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HomeMy WebLinkAbout20040967 Ver 2_Bridge No. 350 - Plan Sheets - Henderson County_20170925 Carpenter,Kristi From:Mark Davis <msdavis@vaughnmelton.com> Sent:Monday, September 25, 2017 12:16 PM To:Brown, David W SAW; Chapman, Amy; Carpenter,Kristi; Barnett, Kevin; Hamstead, Byron; Chambers, Marla J; twooten@hvinc.gov; Mahjoub, Mohammed E Cc:Hardy Willis; Noonkester, Jenny; Joel Setzer Subject:NW 3 Permit Application - B-5929 - Bridge No. 350 - City of Hendersonville Attachments:B-5929 - Bridge No. 350 - NW3 Permit Application - City of Hendersonville.pdf; Bridge No. 350 - Plan Sheets - Henderson County.pdf Follow Up Flag:Follow up Flag Status:Flagged Ladies and Gentlemen, Attached for your review and comment is the subject permit application. If you have any questions or need additional information, please advise. Thanks, Mark Mark S. Davis Environmental Specialist Vaughn & Melton Consulting Engineers 40 Colonial Square Sylva, NC 28779 msdavis@vaughnmelton.com 828-354-0117 (Office) 828-508-9670 (Cell) 1 C � L � � N 6� m i 0 L T 3 0 c i m � m m .- O N Ql L � C: S � 0 0 � � � �_ N� �� _� T� LL o�� N L U �} L :� � � \ „ N ��� See Sheet 1A For Index of Sheets ;� . �: .. l„ ,�$ , ��, � -s ,� ;�; ' ,... �G�� T'�.I� I-� � �— �ST'd4o ll -t-3S'>04 NO OUTLET � > < � b �. ������ �lly ����� ����1Le��� �L/J���1L���� �Jd� ���4�I�� �'V'���� � � � ��� _ ��� g � � � � � � f,. , � �: �� f�� r �r � vi , z �s:. � � � '� _ 3 t �% S '�r- ,�°. 1 r�'. :i} "f, ,+ -t: rs � . �s �y . zi ( .� 'a. , r z f r,� . ),�i j,' :�` 3jL' ,� , , ; u BEGiN BRIDGE — -l- STA.13+i5J6 - �, s �� ��. s . r �.. _ ♦ ,�. .:. a .- �. ♦ r�. �. • �. �. s ^ r�.. � : . ,� .... ,� # x �r�:. r: ss�:��. •�� - a�-� r END BRiDGE -L- STA. 13+75.16 ' _ __.__- ��.� �'�� ���„��` ���.. -^ � --�� �8�. 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"J4 2�3 Q �Q �d odc�� /�Sp�bi = GOO ': S E A L : a $3giGig 1 1 1400 �arcla Rsdge 13r., Ruteagh hC, 2767Q ;. m� 033Q23 '' �� �`✓ �t�� (2025} = 72�i3 LEI�lGi'F4 R�a4��AY 1'iP P��lE�T �--5929 = �.049 MI. = �°�. � � °�� ��� PI�hRS �- = 7 0�o zorz szAnrsnrus sr�crFrcarran�s •,•<9o�ey� �\o?o.=,` �� �Q� LEiJ��'�1 5�"RU��"IJRE TiP PRC3.iECi �-5429 =�.0I3 Ahl. p�".....^..,« .............. � � 3ffi 15 fl 3m �Q �= 35 P�tPi� sac.u.arc�R�: �„ e �C)�,4L LE�t�I"�4 T6P PRE7�E�i �-592 t=�.lZ A�ti. I27��IT ��' ��Y I?.