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Home My WebLink About20200237 Ver 1_Alamance_SEC_plan_20200304\ 35'INGRESS EGRESS ESMT r PB 92-31, DB 3489-304 \ CONTRACT SHEET • \ \ \ /-__--_----- �� 11 2O'PB 92-31SMT \ GENERAL EROSION CONTROL NOTES OF 97 • \ \ I 40•, /ii / EROSION CONTROL PHASE I \ 0002N / I AE FLOOD ON92M3f 1 • \ BURGERBUSTER III, LLC I � \ 0092966 ^ --, '� /'\ _ �x ,;;%'� , �� 6„ W SENSITIVE INFORMATION \ 2239 MARTIN LUTHER KING JR. DR I / --J -- ( s 2 6 D 1 CONTRACTOR SHALL INSTALL SEDIMENT LOG . \ D.B. 7544 PG. 1417,TRACT 1 k00 00� I / \ \\ I / / / /,i • • \ P.B. 60 PG. 103, LOT 2 o •' ®' 1 1 o�\ X FLOOD ZONE \ /�//�� '�� / �// ��k�� S 80 Rwo INLET PROTECTION FOR THE EXISTING CURB Not t0 kjF CO�jF�i Of ALAMANCE SQUARE g SING CE1'}T \ //- _ \ / \ = / / / ' R THE N INLETS (CI) TO REMAIN. C�IStf•Ik�LItF�i Wlth011t t11F \ 5 \ I / _ „, • \--� - v 1023 ALAMANCE CHURCH RD. _r S \ v • \ / \ / D.B. 6757 PG, 266 RETAIN \ 7 O express written �\ \ � \ \ P.B. 129 PG. 2a, LOT 5\ / MH \ �� j _ / ///� cn •pS-"" 2. CONTRACTOR SHALL CLEAR ONLY ENOUGH \ / / -L- pp� �j- +(� ^'/ ,i s M AREA TO INSTALL SILT FENCE AND STONE permission Of the City a, OUTLETS. \\ dy 0001N\r / \ ,� \\ \ �' ®' \' \\ p1 //(1\\\ (!1 of Greensboro. ry MCDONALDS CORPORATION CP O \ �� / \ I O / / w + 3. CONTRACTOR SHALL BEGIN CLEARING, �\0N MUST \\ \\ Do9z9s6 \ I _ / l I // \ / / / j •o b0 GRUBBING AND GRADING OPERATIONS. �QJG �(ILI I r o vkc 2241 MARTIN LUTHER KING JR. DR. _ I XO\ \ \I �— / i 1 �O J�l. \ \\ ASPHALT • D.B. 3489 PG. 290 • \ }ml�� / � � LL G /ASPHALT `SD �$,f�y/8' 1\\� \ ' • • \\\ / 1 ASPHALT W /r T XIHIINf 'Dx I / O \ I 1\ • f 1 \ I -r \ 7 Qom/ / / + 0004NE . O OJ �J. �` """��I_ _V -G?- / Go TOMco PROPERTIES LLC 4. CONTRACTOR SHALL INSTALL COG STD. 457 o \� \ • • / ASPHALT 1 - G - - G W \\ I / 0.� _Q" i \ / / _ - - - W T �R�TAI / / / // 0D92972 C7 � N 051 ALAMANCE CHURCH RD.. WATTLE W/ PAM IN EXISTING DRAINAGE w z = _ _ _ \ \ / / / P B.Bai6P c. es, oT69 SWALES. a Z n m � / / /--�� ` _1__=----�`�- — —\ - _ \ \ -\ T _ _16+00 \/�_ -R ;CBIIN ,r o� / ` \ \ U 1 l �� 1 _ _ - �� \ = 5. CONTRACTOR SHALL INSPECT ALL EROSION 5+�� - -- • �/�� CONTROL MEASURES WEEKLY AND OR AFTER BEPOREYOUrJG1 • \\�\ �\-------_ ✓ W - ---------_' _ _ ,a `_�' - .,R� Ql y� c TI /// �� ARAINFALLEVENTOF�" CONTACT ONE -CALL CENTER �s 2 1-800-632-4949 OR'811' COG STD. 450 SEDIMENT CONTROL __ ��\, � NFG � / LOG FOR EXISTING INLETS (TYP.) _ ----- - -_ x 'lid ? \ \\ \ \ \ ^� (�j k�/ - - w\ - N 6. CONTRACTOR SHALL BE RESPONSIBLE FOR City of Greensboro Underground • \ R j4 R _ , MAINTAINANCE OF ALL EROSION CONTROL Locates Information/R uests \ m \ \ GN __,i= -RETAIN _--v---�- -v-- _ __ 00 �� h �0 e4 MEASURES FOR THE DURATION OF THE GN�''S) 'R TA - �� - - - ��\� ,Z tea_ N m . \\ �+F / O / i i - - p \ \ �\ \ z a PROJECT. COG Wate�Resources Dept. �d_.373-2033 �VjC� S GDOT Traffic Signal — _ 373-2606 • m z �� \ Lj�, / �J_ COG/Guilford Co. Telecom — — — — _ 3'73-2084 p \ \ \ \ �/ /11 \ \ \\\ \ \ 1 - COG Water Su 373-5855 �j / C' i ^� x E _ �- \ A PHALT PPY-------- _ � \ Tanks/ Treatment Plants O \ ----- 00 \ �N / ®� �� 0410 TAIN15/ _ HOP. R/W®�/ �� E : \ TAIN �\ \\�\ GDOTSto Water — 3-2569 �_ RETAI / 5 C- o T �` / �� / �// / f ETA1_� \ J / \ \ \\\ \\ \ COG STD. 430 SILT FENCE COON ET ASPHALT / M H \ �� / �\ \\ S \ \ \ G\ \ c O \ BLIND JB TI�i / / 041 ---- I I\ O / \ D \ \ \ \ �T W/STO\NE OUTLETS (TYP.) �, - \ 9 \ \ � �•��L�T,I/�'�B w � � � I ��\l� RETAI TAI vvv \ vv �a��o ASPHALT \�_ I II I % \ \ \ \ N \ Cf1 -7 A o / ASPHALT \ / /�� , / j� / vtl `/ / " ` / \ II 7 • ' • l �Y� / \ \ \\\ \\ \ \ 5, \ \ \ \ \ \ \ \ �\ �69y ��Ap2 �c' PP // P J \I� E�0\/E Cl Xmoo} / o / \\ •��\\\\\� ��\ � \\\\De:/,�.\\ Iff / k / I STALL - / \ ASPHALT \ \ \ \ \\ \ o 1HOLDINGS<o y c \ wNc 32 II LLC REMOVE •OTCB °°s5s ' \ \ \ 0222332 YSON RAY R 1040 ALAMANCE CHURCH RD \ \ \ \ \\\ / \ DISTURBED AREA . D.B. 7715 PG. 572 �\ &INSTALL AND wl II 0 \ \ \ \\ \ \ \ \ \ \ \\ \ \ \ i _ PATRICIA A AYNOR \ �n ° _ \ JB W/ MH °09 92s\\ \ \ \ \ \ \ \\ \ \ \\ \ \ Go2DABAMA 6EPGHgR4H RD H \ \ \ \ \ \\ \ a \ \ \ \\ \ \\ \ \ \ \ F c \ ti� /III \\� -- T\ \ \\ \\\ \ \\ \ \ \\\ \ \ / / �0y� 11.00 Arms \�\ D.B. 990 PG. 855 / \ \ \orq vE' + / �\\ � � \ i - - - - i 's so °psi\\ \TT pTER �\ / \ \ -L- POTS .\1�1.+48 82 �� \\ + . SOUTH BOULEVARD PART LLC G2 S 5 .�'� \ \ \ \ ,� \ \ \�-' \ \\\ \ \ \ o11zs \ dOl \ \\ I / / ' 0092924 }� o \\� \ \\ \\ \ \ \ \ \\\\ \ \ \ \� \\I I • • 1050 ALAMANCE CHURCH RD G \ \ \ �j� \\\ \CO_ D.B. 7577 PG. 2893 `- v vv ` A G I S DISCLAIMER - Toes }p`'' \ \\ \ \\ � \ \\ Objects on this map shown with a ?O� 5 S �\ \ \\ \ \ \ \\ \� \\ \�` \\ \ \ \ \ dotted linestyle were not surveyed, they °o�\ were compiled by photogrammetric Al m methods, available on the Geographic \ \\ Information System (GIS) software used \ \ \ \ \ \ by the City of Greensboro. so. � F G �ti . . • \ G° OPERjY gR15to�oo5z58o + � -� V /� ��'� \ v� / — — �� P��e • / • • • ' • • 2„B BR13SpG 2q0 / / W \ p G • • GJ��P�° O C,F'GQ o- O� / / � \ T / ' c,CoJ _ _• \ \ \ 1, ora .h ID • \ • p8 30/ �-- \\\ OS \\ ��\ / /\ S?1 G ti . � J�Go s ' �• \ � / \ � \ \. \• / ry G ---,fit �? ` � / E �. • oo ,,��,�o \ COG STD. 436-A TEMPORARY °OOp-11E5 \ CONSTRUCTION ENTRANCE (TYP.) �. x\\ \ ,�, ° / JF �c • ,P h Q / . • • • • • P°�091Pp X,5�E GN ,561 R51/5/ / O ° < # •'\. ^1po-Q M\ J •\\ / i \ -YP�3- PT Sta. 1 / o°°5Np2N1PK = R \\ \�\ / Q / �/ / o PN1E� WIPE P R P / \\ \\ \ / PN° wO2N\PKC:)\ \ YGE g1 � \ a° °o a cNNRG"c o\ o / P`PMPNCESg w c° C7 lJ.l \ + ,°55 6, 5A PG' 8M \ Q \ / `l o 0 I 0 X y� x/// r tie• P U — _t L a— • COG STD. 450 SEDIMENT CONTROL °g69i cN �4t' # ll �• LOG FOR EXISTING INLETS (TYP.) p6 ogMP�U555 \\\ / _ _ _ CevFF� I ocl P r LI PSpNP�S i N ?,GY II I o . � i I PSF - �� P� �Q;��' PRELIMINARY DESIGN E — E E —E — — E -� E I J E E • E C E — —E — — — — E PSpN Pis — 8„ y F' O s i �� '�O / / / e�� O P °0 MeG LE�ELIIZ DO NOT USE F O R C PROP. R/W = F — _ - C - _ .\ - - Z�ko F l / / /�/ / Qe v DITCH CHECKCOG #4320R STONE CONSTRUCTION o- - O/1 I _ - - - / - - - - Al - TEMPORARY SILT FENCE \� X / _� Q (COG #430) - G G G� G G _ -\ - _ / /� VJ` \� `� // 0 PROTECTION (COG #431) 2 GAS LWE_ ifi) — -�:I)� PROPOSED CURB INLET INE PROPOSED ARD --------------- - \ ---------- - - - - - - - - - - ----- i Cy /-� / / \ I / / ❑ PROTECTION N(COG Y#431)NLET — — — — �,�+OO _ , B F�/ \ I / //� � EX. CURB INLET PROTECTION K E N N E R LY ----- 24+00 0 2' 0 26+00__ _____- �� / o'aU \\ / / 23+-OQ - S43 52 11.8 E _ - E/ 3 F \/ / / - - _ �0- �� - - \ \\ // / F \ ENGINEERING &DESIGN, INC. / 50 BUFFERS_ / �� 30' F ^ .\ \ J •s( / / / LANE (COGNEXT TO TRAVEL E� P\N _ `SO •,per 50 'BUFFE 50 BS E 5 '("Er�i 50 ' BUFFER- -- WATTLE (COG #4s 22}00 _ Vim/ —cam --------- -- ---------+jdY-20----- -- ------ ,/ _ -.�- u / it �.,�� \� _`( \ \ C / �0 (/�� /�/ v (C 7) \ 50 'BUFFER ALA CE G�HURCH 9 R 1005) - - - - � r =�-� \\ i UEFERv = _ - -= -'- = _ _ v v - -v T 1 30 i T — u� E SST E SST E E T� TDVZrr— T \\ / — — — J—/ ` p 2 12133 N. HWY 150 STE F 0' BUFFE — TOPSL — — — — — — = S _E N s \ �_ — — — \ 4 F� Winston-Salem, NC 27127 —� — — — — _ J X �S / O `� F TEMPORARY CONSTRUCTION �\ C� \ �. /0� °OSW TENPNj� `'v� ENTRANCE (STATE REQUIREMENTS) PH: 336.7752118 FAX: 336.764.0797 — _ _ _ � _ - -- - _ _ _ _ _ — = o —}-=_ /° y / / / ES 5 MGGERP�EpPs (COG #436-A) NORTH CAROLINA LICENSE NO. C-3900 -CREE,f — — — — - — — 1$ / I 11 I Lu\ OF ,PM pE °°PMPNGE 50 CD _ - PC ta• _ z FER 6 PC 2 TOE5L�� — — — �DESL� — �-0r�, L�- S _ y I I la II \ A / 03 PG Ga \ roEs'c Y--,-- � � IIN IyIq�V �° B ��A$I\_-_--------- — \ - // p}rUFY��Y'1 I L7� \ 50'eV°58R,., II �I +II EMMN �-f ) - / I I I � % � � � � � - ' - - - � 30 ' BUFF ER—� / G o` GRE ' 3t;�' \ / I II II l ` - 3�' $klf� T 30 'BUFFER 30 ' 30 'BUFFER \ - y - _ BUFFE / B M pHYCG32 ° `PMPPGE�39 \ \ G 30 'BUFFER - \ � 3 � _—� -Jsjo- — — •1Saoi �� sdol — 50' BUFFERS 50' BUFFER _ GRAPHIC SCALD / toPs� \I�FER J _ 50 ' BUFFE 50 ' ai IFFER BUFFER' / / . A \ \ 40 0 20 40 80 O,°s \ 15' PRIVA R ESMT 515W Sj F60i A 188-52 00 ` `SRN SSEEi I PI jTOP 50,eU !A CD\ J 1 R cYNs"`5 PN"°N°ow<<jR jEE1 COG STD. 430 SILT FENCE '% // l Sta 1 yy \ \ HOM'P N g0' -ERNS / 1 + . A ' P/ SNVNjH1P e 9°�HNRGN RD W/ STONE OUTLETS (TYP.) Sc ii l� 33 48 I inch = 40 ft. co > a- °„25 pPRS GGG ' REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO. P- 05187 CITY OF GREENSBORO SOUSN go MPNGE°�H2g93 R0 l \ ROADWAY 201 1-067 9/22/14 DESIGNED 7/10/2017 BY TSK ENGINEERING DIVISION 1050 P� 1511 R \ • SEWER CONST. SURVEY BY --- ALAMANCE CHURCH ROAD WIDENING • WATER 2011.067 10/30/17 CHECKED BY NLK J.M. HUNT JR EXPRESSWAY • SIDEWALK 2011.067 9/22/14 SCALE: 1" = 40' HORIZ 1" = 4' VERT GREENSBORO CITY LIMIT EC SHEET NO. L of 12 i • PNCE GI NO '0' 6R\ER ,203 0 B, q96 pG. 9, 4 V\R� �\Og26� GHVRGH RD \ • \ pg. SE.j\0N PGPu`PNgEPg 5�S �• • .\ CONTRACT SHEET I I I / / / • • • 1205 p Bg 4SEGZ\ON 4 OF 97 Ln \ � \ \ \ \ ' • \ PDE ' • • • 0021NE °024NE PR�PNO • \ \ \ DARRYL R ATRIS \ \,1,GF / / \ 1123 B ALAMANCE CHURCH RD. \ GREGO 0 qcM P `PNO \ D.B. 5311 PG. 790 (J, `\5P WO0g26��GHVRGH R0 \ . . \' SENSITIVE INFORMATION • • I I • \ P.B. 145 PG. 60, LOT 2 9 120, OgP4�PGP9'4OSa, • • * O • '• \\ \ Not to be copied or P B • E_: �� V • \ \ \ \ • / •130 \ \ distributed without the • I I I • \ ,O �� 0° G2NROgERSS \ \ 0015NE • \ SNo RPOM\OE ZR15 RO \ \ 5 \ ,.� \GONGRESE\\ express written 6 I WM CALVIN HOLMES — \ SPA) °°S�E�H�66H \ 08F�G ' \ \ , sta• �1 k63� \\ ?\\\ a° \ permission of the City • • 0052571 • . • . 1111 DALAMANCE B. 5611 EPC. 345H RD. \ \ �, 2� � g49 P� gG A \ OG,2NE N \ P \ -� PO a• \ \ o ORES LLG 0014NE P.B. 8 PG. 84, LOT 6 \ \ • • PB' SEGj\ON • _ \ of Greensboro. DALE FORBIDS \ 0020NE • • N� \ \ W »Xi 0052574 0013NE DARRYL R ATRIS J �\ MUS IS • 0052572 0017NE • '� U \ \ 8 %✓ ON T 1105 ALAMANCE CHURCH RD. PAM 2573 1109 ALAMANCE CHURCH RD. I ALTON A. ROGERS, JR 0019NE 0052578 • • \ • . Q" \ \ \ �JG �.\ \L I Ty pC , D.B. 7600 PG. 2396 I 0052573 D.B. 3482 PG. 2339 MS ABEA 0. WIFE 1123 A ALAMANCE CHURCH RD. P.B. 8 PG. 84, LOT 3 • 1107 ALAMANCE CHURCH RD. PB. 8 PG. 84, LOT 5 \ AND WIFE \ 0018NE \ • • • \\ �- I AND WIFE D.B. 531, PG. 790 • \ • • \ \` � 0 RCH RD. D.B. 7154 PG. 2339 JENNIFER F. ROGERS -(\ P CJ\ y � fi, �82 • \ P.B. 8 PG. 84, LOT 4 I \ 0052580 \ CAMILO AND WIFE WI ETOLEDO 0052590 • • • \\ \�, \ \\ +' "CC� �� J�� ORALIA G. SALDANA P.B. 145 PG. 60, LOT 1 \�J R 7T 2 • 1117 ALAMANCE CHURCH RD. ELISA VAZOUEZ NEGRETE \ • / /\�' 4 O G �!