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Home My WebLink About20201195 Ver 1_2020-01869 NWP 14 Tearsheet_20201110 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2020-01869 County: Guilford U.S.G.S. Quad:NC-Greensboro GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: City of Greensboro Attn: Guy Ingle Address: PO Box 3136 Greensboro,NC 27401-3136 Size(acres) —12 Nearest Town Greensboro Nearest Waterway UT to Ryan Creek River Basin Cape Fear USGS HUC 03030002 Coordinates 36.016108,-79.789278 Location description: The project area includes East Vandalia Road from South Elm-Eugene Street east to Pleasant Garden Road,in Greensboro,Guilford County,North Carolina. Description of projects area and activity: This verification authorizes the discharge of clean fill material associated with the improvement of East Vandalia Road to three lanes,with bike lanes and sidewalks on both sides of the road,from South Elm- Eugene Street to Pleasant Garden Road.The project includes permanent impacts to 91 linear feet(0.04 acre)of stream channel for culvert extensions and temporary impacts to 41 linear feet(0.01 acre)of stream channel for construction access and dewatering. Applicable Law(s): ®Section 404(Clean Water Act,33 USC 1344) ❑Section 10(Rivers and Harbors Act,33 USC 403) Authorization: NWP 14.Linear Transportation Projects SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed Conditions,your application signed and dated 9/17/2020(received via email on 10/22/2020),and the enclosed plans"Stream and Buffer Overall Alignment and Index","Impact Map 1", "TS" Sheet No.2 of 2, and"F" Sheet No. 2 of 6.Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order,a restoration order, a Class I administrative penalty,and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended,revoked,or is modified,such that the activity would no longer comply with the terms and conditions of the nationwide permit,activities which have commenced(i.e.,are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration,modification or revocation,unless discretionary authority has been exercised on a case-by-case basis to modify,suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources(telephone 919-807-6300)to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act(CAMA),prior to beginning work you must contact the N.C.Division of Coastal Management. