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HomeMy WebLinkAbout20171544 Ver 1_Impact Information_20171201 (2)� 0 N � � O •� See Sheet � A For I ndex of Sheets See Sheet �B For Conventlona/ Symbo/s See Sheet �C- � for Survey Contro/ Sheet OFF SlT E DET OUR ROUT E *DESIGN EXCEPTION REQUIRED FOR HORIZONTAL INTERSECTION STOPPING SIGHT DISTANCE AT INTERSECTION OF —L— AND —Yl- � l�� `��� �' � �) J°� ��`°�� ����0�� �������������� l � � `, � 1�������� ��� �-� ������� ���',� `,�� LOCA TI�1�: BRIDGE 11t0. 49 O T�ER BEAR CREEI� 01� SR 1311 (BEAR CREEI� R OAD) TYPE OF WORI�: GRADII�G, DRAII�A GE, PA VI1�G, A11 tD STR UCT URE B UFFER IMPA CTS SITE 2 -�- � BEAR CREEK ROAD (SR 1311) TO NC-903 ;��_»_ -���_-- - BEGIN PROJECT 17BP.2.R.84 —L— Sta. 12 + 65.00 END CONSTRUCTION —Yl— Sta. 11 + 60.00 '! � � ��� � BRIDGE � � � ' NO.49 ���� � '�»� � ` i.� � i � �. / ' _ .% � j- ------___ T � �ENNY ��N -----------_ _ -�SR 13p9� � RD END PROJECT 17BP.2.R.84 —L— Sta. 17 + 50.00 D BRI DGE Sta. 16 + 05.00 BEGIN BRIDGE —L— Sta. 14 + 80.00 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. �____________________________________________________________, ; PERMIT DRA WI1�lGS ; �-------------------------------------------------------------� `O �.0�1 i C� S�5 �G,� � �P� �t$.�E]LI�I�TA»$� �LA»� 1��0 NQD7[' �7�1E �'Q➢1[d �C49N�7[']EA1L?C"�'g�N GRAPHIC SCALES DESIGI� DA TA PR OJECT LEI�GTH Ki m l e>> H o r n �DRA ULICS E1VGIIVEER PLA11 rS PREPARED FOR y ADT 2013 = 230 vpd THE 11tCDOT BY: °201 50 �� 0 �O �oo NcucENSEaF.oios ADT 2040 = XXXX vpd 4z,FA�ETTE����ESTREETS��TEsoo � RALEIGH.NOftTHCAROLINA2]60� �� ��� � PHONE: (919) 611-IOao K — xx% LENGTH ROADWAY PROJECT 17BP.2.R.84 = 0.097 MILES 2018 STANDARD SPECIFICATIONS ���� ''��� o * � P D — bo° LENGTH STRUCTURE PROJECT 176P.2.R.84 = 0.024 MILES DAx ROBINS01V,n.E. P.E. � � T = 6�o PROJECT ENGINEER SIGNATURE: _, � 50 25 0 50 100 V — 60 MPH RIGHT OF WAY DATE: ROADWAY DESIGIV E11lGINEER � � � � TOTAL LENGTH PROJECT 17BP.2.R.84 = 0.�2� MILES _JANUARY 31,2o1s ERI1V THOMPSON,P.E. �"A�� ��Q���� PROFILE (HORIZONTAL) PROJECT DESIGN ENGINEER ��� 10 5 0 10 20 LETTIIVG DATE: F U N C C LAS S= APRIL 25, 2018 HEAT DoR coxTa cT ' P.E. PROFILE (VERTICAL) LOCAL SUBREGIONAL TIER P.E. SIGNATURE: . . .. � -�-�- ■ . • ' • • • ' • , ���������� - -_-____---- 0 =' � ,. . :� • . � -0-���� ��� �-- 0 ' : - . � � • � • � 0_-������-- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- � -������-- N � N i W � � 0 N \ � � 0 Z a 6' 0� W a p � N O � � EIP � � � - EXISTING R � EiP� r�-�� HoGH �yATER LEVEL DURIN F�URRiCAOJE �IATTHE�y PER PROPER i Y t�NLR ELEVATION=55.37' . �. fl yy000Eo � � �`-�'�-��-� Z m w � Wo oW a n �� � DE�IEY L. PELLETIER. et ux QI� �3� PG �V� N 29°57'18' E 216.67' Pl Sto 14+42.69 �= 3° 22' 24.0" fRT 1 D = 4° l4' 38.9" L = 79.48' T = 39.75' R = 1,350.00' �; Ni # i LLEV — �Y��le �`? I�I 54744� E 23�C-iG=i7 -I_- ��TATI[�N 13��1 0 1? 