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HomeMy WebLinkAbout20140133 Ver 1_Chowan 34 Powerline Relocation- revised_20150430� � • � • � � � 0 � � �� � � �a PROPOSED 3 FTe BASE SWALE W/ PSRM— BEAVER HILL CEMETERY SEE DETAI� `A' TOWN OF EDENTON DB B-2 PG 276 CLASS 'B'RIP RAP O2 TON W/ 7 SeYe m W„ � �WX GEOTEXTILE (TYPe) / ', � PJI ; �������������w�.��w� �������w�.�l ��w�.Il���w�. BTA�LI 7� AOACH SLAB �� �w: �w. �� � � 1� II �� I� LN PAVEMENT EXISTING.. 10+50v00 —L— "�WATER LIN 48"-60" HIGH BRICK WA��� a +TO US 17 BYPASS ,- � c EXIST R/W,� 4' CONC S/W � � � 2'=� CZ�G M >' ti � _. _ � PP EXIST R/W �� , � � , .� � I _ F \ W DS TOWN OF EDENTON � � � `t,� W00 OLD TOWN DUMP �w �� �� �w �� .� w. I�� �� �� � �... �� �� �� �w. �w. No �EEO REFERENCE 87'-4�/p"TOTAL LENGTH SI � FIALONGC� S�RVEYL LACE SITE 2 h. � 36'-2��4�� T � 51' 2��4�� ��. � SPAN 'A' SPAN 'B' // ,r 8 p j �„„,,,��— --_-' -- C B C B �b�"�� .��„ � S„� °' —L— 5 76° 56' 03e6"E 1234, We ALBEMARLE ST 23e5' BST 18"RCP— IV � �.� —_ ___ -- W ._-- eB- �___�_ � . --- ---- — � — — �� ��— C _ . i ���� GR �ENGTH = 68'-9"J (TYPe) SITE 3 WORK POINT 1 O STAe ll+85e81 —L— S WOODS SAMUEL FELTON (HEIRS) DB D PG 529 ���� EXCAVATION = 3,185 SF � DENOTES EXCAVATION IN WETLAND F F DENOTES FILL IN WETLAN D � DENOTES TEMPORARY HAND CLEARING � 30 ` 20 Vo �o ____ � /1-- — ---_ — E O L — APPROXIMATE —10 NATURAL GROUND LINE � _ � O" 10+00 V= DRAWN BY : CHECKED BY : unrE e DATE : S I Ae ll+�Setil —L— WORK POINT 1 FILL FACE END BENT 1 GePe ELEVe Se25 —�—"� � STREAM & WETLAND IMPACTS / PROVIDENCE GRAVE YARD DB I—A PG 2439 W/�GEOTEXRIP�RAP � Q�o=2 4 �p$ cTVPe� woo�s V,p =1.21 r_` _ SLOPE STAKE LINE (TYPe) TYPE-350 GeRe ANCHOR (TYPe) • � - i� � I� /.�"" ;��r -,..r ��s%I�iy�/�l.li �. �� .a_ „���� ,,,,��:ei�er�LLSi+� � � mw��wl��i� �� Ili�'� . . . - uluul�lllliimiiooi"'"i����illimmi.:.:,� ,�:!�:� �_ ;_... - - �^-_ s�u.uunimu�n. uiim i��� Tra�.�r mm�'iiuououw ���� — U� ':: �� � � Y�� j , � I� III'd;;��'��'3 � ��m�IIIIN���i�� iiom00000r�• i �ui _�°— �Y� �iui u�� —� � —; „w,�,,� „���----- . � :_— ; - �,�,� 7�Q � � W � � iv i c i�i -� � vvurtn ruliv i � 2v00 —L— �r� STAe 12+73e19 —L— � 1 � ����'� J � � UNCLASSIFIED STRUCTURE P L A N EX�A�ATI°N (TYP.) � DENOTES GEO—TECH BORE HOLE LOCATIONSe � DENOTES TYPE III GUARDRAIL CONNECTION REQ'De SEE "GUARDRAIL ANCHORAGE FOR VERTICAL CONCRETE BARRIER RAIL" SHEET. NOTEeGUARDRAIL LENGTHS AS SHOWN INCLUDE ANCHOR UNITSe FOR PAVEMENT LAYOUT & R/W LAYOUT SEE "ROADWAY