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Home My WebLink About20150807 Ver 1_Permit_Request_Drawings_20150810� � � m SB�• SHOULDER BERM �UTTER SBG —L— STA. 14 + 16 TO STA. 14 + 57 LT o° X � TERU�HIA 3o MCNAIR DB 372 FG 183 o° ��✓ �i � I� � � ��°`�� I C T� �TMCNT T�cvr R� , «� z � � ��V T ��C, � � _ O _ Nq JE �' L !IV W /3 /O 3�.9" �� _ % � � � E � � S�, 3 OPE� ; ROP ` ` = 2= S.T / E= 'q � � � � Zr�'l-L �� ✓ �' — —� — --�`Z�/�a� ExisTi�� R BEGIN TRENCHLESS INSTAL_�T�ION UG_WATER STA, 5+00,00 �,{ -L- STA, 12+15oO0 gEGIN PAVEMENT �7�K -L- POC STA. 12+75.00 (TIE TO EXISTING) ��✓(JD�j � � � w � N � � � � WETLAND AND SURF,ACE WATER IMPACTS PERMIT CENTER BRIDGE STA.13+88.00 —L— 55' LENGTH; 1 SPAN 21" PCCS; 90° SKEW; 27'-10" CLEAR ROADWAY BEGIN TRENCHLESS INSTALLATIOV UG_DISCH STA, 5+OOo00 -L- STAe 12+15e00 PO�KET � W � 0 � �, \ � � _� �_ Fr � BEGIN TEMPORARY BORE HOLE W/ 8'X4'X9' SPLICE PIT UG_POW STA, 5+00°00 —L— STAo 12+q0�00 24'RT 6" DISCHARGE LINE 10' BELOW BOTTOM OF CREEK o° � M BEGIN APPRCACH Si_AB -L- STA.13+qg,50 SITE 2� ��'_�1�G WATER��LI E-� � _ �H- �r SR l30/ � 2/.6' BST � — �P P OP U/G WATE �� G P�� SITE I � TERPa CORPORATIOf�I CB 290 PG 320 WET�AND IMPACTS FILL IN TEMPo PERMANENT WET�ANDS CLEARI�NG CLEARING SITE I 86 SF 317 SF -- SITE 2 210 SF 408 SF -- SITE 3 q SF 223 SF 28 SF SITE 4 III SF 540 SF �2 SF R�i�i CLASS II RIPRAP � !_� � 6" WATER LINE ��/ 10' BELOW BOTTOM OF CREFK� � � _ BRIDGE #930012 30' LEI�GTH= 28' CLEAR WIDTH I SPAN (I@30') �� O N � w 5 w � z ` � � o 0 + 1V � SKEW OUTLET DATA Q10 = 0.4 CFS V10 = 0.2 FPS INV. EL. = 1.00' a= 0 w �_ a= �� ti O �O O BET � Y Na STl;LLINGS DB 283 PG 272 EST. 1 TON CL-B RIP R.4P EST. 5 SY FILTER FABRIC I� APPROACH SLAB - STA.14+27.50 O � � SITE 3 W�OD� � END PAVEMENT CO -L- POC STA.15+98.00 (TIE TO EXISTING) �5� �OCK� T , PROIECT REFERENCE NO. SHEET NO. SF-9300/2 / MY SHEEf NO. ROADWAY DESIGN HYDRAU4CS ENGINEER ENGINEER PRELIMIN Y PLf�NS no Har oee eo con5rnvcr�oN END TRENCHLESS INSTALLATION UG_DISCH STA.8+81�23 -L- STA, 15+98,00 - a / —'I EY;S I ING R/W N � N 25 57' S2.8" V✓ � � Q � � °o 0 0 0 � o 0 i P / T R L N� -- —�— ,-- � �s. ��°' -- - �� - rOCKET g � o° + ; '�� ''—�-j- —�,�_r-� `� . � -- _ _� — — �" >�A GE LIf�E��1�2E A �>� �� m = ° w Ncr.