137071' RIGHT RR �FII�':E �ET I��I _'-�" H���'DWi=i�_iU DEy�EY L. PELLET�ER. et ux �� e519 PG 7�� C�C II PG 63 -L - Pl Sta 20 +14.27 0= l2° 2/' 22.6" fRTI D = 6° 05' 43.1" L = 202.72' T = l0/.75' R = 940.00' O HENRY T. HEATY. et ux D� 572 PG 3p3 I�� 12 PG 3� -Yl - PnT Stn l� +l4 7�i -ri- rui �r� -ni- PRr cf� DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR TH[S PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "BL-3" �y[TH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 548121.118(ftl EAST[NG: 2363190.555(ft) ELEVATION: 49.65(ftl THE AVERAGE COMBINED GRID FACTOR USED ON TH[S PROJECT (GROUND TO GR[Dl IS: 0.99987582 THE N•C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "BL-3" TO -L- STATION IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 � �y 3ts" � PnT Ctn ll -� I I m x N X ti � 60.00' -Ni Z � � . A � , � a\.7 � �� � O � � � � � j � 5 � � � � � VVOoi�ED \ Pl Sto 10+69.44 �= 55° 5/' 2/.l" ILTI D = l59° 09' 17.8" L = 35.10' T = 19.08' R = 36.00' -D/ - Pl Sta l0 +98.05 0= 55° 22' 47.6" IRTI D = 238° 43' 56.7" L = 23.20' T = 12.59' R = 24.00' O BOBBY G. HERR�NG.et ux �B 1284 PG 606 �C 7 PG 3� N 29°56'05' E 69.04' Z � � wW � N N N d D APPRAOCH SLAB �°' �� �ti �oe ��. �� z o� � o ui ti W � ,� Z o� � s� o - D\D • im e >> orn CO2017 'L� 421 FAYETTEVILLE STREET, SUITE 600 �s �, RALEIGH, NC 27601 Ois�% RIGHT-OF-WAY REV. F CONST. REV. E N ��� A5�6 A 1Z• �, -L- POT 17+ 50_ 00 O KE�IN P. HATCH ��� ��d ��G ���� ��. �ti/ �C � �� rn►u rrcu�rc. � � ir�r.l.r�.ts4 END CONSTRUCT/ON ✓T ! L JT•/ P(' Stn_ l9+1�_5� PROJECT REFERENCE NO SF -530049 RNV SHEET NO. ROADWAY ENGINEER SHEET NO. HYDRAULICS ENGINEER ��$ELI�I�T��$� �]L.��T� II��(D N��°1C �751E ]F� �QDN�'JC'I81LT�C"Il"II�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED / ��`O VO� \ /r, �,�5`� �PO Stn_ �l+15_�4 � � v � �� �_ � ��� - a� \ ��oo�o s \ � \ \ \ TEMPORARY IMPACTS ZONE 1 TEMPORARY IMPACTS ZONE 2 PERMANENT IMPACTS ZOG�IE 2 N � N i W � c � 0 N \ � � 0 Z a 6' 0� W a p � N O � � EIP � � � — EXISTING R � EiP� r�-��' HoGH �yATER LEVEL DURIN F�URRiCAOJE �IATTHE�y PER PROPER i Y t�NLR ELEVATION=55.37' . �. fl yy000Eo � � �`-�'�-��-� Z m w � Wo oW a n �� � DE�IEY L. PELLETIER. et ux QI� �3� PG �V� N 29°57'18' E 216.67' Pl Sto 14+42.69 �= 3° 22' 24.0" fRT 1 D = 4° l4' 38.9" L = 79.48' T = 39.75' R = 1,350.00' �; Ni # i LLEV — �Y��le �`? I�I 54744� E 23�C-iG=i7 -I_- ��TATI[�N 13��1 0 1? 137071' RIGHT RR �FII�':E �ET I��I _'-�" H���'DWi=i�_iU DEy�EY L. PELLET�ER. et ux �� e519 PG 7�� C�C II PG 63 -L - Pl Sta 20 +14.27 0= l2° 2/' 22.6" fRTI D = 6° 05' 43.1" L = 202.72' T = l0/.75' R = 940.00' O HENRY T. HEATY. et ux D� 572 PG 3p3 I�� 12 PG 3� -Yl - PnT Stn l� +l4 7�i -ri- rui �r� -ni- PRr cf� DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR TH[S PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "BL-3" �y[TH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 548121.118(ftl EAST[NG: 2363190.555(ft) ELEVATION: 49.65(ftl THE AVERAGE COMBINED GRID FACTOR USED ON TH[S PROJECT (GROUND TO GR[Dl IS: 0.99987582 THE N•C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "BL-3" TO -L- STATION IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 � �y 3ts" � PnT Ctn ll -� I I m x N X ti � 60.00' -Ni Z � � . A � , � � � �� � O � � � � � j � 5 � � � � � VVOoi�ED \ Pl Sto 10+69.44 �= 55° 5/' 2/.l" ILTI D = l59° 09' 17.8" L = 35.10' T = 19.08' R = 36.00' -D/ - Pl Sta l0 +98.05 0= 55° 22' 47.6" IRTI D = 238° 43' 56.7" L = 23.20' T = 12.59' R = 24.00' O BOBBY G. HERR�NG.et ux �B 1284 PG 606 �C 7 PG 3� N 29°56'05' E 69.04' z �� wW � N N N d D APPRAOCH SLAB �°' �� �ti �oe ��. �� z o� � o ui ti W � ,� Z o� �9 `Z`� O ' D\D • im e >> orn CO2017 'L� 421 FAYETTEVILLE STREET, SUITE 600 �s �, RALEIGH, NC 27601 Ois�% RIGHT-OF-WAY REV. F CONST. REV. E N ��� A5�6 A 1Z• �, -L- POT 17+ 50_ 00 O KE�IN P. HATCH i�� ��f� �'�i ���� ��. �ti/ �C � �� rn►u rrcu�rc. � � ir�r.l.r�.ts4 END CONSTRUCT/ON ✓T ! L JT•/ P(' Stn_ l9+1�_5� PROJECT REFERENCE NO SF -530049 RNV SHEET NO. ROADWAY ENGINEER SHEET NO. HYDRAULICS ENGINEER ��$ELI�I�T��$� �]L.