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Home My WebLink About20170117 Ver 2_02 B-5758 Complete Set_20180108� � � � � V � � O V See Sheet i-A For Index of Sheets See Sheet f-8 Far Cornentionalsymbols See Sl�et 1-C For Survey Control Sl�et � � I � '� � I � I �. (�) I `� (�) I'� I � I-I � '� I'� (�) I . I : � '� �� i�)�, ��)� �� , � �\V�.'� �� MOORE C� U1�TY PERMIT DRAWING SHEET I OF 9 LOCATIOIV: BRIDGE 1V0.13 OVER ABERDEEIV CREEK ON SR 1102 (ADDOR ROAD) TYPE OF WORK GRADIIVG, DRAI11lAGE, PAVING £� STRUCTURE TO SR 1103 THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. SR 1101 Hq \OJ� Nq0 \3 INCOMPLETE PLANS DO NM USB POR R/M ACOVI&IT10N PRELIMIN.�RY PLANS DO NOT Uffi FOR CON9iRUCC[ON GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared In the Offlce of: FIyDRAULICS ENGINEER S E P I ozs Waae nven�e Ralegh. NC 21605 Te1�919.]89-99P 20 10 0 20 40 ADT = 1,200 LENGTH OF ROADWAY PROJECT B-5758 = 0.115 MI E� �,„ R u c'T I o N Laes�e- �s-o;s' �� R�� LENGTH OF STRUCTURE PROJECT B-5758 = 0.011 MI �� 5 T .�� c.� 2012 STANDARD SPECIFICATTONS T �� PLAN$ TOTAL LENGTH OF PROJECT B-5758 = 0.126 MI m �S P.E. O 9 SIGNATURE: Fa . 20 10 0 20 40 RIGHT OF WAY DATE: BEN CRAWFORD, PE s � V = 6O MPH PROJECT ENGINEER ROADWAY DESIGN 0 PROFILE (HORIZONTAL) * TTST = DUAL ENGINEER ��p �o�ae 10 5 0 10 20 FUNC CLASS = LETTING DATE: MATTHEW COPPLE, PE �� T�A�� MINOR COLLECTOR reor�cr nts,cx �xcin��en PROFILE (VERTICAL) SUBREGIONAL TIER PE SIGN.4TURE: N Z 0 N � K REFERENCE NO. � SHEET NO. 2W SHEEf NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER NCOMPLE E PLANS DO NOT U56 POR /F ACOUISIT[ON 'RELIMIN RY PLAN DO NOT U86 AO CONS[AUCTION S E P I Te1 9 g 89 99605 E N G I N E E R I N G g F8x:919-789-9591 C O N S T R U C T I O N License�. G2197 PERMIT DRAWING SHEET 4 OF 9 .� � � DENOTES FILL IN WETLAND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WA � DENOTES HAND CLEARING 20 10 0 20 GRAPHIC SCALE 1"=20' - - ---- - - ---- - - ---- - - ---- - - ---- PROJ. REFERENCE NO. SHEET NO. � � l r �� I 1025 Wade Avenue \r Raleigh. NC 27605 ao_o_ o____a _o_ao _ao_ ao_o_ Te1:919-789-9977 o____o _o_oo _oo_ oo_o_ o____o _o_oo _oo_ oo_ m_m_ Fax:919-789-9591 m�� m �o� m�m� m�� m �o� m�m� m�� m �o� m�m� �� E N G I N E E R I N G & CONSTRU CTION LICenSe:C-2197 -------- ------- -------- ------ -------- ------ -------- ------ ---- ---- ---- ---�- -�----- ---- -- � PERMIT DRAWIN SHEET 5 OF 9 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- , -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -1 0 -1 0 - 0 0 1 0 1 0 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- - ----- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ST . 