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Home My WebLink About20170127 Ver 1_CoG_HorsePenCr_Impr_RoadwayPlanSet_01-04-2016 reduced 11x17_20170127� a 0 �z N U .. p O m 0 N • O ¢i 0 z T � a 0 � � c � 0 0 -� x CITY OF GREENSBORO ENGINEERING & INSPECTIONS DEPARTMENT ENGINEERING DIVISION PROJECT P 04�45 H ORSE PEf� CREEK ROAD M PROVEM EN TS �IEW �ARDE�I ROAD TO 450' INDEX OF SHEETS SHEET No. DESCRIPTION 1 TITLE SHEET SY-1 SYMBOLOGY SHEET T-1 — T-13 TYPICAL SECTIONS G-1 — G-4 GENERAL NOTES AND DETAILS S-1 — S-17 SURVEY SHEETS C-1 — C-27 CONSTRUCTION SHEETS DP-1 — DP-21 DRIVEWAY PROFILE SHEETS RW-1 — RW-7 RETAINING WALL SHEETS EC-1 — EC-49 EROSION CONTROL PLANS PMP-1 — PMP-20 PAVEMENT MARKING PLANS SGN-1 — SGN-20 SIGNING PLANS TCP-1 — TCP-71 TRAFFIC CONTROL PLANS U-1 — U-29 UTILITY CONSTRUCTION PLANS 1N — 29N STUCTURE PLANS NORTHBOUND 1S — 29S STUCTURE PLANS SOUTHBOUND X-1 — X-262 CROSS SECTION SHEETS WEST 0� BATT�E�ROU N D AVEN U E (U S C0�1 TRACT �l 0� 0 2010- 010 � c'�y`y9��P'�1 cvG�� END CONSTRUCTION y�<so �'<�F ��A �a TIE—IN NCDOT PROJECT �o '"�- `T, �'� TIP NO R-2309AB BID DATE : NOVEMBER 17, 2016 m m 0 a N? 0 U z JESSUP GROpF 2D, C-Ig ��rf, � C�� 0 �,Cx ' `` ' � � i i `� i :� ' �- = ' a . o � , g � � C-IS � C��6 � �� , � � BRINTON DR_ <nv � ; WALKING HORSE LN. p � �' � � �L JESSUP GROVE RD. ��"" __ _ F.XT �--- � � �,DRAWBRlDGF_ PKWY o¢ ;---= " �� R g--- 4,�' c 4 . a`C' F ! c� �✓ C_q C� 4 __ _ . , F SULLIVAN'S LA� llR� � SAINT PA�L'S LN.'�'� CARLY'S W NEW GARDEN 1� STA. 182+28.73 STA.158+02.82 (BK) _ STA. 158+00.00 (AH) STA. 49+g7.g3 BK = � STA. 50+00.00 AH � END BRIDGE �TA. 48+g8.23 BEGIN BRIDGE STA. 47+38.23 A�� G` U�aVN � 4YAYNOKA DR. ,+Pw ,� � -- � BEGIN CONSTRUCT STA. 11+04.00 VICINITY MAP (NOT TO SCALE) HDR Engincciing, Inc. of thc Carolinas 440 South Chumh Street, Suite 1000 CONSL 5 Chs�rlotte, NC 28202 CHECKED N.C.D.C:.L.S. Licensc Number: F-OI66 �,,,, �_ 220) CONTRACT SHEET � OF � SENSITIVE INFORMATION Not to be copied or distributed without the express written permiss�on of the City of Greensboro. .�a+ wsr � J�\L iY R�� r � �� $� ��, �� COG Walx Resources DepL _3)3-2033 GOOT Traffic 519^al_—__3)3-2606 COG/Guilfaro Co. Telecom _313-208a COG water Sup01Y�-----3)3-5855 idnks/iredtment Pldnts GOOT Starm Ilafer._____3)3-2569 NPDES General Permit STANDARD TOPO SYMBOLS Applies >>.s BENO.... . _ _. . ....... aa.s aeNo DISTURBED AREA = � 45 BEND ... . ..... . . . .... , , .... ,.,........... �i 46.6 Acres 90 BEND ........................................................................... � AIR RELIEF VALVE ........................................................... BLOW OFF va�ve.......�......� ...............�...............�.............�. 0 GIS DISCLAIMER CONTROL ACCESS LINE (5/16")"""""'""""'"""'""""'""'� Objecls on lhis mop shown CLEAN OUT (1/16�� - 1/32 1 �� W'`ht stlolleddi��estNe were �� T no urve , lhey were Yp CROSS ............ ............. ....... ........ F�� compiled by phologrammelric melhads, ovoilpble on lhe EXIST. MANHOLE 11/8") �� Geographic Informotion ExISi. CuaB IN�ET (5/32�� - 5/6a�"1�� Syslem (GIS) softwore useC ❑ by lhe Gty ol Creensboro. EXIST. JUNCTION BOX.._........._............_ ......................... ExIST. YARO INLET .......................................................... � ExIST. FLAREO END SECTION��'�� 8 GASMARKER ...................................................................... GAS GAS VALVE (3/32..� ........................................................... 0G GRATE OR OROP INLET (�.IJ (3/32��1"""""""""'�""""" � GUY WIRE (3/32..� ............................................................ � ExIST. HYORANT (3/32..� .................................................. � LIGHT POLE (3/32..� .................._......._............................ � MAILBO% ........................................................................... �MB NIP.................................................................................. �('( EXIS7. TELEPHONE OR POWER POLE f3/32"1""""'�'"""""' /" PROP. CURB INLET (5/32�� - 5/64..) ................................. m PROP. FLAREO EN� SECTION .............................................. � PROP. HVORANT (3/32..� ....................................................� PROP. JUNCTION BOX........ ....... ......... ....... � PFOP. MANHOLE (1/8..�..... ...... ......... ........ • PROP. TELEPHONE OR POWER POLE 13/32"I""""""'"""""" � PROP. VARO INLET ............................................................ � EXISTING PRECISE TRAVERSE POINT�� ¢°1° REDUCER........................................................................... � RIGHT �F WAY MONUMENT (3/32") ...................................... �r� SHRUB (5/32"� ................................................................. ti..l SIGNAL 80x_.. _....._. _..._ .. ........... ......_.. � STONE/ ROCK ................................................................. O TELECOMMUNICATIONS BOX OR PEOESTAL �� TELEMARKER .................................................................... TEL TEMPORARY BENCH MARK"""' ' y� ............................................ TEE..............................................................................._. � TELECOMMUNICATIONS MANHOLE (1/8�"1�� TRAVERSE POINT ..............._......._.............._............_....... � Q TREE.............................................................................. � CURB RAMP (CITV OF GREENSBORO STANDAR� M418)"""""" � WaTER METER (5/64"�......_ .............._....._......._....._....... ❑1�'� WATERPLUG ...................................................................... 1 WA7ER VALVE (3/32"� ....................................................... � BACKFLOW PREVENTOR ....................................................... MCI WELL (LABELEO) ...................................................... .. .... � SIGNS (LABELEDI .............................................................. Q P -Oa9a5 CITY OF GREENSBORO i2 02 i3 er HDR ENGINEERING DIVISION Rv�'" e'' HORSE PEN CREEK RD. IMPROVEMEN BY NEW GARDEN ROAD TO a50' WEST 1 ShiEET N0. 1 or XXX D�RE POWER POIE�. �Ill(E POM4N�POLE 15 ��, � -� 7�,� �/ ��;RQ�'EA POLE t2 � Ek/SI � �" ��UFE POMEF POIE 25 OEGIN CONSTRUCTION OF ST. PAIIL�S LANE F �/U ' �� ST. PAIJL�S LANE ,STA. i�tai.92 �. Sia. ti+3�.<a � ��- ' O� �Zo iq2� aa9j30 .,..... �@.q6pzTCITYEq " W�LFLOWABLE FILL.15' RCP . � Sie�O.ii�01ifi9 STA. 14+50.00 ZW . 3 �^� � ��OUSt4��1B�+i<a3:29 PI = 14+82.68 CONTRACT SHEET . . tq tab.20 i .. :. �..., $� � x... ,__ P� 2az SfMFIy .�' C.O.G STO NO a�f6-B . ) ' 50.Z< Li �IIR POWE POLE �� ' KESWICK PLACE HOMEOWNERS ASSOCIATION / / �� ' DELTA = 9° S7� 45.02�� (LTI � � � COMMERLIAL IXVIVErAY � / � �� Sg OF Si 93�3i ita�'� BY�a�IiE.P5B005TER �STATION � C�� -�. ? ...$.- . .... 6 � PRO�PERM. �_� SAiNT PAULS LANE PI 14+8z.68 / O .4`1 �� T� = 9.1p' _ � p �'- .�s.zs � � • �� '� / ��( / �TS°:� 5' 35" E ,`��. F..., . 12.00' �h� --- ,.:. ��E EASE#IEN7 ..� � i �9).02 �.. pgRa38a P�,1192 � '�) S9fio �tss / �DUaE POWER POLE 28 A42C = z18.1�9' CARLY'S,WAY . . , s � o � .z3.<a �. p op .n3.0) � h� R� ...... �\ .a] . �� pH 133 PG 90 P r SiR. tBa6t.40 . 27° 17� 01.34•, �R7 ' '� . t t+55:06 � . . .. � ' � �q � 15.65' , ^ . I 2a 6)' � i6.i0 Li �E-r,a - 38°04'39.2a"trtT� J' � Q oMnN calrro�ic o�ocEsc�r�c�aR�oTr� +SRpq o F�� 3�F tg, / � cH = �a.,a� SENSITIVE INFORMATION T � , . �51.76' � � . � z�is Hoes2�aeni. cReEk Ran� .� o �v � ' � ex 15" RCP > W o �.�� S% PAUI,'SlN. EGIN CONSTRUCTION OF CARLY��S WAY ° ^ � � PARcc�poosizes � '�2 � � � 4� � P� - �S��Q'�� m � DB 25�8 PG 258 --� `'> pi W/'FLOWABLE FILL �� 0 O ,� SEE SHEET C-22 DELTA - 9' 44" 06.45�� (LTI NOt t0 be CO I@d Of :� �. f� , , . 750.00' , r' �- STA. 10+97.00 5 H I � �� . �� _��. .` � .� - P aac 99.69' "O�" + O °Pe°,o9 c �ze' ' � � °qpP °ER" �o „ ' R zio:oo' distributed without the ,., �g, ��.� qy B�r• �C-22 FOA PROFILE �� o�ie . E �'�� -� _ 1O �RAINAGE EASEMENT �N a h q� FOR PROFILE : , �•l6. B � -�- v� �� DUaE PpWER POLE 30 �H �=' 97.86�. r09.]a ' Npm .P �9].f3 . PAOP. RpW �86.26 81.)<' � G N�]fl0 LANE SHIFT ��- � �% �HEGIN 1 0' �LANE SHZFT>> � � ^' ~ - t °A p � 9* SiA. �Bt99.g0 ARt� = 17•36� e% ress written � 25.23' E - 0. '� T 1 16.89 LT , . . .30 � � - \ PT 12+02.98 ' � � a -- gta. 17«so.00 q 2�. _ : 27' 77' 01.34„ 'p y �z oo � E ` i F L c�c F � � �, a6.00' �T ' ot +35 p 9. Pe�mi55iOn Of thE Ci}y v` �� STA�. 12�J5.A0 � �SO.Ofi '� ... � �, �.39 00 I.j �'° y, Oita , � f2 00 Z� �B).36� OiJ2 ,,0.� � REMOVE EX OIF "� E F-�2 E Ot3a •a�p2 la� ). �..��1 , .- 3W ... . t7. Of Cif22f1$bOfO. �' ' .. O N 50° 55' S9' � � • / � `� �: � ,n - q�� '^�9� 3.aa' _ �-- -" - - � . ' .',- �F_ __ ��r_ � , p � Pj �JEF�ERSON SQIIARE OF-GREENSB9R0; L��35 `, � TR T N � '� � � - '�" . . : � -. .. - = -� . Og a �p � 1 .F, � q S 8O° .O3 � 2 �2 OPEN HORSE PEN CREEK ROAD l\� �SI f $TA.. 1i+OQ. . .P .)8.38 �� G REMOVE � ✓ 15�RCa _ �-.� _ - . 63.36^ . . �-�. � •• , � . C 0 � a J�' t\IIiY "w _ 53'�_ / ��,,�� z r� p PAR ELp 0819] � 39.00 � EX CB �. - � � � •a9 50 "_.. 1L2.04 . 52 � / ♦ ��\ �* %j ;P i�" g 5�J P 1�6 P J PR � . � .. ivP. - -- x afi.00' - - - �. ^ � -_i �. � .. p$ , � �� E CONVERT EX DI �Bg S5�ppp p�G � IST. 16" OIP �"� ��i^�'�'� �.. �B yRyE � ..� -f3 � .40 .�a Ot3 �•�� 3 i.OY: � R--E TO JB BB 52 5 PG 2 TERLINE p , ADJ MH� �/-} -�'° .30 ei a'm _. 10 9] 12�25 FfURSE%�E/V C%�EK��QAD � °6 0 \E ��CONDO �OOK ] PG I6 �' F �rL �� .. � 0116 ' <n a' ' - - -. ., �'�� '� ��',. - PtGHt � � � .. f90' �PN � .. x o .15 89 t � fi6. . P � 9.. . �2.25 ..... �fi2`-' . _ .. 2� „ E ... . . � `' . .'.. . -1'4N 5� OS'Tva '� �u $r POwEa PO�E l2 � /� 3"" �y fn �� . ... � . 5a0' Oua� � . . .33 SNtFT ... Oti � . 9.)5 ....... w .. . - _ ___ �\ � I I tORPGE . ILL 45 LF - a �.-.. . 0�� -1�J+0 , .. . - 60 ]0� � ., .3n.92 17. 47 8250� � 8 \�E 9'.92'.95 / /` . i I �' '. .. � � iUPH 5 . EX ... N � .. _. . - fi9 . ... 10.30' 120' SiOHnGE �� 0 2a a ran.5� � - 1 � E � 3< fif I, �REMOC ��.., it5 � � ._ . �r o . ._. � t5' RCP _ RCa STOaaG . . . ,y - - - �.._.P � _ - 11.3 � E' ,.R P � � � . �� //i I . -a . . -IOWABLEFiII .._xoo� � � - ...-T_Z_ 130- _-' -. � • 16+� ... ._.. . � > i4 6 '. 63' ' , � �HRli8YQ1 �17&t '/ .. . O�� ^ -- ` � i . rv e^ e 9 ,-Ft � w rc �. - FT T�RN SiOPPGE A� .. � .. • . . . � . .. .... _ ... v .;. a ... .. � n 3 LB.. - -- .. 120' SiOR<GE - 78+ 'S, - - - •30.J0 � . � � -�. �i �.�y.� � ,. �o . � w 330' OUnI �E • .... - ' .09.91 9 6.00' >........ . .. Q .<_: �- - n3 � �;I.- FILL 46 °` ^ �' i RCP . • - .�.� • � �' ... - - _ - - Ot]0 a 35 -8.21-- . - . . 2, J5 __ _ 9 � �-�2-1919 . , LF - _ � .. W ., ...o � . . . , :.l.. _,� E%. 12� RCP � 535.00�. pi � ' - 15" _ . , _'�- �n ]35)5 � � x � .f5. -02 _ REMOVE E%. Ci C.Q.G. SiO. N0. af - •90'.00 �3.<9'- p .. �__ �-+O f.P ` ��' W CIIYO}Ca1M1YbOfOURdNOfOYRd , ...: . . - N o � -- -_ _ . x o._. - _ . 2, )5 ).38' f 0 O - LOCOIM IRIORTIOIIOII/R�QYMI� 0135 W/ FLOWABLE FILL . O 11 ' p . -.:: .• . . . . - - . COMMERCIAL ORIVENAV Q0.50' - q - 'q 6f.�5 W . ' .. . . - REMOVE } o .. � 5 IFT o0.29 �a-y t 0 0 ..�. (n � � NE e, 52� 5�� W �- lt Q R - �'_�`. + .. . I5� RCP , _. ._ :_. '�- '-._'� . .�_: q - 3 L . . .� -_ _ __ __ _ � P`'�•P.�130�50 � COG Water Reswrc9naeDl. -3)3_2033 EMO�E F ^ � a - '�- � /3 ':. _E1LL5" RCP �28:6a . .� . 0129 1O 33. GOOi Tra�fi[ Si ] 3�3 2606 24 1 r3a 35 .59.� �- ' --- -' � - ` - ' a'N�. � T--- 5 40 0... � O COG/Gu�lfora Co. iele[om_313-2084 - _ N W ]0. 5' � 13.1 ' ' •• . ...:.- ' � � �ND SAFEiv W-�f . , - �'�:. '.: ... ,�pry� .a -�� '��'O'3' „ COGWa(er5u00�Y -313-5855 a .- _.. . N2 200.. . , . .� . FENCE STR t<.)5 m . �� "`-'� � N 5' SQh00 . . ,. , .. .:�� .... 091 52 5 1 �a i.5a' 4. 2 0 6 F O Tanks/Treatment Planfs . v � : - G � ._"�} . .. - _ .TrP. R . �o.: � q `�,:-'LE+-_.ti�E��.., 4' -z--�h-- . . � .. } 3. � � GO�i Starm Wa(er _3)3-2569 - REMOVE'J LF _ " _��.. FlIL�EX. 15" RCP N3p24�0'W� ' �` �e � f` "') �°' .� o / ._, i:;P /E��`` \�� R �o�rv�� + "�FILL 29 LF EE%.'f2�ftRCP , � . . � W/ FLOWABLE FILL / 3� j3 FENCE _v ...�� END ]90 LANE SHIFT � q p . � •'^ . 4. ..' BEG1N 180PROANE RSHIFT � .�.... �, _�.�: � ; ��./ � '. � .• 6 �� . � ^ :� .... N � .r .. PROPOSEOSAFE "`-' �� {j'� rio � /' , 0 . E � 12 82 � REMOVE E%. CB � � . " W/FLOWABLE FILL O Tv N / ,.._ - . ___ _ ___ � `� e. pSan46i '�,.� .__40 50 RT � - __ . - /// � �/f.S _ . �.: u 0. - �� . . � NPDES � 0112 36.50' f�l �1 ._ � �" ST 1Aa65.00 STA. 17a90.00 y �--. PF � �4 p + � . . 46�Ob' lT q Sp- � _ REMOVE E% CB '� BEGIN S<F�E '.6 O�. � ` ----- __ OISTUHB SIGN � - �- _ :'�` �Pyi-� CONV�RT �< - 9 I Iyp o �i Gen eral Perm i t , H ..... �. . � �FIVE .. .... ,q / F, : Elj CB TO MH NAILF ' E J VE E%. 12.. ftCP � ' ... , , .. PELOCATE LiGni- � `�' «00.60 ASEMENT \P ___ _- RETAIN � _ .W.91�� U aOLE V� „a. � ry - %PPlies � � � REMO . ' a , 15 DRA�Np� 2� / +�� G X IS" RCP� ,�666� C.O.G. SiO. N0. af6-B ,� ,m ��E%IST PB l p� -'62 5 -------/ // /` �ryO ry � - I' . )�3 LOnfwERC[AL ORIVEXAv Q i2 � !� 5 � � a � �. ` / . / ., QG. �, P� .. )0 � .'- I n. f ,I� * � " � (\�� P.I. = 14+02.21 HORSE PEN CREEK ROAD 1�`,,��' ,a"`Q`-----""'"Ex.�eR�P ==_ ; ��ee� azE DISTURBED AREA = - • �� I� � � � = 12+47.85 CARLY'S WAY _-�' aa�'+�� -- /01z �� 46.6 F�,Cf2S \ oe aaaz ac iasa O� 7 � \ r�/ KRUSOH INV89EMENTS, LLO �� I� �9`RUSCH PROPERTIES, LLC � ' � � II I �� / / -- -- - � ��HORSE PEN CREEK ROAD , Ana HoaSE aEN CeEEK eonD .. - � �. �I ,' z ... ' � " .. 1 I 2 I II�I .. �/h / �� _ -- � ��, 0123 - + 160P RCELqA008Na00AD PARCELp 008163J J I W I I-' ' �2 �� -- RCP��'- . P� 16 96.01 �,� DB 6a30 vG 393 ' � �./' /� / _ DELTA = 24° 23' 26.48" (RTI -- Pe i3i �c �i Q I. � __ c. BIE � tn�H E�' �a � O _- �_ PB ,3Z P� 2o GIS DISCLAIMER �I � I ��'� /4,P / KRUSCH INVESTMENiS L�C �� T q�z'z3 LOT I � , i��-�,� ry ro �� i6oi New caaoeN aonD �___-- R= 2.185.00' . ObjeUs on lhis mop show� \ ��I �z :� /zP / vnRce�N ooaiaoi � ARC = 930.75' � w;tn o dotted I'nesfy�e were � . OB 6430 PG 393 2' 37 � 2�. �4 �� I , S� _� �p � DUKE POYIEF POLE 2� , �O� 511IVCYEd. lheY were O � i .. O P 13 P 0 - �a i 8 2 G 2 STP. 1 i.i5 � . - ti H .74' . /. C 923 � il n r mm '�7 � - com etl b oto a etri� � -_� � � 46.99 FT N. P Y P 9 i1 h � LO _ � C � �� ¢ SE - 6.OZ (E%IST. ) � G � melhods, availoble on lhe R �I / / I i D �. h � � � ' Geo ro hic Informolion _ h � �, N /. � A 9 P �. I S"! �/ <v}Q Cliv OSLpIiEEN52zR008ptE IB OIISt�OMEF Pg 3319 DIIIE POWER POLE 24 P. I. = 18+12. 80 HORSE PEN CREEK ROAD I 0�3 Syslem �(�i15� SO«WOfE USEd � ' � � ou�e aoxEa a e zs by the Gty of Greensboro. . .: I ,,7/ / ]5.26PT t5i.i51iT Sia. t4*51.93 s*SS.Bow;e� = 16+15.31 SAINT PAUL'S LANE s� / 68.89 f1i - � I Clix aF GREENSBORO POLE 16 OIIRE PONEF POLE 21 � Vlm Dlll(E POMEF POLE 31 . . . I. e .%'�� /� St50.93 �O.a3 SiA.6.<4�Pi92 5i32?9 FT.69 �o �_^ � �.. �� o�� PROP.�GI�pO]]3 PRO CI p0115p�15 . . . . . . PROP. CI tl0132 . . . . . . . . . .....' �� . �� - - NCOOT STO xBG0.16 COG STO N402 � � oiaz - - -. STALL PEP a852.06 STA. 71+82.00(L .��. .��. ��. COG STO X402 PROP. GI M0119 .��. �. ��. ��. ��. �. . . PROP. GI p0730 E. GI x0135 STA. ]1t71.00(Pl TOP 849.93 STA. 14+35.00( o��g 013� PROP. GI x0134 0�30 oi35 TOP=B4B.44 TOP=851.04 NCOOT STO a840 ]6 COG STO a 410 W/ CDOT STD a8a0.16 S A. ]9+72.601L - - INV. IN/OUT=843.85 INSTALL PER a852.0 2�� GL GiJ N TALL PER t852.06 E. TOP=845.66 INV. IN (0777)=644.99 INV. IN/OUT=Ba .17 COG STD tt406 ASSUM�D TOP $46.57 - - - INV. IN 10] ]51 /I (0117) /OUT=843.59 STA. ]4+63.50 (P) STA. 17+79.00 (L) STA. 17+67 +/ STA. 19+29.20 (RI I V. IN/OUT=842.47 - - - - oN TOP-849.02 TOP=849.40 49.1' + LT. TOP=847.15 C NVERT TO JB '- I - o�iZ PROP CI MO112 m INV. IN/OUT=B44.97 INV. OUi=8a7.15 � INV. IN (01241=844.25 C G 5T� a420-A � _ - �. CO STO Y402 doi PROP. GI M0120 INV. IN (0135)/OUT=839.61 T P=845.66 � , �' TA. ]+71. ]O IRI o EX. MH a0116 Q�� o� pqOP. CI RO12 PROP GI N0118 oii9 NLDOT STD e840. 16 ��Z� Q� � PROP. CI a0133 �� - ' OP=848.20 N°i� COG 5T0 Mn00 � COG STD k402 Oi26 LOG STD N407 INSTALL PER d852.0 COG STO M402 oN '� -- � STA. 12+04.451L �a' 33.00 L STA. 14+]2.00(L STA. 15i TA. 17+74.00(L) E%IST. LB N0129 � � oo � � � �_ -_ INV IN(O] 31-843.420 � n STA. 13� 18.00fR1 oi29 . _- INV. IN101161/ UT=829.280� �� EX. TOP=849.04 �� TOP=850.71 TOP=8d7.65 T�P=Bae.29 TOP=851.13 STA. 10t9 .90(Rl o� � - - a w INV. IN/OUT=832.2 r.� INV. IN/OUT=B 4.61 INV OUi=8d5.d0 (NV. OUT=8d5.39 1 �. IN/OUT=846.98 EX. TOP= 4a.84 - - _ = a�� PPOP. GI MO 1] o� >,� COJtIST TOP T0=850 52 � II � _ - PROP___ PROP. I AO12] --- __ � INV. LONOERT TO MH .�N� . . - -- - 1' NCOOT STo a840.16 PROP._TOC LT �> P.