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HomeMy WebLinkAbout20160782 Ver 1_plans of record_201607276 � D o= � � � • � � V � � O V i See 5 hect 1 A For i ndex of She�t : See Shcet 98 f� or Conventional Symbols J Q � � m � N 0 � BEGI11t TIP PROJECT U-5719 -L- STA l6 + 08.00 THIS PROJECT IS NOT LOCATED WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF JACKSONVILLE CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. ����� �� ����� �/������� �������� �JS' ���JJi� V'�' ���� 01�1SL O W CO U1�T Y LOCATI0IV: IMPROVEMENTS TO SR 1396 AT US 258 AND BL UE CREEK ROAD TYPE OF WORK GRADIIVG, DRAl1VAGE, PAVI11lG, A1VD SIGIVAL �z�' — WETLAND AND SURFACE WATER IMPACTS PERMIT + -Y1 -Y2- SR 1213 - (BLUE CREEK RD) —Yl— ylA. IU+ STATE I STATN PROJECT RBPfiRE�CE NO, I yQ I SHEETS __�_, i ' . , � : ` : 'E1VD TIP PROJECT U-5719 : ; : : : : : -L- STA 25 + 40.00' ,,..,..,�,.._,.. y _ _ . _ . r . . _ . � � � . _ . ' 1 . W .. . . . . � . . r . . . . . . f . U � , . . . . . . . . I , : . . :; �w � �.:. ,. .. ..� ) = .. �; _ I ,_: :: �: '" m � � -- �t� TO ONVILLE — _ ---- � 4 4 lACKS ----- _ —r� ill� �l' —L— lUS 258) .;' � � ,� �"- - - DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 1 OF 6 Prepared for the North Carolina D2oartment HyDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LE11lGTH a� Tronsporl�ai�o� r� rne ori �ce of: ADT 2011 = 700 [FG�3��G`��]� suNcnTE�esicNCRauP.an ��81E1LIA�II1�AlE�`il'" 1�]L.1N� DO NOT USE POR CONSTRUCTION 50 25 0 50 100 a,:a o� WOqp�y � � � �� V= 40 MPH zon sraxnann srEczFicarioxs �� LENGTH OF ROADWAY TIP PROJECT U-5719 = O.V7 MILES � °\ PLANS DHV = 10 % P.E. � , SlGNAT(JRE: � 50 25 0 50 100 D= 65 % RIGHT OF WAY DATE: DAVID L. WILVER� PE � �II T= 4% * TOTAL LENGTH OF TIP PROJECT U-5719 = 0.177 MILES rno��cr ENc�,vcsn ROADWAY DESIGN � �`l/ JANUARY 9,2017 PROFILE HORIZONTAL * TTST= 1% DUAL= 3% pp ENGInNhxEER n Ai �� �� � � �llDO NOT�„AV R�CONSTRUCTIO dy� \� �U' Q�° Q����/ 10 5 0 t0 20 FUNC CLASS = LETTING DATE: J. MAnHEW PICKENS, PE � RURAL LOCAL AUGUST 15, 2017 rxo�Ecr oEs,cx eNc.h-eEx PROFILE (VERTICAL) STATEWIDE TIER r.E. SlGNATURE: INSET A -Y2- STA. 10 + 85.00 CITA�EVONSLOWOMEMORIAL PARK,LLC BEGIN STATE TlP PROJECT U-57/9 -L- to. + BEGIN CONSTRUCTION w � �exisrimc e�w � � 4 { M h / / /� ���'° � - n REMOVE EXISTING-��� nV � F � 15" RCP II I � � ���i I !