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,State or local approvals/permits. If there are any questions regarding this verification,any of the conditions of the Permit,or the Corps of Engineers regulatory program, please contact David E.Bailey at(919)554-4884 X 30 or David.E.Bailey2( ,usace.army.mil. Date:2020.11.09 11:32:05 Corps Regulatory Official: 05'00' Date: 11/09/2020 Expiration Date of Verification: 03/18/2022 The Wilmington District is committed to providing the highest level of support to the public.To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0 Copy furnished: Troy Beasley,WithersRavenel,219 Station Road, Suite 101,Wilmington,NC 28405 Sue Homewood,NCDEQ-DWR,450 W.Hanes Mill Rd,Suite 300,Winston-Salem,NC 27105 / / / ril 1------ — _____ / i / /G' / j A � o� \ 1 . -- / 1 / r es fe '4 / / I I — / / TD REL. ATED / /\ < / ,__ --- \ I I / � o I I °�. A a Ti-__- 11 a vnxn x II `\\ 4.\Rom\r. T 1 CI / ► V �� 1 1 / //// bm,rr---, AiwA7=mimm � ti laillonimmimm...04.111114... liralliil ti CaltMtt' ,A n -1:.--iii----4 ----------- - miNIV ilIC111111111111011111eA Q \ sow \ \ sm \ / / , 1 1 0� I ' - I SH EE— 1/ / / , / ___________ _ _ ,--, % \ ----- - c;, co I ) \\\ 0: ----- / : // / / \ -- ,,,,____ \ j L-------____ I \ I \ LEGEND: STREAM IMPACT (PERM) 91 LF STREAM IMPACT (TEMP) 41 LF STREAM BUFFER ZONE 1 (PERM) 6509 SF STREAM BUFFER ZONE 1 (TEMP) 1770 SF STREAM BUFFER ZONE 2 (PERM) 4843 SF 100 0 50 100 200 STREAM BUFFER ZONE 2 (TEMP) 561 SF 1 inch = 100 ft. WS VVESTCOTTCDRAWN BY: MBW PROJECT SHT. NAME SHT. N0. OWNER MALL STREAM AND City of Greensboro DATE: 8/18/2020 EAST VANDALIA ROAD BUFFER OVERALL 300 West Washington St. L AS S O�rATE S REVIEW BY: VWS O Greensboro, NC, 27401 GREENSBORO, NORTH CAROLINA ALIGNMENT AND Contact: Gary Stephenson 125 S. ELM STREET,SUITE 606, GREENSBORO,NC27401 PHONE 336.310.9722 PROJECT NO: XXX INDEX Phone: (336) 373-2021 i zoNE � EX 48" CULVERT �— X 90�� (��LVE D a "' - -�� 3�_ w; w EX. 1B" RCP > I 1 ,1 / / I / ) 1 PACT 5 — IIII ��H Y ES PROPOSED CULVERT N� /w / EF \ - /� �� MT EXTENSION �P , ROAD E PANSION — E \ -i J �� .! =,y �50— ZONE 1-3575 SF co - �- gem; oak-- F'_ LOPEZ 24.51 LF OF 48 ORC� / / j j y=� F EX. :" DE :� - A� —� EZ MORENO / / / E — F F 00 A ROAD / / - � E rs W ii�IMMM 1609 A� -CY\ / F o c w ��•�� +! / 45 EX / v " F E----:__------ ---: : E O �,F 0 r� liiiii�• 5.R•#3303) millima I =- SS S! v OC 5� • �� iui RCP �� Fx -A . S � `TO�� OC es K �,..��L w_ fin, ti, 1.4. w,„._-----.7---z_,-1,, xam,,,e. ______._, ---.„0-- - -......---- - I.. _ - #..z.-----4"— . iii,., . 1. ta.., _....!!'" '"1---- 1.11.1.1 _____iiii-w71 IN rPr-Ar-dwr...diem—mr— Au 1 ' a e _ . --14).7,0•01111,=—, ._ - ... --i -0101101015:a visiiiiiga.- �� 0`1"'-'140101,....Www .., %� f PROP. ROW ... , -ir- ,.�. �. �_ I "�/ , ___„,,,,,Nalliii, • 101111*-- - sr..'"(111-s•- )\\\ /..7 011) ---;--'"." -iiii 001115 ksjubt r .,, I _ . -4� i 'yam` P' `.31 a' E \44/1PAL_ lgqeIL__ Ai \ \ asP -�r x/ 'OP. 