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HomeMy WebLinkAbout20160727 Ver 1_Bridges 132 and 221_20160818 Wrenn, Brian L From:Thomson, Nicole J Sent:Thursday, August 18, 2016 11:33 AM To:Wrenn, Brian L; David.E.Bailey2@usace.army.mil Subject:FW: Bridges 132 and 221 Attachments:670221_REDLINES.PDF; 17BP.7.R.87_670221_Permit_Drawings.pdf 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 1 N, Find attached Call me if you need to Direct: 919.644.3144 Thanks, D 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 2 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. 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. 3 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, 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. 4 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. 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 5 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 • DETOUR ROUTE TO SR ��iMMocKs 1134 MILL RD.) � JI�I �\ J� � � %�� ��� %)� JI�I JI�I J�I ���� � !���\`� �\� �������'���� �� ���� ��� PERMIT DRAWI NG SHEET 1 OF 4 LOCATI01�: BRIDGE 1�0. 670221 01� SR 1135 (MOOREFIELDS RD.) O T�ER ROCI�Y R U1� T YPE OF WORI�: GRADIII t G, DRAI11 tA GE, PA VI1�G A11 tD C UL VER T WETLAND AND SURFACE WATER IMPACTS , ,,, �- � = JJ `, BEGIN CULVERT � ___ —L— STA. 13 + 17.40 BEGIN PROJECT —L— STA. 11 + 50.00 � r A DESIGN EXCEPTION IS REQUIRED FOR VERTICAL ALIGNMENT AND STOPPING SIGHT DISTANCE. ;� ti �ND CULVERT �L- STA. 13 + 42 .72 � P E RM T NC GRID NAD 83 NA 2011 END PROJECT -L- STA. 15 + 25.00 RELEASE FOR CONSTR UCTION DATE:08/05/15 TO SR 1134 (DIMMOCKS MILL RD.) 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I I � / - _ DES�VN D�SCHARGE 735 CFS i �� � I -� �- ---_ .-_ COIR FIBER I ----- f� IRi FIBER I -- -. , I u i I I e , II I I I I I I I I I I �� � , -' . -6 ° � , _ _ _ _ _ _ � ' � � � - DESIGN FREQUENCY = 25 YRS ; i � ; �rc 'i i - - �i ��' ' i _ � I I _ __ ---------- --- � _ - 6��p/ i ; � �r W i-; ; I _- ii ii_ � , ' - ` - - 6• , , ,_ DESIGN HW ELEVATION = 626.3 FT � � i i � f-� O.�OQQ ---�- ---_. _.- --' I I o I I � I � I�I _ I o'I o I I (_ �-3,�0 _ 3! -_- _-� -r) _i � � �+ � __ o � o i ' I- 'i I'i - BASE DISCHARGE - i f ?� '' �°� I� I I„ I II �' I II li li �� i � II II I I, „ _ i i � I I ------ I ` I �.� , i I_�_ II , I II_ -��6� 1.F5 I � -� I,, S- i i � , � � � � I c s i � u �� i� si�� � �, jI � i. 5' S I L L l V f� N o o ; o z , -- �_ i ;_ B A S E F R E Q U E N C Y = l 0 0 Y R S i 1. 5 � C P S$ I a � , RI P - Q � �T ; 4,�; �� J O . � � �� 62 0 �ss -�� .. ^' ' e.i.=. ° � ;.5� ��EOTEX�E �,ws5 �� .__ ' � �� � `�,.5'; ��E T X �� , Q '' • ,�4��.1.'� , . � � �� �� � _ � �. `° � � � o - _ � , � _ BASE HW ELEV AT lON = 627.90 FT 62 0 1 � i �; I W/GE TEXTILE !I I I I i I i � I GEOTEXTIL I I II I I I , � � � I : � I I I II I I I II ��' N �i � Oo N � � �� � CNp li � ': �_ �_ , I I I� I_I I!I ,!I _ • �� �O "� � � OVERTOPPING DISCHARGE _ 1320 CFS -- KEY IIN 1I.0' E� N 1 0 _ II II � I-. . . - _ I � � i i !I EY W 1,0' ---- ----'0 _I_I I -I-I I I _ - _. . - I � Z ,� � , II _ I j- - - - � II I I �I I � - EY IN l.l -- - ; , OVERTOPPING FREQUENCY +100 YRS ; �, - - _.__ -._._ _._ aFtir I_!_ _ _ _ _ _.. _ , J �� i _: I I I I VARIES I I I I I I I! 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I �� �__ C � _ � _ -�T �� � C � � �I ���� --- - 1.5 � � � � i i i -" ',' � 65� SY GEbTEXTI - ` � - f- `� _ - --- =_ = -- _- _� -- - - --- Grade �` ' L - 79.12 � L - l3/.88 � L , - 229.03 ; / � ��Tali � � ' `� ; �'� ' �-- _ � ���� � � -.-; _��-� - - � � _ _ _ _ rfi i � 1 � -�- - , � ,. . � y � � �� „- ; _ � \ = - e - i i i T - 39.57 T _ 66.73 � T � _ � � � � � sPEcia� i.arE � �� a e �ircH �� � ' � ���� �� � � - /20.42 � � �-� _- � i i i R = 1,255.6/' R - 350.00 F - 300.00 � � ;' � , E � � Qa�' ; 9 s�=- - - -- --- 6 I �i GEOTEXTILE � � � � ^ ^ - ��, � \ V= 4 5 fps � � � � S� - �`t SI� - �`t I %�� � � �� d= 0 2 ft I YP P- P � _ _ � RIP RAP �1 � i i i DS = 20mph QS - 20mph r� ' / �� �v I �-__ 0 0183 fVft T e ofLiner= 8 TONS,CL 1 Ri Ra � �, WILSON C. LAMB Geotextile= 29 s ^. ' �� � n= 40+� . 