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HomeMy WebLinkAbout20160727 Ver 1_Bridges 132 and 221_20160822 Wrenn, Brian L From:Thomson, Nicole J Sent:Monday, August 22, 2016 2:47 PM To:Wrenn, Brian L Subject:RE: Bridges 132 and 221 Attachments:670132_FS_pmt.pdf; 670132_REDLINES.PDF Here are the redlines. I was just never sent a copy. Sorry! Nik From: Wrenn, Brian L Sent: Monday, August 22, 2016 12:39 PM To: Thomson, Nicole J Subject: RE: Bridges 132 and 221 I think it’s a good design and I don’t see the disadvantages to using it as a typical design for most floodplain benches. If you can confirm by email that it will be used, then I don’t need to see the revised plans. Thanks, Brian Wrenn 919-707-8792 (office) 919-710-6516 (mobile) From: Thomson, Nicole J Sent: Monday, August 22, 2016 12:25 PM To: Wrenn, Brian L <brian.wrenn@ncdenr.gov>; David.E.Bailey2@usace.army.mil Subject: RE: Bridges 132 and 221 I was mistaken – your original email regarded only 221 with respect to the floodplain design. Do you require a similar design on Bridge 132? From: Wrenn, Brian L Sent: Monday, August 22, 2016 12:23 PM To: Thomson, Nicole J; David.E.Bailey2@usace.army.mil Subject: RE: Bridges 132 and 221 Your 8/18 email stated that Br. 132 would have a similar floodplain design as 221. Have you gotten plan revisions for this bridge as well? Thanks, Brian Wrenn 919-707-8792 (office) 919-710-6516 (mobile) From: Thomson, Nicole J Sent: Thursday, August 18, 2016 11:33 AM To: Wrenn, Brian L <brian.wrenn@ncdenr.gov>; David.E.Bailey2@usace.army.mil Subject: FW: Bridges 132 and 221 1 Good morning! I’m back in from the field and had some things waiting in my email for you. Please see the attached revised drawings which include the detail showing the coir matting on the floodplain bench. I spoke to Galen about it when we were in the field together this week and he said it was something that they (DOT Hydro) missed during their review – most often he requires that a typical is shown on the plans which shows the floodplain bench lined with riprap and the coir matted area for vegetation. We will try to do better in the future with grabbing these things during our review before we send it out for permitting. I’ve also asked for a similar revision to bridge 132 and I’ll forward it once I get it. Thanks to you both! Nikki From: Nancy Scott \[mailto:nancy.scott@threeoaksengineering.com\] Sent: Wednesday, August 17, 2016 10:03 AM To: Thomson, Nicole J Subject: FW: Bridges 132 and 221 Updated drawings. From: Dan Duffield \[mailto:dan.duffield@summitde.net\] Sent: Wednesday, August 17, 2016 9:58 AM To: Nancy Scott <nancy.scott@threeoaksengineering.com>; tracy.parrott@summitde.net; 'Brandon Johnson' <brandon.johnson@summitde.net> Cc: Michael Wood <michael.wood@threeoaksengineering.com> Subject: RE: Bridges 132 and 221 N, Something was turned off on the redlines, here are the redlines that match the permit drawings D From: Dan Duffield \[mailto:dan.duffield@summitde.net\] Sent: Tuesday, August 16, 2016 12:20 PM To: 'Nancy Scott' <nancy.scott@threeoaksengineering.com>; 'tracy.parrott@summitde.net' <tracy.parrott@summitde.net>; 'Brandon Johnson' <brandon.johnson@summitde.net> Cc: 'Michael Wood' <michael.wood@threeoaksengineering.com> Subject: RE: Bridges 132 and 221 N, Find attached Call me if you need to Direct: 919.644.3144 Thanks, D 2 From: Nancy Scott \[mailto:nancy.scott@threeoaksengineering.com\] Sent: Tuesday, August 16, 2016 11:13 AM To: Dan Duffield <dan.duffield@summitde.net>; tracy.parrott@summitde.net; 'Brandon Johnson' <brandon.johnson@summitde.net> Cc: Michael Wood <michael.wood@threeoaksengineering.com> Subject: RE: Bridges 132 and 221 Ok, thanks Dan. From: Dan Duffield \[mailto:dan.duffield@summitde.net\] Sent: Thursday, August 11, 2016 9:40 PM To: Nancy Scott <nancy.scott@threeoaksengineering.com>; tracy.parrott@summitde.net; 'Brandon Johnson' <brandon.johnson@summitde.net> Cc: Michael Wood <michael.wood@threeoaksengineering.com> Subject: RE: Bridges 132 and 221 N, We can make the revision, to be honest, that one was approved and “then” they asked for coir fiber on the others, so I think that is a very reasonable request. We’ll update the plans and get you something tomorrow. Thanks, Dan From: Nancy Scott \[mailto:nancy.scott@threeoaksengineering.com\] Sent: Thursday, August 11, 2016 4:42 PM To: 'tracy.parrott@summitde.net' <tracy.parrott@summitde.net>; 'Brandon Johnson' <brandon.johnson@summitde.net>; 'Dan Duffield' <dan.duffield@summitde.net> Cc: Michael Wood <michael.wood@threeoaksengineering.com> Subject: FW: Bridges 132 and 221 T/B/D, please see Nikki’s request below for a detail of the floodplain bench on Bridge 221. Thanks, Nancy From: Thomson, Nicole J \[mailto:njthomson2@ncdot.gov\] Sent: Thursday, August 11, 2016 2:25 PM To: Nancy Scott <nancy.scott@threeoaksengineering.com> Cc: Michael Wood <michael.wood@threeoaksengineering.com> Subject: RE: Bridges 132 and 221 Ok..I finally got something concrete on the T&E. There are like a million different people that handle it depending on the funding source of the project, or if it’s design build or design-bid-build…I swear, I get more confused every day. 3 Going back to the questions Brian (DWR) had with respect to the bank armorning and flood plain benches: He’s feeling better about the armoring question and will defer to the technical analysis of the design team on the amount of armoring necessary to build a stable channel. For Bridge 221, he requested a detail of the floodplain bench that shows/calls out the coir fiber matting. Tracey referred to it in his email, but I double checked and everything that I have points to geotextile and rip rap. There’s nothing that depicts coir fiber or even refers to it. Thank you! Nikki From: Nancy Scott \[mailto:nancy.scott@threeoaksengineering.com\] Sent: Tuesday, August 09, 2016 12:44 PM To: Thomson, Nicole J Cc: Michael Wood Subject: Re: Bridges 132 and 221 All I can think of that we have are the field scoping meeting minutes. Nancy Scott Three Oaks Engineering Office: 919-732-1300 Mobile: 919-448-1632 Sent from my mobile phone On Aug 9, 2016, at 12:27, "Thomson, Nicole J" <njthomson2@ncdot.gov> wrote: I was hoping that maybe he had an email or something