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HomeMy WebLinkAbout20170086 Ver 1_DB11B_130123_Permit Drawings 20161221 (2)_20181213� � �� �� a Sa O N '� � • � � �l\ � • � � V W O � � � � � � N V •� � V � � O V See Sheet 9-A For Index of Sheets ,, —�—, . �_� �, < <. , � �� `� �� Elev. � � � L 282� —��`- � � , � �nrid Mountai� � i ( � i `� ``�:,` - _ '� I� �� I �3s� _ �,�,�>�� �-- \ Eleaation 2145 � ` ��--� r- ' � �liQill� ntain`�� �—_� � � V � � Elazi io���1280 � � — I A\ �� � �� .,� � � �-- I - —' �� � �' �� , ' ,�'"� , / � � ' ' , � �` �f. �--� ��I �� � J I1 \�.1°htt's River Rtl 1 � \ I � l \ � � il � � -'� ti�''��l o�� ` /' �. � � � � ( r'_-� �� � �. n� i���;� 175 � 13�8 � \. ` ^� � ,r/ 9 � � � � \ i � �� � . � i--� �; 1 �� � ° � �#clier Knob � � _ _� � � �, l, � ; h,s t � ,e �,�_ / � � � 1 � v,`P � c`im� � � Virr,Rocky , � � � ^q Ele4��882 �/ " — Knob � � �� � PRO ECT � `—' i6ao �� � � �.5 F�REST � , SER�«E eo�NOAR� SITE � I L _ _ 1396 I � � � I >,��,,, ���----�� �� � � � � \ � 90 90 � '� �� couerrsaiue� � J �_ � � � � _r" ' r'I � 133R . I �I �'.F-� I 133'Z . VICINITY MAP OFF-SITE DETOUR ����� �� ����� ��1������ 1U1� �Y 1L���� �� 1LJ�l��1LJ�1 V'V' � ll � CALD WELL CO U1�1 T Y PERMIT DRAWING SHEET 1 OF 6 LOCATI011I: BRIDGE 1110.130123 OVER ELIJAH ESTES MILL CREEK 0111 SR 1356 (OLD JOHIVS RIVER RD.) TYPE OF WORK: GRADI11lG, DRAl11lAGE, PAVING £� STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN BEGIN CULVE PROJECT STA.15+26 +/- DB11B-130123 i i � �g �l � i� 51o���s ,��G 9p S oyV � ��O O C9� ==v +sv + END � PROJECT � DBIIB-130123 -LREV- � POC Sta. 17 + 23.05 , - �\�L � �� w,�, � � /,� ��'ti I 1 wy'� � ��, � �,1'0 C 90 � THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) DESIGN DATA ADT 2016 = 200 ADT FY = WA DHV = NiA D = WA T = 6 % * V = 30 MPH (TTST =3% + DUAL =; FUNC CLASS = RURAL LOCAL SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT DB11B-130123 = 0.062 MILES LENGTH STRUCTURE PROJECT DB118-130123 = 0.006 MILES ;4L LENGTH PROJECT DB11B-130123 = 0.068 MILES NCDOT CONTACT.• VIRGINIA MABRY MANAGER - PRlOR7TY PROJECTS UNlT P�epored /o�: DIVISIOIV OF HIGHWAYS 1000 Birch Ridge Dr., Ra[eigh NC, 27610 2012 STANDARD SPECIFICATIONS RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE PROJECT ENG/NEER MAY U, 2016 LETTING DATE: GREG S. PURVIS, PE MAY 17, Z O� G �'ROJECT DESIGN ENGINEER '�TB 81'ATB VRO18C1' RBPBRBNCB NP ��� 17BP.11.R.120 RATB PROI.NQ P.A.PROAN0. 