��T� II��(D N��°1C �751E ]F� �QDN�'JC'I81LT�C"Il"II�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED / ` G�`O �'011 /�, ��,5`� �P� Stn_ �l+15_�4 _ _ `� \ —��— � �—�_ '� �� _— �_ �r�?��r'�-,��(,� _ _ �'�� \ �'Lr��"�--.'�_ S O �+OOCE D �,->> \ \ \ \ TEMPORARY IMPACTS ZONE 1 TEMPORARY IMPACTS ZONE 2 PER/v�ANENT IMPACTS ZONE 2 BM #� � PROJECT REFERENCE NO. SHEET NO. � � � � �� � � � �� � � � � �� � � � -L - 6/J7 (/3707/ RT ) - ST A/3+ ' � SF 530049 5 I �_�. 1 . , ._� I �_� I �_� I �! -. . , . .-- !-�-�--�-�- -_. . , __. __ �_�_ I_� _ �_ , _.�_. ��_ �_�_ �� _. I_. - ��-. I-_- I_� ___ . , �__ ELEV 4J�.24� - ---- - ROADWAY DESIGN HYDRAULICS I_ . 1 . . _ _i �� �� _ _ � � �. . _I I _ - _ _ � __ _ _ _ � . - . .. - . . . . . . . C 2017 O 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 O _� � - �-- . � � �: . .-j _ � . _ .�_ �_ �= R�R SPIKE II�1 24 HARD�OOD �-. . - ENGINEER ENGINEER I_ . 1. : I - i- _ �r . .:. _. � - -: . � �_ _ � _ _ _ _ � _ � _ - - - 421 FAYETTEVILLE STREET, SUITE 600 I 1 . _ . 1 _ _1_ 1 . . 1_ _ . _ _ 1_ _ . 1. 1' ' _ . _ . _ . 4 _ . _ _4__ _ _ -rI- _ . _ _ . _ . 4 � - - - -�- - - I-� .. . .l. . . . . . .. _I J I I�� I �_ . .. l . . .. .. . . . .. .. l_ . .. .. l_ : -I. _�I-I - . .. . . _ . .. . .I :._. -I � � I I I _. _. _I �_ _ .. _I " .. _ .. .. _I . .. .. _ -I I I I _ . .. . . _ . .. . .I . _ _ . : _ . . . _ -. . : . . : . . : - - � - - � - - . . . . . . . . _ . .. - - � � . RIGHT-OF-WAY REV. .._. : _. , . : . , . . ; . . ; .. : . . . . . . . : . . : . . . . . . . . . . RALEIGH, NC 27 Ol I �� I i , I_'__ I- . . ._ _. . . : __ _ i-� i � i - •---- _. i �-i�i _ _.__, _-_._ _ i_. C�- '�- C�_ :_ _ _:_:_ _:_:_ _ -- C�- Ci = - C_:_ __ _ ! -L---- �� � �� ���� ���� ���� ���� ���� ���� �� ��� � �- �� ��� ��� � � � �� �� �� �� � � �� �� ���- -,- , - 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 I I i I I I I I I i I I I I I �I I I I ONST. REV. �_�. � . . . � -i-r �-J-r J--�. �- --��� ��-i-� -I-i--�� - _��_ _,_,__ _ �- �- - �;�- -�-�� - -�- �- �� - -;-�_ . _-�--}- ��. . . �_. �� _ -�.� _ _�;-_ _ �- �- - �;-- -�-��_ ----� - -r - � - - - � - i_ : i -I I I-I I I- -I I - . i i _ I I I I - . . : �_ � _ � _ �. . � ._ � _. . . _ _. � _ . . : �_ � _ �� _ _: : _ . . : . -; • - _ i _ . _C _ -- --- -;-_. _ _ --G --C- - _ -_ ._ �_ C. _ ._ �_ _ �_ _ I _ C �_ C. _. _ �_ . _ _ :_ _ . . -- - _C. . . ; __. ._ --- i_�_ i _ � i � � i . _ i . _ i . _ _ i_ _ �� _ i i i _ f i !_ -i- � --i_ �_ _i �_ _ _ _ _ _ . _f_ i - -u _ _ . f �_ _i_ i : __i _ _ - � -� - ! - -a -� - � ��E1LI�I�T� � �I.A�T� _. � � � � � � � � � � � � �� � � � ��� ��� ��� �� �� � � � �� � � �� �� �� �� � �� � �� � � � �� � � � � L � � � � !