Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
20181404 Ver 1_17BP.2.R.88_hyd_Permit drawings (2)_20181015
� � r,��t l A F�_�r i„d:'t 7-nf �,,,-. ,�.�. �nc�r �r f��� �y�toi �y �n �et VICI11177'Y MAP ^� OFFSITE DETOUR 5�'sE��'1� ��I�° �i ���� II---1� (�'s'� I ' c�Iel�� � �^� , 1T���'�������,� �1T�' lI���II����`1y� BEA UF�RT CO U1�TY LOCATI011t: REPLACE BRIDGE N0.135 OVER ROWLAND CREEK ON SR 1742 (POST ROAD) TYPE OF WORK: GRADI11lG, DRAIIVAGE, PAVING A111D STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT � ., ; N�� NP 2p1 E TO SR 1741 NOTES: 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. � � TO SR 1528 DOCUMENT NOT CONSIOEREO FINAL UNLE55 ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepa�ed In tl� Offlce of: HYDRAULICS ENGINEER �INTB HNTB NORTH CAROLINA, P C. ADT 2015 = 360 RaleighS1NorthkCaRoltlnaS2760gz00 NC L3CensB No: 0-1554 (��\ 50 25 0 50 100 ,��� u�� �� ADT 2035 = 720 ;,� �� ���� K = � 0 p�0 2018 ST.9NDARD SPECIFIGATIONS !��`?� ��Q' PLANS LENGTH OF ROADWAY PROJECT 176P.2.R.88 — 0.130 MILES =� G D= 60 % DOUGLAS M. WHEATLEY, PE es. � � SfGhfITURE: `nm PROJEf.Y' ENGINEER �_- 50 25 0 50 100 T= 4 %* LENGTH OF STRUCTURE PROJECT 17BP.2.R.88 = 0.013 MILES RIGHT OF WAY DATE: � g ROADWAY DESIGN �ti-" �� " V= 60 MPH JUNE 29, 2018 ROY H. TELLIER, PE ENGINEER ��� 1��� PROFILE HORIZONTAL � �� � ) * TTST =1% DUAL 3% TOTAL LENGTH OF PROJECT 17BP.2.R.88 = 0.143 MILES rno�EcrnEsicxexcrxEee �a��������;� 10 5 0 10 20 FUNC CLASS = LETTING DATE: LOCAL JANUARY 9, 2019 HEATHER C. LANE, PE PROFILE (VERTICAL) SUB—REGIONAL TIER xcDor coxzncr PE S7GNATU7tE: i i �`- ���� nNre NOPTH cnRo�inn, a.C. PROJECT REFERENCE NO. SHEET NO. ' `� WETLAN D& STREAM IMPACTS 343 E S�x Forks floa�. S��ze zoo aaie�qn, No�tn ca�oi��a z�sos 17BP.2.R.88 4 �� NC �icen5e Mo: C-1554 I 2O fLW SHEEf NO. i�g�/� �A lS . ROADNGINDRSIGN HENGINEERS I 7Y BEGIN + � O wG(liJ - � O T DECK �laTii CREEI: rARMS.�. �'�..` � . g�u. F.L �� `�.I?!d; W3 \ r . - OB iBGB PG 467 W� �8 i868 PG 114 I \�+ ,Rper E,�„T EXCAVATION IN WETLANDS = 0.00 Ac /0 SF � EXCAVATION IN WETLANDS = 0.00 Ac /0 SF ` 1 l oe 3�z Pc �o� FILL IN WETLANDS = 0.00 Ac /0.00 SF o FILL IN WETLANDS = 0.00 Ac /0 SF i5`D � � i' , � � � ��� � ����'o ��-,l -� � � i a' � � �� - _ � + � �� - - � - WOifJ L 1 1 .4 ..- � � Y � � �, 4 _ ._ .. � __. i' _l..- .. _ _ ___ o C ELEV 3J' �� , ) _--1 � � �. .#: -i.._y 1.. ;�, . L7t TO ` � 1 N _ I .J ..r �, . - - _ 1 �e - 1 � 1 ��I I LASS "II" RIPRAP s-. ' ' �- _ Y, � � i �: _ � � � w � , � i � � .�� � � H�=- H. �nm*�� �p �,�i� � � s 1� � -----_ �_, �_� �� � ( , I� I RETAIN � E E i /F �� �� I .� i a i � �_-- - RETAIN - _ _ _ � : - - _ . 