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HomeMy WebLinkAbout20130477 Ver 2_Application_20141121PAT L. MCCRORY GOVERNOR dt,aSfAiFo'� % m� � Maa � �� Pkw `�� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION November 20, 2014 US Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Dr., Suite 105 Wake Forest, NC 27587 Attention: David Bailey NCDOT Coordinator, Division 7 ANTHONY 7. TATA SECRETARY Subject: Application for the Modification to the Section 404 Individual Permit, Section 401 Water Quality Certification and Randleman Lake Buffer Authorization for proposed widening from SR 1003 (North Main Street) and SR 1820 (Skeet Club Road) to NC 68 in High Point, Guilford County, Division 7, Federal Aid Project No. STP-1820(2), TIP No. U-3615B. Reference: Section 404 Individual Permit, issued September 20, 2013, USACE Action ID SAW-1999-2ll79 Section 401 Individual Water Quality Certification and Randleman Buffer Authorization, issued August 29, 2013, NCDENR-DWQ Water Quality Certification Project No. 2013-0477 Debit $570.00 from WBS Element No. 34962.1.1 Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to widen and improve Skeet Club Road to a multi-lane facility fi•om SR 1003 (North Main Street) and SR 1820 (Skeet Club Road) between US 311 to NC 68 and reconfigure the intersection at North Main Street and Skeet Club Road in High Point. This permit modification request is for revisions to Sites 1, 2, 2A, 2B, 5, SA, and 6. Attached are the revised Wetland and Surface Waters Permit Plan Sheets l, 16, 17, 19, and 20 of 27, Buffer Permit Plan Sheets 1-4, 8, 12, and 13 of 13, and corresponding roadway plans. MAILING ADDRESS: LOCATION: NC DEPARTMENT OF TRANSPORTATION �7ELEPHONE 919-?07-6000 CENTURY CENTEF, E3UIl.nING B� � PROJECT DEVELOPMENT $� ENVIRONMENTALANALY515 UNIT � � -. FAX:-.:'919-?_,12-.5785 . � . , . . 1020 BIRCH�RiLYGE:DRIVF 7'�:. - . . . 1598 MAIL SERVICE CENTER - �-� � � � RAIEIGH`NC 27610 � RA�ei�H NC 27699-1548 WEBSITE:NCDOT.GOV Sites 1, 2A, and 2B The roadway design at the beginning of Section B from station 169+46.53 to station 190+'71.44 has been revised from a four lane section to a three lane section. NCDOT Congestion Management felt a three lane section or smaller footprint would work through the design and with the change in funding for the project. This change increased the allowable buffer impacts in Zone 1 and 2 for Sites 1 and 2A and decreased the mitigable buffers impacts in Zones 1 and 2 for Sites 2A and 2B. See Revised Buffer Permit Plan Sheet 12 of 13 for Sites 1, 2A, and 2B impact amounts and see Table 4A below for overall buffer impact changes. Table 4A. U-3615B Randleman Lake Watershed Buffer Im acts (ft2) Final Updated Updated Impact Type Zone 1 Zone 1 Difference Zone 2 Zone 2 Difference Impacts Impacts Zone 1 Impacts Impacts Zone 2 Allowable Road Crossing 31,767 36,226 +4,459 19,5211 20,237 +716 Impacts Mitigable Road Crossing 13,765 10,287 -3,478 7,825 6,151 -1,674 Impacts Mitigable Parallel 90,736 86,004 -4,732 64,268 50,474 -13,794 Impacts Other Allowable 2,437 2,437 0 1,947 1,947 0 Impacts2 Total Allowable 31,767 36,226 4,459 19,521 20,237 +716 Impacts Total Mitigable 104,501 96,291 -8,210 72,093 56,625 -15,468 Im acts TOTAL 138,705 134,594 -3,751 93,561 78,809 -14,752 IMPACTS I!._.. _ _.. , � , . . _ i_'_ :._.___. ._._i r__ �____ � (._�__i'`:_._ ___�_ �__ `_ _��:__ n_._ �n �v�.wuvu w .uuu., w v.�s.uw uuv..uv.., ,,..},...,� ...,..�., ..,. �...... �.. ...... ............ ....... ......... ....., ... ...,.....b .,,,.., .... impacts to botl� Road Crossing Allowable and Other Impacts Totals. Site 2B accounted for in Other Impacts Total. ZNo mitigation required if treatment is provided prior to buffers under new Randleman rules. Sites 5 and SA In the original permit, the roadway design showed fill being placed over the gas line where it crosses Skeet Club Road near Oak Hollow Lake. However, it was determined after permitting that the gas line was not designed for this much'fill;.to� be placed on top of it. NCDOT has decided to construct dual bridges over the gas� line to safely cross the line and to allow for the gas company to access their line beneath the road, which they did not have before. In adding the dual bridges right of way had to be adjusted and more treatment for stormwater had to be implemented. This change decreased the buffer impacts at Sites 5 and decreased the permanent surface water impacts from 0.02 to 0.01 2 acres at Site SA. See Revised Buffer Permit Plan Sheet 12 of 13 for Site 5 and SA impact amounts and see Table 4A above for overall buffer impact changes. Site 6 Due to the length of the retaining wall on the left side of bridge increasing for the construction of the dual utility bridges and the reduction of fill slopes on both sides of the bridge the wetland impacts have been eliminated for this site. There will now be a decrease of 0.01 acre for a total of 0.81 acres of permanent riparian wetland impacts associated with this section. These impacts result from 0.13 acres of permanent fill, 0.67 of excavation, and 0.01 acres of inechanized clearing. Wetland impacts are summarized below in Table 3. Table 3. U-3615B Wetland Im acts Final) - U dated Old Updated Site Wetland Impact Type Permanent Permanent JD ID Impacts Impacts (acres) (acres 3C W�Fnd Excavation 0.67 0.67 Wetland Excavation <0.01 <0.01 4 3 Permanent Fill 0.13 0.13 Mechanized 0.01 0.01 5 Wetland Clearing B Permanent Fill <0.01 <0.01 Mechanized <0.01 0 6 Wetland Clearing D Permanent Fill <0.01 0 TotalIm actsx 0.82 0.81 '�"I'otal unpacts due to rounding. Also, the amount of permanent surface water impacts at the Site 6 has been reduced by 0.01 acres from 0.20 to 0.19 acres. Overall permanent surface water impacts are now 0.21 acres. Mitigation No additional mitigation is proposed for these impacts. Both the mitigable buffer impacts and the wetland impacts have decreased since the previous permit was issued. Mitigable buffe'r impacts decreased overall. The new mitigable, Zone 1 buffers impacts are 56, 291 square feet. The new mitigable Zone 2 buffer impacts are 56,625 square feet. The permanent riparian wetland impacts were reduced by 0.01 acre and are now 0.81 acres. 