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Home My WebLink About20180964 Ver 1_SR 1379 FULL PERMIT PACKAGE incl SWMP_20180711DocuSign Envelope ID: 3DB74A77-12FC-4CF9-8113-08C4E28416E5 N � N � W � ;K Y� ;N, a. v,� W. * ;K * ;K * .W. W. * * .W. * W .W. �C k ;K * * ,W. W. :K :K I' '< ;K ;�. ... . , V: �: . t ,w, r: 's. L� I`�l 1 I'�,I 714 8 3 8 '��'� ST�TION �� f�M SET IN E�EVRT I ON = 3�7 � 3F� E 2��1�� 15 + 62 0�� 22 i=; I�;I—I-I 24 " 0�1�; .Y �" >. .,. a; :i�: ;S: a .:l x y: t� i: .. ,.. ;k: 'k: � %�: X ;K :K `K ,o. %: � W. ;k Y .,`i W. :?L ;K ;!' ,,. :� � X /: :1: DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCGS FOR MONUMENT "GPS-2�� WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 714251.11(ft) EASTING: 2091028.27(ft) ELEVATION: 374.34 (ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.999892693 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "GPS-2" TO -L- STATION IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 Polnt North E�st Elev�tlon , � �� — — � � �1-=� � — ��—� I ; �;�� <<�7 �� ; —i I �' � l , �,-�� i; � �� - �, -�; a , , _ �� i I = -� �� -� :'� '1 �' I � ��-1 � � I , ' � ' / I-11-1 =' � . , ��, � I-�. l - I , F I � �I � �— �_ ,_ � 1 _ � _ �''�� , � �— — I- I - I � - � _ ' � �, �i �,-,i �, _ -,� _ i � i, , � - I i J - � � , i;_ � i; `i �' I�`a I i� �� 1=? F' FFE=310�19' 1�,_�� X 6�_1�" ��UMo ��OY STRUCTUR�� P��TE PIPE—�1RCH WITH ENDW��S i + 73.48 52.86' LT RIGHT OF ENTRY +29.32 53.17' LT +10.71 48.75' CLASS II RIP RAP LT ;, .,��. esto II tons � �, � esto II sy geotextile �� ,�r�-��- �� ' ��, �; �+ 11.04 � EX. LT proxe toe of fill/rdw�j�ditch�J'v'=29 �, T ��> I " �;' �' —=—�--- .. �,Ui � �R�YAN G �B 15167 �R� ��4 �%� 1379 (PEl1-�NY RDoJ YURKO PG 972 PG 856 approxo shoulder approxe toe o - — , PAVEMENT �, + 32 . 6�=� ti � 56.54' RT �� rn � �o �, RIGHT OF EI� ^' o .� � TONY W DB 13519 BM 1999 WOODALL PG 2134 PG 203 DETAIL A SPECIAL CUT BASE DITCH ( Not to Scale) Type of Liner= Class II Rip-Rap Min. D = 5.0 Ft. Max. d = 8.0 Ft. B = 4.0 Ft. QEAN R LAllARO �B 8536 PG 41� RAA i47Q pr �ac� W� � � ETHERILL ENGINEERING 1223 Jones Franklin Rd. Raleigh, N.C. 27606 Liscense No. F-0377 Bus: 919 851 8077 Fax: 919 851 8107 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ClVIL/SITE DESIGN - GlS/GPS - CONSTRUCTION OBSERVATION PENNY ROAD (SR 1379) CLASS II RIP RAP W/GEOTEXTILE este 57 tons esta 58 sy geotextile + 95.84 35.13' LT + 96.18 EX. RNV LT � �F��I-�� R�I� , — _ - �� — �� WOC�DS �roxa toe_ of ��ill/rdwy ditch � — — — oulder ��o �� 8� c,��a / �q — �� -: ( j- ��,� � I��.,� �J r\ f�1 I� �' L- -, �� l- _ � � _ _' —�%� shoulder �� — - PAVEMENT � - �..