'Fa�., ��' �,_ �- . .. , �.. . :, f `, -------� --- ic 'c F RETAIM F _ _ _ -- � _ _. - � - _ _.._ _ . . _ . . _ . . y'� R�TAI[l. _ � �' - �. Cq sErnw • - :-- -�E_ ' - E-�� -� � \��- F�PC � y I - � � � i-_ _ _.. __ �` � .�e :i�. . - ': � � 1. -� _ _ _- �y � � � EXCAtiATION 6S� � i � Ir \�- i LLIMIT �NP.) i-� I7BP.2.R.88 � ' � � E � �' , �� � � ; � O I 1 i I I�i �, � � I 1 i ,�; �-�o. � �,s � 1/ � �/ l I W2 � I �l EXCAVATION IN WETLANDS = 0.00 Ac /0 SF j FILL IN WETLANDS = 0.00 Ac /0 SF \ � NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS. _ _ -P� -. _- _-_-_ F -- - C f \ . 75" RCP-III � }'�� . �� ' k i i .... 4 � - 1 I 1 1 ; �L � t'� � � SPECIAL L47.�V' DITCM '- 1 �� I �' i$EE DETAII 1 -} CLASS 'B'.�RIP-RAP 1. 3�- ` ES'f.2 TONS � '� EST.73VGF _� f O � � i � W4 EXCAVATION IN WETLANDS = 0.00 Ac /0 SF FILL IN WETLANDS = 0.00 Ac /0 SF r�_ .� T�= _ . 17 -IT -li � - � -i �r� -�T� . . . _ __ rr r -�T � I- 1�T 1- T 1� 1 _. . _ T'�_T -- �� - _�-i = - . z�: ----�� - ��-: �1�: _:� �: :�1 '� �� _� BEGIN GRApE � r� - r = _ -L- STA 10+75.00 ,�T ��T � T �� _ _�-r � � � � - . __ - : _ ELEV. = 7.96 - - - - - . - - . _ _. .-- - ---- - - - - - . __ ,-', _ _� -�T, _�_�� : - . . . . _ _ �-;y�r. '�T-=- � ;7_�. _� � :- : . . . . � r-_:_-: �� _ - -- - PI = 17 + 65 00 'T , - - ; '��'' _ 2O L�. . - - -� = L_ .�1�-. �1�. .� �. .�1 � EL = 7.43' ' - � ,_ _'_ . ,; r� -- -r_ VC = 180' - I --i�T--� ��T �- t--r�� . � ��i - - - K = 633 � =- - - -- - - - ---- i i ,_ _ i . . .i - ,., ..... ,.__ _ ...,. ....i .. -LC . --_ V = 80 MPH + � 0 _ -r�- --- : �'- �--�-- (-)0.5889% �-)0.3046% �_ � _ __.,_ �___--s._�.e.,_�.s�_._. � 2- _ i � _ ._. .. . __ 0 1=-►' i-. ; ;_..; , , ; ,. �__, � . :_-: � ��, . , � . . . _ _ - , , � � � � �._ �_,_� �_. . __. � � : . _ ._ � � . _ . � :_ � _ . . ; _ _ � _ _ =:=i i _ i= -10 �_: . - - , .. _ W r-�-i i-� i � � �� � �- ��-�� - --�- ��--� : ��1 10+00 WS EL= -0.3' SURVEY 12-27-2017 x, MATERIAL TO BE REMOVED .�> DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 2 OF 7 END PROIECT 17BP.2.R.88 Ir STA 18 + 30.00 SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT NTS TI � _-T�_ r .-' �' .� r~_. . �-_- �' _- � ! - � _��-_' �T � Tr -TT _. -:T I .. � _ " 1� --_ 1� -1� _ _ T- 1i � -� - '. _ ' _ gM :,_ � iS--. - - .�7 , -.--.�7- --�5'-.-- =S: RR SPIKE SET IN 36' TWIN PINE TT� i� - - �� � `�� - � - - END GRADE -L- STA 14 -�.� 65.54, 71.60' RT _- - - -- -- -L- STA 18+30.00 ELEV. = 3.74' _ - :: _ - _ --__ - ELEV. = 6.15 -- --- ---- - ---- -- -- --- - L " �L PI = 17+40.00 \ T ' ---rr: - ' - -- EL = 5.68' -- _ VC = 180' - - K = 217 L ' -�L_- : . . . . L - _ V = 77 MPH f ; 10.5239 % �__ ____d �r_,_.. -------�+)IJ547% ------- - BEGIN SPECIAL END SPECIAL LAT. 