°3o8 `'� N�� s.3° w o � T�-�+t� 308 —� _ `; — — —�V— — -- — —�� — ��,�6"PVC I —' Fo- � � — � --�k S � ING P,/'N � CLASS II RIPRAP S I T E q � � � END TEMNORARY BORE HOLE W/ 8'X4'X4' SPUCE PIT O UG_POIN STAo 8+03002 -L- STA, 15+40,00 24"��T JAMES INo HA�/I�TON TEMPCRARY I-8° COILAB�E CONDUIT ��OCDS DB �21 PG �02 10' BFLOW BOTTOM OF CREEK UTILITY OWNERS ON THIS PROJECTe WRSHINGTON COUNTY PUBLIC UTILITIES DONINION NORTH CAROLINR POWER UTILITYo WATER UTILITYo ELECTRIC CONTACT; LOUIS MqNRING PHONEo 866-366-4357 PHONEe252-793-7545 -- - -- � CAMA JURISDICTIONAL IN-WATER MORATORIUM FROM FEBRUARY 15 THROUGH JUNE 30 METHOD II MODIFIED CLEARING PERMIT DRAWING SHEET OF END TRENCF�LFSS WSTALLATION UG_WATER S' a 8+86v08 -L- STA, 15+g��00 � DENOTES FILL IN WETLAND DENOTES TEMPORARY HAND T C H CLEARING IN WETLAND TEMPORARY IMPACT �DENOTES PERMANENT HAND CLEARING IN WETLAND PERMANENT IMPACT ALL WETLAND AREAS DETERMINED BY CLAY WILLIS DIVISION ENVIRONMENTAL OFFICER AS WETLANDS A,B,CyD 40' 20' 0' 40' 80' � m : m SB�• SHOULDER BERM �l1TTER S BG —L— STA. 14 + 16 TO STA. 14 + 5 7 LT 0 x �) TERU �HIA �� MCNAIR DB 3 �2 FG IR3 o° ��ODS �R � T �I/�� \ � � �'� _ �C r � R/ �, - NT � == P� �+I %U� ` --_ � � 0 3 0 <=\_ �C=� \�vE _ � "37g>W � %�� / � �� ` S� �3�� ',� ROPER -� � 2/,6� � _,_, �-�� ST � � � _ I -�— � -- — � --- �-_ - _ (,� - - � - - - r�✓ � � _ =' � � � ' _ _ � � � � � > � � � � � EXISTIh� R �� BEGIN TRENCHLESS INSTAL-A�'10�1_- --. UG_WATER STA, 5_+_IlC1e80-- - F -L- STAe 12+15oOC gEGIN PAVEMENT -L- POC STA. 12+15.00 (TIE TO EXISTING) WO�� WETLAND AND SURFACE WATER IMPACTS PERMIT CENTER BRIDGE STA. 13 + 8� 55' LENGTH; 1 SPAN 21" PCCS; 90° SKEW; 27'-10" CLEAR ROADWAY BE�IN TRENCHLESS INSTALLATIOU UG_DISCH STAo 5+00,00 -L- STA, 12+15,00 25' - PocKET o � —L- 6" DISCHARGE LINE 10' BELOW BOTTOM OF CREEK o° + � f3EGIN APPROACH S�._AB -L- STA. 13+qg.50 SITE 2, ��G WATEF � --- rr SR 13D� � - e-- - � � -- 2/.6' BST � — � � --- �UP U/( _ � � - ��- r� r* SITE I w � �, � � � � � � w O N y W � W �� ` � o , � �t o T � � 1 ` \1F� ,) , p SKEW ; � +49 j � � : CLASS II RIPRAP � i ; � , � : '� OUTLET DATA Q10 = 0.4 CFS V10 = 0.2 FPS INV. EL. = 1.00' a= 0 w �� a� �� ti O �O � BET � Y No ST�LLINGS DB 283 FG 272 EST. 1 TON CL-B RIP RAP EST.S SY FILTER FABRIC °o + �� SITE 3 N 25° 57' WOOD� � END PAVEMENT �° -L- POC STA.15+98AQ (TIE TO EXISTING) /5' `'��t7 q PROIECT REFERENCE NO. SHEEf NO. SF -9300/2 I WrV SHEEf NO. ROADWAY DESIGN HYDRAU4C5 ENGINEER ENGINEER PRELID'IIN Y PL.4NS no war ues eo coNSra�cr�ou END TRENCHLESS INSTALLATION UG_DISCH STA� 8+81�23 -L- STAo 15+98,00 °o � � EX�STING