<ET'�: REEC� M. SCF6lBLER, P.E., F.L.S. ,,,,,,,,,,,,, � � �=� ,$U�Y 2fi17 �'aoJccr �xcrxsEx dZfD.41}iT��l' Z?ESI�1� �..Q�� ca,ao� �,,,, �� a PRC7FILE (F00R�Zt3I��ALj �'M�II�*�EFt 2�OFE5SIp''�.,?'q'.�' ��'� ��� Ft1Pai� �L�&S5=L��A� R�Rt�,L IN��Z�P��'�� ��,�hi,� ` zb�o �=' _ ��� s'������ 6 3 Q 6 i2 no xor vse Fox xrw acnmsirior j,��`�`�'�('.s j}f��`�, �. �`i���`4���- R�E��. _: -. 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D=2.0 Ft. � � I 6=2.0 FP. o ;F'�, Do �a,a9�� ao c�2s�.ocriox ,-' ; . % � a,��.., ,. ......... . : .�. � �� �, f .� �< ����"'���"� FROM L- SFA. 13 60 TO -L- STA. ta+02 RT ��� "'�-"Fr R��, �"••nu„�,�n5 oc ,,.......,.5.,.,,,.,.. - � _. ��,. _ �- �, ' _.... ��I? T'�� l'I�f?J�GT` �-5929 �����E�$ �m� �o�s������ ����� - { 6DNL.ESS A�L S6GF➢AT4)RES COft�PLEiED . �. �.; '. . _. � �ST'�4a 17+IS.�10 � i�' -� � N �'P � '~- . � X � -.-, . � �"''•*., , ,. � .�� � ' . z � � � _.�� _`` ..... , ,^.' ,�� '.�: � � � ..``` _ F, i �:i O i..aJ. :.y . . . . . .i. � it o sf i\ f� .... . . .. .. ` .. S_. . . v ... � . ✓ , .. ., , / `- _ ___....O4�b � _ l �cR- --- -- � _.._ g, � .,� E \ � _.,._. _ , _ _ --- ___��., _ _ - _: _...__ _._� �. �� .._ _____ �..m�-- - ---_-- _ sa _ � o� _ . ,. �. .__ _,�'__._ _. ;.�° �� __ .._ . , ,, __. _ �... �... l s9° .. „ � -,,.� ____ � R=5'-,�L �'-.`�P-10 � �� �� _ �� �.� ` �'�°�',� � , -� y ; _ `�y�,� �� / .1 � .: � . , . _.,.... E � ..��� '� � �c. o . � t� .l �\ � IS%� ,.1�J ra , r , . ,� . � . _ -.: ,. \ ,- ,,. � `_ t3QP. CONC ,„� � ��� -' �O ,� � - � _ -.` � � � � ..,- J-. �,�7000-L- r'� .`�� SIDEWALK � r- � , � : �_ , � . 4 % , , � - � , .. ° � _ � BE6IN C&G� '- 35.00 Rl" PDE � - ; f"��� ' , � TA11+6/47 ` ''ti �'�� � _ � � ,� ) +50 QQ L- +�`5.00 -L- _ ��� Gr _ �: � '� ' �'. � �-� �: EXIST RIW f : EXISF. RlW - = r s � � - 35.00' RT �'10.OQ-L- ' +00.00 L ,` � � . �s�.�.� i1 } � ti : � r O � EXIST R/YV . �r . � 5Q.QQ' RT EXIST. R(N! _ �,.. R SKETCH SHCXdIA(G RELATTONSHIP QF ,� � J;. 5�, 5004 RT ` _�.._ _ „- PAVEMEldT WIDTH TD BRIIh;E �h'IDFH °�' _ � �" .; � ; � � +5Q 00 L- , � °` , cND BRIDGE �, 3'� � 4 - _ . . � ' - � 4 00 RT -L- STA. 13+75.76 : ° BEGIN BRtDGE r � .,,,�? ' " ( -L- STA. 13+15.76 ` EI�lD APPRQACH SiA6 �` � BEGIN APPROACH SI.AB I -L- STA. f3+87.76 P SfC1. 