floating around. I will see what I can find here in DOT – as of yet, nothing. Nik From: Nancy Scott \[mailto:nancy.scott@threeoaksengineering.com\] Sent: Tuesday, August 09, 2016 10:11 AM To: Thomson, Nicole J Cc: Michael Wood Subject: FW: Bridges 132 and 221 Nikki, please see Tracy’s response to the T&E issue on these bridges. From: Tracy Parrott \[mailto:tracy.parrott@summitde.net\] Sent: Monday, August 08, 2016 9:35 AM To: Nancy Scott <nancy.scott@threeoaksengineering.com>; 'Brandon Johnson' <brandon.johnson@summitde.net> Cc: Michael Wood <michael.wood@threeoaksengineering.com>; 'Dan Duffield' <dan.duffield@summitde.net> Subject: RE: Bridges 132 and 221 N, 4 We will review the hydraulic model data and provide a response on the amount of channel improvements and rip rap that is proposed in the design. Regarding the T&E work, this is NCDOT’s responsibility. Below are a couple of excerpts (pg 58-59) from the Final RFP for the project: <image002.png> <image005.png> <image006.png> As has been the case on EDB projects, we have to prepare the permit drawings and quantify impacts based on our design – which we have done. We are responsible for assembling all other permit data/info for the application as supplied by NCDOT. However, NCDOT has provided and is responsible to “re-verify and update………………..federally protected species, jurisdictional delineations, historic and archaeological sites, and 303d (impaired a) streams.” Thanks, TNP From: Nancy Scott \[mailto:nancy.scott@threeoaksengineering.com\] Sent: Monday, August 08, 2016 9:08 AM To: 'tracy.parrott@summitde.net' <tracy.parrott@summitde.net>; 'Brandon Johnson' <brandon.johnson@summitde.net> Cc: Michael Wood <michael.wood@threeoaksengineering.com> Subject: FW: Bridges 132 and 221 Tracy/Brandon, Please see the attached emails regarding design of bridges 132 and 221. I’ll work on the T&E issue. Thanks, Nancy From: Thomson, Nicole J \[mailto:njthomson2@ncdot.gov\] Sent: Monday, August 08, 2016 8:47 AM To: Nancy Scott <nancy.scott@threeoaksengineering.com> Subject: Bridges 132 and 221 I left a message for you this morning, but figured I should follow up with an email. Please take a look at the attached email discussions from USFWS, USACE and DWR. The first relates to the T&E determinations related to the vegetative species (the coneflower and sumac). If you recall, I asked for this information a few weeks ago and submitted what was presented. Unfortunately, this isn’t enough. In short, saying there are no species based on a cursory glance during the field meeting outside the flowering window isn’t enough for Gary. Do we have anything else? Anything that address if there was habitat present or not? The last set of emails is from Brian (DWR) and Dave (USACE) regarding the proposed rip rap armoring on bridge 132. He is questioning the amount of proposed impact and if that much armoring is truly needed. I responded to him that I suspected it was a construction/design need but still need something more concrete (ha ha – no pun intended) from your side as the designer. 5 Feel free to call me if we need to discuss any of this. Thanks! Nikki Nicole J. Thomson Division Environmental Supervisor Assistant Division Environmental Office 919-754-7806 Mobile Njthomson2@ncdot.gov PO Box 14996 Greensboro, NC 27415-4996 <image007.png> Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. Spam Phish/Fraud Not spam Forget previous vote 6 • � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C- � For Survey Control Sheet THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. • DETOUR ROUTE TO NC 86 BEGIN PROJECT -L- STA. 11 + 75.00 � JI�I �\ J� � � %�� ��� %)� JI�I JI�I J�I ���� � !���\`� �\� �������'���� �� ���� ��� PERMIT DRAWI NG SHEET 1 OF 4 LOCATI01�: BRIDGE 1�0. 670132 01� SR 1�00 (ALLIS01� RD.) O T�ER TRIB. TO SO UTH HYCO CREEI� T YPE OF WORI�: GRADIII t G, DRAI11 tA GE, PA VI1�G A11 tD C UL VER T WETLAN D AN D SURFACE WATER IMPACTS PERMIT N ��� 83 �RID Nq 20�� SR 1500 � --------------------- ------- - ----- ALLISON RD. BEGIN CULVERT -L- STA. 13 + 3 6. 00 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. _� ��s �� � , ,- , ,,s- �_ � ,. 5� � � -�s_—� -- -J5 / �- �,5� ��� �; ' �, , �,5 ,; END -L- CULVERT TA. 13 +59.95 END PROJECT -L- STA. 15 + 25.00 TO SR 1501 (ALLISON RD.) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Offlce of: HYDRAULICS E11tGI11lEER GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH 504 Meadowland Drive Hillsborough, NC 27278-8551 ADT 2 015 = 100 Voice: (919) 732-3883 Fax: (919) 732-6776 2O �O O ZO 4O T = V ��O * LENGTH ROADWAY PROJECT = 0.061 MILES DESIGNANDENGINEERINGSERVICES www.summitde.net p�� �O�pG� FIRM NO. P-0339 �L� C��Q 2012 STANDARD SPECIFICATIONS Q ��o PLANS V= 35 MPH LENGTH STRUCTURES PROJECT = 0.005 MILES � �� P.E. * TTST = 3% DUAL 3% TOTAL LENGTH PROJECT = 0.066 MILES SIGNATURE: � � 20 l0 0 20 40 RIGHT OF WAY DATE: TRACY N. PARROTT, PE a � � F U N C C Lf-�S S = I V V�1Y 7� 2 O � 5 PROJECT ENGINEER R OAD WA Y DESIG11l '° � E1�GII�EER ' a PROFILE (HORIZONTAL) RURAL LOCAL ���� ooQ�� °� � a Q��Q 4 2 0 4 s 1�CDOT C01�TACT: VIRGINIA MABRY LETTING DATE: BRANDON W. JOHNSON, PE MANAGER, PRIORITY PROJECTS UNIT IVV`1Y 7, 2 O� 5 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) SUB—REGIONAL TIER PE SIGNATURE: � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i i i �- ��� ����� PROJECT REFERENCE NO. SHEET NO. � o, ' � + 55 00 -L- , - _, __ � � � � i � i �� i i i i i I i I i i i BEGIN CULVERT � DETAI� 3 �o.00 �T �� ,, -���s �� �� BRIDGE NOo 670/32 J� l7BPa7oRo87 4 STANDARD BASE DITCH -L- STA.13+36.00 +76.00 L � / � R�W SHEET NO. 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I , -1�E�t-te�-�t�t�� ��poxnv� owrts��aMy , _ _ I NOT TO SGAL I `♦ � � � i II I 62 0 � -----_- � � � ��ss -�� R��P �P �, 62 0 , � ` � - , I -- ----- --- - --- ---- - --- - ; - _ _ i - -- , I W/GEOTEXTILE j , �� BM #1: BENCH TIE SPIKE IN 14" SYCAMORE � � i coi FiaER �!i I- '� � , � : -L- STA. 12 + 86.03 36.62' LT I I� _ -: � , nn rriN� � , _ I i P� ��,� „ I i i i I- � ` ` ` -BL- STA. 7 + 81.93 44.80' LT -- - S T A T 10N � � � � - _ ���EQrExn�P � �� o ___I--- - - -I�I- ,� ��-i.� I'� ---a�� - -- I a:�' � � EL 609.70 �3+qg -L- ; 1 � i,e� . �� ^?, �_--, wrcEo�zri�e i - � � � � � E�Ev.