'V' DITCH RT LAT. 'V' DITCH RT PI = 15+17.50 PI = 16+50.00 - ' EI = 1.46 EI = 2.99 �. �-t�-� -�-� � � 1� _ � �� �_ �. � � �. .. ��_ �_ ��. �. 1 _�_ �, � � _� �, � �_�_�. � �_�_�_ LL � 1_ � _1 L: ._ _,J . . . ._1 L1, l� � - � � � _� _•�fl-�: �+�w � �-;-��.+. '.. i� �_L._ _��.f� : i -'_��'�- ��'�- -i i I�I i I � i iI r• i i i i i _ '�- -i I=i-� a��=u i ��-1-� ;=i-� L -- � �i--i-i_ �u-�- �� � � F �� � i+�i_, � �� �, al+ _�_ �1, i �l+ i--i-� , �. i� �_ � ��i- -�_� I-1=i-- �� i =i� I � I-I- � _I-I- .. i-1-i �-i: �i-I I=� � I=1- � I=1- -;-I-I -'= L - _ � -'-'- ;_��rI�.C!� i. i_ _i.l .i. i_i__i � i. i__L L i_i-i � L L_i . i.i I i. .. i. i i i_ . i" � i i- i�l i i_ i.. ._i i_ i _I i i _i1_ i_ i L, .� _I. . i-i�� , i1 L; ._1+� � �� . . . . . � -.. j . � �, . �_ - �. � _ t-- . . 1 . - -1-7-�-t-F-1 . 1-. . . � . -r-h t - _ Y _,, .,�, .�.. .... . . .. '. �,�. .� � ; : i_�i__ia �i :_i_._i. j �i . u_i. � .i . u_i. .� _i _i�_i. .f �i . ; _i. _�. .j _i . i_._i. _� i . i_ i. _f.�i : i _f.�.i . i i .f �.i_. i_ i .� _�,_.. i� {. '�i_. i� j : � {. i �i i :�� 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 i _ .�u . ....L�. . -_�_i�.-1i -_� 7- -- �7 � __- i7 _ :�7-. _ i7=: ..,- -� .. �� � .-� "- ' ��- . �--' -I� -'- �1. .'_ � .;: .i�--: i '-. _ ,- -- �r� r r�_`-r � �� ��--. I . .._ - _ - _ ' _ -_ �-- -' _ ' _ . _ _ i_:�L�:_ . ' L�. . i7-_ _ .�7 _ __.�7- . _ . -S. ___ ..�- ._ ..... �_ _ -__ u-- - - i -_ _ u � -'-_- �---.-�_: .._ -_. .- u_. _ ---- � - __ __ . -: , �___�_ ---' �-- ���' _.. �I I�1-�� � - , �__, ,_� _,. _ _ � _ . _ ,_�. . __ -� � ,� -I _ i : _ �_'Y : ' I I ' ' I _ I :T' :�, ,: .._ i ._ i �_� � � � _� . ' ,. � _� �-�_�_�1_,_ _ :�-µw _, -� � - �w� - r- _, r- r r- -�r--r--r-�- , II� �: �� l i 't ':�. -',. � � ���1_.. �.�_l. __i � __ _� �. ';�-',-i L ---'f�. : �-}+�_i- _Lw�.�l- �--- � �� � � � �_ � �� - � _ . i .l i '_1 i_i ...,. i .. iii i.l _ i i.u.: � : � u � .-iL u_ ���~ .._-t ��� _ �� . -L�1� � .. 1=1! L L- - _'1_ L _ � _ -1-' i i.1_ i � i i i. :.i. i i i.�: _ i i i u_ .. i i 1. i ._��-1 , - . .... ..-�. ; i . . _.�. i _ . - i _i . i�.{.. . i . i�.i : 18+00 19+00 20+00 BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = 874 CFS DES�GN FREOUENCY = 25 YRS DESrGa rrw ELEVATiOa = 2J FT BASE DISCHARGE _ 1360 CFS BASE FREOUENCY = !00 YRS BASE HW ELEVATION = 3.4 FT OVERTOPPING DISCHARGE _> 2079 f+! CFS OVERTOPPING FREQUENCY= ) 500 (+J YRS OVERTOPPING ELEVATION = 5.85 FT T DATE OF SURVEY =-0.3 FT 21+00 22+00 23+00 i i �`- ���� nNre NOPTH cnRo�inn, a.C. PROJECT REFERENCE NO. SHEET NO. ' `� WETLAN D& STREAM IMPACTS 343 E S�x Forks floa�. S��ze zoo aaie�qn, No�tn ca�oi��a z�sos 17BP.2.R.88 4 �� NC �icen5e Mo: C-1554 I 2O fLW SHEEf NO. i �g�/� �A . ROADNGINDRSIGN HENGINEERS .7Y � NA s BEGIN o � ����,, � O T O DECK �� �' � r�A�u. �_,� ,. .G.I?