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HomeMy WebLinkAbout20180326 Ver 1_17BP 5 R 69 FINAL Permit drawings_20180307� � � � � � V � � O V ����� �� ����� �������� �������� �� �������� FRAI�I�LI1�l CO U1�1 T Y erere are�re eawa(m nr�� rm � e���ma e�ie �LA IW�eqDnll�e�D� � yersx� vnwsGr rm F.d.PAO7.N0. n�mrmei 17BP.5.R.69 PERMIT DRAWING SHEET 1 OF 10 GLI LOCATI0111: BRIDGE NO. 20 OVER CEDAR CREEK 01V SR 1114 (PEACH ORCHARD ROAD) TYPE OF WORK GRADI11lG, PAVIIIIG, DRAi11lAGE A111D STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT THIS PROIECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROIECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 �_ PROFILE (VERTICAL) DESIGN DATA ADT (2012) = 1610 ADT (2025) = 2200 V = 55 MPH CLA$$ _ MINOR COLLECTOR SUB REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.099 MILES LENGTH STRUCTURE TIP PROJECT = 0.034 MILES TOTAL LENGTH TIP PROJECT = 0.133 MILES JI 1 L I Prepored fn tl� Offlce of ,�latt MacDonald fo� DIVISI0111 5 NORTH CAROLlNA DEPARTMENT OF TRANSPORTATION 2018 STANDARD SPECIFICATIONS RIGHT OF WAY DATE: TIMR�JORDANAPE JULY 28, 2017 TRENT CORMIER, PE I.ETTING DATE: rnnxauucs sn�cm�sx AUGUST 8, 2018 NCDOT CONTACT.• LISA GILCHRIST, EI ROADWAY DESIGN ENGINEER P.L. JGNATURE: HYDRAULICS ENGINEER P.E. PLA11iS PREPARED BY: M ro so. �oo Fuquay-Vorina, NC 27526 (919� 552-2253 MOTT (919j 552-2254 (Fax) MACDONALD www.�„ottmaaco�*✓omedms LICENSE NO. F-0669 �♦1 H�R Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suite 900 Raleigh. N.Q 27601 � N.C.B.E.L.S. License Number: F-0116 DETAIL A DETAIL B DETAIL C SPECIAL CUT DITCH SPECIAL CUT DITCH BANK STABIUZATiON I Na m s<mel � Not io scale� I� � m s�oiel r,o�� No�u�ol ���°� Oi�cF ( Fron� 10'min+ Groun 1:I p F\o��a� Slepe NONraI � 3� � S�IoPe Dn[h 1.0'min. 2, d Ground 7�� F�O�e� Grode D Geoiex�ilc µin. D= 1 F�. GEOTEXTILE Max. d= 1 F. Min. D- 1 FI. Type a4 Liner= CL B Rip—Rop Type al liner= CL'll' Rip-Rop —L— STn. 75+84 70 16+25 RT —L— STA. 16+25 TO V+50 RT —L— STA.13+57 TO STA. 73+g0 —L— STA. 14+88 TO $TA. 15+10 1 �Q1 P �$ �PO • O LUMPKIN & LUMPKIN. LLC SEE ENLARGED COMPLEfELY REMOVE EXISTING (3� INTERIOR BENTS, � AREA ON WORK AREA TO INSTALL PROPOSED �415TEEL CRUTCH BENTS AND EXISTING CONCRETE SHEET 4a INTERIOR BENT IN THE DRY. O SPILLTHROUGH ABUTMENTS. USE IMPERVIOUS DIKE A CAUSEWAY IS RE�UIRED FOR NCDOT BMP IN STREAM TO DEWATER AND ISOLATE m THE BENT INSTALLATION CONSTftUCT 3 WORK AREA. o fHE CAUSEWAY FROM THE EAST. TEMPORARY CAUSEWAY � INSTALI TEMP. CAUSEWAY TO REMO�E EARLY HILL JOURNIGAN. �R, BANK STA8ILIZATION (2) CONCRETE SLOPE PROTECTION, (3) �GI PROJECT /7BP5.R.69 F�++ CONCRETE INTERIOR BENT IN ENTIRETV. SEE DETAII C C�` BANK STABILIZ.4TION —��Q, ��'I�OAO EST. 130 TONS RIP RAP E5. 