�. CARLY'S WAY --- TOC LT PROP. TOC LT - - STALI PER N852.06 .:m - COG 5T i402 0121 COG STO 420-A - - 850 --- » sTa ia+oz.zi ai ri r an ' _ �> 85Q = TOP=Ba8.03 ^w (i) 1� i0P=64 .90 ' ' � _ >w � - _ . �.. . INV. OVT=8a5.13 w1�2�y =__ __ ---- -- -____ � __ ]NV. 0 T=8a3.50 PROP. GRADE LINE . �-- OP. 70 � � - - _ � _ _ _ � BEGIN CONSTRUCTION ` ,� � - - - - - � PROP - - - _ - � - _ _ _ ----_ pA _C L7 _ _ - . STA. 11+04.00 -- - TOC R � -� ROP. MH xo122 01zz --- ------- - -_________ _ - ( J 0.3 2 �� __ _� - �� ELEV. 646.59 �� - EXIST. GROUN� LI E � _ _ _ _ _ ��- - om I oG STo av0a PROP. TOC RT '�� ---'- ' o � . TA ]5i69.501R1 ----- - ..-. - � il- . / ov HGIILI - OP=846.65 . ----- --- ---- �iOP. T _ � I- HGL ll) ' - - NGL IRI - _ . / ..m _ -._._ ....__ _ --"_ . _- -- _- _ _.- ._ NV.�IN�--Bc43.05 - . / •�, ..PROP�- 15' _ _ _ - - . -. Ntl. 838-07- ST. 16" WL - � _ '. - �P. 75" RCP R) k __ __ R -.- + - �. MG .- __-_ -'-_ _._' ___ _ �'i� � i� _ - _ _ -- _ / > , . . ' RCP lPl - - _ PROP 15" RCP (R) PROP 15" RGP (L1 : - . _ _ - ..'� . O6 LF @ 0. �3% � I' HG� l�l-' - . ' : �� ---.--- . . / __---. .54% � EXI -r=..-' � --_ - � __.-___ y �_ . - _ _ - _ _ ,. ^ NG� 15� � a� PROP.215�''RCPF(L@ 0.46% 704.24 LF @ .. -__.. SS.d LFY o-.95%- . ...__ 4�-- oi2a_50_�2�F-@ 3 85%_ �. -- ---_ -- � __,t 1 15 RjPSA ' ... � -_ - _ - PROP. 15' RC ILl - � - �- - - - � _ _ �GP�LL _ / >w � � PPOP. ]5" CP L � � PROP. GI X0128 T.�� -- -- l�-� �'�- = � - -- ]53.20 LF @ 0.50% CDOi STO YBd0.16 ( � �� - -' � .. / 43. ]2 LF @ 0.52% 1•• WL DIGOUT W1 �"� "� Q� � ',� -� � PR P. 15" RCP (7 IN TALL PER p852.Ofi TOP 84A 5� ,.,� �� P�p .- - � � 29. 0 LF @ 0.5 % PROP. 15" f7CP L PRO . 15" RCP R STA. ]7+78.00IR1 7q �7+ g@ p� 6 PROP. CI M0136 � - - EX. MH p0123 = 4� 49.11 LT. ' �P� "� y,�1 TA. 20+67.50 (LI - _ / 32 98 LF @ 0.55% �1z3 I V. IN/OUT=845.05 �"G i E:� -_ PROP. 15" AC (R EXIST. MANHOLE '� y2 TOP=847.4a -- ::-. . - / PPROX. LOCATION � - 50.00 I.F @ 0 55% STA. 16*03.00 (A1 XIST. 4" PLASTIC -� INV. OUT=844.04 - _ I TOP-838.18 AS LINE - - � PVI STA. 11+25.00 � i�F' �' INV. IN (0122)=834.71 EX. GI R0127 -- - �� -- - I- �� PAOP. GI a01 7 e'� .?c. INV. IN-831.81 01' EXIST. NL T la� --� PVI STA. 20+80.00 - � PVI EIEV 847.97 I �� NCOOT $TO %8 0 ffi�� 9 � - NG� EX. 75" PCP(R _ . �. � �� . y. . iNv. our=e3�.n sie. n.e�.aewl -- . a� PVI ELEv. � 8a6.81 � � � _ . . LC - 30 I � � � I� � � INSTALL PER 852.0 (�.�.• � TOP-B3B. 17 ' � .' @CP119�% � 41. 5 LF 4.73 LC = 120.00 -- __ - � I K= 6 STA. ]4+13.5 (RI �9c, INV IN-B34.56 -- EX�Sg lF EX. 75" RCP(R) K= 65 � . . HIGH PT. STA.11+40.00 . 1= . TOP=849.13 q . INV. OUT=834.4] � �09' � - -- - - � � HIGH PT. ELEV. 848.16 EX NO�E MO]]4 -�� INV. IN/OUT= 44.70 `�'�q ' _� .8 L@ 1. 7 HIGH PT. ELEV?o84�.0�2 � ' '. . �. OPEN END PIPE 011� . ..: '. � STa. 71+90.56(L . . . - � - / b� � INV.=B33.74 - -= EX. ❑I B01f0 � �� 0128 PROP. LI #0128 �. EXIST. INLET OtiO EX. 24" RCP L � � � � COG STO M402 � � - -;- .. - STA. 1.66.96 34.96 LF @ 2,63% STA. 78�94.50(R) �, �, �. � � - . . 830 TOP=845.59 83Q . . . . d - INV. I =820.23 V_ U = ] ip �' ''�. INV. 0 T=817.33 Ex. 24- RCP L ^ - `P� pqe 99.23 LF @ 2.97% . . . , � � �� I� / , /P@29 � . _ _�- ' �. ��'" ��. _�-_ � i P .' .�py . �. . - - . . - . . �. . ,,- O . �- . . . . - . -. . . �. _� � . - _-- .�. � � � , a� �`�g.�'� PVI STA. ]2+60 00 - � �� ... � c = . �� . , �° .. . . PVI ELEV. 849 69 .I.. . . _ . . . _ . . . . _ . . _ . . � o � I� �� LC = 120 00 -.�_ ' � - �. • I I '� K- �^ , EE SHEET C-22 F R CARLY' S WAY PR FILE � � HIGH PT. STA.12+94 OB . � �. �� w ��! r+iaNPr. e�ev. s4esz : ' EE SHEET C-22 F R ST. PAUL'S LN. PROFILE � a . . . . . . . . . . ow �. , ��. �. �. �. . . �. �. �. �. �. � . . . � �. � . . . � � � .� � � 0 0 1aF00 11+00 12+00 13+00 1�►+00 1$+00 1(iF00 1%+00 i8t00 19+00 ZaF00 21+00 �� REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS d08 N0. P-Oa9a5 CITY OF GREENSBORO .sm o N ROADWAY 2010-010 03 15 11 -� ��Q HDR Enginccring, I�c. of [hc Carolinas �� DESIGNED 12 02 13 BY HDR E N G I N E E R I N G D I VI S I ON �-� aaoso��ncnu«ns«ze�,s��ei000 sewER coHsr. suRver ar HORSE PEN CREEK RD. IMPROVEMENTS s�eer Ho. c��k Charlotte, NC 28202 � WATER � � CHECKEO Bv NEW GARDEN ROAD TO a50' WEST 3� : N.C.D.GL.S. License Number: P-0166 SIDEWALK 2010-010 03/15/11 SCALE:I'=a0' HOR¢ 1'=4' VERT OF BATTLEGROUND AVENUE US 220 � OF � O �" ' � � � ��, TERRAULT DRIVE O �.� . Du E POWER POLE EO oux[ POWEF PpLE in ouKc PowcA POIE n< � ! � - sr n*35.iz '� ', ` P� = 11*14•79 CONTRACT SHEET - S�l2Zt<�Li•56 sr3.Zzq+ir.se � : ��. ^ ` � � zc.as [* 7 � � DELTA =32° i9' 18.56" ILTI I SW ' ` i � � OIIKE POWEIi POLE�35 Du E POWER POLE 36 � T= 63.75' 95W OF � _ 5 LAKE ASSOGfAiION � S�z�7 Bd*L� 44 ST28 �� `PZ6I .- 28+33 31 H�f�S C_ G�I��31 R=- 22�.�0� SV INVESTMENiS. LLC �� SULLVAN _ P. I. 23+48. 32 FiORSE PEN CREEK R AD % aso� su�uvnNs �nKeoeive �� aac ,,4 t2a.tt' z�as �oese aeN ceeek eono PARC�ELX 006f§68 • , -. t . - �L6° 02� 36.73�� PARCELq 008129a = 16+21 . 93 ULLTVAN' S LAKE D, I'VEt ��, oe ti�az.ticp<zz • � SE F�.EN CREE�K ROAD cH = iz .a�' oe �sos Pc s�s �� '� � � �� g+gg.i93 TAL � � SENSITIVE INFORMATION �'� � � � ��1 � MAGA �LANE � " R P R K R" --� Not to be co ied or STA. 14+53.0 N S AKE��ORSP ALi �� ,� /..� I` 7�`�r.�� '' _ _: -�� PI = 32+01.87 PPOP. PERM. ORAINAGE' 3� P O ,� _z � �%- �ULLIVAN�S LAKE DRNE DELTA 72° 2' 78.43" cLTI MAINTENANCE nqoun�irv�oo�oa5a' BEGIN C NSTRUCTION OF SULLIVq � 3'" � ! i � P.I. 31+3 41 HORSE PEN CREEK RQ'AD - E distributed without the � JEFF RSON�SOUARE OF GREENSBORO, LL �/ �� _ - e- T- 474•71� EASEMENT \ . I JEi'FERSON SOUARE OF GH[�NSBORp LLC 4W � '� ' 1,,1�`�'W % 10' L X 10'TH . (, 2J21 OPEN HORSE PEN CREEK ROAD � � ; �Q��E �� ' - � 5 B' RI RAP � �oo Pi �s�sz.�s = g+g .g7 TEpRAULT DRIVE' R= eas.00• �� S P express wntten anRCE� ooa,9 a 7��aa Nena �,oese vEN eeK aoao r, � aRc = I aie.a�' �sr s roNs ermission of the Cit � a�� QQ' / � p a % ;; / ., / 99 = s ��_, ? �� I� � B° 52' S9.04„� ',� ' 10 SY FILTER FABRIC p Y Qp y ''55 // ,,... _ AM 1-EPHEM RAL I .� f W ,y J � '3 / � PG�80 _,. ', „ � FLAREO END GRAVEL ��. \ W :�'' °�s�P� �C66 / / ��pR�� j8�� z� /� + 2's.'Oj. •...,N _ fiW ARCTA 42 73 008.3180(53' �h10 BUFFERSI . sE = 764360. _ _ secT�oN ORIVEWAY ry J of Greensboro. � ' C0��0� O�p I' �OP. IERM. ORAINAGEKEASEMENi �2 .! , R 24S•001 1 STRE PROP. PERM. pRAINAGE EASEMENT �� \ f / /E 2 � ... q.� MlS) / EXISiING 16" �(�\ t� ,� � �l / ... � 3 -.. 23 23 �9.72 1 9.25' W% 8' L%]" THK � �� \ 0[P WATERLINE V' QJ��O' �(\ll iY PR"w� W_' � � CHANNEL PROTECTtON � v m �� , y - CLA55�'B' RIP RHP 6" PVC �. �gT (�, o +- 0 5u�uvnNS �nKE nssoaniioN CH 776.47 , J� `� �P'� I � W/ 14 SV OF PSRA1 0 � x 4200 CE SULIIVANS LAKE pRl EST. 2 TONS � 2, UNDERDRAIN , iP p - - i: - ._. ., �. �o � .. P I = 1 5+15. 62 �w i � � + \ - PARCELq �08196] � --. �ESS 9.25'�W % B L X �' iHK. F 4 � �' �. DELTA 47" 42� 21.93�.,, (LT) 1 i 7 SY FILiER FABRIC�I ...:. � (TWICAL) E e. � a,W $� ASPHALT� 5 NO PG� y �' O�� ASPH4Li �� DB 353J PG 1682 _ � FEDERAL HOME LOAN MORTGAGE TALMAGA LANE r i �:, �� ,�. ` :� � � P� 6 J � � CLA55 �B RIP RAP p(j � � PB 81 PG 146 T 39�..79� � � CORPORAiION Q S p0 �� I EST 2'fONS �� 4j - �PIVE R= - 90:00� - 2J�J HORSE PEN CREEK ROA PI = 12+48.�9 �2�� \ Zep B \ �� S p OPIVE EX\SEME��:O G STO NO .aLffiaB ] SY FILiERFkBRIC "�� 1 �5 40° 49� 57„ E -� � PARCELq 0081300 Ym�5•k � . _ l DELTA = 61° 40' 02.56" fLT1 O Ea COMNERCIaL oalvE•��" '.'- I / ARC � 74 • 94' oe �sai Pc ��3 I F cREENssoRo � � 5 / O � qg - F�ARE� ENO � PC 14+75.82 163° 39' 43.12" T= 149•23 I z� N Rse aey CeeeK eo . �� O -��. \ irp .� /REMOVE i/-:6 LF SECTION I a /� a2. P CH = T2 i4" ,� R= 250.00' NI� PARCELq 008t288 0225 �� y�� 'F 9 ..;OFE%ISTING �05� 1°5 SULLIVAN�SLAKEDR. � / ARC = Z69.O7� DB PG sX I� �E BLOCK WALL TAEE ROiECi[ON BnPAICsOE � E pzii �.� ��ozi+ _ SEE SHEET C-22 FOR PROFILE use ON-iRENCH]NG SILi BARPIER mcuor : 1�f � 22' S5' 05.92' ,, I � E -� �� •- . �. _ ".. . __ .:;:., __� 33.)5, so 5�� 5� o PROP. ROW �606 0�1: SiauCi Al 2�� i0 BE •..�`1 ° 2]� Z3�� W = .i � WATERLIN �ro• ,'�: ' � i. 8 (� :.'My0}�sIMMbOfOURdNOfOYRd W� l o. -_ -F E-E /� � 5 I CAaEE5M0ulONBE�EZCEPGI5E0�0oaaEVENiE� � 1� ^� STRUCTURE FLARED IN� �p /� i. ...V%n LOCCIMIMORTIOIIOII/R�QYMI� N t,.. ... �0 .36 ��A .. '> 5 PT ]SES=.7= - PR P ��.. N CH OEMOLISHEO ZSE.Z75HE� Op ROF B/ . y/RE y � ..OiJ 03 ��/` coe wo�e. Resw«e: OeDI. _313-2033 Y�ATEALINE : ;�^ /`� GOOi Tra�fi[ Siqna] -3�3-2606 Z M 33 2 0 5 0 2 _ '� .. � n�O�t3 � 0��;�. 91. 5i� .� � ..: ..- �- E E F E E F 0 ]fi" E TI��G 3' F� Z31 EX. R . �" •_ _.�Y� COG/Wa(er�5u001y iele[om =3)3-5855 U ---� N--O° , o, REMOV � % 0 C OnH<GE i0 ixE EEE. PREVIOUSLY SEE F Oi19 E � � 5 �y 2 O _' _ - �...� � . .: . --� � //��\ �- 29 23' W� . CB--�� REMOVE �p �. � .'.:-.. �--� e � N .B2.�fi E � ( )/.�� .. 3A'15 �� EXM�15" RCa� GO�i�StarmeWa(er` P an s_313-2569 � .,. .. � � � � ____ ... - .,�.,� E F '� o a .3).69 0]2 �/'.��." - �. �. � J.. � Q � . .. PROP : PERM. .99 §3 Q 22 ^ � O ... . 33 �5 � _ '- _ � F E� , z U n3.))' �I �// _ : P a �...� RAINAGE � N 3Q3 = � � ' - _� � w ; ; I I � aGP -- �. � R 1� � ' �5 9. r+ �ASEMENT x. A 83.98 -- 4+ ^ _ ... �_ � E' E� 33.�E - E�E , f F - �.. �+ �� , so EXI IP z 135� ��m P�T 12+73. 73 �� 23+ 16"RCP 3.0 e . . 3J460 -. -_ ..:� ''_.p. _ F _- .... -E� � - �(l. -� Oi3 ATERLIN 0°b �� E m � '� .q - ]OO..:STOR4G �ZS} - 50002'SSE �-� ' S' � _ 5_� p �. li�` o'� . j7�oi3s� � oo Nor �1� .-ee.o6 ` j� � � �. L'."%� �B3 9B, � ` . Q.a ��- . 0118 � . .:. .. i S � i �3.>5� y 2 \ �o�ST�Aa �; � ( N P ES :., n EN - " , � t00 iAaEa � �. :• ). . . NV L` x �,, RCp � F SIGN � { � '�- ,�Ct` � �A�:. �5<']30 �" . •��e �� ' � "�.." 26tQ� � W��.¢V .•... tir -'. 0.5100.PGE +��yQ �. ^ . � ^J �_ �.l�n�rQDr�rm�l �� -0q20 E .. C " ' �0j5 ^ �+e&9B a0) ^ . . .' ' ' - . . . _' �e . ^ ...' � 19 .09.6i W PROP _ ' 20 _ � . P� 0] -. _ 6- 'o 033 P.. s2..B �5 - v .88.00 ' � . f00' i1PEN ...:.p .- , ' � b o 5- 023 WATERLINE . + � __ - � �m� . 023} . � \� a - - APPIies y. V 328.51. - ... = 58.•. -.62 B] : ' - . . _ �� , " -- 0121 BB.3a C 7y. '_.- REMOVE EX. CB �'- C ��:.`- ^� . ;^ . 3 8 x^ 200 SiWRG ;.+ Q a 5 9' J R .. � C � 0228,5 RG � OIJO _ 0.EtA�N ¢ 00 2� .. 02t0------- ' N E � � . -= o. [X 15" R � � O � 2�� . � ^ 0 - a8 93 . . _ ' . / � � REMO� _ w - f_ . : '. _. ] ... O2i) ^ rv . ___� x' � �0220 � ... Q.. ' L +�Q �� P 0338 � ....�y / �N ..x a Q� ," �'-� EX. 15� RCP:... PFOV. RO -.I ... --- *< 6X OX �_. IS R. -. ... ..� ^ x �,� � , + � > Z9400%�� n 022< .. F �' E%.15 R�P _ °' - DISTURBED AREA = z m''^'.�.,.- � - �\ r .... �__ - �' . ' . ... .. ,�� .B5.a5 .09 �n � a ' P . � REMOVE ` ��' tg �-' �. • REMOVE 58916q1 � _ k.. 15' RCP :.. FILL 36 Lf I1 44 . x ��E -- E �° 1.15 � F W/ FLOWABLE FILL ��" � ' '. -. ..;� : :. : . . _. "� . �� 332;66 ; _� '� � q2.25' �.75- R 1 51 i4' �tpn\ / ' �� EX CB i0 MH � O E\� _ . .. a �;°o f . !�oz,6\\� � e'S p�-- -- �5 � - � ¢ �N > za� ,,,- w 46.6 Acres ' � . -- � " REMOVE E%. CB dI. y I 83E '� `I �� :.-; : S � ..��_�____ . r� '" .��i o ,lz:... �� o� zzw.. � i ENO C E� _ m I � �Q . ,,, . � '69 00 � . 4 " I E E� . � .. ,� E �1-�.:. , `rv., ,,., � ,�'__. _____ . ; Q �v .. �. ONSTRUCTION fi. I. 25+11 . 23 HORSE PEN CREEK ROAQ" > ,00� wARNokA oRi� a�' z ! < ,,� . , Q,,, ; N si� s az E _ aaau�r ve = 10+00. 00 WAYNOKA DRIVE < l WaYNE ��NE a�d � � ��m o I� p : E_� ` 4 � \ D o�a E11*50.00 GIS DISCLAIMER ~ E /Fi OQ _. �n PARCELH 00816�3 '' .. k,+ o o � ��. � f3P+t,+ ( 10 � . OIIS 1. �� 6 SDEWA[N Z .-f+- . 89E '$�,� E' lZf�U�7' l2. , � � I", w �� G2 5 pi BnTX Oi CURB �� PC Q+� 0 qONNA NABADI ontl nus�and, � 90NE ��HEET C-23 FOA �b�CClS On lhig mOp ShOW� HORSE PEN CREEK ROAD eZE -�� = oe asao ac �oaa �1_ - ._ m, T,., I i ` g�o , � ,� 3� _� . ` , "z.z5 coNveaT ex. ca m . 'e IPF I PB 81 PG 101 . -:..:. ' 02 ._..____ �� .,._ ..;� a WA�ERLINE OIP�_ ..- �' ,� � � TO JB W/ �IAB LID �'r' \��,:�o�-f y, '�... ��_ ��2] 8'� HORSE PEN CREE � DAViO R. ` PROFjLE Wilh o dotted ifnesfy�e were -� �pT �5 - [Wy� �E e��Ok � _ I �O.\ ViNA�AK KABAD ROA k�NGS n Su/ ,(he were PI = 16+96.01 KRUSCH PROPERIIES. LLC , �� 91� -- �.... 13 '13' z . :� ; �^�'I '� " � Y �)9.58� �o' �� . '9 � ' . � � . � v�and w�fe. iERRI.. ASTINGS O� VCYEd Y . �8 4842 PG 185a �%Q�e�.. ...;. �p ',..mCONCqETE ��- �'n-m'II ' �� ,� f6.50 �.- �. U�, p . .61.0) � � �E -.��` �� m�' �n ;�. 88E ��.-. 2 '. �, �PARCELN 0081]15� k 3301 TERRAU� DRIVE compiletl by photogrammetric DELTA = 24° 23' 26.48' ( Ri ) y�pa HoasE PEN CaE[K aono � _ oz � E , e5E I. T= 472.23� PARCELp 008143� SEE SHEE �`F R-P 3.p; '� ��' g4E im �' O � \ s BUiORD B. PIKE anE wife.� °' �`:DB 4938 PG �58� " I � �� • ' o anpcE�q o0 5ea melhods, availoble on lhe �x , N;�, . I A : BfiE z Q � ' f • EN � CONSTRUCTjON OF WAVNOKA ORIVE-- -� I y PAMELA�DENISE CARROLL � �� O ,' 16.50' N HB° 26i 42�� t\+ ' c�" ELLEN MARIE PIKE�"� a m�'. ' 4B..5053 PG 1900 � DB 502] PG 1�41 GCO IO hiG InfO�TOliO� R= 2.185.00 PB 131 PG ]t �PF � o ROBERT A. SCIORTINO tl wif ;'Z�2] 0 HORSERPEN CREEK R� � �+� "�^ - ��t98. B6'; LOUISE . CASE t o�. G z�36 HORSE PEN �CREEK RO p �� P6 118 PG 120 � PB 83 PG 21 9 P z 83E-H � ';,- � � OAC' �Z]32 H(]RSE PEN CREEK ROAD � , % `�. pppCEL 0081]1G ��+ �� 'LOT tt) $ l2T � $TA. 11+ i / ,�lo Y I " ': " 4106 i�TALMAGA LANE ��...o � . N m . OIIRE POWE1i PptE 4C LOT 1 Y`+ �GI$ SO(IWOfE USEd ARC = 930.15' -� - �_ �m oeeoRnH n. saoRnr�o i Pnece�a ooaisa� °'�-.� PnRcc�a ooaisee ' ,_ '� �� .� � oe 59ig ❑G i3[5 . - sra. nz.�s.za by the Gty of Greensboro. I� O _., ,-,.". � � y I. �i DB 4202 PG Yt63 ._' ^ 1� %Q[,/j�[/f�'/AI .� PAR�ELN �081562 � �„' / PB 86 PG 110 50.05 ai 2` 37� 20.04�� ti� m^ 2]28 HQRSE PEN CREEK ROAI.I; m c �I, DB 4]81 PG t]} . . �o WPTCK PROPERTiES, LLC 4 y ��- Y � PB 1t8 PG 120 � CH = 923.14' Im 40�5 WAVNOKA W/�Y ,�;� � PAkCELq 00816�2 �'�_ PB �2 �G 382 NI PB ]2 PG 382 ;� E ,-'DB 5]�] PG 2642 ..,, � J, ... pUaE a 5- ' DUaE POWEP POLE 3i �, a PqRCELN 00816]N � 9 a ',' �B 5364 PG 2080 � � y I_' LOT 155 - 1m LOT 1t� CONCAEi m �/�� PB 96 PG 11p_., � � � p�KE POwER PO�E at DuaE vOxEF vOLE a2�0UKE POWEF POtE <3 a 32+39.39 SE = 6.07. ( E%�$T. 1 Si<. 25•30.]< � UUaE p wER FpLE 38 DllxE POwEP GOLE 39 � 1 E� 1 1 f1 . LOT 115 Sis. 29�32.90 Ir� � �m i �.� ,- I �'oIK STq. 2 29 84 I SiA 39s28.i2 SiA. 30a69.i9 9.59 RT 3<.15 Ri OB 5851 PG 266 Si35 i0 Fi�; PBLOT )�a101 I. � pR1VE !, ...@ � 4i.5i RL a6.9 Ri 53. 5'Pi P8 81 PG 101 LOilt6 � Il�.zl I� - .I 3� 0 Ri -- - SHEET C-18 FOR TALMAGA LANE , -, _- -- �, - - - - � ---� - - - ------ - _ r _ - - I `. ; I I -- - - - � t- i �-- -I_ � I-; _ ; ; _. I- I ;: '- I_ !- � -�- -- -. . _ - _ . , J . _ , . : . ' �= . , T� _ - � , , , _- I- - I PVI STA. 20+80.00 . . PVI STA. 23+50.00 � PVI STA. +00.00 PVI STA. 36+15.00 � _ - '�. PVI ELEV. 846.81 ' - - PVI ELEV. 840.98 �. � �� OZZzaROP. CI x0222 PVI ELEV. 834.61 PVI ELEV. 851.54 ��. - ' � COG STO XG02 PROP. GI 0232 � LC = 120.00 LC = 550.00 LC = 270.00 oz3a LC = 750.00 �� - K= fifi K= 98 � ��. ��. �� i/+. 28 0�.00 (l.l PROP. GI 0226 NCOOT STO NB 0. 76 �. -_ HIGH PT. STA.20+20.00 �� LOW PT. STA.24+25.00 � . .. TOP=036.84 oxxc K= 65 K= 86 �� INV. IN/�UT=033.44 NC00T T� R8 0.16 LOW PT. STA. +55.84 INSTALL PER x8 2.06 HIGH PT. TA.34+75.Bfi = NSTAI,� PER x8 2.Ofi STA. 31*00. 0(R) - _ _ HIGH PT. ELEV. 847.02 '� �, - � LOW PT. ELEV. 840.51 �. �. �. �'. � . . '. ' �. �. . � 5rp. 29ta2.o0IA) LOW PT. ELEV. 835.86 Taa=B �.6o HIGH PT. LEV. 844.46 . . _ _ - PROP. GI M0221 TOP=B 6.02 INV. IN/OUT=B 4.70 pqOP. CI M0239 � 1 �Z�NC�OT STO k840.16 INV. IN/OUT=B ].64 PROP. CI N 238 02� ��39 .[pG STO N402 . ; ; �Q � � PROP. CI N0213 . . . . . . COG STO #4 2 � SQ -- - � COG S 0 Md0 Sia. 27+B6.00IL1 EX. GI tl0 24 ' � ' �� - - � STA. 22+95.00fL ... o��a TOP=837.00 PROP. GI M1022B 3zB TOP=841.39 . � PROP CI M0217 PROP. GI A0220 TOP=837.54 . S7A. 29a38.2 !R1 NCOOT 5T� M1840.16 INV. OUT=837.99 � - - - �. � oo TOP=841.90 � � Ozi� a��o INV. IN/OUT=834.64 E%. TOP=835 88 INV. IN/OU -832.77 _ -_ COG STO 4402 NCOOT STD R840.16 INSTAIL PER a852.0 � - o� INV. IN (0211)-838.50 EXIST. SS MH, INV. IN=832 69 13aPROP. CI k0234 q" GL _ �. PROP. oZi� PROP. I M0211 �� INV. IN (0212) =B3B. ]2 TA. 26+00.00IRI STALL PER p852.06 STA. 29+55.84 (R) COG ST� p402 - - �. . TOC LT COG TO N402 � Q TOP=839.30 STA. 27.32.00(L1 PROP CI a0215 TOP=837.28' INV. OUT=832 59 i0P=836.00 P.SSUMED - TA. 22 45.00 (L) INV. OUT=835.34 0215 �NV S1=829.00' CONVERT TO JB iA. 32+00.00 �R) 70P 837.1 � �� 2.15 TO =842.96 nim PFOP. CI N0212 PPOP. LI R0216 INV. IN/OUT=835.83 TOP=B38.27 COG STD x402 ,,/� INV. IN/IN=831.5� TOP=840.73 � -- '_ INV. =829.02' COG STD N42 -A STA. 32+OC g 0z�2 pz� INV. IN/OUT=834.2] TA. 27+70.00 (R) �•'(_ INV. OUT=031.32 INV. OUT=837.33 - -� �� INV. OU =839.56 N" COG 5T� M402 COG 5 � R40 � � TOP-83B.96 INV. N� 828.90� TOP=835 52. . 40.7�+/-RT - - � PROP CI M0218 PROP. GI R023fi - : - , � � �> SiA. 22+95.00(R in. 2.a.59.00(Rl azie �� INv. IN/OUT=B34.97 ozw _ ,- COG STD N402 O�. PROP. CI 60223 PROP. CI k0227 COG $T� X 4]0 W/ - - �� a j TOP=8a7.90 TOP=B40.0] pi o��3 COG ST� a4 2 COG N403 OZZ ' - INV. IN/OUT=B38.50 NV. OUT=836.61 TA. 26t00.00(Ll o,.� COG STO a406 TOP=839. 