R/W � , �- -_ "t7-�_� �-i. ` V�&TEf�IiVE = � _ _ — _ _ _-�- -`_ _ -�_y-� � � r , —F— - t ' � T �� '� � �� f�L�r--j�tPE— � ��— � � - T , ir �� \� _ , , N - o x TO � �' - - � � � �-- W NC 308 N � 5�� I�:3� � o 0 0 0 o ro '` T 8—�+tE 308 -- — - -- — - � - - � ;- -; � — f ��v — - -- --- --- �- — - — — — �'— — �R L NE- — - - -- � �-�V � - ` -i� FL1 _ � " ��s'��°`� � . ��-�� — — --� _ - - - - - -- _ - -- —r" � ' �X S T1i�G R/'N �OCKE T g ' - �� c�a,ss u RiPRa,P SITE 9' ,�� END TEMPORARY BORE H . END TRENC',LESS 1NSTALLATION UG_WATER S'�4, 8+86a08,' _ W/ 8'X4'X4' SPLICE PIT--� IdE> 5� �.� � -L- STAo 15+9�.b0--- - BEGIN TEMPORA'�Y BORE HOLE � /<<� � UG_POW STAo 8+03002 Ye� , w�.r�tiuU r�+sAY W/ 8'X4'X4' SPLICE PIT j � -L- STA, 15+40.00 24"��T JAMES No HAMILTON UG_POW STA, 5+00,00 J 6" WATr R LINE — n� �NOC�D� -L- STAo 12+40�00 24'RT TERRa CORPOPATI01�1 10' BELOW � TEMPORARY I-8" COILABLE CONDUIT DB 421 PG 702 GB 290 PG ?20 BOTTOM OF CREEK� 10' BELOW BOTTOM OF CREEK � � 2� WET�AND IMPACTS FILL IN TEMPo PERMANENT � WET�ANDS A� HAN CLEARING CLEARING SITE I 86 �F 317 SF — SITE 2 210 SF q08 SF -- SITE 3 4 SF 223 SF 28 SF SITE 4 III SF 540 SF 32 SF _ BRIDGE #930012 30' LENGTHv 28' CLEAR WIDTH UTILITY OWNERS ON THIS PROJECTo WASHINGTON COUNTY PUBLIC UTILITIES DOMINION NORTH CAROLINA POWER UTILITYe WATER UTILITYo ELECTRIC CONTACTeLOUIS MANRING PHONEe866-366-4357 PHONEo252-793-7545 � CAMA JURISDICTIONAL IN—WATER MORATORIUM FROM FEBRUARY 15 THROUGH JUNE 30 METHOD II MODIFIED CLEARING PERMIT DRAWING SHEET OF I SPAN (I@30 ) � DENOTES FILL IN WETLAND DENOTES TEMPORARY HAND T C H CLEARING IN WETLAND TEMPORARY IMPACT �DENOTES PERMANENT HAND CLEARING IN WETLAND PERMANENT IMPACT ALL WETLAND AREAS DETERMINED BY CLRY WILLIS DIVISION ENVIRONMENTAL OFFICER AS WETLRNDS A,B,C,D q 0' 2 0' 0' q 0' 8 0' Pl = 12+43.00 p� - 12f90.00 Pl = l3+15.00 EL = 4.06' EL = 5.l1' EL = 5.54' Pl = l2f15.00 Pl = 12f65.00 Pl = 13f45.00 EL = 3.86' EL = 4.44' EL = 5.75' BEGIN GRADE � � STA. 12 +15.00 BEGIN BRIDGE CI CV _ ? 4L� CENTER BRIDGE STA.13+88.00 -L- 55' LENGTH; 1 SPAN 21" PCCS; 90° SKEW; Pl = 15+30.00 � GRADE ELEV. = 5.50' EL = 4.25' Pl = 14+30.00 EL = 5.49' ., .. .-. � ........ --------�- _-_ -----...----- �� .�� _ ---...----- - ( - 4/5% __._..._....._..._._. .._.._ _..._._..____.___ � .._ — _.__......_......__ _�_._._...... :....__...... :.. __�--,._.__._.. _.._ ........................ ..........._............................................................................... ........� T.Q. S..wSE__�...,�` �..- ___ _ . _ ___ --�-- - �— — --- .� .� _._...____.__._._..____�._.___.__ ____._..____._._._____ _.__. �_ _._ _ __ _ i - -�R . o�---c-�toRb-- 12 +00 12 +50 13 +00 13 +50 14+00 14+50 �II��IEIE��]I$��T�T� ��]H[AL]f$�]E ]I��TIE ST RUCT URE HYDRAULIC DAT A �� IF � 11s �Es DESIGN DISCHARGE = 660 DESI�N FRE�UENCY = 25 DESIGN WS ELEVATION = 2.2 BASE DISCHARGE _ 1185 BASE FREQUENCY = l00 BASE WS ELEVATION = 2.56 OT DISCHARGE _ 1750 OT FREQUENCY = �500 OT WS ELEVATION = 4.3 xROADWAY LOW POINT CFS YRS FT CFS YRS FT CFS YRS FT 15 +00 TRENCHLESS DRILL NOTES: - Al?ENTION IS DIRECTED TO SECTIONS 102, 107, AND 1550 OF THE STANDARD SPECIFICATIONS CONCERNING TRENCHLESS INSTALLATION. NO DAMAGE IS ALLOWED TO THE WETLANDOR STREAM BY THE TRENCHLESS INSTALLATION. THE CONTRACTOR'S ENGINEER SHALL DESIGN THE INSTALLATION METHOD AND ON-SITE OVERSIGHT. - THE INSTALLATION AND VERTICAL BORE PATHS SHOWN ARE BASED ON INFORMATION AVAILABLE AT THIS TIME AND ARE FOR PERMITTING REASONS ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DESIGNiENGINEER THE PROPOSED ALIGNMENTS. — - i �- --� 15 +50 Pl = 15f98.00 EL = 4.00' • END GRADE STA. 15 + 98.00 Fi Fv — d nn� � 16+00 I � � I I> (�� . � . DIVISION OF HIGHWAYS WA5HINGTON COUNTY PROJECT:I7BP.1.R.61 (SF-930012) REPLACEMENT OF BRIDGE N0.930012 ON SR1301 OVER BEAVER DAM BRANCH SHEET OF 06i 10/ Pl = 12+43.00 Pl = 12+90.00 Pl = l3f15.00 EL = 4.06' EL = 5.l1' EL = 5.54' Pl = l2+15.00 P� -�2+65.00 Pl = 13f45.00 EL = 3.86' EL = 4.44' EL = 5.75' BEGIN GRADE � � STA. 12 +15.00 BEGIN BRIDGE CI CV - ? 4L� 0 CENTER BRIDGE STA. 13 + 88.00 -L- 55' LENGTH; 1 SPAN 21" PCCS; 90° SKEW; PI = 15+30.00 � GRADE ELEV. = 5.50' EL = 4.25' P! _ 14+30.00 EL = 5.49' _E>/ =-�-5=-5�-'-----------�--- -{---- -- �— T =77-.�4/5%_..._.� _..__ _.....__._.._..___ ___ ____. � _ .... _.. _ _ __..... .. _....._....._._.........._._........-��. .. � ___. .............._...._..._..._._.__......................__.................._... ___1,........� ,� � 5 �,5�=�_�,_ � - __ __._ __ �T _�� . . _ � .�. - -�--.- ------ 12+00 12+50 13+00 13+50 14+00 14+50 15+00 �T�T�IE1I��1E$��.TI�T� �A�.