'ERMAN T GERM' STREAM IMPACT c /.I le • � i -� �� ;_ `-.RN �. �� DRAINAe EASEMENT LOAD EXPANSION kROP. �' �MUE ,� - wpm. 1p�e� A zo�F2 - 66 LF (3609 SF) \/ 1 ( G`'�I gi -�v�3 / zo � / r• 3 /' 1 \ '•IS A Zeave 1 I 4a.. / NF - - PROP. PERMANENT N2\.. .. m 04<> ' ' / / UTILITY EASEMENT co \ m N IMPACT 1 IMPACT 3 PERM STREAM IMPACT IMPACT 2 PERM BUFFER IMPACT IMPACT CULVERT INSTALLATION TEMP STREAM IMPACT ROAD WIDENING TEMP BUFFER IMPACT 25 LF (352 SF) CULVERT INSTALLATION - ZONE 1 2934 SF TEMP CONSTRUCTION ACCESS 41 LF (343 SF) ZONE 2 1853 SF ZONE 1-1770 SF ZONE 1-561 SF LEGEND: STREAM IMPACT (PERM) STREAM IMPACT (TEMP) STREAM BUFFER ZONE 1 (PERM) STREAM BUFFER ZONE 1 (TEMP) STREAM BUFFER ZONE 2 (PERM) 40 0 20 40 80 STREAM BUFFER ZONE 2 (TEMP) 1 inch = 40 ft. WS V',7E S T C 0 T T SMALL DRAWN BY: MBW PROJECT SHT. NAME SHT. NO. OWNER DATE: 8/18/2020 IMPACT City of Greensboro cSr ASSOCIATES EAST VANDALIA ROAD 1 300 West Washington St. REVIEW BY: VWS GREENSBORO, NORTH CAROLINA MAP 1 Greensboro, NC, 27401 Contact: Gary Stephenson 125 S. ELM STREET,SUITE 606, GREENSBORO,NC 27401 PHONE 336.310.9722 PROJECT NO: XXX Phone: (336) 373-2021 CONTRACT SHEET CITY OF GREENSBORO 1 OF ENGINEERING & INSPECTIONS I n l .,.I11 ... In u.u.II Illullnnllllllll l ...II Ilu.. ..., IIIL.. �.. .I.... RTMENT DEPAIIIIII 11IIIIDISTURBED AREA = 8.20 ACRES ENG INEERING DIVISION p lIII � pN MUST CON Q, v-cLLYpR �O f N(;) o j,T ,�► o //}.. � Z,,0011un11111 I " IIIIlllltlll tltl1tlll .. pougl ullI IIIIpIl uhIIIIq1I IIInnn uu4I ,.nI I 111I1 � n I "'II J C III III IllIpul.ull111111 I I . 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I CITY OF GREENSBORO ENGINEERING DESIGN DIVISION Existing Manhole 1/8" (labeled) 0 Proposed Manhole 1/8" Telecommunications Manhole 1/8" (labeled) 0 Exist. Curb Inlet 5/32"-5/64" ED Prop. Curb Inlet 5/32"-5/64" m Telephone Booth 3/16"-5/16" ❑Q Exist. Telephone Or Power Pole 3/32" -0- Prop. Telephone Or Power Pole 3/32" f City Of Greensboro Signal Pole 3/32" (labeled) • COG Wire 3/32" m Exist. Hydrant 3/32" o Prop. Hydrant 3/32" Alk Nz Water Valve 3/32" (labeled) o Traffic Engineering Signal Box 5/64" COG 0 i 11\ °� Gas Valve 3/32" Grate or Drop Inlet (D.I.) 3/32" z Right Of Way Monument 3/32" PROJECT LOCATION Iron Pipe 3/64" Meter 5/64" Electrical Outlet 5/64" (labeled) OLECT. El Telecommunications Box Or Pedestal 5/64" (labeled) Exist. Precise Traverse Point 7/64" (labeled) pEIP 4PTP INDEX OF SHEETS 18" Or Less Tree 1/4" (labeled) so CONTRACT COVER SHEET 1 OF Z Over 20" Tree 5/16" (labeled) TYPICAL SECTIONS 2 OF W . VANDALIA RD . E . VANDALIA RD o Shrub 5/32" O SURVEY SHEETS 3-6 OF Clean Out 1/16"-1/32" (labeled) CIVIL SHEETS 7-13 OF Q MICA). Light Pole 3/32" (labeled) ® L•m- WATER LINE EXTENSION (P04500) 14-16 OF • / Wheelchair Ramp (City Of Greensboro Std. #418) CD WATER LINE EXTENSION (P04535) 17-18 OF I— control of Access Line 5/16" PAVEMENT MARKING PLANS OF O U7 �\ Z ILI / �� Q Exist. Water Line (labeled) W CC 1 7/ < Prop. Water Line (labeled) W / W Exist. Sanitary Sewer (labeled) SS W D Prop. Sanitary Sewer (labeled) - J w Exist. Right Of Way ___ Proposed Margin Z _ �c .. — - - Easement (labeled) 11: w S Temporary Construction Easement E Exist. Dirt Street ( L -- Exist. Payment __--_-_ / Exist. Curb (labeled) Exist. Curb & Gutter (labeled) _ _ =TIES NOTE Prop. Curb & Gutter (shaded & labeled) 1 1 , Survey Line P� ALL UTILITY ADJUSTMENTS ARE TO BE BY OTHERS UNLESS OTHERWISE SPECIFIED f / Slope Line F — ON THE PLANS OR WITHIN THE CONTRACT7 i Center Line SPECIFICATIONS . Exist. Storm Sewer (labeled) ` Prop. Storm Sewer (labeled) A INTERSTATE 85 ! - Gas Line (labeled) G Transmission Line & Tower _,_,_,— ��N CARD/.., Underground Telecommunication Cable (labeled) T o N•••,R. M / `*O oFESS.Z'%..% Underground Power Line p Q SEAL Fence (labeled) X Q VV. % • 23032 = Railroad - 1 1 SCALE: 1 = 1, 000 dir* Z Bridge (Prop. Solid & Exist. Broken) VICINITY MAP s ) ( m •••• Box Culvert (Prop. Solid & Exist. Broken) n 1, 000 500 0 1, 000 // ��1A11KP�% Guard Rail - - m -79 Hedges Or Bushes (labeled) ' '`m Woods Line (Th 75% PLANS Exist. HouseF-75R7-1 DO NOT USE FOR Temporary Silt Fence '✓ � BID DATE: DUNE 3 , 2021 CONSTRUCTION Erosion Control Device (COG Std. No. 215 & 432) VOA w E PAVING SCHEDULE CONTRACT SHEET OC PROP. 3" ASPHALT CONC. SURFACE COURSE, S9.5B (AVG. RATE OF 336 LBS/SY) PLACED IN 2 LIFTS OF C1 PROP. 1.5" ASPHALT CONC. SURFACE COURSE, S9.5B (AVG. RATE OF 112 LBS/SY) C2 PROP. VAR. (1.5" MIN.) ASPHALT CONC. SURFACE COURSE, S9.5B (AVG. RATE OF 112 LBS/SY/INCH) SENSITIVE INFORMATION OD PROP. 4" ASPHALT CONC. INTERMEDIATE COURSE, I19.00 (AVG. RATE OF 456 LBS/SY) RIGHT OF WAY VARIES __ Not to be copied or D1 PROP. VAR. (2.5" MIN) ASPHALT CONC. INTERMEDIATE COURSE, I19.00 (AVG. RATE OF 114 LBS/SY/INCH) distributed without the OE PROP. 5" ASPHALT CONC. BASE COURSE, B25.00 (AVG. RATE OF 570 LBS/SY) 42 '' F-F express written permission 4 ' 4 ' of the City of Greensboro. co PROP. VAR. (3" MIN.) ASPHALT CONC. BASE COURSE, B25.00 (AVG. RATE OF 114LB/SY/INCH) EXISTING BIKE c/L BIKE 5 .04 JO PROP. 12" AGGREGATE BASE COURSE SIDEWALK ±3 ' 2 'rill 11.... .... I.—. 11.... _ LANE _ _ 10 ' LANE 10 ' LANE _ _ 10 ' LANE LANE 2 ' 3 ' SIDEWALK R PROP. 2'-6" CONCRETE CURB & GUTTER, COG STD. #501 T+2 _I_ I _I_ _I_ _ _ _I_ I. , 3: 1 CUT �1'A C1 4 if II:T SO PROP. 4" CONCRETE SIDEWALK 2% 4% C2 C 4% f r ti 2.33% 2.33% r' T EARTH MATERIAL - . p �, qp O _ _ Fj U EXISTING PAVEMENT — /�///, / `� CONTG'1'BEFORE YOU DIG! O figifir ir 0W�..gisa_4, R 1-800-632-4949 OR'811' NOTE: WHEN DIMENSION 'X' IS 6' OR LESS, SECTION EXISTING �iD�� .ealall� 7 .�4% 'E' IS TO BE USED IN LIEU OF SECTION 'J' . �' �� City of Greensboro Underground Locates Information/Requests \\\-- CURB LINE MILLING D COG Water Resources Dept._373-2033 0 " - 1 . 