14 + 5 -L- G.P. LEV. = 288.7 SKE = 90 EG. -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ------ -------- -------- - -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- EXISTIN - CAS IN-P CE XSILLS BRID E O OF Q TO P O F BA K LT -------- -------- -------- -------- -------- -------- -------- -------- --- -------- -------- -------- -------- ^------ -------- -------- -------- -------- ------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- EAD LL a HEAD ALL TOP F T P OF BANK RT -------- -------- -------- -------- -------- -------- -------- -------- ----- I�--� ---- - -- --- ------- ------- ------ ----- ---- ------- ------ ------- ----- - ---- --- ------- ------- ------- ------- -------- -------- -------- -------- -------- �- ---�--- - � SOF IT --- �--- -- - -- --- -�_ - - ------- - � 8� -------- -------- -------- -------- -------- -------- -------- -------- -------- � � - -------- -- --� 3-� ---` - -------- ------ ---- � -------- -------- _ _ _ -- -------- -------- --� _ _ -------- -------- -------- -------- -------- -------- -------- -------- -------- i � � �� _ � � ---_ '� �--- �`_ �� _� STREA BE NW -282.8 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ------�� -------- -------- ------- ------- -------- -------- -------- -------- ----- ---$ -------- -------- -------- -------- -------- -------- -------- -------- 1 -6 L W -------- -------- -------- -------- -------- -------- -------- -------- - F L W I L L -----€ --- �----- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ---- -------- 1 L - 7 � -------- -------- -------- -------- -------- -------- --- -� � � I NV. E EV. = 76.5 G DE _ .300°/ -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- � � � ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � � � -------- -------- -------- -------- -------- -------- -------- -------- -------- ------- -------- ------- -------- -------- -------- ------- -------- -------- -------- -------- -------- -------- Z -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- - - - �� w� �� -------- -------- -------- -------- -------- -------- -------- -------- -------- ---- ------- -------- -------- ------- ------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- --- - - - - Nt9 > df N� �� HbT (9(9 �� 1fJETL �BOU. DARIES XTfND'I � F-----I----- ---F---�, ; �1 ■ �1 ■ ■1 ■ _ 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. B-5758 X-2 o i � ' � �, _ .�_ I � ; INCOMPLETE PLANS � . � I DO NOi US6 FOA R/W ACOUISCI'ION � - I DOCUMENT NOT CONSIDEREO FINAL I � 1 � . � I UNLESS ALL SIGNATURES COMPLETEO -� � . I --- - — — — —T-- -- o � ;o � ■ ■ ■ � ' � \ � _� —: � "� ■ � . � ■■■■■■■■■■ ■� �� ■� � � . I� I I 0 2.5 5 PRO1. REFERENCE NO. SHEET NO. ----T---- - � B-5758 X-3 . . __T____...._.__.—___._ . . . , � . . .. .. .. � -- -- --- PERMIT DRAWING =--- S E P I �025 WadeAvenue --- -- SHEET 7 OF 9 Ra�e�9h N�Z�soS Te1:919-]B�J-997] . .. . . EN GINEERIN G 8 Faz919-789-9591 � C 0 N S T R ll C T I 0 N License. C-2197 I _ ��I _ I� �II� I I.I,I ' . . .. ., .. —_— —_ ■■ ' ��N��_�� I�__ ■■ IflNN� �� A�AI�I��■1� , ., , .. -, ., , ■i ■i� ■ I ■■� ■�II �� . 1 . . ■ ■ � � ■ �� SHEET NO. X-4 WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS 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 14+73 to 14+g6 3@ 14'X9' RCBC 0.07 42 2 13+48 to 14+22 Hand Clearing <0.01 0.01 Toe Protection 2 15+18 to 15+73 Hand Clearing <0.01 0.01 Toe Protection 3 14+38 to 15+02 Dewatering 0.06 95 4 14+49 to14+g5 Bank Stabilization <0.01 84 TOTALS*: <0.01 0.0 0.0 0.0 0.02 0.070 0.060 126.0 95.0 0.0 "Rounded totals are sum of actual impacts NOTES: �