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HomeMy WebLinkAbout20190328 Ver 1_17BP.6.R.75_Permit Drawings_190304_20190307� 0 � � � L a T � � � � � � n� m � � � � .3 0 � 0 c � � 0 � w N � �� �� w ��� ,., �w U� �—Z �� � °�� m o�' w T� �_�, ��� N�� � • � . �o � � � ., � V W O � � • � � V � � O V dJ �L d 1S 11, � �� d. ��� 1L 11 Jl ���� 1Ld ll b�� �������� �� �����V��� CUMBERLAI�D COUI�TY LOCATI011L• BRIDGE NO. 250141 STEWART ROAD (SR 1819) OVER SOUTH RIVER TRIB UTARY 1 TYPE OF WORK WIDE11II1VG, GRADING, PAVI11lG, DRAIIVAGE, A1VD CULVERT WETLAND AND SURFACE WATER IMPACTS PERMIT � A m A � � A _� � � BEGIN CULVERT —L— STA 12 + 53.13 ___ . SITE 1 � � ,�''�--_. ---------�--------- �. --�----- ----�-------- �A Kso,, RBqD =�_L __STEWART ROAD (SR 1 � � .-h- BEGIN PROJECT 17BP.b.R.75 -L- STA 11 + 50.00 � °� � � i i END PROJECT 17BP.6.R.75 —L— STA 14 + 75.00 —� TO BLUMAN ROAD �-- ,� ' , . �F �,, .P� '�•\ � �� � � � SITE 2 'AT6 ql'ATB VRO18C1' RBPBRBNCS NQ _�� 17BP.6.R.75 F.60.N0. F.A.RIDANQ 17BP.b.R.75 176P. b. R.75 176P.6. R.75 I � 1 1 END CULVERT —L— STA 12 + 87.88 � THIS PROJECT IS 1VOT WITHIIV A1VI' MUIVICIPAL BOUIVDARIES CLEARIIVG ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHIC SCALES I20 10 0 20 40 PLANS I20 10 0 20 40 PROFILE (HORIZONTAL) DESIGN DATA ADT 2017 = 380 V = 55 MPH TTST = 3°/a DUALS = 3% FUNC CLASS = RURAL LOCAL SUB-REGIONAL TIER GUIDELINES PROJECT LENGTH LENGTH ROADWAY PROJECT 17BP.6.R.75 LENGTH STRUCTURES PROJECT 17BP.6.R.75 TOTAL LENGTH PROJECT 17BP.6.R.75 Prepored In the Office of: HYDRAULICS ENGINEER /�T K I N S,6/6 E. MILLBROOK ROAD, SUITE #160 R.9LEIGH, NORTH CAROLINA 27609 = 0.050 MILES (9/9) 876--6888 NCBEES #F-0326 = 0.007 MILES 2018 ST9NDARD SPEC7FICATlONS = 0.062 MILES BRUCE PAYNE, P.E. �� PROJECT ENGINEElt SIGNATURE: RIGHT OF WAY DATE: JULY 30, 2018 ROADWAY DESIGN IAN BERDEAU, P.E. ENGINEER PAOJECT DES7GN ENGINEER LETTIIVG DATE: CHRISTY WRIGHT HUFF, P.E. MARCH �LO� �LO�9 NCDOT CONTACT P.E. s� ��,oN PE R�W. UTIL. RIGHT OF WAY PLANS JULY 30, 2018 PERMIT DRAWING SHEET 1 OF b � �3�� ��P �� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DIVISI0IV OF HIGHWAYS STATE OF NORTH CAROLIIVA �p M0111y ♦Se C+9 1 O� b s a : : s = 0 tA~r °R rwwM��e�! P.E. z O � � � � � � Q E Q � � � m � i "o� � � 0 � � � E 0 � w � WETLAND AND SURFACE WATER IMPACTS PERMIT O SiACiE L. GARASON 6 DOUGLAS �.CARASON WUSBAI�p) OB 9059 PC 223 PB 82 PG iT8 0 CLASS l RlP RAP - l6+/- TONS GEOTEXTILE FABRIC - 24+/- SY CNANNEL TRANSITION EXCAVATION +i- 2� cr (STRUCTURE PAY ITEMJ CLASS l RlP RAP - l3+/- TONS GEOTEXTILE FABRIC - l9+/- SY — CHANEXCAVATIONTION +/- l8 CY (STRUCTURE PAY ITEMJ BEGIN CULVERT —� _ _ _ _ _ _ � S I T E 1 —`— 5,�.12+53J� WOODS �,.���-�r�- -� k� _ ��-���_ ��, - ' ��� � -- + I -L- PC Sto. lOw0�.00 -�- � Sto. ll+ E D�ILU G i -L- Sto./2+25A0 � -L- PT Sto.10+9578 \ � O ex�s�yG� '�__ � �-Ik�------���� � F , w � . W � ���' ' 26' /7V� �v� /— T — _ W — — — — — _ _ — — — — — — _ — — W — — — / . / — . —�� — � 'F6PS ,I -- � ��, �� ` ";, � i ,�� F � ,� j 4 _ � � � � � N sR iais srFw.aRr ar� ia�esr ��' T - _ _ _ � — 4 ` 4 -� - ----- — _ — — _ _ — � � —r'r� --------- --- � \ ~� 4 O _//' - - -' - - - - - - - - - - - - -'- - - - - - - � . —�� r-�� � � � H 4l' OP 13.3` E o - - - - a,====-==== ry� A—�---rL9N( ExISnNc piW ^ BL- I � ��� '7�� 2'FOPS GREU TL-3 � Y, +g __ - - _ ���� - - - - - - -��1-� ��-�/ F�i?