�.I; W3 "�.i:� CRLEt: rPRMS I-.I. i 7� �.. _. - OB iBGB �L 67 W� �a �aea Pc na �� , ,Rper E,�„T EXCAVATION IN WETLANDS = 0.00 Ac /0 SF � _ - isEo ,' i �� Y� � 1 Y 1� i B 3�z ac io� FILL IN WETLANDS = 0.00 Ac /0.00 SF o FILL IN WETLANDS 0.00 Ac /0 SF 1 ,� _�,_ EXCAVATION IN WETLANDS 0.00 Ac /0 SF 3 o a: + -� t � i 4 � - __- � ' i-- � �- wG)0 � � ' 1 1 - � i . _ 1 � 1: � � �, � � _' ._.- � -.-. __ 1 1 . � � -�. .... ._ . .. ., ..^� � � � i .,i � � I � � ..� �� � � Qt�;.- � � � O SELEVI„ RIP 3A� -.. .�., . . � ��I� -15_.� 1 � }- L � L�InE �} \�� � ���1-i t �i 1 � i/ a �. . � i i � I - I - .. �� -. � . � . . '! , � � i � R� � . r r- �,�� �. � ', � : I TniN � E E "Y.�s�1- . . ��: E -- - � � � .� - .______ f.,,,. -__ _.RETAIN --� . ---_ -- . _ _ ___-- _.._. - _ _ _-_ _ _. F � -__�---___ '-_ - . __ _ �_--_-_ --� � . ." _---_-_-- -__------ .. . ,..:iC l .��::,:: F -- . - _ .';;:'I-- _ __ •I.:� T82GIFG -_- _ TB2GI FG __ - ..---' _._'- -.��, --._ � . __. . -__ RETAIN�- -_--_ . ��_ . . .- _ ,X�,,. -... - - , _--__-__- _ _- . F - ; `-=a�' - . � � - RETAIN .__- - -RETAIN._ _ - - _ _ T - -_ ' �. . . _. _ _ _ -. _-'.-. --_ .�' __. � < _ _ . -... __: f � "�- E _ - E -_� F � - - _ -F�- , ,..-� F C � � � PDE i,° eca-m � '��` , � n a �_ _ i , _ il . - . � ��3 - - - i� , -- k - _ _ . tF I � � �= i - � - ��p. � p � r � � \i s EXCA�ATION `T3S'. � - 1 .I J 1 i� �� Ol - 1��MIT �NP ) SPECIAL L4T 'V' DITCM � � ECT I7BP.2.R.88 � `` � , � � � e i ' � 1 = SEE DETAII 1 � * j' i,1 -�- -L 1 1 CLASS 'B".�RIP-RAP � �. = +75.�� O �.1• i ; � 1 1 I ES'f.2 TONS `. . �. 1 j i � I I � EST.73VGF _� O � - ,._aiti; riOLDiNGS � - . , � � - J �� . . , . . .- i II: N ' / . � �r . � ��� . W2 `J EXCAVATION IN WETLANDS = 0.00 Ac /0 SF j FILL IN WETLANDS = 0.00 Ac /0 SF \ � ��� i _ NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS. II W4 � EXCAVATION IN WETLANDS = 0.00 Ac /0 SF FILL IN WETLANDS = 0.00 Ac /0 SF �;, �" x;. MATERIAL TO BE REMOVED r�_ .� T�= _ . 17 -IT -li � - � -i �r� -�T� . . . _ __ rr r -�T � I- 1�T 1- T 1� 1 _. . _ T'�_T -- �� - _�-i = - . z�: ----�� - ��-: �1�: _:� �: :�1 '� �� _� BEGIN GRApE � r� - r = _ -L- STA 10+75.00 ,�T ��T � T �� _ _�-r � � � � - . __ - : _ ELEV. = 7.96 - - - - - . - - . _ _. .-- - ---- - - - - - . __ ,-', _ _� -�T, _�_�� : - . . . . _ _ �-;y�r. '�T-=- � ;7_�. _� � :- : . . . . � r-_:_-: �� _ - -- - PI = 17 + 65 00 'T , - - ; '��'' _ 2O L�. . - - -� = L_ .