=6o7.2q j _ � � EL DS qRADE 25.00 � I � ` �� �_ � � � e� � � � i� � . �,�,s��� --- � � � �� �� � 6� 6 ; 616 � � � _ . � sKEw = ii7° � - -- I 2@ ���X%� � � : I_� - IN lA' ---�-- E N 10' � ' \ :- ., -� � R C B c � i i i i EL=607.63' � � � va,RE"s ' � - ' _ _ _ __ - -- _ --I I I � � i1` . � - . � _ -.- i � � � � ��� EL 608.05 I I � i � 'I T a � o- � � Pl - l2 +70.00 �<� � _ , i i i � � i ,_ � � J � � ; VC - l60 . f � , � , _ _ _ � -: i 8 - Pl l4 50.00 : � (�� 2 BEGIN GRADE , ; �� � �: _ � �2p�� � � ` ` K - 23 � __�_�._ � EL = 606.30' � _ -',, „ , - -3-r', ; fil 2 � j I = • i �i =: � ! EST I EOTEXTILE � 43 ��Y i -L- STA 11 + 75.00 ' � EL=615.50' o� I I�I � - _ � i _ � i � i �'; W�_� i_ '� �,` ` DS= 20mPh , VC l50 i I � i___ � . �_ , 'i �il _ '�.: �� G �i K- 5 Jr � � ' ' I EST C O I R F I B E R MATTI G _7 'I� _ �i i i � - �` J __ ___ _ __ __, __ _-�-_ -- '� i c� o _, . � � - : - DS= 35mph -- �---�- : i D E- 2 CY ! � � ' �I � _ __ _ _ f � � � � �� �� �� � i � r�� � _ � ; 8 : _ -- - -- - � -- I i � u ° S� e � � , , . . __ 608 � _ - 2r� , _ __- 608 _ � � , i __ , _ i , � �. �� � - -_ -)� ��'z2",� _ _ -_ i __ � � � , . _ � --- I H I I ; - - - �� ', � _ __ _--- a J _i', • ,, --- � ---- � _ ' � ct _ i �� i! � i i - -- -- _ -_ _ - _ - � ;--- - - - - - - - ,�.�'.3� � a _� - �_ - _ - - � � - - - - - - - - - �p�7�3` -(`�-�' � Q�lZLFI � �LY l�A��� � � lil I� II i � � :, _ I N�T TO SCALE I I_ � I I � U i I , � � _ I. ( EFT TO R GHT LO�O IIVG D� NSTREqM -- . - - - - , 604 = - - --- ---��-r� -- � - _ - � _ i� �_ i �N,i �' - - �� , 4 , � ; � � _ I- � ,-� � I��_ 644 i ,�. � � � � , � . � � _ � . CLASS '1' RIP RAP � _ � - _ i ~ WIGEOTEXTILE � ' l I _ � . I - -I � � _I_ _ _ _�_ _ _ _ I o .6 i y � i _ i � ��I I_ i � __ � �.� I � I � I I i _, t�01R FIBER i , -_� �i i � � nu�� __ a , � � Z � - - � '� ' _ - -� � �- �. � � � � � - � - , -, , , „ -,- , -i - I � � � � I , �� � � - - � � i i � ' , ' I_. .. ' I ' I I - i � _ _ _ -� - - - _� � 600 � -- _ �, _ ;� I� � � � � �_ _ � �_ ° K_ �, _ ; � 600 _ _ _ _ I � . � : � : ' ��_ �i '�_ '� i ' � i_ � ki� �,nP� �� � � �%�� �� a _ � � - - - - - '� � - � � � � � � � � � � � � e�ass ��- ' � '� � o�� �� .s� � � ' _ _ __ i _ I _ I I ` � RIR RI, - - _ _ � � � � I . _�-.�_ �� � yJ 1.5 ��� � � � �i � �� � � - - _- _ -_- _ __- _. -- _ I--- .. � _.- _ -- - -..- -.._..- -- --- `� I- - - -.. . � - - - _ . _ - _. _. - I Q �I li � - i _ t � - I I � I i - -_ _ _ _ I Q� J I. I i li _ jl i i I I � 5 6 ---- - - - - _- -__ _ I _- i i�� o � CULV ERT HYDRAULIC DAT A �� � � � � � � � � I KEY �N j.o� BEN�w � � � iKEY �N; ,.o� I 5 6 9 = _- - o, To �,,o ; e 9 , _ _. - ---- , � J � � �� DES/GN D/SCHARGE 550 CFS i ; _ � _ _ _ , _ ,�' �� �' _ i' '�I� i I_ _I e��' ,, �a ��I� � � _ __ - � - - _ � � � , � �. �, _ � , � _ '� �� �� DESIGN FREQUENCY _ 25 YRS � _ __ � � _ _ -6 � �€�� �:�- i �'� �� � � � --- -- ' E T COIR FI�3 R M�A TING = -- , - - _ _ __ _ ' l� ��� � � DESIGN HW ELEVATION - 599.0 FT � , I_ � � - - _-__. O�' I - !�I �I Ii- I II 2I SI I __ _ _ � i � 592 _ _ BASE DISCHARGE = 800 CFS _ _ ��E�= ��� 5 cY 592 � _ . � � - - - - - -- --- - _. � BASE FREQUENCY = l00 YRS � � � � � � � � , : � �= - - - - - - - � � - - _ _ _ _ _ _ BASE HW ELEV AT lON = 60/.l3 FT � _ _ - - - - -__ _ __ _ __ __ ___ � - ---- OVERTOPPING DISCHARGE _ 1330 CFS � ' , �z LEFT DITCH ooU, _ _ _ � oL, 588 _ _ -_ - _- OVERTOPPING FREQUENCY= 500+ YRS � OV ERT OPPING ELEV AT lON = 606.7 FT ` 5$� , `����, -__ -- --_ : -: - -, - � , , ; , I � ; ; ; I _ RIGHT DITCH -------------- - o= , �� ; � , ,� � z�� � � �� � � �� �� 11 12 13 14 15 16 � �� � � L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i i i � ��-, , � o, _ _ ; �� ,� � -�_ � > � � PROJECT REFERENCE NO. SHEET NO. + 55 00 -L- � � � � I \ i �� i i i i i i i I i i i pETA�� 3 BEGIN CULVERT �o.00 �T �� �-��'�� ��� % =�,, BRIDGE NOo 670/32 ;' l7BPa7oRo87 4 STANDARD BASE DITCH -L - ST A. I,3 +,3E.00 ����5� S � � '" ��- Y � ( Not to Scale) +76.00 -L l'� � ` / � R!W SHEET NO. � o 75.00 LT �S� �__-� � `� ROADWAY DESIGN HYDRAULICS Natural Natural DETAIL 2 ��- ,"-'^1'� /� � __ �'�� I i ENGINEER ENGINEER Ground ?•� p .y:� Ground RIP RAP AT EMBANKMENT � ���,- � d � � APPRoxiM; � � i ;i� ; , � ' �`' --� ��� �`-�� , I - ��F 2o�Xiou, N � �r,� � , �r�- � � ��� �- �Y' � � Geotextile DRAII Ai F c, C'IT � _ � B Min. D= 1 Ft. +45.14 -L- � �� �B� ��`, � � 0 �� - ,, , - NyG �1S Max. d = 1 Ft. � � "� - - � 48.87 LT j �'�' ' � � _ � � c.} p *When B is < 6.0' B= 2 Ft. (EX P�E� � c��l�� �/ _ �� J l � l5 +13.0 � � . ,, T e of Liner= Class B Ri -Ra I�' � ' 0= l3° 43' 48.7° (RT ) L STA. 13 + bl ± LT yp STA. 13 + 50 RT S �"^✓ �_.3� 4�' 47.4�� N i �(, ��'. � FROM L STA. 11 + 75 TO STA. 12 + 25 RT L STA. 13 + 40 ± RT S= 0.003 FTiFT MI N PC SfO. �3 +27.24 PpE � ' ��� � ��� � i FROM L STA. 12 + 00 TO STA. 13 + 47 LT START ELEV = 599.0' L= 8' _= � �� CLASS I RI P RAP L=,37�.44� ������ � � .� / i - � � SEE OUTLET BENCH TYPICAL B-B � � Sta.= 13+47 � r.�7-,< 71 TN CL I RIP RAP i � � BM#I Q= i.a �fs � � � � <�'�'; � � , ,�� T = 186.6� , � v= a.o fps � { ��,�I p oo sY �EorExTi�E R=_1,550.00 � , BEGIN PROJECT DICKSON FARM LIMITED PARTNERSHIP _ ��E�=60��?0� -'` , d= 0.3 f, � � ' , � ' s � +50.00 -�- DS - 35mph i DB i540 PG 83 q0�105' E_ �19q857�0` ��� s= o.iz9 wfit ,, : %� ' f01.84 -L- � -L- $TA.Ilf7J�.00 '� - � � n= o.oa � � � �� ��" s � � 33.00 LT $E = 0,3 - DOCUMENT NOT CONSIDERED FINAL 48.98 LT � I�S� ��a � I��N 7+82o FT 1 1 ��- � � EX � � UNLESS ALL SIGNATURES COMPLETED I /7i � ��' Liner= Class B ip Rap B , G- �l�_ I-I TII �,PIKE IN I�,' SYCAM�CRE ---_ - - -_--- ___ __ __ _, � ' �' � (EX PDE) - - ��� ` ' � i I � � � �7� - ,� . _ _ ---- - �- Ol J5 -L- ��. i �_;r� � � '� � i '' s ,� � Prepared in the /�/�o i NC FIRM LICENSE No: P-0339 i v � �" 38.00 LT Office of: � � ��i �'Q �� �������� 504 Meadowlands Drive � '� ETAIL 1 � ��� �� '" J,� ' I � . - _ ��v Hillsboroug h NC 27278 i � + � � � SPE IAL LATERAL � n/C'o '��- � � � ' (EX PDE) � � ������E����EEa����=� (gl9) 732-3883 - (91�) 732 6676 cFax� , � � � , � � � - �,�'� � = i , � � �'V' DITCH � C � , � �� �'�� s � � � � > ��.. s II, _ � ; i ,� , i � � � � + � L - E C° , - � � � - ��,� _ � E � � END PROJECT i - " -, �i ii�- - �.w _ � � -.