160 5Y GEOTEXTIL[ SEE DETAIL G EST.72> TONS RIP RAP E5.170 SY GEOTF%TILF w00D5 p1 N N I m N WOODS r� \ �1 1 � � � ��i �/ I � � � � � V�000 � � Im � ���/ ��� � � j� � � ; / � I' M ��ei �E X ._ � f PIIE . . _. I � r —� _ ����—�= . —$ ���r�,'2'� �hbAD) ��� �—_ — \BM 6 _--'— �� .� i .�—^��` � ���� � �yo��i i � / / �� � E%ISTING D / � . O ORA HART CASH �e �: Q' I. �.�1 � �' � � � ��vr eEC-IN S GJ i-Ol F7 WOODS 15 CtASS B RI RnP EST.2 TO — EST.7 SY EO7EXTILE CLASS II RIP RAP UP 1'O ELEV 253.0' �TYP.) - (STRUCTURE PAY ITEM) EXCAVATION LIMITS OPEN \ � � WATER � \ N I� � � e\ ��� � � � I / I WOODS SPECIAL CUT DITCH SEE DETAIL A EST.10 TONS RIP RAP EST.35 SY GEOTE%TILE —L— PC SYa. l! � O SARA M. GREEN� HEIRS ���iV V �� VY ���� � �=\ �y000s �PUv�/ ECISfING �ITCH s� � �aNE 2k x �AW _ � _ Woo�s � — -- � \ ��E F� SPECI CUT DITCH ExiSiING DiTCn SEE D AIL 0 �'OODS END PROJECT /7BP5, _/ _ CT G4.. /D1GAM �\ �\ "� (r�, LEGEND � DENOTES MECHANIZED CLEARING �DENOTES PERMANENT IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �0� � 50 100 SCALEe I"= 100' HORIZe 1 1 � I � I � ` ` � � � '\ \ � � � � � � � � � � � � � \ \ I � � i PROIECT REFERENCE SHEET NO. � � � � � A l I I I I I 1 I � 1 I I DETAIL A DETAIL B � DETAIL C � � \ � I � I , � , � � � � �\ � � � � � \ � � � � � � � \ � � � � � \ � ' 1 � I � � I � @ � 17BP.S.R.69 - FRANKLIN 20 4 SPECIAL CUT DITCH SPECIAL CUT DITCH / BANK STABIUZATiON � � \ � \ � \ � , � � � � \ � � � � � � � \ � � � � � s � \ INo��os<mel INo�ioscalel I�o�ms�oiel \ \ � � � \ � \ \ \ \� \ � \� \�\ \� \� � \\ �\�� \ \ � \ � \\\\\\\\\\\\\\1\\\ � \ �\ \\ \\ \\ � \ ROA�NGINDRSIGN HENGINEERS � a o�'�n r.o�� ,o�m��. � \ � \ � � � � � � � � \ � \ � � � � \ � \ � � � � � � � � � � � � � � � � � � � � � � � � \2 � � � � \\ No�u.ol 3' Slepe � Dilch \ \ � � \ \ \ � \ 2 � \ \ \ � \ � \ \ \ \ � \ \ \ \ � �, \ \ � \ Groun 7:I F�o��O� � o Dn[h 1.0'min. � � � � \ \ � Gp \ \ \ � � \ � \ S p Notural � 3. 