DETAILS" SHEETe J I He 1G*LG.VV —L—_ WORK POINT 2 � BENT i i, i, STAe12+z9e50 I I —L— ��� ��� ELEVe Oe80 LOW CHORD �� '� 1�/Zel SLOPE ELEVe2e62 � NORMAL TO , �, CAP (TYPe) I NeWeSe E�E�. �e2o , , E�E�e _ovo� F'�� F ��� STAe ll+74.81 —L— BEGIN APPROACH SLAB F HP 12 X 53 STEEL PILES�� (TYPe) 1'-0" MINe EARTH BERM (TYPJ HP 14 X 73 GALVANIZED— STEEL PILES (TYP. U.O.NJ ii+oo �DENOTES UNCLASSIFIED STRUCTURE EXCAVATION 3'-6" (TYPJ % � — — �%'2_"/.' ` _ �' � WeSe ON DATE OF SURVEY ELEVe —Oe50 �ziiiiiz� EXISTING SUBSTRUCTURE . i�-7�� To UNCLASSIFIED STRUCTURE EXCAVATION (TYPe) IF STAe 12+73e19 —�— WORK POINT 3 FILL FACE END BENT 2 GePe E�EVe 4e94 LOW CHORD ELEVe 2e33 cT� ,��o� ,� _� _ _�„ CLASS II RIP RAP 2'THICK W/ GEOTEXTILE (TYPe) iz+oo i3+oo PROFILE ALONG � SURVEY SCALEe 1"= 20' F = FIXED END � �,�.._w,� END PAVEMENT cTn in��F nn _i ._. m .�.,___ __._ PP """' EXIST R/W 7 CB CB— g �j — . —� 2'-6" C&G 18" RCP—CL IV TO NC 32 `�' —: , � CB CD ° "' 2'-6 C&G _ --- -- W N — ---- ---- — -------- —F EXIST R/W –_' R --- ` GR PARKING EXISTING — ACE GRATES �� WATER LINE P ROADWAY �� STDe 40v03 \_ (TYPJ _____'_ — —___ ', --- EXISTING POWER LINI TOWNTCI'P E��o�REMOVED FILBERT'S CREEK PARK CONSERVATION EASEMENT DB 268 PG 709 PLAT CABWET I SLIDE 193B EXISTING BRIDGE Noe34 24'-0"CLEAR ROADWAY SPANSe 1 Ca 20'-6" REINFeCONCeFL00R ON I—BEAMS END BENTS— RC CAPS ON TIMBER PILES TBM1 RR SPIKE IN BASE OF 18"WHITE OAK 40e80' LEFT OF —L— STAe 11+11e91 E�EVel0e29 NOTES 1) MODIFIED METHOD II CLEARING AND GRUBBING 2) CHOWAN #34 WILL NOT RE4UIRE IN—WATER WORK MORATORIUM 3) FILBERT'S CREEK IS A BLUE LINE STREAM SHOWN ON THE EDENTON USGS QUAD MAP 4) EXISTING BRIDGE DIMENSIONS ARE L=21 FT. x W=26 FT. 5) PROPOSED BRIDGE DIMENSIONS ARE L= 85 FT. x W= 39 FT. WETLAND EXCAVATION TEMP IMPACTS IN WETLAND HAND CLEARING SITE 1 0 SF 91 SF 58 SF SITE 2 973 SF 72 SF 650 SF SITE 3 0 SF 19 SF 122 SF TOTAL 973 SF 182 SF 830 SF 40' 0' 40' 80' 120' � GRQPHIC SCQ�E 100 YEAR HIGH WATER HeHeWe ELEVe 5e11 �E�EVe 6e90 MILLIN LIMIT PLANS PflEPAREp BY: i4+oo '" �MUI....K�Y pG,30�G�[��� DG3Q�D�IC� � � ERaff�o�e��,a�ra �� ��p ��� ff�� ����p���po�� ,,w,,.M��ke.���.�oM PROJECT N0. 17BPe1.R.36 CHOWAN COUNTY STATION: 12+29.50 —L— REPLACES BRIDGS ANOF3o TH cAr���INA SHEET 1 OF 2 DEPARTMENT OF TRANSPORTATION Rn�EZCH GENERAL DRAWING BRIDGE ON SR 1234 OVER FILBERT'S CREEK BETWEEN US 17 BYP, & NC 32 31'-0"CLEAR ROADWAY - 90°SKEW REVISIONS SHEET NOe N0. gY: DATE: M0. BY: �ATE: 1 � � rora� SHEETS l2 C� 3 6