17BP.11.R.120 � OtlCR1V1fON UTIL., WW / 1223 Jones Fronklin Rd. Raleigh, N.C. 27606 �,, ETHERILL u<ense No. F-0377 ENGINEERING Bus: 919 sst son Fax: 919 851 8107 TRANSPoRTATION PLANN/NG/Df5/GN - BRIOGf/STRUC7URE Of5/CN CNIL/5/Tf DESIGN - Gi5/GPS - CONSTRUCTION OBSEAVATION BRIDGE #I30123 PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES GOMPLETED HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. �� � SUZANNE Fo CHESTER DENISE FRANKLIN �Q0 83 �Rio Nq 2�/� DETAIL 2 STANDARD 'V' DITCH c Nm �o s<oie, cm cw $lope 1.� �.\ Slope D d Min. D= 1.0 e of Liner= PSRM Max. d= 1.0 AT STA.16+82 -L- LT / �Q0 aQ' s e� � / � �Q� r � �� �� 0P DETAIL 1 �m � � � � � T° '�� � � � �Q�COIR AT. � � r ' FLOOD AIN `� re BENCH \ WOODS '�J� �} �vE J �G� ` \ � v /� � ��� w000s /�/ � � � � �i ' '/ F -- � i ' i�. ' G � d � �' � .� NATIVE MATERIAL * AT EMBANKMENT WOODS y �� � �� \ G\ ( Not to Scale) � F NATIVE MATERIAL �jR / � ,o�`"'" '� � PR%' � IMPERVIOUS {;3 �� �� Ditch ' � DIKE Grade 7.0'm' 2.0 � R Qi � M \ \ c� - � . BM�� --- Pl =_ 16f25.00 � N 1,16E -LREV 57 T�A.R6+66.58 E� l,153.28 ELEV.=1152.07- -LREV VC = l27' � � � K=37 � LOW PT = ST A. l5 f97.58 DS = 30MPH � N 1,16� ---'-- 1,15E -- �— � N�E MATE I EMBANKMENT SEE DETAIL 1 ,� NATI� \�% + // GR,� * AT ( (� �in� , 4 � 33 r`.�, �C"'� LT �1' RE�E � 18"CMP/ 1S"RCP -, WOODS ` � � � J � / �� ��°�'�� �,s a BRIDGE 130123 PROJECT REFERENCE NO. SHEET NO. 17BP.11.R.120 4 RNJ SHEET NO. PERMIT DRAWING SHEET 2 OF 6 50' 0' 50' GRAPHIC SCALE 1223 Jones Franklin Rd. ETHEflILL Raleigh, N.C. 27606 � STANDAR6�'V' DITCH eNciNeeaiNc u�e�se No. F-0377 SEE DETAIL 2 eus: 919 asi eon Fax: 919 851 8107 rR�xsrcwr,v�av Puvxaroiaesrox - e�nceisr�ucruke aes�v CN0./SI/E LIESiI.'M ' G6/GPS ' QOWSTFUCiqY QBS£M'Ai�pY DOUGLAS QoK00NTZ wooDs ANGELA M, KOONTZ � � F� � � �'"` -LREV - PT Sto. l7 , � R \��� `w- \ �n . n�Tb �� \��\ . ���t�` �c�� ���\\ \\ S � #I� \�'\ \ � \ 0 pR . �� � R��E � \ \ � CLB RIP RAP Ta � � � ���\\\ �� � CC�' � \ \ G EST 3 TONS RR �� ✓ � � �j \ \ � SR /3S GEOTEXTILE � �� JQ��� �` T \ � EST 11 SY GT �d � \ �� \\ `.-' � 6 ��D � � � �� � ���� � COIR MAT. � � �� � � � � ��tiN's � 8 .