Loading...
HomeMy WebLinkAbout20171062 Ver 1_Impact Information_20170824� � •, � V � � O V See Sheet 9A For Index of Sheets See ShPet 98 For Conventlonal Symbols � • � DETOUR ROUTE NOTES: L CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. ����� �� ����� `�������� �������� �� �������� CHA THAM CO U1�TY LOCATI011L• REPLACE BRIDGE 1110. 94 OVER DRY CREEK ON SR 1520 (OLD 111C 87) TYPE OF WORK GRADIIVG, PAVING, DRAI11tAGE A11iD STRUCTURE BUFFER IMPACTS PERMIT BEGIN TIP PROJECT 17BP.8.R.124 —L— POT STA 11 + 40.00 +52 +/— W �L-�STA 74+52 +/- � ,,, C�i / /a ! / =1 � .� :� � 1 '� �' 1 —L— �� SR 1520 (OLD NC 87) TO ROCK REST RD END TIP PROJECT I7BP.8.R.124 —L— POT STA I S+ 70.00 'ATE STATE NROIECT RENERENCE NO. ��� 17BP.8.R.124 17BP.8.R.124 �_ PERMIT DRAWING SHEET 1 OF 6 1 P.E. N �\� q 2��,� \ d�vc����b,�;'�� �b.a�tv� DO NOT tiSE FOR RdW ACOUISITION DOCUMENT NOT CONSIDERED FINAL UNLE53 ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER Pre ared fo� tl� iCA engcneerfng, �nc. PHI S LES DESIGN DATA PROJECT LENGTH tiortn co�o�mo oePorrmP�t ��� 'CA 5721 Kingdom waY, of Tronsportotlon s��re too Raleigh, NC 27607 50 25 0 50 100 ADT (2018) = 660 in �he office of: Nc u�e,,.e No: F-ozse �� ��qp� `�� �gQ ADT = 2012 STANDARD SPECIF7CATIONS a�`' �'o PLANS K= % LEIVGTH ROADWAY TIP PROJECT 17BP.S.R.124 = 0119 MILES pE, ° � DENA C. SNEAD, PE srcxqza�: � � 50 25 0 50 100 �— % I,EIVGTH STRUCTURES TOP PRO ECT 17BP.8.R.124 = 0.019 MILES RIGHT OF WAY DATE: rno�Ecr ENcrxEEn � g T = b % J ROADWAY DESIGN a � AUGUST 24, 2017 . ENGINEER � � V= 60 MPH TOTAL LEIVGTH TIP PROJECT 17BP.8.R.124 = O.I38 MILES ALEXANDER D. $NIDER, PE c� a PROFILE (HORIZONTAL) PROJECT DESIGN ENGINEER �i? OO� TTST = % DUAL % °� p�a��� l0 5 o to zo FUNC CLASS=LOCAL RURA LETTING DATE: FEBRUARY 27, 2018 TIM WELCH, PE PROFILE (VERTICAL) SUB—REGIONAL TIER Ncvoz cox�acz DIV 8 BRIDGE PROGRAM MANAGER P.E. S(GNATURE: �"� I A Engineering, Inc. PROJKT REFERENCE NO. SHEET NO. °� E 5721 Kingdom Way, � z9� ra z�i ��� ��� s��re too l%BP.S.Rel24 4 .... S qeZ2A25 DETAIL A OaOI ioP=a35.21 Raleigh, NC 27607 - a; / TOE PROTECTION O INV=432.46 NC Lice�se No: F-0258 W�✓ $HEET NO. / I � '' ��� s"`� � _ _ ROADWAY DESIGN HYDRAULICS /� � / \� � ' � �� I I i oa� � I I I� �� r_-- ENGINEER ENGINEER , � � . , 2��.E s,oPE a4� ��T�ET , �.i � ...,,� � �'��� � � Ro��o d F iNv=ass.v I I � / � � �,.