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HomeMy WebLinkAbout20171103 Ver 1_Impact Information_20170905------------------------------------------------------------------------------------------------------------------------------------ see sneer 1-E For conveMlono� symaas STA. 6 + 00.00 —LREV— BEGI11t C01VST. SR 1309 BLOOMERY RD. � JL � JL � �� 1V �� JL � ������lr � �� V ����� �� ������ ll � WILS01�1 CO U1�TY /III �'�'..r � ALL DIMENSIONS IN THESE PLANS ARE IN METERS AND /OR MILLIMETERS UNLESS OTHERWISE NOTED STATI0IV 45 + 94.132 —LREV— LOCATI0111: SR 1309 (BLOOMERY ROAD) FROM 0.3 KM E1VD STATE PROJECT 9.8044593 - C01VST. 1VORTH OF US 264 TO US 264 A1�lD SR 1157 (MERCK ROAD) FROM US 264 TO THE I11tTERSECTI0111 / OF SR 1158 (WILS011t CHRISTIAIV SCHOOL ROAD) TYPE OF WORK: GRADI11lG, DRAI11lAGE, PAVI11lG, GUARDRAIL, THERMOPLASTIC PAVEME11lT MARKI11lGS, CULVERT, TRAFFIC SIG11tALS, A111D STA. Il +56.252 -YI- �qISED REFLECTIVE PAVEME11tT MARKERS BEGI11t C01VST. STA. ll + 61.600 -LREV- �` L��.�'r' — SITE � /� ti �' � / � � ✓�1�1 \ / �� �v` / ��� STA. IS + 26.499 -Yl- E11tD C011IST. 4 BEGIN CULVERT STA. 11 + 73.400 -LREV- END CULVERT STA.11 + 91.430 -LREV- BEGIlY CULVERT � STA. 11 + 99.570 -LREV- END CULVERT � 6 `�� �� � : /STA. I4 +I8.II5 -LIREV- �STA S + 53.990 -LREV- BEGI11l C0111ST. BEGI1� STATE PROJECT 9.8044593 — C011tST. GRAPHIC RATIO 5 � ,0 �::� PLANS s� PROFILE (HORIZONTAL) i� PROFILE (VERTICAL) � DESIGN DATA ADT 1995 = 1400 ADT 2020 = 18000 DHV = 15 % D = 60 % T = 6 % V = 80 krr✓h PROJECT LENGTH LEIVGTH ROADWAY PROJECT 9.8044593 = 4.020 Km LEIVGTH STRUCTURE PROJECT 9.8044593=0.020 Km TOTAL LENGTH STATE PROJECT 9.8044593 = 4.040 Km �7 �� G Prepore0 /n IAe Ol/lce oI: DIVISION OF HIGHWAYS /995 ST9NDARD SPECIFlCAT/ONS RIGHT OF WAY DATE: D. R. DUPREE NOVEMBER 1995 PRo�Ecr ExcrxEen LETTING DATE: J. P. PAGE. P.E. OCT 15. 1996 PROJ6CT D6S7GN ENG7NEER STA. 9 + 00 -Y3- BEGI11t C011tST. 13 �� � STA.12 + 40 -Y3- C0111ST. HYDRAULICS ENGINEER DIVISI0IV OF HIGHWAYS STATE OF 1VORTH CAROLINA P.E. SIGNATURE: ��F. ROADWAY DESIGN STATE HlGHWAY ENGINEER - DESIGN DEAARTMEIVT OF TRAIVSPORTATION EDERAL HIGHWAY ADMINISTRATION APPROVED FOR S7GNATURE: DIVfSION ADMIN75TRATOR DATE / Pls 9+79.748 „Pl 10+78.507 „ �' '``'� �`'' � - � � e s= 3° 25 40.6 �_ l4° 4/ 42.6 (RT ) / � �' ,� -� = 7 = � LS O.00O L l5O.O40 HARRY L. LAMM, JR. � ��� � LT = 46.675 T_ 75.434 DB 1474 PG 914 � � �`'' ST 23.34/ R - 585.000 � _ � SE _.0.32 DB 1066 PG 34 7 ��✓ � �' � /� RUN -OFF = 70.000 /� ,� � '� ( 13 +� � � � 10+40.00 +� ,� � � \_._ l6.10 f52.82'1 /l+3/ � '� , � � x� 10+60 /0+70 //f � �� � x OQ l5 (49.2/'1 � � x 225 Ww l5 f49.2/'J l5 f49.2/'J l8 159.06'1 � � � � �, �� ''\ ll+pp 47 (154.20'1 + � ;,3 � o �s � 1 6 -- �� X�x 16.9 (55.45'1 2�3 q MN FILTERSFABRiC ONE �� F �3 � �s �� � WILBUR C. RENFROW HEIRS �� � X � � EXCAVATION AT OUTL�T � �'- Nis=3i� � ,�,� \X X + � / \ � � EST.45m � � ��4 E � \ � � � � � � 56'S6� �`��,,_�,, X�X � � � % � CLASS 'I' RIP RAP area has been cut over �r^� \ � � � �`���'-'�Y„� �� � 11+55 �\ �.O � EST. 35 TONS � w' � � ' I N� o , //�44 /1+53.1/3 2 49 , �� T /� � _ 8/l 16,S�E 23 (75.46'J l5 f49. l'J 9.82 J / � / �, 2x � �� � eEc�N E _ E� z,.58, N� q�-35 � � ToF� oo 12+05 "�� / � P � � C 1 ROP R E� ,� ��F� 2/ f68.90'1 x� �� REv � G� ��� E� 0�9.214 �°620 //+78 TQF 47 1154.20'1 �/ � ' � WETLANDS �'/�T- i � � �''� � P� � ^�, �� p \ 28 (9/.86') � jQ /� / _ _� , � � � - CB O I / \ O� � \ �� RIPSRAP l� - �� � MELi� � uP�ANDS � 12 ,� �• � 700 M TONS � � //+82 \ � � � - - " BEGIN CUL.� � � -�� 2/ f68.90'1 Q �2f10 � �� � 11+6/.60 � � � p � � � l9.1 f62.661 � � �I�� � 900 � �' 2/ 168.90'J 12+23 � � \ � ��F �,q �B � � p � �/ 12+23.1/3 �9•0 �62.34' � i0.0 TONS C�ASS "B" STONE � �� U+�\ � O'° Riw 375 O \F p �� , 25 f82.021� 4 ?3 �F l5 (49.2/J 23.4 SM FILTER FABRIC 10+80 � l5 f49.2/'1 CB � �� ��p 12+33 l5 f49.2/'1 � � � 450� � 15 /9.0 f62.34'1 /2+56 � 11+20 /� � � `' E+73: 00 '°OF p0 /` 25 f82.02'J 20.6 f67.59'1 l6J f52.82'1 F� lN CU /' 23 f75.46'1 �" A l 43 � - \ 7.3 TONS CLASS "B" STONE BEGIN PROP G/R `�-�� /� f4/ � � �, �� 3 �O /-___ 17.6 SM FILTER FABRIC � 19.435 f63.76'J � E' �S RCe k WETLANDS ���E\ ' �6 /2+70 650 M TONS RAP � 11+53.1/3 p 1� �\ 3� END CUL. p �"� l5 �49.2/'1 n� � �� /,S� 2 99 /1+99.570 � � A �E \ 11 /5 f49.2/'1 � � � .� R�eCX � 900 ' �p.�� � {� O 23 f75.46'J � � .Q� / /� 'Qi�,l, � F �` N ' � � � i / , �o,o>S � � � $ \F 12+80 NOTE: SEE S - CULVERT PLAN � 30 (98.431 m � � � \ C, O �� / O �oN�, c �� F O ��F 23J (7 SITE 1 � + � -P�E F�F y � CB � �p �G 750 � �°,Q�� �F // 53 p O G� � ALLOWABLE IMPACTS ZONE 1 � 2/ (68.90'J � � � 1�82 OF\ ��� � ������ 2265 SF �✓� � 20 f6 .62'1 �Q AOF 0 �\\\\\\ ALLOWABLE IMPACTS ZONE 2 / i �f65 � � 05 � �Oy�w� _ ____ _ _ / � ELT z 4 � llfgp 20.130 � l2 23.1/3 / E 750 639 SF � � � l5 f49.2/')/ � E 'qT - � s�'3 CS 11+53.1/.3 � fll .' 29 f. f66.04'1 �p 13 p� �� �'3 8 �� �' � ° � � � CLASS 'I' RIP R ;� � / ,�,�� � F � F� A `33� �� � EST. 5o TONs � T�F `�� o<v �; � � \,�� �,��o�o,��s �38„� � �, <:, � � EXCAVATION AT INLET �;j T�F ��12+33 �\ ���� c��'� �°�� c � EST.65m3 � O 12+50 F � � � T c� ,� 20 165.62'1 \ � � � ti � � ��O �� ,�' 12+40 5 f49.2/'J � � \ � BUFFER IMPACTS SUMMARY I M PACT BUFFER WETLANDS IN TYPE ALLOWABLE MITIGABLE REPLACEMENT BUFFERS SITE STRUCTURE SIZE / STATION NO. TYPE (FROM/TO) ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 ZONE 1 ZONE 2 CROSSING BRIDGE IMPACT (ft2) (ftZ) (ftZ) (ftZ) (ft2) (ft2) (ft2) (ftZ) (ft2) (ftZ) � EXISTING BOX X 2265 639 2904 0 0 0 0 0 CULVERT TOTAL: 2265 639 2904 0 0 0 0 0 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS WILSON COUNTY PROJECT: U-3345 SR 1157 (MERCK ROAD)