� � � ���^. �-�s, BENCH � WILLIE T. CLAYTON , � _ . _ � -L - ST A l5 25 00 . - - -- --� - --- � _ � �,�r � -� �'--g--g �� � . . ' f LEGAL REF 96 E 496 / - . ' 4�- - - � - -- -- ---- . - - - - ' - - - - --------- I_. ._ -. ./ - - - -� i �� i� - _ � � � ------- ------------ - - ,- � , � . _ - ,-- � , �� � �� �� - �..� � -� �. �-� - - -"� - - �` " - - - - - - � I - - -- --- - ------- � �..�� � . _ _ , . � _ _ - - - � ----- - - , '- - -- �!,- '� � r-- - I _ _ ,� i' s � �s- , : _ _ _ ' - _� .� _; ,„r . 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WINSLOW �' � ;o° �, � � I � � � � . � �= " � � � � � � ��' i � / � � ' o ,� i DB 3655 PG 449 ' �' a°? � �' �` �� � � � �Vnn � S ' � �� � � � M �� � � � i � � � � � �, �� � � �� � � � � END CULVERT � � �� � _ �ENOTEs innPacTs iN ' ' HAZEL OVAL JONES JR � SURFACE WATER ; �-_ , �y I � -��,��, � - � � O -L- STA.13+59.95 � � ' 4 DB 1377 PG 600 � I `' � _ � � DENOTES TEMPORARY i / i , i I �^� WILLIE T. CLAYTON - �- IMPACTS IN SURFACE WATER i � � ;' � �`-^� LEGAL REF. 96-E-496 ' � - ���� � i i � � � � i ; -- � i - � - � --�- -. _ -- - _.-- - i _ . � II i I i i I - i . . -I .-_� - I . _ i-_ _,. i I ' -- ! - - -� -- ' LET�EI��H TY I�AL A- I �_ � � - '� -L- SR 1500 (ALLISON ROAD) �'� ' � � � � � i i � i � �-(tE�t-te� �t�t�� ��oxn5v� owrts��aMy -- � � - I � � i , � � `�� ----'-- � i � CLASS 'I` RI'iP R.4P �I II I ' 62 O � , � _ , � -- ----- --. ------ ----- --- - � _ W/GEOTEXTILE - j I--- �� O , �� BM #1: BENCH TIE SPIKE IN 14" SYCAMORE � � i coi FiaER �!i I- '� � � , � : -L- STA. 12 + 86.03 36.62' LT I I� _ -: � , nn rriN� � , _ I i P� ��,� „ I i i i I- � ` ` ` -BL- STA. 7 + 81.93 44.80' LT -- - S T A T 10N � � � � - _ ���EQrExn�P � �� o ___I--- - - -I�I- ,� ��-i.� I'� ---a�� - -- I a:�' � � EL 609.70 �3+qg -L- ; 1 � i,e� . �� ^?, �_--, wrcEo�zri�e i - � � � � � E�Ev.=6o7.2q j _ � � EL DS qRADE 25.00 � I � ` �� �_ � � � e� � � � i� � . �,�,s��� --- � � � �� �� � 6� 6 ; 616 � � � _ . � sKEw = ii7° � - -- I 2@ ���X%� � � : I_� - IN lA' ---�-- E N 10' � ' \ :- ., -� � R C B c � i i i i EL=607.63' � � � va,RE"s ' � - ' _ _ _ __ - -- _ --I I I � � i1` . � - . � _ -.- i � � � � ��� EL 608.05 I I � i � 'I T a � o- � � Pl - l2 +70.00 �<� � _ , i i i � � i ,_ � � J � � ; VC - l60 . f � , � , _ _ _ � -: i 8 - Pl l4 50.00 : � (�� 2 BEGIN GRADE , ; �� � �: _ � �2p�� � � ` ` K - 23 � __�_�._ � EL = 606.30' � _ -',, „ , - -3-r', ; fil 2 � j I = • i �i =: � ! 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( EFT TO R GHT LO�O IIVG D� NSTREqM -- . - - - - , 604 = - - --- ---��-r� -- � - _ - � _ i� �_ i �N,i �' - - �� , 4 , � ; � � _ I- � ,-� � I��_ 644 i ,�. � � � � , � . � � _ � . CLASS '1' RIP RAP � _ � - _ i ~ WIGEOTEXTILE � ' l I _ � . I - -I � � _I_ _ _ _�_ _ _ _ I o .6 i y � i _ i � ��I I_ i � __ � �.� I � I � I I i _, t�01R FIBER i , -_� �i i � � nu�� __ a , � � Z � - - � '� ' _ - -� � �- �. � � � � � - � - , -, , , „ -,- , -i - I � � � � I , �� � � - - � � i i � ' , ' I_. .. ' I ' I I - i � _ _ _ -� - - - _� � 600 � -- _ �, _ ;� I� � � � � �_ _ � �_ ° K_ �, _ ; � 600 _ _ _ _ I � . � : � : ' ��_ �i '�_ '� i ' � i_ � ki� �,nP� �� � � �%�� �� a _ � � - - - - - '� � - � � � � � � � � � � � � e�ass ��- ' � '� � o�� �� .s� � � ' _ _ __ i _ I _ I I ` � RIP PI, � I � I� � W/GEOTE �TtLE 1.5 ��� �i � i � __- I - - _- _. -_- _ � � � � � - _ �- - �- �� �. � �� � _ � �_ � � � -� � � . � QO � � �, i _ _ O ' 596 - - -- - - - - - -- --- _ - I _ - � � , i i�� , � _ _ - - _ - - ---- /` � � ° v �' p I � � i � - - - ��, �� �r� � _ -__ - - - � , _ _ _ _ _ ���, ��� --- --- - � _ _ _ � � � rl � � � � - - - -- _ _ _ I OO i � i 592 -- - - , �� � -- - - - - - - - � � � � � , � - - - - - -_ _- ---- - - _ � � - - - - - - - _ , � - - - - - - - - - - -- - -- - - -- - - - - - -- - - - � ��_ - - - -- _ _ - �U� _ _ _ _. � � Li - - _ - _ � 588 � � � o=�, , --- -- , --- - --��-� � � ; ; ; ; , - , �, �� � - - i- - i_ i _._,_- ___ ��%� ��' i _ � � i -- ---- �- - i i I -- I-. KEY iN 0` i I`, I � `� I � IKEY IN' 1.0" IJ _i- � _ , - - I BENCN I I I I I �I I e. ��� _ _ o, ro lio � ', - ; ,;- '� ,, ! � { �� - I� _ ES,T TO S C L.A�SS I 71 , O,'��S � I � I�i -6 �-€� �E-- a�4�'�- �� -- ! li _ i I-�_ Il�i ' � i_ II � , - , _ , , _ E � � _ �ATING -i, 2I SI T COIR F1�3 R M _ = DDE�- 1', 5 CY �J92 _ ___ � � - - - - - --- --- ---____ _ _ _ � + LEFT DITCH ---------- � _5$8 RIGHT DlT CH - , ,� � z�� � � �� � � �� �� 11 12 13 14 15 16 � �� � � L See Sheet � A For I ndex of Sheets See Sheet �B For Conventional Symbols See Sheet 9 C- � For Survey Control Sheet THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. • DETOUR ROUTE TO NC 86 BEGIN PROJECT -L- STA. 11 + 75.00 ����� � �\� ����� �������� �I��'��%JI��J��� ��'� J� �I�����:��_�� LOCATI01�: BRIDGE 1�0.670132 01� SR. IS00 (ALLIS01� RD.) O T�ER TRIB. TO SO UTH HYCO CREEI� T YPE OF WORI�: GRADII�G, DRAII�A GE, PA VI1�G A1�D C UL VER T -- ------SR1500-- A ALLISON RD. 1�ove�►�ber 17 201� � BEGIN CULVERT _I _ CT A . l '? �A���\ -L- STA. 13 + 3 7 +/- CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. —�s s� �_ �_�� ! ,� ; � ,s_J —, � __ — END CULVERT r v ■ � �• ■ v � v ■ • ♦ v -L- STA. 13 + 5 9 +/- END PROJECT -L- STA. 15 + 25.00 TO SR 1501 (ALLISON RD.) ���������� ����� �� ��o� �r�� ��� �,� ��������r�� ����������� ����� �� ��� ��� ��� ������������ GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH Prepared in the Offlce of: HYDRAULICS E1VGIIVEER 504 Meadowland Drive Hillsborough, NC 27278-8551 ADT 2 Ol 5= 100 Voice: (919) 732-3883 2 � � � � 2 � 4 � L Fax: (919) 732-6776 � O� T = V % * LENGTH ROADWAY PROJECT = 0.062 MILES DESIGN AND ENGINEERING SERVICES www.summitde.net �p� pG� FIRM NO. P-0339 �� �g o 2012 STANDARD SPECIFICATIONS Q �� P L A N S V= 35 MPH L E N G T H S T R U C T U R E S P R O J E C T = 0. 