3 Re�ulatorv Annrovals Application is hereby made for a modification to the Department of the Army Section 404 Individual Permit as required for the above-described activities. We are also hereby requesting a Modification to the Individual Section 401 Water Quality Certification from the Division of Water Quality. A copy of this permit application will be posted on the NCDOT Website at https://connect.ncdot.gov/resources/Environmental/Pa�es/default.aspx, under Quick Links > Permit Applications. A copy of the CE is also available at the above website address under Quick Links > Environmental Documents. Thank you for your assistance with this project. If you have any questions or need additional information, please contact Deanna Riffey at driffey a,ncdot. o�v or (919) 707-6151. Sincerely, 0 � Richard W. Hancock, P.E., Manager Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List � �. � � � � � � � � � te � G 6a �^ �, ° v�,��y � H �, �� � �+� � �tew ta ��a �,�- ��� �,�� ��� a: in f, ;1 l� V M � � V W � � � � � � � M O V � V � � 0 �1�/ See Si�et 9-A Fo� Index of Sheets See Sl�t 1-B Fo� Corn�entlonal5ymbols ���°�� �1�' �����i �.�������. rrwis rewecr ,ereaeHCe ero. i � n i, �n GRAPHIC SCALES DESIGN DATR 5o a5 0 50 14o ADT 2015 = 24540 ADT 2035 = 34700 PLANS K = 10 % D = 60 % 50 ?5 Q 50 140 T=� %'" V = 50 MPH PROFILE (HORIZONTAL) " (TTST =2%+ DUAL 3%J 1a 5 0 t0 sp FUNC CLASS = URBAN MINOR ARTERIAL PROFILE NERTICAL) SUBREGIONAL TIER rrepmm lar in� ivonn cara�na ueporrmen� ���u�����nnq� ]yyDRAUL7CS BNGINBER PROJECT LENGTH \,��`,� oj?Fanrporradon in th� O,qica ol a� o�,1N� C;�Ppp��,� ETHERILL !liJONE51KY.41PROM 7N-`. 1M bi�qh, N.C. ])dCd n�N. ne.r-wn w�: vroanwn rm: siv es�eior LENGTH ROADWAY TIP PROJECT U-36158 = 3,326 MI LENGTH STRUCTURE TIP PROJECT U-36158 = 0.062 MI TOTAL LENGTH OF TIP PROJECT U-36158 = 3.386 MI 7012 STANDARO SPBCfFICATlONS RIGXT OF WAY DATE: EDWARD G. WETHERILL, PE APRIL 27, 2009 PRO)8CT &vcLVr� LETI7NG DATEr GREG S. PURYIS, PE JANUARY 20, 2015 PRQJ6CT DBSIGN SNGINEBR IJCDOT CONTACT� BRENDA_ L. MOORE�PE SEAL � 3 012575 a a!;'CIN'�,`,°��a �' �, �..�..•1'�,a �q P6�t�P�� P.6. 'URB: �„min,,,, ,N ��RO�i•,, ROADWAY DESIGl�' �tE'ssiq'y�'�"+%a BNGINEER $EAL �� 5 044999 � ; `.yc intt�y\s ,+' . u„„ ����``� r.�. � pNCflQ1f0.Y P,E. ? �� 1i� E� B RO Of MO iX ��� c'°a . . O > : �P t �� �f f11Ah��oP O � � w w w » � � w � SKETCN SHOW/NG BRIDGE IN RELATIONSHIP TO ROADWAY StO. 237t2$,OO BEGIN BRIOGE 55� coNC. s��wax � 'CONC.S/DEWPLK TYpE III � � 7YPE I 5, 2'6'C&G °' I� °� rrrE w � � �, ,�� std l d`�.� �`� U-36158 9 RM' SMEEi N0. 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THOIIPSON a�/ �/ PD �Q- R4'S�42o/�JLE ' r�\ 5'T xp �k //�/ a. p -� El BPREpDE r�L �° � / j � .,"�.P BEE DETAII c,y % l�N l I `m � � / � �- r.�1a 2g��+o�.09 � � / '8 Wp � \ k a +, ' ooE ioTCV� ��i,� � � k , \k�� �i� x � � + -r � +i O �\ \ l' _/ 9B 4\� �!1, // / .34 Sq93�2J, �--��� / HO �\ � O . \k �v' r�.1 % / / CITY OF HGH POINi 38 23'w ��/ �" P �} f� / s �� i i a� IOO• 0' BETTY H, iHOUf��N \ � "F\ -F . � � � � o° y� GRAPNIC SCALE ao'a¢° DETAIL'__ � ��y STANDARD 'V' DITCH DETAIL 2 DENOTES IMPACTS IN 1 Nof Yo Scale� STAN A A DITCH S U RFAC E R I ��+ot ro 5coie� N8��o5, natur i � � �r^ 935jy-F craind 2.� p Z.� cround� Groi»a p,y� Nro�na E SNEET 21 FOR -L- PROFILE uln,D ='L,hF+. NIn.D=45 Ft. 8 SE ET 26 FOR -Y35- PROFILE `9�06•Oh� FROY STA. 240+25 TO STA. 241+42 •L- (qT) (ooe 2o cv) B' Z F*• u SEE SHE -5 FOR TEMPORARY ALIGN �'e2 DETAIL � � DENOTES TEMPORARY FROM STA.242+35 TO STA243+33 -L- �RT��E5T,140 CY FXC.J , IMPACTS IN SURFACE WATER � 32� ..,� u-�6�5e 10 m -Y35-PCSto.l0+0�0 5.pn P/Sto l/t/0.23 ris ��u �•ro�w�w ..., M4 SHEETNO. P/5 Sto 24/ 8.43 P/ SJa 242+96J1 Pls Sra1Z44+1377 ��_ L� = 5 5/' 33.6' (LT1 gs = 0' 0/.3' p= 2' 3g' 07.6' ILTI 65 = 4' 37' 14.3' p=� 5P 46` 45.8' fRT AOADWAY DlSICN rnoawucs ��, 9s - 54'O1.3� ENGINEER ENGINEER -Y35 -P00510 l0+ F�� „� 2,� 0= 3' 06" 54,2� �_ � D P,38' l3.3' �_%j0,p� Ls = 150.t1d D= G 09' 39.p' - BEGI . C NSTR ri K I �j ,a6eo �� ,�� i� L= 220.20' �T = 3.33' L= 162AI LT = 73.33' LT = IOOA3` L= 840.46 Permit Dr wing ' � � t.. zzab T= 110.23' ST = 36,67' T= 81A2' ST 36.67' ST = 50.03' T= 45/.38' (� � � R= 1,839.32' R= 9 3 0. 