��� , � ` / i� � ��� pe�'`� �` -� _ '� ��'� a= �r�_ �Eo.a,�� �'�� I I N f -- � - INGJ�I�11F»1[.1C'�� 1[�1LAN� �� / % /- `\ � � � _ � � � � � � �y. . � I 1 I � � / � DO NOT US6 FOR B W ACQUISITiON - -_ - - � �\ YP ° . , I I I I I � \ --4f�- _- -- � FROM L-STA.12+45 TO $TA.13+40 Ri. ' . I' � I I // / / . ��Q B � _ T e f liner- Closs B Po�Rop I / � � _' �, -_ � � � � i � // /� � ,q � �� � - - � � � � � � m' � �� � � ,:_.. ' i� rr ��� � ��'�1 �.ii,���' � � � / / � %) _-_-__ _ 6 o I � �`T� �� � ���� �� �� . � � � � / � /� i - 4FCr= -_ - 2 a_ i I�II I� � - - - 1 1' I I �I II� � I � � � /� � �� sncE eui�r. ��c � I I 1 i- � I I I � � � � � � � ��" DB 1834 PG 611 /// / I I I � I I � � � I � � � DOCUMENT NOT CONSIDERED FINAL PB 2007 PG 452 � - i ��/ l � I I � I I I i �� I I I I � l � i i UNLESS ALL SIGNATURES COMPLETED DR HORTON. INC .. � .'// // �� � I I I � I� I � �MI I �� I I �� I I I � l / � / i� i� oe isoe Pc isa � �' /� , i / � I I � I I � ��� ��' � I � / � ;. DR HOR?QN,INC PB 2007 PG 452 8g2007 PG 40 / � � /� � / � � I � �� ���������� � � � � � � . � � / / i� /� /� / �.. P��� ��� �� �C7 � � / , �' � � � � � , � � �� � �� �, � � � � � � � ,� �� / GLI �of � � i � i� i�ii�i��ii�iii i � � i i � � � , , � �� �O � � � � i � �� �� � i � � '� i i i , � � �' � � � � � � i �� �i � �i � i � �� ���i �i�i�� ' i5+oo � i � � � ,' , _ �� � � � _ DR HORTON,.NC � I � � � f'�I � , / I / / / / � � � ���� ' ��, � , ��� ,� oe ieoe Pc iso s � � 1, I 1 �����1 � � I �/ i �� � i� �' i . � i 1\ � � I I � I �� ���_ PB 2007 PG 452 �o � � 1 1 � ��� �_ ��N ��_ �.� � � - ��a ��i ��11 � � � � � � i i � i� � � �� � � , � �� � � / _, - - � / 1L _ - / SWAIN LAND & 71MBER COMPANY � � � � DB 1659 PG 1161 � � � � m m �' � � �^ � � � � _ . �Ps 18�a�4 1 BEGIN TIP PROJECT 17BP.8.R.124 4 ' END TIP PROJECT 17BP.8.R.124 i i � � — ''� - aN -- \l� �, ws,v wa. � A � � � � � � � —L— POC STA 11 + 40.00 = ' � s � ,� � ' E'����,0N=4z �� � —L— POC STA 18 + 70.00 � � i� / �rEm ocsE�ve� r esiv �� / l �� a- �0.07� � � -- - s,��Qo6, �^ Up� l \ � � l I � � �� � ���s � � � BEGIN BRIDGE � � ° �' � END BRIDGE � / � � � � _ ` \ 5 +/- � '� L- POT STA 14 k 52 +/ Nv-aaz u� ��ik _ / ��4ai ea ,� �� � � w excnvnnoN unnir+ � �� � ,c � / I � ro � � � ' -L- PC 10-I-00.00 � CWE � ��ONi � "�s �v �,\ \ _ -L- PCC II+49.4I i � � RETAIN E%ISTING GONCRETE SILLS � � � \ ��� ��� ��R��Fo � �� �;� '� � seNCH e cnvnnoN e�ev.-azan� � \ ; � END GRADE �� � END RESURFACING � � �I' _- r��� � � '�`� � � BEGIN RESURFACING i � -L- POT STA 18+70.00 � �� � i � �� o \� � �� E - i ° CLASS B RIP P � , \\ � �� � - � � � � - � esr.z roHs -L- POT STA 16+46.00 � r � c rs � � � �� exisriH� L- PT 13+242�� � +as - � a I � � �� B .