13 pm TA. 29t05.00 (LI STA. 29+55.6a (L STA. 31+95.0] IRI I � � > - i _ � � �� P.1. SULLIVAN 5 LAKE DR. INv. OUT 835.73 N ii LOCATION OF �m TOP=835.77 TOP=835.57 on TOP 840.40 � �_ a' INV IN/OUT=832.37 INV IN (02231-831.36 on INV. IN/ R� _ - 2 STA. 23+48. 2 . PROP. � EXISTW � Oui-837.73 j� '� , . _ � PROP. T C RT ��- \')_ �6$ GRADE P.I. WAYNOKA DR. �w SS MANHOLE tOm oo� INV IN (02281/OUT=83]. ]� Mn STA.T3R+36.41DR. OP� �� . . _ - � - � -- � - (-) 0.62% LINE a� NOT SURVEYED PROP. GI x0230 +� � � __ - . � _ _ � � \ _ - -_-_ _ - STA 25+1123 >wPROP. � �� m NCOOT 570 xBaO. 16 oz3o �' _ _ i � � INSTAL� PEL1 M852.0 �� ..._. �� LlRI --�� -----_�_ TOC » m SiA. 30+05.00(R) a> �� _ - N ..._. . � � .,� � � . � ;.. _ - _ _ � ' - ni n TOP=836. 19 » � L � - , .- o� ' �� PROP 15" PCP(FiI p� �-' - ----- �� 1.40% �� INV. IN/OUT=B33.29�T � ��.�� TOMC�LT � , _ _ _ _ .- o � � � � _ 7a.92 LF @ 0.50% o o EX15T. GR UND UNE ��P. TOC � T � _ -1pC R � � � � � _ � - - _ _ - 0 - � �m -QFl(�a�.---9 rU2f� 4m __ -__ --- ----ROP. _ H��i� _ � - P aro PROP CI a0210 ..-.. " - STA 22t99.73(LI -- __ �GL(RI - J-" �- - -_ � � COG ST p402 ' - � � � � . " ... INV =834.62 Nlr _-_ R�` � � ___- _=-HGL(l) ��__` -_-- _ 1 2'75 _� % ji OP 15 �.,.. -- w HGL (R _ _ _ N TA. 22+4 .00 IRI '-. _ --- F w 41 . 00 LF @ 0. 5% ' � _ HGL lpl__ - - 3 P28, LF ~ _ w -�- . _ _ -� � % I . __ I'' . a W INV.50 00 LF �@ 2. ]2% g ��, ( ) 1. 4g%_ � � � ' - i.- w - " � -' , - . _ _ J PROP. 75 RCP(L - �� Ny'LW1" @ 0.75% _-- - � '. PROP. ]5- RCP RI EXIS 16" �'/y� -� f- � - �- � - - -- - LF @ 0.83% PROP. ]5" RCP ( ) - �.�'�C � HGL (L I - - � � H�`�p � ' � - - - � �- �� - -.. . - - - - - I -� - - ROP. t " RCP (R) % P.I. TAL AGA LN. L . � - ~ � / � 95.72 LF @ 1.47% � � - PROP. 75' RCP (Ll - - . . � -� - i . -- „5- ACP (R) \ ; o � �� --_ 50.00 LF @ 2. f 2% . � WATER VALyE DIGOUT . � f72. a . PROP. 16" WL STA. 8+33.31 PROP. 15" R � . . ._,_ :. _ --� PROP. 24" RCP L 16' WL (W2) B" WL DIGOUT (W3 PROP CI N0219 47.88 LF @ 2 11% 1 2 GL � m . . - 23.90 LF @ 3.00% „ TOP 834.3Z TOP 833.9� a��9 I DI OUT G5 � � � . 830 COG STO M402 PRO . 15" RCP (LI .. + 30 � � a TOP 83 .6 � 1322' �L7. � 34.58' �LT. a. ` L . . T� 8' RCPIR STA. 37+85.43 m> STA. 22+94.22 TOP B3B.03 PR P. 15" RCP LI S$ I 55 P OP. 16" W ]00.74 LF 8.20' RT � o = 17.17' RT. INV. IN (0218)=834.63 70.62 LF @ 0.53% EX�ST� g PROP. 18" RCP L) @ 2.61% a � �� GAS VALV� DIGOUT IN . IN (0220)/OUT=B33.B2 E%. 15" RC fa� � w �� O . - ��. 2� GL G3 P OP. 15" RCP R q" GL DIGOUT (G4� 30.74 LF @ 3. 9% 96.79 LF @ 1.2 % PROP. CI 90233 oZ} � - SEE SHEET C- 2 FOR SULLIVAN' S LAKE DR. PROFIL roP ea�.s� 4.o L 0. 3% TOP 83�9 EX. 1S RCPIR) pROp �I k�zzy COG STO 6d02 •• '" . STA. 24+89J3 � S. 27+68.29 78.65 F@ 0.45% CO Si� aa 2 ozzs Sin. 31+a9. 77 (a �. p . ' 31.87' RT. PVI STA. 2+00.00 TOP=839.87 � SEE SHEET C- 3 FOR WAYNOKA DR. PROFILE 26.50� RT. PROP 75" RCP(R STA. 30+05.00ILI INV. IN=836.47 -� APP OX LOCATION �� PVI ELEV. 838.80 13.96 LF @ 0.50% TOP=835.75 . INV. OUT=834.Ofi o�, -'i SEE SHEET C- 8 FOR TALMAGA LN. PROFILE Exi T. 4" PLASTIC LC = 120.00 PRO . 18" RCP(P) INV. IN/OUT=830.53 ni o � � GA LINE � K= 155 42.9 LF @ 0.50% PROP. ]8" RCP L 2�3.16 LFC@'0'.60% • - SEE SHEET C- 3 FOR TERRAULT � . PROFILE �� HjGH PT, STA.2 +40.00 �� P OP�. ]8" RCP L �� 32.20 LF @ 4.01% ��: U � ' � � HIGH PT. ELEV. 839.17 a.29 LF @ 1.25% PROP. CI X0231 �� o �. . �. �. . . ouSPROP. OUTIET q0223 COG STO x402 O��t Z . �. �. . . . . . : . . . . . . . . . . . . . . . . . STA. .31+10.00 L) . . . . PROP. ]5" RCP(R STA. 31+10.00IL � a . '. - � � � � � 9.57 LF @ 3.47% INV.=828.00 70P=837.39 o w �. ... '. �� . �Q_ . . � �. �. . . � � INV. IN/OUT=B29.29 � N 0 0 21+00 22+00 23+00 24+00 2 27 28 29 32 �� REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS d08 N0. P-Oa9a5 CITY OF GREENSBORO .sm o N ROADWAY 2010-010 03 15 11 ��Q HDR Enginccring, I�c. of [hc Carolinas �� DESIGNED 12 02 13 BY HDR E N G I N E E R I N G D I VI S I ON �o� aaoso��ncnu«ns«ze�,s��ei000 sewER coHsr. suRver ar HORSE PEN CREEK RD. IMPROVEMENTS s�eer Ho. co�k Charlotte, NC 28202 �N WATER � � CHECKEO Bv NEW GARDEN ROAD TO a50' WEST 3� : N.C.D.GL.S. License Number: P-0166 SIDEWALK 2010-010 03/15/11 SCALE:I'=a0' HOR¢ 1'=4' VERT OF BATTLEGROUND AVENUE US 220 ��F � O CONTRACT SHEET \ \ :'' DUKE vOwER POIE Si� 0115 � OW3E9F GPO LBE3 53 �35W - QF puKE POwEa vOLE 4i Si<. 38+18.t6 BS.B9 LT nLLENE W. h'UNTER � Si<. 35r0i.19 a3.9i Li \ IPF � 3�.35 Li �\a �Zsµ, 2�55 HORSE PEN CREEK ROAp 165W PARCELp 00]6328 \ 115W JIMMV WILLARD WILSON antl w�ife, \ DB 3a96 PG 1216 I MIDCAROLINA BANH SENSITIVE INFORMATION �' \ ALICE FLYNN WILSON PB 85 PG 51 2�5] HORSE PEN CREEK ROAD \ `� �^ ZACHARY S. BECKNER antl wlfe, LOl' 1 PARCELp 00]6312 • �+\� 2]53 HORSE PEN CREEK ROAD I KRisne � eecKNca \ oa �nao ac z�os Ot LO be COpi2d O� PARCELp 00]6}�5 105W o�� 2�51 HORSE PEN CREEK ROAD DB 6252 PG 5a \ L- I,, PB 85 PC 51 i distributed N/I�f1�Ut the N - ,. " R 1 LOT 2 o PARCELp 00]631a ROMAN CATHOLC DOCESE OF CnARLOTTE DB 5611 PG 952 1960 PG 303 � I _ �-� e%Pie$$ written 95W \ 2�a9 HORSE PEN CREEK ROAO \ OB 196� PG 29� \ � - � � Pnece�s oo�ea�a y 1551N ,�-, permission of the City SV INVESTMENTS. LLC DB 3610 PG 2091 ____ � --------- .- -- -' � _ � :6ENNY W. GARNER ontl wfe 2]45 NORSE PEN CREEK ROAD OB 1960 PG 297 � � ,\ - ,; MELISSA B. GFRNER �' � Greens PARCELp 0081294 \ �� I � _ -- �� 59 HORSE PEN CREEK ROAp N u bor of o DB �542 PG 575 � \ �-BKo � �.. ...• Y C9 �_� � PqRCELX 00]6316 � t�� SI __ '�� ` � FEMOVE 8 XALL i0 CONSLRUCiION � �� Im 2 OB 3]69 PG 1894 � P`� J��rY PR�q� ___ '� O R I V E X n v, R E i A I N V O q i 1 0 D B 4 fi 3 0 P G 1 8 3 1 h i \ � \ \ c9 .. 5t - BEVONO.- . � _ \ \ � � � o � yO - l0T 3 �p � PB 85 PG I m Q �� _ _ -- , � z50K� \ � iO�iH��5I0EY(4L 9 + 1 � w l$ � � '. \ BW �,., .,....._ ' � '.'' '_';;._ ._. � PROP 16�EMATERLI I� E �� EU � l � \ _ - _ .1 � � _ $ ,' \ '�+: ��.., NE �V � � E L 1� CITY 0 �\REENSBORO � �,�t ,- . n \ E' - � � ry3 NORSE PE CREEK ROAD ,. � . a E � o _ � ��' AROEL 0081288 ' ^ / .. , . P�/ ,L F oB �aG __ __ � � � 9N ; 2tl 4��- C E C� - S � t� � ,, $ �� m � � y \_ PRaP. ]5' PERMANENT -E C . � (V � m - . � ORAINAGE EASEMENT �� E P \ a - �� : � C 5"15'45'29"E � \ : � PROP. F�M - � - - _ � O} GIM1YCOf0 U y v , '� � 15" �, OSI) 5963 t5� RCP A . _� CMY �� ' ExISTING 16" m .. :.-+ �.'� '\ 9 '� RCP I E� tS�]3' . I P F " � � LOCCJIM 1MORTIOIIOII�R�QYM1� � � \� OfP WATERLINE �'�i ��-_ \ m � ... m Y ... -. . �E:., \-_ 03�3 E -� - Sr5a51 _ _ � W - `�_ ` COG Water Reswrces OeDI. _313-2033 '� 2 � p REMOVE EXY 11" RCP `.. - O � � \ `� \ ��..� �' � � _ - � ��. E��E r - F � - r,,� - �� W e � � COG/Gu�lfora Co9niele[om _313-2084 '" + �. .:'.:.. �_ F �� ... � . Q E E-�E- E F � < . ,.. � ... W W ..- - • COG Wa(er Su001Y -313-5855 O. . �. � : _,E�/� . � :.. C � �E.� � - � _ --.- - - :: W � y� `� � W - IP _ . �- Q Tanks/Treatment Planfs 'b' 0 \ \..: � ..�, ' ..� � ._` ./� :.:. ..' '�'' '...�� . �W- 40+ O� UNOERDRAI .�2_34 O ^ 3 0 _. . � � __ __ - - GO�i Starm Wa(er _313-2569 � 4:_.. � �Ie� �PF REMO � � .. ., � -� . .:: .._ ._- .__- _ - - � . - _ _ _ _ .. 03f . .. y � W W n/ � ^ -'=-�.:. ' � P - _ REMOVE EX. �15" RC �' - " 5�5'3fi 59'E , ' - - � --- - _ - _ REM6VE EX 12' RCP . :.-. ,. 09 a � � - -.'T _... _-_ - .. - . __ ___ � .. T " .. _ . .q +00 y''" _ a00 „ M ro .. _ _,. . . - - 3 t1 42 W _- ,-._ . -- c PF� �' _ �v�s o . a - -,,;,� . .. " - - - - � .. _ _,_ ,.. _ _ _ .. . _�gat10__ - _ � � _ _ . _ .. � .. _ ' �� .. rOb N 7- � . _ _ .: T .--'- �� ',"a � _ _-I ,y=, -r__� . �RF,J.g6vE Ex 1 " l zn os 0 aa i Z .. ----- 7+OR--- , ES N �}84.. ? 3p oo __ Gen Pe mit � ` ; - 35+00 36+0 - r - `yORSE PEN CRE6K ROAll _ oss � s�s3e's9 � / _ � _�c � ...,:' - __ N " - 12 � E ��PPO4 PON U �-. .� _ _ .. � � S _ . . . __.00 o:� � , �.., ..... _ _ - ,Q BELL REiaNNG a .:.., �., .:'.: ... ____ . _ . _: . _ V � ..�� __ �� .m 0310 S� � 289.2fi H -� - . ....: _��_�_� ,., a� � E � ...-_ _ . _ . , . . �:: I.: rt _ __ __ _ _ _ _ _ � . 0 031 i ... -^� � e _ . _ _ _ _ _ � � _. � _ E��qa )5 � 1 n �-�:s a .Z�:o.`oo,c. � � "- -- � l � - ` _ _ ....r. . �''A �.: x _ _ ... s 4:�:�.�. � ..-;'- .,.�., . . .� �- E � �� \� � S� �REMOVE ES \� ....:'..- .,_.: �� C ' _ .� - _ _.._. :'.:. :.. �..:PPOF' W __�._ __ r .E/E�F�� ... �, R iA I A� ENO HEiAiNiNG WALL 1'_� N SOOd kT ? - P ..:e DI ^� �\E ....C:. .....:. ,._-; .. ��...' ..a5 .._ _ "" 03i1 Il�,rl I 4... FENCEASTAT 39�00.00 > ANp SAfETY fENCE µ N � O� VE ,� DI S TU R B E D A R E A m `/ j_..s E% 12 RCP / �E � C . - - ��' � TYP. �.,... - � � . �..�. .. I I � .� 3 r .00 CA _..- TA CD ..o _� a(r 5� �0+10.00 P OP. PEflMANEiR � E N � I� �t; ".. � \ � I � 46.6 Acres � 6" PVC UNDERDRAIN �. REM - � � ',.,.� E F PROP. AOw FENCE I IN� .I 4 DRAINAGEREASEMENT 5..... `F-RL � 50�3' RT .. � I .� . 9 91NECAL � ��. .. / F E PROPOSED SAFETY �q .. '� RET4ININ6 WPLI ERSEMENT �I F - n� � s� O ove Ex. a• rc � - I I p J `° `I oo Hor \ �� ( ) r _ - � 2 REMQVf f ' y. 'S 4 �5 pppP ETPINING XPIL �� . . C 0' E��E _'�E� � I _ l m SC<P[NG � , `'.� y' � � �` � �E � F i a3�a I _ - I�.N GIS DISCLAIMER �� '� � 2�46 HORSEKPENLCREEK ROAD = � F� ��- k FLAREO EN� SECTION�� O FENCESEO SnFETv `� fi I NOiE. � � HORSE -PEN CREEK ROAD - BEGIN 5<FEiv E-E ',� �� 93NE m N ppEAENCOUNiEREOTExI5i1NGE5EPiIC Ob� Cl5 O� lhig TO ShOW� _ � PARCELp 00812]4 � � FENCE STA. 35•15.00 I O o LORRAINE P. VAUGHN ontl spause , I 9� ISvSTEH IS i0 BE nBnN00NE0. � p DB 4216 PG iozo �� PI = 32+01 .87 N\ �6 GRnU 350 0316� 9.25�W % B�L X]" iHK Wi(h o dotted ifnesf e were � PB 59 PG 108 % 92NE L J CLA55 '8' RIP RFP �EMUEL VAUGHN � IOXELLING IS CURPENLLr CONNECLEU � DELTA = 72° 42' t 8.43" 1 LT 1 m�� a .esT 2 TONs ' HpRSE PEN CREEK ROA� n�- TO PUB�iC SEWEP. n0� surve tl. the were " . \ �'�. �� m'� --.��T. � 7= �- q7q, 7j i.. �n JENNiFER N. COX m I w � 2]54 HORSE PEN CREEK ROnO I 94NE re Y � � .� 7 SY FlIiER FABRIC PARCELp 00]632] , P � = 42+52. 74 1'u' � compiletl by photogrommetric � \ _ 2]50 HORSE PEN CREEK ROnD JACK ARNOLO JONES, JR. ' � \ R 645.00 �\€. �� AQC =�� \'a` �� PARCELq 00]6326 E E E E� ��. �TREAM 2-EPHE�'/�ERQ� -'�-_ ' DB 5834 PG 2583 . � �ELTA = 13° 17� 47.92�� (LT) i�p � I �OY H. CULCLASURE TClhOdS, OVOilObl2 On lh2 '�` " n 2�60 h'ORSE PEN CREEK ROAD GCO IO hiG InfO�TOliO� �\ Z\.-�. 90NE� 818.47� o�Go\� � DB �463 PG 845 T- ( j�j� B�fFFERs ) . .-06 1960_PG302 T= 116.56� n � 9 P ' �i \ � � . , . CH 8o SZ 764.65, �=?? ��...,. Iz -..._ = I y� , .,,,. OAVID R. HASTINGS � �\ � y�� DUKE POWER POLE 5< �H = 5� 43, 2�6•00, I m DBA4266ap0043J29 $y512T �(�il$� SO(IWOfE USEd � iERRI L. Hn5TNG5 . $E - � 3.07 \y DIIKE POWEA POLE 48 DIIKE POMEA POLE <9 DIIKE PONEA POLE 50 PROR.'��TEMPORARY I . ST1. <0+9].38 = 0� I D by the Gty of Greensboro. ^ m � �B 1960 PG 321 ntl w te. __ 1.000 48 m I OB 46]4 PG 982 3301 iERRAULT DRIVE �� CONSTRUCTION EA$E'`^°NT PB 5] PG 54 � DWE POWER POLE <6 �PARCELN 0081984 FOR SKIMMER BAS1RI,,, pUxE POWEP PO�E 52 ARC Z3Z•SS� m � �pT 2 ,:. ` , .. �" STa. 33+q0.3B e8 502] PG 13at � �? � Sia. 35*32.53 Sin. 35+59.T9 Sin. 3it02.t9 SEE EC PlANS ml�. STs. 38�9t.t8 i.53 RT $E NC � � I DUKE POWEIi POLE 55 60.ti qi PB 03 PG 21 . � 29.80 IiT 2i.)8 lii 23.49 Fi m i5.t3 Ri . STA9.90 qT•08 � I � - - _ _ - ,--- ,- - - - � � - - .__ -- _ - -- { _ --- _ _ _ , I - _-- I - _ _: : ,_ . -;: = _ _ _ _ , , , � ; _ - : -: . , .. , .... : . . �. � 2 7 � � / � ... .. .... . . . I : .... . . . .... �. . . . ... �. . . �. . . . �. '�. ' . �. . ��. ��. : . - -- - 1 ,- 850 6 850 830 83Q _ oSio PROP. CI M0310 � - - - ' LOG ST p402 . � . �. ��. � � � iA. 35i3 .50IR) � PROP. CI 80311 o3ii . . . . . . . . . . . . . . PROP. CI 0317 � �� - - - � TOP= 44.80 COG TO Mt02 - OG 5T F 02 p31� INV. OUT= 41.40 STA. 35t]0.00(F - . �. � - '- � TOP= 44.66 . . . . . � STA. 41+2 .00(L � �. ...- - ''� �. INV. IN/OUT=841.12 ... �. _ � , i0P=820.4 .... . ` �. - - �. . . - _ _ _ _ _ _ _ - _ o3�z PROP. LI e0312 �. . . _ . . -- . � ^ INV. IN/0 T=B17.07 . _ . . A= �_- OG 5 0 N402 �%' - TOC _� ___- - -__ �� TA. 3Ba00.001R) Pqp GI p0373 -- EXIST.J \ � ' PPOP�-_ __- -_--- - =- __ =_ _- 70P=838.Oa �,,. oai3 - ---_ . - -- � i' �� ---i �� -_ � � INV. IN/OUT=834.64 OG ST� R 410 W/ - . __ GROUND � I- _ ___ _ _ �. � �� -�_ �� <�` . . COG S70 aa06 . . -. � .-,.. LINE PRO . TOMC L7 T� _ � �� STa 38+50.00(LI . �\� `-� - - . . . '��' � L �� PROP TOMC LT HGL(R) \ �� p � TOP 836.00 � � - : � � �� - � � ' OP '(0 � _ � � � a \ Rpp INV OUT=833.6] � \ - - ' � _-__� � I PR � p - p�� n. � � �:_-_.O`nl i � � . .- - '- � � � � ' � � � \ PIi�P � ��\C\ T/ PRO . C I p0314 03ia � � ..D20 \ \ POMC RT � 8� i � � � � � - �� - . . � i PRO TOML-� � - _ - - - - _ _ _ � __ \ � ��'R \ � � �C C T/qT � � � TOP 836+00. 00 IL yC � \ n�\ � \ - _ � � � � � � " �' � - - N �OC p H�� [NV IN/OUT=832.60 <�� \ � -- . �-�- . �y,\SZ. -'-� . . . PROP. ]5" RCPIRI O/Y 2 � . _ . �� ... E ,6 � . aa.3 LF @ 0.65% .. \��/ \Fa/\TOQPO C5 @RC R �\� PRO CI e0315 o3i5 � . . - � / \\ \\ �� -- - I - � F , - J . ;_ ..._ ... � � � \ COG STO 9402 0 �. . \ � - - ,. \\ P� 2 2� �� \ STA 38t50.001R O �. pq\ � � .,-' . . . . � AS\�C ` � � TOP 836.00 . �� . - . . OiJ � . . - - � _��.�_� � ' ��. - 4" GL DIG UT (G6.. .� �� A ' �� INV IN=832.60 -- � -- -- _ - .. TO 839.9� ....,�� +oo _ � \ PROP. I �� ` � � � . . . STA. 3 +63 80 . � �F � � \ � Oui=826.00 . � I' �_ . _� J . . � p� GRADE � - -- - _ - --,�� . , . 1 7Z' RT. �� Ng(�q ��-> �-> � �'.- \ \9T � \ LINE . i . . . . , . . ' ... Fr ��PR . ]5 RC (R1 ! <\_.-�� aw . � ' � PVI S7A. 3 +15.00 ��. i .� 5 .60 `6�. 7% � �� _ » . . . .. p � \ � \ � - _ . PVI ELEV. 851.54 '� ' ` ��=` �� . . ��S A N�<�� . . . . . . . LC = 750.00 . = ` . �\\ �`\ . . . . 278POO�LF @C5.59% 5��q�q\\ �\\ . . :.. . � -- 830 K 85 � � � -, � � � 830 \ - -'- - a _ 810 810 � �. HIGH PT. ELEV. 844.47 PPOP. ]5 R P(L) ��\ \�\ � $\ � � � �� EXIST. GROUND � �, "R \ . �. . . �. . . f0.04 LF @ 1 .00% � � � ��NE \ APPROX. LOCATION Op �\ � � � �� E%IST. 4" PL.4STIC ' � \ �, �. , ' � a \ �� \ �� GAS LINE 6„ � .. �" . . Pq�p C� �� a�'� GR�DE . . . � � - o L - -- -� 52 54 lF @�P 90% PROP. MH Y 318 �6• ��e 0 \ LINE - \\� - o}t5 �'%2 0 �\� � ,M ,M o' C - . . . -- .. ��. I I� PR�P. 15- HD E(Rl S�TA.S38t50 OOfR \\\�� . . : 41Tw . 4ZN! . . . . . 43�'OO � � � -- �� - 16.29 LF @ .00% TOP=814 94 \�� ; . � � ' � . � I �� I . INV. IN=B] 34 � �. . ' . ��_ . o .. . . . .. . INV. OUT=8 7.28 _ I .. .. . . T Z . . . . . , : . . . . . . : . . . . . . SROP.38+SOE00(R)�so3ie . . .�. . ' . . . . . . .. I . . . I ' . ow ,. . . . . .. . . .. . �.. .. .. .. .. .. .. . .. .. . . I NV . =806. 79 , I � I ) , I I . �. . I I . I �. �. �. �. � � 0 0 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 �� REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB N0. P-Oa9a5 CITY OF GREENSBORO .sm o N ROADWAY 2010-010 03 15 11 - 3 ��Q HDR Enginccring, I�c. of thc Carolinas �� DESIGNED 12 02 13 BY HDR E N G I N E E R I N G D I VI S I ON �-� aaoso��ncnu«ns«ze�,s��ei000 sewER coHsr. suever ar HORSE PEN CREEK RD. IMPROVEMENTS s�eer Ho. c��k Charlotte, NC 28202 �N WATER � � CHECKEO Bv NEW GARDEN ROAD TO a50' WEST 3� : N.C.D.GL.S. License Number: P-0166 SIDEWALK 2010-010 03/15/11 SCALE:I'=a0' HOR¢ 1'=4' VERT OF BATTLEGROUND AVENUE US 220 ��F � � HORSE PEN� CREEK ROAD n��ENE w. NUNTEa �' RELOCATION OG STREAM - 185W i95W I STREAM 3-INTERMI TTENT /m� �� - ' SEE �ETFIL A � O Ulll(E POMEP GOtE 60 O �UI(E POWEP POLE 63 CONTRACT SHEET - �E�TA = 12.°QZ 58.99 If2T) 2�6� HORSE PEN CREEN ROAD 1]SW "� Si<. 50+80.63 PORiRAIT HOMES-MCALISiER PLACE LLC STA. 53*8C.i8 15SW ' � P� = 45+Qj.(8 � P/+RCELry 00]6310 �w '� � -. �;� F STREAM 4-INTERMI TTENT TN�Y HONG-THI NGUYEN 40.09 �i - \ 2]85 Ri HORSE PEN CREEK ROAD 28.8t Li - O� � � ( BUFFERSI i�� I I I' �; ( BUfFERS ) -.w-rNur rHi NcureN ouKe POqEF POLE sa z "^RCE� ssa�ai* oaive eeNNv w. cneNEa o�a��wae � oe aoa3 ae i3a / ENO BRIOGE � q om�»5 T �� 43 � DB 4630 PG '833 BEGIN BRIOGE /N � K ��t $TA 48+98.23 2��5 HORSE PEN CREEK ROAD 5i0 B�jq g� DB 6004 PG 1209 qE�NSiALL G<iE MELISSA B GARNER R= -�.�0�.�0� Et E E � $T%1. 4�+,3e.2,3 � V'-� BEGIN FUepOFAIL �� PARCELa OOJ6310 <9.89 ti (l PB 155 PG 128 2�59 DBR 69EN eR�K eono m��m � ARC = -221 .94' � ..e � _� - �� L I w 1.' • � ' �� HORSE PEN CREEK ROAD ❑nace�a omsaie � _ '. 5° 43' 46.48' / G m r �c iY F �� oe aeao ac ie a ~ _ /�UN ER � E E _ / m/` E I; � ^ s a APPROACH SLAB �' �= se.,,.,, � SENSITIVE INFORMATION PB 85 PG 51 , � N 2�i63 ORSE PEN CREEK R AD � \ y; ;� .; '� p E � $TAz.. �' � � OIP p DN,TA = 68° 27' 27.09" ( RT 1 � �,I y. y 4 PG 1894 I N I BEG N GU<POPAIL � N{, PARCEL 00]6330 + END SAFETY E E,�/_ �, �� - ENO E. O� T= $44.27� 'v�` `� be copied �� , E . F -- � a9.2 23 �B 63� PG 1831 �H � 221 4$� 165W ��% � V $TA 49 97 J WATER L '^ SE - NC E n��ENE BEG N APPROACH SLAB ' � H � 49+22. 23 ----� �or a N, g � � dis he � � i �� . na. . / R� i��a a�' s�i �- � v FEWCE STA. STA. 47+�4._23�y--_---r_r \ ' z�, E s;s"s.s5o 0 0"a� _ � � �>;-, - y -� l� e � ; so a3 o BH ;�W z ne 959•85' t ebUf@SS written t . � y m PPOP De 46 o Pc 1 33 .. N �' -,--PT 47i70.19 \ �� / , � � ENo G aoa�IL.: v, '� � \ � .