�IEIE$ IG�I�TIE ST RUCT URE HYDRAULIC DAT A �� IF� � �Ie IEis DESIGN DISCHARGE = 660 DESIGN FRECIUENCY = 25 DESIGN WS ELEVATION = 2.2 BASE DISCHARGE _ 1185 BASE FRECIUENCY = lDO BASE WS ELEVATION = 2.56 OT DISCHARGE _ 1750 OT FREQUENCY = �500 OT WS ELEVATION = 4.3 =ROADWAY LOW POINT CFS YRS FT CFS YRS FT CFS YRS FT TRENCHLESS DRILL NOTES: - ATTENTION IS DIRECTED TO SECTIONS 102, 107, AND 1550 OF THE STANDARD SPECIFICATIONS CONCERNING TRENCHLESS INSTALLATION. NO DAMAGE (S ALLOWED TO THE WETLANDOR STREAM BY THE TRENCHLESS INSTALLATION. THE CONTRACTOR'S ENGINEER SHALL DESIGN THE INSTALLATION METHOD AND ON-SITE OVERSIGHT. - THE INSTALLATION AND VERTICAL BORE PATHS SHOWN ARE BASED ON INFORMATION AVAILABLE AT THIS TIME AND ARE FOR PERMITTING REASONS ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN�ENGINEER THE PROPOSED ALIGNMENTS. 15+50 Pl = 15f98.00 EL = 4.00' - END GRADE STA. 15 + 98.00 Fi Fv — d nn� � 16+00 �� I1�(��.�. DIVISION OF HIGHWAYS WASHINGTON COUNTY PROJECT:I7BP.1.R.61 (SF-930012) REPLACEMENT OF BRIDGE N0.930012 ON SR1301 OVER BEAVER DAM BRANCH SHEET OF 06 ,/' 10 / Pl = 12f43.00 P� - 12+90.00 Pl = l3+15.00 EL = 4.06' EL = 5.l1' EL = 5.54' Pl = l2+15.00 P� - 12+65.00 Pl = 13+45.00 EL = 4.44' EL = 5.75' EL = 3.86' gEGIN GRADE � � STA. 12 +15.00 BEGIN BRIDGE CI CV - O OL/ � CENTER BRIDGE STA.13+88.00 —L— 55' LENGTH; 1 SPAN 21" PCCS; 90° SKEW; PI = 15+30.00 � GRADE ELEV. = 5.50' EL = 4.25' Pl = 14+30.00 EL = 5.49' �� - ..__-��'- r- � �� - lit � VVJC= I./ 12 +00 12 +50 13 +00 13 +50 14+00 14+50 �TI�T�IEIE$�IE$�gT1�T� IElC�1E��1E�� II��I�TIE ST RUCT URE HYDRAULIC DAT A �� 1Fe DESIGN DISCHAR�E = 660 DESIGN FRE�UENCY = 25 DESIGN WS ELEVAT/ON = 22 BASE 0/SCHARGE _ 1185 BASE FREQUENCY = l00 BASE WS ELEVATION = 2.56 OT DISCHARGE _ 1750 OT FREQUENCY = �500 OT WS ELEVATION = 4.3 =ROADWAY LOW POINT CFS YRS FT CFS YRS FT CFS YRS FT ._._._. _ •�-_-Y ------ 15+00 TRENCHLESS DRILL NOTES: - ATTENTION IS DIRECTED TO SECTIONS 102, 107, AND 1550 OF THE STANDARD SPECIFICATIONS CONCERNING TRENCHLESS INSTALLATION. NO DAMAGE IS ALLOWED TO THE WETLANDOR STREAM BY THE TRENCHLESS INSTALLATION. THE CONTRACTOR'S ENGINEER SHALL DESIGN THE INSTALLATION METHOD AND ON-SITE OVERSIGHT. - THE INSTALLATION AND VERTICAL BORE PATHS SHOWN ARE BASED ON INFORMATION AVAILABLE AT THIS TIME AND ARE FOR PERMITI'ING REASONS ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN�ENGINEER THE PROPOSED ALIGNMENTS. 15+50 Pl = l5 +98.00 EL = 4.00' � END GRADE STA. 15 + 98.00 FI FV — 4._n0' 16+00 � 1�T�� DIVISION OF HIGHWAYS WASHINGTON COUNTY PROJECT:I7BP.1.R.61 (SF-930012) REPLACEMENT OF BRIDGE N0.930012 ON SR1301 OVER BEAVER DAM BRANCH SHEET OF 06/ 10/