�1�-. �1�. .� �. .�1 � EL = 7.43' ' - � ,_ _'_ . ,; r� -- -r_ VC = 180' - I --i�T--� ��T �- t--r�� . � ��i - - - K = 633 � =- - - -- - - - ---- i i ,_ _ i . . .i - ,., ..... ,.__ _ ...,. ....i .. -LC . --_ V = 80 MPH + � 0 _ -r�- --- : �'- �--�-- (-)0.5889% �-)0.3046% �_ � _ __.,_ �___--s._�.e.,_�.s�_._. � 2- _ i � _ ._. .. . __ 0 1=-►' i-. ; ;_..; , , ; ,. �__, � . :_-: � ��, . , � . . . _ _ - , , � � � � �._ �_,_� �_. . __. � � : . _ ._ � � . _ . � :_ � _ . . ; _ _ � _ _ =:=i i _ i= -10 �_: . - - , .. _ W r-�-i i-� i � � �� � �- ��-�� - --�- ��--� : ��1 10+00 WS EL= -0.3' SURVEY 12-27-2017 '�\ �' tt"ir,r� L ._ _ t��:�-. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 7 END PROIECT 17BP.2.R.88 Ir STA 18 + 30.00 SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT NTS TI � _-T�_ r .-' �' .� r~_. . �-_- �' _- � ! - � _��-_' �T � Tr -TT _. -:T I .. � _ " 1� --_ 1� -1� _ _ T- 1i � -� - '. _ ' _ gM :,_ � iS--. - - .�7 , -.--.�7- --�5'-.-- =S: RR SPIKE SET IN 36' TWIN PINE TT� i� - - �� � `�� - � - - END GRADE -L- STA 14 -�.� 65.54, 71.60' RT _- - - -- -- -L- STA 18+30.00 ELEV. = 3.74' _ - :: _ - _ --__ - ELEV. = 6.15 -- --- ---- - ---- -- -- --- - L " �L PI = 17+40.00 \ T ' ---rr: - ' - -- EL = 5.68' -- _ VC = 180' - - K = 217 L ' -�L_- : . . . . L - _ V = 77 MPH f ; 10.5239 % �__ ____d �r_,_.. -------�+)IJ547% ------- - BEGIN SPECIAL END SPECIAL LAT. 'V' DITCH RT LAT. 'V' DITCH RT PI = 15+17.50 PI = 16+50.00 - ' EI = 1.46 EI = 2.99 �. �-t�-� -�-� � � 1� _ � �� �_ �. � � �. .. ��_ �_ ��. �. 1 _�_ �, � � _� �, � �_�_�. � �_�_�_ LL � 1_ � _1 L: ._ _,J . . . ._1 L1, l� � - � � � _� _•�fl-�: �+�w � �-;-��.+. '.. i� �_L._ _��.f� : i -'_��'�- ��'�- -i i I�I i I � i iI r• i i i i i _ '�- -i I=i-� a��=u i ��-1-� ;=i-� L -- � �i--i-i_ �u-�- �� � � F �� � i+�i_, � �� �, al+ _�_ �1, i �l+ i--i-� , �. i� �_ � ��i- -�_� I-1=i-- �� i =i� I � I-I- � _I-I- .. i-1-i �-i: �i-I I=� � I=1- � I=1- -;-I-I -'= L - _ � -'-'- ;_��rI�.C!� i. i_ _i.l .i. i_i__i � i. i__L L i_i-i � L L_i . i.i I i. .. i. i i i_ . i" � i i- i�l i i_ i.. ._i i_ i _I i i _i1_ i_ i L, .� _I. . i-i�� , i1 L; ._1+� � �� . . . . . � -.. j . � �, . �_ - �. � _ t-- . . 1 . - -1-7-�-t-F-1 . 1-. . . � . -r-h t - _ Y _,, .,�, .�.. .... . . .. '. �,�. .� � ; : i_�i__ia �i :_i_._i. j �i . u_i. � .i . u_i. .� _i _i�_i. .f �i . ; _i. _�. .j _i . i_._i. _� i . i_ i. _f.�i : i _f.�.i . i i .f �.i_. i_ i .� _�,_.. i� {. '�i_. i� j : � {. i �i i :�� 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 i _ .�u . ....L�. . -_�_i�.-1i -_� 7- -- �7 � __- i7 _ :�7-. _ i7=: ..,- -� .. �� � .-� "- ' ��- . �--' -I� -'- �1. .'