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B SE ET 26 FOR -Y35- PROFILE �v o �� � FR011 S7A. 240+25 TO SiA, 241+47 •L- (qT) cooe zo cv> B° z Fr• SEE SHE -5 FOR TEMPORARY ALIGN � 4 DETAIL IMPACTS IN SURFACE WATER �� FROM STA ]42+35 TO STA ]43+73 -I^ �RTJ �EST, 14D CY EXC,J � � WETLAND PERMIT IMPACT SUMN9ARY WETLAND IMPACTS SURFACE WATER IMPACTS 2n Existing Existing • Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill in Fill ln in Clearing in SW SW Impacts Impacts Stream No. (FromlTo) Size / Type Wetlands Wetlands Wetlands in WeUands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (tt) (ft) 1 170+67 -�- 2 66" RCP 0.01 <0.01 119 16 2 180+59/188+46 -L- RELOCATE CHANNEL 2.20 594 10 ,� n�nv rii i ini n�nin 8,,,�y 3 197+50/204+26-L- NAT. STREAM DESIGN 699 10 760 '3A 199+27/199+95 -L- 2 54" RCP <0.01 <0.01 38 10 3B 208+63 -L- 48" RCP <0.01 <0.01 109 4 BANK STABILIZATION 10 3C 201+27/204+76-L- NAT. STREAM DESIGN 0.67 <0.01 63 4 218+72/219+72 -L- 2 30" RCP 0.13 <0.01 5 231+60/232+27-L- 30" RCP <0.01 0.01 <0.01 131 16 5A 232+g7/236+40 -L- ROCK FILL IN LAKE 0.01 6 237+2g/239+38 -L- BRIDGE 0.19 0.29 SUBTOTALS: 0.13 0.67 0.01 2.45 0.30 1763 66 760 ✓� Note: Site 2A has been eliminated due to Roadway Design eliminating two travel lanes and median. ysiros WETLAND PERMIT IM PACT SUM MARY W AN M A S S R AC WA ERIMPACTS an Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill ln Fill in in Clearing in SW SW Impacts Impacts Stream No. (From/To) 5ize / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design ac (ac) ac ac ac ac) (ac) (ft) ft) ft) 7 12+20 -Y35- 42" RCP <0.01 <0.01 49 19 8 266+36 -L- 8'X8' RCBC 0.03 <0.01 186 32 BANK STABILIZATION 101 SHEET 1 SUBTOTALS: 0.13 0.67 0.01 2.45 0.30 1763 66 760 SHEET 2 SUBTOTALS: 0.03 <0.01 336 51 TOTALS: 0.13 0.67 0.01 2.48 0.31 2099 117 760 BRIDGE SURFACE WATER TEMPORARY IMPACTS = 0.29 a.c. (Work Pads) ��r� !� �� NC DEPARTMENTOFTRANSPORTATfON DIVISION OF HIGHWAYS GUILDFORD COUNTY /� ^ qW S - 34962.1.1 (U-36158j EGT I�C�f�rf Rev.'d 10/28/14 4/9/2013 � � � � � �n � � � � � � � Z �o � � Ki {�y �A v)) � ��� ��w � �-�Q �.,a� r u+� � tew �, �� ��� ��� e��� ��� �n�� � � M � � � � 0 � � � � � � N 4 V � V � � 0 V See Si�et 1-A For Index of SMets See S/�ef 1-B For Cornentional Symbols ����� �� ����� �c������.� �e�sf� arnls paaacr wnuncc [m. lJ—�c515B GRAPHIC SCALES DESIGN DATA ADT 2015 = 24540 5�0 ?5 0 50 �� ADT 2035 = 34700 PLANS K = 10 % D = 60 % 90 1�9 Q 50 �o T= 5 %" �-; ; .-� ; �� � V = 50 MPH PROFILE (HORIZONTALj * (TTST =2%+ DUAL 3%) �o � o io zo PUNC CLASS = 'r-rrrr �� -� � URBAN MINOR ARTERIAL u PRAFII F NERTICALI SUBREGIQNAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT U-36158 = 3.326 MI LENGTH STRUCTURE TIP PROJECT U-36158 = 0.062 MI TOTAL LENGTH OF TIP PROJECT U-3615B = 3,388 MI � of 7Ya»+partadna in ths 0,@"ice ETHERILL ess:oneswxwn ic.a 7tn"! tb INEERINO ic'�9F,N.Q916C6 ;;i::::::'� �w�..na.�a.tn s.��, nsenem� ra.�. ra esu�.o� i017 STA7IDARD SPECIFICATTONS R1GHT OF WAY DATE: EDWARD G, WETHERILL, PE PROJBCT 6NGINSSA APRIL 27, 2009 LETTING DATEr GREG S. PURVIS, PE JANUARY 20, 2015 PR(�jEC7 DBSIGN BNQIlY88R NCDOT CONTACT, BRENDA9 L. MOO,R�E�PE �"""'��l. HYDRAULICS ENGINFsER lH„ CARp�� �i,� �FESSIp,�;� � SEAL � 011575 � �HOINE�'~e. �' ♦ 4� F'• pi,� ��, P.B. v : plunq�ry 'H CFRO��.,, R0�3DWAY DESIGIJ �tES s �c�;+�' '� fiNGINEfiR sea,� ��� 3 0�4999 1 � D98CRRTIOY P, E. NN, UTL. CONST, R�� e o 0 1° fx c� 1'� �o� . g w � � a 0 6A \ br �F TII N�'O 0 � � � � � � � � � � � � —L--/ �"� $c� —L— —L— —L— TEMP PR��ECT REFERENCE N0, 9HEET NO. Pts Sla i58+�4A7 Pls Sto 163+70.3/ Pl Sto �67+89J7 P/ to l7/+59.42 U-3615B 4 N6Y•97'O?'E � 6s = 0' 22' l es = p� 33' OOl �_� 5d' 54.9' fCl'J �= 5 27' 19.5" fLTI R'W SHEET NO. 100.73• Z� ys. �� � �\\ �= 6 , � s�� D= r08� 45.3� D= P3r 09.r ��AENGIN eRSIGN ENGINEEAS �P ssz•aras'w w�y ° L= 77219 L= 425.3/' Em ip 256.t6' H6752'S6'E � 4p� �.T ° 64� N62'48'13'E ---- z�.aa- �,n awc �= 32 T= 386.8G T= 212,89' a coMC zov.i�, �; O �j �� / ST = 32.Od R= S,Od0A0' R= 3J75A0' r+oN sez•se�p'H �00.96' N a 4 OS = 50 MPH OS = 50 MPH FLOOD PLAIN BENCH DETAIL "AC" oZW \ y �/ �� SE = 0.02 SE = OA2 m,9g, PRELIMIN R� PLANS �^ S)6 ZZ � / �` RO = SEE P(.AruS RO = SEE PLANS DD NOT U58 PO CONSTRUCI'[ON N � Q9'p. -/� . 5. N W � \kd \�p l lJ" � �.�. 2! BA1 8� �I6IZATIO�\ `" � �y /I N HAOA H. PerrpN �iP� � s M,9Y a ��� l/ /� � '�o . oP N � OEOTE%TILE FAB� C (,uo N.O. � \ � `ry �/ � ll � /Oq�� y � ' 039 Jen�� ironWln !d.lull� 16� ^' N «1'EL 164.J � E� � , �J > • ' llbi<� i�� Mo. FdJ77 ,� S� �'V"$ � \ ... 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OTY. 8 TONB RIPRAP, 22 9Y �EOTEXTILE) m�� �P 258'op•E r s`.1 ��p /%,� �� ` � o ` � �P 562'48'02'iN � / �, ' � �� , Buffer Drawing . , ,�� i� I ' � e� . 4�� � ���� � C4�Y O ~f � k OM ERS A�SSOCeB10N Sheet�of� / , ' `E�1 / _/ 2}i� 0 �JBS � � o v v Nm s�i2a��-�� ll �I I/ \��T xP «^� b, � P���G, �O�/ti /�� I � ~ J / � I � r (� ' L %S�CO �6.3'�'�..3 � �q4qy,C"'� '' �' J _ � NIZ�3.3i� 4 w8 p XJ ' ' ' ` �; , ��� �°''eE � —L— STA. 169 +46.53 POC ' � �� � F ANK � �� �o. �o TO o / END TIP PROJECT U-3615A 1 �y p � BEGIN TIP PROJECT U-3b15B o 1 1 ti N q� 1 � iso. '� p ' M! qy PA� o^ �q : ) � G N,� 0 7 � y S69'3I�n�,�, ��o � 9 ' EIP f �h 'o e �"� y \ �'�BT q y � � � _ /BaQyyc I �� I p6.74• � o � �\� r oE�K-� _ � � i �x a�•w—w—�k� ti ` ` Eo .aoo �� , �r � i�� ( ����. 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Strr�Er ,w �v� / � ALL, o, %'' �k +� �. y� � � ��.,}:j �� EXIST. M4, 60.00 .78' � � f��' / � I� �/ ;',;� . t�.. �� .� �30i6"�. � / / / � $T. AN NS ON $KF� / / p/ � , � k BEGIN CONSTR CTION z�°°� '•R�P��� a5.5J• � �� H ON i S�, SS�� P '45'4pE � y0�,o�"`" � j�� /•�T � �SBKO —L— TEMP POC TA. 169 .� C 9EA pEL IL 0�'� % a s�� � �� � ' � �� �'3 �9 FJp � �" ' � s° �,� / �..w`� OF�SET = 21 7' RT. ti� � aE��° oE°R4L 'AC" j 16;3� n6'F. �'� �/ � A �� / P� / � J m i :� 69 0',90. 0' � N' —L— STSto.159f08A7 � � i �° ��ya� �� � p° -,c�1 � k e1 � f S 9.07'T0.4NSI ON a� � � / p �o` / � ,c�y_,•� o SP .. y� � h 1 °L° CSSlo.158+12A7 � � � cb�� /�•��✓/. ____' Nf4N Y4N � �NCr �g �o��HO,� S � � % � �H � az � E 2 /� � / / ALLOWAB� 0ti / ` , � � k 4SS0� S /�4tQ�1 eti� e ������� ALLOWABLE IMPACT ZONE 1 �� / ,o�/ ALLOWABLE MIll14N G. / /011 "'°..