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HomeMy WebLinkAbout20141271 Ver 2_Design Plans_201609266i e See Sheet 1 A For Index of Sheets ��� 1 � �� �y���� �������� �������1� �I� �����v�i�� CABARR US CO U1�1 T Y LOCATI011L• SR 1445 (DERITA ROAD) FROM 11iORTH OF SR 2894, CONCORD MILLS BOULEVARD, TO SR 1394 POPLAR TENT ROAD. TYPE OF WORK GRADI11tG, PAVIIIIG, DRAINAGE, STRUCTURE, SIG11tALS £�' SIGIVING WETLAND AND SURFACE WATER IMPACTS PERMIT U�f910A U-4910B PART I PART II � END TTP PRO ECT U�9/OB / -� POT STA 239+28.50 � , i � BEGIN TIP PROJECT U-4910A �� � SITE S - � , BEGM CONSTRUCTION _ . COrvCORD - 7 � - POT STA 113+53.14 SITE 2 . cm u.�rrs lo � END T PRO •C -49/OA � � �� (1 � �GIN T7P PROJECT U-4910B �- � �� SITE 6 7 � � - P STA.157+44.41 � LCONcoxn � cm unirrs � 8 � � �3 - 10'x 8'ACHC CONCORD —' � ia , ! cm u.Hrrs oG�� 4 jo� SITE 5 � � , Sx ius '� _ � e � `' _rr � SITE d , • _. an. _ •' �,a - I DF.W7A rR .O ,�J � � S ~ G,�"'P'�b � \ „A` ; c : � . � ; . ✓ � � � � �� U L` � J � � � SITE 1_ _ ,�q N� �_�oN�o� V �w � S ITE 3 �,,,, �,,,,,,s I BEGM BRIDGE 1 � POC STA /46+SZ5 � Ervn axc O � -L- roc - - � SITE 7 � i ,�, - EXfS7fNG SlGNALfZED 7NTERSECTlON - _ �� � � - PAOPOSED SIGNALlZED INTERSECTTON — ` C , � � ��ll L4 v � � O V `d e � � <r �. ;� a$ �` i� `�1 z ozsa � :� � � Te ernre vaaecr R6P8R6NC8 xas rorw� 5 NO.T St@ETS �e U-4910A / U-4910B � BTATBPROI.NQ Pw.PItOl.N0. U68C0.1I1'ION 40373.1.1 STP-1445(4) U-4910A (PE) 40373.1.F3 HPP-1445(7 U-4910B (PE) 40373.2.D1 HPP-1445(7) U-4910A (R/W & UTII) 40373.2.F2 HPP-1445(7) U-4910B (R/W & UTIL) 40373.3.F2 HPP-1445(7) U-4910B CONST PERMIT DRAWING ' SHEET 1 OF 20 �,��p0� ��S�S � V'O CONCORD = DOCUMENT NOT GONSIDERED FINAL = UNLE88 ALL S16NATUREB COMPLETED < � � � V • � O � � V � � 0 V See Sheet 9-A For Index of Sheets � � , � � 1 � �' CONCORD—'� � cm uaurs � / �o � �o I � / p�u7� �ofii —' '. � �� � � ^a� a V U � J SITE 1 � � �, SITE 3 / / � � - EXfSTlNG SIGNALlZfiD lh7EXSEC770N � - PROP056D SIGNAIIZfiD IN7EXSGCT/ON I 1 � ;�r��� ��r ��� ,� ��� �����r�� ������� � .I��� V ����d V �ll �LL�� V V � ll� CABARR vs cov�� LOCATION: SR 1445 (DERITA ROAD) FROM NORTH OF SR 2894, CONCORD MILLS BOULEI�ARD, TO AVIATI0111 BOULEVARD. TYPE OF WORK GRADIIIIG, PAVING, DRAINAGE, STRUCTURES, SIGNALS, £� SIGNING WETLAND AND SURFACE WATER IMPACTS PERMIT � �� BEGIN TIP PROjECT U�910A '' - � BEGIN CONSTRUCTION -� -COxC - POT STA 1i3+S3.14 �,.....�.--_� �" SITE 2 SITE 6 ' CONCORD CIlY IlMl75-� ` 3 - 10's b'RCBC V o�' SITE 5 �y � � 5 END TIP P U�I9/OA u � $ITE 4 � -U Poc s �s�+aa.a1 ' � < R �Nri.'' � � s � � � �. � ��� � / ' �� , � ^/ .. . if �-.. /.l`�f 1 �+, O � y � I .1 � 0 � �Q ` � �` �i�� < F�' 4 � >�+ .