5" U J GDOT Traffic Signal____373-2606 COG/Guilford Co. Telecom _373-2084 COG Water Supply_ 373-5855 Tanks/Treatment Plants TYPICAL SECTION 4 GDOT Storm Water_ 373-2569 STA. 39+76 TO STA. 45+52 NPDES General Permit Applies 60 ' PROPOSED RIGHT OF WAY 6 ' 6 ' DISTURBED AREA = SIDEWALK 42 ' F-F mow- SIDEWALK 4 4 ' 8.20 Acres BIKE BIKE 1 @ 2 ' LANE �� 10 ' LANE �� 10 ' LANE 10 ' LANE _ LANE 2 ' �_ 1 ' @ 3 4i 4% 3: 1 C� GIS DISCLAIMER 1 �,ejT 2% Objects on this map shown with a dotted Ilnestyle were not surveyed, D C 1 C they were compiled by 2% C 2.33% 3 p photogrammehic methods, FIB available on the Geographic •_ %///�///�///�///�//%- �' R S information System(GIS)software �� • e used by the City of Greensboro. 3: - ejOiteilalbalike.2.0.e.. \\\ D J U J 1 ' TYP . ' X ' TYPICAL SECTION 5 VARIES TYP . STA. 60+02 TO STA. 60+82* ; (NORFOLK SOUTHERN RAILROAD CORP. TO PERFORM CONSTRUCTION AT CROSSING TO 10' EITHER SIDE OF TRACKS.) EX . RIGHT OF WAY VARIES _ 5 ' 5! 1 cot @ SIDEWALK_ , - 3 ' - = 42 ' F-F 8 mmi CUT 74% 3 1 Cl 21' 4% C2 4% �- 2. 0% 2. 0% `� 1 IGC�� 44 ' .3 ��1 F� S R R♦�� E 1 ' O E TYP. 75% PLANS U DO NOT USE FOR TYPICAL SECTION 6 — BETHANY TRACE CONSTRUCTION STA. 4+28 TO STA. 5+00 0001111/00, \\\\.\\A CA A0<//�'%%.of4oe I0/9�- a SEAL = 23032 - NGINE .° %O� A \' \\\� /m K P ol iiii��`' o J TYPICAL SECTIONS REVISIONS TYPE CONTRACT CONTRACTOR AS—BUILT AUTH . DATE BENCH MARKS I JOB NO. P -05605 CITY OF GREENSBORO 'TS' ROADWAY 2014-106 8/11/2014 DESIGNED 1/4/18 BY GBI _ ENGINEERING DIVISION SEWER CONST. SURVEY BY BCS VANDALIA ROAD WIDENING SHEET NO. WATER CHECKED BY TAK SOUTH ELM-EUGENE STREET TO SIDEWALK 2014-106 8/11/2014 SCALE: NONE PLEASANT GARDEN ROAD 2 OF 2 CONTRACT SHEET OF / �Q / / / 11(ae51/\ I oc, 7 ,_ i DUKE POLEo� 0``� DUK� OLI boy \ a�o� / f TAUK25POLL9E85 DUKE POLE / SENSITIVE INFORMATION I DUKE POLE I 0008N STA. 22+34.`�' ,00 TA. °2 +7� 44 / °DUKE POLE STA. 20+94.67 0.S. 55.80 ,t�`"f � 0. 2.6 LT 0.S. 36.36 LT STA. 26+57. 15 / 0010N DUKE POLE /STA. 19+53.43 0.S. 65.64 LT I OUR HOUSE PROPERTIES LLC / �0,0; 0.S. 29.51 LT Nottobe copied or(I\ 1 O.S. 44.06 LT 29 E. VANDALIA ROAD 0 / � d��A 0009N l 205ECAVANDALIA ROAD 0.S. 29.29 WAY HYSMITH STA. LLT B / distributedwithoutthePARCEL #0051610 / ° yLIGHT POLE DB 6921, PG 108 (TRACT 1) / <uQ 0 �� ,,_ PARCEL #0051612 STA. 21+02.45 �4 �O Z / SEAN G. O'DONNELL DB 4943, PG 1225 express written permission ��' 201 E. VANDALIA ROAD v OOIIN0.S. 30.02 LT o ° \ / PARCEL #0051611 �� of the City of Greensboro. �W "' ° I DB 4526, PG 392 00 MEGANPRINCEI � \ �j / �Oy �o� 209 VANDALIAROAD // 0006N l PARCEL, #t�51613 / SST0007N �o11 / // a / �� DB 7135; �� 24B0 / ZL°ITY471,1 CYNTHIA JOBS SPIELERS -<u� / mPATRICIA JOBE MICHAUX JUAN FLORES LOPEZ FIRM PANEL 7862 j � �� o O125 