---�.. �6,)r CURLHS I��� �� 10�� 565•4��' -� / �\\\\\\ ALLOWABLE IN��'e �TS ZO � M SEE SHEET 18 FOR —L— PROFILE y� sgB�?�9 GRAPHIC SCALE ,/ � �.r. ..e�n 02. q�/� � �.��� / / 120' s✓� ,�� 22200 �880 �500 u500 9sa� 5s°°J �ioo n�o /9500 -C- I180� �� -L- SR �820 � 3� SR /820 �22GY1 �8200 sR �eis �onHSON sr. EST.2035 AaDT 100' 0' 100' GRAPHIC SCALE FLOOD PLAIN BENCH DETAIL "AC" epr�gHge�a�u:uT:or FIPMP B OEOTE%TILE FA9. n. o. �•--�-� \\\\\\ ALLOWABLE IMPACTS ZONE 2 �y z�� ,�y, \ ?TYP.) ?.� �6�B�EHt1 a�. 0.8' 1.6' h•� F7� MITIGABLE IMPACTS ZONE 1 4EOTE%ryTqILE EIAB. IXVIVBUNIEDfl�(�L (DDE878�CY��E�B� OTY, B TON9 FiIPRAP, 22 8Y OEOTEXTILE) �!L:�l� MITIGABLE IMPACTS ZONE 2 IDDE 88TCY�1E883 aTY� 18 TON9 RIPRAP� 39 SY OEOTEXTILE) ������ ALLOWABLE IMPACTS ZONE 1 � � I '° v �/I� � �S U-3815B 5 � . WW SMEET NO. ROADWAY DESIGN HYDAAULICS C�� i� ��� x Buffer Dr WingNGINEER ' Sheet � of �3 k/" � w � �RELIMIN RY PLt�NS / DO VOT U56 PO CO.�*SfRUCTION . .. .. .. .. . , � .. .�_ .�r � .. .. .. .. .. V . ae wo ' .. .. .. .. � ' .� ' �� .. L �y / JS 5 '. �4�'� . � .. � � �. `a�` ETH ILL l9�en� � ne�.i� w. wn. i � �,i.iah, rv.c, ��6oe .. wo��. r+a. wm cu ' - irvo Eur. 919 Al11077 . . � � � rou 919 171 1107 . . .......:::::::::.. . . ...: ..:::::.:::.:... � 'esi -� ATXMf PININPC/OESCM 9RbGE/57R4C71/RE C�ESTiM ' — �`J' --cdsL e a�saw-- rn,crKw assEwalav V � � � � � � � � � �� � i l � ������ �� I�� ���J � �h � � "� I I � � �,,\ �� � � � � TE 2 � i i �'� � � � �-� � � Q � � 2� o � I ;� ZONE�2 A�LOWABLE � ��� Q � j j i ALLOWABLE ZONE 1 � `` j� � 13 ALLOWABLE r I� I ZONE 1 I� � I ALLOWABLE = SITE 1 � » � �� '� � ; � � � � � I� I g 0 5 ��� �/ O 9E�pDE7�/L� ON 9HT.�2DA7� ,� � / .� 7' p`y� � � i i ZONE 2 � // PCAIN2BE�CH DETA� "AC" 4 ��'��IGABLE 3�`&G \ y BTS �7 ZONE 2 �� I BHT.�2CA3LgONpL000 /BHEO 2C 3L6 FLOpD y� � -�yTEMP PRC Sto.17,'1fTl.S4 21 ITIGABLE �B PLAIN BENCH OETAIL "AC" � B2 1 BZ 4 "'�• � � / P AIN BENCH OETAIL 'AC' " � I /� q� J 811 .B r Sf R / + .. .. .. .. .. .. .. .. � �Si ,. �� / e�"� /� ��"�' � ,..�St � Sr.. ' --�_Sr\.._�`sr az � �,��-eZ,_,.,�,,,��. f 1 PUE 1 � n . no os� � � N <N> – � o 5'� � � '' 02 ' ' � � �S\ S � _. ��—S .. / . � / , . � 91 � � BZ 7 BI } + . " .. �,;;r� . 15 \ ei 1 .� eo, o�,a .o �"r�w-`"i). .. PU �' P9H TON '„ E 1 � 9EE pETAIL SHT. 2D-1 � � i � °L'� TIAP LLOWABLE � &' � M Y ABLE _Fs — _F_...— -F-� � F� -�— — 1 ti ZONE 2 �F c , z4•. au �� ALLO ABLE F` �. F—. -- - �F— — F— -� ae. cAT-, _ �, � �� ob � _ .._F �-' .f � � ss ^'�F-- -f— ���c--'— s — —�_—____—__— �_—_.-- �— �� �/ -- - �E� �yg {ppp 2z095r CB /� ��< A ��__'_`-__ _ :o -- '""A-----------�--- �r� F�- — —F—� — �z�i�e� a NC Nw — F— — �F �F— — F— •F— -- coNC Nw . �-�F` i \ 201 � ( E E � � i —�p E _�— f— PU� 60.00'� ZONE 2 + 1.03 - 30- — PU P �4 P_��.9,�,84�74' 74,49-_. � � �3 � �MITIGABLE 84��ZONE 2 � + „ � �� c�, ALLOWABLE � y 89.40' � � / �Q `\\ W' � w 3� � \� � � c ZONE 2 � � ,� ��\ � A�LOWABLE ALLOWABLE I � /\ ` AIATCHUNE ST 23 �� Z 0 N E 2 / �� :���..,�-� A�LOWABLE � �� ALLOWABLE d _. � � ��� � \\ � � �'� j ��� � ��� 4ey� �\ � � � �� d MA CH[ �� � `�� I SEE SHEET 19 FOR –L– �ROFILE I SEE SHEET 25 FOR –Y30– PROFILE �� ��� �� � r _I� �y � I / '� : � � � I�/ /� � J M� IGABLE -L- TS Sto.182+0&.92 � 14 ZONE 2 MITIGABLE - SC Sro.i83+58.92 – � - 0 � � � � � � w � � w u � � / / / / 13 LEE ypRRICK AIOORE.JR wo � � AI '" � urenn� e�se oiTCn � Nei fe lrol�) �m rcun •7 p 1'A1. llaP� GFOIIMILE B MIn.D= 3.5 FI. •Wh.n 1 b > /�0' d- .1.3 Ff. 71d.Ne.l76.01 B� 6.0 Fr. Typ� e1lln�r.CU55'B"Rlp-RaP h� iA Ff. FRO�d BTA, 182+1p TO BTA. 786+8p L (L7J (DDE b68 CY� E9T. QTY, 170 TONB RIPRAP, 378 SY OEOTEXTILE) � STaNDARDE2.5'IBaSEADITCH f Not f0 $CdB) NoT� Q'OUnd .� p .�\ p'Wn I Garexuu � Min. D= 2.5' Ft. B = 2.5' Ft. TyDe of Llnar= CLAS 'I' RIPRAP (E9T. OTY. 11 TO�YB RIPRAP,22 8Y OEOTEXTILE -�' " E� �J 2.6'-BA9E DITCH _ / "" 8EE DETAIL 2A" 1 , ZON � - IGABLE rUTlAAI lASE OR<H I SE! DETNL AB r6 S �ti 100' 0' 100' GRAPHIC SCALE C±5 15 JASON ERIC HARRI$ �1 ' l 1 I I/ ��i, . �i� i N� �E'1 � �� � 6 I 1. ', ,l 1 tl• -L- ST I SITE �' z � £ � ^ Q Z , oErni� e m= s;t a a:t, n= o.oa0 ��_•�^�"•' 0p10�ad16Z3f�8e ,,,, d . � therefore,p�to� 0,46� e u��.e:2 v.. �e"' �"o�odor e aie = a�' 9� ' � I2 = 4.4 in�/hr. p2 - 1�8 ofa � � I10 � 6.8 111./hp, � �10 = 2•3 cfe �,/7 DA ao ec. g., f� �^� ( rc = io_m�n8? �,i Avp, 0 17 n ��l I � MILLIAIJ J.NAGY FROM STA. 188+42 0 BTA. iB0+36 -L• (LT) � ZO N E °' MITIG ZONE 1 �� MITIGABLE c�Ae N cNe I 19 \ _ i LINOA S�uNONS 1AnNSF�ELD � � ex 1 ez 2 � " CLA888„B" BZ f' BZ � 1 8�� � � 5 E 14B Y) ILE a I I �LA 88"9" � 5 9Y80 e� � cr'd'� I HF�A1ti-arcowc p OEOT. _, ppVD CI7Y a. �/�y��a.� �' �% � � y � :.; , � * *. � � �(�•�,,��� ,,,�-,,''��''''��� I��I��I�i���IIR ���•- . ,•��n�n-- I �i�►�,.�/���r ��•K .,,,;;, . ;•i :'x � I/��%%;�'��� �\�;r. �• � p , �� `�' � � �!�► �,� -�� � �� -- --- - ___ __ _ _._�� -- .____ - - _��= - �� � , rf ��� f ZONE 2 F-- ""� ALLOWABLE ss'� �v'w'�v � �� � � �� � �ti� MONE 1 �LI NOIN!!0. lNOIN!!A �uffer Dr win� Sheet `'� of 3. PRoEL�MINo Ro �PL1AN9 60' A�- --�FfLf-F- -F- _- F� `- "p` � � G G v Y __ y� ��9n7,'.�, �i �........:::,.,::: --- - N I Z I " I ANTER � ix ^ �1� ���W :U,r i �r / ... � � \ � nsrn+c P� L �j P i� .....::�:�:�-�.::�::� �.-- � onstr+c n�M � a � �-- � • _ �I . ...:.�.::-:::�... . . . \ �:: I I L 4 ,� ..::�:::... � � 1�, .. W � Q 1 9EEPOENAILN�74" � �CB ...,:�,.-�::'`.:::i . --�'� HISTORICAL ZONE � HISTOAICAL EJ I � � ,n, ' �"'�""�� . PROPERTY , M I T I GAB L E PROPERN � � REMOVE CB � � � t:11 � KAREN � KEVIN DILL j����j � BOUNDARY 1 60UNDA0.Y � �.' � � � �, ZON E 2 r ro. �ofss.