0-L- � DB 1442 PG 494 STA.13+10 RT -� Liner � + 82.31 -L- � /7 \ \ PB 76 PG III STA. 13 + 2 0 LT i I I I �� � �,� N���r� ��RM NE.T EX fLW � �/VCo EX RiW STA. 13+21 RT ± i �� �;�, �' �� i� h x�� i� � E_� �Ari ��ri \ , ,, ,*A DESIGN EXCEPTION IS REQUII�ED FOR VERTICAL ALIGNME T AND S�OPPING SIC�HT �I�TANCE �� �ko�NS�o� ���56�T; 38.0o RT ��TyP� � ��� Waoos �� STA.,3+4� �T ± � i i i � �:� � ����� �� � � � � ���� ����� � �� ��������� � �' � �� � � � � � �� � ,' - � i i i . _,_ , . . . _ : � - -�: _ . - : , � . . ._ _ _ -_ _ _ _ _- _ ' � � � -- - ' -L- SR 1135 (MOOREFIELDS ROAD) � ' - -- -- � i i i �,I � � � � � i i i �� , BEGIN GRADE � - , � i i i � � , ` ' STA. // f50.00 ¢ �' a' _ , . , , I I I 64,8 � _ ---- BM #1: BENCH TIE SPIKE IN 20" OAK ----- �jL�.H _ ___ � � EL-64.3.2J� � �- L- STA. 12 + 74.35 37.9T RT . � ; i i i �� i c� � �_ - , _ __ END GRADE I I I �� �- _ '�_ -BL- STA. 7+33.22 28.83 RT � ; I I I __ � ` �-c� ` I�il� ��-�i EL 633.95' -- - - i � � ST/ae 15+25.�� � � � � i i i � , ----------- � , _ o: �o -_ EL =639.69 � � � : __ . ; i i i ���� ' _ _ I,a' '�W�,�;= _ � - �`N° : _ .- �� � ' � � � 644 , � , -� � _ _ , , 644 _ _ _ ' I I I _ : � ' w , STATION I i � � - i � �' _ i ' I I I _ m, 13+30°00 -�- � _; �_ � � � I I I I _Iti �u � ` SKEW = 103° � - J i -_ ' ! � � � � . - ' I I I � ��.� � ' i��C° 2@ 12' X 6" I � �� __ � ' I I I Q�� I � �.';� �� . � I���� RCBC � . '� � i i i 640 j Q N , �, ; �- � ��.�_� � . ` � �.� . ! � -- ---- � : � - 640 ' I I I � � C? � i �l'!� ,� � > J�9 � , I = + I i�_ � � . . , , __ -- � � , � I , _ -- - , � i i i �__�„ '- ��Ji� .`°S�6 j�, � ; � v N, o I I � � , �' � � ° � --o _,�- -_ � � I Pl = 13+60.00 _ a i i i ��� -� o�� ! ��� � __ , �, _ _ � � W� � . � i i i �i o� � i �o� i�J-.�,` ���, �� � _ � aJ� I' �'��; EL = 626.02' o� _ _ � ��� � i i i 63 6 , _ , � , � ` �T � vc = �80' � N - _ . , _ � � � . ----- 63 6 � � _ xK = ll _ � _ , _ � - - � I I I � �-� J' '• � -- �Wj l/rl h n n � � I I I i m i y � i i i !--! _ _ - ' , ' �` , , pS = 5 p , , - � _ � _ : _ � � _ __ _ _ � � ` . J I i -.. . , I I � i � � � _ ,. .. ♦`` I i - ; I-. -- -- /', -- i � I I I __ _ � r � � 6 � , L � ` �, ' -- - - - --- -- --- - -- � � � , RIGHT DlT CH - - - . .. -------- 632 � i i i �i32 -• ' �I- ',;:� I �I ; � � � � �- .. � J8 � �. � I I I _ �, � . , � � . ., . : '20 � /o , �� � i i i �__ -- -' ,, . '-�, s�8� S�a LEFT DlT CH � - i i i i - _ ___ _ -- - - � ,�\,.•� _ �� i ° ��-�8�� _ -- - _ ---------- �II . ; . , .� � � � 62 8 -----,- - - --- - : ; \ �,,� � , , '' e�e ,,, _ - - _ '', ', - � 62 8 � � � -� : � , � �� � , i i i I ,�, i , p � , ��� �Q�, , i_. . . , i I_ i , , ,_ � i I�i I II N LET TYP I C L I i I� I � o� i $ � �� ���� � � ` ` � - � � _ � - ' \�� !' � �� e �► � �o �- : �� _�_ �i �il _ _ i _I . , _ � __ i � � or To; s � �E wNs-r� _ �i � ', ____�''"� ' �, r - - - ,�� �, . a __� _ -- �- - ,- CULV ERT HYDRAULIC DAT A � ---- __ __ i i il �6��CrN cLP,ss �rrr R��P I ! i ! c sS�, ���; R�P !, P i -;-i � ---- i � �` � , ` ` ` i ! I _ :__ . �'' !% `k � � � : . : _, _ �II _: _ - II - - _ /�+ i � j W/GEOTEXTILE , i GEOTEXTILE ! j - �• ! I I � / - _ DES�VN D�SCHARGE 735 CFS i �� � I -� �- ---_ .-_ COIR FIBER I ----- f� IRi FIBER I -- -. , I u i I I e , II I I I I I I I I I I �� � , -' . -6 ° � , _ _ _ _ _ _ � ' � � � - DESIGN FREQUENCY = 25 YRS ; i � ; �rc 'i i - - �i ��' ' i _ � I I _ __ ---------- --- � _ - 6��p/ i ; � �r W i-; ; I _- ii ii_ � , ' - ` - - 6• , , ,_ DESIGN HW ELEVATION = 626.3 FT � � i i � f-� O.�OQQ ---�- ---_. _.- --' I I o I I � I � I�I _ I o'I o I I (_ �-3,�0 _ 3! -_- _-� -r) _i � � �+ � __ o � o i ' I- 'i I'i - BASE DISCHARGE - i f ?� '' �'� I� I I„ I II �' I II li li �� i � II II I I, „ _ i i � I I ------ I ` I �.� , i I_�_ II , I II_ -��6� 1.F5 I � -� I,, S- i i � , � � � � I c s i � u �� i� si�� � �, jI � i. 5' S I L L l V f� N o o ; o z , -- �_ i ;_ B A S E F R E Q U E N C Y = l 0 0 Y R S I LASS 'I' J� `�'� � o /GEO EXT d 1 , RI P - Q � ; p 4,�; �� J O . � i C 6� O � � /C�E T X IL ..ISJ�,� .�� � O � � I � I I_. ` i w�E r xri� � � i i iR�P �,� E I � � �, i.s�; �' � o - - BASE HW ELEVATION = 627.90 FT 62� I � J `_- �_ ° 1.5, ILE iLASS 'I ._ _ I � . . Q ' _ � . , . I I �� _ �C _ � l(� � � i � / E E G OTEXTIL I I II II I I � I I N � � ;, -- I-, .. I I li I-1 I I ; I' !i _ � , � � � � I; � � � � � N ��, o ,� � ��*� � � �J �- OVERTOPPING DISCHARGE _ 1320 CFS i i -- I, I E N 1 0' � � N � II i _ �,,-� � � .� II I I I I _. :, ' I I- ... _ _. , � � i �i ev w ,.o ev iN ,.o __ Ker IiN ,.o �i � I I I � � � I� � _ _ __ _ I Z .� i _ �- - - - .� I n n � , . _ , „ _ _ _ ; OVERTOPPING FREQUENCY= f100 YRS i r�., _._ I I --- - . -� ---- --I . i �! I --i I ' I i I I ' I i I II - II � � _ i - i I _ �J_� ` _ i - . !_! ._. i ;. VARIES A IES {� ' ��= i _ I � o�;o ,2- I �, - - i, I ! !i I, !i p-� � tr!