` I D.B. 70Z7 PG. 2248 0052579 1121 A ALAMANCE CHURCH RD. \\ r i �/ � 0 1119 ALAMANCE CHURCH RD. D.B. 7648 PG. 444 • ' \\ \ \\ ��\ i �i^/ \ - J L z -1 I \ D.B. 7671 PG. 203 \ �%/� M W = (V 0016NE M PRR°Y` ��aR\S G" RO / W� \ G, / / / �/ ^� \ D W N LUCINDA WASHINGTON • • • • • 0 0052 G\4VR \ _ ' ' • • 1115 ALAMLJ ANCE RD. • ' ' ' \ • 3 B PVPy3NGP60,BV0S 2 \ UD \ ' �� -� 43}�� QNC'E� W ^_' \ 2 s g n5 pG \ )\ P \ �� ✓ I LAMA ' � �� G BOORS YOU DIGI D.B. 7095 PG. 305 CV \ \' i i ii I ^ \ �'p, P 1g" JI / I \ %� CONTACT ONE -CAM CENTER r"iE y j �(. W G 1-800-632-4949 OR'811' M \ COG STD. 457 WATTLE WITH PAM TYP. \ \ t M _ (TYP.) . \ 4J \ F 2 RC 42k�� I w j �/ \ S 18 CNy of Greensboro Underground I �• \ Locates Information/Requests U --- \ \ \ CB W� / J J \� \ \� W ✓� 6' \ \ I COG Water Resources Dept. �d _.373-2033 ------------ POE ,\ \ \ / ��}0 �� \ \ GDOTTrafficSignaI-------373-2606 \ I I \ o \ \ \ \ 41 / W 6 / �. \ COG/Guilford Co. Telecom — — — — _ 373-2084 \ I w \U \ \ " c POE I I _ _ E' 1 / ____ \\ I PDE \ E / W GDOT St n Plants — — — — 2569 COG Water 3 o / \ SS J \ 18" 8" I OR \ — �w VJ \ �� 10 12 4.2� Tanks/TreaPmle t GRAVE E— I I iE I I t E C C \ I I �`—j— E �— ° 1 \ _ P28" o� \ \ W G t // 12 / ta• ��k5 o Water — — — — — — 3 GRAVEL \ w „ T\/ G S�II 1 12° O� S ar E E _ _ IE \ IE E \ I I I P� %� \\ \ -L P a. C F oRPKE C C I C C — 1 \�\ \ 1/4 RAVE \ G, \ C$l•JCRETE it I \ PROP\. R/ :(/ / \ H°W 0�523°CHVRGH RO C. 0. � � PR 3 OGK `f f J1/ I ` _ I 1� \ 15" 15" - P �_ 1 _� I _ "KK JCS/�— �� - --Z� v — v v— -�'{"OO \ \ WJYS� W '"� ��G`�\` SS ��— \\ \\ \\ \ P`\VPM`PN�EP"U601y: sta• k �� 33+00 I 34 0� o \ 36+ 0 \ 7+�0 ) - �\ `J o \ 200 gg�� P oGK3P �O ° I �, S 59 33 05• E \ _ - - \ \ e S G� Ag 3 ---------- -- - - - - - - - - ----- ---- _ -_� - - w - W w ��w - W�gE'9/I- ��#U - _W - _W I _-- W Q' _ W — w - �i� G G H —G — — 1 GD �— — 1 — - — 1 \ \ \\\ �' \ CONGRESS �AS UNE\ 1 -N, 2 2i 12" J \1 Q�1 \ ) I \\- �_-�` \ \� �\ \ �_�)�-�' ' \ ► I I , \ \�� 11 �� \ N°;EM\YES• \,\�\ \� \ DISTURBED AREA = CONCRETE 0-� I \ - - / dEP °0g2 ORN RO \ \ 1 \ r OP .\R/W 1 w c In �\ PG \ •1 L. 1 z \ 00715W \ O g° 2140. g3 `0j 4 \\ 00 Acres 30 " _ \ I s ♦ \ o -{ ) CONCRETE \ DONAL 007994PRINGLE p8 33 gLOGK G• • \ F — \\ \ � 10" > \ \ r �� / �/ \ • / \ l \ \ \ � � �• (Y1 \ 1122 D.BAM 805EPGH SR3H RD. \ a \ \ . �\ \ ' \ CONCRETE\ \ \ 1 ` \ •\ \ \ \\ \ �• \ \ — / �, \ \ \ P.B. 8 PG. 108, LOT 7 �.� \ ` \\ B" CONCRETE / • • — , �\ \ \ GENERAL EROSION CONTROL NOTES • `� ` • , - _-- • • \ \ CONCRETE V7 �l�� N�- RAVEL \ _ O tc — G DONALD0070NE PRINGLE 1120 ALAMANCE CH D. \ a EROSION CONTROL PHASE \ \ \ COG STD. 430 SILT FENCE \ \ \� 0069SW '• D.B. G. 314, \ / .ZA G I S DISCLAIMER ' \ \ • BETTY J RANKIN • 8 PG. 108, LOT 6 \ \ W/ STONE OUTLETS (TYP.) \ \ 12" k'\ . 0068SW 0079945 0063SW ' ' oos4SW • • 0066SW \ ' D°NALDINE J PRINGLE 1118 ALAMANCE CHURCH RD. ' ' \ \ / ' 1. CONTRACTOR SHALL INSTALL SEDIMENT LOG 0079940 D.B. 4s32 \ INLET PROTECTION FOR THE EXISTING CURB ' DORIS Y HILL ' ' ' ' 1114 ALAMANCE PG. 108,LOT.5 Objects on this ma shown with a 0079834 0079837 B. 1786 PG. 341, • J P 0062Sw 1110 ALAMANGE CHURCH RD. \ 0067SW P.B. 8 PG. 108, P/0 LOT 3 INLETS (CI) TO REMAIN. dotted finest le were not surveyed, the HELEN BRADDY T108 ALAMANCE CHURCH RD. • 1112 A ALAMANCE CHURCH RD. \ \ A O 006,SW D B. 6102 PG. 305 . \ ' D.B. 4434 PG. 847• \ D.B. 1767 PG. 486 JAMBS E SIBERT Y Y Y AND WIFE 0T • DEBRA L DAMS \ 0079839 • • . • 0065SW JOANN H SIBERT , • ' • \ . • • were compiled by photogrammetric C \ 0079835 1106 ALAMANCE CHURCH RD. • • • JAMBS W WHARTON 0079836 104 ALAMANCE CHURCH RD. D.B. 6951 PG. 282 0079W43 6 ALAMANCE CHURCH RD. 2. CONTRACTOR SHALL CLEAR ONLY ENOUGH methods, available on the Geographic D.B. 5017 G. 1506 P.B. 114 PG. 147, LOT 4 \ \ 1112 ALAMANCE CHURCH RD. D.B. 5379 PG. 1250 P.B. 114 PG. 7, LOT 3 D.B. 1468 PG. 207 P.B. 8 PG. 108, \ \ \ AREA TO INSTALL SILT FENCE AND STONE Information System (CIS) software used \ \ \ D.B. 325 PG. 556 LOTS 1 P/O 2 • \ \ \ OUTLETS. by the City of Greensboro. 3. CONTRACTOR SHALL BEGIN CLEARING, LEGEND GRUBBING AND GRADING OPERATIONS. DITCH CHECK AND/OR STONE 4. CONTRACTOR SHALL INSTALL COG STD. 457 TEMPORARY SILT FENCE (COG #430) GRAPHIC SCALE WATTLE W/ PAM IN EXISTING DRAINAGE PROPOSED CURB INLET SWALES. PROTECTION (COG #431) 40 0 20 40 gp PROPOSED INLET/YARD INLET PROTECTION (COG #431) 5. CONTRACTOR SHALL INSPECT ALL EROSION EX. CURB INLET PROTECTION CONTROL MEASURES WEEKLY AND OR AFTER NEXT TO OCCUPIED TRAVEL LANE (COG #450) A RAINFALL EVENT OF 1 inch = 40 ft. �". WATTLE (COG #457) 6. CONTRACTOR SHALL BE RESPONSIBLE FOR 0027NE I I 5 li MAINTAINANCE OF ALL EROSION CONTROL JEFFREY WINGATE MARTIN 0052614 0i III MEASURES FOR THE DURATION OF THE 1207 ALAMANCE CHURCH RD. • • • • • • • PROJECT. 0026NE D.B. 4761 PG. 1128 • 20 GEORGE G. GRIER P.B. 49 PG. 9, LOT 6, N °� O (nll AND WIFE VIRGINIA M. GRIER SECTION 4 • w a • , 0052615 o m rn II 1205 ALAMANCE CHURCH RD. • a 0. D.B. 2718 PG. 515 • • • `•-! II 0 \ I 0029NE I P.B. 49 PG. 9, LOT 7, ' — — — MOUNT ZION BAPTIST 1 T CHURCH OF GREENSBORO SECTION 4 • I �--I O�1 1301 ALAMANCE CHURCH RD. • . RETAIN MOU 0030 PDE I — — — — �I C 1 I I D.B. 2900 PG. 170 T ZION B NE ` 1 D.B. 2900 PG. 170 CONCRETE II V I1 D.B. 3739 PG. 376 MOUNT P •III RETAIN C1 D. B. 3739 PG. 387 ZION 0029N rDrOF GREENSpTIST Ch X � < IP 7321 gEgMgNC 865 D INC BAPTIST E COG STD. 430 SILT FENCE o 0 E D.B. Zs26 pGHURCH D.B. 3739 PG. 380 AlAM00798,3- GREENS@ W/ STONE OUTLETS (TYP.) cn • 0028NE II D.B. 3739 PG. 391 1307D8 E CH OF (n 1629 ' GENEVIEVE C. HERBIN ' - �� I ANC URC ORO 0052L,3 D.B, pG • )________ i I „ 2110 WILLOW RD • n 2900 � 852H D.P. 2718 PG. 481 —RETAIN 15 D.& 3739 pG. 376 I I P.B. 49 PG. 9, LOT 5, 071 387 d ' I I SECTION 4 j I� -L- POT Sta. 46+82.55 C D. B. 373g pG 380 V r` ` x i RETAIN MH I - - a. + 39 pQ 391 I �F 6 0 0 COG STD. 431 STANDARD Q COG STD. 450 SEDIMENT CONTROL M U` STORMWATER INLET 10° I RETAIN DILn 12" d Q \ & 15" PIPE LOG FOR EXISTING INLETS (TYP.) +� PROTECTION (TYP.) } 30" IcoNCRETEI I 14" I \ r0 ® (n AspHA r I I I I o/ PD CO)\\� \\+ L _ STAIN j - \ - a JB w`/ „ pX s X spy TAI ��8 \C\ „ - j- - - - _ -- - --- x I 18 �~ F lyx SD T _ T � T _ - - --- c- R - — - --- T--- - -- - - - x T v �-- -�_---�--�-------�--� _Y--�- - —--' -- -_ - - �� _� T T TT -� x p\ G RETAIAAA�1 CI �B \, CB \v - - - - v--- r —E_=— — / SS — SS — Sp i Q 071 �5 ____ y ------—�------------1---------- ss_ss 4+ 0 +00 I 46+00 �I 47+ RETAIN ----- 48+00 ---- -------49+00------------ 5 +00 / 52+00 SS ip-ss — ss �_ -� -_T „ ___ _____ _________ __ S 750 41' 25.0" E S3 -ss � S - I ` PROP W � \ S 75° 41' 25.0" E � BLIND JB 53+ -- - 55+pp � 1/VC �CHU rIRVAD(SR10&5)--- -- -- _ `\------- \ �' War\--- — — — — — — — — — — y----------- ----- 8" WATE I _w-- --�L - - 54+00 / I s T 14 �J W W W \W �T W\ W W W W1 W W W W W W W \ W W---�--- T — 4„ CAS LINE �— A T� W G \ --- G -- G--GG- /-� �19 - G --_ ---- G -- \ � -- --G -- G - G ��- - G �� _ iRE AI „ N s E 0 0 / s E 1ss ss �� s ss 0 c _ C 4„ \ / / - - - - \ _ 1g., RCP -� — c w 4 2 / / PROP. \ �' i .V/ � W I w l y 24" / I s' \ I w l I G 16 I\ I� h �i = I I I w I I rRETE\% / I E } I I I 41 -- I -� I I / IGONGRETEI II z I I g I I o I \ O I' I / i I . -L- POTS 6+86.34 ° C o 'ti 3 3 E - II / t I -r I I J - / �4 RC _1 I c� II ) _ a. 4- 0 E — P \� 00755W . . . . . . II �� I I • . . ppE .--i E loll \ ELNORA IT COUCH 0076SW . + 1 0052302 • • JANET ITMARSHALL 1204 ALAMANCE CHURCH RD AND II 1 I COG STD. 457 WATTLE W/ PAM (TYP.) D.B. 2857 PG. 657, JANICE H SANDERS II II I Q) 101, 20' p P.B. 33 PG. 83, LOT 3,• 0052301 • — —II • • + • 0-70b E 0' \ — • • 6LOCK•A • 1206 ALAMANCE CHURCH �D ' I /"� WILL 0015-E-02554 • • • • • 4 II ) 10 P.B. 33 PG. 83 � ' � 2' I ro ' :3M � Ngp12„ OLE N ISOTTON m 10„ ILEIgN � WIFE d i PRELIMINARY DESIGN DO NOT USE FOR CONSTRUCTION KENNERLY ENGINEERING & DESIGN, INC. 12133 N. HWY 150, STE. F Winston-Salem, NC 27127 PH: 336.7752118 FAX:336.764.0797 NORTH CAROLINA LICENSE NO. C-3900 J 1306 4LA 0052329 TTON N a B 6, 2zgs MAN,,HURCH J 12 12 2„ • • J -Y8- POT Sta. 11+51 94 p. 33 p p 480 RD oo77sw G 83 12" BRYANT W HEADER BLOCK B LOT • AND WIFE 0079SW 0080SW • • • CARRIE R H00 ADER LOVIE D MCBRYDE MARGARET 0 KING (LIFE TENANT;: MT ZION 02SW 005 • 8 1208 ALAMANCE CHURCH RD 2331 WILLIAM T KING OF GBAPTIST CH D.B. 2418 PG. 294 0078SW P.B. 33 PG. LGT,, ERALYN T MGYER A BLOCK A 0052332 REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO. P- 05187 CITY OF GREENSBORO 3ooD ALAMANCE HUz 5H RD P.B. 33 PG, 83, LOT 4, ROADWAY 201 1-067 9/22/14 DESIGNED 7/10/2017 BY TSK ENGINEERING DIVISION BLOCK B SEWER CONST. SURVEY BY --- ALAMANCE CHURCH ROAD WIDENING WATER 2011.067 10/30/17 CHECKED BY NLK J.M. HUNT JR EXPRESSWAY • SIDEWALK 2011.067 9/22/14 SCALE: 1" = 40' HORIZ 1" = 4' VERT GREENSBORO CITY LIMIT EC SHEET NO. 2 of 12 ST CHURCH 10 INC ' HURCH RD. 1529 ' 0031NE MOUNT ZION BAPTIST CHURCH OF GREENSBORO INC MARY S. COBLE (LIFE TENANT) • • • 0079866 132,3ALAMANCE CHURCH RD. 1J. B. 7%30 PG! 91.6 I I y N PROP R12" 630" 10„ I � I , 1• 18" I \ 10" I I \ C 12" M 12 — �� _ T —�► SS��— T I T T �— _ -�56+ 0 '�-5/+00 W W — 12" I I I I 12" 9?1 colvcRETE II 18 24" 12"I 12" I I 10„ I I • • • • • • I M CONC'�R . I O ' • 0033NE o I • INDIA D. DAVIS 0079868 • I • 1601 SHARPE RD. • • D.B. 3664 PG. 19BB P.B. 26 PG. 85, LOTS 3-4 • I • ' • • CONCRETEI I \ '• 0032NE I \ ' BETTY C SHERROD ' • 0079867 • - — I 12' 1325 ALAMANCE CHURCH RD. ' D.B. 3914 PG. 376 • P.B. 25 PG. 85, LOT 1 • • • I \iM'I I 1 Ln 10 ' COG STD. 457 WATTLE W/ PAM (TYP.) / I I I E E E ELFzl C PROP. R/W PRO R/W�I „ 10" 4„ F _ Goy /(`}"I I \ SDX T •T F� T s T s s s �� ' T S s — ��— T s•s S s$ FM S 650 13' 05.4" E 8" WA T • W W W — I w IX4- 2 : I o PR P . R/W �� I/ CONCRETE F FPRO /W \ U \ w 3 oos3�IF 3 3 \ I AND E 0085SW 0086SW FREDDIE L LENNON DORIS J NES ALFERMA H CHAMBERS AND WIFE COG STD. 430 SILT FENCE 0079872 0084SW - CL B RI RAP 0079874 BETTY S LENNON 1326 ALAMANCE CHURCH RD ALFERMA IT CHAMBERS 1330 ALAMANCE CHURCH RD 0079875 W/ STONE OUTLETS (TYP.) D.B. 2715 PG. 819 0079873 ES 51 TONS D.B. 4259 PG 510 1332 ALAMANCE CHURCH RD P.B. 50 PG. 73, LOT 1, 1328 ALAMANCE CHURCH RD ES 4 Y GFD P.B. 50 PG, 73, LOT 3, D.B. 2370 PG. 455 SECTION 1 D.B. 4259 PG, 510 SECTION 1 P.B. 50 PG. 73, LOT 4, I P.B. 50 PG. 73, LOT 2, SECTION 1 P E SE�TION X ¢ o- zN , a • . • 0035NE �....� ..,., ..�... ARNOLD L. JOHNSON AND WIFE • AND WIFE CONNIE B RODGERS • • • JUDY A. JOHNSON 0079860 0037NE • • • 0079862 1407 ALAMANCE CHURCH RD. JIMMIE RABB 1405 ALAMANCE CHURCH RD. D.B. 5909 PG. 898 AND WIFE D.B. 5901 PG. 307 P.B. 151 PG. 35, LOT 2 STEPHANIE RABB P.B. 151 PG. 35, LOT 1 0079863 1409 ALAMANCE CHURCH RD. D.B. 6379 PG. 1632 P.B. 151 PG. 35, LOT 3 0034NE N I • ' ' ' ARNOLD JOHNSON SR. 007985a -Y9- POT Sta. 10+00.00 1401 ALAMANCE CHURCH RD. zi F m D.B. 4244 PG. 403 > a P.B. 40 PG. 46, LOT 1 W M -L- POT Sta. 62+54.22 -L- OC Sta. 65+32.14 a 0 - - PUI Sta. + . - -1 Sta. + . N + ko 1 w 1 -J U0 I z 11 E E E E 24 / M CON, /• I .. � — S SS �� SS — SS \� --------� CBS �� -- — _ — - FMB - FM M / F _ c - - 6�+00 M - Fa4 �E/7�i� AD 8„ WA TER G W �G W G G„ G \ � S �- w I I� E PROP. C II � II E I 0087sw N O OY FREDERICK L COVINGTON 0079876 + nI OT CS 1402 ALAMANCE CHURCH RD L`r D.B. 5506 PG. 210 ko R + ^ x I P.B. 50 PG. 73, LOTS 5-6, `` SECTION 1 O �"I 0088SW ko 10' UTILITY ESMT I I • • • • • • (� • ri MARY R MCDUFFIE PB 50-73 I* (f� • • [17 1410 ALAMANCE CHURCH RD 1 U7 D.B. 2846 PG. 346 • • • V • P.B. 50 PG. 73, LOTS 7-8, • • • ••� SECTION 1 m 1 II • u -Y10- POT Sta. 11+43.36 0 PB 50-73 0037NE \ 0044NE JIMMIE RABB BRANDON A LEWIS III AND WIFE 0040NE �'\\\ \ 0042NE • 079952 0045NE STEPHANIE RABB JACQUELINE L. WILLIAMS ALAMANCE CHURCH ROAD TOWNHOMES LLC • • 2308 ZORNBROOK DR. SHANTA PERRY 0079881 i(\\ \ / �� 0079852 �1 1i D.B. 3839 PG. 13221 079951 5CHURCH RD. 1415 ALAMANCE CHURCH RD. \ �\ \ \ DN R 1419 ALAMANCE CHURCH RD, . 