�BEGINSAFEiv 4 1 IP aa0a05E05aFEiv - ....� �40.9 E y 7° 09� 43.10�� P 5 (� at.80' c$o°� . CH 900.00' t1 � a r„Eq /� E E; - -\ ermission of the Cit (�1 �� ' � FENCE Si4. f Q MATEGLINE FENCE ^ 8' 1 ,�� ,/ ��.�� B:1 TAPEF '----� r of Greensboro. Y ... D ` ' na. 0�0 - - - 22).JO � On 6. � ' � - F GRnu 35 �� O' m� SE RC M . I �� --- - - ° z`' nf 90 O �� / PROPOSEO \ REAIOVE +t9.29 �503 09 E aZo T��E IIt � \ / � v BEGIN ]35 IANE.SHIFT � � -:' � ��'�. � � 6�. 26 a GUPROPPIL - - - - _ _ . R X IL 0 SSFE f (.,) .••E � E�6 ; 93�9�] ROF , . .....,.�.� .,. . . . . -.: �' �' �. �..'�. . ..,.. i---L �PFO -_'-_____ __ � PavO SnFEiv ...]5' LT EGI FENCESE pF A.y15" RC t\��Y' "w P 0� U RORA F .' Tv ' 1 - A - �5 2 �� PEN[ESEO\ F -.. ' . � .-33.75' RT BENCN 51FEiv E � ��V� PROfQi 5]5'03'09.,E , ' -' . �:'��_�� C�f, I� /� V .. . a F / F P I- - W -1� W H��iJL ( EN l.R��:/� R��fiD . . _ - - -- � Ck33 \E.-PDX ]6 OIP 52r]5.00 f_ � ♦ f () �ri0 w 949 _ t ' � W4TERLINE � at ; .-....,.: W�� ' .2 ) ntiENUTivR ; � - ��:. W R 0 E ...55 E E F \ eN�� ¢ o �-� . a.. � ... ' � - W 0010 � 1 - RCP 3Q"W W iYPE 350 � � - �:" � . �- � E ' . \ ~ 3� W y �n N �. -� � - w �-' � 4 � iAG � ' _ ., ivP . _ OOI6 ' OC2 � �' � � .. � � AOEWAIK .:. _ _ � _ � . w �Z + . . -.- oo �'- �� 7 n , N86°-29 W ae e� � . - � _. � v 33 a5' 46�00 B t Ili -- _� W I� RCP W� W .... ': ::�'. - . 2' - -_-.- al1 . ivPE II N W�� W.. n �v.. .� -�:.�- m �'� -- :�- - 6" ��P- 4 i�� _. .`�.� ...'. ! T PEqill 41iENUa a- �.p6.91' '_ Q,cQi 5]5 ,�'09 E _- W W M W 53 Srv7FT'- W � CQiI'ALTQ7B-C1JiQi7&t G _ NREMOVE . .T _ _ _ _ . : ,. ^ � K � ^.R P m . UNOERDRAiN �. _ - ,p I _ . � �iva.. - - . �, Oa]0., ' � +00� . -.. x �� Ii00-�2-1919 6" PVC p � -- , _ _ _ -- - - 4.0� - . � _ " _. � -. • n.on. .. _ 9 '- "`"_ _ _ _ eN�- ., __ _ - �ca -� � � 4 - 6 Dt O -- � ...200 SillPPGE �� (TWiCAI) � ' - - - -- _ o • ..____ _ ' _.a a � E D _ _ _ • -�^"' �- -. _ _ . " � B. 1 inaEa RA - _ tN �� _ ' Oe13 � )-: )9 - _ .... ..� -�. _ _ _ a0.9B 042a � _ _ - _- LOCCJIM 11MORTIOIIOII M '� : �..-" - .�- - iY�PE Iti _ _ _ � �_ .. � ^rc V/�... � _ _ �"p. 200' HnGE � 9 � (Lj�j _ � )00 � � �OO . f00- GIM1YbOfOURdNOfOYRC p, ' �. N.- .... _. _ .' V ...iz.as � io73' 46'_37" 5 �s^aec��. _ } � x .-.. �..... PROP. GUPROPPlI � � ..� pai> a5 25-.�� 0�9 ., _ . � ;--�- d' . -"- . � 'P .0 0.0% � PEQp� O CO�aa?ter Reswrces OeDI. 313-2033 5 " aCc p <2.00 '^ N 7c- M 0�15 . : '{J --¢�.,- � --� � -..y, - . .. � ��Oa32 Oa.Ifi - �e� J6.06 - 0� GOOiWTra�fi[ Si9na] 3�3-2606 Q. .'.-�:. ' . O�v W-EW a�fiB �• � ..._ / �� ... I�� SnFE1rGF��RpFAil:6 PROPOSED� 3 '�.. � .0 _ Zi RP 135' LnNESniFi' �M12" CF'. O COG/Gu�lforaCo. iele[om_313-2084 . . ..:. . . . . �� - � �- W " " -- . . ,.Sia, b9.2 . AR RAIL �� N ^ _ _ - - P COTanks/Trea�ment Planfs -313-5855 pa3a � � :- .. n Oa29 ^ C i S. 3'a !.0% � ,_�. i. `y o �-- . ., ` .�� MR � . a ' �.' • .� . ._. C.��.. . �. .'. . _ N GO�i Starm Wa(er _313-2569 ` m .. E ;.,� -. a0PO5E0 �•, . ..._ . , � . . � Stl� W �- .�n� a- 9 z l`� END REinNIN ` -� {� SdFETY FENCE xN� � � F � . �� 69.42 - � � �'. � ' S6. -- y J3 ��' ETPI 8° . . � _ . - - J ' E _BEGN�GUASDRniL IBiC F v ` , -. �. . . ENO SAFETT q �-�.. .. + � -_-_ .. .41�' 03. 0.5A A '0 "' EX.� - 2.00E P �� . o „ - _ - --_ _9b._ :�= _. _ W U �OJ75'31�" R w.��''- �\N)5'0 � F ms %LARED ENO SECTiON 9• � I b N 59Q09 W_ .�,-�--N� p].�'e W_ _a '�. � n9+81 £9. _ �_.`n a] �� 16 : 0% � / � S� R P3 6 � - . T � N]5'al'3H b, �� ' „�... Z F- ... P4i0P. PEi<INING WALL ��- � EMOVE EX. �.�.. � - REMO J C n ��N �. - � � REMOVE E _ � ' � r:, ".., .....RWM � EX 30"RCF�/, 5�.� : .w '. Z . 6 _ . �-.= � .. 23 Pj6 J NPDES R , �, /� 4.8� 35 E% CB I Oa31 �'� � - _ � Y2.o% �l l W 309 W - _ . E Y� C OfO. E�� Q 2.19' WiiX SAFETY FENCE W% tO�L % 10� THN. 0018 '"--� ' �- B CULVERT . P' 01 AFTE mfi 3...a ��S16tiJ l EX[$T.. 8 OIP �WAT IN� �� -�.p.G. SiO. N0. af6-9 F 45PHALT ORIVE . �2 E�$LA$$'B�RIPRAP OE� _ .- E ❑-� � � I 0113 Ca,.=�'.+0 IVE I�m .� 1�:� � General Permit I � E 6L' �� . 18 � 1]+0 � Mar ol3�uas. � COnfHEAC[nt oa[vewnr f- - 4 ..�. � ., W TH�I�INE � � � 3p' ' � � � ENiRaNCE SIGN I I E x� � PFOP. PERHSNENi P1 - 42�52 74 to Y FILTER fABRIC DRAINAfiE EASEMENT BEGIN 1fi � I� ' � b' y RCa I EST. 3 TONS . m E 3 CASING �FLARE� � � - . .f�� A � 1�1 17° 49' -03 E �N .� � �:� a3 E E � �� RE*A1 ING X1LL EASENENi HORSE PEN CREEK ROAD E PROP 15 PERMANENT '� - ... � A I I�S � DEL?A 73° 17� 47.92�� (LT1 � WAiEPLINE WIiHIN� � ' �K.� �� ENPSECTION � / oa35 R� 2.0% 2ok '� � 98NE�� f ' . o l PHOP. Pow PROP TEMPOAARY EASEMENT 30" LASING tl ppOP TfMP pRY EASEMENT / �� ' T= 716.56' e�N[ r '� � FOR SKIMMER BASIN � I�'- FOR SKjMME HASIN. I \/ 5'030 2� � T OUAKER RUN ASSOC HTION �� i� ✓{ .:� 99NE Q � R= 7. 0 0 0. 0 0� S E E E C P L d N S EXIST 1B �. 50 � -' -�� 2�] 8_ OP E N n OR S E;P E N Cft E E N ,�p�A 6 ' r- - SANITARY SEXER INSIOE �, � I, ^ SEE EL'=PLAI�6 �- CiTr 0� GREENSBORO �' ry'( 1 p } -_ , ^ r' K�� I :'��i y I K N I G H i S C � U B, I N C ., ., D I S T U R B E D A R E A v�N ARC = 232.07� 54" STEEL TUNNEL LINER ' � . k Y 2�66 OPEN HORSE PEN Oi]I� �. �OB � m COry�qE� PARC{E�p_�0096952 < 2�80 NORSE PEN CREEN ROAD�U $° 43' 46.48' R I"�� ;� � 1Q:5�W % 16L %;14" THI� � CREEK ROAD �;00 E�pt�E D6 3]44 PG 880 � � m� PqRCELry 009610J m wla - ----`F�� DELTAOU20R 2N 9.76' (RTI � �� I ��SY55'B�IRIPRf� N j� � - 1� z. I� i 46.6 Acres PARCEL 0096951 : I .-"- . PB 92 PG 92 N pB 2955 PG 884 LL'1 CH - 231.55� � � -0 DB 3]44 PG 880 � - $E = NC :�a---- ° PI = 11+73.14 EST.'8 TO 5 DB 685 PG a52 � -� i-, � m PB J2 PG iJ0 FILiER FAB C PB 92 PG 92 � z� LOT 1 U Y gaNE .� T- 63.96' I � � x k � � � PROPOSEO PRIVAiE �/ . \�..� I , -'I a JACK ARNOLD JONES JR. R= 350.00� �� SIGN EASEMENT , 98NE-A �{�N� CONSTRUCTPON O OUAI� R RUN OAIVE JO H. CULCLASURE DET:tfiIL A ARC = iZ6.SZ� I 'I k IROP PERn ORAINAGE 0 �� GIS DISCLAIMER 2]60 HO RSE PEN C REE K RO AD STREAM� RELOCATION � �;� � gMA I NT E NA N C E A N � ',� � p '�.f' ' t ST :._ 1+50.00 I I � PARCELN 00]fi329 � Not to Scaie� 16° 22� 12.80 m � ;� � '� � �UTILITY EASEMENT (�MUEI h ' �Q�EPH p. �EFi"RES q � �b�CClS On lhig mOp ShOW� + PEARL D. JEFFRIES � � W�Ih o dotted ifnesf e were OB 4266 PG 43] s= D CH = 125.83 � x. � � � e � PT f2+35 %� / Y� � OB a6]4 PG 982 t r i � U � � ; ' - i� / � 3301 OUANER�.RUN DR VE I nOl SurvCyEtl. lhey were PB 5] PG 54 rWnG B 1/F1. � � � 'Yo „ 96NE e ' 4 E�� .. PARC�La 0096881 I I � .� f�ii 95NE � � l. .. LOT 2 '1 D � � S��e NORTH CAROLiNA OEPARTMENT OF iRANSPORTATON � N� �# � O ' DB 3811 PG t2)3 compiletl by photogrommetric ' ^/ I„ n � m33Auce auN n soanr N Pe 92 ac ez ' P. 1. _�JQ 4�. 1g ORSE PEN CREEK ROAD melhods, availoble on tne � B n2 �Ft.t Ff• 2J6a HORSE PEN CREEK ROA� � _��a . �'8 QtIAKER UN DRi E � LOi 1 Geogrophic InfO�TOliO� O C U � b- s F.. aaRCE�q omsa3� �/ � i I, ; anece�p o�sseae i�-, UAKERRLINDR: = 10�j00. 0 QUAKER RUN DRIVE System (Gi5) softwore used , ; I �UKE POWER POLE 56 �� DUrcE POWEH POLE } �,� I ��j OB 3513 P ta]3 ' �.$EE $HEET C-2.i FOR PROFIL.E �.... ' by �he Ci� O� G/CE�SCO/p, OB 4644 PG 100 � � �, FROM STA. 49+00 TO STA. 49+50 PB 5� PG Sa I� z'. � I �.DEDiCnrED v a�n /- � Y - �\ LOi 2 I ~m I � � I I� PB 92 P�92 � , / �/ �/, �, � I DUKE �w6R POLE 6i DUKE POWER POLE 62 `I �" I STA+ 5�Oi.94 SiA. Si+t].12 STA. 3<.83 � SiA. C]t1C.5i �v `e, / I � Sb l3 Pi 59.<B Fi \ � ` \ 38 <1 Ri ... � \ \ 65.39 FT I I ��Sin��a9Ve3 0659 �////- � / �+,( P� r�12+65.26 � � � 58.38 Ni � . -,, .: - �, .:. .;_�. ,,.., .. i ,'� -� _ .,- : . .� ... . . . .= I _ . . . . . . : , , .-'-'_'--' . _ i =_ � CUR E ❑ATA INE BACK CUR E ❑ATA INE AHEA� J I I I I-� � ��' --'- .....'i _. �� - . .., ,- V L V L I ! � �:-� �- I . I. , -� . PVI STA.BK 50t52.93 PVI STA.AH 50+55.00 '� �� - _- ..�:- . _- . � .:- ,. � �` �. : ----- - �. PVI ELEV. 765.26 PVI E�EV. 765.26 � : . . . .. . ' . - -- � -- .. .--- .. �' - - - � �� PROP. CI N0416 . ' . � . . . : . -, . . . . __ � - , . _�. LC = 775.00 LC ' 775.00 . . . �. �. : - . . . -.--', COG STO e403 osis '... ._ K = 65 K = 65 . �. . , . ._ �; ��,- - ! - � � - - PROP. STA. 46+50.00(L � LOW PT. STA. 50+52.93 LOW PT. STA. 50+55.00 � - � ` �� '- �- �- _ '. PROP. CI tl0410 � - -- - ---� � TOMC i0P-789.15 ' � � PROP. GI tl0430 PROP. CI N0434 � . � . � . . -;- COG ST� na02 oam . _ .._ __ __ , LTfRT INV IN/oUi=�e2.37 . : LOW PT. ELEV. 776.89 LOW PT. ELEV. 77fi.89 NWOT STO AB40.76 oa3o COG STO xa02 0a36 '��.- ' STA. 43+]O.00IL '' PROP. .+ 7ROP. CI k0420 � INSTALL PER Y852.0 STA. 51+56.00(R - � � . . . TOP=809. % ��. ��. '.. � �. m 0�Y0 . ST4. 50+95.00(RI TOP=777.38 . Pl70P. GI k0438 - J;T' v� COG STO N403 . r . . . . IN OUT= . oa38 INV. IN/OUT=806.15 � � � - T�� . � � � � TOP=77fi.95 �� IN� � NC�OT 5T0 M040.16 - ' � � LT/RT Si4. 47a00.00(L � � � ' �� TOP=7B6.24 STA. 49+97.93 BK = INV. IN 10433)=772.40 773.18 INSTALL PER M852.0 INV. IN (04381=774.05 STA. 52+01.00(R� - INV. OUT=]82.e.a � � - � � - PROP GI a0431 - - _ . � PROP-. LI K0411 oa�� ..... � . -� �� Pr . - - �. � STA. 50+00.00 AH . INV. OUT=77f.65 oa3� i0P=7B0.02 � ' _I � ' P.I. OUAKER RUN DR. COG Si0 M 410 W/ - COG T� YG02 � ' -�� \ �� PROP. CI MOdf9 c INV. IN/OUT=777.92 SiA.-G3+60.00(L �. . ' � �� 0619 r COG 5T0 M406 -�' ., 810 � PROP. . � 810 - 'I�Q .. \� �> � COG TO a4 3 � _ � �. S7A. 50+40.19 �� STA. 52+14.00 (R) � 7 � � � GRADE TOP=006.55 '-- - � a w � � �STA. 47*00.00(R � : PROP CI N0426 � � � PROP. CI e0439 �-�� - PPOP. GI a0412 ' � � Oaz6 TOP-78a.00 Oa39 . � - . � LINE INV..IN/OUT=803.15 osiZ. . ^� > TOP=786.24 . COG STD X402 PROP. CI X0428 CO STD �402 . _ \ NC00T STD R840.16 \ W a2 INV. IN=J81.75 STA. 53+03.dd _ . . � . . _ __ INV. OUT-782.84 . - . TA. 49+94.00(L) COG STO X403� (� -_ - . INSTALL PER M852.0 . . � 55.00(L INV. DUT=779.2a . TOP=776.86 STA. 50t PRQP. �1 M0433 TOP=782.18 - � � �� STA. 4a.25.00(Ll �� INV. OUT=773.46 TOP=776.59 COG STO p402 043� PROP. CI X0437 INV. IN/OUT=778.78 / - � �OP=B02.B8 �� BEGIN APPROACH SLAB _ �� STA. 57+20.00(L COG Sro Rdo2 °a3 � -, �. . \ �. . . - . \ INV. IN/OUT=773.17 � �� - - - � � � INv. OUT=799.98 � � _ �� , � � STA. 47+14.23 - PROP. CI M0424 i0P=776.92 STA. 52+2�.oafFl PROP. TOMC RT � . . ' � � � :. PP�P. 15.. aa�a COG Si0 p403 INV. IN=772.84 TOP=786.92 �/ /�' - tiG \ \��/ . PROP. CI M04130a13 - i. PflOP. 15" CP(RI � BEGIN BRIDGE .. TA. 49t78.00IR1 � / / - - -� q < COG ST� a402 �p(q� INV. OU1=772.64 � INV. OUT=783.05 PROP. / � _ - _ 'e °A 2� � 6 . - ae. f2 �F STA. 47+3823 �. � raa=�n.03 . . . TOMC LT �/ �� . �.p STA. 44+25.00(R 9fi.2] lF @ 0.90% IN � � /' - - `�<F3.. �%' TOP=B02.65 � - - _ - - @ 0.60% . �OUi=773.63 / � / _ \ 6�+'Cp \ INV. IN/OUi=799.25 �. -- - -- . PROP. 15" �%�i� �.�- - �. \ 6, / � � - - � � END APPROACH SLAB � RCP (R) � i � - � p'QOp �'#� \ q \ PROP. TOMC LT . ., ` �� . � . - STA. 49+2223 ; 13 00 LF �� i _ _ � . � \<�� PROP. TOMC RT . . - . . . ' . . � � - END BRiDGE @ fo oo� '� �� y,, PROP. 15" i PROP. � / � � � - M \\ 6 �. A\\ - p� PROP. 15- RCP(L) �. STA. 48+9823 TOC LT �� / - - . HW P470P. 15\ R � c � ��o\\ _ �.- ._OW . %HO \ � RCP (L) 51 .87 l.F � � � i � %HO _ , �� : ]03.70 LF @ 0.90% PROP. i � . i � '� O\ �. �. ' -_ \ PROP. CI N0417 � � /��// �� .��/ - = 175.25 LF @ 6. % \ T � �@ 0.90X TOC RT -_ � - ��.\\ \ p C<�� I ��\ CO6 STO a403 oa�� -� H� i �- - ♦ \� �9�0 � T/�\� . . �. . '-C . . \\ \ STA. 46+50.00IP) . �. �. �. . . / l � �� H� P i = -: :. i �\ �9> ls, �._ �� . 4A � �� TOP=789.15 . �� \ � �' � i� - / �� q ' �''G \\ �'�ipR\� \INV. IN/OUT=782.47 _.. PROP. PROP. 24- RCP R � - _ / .. R c vr < i � S O \ - . . � - ----- ---- a� � i i� - PROP� RCP \ $_ ( G I<� �\ T .{� . . . . � GRADE � � 41.96 LF ] % 9q$ ��qi \� .. = 4+<Q�� . �� INE � Pl HG1.l i 1� �L �� 201.14 LF @ 3.74% � - �E%IST. 16' WL ��EXIST. . \� . - iO�qqT\� �\/� . . �� HGII ' i QfiOP' 22 62 lF @R3P78% �. . , . �TO BE REMOVED) ' �UND,\ \ ��pp � �� . _ - Sp�C,�,\�� \-/\�� .- �, � � He� �� i�- �._ � PRo I Bo414 � 66 !S � � . .� G' \ � � \ . . . - HGL t�) � � ' PFOP 15" RCP IR) E%SR� 4'� LPLAST�N . M NGL � ta� � wu C G ;rn \ CF��q � � _ . qS \� �^ '. . �. '. . a�� a1.33 LF e fo.00%GAS LWE - - i Ta n5«5 '0.01L1 � RSA/q/ . � I (i,y�, \\ �.� . ` � .iq . _ �\ /i �� .- .: TOP-7 �§. \ RCP(F) . ��:_. \�\\�� /��^ \-�-�.� /,� ��/ .- -=�y _--__ _ � COP OIM40236 . . . . . . - ��15 � ,1$. PROP. 15.. � � �.. _ - - INV. IN (04111 =791. - � � EXIST. . f_._. .. INV. IN (04161=781.4 �� 96.21 LF .'�� '�'lo ��S,ROUND �. / . PROP. 1" Af l - - STA. 52*14.00(Rs36 EXIST. 16�� DIP W .'�'�O � _, . 7� � � INV. OUT-781. ]9 -.. . INE � . .. � �\ � @0.60% � ��\\ `// ---====4i-.$$1 -@Z. 3% PFaP. 2F..@RCP55% �' � ' -� \ 6 5 INV.7IN 50437)=775.70 �T BE REM 5�� N ' - � � � OatS PROP. CI pOG15 \� \ -. � = _ _ _ _ _ _ _ . L � PROP. �1F6 ROP (L? INV. IN (0510) /OUT=774.350 OVED N - � � 4 � COG STO k403 -_ .. �. -, Ta 45+50 OOIRI \� ! . EX. 30" RCP (R1 48.84 L@.50% PROP. 75" RCP(R � � - � ; ' � - � � TOP 795.15 PROP�� H a0429� - � � . . 84.16 LF @ 2.47% ;� INV. IN (04131 -791.75 Oaz9 � PROP. 15" ACP L) 186.07 lF @ 2.08% . v � '. INV. IN 104171 =781.83 TA C 45+519.�0p¢4(R� PROP. 15" i- .- _� � . � �._I �. EXIST. 4" GL ' . .. l O '. PROP. 2a" RCP R) � � �� Oa° 65.0 L @ 0.50% o �. �� . ��. INV IN (04141/OUT=780.66 TOP=78$.� ACP(L) � _ _ il_� � OEPTH UNKNOWN ,, 6 6' � PROP. 24" RCP(P) 58.00 LF @ 2.07% r. INV. IN=7 7. 103.70 LF � � ��. �O,g. �*� � a1.21 LF @ f.74% _ C - � INV. OUT=76 .�10. \ @ 0.90% - - . . . . . . . . . I- � . \�� - . .. . , PROP. ]5" RCP l PROP. CI p0432063i �� 1 � O �� PROP. 1B' PCP��r � � � � � � � 58.93 LF @ 0.50% • d.92 LF @ 0.7 X �� - - � � �� - �� REMOVE EXQOCB � � � � .. ��. � PROP. 18" HDPE (R) �� . �. �. . PROP CI u0427 0e1� � S1A. 50+95.00 (Rl . . .. . . . . p �� 36.Oa L@ f0.08% � � I � COG ST� M402 Tpp-��fi.55 � Z �... �, PROP. 24" HOPEIR) . ;= - . . STA. 50�14.521R . INV. IN (0430)=771.18 �� PPOP.�OUTLET M0418 � � � TOP=775.02 � a - - °°1e sra. as+so.00ca� 23.09 LF e 3.00x �� SEE SHEET C-23' FOR OUAKER RUN DR. PROFILE INV. IN �oazm=�>>.a� rnv. tN coa3a�=n�.e� � N �� ' ��. �� . . INV.=768.41 ��\ �.'780. ']�Q; �. . . . . INV. IN (04321/OUT=768.60 INV. OUT=770.68 �. . �. 0 0 43+00 44+00 45+00 46+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 �� REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS d08 N0. P-Oa9a5 CITY OF GREENSBORO .sm o N ROADWAY 2010-010 03 15 11 - 4 �NQ HDR Enginccring, I�c. of thc Carolinas �� DESIGNED 12 02 13 BY HDR E N G I N E E R I N G D I VI S I ON ��ti aaoso��ncnu«ns«ee�,s��ei000 sewER coHsr. suever ar HORSE PEN CREEK RD. IMPROVEMENTS s�eer Ho. cN�k Charlotte, NC 28202 �N WATER � � CHECKEO Bv NEW GARDEN ROAD TO a50' WEST 3� : N.C.D.GL.S. License Number: P-0166 SIDEWALK 2010-010 03/15/11 SCALE:I'=a0' HOR¢ 1'=4' VERT OF BATTLEGROUND AVENUE US 220 4 OF � O�KE PDXEA POiE 66 �P � 4 4 / ' Q� . � OUKE POwEF POLE 68 DUKE POwEF vOLE 69 �UKE POxfR aOIE i0 ��aE POxEa PO�E it SiOo'SOi1LL15 � ^ ,- ' g� SiR. 50♦59.55 ST<. 59+Sii29 514. 60+23.5< SLA. 61K9.3fi 225W . NbG]8 ,�D 129.SJ lT 95.i3 32.�9 LT 90.59 LL ` a Z'SW P. .� = 57+88. 46 HORSE PEN CREEK ROAD MCALiSTER PLnCE HOMEOWNERS ASSOCIAiON � [y�� SYVONNEOJEFFER DUxE PONEP POLE 6< lg TANNENBAl1M CIRCLE � /� Y SiR. 54W6.Si PARCELq 00]]]83 < �, V / 3 2901 HOPARCELry 0�960990AD ._..__ � °s.91 R` oa es<o Pc �s�i � �� '� �'J � �� / �� = 10+00. 00 ISAACSON BOULEVARD PB 15] PG 123 � t') p r / � o'Y�0 -----DB 5869 PG 1a51\ - C �� / � bB 6932 PG 212� � � � '�' j �/ DB 1960 PG 316 $AAC BOULEVARD Gqt 2t5w = {,"A Q �__ ,.. ___ PI = � 12*84.24 O� McausrER a�ncc NOMeowNeas nssaaanoN END CONSTRUC ON OF � ✓ �j \ DELTA = 45° 20 .�59.51' tRT) i rnr�NeNenuM aeae ISAACSON BO EVARD STA. 11+85 3 � G ' `` T= \250.68' �'q anaCE�q oon�ei SEE SHEET C FOR PROFILE �� `F` H R AI � �, � _ DB 65ao aG 2v� �� j o � PI�58+77.77 � \ ARC = 4R4.90' Oe�' PB 155 PG 129 �. � � . � ,, � � - ti�. ,;�. � ' a� 9° 32' S7:47„ , . �• , � � ._ f .� s = o s m ' \ N �CONVERT EIf C8 3.0% '`- %�y W O�� o�� 'O � �\wJ �/ CH 462.6 ' _, A�� ro �e wj s�ne � �A , � s �r �`' �^� s s� �� , � �� s?o�'� � -� �s � .. � r\ - �+ � � ... _ c v�RT i �; . . / � � .. 205W . i �� m� PAVEMENTxIGqADE. SEE� �j�� 70 FiH !�`�� 4;: .� R a�N ac �3' cp � ' �' REMQYE ExISi[rvG �. , � PORTRAIT HOMES-MCALISTER PLACE LLC �.� x�� AND MULCH . `5y �t \ OS�.I. ' 3 ox ' ..... 5�� 'P S39z5z3�E pN�l,�'�HUL[H GRAOE. SEE� � \ \ -i.,�; _ � - ' � 2�85 (NEAR) HORSE PEN CREEK ROA� �� -�� ❑nRcc�a oo�nao �\�� . a�% ve `2e � + Q� 2$ o '%wN ssaz szpZo w o �B 600a PG 1209 � � \ z \ � � � � ' a. - ... 0 �. -53 .. 0 24W --', \ PB 155 PG 128 ! '� � � 1� - ��^� ;,'� N z6 3 � f ' �� CHARLES REVNOLDS ~��'� / � / � y , S. '2� �� f 9 823.. �ry \ _.' MARY MANIE REYNOLDS � 051 0% i i I ]> IO FEINSiGLL G<T 1 � � / r REiAIN FENCE „ / � I / �g .,. '- 0 HORSE PEN CREEK D p� \�� \� �/ g� O�'��G6 � ._ 0 �Z 5 PARCELq 0096085 ROA -�� E ` t�2 ; \� �1�.