—i d- I� r-rrri i � w y � i i �. i i i;i�E Y I � T I N G � ' ' �d � �II� ( )1 �? �_;. �' � ��✓��` -� CLASS II RIP RAP W/GEOTEXTILE � �J ' , t. � 8 tOnS � + 2 .96 �� `� EX.R�W T e�;� �8 sy geotextile ��. � `` „ 32.72' RT '� �\ , � ��,�� `�� + 2��0.93 ��-� �-,, 46.16' RT `�'��' �� ., CLASS II RIP RAP W/NO GEOTEXTILE �°<�- �� ESTo 23 TONS , + 97.63 �' 60.51' RT �'� + 81.09 EX. R�W RT 60.24' RT 49.00' RT CLASS II RIP RAP (see deta i I A) est. 176 tons est.178 sy geotextile SPECIAL CUT BASE DITCH (see detail A) SHEET NUMBER 4 4A 5 6 EC-1 THRU EC-4 TMP-1 TH RU TMP-2 S-1 TH RU S-2 ��\�� L1J � J�' 1�LM � � PROJECT REFERENCE NO. SHEET NO. SBPR.2092/ 4 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER /26/2018 /26/2018 ' ��n��►�� n�� ,,��N • C A R �� i ��,,�� • C A R �� i ��.''F�SS�/p. 'y9 ��. .��.''FESS�/�. tiy �� :'�O tiq � � � :'�O N9 � � ' �� SEAL !• ' = �� SEAL �• = : 022999 : : 15833 : . . . . �'��c �' F�'G I NE�'�'�5 �.��' �'�.,✓F' F'�;G I NE�'�'S�,i��'� �'�'• ��i �.•S . P �� i��,, y �L . ��1.�� —Doc�Signetlby: ,,II�IIII„',, DocuSignetlby: 'I�IIIII,�r, , S. �uVuiS � �. � � —o,FOF��zD30CUMENT NOT CONS'IDQERED FINAL UNLESS ALL SIGNATURES COMPLETED SCA�E l" = 30' �- PLAN VEIW BYPASS PUMPING PLAN ELEVATION VIEW TYPICAL SECTIONS, PAVEMENT SCHEDULE, & MISCELLANEOUS DETAILS EROSION CONTROL PLAN AND DETAILS TRANSPORATION MANAGEMENT PLANS PIPE PLAN DETAILS DocuSign Envelope ID: 3DB74A77-12FC-4CF9-8113-08C4E28416E5 � Z 0 > W � 3000' ELo 30509 2alOR TOP l05' ELa 30qo FLOW=� E�a 2�8a5 o ` „ o, E�o 29606 15a0' ELo 3060 LATTER� EADWALL qo51� � 10'-9" x 6'-10" ALUMo ALLOY STRUCTURAL PLATE PIPE—ARCH 56 DEGREE SKEW 58050' . 071'7o2q'. Iqo47' 27�42' E�o 3060 14oq7' .7024'.9037' 31 08' _ E�o 30704� ELo 30T �0 2�805 ELo 2�8a2EXISTING ELo 2�703 ----2�56" RCP ------' ELo 29706 TOEWALL � 8��I 8a92' � 8092,18092' � 8092' � 8o92qo0 Io0�0' PRO F I LE VI EW A�UMINUM 35a0' WITH ENDWALLS rELo 30703 �2olOR FLATTER �ELo 3�402 TOP ELo 3�207 �05' SILL(typo) E�o 2950� ELo 2�409 2000 EADWALL FLOW� E�o 2950� I,i E�o 2�6a� TOEWALL 10'-9" X 6'-1 �" C O RRU GAT E D STRUCTURAL PLATE PIPE-ARCH PROPOSED ELEVATIONS: CENTERLIINE ROADWAY OVER PIPE ELEVATION = 307.4 I N LET: TOP OF HEADWALL=305.9 TOP OF PIPE = 304.4 STREAM BED= 298.1 INVERT PIPE = 297.6 OUTLET: TOP OF HEADWALL = +/— 304.2 TOP OF PIPE _ +/— 302.7 STREAM BED = +/— 295.9 INVERT PIPE _ +/-295.9 CENTERLINE LENGTH = 58'-6" OF 10'-9" X 6'-10" CORRUGATED ALLUMINUM STRUCTURAL PLATE PIPE—ARCH. ONE 36'-0" WIDE BY 10'-0" TALL (UPSTREAM) AND ONE 45' WIDE BY 10'-0" TALL (DOWNSTREAM) FULLY WELDED STRUCTU RAL ALUMI N UM STRU CTU RAL PLATE H EADWALLS W/2 SECTIONS OF 10'-9" X 6'10" 0.150" ALUMINUM PLATE STUBBED OUT, WHICH SHALL BE FULLY WELDED TO ALUMI N UM STRU CTU RAL PLATE H EADWALL. MI N IMUM COVER =1.5' AT H EADWALL; 2.3 AT SHOULDER POINT. Iv�1AXIMUM COVER OVER PIPE = 4.2' AT EP HIGH THE STRUCTURE AND ALL COMPONENTS SHALL BE DESIGNED TO MEET OR EXCEED ASSHTO HL-93 LOADING. SIDE SUPER r � � , ETHERILL ENGINEERING 1223 Jones Franklin Rd. Raleigh, N.C. 27606 Liscense No. F-0377 Bus: 919 851 8077 Fax: 919 851 8107 T RANSPORT AT lON PLANNING/DESIGN - BRIOGE/ST RUCT URE DESIGN ClV lL/SlT E DESIGN - �lS/GPS - CONST RUCT lON OBSERV AT lON , PENNY ROAD (SR 1379) , . ,,.. ,,., , , ROADWAY TYPICAL Natural Ground PROJECT REFERENCE NO. SHEET NO. SBPR.2092/ 5 WW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER /26/2018 /26/2018 ,�� CA R p� ��i�� , C A R p! ��iii .