14fl3.28 -L- STA. 13+03J6 1 � � � SHOP % GRAU 350 ` ��' CURVED SPECIAL LATERAL BASE �{ T1_2 �:� TYPE-iil �'" }-ypE_��� RZQ� AT-i DiTCH (SEE DETAIL A) x -� 33A0' RT - :( '` � � o � � � ;� � T� -L- CURVE DATA - �� ,- _ _ , � ^ . � „ .. ._ �-s c&c M� o o N M tl° � �`� Pt Sto l4t68J8 P! 5to l6+2Q.23 P! Sta I7+70.85 i d= 13' 03' 00.0° tRTi t�= 10' 25' 00.&° fRTJ p= 2' 20' D4.5` (RT1 �Y ° ' ' �.� ,�' �= Ii 5b' t1.8° D= IQ' 36' 37.2 D= 2' 28' !07' ' . n. � �a a ..a. a ... ..... �. ....,.....n '.P :..C' 4 . .. n.... ., �°. :, .. . � ..." , r � _ _. � L = 10933' L = 9BJ&` L = 34.53' � " � � ; �� ,_7 yZ„ ` T= 54.9(Y T= 49.22' T= 47,27' � y «,�.,� SIDEWA��c St .14f13.28 R=�0.00' R= 540.Of1' R= 2,32Q.00' ' Ds = 35mph Ds = 35mph Ds = 35mph o-..� �� . ,_'� SE = 0.04 SE = Q.04 SE = EXlST. '_ , _ .i�.� . .. ' ... '. _ . . . P....._,�._ .. .. ..,�. _e.._.. .��. BMt v ' FiM2 �..,. � _.�. ., _........ , . ., N 5425d6 E 972i79 - � N 592458 E 972375 ,. . � _ 2052.76' s ELEVAFtOPi = 2087.08' ELEVA710N - � � ' � ' � � � '��� -BL- SYATiOI� 6+45.00 i6' !L ;� I -BL- STATION 9+i6.00 13' Ri. ��� Pl = !2 fl0.00 FL = 2,080,36' VC = 80' K=6� �s = 35mph �dl5' E�df�= GAPS �` _ . - i.73 Al = 14+30.00 i EL = 2>082.58' 'sVC=80' -��v� �s�iE7�� K = 60 ST�.�3¢75.7& Ds = 35mph PI = l5 f80.00 Ec = 2,o8s.a�� . VC = 80' K=39 �� ' Ds = 35mph � �lT� f a . � a� �` F � PC Sta.l7t2357 d. � � ,� �, ._ �� , :, ,.. "�`� ni ' PT Sto. !8+/SJt � � � ° a � � � ''� . ,ti �� =25' ' � _, \�. �� �� . END C&6 �� �� STA.l7f15,00 PROPOSEo � 4" SEDEWACK +15.Q0 -L- Ft1LL 6EPTH '�' - EXIST. R!W � PAVED SFiOt3LDER 35.00 RT t' \ C; z � � . : ��. > �, i � v � .� , � , < s � _.,_ _.. � C7 �U 60 ,, � � ,, . � _. .., . �.. ��.. _ .� <._ . . . ...... _ ��_�. _,_ Pl= 16�65,00 �-L� STA:f7+/5.fl0 EL = 2.D86.35' EC.2,OS6:�5 VC = 50` � '; K=55 Ds = 35mph STRUCTURF HYI�RAULIC DATA DESl6td DISCHRRGE = f&Cha CF5 DESI�N FREQUENCY = 25 YRS ? DES16rV tNd ELEVATlQN = 20823 FT ' BRSE �lSCNARGE = 2&l10 CFS BRSE F'RE't?UENCY = l00 YRS BASE NW ELEVATION = 208?.0 FT : OVERTt1PPlNG �1SCN�4RGE = I�QO CFS 04/ER7QPPJNG FREQUEAlCY = 25 YRS QVERT�PPING El�t/AT10Pl = 2Q82.3 FT . � ��c aBE fA � 208 208 ��� i3+Q0 _____0.3i57/ +';.00?�j _ -------�---� PI = ;2+iC.00 -L- EL = 2080.36 `fC = 86' GRADE D�IA -L- FiIL FACE (v END BENT IJ0.1 57A.13+1ie9E -L- G.P. ELe 208i,39 `3EGIN �R��v7 SLUPE � 5 STAa 13+11.53 -L-� LOW CHGRD G.F� EI-a 208i�38 /�ELa 2078.73 � rSX � c --- -=1, —_-� — — — a� ����, APPROX.NAIURP.