� � -_� � �� --_,� \� RANSPO ATIO CLASS IIRP RAP UP TO� � i &, Qyy EST.7 SY G axuNeFORM �� � —L— POT 19+72.94 T RT N\ 30 ll � ? �'� �- �'y�__TIE �� � .. � \ \- � �:_� ACILITY � SHOU�DE ELEV. (TVP.) EXq�W � N 15" W2 ELBOWS E TAPER � J=48305' � / �/� �� ��',, 4 E" ,RW .� �\s�\ � \\_ �-��V F'uv�oo5 '�°I 2� ���a 5a� \.:\�'..,.. � � V \ � � rn BOTH SIDES e �� �� � ,�� � j�iti `\ � ' / / '040 � � � � EXISTIN6 TRANSPORTATION FACILITY 'r� � � �C J� _ _ . � , I � o -. _� \ � � PI EX. IYW . . ~ �� / � END SBG +82 + /� +03 /� . = 0�ory //J iN°v�4a°s: e3 � w000s �i\ \\ \� \ �� -T`-- � - _ r Y i--19 -_ \ � � f� \ l, / -'' w -���� -_-E - % x.-ww � i .y" °°�as �, �Jv-48;2r . _ .z� \ \ -> �\ ` `, ��—_ _ r_ _ �� -_ --�- --- _ � _ _ /� � ,-' �. _ _ -__ - ,�-�..,-� . - _____ =xisr c a w .��� F � ��v % - . � ., �y. �iP _ � __ __. - �„ ..E��_.._GREU,TL 3 � ' _ ._ _ - �EIP ._ - - , - _ - _ , . . . . 3 - � .,.�.-. .. _ : P -I -- GREU, TL-3 [,_I F _, . � �.._, . � ,� /� ¢ .. . �., 7�..�; .. �� ,... �_.� x _ - - '1_ _ - �.�- �..�:1 - _ - �_ - . _ - _. _ ' _ _ __ - - _ - _ � . � _ . � _ w --- v �s - � � �, � TB 2G1 r0 ROCK REST RD� ll � � � � x o � � , N 2-�` 04' S4.8" W ae�` // W} � � ,- - - � � o `x" - -- �� �� _ 3 H/ wv=aas.av `-� � ���g ����� ",v,-,� n� �� -�- � o o ' - --� - - � -- � - -- �--- - — —= - Q roP=aa9.os� V ��6��A� .- . �. , . ._ ;, �_,_ F-;-==--- '- -.-- -`-`�-- eEuTr��3. , i ii:'_ . . .s;i =- /- _ --- - .. - - \ � . . '. .,,. . "w-�_ -_-- � GREU�TL 3 i � __ __ �c� Di ._ � �\ � �\\\�\\\�\\�\\��� . i . _,_ � ' �_ �� � - �, � � � ry _ � _ - -___ _ __- - exslr�c7a.�_ - -- _. __ _ �\\ \\ \ \ \ \ \\ \\\ , �,.� ae f � _y E� --- - `,' � 4i __' \ � \ \ \\ . . BM 1 � -� " �.. � ,\� :/ „ . _ __- 1 • � � � \ \ \ E%ISTINi'i TRANSPORTATION FACILITY� � � - , /� �� +53 �o . ' , � � A \ �A VAA . � - "' r �- -� W . ��v,'n�n�, �'h� ,�_�. �-.^,� �`v'�r�"���"� / ' � \ \ � � 50'UNIFORM �� � . .._ _ .. `_.. � � � � � �� +' rneee + � i, �� `4es �32 \ ��� r� � � BL-3 \ \� ��� � � o �B�TH SIDES) � � � � � �, i � n�� tIs . c`7 TYP � � EXISTING TRANSPORTATION FACILITY ' \ � � � ti�__r GPS ;8��7�J4-Z� i �k ww � � �� �V� ��� �� / �� N ;� a es + � � ' - " � ° �\ �\\� �, �� � TOE PROTECTION +30 m ryi LALIREL RIDGE DEVELOPMENT INC LAUREL RIDGE DEVELOPMENT INC \ \� �'�. WiCL455 B RIP RAP E%. RNJ � m�F DB 1367 PG 1144 � / � � � �� \ SEE DETAIL A � PB 2008 PG 326 \ \ , DB 1367 PG 148 \\\. �I � I � - PB 2008 PG 202 � � \ � � \ \ �� \���V 1 � ��I� �� � � \ / �� � ! ' � - ' � � � \ \ ` LAUREL RIDGE DEVELOPMENT i I I I I `� \ � � 'I �, i P m �'� ��\�� DB 1367 PG 1148 j� I �: - I LAUREL RIDGt DEVELOPMENT INC � � � \ 1 � � � � � � � A � � � �, PB 2008 PG 201 A �� � � D8 1367 PG 1144 �'o. _p�ti� /' � � � ' � � \ � � PB 2008 PG 326 '� � � � \ i I � 1 �' ��� ��AAV��� �� � � m � � � / \ I � I � 1 � 1 � � � / � � I � � �� � I � I �I I I '� ��'� �� �� �� �a ��� �� � '� � a�5 � SEE ENLARGED j �� �-- � 1 � � ' � � j �� I�� I I 1 I�� � I � I �� 5��'�5�' LAURE.L �1�I367�pGlE��OPMENT WC z���. AREA ON � � /'-� � /� li I I � 1) i ��� I � � � � I � I I I I � I i, SHEET 4a � � I l l i I � j II I I� � � j � Pa zooe Pr, zoi � I l / � i �' � � � � i i � I �� ��� j � j I I I� l � I I ��� �, � �' �� j 1 I � � °r � I I � I' � I I I � � � I � I � � �/� l � i i� I I I ���'�1� ��� �-,I�� �i i � � �� � �' , � � � � I I �/ / I � I I � � � � � l � I�� �/ � I I I I I � 1�� �,1�111111�illllll llll l I � � i I � I I 1 �, � � � / � I � � � � � / � � � � I I I I � I I����� I � I 1 -"��- ��/ �� i i�, i� i� i� i�, ,�; � � i i'' i i i i i i i ii�� nn�iuiiiiu�iuiiiii � i LEGEND a —'� ��' ,,,,�� �� �� � i i i � i i�iiiniu�i�uiuui�i�i ' i i i � � -- -� ��� �' , ��, , �,� i� ,� � � i i i i i i i i i�i���;uiniuu�iuiim��iiu ; i, i ! ,, � a�� , h, , � �, � �� � � i � i �� i i i niii�iiu i��uii i� iu i �n ------ �� �' �� / �/ / l �/ � � i ' � �� / 1 I � I J � � �� I I �� � ll I II IIII�IIIIIII II ii' � � ���� �7][]Ca �7 ' 1 � V � ' ' R� zoNE i jso ER � --- ' i� � i / / / l l � �� /��/� ��� / �� � � � � � I j j �� � ���j I II li I��IIIIII �' � ����' � `� � � �V �'' ez z R�zoNe"z e20Fea - _--- i� i �� // l / / � / / / / /� /�/ � ���o� ll����lllllllllllllldi�� A � � � �'�, -�__-_---- � �j ����/��� � � ��/��������i����a�//����/��j/IIIIIIIII�lllllll��' � � A � � � \ � Bl - ALLOWABLE IMPACTS ZONE 1(BRIDGE) --_ / / / ,/ i�' / l � / / / / / l / � / /� � �� � �� ���� ��II��I'�i�; . � � � � � . � �-� 0.30 Ac (4,171 5� _-___ / / / / � - . I /�� i � I' � / �////�// //���I� ������I�III�I��I�� m � ` � � � \� i///: ( _ � - - � - � / / / � . , ; � I � � � � I ,� � �� � / / / / / / / � � I � � �� I I � I I I I � II I III I �I ' z ��� �' � V � A �\ � �. � B2 � 0.002WAa ��93 SfACTS ZONE 1 ROAD CROSSING) � . . _ ---_ / : / , / � , i � � � � I � � (� � � � � � � � � � ( �/ � i ( � � � � � ��� I � I � I � I I I� I II . �. � V '� � �� A � � A A � A �. . l '!2 g� _ ALLOWABLE IMPACTS ZONE 2 �BRIDGE) � - �/� � � i � � � � I � � � � � � � � � � � � � � � I � � ����I�III Ill�����.i I � � � � � � A ' . � 0.002 Ac (104 Sf� _� �������I�������������� IJ���������II��I���c11�. � ������V�. \ / ;� � I f I � � I I 1 � I� I � � 1 1 � 1 II I � I � I �uI II IIIIIIIIIIIIII�i�� � � �� � � \.