� I I - - - � � ' a � � - ' W � �" _ ' : �_ �- : : : _ i �i = OV ERT OPPING ELEV AT lON = 630.1 FT �,� � I I- 15 T NS i � E T' TO,NS jC � S�S, � I � I� � il l� T -- - I ��� i i_ � � _ � , ,, ;, ,, ,^�, I,,�- � � EST �fONS CLASS � �� 6 1 6 I - �� � � � � �� ��� � � � � � � � � � � �� � J , � � � � �� �� �; 6 1 6 , __ _. i o= � i DE � 34 CY i i � i � !' p= T C i� - W - � - i , u � , �c� �; � Q� � � �� �� 11 12 13 14 15 16 � �� � � L WETLAND PERMIT IMPACT SUMMARY Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design ac ac ac ac ac ac ac ft (ft ft 1 13+11 TO 13+39 DOUBLE 12'X6' RCBC 0.019 0.008 102 53 TOTALS": 0.019 0.008 102 53 "Rounded totals are sum of actual impacts NOTES: 20131024 • � See Sheet � A For I ndex of Sheets See Sheet �B For Conventional Symbols See Sheet 9 C- � For Survey Control Sheet • DETOUR ROUTE TO SR 1134 (DIMMOCKS MILL RD.) ����� � �\� ����� �������� ���%��J��� ��'� J� �I�����:��_�� BUFFER DRAWING SH EET 1 OF 3 LOCATI01�: BRIDGE 1�0. 670221 011t SR 1135 (MOOREFIELDS RD.) OT�ER ROCI�Y R U1� TYPE OF WORI�: GRADII�G, DRAII�AGE, PA VI1�G A1�D - ' -- - BEGIN L— STA. BEGIN PROJECT —L— STA. 11 + 50.00 A DESIGN EXCEPTION IS REQUIRED FOR VERTICAL ALIGNMENT AND STOPPING SIGHT DISTANCE. BUFFER IMPACTS PERMIT CULVERT 13 + 17.40 � ;� ;� ti �ND CULVERT �L— STA. 13 + 42 . 72 CUL VERT NC GRID NAD 83 NA 2011 END PROJECT —L— STA. 15 + 2 5. 00 RELEASE FOR CONSTR UCTION DATE:08/05/15 TO SR 1134 (DIMMOCKS MILL RD.) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared In the Offlce of: HYDRAULICS E11tGI11tEER ,,��������,,,,,, GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH 504 Meadowland Drive ,,.�����, cARo� ��,,, ADT 2015 = 200 Hillsborough, NC 27278-8551 \\� �� .• ��., /� �/ Voice: (919) 732-3883 ; _; •�� q� •. y ; 2 � � 0 � 2 � 4 � 1 Fax: (919) 732-6776 = S EA L = [� QO � T = 6 p�0* L�I��jTH R���w/`�Y PR�JECT = Q.O�� M� �E� DESIGN AND ENGINEERING SERVICES www.summitde.net _�:. 04�744 ��� �� �� p� ��, FIRM NO. P-0339 V = 3 � M P H 2O12 STANDARD SPECIFICATIONS ��'•. ���� Q '� PLANS LENGTH STRUCTURES PROJECT = 0.005 MILES %�t��.•�IN��'R�J,: � o�� P.%!�,�����A������C``���� \ o a 20 l0 0 20 40 *�ST = 3% DUAL 3% TOTAL LENGTH PROJECT = 0.071 MILES RIGHT OF WAY DATE: SIGNATURE: � � TRACY N. PARROTT, PE ,,,,,,������,,,,,, a � PROJECT ENGINEER ROADWAY DESIGIIT ���`���N CARQ �''�,, � �� _ F U N C C LAS S= MAY 7, 2 015 E�GI�EER ���� ��'�q� �ti-��', �� �Q PROFILE HORIZONTAL = = � Q RU RAL LOCAL = � :. 0343� � � � _ � °� � � Q��Qo 4 2 0 4 s 1�CDOT C01�TACT: VIRGINIA MABRY LETTIII�G DATE: BRANDON W. JOHNSON, PE ;��:. :��,\ IV�!-iY 7 2O� 5 PROJECT DESIGN ENGINEER ; �'•�GINE.�•' `Z` � MANAGER, PRIORITY PROJECTS UNIT � '.�0� � �Q �.� PROFILE (VERTICAL) SUB—REGIONAL TIER � W� � SIGNATURE: P E ///,�"� � � � �"\`\\\ J N Z � w � � � �`�� � ' PROJECT REFERENCE NO. SHEET NO. � ` " �" ,� � � MELINDA S. W�LSOa��� � _� � _I � � RIP RAF i� �� �� i If�1F h I i;I � _ i � ,, � - � DB 5106 PG 400 4 �� �' �, BRIDGE NOo 67022/ �_� j 178Po7aRo87 4 ��-- ��� i i PB 50 PG 27f � _-_ _ � � �� _ �;,_ - - - � R\W DB 1507 PG 63 � � HEET N . �_ -r- _ � � , � R�W S O �� � � I i � � J �� iri i i_; , ._ � � i; , �_ � � � MELINDA SWANN WILSON � �` � ° BE�IN PROJECT DB 426 PG 584 � � T� R�W � e ADDRE _, P�,,��- _ R\W DB 1507 PG 561 �-' i � B F F E R D W I N -- -----' � h'll� f �G' � � _ -�� �Rc� _�� � �� L- STA. 11+50.00 PB 3z Pc ioi � � - - is o � � �� � � I � � - ,� _ -- � � HEET F - �, � , _ _- u✓ / �PPR�xiMn i � � i�N .�, � �/ � �/ oF Nc�cT P�r���a�i� � i � i � � � � �R�B �1i C CA_F�I� ,T � I N I`` "_ . _ � � � ,� _ / '_, / � , , � �, , _ / / � �� , -\ � RIP RAP BLUFF WNERS � -- � ��,,� � � � � -- -- -- � �� ; ti � " S T MOOREFIELDS HOM 0 � - - �� � . 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N A D 8 � �I ,q '' `� '' `� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: C' I���I� NC FIRM LICENSE No: P-0339 JV 504 Meodowlonds Drive 1r sGN^�pE�NE��sE� Hillsborough, NC 27278 °� '� (919) 732-3883 - (9191 732-6676 (FAX) � i i � ALLOWABLE IMA�CTS ZONE 2 _ 'r �� � . i �\ � �v �, I � � , � � � \ � � ,, � � _�� � � � STA. 12 + 70 LT i Hi � r �, �� � ,, /% / � � + 50.00 -�- � � sTa�,: i 3 + oo �T END PROJECT �R' , _� � � , i �-. � t ,., � � � � . ; ; � 50.00 LT � � � � � � ��� � % �: � �� �-� � _ �, - � � � � � STA. 14+10 LT � � �--��'� ; � � � � ,, ,�� � , 1 � � �; �fl� �/, END � �CULV ERT �ti sTa. i z + �5 Rr -L - ST A. l5 +25.00 � �-- --- - ,� �,, - . 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'� � � � � � � � �� � V�= 5.1 f s � + -� � - - - � � � � ���' � 30.00 L � � RIP ) � �� �� � � � d - o •� � EX - - � � _ �� � , , � ; �� � - _ - - , � � w�+ R'`^' �-- _ , _- - - I _ - - -- � ---- � � --_ - _ _ _ , , � - � -- , ,�r- ! ; i"ili�,l ;� n i` `, ,. ;. , � Liner- Clas B Rip Rap _-- , _, /_ - -- T. _- - -- _-_ � r; � � � � �� , � iv � � � + 50.00 � � � � r _ , � � ; DETAIL 1y / / ' , �, � , � (� _ - - - - - -- - - � 34.00 RT \ - - - __ _ - - - - _ _ _ __�__�- - �.