0 0 4 M I L E S � �� P.E. 20 l0 0 20 40 * TTST = 3% DUAL 3% TOTAL LENGTH PROJECT = 0.066 MILES RIGHT OF WAY DATE: SIGNATURE: � � TRACY N. PARROTT, PE a � F U N C C LASS = MAY 7 2 015 PROJECT ENGINEER ROADWAY DESIGIIT ° � a� PROFILE HORIZONTAL ' E11tGI11tEER ��� Q�Q � ) RU RAL LOCAL � a o 4 2 0 4 8 . L E T T I 1 1 r G D A T E: B R A N D O N W. J O H N S O N, P E �� �'�Q��� 1�CDOT C01�TACT. � V I RG I N I A MA B RY A,�A PROJECT DESIGN ENGINEER MANAGER, PRIORITY PROJECTS UNIT /V�/-'►Y 7, 2 O� 5 PROFILE (VERTICAL) SUB—REGIONAL TIER PE SIGNATURE: r � SHCCT NUMBER 1 1A 1B 1 C-1 THRU 1 C— 1 D-1 2A-1 THRU 2A— 2B-1 THRU 2B— 2C-1 THRU 2C— 2D-1 THRU 2D— 2G-1 THRU 2G— 2H-1 THRU 2H— 2N-1 THRU 2N— 3B-1 THRU 3B— 3D-1 THRU 3D— 3G-1 THRU 3G— 3 P-1 4 THRU TMP-1 THRU TMP— FMP-1 THRU PMP— E-1 THRU E— EC-1 THRU F_C— RF-1 THRU RF— SIGN-1 THRU SIGN— SIG-1 THRU SIG— ITS-1 THRU ITS— UC-1 THRU UC— UO-1 THRU UO— X-1 A THRU X-1 X-1 THRU X— S-1 THRU S- 1�DEX OF SHLETS SHEET TITLE SHEET INDEX OF SHEETS� GENERAL NOIESo AND STANDARD DRAWINGS CONVENTIONAL SYMBOLS SURVEY CONTROL SHEETS CENTERLINE COORDINATE IIST PAVEMENT SCHEDULE AND TYPICAL SECTIONS ROADWAY DETAILS SPECIAL DETAILS DRAINAGE DETAILS GEOTECHNICAL DETAILS GEOENVIRONMENTAL DETAI�S NOISE WALL ENVELOPE DETAIL� ROADWAY SUMMARIES DRAINAGE SUMMARIES GEOTECHNICAL SUMMARIES PARCEL INDEX SHEET PLAN AND PROrILE SHEET TRAFFIC MANAGEMENT PLAUS PAVEMENT MARKING �LANS EIECTRICAL PLANS EROSION CONIROL PLANS REFORESTATION PLANS SiGNING PLANS SiGNAL PLANS IIS PLANS UIILITi_ES CONSTRUCTION PLANS UIILITi_ES BY OTHERS PLANS CROSS—SECTION SUMMARY SHEET CROSS—SECTIONS SIRUCTURE PLANS BRIDGE NOo 670/32 REDLII�E DRAII�A GE PLA1�S BOUNDARIES AND PROPERTY.• State Line ---- ----- County Line --- --- Township Line -- -- City Line - - Reservation Line - - Property Line Existing Iron Pin � Property Corner � Property Monument 0 Parcel/Sequence Number �23 Existing Fence Line -X X X- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence " Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary W�B Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil Potential Contamination Area: Soil Known Contamination Area: Water Potential Contamination Area: Water Contaminated Site: Known or Potential �' � BUILDI11lGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap o Sign � Well ° Small Mine �' Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir �___= J Jurisdictional Stream �S — Buffer Zone 1 sz � Buffer Zone 2 Bz 2 F I ow Arrow � --- --- Disappearing Stream ; --- -- Spring �-��-�_---� Wetland � Proposed Lateral, Tail, Head Ditch � FLOW False Sump � ����� � �_ �' ��� ����� �� �����9 �� �����\� � ������������ Note.• Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R�W Marker Proposed Control of Access Line with Concrete C�A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION 0 MILEPOST 35 0 SWITCH � � � � � 0 , W Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES.• Existing Edge of Pavement — Existing Curb — �` �— in� � .�. � �c� �A, c E E TDE PDE DUE PUE TUE AUE 0 Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail Proposed Guardrail - Existing Cable Guiderail Proposed Cable Guiderail Equality Symbol Pavement Removal I�EGETATION.• Single Tree Single Shrub Hedge Woods Line �r► ����������i � � Orchard V i n eya rd EXISTING STRUCTURES: MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � Vineyard CONC J ��N� WW � BRIDGE N0.670/32 � l7BP.7.R.87 � lB REDLII�E DRAII�A GE WATE R: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line PLA1�lS TV: �oN� Hw TV Pedestal TV Tower �--------� U/G TV Cable Hand Hole ��B U/G TV Cable LOS 6(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) � U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) s U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) � � O ❑T � HH - - - -T- - - - - -T- - T - - - -TC- - - - - -TC- - TC - - - -T FO- - - - -T FO- - - T FO GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information W W A/G Water - -TV- - - TV - - - -TV FO- - - - -TV FO- TV FO �- A/G Gas �O O ss A/G Sanitary Sewer - - - -FSS- - - - - - FSS - - FSS - 7UTL 0 UST 0 � � AATU R E.O.I. J � PAVEMENT SCHEDULE J 1 PROP. 10" AGGREGATE BASE COURSE. T EARTH MATERIAL NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. VARIABLE '''"' SLOPE ,�� SEE X-SECTIONS 3' - � 7'w/GR* � �: GRADE TO THIS LINE 9' , 0.02 i GRADE PO I NT 0.02 , 10" 3' - _� 7'w/G R* TYPICAL SECTION NO. 1 —L— (ALLISON RD.) � �: ��. 4:� �1 BRIDGE NOa 670/32 USE TYPICAL SECTION NO. 1 -L- STA 11 + 75 .00 TO STA 15 + 2 5.00 REDLII�E DRAII�AGE PLA1�S N Z � W � BEGIN CONST RUCT ION� -L - ST A. ll �75.0� 0 � �_ "^ � I ' �' - I, � � � �i � DICKSON FARM LIMITED PARTNERSHIP DB 1540 PG 83 ; /7' INCe 0 � � _� . .� � �, BEGIN CULVERT -L - ST A. l3 +37 +/ - �� ,, rSta.= 13+47 QM#� Q= 1.4 cfs EI_EU=S�_n V= 4.0 fps '- `�06105' E= 1948570' �= 0:�29 wfr ��I �ATIGN 7+�2q 44' LEFT _ liner= CI , o n- 0.04 ass B Rip Rap �'�� J�_�FI I��- Si IKE IN 14" SYCAMORE �---____ \ _ /�' � � ��� � � ��� DETA�L 1 � � �NCe % �I SPECIAL I�ATERAL �I 'V' DIITCH - � � Exis i iNc R�w � - - - -� - --�,_� �- -\ \ C / / � � � i - � - - -�� , - � 7= _ -. � � i �'r � I� �cJ� -�__ _ / �� �- ,- - _ - ; � � � - - - � - - - � � - � - - � _, �-� � _; , _, - , � °-� ; _ � ,_ ,._ � r - � � � � �` � �� / . - � , / � F - � , , .; -, N �_� .. -� � -_� � J' �-���- '�v-'-�v- ��.����, , � �, � ` � - � � _ , � .< ,� .! ; _ , , ,� ;_� � ,.� �� - �- �--�-�--��=--_-� __ , / 6 L F / I , � / GRA 35 TL-2 _ I � ` �' --- --- ------- --- --- -- -- -- -- ------ ---- -- -- --- - - ----- � -------- , J = ° � �, , o 0 0 0 0 -- -o ---- o o/ o " -- �_ � ` � O O O O O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - > Sta.= 12+25 ' c -'�_��� - '-T- Q = 1.8 cfs � - � T _ _ '�--3.�f s - _ - _ '\ ,% / - - ` '� � GRAU 350 TL-2 , � �� ��i ---a=-o.�t� �� 'B EZAI L 1 C - ' - � SPECIAL LATERkL�V' DI'�_d-_� �� 5= o.osFf�r � , � -- ---'-'°- 2 TN CL�'B RIPRAP n= 0.04 � � -- Liner= Class B Rip Rap � 7 SY GEOTEXTILE � � � �" � ��� - Exis iNc ���w �� � � �� � `t � DETAIL 1 � � DETAIL 2 /�8��� �'��; � ��� .r��� ��� � � � � ���� ������ SPECIAL LATERAL 'V' DITCH � R�� RAP AT EMBANKMENT _ g�- � � �'� `�� � _... �-.:-�,,..,_- -,,,�-��,^y, �,-�,r.��_,...�^ _ (Nottor Scale) ,�� otto�cd ) � L/ /�,ii,, II �il�' i���; I� ��. ( N le � '� � � �� ' � '-s` �' � =� '-� � � _ � _� � � �0 min.� _ � -,_ ,_,--; ' - �'� -,�-, ,-, CLASS I RIP RAP � I � � � � ,-��r �� _ � � .; � SEE INLET BENCH P AL ' � �I _ _ > � i o , _ L� Di - , ��a-T�L I RiP RAP � - � �� �� Natural 3.1 ��t Slope � ��i, de� r�����- � 1.5 r� �` _ - Ground _�•I p F��� /�' fO '� �,_; r� "`� 1S 43 $YfGEOTEXT � -_� %%� � � d� �� � =� - -- �$--/" � GEOTEXTILE � ;�_•J �S ,/ �,-='` � � INSET �� SILLS 2' Geotesdile % �% � � � /� ��° � Min. D= 1 Ft. 1$ p -- " ' PROJECT REFERENCE NO. SHEET NO. - _ U��� �r � � - _ - � -.