� fl� � �oN�o,� � • � �.n �,.�„� EGIN BRlDGE �, � � POC STA 146+57.50 � SITE 7 � 4 POCISTA l4 �(/ ' �J ' �R Q R� � �70 � l8 RBABP6NLF N T� SFLL �� �U-4910A � erwn PROI.NO. I.AP0.W. Y6eCR1I1'pN 40373.1.1 ' STP-1445(4) PE 40373.2.D1 HPP-1445(7) U-4910A (R/W 8 UTI %� o� ��S�S � PERMIT DRAWING SHEET 2 OF 20 � �^� __ 70 CONCORD � ' � � r' V � � Y ; � ti.� o � � � J Ir/ l� V' ,. �— ^� ticoNcoxn crrr rrnurs 1 , I� � � � 1 � ��� �.. ._--.- � _� ��� ' i -�o.= I � _ l j � V \ 85 � � / ' � ' DOCUMENT NOT CONSIDERED FINAL `'�� � —� UNLE58 ALL SIONATURES COMPLETED --� ��1 — , . , . z 0 � � DETAIL #1 BERM DITCH ( Not to Scale) � �= �f , �- s.o• o� s.o� 3.0' 7 � p J py�. to.o'v.C. d Geotaxfile � Min. D=1.0 Ft. Type of Liner= CL 'B' Rip Rap Max. d=1.0 Ft. FROM STA.128+37 TO STA.130+00 -L- LT DETAIL #2 LATERAL BASE DITCH ( Not fo Scale� Natuml � �,- I Ground �.� p .L�:� 7•�{j, Fill Slope � e � Min. D=1.5 R. 4e�d 8=3.0 Ft. I 6 = 5.0 Ft. FROM STA.123+25 TO STA.123+85 -L- RT DETAII #3 LATERAL BASE DITCH ( Not to Scale) �.- � Natural Fill Ground 1�) � �,�.� 7 iFt. Slope dfi GEOTEXTILE �� _8 Min. D=2.0 FT. Max. d = 2.0 R. •When B is < 6.0' 8=4.0 Ft. Type of Liner- Class 'I' Rip-Rap b=5.0 Ft. � FROM STA.123+50 TO STA.124+00 -L- LT FROM STA.144+50 TO STA.147+60 -L- RT DETAIL #4 BERM BASE DITCH ( Nm ro scalel I I Natural � ,L.1 RDWY Ground ?�j p d Min. D=1.$ H. B GEOTE7CTILE � Max. d =1.5 Ft. 8=2.0 Ft. b=3.0 Ft. Type of Liner= Class 'B' RiFrRap FROM STA.130+50 TO STA. 133+80 -L- LT ,� ♦ ♦ . ♦ � � , � � DETAIL #5 SPECIAL BACK OF CURB CUT CONCRETE BASE DITCH NATUIIAI (NOT TO SCALE) GROUND ?'I 1 A'• d � CONCRETE _-_� 4� Min. D=2.0 Ft. d=1.5 FF. 6=2.0 Ft. FROM STA.134+50 TO STA.135+50 -L- LT DETAIL #6 TOE PROTECTION ( Not to Scale) F���g( < NaTural 1.��`��S\° Ground � b � �d d = 2.0 Ft. 6=4.0 Ft. �� Geotextile Type of Liner= Class 'B' Rip-Rap FROM STA.141+50 TO STA.145+50 -L- LT DETAIL #7 RIP RAP AT EMBANKMENT ( Nof to Scale� 10'min.�-= " Ditch �,0'min. Grade �� '� 1'S GEOTEXTILE � Type of Liner= 15 TONS,CL 'I' R Geotextile = FROM STA. 147+60 TO STA.147+67 -L- RT DETAIL #8 TOE PROTECTION ( Ncr rv sca�a) �0< oi F�o oQ° ,L.