1 P.B. 96 PG, 120, LOT 6 1423 ALAMANCE CHURCH RD 1409 ALAMANCED.B. 6817 PG. 91 \,\``11LL,,.1 Q\ /G / D.B6866 PG. 1618D.B. (. �i 1 • • • • \ / \ \\W� \\ 92 / �� IIII • • • ' •.l,\ I D7214 PG. 1975 • • P.B. 151 PG. 35, LOT 6 .B / • O P. 96 PG. 120, LOT P.B. 151 PG. 35, LOT: 5 D.B. 6379 PG. CHURCH • • 0038NE • • • w • • • • • • • \\ \ NCREZE '( S�.a 1�k , • w JIMMIE RABB ' • I . / �^ \ ` \\ G _ P y / . ' `^r_ +00.00 • AND WIFE • 0039NE I . 1 `Iy� i POT Sta. 10 STEPHANIE RABB LAKISHA DANIELS o,}tj O O �` h\\ \\ '\ I 1 -Y12 - O = '� "' CCC 0111NE n \A1 a 0079877 COG STD. 430 SILT FENCE �' �' \\ / CONCRETE _ 0 32' 05.1 VV o r� 0079864 H j J�" CHRI022 E FIELD � 11 1411 ALAMANCE CHURCH RD. 1413 ALAMANCE CHURCH Ra. z^ )( •Fp SAND \ o2z2719 — IZ AHD BRG •S 20 - • z T D.B. 6379 PG. 2885 D.B. 6700 PG. 1654 O ' W/ STONE OUTLETS TYP. O O=0 \\ / 2322 DEERBROOK FOREST LN -{- Y O 0043NE • - • N . o • P.B. 151 Pc.•3s, LOT 5 m ( ) J '� h�d� Q FILTER \ \ KI _ P.B. 151 PG. 35, LOT 4 a + \ O•F Z P a • \�� .•-1 0 �1(0• 0110NE �f-8813) \\\ \ D.B. 7747 PG. 2180 d' MAND D BRYANT a 7 r AND HUSBAND' a . O • . -- - ^ 00 G ALAMANCE HURCH ROAD T WNHOMES LL O \ \ i 70 TOBY L. BRYANT . • • . —+ N N a �� 5 DEERBROOK 9FOREST LN ^� I I\\ ONiREiE aJ \ SOP D. B. 7350 PG. 2138 • • • — r 0079981 N I\ • .O 2309 ZORNBROOK DR. II i 10' X 20' SIGN ESMT I I �- y •! 0041NE \ J 6 66 PG. 1618 J8,�1 I \I \ \ _ _ 00 _ U ANITA WILLIAMS a..+ ` SAN SEWER ESMT P.B. 96 PG. 120 P 96-120 \ \ ' I ANJ, HUSBAND SQ I II 1 " \ I PB 188-147 \ ®/ CONCRETE \ _J11RAND LL K WILLIAMS \ 10• XPBlfiIG2p ESMT =L- POC eta. 76+ 3. IE 07 1417 ALA ANCE CHURCH RD. a D.B. 537 PG. 1891 • I I \ I Dk` J 10' X 70' SIGHT ESMT CO c E P.B. 1 1 PG. 35, LOT 7 •-•� -Y11- 2 „ I II Ii V • PB 96-120 �\ — E \ , X BO 961 120 ESMT E w w \ PT Sta. j III i�l-i I E E E E D �— E D E E E �P�OP. 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R/W 1 LE ly — v`zn� E I \ P �P\ R/W \ \ -�� — \\ \ \ Ni \GRAVEL\ % \ \ sO. \.I\ 1 / E S I 0095SW 1- .� .O \ O I 1 O/VV� �- ASPHALT 1426 ALAMANCE CHURCH RD * — E IH2 BORROWER LP I I ( E �3 E 1 E F TOPSL PROP. R/W \ \• 0 \ \\ r \ \ \ J �y \ 1� �� PR E0080104 E .r --- n _ E I D.B. 75 . PG. 2862 \20' � — — — _— P.B. 126 PG. 128, LOT 127, I ��Tw• _ --- / — 119�' \ \\ imPB 75-15 \ / / Lfl SECTION 3, MAP 1 U I �' - -L- POC Stall 73+58.78 + x I \� 0089sw I I 009osw0'?� oG�' \o \ r— + n WILLIE J KENDALL \ 6 Oq O JAMES E SIBERT \ r \� �'�, °- To °' BRG = S 20 0 15.5 W 10' UTILITY ESMT _ 0079853 S .• I I 7 I AND WIFE �` PB 50-73 I CONCRETE I 1412 ALAMANCE CHURCH RD JOANN H SIBERT \ v' I s I ER WILL * 0C SING I I D.B. 2846 Pc. 34s I I 0079880 COG STD. 457 WATTLE W/ PAM (TYP.) \ �� F JASPER wILUAMs .�-+ ANN c sINaAIR I P.B. 50 PG. 1, LOT 24, I 1416I ALAMANCE CHURCH RD O� PDE \ 0 AND WIFE I �:! 0080105 1- D.B. 2716 PG. 592 W N 0091SW O� \ \ \ q lO 0092SW O to * * , 142 RD 4P 6RD rn RAYMOND J SIMPSON .y0 \ \+ 6 00SW s F � * r , 24 ALAMANCE CHURCH I -------n a, \ �y OTHY L H TOILER Y L HAT H e ALAMANCE C v D.B. PG, PG. LOT 126, N I I I p m JOYCE L SIMPSON �y� n 2 ALAMANCE CHURCH a• .B. 75 PG. 31 LOT 12 7 ,n r- d 0079879 GA R HATC R G TCHER 'T D.B. 6868 PG, 328 SECTION 3, MAP 1 j a I I a o 1418 ALAMANCE CHURCH RD \ ` \ ((80107 P.B. SEC17,� PG. 3, LOT 125, 1 D.B. 3629 PG. RC 0 1420 ALAMAIl E CHURC RD 1420 AL A 07HUR RD I SECTION 3, MAP 1 �• P.B. 94 PG. 20, LOT 1, \ \ \ D.B. 5104�G. 2068 D.B. 5 0$ Cn \ 75 P P.B. 75 PG. 1A 5, LOT 124, P.B SECT ON�1A \ \ SECTIONM1 • , \ �e T To I s� �p I \ \ 0 \ Op l�,p 0093SW JASPER WILLIAMS AND WIFE I • • • • \ \ yy,)e I \ TO WILLAIMS \ • 0 v 1422 A� • • • I \ \ I P.B. Da SEC I N3, LOT 1 . \ ` SECTON 3, MAP 1 • I \ °S ��.. GENERAL EROSION CONTROL NOTES EROSION CONTROL PHASE I 1. CONTRACTOR SHALL INSTALL SEDIMENT LOG INLET PROTECTION FOR THE EXISTING CURB INLETS (CI) TO REMAIN. 2. CONTRACTOR SHALL CLEAR ONLY ENOUGH AREA TO INSTALL SILT FENCE AND STONE OUTLETS. 3. CONTRACTOR SHALL BEGIN CLEARING, GRUBBING AND GRADING OPERATIONS. 4. CONTRACTOR SHALL INSTALL COG STD. 457 WATTLE W/ PAM IN EXISTING DRAINAGE SWALES. 5. CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND OR AFTER A RAINFALL EVENT OF 2". 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINANCE OF ALL EROSION CONTROL MEASURES FOR THE DURATION OF THE PROJECT. 0091 SW RAYMOND J SIMPSON AND WIFE JOYCE L SIMPSON 0079879 1418 ALAMANCE CHURCH RD D.B. 3629 PG. 694 P.B. 94 PG. 20, LOT 1, REVISIONS TYPE ROADWAY SEWER WATER SIDEWALK CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS 201 1-067 9/22/14 2011.067 10/30/17 2011.067 9/22/14 CONTRACT SHEET 44 of 97 SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. �QJG�\0C\�ITy, CO, A ¢o zm zJ �0 SOy BEPORE YOU DIGI CONTACT ONE -CALL CENTER 1-900-632-4949 0R'811' Clty of Greensboro Underground Locates Information/Requests COG Water• Resources Dept. & — _.373-203 GDOT Traffic Signal — — — — — _ .373-2606 COG/Guilford Co. Telecom — _ — _ _ 373-2084 COG Water Supply— — — — _ — _—373-5855 Tanks/ Treatment Plants GDOTStoenWater — 3-2569 DISTURBED AREA = 11.00 Acres GIS DISCLAIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRELIMINARY DESIGN DO NOT USE FOR CONSTRUCTION KENNERLY ENGINEERING & DESIGN. INC. 12133 N. HWY 150, STE. F Winston-Salem, NC 27127 PH: 336.7752118 FAX:336.764.0797 NORTH CAROLINA LICENSE NO. C-3900 — U111:11 I:NtL:K ANU/UH S I UNt OUTLET (COG #432) AV V V V Y TEMPORARY SILT FENCE _ (COG #430) GRAPHIC SCALE PROPOSED INLET N (COG #431) 40 0 20 40 80 ❑ PROPOSED INLET/YARD INLET PROTECTION (COG #431) EX. CURB INLET PROTECTION JK NEXT TO OCCUPIED TRAVEL LANE (COG #450) WATTLE (COG #457) 1 inch = 40 f 1_ JOB NO. P- 05187 CITY OF GREENSBORO EC DESIGNED 7/10/2017 BY TSK ENGINEERING DIVISION CONST. SURVEY BY --- ALAMANCE CHURCH ROAD WIDENING J.M. HUNT JR EXPRESSWAY SHEET NO. CHECKED BY NLK OF 1 SCALE: 1" = 40' HORIZ 1" = 4' VERT GREENSBORO CITY LIMIT S� Ar ° • 601 +\ A- RE ANGELA P JEFFERS ALVIS T JEFFERS Ol' MELVIN 46GRAVES sO / / 0080045 AND WIFE • • • / 1501 O.B.175 HILLS DRIVE RHONDA GRAVES I -i" I :B. 71 :5 P C 131 079950 �GJ } 27.5' UTILITY ESMT 76 P.B. 165 PG.• 31 PB 165-31 1425 ALAMANCE CHURCH RD . . • COG STD. 430 SILT FENCE ��' /° D.B. 3889 PG. 11 • . • � • P.B. 96 PG. 120, LOT 4 W/ STONE OUTLET (TYP.) . , • • • . • , . . 0049NE • 1 + TO947 • , , • ONES 0079947 I Cq } 1429 ALAMANCE CHURCH RD • D.B. 3814 PG. 1822 • • • • • P.B. 95 PG. 120, LOT 1 • 15' STORM SEWER ESMT I In O r . Be 165 31 15 PRIVATE DRAINAGE ESMT CO • I ' • •0047NE • m 004 E \ I — — — — �. . PB 165-31 zi° LA ADAO/NKATRINA M NEELY p PAUMSLIVING TRU T a079949 RD PAULA L ADAMSIDN (TRUSTE�) III _—II -L POT Sta. 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SD1 SD C X --Sax R E� s s� —-- ---—_— —_ — w 87+00 88+00 1 89+00 S (1 02' 53.6" E AS LINE N T •i^ T T�D I 4 — 1� ti w Z I UI 1„ o E E E E I 1 G \ c I I PB 65-36 / E 40 0096SW 1 \I — — — 3 I E / I E I 41 D AND WIFE H7\ DANIEL M LYONS r 10 I ARNES SMITAND WIFE �A INEZ S LYONS I 1 II ~ I r y / \ 0080065 0080103 m I I I / / 1432 ALAMANCE CHURCH RD \ ' 1428 ALAMANCE CHURCH RD I �I II o —I '' PDE D.B. 5026 PG. 219 Y E D.B. 4374 PG. 901 (/) IbDo \ P.B. 65 PG. 36, LOT 178,/ G� P.B. 75 PG. 15, LOT 128, 111 3I1� � II 0097SW � •Z I � � � 4 SECTION 2 SECTION , MAP 1 I`I1 I LU LINWOOD M CARVER /E — 2 / I �I I I AND WIFE 1 I• ti / • • I MIGUEL G CARVER O 0080065 • , r1l II 1430 ALAMANCE CHURCH RD o�U + O I ' D.B. 5123 PG. 871 • 01 ^\ II I P.B. 65 PG. 36, LOT 177, • . • / . • I SECTION 2 ' N MI O II • I `YI V „ • �` I ii II I BRG por a IN S�g0 td, 10 I II�X II I 1g�o6 x9�s . .. • • I II II I •8�, � I II jl j I � I I p II I I I II II I I II 4 x�l I I II 10 II I I I I 0053NE DAWN RENTALS LLC 0114870 1447 A ALAMANCE CHURCH RD (V D.B. 8009, PG. 1751 COG STD. 457 WATTLE W/ PAM (TYP) DAWN ROENTALS LLG + 0114816 30 1453 ALAMANCE CHURCH RD V_ D.B. 8009 PG. 1764 ON �FHOP 32" ra. 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W /, 4' F F I SS �— SS SS n/E i SS E S S --_�_ — — "-GAS LIN�_-- ^ -od — 1 T T �— I 12 PROP. R/W I g I HOP. E • E! x 0101SW \\ PATRICIACI WALL 0080062 1438 ALAMANCE CHURCH RD • \ D.B. 7085 PG. 1120 • NiP lf- P.B. 65 PG. 36, LOT 181, SECTION 2 0101SW PATRICIA WALL • 0080062 1438 ALAMANCE CHURCH RD • ��9i0 D.B. 7085 PG. 1120 ar 4 • P.B. 65 PG. 36, LOT 181, •�14 SECTION.2 9� LEGEND DITCH CHECK AND/OR STONE OUTLET (COG #432) TEMPORARY SILT FENCE (COG #430) PROPOSED CURB INLET PROTECTION (COG #431) ❑ PROPOSED INLET/YARD INLET PROTECTION (COG #431) EX. CURB INLET PROTECTION JIM NEXT TO OCCUPIED TRAVEL LANE (COG #450) vWATTLE (COG #457) CONTRACT SHEET 45 of 97 SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. �QJG�0Ct�ITy p�'Yc mClh 0is 0 ¢ozm Z0 7y BEPORE YOU DIGI CONTACT ONE -CALL CENTER 1-1K-632-4949 OR'811' City of Greensboro Underground Locates Information/Requests COG WateI Resources Dept. A — _.373-203 GDOT Traffic Signal — — — — — _ .373-2606 COG/Guilford Co. Telecom — _ — _ _ 373-2084 COG Water Supply— — — — _ — _—373-5855 Tanks/ Treatment Plants GDOT Sto Water _ 3-2569 DISTURBED AREA = 11.00 Acres GIS DISCLAIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRELIMINARY DESIGN DO NOT USE FOR CONSTRUCTION GENERAL EROSION CONTROL NOTES / I EROSION CONTROL PHASE I cs:7 , _ _ v 96+00 1. CONTRACTOR SHALL INSTALL SEDIMENT LOG INLET PROTECTION FOR THE EXISTING CURB *w KENNERLY — INLETS (CI) TO REMAIN. ENGINEERING & DESIGN. INC. \ G I 2. CONTRACTOR SHALL CLEAR ONLY ENOUGH AREA TO INSTALL SILT FENCE AND STONE OUTLETS. 