��s� �� �'��� BRIDGE NOo 670/32 � 178Po7aRo87 4 � �� j �� r , RiW SHEET NO. �� � �-°-� �S �---� � � '�� ROADWAY DESIGN HYDRAULICS ��� � '��`� � /� � �� ENGINEER ENGINEER ;J /�, ' /� _� s aNN�uxiMaTE �ocnTioN � ��� �`' � JS- �rti,�'-�' ',� � o� 2o hioo Nc�or PERMANENi �� � -,,_ DRAIN/a! E �ASEMENT �P r __ ����- v �, _, �y �v �y De �8q2 PG 78 _ ���� ��- - - � - � �A�I ������ �L � ���1\I � � � o��� ��_ �_ .r '_ Pl Sto l5 +13.85 � �� N�� ��� ��� � � � ��������r�� � �ETa« 2 ��, s S ,- �-- p= l3° 43' 48.7" (RTl RIP RAI� AT EMBANKME��''' � , , „ /V , I��I�' II��I�I�I�T��� �II���T� , ,i - . ��s I �, � D = 3 4/ 47.4 � Nq� �� �R� �� ��� ��� ��� ��N��������� iN�,ET si��s z� �/r� � � ,� �' �� L = 37/.44� � � � � ' � i� �/� T = 186.6/ �`' � �� �`�`�' c�,ass i RiP R,�,P R= 1,550.00' '�� ���� ���� SEE OUTLET BENCH TYPICAL B-B SUPER WAS REVIEWED A = 111 Ii �/ '� � 71 TN CL I RIP RAP � `35 � Pre ared in the ,� -�,� �k� i'� ' � r SINCE THE PROPOSED RO S- p Nc FiRM ucENSE N• P-os39 � � ��� �� , 100 SY GEOTEXTILE /�� - 03 Office of: so4 Meadowlands Drive � :�� � � GRAVEL, THERE IS NO HYDRO�LANING �� ������� Hi��seorough. Nc z�z�s ' �__ C�NCERN$ W�..�AT$�EVER ❑°�G"""°E"'°'"E�'"�°E""K� (gl9) 732-3883 - (919) 732-6676 (FAX) , -� , Y� --- «:� � ����� �� � � �� �� �',� � ,=��, �� � � ROADWAY PROFILE � �7� �'� ,`���x�� � �y m LOW POINT AT � � � ��> BENCH STA. 14+28.12 N �NCo �_�% ,� _,���,���; �� �' saG � (� END CONSTRUCTION wi��iE r. c�aYTorv - f`------- ---� �_.__ -L - ST Q. l5 +25.�� LEGAL REF. 96 E 496 � � �- �a Z � --- --- - _ - ---- � - --- -- -- - , - ---- � �, , � `��-'� `_ �_;_ _ �- _ �_� � _ - _ _ - � . ` "'`� ti�� r-, � � F � - � -- �, -' � , � X / \ .�_�� � .____- '-- GRAU 350 TL-2 � � _ WooDs , � ; � � �, �� - --- � -�- L�%_ T � - -- .. , ���� _ - - , - -- T. _ � _ � ; _ __�.�_ _ _ -� _ - - _ - -- - - -__ _ � . -- ---- _ F � a> - - - - _ �� � , - - «_ � - cv - - - - - _ _ -° ;_ --- riNc XIS p - R\W - - � i ^ O ' � N- _�_��� _ � ` ` � . O M - O> -�__ p �y. - �-�'1�C L;.r � - � ' - - - - - - O - - �W����r w - ----- - -- - - ---- - - - � _ � - - -- O _ p M - O � h � 1 � � {� ��� � Q � � GRAU 350 TL-2 , _ - - - - - _ , , _ __- _ , � -� � � � - _ -_ , � /_ -__ _ �� -� �-,� ,�_ ___ _ ��� - ---- ; __- �� �, F ' -i _ �, �- -- -�--'"� _ _� �� _ --- ------ 2 TN C�L � RIPRAP � � � � �2ETAIN i � _ � � � F - - _ _ �� T� '�'� ��i��_�� � � � ii , - - �-�' � \ / i � ' - - - ° . _ ' - ' ---- --------- -- --- - 7_ SY GE TEXTILE C � �� �� RAD E O � �� �X� � - - _ - -- ------ -- --- - -� � --- � ��� DRAIN x X� , fia. 1+62 � --- C - --- �' �, q8„ WW 'V= 139 i��s��X_ �� � - ---� _, ;, � DETAIL 3 � d= o.s � �� SPECIAL BASE DITCH n= 00�5 � ��� x�-X��, ��� --- - --I_---- --- Liner= Grass � \� � � ^� � � �- - i i '� ME T�I_ GATE �� � O � , i - � � �,�-� �, �-�-�1 [? T 3 � ,_ STANDAI�Q' B� �Ql�� � � � ", - Zc�" i- �p � �, _ T e of Liner = Glass I Ri Ra ` DRAINAGE EASEMENT �� , � � �����n� � - � � ( Not to �Scale) � '-r � CAME OOD Max. d- Q!5 Ft. Yp P p APf'F�',XiMA i� �taCarlON ,� � - p T e of Liner= Class B Rf� �-�ap i Quantities Included in Outlet Protection lfbr C�vert OF �0 r Uu' N��� i PCF;MANENT � �A POLE � � _Natural � Natural Y L STA. 13 + bl + -LT �'-�'�� = .,- oa �33z P� �s� � � �nd ?• � FROM L $TA.11+75 TO STA. 12,+�5 RT � ��� � � �� � � �e � ou�d / � � FROM L STA. 12 + 75 TO STA ��;;� 47 LT L STA. 13 + 40 T' RT ��,; .- �� , LISA R. WINSLOW � '/� � � � � DB 3655 PG 449 �p � � � �� � � � - � a` �. � � � � � � � � / � � � � PC Sta. 13+27.24 ''�� � �' , � _ �� WILLIE T. CLAYTON EGAL REF.96-E-49� \ END CULVERT -L - ST A. l3 +59 +/ - v�C�DS d i � Geotextile B� Min. D= 1 Ft. " Max. �d = 1 Ft. (� *When B is < 6.0' � B= � 2 Ft. � �� i �pe of Liner= Class B Rip-Rap STA. 13 + 50 RT r � _ S = 0.003 FT/FT MIN ` ' START ELEV = 599.0' L= 8' ��� HAZEL OVAL JONES JR DB �377 PG 600 �"�. : . ��� � ��� , �� �� � � �� ��� � ��� ��. � ����� �� � � �� ��� ��� �� � � �� �� �� �� � � � � ��� � . � � � , ` �; , �j �� ;.,,�� � , ��- �� ,_ j �,_��_ -�--- -_ _ _ -_ - -- - -- --- - ---- ---- - -- - ----- - ---- ---- - -- - -- --- - -� , _L- S R l 500 (ALLI SO N ROAD) � - -- - -- - - - ---- - - - - - - - �_ � � �Er ENCH r�r - � 1 ICA A A � �. � _. I I I i I - ----(t€f �I�Ffi�-t13@IftFY AL _._._. . _- -- - _.--- � �� _ - -- - - - CLASS 'I' RIP RAP L n O ~ I � W/GEOTE TILE 620 ,, � '�_- -- - _ , � , , ' '-_ �`` `` i i i ` � � � � � � e OL 616 612 608 604 600 596 592 � � o� �� �Q�, 588 �� � �� ��� � �N� �r� � 7� C � � �� ��� �� � BM #1: BENCH TIE SPIKE IN 14" SYCAMORE � I' - - `� coi FisER - � � � � , _ - ! -L- STA. 12 + 86.03 36.62' LT i -- - _ ` . nn rrwc P�� � `_, �-� . I -___ _ - -B � ` ' - _ _ � + 81 93 44 8 LT I -- - - - - _ ��, �, � c�,ss � � - �� � ---- , � ` �' _ - � • • S T A T I 0 N - , _ Fntexr� _ ° - �.._._. -._ .- .. ._.___ ' L- STA. 7 0' c s�i� RIP P� _� i . �� ' - _,\ �� EL 609.70' 13 48 L- � � - -- _ _ � ' � � � � ' �.� � � E�Eva=6o7e24 �, -- END GRADE ,.s �;�� . �� _ _ �,; � ,.s- �m�A� _. _ . . . � � W/GEOTEXTILE I _ � � _.. J ,� , _� I � � ����'��.. '�_, . _ ° I - -L- STA 15+25.00 - . _.. � � ' � SKEW 117 � � ° _ ; ; . _ . . . NATURAL GROUND . I I i `` . `� - I - 2@ IO�X6� i � � KEY IN. 1_0' I _ , i - E�-6�7.63 UPSTREAM I _I I i _. '�,, � \�� \' ' _.__! RCBC I � ROADWAY PROFILE -- - sENCH KeV iN i.o' _ ._ _ , VARIES � I LOW POINT AT -To io- _� _. � _ � '� ' Pl = 12+70.00 _ _ __ 4 _ �. . - - ` '`'` � \ ` � � , , , � STA.14+28.12 _ _ ____ , _ � . , EL = 608.05' __ _--- _ I _ ---- - --- i� � v. ` � NATURAL GROUND , . . . � = Pl = 14+50.00 .- �----- �� BEGIN GRADE ,� � '. : _ ` J8� �� ` � \ VC �6O - N � � EXtSTING � � � _ - DOWNSTREAM _ � 2 ` , � • _ - PROPOSED �. � � i ._. -L- STA 11 + 75.00 ... , , �, � , K 23 ExisriNc = � O ' � � - p - . BRIDGE VC = 5O 30 _ .-'� ', �; .. . Q�'� , /,;;' � � �\ DS- 2O/)'1 h Ro c�a�E R� �wo,�E � EST EOTEXTI LE = 43 Y �i EL=615.50' � , -_ o K- 55 _ _ ,-" ' EST COIR FIBER MATTI G 7 S i . i�i _ Q i � ,, ', , �` i i --- - � _ __ _- _ o __ _ h - - _ i i � I- , , _ - , , - - - I I I I p - - - -- - -------------------- . , _ _i '� _ � � __ �\J�Bg � o� � I ! I , , i- DS- 35m , - - E 2/ � - _--- � . _ , - � � � � � � o _ - , , - _� _ _ a W,��, , .���,�___ '; _____ .' --_ .,_ � _ . a�� ���,. ` . � -----_ !, -- -------- -- �- . �-2�`--- .