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X / \ � �_ � yL-i/ / / . . . ,. � � � I I . ��� \ � �__ -< � 1- � ��� `� I I � I � ,� � � � � i � ������ �llIl��� ��� ���� � LEGEND � DENOTES MECHANIZED CLEARING �DENOTES PERMANENT IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 40 0 20 40 SCALEe I"= 40' HORIZe � z a W W Z � Z �C W N � �� _ V Z U' Z z w Z m� oW �� �� 2 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 13+04 to 15+38 1@90', 1@85' 33" BOX BEAM < 0.01 0.05 < 0.01 < 0.01 57 10 1 -L- 13+71 to 13+93 CAUSEWAY < 0.01 36 1 -L- 14+48 to 14+95 **CAUSEWAY < 0.01 0.04 TOTALS*: < 0.01 0.05 0.0 0.05 57 46 "Rounded totals are sum of actual impacts NOTES: '`*Causeway -L- Sta. 14+48 to 14+95 does not result in stream impacts. The causeway fill is in open water which is represented in acres in the table. September 2014 WETLAND AND SURFACE WATER IMPACTS PERMIT CLASS "I" RIP ,� I��� �"A � Il I� �� Il�` '� �=_�;;� ��� � j �' �;��;' a.,� ��., —L— STA. 13 + 71 TO STA. 13 + 93 ", 22, CLASS "II" RIP RAP �STREAMBED VOLUME OF CLASS "II" RIP RAP BELOW OHW:175 CY !42.8 �41.8 2' WETLAND AND SURFACE WATER IMPACTS PERMIT I � I�� � _-� � : H� _�[ I�_r � _Il`� � _s��� �� � � I� �'�� .��� � � —L— STA. 14 + 48 TO STA. 14 + 95 VARI ES 45 TO 49 FT. CLASS "I" RIP TOP EL = 242.8 / OHW = 241.8 1' � 2, ;—� , � ���� � ��� � O OC� ��� � ` �� �O O� �O� � O � ��OO���� �.J� � � ������ (TYP) � �� ���� f-- � �-� �� � � ------L� ---C= - -� =---- �STREAMBED CLASS "II" RIP RAP VOLUME OF CLASS "II" RIP RAP BELOW OHW: 180 CY z ow�� �o= �_, � � � � � V � � O V � ' I ' . �� ' I ' I : (�) I � \ (�) I'� ' I ' I—I � � . �� 1'� (�) I . I \ �� II� I� I� I C�) \(�) I I—I I� j I—I `� .'� 1� FRA1�ll�LI1� C4U1�TY � Ql'A1A CCAT& PAWBLT 9YB9Ri(� N6 � �p19 �,�, ����,�n��� n rrexm nRaebr �:o. e.e.mw.em nm�nm�r 17BP.5.R.69 PERMIT DRAWING SHEET 1 OF 7 LOCATI011t: BRIDGE NO. 20 OVER CEDAR CREEK 0111 SR lll4 (PEACH ORCHARD ROAD) TYPE OF WORK GRADI11tG, PAVING, DRAI11tAGE A11rD STRUCTURE BUFFER IMPACTS PERMIT �THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES 50 25 0 50 100 `11` 11 �f� PLANS so zs o so ioo PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT (2012) — 1610 ADT (2025) = 2200 V = 55 MPH CLA$$ _ MINOR COLLECTOR SUB REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT — 0.099 MILES LENGTH STRUCTURE TIP PROJECT = 0.034 MILES TOTAL LENGTH TIP PROJECT = 0.133 MILES JI 1 C 1 Prepar� In the Offlce of Mott �lacDona/e for DIVISIOIV S NORTH CAROL7NA DEPARTMENT OF TR9NSPORTATION 20l8 STANDARD SPEC7FIC,-ITIONS RIGHT OF WAY DATE: TIM JORDAN, PE J U LY 2 8�? O� 7 PROJECT ENGINEER TRENT CORMIER, PE LETTING DATE: a,nx.