_ � .;: .i�--: i '-. _ ,- -- �r� r r�_`-r � �� ��--. I . .._ - _ - _ ' _ -_ �-- -' _ ' _ . _ _ i_:�L�:_ . ' L�. . i7-_ _ .�7 _ __.�7- . _ . -S. ___ ..�- ._ ..... �_ _ -__ u-- - - i -_ _ u � -'-_- �---.-�_: .._ -_. .- u_. _ ---- � - __ __ . -: , �___�_ ---' �-- ���' _.. �I I�1-�� � - , �__, ,_� _,. _ _ � _ . _ ,_�. . __ -� � ,� -I _ i : _ �_'Y : ' I I ' ' I _ I :T' :�, ,: .._ i ._ i �_� � � � _� . ' ,. � _� �-�_�_�1_,_ _ :�-µw _, -� � - �w� - r- _, r- r r- -�r--r--r-�- , II� �: �� l i 't ':�. -',. � � ���1_.. �.�_l. __i � __ _� �. ';�-',-i L ---'f�. : �-}+�_i- _Lw�.�l- �--- � �� � � � �_ � �� - � _ . i .l i '_1 i_i ...,. i .. iii i.l _ i i.u.: � : � u � .-iL u_ ���~ .._-t ��� _ �� . -L�1� � .. 1=1! L L- - _'1_ L _ � _ -1-' i i.1_ i � i i i. :.i. i i i.�: _ i i i u_ .. i i 1. �� ._ .... _. i ._� -� i . . i. i _ . - i _i . i�.i.. . i . i�.i : 18+00 19+00 20+00 BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = 874 CFS DES�GN FREOUENCY = 25 YRS DESrGa rrw ELEVATiOa = 2J FT BASE DISCHARGE _ 1360 CFS BASE FREOUENCY = !00 YRS BASE HW ELEVATION = 3.4 FT OVERTOPPING DISCHARGE _> 2079 f+! CFS OVERTOPPING FREQUENCY= ) 500 (+J YRS OVERTOPPING ELEVATION = 5.85 FT T DATE OF SURVEY =-0.3 FT 21+00 22+00 23+00 i i �`- ���� nNre NOPTH cnRo�inn, a.C. PROJECT REFERENCE NO. SHEET NO. � `� BUFFER IMPACTS Raie�qnSiNo�t�k�aqol��as2�so9�°° 17BP.2.R.88 4 � NC �icen5e Mo: C-1554 i „_ .`1 _ fLW SHEEf NO. �83✓ A 20 O � 0 0 + 0 d � O � � S O � � �000� � � � 3 oE�K � ���� �� . ���,.,; � �._REEK F RMS �� � � ` :_ r P� t C ,� B� � �'S8 PC 11 �' � ZONE 1 BUFFER IMPACTS = 0 SF 1 L � � :� ZONE 2 BUFFER IMPACTS = 0 SF � ° � � � � , � � �_ - - � � � � "� _' \ _- � � - � � ZONE 1 BUFFER IMPACTS = 501 SF ' � �_ � IMPACTS = 264 SF �� � �_��� - � ` �" �'_ � ��,` � � � ,s _ �- � � 2 BUFFER �i � � � '- , � ; CLASS "II" RIPRAP N � .. . ' -- � 1 � � f+� �;;i I +� TO ELEV = 3J' . - - -- . � _ . � � � - '-� ! _ � � --�----- `, m �� � . - - RETAIN - - _ _ _ _ RETAIN � E _ _ _ E � E _ _ _ � _ i « , ._ - . ; i�.. . o �f , ------� � _-- _ .�.,>..�Ic � . � � --------- F - - . ^y '� I � T82GI FG _ '; i TB2GI FG __ __ _ _' _.-�-- ' � . .. _�_ RETAIM . �.� - . -- _ � ..t� ,,. � _ _ _ .. --___--__ ._ F _-- � -- � : ,: --REfA1N -_ ___-- P1._ -_ _ . -_-._ � � _� -_.__ __ - F RETAI - ... � � -�E - E ���� ,��- E-L�� � �. F C � ' � �'�Ttj` IS' kCP�.11l } � 1 k 1, � � - � - � 1 I iRANSPORTATlO ' � - 1 \ � ROADwAY DESIGN HYDRAUlICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 4 OF 7 � ALLOWABLE IMPACTS ZONE 1 - i -� FAEILITY iINE � � . � d- /: //// � - ,5 i ,` i i o END PRO ECT 17BP.2.R.88 ;, , nuowna�e iMrncrs zoNe z I !