�2 i � PT ro. n+�s.o2 N�� MITIGA�L� p� Sro.�O+g ji o� � {� NF�� 2. J e o0 1 -L- cs sro.lES+2�.37 I Q � �'flR�1 T�UA� E ° � ��oNg , � �� zo E 2 I I� � � , a�nss swn�� , g Pp�P B ', Pdc sro. i�2a3 M I I GAB L E ��T�I Iw � � � � 25FD SEE DETAIL B 7 gy pEOTEXTILE � , END CONST �CT/ON . � + �a _ . � 1T4.00 � - � " - - ^ i \ " � �7p � . cR, _ - " � � n�ca���r I � {� s � 1,� f �ssKo Cl}A93N�B,� � � �o�� l � � � � � L----r B .. .. B . � � g I 1 `"" -� � � cm+rc / � 68P3YPQEOTEXTIL� � � /� �4 1 \ �?, �'% PQT S //f¢� I \� �, II -��l Qpp g � � �� t:1 � � v25F0 II m ZD ml I�fIXX- 1I SEESDETAILE��6��' / / � 1 1 : � ' 1` I II �i � �x - ,f� KE�TH & SARAH CHAIILE I I 25FD � i ` til � ��.� J V-OITCH ZONE 1 1 l�.' � � B I YOHAYNA$ � GNUL KHAN II I� 4 �� 1 ' ' � J � I Ji}9.9�" 9EE OETAIL ��,��MITIGABLE �� � � + � � �.. II W �� �-�j pgZ• b'E � HISOR I GAL �� � I) / x� 18 . � I c� I I Ei f� `^' PROPEATY P I / � A�� " J �7 7' �ZONE 2 � BOUNDMY \ \ a���� � � 582' 8 45'w MITIGABLE � � � � - U ��P � ' �� S �P �a � j � � _ � � {j�-�� ,�,� � � MITIGABLE IMPACTS ZONE 1 ARLAND A. BLO�R, JR ��n � � - \ �^ , r'j F � ' � o� CLaUDE EU ENE LEMIS __ �� N�n �� MITIGABLE IMPACTS ZONE 2 DETAIL 9 1� \ ORASS SWALE DATA (�rom besin N1) ORA88 8YL4LE DATA �"^�roT�•� �i ����� \� ALLOWABLE IMPACTS ZONE 2 y . 2� HISTOWCAL/ � m= 3':1 8 3:1� n� 0�040 a= 0,4+ba 3:1� tt = 0�040 «��a a �^'�n° PROPERTY pE TAIL �Q BOUNDARY m in. d� 2' c ui�.a • 2 Fr. f6E-PFfOTECTION e • 0.3� 410�=d1 �7b' fpe 1 iuot ta scaie� V2 = 1.86 fpe I 020�=�1o63ff�a STANDDARD iV'DITCH therefore, q�0�= 7. ' therefore, �20�= 0.43' ��P F�� a 1�' c Hor +o Sca�e� Norura 11 vooe min. lenpth Pf ewe�� = 792'* min, lenpth�ot ewele • 78' � �oun4 a E�'a req. L= 272 ' req, L= 4II Nar��ai I2 = 4,4 in./h , Q� 12 0 ofe Ip • 4.4 in,/hf , �2 � 1.5 cfs NO � I10 = 6.B in./�ir., 0=�6.2 ofe I10 =p6.9 in./nr„ 010 • 1,8 cfe c�ou�a � p ti� d= iFt. OA = 2J2 flC� � TC = 104tAil�7C lAIn.D = TC• 10 IAlII �'6Ft• TyDe oT Llner= PSRN Avq o = 0�8 Av0• c� 0,79 IAfl%1AIUTA �BnQYh O088�b1B F0.0M STA 194+50 TO STA.798+96 -L- IRT, FROM STA 196+15 TO STA 197+96 -L- {AT� (DDE 2027 CY FROM 9TA, 183r66 TO BTA. 18b+83 •l• (PT) (DDE 37 CY) FROM STA.19B+09 TO STA,198+76 -L-1RT; FROM 9TA.1B3+78 T� STA'iBb+7B-L-(RT) pRON 9TA,i8b+78 TO 8TA 18B+b7-L•(RT) -- � !79 Jan11 � ro,� 919 !!1 070'. v - RR/OCEiS!/il.C�a4E OESp - c�wsraucr�ow oes�Av�rRw � I is T C. �7HTOwER � � �t❑ v /� � SEE SHEET 2B-1 FOR -Y30A- INTERSECTION DETAILS SEE SHEET 19 FOR -L- PROFILE SEE SHEET 26 FOR -Y30A- PROFILE SEE SHEET 28 FOR -DRIVEWAY- PROFILE PUE AREA WILL HAVE DUAL USE. PDE WILL BE FROM R�W LINE TO LIMITS SHOWN FOR PDE. BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD PARALLEL ZONE1 ZONE2 TOTAL ZONE1 ZONE2 TOTA� ZONE1 ZONE2 SITE NO. STATION (FROM/TO) STRUCTURE SIZE / TYPE CROSSING BRIDGE IMPACT (ft2) (ft2) (ftz) (ft2) (ftZ) (ft2) (ft2) (ftz) 1 170+02/172+39 -L- 2 66" RCP & 24"RCP x ssss 1671 2 180+10/187+26 -L- LT RELOCATE CHANNEL x x 3975 2546 31061 13632 ROADWAY FILL 8 GRASS 2A 187+61/190+55-L- LT SWALE X 2456 57i� 26 192+48 -L- LT RIPRAP PAD X 51 ` 3 197+50/205+22-L- LT NAT. STREAM DESIGN x 5zas7 31125 45810 29829 3A 198+75/200+23 -L- RT 2 54" RCP X 22�s 623 3B 208+02/209+14 -L- LT 48" RCP X 6967 4638 3C 202+g6-L- LT LEVEL SPREADER x sa 4 221+g7 /223+01-L- LT 2' BASE DITCH BYPASS X 1166 sss 5 231+05/232+65-L- LT&RT 30" RCP x ass2 a22s SUBTOTALS=: 2s755 14819 86004 50474 45810 29829 BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. STATION (FROM/TO) STRUCTURE SIZE / 7YPE CROSSING BRIDGE IMPACT (ft2) (ftZ) (ft2) (ftz) (ft2) (ftZ) (ft2) (ft2) 6 237+2g /239+38-L- BRIDGE APPROACH X 3478 �s�a 6A 240+18/240+g1 -L- RT "V" DITCH BYPASS X 1271 asa 7 11+52/12+g6-L- LT&RT 42" RCP X 3933 2aa� 8 265+24/266+91-L- LT&RT 8'X8' RCBC x ssoz 4658 8A 271+16/273+92 -L- RT 30" & 24" RCP x �22s 2536 1385 1493 SUBTOTALS=: THIS SHEET 9908 7455 10287 6151 SUBTOTALS=: SHEET 1 28755 14819 86004 50474 45810 29829 TOTALS=: 38663 22274 96291 56625 45810 29829 0 � � � � � I � • � � � � � � � V � � V � A P+DRT/ON OF TH/S PRO,IECT /S W/TH/N THE AIUN/C/PAL BWNDARlES OF C/TY Of H/CH PO/NT ����� �� ����� �������� �������� �� �������� See Sheet 1-A For InGex of Sl�ets See Sheet 1-B For Conventlonol Symbols NCDOT CONTACT:B.Daq Toy/or.P.E..PRWECT ENG/NEER - ROADWAY DES/GN UN/T �CLEARING ON THiS PROJECT SHALL BE ESTABUSHEO BY METHOD iir �� vv �V PLANS RUGTION P�epa�ed ln �he Ofl�ce ur+ HYDRAULICS BIYGINEER DIVISION OF NIGHWAYS GRAPHIC SCALES DESIGN DATA PROJECT LENGTH WANG ENGINEERI11fG COMPANY, INC. STATIs OF NORTH CAROLINA ADT 2008 = 9600-23400 CARY, N.C. 50 25 0 50 100 ADT 2030 = 18100-40400 LENGTH ROADWAY TIP PROJECT U�615B = 3.438 MI POR NORIN CAROL7NA DBPAR7MBN7' OA 7RANSPORTATTON DHV = 10 % LENGTH STRUCTURE TIP PROJECT U-36156 = 0.040 MI z006 STAII�ARD SPECJAICATTONS PLANS D= 60 % TOTAL LENGTH OF TIP PROJECT U�3615B = 3.478 MI r.x 50 25 0 5o ioo T— 5 % RIGIiT OF WAY DATE: CLIFTON T. REGISTER, PE SIGNATURS: P� V= 50 MPH APRIL 27, 2009 PROJFCT ENGIN6SR ROAD�G N� IGN STDBPARTMEI�'G OF TRANSPORTATION PROFILE (HORIZONTAL) TTST 2% DUAL 3% FEDERAL HIGHWAY ADMINISTRATIO l0 5 0 10 20 LETTING DATE: SCOTT L. KENNEDY OCTOBER 15, 2013 PROJFCT OSS(GN SNGfA�BR p� APPROV6D PROFILE (VERTICAL) S/GNATURB: DIVlSION ADMINlSTRATOR nars -L- -(,- -L- -L- TEYP PROIECT REFERENCE NO. SHEEf NO. P/5 Sfo /58�y�N407 p�s S►o /63f7031 P�Sfo /b7f89J7 P/5►o /7/+5g42 U-36156 4 � N62'97'92'E � � �2G �f � � Q�,�.3��.