% 4�5�. �i � •� 0 0 -. _ � 4NE\ �..\ �.��8 DB 4590 PG ]ll _ � I �, � �+, � ➢ROP 6 ❑I �.� � . � �.�'\S S 1" DB 5100 PG 1408 . y,^�..,� ' � e' �i ' A H F ' � /� . "�WAiERLINE.. � qi'� _ .' t5' - - q .. - �- , z OpdB T \ DB 1960 PG 313 �� _ \ STA. 5<a07 66 " `qGp � � �� - _f� ' • f �:9�E� -� - �(BLANNET ESMT CATHO�IC PROTEQTION) ' - 38.J5 RT PFOP NOX /Et �� ' � d) � _ - �..�. � �� C � 0529 3 � � , ' � PROP. ]6 �IP , -� µf.�N '. ' �O �5�,\Q� � .. N o , . �' _ `. _ MATERLINE � �,'` ' .�051 / RCP � � ^5 �� e� � 12 �:, 15� - - ' -= pp E . R{Eg aoX LtNE � �"E'� . . +) �� ^ aY� � R P. . OSi ` ��\ G .� Z � BEGIN ]35' LANE SHIFT . Q '.,, J. . � qp\ �1 _,_ n � � ., 0 4 \ � � . 1 F . ' � a � . - a w o qc,, 1 �� 38.75' LT �. �8 .. i200 'rD '�o I � ae. 5 \ F � lz�''aE-F... PROP 6� OI 38.]5' RT..:' z� xs 4��.: 5�3, r 05i2 . / , F �3�aCP k: .\. .WATERLI ��E ., c�' � W nN` 22 �" CONTRACT SHEET _ �� SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. q+ �usrf �� 'l�t\ ll iY PR"w� .o �i aa l � �� $� � � CMy o} 6n�rrboro Und«prourW LOCOIM �R}qmp��pl/R�QUMIt COG Water Reswrces OeD�- 313-2033 GOOi Tra�fic Si9na] 3�3 2606 COG/Gu�lfora Co. iele[om 313-2084 COG Wa(er Su00�Y -313-5855 TdnkS/T�PitmPnl PlinfS GO�i Starm Wa(er _313-2569 NPDES General Permit � - -- � . -- , .. _� -- ., � - . .� . , � ��` . : � � e.,�� ir, iiii�vs f'/►��/�.. �f � � , � .: .,�� -��y�` � `::;::::::,..w • • - �� . : a :�-� � � � .. � ��,��`i `% ,��ryAl��9. � � i � � � � ....-� ,, �� ' � � o v 36.�or =-�� /�` .�,�� \ , �� •,��%�� i • • ♦ ' i��-� �d� �� '�.�` '�� ' �� - � , OAi��Y��.e' a.�� • �� .:`�-'� >. OSia � E E $ 49° 14' 33" W . `. ��: E �� E �>_ :,: :. 2pooq.., , .q;'�� GIS DISCLAIMER mo \ �; _ �. ��'re�.. ' �� caoa.ao. ��ee � � W� . A �i ��, � ,�q , � �� wtn�osdotted�sfnsfpehwee " �/ Tr+oMns n. wu / ' . ^ � -� � �E 2J88 HORSE PEN CREEK ROAO / B� �� F f a.� � O � E E PARCELN �096112 { � /� '� �� z�3g 6" PVC UNDERDRAIN �B 2140 PG 191 H R P R R ( -- . �' E 0519 f \ ,� �� COmpBetl Dy phOf09 ammetn� � � 99NE 3jN' (T�ICAL) OB 1960 PG 298 P� _ . $8+71. ( iaoNe .�� '�, '�` XQ ods, av iloble on lh e zj6 iooNE w_'e. - '�27.09" (RTI f... �^ B derrERs de aod wi �.:� \-`��:. �' � * '' mGeogrophic Infarmolione Kr�icr+rs cwa, Wc� >� O DELTA - 68° 27' � t03NE - JACOB JEFfERS JR. ona CYNTHA L JEFFERS �"' �' � ��/ z�eo r�oesE aeN cRee�2-Rono T- / 544.27' �'� '• ., �� System (GIS) soflwore used \Q511 PAfiGElk 009610] \ CYNTHA L. JEFFERS R- -,' 800.00� 8z HORSE PEN CREEK��ROAD , ITV Of GREENSBORO STRUC RE � ,� � �� 2�82 HORSE PEN CREEK ROAD � PARCEL,y 0096108 800 NORSE PEN CREEK ROAD PREVIOUS1�Y � by the Gty of Greensboro. D8 2955 PG 884 SEE REMAINDER ON �--_ + �� ARC = 955.85' oa 3828 PG 1361 �� OEMOLISHE� &� , \B ]2 PG 1]0 PARCEIp 0096108 .VO�/ � \ LOT I a8 828 PG 1341 .'�7` 09� 43.10�� DB I960 PG 300 �' y WEST SIDE Of ROAD 10aNE F' � � DllaE POWEa POLE 65 � � % \ � DB 1 PG 300 SiA. 56+tB.a4 CH = JOO. OO� �UKE P�WER POLE 6� PARCELq 0096088 CITV OF GREENSBORO `� 6.62 Li Si<. SB�t6.32 \ _ � SE = NC 50.�5 �i upe OB PG 2802 HORSE PEN CREEK ROAD ��'� /�� ' DB 68�3 PG 2a33 (SEE REMAINDER ON '� Q DB 1960 PG 31] WEST SiDE OF ROAp) - � `�' tS PpRCELq 0096102 DO PG / / tOSNE Ciiv 0� EENSBORO \ 280rt MORSE PEN CREEK R0.4p PARCELk 0096110 . \ . . . . 0523 PROP. CI a0523 ��-� ��.. �� . �. ' � PROP. LI K0523 � PROP. YI #0527052 � . . .� . . . . . . . . � . . . .. �. . ' PVI STA. 50+55.00 - -- CO6 STO x402 - '- - LOG STO a402 053 COG STD aa24 '-'-- - -- -'- PVI ELEV. 765.26 �� TA. 58t50.001L1 � � - - STA. 56+50.00fL W/ 1 SIOE OPEN - �� - � LC = 775.00 ' I TOP=815.30 / _ � TOP=815.30 STA. SBt65.501L1 � I I �� I � � INV. IN/OUT=810.05 � - - TOP=813.55 K= 65 ��. o52e PROP CI N0528 - INV. IN/OUT=e10.05 INV. OUT=810.30 �/ - - I COG STD X402 _ lOW PT. STA. 50+55.00 � ' TA. 58+22J1(U � P.I. ISAABLO�N � ��90 . --� - _ . . . aa0a. GI x0526 : . . O/L�i' �i �. - �_ - - -IJ - - 1 . � i :.. -. . . '_ � p LOW PT. ELEV. 776.90 �. � i0P-8f3.a9 / 6� . . - p .. oszs . : t / / p I -' o�o. � ��. ��. . . . . �� INV. IN/OUT=809.BG . STA. 57+88.46 . `\ . 10 ��. :_ ' :. ..-p�o . . �� IN�S�TALLTPERBNB5260 � �QP'�P�/ C�-%� .��%•o��- _'- - - - PROP. CI a0512 � � � � � � STA. 58+90.00(R) PROP. GRADE ! jpM � _ o5�s COG STD ra02 . � osia PROP. CI x0518 � // . - ��. ��. �. TOP=815.06 � � LINE �i� �� P�i� t � � � - - � COG Si0 x402 � / -l. � O R � i� - - - - - . TA. SS+SO.00ILI 76�� WL TA. 57+5fi.89(Lj /� / / P� / � � INV. IN (0530)=872.16 � PR�.��rAG J�/ - - - - , TOP=796.92 DIGOUT (W4) i0P=81o.2b ' / i0�' � � � � �� INv. IN (0522)/Ov1=B09.17 i i Q = _ - _� _ �. � INV. IN/OUT=793.52 TOP 795.2Z INV. IN/OUT=806.86 / / � / . � " -- '�... � . . o N � pR�i � � � �� - - - PROP. GI N0515 STA. �55+53.92 �,'� /�P' . � lP .. . / /i EXIST. � � �' -- - ' � _ � �� os�s 3626 LT. �, � �pP . ' � -� 1- PROP. 15�� oa, P,S � _ - . _ . COG ST� k 410 W/ �O/ �NF' / N � . - . . ACP(L) � . . /� - j.� G �RS��' _ - _ COG STD N406 / / �. / ' . . .�_ . 22.45 LF �. + / � �X�IN� '� � STA. 55+50 00 (L) 053� PROP. CI p0531 / S� � -�-- - i i :_ .- �'�� TOP-796.52 COG STO s402 QPjp/ ,'. / P \O\G GP , �\a� ,, ' , . _I .-.- - -- __ . @ 1 . 10% ,n II � � / PQ'�P i i � - - - - - - -- - - TA. 56+75.00 (R) �. ' � OGpS / � � ---- � � / � /ISROP. GI a05 i -.. � � �' - - -'.� INV. [N/OUT-794.27 / - . -- �- .: - --- _ - -__ - � ( _ > tOP-8o1.3a � � � i -- - -- - '� PAOP. GS k0513 - . P i � ' _ '� > �, � / i / NCOOT STO� . 76 ae3o � k` � . ' _ i W- --_ = osii NC�OT STp aB40. 16. SNV. IN/OUT=797.94 / � /P� p , ' . _ � . / . � � INST�.L�PER X852.0 � : . . - - - - : - - _ , NSTA�� PER N852.06� E%IST - � � �PQ�ZS� �c ' � � , - / SLk/fi0+00 00(Ai -- . . . - - - _ �'_ -. STa. 55+50.00(L) GROUND � �-/ f'� xF"@ � � :. � � ��/ � �=821.58 , �� - _ � TOP=795.42. LINE / �� . . �- � �. . . .LO - g� INV. IN/OUT=792.52 r �/ F, Z �..16 �� .�� _ . - i�NV OU7=818 68 -" g _ - - _ _ g 8Q�-:. 8� // -� / // % . � PROP. /J / � j. .. . . . . = PROP. YI �0511 OSti. GRADE / � ��p �°k / ��.\S � .. ' / / / � �. � - - - _ � �- COG STO X424 LIN�E �,, . @ � � ��4" GL DIGOUT (G8) � � � ' � � � � � / / PAOP.� CI Y0529 - -- __ �- W/ 3 SIOES OPEN / y� / `r T�P 8�d zB ' /� � P � / COG 5T� N402 OS]9 _ _ - STA. 54+20.00fP) � / � � / . .. : . / � b � � . . . _ 0 STA. 57+64.36 - I-- -- � /� � 0� / �' -� STA 60+00 00(R � . _ _ _I _ __ _ � - � TOP=788.00 � � � � � 73.11' LT. -- �. � � 6. /� TOP=820 76 .. - .�= I i / 2''' / -� - . ', / .✓/� � INV. OUT=817.36 � �- I INV. OUT=784 68 �� 2 � -- � �� - / �l / . o^ � / � �/^ /� ' � OSI9PROP CI t0519 __ _ _ � �; / i� '�PPOP. 75" RCPIAI � - - -- � � �� INV. IN/OUT-805.44 � � I � � 108.61 LF @ 6.00% APPROX. LOCATION � - � �-- _ � - � � �' / � / i PROP. 15" RCP(R LOG STO g402 � � , � - -- - ' � ' � 118.25 LF @ 5.72% TA SB� ____ �. / /� �p\� � � EXIST. 4" PLASTIC ��i . ' / / l . 00.00(R1 . _ _ / _ _ _ ___ _ __ _ - � Q m �. i i ��W, ... �. -- ' . / � � 'P�4. 26M° , �� : . . .. GAS LINE �. . - � ._ � +n (�� /./ „PROP. CI Y0514 - � I "�. / // , � �6' T - -- � � „ � 1 i-� " COG STD ea02 osia . . .. � �� . � . PVI STA. 62+90 00 _ - �x /� STA. 55*50.00fF7 PROP. 15" RCPIRI � - / pf�P00 �� PVI ELEV. 839.36 aw ��t ,� �. "� � TOP=79a.57 85.18 LF @ n.f9% . . .. . i� Qop', . LC 660 00 . � - �w ,��p� GR / .. INV. IN=791.17 PROP. 15- RCP L . �.. . ' . . . K � 1OO . - �- . ,�pl�` � / , PRQP �5„ R�P � INV. OUT=790.92 G2.30 LF @ 0.50% � �- - -- � � R� HIGH PT. STA.65+60.60 � � � � a -. . . 7� / / P�QROp' / � �j . 1f.54 LF @ 6.56% . . . . 7� -:.- .. � - _ .. 81 . ' � �� PROP. ]5" RCP(R1 HIGH PT. ELEV.�837.58 �.. . 810 . . - - � � . - / NG4�� / � PROP. ]5' RCP L �� 4' GL DIGOUT (G9J � �� - 3 .9 L 0.50% . _ � _ _. / // / . / 1 31.96 LF @ 3.12% ; TOP 810.31 . _ .. .-.. - -- � � PROP. CI N0525 _ _ _ . m . - .. � / / ' � { PFOP. 15" RCP L � �,, STA. 58337.L6 ..- i _ ��,., � -' . COG STO pa02 0525 . . � . �.�� .. . .. . : / � 247.47 LF @ 5.55% ' -'�PROP. 15- STA. SB+90.00fR � T �T �� "� _` � / .// //�/ PR�P. 18"' RCP F . . 0522 PROP. GI N0522 �� RCPIR) . TOP=B74.24 . . . p . � . �� 122.97 LF @ 6.95% - . NL�OT 5T� X840.16 -- . 45.45 LF �� INV. IN (05291=810.84 ��. ��. � �� : / / . :. _ INSTALL PER R852.Ofi I_ @ 0.50% INV. IN (05261/OUT=809 0] ti � =� �� aRoa. a5- acP R , sra. se«na.00cR� = y=_ � SEE SHEET C-24 FOR ISAACSON BLVD. PROFILE o v� �� - I. / . 20.Sd LF @ f0.00% . . 70P=8f2.30 _ - -- -I-I �. . �.. I . ni o � _ / PROP. CI Y0510 05�0 . - - - INV. OUT=809.40 -, - _ _ __ .-� . . '.. �,.... . .. .. .. .. . . .. . . . . . . . • _ p4 . � PPOP. 15" RCP (Rl , ' � �. ', �. . - . �. �. . . . . . . . . . . � . . . v U � � STA. 54+20.00(R ' �. . . � �. ', PROP. ]5" RCP R ��. J-:' . . . . . : . 1P �' d5.d LF @ 0. 0% o Z �. N� TOP=786.08 , - , - � ��. . : . �. . . B5.7B LF 4,19% . �. �. ��. ��. ��. . . . . . ��.. �. ��. � . �. . �. � ��. ��. ��. - ��. ��. �. ��. �, . . ��. � INV. IN 105141-782.38 � ; ��. . � . ; . . , . . . . . . . . . . . . . . � . l a . . - . . . PROP. 2a" RCP R1 INV. IN 105]]1=782.63 j . . - . . j .. . . . . . j . �. . . . . . . . . . j . . . O W �. , �. �. 201.]G LF @ 3.]d% INV. OUT=781.88 . . . . . . . . .. �. �. �. �. �. �. pM �. . �. �. �. �. . �. �. �. �. �. . �. �. � �. �. �. �. �. J tn . -- - %SQ � ] 1 OW 0 0 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 �� REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB N0. P-Oa9a5 CITY OF GREENSBORO .sm o N ROADWAY 2010-010 03 15 11 ��Q HDR Enginccring, I�c. of thc Carolinas �� DESIGNED 12 02 13 BY HDR E N G I N E E R I N G D I VI S I ON �Q� aaoso��ncnu«ns«ee�,s��ei000 sewER coHsr. suever ar HORSE PEN CREEK RD. IMPROVEMENTS s�eer Ho. c�n�k Charlotte, NC 28202 �N WATER � � CHECKEO Bv NEW GARDEN ROAD TO a50' WEST 3� : N.C.D.GL.S. License Number: P-0166 SIDEWALK 2010-010 03/15/11 SCALE:I'=a0' HOR¢ 1'=4' VERT OF BATTLEGROUND AVENUE US 220 ��F � OURE POwER PO�E��i2 � �� J` OUKE POWER vOLE i> OURE vOMEA FOtE 18 z5W \ CHANCE ROA� � - CONTRACT SHEET Sis. 63*66.t6' � Sin. 61i96.6G STa. )OW0.5fi PI = 12+37,11 � i3.zs�r y \ \ IARGROVEC'O(�RT s �, , ' � � RiYON " `�' ; � \\N\ SHEEi C 24 FOR PROFILE , � . _ _ , z5w Zeo�ppRCEEqPao9�3A DELTA � 44° 52' 47.64" (LTI � * � \ . �F � � r � - - j �'� , - �T U TiNGDON ASSOC 6• BRIARGROVE COURT zs.ar �r 32.98 - f � PI - 10+81 • 57 uNnNcooN nssocn ioN oaeN sancE & un� e�ono R=_ 3 4i5. 0' �� o ou e vowea vo�e �9 - - �.o A 6. , � DELTA 18° 24' 15.96' (LT) �� sr; x�zgaaea � � P �N� `v�l T 16.20 zs A 325.07' .. � 3oW ��.: c H R K R n o 0 0_ � �, oa 36z6 P� ,z5� 1 48' 22.36" � � NSITIVE INFORMATION I= 58+7i, 7i �\ �-� q \ c� �\ . . R t00.00 oacN saace & unurr esMr Pe a� ac ise �H� 316.82 C CEROAD �+ rvrwcooN assoanno E T 544.27� .: �� qNT�.s ( 9 �� \�\ � .. 26W A � g✓ �Y CH - 57° 17� 31 .98 pBR3626 P�G91256 CITv OF R9W \ GEE SH�ET C 24 FOR PROFjLE '. \� DBR�]54..PGB�292�.. J NOt t0 be coapieda Of ARCTA - 68° 27' 27.0900.80� \\'�. O�PD! ym 02 \��s� � 450PARCE GRQ E�COy{Rf ` ...; O.\ 4� � ' AR� OSiA.P65a88POLE'Z 280J PB�BJ \GN136EEK ROAD PARCELN 009] O7 N.C. GR �NA / 29W-NHOL� JR \,° :`6�B 9sppgE3�0AD dl$�ilbUt@d Y�/Itf1�Ut the 7° 09" 43.10"" ��\� � � y \�y\\� DB ]0]9 PG I5V8 . �"- �� 50.0� Li ppOPO5E0 RETIINING XALL ' �B PG VICTOR E� REINHOLO � . eXP�e$$ writte �-'� - f a �-`� GB 8] PG 136 � '='` �- PB 95 PG 32 0� . permission of thenCity _ .\ \ ,-;. �� .-�� /� STau E E CONSTRUC ON OF HANC FOAD' x CH - )OO.00� LOT 30 � ' PR OUSLY � LOT ]2 $TA. ] 1+ 00973 - 2% 3.z � \ \ O -' � END CONSTRUCTION OF B�PIA�GR�AVE COURT �, '�, �� Mo��s�eo � PAR�E�M ,a:. � of Greensboro. .. SE - cnnR�es RevNo�os NC��:�: -�. \ 5. 10+93J �� .-' ' �� \J� � OB 412"/ PG 1]52 16 MlSi 24W \ ,r � 2]W A"� 2]W / 28WC > DB 5292 PG 10]5 W m w d+ r � . � �� 3z i?: � r � \ \ � ��o� P [� _ > �^� �' �� - ��'� STEPH[N A�TER5 T C�Tv OF GREEN OR(� REIIBEN AN�REW GAINE O � � u P Y PG 0+65 72 �� 1 Q� �� Y PRp MARY MARIE REVNOLDS - SiRULTURE �� "\ o�0 4500 BRIARGRO COURI� g iAMELA GA�NEY STRUCTURE �P' � 1 � �p F,�y '. 2805 HORSE PEN CREEK ROAD �� \ PREVIOUSLY � s\' � ., <502,6RIARGROVE COURT � / � --- , o �dT � o ; OEMOLISHED� � 26W��.... �.,oq' \ �,. a` PARCELq009]233 .`< �� PARCOB PO 232 �� t\ViYb 351]BRIPRO�AK'Z01RT OEMOL�SHED ~ J bZb �� ae1.25��' I p c ; PARCEIq 0096085 -' � CITY OF GREENSBORO �..�� v 1 �P � m EX�S'r 13 PARCELq 09. mm�" - g�N ' �- �B 4590 PG lll 'c '�..�,.Yi � � DB �504 pG 2r�, REMOVE E% CB w,�"^p � 3.24 3.2x � � � 45at BRiARGROVE COLLRi .. � �]235 PG i)11;o E �. PB 80] P 136 ESMt P88� P�' Q � 9 p�� ..- 3.�% U � �� ; �' � P9 8� PG 136 �� ..' oou' � 6�� ENO aEinINING N«�n "'-"'m PROP. PERMANENT � B3 � N��' r �� '�' DDB5196o Pc�s`;3 P� I. = 66+86. 53 HOR E �EN CREEK ROAD �, `PARCE�n oo9�zez .. o, .-�. �or z Sa2... ,�� , �aws ��.., o• .. O - PB 8� pG �3 � �B PG Y � � y PR�aA X 28W 29 �OT 10 )0.25.00 14a.)5 L J o: � ORAINA6E EnSEMENi =�33 Q b0.1� b� � W -(BLANKEi ESMT - CATHODIC PROiECT10N) _ �O�'QO. QO BRI'A\RGR VE COURT \\\� RB 8� PG 136 PT 10+9Y6 / � _STACY--WIlB1iRN � CHARLIE LEE E��NS ��?) O+ ^ 4]' 2� K' .�� . � `' � 0625 w �' �� ...._ �/ ��2 `' � �5.� � 508 BRIAROAK COURT w�� .. DARIA L. EVANS p h' ��. � FILL 330 li - E%. 15" CITY __ i �o lOT ii - ._ P i 3' RCP W ROWABLE LILL O1 '�, ,_ O �\\i, 5p' - �� • � pARCE�k �pg72}9 w.Io 3510 BRIAROAK COUR \ � m^ GREENSBORO P�� E Hffi0681'Q� � �_, � m� N 25W � 52 � \ ....N F TA N N AF G 134 '�. PARGELM 009�240 ��> 610 CHANCE ROAD ' h . rvo N 1�� _ ..� ..2 OX ,f �� r � °' �" o i?BOJ HORSE PEN CREEK ROAb � S 00 � P�♦ LOT 8, If 5 PG 1]16 \ E�P�RCELry 009�' 4 E /� ��, `v �' i5" RCP f .. w �,�_ � HUNTINGDON ASSOCiAT10N \ � + � � �B 39' � pe G ' � � .. � ��. ��'r Z w / o u OB ]613 P � PB e� FG 136 C � -f P 4S�S'+� /� ' .. . . W �. N _ _ _ .. p � PB98 PG6 .. . ". . srn. se,ao.ao i ,� � i�,F - "� _ � ._ __ � q�yaGn�ruboroUrW«prourW _ _ p.�: P 7.� ... ( 14 lan.i5 Lil N � pAOP..,PEAM1NENi I � M REMOVE E%ISTING'�. � ��" -p PARCELq 009]326 � l - > i ,�0 � o PETnINING Wnu E<SFTHENi \ 5��16�C `1� - �d - "� ' �:�MOVE 33: ��TM�� ' RETAIN E%�Z`elfP� PAVENENT N � � DB 3626 PG 1251 `� PFOP. 6"� OI WATE9L�E p 1}6 - .... . � - - OS'30'S6"E ��. \ � m y 136 � � �*� � � P ' �� 5 5'1 'S0 E Ba_61 " nSEMtni ��ft ___ - - - �I' _,.-_i.- .. .. . - �- ... m ' � n _ _ ` i . � E%�5�. OPEN �°^-'- � �� F�-fi � .- ' S05' 06 F� B-__ O COG Water Reso�rces OeD� 3l3 2033 `- -- � REMOVE Ex. 15" CMP 189.40' - -v,\ �y q-•'. PB �aPG '� � ' �..:.:_ � �Po��..... ° � ��.0 91,3 � " PF ' � +i ��G�� `� z 06in � GO�i iraff�c 5�9na] 313-2606 - --- - - � � � < _ _ y ' . E C �.IPF 5.t810'W *y�.6. F � a0 _a C .., .�tYRGP __ �y SJ51 ___-. r 7 � + . _ . . `� - ' � �y�� _ ♦. Y � O O rp Co. ielecom 313-2084 ' � � � EFLINE �' �� s �� Ofii5 [m,e -- j+0p � � COG/Xater�5u00�Y 3)3-5855 _,_ _ ... � S . 5.. . � _� . . _ . . �.7D�00 - - � _ } Tanks/Treetmenl Plan(s � - -. � � � 7i+oa -- GOUi Starm Xater _3)3-2569 � �` A WP_ F � \ . .:� � -- � _ - _ _ - __ . y �5" RCP SToaAGE 7 M � { ,._ .:_� R� .. .. v .-�W * 9 . ��0613 - --- __ _ - w -'� _... _ _._ _ _ _ � -.- .p � 1� U_ .�.:.. -. .:� .�• � � _ _.__ __ . _ rl .�... `S�.`F 4�.. -F .. :_- �a�_vu�':.m.' a N5°�19� �4 W 9r00 _ ' .M�_ 00'iRPE .aW20 ___ � ___ _ __ _ . _ 30636 � . Z � 'i: .. _. ..,'.. I ' � .` �. _ _ _ y T. s r -�- - ,: . . .-: �- . . . ' ��_ . �-n _ _ _ � 200 °�. ,.:�.. _ _ _. _ ._..__ _ r� �� x'"s.:. _ 3. 6 . �-: �d .;: ' a62 W �� ,. .: . I .. . . � - _ .. o6ie � �u'm - - _ _ _ _ _ � _ - fi8�00 _ _ . REMOVE 5a LF - ' . " �. _ _ _ Obli - _ _ _ _ _ _ _ e RCP J N P D E S �' _. w sFa�`.�E_- � �. ,6553 0 � p � �,� ` � N'w,25 - - .5•R�P os�,w e a.- , � � General Permit - � �-o „_„ . w� . .. ,; � u :�. _ � i.,.� _ , _, . sroa ce > - _ _ _ - . - _ _ , - � "y. T + r N��' :.T ' 100e . "y a'�.. � ..�� \�'�. � / '�E%T _ � "Ga-Fu -E �F. E .� E �..-� �E� . a50 � q ml a Appl'es w o _ � ` � " - � 4 06i] 06ti � .. ,. ~ u - 06if - � � �� o ' " 63+00 T � -� , a 64+00 aaea� � � � � . .; �� - y _ ..- _ _ - - , - E - I � -� t' � � -. . . .'�. -' �� ' _ .. � -�-• f'� � �E �_ .��.� A-��FiE ..�STA.GJ1p50.00 � wf�' : 'DI � BBOR . I � o � �_� _ � �.., � IS EA - :1 R . � _ . � � ,� . . � � F ' � . � ,� 5,a��,�RE _ _ - E E / / _ 1 � ��' ` 1 o �or D TURBED AR � H � �35' LPNE PREVIOlISLY .. .-. - . -.{ _:.' : _ _. . .�.. ,.. .'. E' E O y� t� _ :... E -�. 00 NOi �ISTU BJ �::� .-y \ LOISiuPB �. ro � _., p-__.. SNIF-�--" W . n . .'.• :� % _ /. F E� E .- ... . '-� 11].50 CTOTPL)�-'-`VP- .. _ ,. _ O ,t �. . :. �.: � ��.-- • _. � . ° • �..N � ��' �-}�/ E� 5 A. 601�f40�.. z�33 �TOT3662'..�. I 36.29 ENiPaNCE SIGN-- � ENiRANCE � m~� ..:.: . , . _. I. _ . . . �,. �� .,. ..1 �� Gp U-3 � E \ Ofi�() � � G � � . ,i SIGN 46.6 Acres J �, PPOP. POW . . . \ F 5'0 ,26 W �. (� _ �.. w.. . . ... . . � . . .rnw .` . �., �- \ �-� �sF Tv - __ __� C5A iv36.29' `--� . r_.i E [.O.G.� � NO ffb-B � \�v9o� � N � o .-� STRUCTUREy .'.\\ .':. I � 36 �1 E ' I __ CE ..� I �\J' ry..� •A A� WO 5<FEiY- COMHERCIAL OPIVEXAY.:.:.