12133 N. HWY 150, STE. F �l Winston-Salem, NC 27127 \ \ 3. CONTRACTOR SHALL BEGIN CLEARING, NORTH PH: 3367752118 FAX:336.7640797 CAROLINA LICENSE NO. C-3900 \ \ 0103sw \\ GRUBBING AND GRADING OPERATIONS. \ �ORI H CHRISCOE 0130560 ALAMANCE 1as4904P. 5 D.B. G47H RD ^ 4. CONTRACTOR SHALL INSTALL COG STD. 457 \ WATTLE W/ PAM IN EXISTING DRAINAGE \ \ N SWALES. \ + GRAPHIC SCALE 5. CONTRACTOR SHALL INSPECT ALL EROSION rra CONTROL MEASURES WEEKLY AND OR AFTER V) 40 0 20 40 80 A RAINFALL EVENT OF z". a 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINANCE OF ALL EROSION CONTROL I inch = 40 ft. MEASURES FOR THE DURATION OF THE PROJECT. REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO. P- 05187 CITY OF GREENSBORO EC ROADWAY 201 1-067 9/22/14 DESIGNED 7/10/2017 BY TSK ENGINEERING DIVISION SEWER CONST. SURVEY BY --- ALAMANCE CHURCH ROAD WIDENING SHEET NO. WATER 2011.067 10/30/17 CHECKED BY NLK J.M. HUNT JR EXPRESSWAY 4 OF 12 SIDEWALK 2011.067 9/22/14 SCALE: 1" = 40' HORIZ 1" = 4' VERT GREENSBORO CITY LIMIT CONTRACT SHEET 46 of 97 LEGEND DITCH CHECK AND/OR STONE OUTLET (COG #432) TEMPORARY SILT FENCE (COG #430) PROPOSED CURB INLET PROTECTION (COG #431) ❑ PROPOSED INLET/YARD INLET PROTECTION (COG #431) EX. CURB INLET PROTECTION JM NEXT TO OCCUPIED TRAVEL LANE (COG #450) vWATTLE (COG #457) TEMPORARY CONSTRUCTION ENTRANCE (STATE REQUIREMENTS) (COG #436-A) SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. �,JP\It�ITy, CO, A ¢o zm D 7J o �y BEFORE YOU DICE! CONTACT ONE -CALL CENTER 1-1K-632-4949 0R'811' City of Greensboro Underground Locates Information/Requests COG Water Resources Dept. Ad _.373-2033 GDOT Traffic Signal _ _ _ _ _ _ .373-2606 COG/Guilford Co. Telecom _ _ _ _ _ 373-2084 COG Water Supply_ _ _ _ _ _ _ _373-5855 Tanks/ Treatment Plants GDOT Sto Water _ _ _ _ _ _ 3-2569 DISTURBED AREA = 11.00 Acres GIS DISCLAIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. CO � I I I I I I II II II I . I �I� III I II I �IIIx�'+ + �I I / "' r GENERAL EROSION CONTROL NOTES II I -L-'PC�ta. �6+39.59 / s „/, moo+ W� \ 03 o �� To� `�� /� EROSION CONTROL PHASE I I I ao IIII I m I I • I I 0\�' 1CONTRACTOR SHALL INSTALL SEDIMENT LOGX A- m 57 COG STD. 430 SILT FENCE o INLET PROTECTION FOR THE EXISTING CURB I I I I II II w \ / / / W/ STONE OUTLETS (TYP.) c INLETSCI I I III I / �� \ // �+ (CI) ) TO REMAIN. \ I I l Urn -� N z I v �l �� \ \ a�T -• II III II II } ' I A, 2. CONTRACT OR SHALL CLEAR ONLY ENOUGHNk AREA TO INSTALL SILT FENCE AND STONE CI\ oo oOUTLETS. nIIV OOIxI/ 2c + 3. CONTRACTOR SHALL BEGIN CLEARING, n Jr/ ' m COG STD. 436-A TEMPORARY GRUBBING AND GRADING OPERATIONS. CONSTRUCTION ENTRANCE (TYP.) t I c o 4. CONTRACTOR SHALL INSTALL COG STD. 457 II"I1II II \I IP I III I\ I/q1Ty M I I — �I,Z WATTLE W/ PAM IN EXISTING DRAINAGE o SWALES. E E I / \ // 5. CONTRACTOR SHALL INSPECT ALL EROSION In I \\ 0 �P \ CONTROL MEASURES WEEKLY AND OR AFTER 4x \ \ _ _ / L P5 G A RAINFALL EVENT OF 2". o of \ \ 7 "� PRELIMINARY DESIGN _" 6. CONTRACTOR SHALL BE RESPONSIBLE FOR c \ / /� y DO NOT USE FOR MAINTAINANCE OF ALL EROSION CONTROL ALIq NCB — \ BR/STOL RD. / b �,,� / MEASURES FOR THE DURATION OF THE CONSTRUCTION PROJECT. __+ cm� N \\ T \\� �\� I +/� I c G -O _ 1399 i/ y /6D/ SS CP/ KEN N ERLY INC. `k \\ \ \ / /� % 12133 N. H WY 150, STE. F \\\� COG STD. 450 SEDIMENT CONTROL Winston-Salem, NC 27127 N \ I 1 I \ 9 0 \\\\ \ I /i/ \ / LOG FOR EXISTING INLETS (TYP.) PH: 336.7752118 FAX: 336.764.0797 • p� N��➢m �� 9 \I I , � 1 1 ow ', \ � \ \\ \ / �' � � NORTH CAROLINA LICENSE NO. C-3900 • • W 7 � to T \ I I 1 � "J \ m II� 1 4,0 GRAPHIC SCALE 40 0 20 40 80 � � �m � � � �� V4US✓/ ( IIy I'L'L"I' ) I inch = 40 ft. REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO. P- 05187 CITY OF GREENSBORO EC ROADWAY 201 1-067 9/22/14 DESIGNED 7/10/2017 BY TSK ENGINEERING DIVISION SEWER CONST. SURVEY BY --- ALAMAN C E CHURCH ROAD WIDENING SHEET NO. WATER 2011.067 10/30/17 CHECKED BY NLK J.M. HUNT JR EXPRESSWAY OF 12 SIDEWALK 2011.067 9/22/14 SCALE: 1" = 40' HORIZ 1" = 4' VERT GREENSBORO CITY LIMIT \ GENERAL EROSION CONTROL NOTES � _--- 11� \ PB'92G3ESDB 3489-304T CONTRACT SHEET 20' UTILITY ESMT PB 92-31 \ EROSION CONTROL PHASE II 47 OF 97 o- I • \ oM3f /�� 1. CONTRACTOR SHALL MAINTAIN EXISTING \ I AE FLOOD 0(\f9a, SEDIMENT LOG INLET PROTECTION (COG STD SENSITIVE INFORMATION 000zN I / • \ BURGER BUSTER III, LLG ^ _ ��\ _ x 5, 3b 6" W 450) FOR THE EXISTING CURB INLETS (CI) TO 0092966 I / � — \ .S \ 2239 MARTIN LUTHER KING JR. DR. O�Oo oo/ / J \\ I \ Not to be copied or \ D.B. 75 0 P . 1 3, TRACT 1 I \ \ �/ �� / / ��koo S 80 � ' ^ 36 D ®• 1 / - o�, X FLOOD ZONE \ �/I/ .� REMAIN. • \ B 6D PG ,D3, LOT 2 R THER N distributed without the \ ^O'� /I / ALAMANCE SQUARE 092975 ING CE44TF \ / •' / / • `J 1023 ALAMANCE CHURCH RD. \ / ` — �� / I O • \ - �•� � � — -r � 2. CONTRACTOR SHALL INSTALL COG STD.431 \\ • • ' \ \ // \ P.6.B.29 PG. 24, OT 5 RETAIN \\ �� / .•. . ,. _ express written 1�" • • . �� .;� \ �n STORMWATER INLET PROTECTION FOR ALL p +97.43 Y M .� permission of the City O � /' ` �' PROPOSED STORM DRAINAGE STRUCTURES. \ ti� McooNALD°S0CRPORATION \ / �/ / \ — \ �' `� \\ V7 3. CONTRACTOR SHALL INSTALL COG STD. 457 Of Greensboro. 1 \ \ I O , w + WATTLE W/ PAM IN ALL SPECIAL CUT DITCHES. �\QN MUST \ Do9z9s6 b ��JG �� tL I TY ARO,c \ • • 2241 MARTIN LUTHER KING JR. DR. ° \ \ /� — �� \ ' — SD X �8I ♦ \/ •O • O \ ASPHALT • D.B. 3489 PG 290 • \\y� ASPHALT \ 1 x �' '0 4. CONTRACTOR SHALL INSPECT ALL EROSION �' F T _� \ \RETS��7�"� SD I / / -1- 0004NE � JO �� _ _ roMCO PROPERTIES LLc CONTROL MEASURES WEEKLY AND OR AFTER \'y o // / n 0092972 \ / ASPHALT \ — — W \ oQ/ / O O O o \ / I — _ G — — G G W T -RZTAI �/ / // / ~ 1051 ALAMANCE CHURCH RD. , J f Z U N D.B. 6613 PG 2576 A RAINFALL EVENT OF 2". ¢ o m ,C 1� ju�J / P.B. 87 PG. 86, LOT 9 Z 5. CONTRACTOR SHALL BE RESPONSIBLE FOR 93 \ 16+00 MAINTAINANCE OF ALL EROSION CONTROL gEPOggyOUDIG! • \ ---- -- ----- a o 50 'G \ \ / // MEASURES FOR THE DURATION OF THE CONTACT ONE -CALL • \\I\ \ \ — — — — — — — — \ ' W 04 • • . • =a _ _ _ \ I ES o cis N PROJECT.-800-02-4949 OR'81CI�VTSIt Cf) \ \ \ \ \\ /\ / /MW /R�D IAA- ._ — — — — — — — — — ��RE�TAIN \\ \\� W City of Greensboro Underground RETAIN I— _ \ '� Locates Information/Requests CI .....ry °y • \ \\ / / G ✓/ — TAIN — — ,i �y o \ \ \ \ , z m COG Water Resources Dept. �d _.373-2033 \ \ X I , �G/// GE 10 CS '►• _ '— \ Op �\ Na 3-2606 9 ------ • m \ \ \� / `/// /) ��5� \ T \ R/ "ICOG/Guilford Co. 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SILT FENCE STONE OUTLET (TYP) 'BUFFE 50' BS E {ER 50' BUFFERS — — _ / T / — — / \ '' / 0 v "- u ^ ✓ _ \ \ Q Q �Q / i WATTLE (COG #457) — — _ RED -°• F 50 ' BUFFER ALAMAIMCE G�HURChrRO R 1005) / ' UFFE 30' BUFFER — • " COG STD. 457 WATTLE W/ PAM (TYP) 3 _ : r� �' r'.. •�'�Iff T.. -:'T :—�-- • _ _ T / %'�\ 7 _ ��1 �- 12133 N. HWY 150, STE. F UFFE ••� • — _, — _ — — — — — — — — — — — — \ �\ /• o?�SW zENPNsV PH: 3367752 1 .S18 FAX: 336 764.0797 -30 ' BUFFE � . L _ — — s 41 / / Q 4 FF� "PAS — — E — — — — — — — _ — - - — — — — — — — — —_— _ E 7—V,L 5 MCINERP�bu NORTH CAROLINA LICENSE NO. C-3900 PSP — — — — — Vic— — — — — — - - �� ' �PMgS PgG0092g60C6 e 'CREfff — — — _ _ � o � — � I - / PN 60 TUE°s7 PC uFFER 0,6 PGPM 2g2 \ OET5L i — — — .�LQQ _ — �-0€SL TOESC�— COG STD. A30SILT FENCE 0} UFF� \ / g0e GOSasw E j W/ STONE OUTLETS (TYP) ) / III % — ' - — — 30 'BUFFER / V �- E001, GNF�REEN�EE •\ BUFFER O Y �5 R2g5 cj \ /� 38 ' $tJ 4- / 30_BUFFER __ 30 'BUFFER— 30 - B R MPR Y o°.11MP"cg139 _ _ 1219 PG � 30 ' BUFFER — — — — —Idol �� 50' BU FtF"— / �,, FFER — J a-' ��-rsaoi —� �Sd01 50 ' BUFFERS ,� / / \ GRAPHIC SCALE / sL 50 liy 50 'BUFFE 50 ' a� OFFER— 5^ ' ?UF ERA - ' ) \, • \ \ 40 0 20 40 so O,Os \ _ 15' PRIVA R ESMT 515W Sj Fg01 /t'o�pSL O' eU��.Q1`/ R 188-52 OOEPG �SRjR�5SgE1 r 5 a \ , R GY"aMP P""PRROW<<j�u5 EEi COG STD. 430 SILT FENCE Std. \ J �zR o W/STONE OUTLETS (TYP.) �s cO 1Z+33.4 R �Ql \ IP SV �� \ pogo ogPM�s��PSa,°� 2 i 1 inch = 40 ft. m v Pe X > CL pPRS C REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO. P- 05187 CITY OF GREENSBORO EC G„ 25 D SOBS" go M, PNGE G"28g3 RO l . \ • ROADWAY 201 1-067 9/22/14 DESIGNED 7/10/2017 BY TSK ENGINEERING DIVISION ,G500 g 1511 p \ • SEWER CONST. SURVEY BY --- ALAMANCE CHURCH ROAD WIDENING SHEET NO. • WATER 2011.067 10/30/17 CHECKED BY NLK J.M. HUNT JR EXPRESSWAY 6 OF 12 • SIDEWALK 2011.067 9/22/14 SCALE: 1" = 40' HORIZ 1" = 4' VERT GREENSBORO CITY LIMIT i • PLACE C:r�,og1 GEOn ND '0' �R\ER I I / / \ \ \ • • • • \• • • P`PM q1 PG •OS g • • M • • • • ,203 D B, q96 PG. 9, 4 V\R� �\Og26� GHVRGH RD \ • \ Pg sE.1\0N pGPpf`PNgEPg 5�S 1, . CONTRACT SHEET I I / / • • 1205 P gg 4sEG5\ON 4 R�P�p,�E 48 OF 97 I cP \ �lE• & • K & . I \ 0021 BE \ 0°24NE PRGP\.\D • • \ Sv� • • • \ \ DARRYL R ATRIS \ p1,GP • • • • • P ^\ / / \ 1123 B ALAMANCE CHURCH RD. \ GREGO PNDM,GFP `PND • ' G&•R OR P\\V \ D.B. 5311 PG. 790 (J, `\5P W�0g2611GHNRGH RD \ . . F(�o S-� • SENSITIVE INFORMATION • I I • \ P.B. 145 PG. 60, LOT 2 PGpM PN2 pG 2�Sa9, • • . O • CON \ Not to be copied or • •• I \ \ \.� Q8A9'9 NE 5 120, P g 5. Ag R S\ON 4 • G • Si-: 4A. " distributed without the 0015NE SNo0I`,S \OE ZRTS \ - S•13 63�� W \ °ONGRESE express written WM CALVIN HOLMES °°��E GHV616 \ R G \ DRp M 59, GH RD. z \ • PNO �� POD sta• �1 + \ permission of the City • • 0052571 1111 DLBM 561C EPGH345H RD. \ \ �, 21 �g4g2 P� 9G A • 0012NE 0014NE \ \ \ • pg CS\ON • "�' a• �o o� S° of Greensboro. sE = 0 Q ORES LLC P.B. 8 PG. 84, LOT 6 • • V MUS DALE 2572 S 0020NE • N W X� 0052574 0013NE ooszs7z \ �. \ �pN T IS DARRYL R ATRIS 1105 ALAMANCE CHURCH RD. PAM OLIVER 1109 ALAMANCE CHURCH RD. 0017NE S D.B. 7600 PG. 2396 I 0052573 D.B. 3482 PG. 2339 I ALTON A. ROGERS, JR 0019NE 0052578 • • JG� j tL I TY patio \ AND WIFE \ ABEL 0. ORTEGA 1123 A ALAMANCE CHURCH RD. �\ q� P.B. 8 PG. 84, LOT 3 • 1107 ALAMANCE CHURCH RD. PB. 8 PG. 84, LOT 5 0018NE AND WIFE \ D.B. 5311 PG. 790 ' • . \ • REN\0 PG \ �� P� G \�� o Rp�� RCH RD. I D.B. 7154 PG. 2339 I JENNIFER F. ROGERS 82 P.B. 8 PG. 84, LOT 4 I 0052580 CAMILO GAR AND WI TOLEDO ORALIA G. SALDANA P.B. 145 PG. 60, LOT 1 • (� \ 1117 ALAMANCE CHURCH RD. \ ELISA VAZQUEZF NEGRETE 0052590 \ • • • • (,, \ REP R ^ gi - ^ O 7T 2 ' • I D.B. 70Z7 PG. 2248 0052579 1121 D.B. AMANCE CHURCH RD. • • . / \ V \ q » r '(�� / 1119 ALAMANCE CHURCH RD. • • `\ -1 • • \ D.B. 7671 PG. 203 \ • • � • • • • \ o �� (V Q U, D m NCDOT NE / - 1 Z 0 I. 838.01 (V 0016NE \ , i • M DPRRy 5 S�SR\URGH RD \ \F �l • LUCINDA WASHINGTON • • • • . 0° G\-\ _ V �•+ (J 1115 ALAMANCE RD. ^ COG STD. 457 WATTLE W/ PAM �TYR) \ 23 gDg4y3pGP6o1`G, 2 \ \ CD� ' 4IV�1 �v Bffi�OREYOUDIC3! \ D.B. 7095 PG. 305 • \ CV • R g - �/ \ ►••• CONTACT' ONE -CALL CENTER c} I I I \ c • ' \ I \ L p119 � ��O � � � � A � ..:.' ' c 1-800-632--4949 0 R '811' • • I COG STD. 431 STORMWATER • �J---- . INLET PROTECTION TYP ,.� F - 42 / �A L •' � ( ) . \ � \ � ..,• • s \ � w ¢ j►.! ' :'•�S S City of Greensboro Underground ;PEC. LATERAL• - E o • • • - 01, p .• • • . • • �� w Locates Information/Requests SASE DITCH a• \ a SPEC CUT DITCH \ , E S I\ J \ J SEE7.TAIL 1 �-'- E�w ` w I COG Wat4Resources Dept. A 373-203 SEE DETAIL-- w �� S 0� I PDE- GDOT Traffic Si nal - - - - - - _ _373-2606 \ SPEC CUT DITCH •-------- \ .----- 061 \ I E ° \ • ! �S 0 vE & g \ SEE DETAIL 1 I I --• E ,••. • \ RE ►:! ''• %R '� COG/Guilford Co. Telecom - - - - _ 373-2084 PC 0610 \ _ w �Fj \ COG Water Supply _-------373-5855 E ` ml f�� I \ 1 \� GRAVEL - - E �� IW �� / / 5G4,20 Tanks/ Treatment Plants / �� E �� o \ P : •' ' '' w G G�� k GDOT Sto�water 3-2569 JOff/ S ® RAvE _- ^ \ GRAVEL y E E - -E, • _ .S----- I\ 7 I E E E __ E E E _ °01 q5 'R PKE U l , - - T rll, GRAVEL c GREYS - N \ - 1 •• ``' \ 6l� c \ \ -ice • ' - " C •: H°WPR 303 ORON &� �� - I PROP. R� :►.. I °05GE GH 4,0, PG- ° E-r _ ROgERT PN F g.•3Dg� GK - - i :. _ / . • ,F \ P P� PLACE GH�6o y k �� r � T -•�� - - \ \ � ESSE FEE 304 RD o \ w G - - E �\ p w 2°° 34,, a3P�-G 5' 0I 5�a o'BUrn S 59 33 05. w s _ 5 .: • P g g`oGK �5 P i�o 51 W W W W -� W W % W W -�- WR, GE G - W k4{- w W G ° • , . •.. ' ! ►:. , \ / E l \ psPHPv Q PC .... z G R tE ��- n : ZZ • , " �► \ \) 0°125 HPYES • ` DISTURBED AREA = \ • CONCRETE •\ •PROR R/VVO°P PG RD�°^ 4' \ A - E 2 1 R j 11.00 Acres zo -� CONCRETE E 0071 SW Og33 PGGK G. DONALDINE J PRINGLE p 8 gL0 \ BOO W P� W �( \ 00 E 0079942 \ \ \ EEC i oo • E E •= E M 1122 D.B. 1805EPG. CHURCH RD. \ kR 5 �o "6 E E E� �� E� E GENERAL EROSION CONTROL NOTES �I \ � F9 GONG RETE o . I `E-� E E E � \ E E \ P.B° 8 PG. 108, LOT 7 \ Z ` CONCRETEsA _- • •� F.