% �� ���•giL%i � � 5���«ri�i(.%i PAY SHEEf NO. 100.33• P395, �. �� („S �� �� rQ�'45..� �� r,�roer ROADWAY DESIGN HYDRAULlCS iP 562•32•45'W Eip L� n2.� L�,2�r ENGINEE0. ENGINEER o O /� i.S EIP 256.16' N63'S2'S6•E peY" � eb LT ��� �% ��i.ai zi.qn• w�o �� ST � 32A0' � r� 386.86' T� 2/2.99' N62•q8'13'E y . E1P zo,.�,. ,� O �j ST 32A0' R. 5,pip�p.00' R■ 3775A0' coqc ioo.s5• y 5627892'W o �y MON �. DS ' S0 MPH OS � 50 AIPN FLOOD PLAIN BENCH DETAIL "AC" OZW \ y SE � OA2 SE ■ OA2 PRELIMINARY PLANS �7( DD NOT V86 POR CONBTItUCi'ION o _ � s�6 zz o� \ � `� '� RO � SEE PLANS RO ■ SEE PLAMS qqV'' BANK 6J,A�ILIZATION l ����,\E/P /� F ZE\ � � N pg�so H. PAiiON NIPflFPIMRLET ONLV) � BMAY $ � I '�. �S D .£IP PB 13 08 PC 026 \� z8 P�3 � ✓/ � // m �� �/�� � N.O. r� LL 6q•I5 � c, � Il �'NPB � . � �/rETHEHILI 559 bma RonN�n nd. sune �6� p 16�. � P o/8 / Fia c Vl � A �u' ,�.� . ��n, �.�eoe Z 2' 2�� _ 9 3Z� � � � \�\ Q�� : y°ap n � iw: v�tv es e�o� S� 37• / / � � // 0/ ENGINEEflING �ryP � 7 5� BE Yp - \dd ��" l/ 6Rl//C N)Sg9 8 E � y` ,��'�' /h :l� -� ss•e � Af.� ra,wsnaviu�ur n�wrwciaes+cw - er�ocEisrw,erwie aESCr � // 0.6' 1.5' b=5 Ff. N m DB 69I Np �lY ^r 40 /� � �l � l L 'V CMUSIfE LFLGN - p5/('PS - MMSfNKTIOW OBSEMNAN — • NATIVE MATEPI�IL qv FlP PB ��2 pC 662N /� I �/I [� �SFp Q� N �(� / INY. BIINIEU 7 � ,/// T II0.00' a7m BI.9�.Olb �� �E1P B�P��HER . 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BUPIEO_1 _ _ _ _ _ -c- srs►o. n2+�o.so s�ol�a, Eau��an s►o n2+�o.so eK - slo.n2+72,69 AH , /�� ;I O sv � ,.yy �/ OWNERS ASDSOCIABION a� t���/ DB 7274 PG 2699 �flEADWALL PB I57-72 (� �/SHT.O2TOI8 FLOOD +es.00 -L- TEAIP // PIAIN BENCN DETAIL "AC" . �/ R/SER .. .. � ��0 � ��4P �.�5' � � +65.00 � a � z.• � � � r � PUE PUE 89.40 -1 - �,�o � i-�- -F— � � ns 2 �y �� � � 2h QO U� z / �y � 2Q,0 -L TEAIP o�r s%. ve�o%o� err - OFFSET e 0,00' °' s,s.ee• n �� FOX RUN LAND CORP UB 3709 PG 2090 BZ � 0�' �' � PSH _ BZ � � PSH � , � SEE DETAIL SHT. 2-E 861.26' IANE TRAr15� N �'.� eo.00• R � �� . _� F_ _ � F _ _ ��� ��. �� :1� � �,� G � < -L- -L- -L- TEYP Pi s►o �+ey.n P/S Slo /72�a6.50 P/ Slo /75+8952 D��OB' ��LT! ����, ADl 0� 0' 5' 502 RTl � - n2.r� cr - r�e,oa � - 4ss2�r �= �� ST � 321a0' R. 7 500A0' DS ! 50 AIPH OS ' S0 AIPH SE � OA2 SE = OA2 RO � SEE rLANS RO � SEE rLANS — __�esr _ _ _— ^ . j'�` T _— _ — -- � p F � 4 , � F � �� PAVED SHOUL�EM1 � 2GI � � F i��E'P/ H/� fl/F i av uav �'� � �� �� �7 .75 � n � /_\ � < / w, lo \\\ � + WILLIAM G. CURLIN \\ � � '1 DB 9908 PG OB80 � � I�� ,e� � I �' � SEE SHEET 2�1 FOR WTERSECTION DETAILS �66 SEE SHEET 79 FOR -L- PROFILE � � � SEE SHEET 25 FOR -Y30- �ROFILE � BZ � � � � � � �} � i►d 1B+5974 �} � +36.35 50.00' m o I �� � / � � � HEADWALI +07.Y SEE DETQi]. ON SHT. 2-u"�t FLOOD - • / PLAIN BENCH OETAIL "AC" 74.33' HIGH POIN�� LIMIT (IM � � � +38.90 � BI 1 90.( p•-6F �&G IIYP.�� f a� F —� CRE(E SIDEWALK (IVP•) 5-!�•-- 19 5' COF7�RFiFSI�WA E IS 4 P/11 2,�. C8G ,J i Z !Q � :p=v(u� � =W-��� PROIECf REFERENCE NO. SHEEf NO. U-3615B 5 fNY SHEEf NO. ROADWAV DESIGN HYDRAULICS ENGINEER ENGINEER !Y� /��tis�1 r���li�f � PRELIMINARY PLANS � DO NOT UB8 POR CONBTRUCI'ION � � �`ve ti" ' . sss �e�., rm�Ni� w. s�m te� p `/�' /aliph.N.C.]]606 4G.00',54. ' Y Y ETHEflILL ���a� No. F-o3n V ' �p - ENGINEEflING a�,: 9i9 est eon / \ Fm: 9/9 851 8101 'B I 1RAYS/qY�piOM MM4�G/l1E'SRiM - 940CE/5TIMKTIMIE RESIQY C1Y1/SI/E OESR�M - GK�6P5 - Q7NSINK7iPY (tlSElMM4Y c, �} � /. f 2� ARD L. & TAKiRA K. �GAN [98 3509 PG 2165 / `4�8 116 G 093 I � � .s I - t� 1 , +'it �� � I I � g ��°\\\ �� ,� I �� I I \ � C3 � � 1 i . � � � ' � � ♦P5.00 �B I 46.00' I W I 13 I�� I p LEE VARRICK MOORE, JR � oa sioi Pc oioz y PB 077 PG O55 + 73.74 �i 1 I � I END P'-b• C6G _Y�_ �S/O. r8+�6.39 N i �_ >. : o• 3 3 I SEE DETAIL �, .SHT. 2-E '�� 11Ci�yy:� ��'/ \ .� • • :� �� I , � i �� � � � I • �• �,;�I !���. �'I��I�''tl` ��— � � ���i:_ �? (ai<71'� � `� � �_��� � ' •_'�_ •- 1�; �'� �/� � Q�� � ��� �1 �',i�l�-�� / ` � �a �\����� ���a� — ���■ / , / .� .� m.�� �/ �o ' � `` ���� — � � — — � !t� � - � ' ��, � - �� �� �C�_�� ,�_ � i�i9►� , � �: �,�+a: � '� .--'�j : �� i f � ���� ' I li/j' � j .� • � �r��:�� • I �t�"'��.: , � � .� �1 � I/�t ?t� � 1 ��'n� � : ,/ ,��i I���I��I�II��� ��__ /�1. Q BL-29 � m � �� , . � CH[,�NE► �STa : ; M� 23f0lp,qp ' II � I I � IIII +80.37 -Y30. a, I 62.00'.48.00' �I i i �� i ND . 2�+80.37 � ,� - �' ,� ��� � coNSrRUCr% II ia / �I II , IIII ' . �� > 'I'I9S _ � � � � � L- TS 51o.182iAB92 i +80.37 -Y30. �4 �4Z 55.00',45.35' � GARLAND A. BLAIR, JR DB 2991PG 729 DB 6854 PG II01 PB 056 PG 139 � �'r_ cr c►..iar.sa 0 oA��� 3rj O �� u = W ~ � o a W ��� �O Q �zZ� � u�Q � �3 j� U' u. < � Q Q P 2 ^ � � � V �a Ua Q � 6 �O N ZZ Z � 0 O dF� � U� F P 0�J a U � OZ V 0� � y Q^ �� o � °' � �d �� ��cG S �� Ja� � Vl P � a� Z vZo; � �LL a <o � u� �+� 0 3iZZ� o � �� �oV a�o �?Z t Qa' �j�G(o N Q6 Q O � w � U' '~^ � yWjU I � w� 3 �� o � °G Z LL��o�z Q °O dz Ji� �a "rL u+ -� U (�WU'�5� Vo�Zp � �gu�N � � 6Q Z �3ZO Z � O� ts�a°F��, �Q �W ee Z? °` � Z � � � �°�Wo°p<� LLz°�"�z o0 N6 � Z 1 �V � ��a a � �� ad f o ��� � o ori � F�� � a �� � ��� Q � �� DO p00 � N y Vl UI � � � � � � � � � � �' N � t'l Y c �' � � �' / / / / 13 LEE VAItPoCR 400fiE, Jt OB 8� PC O�OQ PB 07i PC pSy ....-. � ww b s.oM�...... � p l:N. S I d �° cEOIIXfNE B Min. D= 3.5 H. 