- / . � _ I10E _ � �T POBQ� i9 � _ _-� � � � ' \ � � � I _- ' �STn. 69. 5 0 �I65A.Pi1 \� .:o� SiP 69•65 �0 165 PT) {� � �\ -- L � �� w � � � _�'> �. : . ' OEMOL�SHEO ' p �.' �� ;� �� FFENCE SiA ". �p \ \\Q "••••• 9\� \ � �.� <> ae'i'��:� \ '. � _ ', - ` '_� I___�¢ I � m I m�cn REx.AlY1 �i�,. c\o aEiAININGMwRLLTE45ENENi:- .f _�!\� \l ��- �'J��,�`• �� O \a � .. � �� Z � �� - -----1 ... I fia BOs00iY� ; N �„P NS... 2 0 .... N o FENCINTA 66.C5. 0 J � �IsI I �_.�� 'V ^' �Z, +,y I� \lr O C` �P . vemvoseo s =\ q GIS D SCL y 9 \ c NI J� I PIN JN ` ,: noe o � I AIMER s 6"PVC �, ..�t AFEiY �:� o<v ! �� cD�o � O,\� III I J m�l.,�_e m� IN rn�lUll `!� �•L.'�� J.I �. • . L�� ';� ',,..,rnNNCRw000sHOMEowNCRs l7 .s = rn \ r€r�ce . _ _ � . :\ �. o z� m' q �, �o ., , �i i, � � ,:_�-, ' �Im, :i I i ; `ul;-.. ,:,\P,R �9 .. ..� � > Objecls on lhis moP shown �- � q q��q?s cnN `�"� N�O \ o�<'y g y\�a -�, "... I I'^ �i ------- �.,:.,.r-_i:,.,� -\�\ � �. ., nssoannoN. iNc. aaov. 9eaMaNeNT wttn o dotted unesty�e were \ . ' \ UNDERDRAINN IO6E , G 5<F iv �! \ D \\ ( \ �� -i;i. �� .J2 NEAR TANNER WOODS LANE d OFAINAGE EASEMEkT ' nOl Su/vG d, the were U � . . � m P z o� � y sil . i s G" �^ . ;,;' ...". rneCE� N oo9�s�a �J Ye Y E�, Oy�si 6 m� \ (TWICAL) m E N A �� m o��" g C` \ �'0 9 qo � �9`�'� ' DA ]183 PG 839 � COmpiletl by PhofoyrOmmetriC a � CITV OF GREENSBORO \ � �� S/ � m, q ; I - i, ----- ----- --- �- , CORY C. ORMS i.�. \ \ PB 1)9 PG 109 / BO6 HORSE PEN CREEK ROAD �� E � �' 7 � � ��^ -� \ � TCIhOCS, OVOiIQbIE O� Ihe � N 0 s9 p5 £ �� \� �� ,� � 0\ � _ - - r � SAINT CHRISTOPHER 50 ? / � GEO 0 hiG If1I0If11OliOn �p PARCELp 0096113 � c \ v �� pNn qq , �_ `' PnRCELN 009]5]3 � Y / 9� P OB PG q ENO 135' L/NE SHIFi �<'Q� ��"�o 09 � mm'pC`,o`� yo '. _ ,� DB ]410 PC 14]2 4� �'=�� $ySfEm (GI$� 50(lWOre u3¢tl a �B 1960 PG 291 � 33.]5 Li � p o O L�� i IIKE POW H POLE 3 . � �o�E "�� "' �� s'"'s.i `a9'90 ��'�o ia144 P. I. = 72+72. 37 HORSE PEN CREEK ROAD by tne C�ty ot Gree�sboro. CITY OF REENSBORO -- �9 33.]5 RMOZELL-J[FFRIES � � STRUCTURE Z i+�,oPy�" � ;�' �� KE POwE POIE ia �� 2804 HORSE PEN CREEK ROAD �pF`�^ 28�0 HORSE.iRfiN CREEK @➢AQ PREVIOUSLY N�� o��c^,Fno � y��,, �-. Sis3 63 1b.5< �OSIE HOLLAND ' = 1O'{'OO. OO CHANCE ROA❑ PARCELN 0096110 PA��f��9fi1O1 I �OEMOLISHEO �o�N .�� q \ y �.�DU E POWEF OLE i5 19 SAINT CHRiSTOPHER 50 D aE POWER POL 16 -� ANTHONY R. COUNCIL DB PG PB ]B,PG 1�9 OT 2 ''�-:FC� \ � � 2 f �26 i28 •�z PARCELX 009]569 STZ 651RT.8 - 25 SAiNT Ch'Ri5i0PHER 50 \ O.c N. 0 �: �� PARCELq 009J5�2 �. . . . .- -• ,-` -,- -,i , -_- . _ ' - . . . , , , - . . . -_ _r _ '- � . _ i � � . -- _ � �--- � i =_� �_-t j � ' . ; 1-i i_- --- --- - -I i I �� _ i: i I i- i-�L-i__ �� , , : , � ; , , : � . _ , , - , _ -- -- - -- - - - - : � - , -- _. - - - - --- - - - - --- - ' , ; __ _-- - - - --- - , -- -- -- - - - -.- . , _ _ _ i - --- -- - I -- -- --- --- - '- � PVI STA. 67+00.00 � , , �' -., . oszs W 5 0 x402 : . - - . . -_ .. . - . . . . PROP CI x0626 i,.- - _-- ; .. '. ___, . -- ,. �, PVI ELEV. � 836.93 ., - . . �- -� . . . . _.� i� I . ia. 73+32.00(al ,. :-- . .. . . . . . . . .-. . . LC = 120 � i TOP=839.7fi : � - K = � 126 INV. IN/OUT=836.3fi -- . . . . . i . I I � PROP CI N0619 . . . . . �:�� PROP. CI N0625 I - � - � - �� LOW PT. STA. fi7+]5 OS � �� 06i9 ( ) o5z5 - � LOW PT. ELEV. 837 07 . �'. : : �. '. . COG STO M402 = - � ASSUMEDZTOP B342G � ��. . COG STO x402 -- _ - -- - - _ - - -- I- :, �. � '� . TA. 70+75.00 (L) STA. 74+46 +/ \ � TA. 73�26.00 (Ll __ � _ -- PJ. BRIARGROVE CT. I TOP 837.97 - q3.9' + LT 70P=839.68 _ - ., �O�^ . . . . . - . � . .. �. . . . . . INV. IN/OUT 834.29 - . � . INV. IN/OUT=836.28 : _ sTn. ss+ass3 ' _ -. a.. c� oicour �ci3� 850 � � � . PROP. MH N0627 PFOP CI #0622 . �� -�'� � � 6" WL (W6) 0e�� COG STO M400 PROP. CI M0627 �e�� COG 5 0 Nd0 TOP 8 5.0 - -- - '- �. ossi � � STA. 73+25.43 - � - �� ASSUMED TOP 837.75 � Ta. 69t82.50 (L) COG STO x402 �� TA. 72+20.00 (L1 17 69' RT. ��- _ STA. 66+88 +/- i0P=83B.23 TA. 70+60.00IR1 TOP=838.a] PqpP. GI R0624 � PROP. CI #0612 o62a - - _ �.37.5' +/- LT, I �. o6u INV. IN (06201=834.63 TOP=837.92 INV. IN/IN/OUT=835.0f NC OT ST❑ x840.1 - �. ! ..�_ ��' C G STO a403 INV. IN (0615)/OUT=830.5] INV. OUT-834.52 pROP. CI N0628 INSTALL PER 8852.06 COG STO A"�402 INV. OUT=836.903 - -- STA. 67+15.05( � � �� I -�.. . �.- ,. . . .. . - � .. -� octt PP P. CT k�611 TOP=836.77 � P CI M0615 PROP. GI k0620 STA. 83 - -- ,-- '. '. ._ L -'-� `�` . � COG 5 � 02 INV. IN/OUT-B33.19 � os�s PRCOG STO X402 o6Zo TOOL STR q842. ]6 osze . TOPS 839.� - �y= 1.25� GL (G10) TA� 66*65.00 (R) � T4. 71.60.00 ILI o m - - - - . . . . . ASSUMED TOP 833.83 �. 69+82 50 (L1 5 L PE 5 . O6 � TOP=83B. 27 � � o ia - - - � �- � ' TOP-B36.B7 STA. 66+53 +/ INV. OIIT=B33.4] ortt � TOP=837.64 STA 70+28 50(L) - -- - .- - - -- '�. 37.4'LT.�� om o-� INV. IN (0619)=833.59 TOP=83B.04 INV. OUT=834.71 �m .. _ _ . _- �. . � �1e PROP. CI n0618 � o6io INV. IN (0613) /OU7=830.84 INV. OUT=835. ]4 1O m rn m �� PROP. CI �0670 ON inm ��PROP. CI n061� � �m -�� OG STO %d02 COG STO M402 on . m . . ° . �� -.. - G ❑ Nd02 I- � TA. 64+65.00lU TA. 66.22 o0(U P m �� PROv. LI R0614 �1e Ta, 69+66 40fA1 �> �> � � - TOP=837.0f TOP=837.f0�. � � COG Si0 an02 TOP 837 58 � a w �� a w = �_ � ' . - PROP. GRADE � INv. IN/OU7=B32.83' 1D ° � a w STA b7�b5.o01 INv. IN (061n1 831.91 . . � w � � w -- �� INV: OUT=833.61 LME � � � - � . . �-) 0.59% a w TOP=836.87 INV. IN (06271 830.06 �. � 1.21% _ - _ . p0"4� . -. . » ]NV. IN/OUT=832.92 INV. IN (06211•834.05 �. ( ) 0.36%_ ___- ��- - - 6' w(-) �') w . i _---� . . . . �" . . - . 0.59% INV. OUT-826.00 ---- - � � � 1 . 0.36% �� PROP TOMC LTL,RT - - .- ` . o ___'----- __ _.--��--- PI CHAN E RD .. . � : _-__--_---- , ___--- ---�----_- -_ _ -- - . . - - -_�- STA. 72+72.37 � ,. �---_� - - - -- -- PROP TOC LT/RT �'l� �-�� - - - - � HGLILI �--: . �-�� _ . :/ . . . . RP . . . . . . . PR�P TOC L? -��i��- � /-�-_��/ -�P.CP(L GLII) HGLILI PR G.� f � i-__ - . - - -. - -- R ' �_ -�=',-�a� _�� __ _-- --_ - - - - - t0� EXIST. � 'F {- � �� - . �- _ __- -- - _- . . ��_- � �P � � HGL IL) : . .� MGL R NGL (R) . - �'�+- , �-- I .. :� / ��'/� PPO LNOUND --' . . --rtiClLl -_-- -__---_-��(s�. __-- -__-_.- ____. -- _ --_ -_e�----E%5�-t6"_ �� _ - .___ -_ - I - -_-- - . __ � ..�_ . - � - 32� GAS MAIN PROP. 15" R ' __ - - ---- --- -_--- -_ ... -- - - PiiOP 15 � LP PROP. 15 PCP(P) �� R L -� . .. i� �� --� TOP 832.43� 157.�{{�g�� ... - - - - - ... __ _ _---- -- -- -- - -- -- '� PROP. ]5 PCP R" 60.60 LF @ 0.50% 35.d3 LF @ 1. 3% � . i� ��.�.� � --'�_/ STA. 64+8628 -_-- .. _ _._-_ _ _ --. _ __ _ _ - _ - 0 . �_ .. � _�? 37.46'LT._ -r-: . -� � . _ . _ ___. . . �. �, �. LINE Q�-- --- -' --- '' �222 50MLF(@ OP 5% �� APPROX,.�PL STIOC GAS __-� ,_. � ''\ ___ __ - 0 92 5091F6@ROP75% .5 PV EV . 8 8�2 20 85 LF @ 3 00% .. .. _ - �- % I STA 72+30 � � -- �- . . 830��/ X15T, 4_�---�--- . : ' - . ..- } .n PROP. 15" RCP(R � � PPOP. CI a0613 . . LCI'E�. . 3BI30 50 00 LF @R1 21% . 830 -'-- - - a � PROP. TOMC LT � / E � � - -'- . _ .. - - - - �� 2 0 F @ PROP ]5" RCP 1 -� �-� - -- 16�� W _ - . � o m 50.05 LF @ 0.55% 0613 PROP 1 RCP R 46.00 LF @ 1.f0% N . I . .= PROP. 1�E-RT J=- � _-- EXIST. ._ _ �_ N m 01.4 L 5 0.50% / ' W PROP. ]5" lCP R 14" GAS MAIN� \% COG 570 X402 ( K : 752 .. _ �i� - .---�- . �" ' i0a=B3fi�85�00(L 4 GA �ASS MLED T6P�33.64 . OW PT. ELEV?�838.58 � _- - - - ' 52.62 LF @ 70.00% � ) LO � � - - --- -. - : TOP 829.98 N � � � -- � - � > ' INV. IN/OUT=832.07 SYOP 8 2.9 STA. 69+83 + - . � . . . � _ � STA. 65+4P.52 � w ^ STA. 69+�7.8� 11.8'+/- LT. I�� L " ' --- 37.a6 LT . �� PROP. 15" FCP(U 16.36' RT. � _ _ � ._ �. 8.: � (W8\ .. p '. �- ' � ' - - �- �6„ W� (W51 ,` w 138.00 LF @ 0.55% �16 E%. vt a06f6 ', m PROP. ]5" RCP L ASSUMED TOP 834.46 36 GAS MAIN PROP. 15" RCP R - EXIST. INLET ¢0 33.46 LF @ 1.00% STA. 7+7p + ^ c . I ___ .. . .. _ _ _ . . ASSUMED TOP 83722 . . ; , . . 2 �_ �- . . � PVI STA. 62+90 00 � TOP 830.91 d9.95 LF.@ 0.55% A. 69+51.90(RI 42.0� + T. I� � STA. 65+54 + - . . . . ¢P PROP. 15" RCP(L1 o D ��. �. �� PVI EIEV. 839.36 . 37.5' +/- �T. i STA. 65+69.69 - . TOP-823.80 ,,::¢^ aa.a7 �F C f.00% � � - � ' LC = 660.00 . . , � 35J5 LT. . � �- -�L . INV. IN=B20.26 ,_ e, . ,.,. o" rKiicH PT. STA.65t60�60 �' BTOP"8Z94�5 ', �� SEE SHEET C-24 FOR BRIARGROVE CT. PROFILE ' L a �--- r+icr+ aT. e�ev. s3�.se ' � sTn. 362a��T . , ;�� SEE SHEET C-24 FOR CHANCE RD. PROFILE � N . R2Q ' , , 0 82b 0 0 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 '�� REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS dOB N0. P-Oa9a5 CITY OF GREENSBORO .sm a N ROADWAY 2010-010 03 15 11 �NQ HDREnginccring,]nc.ofthcCarolinaE �� DESIGNED 12 02 13 BY HDR ENGINEERING DIVISION ��;� aaoso��men��ns«ee�.s��ae �uoo SEWER CONST. SURVEY eY HORSE PEN CREEK RD. IMPROVEMENTS SHEET N0. cQ� Charlotte, NC 28202 WATER � � CHECKED BY �`" ' N.C.6.E.L.S. License Number. C-0166 NEW GARDEN ROAD TO 450' WEST � OF � 3Q ; SIDEWALK 2010-010 03/15/11 SCALE:1'=40' HORIZ 1"=�' (VERT) OF BATTLEGROUND AVENUE US 220 a o I = 0 N O 0 0� � _-- N D =_ . U O - T Z I � a O w J ul' 0 0 -� x .sao o N �oti vN� 3v • O�IE PONE OLE 81 I� DIIRE POWER POLE 82 - Y I�' �� ,- �� E POWEP POLE� BS CONTRACT SHEET �� -��. DUxE POMEF POLE 80 �' Sta. ifi�01.02 f Sia. i6*i8.64 UKE POWEF POLE 83 5i 26."/0 L* 34 e ,I 31W 30.< T 28.3J Li SiA 8�55.39 SSO. 80�6<.04 OIIRE POMEF GOLE Bi - � O � I � I. zzao u .zt.oa Lt SiA. 8]+03.19 7 OF � J f i LANT LIMiTED PARTNERSHiP - , Zfi.39 Li � - I zaas NORSE aeN cReeK eono �-' _ �� - HORSE PEN CREEK ROAD NI,�. GFIp PnecE�y oo96ne - 32w �� >aoaose .ue*a�H�rve - PI - 80+30.35 ' NAO 83 � DB 5066 PG 1]86 HORse PEN cReek kioNevi cearER, uc XALL. G�aaoAan aHo 33w DELTA = 9' 23' ,06.43" (RT1 � SENSITIVE INFORMATION - PB 138 PG 90 . SnFEir EN[E � T= .-204.39� � 34W - 283� HORSE PEN CREEK ROnO �OT 2 I�I( 1\ p CALVIN A. P. STANLEV ..- vnecE� ooee�os NOt 10 be COpiCd O� , F 2843 HORSE PEN CREEK ROAp R= 2.4JO �00�-,- CALVIN A. P� 5T,4NLE tl f. PFOPOSEO SAFETY -Ix ,�^ f\ DB 5285 PG 1828 . PARCEL 0152385 � ��ARC 407.87� - �� MARIE O.-SiANLL�Y �� . I '_ , $5 HORSE�PEN CREEK ROA� FENCE -.'-� � \S}`S? PB 138 PG 90 - �..� DB 2159 PG a53 CH - 8� -0Q�Yq'�� 28, PpRGELq 0152383 dist ebpress written the -- - - - � "� , ��f�r .- I��. - 2 t, _., ,.� : I � 'J ' I� I � BEGtN PE�inINING WnLL 5. SnFETv REiA1N,E%. 1�, Erv0 GuepOAe�L 1BH4O-3901�-" -,� --------_ �'v r DB� �II' _ _ � 1>.� LOT 1 .t . - ... _ . -. _ -.. - _ o ,� .M�� 5 nx ,t'1 ' . _ ___ __ . i�-c I _ 1J86 PG 81 . � v�- � � O AETnINING XALL EASEMENi _ _ 08 /+ .. _ �� '.J'. w-;ai_�i � � !,-• �- ��1 p 15P A xl %�'�C�\ STREIAIN'EXOaCROPA L ICA'1 ,� pE�'RE HIN 31 LF �� -�-_�� PPOG. FOX m SE NC rr� r� arr 1960 PG 29� � i =�� Pe��i-II$$I�n of the l.I��I _ � � �B I '� �'� , P�'o� � of Greensboro. 3609 Ch30W E ROAD I �# ... 1 NC 0 G STO N0. ] i-o�5�m 6 B95 \��, O�i6 _.-i �_: Sia. k.25. I%. 2< RCP -. ��- _'�m �..., ____ ____ �� - Gi ,�__ CI [OMNERLIAL OHIVEMAY 9fi� HUNTiNGDON ASSOCiqnpN " \ � � f q� MlSi . 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E N COG Xater�5u001Y r 3)3-5855 B1+Q • - n � � '�-'�. - - - - : _ - _ .. . .- - . - -_-. . -... __ : - - _ ._ _ - _ _ - _ - _ _ ]2 U �- ` _ z�- O TenkS/T�PGtmPnl P18nf5 o v 0> �- _ _�_ --__ � _ _ - - .. O)la " � ' � - .. �..-. �� i � e o' O - _ - � - - �� _ . - � 3+�4 O GOUi Starm Xater _3)3-2569 � � � � 0)I] � .. . _ _ _ _ _ _ _. - _ ' -- - - - - � i� + OJ13 _ - ...., . . . _:. ��.�.,. _ _ _ _ _ - . I . p �..� :. . _ n � - - _ _ - - .- -� � .. ... .... . '.... ' .,��- q � � � .. :... ... .. ' -' _ ... :... .. �.:: . . .:: � / �F �E � E {� . . t'S tE � E .__E F . .- ` .- O i v_� � -�_ _ -.: �- � 5 01 0 �2 '. ^ i � � -4 ; � . � z ..F.E-� r-��- �E � e .._ --__C COE F EJ � � � --- _; � � . ,..., .E,_-,-` i '�\\/ � ' � �8 � - - -��w NPDES RCP ^ ._.. -- ' F £ �e E . .- .� _ �. , I I`A " }3 I I I_ bF .E -�..F�. . � ..; ^ . , Z ... E_ '� OS'24 W -q G SLO- N � B .N8602�05' � �...�.. 113E �� /. 0D � , r _, E+) E �� F ".�..� ^ Gen eral Perm i t J I.,... � 5 R PC��E F 1 0 ive Y � 21 O /�V l V/ .'.. 2�� . ASPH4Li ... 3�:m REMOVE E%.-B E .____ E e.� .. U O r � 00 NOi OIS dB 30.28 = 0 0 .� � _ � �„ . �� ENTPRNCE 5[GN p5p LT TANNER W0005 NOMEOWNERS a - � ' E PI I�S �' mIz FLARED ENO $ECTION 1� '� �=�� . aEislN allo oA��E m HSSOCIATION, INC. / �b�� I I I�Imy �� OAIVE m � Q IA 9.25�W % 0�l % 7" THK. AESEi SIGN � <6 REAR CHERINE WAY � b� � 'N I PROP. iiOW Q � o � � ' PARCEL N 021�900 � �Y � I$ N � B� RIP RAP r ,� � O N � -' � �^' �' CLASS ' °' � 112E � / DB ]183 PG 844 d- � � -- �� E EST ?'�'}ONS �. . OD 00 NOi 015 PB 1]9 PG 108 � ^��: � I I� � ol � iV 4° 04' 03" E � ] 51' FILTER FABRI � /� L ri_ DB ]i83 PG 844 a Si,uaB � a � I I W m A� � � � DISTURBED AREA - �., 110E � '- 31 OPEN CHERINE WAY ENiaPNGE IGN / �,�y -)� IIff O1 nl a--...__ PNpPOSEU 5<fEiv ��-� _r� �TANNER W00�5 OMEOWNERS I � ASSOCIATION, INC r I �-� � TANNER W0005 HOMEOWNERS � �- � PARCEL M 021]95J / U �'�-'�-'-'� / 2'� /h i m� I I' n � � BEGirv SnFEiv RAIL ---�--- AatL (COG STp. aa6-A1 46.6 Acres 32 NEAR iANNER W00�5 L ` I L I STP B2•11.00 -- � m ASSOCATON NC ) / PB 1�9 PG 108 � � /� � I I I ~II � i___,' C o G. 5*0. N� at6 B - I PARCEL p 009]5�4 QNE 1 � ipail �- ' �� I I I . _ CONMEPCI<L ORIVEWsv O �� ..� DB ]dg3 PG 839 � � �� / 116E f� �- UNE CHANNEL9W/ �9 - ��E ` ` / � � - � GIS DISCLAIMER ^ CLA55 �B� RIP RAP K GRECNSBORO MONTESSORI SCNOOL 4'W % g" THK. TANNER WOODS HOMEOWNERS r ZB56 NORSE PEN CREEK ROAD ASSOCIATiON, iNC. � '�' � m YI PARCELN 0096103 �bJ2Cl5 O� lhi5 TOp ShOW� e� �.. � m whh o dottetl ifnesl e were EST. I1 i0N5 2821 NEAR HORSE PEN CREEK ROA� � A �� PB 121 PG 86 � '^ DB 36]0 PG 531 �/ E 36 $Y iiLTER FABRIC pqRCEL N 4�16]93 � \ I m I m �� Ol Su/vG d, the were DB ]t83 PG 844 i PB 90 PG 12 � Y ae n5 ac ioe � // � �01 � compiletl by photogrommetric � " � � � I melhods, availoble o� the \\ PROP. PERMANENi � � \ I m I � I Geogrophk I�IO��YtOliOn OfiAINAGE EASEMENi I $ygfEm ((�sl$� 50(lWOre u3¢tl n*r oc GREENSBORO GOLE ea I z I � by the Gly of Gree�sboro. � ST 28.65 Ri� 59 �UKE e OwER vOLE 86 i i I I ST 49.99* Ri•6� \ I � I I� I _ , _; - - -- _____ ___ _;_ _,_ _�-- -- - -- - ----- --- ---, -- -- _ : , : , , , , - - -- - -- -- --- -- ,,_ , i � �L -I:_. _ . .'. - � _ � � i � � � � i i � - -- -- - - - - _ - -- - -- --- - ��- - . . . ..- . - --- - -- - - - , � . . , . .. . __ �,.- , , . . ,. . . .:�� ._. .._ _. - _ ..-- �- -�--�..- - - .: :.. -�-.._ ... � . . .- - - -- .. - .... . . . ; - - . . . .. . I. � .. PROP. GI k0728 � � o�Z9PROP. CI M0729 . . - O)18 PROP. CI k0727 COG ST� Na02 � - -- - .-- - -. . . .-.. . -. . : - . . . . . � . � �, : � , NC00T STD M040.16 � COG ST� N403 �1z TA. 84+p0.00(L) ��. ' : �. . . '.. _�� - �. '. �. . ��. � ' �. . . �. . � � . INSTAIL PER x852.06 o Q STA. 82+31.001 TOP=858.82 � � ' . . . PVI STA. 76+40:00 ' - . . . . . . . STA. 82�03.00(R) . o o TOP�B57.B1 � INV. IN/OUT=855.42 �. � -- ..-. �. .- PVI ELEV. 843.78 - I� � I � _ � I TOP=857.87 'm INv. Oui=B5a.af � � � -- . . . LC = 250 - -- _ _ � . PROP. CI N0J230�1 �2nPROP. CI M0724 INV. IN/OUT=854.]] . N� . PROP. CI M0725 . _ __ � K= 136 I - PROP CI a0722 � COG Si0 �402 LOG STD x402 p�Z6PA0P CI x0726 � Nm COG ST x402 �J25 - �� -- - � -. ' ��22 . COG STO a402 STA. 79+05.00 (L TA. 80+75.00 (L) COG STO M402 � m n STA. 83+00.00 (L ' - � . . 8�. : � . �. LOW PT. STA. 75+75:00 . . . . - .. .. . TA. 79+0O.00IR) . TOP=85f.57 . TOP=855.96 . . TA. 82+03.00(R) � � . TOP=858.22 :..gbQ � �� ' ' ' � - � � LOW�PT. ELEV. 842:27 �� , INv. IN/OUT B4B 17 INV. tN/�uT=052.56 TOP-857.63 a w INV. IN/OUT=854.82 �� - -� - -�� I TOP=851.42 �. . . INV. OUT=848.02 . . INV. IN (07251-854.23 > � �. �. �. _ - -- - _ �. ' - l �. ono PROP. CI N0720 o INV. IN (0728)/OUT-853.48 - - -- - _ _ _ _ _ - - _ _ _ - - . . _ - _ - - . . �.- � � - � COG Si0 x402 o rn (+) 0 60% _ _ _ - _ _ _ _ _ . � . _�_ _ . . . - - TA. 78+50.00 fRl � - � - - . ' . ��. � �. TOP=849.89 �� p5% � ��e�� -- ---_ . ' � � �� I - - - - INV. IN/OUT=8a6.a9 . r �i l�� 3�=-� � � . NG�ILI . , --Hi= - -- - �� PROP. CI Y0727 � � � � ' GL lL HGllLI ( � ' �- � , -��_i .. � � �.- � .. _ _ _ i_� . , . ,. . : � �'` --- -- - .- I, oni CO6 STO Y402 aw i ' �� . . . - -- � � TA. 76*41.501LI >J ��I�'� ' HGLZLI PROP 15" ROP61� � f00 00 LF @ OP60% i . I, � __ � - � .-.-_ . . --- . -,-.-.--. -- ,. TOP=849.63 �� 97.4� LF @ . _ ��. - ,.. _.-- --- _ � w _ : . . �� _ , ' .. �. �. ' � o� INV. IN-846.18 ��%i��' 1 PROP ]5" RCP R) _ ------- -.-.• �. - -- : . � PPOP MH #0�13o�i3 �. . . : �r INV. OUT=842.52 �i� PROP 15 RCP R �' 9-�-F�� ---- � - COG STO a400 Ona PROP. LI N0714 - �m �� .--"'� / 41 96��-U.�O%-- -- --� -.- �� -. STa. 73+52 50l LOG STO N402 P 850 TOP 840.15 ' TA. 75+69.00IRI � � PROP CI p0]1] n ii � /�i��' H��1� P�,,, ____-____ __ .. __ .K---�- _ EXIST 76� WL --. . . "�rg50 =_ - � � INV. IN (0712) -836.55--�- TOP=8n2.73 �� COG STO e402 � � � / � � - �' INV. IN 106261 =835. 