��r''�ESS /p'/�9,��i .`��''FESS /�'/�9�'�� . : p ,l,'•. . . : p ,j; • : •� -9' : : •� y' : : ' � SEAL !.' ' : ' � SEAL !•' : : 022999 : : 15833 : . . . . ��',,,G ,' `•��'G I N�`�'�'\5,,,��. .��,,,✓F • FNG I NE``'�'Sk.i��,`. �'�'• ,,,,, �� 11111� ��,,,, oo��s�e�,�� I%111\�� 0,,, —oao�s�y�¢a cy: , � A C Ouin�;c Q�uh. �. �:..,,d,� ,FOF��E�3CUMENT NOT CONSItlDERED FINAL UNLESS ALL SIGNATURES COMPLETED PIPE OUTLET DETAIL ( Not to Scale) � ;� I nws Geotextile CHANNEL BED � (Variable) * VAR. 1.5:1 TO EX. BANK Min. D =TOP OF BANK Type of Liner = CLASS II Rip-Rap Natural Ground PIPE INLET DETAIL ( Not to Scale) � � I nws Geotextile �1 CHANNEL BED Variable) * VAR. 1.5:1 TO EX. BA�K Min. D=TOP OF BANK Type of Liner= CLASS II Rip—Rap Natural Ground Natural Ground Date: Project Number: Station: S kew: Size/Type Pipe: Type Entrance: Direction of Flow: Hydrological Method: H.W. Control Elevation: PIPE DATA SHEET I.D. No.: SR 1379 County: WAKE GP Elev.: Shoulder Elev.: 305.990 56 DEG 10-9x6-10 AASPPA H.W. HEADWALL LT TO RT LSo USGS urban 20% ia lnlet true inv. 297. Invert Elev.: 298.10 ft Sheet of Designed By: JLL Checked By: 307.42o rt Plan Summary Data Drainage Area: Design Freq.: Design Disch.: Design H.W. Elev.: H Q100 Discharge: Q100 Elev.: T.W. Overtopping Freq.: ue inv. 294.7 Overtopping Disch.: Outlet Inv. Elev. 295.20 ft Overtopping Elev.: Channel Specs Slope: 0.94% Lt. Side Slope 1 I Base= 10 n= 0.045 Rt. Side Slope 1 Outlet Control HW Vo c+D)/2 ho H L'SO HW ELEV. (ft/s) L= 58.5 PIPE CULVERT ANALYSIS (English) RCP=.012, CMP=.024 n= 0.0327 Size & Type TW Q Nat. Allow. Inlet Control SIZE(in) # FREQ ft ft^3/s H.W. H.W. HW/D HW (ft) Ke dc Pipes 10-9x6-10 1 10yr 4.49 420 1.01 5.93 0.5 4.10 10-9x6-10 1 25yr 4.995 510 1.17 6.83 0.5 4.57 10-9x6-10 1 50yr 5.31 570 1.33 7.76 0.5 4.86 10-9x6-10 1 100yr 5.65 640 1.50 8.75 0.5 5.15 .7 sm. 25 yr. cfs. ft. cfs ft. 50 yr.- 500 cfs. 305.5 ft. 1 1 14.85 Partial Flow 10-Yr 5.00 4.83 1.93 2.90 3.86 304.03 7.49 INLET CONTROL 520 5.14 2.86 2.90 5.10 304.93 9.09 INLET CONTROL 5.35 5.38 3.57 2.90 6.05 305.86 10.16 INLET CONTROL 5.49 5.57 4.50 2.90 7.17 306.85 11.41 INLET CONTROL Recommendation: 1@ 10'-3" x 6'-9" Aluminum Alloy Structural Plate Pipe Arch with Endwalls. Inv. Buried .5' NOTE: 1.5' COVER AT SHOULDER POINT. NOTE: FLOOR OF GARAGE UPSTREAM ELEV. 310.19. FF HOUSE ELEV. 311.47. 