'When B u> 6.a d= 3.5 F. SM.Ne.!]6.01 B= 6.0 F. Type of Iirwr=C1AS5 'B• Rip-Rap 6= 5.0 k. FROM STA. 1B4+10 TO STA 185+50 �- (lTl � STANDARDDE2.5'IBASE OITCH (NOY fo Stabl t i rountl p . ouna �rpmip Mln. D = 2.5' Ft. B = 2.5' Fi. iype Of L�nsr• CLA55 7'HPRAP FROM STA. 186+10 TO STA. 786+16 -L-(LT) (DOE 18 CY, EST. �TY. 16 TONS RIPHAp) � (36 SY OEOTEXTILE) � �� ��� 2.5'-BASE DITCH SEE DETAIL '2A" � /� m r� TPpE0. r i '�� t +50.00 unnu e�.se ortcn see o�ru� �e + . ay 79.38' 104.3 ' ��5� 7 -F� �50 Ga' � S�Q�N� �l i 5 LpNG B vc GE � / / CB � / / / � � � x // �/ ` ` /! / �y � � � u r� e� , SEE DETAIL "1 � d'� a � fi -L- P!s S►a /83+QB.94 P/ S�a /85+9,�,q4 P/s 5►0 l88+72.3g es - 3'26� i5.9� �- 2r�4� 35l rRT� 6s -�2b� i5.9� Ls � 150A0' D� 435' 0/2 Ls �/50.00' LT � lOOA2' L� 463A5' LT � lOOA2' ST � 50A2' T� 2.i�A2' ST � 50A2' R - �zso,oa OS � 50 AIPH SE � OA4 RO � SEE PLANS 15 �p9 �1lPoPG 0�lf�T PB 0�7 PC OS5 I I I � �� Q` t�1.LW/ J. NAGY �r� °BVe o» r°GC ss € � � � � p -L- POTS►a -L- ST Slo.189+72.37 � j Z -D�NEW'4Y- s�m�a� evuor�a► S►o 189f72.37 BK - SfO.189+75.30 AN Bz 2 � . °r 1 TONS I I �?, BI CLASS "B" RIPHAP BZ � 1 TONS� �� 5 SY GEOTEXTILE I � 5'�V 70NS � �q B � (DDE 148 CY) � _'I u RLIASSrcB� 5 SY OE� � Je .. .. �.. 2-4 ' CONC � � � ����-n - '� �" � I �. � I m I 35.00, ^ +40.00 NI��SIt��� � 35.00' 52 �5� � o.o I �o.op• \ / $.�' L m 40.00' I S -�` ,,[ aEMOVE��Yd � ' �F� HIGH POINT CITY ppND a. /�.�'1� � �,� : . � � * � � r * q���� � !� /:�1�,�l�r �J� � .� � ,�)/��,v.��t` `_ %!�� {� � ;��p: �.. �• � a ' : r� �` * � �._�.�...r� � �- - - - � -- -� �---- -- /�' ��A�� 6 PLASTI _ _ � �F% 1 GON�� � 5 �-----� - 1;� I � � B I HISTORICAL �=1 I � / 84.51' BOUNDARY � I � PLACE � � I I .� 5/p, � ' SAFEfY FENQE OJ +55.00 'O' 95 ��UND SP�tING HOUSE - - � / � � � � � 79.60� ' s�TON� HISTORICAL SPRING HOUSE ��� CLASS 8" p�y• � S E DETAIL�"9" jISVA0E0TE%TIIE � NOT TO BE DISTURBED /� ��' �y +n.00 � °THE CO�IIRACTDR-S19AL� � i END CON, L 2 oN � � �R tlLLY RESTORE EASEMENT � � � r� c�a s'�e" �3 /�oa kREA ?OQ� CONDITIOh(� � v I � SBPSPGEOTEXTIL Q k EQUAL �pR 8E7'TER THA7J � � � ��W(iAT EXIST �R TO THE PROJ�tlT"� Q SEESDETAILE"9" I / / �\\ � � :SF� � � �\ �\ ,'�3 � � �I I e I ��STO�� � � � � � � + , � IP0.0PERTY pr/ / 80UNDARY \ \ \ 3�� �„ � � \ � /3 � � 5 14 74Z � 1 �� I� �^� ��// � I Q I o°Be s�es+�c .'�o� ,�+ ��`" - \ �^ _ ' � � � -ARNEWAY- STA/9/f82 RT. �e os� �,� � o J a� ���y'S --,"v' o°aea,`"`r P/ S►o 10+55.4/ P/ S�o ll+a4B3 �� PB 0!0 PG 0!9 BOUNDARY I ��.;.3'29'.3B.S�iLTI 0� 40'4Z�IPIiRTI ' D� �9'094 D� 2�59'094 R � 30Ai0' R � �30A0' HISTORIGL� BOUNDARY I T I I4 DETAIL � crw* *o s�d.i�N STAlDARD 'V' DiTCH �xor to scae� Iqtkd �ypp� crou,e �. oune , D , :°W'rM ,- �Ff. MIn.D =1.5Ft. Typs O} Llnsr• PSH4 FROM STA.194+50 TO STA.195+96 -Ir IA FROM STA.196+15 TO STA.197+96 -L- (R FflOM STA. 1B3+55 TO STA. 185+83 -L- (flT) (DDE 37 CY) FMOM STA.198+09 TO STA 198+46 -L-(A � 41 b=2' OETAIL 9 m= 3:1 & 3:1, n= 0.040 ����o� s = 0.5� V10�=d1 3�fps ou� V2 = 1.2 fps ° therefore, d2 = 0.45' e �"a • 2 F�. min. length,of swale = 97' req. L = 50 I2 = 4.4 in./hr., a2 = 1.8 cfs I10 = 5.6 in./hr., 010 = 2.3 cfs DA = 0.50 ac. Tc = 10 min. Avg. c = O.B2 FROM STA. 18B+q2 0 STA. 190+35 -L- (LT) -y�/� 1 fy� yry� •/y� m �/./VA� S�D� IV-il/NN{/ Z� S�O.ro�.ib CM�E 1�11 CHA O � � � � S 19 Po� °C�� +eo.00 i LNDA SMIONS MANSfEIo 65.00' � � � � � PB O71 PG 05'} STRFIM RELOGTIO� EE TU TR . DESIGN PIANS L � _- � e � I -_ � BT. � BI )� � ,n, . �X LJ I�/ / f'/'�,-�s � ���"" 51 '.. JS __"'�iS�uFSW � / �F- - _F- f� � �/ / �� HEMOVE 2GI roN /�� i ` {� ��f-1� s� P ERiV e e oucr = i \� � M Po% $ // � I I/2SFD I � � -J� �_� I' �� 40xA1MA5 � C�#rL/�N KHAt1 -X�� �8 �pR�EN , BZ PROJECT REFERENCE NO. SHEEf NO. U-3615B b WrV SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGIt�EER ENGINEER R�✓l,r�d ��1��� � PRELIMINARY PLANS no war oee ron coNeTnocnoN � 359 law FmnMin Fd.Srita 1M PaLiph. N.C.2)606 ETHEHILL ��'Q"'• NO����� - ENGINEEHING B�n: 919 851 8011 fm: 919 B51 810� ,RAMSI'OP,p9Y,U,WINC,AESGY - 9VGOEISTIMK„A9E LIE9p, avcisnc ccsar - as�sas - cavsrwicrav a�sea,vav , � sqs.. • . �..� � � 60' --F- --F- -�F- �� F� � 'F- � �, � 2'-6• C8G (rYP.) .--. Q SIC � 7'-b' C8G (fYPJ p PIANTE g�, - � 4�F..f � � W 0 � pq +4�1 � 25' 30.00',25.07' FFATHER = RES�RF. � -Y A- POTS .lI �I , II� � E �NnR K - IA- POTS .L' iseKo coxc II � II 20 IfEIiX l SARAN CNAI OB 60ffi PG ii5! II t PB MS PC O1! �I W II E� N82'9.9�'6 E - � �T � FROM STA.183+78 TO STA.185+78•L-(flT) FHOM STA.185*78 TO STA.186+57•L-(flT) DETAIL 9 OHASS SWALE DATA (from basin #1) ORASS SWALE DATA �w�.oemu b=2' b=2' s= 0.3�& 3:1, n= 0.040 $= 3�:q�& 3:1, n= 0.040 w�a a min. d= 2' min. d= 2' p �a, p«. V10 = 1.75 fps V10 = 1.13 fps V2 = 1.65 fps V2 = 1.05 fps therefore, d10 = 1.4; therefore, d10 = 0.49; d2 = 1.3 d2 = 0.43 min. length pf swale = 182'* min. length,of swale = 76' req. L= 272 req. L= 42 I2 = 4.4 in./hr., Q2 = 12.0 cfs I2 = 4.4 in./hr., Q2 = 1.5 cfs I10 = 5.6 in./hr., U10 = 15.2 cfs I10 = 5.6 in./hr., Q10 = 7.9 cfs DA = 2.72 ac. �A = 0.42 ac. Tc = 10 min. Tc = 10 min. Avp . c= 0.86 Avg. c= 0.79 • Alaximum len0th passible I II� ����� I � A TOE PHOTECTION W PSflM LIN�N �� � � � S E DETAIL 74 I �I �KAREN L REVN Dll I � � OB 6Q1PG MiI � PB 09! PC O!! I C� � �4 COxC I S�C�� � 1 �W-- . FI.Yl�1 � � Z� BR!!9 P�G Q! �R 9 09! PC 0� LJ � 4 �� � Q� I � �X, � I �� � I . R�. °' ,�'" Q eti � SEE SHEET 28-1 FOR -Y30A- INTERSECTION DETAILS SEE SHEEf 19 FOR -L- PROFILE SEE SHEEf 26 FOR -Y30A- PROFILE SEE SHEEf 28 FOR -DRIVEWAY- PROFILE M 1' � � V � � i � . O ' N : � � � � o � � ` O � N � [ d � O � F 4 o � z _ z W � � p e � � a�� WN U � ( e LL� a �UaC w d U °' Z OZ y y 0 � �� � O� a �� O Z J a °O LL � Q O . � �a _ � a o � �O Z W � W � Z ���_ °C W U �a�� d d0 a 0�00 N ���� W�w� N Ul ����c ^ N M N - "CONC.S/ � � � P * �' h n V � , � k � � n r: P � 5'CONC. TYpE III � � SIOEWN.K d ti � 1J f 5° . H � oZ Sto. 233+ eN �� )uo4 d 01' i � uZ J� p( ;U ) `c )M roZ �Q i� �� W )� �Z 1� t� iw 20 �6 '� � ��p �(p �W O 'a N�.