� � Type of Liner= 16 TONS, Native Materiol' i \ � ceore�n�ie- zo s � �� � �356 FLOODPLAIN � � � � � �/R/LFR q S•� � FROM STA. 14+92.5 TO STA. 15+13.5 -LREV- LT S , -' � � � BENCH � � � � � O � � � � � � � � � _ - , � NATIVE STONE 4� � � �� � ��� �F\ ' WOODS �J /� �' � � � �� � � -`G � � �; � � �' � � �' � � � � � DENOTES IMPACTS IN ��� `� 7 � � -LREV-POT Sto. lOfO0A0 ' � � � � � \ \� SURFACE WATER � `����� Z�E� �� �� � � Nc 9� 0 � � � � ' � �� � � ��o � �\� � �' � / � / � �RO•�' � � � S DENOTES TEMPORARY � � -LR V'- � PR �toa 16+98.05 � � ��� o ��M� C� � IMPACTS IN SURFACE WATER �� � �� ��� �� � � �� � �� � � � � SUZANNE Fa CHESTER ���� ' NQTIVE MATERIAL ' �%� < �p � TREE F°RM �� �� DENISE FRANKLIN � � ��a� to tnot �of Ciosst�iRip Ropl � � � � -LREV- PRC Sto. lI"�3�L �3 � � �° � ��' �,- ;-'LREV�- `PC Sto.10+62✓6 �'P-ON vA��EY NURSE�Y, INCo `` `` UPTON vA��EY NURSERYg INCo � �'�.�' _ U 5`:�� �� ��Arn ���� ��� �� ��� � - 1,168 1,162 Q � �� � � ? � m� 1,156 � --------__-- __. _�— _ � _ — � _--- -__._ ��� _ 1,150 - - ,144 e�,ao��B Rip Rap-6 Tons CULVERT OUTLET CHANNEL es,se�iw�msaed�-� Yd. LOOKING DOWNSTREAM Esf Coir Fiber MaMin9 -�72 sy. yd. NOT TO SCALE Esi Natrve Sione - 57 Tons Esf GeoTe�nile Fobric - 60 sy. yd. �Naf�ral � Ground Excovotioi Geotextile Fabric � Native Stone I � D Min. D=1.5 Ft. Z�� (TYP�) Coir Fiber MaHin9 Geotextil Fill =5oil and seeds for Fobric extent of colven excavati< 12' - 0 - 13' E%IST. BED Fil'ent of c�lBert� exRavat�on � WIDTH ex PLPN VIEW Excavafion � FLOW '� ^� — C=ir Fiber Soil and seeds L Exisfing Gro�nd Closs 6 Rip Rap Sill �] FLOOD PLAIN PROFILE VIEW .�LO 10 11 o� �Q ��aa�� B Rip Rop - 6 Tons CULVERT WLET CHANNEL t:�so�iwnhseed:-� rd. LOOKING DOWNSTREAM st Coir Fiber Matting - 25 sy. yd. NOT TO SCALE st Native Stane - 50 Tons st GeoTextile Fabric - 50 sy. yd. �Naf�ral — Gro�nd Excovotio Geotextile Fabric Native D Min. D=1.5 Ft. Stone 2�� �TYP�) Coir Fiber Maffing Geotextile Fabric Native 2� _ p_ 13� Fill =5oil and seeds for $�one EXIST. BE esfent of culvert ezcavation WIDTH Fill =Class B Rip Rap for Liner=Notive Stone PL4N VIEW exfenf of culveH excavahon � FLOW Excovation Soil ond seeds Coir Fibe= _ Sill Exisfing Gro�nd Class B Rip Rap FLOOD PL41N PROFILE VIEW 12 13 � SILL� — F—�� �G� WATER SURFACE ON � —' (-)0.97,�3�" �+ DATE OF SURVEY i ELVE I146.5' / / �6/22/20/61 � - NWS = //46.7 STA.15+42.5 -LREV- SKEW = 50° GPE @ � = 1154.08' 2@12'x7' RCBC WITH 6' BEVEL (BURIED 1') WITH 1.0' SILL IN LEFTMOST BARREL AT INLET AND MIDWAY THROUGH CULVERT AND 2.5' SILL IN RIGHTMOST BARREL AT INLET LOOKWG DOWNSTREAM 14 15 16 RCBC HYDRAUUC DATA DESIGN DISCHARGE = 650 CFS DESIGN FREOUENCY = 2� YRS DESIGN HW ELEVATION = 11495 FT BASE DISCHARGE = 900 CFS BASE FREQUENCY = (QQ YRS BASE HW ELEVATION = 115096 FT OVERTOPPING DISCHARGE _ 1300 CFS OVERTOPPING FREQUENCY= 500 YRS OVERTOPPING ELEVATION = 11532 FT DATE OF SURVEY = 06-22-20/6 W.S. ELEVATION AT DATE OF SURVEY =��465 FT 17 18 1,15 1,14 1,13 1,13 1�12 �� � SUZANNE Fo CHESTER DENISE FRANKLIN �Q0 83 �Rio Nq 20�, DETAIL 2 STANDARD 'V' DITCH , �o„o �<o�e, ��� ��� $lope 1.