73 � INV. . IN/OUT=839. 33 � Ta. 77.16 50 (L) a w � � � �'f' �� . - _ -- , � - --- � - . : . . _ i�fP� l -__ � . INV. OUT=835.48 TOP 845 91 > � i� � � / 1�2 5 ..-. -- - - - .; . . PROP. CI M071f o�� on INV. OUT-838.56 w �� / ` � __ . _ _. __ -- -.------ 4' GL DIGOUT G141 - I '- � . . � � _ � � �' . _ . . TOP 8 1.6E . _ _ . . -�� COG 57� na02 o ni PROP. GRADE �� ' � � � ST � _ •• i - � � � - STA. 73+76.00(L � � � �' � �- ".. � - . . A. 82+17.60 16 WL � -- TOP=840.29 �v LINE _� i��%�-- � �. ,- "�� ;., . . 19.54'RT. 1 IGOUT(W9) � � - =G � -i - � . I _ � � . , . � � . .. i. , � f �70P 851 29 i � INV. OUi=B36.89 �m �� \� , I STA. 82+18.80 � - - i�� /' � � � -.. \ : - - PROP. ]5" RCP (R1 I . 15.26' RT. � a- PROP. CI R0712 n° - >4 49.25 LF @ 3. 10% -- - --- �'. � COG TO pG02 0�1� . u > � �- 3�p5% � �� / , �PROP. 15" RCP L � ., PVI STA. 80+80.00 . . . � - - - - - �� STA. ]3+90.001 d W � � (+� - -- J - - � �. �. '. �� TOP-840.46 . > � � � ' � - 64.45 LF @ 3.08% . _:- _ .. . . - � � PVI ELEV. 857.20 INV. IN/OUT-837.06 w � � � ' l+l ].27% i � � � . ' . � LC - 280 00 � E - - - ------____�___-- N��iaia P l0.'�'� � -' . , - � � APPROX LOCATION K ' 714 - -- -- - -- I . , . I '. - �E%IST GROUND OP �SF��"'�`��^� _ " - // EXiST. 4" P�ASTiC HIGH P7, S7A.82+20.00 � � - _____--- pP ba�� - �/, GAS LINE HIGH PT. ELEV. 858.04 � � � LINE � ZBO i � " EX. MH M0718 '� � - --- � -LS!IO . . . . . _ . . ... ' � � � One�EXIST. MANHOLE ' ' . . . . . . . . .. . ' . . _ _-_ - _ i i ' ! . -- --- -. -- ' � � N6LIR1 - " � i i. STA. 78t14 15(L) �. � , . . .�, , I -- .-..--..� -�. �. �.�--- � � ' P1 _i �.i�. �_.- TON=840 64 I 15 PCP �7% � ' -- INV. = B36 9 �, � . . . . . - - -- _ - - . . . � �G� (al � - � P g 00 LF @ t _ - � - � / �t� o�� S EX. MH x0716 INV OUT=836 04 �.. ; �� L �l 1 _ ��- � E%ISi MANHOLE . . . ^ � � -- -� . PROP 15" P �- -� - ,�" � � TA. 77+16.18(L) II� EX. 24" RCP L _ �� JI PROP. 15" ACPIL) � _ - _ �1 � - � i0P-840.07 � 18.94 LF @ 10.00% 'J �� 33.40 LF @ 16.69% . __ - - - . _ - - ' � INV. IN (0717)-836.67. �i I I . . . I � � � � EXIST. 16 WL �. . . . _- _ . . . . . . . . . - . . _ _ . - - - - . .. , . INVV OUT 834.55 . i . .: . _I -- - � -I- --- -I- _ : : - _ .. _ -- __ -. _ _ . _ -- � .. -. __ _ ..: - I-� � . , � ��. ��. PROP. ]5" RCP L �. �. . ... .. .. .. .. . .. .. .. - - _ - -- :.-T -- - - � �. �. 50.00 LF @ 1.27% . . , ; ,. . i . .. .. . . _ �. , � ' . : .� � ;. _ �� . . I �I� . I� . I�� , I� ,, ' � , . I �� i� � �� . ' �' �. . . . . . . . I. . .. . ��. ��. PROP. Ol1iLET d0710 ono ' . � �. � �� . ��. . ... : .. ... ... ... ... .. : . . �'.. .. .-,.- . . � . . ._ ., - _. . . . . . STA. 73�55.25 (R) . . . - . . _ � . �. . . . . . . �. . �. . �. . . . . . . . . . . . . . . . �. , . . . . . . . , . . . , . - 83 INV. =830.20 . .. .- . . ,, . . . . . . . . . . . . . . . .. �. �. �. . �. �. . �. . . �. � �. �. . . �_ �' . �. 74+00 75+00 7fi+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB N0. P-Oa9a5 CITY OF GREENSBORO C_ 7 HDR Enginccring, Inc. of thc Carolinas ROADWAY 2010-010 03/15/11 DESIGNED 12 02 13 BY HDR E N G I N E E R I N G D I V I S I ON aaoso��men��ns«ee�.s��ae �uoo SEWER CONST. SURVEY eY HORSE PEN CREEK RD. IMPROVEMENTS SHEET N0. Charlotte, NC 28202 WATER � � CHECKED BY NEW GARDEN ROAD TO a50' WEST N.C.6.G.L.S. License NumUcr: �-0166 SIDEWALK 2010-010 03/15/11 SCALE:1'=a0' HOR¢ 1"=4' (VERT) OF BATTLEGROUND AVENUE US 220 % OF � � � � OIIKE ;OWEF POLE BB �I1KE PpWER POLE 89 pUNE POWEP POLE 90 �IIItE POWEP POLE 9Z STREAM 5 ��. R -�'��- �, �� E OWER POIE 99 P�i� CIiY OF GREEN580R0 POLE 104 CONT�ii1C7 SHEET SiA. 8<+8<.i5 SiG. 85+IO.ii ��,il , 5 A. 89+35.53 �ly q STA. 94*29.3< t i.i5 T 29.<3 �i Sia. 86+3B.B9 Sin. B)+t9.29 ( BUFFERS ) - �. 33.6. li O� i6.61 Li I QF � I9.33 LL 30.08 Li I� r(f, � .:. �� OBa6 9.2� W X 8 L% 7"THK. 9\O - FLARE6 C4ASS 8 RIP RAP �y�}�. 3aW P. I. 86+87. 12 HORSE PEN CREEK ROAD SECiION / � �0 ST,F�iER FABRICBEGIN ]00' LANE SHIFT 'rS � ., ,, \ ' � SENSITIVE INFORMATION �`� � �gf``a 33.]5' LT y - NA� 83 CALVIN A. P. STANLEY and wife. �� MARIE 0. SiANIEY ZO+OO. OO DRAWBRIDGE PARKWAY � '� � PROP.-�PERMANENT 33.75' Ri d2 N.C. GRID � NO� tO be copied Oi O ''ENO ]00' LANE SHIFT 2855 HORSE aEN CREErc aono � ��" $� �.-. �: JFFF' ORAiNaGE EaSEMENT '.'� STA, g2+�],<9 distributed Wlt�'IOUt the PnRCELry 0152383 � ¢ 08 35W `j� �.00" Li 36W eXPfe55 written PRO .PERM. pRAINAGE MAINTENANCE ..e � 5 O NORTH CAROLiNA pEPARiMENT OF iRANSPORTAiiON �B I�e6 PG el _��_ 35.00' Ri DB �960 PG 290 ANfd IITILITv EdSEMENT (OMl/E) CALVIN A. P. STANLEY OB 1960 PG 30a �.��_----- 2843 HORSE PEN CREEK ROAD 2843xx HORSE PEN CREEH ROAD permission of the CI}�I � a _'-� ' / r � PARCELq 0152385 PARCELq 0220183 � � � �B ]486 PG 44] of Greensboro. DB 2159 PG 45J Q �f� y19� 11.5�W X f0'L X 10' THK I I RWMON �B 1960 PG 290 � ��^�- C1A55 �B' RIP RAPI � � DB 1960 PG 304 �J1 �15i �Y EST 3 TONS SEE DETAIL -� '� � J�'l\ tl l� TY �l'^ ? 10 SY FILTER FABRICI z SHEET 'G-a' I % ��NO ONSTR CTION OF THRU LAN S p�p J PR� � �+ � 15�W X 13�L % 12" THK. �� .wjti �: i. TIE-IN NCDOT PROJECT ��,d' �o �' O - CLA55 �B' RIP RAP - -� TIP N0. U-2524C °'/y. o9a5 ESi. 5 i0N5 ENO SAFETY FENCE �' �: �� \ . S7A 92+q2.21 7o ar� N �: �3z , 14 SY FI�TER fABRIC ENEPGENCv vExlttE dT B IN BR GE Q� � qE� OVE �p P�5�T GRRVEL ORIVEXAV I� I � MEOI<N CRUSSOVEF STA. 93�83.7] � � � BnRBEO WIPE FENCE / . FLARED �- FLARED �SEE �Ein1� ON SxEEi G-2) BEGIN SAFETY FENCE U a3�5 PHOP. ROX END � -[ND SECTION � p� 9�11. ] � U 6" PVC UNDERDRHIN �; / w v E '.�.. / E E E . . \ .�. E�_,E (TYPICAL% ..� " ~ CQiI'MI'Q�-C1IZCg17&t w E E-E E E �- E J-__.'� v ..,.. . �.'' "- ="_ oei� - j oazo 6 '�oea<� �� -c . ��Z-�j ` 4 ��..� RETAIN NCDOT 15" RCP w 1�00-Q9�.1919 E � E F -E� _ �.:d q F �==y�' _ __-C_ __ - '_-_ ' _' "' ""_"_'" _C ." __ ______ � __ ____WM N _n-n_n n-n_n-n_ _ � -. - : . :.1 RCP ... .. .. . . : . N � . ; . . . .. . ......: ......:. .... -.. 18 R :..:�.:IB. RCP �...... 5� RCP.... .. - �..: .....:., . .. :: � - - - - _ - - _ _ _ _ _ _ _ _ _ _ _ _ N �YLOCOTM �1NORTIOIIOflIu � 'i x Bt � �� .. -� �� .. ^ �. �5 . :.� .^. -� - - � r .� - - OB] �� O82} � �2E'MODE - - 0825 RWMON � 00-LANE� ..- ae 9 �]' -- -OrC�� -_ _---IPE W w o38 � � z. o � � - - ¢ . � #�^(�RSE PEN CREEK RD �a� - � . _ _ _ - - o -. ,-�.. - - -�- - - - �� zo j� s' � �� . . w coc waie� ae,a,«e: OeDI. 313-2033 � •]fi.12 - - 52 0 %. a R P - - - N . __ __ rv .-- �. ._ __ ._ - . . __ _ . . 33..)5_ __ . . _ . n . . �.� .. . . . _ . _ . z C _ _-- -_ - - - F -�.- �_-� -N GO�i iraff�[ 5�9na] 313-2606 - aen � ia -- - - - � �_ - �� F+ - - � 89 00 . 90+00 _ .�T7a - _ . . _ �a _ _ RETAIN NCD01 15" RCP � coe/ew�roro co. re�emm 313-2084 _ _ 86+00 � �. 88+00 ^7 � ��1� - �- - - 1. 0 - 07+Q i. . . j00- inPEP ^ N 22.05 �a.�--�'j+�0 ....-� �� .. - J��.�-� � COG Xater Su001Y 3)3-5855 �. O foo��vE� - _. . - -. .. ,., � ,. _ -.. .,. . �-_. o�a . .. -- zoo� sroaae� oeie a - . � - . _. ° 03 E _ _ �.za- - I' O Tanxs/�reeamenc r�ancs . ' _ �p PP o q 85+QQ.. . . -..155' STOP4GE _ � e� ... REMOVE EX. I ... . . �.. _ �. '_�. . .�- _- - � � - - - - - - � � � � �- � � � e � � � � GOUi Starm Xater"_ _ _ _ _3)3-2569 O - - _ ^ � -' t5" aC " _ o �.. _. .. ¢ ., . ,o acn+ovE ex. ce ^ -_- �' �_` .oa� -LL:.'_oav - e... RETAIN_NCDOT. p� _ _ e e e e v == 1 O : 4 �� sz; O. �` ' - m_ . REMOVE EX. CB _. r REMOVE Ez. 15" RCP � � la�ytn �oPl EMAv O ' _ _- -_ - 94 �.� - -��. O + -:. ' - _. . . . __ - . _-- -_ ---_-- .. . . .. .. - ::_- �, WE . BEM�VE�X L� �-. _ .. -_ - _ ' 1 25 E'` - - - _ �-r ��..: . .:. � _'�__� . rf 5 R . . � � - - -- �:_ ^ No3'S�.3t"[ oeiZ 33.�s OVE-EN �`r" RC � - ' � - ��9 � . oesi � - 1 i Ex. v _ _ RETAIN NCOOT 15" RCP _ � . _ N - - - - -r ' 0.3Y 4�3� � CONVER 10 ' LANE SNTT � _�B� _ N04'01'25"E � �� - EX. CB REM � �'� . . �N � ��s - - - a,, - - -- - ---------� NP ES w � ' �.:'�:.�:. . . �� -. .T .� ._ _ 0 5 0 0 5 - � .., .... -�. F E AN Ez i5, :.:. � �iOz"`9 w Z _ _ � _"_ . _- . f . }.:: .� . OBea � �� . Q o a .. ____ � , + ,� r F F E_ � r .ay. . �" w, -' �� ca�oe<� '` -�� c'�..° p II a a RETAiN NCDOT CB Z Gen i711 � � _ 4 .. ... . :. V wAtE �� f `� 9 �3z�`� � �.n � - RETAIN NC007 F -E -6 E� \\\\ y eral Per J .. � 1 2501 '� •t? � OB33 PNCK"e' � a6O�. Eiq�N ` � OB2 �/��FE RJ 3a 00�- - �C � 1$� P r_�RETAIN N�DOT 15 RCP = Applies = I . DRAINAGE EASEM\\ \ � . . _ [� r 8� I � ' 6' SIDEWAIK � "_ R ..�. 0839 RC �� - � R�TAIN DI U EXIST 16 DIP E a�' �P 5 Ek REMOVE NCDOT' W W �iLHLL LL1�LnF II-TIIRN PLINE PROP.GERMANENi � � I• 3 55 ai BOL / �. h . 9, I PROP.��S5-: PEPMANENT -_ q� W W Q� q �5 � 081511 I5. � >AOP. FOX� R �� R REX�C9 ~ � �qAINA(iE- EASEMENi 15�� RCP Ex15T PERM ViLI�T'Y ESMi ND RE . F0� RWMON P Q NO SaFEiv a4 P .�� .� `5 GP 083 EkwCB 0839 � SiA. Ba.B3 00 REIAOVE EX. 15" RCP � } N ,I } � N V � � 50.<0 � � aa� __ _R 5q�.' �TA�x. ,5 RCP � 9 TAM EX. DI CONVERT NCDOT CB DISTURBED AREA = EX DI � O �:.. --� . ., . -_ -fk � tP\ �' �CONCRETE OFI E� 09�0 Y _-� ,' REMOVE o I I E�q� �� E%. �� EXISi. PCRM 11TILITV ESMT �5' n6.Bfi T� �B c� f -� , + - � --- � NO � F. FOUND RCP PROP 16 WL �f 9^ 46. 6 Acres E �. I. � .0' i,�c -�^ , I �^ (�iI�1iY WORK BY OTHER$) 9� F � �r I 11� ` @ � .. CI <- _ ' � EXIST. 6" WATERLINE o� %g � WATERLINE P I :I / '@ T F I.. __.-I , Ilm m z �C`O ' � 114E ��. 18333� r 9. '. I I,�.4 . __ J I I II� .�i 9� N 116E \A� GFEENSBORO MONTESSORI SCHOOL a F' �� •0 . a J Q� S , I� J II ��m �I�? � s� o GIS DISCLAIMER S 'b 2856 HORSE PEN CREEK ROHD CITY OF GREESBORO 3 >>.a . .5 .o ;,H�F.o I@ i �� Objecls on lhis moP shown 7^ v' � AWBRIDGE PARKWAY 28�0 NORSE PEN CFEErc ROAD anacE�q oo9eios e 5 09" E I , DR I � �FiqE �Ia I� I whn o dottee unesty�e were OB 3610 PG 531 � 3 �.a .� � SEE SHEET C-25 FOR PROFILE Pnac[�p oo9sii5 P6 121 PG 86 ..., S. SiqiION) II OB 4812 PG a33 �Ol surveyed, they were as eo ac iz 3� � �>>SE =�„- � Pa ie5 ac ai compiletl by photogrommetric LOi 1 I II I I CIiY OF GREESBORO �--- -- II -"� I END CONSTRUCTION OF ORAWBRIOGE PAtiKWAY i '�i � '� zeee NORse PeN caeeK Rono _ NEw �or i-a melhods, ava'loble on the STA. 71+60.0 �. I �� i � �, � �� anRCE�q ooseoes I i Geogrophk Informolfon o �, i I �� °Pe�aea Pc a 3 �� b�the C��y�ot Greensbogo� ry ., I I � I �_ � PB 16� PG 5 �� I�- NEW LOT I-B I p�KE POWEa PpLE iO3 CITr Oi GFEENSBORO cOLE 9i I rI [lix OF GREENSBORO POLE 93 DUaE POWEF POLE 9< CITr Of GFEENSBOFO POLE t00 i DUKE POWER POLE tOt OUKEiPOwEF POIE �02 SiP.86+50.]0 I':�� I I1Ol ~I I-v � SiA B1+3290 SiR 8�+2 28 SiA 89+36.�9 � ST3659RT�25 Sj�Z61RT�Z ST26.93�PT�46 99.01 Ri �I _ illl Ifl .i � n. 3<.33 RT 100.53 RT 39.93 Fi I I , � , . _ �,, �, i. _ = t � I . . i '�. .. I ' -'_ i '� -�L -I:_._ , .. . _ . .. : -'- ---� -� . -.-. - . � _ . . . . . . . . . .-. - . . _ . . . . . . .. . . . i � � -'. _. � i -: � -- - - - !__ . . . . - . ' ' . :; , - . . . ��- � '� ��- . --f . -;~ . . . . . PROP. CI x0820� . � �-1-I �� .. -�.- - _ __ - �- _ -- - - - I-- .. .. . :. � COG ST� M403 0810 ' . --- - - - ' --- - .- . - -- . . �. Sia. 89i20.51 (L _--- '- . .- --. .- ---- ---. - � � � -. - - - ! . _.-.._. . . . - . . . ', ��. . � TOP=858.79 = . ', - . -- - - , --- � ,. . .. -. . .. . .- _: - � � OB1B PROP. GI p0818 ; �. INV. IN (08231 =855.28 �-- � . .-. . - - � NCOOT STO N840 16 � � � � :. � , . . INV. IN (0818)/OUT=852.54 -, ' - PVI STA. 92+57.21 �-� � ..- � - - - , .. -. :. - _ . . : . _-.. . -.-..-_ .. . , . . . . . . . ' ___'' , , ' , . , . '. �,, .� ,. ': -,. ,, -�,- , NSTALL PER X852.06 ; �. . . ,. ,. . . . . �. . . �. . . . . . `�. � . �. � . . STA. 89+20.511R1 � '' � PVI ELEV. 860.04 �. '. � � : �� ` ._. - -- . . I = . � . . �. �. . - � . . . TOP=859.02 -�. PROP CI a082 . .. . . _� _ INV. IN/OUT=852.75 � COG 5T0 N402 0823 j KC_= 18028z � - - . � I I __ ! - -- I, STA. 89i48.001L PROP. CI M0825 - - - -- -: - -- - . . . P.t. DRAWBRIDGE aezi PROP. CI e082] � tOP=050.82 �. COG STO xn02 oezs � �� LOW PT. STA. 91+67.21 . � - - - i �. - �� -- � �� PROP. GI X081] I PKWY C D M403 INV. OUT=855.42 SiA. 90+55.00(L LOW PT. E�EV. 859.77 �� - - �' ,. ., 8'70�^ � ,. NLOOT STO X840. 16 . .:. �.: ' �. STA. 86+87.12 . TA. B9�20.5] (Rl .. .. _ . .. .. � . . .. .. . ., - 1, ,.- , . . Q_,_ . _ . : - ---. . SNSTALL PER M852.06 � TOP.858.79 PROP. CI NOB24 �2a TOP-859.13 . . � . . � .. . . _ .- � . .._�_� I , �" �� ..� INV. IN (0824)=855.28 COG STO p40 INV. OU7-BSS.l3 i-' �. .. -� - - , -�- - t'r STA. 84i82.001L1 I STA. 89*48.00 � � � � - -� ��. � �'�. - � TOP=859.55 � INV. IN (0819)/OVT=852.91 TOP=858.82 . � PROP. CI X0826 o8z6 . �. . . . - � � - - - � � � INV. OUT=856.65 � �--� oa3� INV. aui=855.42 COG STD 8402 � � NCDOT PROJ. � _ �� . ��- . . � aei� PROP. CI N0817 STA. 90+76.00 fR . TIP N0. U-2524C �� . . . COG STO xa02 � I-I-: - - _ . � PROP. CI XOB10 OBsS PROP CI k0845 TA. 88a70.00 (l) T�P=859.20 - - � �. PROP. GRADE LINE ' � LOG STO N402 oe+o �� INV. OUT=B55.80 �. ��, '� ' COG Si0 aa02 TOP=858.08 ExIST. CB X0833 �33 I �,m � I � �� I -- - SiA. 84+ INV.� IN/OUT=852.16 � . STA. 89+55.00(R1 . EX. GI #0827 . . . . . N m �. �jy- 82.00 (L TA. 86+45.951R1 082 � � PROP. CI x0729 EX. TOP=859.47 X � � ' _ - - _ � . COG ST� k402 on9 TOP=859.32 TOP=859.93 0 . . ' . . , , . ,, INv. IN/Oui=855.e5 1NV. IN/OU7=855.90 o rn INv. IN=85a.98 STa 90+79.95 PROP. CI n0829 v� - � STA. 84+00.00(L p o m p INV. OUi=85d.05 TOP-858.67 CO 5 0 ad0 0829 + m � � - -- -- - �� TOP=858 82 N � '' � o�- CONVERT TO MH INV. IN/IN=855.27 m � � - - - m u -�� Q� �o+ COG STO a420-A INV OUT=855.12 TOP=859�48.00(R � � -- - _ � . INV. IN/OUT=855.a2 PROP. TOC RT + � m "' TOP=858.87 PROP TOMC LT/RT INV. Oui=856.25 a w � PROP. TOC LT m n . m . +m . . . . . _ _ _ -. . � - - mu m�n .. H� . t*1 0.60% 0�6��y >w PROP GRAD u> PROP. TOC LT ---- ___ � __ _ . -_�-�-- ---___-_ LWE,�. >� PROP. _ - > � 94% � � __--- -----�= w 0�61�� 03�% �w --_ _ _ -_--- - ---__- - . . - __-__ __ __--_-�a � --__-_- - _-_ -____._- ___-- � _ _ TOC RT � (+) Q 0 30� - - _ o � - - - - - - - _ _ - - - _ - - - - _ - - - - _ _ - _ - - _ _ - + . o� 4" GL DiGOUT (G15) EXiST -- - ---- - END GRADE ry� -- ----- --- 8 � � -_ . I -�. �. ' : TOP 8$6.4J GROUND . PROP 18 . TIE IN TO ' EX. CB Y0830 . . - 50.5f LF NCDOT PROJ. � m I T APPROX LOCATION � � +m . HGL lal STA. 52.529RT. LINE -. RCP IR) _ _ _._ ' . _ _ _ _ __ _ H L R ' IP + � _ _ _ - EXA TOP�859.33R �3o E%IST 4" PLASTIC GAS LINE ' �� -�� . . I- �. � HGIILI . mn : - -___ . __--_ @0.50% . - _ - -_ -_ - ___ _-----__-_ �. �'. .. ..-- .� PRaP. _ - _ _ _ NII 11 �5�45 - 7G - SN� YIV�O � _ _ _ _ _ - > 1 qCP - �- ��- � ROP. 75'- RCP �q " �GLIR) i � HG�ILI ELEV�B595r-- PROP. ]5" RCP(R) --- - -� PROP. ]5' RCP(L1 �w 90.40 ��a��- OG STD N402 MGL(R1 �.29 LF @ 0.50% CON E J�� -- � �- � �. 82.00 LF @ 0.52% . �y _ _ _ _ _ _ TA. 87+45.00lRI - -' - � . 4 > 9.17 LF @ 0.50% OP=858 33 � �� - - __ . _ - _ . �l � '��, d W 1 T Z� I . . . � . .-- _ _ _ _ _ _ _ - FfO� ]5' RCP lLl - PROP. ]5" RCP (RI TOP=B59.45 � \ . ;` H L PROP. 24" �/ .. PROP. 19.. RLP (R �. ��. .. _�.- - - A ' T - � 32.96 LF @ 2.43% �8 03 LF @ 8.40% INV IN/OUT=053.79 � �.�HGLIL). . R�PiA) P 15 R P 76 8 L@ 3 12% EX. ]5" RCP P _ _- . . . �. .___ _. _...._. H i�l % .50% 3f.00 LF . .69% .- --. - _______ ._____ -._._ ._ _. .. � _._ .�,{ - . .. � _ -.-_ _- _ __ - --_ -. . . _.__---:------- J - --- \ - -- -- _ . �: -- . . . �. I . . : . EXiST. i6 WL _ _ _ __ __III__ . � � @00 _ _. _. - _ _ _. - _. _. _ _ _.- __ ._ _ _ _ _ __ __ _ _ _ _ .. _ � . _ -. - - _. . . . '.. '. . _ -___- _._ - .__ H . _..`\_._.__. .__r, 50LF��/7X _ ___ _ .� �_ - _ - . '. 2 0.07 LF @CO (L) @ Q � _ 4 RCP IRI -1 __ `_ _. . __ _ � oeie =� ? L . 11 ,. . . . E%IST. 16•• WL � ,� --. -'_ � PROP CI MOB72 PROP YI M0813 __ __._.__ ._�..__ -__ _- _._ '�, - .--.._. __ _'___-"- _ .- __-. --- - _ .-- . �. . . � -- �_ . . HSO ...� �._ � --�I� COG.5T0 M402 . COG S 0 N424 � PROP. 18 RCP L - ._ .._ . -- ; - - � � _. _..__. . . ., . . . . . . �. . . SO . _- '-_ - _ / < SIOES OPEN 25.81 LF @ 2.31% � - - ` � -� -"--- �� EX. GI X0831 a - TA. 85+56.00 (R) PROP. MH k0834 END GRADE � 1 ry y N�31 8 � STA. ]0+63.00(R) PPOP�. OUT�ET M0832 PqOP. 1B' RLP L �, � OBJa TIE IN TO NC00T PROJECT STA. 92+47.261RI � � I � ._� .,� _= TOP=B59.75 TOP=857.63 oasz PROP. 78" RCPfL) � COG STD a400 tOP=860.12 ... . i o � - - INV. OUi=B56.35 INV. IN/OUT=854.30 � 5 A. B�i95.00(LI 75 00 LF @ 0.75% 50.51 LF @ 0.75% STA. 89t55.00(L TIP N0. U-2524C INV.=851.00 . INV. IN=855..94 . . '. 12" WL DIGOUT (W101 oe�s PROP. LI A0819 H'ATER VAL�VE DIGOUT � TOP=858.93 STA. 92+q2.21 . . . � r COG $1� Nd 2 i6 WL (Wil) PROP. 15" RCP R) 1NV. IN (08251=855.23 ELEV = 859 97 : � � T�P S�Z�92 TOP 8S1.OJ 27.49 LF�. @ 0. 0% INV. IN (08331 =853.65 ' � a. -i . TA. 88a70.00(P) . . _ . � � O � _ . �._ - STA. 86+7�9.27 TOP=858.88 STA. 89+02.23 � PROP. 24" RCP (l INV. O11T=852.98 , 0 i _ i._ �a.3e LT. INV. IN/Ot1T=053.16 20.69' RT. 32.8f �F e 3.00x , SEE SHEET C-25 FOR �RAWBRIDGE PKWY. PROFILE � ti - �� PPOP. 18" RCP(R1 PROP. 15" q" GL �IGOUT G76 � � � - 1 � C � I, --- PVI STA. 86+40.00 . . . . 