� I \�� i LEXCAYATION ,_ m SPECIALL4T.�V'DITCM � ��M�T ,nP.� a �, Ir STA 18 + 30.00 BEGIN PRO E�7CT I7BP.2.R.88 � `` ; � � , � i�z �, I � ' � SEE DETAII 1 -} -L- STA IO + / �.00 O i � I �` � , � C1A55 'B � RIP-RP,P y i 3 ` i' ;� � � EST' S°�F , o SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT � � - �-.:�i:i� �-i0�_i-��.;,5 - � I � � NTS . , . � . � � � , �U -�� �� � " ZONE 1 BUFFER IMPACTS = 372 SF ZONE 1 BUFFER IMPACTS = 168 SF � " ZONE 2 BUFFER IMPACTS = 201 SF ZONE 2 BUFFER IMPACTS = 52 SF j �, � � . e J r� er� � � 1 � � NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS. I:o 1868� PG � _�AC7 EiG�i��".. x � '��r'^i�?*I ��- �,� MATERIAL TO BE REMOVED T� - T. _ _ . 17 -IT -li � � i �r� -�T� . . . _ _ - �� - � _ _ -,T ; �- „T , T „ , i = ��T�= �- - - - ��- ---- _--- --� _ : _- -L�: __ -L- _-__ �i�-: �1�: _:� �: :�1 ' �i'� - BEGIN GRApE - r� - r = _ -L- STA 10+75.00 ,�T ��T � T ��-- _�_r � � � - - . __ - : _ ELEV. = 7.96 - - - - - -�T� -- ,-�' : _ -'�r '�T-- ��' -� � - � � ,- _ - -- -- - PI = 17 +65 00 'T , - - ;�_ 2O L�. . - - -� = L_ .�1�-. �1�. .� �. .�1 � EL = 7.43' ' - � ,_ _'_ . ,; r� -- -r_ VC = 180' - I --i�T--� ��T �- t--r�� . � ��i - - - K = 633 � =- - - -- - - - ---- . . i i '__ . i i . . .i- . ,., ..... ,.__ _ ...,. ....i .. -LC . --_ V = 80 MPH + � 0 _ -r�. . _ _ _ _ - : �;- �--v,.-_� (-)0.5889% �-)0.3046% � �- '--- � ._., _I-_-�6.__.e. - -�...__.�_._.__ � -:- 0 1=-►' i-. ; ;_..; , , ' ,. �__, � . :_-: � ��, . , � . . . _ _ - , ; � � �� �._�_,_� �_..__. ��:._.. �.�.... �:._�._.. .; �_. =:=i i _ i= -10 �_: . - - , .. _ W r-�-i i-� i � � �� � �- ��-�� - --�- � C�--� : ��1 10+00 WS EL= -0.3' SURVEY 12-27-2017 TI � _-T�_ r .-' �' .� r~_. . �-_- �' _- � ! - � _��-_' �T � Tr -,T- -� �_ - • �� -_�� ��__ T ��i � -� - '. _ ' _ gM :,_ � iS-�- --.�7 , -.--.�7- --�5'-.-- =S: RR SPIKE SET IN 36' TWIN PINE TT� i� - - �� � `�� - � - - END GRADE -L- STA 14 -�.� 65.54, 71.60' RT _- - - -- -- -L- STA 18+30.00 ELEV. = 3.74' _ _ :: _ - _ --__ - ELEV. = 6.15 -- --- - ---- - ---- -- -- --- - L " �L PI = 17+40.00 \ T ' ---rr: - ' - -- EL = 5.68' -- _ VC = 180' - - K = 217 L ' '_.�L_- : . . . . L _ _- - V = 77 MPH f ; 10.5239 % __ ____� �r_,_.. -------�+)IJ547% ------- - BEGIN SPECIAL END SPECIAL LAT. 'V' DITCH RT LAT. 'V' DITCH RT PI = 15+17.50 PI = 16+50.00 - ' EI = 1.46 EI = 2.99 �. �-t�-� -�-� � � 1� _ � �� �_ �. � � �. .. ��_ �_ ��. �. 1 _�_ �, � � _� �, � �_�_�. � �_�_�_ LL � 1_ � _1 L: ._ _,J . . . ._1 L1, l� � - � � � _� _•�fl-�: �+�w � �-;-��.