� �.\ Slope D d Min. D= 1.0 of Liner= PSRM Mox. d= 1.0 AT STA. 16+82 -L- LT � % / � ������������r//� ���%1 i//��//i����� � �� � i �� =i//////// � i � � � J� , %/�///�// / �/// %//// ��/ �//// � �/// �//�//� � �/ ��/�// " % � //� (\ �/r�� � / \ / / ; i � j�� �'I �P COIR T. ��� � BENCH� AI � �woob� � ��� � ! /� ��I � M/ J� �� � \ �� � � ���� � � � � / j � � ,� i , � /� /� � ti � j � w,�o� . � � - - + %� ���� � �� � /`:<i � - � \ `�. � � LREV PT Sta. l2 77 � � �, � // ��� ' �j� F " ` � �� �/>>\ � ��/��� , � DETAIL 1 /� ,— ��� � �� m � /,�%'�,J? �"1'- j�' � G / . � '\ \ � ,��e ,' // � � �\\\\�� \ �\ � \ BRIDGE �30�23 PROJECT REFERENCE NO. SHEET NO. �� UBP.11.R.120 4 � � F � �A\ \ _�V'a���, � � \����i��///- RNJ SHEET NO. ���� N�E MAT�F IAL * �� � \ p�a°� \ /� �� j -� ���� r� � EMBANKMEI��1T � � � � � `�� �� .�� � /�j � �� PERMIT DRAWING �� SEE DETAIL �, �� �� �� �� j j � SHEET 3 OF 6 � , �� � NaTivE �Ma Ria� �• �d, � _ � \ �� � � '� � j / ��� 3323' LT � � � � � - ' � �� l 5�� �� 5�� � � � �� � � �\ � � � � �e�� � � � � � � � � GRAPHIC SCALE � SILL� — F—� � � � � % NATIVE MATERIAL * AT EMBANKMENT ���� i� � �� � � � � � � / �\ GV `� Not to Scale � NATIVE MATERIAL -/ � / R / � � � � � � �/ �'`�°R C� � � < � , � � � � � � ,o-m;� / �� j �� � � ��j ��� � P�%%/ � � IMPER�'/IOUS - � �� �� � Grade 7.0'min. . � / /� � i Q . � ` z.o , jj / // / / j � �R � j � � / DIKE � � � �j / �/ � // S �� � � / � � �� A.��, GEOTEXTILE � � /. // � JQ�� � � rYPe ot une�= ie roNs, Naf��e Materiol � ��� j�%� / 6 ���' // / � / COIR MAT. ceore�nde— zo s -- / �35� � � � FLOODPLAIN � / � % � / � — � —� BENCH FROM STA. 14+92.5 TO S A. 5 1/ T S �'v �� �� ����jj � /�"� � � � � � � � � NATIVE STONE � i /// /// i � � , � - �- �� � J�// //� � // i� �� � � � - j / �3� � � 'j��//////, � / � _ ���� / � � � DENOTES IMPACTS IN _� f// / �// , �/ ' � � ; ,�� � / � � � ia SURFACE WATER M��z-� , , , ,- , , - �� / � , . �/ �/ �/- ^�' � � � % � � � / � � DENOTES TEMPORARY ��� � //� � �� %i � � M R� � -� - � � � �� � IMPACTS IN SURFACE WATER '��/� �, �', �0�� � F�� . � � j j//� �.