�'`��-- -- - _- , ,' --- - -- �LL�H__TY-- I��_�- '� rt����. I O�TLET , I�A �oo , ----- , , - � � � � � � � - � NOT TO SCALE � O �D d , i I , - I. '- � --�� `,I il �---- I � (E T I = N II _ �'�., '' ..� I, I, � _ � I PROPOS�D ]OO YR I �� - , , _ � F TO R GHT LOO ING DO NSTREAM ;, _ . . �- _�_ =601.13 _ _ _ -- _ _. � ,✓I � ' ,-' I _ � N � � CLASS 'I' RIP RAP � . _ , '� , , � ����� --�� ,- _�� �, _ __ I Tr� . __ Q� �lI �' � ! I ``'��6', le II I I I I � W/Gi OTEXTILE - - _ - i ------------------------"" _ , _ _ � � � Q�I� I I � \�'ro � � � I I I - -- -- � - - -- __ . II _ _ - � - .-- . - , . . I . I -I � O_�. -. � � I I � I ,.-'' _ _ - - - - � - . \ � b1AIIlI1GR - � I. � , � �, - _ -- o . . 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'. ,' ,_ - -- --- ; _ _ - ' `, � wr� ar€x� ii i� i . _, I I u � d.. ,, ; � i �------- ' , , � j" - ., �-_ �, �� � �, o CULV ERT HYDRAULIC DAT A - �_ '�' KEY 1N A� , I �. � , Q � II I. � J '_ BENCH � KEY IN 0, NWSk 5.8 I �i � �. --- _ . i _: _ � `' .i �ii �� ` ! , , � ; i ��i DES/GN DISCHARGE = 550 CFS _ - � - o, T� ; , � , � - -�---- -- �, , - - _ : _ _- _ �'�-�� `- "��' I DESIGN FREQUENCY = 25 YRS __ - � E To s c ,ss i �� ; TONs � � � � � -- - s�� or�r� �€ - �oo -�-�- �� � - _ J�` � � � � � _ DESIGN HW ELEVAT lON = 599.0 FT '� � - � �� � ' I'', .;,� � - � � , ,, . b u ---- i i � T COi R F I B R MA I N G,- 2 SaF- _ _ _ __ BASE DISCHARGE = 800 CFS - - _ ��E _ � 5 cY , - z @ �o�xb� RCBc - -- __ BASE FREQUENCY = l00 YRS ___- -- �_ -------- � - -_ . _ BASE HW ELEV AT lON = 60/.l3 FT : i : OVERTOPPING DISCHARGE _ 1330 CFS � OVERTOPPING FREQUENCY= 500+ YRS LEFT DITCH - - - - - - - - - - . _ OV ERT OPPING ELEV AT lON = 606.7 FT �� � ; ; , � ��,, ,,; �,;,; ;,,, , ;�� ���� � RIGHT DITCH -------------- , 12 13 14 15 16 616 612 .1: • / � • � / 596 592 O 2.5 5 PROJ. REFERENCE NO. SHEET NO. i i 1 7BP. 7. R. 87 X-1 . ' � , i i ii � . , _ _ � _ _� _ � . _ �� . - _ _ _ 75 . 70 65 _ 60 55 50 - 45 40 35 30 25 20 _ 15 10 . 5 ��� 0 I�, ��- 5 10 15 i'� 20 �� 25 30 - 35 ' 40 i 45 50 55 60 _ 65 _ 70 75 _ _ . _ _ _ _ --- _ � _ _ _ _ _ _ - _ . _ _ � � _ . . _ . _ - �_ _ . : -.- - _::. _. , � � � � _ � iii i _ � _ - i i i i _ i i . � _ I_ _ _ _ _ _ _ _ . _ _- -_ __ _ _ --- -- - - - I i i i i I i I . _ I ii I I I lil 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 i i i i i i i i I I II I__I I I I I Ilf II I I 1 II I I I I I I I I III II I II I I I i iI I I I i i iii li � il � I I I I 1 1 1 1 1 1 I I I I I I I I I I I I II I I I I I �. . . 620 8 � � ��� ��� I�� � �� � � � � � � � ��� �� I� �� � � � �'� 620 � � �� � � � � � � _ � � � � i � i i i i�i li � ii II I II� '' '''' '' I I I I III II 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 I I� I I I I I 6/5 — — — - . � _ � � : � � � � � � � ; 6/5 �. , . , . 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 . . -�-__ .-� � e � 2 � . � � � ��� �� � � : � � � ��, o� � � �_ � ��� �� �� ._ _ � ��� : �,o _\ :�o\ 0.036 0.036 � : o ;,,� � � ��� � � __ � � __: 4 ,, � _ , o �� ------___ � � � � � � I ` � � � 6/0 `�, -----___ : , � � � � � � � � 6/0 �_ i �_ � -----,` _ - i i i �i . , � � , , I �----- --- ----- -- --- - i i i i i i 611.33 � _ - - _ \` I I I I I I . . . . . . . . . . . . . . . _ . . . . . . . . . . I . . . . .. . , . . . . . . . . . � . . . . .. . . . . . . . . . . I . . . . . . . _ . � � �� �� � � ... . . �09028 _____ . ______ � 6Q5 � e�� � � — - — — -- — i � 605 � _ _ _ _ i _ iiii iii i � ._� : i i � u i i i i � 600 � � � � � � � � � � �� : '� 600 � � � ��� � �; _—� - � ��� � '� � _ ��� : _ ��� � , �\ . _ ,- i i i i i -___ __�� 59 . I�� � 2+ 2 5. � � � � � � � � � � � === - -=-- —= 595 II III � f _ I I I I I I ___ . _—_ _ � -__ -�-__-�, -- -- - -_ I I 625 � � � � � � � � � � � �. .. : 625 � � ���� � � ��� � �� _ ��� � � � 620 � - - - - - -- --- - - -- -- - - - - - - '� . 62Q � � � � � , " i i i , i _ --- - - ----- - - -- --- --- -- - - - - - ���� ----------------------- -,, . --------- -, - -- - - -- ----- - - - -- - - --- --� - -- - _,------- �� _. _ _ _ - - - --. � I , I _ . I �I _ __ � - - _ _ . . - - - � - _ � � � - - - - _� � - 6/5 . _ _ , o _. � , - - , - - - -- _ � _ _ - - - !, 6/5 _ �-�-._ ���\ \ o i i,: I � n , ,.. ,., �� ���� _ _ _, i I _ • O� _ . , _i- I � � � � O � 0 0 � k�\ �\ _� - _ . I -I �- -�-I-- I --j-- - _ � , , , . . . _ � � ___�--___._--_. Q / �„ / - I _ . -I . I _ . _ - �� --- '-"-- _�L-- r I ___ �_ : : . -._. I I � ' � � � � � � � — � � � � i � i I r. . : � .. . , .. . _- . . � . . . . � � . . . .. .-i .- . . . . . . : .- - -I � � � � I ,. :, :. ; .. .. , .. .. - _ . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . � .� . . . . . . . . , . . i . . . . . _. . _ _ i � � � � I , ., . , , . ., .. . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . _. .- - �-�-..- �-�- � ,. ., -- . i . . i . . . . . i . � � � � . . . . . . . . . . . � 6/Q e 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 � � � _�_ 613 . 3 3 , � -- . � _- � -- -- _ � I 0 0 8 7 _ _ - � � - _ -- � I 0 0 8 7 _ _ -___ ____ __- _ _ _ ------- , -_____ _� �_� , , ____ r � i ' � � ��_ � , � , i ; i_i_ ; _ il - --- _ i _ _i _i � �� � oo.00 i � _ � �� , � _ ._`_, ' _ , - _� I-- - ' --- 605 _: � � _ _i Tr � 605 , � _ , -�- - - - - --- - - - - - _ - - --- - --- - -- -- -- -- -- - - - -- --- - - -- -- -- - - -- -- -- - - -- � � �� ��� �, � �� � i � � i_ - --- _ _ - - - -- _ _._ _ � i � � i � � i - i i i : : : i , � � i � � : � � ; , , . .-I- - - --- - - - .. . -. -- -_ --- -_- _ - -- - - - - - _ - - -_ . . . . _ -1 .- I � � i i i ,., ., , . ,, ,, - ---- -- - - - __ __ _ _ 620 - : - --- - - - - __ __ _ _ _- -- ------_ _ ___ - - - - - - - - - - - -- -- _ ;-; ; � -- - - -- � . . 620 . , _. . . � �� � _ . __ -------------- - � i �� i � � ----- - - - _ _ ._ _ ��_ _ _ � � - - _ _ _ _ � � ��------_ �- � � ___:-�_ � � � ___ __ _ '-� --�_-- --- - __ _ � ���� � _� _� � � , ; , , , . . _,_ _. - I I - - - - I _ ,- _ _ ___._ -- , _ _ _� i_ _ --- - - - -- -li ��� � � --_ 0 5 0. . � , � ' , �, � � � � � ____ o\ 0.0 065 4a _ _ __ _� _ _ _ _ __ , 6/5 _ � � .. __—____ _. , _ : -- -;. 6/5 _ ,�_.�,_ -,_� _ � _ _ ��\ , - __ __-- -------------------- � i ! i i i i ! , -_ __-- ------- , _ -----------_ , i i i i i i i � i i i i i i - - � � � � -------___ - - _��. _ _-------- ------- - --------_____-_ - _ _ -------- --- ---�- ------ �-- _ - - - � b15.46 �� 6/0 � � _—._._ —.