10'-9"x6'-10" Area= 58.4, p=28.2 10'-9"x6'-10" buried 0.5', Area= 56.1, p=28.1, IC chart 36, Dc chart 38 use 9'-6"x6'-5" (conservative), OC chart 40 1 ll�;l i\�'�I�' North Carolina Department of Transportation S liJl"Il l�'4 �]!f'i . Highway Stormwater Progrem �:. STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 17BP.5.C.PE TIP No.: SR 1379 Count ies : Wake Page 1 of 1 General Project Information WBS Element: 17BP.5.C.PE TIP Number: SR 1379 Pro�ect T pe: Pipe Replacement Date: 5/15/2018 NCDOT Contact: Chris Murray Contractor I Designer: Wetherill Engineering/Jerry Lindsey Address: z612 North Duke Street Address: 1223 Jones Franklin Road Durham, NC 27704 Raleigh, NC 27606 Phone: 919-220-4600 P hone: 919-851-8077 Email: cmurra ncdot. ov Email: lindse wetherillen .com CitylTown: County(ies): Wake River Basin s: Neuse CAMA Count ? No Wetlands within Project Limits? No Pro'ect Description Project Length (lin. miles or feet): 100' +/- Surrounding Land Use: woods/ residential Pro osed Pro'ect Existin Site Project Built-Upon Area (ac.) 0.1 ac. 0.1 ac. Typical Cross Section Description: 2-12' paved lanes with 6' grassed shoulders. 25' pavement with +/- 3' grasssed shoulder Annual Avg Daily Tra�c (veh/hr/day): Design/Future: 3500 Year: 2016 Existing: 3500 Year: 2016 General Project Narrative: This is a maintenance pipe replacement to replace a double line of 66" RCP with headwalls (+/- 45.5' long) with 1@ 10'-9" x 6'-10" Aluminum Structural Plate Pipe-Arch with (Description of Minimization of Water headwalls (+/- 58.5' long). Roadway drainage will be sheet flow over grasssed shoulders and roadway fill sections. There is a proposed dissipator pad at the outlet of the Quality Impacts) proposed pipe in the existing scour hole. There will also be rip placed on the banks for bank stabilization at the pipe inlet and outlet. Waterbod Information Surface Water Bod 1: Unnamed Trib to Swift Creek NCDWR Stream Index No.: 27-43-5- 1.5 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply III (WS-III) Supplemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: None Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Neuse Project Inciudes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? No Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justifcation in the General Project Narrative) General Project Narrative) CLASS II RIP RAP � este II tons ' �� este II sy geotextile ' �� , � ;�. �� ' ��\ WC�unD`�� I � v� � approxo toe of fill/rdw�y ditch ��1�=�'�8�15' �,J�%'« ��_1 �--�( ) i � �� - - -1'�" _. --� r� ._, ,. Lt rJ— � � � �� r J� � � � � ='�� >l�� E�NI �i�o� ��; �, �, � ��roxo shou�der approxa shoulder — —�_ —,_ � �� approxa toe of fill/rdwy SITE 2� BRYAN G YURKO SITE F�Oq�W A�' \ � � � DEAN R LAZZARO � HEADWA�� \ /(^�'� � \\�\\ /�r.enn� PDE �; �� , � / � JOSEPH E WALAS � � It13 Jonas Fronkl'in Roud RaleigF,N C. 3>606 /� � a ETHEFILL u«�.e No. F-a3n �" ENGINEERING a�.: vic est eon Fox: 919 es eim *R��*�V q�hN��l - eraarfisrnucrune aesx�v �,�E �� - � - mn*��v ��ua� CLASS II RIP RAP IN/GEOTEXTILE /esto 57 tons esto 58 sy geotextile ; WOOD SP�JT RAI� �`� h' — �_ W I�) � I �) j �.4� ,j,C' lapproxo toe of fill/rdwy ditch 8�ti�,o `. E��I��T1f��IG F'; W — � -E�- �-a 1� ``--� �' ��i --- ;T; approxa shoulder r, �-> � �approxa shoulder PROJECT REFERENCE NO. � SHEET NO. PERMIT DRAWING SHEET OF , ��- - i�� -, ��,��-� ,��ti-��-��-,_r� �� -� - - _�� `- � a��r`�x_ � -��-��If-f r-d�Gvy di tch � cr I IJ �� / Ex�sTi�v�� F� - WOOC� �� I�� _�- =°�� ' CLASS II RIP RAP W/GEOTEXTILE k ��:�� .