`'� rr► ` F� \ GRAVEL \ CONCRETE d 0070SW \ �0 \%�J•j 0� / \\ EROSION CONTROL PHASE II \ \ EA • �y ' DONALDINE / \ • \ \ C G STD. 430 SILT FENCE \ M J zo AB. CE G. D. \ ® � 1. CONTRACTOR SHALL MAINTAIN EXISTING • W1 TONE OUTLETS (TYP) \ 0os9TY J RANKIN '• D.B. G. 314, \ / \ GIS DISCLAIMER k1 • • • DONALDINE J PRINGLE 1118 ALAMANCECHURCHRD. 8 PG. 108, LOT 6 oo6asw o079945 \ SEDIMENT LOG INLET PROTECTION (COG STD \ �'� • • • • • • • • • D.B. 4632 ' \ / 450) FOR THE EXISTING CURB INLETS (CI) TO 0064SW 0079940 •`.�� \ • 11063SW DORIS Y HILL 0066SWPRINGI \ 1114 ALAMANCE PG. 108,LOTCYNIHI BE.5 \ DONAIREMAIN. Ob ects on this ma shown with a 40111 0079834 0079837 B. 1786 PG. 341, • J P eUicF A JF \ \ 0062SW 1110 ALAMANCE CHURCH RD. \ 0067SW P.B. a PG. 108, P/0 LOT 3 dotted finest le were not surveyed, the 0061SW HELEN BRADDY T108 :LAMANCE CHURCH RD. • 1112 A ALAMANCE CHURCH RD. D.B. 6102 PG. 305. • D.B. 4434 PG. 847• � D.B. 1767 PG. 486 JAMES E SIBERT \ y y y AND WIFE 2. CONTRACTOR SHALL INSTALL COG STD.431 P y P 9 FF DEBRA L DAMS \ 0079839 \ \ oo65aw oANN H SIBERT were compiled b hoto rammetric A \ 0079835 06 ALAMANCE CHURCH RD. AMES W WHARTON 0079836 \ • 104 ALAMANCE 15CH RD. D.B. 6951 14 2O 0079843 1116 ALAMANCE CHURCH RD. STORMWATER INLET PROTECTION FOR ALL methods, available on the Geographic D.B. 5017 G. 1506 P.B. 114 PG. 147, LOT 4 \ \ 1112 ALAMANCE CHURCH RD. D.B. 5379 PG. 1250 P.B. 114 PG. 7, LOT 3 D.B. 1468 PG. 207 P.B. 8 PG. 108, \ \ PROPOSED STORM DRAINAGE STRUCTURES. Information System (GIS) software used \ � \ \ D.B. 325 PG. 656 LOTS 1 P/° 2 • \ \ � \ \ by the City of Greensboro. LEGEND 3. CONTRACTOR SHALL INSTALL COG STD. 457 WATTLE W/ PAM IN ALL SPECIAL CUT DITCHES. DITCH CHECK AND/OR STONE OUTLET (COG #432) (COG # 30) SILT FENCE CONTROL MEASURES WEEKLY AND OR AFTER (COG #430) GRAPHIC SCALE PROPOSED CURB INLET A RAINFALL EVENT OF 1". PROTECTION (COG #431) 40 0 20 40 80 PROPOSED ❑ PROTECTION N(COG Y#431)NLET 5. CONTRACTOR SHALL BE RESPONSIBLE FOR EX. CURB INLET PROTECTION MAINTAINANCE OF ALL EROSION CONTROL NEXT TO S LANE (COGC#450)D TRAVEL MEASURES FOR THE DURATION OF THE PROJECT. WATTLE (COG #457) 1 inch = 40 ft. WINGAT JEFFREY OI526 T4E MARTIN W 1207 ALAMANCE CHURCH RD. 0026NE D.B. 4761 PG. 1128 • • Ln • • • ' GEORGE G. GRIER P.B. 49 PG. 9, LOT 6, N AND WIFE 1 COG STD. 431 STORMWATER VIRGINIA M. GRIER SECT ON 4 • V) a 0052615 '(pV ma 0 1205 ALAMANCE CHURCH RD. 0029NE INLET PROTECTION (TYP) -• D.B. 2718 PG. 515 • • • _ _ MOUNT ZION BAPTIST CHURCH OF GREENSBORO P.B. 49 P 9, LOT 7, • • • - rn 0079833 . • I SECTION 4 • O �--1 1301 ALAMANCE CHURCH RD. • • L) 0 En D.B. 6047 PG. 852 ' ' • ' • • . . • • RE MOUNT ZION 03ONE p� �I+ B Ef7 D.B. 2900 PG. 170 C •PWEMCVE, &,REPLA�E• V DB 3739 PG. 376 MOUNT CONCRETE `I D.B. 3739 PG. 387 ZION BAPTIST 029NE EX. SIUEWAr-K o RETAIN Cl D.B. 3739 PG 380 ALAM CHURCH 0028NE • D.B. 3739 PG. 391 1301D B 0079833 OF OREENSSORO • C&G AS NEEDED GENEVIEVE G. HERRIN • 0052513 • • 8047 pCHURCH RD. FOR DRAINAGE -------- 2„G WILLOW RD RETAIN 15" pe. 3739 FG 852 ko CON ST. • D B 2718 PG. 481 071 D.B. pG ,, P.B. 4SECTION 4LOT 5. • • D.B. 3739 P� 380 0714 -L- POT Sta. 46+82.55 373g RETAIN MH O - 39 p o X ti yK� a. + G 397 I + 6 CB 6a RETAIN DI I Ln CIL \ & 15 PIPE ry w 4v o ® RETAIN c i RETAIN EMOVE CI t DI I CONCRETE STAIN PD ■ �� + / -y _ , ` _ D/ RET a D/ 15 RCP a� SDI 15 1 y S 15 > _ JB w`/ „ SD 18 S X�� ° R TAI�" �18„ T - - - - - - -- Rrp s - __ x - - �� xT s T \� RETAIN CI SDI SD Srp� SD CB B 15 RC CB -- -_ _ in / +00 I F j 071 1_,. 07 + I 46+00 47+ RETAIN + + �+ / ~ �- o D (SR 9005) G w w " wa rER W 8" I CB - - - = 4" Gas /iNE ® GkV G At IT / / s s E c,s E c �`s c sic s s�s�� -� �g s �� ss c c - - -' Q 1 ` ' j 'N 1327 OF GREENS 65 INCHU PIPEALA 007g o D B M626G p� H7 RC 629 o II . o V) 0 C En ASPHALT PRELIMINARY DESIGN , DO NOT USE FOR 0 w d � � p -TpE CONSTRUCTION Sp _0" AIN - dnn nA w / J / w w - 7 PROP.' '• y . CONCRETE �e NCS RETE / / / _ '- - - - - I I / RAW �14 '•' ► I U ` / w -L- POT Sta 6+86.34 0 �0 - _ \ E E E E 24- � ` J_E -E- RCP V_ - I c�i E E 0075SW • • . . . . ,--1 I , PDE ••( [- � . SENORA H COUCH • 0052302 0076SW JANET ITMARSHALL N 1204 ALAMANCE CHURCH RD • AND • --- ---' • •---------------------- • . D.B. 2857 PG. 657, JANICE H SANDERS • • • • Q) P.B. 33 PG. 83, LOT 3,• • • 6LOCK•A • 0052301 1206 ALAMANCE CHURCH �D • - • • • • • • • • (6 1 T M WILL 0015-E-02554 P.B. 33 PD 83 . • • • h • N a•', cn COG STD. 430 SILT FENCE CL B RIP RAP I ► W 00 °° U a W/ STONE OUTLETS (TYP) ES T DDBuw NApOLEO TTON' :3M a 14 S�, GF p OLILLIA ND WIFE J J 13G6 ALAM 05232gU TTON ANG83 N CI a • • • J -Y8- POT Sta. 11+51 94 p,B D. B3 p_ PC CHURCH RD ES B T RIPRAP ' 0077SW BRYANT W HEADER • • BLOCK B LOT , EST 1 TONS • • AND WISE 0079SW 0080SW �y GF 1:. AV .D r KENNERLY ENGINEERING & DESIGN. INC. 12133 N. HWY 150, STE. F Winston-Salem, NC 27127 PH: 336.7752118 FAX:336.764.0797 NORTH CAROLINA LICENSE NO. C-3900 • • CARR0052300HEADER LOVIE D MCBRYDE MARGARET 0 KING (LIFE TENANT) D MT ZION E?A 2SW • 008 1208 ALAMANCE CHURCH RD 0052331 WILLIAM T KING OF G F, TIST CLI D.B. 2418 PG. 294 0078SW P.B.33 BLOCK 83, LGT,, ERALYN T MGYER REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO. P- 05187 CITY OF GREENSBORO EC BLOCK A 0052332 3ooD ALAMANCE CHURCH 1RD P.B. 33 PG, 83, LOT 4, ROADWAY 201 1-067 9/22/14 DESIGNED 7/10/2017 BY TSK ENGINEERING DIVISION BLOCK B SEWER CONST. SURVEY BY --- ALAMANCE CHURCH ROAD WIDENING SHEET NO. WATER 2011.067 10/30/17 CHECKED BY NLK J.M. HUNT JR EXPRESSWAY 7 OF 12 • SIDEWALK 2011.067 9/22/14 SCALE: 1" = 40' HORIZ 1" = 4' VERY GREENSBORO CITY LIMIT ' • • • I • I • • • • • • I _ _ • • • • • • 0036NE • • • I • o I • • 0035NE EDDIE L RODGERS ST CHURCH 10 INC I • • ' ' • 'ARNOLD. ARNOLJOHNSON AND WIFE A ND WIFE CONNIE B RODGERS HURCH RD. • . CON CONCRETE • • • • • • • JUDY A. JOHNSON 0079862 0079860 1407 ALAMANCE CHURCH RD. D.B. 5909 PG. 898 0037NE JIMMIE RABB AND WIFE 1529 • • • (� 1405 ALAMANCE CHURCH RD. P.B. 151 PG. 35, LOT 2 STEPHANIE RABB ' 0031NE ' ' O P.B.B155901 P G, 30T 1 0079863 1409 ALAMANCE CHURCH RD. MOUNT ZION BAPTIST CHURCH OF GREENSBORO INC • • • • 0033NE INDIA D. DAVIS o `� I D.B. 6379 PG. 1632 . • • MARY S. COBLE (LIFE TENANT) 0079866 COG STD. 431 STORMWATER 0079868 • 1601 SHARPE RD. 0034NE � w 1 P.B. 151 PG. 35, LOT 3 • : 132,3ALAMANCE CHURCH RD. b.e. 7i3o Pc: 9,6 INLET PROTECTION (TYP) I • D.B. 3664 PG. 19BB P.B. 26 PG. 85, LOTS 3-4 I -Y9- POT ARNOLD L. JOHNSON SR. 0079859 Sta. 10+00.00 1401 ALAMANCE CHURCH RD. a a a ' • I I • • • • • • D.B. 4244 PG. 403 P.B. 40 PG. 46, LOT 1 j a o O • • . ' ' • CONCRETE I - ' • • • • ' • • 0032NE BETTY C SHERROD 0079867 1325 ALAMANCE CHURCH RD. • ' • . ' • • • • • �' LII �1 w n-�— • • D.B. 3914 PG. 376 85, LOT 1 I • • P.B. 25 PG. �T'I • • • • • - • 2G o Q -L- POT Sta. 62+54.22 -L-�OC Sta. 65+32.14 a 00 1 ND — 1 - - a. + - - a. + . N 1.0 Ln `o 082 OS v 082 E E E E F '� 15 -- RCP — z ° 1 � 091 091 z E E E E PROP. R/W PROP R/W / �\ PROP . R/W J OP . R/W — E GELwx— 15" RCP . c c D \ _ — s DI c c F Go�G� c c h EM V 11 c c c — �\ c c c �— -, _ c 1 c _ — _ � �� - — SS _ S SS — S .. .. 91) ��j t I FM M _ FM FM FMB —— — 1�� _ FM_ + FM M - + M — - -M - Fh4 _ + 58+00 + 15 / I _ + 62+ + M— REMOVE 1 lr = RE MOVE lb" a war J �RXM OVE HWP & REMOVE 12 A A�1/CECH RC�h'f?OAD(SR'1Q0 warER / �� G `— wG — s s _ -_ / �s E V� 19=' G —_ --a G sr � s N -UM r)v �� z _ CGNCRETE y11 \ /I 4A 7 PR P. R/W CGNCFETE EMOV O PROP. R/W PROP. R/W V L_ . � , _ — — --- � r On \E E E i JAM 0083SW NE E E E E 0086S E E E E • AND WIFE �� 0085SW FREDDIE L LENNON `�_l DORIS J JONES 24 FES — p ALFERMA H CHAMBERS AND WIFE 0079872 0084SW CL B RI RAP 0079874 BETTY S LENNON Q ^`r- 1326 ALAMANCE CHURCH RD ALFERMA H CHAMBERS ES 5 T NS 1330 ALAMANCE CHURCH RD 0079875 9 0079873 D B 4259 PG 510 \\\ CONTRACT SHEET 49 of 97 SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. �QJG'0CI�ITY pusr �'Yc A ¢o zm z 0 7 y BEPORE YOU DICE! CONTACT ONE -CALL CENTER 1-900-632-4949 0R'811' City of Greensboro Underground Locates Information/Requests COG Water Resources Dept. A — _.373-203 GDOT Traffic Signal — — — — — — .373-2606 COG/Guifford Co. Telecom — — — — _ 3'73-2084 COG Water Supply- — — — — — ——373-5855 Tanks/ Treatment Plants GDOT Sto Water _ 3-2569 D.B. 2715 PG. 81 C 1332 ALAMANCE CHURCH RD Q1 P.B. 50 PG. 73, LOT 1, 1328 ALAMANCE CHURCH RD ES 14 Y GFD P.B. 50 PG. 73, LOT 3, D.B. 2370 PG. 455 0087SW N O Cn SECTION 1 D.B. 4259 PG. 510 SECTION 1REDERICK L COVINGTON LOT CONCRETE I - P.B. 50 PG. 73, LOT 2, P E P.B.�B50 E�TION ,i LOT 4, 0079876 + ^^^ CS SECTION 1 • ko \ + ^ x • • 1402 ALAMANCE CHURCH RD \\\ I • D.B. 5506 PG 210 . . . . • • • • P.B. 50 PG. IO LOTS 5-6, m SECTION 1 • O �"1 0088SW 10' UTILITY ESMT w n • ri MARY R M,CDU FFIE PB 50-73 r; I • COG STD. 430 SILT FENCE. U) \ n 1410 ALAMANCE CHURCH RD �, 2 N , Cn D.B. 2846 PG, 346 W/ STONE OUTLETS TYP V P.B. 50 PG. 73, LOTS 7-8, (TYP) oa• , • • • Q., SECTION 1 �F•- w m . . • . • J DISTURBED AREA - • -Y10- POT Sta. 11+4i36 •. . ' • , �' BK•BRG = S 25° 12' 36.0" W 11.00 Acres 10 1o' UTILITY ESMT • I ) PB 50-73 ' I e1h1, O�dsh O� • I I G RZ .O' • -- - • RETAIN CB — • 0044NE — 0037NE --___ - • � - BRANDON A LEWIS III JIMMIE RABB 0040NE .ty \ 0042NE 079952 AND WIFE JACQUELINE L. WILLIAMS `! \ ALAMANCE CHURCH ROAD TOWNHOMES LLC 0045NE STEPHANIE RABB 0079881 )( 0079852 ' 102 RETAIN 2D.Bs 3839N PG �3221 SHA 079951RRY 1 0079853 1415 ALAMANCE CHURCH RD. \ G,RF-j� 1419 ALAMANCE CHURCH RD. 15 RCP P.B. 96 PG. 120, LOT 6 • • 1423 ALAMANCE CHURCH RD . G I S DISCLAIMER 1409DALAMANCE 6379 PGHURC RD D.B . 6817 PG. 91 \ / \ GDN D.B. 6866 PG. 1618 ' 1 P.B. 151 PG. 35, LOT: • • • P.B. 151 PG. 35, LOT 6 • / O • • • :B. 96•PG. 1.0, LOT D.B. 7214 PG. 19 ill 2 COG STD. 457 WATTLE W/ PAM (TYP) •jk Objects on this map shown with a • • JIMMIE 0I58RABB • • F�; • • • • • O O. \ oNGRE'(6 5\'a ' • dotted finest le were not surveyed, the F;_1 ��O J 10+00.00 v v v AND WIFE0039NE Q� `ISTEPHANIE RABB LAKISHA DANIELS M ��+ O =O S '\0 11NE I -Y12- P.OT Sta. �� _ were compiled by photogrammetric 0079864 • 0079877 i • COG STD. 431 STORMWATER / Q• �``'�� 'r �HRISTIE E FIELD coNCRETE °32' 05.1 W1411 ALAMANCE CHURCH RD. 1413 ALAMANCE CHURCH Ra. - Y ;X� o�=o SAND �! 0222719 AHD BRG=S 20 methods, available on the Geographic D.B. 6379 PG. 2885 D.B. 6700 PG. 1654 <v O 0 . RETAIN/ 2322 DEERBROOK FOREST LN+ O 0043NE • • cV INLET PROTECTION (TYP) ►� '\ h a'e FILTER C \ \ • p • P.B. 151 PG. 35, LOT 5 p� • • . .. Information e used P.B. 151 PG. 35, LOT 4 • a _ + \ O•F Z e a • ' \ �•••1 0 C�(a' 0110NE �f-8813) �P \ \ \ D.B. 7747 PG 2180 d' KIMAND D BRYANT � • • • • • • a • • _ I 7 � �. � AND HUSBAND I L,O matron System software • a O J� ^ 00 G ALAMANCE HURCH ROAD T WNHOMES ILL O \ 70 TOBY L. BRYANT • E • • • • by the City of Greensboro. N 0079981 5 DEERBROOK9FOREST LN ^J Q \ \ S ONGRETE \ �.0� 2309 ZORNBROOK DR. 10�X 2MOVE- & REPLACE CB #1027 I +' N I 1 0041NE 'J �. 