�_ I -.��. —�._ i ' i _ ; , ; . 6/0 u , �� ��� � ._ � � ��� � � � _ � � � � � � � � BEGI N CONSTRUCTION -L- STA. 11 � 75.00 � � � -. ������ ��� � � , 6B5 ' � ��' 7 5. � 0 � � � � � 6B5 --- _ _ __ �� ��� ----__ ___ _ __ _ __-------- ---- ________ ___-_ -------- �� ��� __ ___ _— _________ _ ___-- , , _- ii� ,ii : f . II I III I I � . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � 620 --_ _ � � � � � � . 620 __ : _ _. _ _ . � . �._ � � _ _ � � � --_ , ,-- , �'� ��� � � i ___ , � _—_ _ _ � � - � �- . , . _ . . . . _ ___ _ �� _ _-- --_ _____ _ _ _ _ _ �� i i i i -_ __--- --___ � � ------------------ - - - _ ---- � - -_ - -------- � -- - - - -- � �� _ __ --------- _ ----------� 6/5 � � ✓ . ' I� - — — �'' � , _ :�.� 6/5 ,_ 617.70 �� �_ ��� ��_� �� � ��� � � � I �� ��� � 11+50.00 ��� - �� � � � � ��� � � , �� ��� � 6/0 I ��� � � � ��� � � 6/0 i ' � I iii i II III I _ II ii iii : � � � � _ � . � � _ � � � � .___ � � � — __-__ � � _ � . _ __�___ . ' _ _-. _ : . � � � � _ , � _._. -�--- : � � � � � � � � , . . � ' _ - - _ __ - � _ � _ _ �T __ �T 75 . 70 65 60 55 50 45 40 35 : 30 25 20 15 10 : 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 . 75 O 2.5 5 PROJ. REFERENCE NO. SHEET NO. i 1 7BP. 7. R. 87 X-2 . . ' � , i � i i � . , : _ i _ _i _ i . _ i i . - _ _ _ 75 . 70 65 _ 60 55 50 - 45 40 35 30 25 20 _ 15 10 . 5 ��� 0 I�, ��- 5 10 15 i'� 20 �� 25 30 - 35 ' 40 i 45 50 55 60 _ 65 _ 70 75 _ _ . _ _ _ _ --- _ � _ _ _ _ _ _ - _ . _ _ � � _ . . _ . _ - �_ _ . : -.- - _::. _. , � � � � _ � iii i _ � _ - i i i i _ i i . � _ I_ _ _ _ _ _ _ _ . _ _- -_ __ _ _ --- -- - - - I i i i i I i I . _ I ii I I I lil 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 i i i i i i i i I I II I__I I I I I Ilf II I I 1 II I I I I I I I I III II I II I I I i iI I I I i i iii li � il 1 1 11 1 1 I I I I I I I III II II II I I I i il I::I I i i iii li � il �11 �11 11 1 I I I I I I I III I I II I I I I ' ' I I I I I I I �� � i i i �, i i i i ili li � il II I I I II I I I I I I I III II 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 I I I � I I I I � � � i � � � �� � � � � � � � � � � � � � i i iii ii i i� � � � � � 6/5 6/5 :'� � � � � � � � � � � � �; , � � � ��� � � � � � ��� �� � , ��� ��� � �� � iii �� �� _ �I._ - � i��.: i i i i�i i i ._ - ' � � � ___ . _ — - _ _ _ --- - �� - � - � � � � , I _I I I I I I I I : --- — --_____ , . , , � � � � � � � � 6/0 6/0 � �, � _-- - - - —___ , �� � _ o� . .�2� , _ ��� �. �\ __ .__, . �o ��-- -.----, i i iii i i \ � �: i i -- �\ I _ -------- � � � � � � - � / --- _-------- —`---- � o __ __— _____ --_ i i i i i i � _ _ ---- --- — 6Q5 � \ ---- _y�— � ; ; : ; ; ; ; . ; ; ; ; ; ; ; , ��, o� � � � � � � 605 _ � _� — _ - s - - � � � � �� i i iii i i ' �_ 607.12 �I _ ' �� : `_ Ir _ �� � � � � � � � � � _ � i , I, � �� I I � � � 4 ' - - �\ - I I I ' ' � , 600 � ___ � � � � � � � ------------------- 600 ���\ _ i i i � _ �� , _ \ \ __ i i � ` _� , . . \ � � \ " I i � i i ,� i i ' , , —_ � � � `�___`___—'� � � � � � � � � � 595 59 . � , 1 + . 0 _ ��� � _ I 3 00 0 __ ___ _—__ � , ��� � � _____ ___ ___ , , ����; � � �� � � � � � � � � � � � i__-,�� ���� � � ��� � �� `_�_ _ _ _ ,_ � --- --------___._---- . I , ! i i i , � � � _, , - -- . _ � � . � I I 6/0 � ��\ _ _ o �. � �� �. � 2 � o'� '� . 6/0 __ 4° 2 __ _ _ _ �\ �- -----___ _ o/ -- o/ - i i i _ � �i -�� p II _ �---_ � --_ _-- -- - - - - - -- -- - ---- --'-- --- ---- -- i �,;_��-�� --____- � I - - --- -�-� � -- , _,_ � _ - _ � - - - - - - - - __ __ __ - - - - �I.I I � � � � 60 I i - � , � , \ - - _ _ � -� �- - 605 �� � O � 0 8 2 - �os.o9 '��; _ � - _ _ _ � � � � � � ,, ; _�� �� _ � _,_ _ _ _ _ ��__ _ i --;-- I � _ i ; ; ; _ i � � � i _ _i _i _ _ _ �1_ . i : : i _ ��\ � � I' � � � � � i � r -- - - - - - - - - - � _ _� .- _ _ I , , _ _ . - _ � \ ' I � _I . _I _ . _ - -- �_�-_ �_�- -- - - -- --- --_ __ � � � - - - � i_ � -1_ ,. i_ i ._,_ . , � 600 �� � � , ,- � � � ��� �� ���� ________,�-..600 i � � � -�- - - -- --- - - -- -- ---- ---. _ � � \ _�i i_i i �. _. _, _ , _ _ -- - -- __ _ _. : _- ,_,_ __ _ _ ___ ----- i _ __ � � _i � � � � � _ -i - ' � _ i � - . -�- - - --- - - - _ _ _ _ . __ _ _ _ - --- - - - _ _ � i _ � .� ��� �-�- , , _ ; \ i � � 595 � _ - - -� : I ��----- ----� . � 595 , _ _�_ _ _ _', 12 + 75.00 _ __ __ __ _ _ __ _ _ ___ _ -_ __ � .____, ,_ _ _ _ __ __ --_ ___ � _ _ �� � _ _ - - -- __,_ �. i _ _ _ _,_�_ _ �_ i i.: : : i __._, i-, � : � . I � � f. _ . . -- - - --- - - -_ _ _ _ - -- - - - - - - - - _ _ � . - �- - - - - � � � � I � ; ; : . . _ __ . - --- . _-- - - - . . _ . _ _.I . _I _ .I i :_ _.-. _.-_ ._. __. _. _. __ _ 620 - - - -- -i- - - -- - - - - - _ _ _ _ _ _- - - ---- -- _ _ _ _ _ - - - - - - - - - - - - - - - _ � �-� � I - - - - - - �. . . 620 : � _ _ . __ _ i ii i _ _ __ , - - , - � � I _ r . - - - ' _i i 1 _ i i i i i i i i i _._ , ,- - ' �_ - -- - -- -- --- --- - - - - - - - - , ,- ' -.- - - - -- - I � : - - - - - i - - - - -- 6/5 � - - - - - - _ -� _ � ;- -- �� . 6/5 _ � . , - --- - - - - --_____ _ _ _- - -- __ _ - -- - --- -- - - - - - - - - -- _ � �- -- - - -- -� ; ,______ I-I , , � ---------------- � ----- � � . ! . .�/ \ - _ -..- --.-:- -.- _ � � i � � - - - - - \\-�� �� .- ---�---- _----- >�\ � � _, � I i i i I i i I I I I I _ _ � � i _ _ � / , �,,o \ - 4p� . 0.021 0.021 _ �� _ _ _ ��� 6�0 '� � � _ , , , , a / � � -'� . ��o u i � � � iii i � � - - - - - - - - - - - - _ I I III 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 . . � � � � 605 I �0� �� � �,,,___—_ .� �� ��� : 605 609,54 I o _ _� -__ � _ __ �� ____ , _ -- — — -- — _ _ -------------- --� -- - � � � i I ^ 1 -' i ' : _ __ � .I I I . 6oa �� � �, i, i ,�� � � :600 ___-- i i i i 1 :'i i i �- . � _ iiii i �1 � i �: - ��� :: �ii� ' i i i i iiii i � : �� '' � i i i `--_----- � 595 I � 2+ 5 �. � � . �� 595 ' - � � � � _ -- __ ------- - � _ � ��� ��� ���� ���� � �� ��� ��� � - �� � � � ��� � � �� ��� �� ��� I� ii iii � _ . .___ � — __-___ � _ � . _ __�___ . / ' _ _-. _ : . � � � _ , � _._. -�--- : � � , . . L ' _ _ _ _ __ - � _ � _ _ �T __ �T 75 . 70 65 60 55 50 45 40 35 : 30 25 20 15 10 : 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 . 75 � r, �� c� c� � r, �� c� c