- -�' � � � � i' ��" F �. - - �� � _ _ / ' - _P � F �� � �- � � � - � � _ - - � EX fLW SPECIAL LATERAL BASE' ITCH ' , , � F F , � , r � _ -_ _ � • � � n .� , � ����-l�i � - � a 1_l �_- _ _ � , � � ;, ,, - _ ', � � � ; 3 � � � _ _ -�_ = - - - - - - -- - -- � � , + 65. 5 -L- 4i� � ' � � � ��� ` -- - - - � � �- - - � �� �- � � � � � - � _ _ _ _ , �,. - - 40.00 RT / , �� i ° ��� ';; , - -_ ___ ___- - - - -- _ _ _- - O = � � � �' ' � ` � � o - � � _ o � FROM L STA.11+50 TO 13+10 RT i� GOTHAR SWANN EX � �'JI�I ta.= 1'3+�0,� � " -� � � - - - � -�� � �' '. � OB 8�9 PG 538 � � - �.9 �fs � �' � PB 50 PG 27 1/= 3.9 fps� p -� /_ FROM L STA.11+50 TO 13+20 LT �� `����q5' - � � -I.�' '� �� � �`' ��� � � �� � � FROM L STA. 13+21 TO 14+25 RT R\W DB 1507 PG 560 = 0.2 ft ��F �" ',' c� � --- - �_ �w � � � FROM L STA.13+47 TO 14+25 LT ; s= 0.119 � � � �� �; - � ----- � o ----_ � � �� � _ - � �X�s��N� R n = 0.0, - L' e= B Rip Ra �', \ : - - O O � - � DETAIL 3 I - --- "` - � _ _- _ - - � L B G�N _ _ _ _ _ _ _ _ - ,�'i - �� �- RIP RAP AT EMBANKMENT i Pl Sta l0 39 57 Pl Sto ll 45.85 Pl; Sto l4 +02.73 � , ' �� � � � ° � - - - "" �'� __ � ot to s�a , + ° � -L - ST A l3 /7 � ' ' 'e c . . � n �A�� �' \� , � - ,.' �/� �r, i 0 = 3036,37.3 �RTI 0 = 2/035,19.2 IRTI � = 43° 44' 26.9° (LT) ;! - h�� � ; ,, ___ _ _ _ _ - - -� , , - _ �,_� , - « y � I, f�.�.� ��- ,o'min. D- 4 33 47.5 D l6 22 /2 8 D;_ � _ ' . � ,,,\\` � _- , , -� � -_ � � ; I �� � T � ��,, . , , _ i - . l9 05' S4.9" ! � � � _ � � - f< < � ���� �� L- �;�� � - --- o�,�h ; - � r- l� � t ' 1 � -L �� � L = 79.12' L = l3/.88' L ' = 229.03' � �-� � e� sYp� brExri�� � - w ,-,,; _ _ ,� �.t�, _ = r, - �-�_ �' - - - crade ,.o m�� ,.5 . �y � ,� i� � � � - _ � , , � � �� � , - T� �� _ � � �, , e ' -- _ ' ' /20.42' � � -_�� , �� �" --- � R �255.6/ R 350.00 f� - � �� sPEcia� �a,TE �� A E �rrcH � � � � � � � �- -� - _ � i - ' _ ' = 300.00' � --- - � � � ' � �� Sta.` ��=6� � -- � GEOTEXTILE � � SE = 04 SE = 04 , � ' m� , � , � E 4= 4 5 fps � � �� � , � � ` ' � `�� d= 0 2 ft kIP �RAP Type of Liner= 8 TONS,CL 1 Rip-Rap � � � N � WILSON C. LAMB Geotextile= 29 s � DS = 20m h C�S = 20mph � �, _ o C � � � - 0 183 fVft .� _ ��� n= 40+1 p L- DB 1442 PG 494 $TA.13+10 RT ± / � � l ^ Q + 82.31 -L- 0 �7 �iner PB 76 PG III $TA. 13 + 20 LT -� i � i* �„ �; � � �n �� :��Ma r���M` A��i�r� EX R�W � �NCo EX fLW STA. 13 +21 RT ± , A DESIGN EXCEPTION IS REQUII�ED FOR VERTICAL ALIGNME T AND S��OPPING SIC�HT I�,�I�TANCE � o�A�NA�� �ASE �NT 38.0o RT � 7- ���oo�s sTA.,3-�-4� �T ± � _ DB 507 P6 56 �l YP,� � I� � � � � � � � � � � ,, .. , � - ' - - --- - - -- , , -- - . _-I : _ . i ---- -- ----- I _ .- - - E I. I I I.i .i _. _ - . - - -- _-_. _ _- � _ _ , �-�_I-i � �_� � i � ------_------ -- --- - ----__ ___ _ -L- SR 1135 (MOOREFIELDS ROAD) ; _ � � - _ I --� � - I � _u � _ _ � � � � � � , �TA1�+50.00E I a � °' , __- - - -_ � -- - _ _ _ _ _ _ i ' - . �- - � ` i I _ � 64C7 �� ' i Q�\ ; BM #1: BENCH TIE SPIKE IN 20 OAK ; I 64H ; , - - - _ „ - l � � �i , - - L- STA. 12 + 74.35 37.97' RT i � � � � EL-643.25 _ � � - -- -- - I � END GRADE _ �I � � � 83' RT I � I i --._.. � � i __ i _I_-T � ii - - _ - _ - ----._ __ EL 633.95 _ ----- - - - � � S%/�. l5 +25.0� i i ;I = : : : : ;: i � / � , �� i �i BL- ST . 7+ . I�' =-- --- _. i _I � � ;_ � � i � ; W � _ � o �o EL=639.69 - �; � � � :: � I� � I i - , ; � _ a _ � __ �� �� � i 644 -� �, � � _ _ _ � , , � � � 644 _ A � i i i � `��` � � , . - - - - - - -- - - II � i - - - - � � I ��� ! !i � � -I i W � - - STATION I i - -- - � W �� I i_Ili _.II i- i_ � �-i ___ � - - _ I i � J3+30.00 -� o i I _.-: __ _ - - - - � - - - � , . . . � i - � _ii '--,-! ' SKEW - 103 _ , � ! !. I i_.i -- - - � � 2 � 12' x I � -- -- -- - - � � _i i _ Joo . \ ` �° 6� I _ � ��� � � � _� i : __ _ _ Q ~ � - � I� N RCBC I i -- - - �i _ .- , _ � . �� � � , I . , . ' , . � 640 _ , , , Q N � � ,� - - - - - . � r - - - � � � � � 640 -� � � I i_ �_ � . ��� i � � � - - + � i � i - - - - � i__ , � �,.,. � , � . - , : I : , . �j � � � � � � o _ ��; �., '� 9 � �-,,,� li � � __ � i � _ _ -i � � � � _ � �� 'I 'I / . �5�6�� i � � � � 'N I � i i i I _ i _ �� � _� -�� �.-� ,,\� - i � i ii �. i i il i _�i, Pl = l3 60.00 i o I I � _ - __' I �. . : - 1 : � --- .