6 66 PG. 1618 J8,�1 11 D.B. 7350 PG 2138 • 102 ----_ w _n JUANITA WILLIAMS ` I SAN SEWER ESMT l� P.B. 96 PG. 120 PBr 96- \ - O^O \ 1 RANDNALIT L KSAN WILLIAMS �- I 1 \ PB J88-147 r I CONCRETE .L- pOC eta. 76+ 3• 10' X 20' SIGr PS 96-12, ni- :3 07 1417 ALAMANCE CHURCH RD. p a D.B. 7537 PG. 1891 - 1 DBL. g" I J 10' 70' SIGHT ESMT C� 0•1O CO C N P.B. 151 PG. 35, LOT 7 J \ „ I SEC CUB DITC 1018 10' X 70' SIGHT ESMT — — E NC 1- PT Sta, I' I /8 —RETAIN CI S E DETAI 1 PB 96-12� E ETAIN I ��+ �� STD. _ g E PR / o CONCRETE 38.01 _ 1015 PROP. 1/14 \ E E E E E r C I ' CONCRETE 0914 — — — I . E X. �4 E M s R MOV —.- ►.. y C P — 101 s� . • _►.. 15" R s ss ss Sit —GC I H 5 + 1 I -- - 24 + 1 1 ° - _ ►• ►. 102 REMOVE _ _ RCP � RCP �T � FM FM F M — ss 18"MRCP + 1 OVE 4 C M —Z FM + F F - F MS- FM S — M F FI�C M r 1019 1034 75+f00 0 " \ B c� G / 72+00 R �` g v RE OV 1 G G -- W G_ S G MOVGE Ln � � 4„ G E 1 � R _ w - � 18-I RCP 4 GAS uN ` — 10 G — — - .,�. � -- . • i � _ _ — : r.. ,, �REMO �' G \ — ,e 5 G — 15 �} 1 G _ .... r l d01_--_•� ��—,_ - �.� — -- __ — — r _ ��—� �� \ PROP. R/W — —l.— — TOPSL TOp •�6% \ — — — ; ►. : r ; ►.. �; - : ► : ►' _ ► • �'' \ / \ �J I \ \ T P P . R W — ,:: \ \ , N GRAVEL �.F tJ.I I IH2 BORROWER LP \ `SO. E m 0— 0 0 \ \ 1 // / TOPSL PROP. /W O I PR �W� E E I 0080104 .� — ` \ / \ 1 I ASPHALT �� E 1426 ALAMANCE CHURCH RD — E P.B. 126 PG. 3, LOT 127, ,5' + � �; /� �C ----- - - - -- � E D.B. 7532 PG 2862 zo' DMU \ ,� .�� -1 - E Ill Q- im PB 75-15 "'i H D I*, n E E � E E E E E E E E }, - E _�� a. 73+P58.78 SECTION 3, MAP , 1- E E w ~� E� E a• \ WILLIE J KENDALL 0. 0090SW ®..00 C' o ,(� �� I - - ° ' " -- ',� x JAMES E SIBERT I % v C o' BRG = S 20 0 15.5 W . 10' UTILITY ESMT 0079853 A .• PB 50-73 I CONCRETE 1412 ALAMANCE CHURCH RD AND WIFE S EC CUT DITCH Fi `may �1 �s� I A 0093SW I 0094SW JOANN H SIBERT �' Q D.B. 2846 PG, 346 I 1 � JASPER WILLIAMS •4+ ANN C SINCLAIR J P.B. 50 PG. 1, LOT 24, 1416 ALAMANCE BCHURCH RD SEE DETAIL 1 JF, PDE '� Q AND WIFE I (.!,') 0080105 D.B. 2716 PG. 592 W N 0091SW O� '� �� 00 W O 'e 0080106 V 1424DABA 5102 PG.ANCE H1168H RD N. rn RAYMOND J SIMPSON O 00NSW s F t✓ - w I OTHY L H TOILER Y L HAT HEM 1422 ALAMANCE CHURCH RD �• - Fro I F m ? d JOYC00798179 SON --- 07 D.B. 6868 PG. 328 P.B. 75 PG. 3, LOT 126, GA R HATC R G TCHER SECTION 3, MAP 1 Ln a I a o 1418 ALAMANCE CHURCH RD 1 801-1 P.B. SEC17D PG. 3, LOT 125, N SECTION 3, MAP 1 �. D.B. 3629 PG. 694E On 1 2 LAMA E CHURC RD 1420 AL A HUR RD P.B. 94 PG. 20, LOT 1, \ B. 5104 G. LOT 1 D.B. 5 0$ Cn P. 5 15, LOT 124, P'B SECT ON�1A OL I MAP 1 1 II y�9 °F 00935W JASPER WILLIAMS \ LP AND WIFE • yy� I T WILLAIMS COG STD. 430 SILT FENCE v L' 1422 W/ STONE OUTLETS (TYP) ' I A� • . I I P.B. D173 PG. 6868 136, LOT 1 SECTION 3, MAP 1 • \ 1 AM LEGEND GENERAL EROSION CONTROL NOTES EROSION CONTROL PHASE II 4. CONTRACTOR SHALL INSPECT ALL EROSION 7. NO REFORESTATION ON WET POND BERM, 1. CONTRACTOR SHALL MAINTAIN EXISTING CONTROL CONTROL MEASURES WEEKLY AND OR AFTER EXISTING FORCE MAIN, PROPOSED SEDIMENT LOG INLET PROTECTION (COG STD RAINFALL EVENT OF z". WATERLINE OR OTHER UTILITIES. 450) FOR THE EXISTING CURB INLETS (CI) TO REMAIN. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR 2. CONTRACTOR SHALL INSTALL COG STD.431 MAINTAINANCE OF ALL EROSION CONTROL STORMWATER INLET PROTECTION FOR ALL MEASURES FOR THE DURATION OF THE PROPOSED STORM DRAINAGE STRUCTURES. PROJECT. 3. CONTRACTOR SHALL INSTALL COG STD. 457 6. REPLANT DISTURBED RIPARIAN BUFFERS WATTLE W/ PAM IN ALL SPECIAL CUT DITCHES. USING REFORESTATION DETAIL FROM THE TOP OF STREAM BANK TO 50' BUFFER LINE. REVISIONS 0091 SW RAYMOND J SIMPSON AND WIFE JOYCE L SIMPSON 0079879 1418 ALAMANCE CHURCH RD D.B. 3629 PG. 694 P.B. 94 PG. 20, LOT 1, TYPE ROADWAY SEWER WATER SIDEWALK �M CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS 201 1-067 9/22/14 2011.067 10/30/17 2011.067 9/22/14 PRELIMINARY DESIGN DO NOT USE FOR CONSTRUCTION KENNERLY _ ENGINEERING & DESIGN, INC. 12133 N. HWY 150, STE. F Winston-Salem, NC 27127 PH: 336.7752118 FAX:336.764.0797 NORTH CAROLINA LICENSE NO. C-3900 — — DITCH CHECK AND/OR STONE OUTLET (COG #432) — GRAPHIC SCALE TEMPORARY SILT FENCE (COG #430) PROPOSED CURB INLET 40 0 20 40 80 PROTECTION (COG #431) ❑ PROPOSED INLET/YARD INLET PROTECTION (COG #431) ( II\ 1lsls'1) EX. CURB INLET PROTECTION S NEXT TO OCCUPIED TRAVEL LANE (COG #450) 1 inch = 40 ft. WATTLE (COG #457) JOB NO. P- 05187 CITY OF GREENSBORO EC DESIGNED 7/10/2017 BY TSK ENGINEERING DIVISION CONST. SURVEY BY --- ALAMANCE CHURCH ROAD WIDENING J.M. HUNT JR EXPRESSWAY SHEET NO. CHECKED BY NLK Q V OF 14 SCALE: 1" = 40' HORIZ 1" = 4' VERT GREENSBORO CITY LIMIT so � CONTRACT SHEET + GO / b0 of 97 Ar • SENSITIVE INFORMATION • s o / I Not to be copied or 0113NE distributed without the / AAG�ISAT" EFFERRS -Y14- POT ta. 10+00.00 DD 46NE I COG STD. 457 W W/ PAM (TYP) 0080045 • • express written MELVIN 9 GRAVES so 1501 HAMILTON HILLS DRIVE D.B. 7175 PG. 1876 AND WIFE + RHONDA GRAVES I •76 P.B. 1.5 PG. 31 , , 079950 �GJ } 27.5' UTILITY ESMT , , , 425 ALAMANCE CHURCH RD o �° � permission of the City D.B. 3889 PG. 11 • • • • , , , P.B. 96 PG. 120, LOT 4 • , s ,, / / x of Greensboro. / \ ON MUST • oo49NE COG STD. 431 STORMWATR - V 0079947 \ � Lf1 JG '(\L I Ty p N,c ' 1429 ALAMANGE CHURCH RD I / co INLET PROTECTION (TYP) J o114NE oos2NE ��` p v 'QO� • 1\ s • • • TONYA MCLEAN •! D.B. 3814 PG.822 M DAWN RENTALS, LLC J� • • ' P.B. 96 PG. 120, LOT 1 • I _ W 1499 HAMIIL0TON HILLS DRIVE 0217756 • • ^� G 0 1447 ALAMANCE CHURCH RD VVVVVY � • H +"I D.B. 7774 PG. 300 0052NE 15• STORM SEWER ESMT a x D.B. 7195 PG. 2602 J f O • w N CID PB 165-31 / 15' PRIVATE DRAINAGE ESMTI ` p P.B. 165 PG. 31 RETAIN DI P.B. 179 PG. 103, LOT , DAWN RENTALS, LLC J W z = \ 0217756 � I D.B. 7195 PG. 2602 ' • • j p pp��-�7 � PB 165-31 1447 ALAMANCE CHURCH RD Q Z D n'I 0 ' ' -L POT Sta. 81+07.22 / S`''x — N � 15' STORM P.B. 179 PG. 103, LOT , ~ • 0047NE • fo 0048NE St o '] n KATRI07 M NEELY p PAULA ADADAMS LIVING TRUST a. + — \ x L- POT Sla. 86+41.32 079949 a PAULA L ADA9948 (TRUSTEE) \ SD SEWER ESMT 1427 ALAMANCE CHURCH RD p 079948 w _ _ / D.B. 763. 12 2OT N 1429 ALAMANCE CHURCH RD \ N - _ Bffi�OREYOUDIG11 P.B. 96 PG. 12Q LOT 3 D.B. 7543 PG. 462 � � � � �P SD ' a, + w P.B. 96 PG. ,2D, LOT 2 o SPEC �I — a�sL\ x_ Sp RETAIN / I — — _ — — — — — — — _ CONTACTONE-CALL CENTER / i J x 24 1 r CONVERT DI oc..®. 1 1-800-632-4949 O R '811' w CONCRETE TO JB w/ MH Q O o SE DE \F�Rc= INC.----� 1 \T� —�17 70sIH ST FRR \ CONCRETE 1 I - )85ON z — — — — - N - 0051NE — \ \ U w E E E _ 1117 �7601 NEAR E IRCREST LN— — — — / RE VE CB's \As< PSL i x r 165-31 — — — \1601 y2R8.E0AI40 N — - - o.e. 74 Pc. z7sa — TOPSL _ c COfldMQ�AREA)— — — —� TOPSL _ — , 2 » D B 7445 PG 2798 11 Q City of Greensboro Underground R / W Gj Q P R a(W — — — — S ` P.B. 165 PG. 31 ( OM M N AyiEA) \ P R O P . / W PROP . R / W PkA Locates Inforrnatlon/Requests VVV D ` L OESL— TnFSL _ 0 x 70 SIGHT ESMT % •I \ C ��! C 1113 F F COG Water Resources Dept. �d _.373-2033 — _ - PB 165-31 — ,, . .. • ! •'. •:. ', .► ►. .. •.• .. cam•' '•�.j ••• .�, :_ :•. -� ` .'•: �►• �►" :►' •'�i �►' :_✓ •' •••!►, •• .r_••.. ,•,. ,•,: •►. •.: .• •a ;'�! ,-a-.. :►• ..• :►• • . � J C ..• . , GDOT Traffic al 373 2606 :.� �' — — ��• ——' / \� T� COG/GuiffordCo.Telecom — — —— _3'73-2084 • COG Water Su -5855 -- -- - FTk4 n _ _ I J T" I — —. R � � X � X -- -- (^R ---- PPY 373 SS r SSA S _� SS SS SS SS SS - SS E SS s E �E S E -' STanks/Treatment Plants S 1 r + 1 + 1 14 + 85+ 0 1116 w 1110 1119 _ / 1 GDOT sto Water — — _ _ — _ 3-2569 + + + + _ L-L� / LL \ 0 4' GASLhNE / El- ALAMA CE CHURCH ROA SR 1005 4" GAS LINE N 1118 4" GAS LINE A w w — w� —�T - T T E -- n — — -WON RAW— `- _ — 1103 � 1 1 15 11 \ G w w 5— MOVE F S lA .1-,Ai Z OP . R/W 1o�x PB I 1s �� R P . R/W _ — \ E P P . R/W \ \ PROP . R/W E g ROP . W� J Z _ E 1 c o f I � PB 6 -36 Onoac�m C 0096SW i � - AIN SMITH - w G• ice_ E E E E E E� E E E E E �, E E E � •°�•c° �' �• \ DANIEL M LYONS r- \ �� - r 24 ~ AND WIFE V ■ � � A AND WIFE (� u 0®,SW X DISTURBED AREA = INEZ S LYONS ~ ,( y 11 0080065 !�. oz PATRICIA WALL 0080103 1432 ALAMANCE CHURCH RD 6 0099SW v 0080062 r 1428 ALAMANCE CHURCH RD I I o '-� ti nDC D.B. 5026 PG. 219 �q`l, TIMOTHY L HATCHER 1438 ALAMANCE CHURCH RD �� Acres D.B. 4374 PG. 901 (n �I I\ / �:' • (f' DIE r L P.B. 65 PG. 36, LOT 178, GQ- 0080064 D.B. 7085 PG. 1120 • t7: lf- lJ �. P.B. 75 PG. 15, LOT 128, PF 1� V 0097SW v SECTION 2 O� w 1434 ALAMANCE CHURCH RD 0100SW P.B. 65 PG. 36, LOT 181, SECTION 3, MAP 1 LI 1 - � LINWOOD M CARVER o # G D.B. 4833 PG. 1339 BOBBY L FOXX SECTION 2 — • \ AND WIFE , , ti� zo P.B. 65 PG. ON LOT 179, AND WIFE PATRICIAG \ MIGUEL G CARVER G�� SECTION 2 DONNA L FOXX • RI80 WALL 0080065 , 7�C 0080063 0080062 1430 ALAMANCE CHURCH RD ' 00 1436 ALAMANCE CHURCH RD 1438 ALAMANCE CHURCH RD O O D.B. 5123 PG. 871 COG STD. 430 SILT FENCE CL B RIPRAP D.B 6579 PG 4 D.B. PG. 6 1120 f P.B. 65 PG. 36, LOT 177, , r P.B. 65 PG. 36, LOT 180, P.B. 65 PG. 36, LOT 181, • I SECTION z W/ STONE OUTLETS TYP SECTION 2 SECTION.24 9 • Ql� c, B� .yII� EST 14 SY GFD BRA, poT GIS DISCLAIMER N 01 ,0X . . . - Objects on this map shown with a • ' g 06 �S dotted linestyle were not surveyed, they were compiled by photogrammetric • methods, available on the Geographic Information System (GIS) software used - by the City of Greensboro. 0053NE DAWN RENTALS LLc COG STD. 431 STORMWATER o1,4a7o � 1447 oALAMANCE 17RD ,G.51 INLET PROTECTION (TYP) N 0054NE DAWN RENTALS LLc + 0114816 1453 ALAMANCE CHURCH RD ))((��••11 'q- D.B. 8009 PG. 1764 _VI CY) 1 \� PROP. R/W F F F F 3 3 3l / 1204 1206 CL B RIPRAP F �— �J EST 2 TONS ., :. :. :. _ :. •••! •y..• ....,.. 1205 EST 7 SY GFD -� -DITCH ° _41 - So -00 94+00 L 15" FES Li 96+00 -----ALA1W..41-VQ=—__ ,5 ------ — — — — — — — — — — — — — — — — — — 4» GAS LINE— G S S G G L:jS G �� E rerr-- / G 7,177. :► I J � I _ E PROP. R/W 11\ Q I \ 0103SW �ORI H 0560 OE E \ i 0130560 E X E X E X E M �/ \ =CQ 1454 DABA•5904EP CHURCH RD 457 n r< d- a in \ + 0102SW a \ N NEESE SAUSAGE CO. a + G 0079851 \ COG STD. 430 SILT FENCE 1452 ALAMANCE CHURCH RD rn D.B. 5075 PG. 161 W/ STONE OUTLETS (TYP) P.B. 14Z PG. 42, LOT 1, a r O` T • N WN V) • UW I I--. U r•1 « � t2 s J oz° J o- < GRAPHIC SCALE 40 0 20 40 80 ( IIy I'LL'I' ) I inch = 40 ft. LEGEND DITCH CHECK AND/OR STONE OUTLET (COG #432) TEMPORARY SILT FENCE (COG #430) PROPOSED CURB INLET PROTECTION (COG #431) ❑ PROPOSED INLET/YARD INLET PROTECTION (COG #431) EX. CURB INLET PROTECTION JIM NEXT TO OCCUPIED TRAVEL LANE (COG #450) vWATTLE (COG #457) GENERAL EROSION CONTROL NOTES PRELIMINARY DESIGN DO NOT USE FOR CONSTRUCTION EROSION CONTROL PHASE II 1. CONTRACTOR SHALL MAINTAIN EXISTING SEDIMENT LOG INLET PROTECTION (COG STD 450) FOR THE EXISTING CURB INLETS (CI) TO KENNERLY REMAIN. ENGINEERING & DESIGN, INC. 2. CONTRACTOR SHALL INSTALL COG STD.431 STORMWATER INLET PROTECTION FOR ALL PROPOSED STORM DRAINAGE STRUCTURES. 