\ \�c�\ Natuml � � Ground d �- rs2nn d=1.0 Ft. Type of Liner= PSRM FROM STA.151+50 TO STA.156+00 -L- RT FROM STA.10+00 TO STA.12+40 -Y4- RT DETAIL #9 �NOT TO SCALE) SKEWED MULTI-BARREL CULVERT LOW FLOW CHANNEL,SILLS AND FLOOD PLAIN 'NOTES: 1) NATIVE MATERIAL CON515T5 OF MATERIAL THAT IS EXCAVATED FROM THE THE STREAM OR FLOODPLAIN AT THE PROJECT SITE DURING CONSTRUCTION. RIP-RAP MAY BE USED TO SUPPLEMENT TFiE NATIVE MATERIAL IN THE HIGH FLOW CULVERT BARREL 5). IF RIP-RAP IS USED TO LINE THE HIGH LOW CULVERT BARREL�S), NATIVE MATERIAL SHOULD BE PLACED ON TOP TO FILL VOIDS AND PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL IS SUBJEGT TO APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS. 2) SILLS ARE TO BE 1.0 FT. WIDE, CAST SEPARATELY AND ATfACHED BY DOWELS. 3) DO NOT SEf ELEVATION OF HIGH SILL ABOVE BANK FULL. � 10.0' -� SiLLS AT INLET AND OUTLET FLOOD PL41N HIGH SILL BENCFi ,�0 �tg/ �BACK FILL WITH NATIVE MATERIAL TO SILL HEIGHT �___ -_� a�= e 00 e.o� FLOOD PLAIN \ BENCH TB �\ �___- �' � /., ': � �, / l� � • � � � ��� x� ���': � • [-/ ♦: i, �� / �_♦ � . �. �. . �� . t..� i 1;=',�L�I,.' =I�::�� ... ... GEO- TEXTI LE PLAN VIEW vn3 INLET & OUTLET CHANNEL DETAIL NOT TO SCALE COIR FIBER MATfING - I�L 'I' RIP RAP � l � 1.0' 10' �` 10' 10' CL 'I' RIP RAP P.) ON STREAM ANKS (OUTLET END ONL`n NG - - GEOTEXTILE PROIECT REFERENCE NO. U-49IOA IWI SHEEf NO. ROADWAY DESIGN ENGINEER SMEEf NO. ENGINEER PERMIT DRAWING SHEET 3 OF 20 0 � � 0 �g O p g� >� v ove �d Y Q N 7 N O �n <wo ZaS =Jg N�l m d O aZ� O Owi �� �Z °am0 N Y�� ��Z U�w �Z � 3 o�o m O � p�� o��� : ,�� y �NPI OC f � / � ls` �� „ , /� \\ `� \\\\\� \�\ �I� \ I�\ \�� � � � = � \` �' � PROIECT REFERENCE NO. 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I����,����-� �J'�`��%i�✓/ � i � , �) 1 �\ �__ � / I1 _-�_ _/ ^ / , / !�� � ` ~ � I ✓ �.,,�>��- � 1" � � � �s'`--J �� � I / � /'� �� ���--�^—�.,�� �� J -—��- =--�� -%—� i J / � � ) \ \ '� ,.� ��i ' — �— � � 1� -- � �- � � ��« ,/ � � � ���•--� � / � �— � � � � /� .� � �� � � � i � � � _ �'� / /� � ' � � , � � �w � '\ V �_ __ ---� — -, ��� — , ` � � - � � \ FO�-L- PROF/LE S E 1.�H l3 /- _ � i ) � --_., � � w i ; � ; � � � FOR -Y7W_eR9Fl E 5 E l5 � � ���. / � � _ � _ _ � , � / /� QI 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) U-4910A 1 121+70-122+g5 -L- RT ROAD FILL (W3) 0.02 0.08 2 123+40-123+76 -L- LT ROAD FILL / DITCH (W2) 0.02 - < 0.01 3 124+11 -L- CULVERT 3@ 10'X8' RCBC (S2) 0.04 95 STREAMBANK STABILIZATION (S2) 0.04 100 4 144+50-145+05 -L- LT ROAD FILL (W4) 0.05 5 145+82-146+60 -L- LT ROAD FILL (W5) 0.08 < 0.01 6 148+15-148+40 -L- LT TOTAL TAKE (W6) < 0.01 7 147+55-147+65 -L- RT TEMP WORK PAD (ROCKY RIVER) 0.01 34 147+65-147+70 -L- RT RIP RAP AT EBKMNT (ROCKY RIVER) < 0.01 20 U-4910B � 8 186+58-188+72 -L- LT ROAD FILL 48" RCP (S3) 0.03 275 STREAMBANK STABILIZATION (S3) < 0.01 20 SUBTOTALS�: 0.17 < 0.01 0.08 0.10 0.01 510 34 *Rounded totals are sum of actual impacts NOTES: Revised 3/12/13