�J� �U�T _ � r� GROUNC �INt �,� ; � � � �"—� ' � / I I iG'oo ; o� �c�� EXCAVATE TO EL.207�.2 (GRADE TO DRAII�O 2070 I i I�—1 2065 NC `� IC NqD S3 NA 20t'. BEGIN AF �T/a ��� ���I �La1 1� 2 �' ASS � iJ P,IP RAP � i i3+50 FILL FACt (a'� cNt� BENT �2 �STA, 13+7g.s6 -L- '-6° TO �IMITS GF � i G.P, EL. 2082.07 UNCLA�SSFSE� S?R�CIUR� ry EXCAVA7ION (TYP_? � � LO'A7 CHORD . �— cL. 2075.41 � � r"� IX c LNIi;H NA'ER ------------- A EL.2083.9 �L.2077 � ` I�T�--(— � P " E�_ za7e � i � �'— �,�� ��`� � k� � \=o �y' / N4VS E�.2d73.7 \�' �� ' ! ' i i ��' �V ''� ` � f07/26/iE) �-' i ' (� � �� / _ ����� I °° ��{b � � � EXCt;4`A7� i 0 � i �--' �L.2075.8� I � i—CLASS T1 � 00 _� ----"- � (GRkDE TfJ DR,4INY I � RTP P,AP i ca � i I � ' �� � F � I < < � HP 12X53 ST�EL � \r' r� EXISTING��' P��ES !T'(P.) ��-' �? SUBSTRUC7URE ` a (TYPa1 END BEIv ' NOo 2 SECTZO(� a�01�G � SUKVEY -L- ino �u;,tu ��xo�r 'r�'� ,��,�1 ,`1,�0!�!G � SiJP�v'F�-Y - - (PSLtS NOT SHOWN L`�� ��AN V1tiN FOR C�ARI7`!) B z.33zb�, _ +i3O� � � P_ = 14=3p,p0 -L- E� = 2u62.56 VC = 8Q' GRADE D,4TA —�— L��y\��� LINCLASSIFIE� S7RLIC I �RE EXCAVP. ; SC�N (SEE NOTESi INtRc"BY CGYTlFY T:4;^-.T THESE PLANS L?c 7HE AS-BUlLT PLA,MS. \o�\ ���ii kr �C \ �`oF��SSip /�s�_ 5 'a ScliL 9 - _ _ = 20��� _ _ "; y%Fn, <e:= U ; ��y��=c���s��''�' PRQ�E�, i N�o cS—Jq�o „",,, HE�1�'ERSOi� COU\TY �oc��M�NT r;or coRsioE�Eo� �� � r _i _ FINAI UNLFSS A_L ! �T� i 1OIVo 1 JT��'i��G' L SIGNAIURES CCMP�EIED I SHcET = OF 2 REPLACES BRIGG� �3�0 ❑ 0�oone.vC I � �--- 22�355-9933 � S;5TE �JF NOftiH LdR`�L3NA ❑ r�- sET sao4 ! � �z3 i � DEPHP I i�h�NT OF i RANSPOR I ATT_0\ i i Rw�=_��� I Y�ea���&Mela�ee - �ss`s<e:ss�� � I ca ,s�ri�9 ��e��E��s = soa�.<.,,��9. s F' � � � _i PJ� i� A��i i 864�5i4�4Ti5 ksheviile, ❑ c�a�ies+ohsc � �C Vi � 1ID � �yfT i 0 Narth Caroiina q iq ss5o I V` ��l ��� L V�� Yi � i� J.., � tJ' s2e�zss�z�es p µiaaiesw�c.er � i� P.cie15�,NC � CM1a-1oP-te,NC 606-2A8-6600 �' � s�ss�s�s ;�<3»�=ea ��.��,a.�a ; �0R BRIDGE GV�� ���VILS FORK �'°s�''�°s ON TRaCY GROVE RD= BLT�NEE� i, < a� - ��,�,�s ka j — � L�S N�I��Y 6� & SR 1753 DvJN. BYa 1�tC DATce fi/201? R��isiovs sHtEr No. C�-IKD, �Y: h�W '3ATE; 6/20i i"0'� e�' oare, No.l er: ����: �� S-� � � . �� � io��_ DESa �GGa �F RECORDa RTS JA7Ee 6/2C17 - � s�`��s 72� I��: � �� 2 �SM �i� CHISELEC� X IN i OP BOLT OF FIRE HYDRAN7, 18.5' LE� i OF STA. 13+03,76 -�-, ELE�I. 20827G Na �� �n�a zc� 9e � PROPOSE6 GUAftDRAIL (ROADtNAY DETAI� & PAY i7c�d? (TYPJ BM�i 1 ND OUT�ET ?RACY GROVE R�. i0L6 DANA RD; . ��. �'.