12133 N. HWY 150, STE. F Winston-Salem, NC 27127 3. CONTRACTOR SHALL INSTALL COG STD. 457 PH: 336.775-2118 FAX: 336.764.0797 WATTLE W/ PAM IN ALL SPECIAL CUT DITCHES. NORTH CAROLINA LICENSE NO. C-3900 4. CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND OR AFTER A RAINFALL EVENT OF z". 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINANCE OF ALL EROSION CONTROL MEASURES FOR THE DURATION OF THE PROJECT. REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS ROADWAY 2011-067 9/22/14 SEWER WATER 2011.067 10/30/17 SIDEWALK 2011.067 9/22/14 JOB NO. P- 05187 CITY OF GREENSBORO EC DESIGNED 7/10/2017 BY TSK ENGINEERING DIVISION CONST. SURVEY BY --- ALAMANCE CHURCH ROAD WIDENING SHEET NO. CHECKED BY NLK J.M. HUNT JR EXPRESSWAY SCALE: 1" = 40' HORIZ 1" = 4' VERT GREENSBORO CITY LIMIT 9 OF � 2 GENERAL EROSION CONTROL NOTES EROSION CONTROL PHASE II CONTRACT SHEET 51 of 97 • I °I I o-L-•PC, td. 6+39.59 �� '��, + / `'o+ • cn I I ' •/ • o S�� • I II \ / N� o cn 1 / I I I m • ;A A� X O \ III I I m �rCY �o m / 3 �Nz COG STD. 431 STORMWATER INLET C o1 O n + � PROTECTION (TYP) � \ v \ / I i� Z o\ o n I I I 133 -nn � ,o QX m u, I I I I -n �, \ \ \ L Q m I I I QI \ \DE \ B. \ m ``' • / / o °!° \ \ P.B. 8` � ya 1 II� \ � � o o � ,I � .• � _ S 4 I II I E E c I I ^ / pR I , • . so— AL�.q NC -n \ MW awsTOL RD. \ \ ;a �U • l 2 GA N / 00 1 wco \ • oi�pm \ • Win Z11 \ I 1 ,1 �0 9,,A • o / \ v i / N o 7 s� 1 cOti �� Z y Z Z 1 /� , COG STD. 457 WATTLE W/ PAM (TYP) I \ / CD i 0 O I �� 2i s 00 \ 0'( 9��9ti00 �i�'f ,0 0 9 O <. L .a.e � 1/s��'� ac � Ln sQ 6, / OT 1. CONTRACTOR SHALL MAINTAIN EXISTING SEDIMENT LOG INLET PROTECTION (COG STD SENSITIVE INFORMATION 450) FOR THE EXISTING CURB INLETS (CI) TO REMAIN. Not to be Copied or distributed without the 2. CONTRACTOR SHALL INSTALL COG STD.431 express written STORMWATER INLET PROTECTION FOR ALL PROPOSED STORM DRAINAGE STRUCTURES. permission of the City of Greensboro. 3. CONTRACTOR SHALL INSTALL COG STD. 457 WATTLE W/ PAM IN ALL SPECIAL CUT DITCHES. �\pN MUST 4. CONTRACTOR SHALL INSPECT ALL EROSION�oJ�'� CONTROL MEASURES WEEKLY AND OR AFTER 00 J A RAINFALL EVENT OF 2". ¢ o v m 7 0 ti 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINANCE OF ALL EROSION CONTROL FOR THE DURATION OF THE BEPMEASURES ACTORSONE-CAUL CONTACT ONE -CALL CS[VTEIt PROJECT. IAK-632-4949 0R'811' City of Greensboro Underground Locates Information/Requests COG Water Resources Dept. A _.373-203 GDOT Traffic Signal _ _ _ _ _ _ _373-2606 COG/Guilford Co. Telecom _ _ _ _ _ 373-2084 COG Water Supply_ _ _ _ _ _ _ _373-5855 Tanks/ Treatment Plants GDOT Sto Water _ _ _ _ _ _ 3-2569 LEGEND DITCH CHECK AND/OR STONE OUTLET (COG #432) TEMPORARY SILT FENCE (COG #430) PROPOSED CURB INLET PROTECTION (COG #431) ❑ PROPOSED INLET/YARD INLET PROTECTION (COG #431) EX. CURB INLET PROTECTION JIM NEXT TO OCCUPIED TRAVEL LANE (COG #450) vWATTLE (COG #457) 4D GRAPHIC SCALE 80 ( IIy I'lsls'I' ) I inch = 40 ft. DISTURBED AREA = 11.00 Acres GIS DISCLAIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRELIMINARY DESIGN DO NOT USE FOR CONSTRUCTION KENNERLY ENGINEERING & DESIGN. INC. 12133 N. HWY 150, STE. F Winston-Salem, NC 27127 PH: 336.775-2118 FAX:336.764.0797 NORTH CAROLINA LICENSE NO. C-3900 REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO. P- 05187 CITY OF GREENSBORO ENGINEERING DIVISION EC ROADWAY 201 1-067 9/22/14 DESIGNED 7/10/2017 BY TSK SEWER CONST. SURVEY BY --- ALAMAN C E CHURCH ROAD WIDENING J.M. HUNT JR EXPRESSWAY GREENSBORO CITY LIMIT SHEET NO. WATER 2011.067 10/30/17 CHECKED BY NLK 10 OF 12 SIDEWALK 2011.067 9/22/14 SCALE: 1" = 40' HORIZ 1" = 4' VERT GENERAL EROSION CONTROL NOTES 1. ALL TEMPORARY DIVERSION BERMS, SILT FENCE, & EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR LAND DISTURBANCE WITHIN A WORK AREA SHALL BE INSTALLED PRIOR TO BEGINNING WORK WITHIN THAT WORK AREA. 2. THE DE -WATERING OF EROSION CONTROL MEASURES WITH SEDIMENT -LADEN WATER DIRECTLY TO STREAMS IS PROHIBITED. 3. CONTRACTOR SHALL PROVIDE GROUND COVER ON ANY EXPOSED SLOPE STEEPER THAN 3:1 WITHIN 7 CALENDAR DAYS UNLESS SLOPES ARE 10 OR LESS IN HEIGHT AND ARE NOT STEEPER THAN 2:1, THEN 14 DAYS ARE ALLOWED. 4. CONTRACTOR SHALL PROVIDE GROUND COVER ON ANY EXPOSED SLOPE 3:1 OR FLATTER WITHIN 14 CALENDAR DAYS UNLESS SLOPES ARE GREATER THAN 50 FOOT IN LENGTH WHERE 7 DAYS TO PROVIDE GROUND COVER IS REQUIRED. 5. ALL OTH ER AREAS WITH SLOPES FLATTER THAN 4:1 ARE REQUIRED TO BE STABILIZED WITHIN 14 DAYS OF COMPLETION. 6. PERIMETER DIKES, SWALES AND DITCHES ARE TO BE STABILIZED WITHIN 7 DAYS OF COMPLETION. 7. CONTRACTOR SHALL PROVIDE INLET PROTECTION ON ALL STORM DRAIN PIPE INLETS DURING ALL PHASES OF CONSTRUCTION. ALL PIPE INLETS SHALL HAVE INLET PROTECTION INSTALLED & CHECKED AT END OF EACH WORK DAY. 8. ALL TEMPORARY DIVERSIONS SHALL HAVE POSITIVE DRAINAGE TO RESPECTIVE EROSION AND SEDIMENT CONTROL MEASURE (TYP.). 9. SILT FENCE STON E OUTLETS SHALL BE PLACED 100 FEET APART AT LOW POINTS OR AS DIRECTED BY THE ENGINEER. WIRE CONCRETE BLOCK STONE) WIRE SCREEN WITH 114" OPENINGS OVERFLOW FIL TERED WA TER RUNOFF WA TER 2 1 ''"� - ` 2FT MAXIMUM WITH SEDIMENT--� -III-� � � - —� i—I I I—i I I DROP INLET WITH SEDIMENT GRA TE SPECIFIC APPL ICA TION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FL OWS ARE EXPECTED AND WHERE AN 0VERFL OW CAPACI TY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. BL OCK AND GRA VEL DROP INLET SEDIMENT FIL TER CURB INLET J J J J y - CD y '76PA VEL FIL TER (#5 WIRE SCREEN CONCRE TE SL OCK OR #57 5 TONE) OVERFLOW FIL TERED WA TER RUNOFF WA TER p; 1 WITH SEDIMENT=-=V-- > SEDIMENT I —III— IT WIRE SCREEN WITH 1/4" 2X4 WIRE STUD I I —I I CURB INLET OPENINGS (THRU BLOCKING) SPECIFIC APPL ICA TION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLET WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. MAXIMUM DRAINAGE AREA = 1 ACRE BLOCK AND GRA VEL CURB INLET SEDIMENT FIL TER 1 OF 3 ClT Y OF GREENSBORO_ STANDARD STORMNA TER INLET STD. NO. REV. PROTECTION MEASURES 431 DEC 2005 METAL FENCE POST 14 GAUGE MINIMUM HOG WIRE (OPTIONAL) EROSION CONTROL FABRIC O MAINTAIN ADEOUA TE DISTANCE FOR M o SEDIMENT REMOVAL 6 MAINTENANCE i ti S�0PE I —I -III- I- I - I I==I- I—I = 11=1 I=1 I =1 11= EX. EARTH °p BACKFILL AND COMPACT THOROUGHL Y SIL T FENCE MUST BE ENTRENCHED AND SECURED WITH COMPACTED SOIL. THE "SL ICING METHOD " MA Y AL SO BE USED 4" TO INSTALL SILT FENCE (SEE NCOENR N "EROSION AND SEDIMENT CONTROL DESIGN PLANNING AND DESIGN MANUAL " SECTION 6.62). USE COG STD#432 STONE DITCH CHECK FOR FENCE OUTLETS AT A MAXIMUM 100 FT SPACING AND AT ALL NATURAL DRAINAGE AREAS. (SEE SHEET 2 OF 2) . NOTES.' -SPACING OF POSTS USING HOG WIRE WITH APPROVED EROSION CONTROL FABRICS TO BE 8 ' -0 " ON CENTER. -SPACING OF POSTS WITHOUT HOG WIRE USING APPROVED EROSION CONTROL FABRICS TO BE 6 ' -0 " ON CENTER. POST* METAL T-POST 5'-0 " OR 5'-0 " IN HEIGHT DEPENDING ON FILL SLOPE (MIN. 1. 33 LB/LF STEEL CONSTRUCTION) . FABRIC.- 3 ' -0 " IN WIDTH (MUST BE STANDARD SPECIFICA TIONS FOR SILT FENCE - AS TM D ) WITH 12 " BURIED IN TRENCH. STONE.• (IF USED) #4 WASHED STONE PLACED 1 '-0" DEEP AT SILT FENCE. -SPLICES IN FABRIC SHOULD BE OVERLAPPED A MIN. OF 4 FT. -MAXIMUM DRAINAGE AREA = 1/4 ACRE PER 100 FT OF FENCE FOR 29 OR LESS SLOPE. -SILT FENCE TO BE REMOVED AFTER CONSTRUCTION IS COMPLETE AS DIRECTED BY THE CONSTRUCTION INSPECTOR. g PAGE t OF 2 ClT Y OF GREENSBORO L STD. NO. REV. N SILT FENCE DETAIL 430 12/06 03/08 03/09 "I J K FL OW \` y FLOW i J Y FL Ow i AS REO 'D I I I I I IITI—I I CROSS—SECTION YARD DRAIN BL OCK INL ET WI TH PL YWOOD AND SANDBAGS, AS NECESSARY TO PREVENT WA TER FROM ENTERING FL OW d\� Ay REMOVE BRICKS OR \ BLOCKS FOR OUTLET TRAP MAY BE PLACED BEHIND OR ATENDOFINLET SECTION A —A CURB DRAIN NO TE.' - WHERE CURB IS IN PLACE, PROVIDE A 1'-0" WIDE OPENING IN THE CURB OR USE A SANDBAG DAM TO FORCE WATER OVER THE CURB TO THE TRAP. - MINIMUM STORAGE VOLUME = 1800 CU. FT PER ACRE DISTURBED WITH MAXIMUM DRAINAGE AREA OF 1 ACRE. 2OF3 ClT Y OF GREENSBORO STANDARD STORMNA TER INLET STD. NO. REV. PROTECTION MEASURES 431 DEC 2005 8 6�, M oqk. (SEF cOG AkWIWITHIRF Tp OUT gAC WTgE COG STD. #432 STONE DITCH CHECK TO BE USED FOR SILT FENCE STONE OUTLET - ALL SIOE SLOPES ARE 2:1 - STRUCTURAL STONE TO BE 'CLASS B' RIP -RAP - 12" THICK LAYER OF #57 WASHED STONE FOR EROSION CONTROL ON FACE NO TES. MAXIMUM RETAINED AREA TO BE BY SILT FENCE GROUND SLOPE MAXIMUM SLOPE LENGTH DRAINAGE AREA (%) (ft.) * (SO. FT.) <2% 100 10, 000 2%-5% 75 7, 500 5%-10% 50 5, 000 10%-20% 25 2, 500 >20% 15 1, 500 1. NON -EROSIVE OUTLETS ARE TO BE PLACED IN THE SIL T FENCE AS SHOWN ON THE PROJECT PLANS AND AS DIRECTED BY THE CONSTRUCTION INSPECTOR. 2. NON -EROSIVE OUTLETS ARE TO BE LOCATED AT ALL NATURAL DRAINAGE AREAS AND DEPRESSIONS, WITH THE EXCEPTION OF PERENNIAL STREAMS. 3. THE MAXIMUM DRAINAGE AREA IMPOUNDED AT EACH OUTLET MUST NOT EXCEED 114 ACRE. PAGE 2 OF 2 C/ T Y O F G R E E N S B O R O L STD. NO. REV. SILT FENCE DETAIL 12105 N 430 03108 03109 METAL FENCE POST 14 GAUGE WIRE SCREEN WITH 114" OPENINGS i 0 #57 STONE M INLET SEDIMENT FL�pW I TYPICAL VIEW STONE / WIRE INLET PROTECTION NOTES' POST TO BE SET AT EACH CORNER OF INLET. IN ANY CASE THERE IS TO BE NO MORE THAN 5 ' -0 " BETWEEN POSTS. POST METAL T-POST 5 ' -0 " IN HEIGHT, 4 FT MAXIMUM SPACING WIRE SCREEN 3'-0" IN WIDTH WITH 114" OPENINGS STONE #57 STONE TO BE PLACED 15" DEEP AT WIRE SCREE 3OF3 ClT Y OF GREENSBORO STANDARD STORMNA TER INLET SZ- PRONO. REV. TECTION MEASURES f DEC 2006 CONTRACT SHEET b2 OF 97 BEFORE YOU DIGI CONTACT ONE -CALL CENTER 1-800-632-4949 OR'811' City of Greensboro Underground Locates Information/Requests COG Water Resources Depy 1.373-2033 GDOT Traffic Signal — — — — 373-2606 COG/Guilford Co. Telecom — — T73-2084 COG Water Supply_ — — — — 373-5855 Tanks/ Treatment Plants GDOT Stort Mat �.i73-2569 GIS DISCLAIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRELIMINARY DESIGN DO NOT USE FOR CONSTRUCTION KENNERLY ENGINEERING & DESIGN, INC. 12133 N. HWY 150, STE. F Winston-Salem, NC 27127 PH: 336.775.2118 FAX:336.764.0797 NORTH CAROLINA LICENSE NO. C-3900 REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB NO. P- 05187 CITY OF GREENSBORO ENGINEERING DIVISION EC ROADWAY 2011-067 9/22/14 DESIGNED 7/10/2017 BY TSK ALAMAN C E CHURCH ROAD WIDENING SHEET NO. SEWER I CONST. SURVEY BY --- WATER 2011.067 10/30/17 I CHECKED BY NLK J.M. HUNT JR EXPRESSWAY � � OF 12 SIDEWALK 2011.067 9/22/14 SCALE: 1" = 40' HORIZ 1" = 4' VERT GREENSBORO CITY LIMIT SEEDING AND MULCHING SCHEDULE NOTES PERMANENT SEEDING SEEDING MIXTURE: SPECIES RATE = LB./AC. TALL FESCUE 80 SERICEA LESPEDEZA 20 KOBE LESPEDEZA 10 SEEDING NOTES: 1. IN EASTERN PIEDMONT ADD 25 LB/ACRE PENSACOLA BAHIAGRASS OR 10 LB/ACRE COMMON BERMUDAGRASS. USE COMMON BERMUDA GRASS ONLY WHERE IT IS UNLIKELY TO BECOME A PEST. 2. AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED. 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND SUBSTITUTE 40 LB/ACRE BAHIAGRASS OR 15 LB/ACRE BERMUDAGRASS. 4. TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15 LB/ACRE HULLED BERMUDAGRASS. HOWEVER, IT IS PREFERABLE TO SEED TEMPORARY COVER AND SEED FESCUE IN SEPTEMBER. 5. NURSE PLANTS BETWEEN MAY 1 AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET AND 15 LB/ACRE SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 40 LB/ACRE RYE (GRAIN). SEEDING DATES: BEST POSSIBLE FALL - AUG. 25 - SEPT. 15 AUG. 20 - OCT. 25 LATE WINTER - FEB. 15 - MAR. 21 FEB. 1 - APR. 15 FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVER -SEEDING OF KOBE LESPEDEZA OVER FALL -SEEDED TALL FESCUE IS VERY EFFECTIVE. USE UN -HULLED BERMUDA GRASS SEED IN FALL. SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. MULCH: APPLY 4,000-5,000 LB/ACRE GRAIN STRAW. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING, OR NETTING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES. MAINTENANCE: RE -FERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. TEMPORARY SEEDING - LATE WINTER / EARLY SPRING SEEDING MIXTURE: SPECIES RATE = LB./AC. RYE (GRAIN) 120 ANNUAL LESPEDEZA: 50 (KOBE IN THE PIEDMONT AND COASTAL PLAIN AREAS, KOREAN IN THE MOUNTAINS.) OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SEEDING DATES: BEST MOUNTAINS = FEB. 15 - MAY 15 (ABOVE 2,500 FT.) FEB. 01 - MAY 01 (BELOW 2,500 FT.) PIEDMONT = JAN 01. - MAY 01 COASTAL PLAINS = DEC. 01 - APR. 15 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. MULCH: APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TEMPORARY SEEDING RECOMMENDATIONS FOR FALL SEEDING MIXTURE: SPECIES RATE = LB./AC. RYE (GRAIN) 120 SEEDING DATES: MOUNTAINS = AUG. 15 THRU DEC. 30 COASTAL PLAIN & PIEDMONT = AUG. 15 THRU DEC. 30 SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10- FERTILIZER. MULCH: APPLY 4,000-5,000 LB/ACRE GSTRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REPAIR AND RE -FERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVER -SEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER SEEDING MIXTURE: SPECIES RATE = LB./AC. SUNDANGRASS 50 IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE. SEEDING DATES: MOUNTAINS - MAY 15 THRU AUG. 15 PIEDMONT - MAY 1 THRU AUG. 15 COASTAL PLAIN - APR. 15 THRU AUG. 15 SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10- FERTILIZER. MULCH: APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BL;ADES SET NEARLY CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. EDGE OF PAVEMENT SEE INSET A EXCELSIOR WATTLE TYPE 4 EROSION CONTROL MATTING BACK SLOPE ISOMETRIC VIEW 2 IN. � SEE INSET C ENSURE ADEQUATE CONTACT IS MADE WITH GROUND USING WOODEN STAKES & WIRE STAPLES. MATTING 2' UPSLOPE STAKE 2' DOWNSLOPE STAKE CROSS SECTION - TRAPEZOIDAL DITCH .O�iO . '.!OOiO . MATTING 2' UPSLOPE STAKE In_�Irnl._m<H:rm�.� 2' DOWNSLOPE STAKE CROSS SECTION - VEE DITCH 9I PAGE t OF 2 C/ T Y OF GREENSBORO a N STD. NO. REV. WATTLE WITH POLYACRYLAMIDE (PAM) 457 12/10 U r r r r, r r •r r r r ••r r ••r r r•r• r r r r- r r •r• r r •r•r r r �•r •r r •r r - r r r •r r r r r r, r r r r r r r r •r-r r• r r r r r r r r ••r• r r r r r r r r •-r r r r •r r r i r r- r r- r r r r r • r r r ••r r r• r r r r •-r - r •r-r r rr r r r •r r r r r r• - ••r r ; ••r•• •r r r •r r• r1'1 o?OOOQo o 00 o °Oo00o O o °Ow.O�oo°00+°0O°0 o.00��OO'o0`.OrO 000 °oa 0°j 0�°O°00 ° od'Oe0 o�°po°Oo 00'0�000°0°0 4'0 o°O'oe °�1°rdo0e°�o�o O:oOo ° ° ooa o 0000000O.O�o°o o°o�op�o,�°o0'O;e +ao °Oo 9 0: O° O+altoo o�°vO'o°o?O: o a0°oo°o a0�o,°0000 oo00°pa�OowaOo°.°°�00.0 0? o�000O�OO°o 0$}00�'00° o.o ovo-�oOOdoo 000.0 00 0�0,,�0000'0�0°00 00° 00 e�•'o- 000 o O o0 00�010°pO*OY:O�OOI,YJ°OO.OrO�OTOO'p}O'000°00000�OO 00i ♦ O O° o�o�O000�o��0:eo'Mo0°o.0°000OoOO.eoOa`OtOyoojuso 0.�00000o Ooo �ooOO �00 0 ?��s��lOoQeo°Ooo aoo°~Op o0t0+oa0 oj0.0. 0�0 � � 1 o0i�000r�°moo 9p��ia�0o°o0000 o°O� � 1 000 0_0��00°°�0`0.0 0000° o oO1o°°OS°°`�00°Oo°OoOo s O.00.o°oo? °�o,O,0e00000000i.000[OeoOOo 'VtWil o .o o �.oro�0'o 0 ortOoo ..o��a�isQtoo,0 .sp°ool0eoo o0°r°.O ooi° °r�o0o0010 Oo0 O°1°Oa s�o0000,0000�.00`°0000O�C0000Oop°oo .. i* O ooO�o,�'oorooO0000 0 00 Oft 000 o01(O•r o ..��r;�.9.0oa• 000 00000 �'�'�*0°°0000o°o',O.O000 o0}O°m W�O°0693° 0001000.0o Oodo oo'a►o.oy° o .: s'1�Oo 000 ..:..,e, l 000 OO:of°o00 ;0000 o4Y -..a. 9 COwaO O O-J !'-•- -..o�.�.�2•�Oo° o0�O:0o040;o°O�,o ooao,0o°,•��,..g-.... 8 •,060$O,00000�0pOoo i • F G - • - • TEMPORARY 06 - 00. 0 o N W DOWNSLOPE LL UPSLOPE STAKE STAKE PAM PAM (I OZ .) FLOW w 0 O Z .) =_ _ El SEE INSET B MATTING 2' MIN. 6' MIN. TOP VIEW PAM 1c oz.) rAA&& STAKES PAM STAPLES-3PAM u oz.) U oz.) INSET A INSET B INSET C NOTES. 1. USE MINIMUM 12 " DIA. EXCEL SIOR WA TTL E 2. USE 2 FT WOODEN STAKES WI TH A 2 " X 2 " NOMINAL CROSS SECTION. 3. ONL Y INSTAL L WA TTL E (5) IN DI TCH SUCH THA T FL OW PASSES OVER THE WEIR FORMED IN THE CENTER OF THE WATTLE AND NOT AROUND THE WATTLE TO PREVENT BANK EROSION. 4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLORE STAKES AT AN ANGLE TO WEDGE WA TTL E TO BOTTOM OF DI TCH. 5. PROVIDE STAPLES MADE OF 0. 125" DIA. STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12 " IN LENGTH. 6. INSTALL STAPLES APPROXIMATELY EVERY 1 LF ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. 7. INSTALL MATTING IN ACCORDANCE WITH SECTION 1531 OF THE STANDARD SPECIFICATIONS. B. PRIOR TO POL YACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT L OCA TION AND FROM ANY OFFSITE BORROW MA TERIAL . ANAL YZE FOR APPROPRIA TE PAM FLOCCULANT TO BE APPLIED TO EACH WATTLE. 9. INTIALL Y APPL Y 2 OUNCES OF ANIONIC OR NEUTPA LL Y CHARGED PAM OVER WA TTLE WHERE WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT IS EOUAL TO OR EXCEEDS 0. 50 ". 10. ONL Y POL YACRYLAMIDES FROM THE NC-DWO APPROVED LIST ARE TO BE USED. ANY y OTHER PROPOSED FLOCCULANT REOUIRES REVIEW 6 APPROVAL BY THE DWO AOUATIC 3 TOXICOLOGY UNIT. 11. WA TTL ES SHOULD BE SPACED IN DITCH USING THE FORMULA: (WATTLE DIA. (FT) X 1001 / SLOPE (9) 3 12. WATTLE MATTING IS NOT REOUIRED ON DITCH LINES WHERE COMPLETE MATTING INSTALLATION IS INDICATED ON THE PLANS. PAGE 2 OF 2 C/ T Y O F G R E E N S B O R O a N [22T457 D. NO. REV. WATTLE WITH POLYACRYLAMIDE (PAM) 12/10 U 3= SEDIMENT CONTROL LOG MUST EXTEND BEYOND THE INLET'S OPENING A MINIMUM OF 12" ON BOTH SIDES. STANDARD COG CURB INLET #402/403 NO TES.' 1. SEDIMENT CONTROL LOGS ARE TO BE USED ON EXISTING CURB INLETS WHICH ARE L OCA TED ADJACENT TO OCCUPIED TPA VEL LANES WITHIN THE DISTURBED LIMITS OF A PROJECT AS SHOWN ON THE PLANS. 2. SEDIMENT CONTROL LOGS ARE TO BE INSTALLED AND MAINTAINED PER THE MANUFACTURER 'S INSTRUCTIONS AND PROPERL Y WEIGHTED IN ORDER TO REMAIN SECURELY IN PLACE. INSTALLATION MUST MEET THE CONSTRUCTION INSPEC TOR ' S APPROVAL. 3. SEDIMENT CONTROL LOGS ARE TO BE CONSTRUCTED OF WOOD FIBERS, SYNTHETIC FIBERS OR OTHER SUITABLE MATERIAL SUFFICIENT TO RETAIN ITS SHAPE AND ENCASED IN A UV STABILIZED FIL TERING MEDIA OF SUFFICIENT STRENGTH TO RETAIN SEDIMENT. 4. SEDIMENT CONTROL LOGS ARE TO BE APPROVED BY THE ENGINEER PRIOR TO INS TA L A TION. 5. SEDIMENT CONTROL LOGS ARE TO BE USED ONLY ON COG 4021403 STANDARD CURB INLETS,' THEY ARE NOT AN ADOU4 TE SEDIMENT CONTROL DEVICE FOR NCDOT 840. 01 CA TCH BASINS. C/ T Y O F G R E E N S B O R O N N N STD. NO. REV. SEDIMENT CONTROL LOG INSTALLATION FOR EXISTING CURB INLETS NEXT TO TRAFFIC 450 03/09 CONTRACT SHEET 53 OF 97 BEFORE YOU DIG! CONTACT ONE -CALL CENTER 1-800-632-4949 OR'811' City of Greensboro Underground Locates Information/Requests COG Water Resources Dep� _ _.373-2033 GDOT Traffic Signal _ _ _ _ _ _ _._373-2606 COG/Guifford Co. Telecom _ _ _ _ ._ T73-2084 COG Water Supply- _ _ _ _ _ _ _373-5855 Tanks/ Treatment Plants GDOT Storm Water _ _ _ _ _ _ _373-2569 GIS DISCLAIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRELIMINARY DESIGN DO NOT USE FOR CONSTRUCTION KENNERLY ENGINEERING & DESIGN, INC. 12133 N. HWY 150, STE. F Winston-Salem, NC 27127 PH: 336.775.2118 FAX:336.764.0797 NORTH CAROLINA LICENSE NO. C-3900 REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS ROADWAY 2011-067 9/22/14 SEWER WATER 2011.067 10/30/17 SIDEWALK 2011.067 9/22/14 JOB NO. P - 05187 DESIGNED 7/10/2017 BY TSK CONST. SURVEY BY --- CHECKED BY NLK SCALE: 1" = 40' HORIZ 1" = 4' VERT CITY OF GREENSBORO ENGINEERING DIVISION ALAMANCE CHURCH ROAD WIDENING J.M. HUNT JR EXPRESSWAY GREENSBORO CITY LIMIT EC SHEET NO. 12 OF 12 CONTRACT SHEET 53 OF 97 PLANTING DETAILS SEEDLING / LINER BAREROOT PLANTING DETAIL HEALING IN DIBBLE PLANTING METHOD USING THE KBC PLANTING BAR 1. Locate a healing —in site in a shady, well protected area. 2. Excavate a flat bottom trench 12 inch 3. Backfill the tre ch with 2 inches well rotted sawdust. I�lace a 2 inch layer of well rotted sawdust at a slo in an le at one and of the trench. 4. Place a single layer of against the sloping and the root collar is al arol 5. Place a 2 inch layer of sawdust over the roots n a sloping angle. 6. Repeat layers of plants and sawdust as necessary and water thoroughly. 1. Insert planting bar 2. Remove planting bar as shown and pull handle and place s edling at toward planter. correct dept�. AN 7 3. Insert planting bar 2 inches toward plat from seedling. 4. Pull handle of bar 5. Push handle forward 6. ea o compaction nmpW ter toward planter, finning firming soil at top. hole ril soil at ottom. 9 Y PLANTING NOTES: PLANTING BAG Durin planting, seedlin s shall �e kept in a moist canvas bador similar container to prevent the root systems from drying. KBC PLANTING BAR Plantingq bar shall have a blade with a triangular cross section, and shall be 12 inched long 4 inches wide and 1 inch thick at center. ROOT PRUNING All seedlings shall be root pruned if necessary, so that no roots extend more than 10 inches below the root collar. STATE STATE PROJECT REFERENCE NO. N.C. X XXXX RF-1 STATE PROJ. NO. F. A. PROJ. N0. DESCRIPTION SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. BEFORE YOU DIG! CONTACT ONE -CALL CENTER 1-800-632-4949 O R '811 City of Greensboro Underground Locates Information/Requests COG Water Resources Dept. 373-2033 GDOT Traffic Signal _ _ _ 373-2606 COG/Guilford Co. Telecom _ _ _ T73-2084 COG Water Supply_ _ _ _ _ 373-5855 Tanks/ Treatment Plants GDOT Storm Water 373-2569 GIS DISCLAIMER Objects on this map shown with a dotted linestyle were not surveyed, they were compiled by photogrammetric methods, available on the Geographic Information System (GIS) software used by the City of Greensboro. PRELIMINARY DESIGN DO NOT USE FOR CONSTRUCTION ikt-, KENNERLY ENGINEERING & DESIGN, INC. 12133 N. HWY 150, STE. F Winston-Salem, INC 27127 PH: 336.775.2118 FAX:336.764.0797 NORTH CAROLINA LICENSE NO. C-3900 REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT ROADWAY 2011-067 SEWER WATER 2011.067 SIDEWALK 2011.067 AUTH. DATE I BENCH MARKS 9/22/14 10/30/17 9/22/14 JOB NO. P - 05187 DESIGNED 7/10/2017 BY TSK CONST. SURVEY BY --- CHECKED BY NLK SCALE: 1" = 40' HORIZ 1" = 4' VERT CITY OF GREENSBORO ENGINEERING DIVISION ALAMANCE CHURCH ROAD WIDENING J.M. HUNT JR EXPRESSWAY GREENSBORO CITY LIMIT EC SHEET NO. 14 OF 14