� . , � � - I � _ ' _ : . _ _ , I�. ' , ': _ � . ; ; _ : I I �_ _ I � _ � �I � �, I , ` - . \ _ ___ I �I I li � O � I _ � _ � _ I � � _� � � � o � � ----_, i . � . _ __ i �' � �u , EL - 626.02 0 � � � � I � 6 3 6 : : --� � J � � � � � � -� � � � vc: = �Bo� � N _ _ , - : 6 3 6 � - I i i l �_ _ ' ' ' _ � _ _ � , - - - � I ', X - �� �r ' - - �, � , I_ __ _. � . � K � � i _ I i � - _ I � I - ` i � ' i -I I I ' w ' ----- �..,,`., , . I� � � DS = l5m h �� � � � �� _ , � � - -_ �_�, ., ` -__ � I ' -- ` � � � �_ _ p � -I � � _ � � il i� O �� i � � - II� i i�i i O� ��` I, 'I �i i _ ; �� li ii � /� �� _ �I t I -, ; I _ - -- - I � -------------- � 632 � � � � ; .� �� �� _.- � � i �� � RIGHT DITCH ' 632 I II II II -- . . . - - - - - %� � : , , i i N� ., ' i /� � � _ .I � . I i i . . _ . . . li ----- I`I, ' a` � `♦ , %8 ' I o � -- - I � I �, ,, ♦ I I '2� /o � i , i - � � � �� _�_ ;--�, �_ --- - �v �� � ___ ��� . � � g8� � Zaq�B� - � LEFT DITCH I � i � � i � i i � i '.�'�. �''.� � �k�8�� - - I ---------- il �I : _- -- ' -----'-- -' � � -- -------_ __ � . � � -__- ---- ___. � � � , . O� � � : � , - _. _ _ _ _ _ _ 62 8 _ I� - -�- -, � . .�� ♦ ! I y � i ' a l,, �i , o . . 6 2 8 � i i i i �i � � o �_ � � � � __� __�I .�` ♦`_ I �'� ', �/> O• � � _: i INLET T?YPIC L : � : O�UTLE TYP�CAL : : : _ "I�•'d��� i ��_, - � � � I � � - �g��;,� � � W ��� __ � � oT To S�A�E ---- �_ NOT o 5�,��F , �: , , �, 2� � o , CULV ERT HYDRAULIC DAT A i -�FFr �T��r� L��CiNc wN E,ar�} - i - � . � � � 3-� . . _,. �� ��. �_� . , I I � - - - - - � i : : �'��, , ���-�__-__I-� _ � _ I I I CLASS 'IG RIP RAP : I _II --{L �T4-I 16MT-L I OIEI�f� Da1N � S�€RAM�P . e ` �•�� � I � I II !I I I .-_ � I-- II ��_ ` i i � � - �! w��EmE���E � � �EOTEXT��E i a � ; 1 i DES/GN DISCHARGE - 735 CFS � _ �_���_i � i__. �i i� i a � � � fi24 � � � � _� ^_-�- - e �- � ,, DESIGN FREQUENCY = 25 YRS �6 624 i i i i I COIR FI ER i C IR FIBER i I i - _ ' -� -- , _ : : : : : : : : I p : .- i , G i �i �i i ', � l y _____� � :� ___ --'�}p0� � i I � �r �' I � - � o I --�- � � _� o u�� Q Q � � � � __ � � � - �b i � �_� �, w DESIGN HW ELEVATION = 626.3 FT _�-- -- - -_ - . � --- _ - - - _i_- _ _ i i . �_ _ '�_ �' _ � Q � � ' ',� � . � �i _ )-�_�� _� / -_'- � I �_- i i a , �, �, � i � �� -- � o , ! i � � � _ \ i _ - - , I i`-o _ -� -- BASE DISCHARGE _ 1060 CFS : z, i.s�-r �� i , __ � I o ��SS ,�, I I��, , � i i � I I ' 1.5' SILL l� �. � b _i 1__ . I Z� I ,; j� � ° CRIPS RA� 1.5' �, I RI RAP I I I I-_ _ � „ t� �' 4.' i .. J O I � � I � BASE FREQUENCY = l00 YRS I � R`� � I `�` I i 1 �..� �i 1 SILL�T i N I O I � � $RAP � I � `�' , s o 1`1S _._ CLASS I� � � � � 1 5 I � I i �� II V� II �,I I� I `-.- ,, i Q � I ��, �, i O I� I � � � 6� O �� ^_ /GEOT€XTILE �_ ti u W/GEOT XTILE ` I �� . BASE HW ELEVATION = 627.90 FT �� O -���i WLGE TEXTILE I I GEOTEXTIL ��� i I I ' • � � N 1" � i � �` v � C�J I _I � i_ i � i ; _ i: - � ' � 'I � : i, � N i �``� oI �" � � I � � � � � j`�' �`° i��° � ii ;r i , __ OVERTOPPING DISCHARGE _ 1320 CFS J� EY IN 1A - KEY IN 1.0 I I� � �� II 11 �, -i _ Ev iN ,.o�l ' : �` i KEv iN ,,o- � : � � I � NI � _i._i i I '� li__ y` _ -i�, n � � OVERTOPPINC'i FREQUENCY= +100 YRS __ ��� ---- - --- -, --- s€rJc�-_ I li i ! VARIES _I __ . i ---. VARIES I ! I II ll i� M� I j ---- I t�'��.f I I i ��� �,� EST , oNS C�,4ss; o�; o , r 15 T NS � _I -: E f TONS C�SS o�� 0_, 2' :16� TONS1 �' �\ i� i� -__ OVERTOPPING ELEVATION = 630.1 FT � ii i �o !�i ���i �i � � _ -�� _ _ __ _ _ � - - ; � , �-I � � _ �_ � 616 � 616 oT `�� ' � bDE ' 34 !CY ; : : : � : � : : ! : : � : : : : ' DD� 4 CY " ! : : l i W _ : �! � N��� . , ' � , � � � � I I I I � . I . . ��� � �� � a� � 11 12 13 14 15 16 ��� BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSWG BRIDGE IMPACT (ftz) (ftZ) (ft2) (ftZ) (ft2) (ft2) (ftZ) (ftz) 1 ROADWAY FILL 12+60 TO 13+20 LT X 1036.0 624.0 1660.0 2 ROADWAY FILL 12+55 TO 13+09 RT X 760.0 602.0 1362.0 3 ROADWAY FILL 13+38 TO 14+04 LT X 808.0 577.0 1385.0 4 ROADWAY FILL 13+23 TO 13+83 RT X 940.0 636.0 1576.0 TOTAL: s5aa.o 2439.0 5983.0 0.0 0.0 0.0 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 SR 1134 (DIMMOCKS MILL RD.) � JI�I �\ J� � � %�� ��� %)� JI�I JI�I J�I ���� � !���\`� � �������'���� �� ���� ��� LOCATI01�: BRIDGE 1�0. 670221 01� SR 1135 (MOOREFIELDS RD.) O T�ER ROCI�Y R U1� T YPE OF WORI�: GRADIII t G, DRAI11 tA GE, PA VI1�G A11 tD C UL VER T A UG UST 16, 2016 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. NC GRID NAD 83 NA 2011 TO SR 1134 (DIMMOCKS MILL RD.) ���������� ����� II�� N�`9' gJ�]E 1F�]E8 ]f� % W .