_ : � � _:-- -- • -- •-- --•--- •-- ----- - --_. _:_: _ _ . -_ :_ _. :_ _ _ _: . : _: _. :- - • - --- -- - - • - - -- • - --- -- - - -- - -- : . - - - - - - -- _ � � � z��� � , r i � �-� , � 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 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 D ��' i�1. F� f� _ �N��f R�C �C i� ---- --- - � I li ii i li ii ii I_ - 1 . _ . 1 - ' _! _I_I_ 1 _I_I_1- '--- ! I_I�_ I_ �_ _I � _, _ -- -- --- --- � � I �_ I _ _I_I� . � I _ -- � - - -� - � - - I - �� �1_, I 1 I_._ 1 I I _ _I_ . _ _ _I_I�_ . _ . _ _I �_. L I_I�_ - - - �ii iii i i i i i i i i i i i� � _ �_ _ �_ . . . 1 �i- �1-� . �_ . . . . . . . _�_ �_ . �_ i _� _ _ _ . . . _ . . _ _ . _. _ _ . - - . . _ - - - . . - � - � - , , _-�_-- _- __ --�--- . - _ � � ._ BEGI BRIDGE ,_� _ i _ i _ �_i_�_�_i _ _ i _ _ _ _ i _ i _�_� _ _ _ _ . _ . _ . I -- - --:-i , -_- -: -- - --- . --- - - -- - -- � � � � �__ ° �� � �� i_� i i _�- -� i �_ � :_�-=-- - _ k - - _ - -L - ST 14+79.85 � _ - CL -L - l5 f42.50 -- _, � . � � � � � � �_ __ � � � � � _. _. _.__t i_ �_ � ELEV = 49�7� �- � � l� 4O�- J� 4O� I---� -- I � DOCUMENT NOT CONSIDERED FINAL i_� _i . _ _ : : - -� �� ,J��-� i . i _ i i �__�,_� _ _: : __: :_ - - - -- - --• - - -- . ! I -- �- UNLESS ALL SIGNATURES COMPLETED '- � ' ' r - '- - ' _ ---' --' _ � � � 'T � 2/' CORED SLAB - BRIDGE HYDRAULIC DAT A ' _ ' I C _1 , _.� I I� I C _i I �i I Li_i_ i_i I _ i_i I L _I. I �I _. �iT -1-i�._ _ �- I- �-. [I_ �-. [I . --�- - -•- � - � - -� -� --�-•- -�=•- -- -� •--� --� I I :_. �� � . �� ���� ���, ���� ,��� � �� ���� ,� ,�� -� � �� BEGI APPROACH SLAB __ __ _ _ _ CL ELEV = 49.78' ! � ' ; , ; ' ', , � ; � ; ; ; , ; �, �, � ,� i i i i i�� i i��_ i � i i i�� i i �� i i� � i � i i � i i I-�: _i . . . _: __ _� �-. � -�- STA 14+67.8/ �- _ �_ -- - _ _ _�- � :- �- � � � � � � : _ � � _ _ _ _- - r _ _ _ _ -- . _ _ _� i i� �G� i_._ i, i_ i�_i_._»I __ �_ i_ �_. �I $KE� 4� C. . i._. i; : i,-�_ i i i i i i, _ _ -�_ . . -- DESIGN DISCHARGE = 3000 CFS �- - _ - - i _ 1 � - --- -_-l. . . l l.- . . 1 . _ J . - _ . _ . I = - � _�_ �_ , �, �- � ,_ � � � � � � ELE 50.00' � �, � � � �: � , �� �� � �- � � � �� � _ , , � � 'i-- � � �_; i i_�--. i i = - -_ i _ �i E D BRIDGE : : : : : : : : : : --r --r_ : DESIGN FREQUENCY 25 YR - -i = --: : - -- - ---�- : . �- -: -: : : - - _L i _.i -!-'---.i , i '� -� � �-- - �- �--- ! �_ � _ � _ � _ � _ � _ _ � _ � � _ _ - -� - STA �4+�4.88 = _ f _ - DESIGN l-� ELEVATl01y = 48.2 FT � -�- -:-- -- 4� - - � _ �� � � � � � � �; � ,__ �:_ �, -L- STA 16+05J4 � � � , ,__ � � _�_� _ �. �. � ��- -y/ - ST A lO fOO.00 � BASE DISCHARGE = 4400 CFS � � i �� � - i--�-- � ! -- � - _ � ELEV = 49.59' __ _ -- _ - -- --- -- - --- - --- -- - i_�. i _ _ l _ -� _: i-' i i _ _ i _� _ _ _ ELE - 49.95' _ : _ - - BasE FREouENCr = �oo rR -_ i : . i : : � _ - _ _ i : -_ i : i_�_ _� . i_ ��r��' _ - - �� � � � � � � , � � -L--�- V k ^ - -- - -- . _ E D APPROACH SLAB --i -- - �VV , : �- � _-� �_� - --� �-- BASE ELEVAT/ON = 49.5 FT �_' I I __ _ _ __ __-- --_. _ _ . -- -- - - -- -- -- _ . -- i_ . i . _ _ i �� �, �� _ _ _ _ _ i i _i _ - _ _ + � �_ : I ' - -- -�- - - � _ _ _ . . -L - Sto 13+66.26 - � - - f � OVERTOPPING DISCHARGE 2500 CFS ��, �„ „ � � � � � . �� - � � � � � _ _ � STA l6 /7J4 i_� i _ i i�� �rr � �r _ _�__i_i _ _ -- --- -- - --- -- - _�_ � �_ � � _ - _ , _ �-: OVERTOPPING FRECIUENCY = �l0 YR - - - �- - i-� i � �� i G�� i i !