�I\� II I FILL EXISTING DITCH TO DIVERT FLOW RETAIN DI ��� 2 _— � __ - EI= Y ����� W_ R IN CB � ��— ���= _� � EST �R � 2.5 CU�H � RETAINUSI 25B 6dBS7 � a`i \ 15'�CP RETAIN �- , BT�R - �� � ��_ 18" RCP � �—�— ZS'Cf1R8�'���- � � _ RETAIN DI -'"� �F � PARKIryG RETAIN IS BLI< B�S 15" RCP DANNY E. BAYSDEN. et ux BS]' pqRK/NG O � IdUE a 7 f DETAIL 1 DETAIL 2 SPECIAL IATERAL 'V' DITCH SPECIAL CUT DITCH �Ho�msmiel �Nmms�aia7 , �� o.om I � d, � o��`, NoNral j'�, p/ 51oWa Ground 3.� p/ F��s� Slape Ground 3�� D F\ I Min. D.-1.0 F�. I Min. D=1.a Ft. FROM STA.15-50 TO STA.16+50 -Yl- RT FROM $TA.22+00 TO STA.22i-71 -Yl- RT FROM STA.20+00 TO STA.21-65 -Yl- LT F�'/F DENOTES FILL IN WETLAND \ �� DENOTES MECHANIZED ti /� � � � * # � � CLEARING �o � � � � \ `�O / lJ �s CITADEL/ONSLOW A�AL PARK,LLC / / — — , — — . r�pe o, oa<�, — _ o�ue� i � � � �� � � n �' ;� �� �� VO � sq�me rrefo.med �I �y � CL 0 RIPRAP�-E5T 4 TONS � � , . � s�a�.nole �r5n) EXCAVATION=EST 22 CY \ Y � . �, GFD-E5T 10 SY �� � � �ap aop' bas� X���s' T PSRM=EST 25 SY no shown�brdorty� x/\ `d* i 'Y 1 �.�. 9 e,•� � x B = 4' \ � � \ J. , � . � . . ., D_ 1' C' � � O W 4 � i \ �-�/'Y 1�. ) \ � } ` � � SECTION A-A POPKIN BROTHERS ENT. WC. rire �d = ts^ ors ts�� �� � -Yl- PT Sta. 19+4/.89 � � � � � �s�ap \� F D PSRM \ . r 'z � i s � - INFLOW �__ NnTUR/.L I I / GROUND \ i � � � � + IINfR�. CLA55 B RIPRAP -J M-g-�I � // � �, � � �� WITH GEOTE%TILE �M�ry ��7�CK \� S /3° /5' 0/./" E " �F . ti , �o- � � � � . � � _. � � _ . � � � � �� , $TA. 25+73 -L- LT V A -Yl- PC Sta.20�52.45 �. . � � � � � . � ; � � � � � � � . , � � \�. _ SPEC LAT 'V' DITCH LL 4 p � \ T SEE DETAIL 1 }- � � � i ' �- �� � �,�� � _ � � � � � � �� -Yl- PT Sto. 22fi38.99 N uNKNowN � � � \` A\� O �4 � 'Y � I L �F CL 'B' RIPRAP \ �F 1�' N i� �� k � , � 5 32` l3' 45.6" W s�oPeesT° z` o° s� �� � I EST.126 SY FF I �� \ � .�\.� � � -1- i 1 � � -L- PT Sta.2/+38.65 PReFORMeo � � � � � � � � � _ i � _ � I scoua Ho�e ++40J1 = � �� � � � y i i s a , . �� � � � i � ,_ I see oernu . + � �° • +;� e§"r i7 r R+raah i� i z x. � I l9 �49.88 �, �� !'�+ . ' c�nss � � �� I� EST4,TON5 � I i� � i� i � + i�� CLASS I' RIGRAP \ � � SY GFf�� ', � I `� � � L y EST 4 TONS --- -_ 1 1 1 1 i � � 1 � � � ( ; z I i I 1 1 1 1 � r � � `(•o' \ CrLAS�'I'�YIPRA�P EST 10 SY GFD \� \ � .4 1 1 y_ /y. �s-�T 21TON5 1 y y_ � � � � � I I i � y 1 � SPEC LAT 'V' DITCH �m � I \ � ' /� EST 6 SY GFD � I y 1 1 Y 1 1 1 � 1� SEE DETAIL 1 / . i z � / ��' , � F $IT� 1 �, �� � 1 � � i � � � � � � i � o I i � i r � i � <, � y � ; i � II =� c� �y * ,\� f. Y ij �,L :. �,_ � E � L � i� � � E. - F —�F�%;��� 4 \ i Q / � � � , "� 4 F � � �. � 4� � � � �E I� � �s� / / � � � � � � � SITE 2 � �_ p �� _ , . J_.