. i i o o - i �- � �� i- i � �; _. PERMIT DRAWING o _�r �_�� rr:,� _,-�� r. -�� . _ , - � � � � �---� r _ SHEET _ OF _ - - � i7 �� _ � =1=1 � � r-1= �:� �-�_� ; � - - SEE SHEET 4 FOR -Dl- PLAN SEE SHEET 4 FOR -D2- PLAN 10+00 11+00 12+00 10+00 11+00 12+00 13+00 WETLAND AND SURACE 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 13+85 to 14+20 BRIDGE 0.01 28 TOTALS*: 0.01 0 28 0 *Rounded totals are sum of actual impacts NOTES: 2016 09 09