��J��JISI`Jl"b�N ��1L's����A�l �� ll ���1�1 � d➢� N�°Jl° �7�1E 1��1[8 C�N�°J[°1E8IJ�C'JCd�v Prepared in the Offlce of: HYDRAULICS E11tGI11lEER GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH 504 Meadowland Drive Hillsborough, NC 27278-8551 ADT 2 015 = 2 00 Voice: (919) 732-3883 Fax: (919) 732-6776 2O �O O ZO 4O T = 6 % * LENGTH ROADWAY PROJECT = 0.066 MILES DESIGNANDENGINEERINGSERVICES www.summitde.net p�� �O�pG� V = 3� MPH FIRM NO. P-0339 �L� ��Q 2012 STANDARD SPECIFICATIONS Q ��o PLANS LENGTH STRUCTURES PROJECT = 0.005 MILES � �� P.E. * TTST = 3% DUAL 3% TOTAL LENGTH PROJECT = 0.071 MILES SIGNATURE: � � 20 l0 0 20 40 RIGHT OF WAY DATE: TRACY N. PARROTT, PE a � � PROJECT ENGINEER R OAD WA Y DESIG11l '° � F U N C C LAS S= MAY 7, 2 Ol 5 a PROFILE (HORIZONTAL) RURAL LOCAL E1�GII�EER ���� ooQ�Q °� � 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 L BOUNDARIES AND PROPERTY.• State Line ----- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Property Corner � Property Monument � 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 �' � BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap O Sign � Well ° Small Mine � Foundation 0 Area Outline Cemetery t Building School � Church -� Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream �S — Buffer Zone 1 Bz � Buffer Zone 2 Bz 2 F I ow Arrow � --- --- Disappearing Stream �--- --- Spring �-�,,�_.--� Wetland � Proposed Lateral, Tail, Head Ditch � FLOW False Sump � ����� � ��� ���� � �����_ �' �9 J�/�� ���� � � ����� ���� 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 — • �` W in� 0 .�. � �c� � ----�- �A, c E E TDE PDE DUE PUE TUE AUE � Orchard Vi neya rd EXISTING STRUCTURES: MAJ O R: 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: Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Eq�al�ty Symbol � Pavement Removal T�EGETATION.• Single Tree Single Shrub Hedge Woods Line �3 � 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 � BRID�E N0.67022/ � 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 Li ne LOS C(S. U. E*) U/G Water Li ne LOS D(S. U. E*) Above Ground Water Line PLA1�lS TV: �oN� Hw TV Pedestal TV Towe r �--------� 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 0 � HH - - - -T- - - - - -T- - T ----T�---- - -TC- - TC - - - -T FO- - - - -T FO- - T FO GAS : Gas Va lve 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 6(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 6(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 OO O ss A/G Sanitary Sewer - - - -FSS- - - - - - FSS - - FSS • 0 0 ❑s - 7UTL 0 usr 0 � m AATU R E.O.I. �I PAVEMENT SCHEDULE PROP. APPROX. 2.5" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, C1 AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. VARIABLE DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, C 2 AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 1.5" IN DEPTH. E1 PROP. APPROX. 4.0" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VARIABLE DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, E 2 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED. IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5.5" IN DEPTH T EARTH MATERIAL U EXISTING PAVEMENT U MILLING BITUMINOUS PAVEMENT. VARIABLE 0" TO 1.25" DEPTH. VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL W ON THIS SHEET) NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. � SURVEY Detail Showing Method of Wedging 25'/inch of surface lift MILL EXo PAVEMENT --------------- - MINo 205" � 205" V _� EXISTING i PAVEMENT i - NOTEaA TEMPORARY ASPHALT WEDGE WIL�BE REQUIRED IMMEDIATE�Y AFTER MILLING TO ENSURE SMOOTH TRAVEL IF THE FINAL LAYER OF SURFACE COURSE IS NOT PLACED ON THE SAME DAY AS MILLINGa INCIDENTAL MILLING PAVEMENT KEY-IN DETAIL (TIE-IN) -L- STA 11 + 50.00 TO 12 + 25.00 -L- STA 14 + 50.00 TO 15 + 25.00 STATION RANGES ARE APPROXIMATE ONLY. GRADE MAY BE ADJUSTED BY ENGINEER TO ENSURE A PROPER TIE-IN. VARIABLE "'''' SLOPE ,�� SEE X-SECTIONS VARIABLE '''"' SLOPE ,��,;; SEE X-SECTIONS VARIABLE '''"' SLOPE ,���;,; SEE X-SECTIONS 3' � �: 6 �� , �•. T E1 10' -L- 10' C1 i GRADE � PO I NT I � 0.02 , 0.02 � ---- --- -�- -----_- I W 6.5" � 6.5" EXIST PAVEMENT � 9, GRADE TO THIS LINE TYPICAL SECTION NO. -L- (MOOREFIELDS RD.) 3' � 8' _�_ 4� % � El T 1 �1 BRIDGE NOo 67022/ TRANSITION BETWEEN TYPICAL SECTIONS NO. 1& NO. 2 -L- STA 12 + 31.54 TO STA 12 + 63.54 -L- STA 13 + 87.55 TO STA 14 + 19.55 6 �� 6 :1 � `�•;` 7' � �: T 7' � �: T El) 10' C1 � 0.02 , -L- 10' GRADE PO I NT 0.02 � ------- -�--------- -- --- -�-- --- -- � / 6.5" w � 6.5" E� EXIST PAVEMENT 19' GRADE TO THIS LINE TYPICAL SECTION NO. 2 -L- (MOOREFIELDS RD.) 10' C1 i i � 0.02 ' i E1 GRADE TO THIS LINE -L- 10' GRADE PO I NT 0.02 � 6.5" TYPICAL SECTION NO. 3 -L- (MOOREFIELDS RD.) 7� � �; T 7' � �: T � 4:� E3i. 4:� REDLI1�E DRAI1�A GE PLA1�lS USE TYPICAL SECTION NO. 1 -L- STA 11 + 50.00 TO STA 12 + 31.54 -L- STA 14 + 19.55 TO STA 15 + 25.00 �1 USE TYPICAL SECTION NO. 2 -L- STA 12 + 88.54 TO STA 13 + 62.55 �1 USE TYPICAL SECTION NO. 3 -L- STA 12 + 63.54 TO STA 12 + 88.54 -L- STA 13 + 62 .55 TO STA 13 + 87.55 i � , �� � ,,, , ,, � � � � , � � � i 6- = -� �� � - � � � � - / �� -' ,, I I i i � � I - - - ���� - �� _ _ I � r ; � � ,, � ; � � ', �� �� �� �� �, �� �� �li , � � �' i'' , '� � . . 