�,—T�°UE , p� PUE ��0 P�,_ ' � PUE-- � ��i�� � �.- - � �.� � Cg __ . . . -_ i � - _ �.r�Q . _ 15 _ �� Q+ - R ��i-- � ` � F F ,_u -� �9 � � PARSONS NALFIGH. NOR1H C4=i0.INA (_ 9 859 1395 v � c-�novo F -�avo SUNnGAT^E DESIGN GROUP P.A. �IIIG� u F o. c t�90 �sue PROIECT REFERENCE NO. SHEET NO. U-J�7�� d RM/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ]�1[31E1LI.�[i d1iTa�lE�� Il➢1LAN� DO NOT USE NO#. CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 2 OF 6 PREFORMED SCOUR HOLE 'NOT TO SCALE PLAN VIEW INSTALL LEVEL AND FLUSH WITH NAiURAL GROUND I� —r"-�6 0 I -L- PC Sta. 17+E II3 I I � I I I _ RETAIN fh I ' 15" RCP �� �� 3�� \ 1 I CONVERT � ]BL DITO 1B - _ -/�L �F _ � O �' -F- ia" acP � �— � RETAIN Ji — �$ R�P RETAIN '�� �� -- , 8 R—P — �� I I BST PARk/NR{y � �- RETAIN DI �_ O5 E- BAKERS RESTAURANT RETAIN _/ -- �iB_CP _ _ -Y%- P!' CI_ ,.. 00 � -- E _ w =F 6 �cE vrrv WANDA K. BAYSC MACNAtMG I � s m Wn �2'e x n��� � � I wMH��— o��n�� I J1� RBTRCP � a eLF -- — � i ___. -� =� _ � � �w� � CB TO TB � � � � 1B ���- 18" RCP � �� — � 15" w/ ��� �iJ+.-u-�� �� (2) ELBOWS — .�Q¢€ — � n US 258 6d BST = � � ��O.�F�'-- RETAIN �� 15�' RCP-IV ���� _ —� � n �� �� 3@10'x8' -" � � — - w — � - rc END ave --- RCBC - — �- F� t0 / f7 ���� C f � �� � � -k-a kETAI C8 � 0 � END CONSTRUCTlO ___— � ��„ „� � ss� b -- C Sta. 25+5434 L P z.5' ��k� — �,� � -L- POT Sto.25+40.00 /�— �v-T�-� — — , � � - z M� 'Y � -� _ - _ V� I r w �-� b �, ' � . �-�-��..-- � ,�s r�� E��, _ b _ i �—�—.. i NOTE: � ss�- '•� � wsNo� K: eaWso�N. �t 6i -� � �; �� � �� � � � � � SEE SHEET 2B-I FOR DRIVEWAY DETAIL i- c�� y y ,, 1� `� 4- - `- SEE SHEET 5 FOR -YI- PROFILE �,/ � 5' �, , SEE SHEET 5 FOR -L- PROFILE SPK CUT DITGH SEE DETAIL 2 PLANS PREPARED BY : PROIECT REFERENCE NO. SHEET NO. � � � DETAIL 1 � P�S�NS U-5719 4 � DETAIL 2 r�n�.eieH. NORtH �a�ia.wA �_ 9 ssa-isas g.H/ SHEET NO. ��� 'd" SPECIAL IATERAL 'V' DITCH SPECIAL CUT DITCH 4 I C-N_F 4o F_�45 ���"�s="ie� INo�ros�aiel roarvo noEv voarnoN ROADWAYDESIGN HYDRAULICS . �/ �'�rfoc� ENGINEER ENGINEER T;/ -Yl- POC Sto.13+50.00 `� i .