�uucs e.vcwaEa AUGUST 8, 2018 R NCDOT CONTACT: LISA GILCHRIST, EI ROADWAY DE37G1V ENGINEER HI'DRAULICS ENGINEER GLI PLANS PREPARED BY.• M PO Boz 700 Fuquay-Vorina, NC 27526 �919J552-2253 N�OTT �919) 552-2254 (Faz) MACDONALD www.mo+emaccoiNameriws LICENSE NO. F-0669 �J� NDRgeEttglilSSlLS9enIse�NumbeNF-0116 DETAIL A DETAIL B DETAIL C SPECIAL CUT DITCH SPECIAL CUT DITCH BANK STABIUZATiON I Na m s<mel � Not io scale� I� � m s<oiel r,o�� No�u.ol 3'��( O��c� ( Fron� 10'min+ Groun 1:I p F\o�la� Slepe NONraI � 3� � S�IaPe Dn[h 1.0'min. 2, d Ground 7�� F�O�`e� Grade D Geoiex�ilc µin. D= 1 F�. GEOTEXTILE Max. d= 1 F. Min. D- 1 FI. Type of Liner= CL B Rip-Rop Type al liner= CL'll' Rip-Rop -L- STn. 75+84 70 16+25 RT -L- STA. 16+25 TO V+50 RT -L- STA.13+57 TO STA. 73+g0 -L- STA. 14+88 TO $TA. 15+10 1 �Q1 P �$ �PO O LUMPKIN & LUMPKIN. LLC DB 1257 PG 974 SEE ENLARGED COMPLEfELY REMOVE EXISTING (3� INTERIOR BENTS, � AREA ON �415TEEL CRUTCH BENTS AND EXISTING CONCRETE SHEET 4a SPILLTHROUGH ABUTMENTS. USE IMPERVIOUS DIKE Z NCDOT BMP IN STREAM TO DEWATER AND ISOLATE m �� WORK AREA. � 'G/ PROJECT /7BP5R.69 BANK STA8ILIZATION � � — PT SYO. II'�JOAO EST. 1D30ATON5 RIP RAP E5.160 SY GEO7EXTILE • WORK AREA TO INSTALL PROPOSED INTERIOR BENT IN THE DRY. O A CAUSEWAY IS RE�UIRED FOR THE BENT INSTALLATION. CONSTftUCT 3 fHE CAUSEWAY FROM THE EAST. EARLY HILL JOURNIGAN. JR. DB816PG49 .,...., .._......_._..... PRF 2 SL 28 ESISTING DITCH OUTLETS HERE " �. w00D5 � N y N +1$ -L- pND 6ECOMES pIFFl15E FLOW � " N � N N 55' LT / BEFORE ENTEkING TNE SiREAM via t . .. . - S � �' � � LT - P I NLE0.051 j �' .. 0'%FwE W OD N I1 ��\� � � � � ic \65 VIo DS ' � �T & RT ��- 50 -L- � � / / � 30 -L- 55 _ _ �, ' '. .. '. _. .. _. .. . 40'LT � � / �� � � � / �. 55'LT , � i L � +55 LT � 55' LT / / �� � 65' LT -� � / r M } 0/+02.71 -L- ' � I�' 65' �'OODS +70 -L- ,r� - +so -L- 4 � ..* � � / � � aH ao' Lr x P aa �t -&�`W 30.18' L7 (/YPJ PUE u[y�r�ue [ ru[ p�E— q00 -2 65' L7 _ �� [� 40' LT 3 � R \ / .. '� . UE PUE U EXISTING DITCH $ � //H ! � � S ' �,r� � hbADJ �� � � GRE TL 3 BL �� !� �..�— — � 3 aryE +50 -L- � �— �— ��� _� � BM 6 _-,_ — ��—"__ =— � \ � �.. �� i--r=� / ���� � i �5o��i � � +50 -L- � / 29.82' R �� � E%ISiING DIICH 40' / E%ISTING DITCH 011iIETS HERE AND BECOMES �IFFUSE fLOw BEFORE ENTERING THE STREAM VIO=1.9 fps �NON-EROSIVE) O ORA HART CASH DB 1856 PG 1959 PB 2012 PG 88 - _ / ; l�i' ,_ GR U TL-3 � _\ Zk Spl� � Z�.�43LT T s 8 a --- i –– H i I –L– — � �,. 3 N_ TF �r,i TN � .r.