�,T--- -�`�'��-- - 2 3' �. , ., BE�I PROJECT � � � � l . ��� f , i -L- POC ST 11+50,A0 , . - -'�� � � � � `� i � `�� BEGII�I �ILLN�1G��' w000s � BL-2 �� O CHANNEL TRAN lTION +47,49 �': EXCAVATlO�� OFF I Ie23�� �,• LARRY (�IATTFIE�S JOFINSON � � �°� ' f/- .3 CY � � i \ � oe eS�Pc � (STRUCTURE PAY lT�` � i ����� � � � ' ' -�- CLASS l R/P RAP - 7+/- TONS � GEOTEXTILE FABRIC - l0+/- SY j � Pl Sfo 10+47,g5 Pl Sfo //+66.06 PROPOSED �= T 09' 50.3` fLTI 0= I'40' 55B'lLTJ ALUMINUM BOX CULVERT D= T28'475" D= r2r52.9� lCa 34'-9"X 8'-9" L= 9578' L= 12326' BM,� T= 4795' T= 6/.64' -e�- srn. z4.6z.s4 R= 76Cr.00' R= 4J98.44' 6�.6a RicHT SE 0 SE = OA4 E�Ev=iza.i6� 'BENCHTIE RAILROAD SPIKE SET IN 10" OAK TREE" DS = 45 PH DS = 55�PH DATUM DESCR1PT10N THE LOCALIZED COORDINATE SYSTE�I DEyELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR (�ONUMENT "GPS-iQl" �jITH NAD 83/NSRS 2011 STATE PLANE GRID COORDINATES OF NORTHING: 513966.905(ftl EASTINC: 2101300.395(ftl ELEVATION: 141.55fftl THE AyERAGE CO�BINED GRID FACTOR USED ON THIS PROJECT fGROUND TO GRIDI IS: 0.999872376 THE N•C. LA�IBERT GRID BEARING AND LOCALIZED HORIZONTAL CROUND DISTANCE FR01� 467G8309�ATTA BEARINGAOF�N 53°�4'50.865 E ALL LINEAR DII�ENSIONS ARE LOCALIZED HORIZONTAL DISTANCES yERTICAL DATU1� USED IS NAD 83/2011 EXIST. TYPICAL DITCH SECTION EXIST. TYPICAL DITCH SECTION D= 2.5 FT ± �T� D= 2.5 FT � �T� 8= 0.0 FT � 6= 0.0 FT � T= 7.OFTx T= B.OFf± D D GRASS LINED GRASS LINED STABLE CONDITION B� � STABLE CONDITION B� � AT -L- STA. 13+70 LT AT -L- STA. 13+50 RT DETAIL A SPECIAL CUT DITCH ( Nof ro Smle) Front �� Ditch Natur I � '3'� y< Slope Gro�nd 3�� p F��14 Min. D= 1.3 F}. FROM -L- STA. 13+08 RT TO STA. 14+75 RT FROM -L- STA. 13+00 LT TO STA. 14+75 LT FROM -DWI- STA. 10+80 LT TO STA. 11+09 LT Pl Sta 1U+9428 Pl Sto 10+33J8 �= 86' 26' 46.9' tRTJ �= 98' 24' 53.�' tLTJ D = 286'28'44A' D = 286'28'44A' L = 30J8' L = 34.35' T = 18.80' T = 23J8' R = 20.Q0' R = 20A0' SE = OA2 SE = OA2 DS = t l5�{lPH DS =< l5�PH POT ST DAM O�1 � P �� �P� �000r ROAr ADAMS DB 658 PG 8 - PT STA.10+44.35 - /- 42 53 305' E BE �SPECIAL CUT 'V' DITCH [- � SEE DETAIL A � PROJECT REFERENCE NO. l7BP.6R.75 ILW SHEET NO. ;OADWAY DESIGN ENGINEER SHEET NO. ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLE33 ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 2 OF 6 � L E 4� E � c � — i� � a \ � �I L �� 1 � � �� � i \ REMOVE � C � R io� � � �i 1 I I � \ I �/5^R�P — - - - � 4' �f"OPS ---�-t--__ GRE � �,���.� - . .. ���. I' � %� �� �� �I���i�► ������ —E � � TL-3 04 SR l8/9 STEWART RD l8'857 /l' coNc awocr �� ��"5� E //' — — ----- (J � 4' FpPS GREU TL^3 R=10'- �,, < � _ F � — i _ E �- w000s _� �ECIAL CUT 'V' DITCH � SEE 9F�TAIL A i � � i � C -�- srai3+9o.5s = `�---- ��----��_--- ` ------, �--- -- --- BL-3 C SPECIAL CUT 'V' DITCH SEE DETAIL A _/ _ G/iT C�n I�. i�77D / ! �4' � I � � � 040 1 I i i -L- J/O./'Lj't!