��'.,�'�,9'�,Q' .C' •O:•'V:••,• CLASS SI RIP RAP / �// � I.6e S7A. / 13+45.70 -L-� � � ---- -- ------------- PROPOS�d I STRUCTURE � CLASS II �l�b„� . �RIP Rt�? � :� FOR UTI�I i Y iNFdRMATSOi�. SEE UT7L.LTY FLANS 4�D SPECIAL PROVISIONS. OREGON oARP,IER R�IL --�—_----� � -�- � TO Sp _ �-- r - -- ---- 1753 �� - _. �. ------__-'---�- . .l' �. :' 0 — . . .. . • : p_ 0• � •• Q. . �.9' ..'0' ..O' ..Q' ..'1 ' ---_""—� �•.'�.�: � �:::.....::.;`'.. •�1:.'0:.�4::.0::. '\ I i � 9' .. �' .: i � �-120°-00'-CO' ' � �1Ut14'kLK� , �i � i i ._______'___'_ N i M ____ t EXIJ�IN�J +� ________________________`_ S i RUCTUP,E v -` B�''2 a � � �� �`��TIO(�� SKF i �i-� i2'-9' JJ'" �CLIT TO VUI) 24'-9" (C�tAR ROADWAY; �� i -�- � i3�,�Z„C� `� BRG.-� V �-s�/2' C�a � BRG, ,q A.SPHA�I WEARING �,\ CCNST,JTD SURFACF iSEE "� (?YPJ i P.OPD9�tAY PLANS)� � � 0.02 � I��O;�� �O OO�G 12'-0" 3�/2"C� �, BRG.- i:R:;D:� P i , o.oz ,� 5'-i '%z„ SIDFW�LK HYDRAULIC DATA I DESIGN DiSCrARGE = 1800 CFS DESSGN FREG'UENCY = 25 YP.S DESIGti HW ELEVATION = 2082.2 FT � 6.4SE DI�CHGRGc = 2o�C CFS I BASE FREQUENCY = ICO YRS BASt H�N ELEVATION = 2G83e° F j ' OVERTOPPING FLOOD DA7�. OVERiOPPSNG �ISCHkRGE = i930 CFS CVERTGPPING FREQUENCY = 25+ YR5 OVER70PPT�G E_EVA7T�N = 2082.5 FT vRA1NAGE .4REA = 8e24 SC�e ille P-3'/>"! � 3-BAR ME7A� P..ASL , � �_ 00���0�'�O� C����;����;I ��� � �� � �i� � 3'-0:, 14'-6„ � 18'-6• ;1 PRFSTRcSSED CONCR�iE COREC SLAB UNITS = 35'-0" � `,'PTU�,L SEC i � Oi`� �aTFs 4SSUUE�J LZVE L�fiD = H�-93 OR ALTERNA.?E �OA.DIrtiIG. THIS BRZDGE HAS BEEN D=SSGNE� TN !?CCOR6ANCE WITH 7H� REQUIREMENTS GF 7HE AASHTO LRFD BRIDG� DESIGN SPE��FICATIONS. 7Hi5 BRID�c ?S LOCA7ED �Id SElSMiC ZONE i. ❑ gao�e. �� 1 23�3i5�5933 � o ,�rci,�es.,�, 523�46t�P9Ci ❑ �����ne��eea�n ass`s<s'sao� � Cons::l'ing Enqinee�s G A6wtcnburg,sC I �51<�4T'S �',. A..718 aTr�C Ll f.ho�iestor!.SC �i ❑ NOfih � li�6 SA3�?)4�5650 ���.. E28�253�21i6 � � aief9n.hC C� C�criost=.NC 600�25&o66iCY � ?15�9'fi-3955 TO<.�35i�OS8e G a.GA >��a�, 1i0�62t�3569 ` [co......_.� 2��6 vcu9nn h J DOCUiJ�ENT N07 CONSSDcREG (DWIV. BYa WC DATE: 6/2017 FTyAL UN�ESS A�L �CHKD. 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