- - -i i �i -Dl- StO.10+00.00 1-. �_ a- �i _ ELEV - 49.55 - i - - i = � � -�__= i -i � 'i : -i •- i - i � � � � �, , �, � �, � �, -, �,, _ , � � �,, � � OV ERT OPPING ELEV AT lON = 48.0 FT � ,, , , � � Z � � ������„���������, ELEV 49.41 ��� __ EDGRADE � ' �� ; � � � � � i_� � -i-r �-J- -J-m- m-i- I- r � �- r� - �- � ' �_ � --f= -• � -� i -:� �� �� i i i- _.�� - �_ �� - BEGI lLL T 0 KEY -1 - i - -� --- : : : : DATE OF SURVEY = 05/l0/20/7 i _ : i �- -- i i i i - -i •- � •- - - N i_� i _ �� u�� _i� �. _ _ = -� E D lLL TO KEY -1 I �_ u _ _ � -- , ' ; _ �-- = i - ' ' ' -- -- - � � w '� � � �, � � �� ''� � �', ; � � � ;� -L - StO.17+00.00 ', '. V�s. ELEVATION � -- I- -- � �_�, . � � _ _-- �- �-!-_-. �_-. ,_-- -- � - -L - Sto. l3+15.00 , � - � _ _ � Pl = 17+00.00 , , ELEV = 48.63' �_ - - - -- --� E� = 48.88� ELEV = 48.88' - - --- ---� -� � - � Ar o,4rE oF suRVEr = 4or Fr _ �-. �--- --- �- - �- �-- ---- --- �- -- �- �- -- �--- ---� -�--�- �--- ---� - --- -- -�- - -� -- --- - T- -�- - -� - - --�- 1__ i _._._ _._._. i_ i i i i � _ � � ,---- ---- --- ----- --- - - ' - - �------!-- �-- �-- ---- ------- �-- �- � --- � --- ---- . --- --- ,_ - �, - - - � i i i _i� � � i -I_ - -'-- . i i i I_= -�_ _ _ _l_ , -'--.- -� - 50 - �--- -- ' , : _�_ � �- . -J0.3000° f -J0.3000% f -J0.9538 --------`------------ -�+�153 7`'------- -------i -- J0326/ ----------------------------- I I I I I � _ � � � !- -- i i l +�0.8274% • ° PI = 14+I5.00 � � - . % ----- - � ----_ �_ _ � ---- --- � � I I I I � � Pl - 16+35 00 _ -� -� -�- � � -, -�-- - � , � �-_�- � �,---�-� � �--�- -�_-I EL 50.16 � - ' _ - - - - - - - -- --- - - _ � �- ;_ Pl = l3+15.00 I I I I � � � � i i i i i i � i i li i li li i i i � � '� -:�---�- � EL = 48.63' V C = 90' � I I I I ^ EL _ 49.50 �- --- - -- -- ---� � - -- -- ----,- -- -- ----- ---� - -- I�- ----- �-- ----- --- - - I�- - ---- --- ;- ----- --- 40 -_- --__ __- I_ _: I _ i - �, � vc - 30 - ' : K 49 . _�. �,� -- �- --�- _ � � � � � � � � � � � � � �. � �; � � � � �-. ,'�. _= K= 46 - � � , � � � � � � � � �, � � �_ _ _-� � � � � � �, � __ BEG/ CO ST RUCT l0 _:_ OS = 40 MPH I I I � � _ _ _ ___� � . _! -_ __-� . � � __� - -! _-_ _ _ � � � � � _- �_ _ � � _ � _. � -__ -. �_ _ �- � � � -__ __- �_ __ � _ !- --- �- - ---� -�--�-- BEGI GRADE -��--�� -��-- --- ccass ll R/P I� I I I � DS = 40 ti1PH - _- - � - -- --- -� �- --�- -�� RAP (TYP7 �� L �I E D CO ST RUCT l0 i i li li li --- �____ __._. �_ ._. �___. �___ BEGIN �lILL TO KEY-lN �_� �_______� � � � � � � ------ _� ___� _ __ _ ; ; ; ; . , _ � � � � ' � � �--- APPROX. oR�l,Qc sFc. - 4or E D lLL T 0 KEY -I -- -- ----- - ---- ---- ----- - - ---- ----- ----- --- ---- ----- APPROX.EXCAVATION N IN ' - - --- --- ------- --- --- - 3 0 �- _ ___� _�- _�-. � -L - Sto. l2 +65.00 __ _ � _ __ -__� _- , - - _- - -- -- --�- ---'� - EL= 42.5 fTYPI -L - $f0.17+50.0� ELEV = 48.22' � _ � � � PROP L STEEL �-- ELEV = 48.72' _ �- �- -� � -� �� �� � � � � � � � � � � �� � � � � � � � � � � � � � �� �_r. � -.- _�=_�-. � TlE TO EXIST PA►/E�ENT _= � _ - =_� .-= EXIST LOy�I Tl�IBER _� , - -! - --- --� - ---------! --! --'-- ---------� --! --! - ---!--- �--- �- I�------ �--- -- - -------!