�< °' SUNGATE DESIGN GROUP P.A. o� � No�ural ' p/ ��Wa _BEGIN CONSTRUCTION "°"`°� a ` F'° ����^a 3'�-p P°�� � E 6 / Ground 3.� F� �s� Slape D / . I M'n. D.-1.0 F�. i� I Mn D l.a Ft. 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N � U-5719 X-11 � 5 0 5 0 5 0 5 0 5 30 25 20 1 1 1 7 20 25 30 35 0 5 0 5 0 5 0 5 PERMIT DRAWING SHEET 4 OF 6 W ' r � SITE 1 ,_ 0.026 � o.0 6 � sas ioo6 7 SoSo 09�5 _____ -- -- -- — ----- o� 30l -- 8 81 22 + �.0� ETLAN S ECH NIZE CLE RING J � " — -- 0. 40_ 0.04 SoSo /Oo3 / — -- -- --- — —� —� � IOe34 ��� —�� i �� So 0 403 7 22 + 0.00 SoSo //090 q ol 0.040 � 0.04 SoSo /2a 93 _ _ _ _ _ _ _ _ _ __ -- -- ---- — — — — — — — — — -- 4� -- — — _ --- — l 0060 �� � 800 0 21 + 0.00 oi . 4 _ -- v- -- ----- — -- — — — — — — — ---- ° ° -- — -- — 40� — — �ol �; �0 /Oa2 2 � �, � a N L I � O�oO N F d �Ic9 � / - C - ��0 �9 �r. �u, � 5 0 5 0 5 0 5 0 35 30 25 20 1 1 1 1 20 25 30 35 0 5 0 5 0 5 0 5 6 O 2.5 5 PROJ. REFERENCE NO. SHEET NO. N � U-5719 X-3 � 5 0 5 0 5 0 5 0 5 50 5 0 35 30 5 20 1 1 1 1 20 25 0 5 0 5 0 5 WE LAND � PERMIT DRAWING ECH NIZED CLEA ING `�'• SHEET 5 OF 6 J � r �----- � 30 — -- — ---- — -- -___ ---- -- -- __-- __---- _—� . , o _ —� — — , � _ ---- ----- ---- �1 --- � — ---- ---- ---- _-- �o � � ,— � , � , __ -- --_ _ , , , —— so 0 409 9 SITE 2 2� + o.00 WE LAND � � ECH NIZED CLEA ING � �� � I r - - O• -- • ---' J -- \ --- ---- ---- � _ -- -- -- ---- --- ---- ---- ------ � T ___ � -- -------- - - - - � — ____ 13e�5 � -- � � � �� � �� —-- oSo 50 02 21 + 0.00 N d' �' �.� 0 , J � 3 I — � — -- — ---- --------- -----— -- ---- --- �, � _ — -- — ---- o_ -------- — — ---- --- - 13033 � — � � � � \ �� oso J�oB�� 2� + �.0� � �2� _ — --- —� --- -- --, , � , _ — _ _, —_— __ ------ -- — -------- ----- ------ ---------- ---- 3 — --- — --- — ° — ----- - --- 13026 �, — � a ,_ _. � oSo 40 70 20 + 0.00 N N F d � ll �I C _ _ ��0 �9 �r. �u, � 5 0 5 0 5 0 5 0 5 50 5 0 35 30 25 20 1 1 1 1 20 25 0 5 0 5 0 5 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPA T URFA E WATER IMPA T 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) 1 21+91-22+24 -Y1- LT FILL SLOPE < 0.01 < 0.01 2 20+35-22+40 -L- LT FILL SLOPE 0.02 TOTALS*: < 0.01 0.02 0 0 0 *Rounded totals are sum of actual impacts NOTES: Site 1 Fill in Wetland 154 SF; Mechanized Clearing 316 SF Site 2 Mechanized Clearing 659 SF Revised 2013 10 24