�t � f �:. I i� _—� � `8 � X ' SSBW F GREU TL � �\� r,k; IW GREU TL� EMOV�R��'' � 8 o WOODS F _ � � � I� I � , '✓� j +so -- ���"&, e� ,�� N s E eEOGI FT SB OPEN �\ 40' RT (lY J � `S � WATER 15" � \ \ � � e� +50 -L- F '\ O�'O� WOODS � � �R�j'ING DITCH � B�.j � } SPE IAL GUi DITCH � m � ni �(�� � SEE ETAIL � +00 -L- � CtASS B RIP AP c� . EST. 2 TONS m�-+ 50' RT ' EST.7 SY GE TE%TILE 2 \ � I I WOODS WOODS P \ T � CLASS II RIP RAP UP SPECIAL CUT DITCH 40' RT EXISTING DIrCH wiu oUnEi HERE CT & e 31 57' RT Q10=0.9 ciz $EE DETAIL A AND BECOME DIFFUSE FLOW 1'O ELEV.253.0' �TYP.) v10=0.4 Ips EST. 10 TONS RIP RAP BEFOR[ ENTERING THf STRErUn �STRUCTURE PAY ITEM) INON-EROSIVEI EXCAVATION � VIO- 1.5 ipz �NON-EROSIVE� 40 RT LIMITS m EST.35 SY GEOTE%TILE 0 0 _�_ �, �a �6��� E D PROJECT /7BP5R.69 "' -L- PT SYO. lB-FSO.00 � O SARpg 949RPGN�59EIRS PRF 3 SL 91-146 ���iV V �� VY ���� � -L- P/ 57a 1Qt75A5 P/ S�a /7t27,9� �= 5/2' 3/.3' ILTI �= 22' 02' 06T (RT) D= 3' 28' 20.9' D= 8' 5�k 385' L = 150.00' L = 24T29' T = 75.�5' T = /25J9' R = 1,65Q.00' R = 643A0' LEGEND — BZ �— RIPARIAN BUFfER ZONE 1 (30') —gZ 2— RIPARIAN BUFFER ZONE 2 �20'� ALLOWABLE IMPACTS ZONE 1 �BRIDGE) � ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (BRIDGE CROSSING) � ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSING) 100 0 50 100 SCALEe I"= 100' HORIZe 1 1 ` I � I � ` ` �' � � '\ � � � � � � �. I I � N � PROIECT REFERENCE SHEET NO. l I A � � � �� � vvAVA AA A��V l I I I I I 1 � I � 1 I I ,o I DETAIL A DETAIL B � DEKATA CATioN \ � \ � � l I� \ \ 1 � � \ �\ � �� � �\ � �� \�\ \\\ \ \ \ \ � s\ \ \ \ � I 1 1 � I I I I l � \ 17BP.S.R.69 -FRANKLIN 20 4 SPECIAL CUT DITCH SPECIAL CUT DITCH / � \ \ � \ � \ \ � \ � � � � � \ \ \ \ \ \ � � � \ \ � � � � \ \ \ ROA�WAY DESIGN HYDRAULICS I No��o s<oiel Fron I Not io swlel I �o��o smlel \ \ \ \ \\ \ � \ \ \ � \ � � � � � \ � � � � ♦ \ �� � � \ \ \ \ \ \ � \ \ \ \ \ \ \ \ \ \ \ \ \ \ ENGINEER ENGINEER to'min. \ � \ � \ � � \ \ � �\ � \ \ \ \ \ \ \ � \ \ No�u.ol 3'��� �lepe I � Di�h \ � \ � \ \ � \ \ \� �� � \\\ 2p \\\\ \ \� \ � � � \ \ \\\� \ \ \ \ � \ \ � 2� � �\ �\ �\ \ Groun �:I P'��0� Notural ___I� �� SIoPe Dn[h 1.0'm�n. p, � � � � � � � \ '� � � � s"� � \ \ \ � \ � \ \ � \ \ \\ � \ � \ � S� � \ \ � � d D Ground 7. 3�\o�e� Grode \ � \ \ \ \ � \ Q � \ \ \ � \ \ � \ \ � \ \ \ \ \ \ � \ \ \ \ \ \ \ \ � � � � � \ � � � \ � \ � � \ � \ � \ \ � \ � \ � \ � � � � � � \ c� � � � � � \ \ \ \ � � \ \ \ \ Min. 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