E. VANDALIA ROAD REGULA S. RODRIGUEZ MORENO S. BUFFALO REEK � / 7 / Z� �� Ol ��PARCEL 10051616 127 E. VANDALIA ROAD TRIBUT RY 9 / w "° � I / // o�" "' �yDB 7095, PG 478 PARCEL #0051615 j p m c0 FES 206� yy�8 lPB 57, PG 45 OB 7722, PG 949 m ; I Q la ,'� �'' VE 2Sc' / ,/ • �� "� DELTA D - Y• 0 ��oilir: �_ _ a 29d15'4 / / 0 4±3 lc c 7:4 ZONE AE _ - _ / w p. aa•I �� • P� _.0 A �R �i 1• / / / / hi . . i c �(\4N ? /3 / • /• ,, CONTACT ORE YOU D CBIV1'ER 1 OH P OH/. / OH1. �� uF `� Yl ' �.� 1�`-� '28 l 1-800�32�9490R'811' j31NO / 2�2 _ o - i _==-0 a �.1�; •�':.'°. �,. O �.��a��, I " / E� -3 ,_:...®~ � �_ i`� rr .x� )-��I: �'� m LEr.t. �' , :6„ / � F .,•- ,",.at7.. -�2. �.. ��l�,e .; , .,,� E City of Greensboro Underground •er...+�--- . - t• .�` !►• 7/ '.A_f'' rat' Z7 5 * i mow• i. r �er� P i �•:'- �„�-- 1• ,,,��_,' " uSr -.� � =. `soft 2 Ill: Locates Information/Requests _. ,_ 0 ✓// E /: = /� ,� - �� i� ,� • 9� - -:�.�� - �1+ V:'c.� ii1 COG Water Resources Dept.-373-2033 ASPMALT� '6�1 •• - � - .,_._ __.. w -==':../ ��°, .. �I=.l� E 2��:�� *, \ GDOT Traffic Signal 373-2606 Y _Y E _ .. _ L�EJ �ill `� E •+-•r. 8 COG/Guilford Co T 1 373 2084 �. �� E� • ;;;u.. - ��'"'�� • i• - #3303) i�_s mac+.:.° "0 _7 - - -� - �r;�,i _ . .''...` ' � 78 �•�i� // / ' COG Water Supply_ 373-5855 • \ F / r" - ($.R • _„e.; - -• _ - . � f _ • ` � + Tanks Treatment Plants • __, -:,.,:- �� 50 - * c- \ ��_ a �..�® -�� .�� _ ,sQ '4. ® ��; GDOT Storm Water_ 373-2569 gM Ce�Sd01i� _ 0 8,® �� i _- ��1 � il � t• mac.K _ -_ immiim llama - - NPDES -- � ..>r.� -. _. -- .: a ,�f - 1.�.° � _ • .,:� ... �� _�• rn '-_ �i �/� �.`�mac' .�► V ® �_ Ewa. `�_�• ®-��.® s �.'��"� - -.� -> i - 1 ► 3 3 3 y r � -41 �- '��__"`�� m General Perin t/\/ CD 1J �-� _., � W �' i /� a :: :�. '_. �j 208 t: ,, r � ��".�� '�` i+�]�li��1111 L/1 �� -1�•�� W PROP. Row_ - :, • ►, e I ° / a / o -�,�� _s :=,�-� ��. w Applies 14.1 Q1 ' �� o m C� I\ /•.• / l II IL ��+/ .i�� Ill�� •�" ��a�ss7�rr �►�i •� _r x�•` ' �.� � } ' • / / / II II , _ ~ ��' a �� °qnP .-F $. 2Q6 - _ :a Arl- s * \ _�-i.�a FES 205 I �, 3 / - - / �� sTA. 0+00 �� ` ---y�� GF RP�OP 31 UE �C� \ m .\,. \ \'\ �I ASPHALT - t�v I } �h'! S , e. ..®. * -r INV. OUT 752,50 �. Fq� 3 3 �� * C •p 31 0025° BUFF �A /� JERKY THOM S KIR 3 POTIVIIi �' � * * PROP. PERMANEFf�so, 3 3 \ I , ; J �� 2os - U - DISTURBED AREA = 3 -1 o- �gAINAGE EASEMENT fR\ \ \ P. ' I 1I II I I �,� I ` KMAN 3 / PROP.CI208.. 30 C06 STD. 402QI'��SPNALT LINDA S IRKMANREMOVE & REPL CE EX. * * STA. 0+81.04 p■GV Acres F9 5d'euFFE / / ��m �' (�I II I L I j/ IO2 E. VANDALIA ROAD HYD"ANT BEHID PROP. 01 760 TQp 759,85 b INSTALL COGS .. 