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' - I-- -I . � . ; � � I I I , � � ' � � DESIGN FREQUENCY = 25 YRS ` " � '��� �` i PROPOSED 100 YR � . � � � .' . - - , I I I � � I I I - L�� __ , , , � � � ♦ •.�, �, =627.69' ,� � : � � � � . , I I I _ `�'� � _ ___ _ _ _ ; : , . - DESIGN HW ELEVATION = 626 4 FT � '� `���%`� ��� �i, i �� j �.-�� ,.- - i _ - - - - _ ; � ��� �-� � _ _ , : _ � 628 ----- _ . \ ���o�`� � 8�' °° : ,-�o �;-�'� - 28 _ ,� 2 / H / , � . �, �. � _ � �g� ,� ,; � , � ; BASE FREQUENCY = l00 YRS . 6 i � � � I I � , � �, � � PR POSED - � �0�;,' .. , , � i �', � �I N L ET ' P I C L I I' I i t� �� I �� �` � ��� - � �- �:- 1 W��o I- �_�_ 'il BASE HW ELEV AT lON = 627.69 FT = ��o� � U . � �26.4- _ - � �� �- �..••' � ,'� � � _ _ � , - - _ --- .. � __ i � � o��s � �E � i � � i __: �"� �'�., ' � , � , � - � - - ,�x�, !f l��• . : ' a _ _�_ � OV ERT OPPING DISCHARGE - 1350 CFS . . , I ! -- - � q . .. � � ., k N _. . . -, - _ -- , � _ � � ��55 -�'�R�P �P - ! q S� -�'; R�P�, P _ � � , _ _ - - - - - - - -' :� ` � �o I- _ j OVERTOPPING FREQUENCY- +100 YRS - , , , W/GEd • N i I . i TEXTILE -- I G�OTE�(TILE' j - ' '•,�' . - - - _ -,- _ -' �-•-'"�� I-, . . 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I' � � i �' I I � �li ET'TO��,�I�S SI,� i��� iiili �-- i iii ,� �; _ i � � _�:� ' � ; ,, ;, , ��� � I� i�� 'I�- _ _, _., _. �_ e�.. �� � 616 � � ' � � i �� � I � � j � � � i � � �' � - - � � -_ � �� � -� � , �- ' o � DE � 34 CY� iii p� _ C ' � W � � � � o , , , N� u � , u , c�c� u, i Q� � � ��� 11 12 13 14 15 16 � �� � � L . r�epa�ed �n Tne N� FIRM UCENSE No: P-0339 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. Office af: �� su��r��T 504 Meadowlands Drive Hillsborough, NC 27278 i � i I DESIGNPNDENGINEEFINGSERVICES (919) 732-3883 �/ - J I (919) 732-6676 (FAX) � . • • /� - � _' _ � �. I 75 70 � 65 60 55 50 45 40 35 30 II 25 I 20 15 10 ' 5 0 5 I'� 10 15 20 � 25 30 3:5 40 45 50 55 60 65 70 75 ; . � - _ _ _ _ _ _ . � � —'_ I�i �i i � i _ I � i �. � � _ �i A__ i . _ i �i _ _ _ _ _ _ ,: i _ _ _� � , , _,� � � ,, , „ , „ ,� � � �! — _ — -- - — _' _ __ _ _ _ _. , ____ _ _ � � i i i i � � � � i � l i i I I I i i i li I I I i i i I I I i I li � � li . _, _ . , _.—. I 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 � � � , ,, ������ ��� ��� ��, ��� � _ _ --_ , � � , „ , . � . �, � � 0.009 0.009 � __ __.___ _ --------- '�, _ _ _ __ . -- --_ ----------- — — --- --- _____ -- -------- -- --- -- _ o __— _ � � — -- --- — -- . : _____________ . ------- � I io �.c'-'-- --- __ ----- ------ �� �o ���� — — _.— , i ,. ---------------- --- I / i i , — — _. i _ - -6�5- ��_ �_� � � � � � � � ��� � � � � � �-_, , , � - - - - - _ _._ . _ � � , __ ; � � _�_.� � ��_ _�_� � - � - �635� -___� __�.� _. . ��_ I,, _ --__ � �� � � ���� � � , _ _ —�` �: _ i i� iii � � , I i _ i _ — �,i i � i � i _ _ _ _ _ ___ _ 635.29 � � � � � _ �_ I � � ��i , _--- -- I --- — ii. ,.; ; ;.i i I _ _. � � : 630 II . � - � , r 630 -�- � - - - - - -- -- ------ . _ - ----- - - -- � - - - - � � _ _ _ _ _� _ � �, , � 12 � 2 5 .00 �, ; , _ _ _ _ ____ _ _ , , _ _ �� � � ���� � � � --- _: ___: - _: __: __ _: : __- � � � i i i i � i i i, i � i i i � I I , I I � I I � � � I i, � 25- . i i i i i i ! i i i i i i � 625 � � � �� ii i�i i i i i i i i � � � � i i � i i � � � i ill � i I i � . �.--- ---- ----- -- i � I I _ �. 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I I f � I _ I �I � � � � � i � i � � � � I I I - � �, _ — — — — — I= — — — — — — — — — — — — — — — — � � ' I _ I , _ I I il I I � ------ ---__ li _-I__ I i \ i � � i _ ----- - 0 - -- - - -- --- — - _ _ _ _- _ _ - --- -. p _ ��- � _ — I � _ _ _ _ _ _ _ ,_, _ ,_ — -_ _ i -- 0 03 ��° ----- � . _ . . --_ __^ � �� . 30 p o_ , ___ � � ._ ___ _ _ _ o . _ � _.._- _- __ _ , __ . �, � � -�F___--- _�_�� __ ----________ �_ �__ � -______ � , _ _ ______ _____ ______ :_� —_�.