- `1�� � �\� \ � � - , R / t r�X3� \ TREE FARM � � � ° � ' , - - i %' �� . � -- _ REV P � S o. l l. � !%' � ,-' L�EV�- `PC �o.10+62✓6 -�� UP-ON vA�LEY NURSERY, INCo � ��' .-'�_ � s:�` �� ��Ar� .: 1,162 Pl Sto llt/7A4 Pl Sto 12+24.7/ Pl Sto 15+473/ Pl Sto 17t30.62 �_% 50' S3.0' fRTJ �= 3' 02' 03.0' (LTJ �= 58' S8' 2/.3' fRTJ �= 9' l8' 37A' (LTJ D= T 09' 43J' D= 2 5/' S32' D= lT 37' 46J' D= l4 /9' 262' L= 10958' L= 1059/' L= 3345/' L= 65.00' T= 54.88' T= 5297' T= 183.77' T= 3257' R= 800.00' R= 2,000.00' R= 325.00' R= 400.00' SE = A2 SE = SEE PLANS OS = 30 MPH DS = 35 MPH Q � � � � � ? � m� ,156 � --------__-- _— _�— _ � _ — � _--- —__._ ��� _ ,150 — — ,144 e�,ao��B Rip Rap-6 Tons CULVERT OUTLET CHANNEL es,se�iw�msaed�-� Yd. LOOKING DOWNSTREAM Esf Coir Fiber MaMin9 -�72 sy. yd. NOT TO SCALE Esi Natrve Sione - 57 Tons Esf GeoTe�nile Fobric - 60 sy. yd. �Naf�ral � Ground Excovotioi Geotextile Fabric � Native Stone I � D Min. D=1.5 Ft. Z�� (TYP�) Coir Fiber MaHin9 Geotextil Fill =5oil and seeds for Fobric extent of colven excavati< 12' - 0 - 13' E%IST. BED Fil'ent of c�lBert� exRavat�on � WIDTH ex PLPN VIEW Excavafion � FLOW '� ^� — C=ir Fiber Soil and seeds L Exisfing Gro�nd Closs 6 Rip Rap Sill �] FLOOD PLAIN PROFILE VIEW .�LO 10 11 o� �Q ��aa�� B Rip Rop - 6 Tons CULVERT WLET CHANNEL t:�so�iwnhseed:-� rd. LOOKING DOWNSTREAM st Coir Fiber Matting - 25 sy. yd. NOT TO SCALE st Native Stane - 50 Tons st GeoTextile Fabric - 50 sy. yd. �Naf�ral — Gro�nd Excovotio Geotextile Fabric Native D Min. D=1.5 Ft. Stone 2�� �TYP�) Coir Fiber Maffing Geotextile Fabric Native 2� _ p_ 13� Fill =5oil and seeds for $�one EXIST. BE esfent of culvert ezcavation WIDTH Fill =Class B Rip Rap for Liner=Notive Stone PL4N VIEW exfenf of culveH excavahon � FLOW Excovation Soil ond seeds Coir Fibe= _ Sill Exisfing Gro�nd Class B Rip Rap FLOOD PL41N PROFILE VIEW 12 13 ,� � � G/� � 1S('CMP/ �� � � _7 � i i 1 1S�RCP - ' �� ,— � � -�. � ��,/ 1223 Jones Franklin Rd / Raleigh, N.C. 2760t E WOODS� j�0 � r/�erneei�� ��O\� ST�At DAR �'[� �,W ENGINEEFING ���ense No. F-0377 � L y Sy� DETAIL oy�/ �� Bus: 919 851 8077 �� - —�-1 l �/ � Fax: 919 851 8107 - � A � P — � � 7 •_ � �� ���� � � s�cx - aaroceisr�ucrmre aes�v ( i re�xsxwr,v�av Purxaroiae , ' � � ,� � ������� e�dey�' �nusrbT �d � � , — � �i// /< ��p@u �' A s� o o� T� � � � �, �/�i�i� �//� / \ i� � `X� 1�-- K�o'�d� � ��� � ��� � ��//(�� � � \ ���_A�� . � � � ����� �� �� ���� ��� � � ���� ��` � �� ��� ��� � ��\\\ � \ �� � � ��^�� F � � � � � �� � ���� �� � � �#0�+�.0� � \ � � 1 /Z ` � �� � _-� � � � � �� � \ ���� _,����� �� � � � _ � � � ��,,� � ������� �� ����'� � ����� � - � ��,, ; ��� ������ - � � � � � ��� ������ � I � �� � � � \�� \ ��I�� —,� � � � ����\����� ' CL B RIP RAP � � � "� — - � � � � G�EST3 TONS RR �� � � � ���� � � � �_� S'4<356 ,-����A�A� EST 11 SY GT � � �� �� � � ,n., � � � � � O� � A � � � �� a � � \\ ) � , � � �_ �L — � �n, \ �S � 8\•� � � � � / � � \ V '— — - — � t � � � �/I�FR 9J^� � � � � � �� � � � �� � ������ `� `� � � �, , , ,,�o �����. � \ � � � �� � `� � � � T � � ��'� � � ' � �� �� \ � � N 0 � � �; � � � ��� � �� �9� �� � —��i ur �� � . t � � � � ��� � � � � � � � ��PR �to�6+98.05 ��, \ � � � �� � � � � � � A � f � � � � ����} • NA71VE MATERIA � � ��� ���SUZANNE Fa CHESTER � �,' �� with a size grodtion equo� �� DENISE FRANKLIN ���� i �a� to tnot of C�oss �Rip Rop �3 � �� � � �/ ,. �° � � �' UPTON VA��EY NURSERY,INCo � �� �!�i' � � � �\ � �� BM�� — Pl = 16f25.00 -LREV 57 T�A.R6+66.58 E� _ l,153.28� ELEV.=1152.07- -LREV VC = l27' K=37 LOW PT = STA. l5 f97.58 DS = 30MPH WATER SURFACE ON � —' (-)0.97,�3�" �+ DATE OF SURVEY i ELVE I146.5' / / �6/22/20/61 � - NWS = //46.7 STA.15+42.5 -LREV- SKEW = 50° GPE @ � = 1154.08' 2@12'x7' RCBC WITH 6' BEVEL (BURIED 1') WITH 1.0' SILL IN LEFTMOST BARREL AT INLET AND MIDWAY THROUGH CULVERT AND 2.5' SILL IN RIGHTMOST BARREL AT INLET LOOKWG DOWNSTREAM 14 15 16 �I O � N �� Q � W N 1,1 1,1 _----_"'1,1 — RCBC HYDRAUUC DATA DESIGN DISCHARGE = 650 CFS DESIGN FREOUENCY = 2� YRS DESIGN HW ELEVATION = 11495 FT BASE DISCHARGE = 900 CFS BASE FREQUENCY = (QQ YRS BASE HW ELEVATION = 115096 FT OVERTOPPING DISCHARGE _ 1300 CFS OVERTOPPING FREQUENCY= 500 YRS OVERTOPPING ELEVATION = 11532 FT DATE OF SURVEY = 06-22-20/6 W.S. ELEVATION AT DATE OF SURVEY =��465 FT 17 18 1,15 1,14 1,13 1,13 1�12 �a � E Sa DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER PERMIT DRAWING SHEET 4 OF 6 / 1223 Jones Franklin Rd. 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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) 1 15+15 to 15+75 -LREV- 2@ 12'x7' RCBC 0.02 < 0.01 46 20 1 15+15 to 15+75 -LREV- Bank Stabilization 0.01 75 TOTALS*: 0.03 < 0.01 121 20 0 *Rounded totals are sum of actual impacts NOTES: EXISTING STRUCTURE: 1@ 25'10" (18' WIDTH - OUT TO OUT) SINGLE SPAN BRIDGE PROPOSED STRUCTURE: 2@ 12'x7' (47'9" LENGTH) RCBC September 2014