4 1 MH AT END OF/ \O ? \-r'-1' ° m I =o I PAR L #0 51645 SIB WALK. R LOCATE VALVE - s one jv EX. 48" RCP. INS t F OF PROP. PERMANENT z Q 41 TO PROP. GRASS STRIP. of e �� ni 6 + + + �� ` DB 3 ,��4, PG 1338 g HW 113 9,,,,, 48" RCP STORM PIPE AND NCDO s o• u, Z y �B 73 PG 3�5� I r 00455 uFF e UTILITY EASEMENT ti T Q h Q �� 838.80 PRECAST CONCRETE ENDWALL eR GFF� °j o r m W ti W in ' MH 104�-yyns,o f STA. +41.31. \ 9 W ° 00 L'N,n a cr D 9 3 0044S WILLIAM JOHNSON y�� o LL om 0 4 S o aW, SUE JOHNSON , - .\ GIS DISCLAIMER 00435 208 E. VANDALIA ROAD / *)e•os 0040S pERENNIq� eG��F o SILO HOL NESS CURCH 6B' DUK ENERGY o'`ti WILLIAM JOHNSON I PARCEL #0051646 / Io / � ,yy� �� 9 U) �' OF OD CHRIST WAY a' / \ On tills map ShoWr1 with a ROBERT EDII BOL IN e•oe o u� o T RIGHT a 206 E U VANDALS AN ROAD dotted IiII RO E. VANDAL ROAD / m DU E POLE SAUL D JOHNSON DB 5190, PG 1542 \ n 00 E VANS LIA ROAD I KERRIE L JOHNSON PARCEL #0051647 I PB 73, PG 235 / restyle Were not surveyed, PARCEL #0051bs �y PA CEL 051639 204 E. VANDALIA ROA I LOT 1 / Pg. INV IN = 7 75 f(ley Wefe COrYlp��ed by DB 3637, PG 147 a�dRe o£ \..-.- _ _ A 0.S. 3 3.6 7 R T P o 250. 2230 I LOT 1 STA. + 45.15 LF OF 15" RCP 6 5.21% available On the Geographic / ° 5p I o 0°- �- o I 0.S. 20.69 R T PB 177, PG 23r c euFF / LOT 2 I 0-2983 0.S 50. 19 RT / 0 \ EX. 6 STEEL GAS ArrRox.) information System(GIS)software �� °� c eR / / ; t I TO BE R LOCA 'ED 0-2983 I ;�9 Vf �P used by the City Of Greensboro. 0 04 FX R.. 1 T WATFR (APPRRX ) / 0')• PROP, INV. IN = 754.00 PROP. INV. OUT = 753.89 750 Tt\V OF R" SFWFR AT 7RfS,STN(. = 791 59i 0+00 1+DO SAG 3TA. = 21+-34. 46_ PVC STA. = 20 , 4. 8� - - - SAG ELEV. = 750. 95 PVC ELEV. = 7. 1 . 91 - • . - - P V I ELEV. - 7,7 . 0 2 GROUND ,T PVT ET 4 _ = 7R , 1 1 _ 5R PROPOSED �T�I EX- FEWER 82 P90P° F.E.S. 20.5 PVT ELEV. = •• . 98 - - COG STO. #200 ' - - S A• ' '`` 55 5 9 ' C i STA. 28+45.49 I iv. 1' 743.51 K = I . ::1• I 1 EX SEWER MH A6 . ' ,D TOP = 759.8. TOP - 78 31 3 04 COG STD. , 200 0.$. 22.5Z LT /'girr // STA. 26.44 MO CI 202 STA. 19+12.33 / TOPS _ '� OFFSET 14.60' LT. Si 2 I _1 : // I 006 sm. 402 TOP = 753.73 s / , A ETA. 0+72.17 TOP _ ~- 780 760 �.3. s7•A '/ 5 7t50; 78t0 / ,/'/ 7,,0 750 Ur - 750.97 PROP CI 4021/41 4 // - - _ STA e1+88.5P //// , / /j /i �� 7/ _ d PROP. NH 104 TOP = 750.97 / // c� /j / // I :.3 g C06 SID. 40i 0°S° 22.78-LI EX .ER �1H : , o- / / PROP° NH 209 ° 1A ,, �� u/_ 7Ti1• / T / / OM �r ti c:Ts w $TA �n•.•,1•>•w wv I r��wwr�J:/ �si�ii� W�1 / ' STA 27-36°58 a2' • Tor - ris. i Niproir ' ' • DE 6 t-.. PROOIAilli00 ..:A G'E�RT TOP .-, war i // / }� e x .c or •,.,...... w E r• Q •_ ram- • IIV. OUT 747.10 _ -- - -• - •-. //lJF' //_m7. �� / w -f�� /,- /--i /� .�� _ P CI 201 x xrca N A', WO" .1 `�- • ' ' i . / -./ EX. 6' STE-L GAS UINE' (APPROX.) �: e � ,,,,w11111111g -SiN�r ouT . 756:3� /- . �Nv. zN = 746.-==_�- --° =mom --- ---w��iis:.�.>.