__ 640 � __�� '� °-' � ---_ �- :-__;_-I ._� � � � � � � � � � � ------------------- 640 II -� � � , ,_ - -� p / _ I I , - � � , ,_. __ _ , , , - - _ _ � ' �--.-.--, � ; , --,- '� �' I I � 640.98 -- � � � � � J _ � I I p_ ���� ���� � �I f • 'I --- -- ------ IIII IIII i,i i i I i I II _ 11 + 75 00 � � � � �, � . _ _ ,, ; , � � __ ____ _ � �� — — I I ii i i I I I II II I I II II I! I I i i I I !I � _ . I II I i I , , I --- � i i i i � � � ---- - -- - - - � _ _. _ — — -- ��5--^-:.--------- -----------=-_-- . . : 645 �__—._ _ _ _ _ o ._. , , , : . , . . _ -_'_----- ' � �\ : o . . . . . . . ' i _____ 0.02 5 0.02 5 � �______________.----__ � � 0 _ , _ � / , ---_____ . . , -- � , —_—__ ; ���_--�- --- ,— � ------- --,-�---_______ -:-- - � _ �� �� � �_�__ � _ � � � � � _ , _ _ _ _ ___ _. _ . __�_ _ , ______ - ,. i i:� , ; � . ;;--- � � � � � ���� ���� � � �: � � 640 64 � 643.25 � �� � � ��� � !: __ _ ___ _. __ _ ,:i ii� � �� __ BEGI N CONSTRUCTION -L- STA. 11 � 50.00 ,__; _ .635 ;. - - , - - - 635 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 . . . . 75 ; ,. �, i-u-�-�-�-I- -�- - - _ , 645 ; . I � , � , � � �� � 70 65 60 55 11�50.00 _ _ _ _ _,_, � _ _ _ _ _, _; _ _ _ � _ _ _ _�_ - - - - - -_, , _. - - - - - - - -- -- _ _ _ _ _ _ �: � 630 . . _ _ _ --- __. _ _ _ - -- - � _ . , �.' _ ____- -_, '� I _ _ _ _ _ _ _ _ ___ _ - - - -- - - - - � - - - -- - - -- _ ,--- , ; ; � ��� � , , . , , . , -, _ , -, ------------- , _____---------- , 6 . �. .. �. . . .1 . . �. . . . . . . . � � � . . ... . . . . . . . . . .. . . . .. .� �. - � - . . . . � � � � � �.. - -. - � . . . , . . . .. . . . . . . . . . . . . . . . . i- . i . . . `` . . . ./���.� . . . . . . . . . . . . . . . . . . _._���..��.� . . . . . . . -�� . . . . . . .. . . . . . . . ----�,���.�. . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . ` . � . . . . . � _ � . . � � � � _ . . . . . . . - - �. . . . . . . . . � .i . . . . . . . . . . � � � i . . -- - - � �. � � � � � . . . . - - - - -- ---. . .-.. .-_- i, i i, , . . . . .. , , . . . . , , , � , , , . . , , . . . . . . _ . . . . . . . . - ' . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . - - - � . . .. � .._. .._ . . . . . . . . . . . . . . .._ � ..:._.� .._. _.._. ._. .-.. -._�. -._... � _ ..-.-._ �------- � I I� I I I ------__---_ ._ i _-------______ _--------------__ � _ . _ ---_ __ = 4 5 . 2 5 _ ---_ _ --- ; _ , _ _ — ---- -- _ _ _ _ ----- -- _ --- — — __ z; � - - - _ � � _ 11 +25.00 �� - - - - -- - :! _ _ _ _ _ � � � 640 - - - - - - - - - __ _ _ _ - �� _ I � � , � , — — — — — — i-�� — — — — — — — — — _ - — — _ _ _ ,� � _ I ' I � _ - 50 45 40 35 30 25 20 15 10 5 .� — � - -- - _ - -- _._ - _ -:_ _ � ---._._ _._. _ _ L I � 0 5 10 15 20 i � _� _ _ _ _ _ -i _ _ _ _,--, _ _�. ,... , ;—I i,.. i i i : i . _ . . . _. I I i. .I . . _ . i . _ . I I. I � � � __ 25 30 35 , _� �_�� _�_���_ �_�_ �_� � __� � � __ � _ __ �_�_ � � __ _ __ _ _ � —i i r r-i i� -� i i i i i � i i i i i i i 1 � I 7 f �I ~I I I 1 f I—f I I � � � _ _ —_— —._ __ _.. _._ __. , ---------- _.._ I , _ _ __� I ---- � _, �I � � � � I' � 'I 40 45 50 55 60 65 70 75 . r�epa�ed �n Tne N� FIRM UCENSE No: P-0339 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. Office af: �� su��r��T 504 Meadowlands Drive Hillsborough, NC 27278 i � i I DESIGNPNDENGINEEFINGSERVICES (919) 732-3883 �/ - J I (919) 732-6676 (FAX) � . • • /� _' _ � �. I 75 70 � 65 60 55 50 45 40 35 30 II 25 I 20 15 10 ' 5 0 5 I'� 10 15 20 � 25 30 3:5 40 45 50 55 60 65 70 75 ; . � - _ _ _ _ _ _ . � � —'_ I�i �i i � i _ I � i �. � � _ �i A__ i . _ i �i _ _ _ _ _ _ ,: i _ _ _� � , , _,� � � ,, , „ , „ ,� � � �! – _ — -- - — _' _ __ _ _ _ _. , ____ _ _ � � i i i i � � � � i � l i i I I I i i i li I I I i i i I I I i I li � � li I' I'I I'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 I I i I I If i i li � I i I I I I i I � I � I I I I . I i I I i I. I I I I . I I I I �I . . .. ... .. . � � � � � � � � � � i � � � I — — — — —�— — —.—.— .— —.— —.—.—.— —.— —.— —.-- � � I � � I I . . . I I I I I I I I � I i 0040 ������ � � , _ � �� ��� o �- __ 0.040 • _ , � � ; � � � _ � � : 630 . _-_ ___ � � �I , ; ' 630 -�- � - - - I o _ . .-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 II I I�I I I��I�I I I Ililil il I I I I , ,, I �,� 25- � � �� � � � ��� _ : ::: � .: . . . .: .::� , � �, , ,� � 625 � � ,------�---.- „ ----,------._ „�_ � �-_ , _._ _ ___._ _ --__ --_ ___. __ _� -: �:�_-,_---------- _-�____ �i �i � � �i --------- � _._—_-- _ 'i i ! � -___�-___ ----�---- � � � I i, ��_�_�__�---�_� � � �� — — -- — . -_�_ � -- — ;_ _ _ _ '. 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