�f� ) � M a~ t W �W � 6 ltl(�j) � �► 4'-9' C6G 1'-b' C3G .. ___ ' • n' 4 ON y�E P� W 2 � '(R� CbG 50' C , � .. . .. . .. .. " ; � z ° �� SHEET 2-M B � z's\ N�`- r I V .. E 14, � ^ O�. C� \ 5'CONCRETE SIDEWAI!( � Sp�, 94 / ` j � � .0 Y'-6' c6G ' � .. 97 � \ . f. � v +00.� , F F � � •� \ � �C- � F� I � 35 �W �- C- •C� ' °�' � �� CONC. ~ ALL G SS SWALE � SL CE TE V �� � E DETAIL "10" SE�T� 838.0 �� 5. 7 0 . �0 4 E 210 CY +16.66 33 �pTEflAI V DITCH � n + � CLASSS"B" RIPHAP 5 TONS 2 jZ � 100.00'' SEE DETAIL "6" + N SIN 1 �� SY FILTER FABRIC CLASS "B" P •� ��'��� �� BEflM DITCH LtOA N.SNiH� DDE 19 CY �Z r �pp' fn y EE D AIL\ 1 SY FILTEfl FABHIC ' SEE DETAIL ' S" �/Q BAl�( QF AI�RICA 9�_98 + Z" SHT. -F � � ' BEHY D[ CH �TNUSi 5 � � SEE OET IL "5" �� PC drs 5 t� DO N� � cu°sss„ „ ni nnP � eozI cnr ^ � �sFO � POWER T' 5 SY FI EH ABHIC m : SHE.�2TA r� \� � I R GU. : -L- CSSio. 226+16b6 `je �, � {'� I � -L= STSi0.227+�,� THI� 60F��NCE HI�ILI�iHTEDI � � � 35 m BM•i� WILL N T BE Dt5T11RBED -_ � � FILL W/'FLOWN TD�E�,AIL�3L � � RO ��e *o �AKE � ESiATE OF OLIE MIA� L �\ /I FILL uARDRAIi � MOOOMO � �� �J �0 \ � / I m � k.o�r r� � y,�. ew.• eosw � l-Y.�4 TStO. l4� u, i�*K i�prk ORASS SWALE DATA (from besin ) DETAIL 10 I� � � Roa i� �p. M.�.S.Eyv.: W b= 0' �w� �o sm.� I � �. eox.w ro e.r. '�Q s= o'.'sa� i�a �+�o+ �^Xi4- POTS ..4f5 SEE OEOTECN FOH POCK SIZE ANU Ol1ANT1TY 5 �Q�' min.�d 402' e 17768 w �� B�N�%�C FNpI BT�. 232�]1 To sTA. 23,.5e -�- DETAIL s� V10 = 7.44 fps D YInC • 2 Ft. -(- ` -(- � BERA1 DITCH i V2 = 7.35 fps � �E T A IL f i �� �wo+ fo xaei therefore, d10 = o.e�' �� � 1 33Y� �� � � LATERAL 'V' DITCN d� d� d2 = 0.74; lIBB S1BI �� cNOr fo Scob� �engt� of58wele = 3B8 �� I �-�-�{ " q. - � � * J- I�' siooa I2 = 4.4 in./hr., 02 = 2.2 cfs j� '�� w�a p ri r. q.o•v.c.?N D I10 = 5.6 in./hr., �70 = 2.8 cfs �p .�� MIn. D= 1 FT. TC = 10 min. WATEAV/EW RQ � D= 7 Ft. MIn.D =� Ft. Avg. C= O.B5 �. I EST. �3 AAOT FflOM STA. 226+pp TO STA. 227+60 -L-(RT) 2b3! 4IATCHLINE FPOM STA. 229*75 TO STA. 231+00 -L- (HT) FflOM STA. 234�68 TO STA. 231+g5 -L- (flT) SEE TH/S SH DDE 19 CY FflOM STA. 227+60 TO STA. 229+75 -L-(RT) (DDE 247 CVI SKETCH SHOWING BRIDGES lN RELATIONSNIP TO ROADWAY 5' SKETCH SHOW/NG BRIDGE t lN RELATIONSNIP TO ROADWAY Sto. 237+28.00 BEGIN BRlOGE 55•coNC.siotwauc WACK 'CONC.SIDEWALK iVPE 111 '� 'Q �E � 5'L17NC. WALL SLAB 5s•coNC.s�otwax h rscec '� e � �Ew�vx 2�anr,POE 3isr T rne m ! M� � � � ie �� �- � --► ` PE �� � . � � � Ze Csc lyre m '= � 2 � � 5' CONC. SIOEWALK Y�E ��� 5'C17NC.SIDEWALK � 55'CONC.SIDEWALIC p� � �r $10. 2� ias• ro 4es� + d�� vc n BE6/N �qB H 34 S�o^2.i3+�. • - 3b6'TO 096'f075'YINJ / •• - 437' TO 5b4' f2A' NINJ ! � GHASS SWALE DATA (IN MEDIAN) DETAIL b= 0' ue+ m sea.+ m = 3:1 I ��rrr.� ry n = 0.040T0 0.39s � -� min. d- 2' o.os �rrr� V10 = 1.74 fps TO 1.24fps ��,a. 2 V2 = 7.64fps TO 1.16 ps therefore, d10 - 1.0 length of sWale =°dos' DETAIL •• req. L = 95 „�, ., �„ � , I2 = 4.4 in./h�., �2 = 2.9 cfs 1 h=�T�� I10 = 5.6 in./hr., �10 = 3.7 cfs �' DA = 0.95 ac. ' °�051T1P�' Tc = 10 min. �a . 2 c = o.oa FROM STA. 229+00 TO STA. 232+p0 -L- (MED) (ODE 535 CY) **FROM STA. 232+20 TO STA. 233+05 -L- (MED) (DDE 20 CY) -L- TSS�O. ZZ9'f 97 00� PINC 224.19.80 80.72' 5' CONCRETE SIDEWAl1C (IVP.) PUE i � pUp .. PUE.. .. .. .. .. PUE \1 2'-6' C&G (ttP.� 92 �� � _F_ _F F- � � N PUE -�-- PUE S/0. "LJDrUb.,93 -L- ENO APPROACH SLAB � '�' S1o.234f82J9 -L- � S►o. 234+57A1-L- $LI� C�n 9iASR4f.I _/ _ -- 'L- -L- -L- PROIECT REFErtENCE NO. SHEEf NO. P/S Slo 226+66b7 P/s S►a 230�36,0/ P/ S�o 233+l6B7 P/s Sto 235+92J9 U-3615B 9 LS • �5p,Qp' [,s � ��� D � 44G'28T fLT1 � ! ��� 0.0ADWAY �IGNEEf NO. �,DRAULICS LT ° I�Ar LT � lODA2' - L� 4� LT � IOOA2' ENG-NEER ENGINEER ST � 50,OP ST � 50A2' T� 23088' ST � 50A2' I R � 1200.00' �l�J'rd� (�%� � � � �/� �'MPH PRELIMINARY PLANS SE � O.{R DO NOT UBB POR CON�fRVLT(ON RO � SEE PLANS rn 510.2.i7f28A0 -L- �cJ BEG/H B�t1DGE S�a.239+62A0 -L- �n S/ 37 4 -- E H � BEG/N APPROACN SLIIB SLAB z,�"•sca�"s � S►o. 239+3BA0 -L- s�o�vnuc 50• -L- STSio.236+92JB EN BR/DGE N Z -L- POS S►o.2.�6+5gJ1' �� ` Q� �� / � P -Y-34 POTSto.l0+00A0 ,� � -L- CS Sto.235+42JB f � Sf1__ r � S is � -�.. , CI��-Ti PG SS�T �+85.99 f'S - P� « ,_ BY34- POT 5*00. 0 00 15 REMOVE FXISTING R�SEEFD LAIL ��3KE GUARDRNL ITIO 'S�\ 85.00' EWALIC 50' . B .00' 0.43', 95. ' � \Sf 88.00' GAS L�NE � 89.40' PU Q 1 �E _F / p EXTEND � / c� d / � . 0 � C / .a ;e', . �/f ��,� ��' 1 �� 1 ,1! =��.,;,�%,,��� � . V � � � �� � ,, • c+ ��.�///�ll •����\ i,I�/"i�.� I� `��` "-%�,,/�� ' �A � �"J���% �,���r*..•.�::-'-�� %/...�•�i_ � ���j'-�� � �/��' - • �, I•• �'� � _ .I � �� �'���`►�����iCI��.�����i � tr�f �,,,,�/�;�� ,��� . � � i / ��� _�,`/��'I�/ � :��� ��� �_ ��i .� `,, � ��//y l�Y����M����f.r,�'i;�.,_„ ... . i1� ' � 1 /� na. � 36°� 34 ��� S CITY OF NCN PONT/ >° SH DE mL SHT N2-E� n�� � ~ � 4 / ¢ ./ -Y - ►0. f7 � /G PRAP ���� I � � ,. , � V / / 4 � -0 �// // / / / , 5 Q . - - ,l :/ � � � 1 .5 � � - / 3 2', 68.0 � - - - � 4 - - - � �/ ,y// � A fl q 1�.p4 �Y / � �%�' � .aa�, .00• P/ S�o 1I+75J3 � �� 293P 00.4 fRT1 Pl S►0 /3+58.45 T''^ D � 1430'OOA' � `G57'll2fRT1 a �x�i � ` �� D � 409'P4A' s. ,ao.00• � R� 395J4' T� 8385' R � 1,38025' '� * S' SEE SHEET 21 FOR -L- PROFILE � SEE SHEET 26 FOR -Y34- PROFILE I � FOR STRUCTURE PLANS SEE SHEETS �1 TO S- , -r -pors►o. is+n85 � PROPOSED SIGNAL I �� I