/dltJ 1 STRUGTURES EXCAVATION - CHANNEL�RANSITION EXC ATION � DEN`OETLANDL IN 0 +/- 6 CY �' (STRUCTURE PAY ITEMJ CLASS l RlP RAP - 4+/- TONS A DENOTES EXCAVATION -GEOTEXTILE FABRIC - 7+/- SY � iN WETLAND —SITE 2 ����<�,Es �,��; SURFACE WATF � �n' I�T"� DENOTES TEMPO: O �OODr RAr ADA�IS DB 658 vG e 20 10 0 20 40 SCALE PAVED SHOUL�ER SEE SHEET 5 FOR PROFILE V�Ey� SEE SHEET C-1 THRU C-3 FOR CULVERT PLANS � I I I I I I I I I I I I I "' ' ' ' ' ' ' ' ' ' ' ' ' ' � 176P.b.RJ5 X-1 N � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 7�5 7�0 65 60 55 90 45 40 3�5 3�0 25 ZO 1�5 10 � b � 10 15 2�0 2�5 3�0 3�5 40 45 90 55 6�0 65 7�0 7�5 �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' P E RMIT D RAW I N G �� -------�------- �-------�- - - �- - - �- - - �-------�------- �--------�- � -------------- ------- ---------------- ------�--------�--------�-------�--------�--------�--- --- - - -- - --- --�------- - - - - - - - - - �-------�-- � � . � � , � �-----� ------�, ------, -----� ------�, ------, -----� ------�, ------� � � � � � � � � � � � � � � � SHE ET ��� b � �'�� '�� '�� '�� '�� '�� '�� '�� '�� S ITE 1 '�� '�� '�� '�� '�� '�� '�� '�� '�� '�� --��-- ---------------- -------�------- ��--------� -------�------- ��--------� -------�------- ��--------� ------- ---------------- ------- ---------------- ------- ---------------- -------:------- ��--------��--------:------- ��--------��--------:------- ��--------��--------:--�Q-- --l�`--�------- �--------�-------�------- ���--------��-------�------- ���--------��-------�------- ���--------��-------�------- �--------�------ M � � ------�------ ------ ----- � ----- �� ------ �� ----- � ----- �� ------ �� ----- � ----- �� ------ �� ----- � _[35-- , , , , , , , , �_______________ _ ___ _ _ _,_ __,_ ___ _,_ __,_ ___ _,_ __,_ ___ _,_ � � � � � � � � � � � � � � � � � � � � ------- � � � I � � � � � � � � � � ; 0 0�5 0.;025 � � ' ' � --LiQ--=-------=--------'--------�'------- �'- --------�'-- ---- �'- '- --- -- - ' - ------------------'--------'-------=--------I---------- — - - ----- ----- ------ --- � ----- ------ ----- � ----- ------ ----- � -[30-- 4•�4:� � � � � � I -----3�------ y - � � � � � - - --- --- - - -,- -� - - - � - -,- -� - - � - -,- -� - - � - � — �— �— '�Y — 'L — `1�— `L — `�'L 1� �' � � / �' � � � l3/�23 � � � � \ — — —� — —�� — �� — � — —�' — �' �' �'� �'� � --/2�--�------- �--------�-------�------- '�-------- -------�--- --- '�--------'�---- --� ------ �'�--------'�-------�------- �--------�-------�------- �--------�-------�------- �--------�-------� ----��--------�------- ----- �--------�------ �- -- �--- ---�------�--�5-- � I I I I I I I I I I I I � I I I I I I � --�--�------- �--------�-------�------- ��,--------,�-------�------ ��,--------,�------ i----- - ��,--------,�-------�------- �-------- �-�- - -� --------- ------- ---------------- -------�-------��--------��--------�-------��--------��--------�-------��--------��--------�--�-- `� ��• �� � � � � � � � � � � x I I I I I , EXISTIwG RIGHT OF WAY ' ' ' ' ' ' ' ' ' ' � I I I I I I I I PIROPOS�D RIGF,9T OF WAY I I a � � � � � �EGIN �ILL IN ; WETLAMD � � � � � � � � � �, � � � � � � � � � � � � � � ^ ----- ----- ------ ----- - — -- - — --- -- — --- -- — ----- - ------ ----- ----- ------ ----- ----- ------ — — - - -- — - — -- ----- - ----- ------ — --- - ----- — -- — ----- - --- — - - — - --�- — - - - - - -- - - - - - --- -------------------------------- --- --- --- --- --- --- --- --- - - - — -- --- - - --- --- - - --- --- - - � �� �� �� �� �� �� � E N D �� F I LL I N W ET L%N D � ' � � � � � � � � � � a � � � � � � BEGI��N HAND CLEARING I�N WETLAND � ; EXI',STING �IRIGHT QF WAl^, ; ; ; ; m � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ------- ---------------- ------- --------�-------- ------ --------�--- -- ------- --------�-------- ------- ---------------- ------- --------------- ------ ---------------- -------�------�-------�------�-------�-------�-------�-------�-------�------�------ � � � � � -- � � � � � � � � � � � � � � � �' �' �' �' P RO PO S;E D RI G�IHT O F �'WAY '' '' '' '' '' '' '' '' '' '' o � � � � � � � � � � � � � � � �' �' �' ' E N D, HAN D', C L EAR',I N G I N; W ETLAN D '' '' '' '' '' '' '' '' '' '' � � � � � � � � � � � � � � � � ----�----=-----�- - -------�------�---{PRQPOSEE}�G�PIS�Ri�E-T-IQfd--EA��MEN�};------- ;--------; -------�-------=--------�-------;---------------- ----�---- �-----�-----�---- �-----�-----�---- �----�----�----- ---- , -----� � � � � � � � � � � � � E � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � o � � � � � � � � � � � � � � � � � � � > � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � w N--------------------------------�-------,--------�------ — -------,--------�-------�-------,--------�----------------------------------------------------------------------------------�---- — -,--------�-------�-------,--- — ---�-------�-------,--------�-------�------- � � � � � � � � � � � � � � � � � � � � �� I I I I I I I I I I I I I I I I I I I �� �� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �w � � � � � � � � � � � � � � � � � � � �a ------- --------------- ------- ------�------ ----- ------�------ ----- ------�------ ------- ---------------- ------- ---------------- ------- ---------------- -----�--------�--------�--------�--------�--------�--------�-------�-------�--------�------ �Z � � � � � � � � � � � � � � � � � � � �� w � � � � � � � � � � � � � � � � � � � -�� I I I I I I I I I —�— I I I I I I I I I I _� � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� T5 TO G5 G�0 5�5 5��0 4��5 4��0 3��5 3��0 2��5 2��0 15 lb � d � l�b 15 2�0 2�5 3��0 3��5 4��0 4��5 5��0 5��5 6��0 G�5 7��0 7��5 WETLAND PERMIT IMPACT SUMMARY WETLAND MPA T URFA E WATER MPA T 8n 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) Fill, Excavation, and Hand 1 11+g5 / 12+g6 Clearing in Wetland, Perm. and < 0.01 < 0.01 0.03 0.02 0.01 45 40 Temp. Stream Impacts Perm. And Temp. Stream Impacts, 2 12+45 � 12+$$ Hand Clearing in Wetland < 0.01 0.02 0.02 35 22 TOTALS: < 0.01 0.00 < 0.01 0.00 0.03 0.04 0.03 80 62 0 PermaneM Fill in Wetlands: SRe 1 205.73 SF Excavation in Wetlands: 9.95 SF Hand Cleanng in VJetlands: SRe2 6.91955F Cu1veR Length is 451ineaz feet ae��sea v3iros