+. '.. i� �_L._ _��.f� : i -'_��'�- ��'�- -i i I�I i I � i iI r• i i i i i _ -�- -i I=i-� a��=u i ��-1-� �=i-� L -- � �i--i-i- �u-�- �� � � F �� � i+�i_, � �� �, al+ _�_ �1, i �l+ i--i-� , �. i� �_ � ��i- -�_ � LI_i-- �� i =i� I � LI- � _I-I- - -i-�-' � = �i-1 I=� -i I=i- � I=i- ' ;--I-I , _'- L - - -1 --•- ;_��rI�.�!� i_i_ _i.l .i. i_i__i � i. L_L L i: i-i �. L L_i . i.i I i. .. i. i i.. I_ .i"'� i i- i�l i i_ i.. ._i i_ i.._I i I._i1_ i_ i L, .� _I.. i-i�_ .. , i1 -'- .-i+� � �� : . : . � -.. j �. � �, . �_ - �. � _ t-- . . 1 . '- 1-r�-t-F-1 . 1-. . . � -H i - _ Y _,, .,�, .�.. .... . ., . .;,�- .� � ; : i_�i__ia �i :_i_._i. � �i . u_i. � .i . u_i. .� _i _i�_i. .f �i . ; _i. _�.. .j._i . i_:_i. _� i . i_ i. _f.�i . i _f.�.i . i i .f �.i_. i_ i .� _�,_.. i� {. '�i_. i� � : � {. i �i i .�� 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 � _ .�u . ....L�. . -_�_i�.-1i -_� 7- -- �7 � __- i7 _ :�7-. _ i7=: � � -� .. �� � .-� "- ' ��- . �--' -I� -'- �1. .'_ � .;: .i�--: i '-. _ ,- -- �r� r r�_`-r � �� ��--. I . .._ - _ - _ ' _ -_ �-- -' _ ' _ . _ _ i_:�L�:_ . ' L�. . i7-_ _ .�7 _ __.�7- . _ . -S. _-- �.rt� �- �'. �- _ -__ u-- - - i -_ _ u � -'-_- �---.-�_: .._ -_. .- u_. _ ---- � - __ __ . , �___�_ ---' �-- ���' __ - �i i�i-�� � - , �__, ,_� _,. _ � _ . _ ,_�. . __ -� � ,� -� _ i : _ �_'Y : ' 1 I ' ' I _ I :T' :�, ,: ._ i ._ i �_� � . , � _� . ' ,. � _� �-�_�_�1_,_ _ ;�-µw -, � -� � - �w� - r- _, r- r r- -�r--r--r-�- , I� k �: '� _` L_i '-�. �. � t� ���1_.. �.�_l ! : ; '�}� :-�+�. : �-}+�_i- _Lu��.-I- � ---- � ��� I L -_L - . =1 � '' �- �_ I- �i-i--� ; �-i=: � l � _ i �_� ...,. � ��� � l_ �� u. � , �� � . L �� _ r-r r r- :_, �r-' _ r-� : ��+`i� i�� � � : � : �_:i_ � _ ��.'. _ -i-: i i.1_ i .�1 i i. :. i. i i i.�: _ i i i u_ .. i i 1. . , _ i ._� ? i . . i. i _ . - i _i . i�.i.. . i . i�.i : 18+00 19+00 20+00 BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = 874 CFS DES�GN FREOUENCY = 25 YRS DESrGa rrw ELEVATiOa = 2J FT BASE DISCHARGE _ 1360 CFS BASE FREOUENCY = !00 YRS BASE HW ELEVATION = 3.4 FT OVERTOPPING DISCHARGE _> 2079 f+! CFS OVERTOPPING FREQUENCY= ) 500 (+J YRS OVERTOPPING ELEVATION = 5.85 FT T DATE OF SURVEY =-0.3 FT 21+00 22+00 23+00 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 no impacts 24" Cored Slab TOTALS*: '`Rounded totals are sum of actual impacts NOTES: No Wetland Impacts Revised 2018 Feb RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT �ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) B1 -L- 15+02 to 15+56 24" Cored Slab Bridge x 501 264 765 B2 no impacts 24" Cored Slab Bridge x 0 0 0 B3 -L- 14+19 to 14+66 24" Cored Slab Bridge x 168 52 220 B4 -L- 15+14 to 15+66 24" Cored Slab Bridge x 372 201 573 TOTALS*: 1041 517 1558 Revised 2018 Feb Rev.Jan 2009