� t. 18 tons � � est. 8 sy geotextile � �� \"�� CLASS II RIP RAP W/NO GEOTEXTILE ESTo 23 TONS C LASS I I RI P RAP (see detail A) est. 176 tons est.178 sy geotextile 1�,_�" X 6'-1�" ��UMo ��OY STRUCTUR�1� P��TE PIPE—�RCH WITH ENDW��S DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER ::::■ ��, , �� i��o ��i� �r��,��i��'.{�1°�,�I�� 1> 1� `�� I[�1I��.1� ��]� 1�- I[�IH��V"�i�� I�1�', ��'��_��I'�� IP.I� ��1_��'�01d I�]�o�� o IP I-=� �JI� 11��`� �� 1; �� 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 10'9"x6'10" STR. PL CAAPA 0.01 33 PIPE < 0.01 14 RIP RAP 0.02 45 2 RIP RAP < 0.01 56 3 RIP RAP < 0.01 < 0.01 13 15 TOTALS': 0.03 0.01 128 48 0 'Rounded totals are sum of actual impacts NOTES: � � � CLASS II RIP RAP � este II tons ' ��, este II sy geotextile ' �� , � � �� \� WC�uD`�� I � � �� approxo toe of fill/rdw�y ditch��=�'�8�15�� -- �` �„`�1 �� -ti h -�� , �� , - ��'�� ' t r � h �� i f � � -'�� >/ �� 'E�N) �IUo� n ) �-,� �,� � ��roxo shou�der approxa shoulder — � —� _ . � _ � i � � � � approxa toe of fill/rdwy BRYAN G YURKO S TE 2 F�Oq�W A�' \ � � � DEAN R LAZZARO � �V �� HEADWA��< °,� ,� \' ' \ � . .�� : ` \ ��'' /� � A \ \ � � ��, —� . �\ �'r_bnn� ;� � It13 Jonas Fronkl'in Roud RaleigF,N C. 3>606 /� � a ETHEFILL u«�.e No. F-a3n �" ENGINEERING a�.: vic est eon Fox: 919 es eim *R��*�V q�hN��l - eraarfisrnucrune aesx�v �,�E �� - � - mn*��v ��ua� CLASS II RIP RAP IN/GEOTEXTILE esto 57 tons esto 58 sy geotextile � WOOD SP�JT RAII -�� i i' i ��i =' ti4 ti � ap�proxo toe of fill/rdwy ditch �8.��,o i � ` E��I��,T1f��IG F'; W � — -- — � � BZ � �� \ ��, JOSEPH E WALAS � -E�- � �—�—T—� —� �-a 1� ``--� �' ��i �� ;s, approxo shoulder �-, �=; � ��proxo shoulder PROJECT REFERENCE NO. � SHEET NO. BUFFER DRAWING SHEET OF � � �� -��•� �-��1-,,�-��i-� ,-,r�'ti�l_�-�'�_� �1�� '2� �' � ��:� �. � � r`�x _� -��-� �I f-f r-d �Gv y d i t c h ��, F,�� T i r� �_� �S? _ I�� W� D`� �� c� �� ;!�� _� = °�'�� CLASS II RIP RAP W/GEOTEXTILE k \:�� t. 18 tons � � est. 8 sy geotextile ; �',�� CLASS II RIP RAP W/NO GEOTEXTILE ESTo 23 TONS C LASS I I RI P RAP (see detail A) est. 176 tons est.178 sy geotextile 1�,_�" X 6'-1�" ��UMo ��OY STRUCTUR�1� P��TE PIPE—�RCH WITH ENDW��S ALLOWABLE IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 1 MITIGABLE IMPACTS ZONE 1 ::::■ ��, , �� i��o ��i� �r��,��i��'.{�1°�,�I�� 1> 1� `�� I[�1I��.1� ��]� 1�- I[�IH��V"�i�� I�1�', ��'��_��I'�� IP.I� ��1_��'�01d I�]�o�� o IP I-=� �JI� 11��`� �� 1; �� 1 1 � � � � � � � � • � � � � � • � 1 • � � �� • • • ' • • • � • • � � �• • '• :� � �' , . . . - - . . - . a�� : �� a�� ., „ ., � �� • � �� _ ��a�a �