--- I'---- _- --- . ___- -------- - __ _ _ _ _____� __ ___ ELEV = 47.79' ELEV - 4728 , TlE TO EXIST PA�E�ENT _ � � � � � � � � � � � � -- - T - r - I -- -� �� - �--- �- �- -r �- - - -r , I��-r-- - ' �- ' � � � I ' ' STA.16+05.00 ' ' , . . . . . . , STA.14+80.05 , � , , , , , , , . . . . , . . . c L � � ; a 10 11 12 13 14 15 16 17 18 19 20 21 � � � 4 � -� i i i __ i_' i i___ _.- _ i i_ ___ - i - i-_ _ i i -- i - i i i i - i i ' i i i � � � Op __ � � � � � � � � 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 �-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_ I- - - - i i CO - i,- � � � -. � -. . - . i � - . i �. - - � - - - �- . �. - � - �i - �. . �. . . - � .- �i - � � - - � - �i - �-- --� --� . I I �- �-- - � � �. � _-� -I I - I _I_ .-_ _ .� . I �. - I_ _. I I - �- -� - I- I- I _ � �- �_ hi I __ i i _ i i i i - � � - -� --- ---- � -- � - -- I --- --- - - -- � � �------� �--�-. �-.-- -.-� ._� -! C___ _. _C_-G-. -C-.-.- -.-. C _I � -C-. I -.-- -.-5 .--5�--_� _ -_! ---C-. -�--. --.-. I -- ! ! -�- ! ! ! -- -i i i i i i i i i i i i i i _ . .-. -. - �- i �- � � � ��_. �_____._.J_ � _._-____.I -_L I I . � . - - i i _.�� _.J_._. _I ._.-___.-_ -_ I i I__ I I_ - - - ----- -- - - - - - �_�. � � 1_._ _-I I_J_ �� I �_ �. _I ._ ____.-_ i_ i_ I_ I_. _ I I I I I I �-- I I I L- L--- -- I I I-- I- I�-�-- �--- ---�- - I- I I--- - I- ---�- -�- -. _ .-.-._ _.-.-_ I -_ I ___ I I I - - i -.-_ _-.- i i i O � � � � � � � � � � i � i � ' � � � � � � i i i i i i � i i i i i i i i i i i i i p, -.- _. -- -- _- - _ _ __ - -- - - -- ---I i i i i i -.- i _.! --! _I_I_. I � . . -._. I- i i -- -- - - -- � _.-_ -_ -_ _ _.-_ _. -_ ._. _ ._ _ ____ --- - --- ----- - - - 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 - �- - -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 � - - � - � - � � - - � - � - � � - --� --�-- �- -� - - --� --�---� -� -- - -- -- - -- -- - --� - -- -- - - - - -- - - -- - -- - - - -- - - - � -- - - L Q � _- � � -- --- �- - �-- -. I_-. I I -. I i _. I I , _I .-.-_ _.-.-_ I -- I -__ ! _ I -_ _.-.-_ I -_ I , -_ I .-. _I .-.-_ _-.-_ - - ----- ---- -- --- --- -- - -- - -- --- -- - -- ---- --- - -- - - ----- --- -_ -_ -. -.-_ _.-.-_ -_ -- ! - ! -- ---- -! --- -- - �- - - --- - --- ----- --- � I � 1 11 � 11 la; la 1� 1�11 lli �� � I� I I � 1� j � � � � �� I� I � I- I��li I I I��I I I! I ��I ��I I I�� I�� I! I I�� I I I! 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J_._._._ _._._.J_ ._.J_ � _.J_._. _ ._ __ _ _ __ __ ._ __ I_ _ I_ __ _ _ __ -_ I_ __ ._. _ ._ __ _ _ __ __ I_ __ I_. _ ._ __ _ _ __ -_ I_ __ ._ _ '_ __ _ _ __ ---� --�- --- ---- ---� -� - - -��--- -�---� --� -�- -��--- ---- ---� -- � --- �- -- '-- -�-- �_--- -- _�_ _.-I-- --�--� �---- ---�- --�-- -�-- L � > > > � � � � � � � � � � � � � � � � � � � � � � i i � i i � i i � i i i i i j � � � � � � � � � I I I I � I � I I � I I I I � I i � I I I � I I I � I � I � I � I I I � I I � � � I I � I � � I � I � � I � I � � � � _ � I � � I � I � � � � I � I � � I � C �I �� ��. . �� ������-. �-. . -. . i _.��-�._. _ . .-_ ._.- --C--- �� - ��- -�-�- ��- � i C-. - -.- _.-_ -��-_ -C----�-� i � i �--[_ _ �.- _.-_ '� i �- �- �- i i - --- -- -- - -- -- - � ' --- �U -- �- _-LJ_ ! �! �-. J--- ---�- -�� -�- -� --- --� - - �-� -� �-- ---� --�� � � � - -� --- ---� --� � -� �- -� --- �� � - � -� - - �-- ---� --� �-� --� � �-. - ----� --� � --�- -�-- - � �-� -� � -- �- -- �- � - � � --�- - �- �-� �-- --� - � � - �� � � I � I I i. I I.' I I I I I I I I I I I I I I I i I I I I I I, I I I I I I I � �� i I II II I_I' li I� -.