- g2 -A��OWABLE IMPACTSZONE2 (ROAD CROSSING) �// l l l I 1 � � � � � � I ��� 1 I � � I � I I � ��II I Illlll�llllllil� �� �� �� A�'s��� �� ��0 � � �:� o.os n� li,i99 sr� � m ���_ /////� // �/ �� I l/���� j l l I I � � I �� I � I I Illllflll�lllll'�h z \ V��� �� � �� � � � j � � / /// I l ! I I I / llllllllll III�II � A � � � w � l A -� A i I � � �� � �� I /�"/%///��/� /�' l//j //��/�j//IIIIIIII�IIIII' - � ���A � IDz� �,�`������ � � � ��-� I II I ��////i,�/��.� ���/�� � //(Illllfll�lllllli''� � ����� �JO IOO FOR-L-PROFILE,SEESHEETS Nww , ,9� Sl„4�E� ���- IO�� H�"�IZ� ��J � � ��_ . ��� � EXISTI NG TRANSPORTATI� FACILITY � a, � � � Q � LEGEND � Q � RIPARIAN BUFFER ZONE 1 (30') BZ 2 RIPARIAN BUFFER ZONE 2 (20') w �Q �z+« N�J �WW L(J � J \?LL ��� 'v� q 2p1� Bl - ALLOWABLE IMPACTS ZONE 1(BRIDGE) 0.30 Ac (4,171 Sf) B2 - ALLOWABLE IMPACTS ZONE 1(ROAD CROSSING) 0.002 Ac (93 Sf) g� _ ALLOWABLE IMPACTS ZONE 2(BRIDGE) 0.002 Ac (104 Sf) B2 _ ALLOWABLE IMPACTS ZONE 2(ROAD CROSSING) 0.03 Ac (1,199 Sf) �lla��7lll� �ll11��� ��� ���� � EXISTING TRANSPORTATION FACI LITY �� n � — I >0 4C! �CA�E� I��- �.�� �i�R-Zo FOR -L- PROFILE, SEE SHEET 5 EXISTI NG TRANSPORTATI� FACILITY 6� � 0 � � � Q � LEGEND � Q � RIPARIAN BUFFER ZONE 1 (30') BZ 2 RIPARIAN BUFFER ZONE 2 (20') w �Q �z+« N�J �WW L(J � J \?LL ��� 'v� q 2p1� Bl — ALLOWABLE IMPACTS ZONE 1(BRIDGE) 0.30 Ac (4,171 Sf) B2 — ALLOWABLE IMPACTS ZONE 1(ROAD CROSSING) 0.002 Ac (93 Sf) g� _ ALLOWABLE IMPACTS ZONE 2(BRIDGE) 0.002 Ac (104 Sf) B2 _ ALLOWABLE IMPACTS ZONE 2(ROAD CROSSING) 0.03 Ac (1,199 Sf) ]I�JE°�[`'�l1IjL �1T�IEIE� IF�� ���� � EXISTING TRANSPORTATION FACI LITY �o 0 � — I >0 4C! �CA�E� I��— �.�� �i�R-Zo FOR —L— PROFILE, SEE SHEET 5 BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD PARALLEL ZONE1 ZONE2 TOTAL ZONE1 ZONE2 TOTAL ZONE1 ZONE2 SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) CROSSWG BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ftz) (ft2) (ftz) SINGLE SPAN 39" BOX BEAM W/ 4.0' DEEP CAPS, 1 1@100' -L- 13+30 to 14+73 X 4171 104 4275 SINGLE SPAN 39" BOX BEAM W/ 4.0' DEEP CAPS, 1 1@100' -L- 13+30 to 14+73 X 93 1199 1292 TOTAL: azsa 1303 5567