--■---- --��_--��^'yyy^�yy t IL• -��T�_'-�7' . ��_ ,ITT J ° Uris -.r L ' \\II _ OP = 748.2. / / 1111 / •,r• N = 754 00EOM , OF 15" RCP V 571 / t gigiri74. '6i Wiiiiii . www�� J-�Je;c I III FA. www� . . ••,.• • 11 _'_ / �- - �' - • • UM 0 4 E l www www� www w��wwwww. �wwww�� i:��r �.AfAlE i112110111=1 ■ ■ i■ .www i u MMMUMMMEMMEMMM 7■ wwico-EaM� wwwwwwwwwZ • / i�a ��rJ�wwwwwwwwwwww�i�y -r- � ■ v1 �www T�,/0 Triiimccia_m �� J� wwwwwwwww/ / 4 V_I IN = 7i0.00�I IIlI; ,�1 / ,�� // t �� // // 6A V = 768.51 .ak,I m� �� I///!'' / i /lei /Ix .t 11 --:`- - - If_/I INV., R130 (I '--- f �ir-"•/ 's/ '' z o • , ��wMMM� •--/-: • -1••_t; •MI,IIM wa.._. _AfIw--__r•.•.�,..-_,.• - . •..•�-wwwww■t w■=■mwo P.' //, is...._ ,, -2• ,� � Mr�wr • .www4 1i�.wJ.wwu1 . m�www��r:w��i �� • �• i ` I i� / �. /�A'1. .>•• li r �� , n .wwwr=imi t•m twm1. �ww�■ mares_ i-�• .- - www www�� www�www www� lik STA.°19+41.91 �3.� `, _ PRE INV OUT = -�O ', ��f�-i ��= e'■iwnww�www� �y ia�+� '�w� �i• PO . INV. Ol1T = 747.00 B.,G.. jpE \�-I RCP. ' AbAlinimi / •a... • -h 1 =Z �I / /j / 6.• ME MIIHREIM� // N�DT US Fr3R �_ PROP. 24.51 LF OF •Y: - ni_ IN11111 1 k / / .. t PROP. INV. DI = 746.25 WO: -- - J I -1 I I I ) L 1 / / co PROP. INV IN - 747,00 (103) _. - ) INV IN - 742.Q7 •/ ` _ PROP. I WI OUT • 744.96 9 ( I J;" PROP. INV IN = 747.09 (CI 7) 'I I 11 f 1 t INV O(l`I = 742. 11 B a PROP_ INV OUT • 746.99 - - - --I • )I I / \\\��N�I I I I I ��// !__1 1 1 ' 1 CA a EX INy/. IN = 747,27 INS TN = 737- •6 �' �' I I - \��Q.� .O�l/ii is EX, 1NJ. WI /47.1! INV OUT =�37. :1 cif l I 0 •pFESSIp�°.., 1 I = .•Q•Q = ,gym 9 1 "rI it -1---- L = SEAL ` ° # ,I = 23032 _INI IN = 737.41 P.��: INV IN = 737.41 I j. . ,2,:.. GINEE•• P �� INV OUT = 737.35 / / ,,,Fo° . •..P\\\\� ir i / t t tI a 30 wwwwwwwww MIL i:Wwi:M Jw► == 3 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 ROADWAY IMPROVEMENTS 2 REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH . DATE BENCH MARKS I JOB NO. P -05605 CITY OF GREENSBORO IF' ROADWAY 2014-106 08/11/2014 DESIGNED 2/8/18 BY GBI ENGINEERING DIVISION _ SEWER CONST. SURVEY BY BCS EAST VANDALIA ROAD SHEET NO. WATER CHECKED BY TAK SOUTH ELM-EUGENE STREET TO OF SIDEWALK 2014-106 08/11/2014 SCALE: 1 " = 40 ' PLEASANT GARDEN ROAD Action ID Number: SAW-2020-01869 County: Guilford Permittee: City of Greensboro (Attn: Guv Ingle) Project Name: City of Greensboro/East Vandalia Road improvements /Greensboro/ Guilford County/ municipal Date Verification Issued: 11/09/2020 Project Manager: David E. Bailey Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: David E. Bailey Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest,North Carolina 27587 or David.E.Bailey2@usace.army.mil Please note that your permitted activity is subject to a compliance inspection by a U. S.Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date