- -.- li i I -.-_ � -.-. � j I --- -- -- - � _ -.-. i i i -- � i i _ I I, _� _ � I_�_�_ I ' I I I I I _ I �_ I_ � I _I __ � I I_ _ I� I- _ I- ._ _I I I I�_ �__ ; �_ _� .� �. _ I_ __� I I. I�_ __ I I . I I I I I I � - � � � : : _ � BEGI GRADE � �_-: -�_� :_____-�_ _-�__ , �_-- -- �� -_ �-: _� �, -__:_.-_� :-_ :--�--;_� _ � _ __j_ _�_� � � �� �_ E � E � __�_ E ---�� �-� --�-� --- ��� � � � �� � = _� � � - ---� �_ ��_ --- - W TlE TO EDGE OF L E � � � -- I�____ ___ li_ ._._ -i i __I� ---� i i ! � BEGI CO ST RUCT l0 __ � ._ __'� ._. _ __ ____ _. _ ._ __ ____ � __ � ._ __ � _ _� _ __ ____ � __ � . __ � ._ _� _ __ __ __ � ---- ---- ---- ---- -Yl - Sta. l0 +13.18 = ----- ----- --- ---- ----- ----- --- ----- ----- ----- ---- ----- ----- ----- --- c�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 I I I I I I I I I I U I -- �i ---� -- - - � - -- --_� -- - -- i i - ---C � - C .- -_ -_�- - � � -_ --- � -r- � -i - -� -� �- -� � BEGI GRADE - � � � � � � � --� - � -L - Sto.13+66.26 �13.18 RT J � � � � � � � � , ' , � -�-- :- ----}- � � � � : � .-�- ---�- --�----}-.-. -{ . . - -� :-_�_ . � � � . -f-- :- ---�- - - - _ - � _ , � � � � � � � � � � � �� � o -: - -- -- - - _ _ _ _. _ _._. _ - - - - - - - --- -- - - -- --- -- ---- - -- --- - _: }_ -_} _ _ -- � _ _ : -- - _ � � f f -- --- _ � � � : -- �, � � -Yl Sto. IO+IIAO = _ _ _ - � -- - -� -�-- ELEV 49.15 � � � � � _ . =,- � _._ -- _ _. . - -� -- f- = ; �-- -:- . � � � I I � I I I I I f I I I I �, � � � L- Sto.l4+16.05 110.94 LTl �r C- r r- ._ r :C r r-- r_ r __ � r ��C �� � ��. - �� � E i � E �E �I I ��I � �:��I � �I�:� �:�I � � Pl= 10+I9.00 I � � ,�i i� i, i; • i� i ii i�� �i� i� � � �i i� � ii �� ii� i� � � ii ii� �i� i � i� i , �i� � i i � � i i� i i � � rn �__� i � - -� �_._ ELEV = 49.73 _ �__ . �_. ._� _. ._._._ _�-� _ . _ . _ � _ - - .- . - -._ - _ - - _ ---- - � �-- - �- - � � �--_ - �- - -�- � 1 I _ . � i- --- _ _ _ �- i ._- � � �- -- __ � i i . - i � _. �i - - - --�-� - � _ , -! - -i_ , _ �__ � � _ � _._._ _ ,_ ', .- -� i EL = 48 68 ; � -- �-__ _-_� - - � '� � � � � -�- � -�i � � -� i-i- �-f-� . �-� �-I_. I�_. .I J_ .I_I I_. _I I - i _ i �_ i _I - � ' 1 J- .I_i i � i i� i � � i i _ i �� _ �i � � _ -- ; � �- �. . . , - - - i - L. �. . _ i - -�� : -. - -: . i _. .J � - �` --- , ;- - .- - -- ; � � _ --- -- - - - ; Pl 10+40.00 _ _- - - , _ - : - ;- - --- - �-L- - ; - , , � `. . :� , � ` ` ` � � � � �� f � � � _ _ _. __ ._ _ _ _._ E _ - - _ � - m � � _�_ Pl - 10+75.00 ,�_ , ;_ _, - -;_ ;_ �_; � _ �_�_ �, E-- --- _ - - - i � • _ _ - - , - _�; �_�; �_�; _ -=,--_�_ _- , _ ;_� ,----� _�- - -; -�-� , BEGI lLL T0 KEY-1 , , . . : . , : : ; - -- - - � _� _� _ , ; � � - ;- � � � � �. - � - : � � � I ;_. ',,_ _ _=_ ;- �_ � EL = 47.17 ; �,--- ----r- -- -- � Pl = 10+50.00 - - -�-� _ � _, _ �_�_ _�_�_�_ _ , -Yl - Sto. ll +37.00 � _ ,_ ��_��_ _�_:�_ _ � _ � EL = 45.15 � - - �,- - -L - � .- - --- - � _ � __ _ � °� � � � � � VC - I24 � � �� � � --� , ; � � E D GRADE I �I �� -- ,�- - � � ; -� ;; ;; ;: , K = � ELEV = 46.76' _ PIPE HYDRAULIC DATA . - .- - - -- � -Dl- Sto. ll+19.00 � .�� -� _. �- _. � � . .__ � . . _ _: � � � � -- --- ._ � - --- -- --- - - --- - - - - - - - <o - - � i , i � � � DS - 30 MPH I 72' CAP �/ HE�4D{�ALL (BURIED / J i. �,_�� � ��� � � �� � �_ , _� � � � , � ,i � i ' �� � , � � ELE = 43.63 � � - � � � - �- - -� - � �_ �-- � _ � � f� i j i i j" " i f I i � i i � i � i i � � i i -� ° � i I `� i I i � ' I o �- - - ---- � �� � . � ��--- --- - - DES/GN DISCHARGE = 200 CFS �-- -- - -�- ( -18.0000/ - T � ; � � il_i_ i_� ;. � . � . �- �- -.! . -- --- _� . i ._ ._ . . . � � - _ _ _ � _i ._ _ . . � � .-- `J O -� �I_�- - --- � -I! �- -- I! DESIGN FREELEVATIO = 46A2 FTS � � -- ----�_ �J O --' - � � ( -)13.0000%e ' -!- -!-- - � � . - .�- �-- �- �-- '--� - - �--- - J o � -- �, �_� � � N MN N � _� �. �_ �---_�-: : �_ � � � � � � � � 3 -� -- �� - _ __-_� _ � �-: . � � �- �__ _ . ���._ � -r- � � �� �� � � � T (-18.0000/ T �_� �_ �'_ ` � � :� . ��`.� �_� . 4bOaj - - - - BASE DISCHARGE _ 300 CFS I i_i ` �_ o i - -- - --- - -�- �---J-! • � - � -- -J .� o �-i � i � `i i � (- ° i i �- � � � � �� ASE FREUUE CY 00 YRS ; _.f_�- � � �:- J � � �: -� �i '�i: �i i- i i i i:�i`� J0.6606/ B N � _ 2,2088/ � � . _ _� :_ _: : . . � _ C. , , --._ � : _- - i i _.- _�-- - � N _ I ! -- � - --:` T _. �_ _�. i i, . _ i ._ _ _. J � _�_ BASE ELEVAT/0 47✓l FT - -� _ _ _. � ----'-- i i i i-_ i i N - i i i i i i i - --- �' I i; -. `-- --,� , ---- - �--� I_ i I �__` �--- �- �� --�-- Q � -'- - --' -. ;- � ; �;--_}__�_ PRQP 72' �AP --� � OVERTOPPI G D/SCHARGE _ 223 CFS 40 ------- � � � � � i � � _ � � _ � � 4 O �i � � � ELEV �� 38.1 � r � � r r�- ' � � � � -- --- ---- � i i = � 4 OVERTOPPING FREQUEIyCY- �25 YRS � � �_; . _�_.--- _._�_ . � OVERTOPPING ELEVAT/0/y = 46.6 F7- --------;- - -- �--r _ _ _ - -; - ----- -- --- - '- - '-- -- ------ ;-- --- -- --- - -- --- - ------�. ; . . Dl Sto.10+00.00 - �. . � ` ` � � � � � -� � : -Yl- Sto.10+00.00 = __ _:_ :r - - - - ---- ---- - ---- - -- - - �---- -- .�- _. ------ ---- ----- ------- - -L - Sto. l+l .88 � � � � � � -L - Sta.13+66.26 � � � � � � � � � � � � � � � � � � � � . _,_ � _`_` �_l E D CO ST RUCT /0 - _ - - - - - - - - � � - � � � N � � � � � � � � � , � - -_ -- � _ � -� __ �_ �-- � �- -__ � � - �__ _= --- _ � - � � I __ _ W__�f_ - - __ - --- - - � �,-� ,-- --- ; ELEV = 49.95' , _ _ _ - : -- - _--_ - --. . . -. . . EL V - 9. l - . -: --- - _ ; E 4 4 � � � � 3 0 :�� � E o �R,a�E - k k -k- k_,, ���-� � k k � ���, .�_, � 3 0 � --- _. � � � � � ; _ ��� ��� ����� �� ��� �� � � � �� � �� � �� � �� ��� �� � ,, ,, ; � � � �� ; ; ,- - -� - ---- ---- --- � � __ - --- --- -- - - - - --- -- -- -- - - -- __ � �_ _ �_ � �--- i :I E1�1D �lILL TO KEY-ll�l , _;I _ _._. __ _ -. . .-. -. . ._ -. . . .- - _ . ._ . - _ . .-. - . . -. . --- - -�- - ._ _ 1 . �I_ _1 1_. 1 . i _1 I_1 ._. _ _._ . . � -- , i � � -: i i i i _ I � I I_ _ I_ I_I_.1 . _�_ _I_� _ I _. .I J_ .I_I I_, . _i_I _ I _. I _. I_I I_I _ I_I _ _ _ I . . . _ _ �_ �__ -i i _ _�. �.-.- -� .-- J----_ ----- . _. .J ,_ � � _ -Yl- Sta 11+60.00 - - . -- . - � � _ - � _ _� � � � _ _ � , - � - -� � � �� �� -� � � -- ili ilil lili ilil li I ill ii ii i i i� iii ii i i ii iii iii i i i i i I 1-- I I' I' - I 'Il �' -'I f I I � �� _ _ _ _ ,� _ _ _ . . -. ELEV = 46.67' _ _._ . . . . - - . . . _ . . . . _. . . _-� . �'/ D/ � J N T lE T 0 EXIST PA►/E�IENT � � � 0 9 10 11 12 9 10 11 12