32.96 LF @ 0.50% RCP(L) � � - . . .' . . . . PVI STA. 89+00.00 TOP 850.46 � �- - - 1 a v ' __ - - PVI ELEV. 060.56 pVI ELEV. . 858.9fi PROP. ]B" RCP(R 2@�0950% �. STA. 89+44,69 . � . �. . � - � I I - KC= 165 lC = �� 120. 00 16.14' RT. , . . . . � � 41.96 LF @ 0.50% �� I I� I . � Z � . - '. - HIGH PT. STA.86+38.80 . K ' �: 131 . . PROP. OUTLET x0822 oezz � - : ... ��. ��. � ��. : ��. ��. : . . . . ��. �� . . �. �. �` I . _ ..�'�.�� HIGH PT. ELEV. 860.25 LOW PT. STA. B9i20.51 STA. 89t36.001L1 . . . . . . . . . . . . . . . . . � a �. �,� '. : . INV.=852.00 . . . . . . . , . . . , . . o N . � , �. . . � . �. �. . �. LOW PT . EL E V .. 859. 08 . . . . .. �. �. �. . �. �. �. . �. � �. . . �. 0 0 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 '�� REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB N0. P-Oa9a5 CITY OF GREENSBORO .sm a N ROADWAY 2010-010 03 15 11 ��Q HDREnginccring,]nc.ofthcCarolinaE �� DESIGNED 12 02 13 BY HDR ENGINEERING DIVISION �oti aaoso��men��ns«ee�.s��ae �uoo SEWER CONST. SURVEY eY HORSE PEN CREEK RD. IMPROVEMENTS SHEET N0. c�i Charlotte, NC 28202 �N WATER � � CHECKED BY NEW GARDEN ROAD TO a50' WEST 3� : N.C.6.G.L.S. License NumUcr: �-0166 SIDEWALK 2010-010 03/15/11 SCALE:1'=a0' HOR¢ 1"=�' (VERT) OF BATTLEGROUND AVENUE US 220 $ OF � DUItE POMER POLE 105 � DUItE POWEfl POLE 106 UUME PONEF POIE �0'I OUKE GOWEF POLE 10B Dlll(E POWEIi POLE �0 DUNE POWEF POLE 112 DUKE PONEF POLE 113 CONTRACT SHEET - -� \\c Sip. 96KB.i'I I � SiA. 98*50.33 Sia. t00+i5.t2 Sia. t00+5t.e2 STA. 01+90.<6 STA. 03�05.6< SiR. 03�05.6a � - � 22.i4 Li � i5.20 LL 2i.9> Li 28.30 LT 32�i1 LT 33�19 lT 7 3J�19 ti P� OF P°ti �'� CALDWELL ACADEMY DRIVE CALDWELL ACADEMY DRIVE L � n `�so „J _ �.�\ PI = 11+61.711 PI 12+47.55 ca�owe31 acAOEMr ' GRID ' ;� �} y�'o ; DELTA = 5' 21' 04.46" IRT) DELTA = 5° 34' 38.80' (LT) NA� 83 ��r SENSITIVE INFORMATION 'F s` T= 42.06' T 43.84' ,.�, y��p �- � \ PnacE�q oo55osa ; e �j. c^y� � R= 9�0.�� R= 9��.0�� 2900 HORSE PEN CREEN ROAD � N0� t� be CD led �i �s BEGIN f00' LAI�E SHIFT = _ -_= P sra. �e.qa.ai ARC = 84.06' ARC = 87.61' oa as9a vc is� yL. y 6° 21" 58.31 " 6° 21 � 58.31 �� DB 4]56 PG ]8 REiAIN E 15� RCP� �� distributed N/I111��J l the JB -, I 3 OO�LT CH = 84.03' Chi - 87.58' oe 4911 PG 469 - \ �O �-� Ci � �B 6300 PG 2059 - P�; eXPie$$ �Viltte(1 O2 . � � o f1 SE = NC SE = NC ae i35 ac sa m t 36w �� R3 � ., � � ae >>> ac ao ^ r ,, i pE�miSSiOn Of thE Ci}y Exisr. onnuc EnscnnENr __. � . m NORiH CAROLiNA pEPARTMENT OF TRANSPORTATON � p I =�- p , � �QT � + � �+' � Pa,�, Pc Qo .. of Greensboro. 2893-2895 NORSE PEN CREEN ROAD O .� � s. PnaCE�q oo96on I BEGIN CONSTRUCTION OF � m EN� CONSTRUCTION OF Q � �, oe aaas ac zsi � � CALDWELL ACADEMY DRNE n N CALDWELL ACADEMY �RN .. m � l\� uusj � ^ . - ^ STA. 13+00.00 + Q� J�I ll iY p� RETAIN NCDOT 15�" �tCP exsr. 20' aoND acce55 P� +7 6 „ u . � m � o�4y STA. 11 +55 00 p ESMT PB �1 PGaO E . ^ 2 ..I a . RET�iN E 5' RCG ��` TIE DI TO NCDOT 15"�2�P a - _ E -. - -� r a . E a - E -= aaoa. aox - _ -- _ - - q�- - �4� Q , � ._- . C e.: C e . � _ _ � ... _ �. --- - O 7'" ar� N 2 .. - � . - � 0 -_- -_. --- ._. - � _ __. ._ _ . _- _. -_ _ RETAIN Ex CB � � E U �ti �AIN.NCDOT 15" RCP .s II� N 3 46" 21' E -11+0 e::i ^ o m nsarn�r oncve � N 3° ' 47" E � `- a ,. '�. U x- �, I 10+00 RETAiN NCDOT CB �` "' 7 p' �- � . � 15+00 c � J � L _. - - - -E ( ANO p' a-' 'P v. � "' "' S OO �) . 33 �- :: . - 14+00 - E ,. E ElE .. . E ..-'-_' �-� : � HAOlBYQ/Dilil � _ _ a _ � : REI ,N�T�B I- - .� --_- --_ FESi IGN:. .29] �� 9_ -33_5 _ E _ E. E E E-¢ __ __� -- CQiI'Ml'Q76-GiZC'817� w r� � i �. � _�- _ -. k0„6]_ _ 60 '" -' " 1 " _ L- _ _ " _ _ .- � . . .. . - _..' ._ _ _ _ -_ w 1�00-Q9P.KN � C -.. .- , - _.. .> . . . . � � _ _ ___ ' _ . W _,r n n_n_n a nl�` � . . . : .. ' �� ..- - _ _ -__-____-__-_-_ . ..-. -..- _ _ ._ , . . _ _ _ _ _ N � .. . ._ _ _ _ _ . ... _ _ _ . . . . _ _ _ t/� - -- ---r� -- --- r�t -- -- . -- __� - ._ �� _ .. .. . .... . .. �.oea�..�M�omwMoN� � -- ^ � 091� �� CMyOi Rd w J-- �04- 1-=- '�--, L- ,eEraN nicaoT i� Rca� - ♦ _ - 33.�5 COwxERC1AL oA��e... H RSEPENCREEKROAD • = � - - �� / - - - - - - � 091• 9.06 � C 0 G. S 0 NO L16-8 P W U� z --: � -..- 2' - . - - RETAiN NCDO7 15" RCP __ __ 9+00 - - --- - •3 � .sz.s_ip2fQU--�'S- --..•.is _ _ __ - 104+D0 N� . ' n - � x W eoe waie� aesa��ces OeDI 313-2033 ___ _- ----_- + - _- ------ , %_ �- �� -��a��_ _ _ - . __ _ --' e emm - �o �os = O .�I-_-_._ JfiaO� � � `Jtl �0 �s ��am. . . . . . . . , . . . ' . .^ _ _ _ - - _ _ _ . . . - - P an 5 3)3-5855 _ _ .. 101+00 � 4• 0 _ ...,_ - �- _ � _ u . . . - - _97+ O � � m � m m - � ,. 230' Si0f1PGE � � �1O � 'P q ^SB o+30.503 � < _ 1 �oo - _ --- - -- - - - - E O GOUi�Sta?meXa�teY`r'' ` 3)3-2569 �.,��mma��m m�o � -- _ _ _ _ -_ �� eaem��:�ze�e�e��me�e .� _'-'-'_. ---_-- : - .. " --- __ -- - _ _ - _ _ _ .. 0 i0 O N 4° E ' _ __ __ . :, m T/ .. �).]5 .. _ .a 4 ]05+00 _ - _ _ ._ O _-,:?_ - �_ _-�_ ;-.-. ,._-.__.. _- _ -��. .,--_--�_� ---_ --- .. __-, - ...-_ .... .s>> __ _ " � EX.12"R ae S4R<G O - - _ � } _ _- - _ - _ � -� � - - - ° -- -_ ---- ---- „-_-- _ _== __=� --� ^ _-, - � ��Y s 1 --- -- o Na D Pe z ^ ) )5 r L N W ________________________ r/ a a a a�.IFRAJ- - . .. - .-;_ :....� Q3'03'0 �-� - _C-.- 4`' ,�wa�.-F---E - � f -� - �3a6 PG 2015 ,.�. � ��E Z _ _��o�,� �- � � - \ Gen mit RETAIN NCDOT CB G�!. � 3 q 86.63' A *A��' W- �� 3�- � -- E _e-� � �B � i PERM � ei� I r J 4 ^ E%i5i PERM U W iTY�SMi _ __ ��IN aF6 `- �P SN_ - - - E�� /�� , � TiLITY ESMT Z � RE7AIN NC�OT 15" RCP �RLT WCDOT 01 ��---- GRA°~ E� �a�°E �� 6"PPVC UN�ERDRAIN /� �. i j� os Zoa6 J Appl ies FOUNO FESEt �IGN `� Uh.o W - C.O.G. SiO. N0. ]6-B EXISi. PERM UTILITY ESMT ��BE �TYPICAL� aa0a. app 1 A I'. / ' � w w w��}� �i��T �-�� v- w w � W TIE'IN NCDOT PROJECT I'� 33. �5 �T 19 Pc 29„ cn�awe�� ncnoernv EXISTING �e- ' �.'. N 2° 19' 32" E �34;J �� U Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W ENO ]00' LANE SHIFT 2901 HORSE PEN CREEK ROAD OIP MATEALINE .i :., 0. � -��.�,� I- RWMON �_ � COMMEFCIAL OAIVEMAv DB ]4 o-RETAIN NCDOT CB � � DISTURBED AREA � � BEGIN CONSTRUCTION STA. 99+92.2f -" ��'� PARCELq 009fiO4J (TO BE ABANOONEO, o ., I Q � Q _ DB 5935 PG 641 AEMOVEO BY OTHEASI w " TIP N0. U-2524C 33.75' RT OB 6300 PG 2059 i'a� 119E � � � STA. 90+9z,p� oe �aie Pc z9n Iq�� 46.6 Acres PROP. 16 Wl \ � � TiELMA LEONA JESSUP LEDFORD ��: _ IUiILITY WOPK BY OiXERS) BECIN 100 LANE SHIFT RETAIN NCDOT 1S� RCP _.._ - --- _@I - - _ -- { k� 2903 NORSE PEN CREEK ROAD ? o ST . 98+92.27 - - - � - , _� - ,- � - , - -�� 1 � vqRCEL,y 0o96o�t �,I� 116E 5.00' RT -._J. `. .` .. -. � `a . e �Yeipj.� q� ��i� � : �N DB 2602 PG �a� m NORTH CAROLiNA DEPARTMENT OF iRANSPORTATiON �� " �'�� pB 1960 PG 314 I � ,,,E 4� I � oB ,,,6 P� �0,5 +ZOE GIS DISCLAIMER f) �� MA VN BASCUM CASE JR. P N.C. DEPARTMENT OF TRANSPORATION ��' � �� on0 OSEPHINE JESSUP CAS ObJ2CI5 O� IhiS TOp ShOW� � �� 2895 h'ORSE PEN CREEK ROAD � 2905 nORSE PEN CREEK ROAp W��h o dottetl ifnesly�e were J` OB 6594 PG 324 N I � 9 - HORSE PEN CREEK ROAD ,� an@ce�p ooe6o�o nol surveyed, they were �o F• '� P� - ��q{qz,sz � �8 2068 PG 668 compfletl by photogrommetric % y Q oe tieso cc sia ,p f DELTA = 1° 44' 31.40" (LT) � � melhods, availoble on the �B � 6 PG 2017 � T = 95.70' Geogrophic Informolion � `�o P �� R= 6.300.00' � System (GIS) soflwore usetl \ I v�,\�+ ��,�� ARC = 19t.54' � by the Gly of Gree�sboro. � c`�s��o�, OUkE POWER POLE os 0° 54' 34.04' a ��S�in. OOi43.60� �H = 197.55� � \ z. 53�98 lii SE = NC DUaE POWEP POLE t __ - - SiA. 02aB8.60 � DIIKE POWEF POL ti pl� 3'l.]3 Fi IRF SiR. 05�2I.59 25.i0 FT - . ,-, .- -,�_ _. . . -i -i. I I ��i � I. . -. �� -- _._.--� --:-.. . :--: .- ---:: -1_: I .-�__�` -�_ ______ =1 I I ��-:�-. .I , ,- - �� f .:� I._ ..,.. . . . . . ., I � i L : I: f . .. . ' j �-�L -I:_._ ', ��.. � !---- --��-�, '_ - - - 1=I��, ' =1 � ��I� � '_ _ . ��- - � - -- - I�'�_ -�J--�.� _�_,_._. i �� PVI STA. 106+80.00 - _. . .-. �. -, _ - _- - - .- _ . �- - . � . PVI ELEV. 864.86 - . . . - - -_ I- y � . . . . . . - �_ - y -I. -- . . . . .. '.. - . -.. _�_ - y ..-I. _- -- . . . LC = 280 . ' _ �,� _ ._ - . : _ . -- _ _. . .. ..- - - - . - 1 2 - - K = 0 ' .. HHO,-�. - - , - _ �I . . - . . I. . '�: . -. . . - . : HIGH PT. STA.105+40.00 8� . � . _ , ::._- _ : .,-- . ,, - . . . . . -��-, _ . _ - . . . . �. ._. .. _ �,. . --- . .. . �. _ - -- ' � _- ... .� -, - ' ..-�-� ��' _ . ..� .. . �., END GRADE � - - - �i HIGH PT. ELEV. 866.59 . - .. - _ .. _ . : -' . . . .. . _ -- �. � �, BEGiN GRADE . . ' � NCDOT PROJ . � . _ - - �' ' . _ _ - -- -- TIE IN TO NCDOT PROJ. - - - �� -- �- -� - - MILL AND OVERLAY � TIP NO. U-2524C � - - TIP N0. U-2524C = . . j � � - - � �--� - '- EXISTING PAVEMENT STA. 99+82.21 �. : � � �- STA. 102+4221 -- _ _ __ . .., I_ -- - �� ELEV = 869.76 ' � � '' � . ' ��, -- � EIEV = 867.49 ��. - - -- ._ i � 1- �- -- - �. o9t) PROP. CI M0917 � I -I-� �1_ -- �_ o9i5 TIE TORNCOOTISvSiEM . . . N Q � �' �. I -,. ,. . . COG STO M402 � _ - ~,I A. 105+87. 00 IL) - - -- - - -- NCOOT STO M840.16 . . - - - . �' . . . . - - TOP=865.61 -- -- -- � .- _ - -- -- ..--- - .- ; ni n ___ _ _ . . . -- --- .INV. OUT=862.21 - - - - .- -- --- INSTALL PER X852.06 � � m �o --- -- -- . . � . . - � -- --��_ - . . _ -- STA. 98+87.21ILI �. . m '. ,. ,, , . . . . , - . . -- � � - . . TOP=866.03 �' � rn n PROP T01v1C RT � � � - INV. OUT=863.15 ; ��.., . . . '. . . . . . - � . . a� � - � - - � a 'w - PROP. TOMC LT . � � � . I-- � H%O � . .. �, _ -��. tV � � �� > � �. PROP. GRADE � + 65 1.24% � . . �� .� �� H%O �. ..- _ . - :.- . . . _--__ . - w 1 - - _ � -- ' -�- Nui �-. � LME - --- --_ --___ \ N _ om " - o�� - NCDOT PROJ �I mm -= � -oo --- � � . �w � �- - � TIP N0. U-2524C - O1 ° � . _ _-- . I PROP. GRADE LINE�- , . ' �.. �.. �. a� _ �- �_� �.65%-__��=- o� . -_-_-.-� _--_-',� _ om : -.----jw 1.24% . - -�� . --_ _ . . � �m � -_-___-_-rt- -------__--___ o_--__ .. . � -_- -. � �. � . w l�l � 94%�� . pPpR04LOCATIONGASLWE �_..ja�-' ^ __--_._____--_-- _- � EX T.X„ p�pS�IC_ _-_ - o� ' .. F> . _ _ PROP. TOC R7 � . I _-____-� ' , �= ,, .. -- : _ - . � � �' � �. 6- � - - c�'w . � J �. � I > J _ _ _ - �R9P-Lf2C L7 �. - �_-_-___._-__ . ' � � � _ _ ,_--- ____ - - � ___- _ _ _ . . .- ��' �_ ��-- >w � � - 1- �� - �__ li_.- -- i' E%IST 16" WL.� -- - w _ _ _ _ _ , 1 r _-- --- _ �+-- __ - -- - - - _ _ , _- ---- -- __ __ __ ____ .� -� ' � Ex. CB x0914 ' -_- -. __ ._-.- � - . . � �._�.�.� � ' _ H� � � EXIST � � � � � EX 15" RCP (Ll STA. 98+87.�27 (L) �ts � `� ''. -. -- -- -- � - - -- �. �� 8� . . a . . -- .. . GROUND � �� ' 31.75 LF @ 0.50% INV. IN=862.99 ' -- - .' � � � � �.... -- � -� '-- - - � -______ �� . �� -- -- v . I .- .. ._._- LI�� '�i � ,. -- �. -- --- -_ PROP. 15" RCP L) � � -- �� -� - 49 81 LF @ 8.0]% N . - : . . � � . _ --� �,- - - - (70 BYXROEMORSD� _-- -- - �-�- _ - - - _ _ � "F __. ..- - - .-- -- - �� . �. --- - � �-'�� . I__ _ PVI STA. 101+90.00 . �. � .. .. : . -.- .. - PVI ELEV. 870.93 � ~ �-------------_- . _ -._ . =i ... .. 1 -!,� I� ,� . -� '� , � _-- . .- ! . .. _ _ - � _.- . . . . �D .: , __ . �, ^-_ _ ----- .._,_,_ . PVI STA. 98+92.27 _ LC = 280.00 . . . . . c i _ _ , � I I }�_ �_- ' ' EXISL�.76�_WL _ -� I.� I I - PCI_ELEV. � 880.00 . ' I HIGH PT. STA.702+10.09 . .. �. �. �. . �. �. ��. �. ��'�,. � U , ' . _- .. --�- � - �- - . K = � 252 - �'. .. .. HIGH PT. ELEV. 869.94 . . . r w ' i_-- -- - ' -� �ow ar. sra. ee+o2.2� ' ' SEE SHEET C-27 FOR CALDWELL ACA�EMY DRIVE ROFILE ', oN, � . ' '. RSQ. I . . :� . . �. . �. �. . '. .. .. LOW PT. ELEV, 865.16 . I �. I �.0 �. . I . . HSO ',. 0 0 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 '�� REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS dOB N0. P-Oa9a5 CITY OF GREENSBORO .sm a N ROADWAY 2010-010 03 15 11 �QQ HDREnginccring,]nc.ofthcCarolinaE �� DESIGNED 12 02 13 BY HDR ENGINEERING DIVISION �;� aaoso��men��ns«ee�.s��ae�uoo SEWER CONST.SURVEY eY HORSE PEN CREEK RD. IMPROVEMENTS SHEETNO. cm� Charlotte, NC 28202 WATER � � CHECKED BY �`" ' N.C.6.E.L.S. License Number. C-0166 NEW GARDEN ROAD TO 450' WEST � OF � 3Q ; SIDEWALK 2010-010 03/15/11 SCALE:1'=40' HORIZ 1"=�' (VERT) OF BATTLEGROUND AVENUE US 220 1 7W zl OUIE POWEP POLE 115 O�KE POMEP POLE��16 O�ME iUWEF POLE 11B O�KE POWEF VOLE 19 O�NE POWEA POLE 120 I I D�KE POWEA POLE 13 �� I ouKe aa�rta vo�e iaz O Sin. tt6+96.42 CONTRACT SHEET C�ALDWELL ACADEMY - �' Sis. 0]M3.6t Sin. Oi*20.36� Sia. OB+t6.e6 Sis. i09+i2.<5 SiA. OWS.tt � UaE POWEP POLE ?t qARCELq .p096058 � ;�1 31.OB Li 3<.2< LT 3i.3Z Li 41.2i LT 52.]9 Li I � SiA. 2a]<.26 ST<. <�i3.12 40W 1<.61 LT 2900 HURSE PEN CREEK ROAQ Z`P�1 ��_ 38W I II I I 5i�� 7 B.iS Li BAALEN, LLC '- � � _ OF � �� 4598 G 15] c1 CA�DWELL ACADEMY I � II <505 JESSUP GROVE ROAp Oe�a956 G a 9 � - 2918 h'ORSE PEN CREEN ROAD � � � I I PARCELN 0096061 N.C. GAID - NAD 83 DB 300 PG 059 <� PARCELg A096060 PROP. PERMAN NT � � v L I � DB 6165 PG 2954 � i\ ��o��p� aL � Eway \n F F I PB Lo z�'6 SENSITIVE INFORMATION �, \ \, 1 DB 6Lo PG 12]6 ... ..�� PRO�+OSEO Sd ET � 1 a. PB 5] PG 51 ORAINAGE EAS MENT EN CE I - � 1z�"'� Not to be copied or LOT 1 a,.: f.-. I .. ..... � O I.. I .'I NO SaFEiY PB 35 PG 5 � . . 1 PB 1 1 PG 40 I . ; t, _ EASEMENT m ��,CONG, HEADWALL �� 6CHORSE39NCCREEK ROAD .�' � T�� Clr� I IIII A"♦I l�- - -� - dlStflbUted Wlt�'IOUt the �� REiAI E% 1'�.RCP I ` z r III T.II I_ II PROP 15- PERMANENT \ MAiNTANANCE ESS ANp pER NC�OT qi0. g838.01 � � 292 � !� a � 1[t 20' POND ACC l � � . 1 II II EXiSi. DRAiNAGE MAINTENANCE/� pRAINAGE EASEMENT - - eXPie$$ written 1I I �w�ll �[1 PARCELq 0096�48 I: lii I q III ANDPB��B PGSI6ENT I� � - r ------- -- PeiRll$$I��l of the l.II�I I I�'� ...I� Qo{'� UNOEFrvCONSiRUC�ION O o '� �. IATERHL �V' O�TC OT 2G 61,6 II . F �' I�� II IIII � ETAIN E%...YI I�� II-� -----_=.�I .� II -- EXiST. DRAiILiiY EASNiENANCE of Greensboro. �I I I I NAGE MH AND UT EMENi �Sj r I �� I� II N 4 � I_ �� PB 1]8 PG 16 JC.1��I iY p•'l'�Q� � I I 2� I" IOIO I 1)' �- E E-�S E SEE DETAIL B I' a �II II�,, .�L `:�� I �� REiAIN �-- - P J R�i^ r 1 i � ��O�i I,.. RCP P I �6B.3B ,, LATERAL V� pTICH .. I��.�.. I J 4 �2; r�T � .:I II> I %I I o Ex IS' HDCE � FLARED END .� � ��'� � l + '..� - C ��\ m � BEGIN I I I . C o SAFEiv h \ � REiAIN E%. YI s �� C E\', e I FENCE Sis. W/ PSRM - � 4 F =� I SECTION ' ��' � Qi0t0 ,4 5 ,� EMOVEEX.ISRCP -.,. . ... `'E� a3.15' � 1f0.25.00 SEE,DETAILA�. .�:) - -- - � I I�IO . I �� s� ' [ _._ � �.�.� �.' _- 1 \ .. ,. _ __ �___ . , �__ � i _ T V � (. Ig l �' VPOP. ROX �, E .,. . _- - __-__ .l ...I . . .�._ . . � .. I' � � 24' � .._ RCP .. -'� E W _ _ ii J .1 ..I . . .... � ,�".. :. . .. . I ... .. � . f U � _ _.. X CB E E E _ :_; 4 --- E 10]0� � W .. -_ . � L . � . . ' . S' CP - - _ � E I _ _ - - j ' . . _ E '. � E �� E E-E " E-ETE-E �E � F � F_�/0. . LLI CQiI'MI' � C�[ W � � REMOVE��(. CB * Ii_.,_ i200- SiOaAGEI - . _ _ `, � I . I �-c --- - --- _- _ - - - �. - 3s - _� � c � IS�J_ - � E E Q76-GiZ _ � _ -. . . . ,.. - - - - - 502'2d26 W - _ _ � � - S - - E -- . tn REMOVE EX. 15" RCP � IPF . 1016 - 00'��..1q Eq 'R - �.2�'�.RCP . Z P `. �:.18 � _ __ _ _ _ _ W 1�00-tl1-�9N . . N ... . �.. .. ` . . �. _ x . � _ - ^ , " , . _, . . . _ _ N � w rv '_^ REMOVE E%. 15" RCP �. 5 ^ _ __ _ _ __ I-. _ .-_... - REMOVE E%.�$"i2Cf � -� . . . _ . . _ _ . � - - - _ _ _ �LOCOTMUNORT10110I1/u R�qNMTi , . _ I . 0 1019 m ' ' 1033 �1025 � 1036 ... . . . . 1029 W N 107+QQ A . LL 1�9+Q� _ _ _ p _ � . . _ _ _ _ _ - � FILL 68 LF � EX -28" RCP-- - � �- . . 115+00 � - . . N COG Water Reso�rces OeDI 313-2033 � u - REMOVE EX 29" RCP o . m Wp�ERLINE OIP � a°--'� a GO�i iraff�[ S�qna] 313-2606 Q .a�. . . , . 100+QQ _.. I-_.. ._ _ ____. ._._. ._.. ..__ _... - _ - - - . -. - - - -y-��--34 -�9 E- _ -- 16 SiOPAGE• O COG/GuilforpCo. ielecom 313-2084 � o : '�- � - - " � ... . .. -- � - - - - � � - 774+� . - __ COG Xater Su001Y ---3)3-5855 `, ^ . , - r�' • � Q . . .� 113+00 � � ___ . ' LL -�ao� .naEa. : -:. � lanxs/�reeamenc r�ancs � rv -'- ��.. - � �pr ., .. 6"�PVC�UNpERDRAIN... .. .�.: `�ij�SEPf_•'/�/ . . . �_- _ . . .-_ _ �._ . 02'135a{ - ' �. _ _, - ,..` ._ _�` -- . - - GOUi Starm Xater _3)3-2569 _ _ _ +QQ ': � OD 0 '`-�cuovFi61��3�3'a-Fca �oi3 - _ _j. _ CR;�'KZtOAA e.o �3 . ; �- . - - � .,�:.� .. . .. .. �- Ren+ove � o _ � _ � 130+ � i+00 112+Q ioaa � � + - ' . - - - w _ V w w - w w ..w w - W W W . W 33.)5 EX t' O l0 : . :'- ...�..� :... .�. �. . . O i0ia 1026 ..-. O _ ', �_-__� T -__-- __-__-C_-- _ ' _� . ... � .3.]SN C io� an ' � .'.' �E E f5�lCP - _ _ _ -: -: �: . . � - P 00 i4 E , � E-E E�_E E E �- -. ., ., .. �. 5'�. CP.� . �.��. �... .. �.. . .,.18.. I ...R . __- __ _ - � _'__ '.'- C ^ '_ .R.c , VER i0 � N L� LJ ' � n - -�'S ' _ __ - ' P ..� ��i '., .. :'�.'. - E��E E-�� C=�_ _ ___-__-_____- � a'�o 209 5 RAGE � A II I ... .�. �.:. � E. .'E-_E . v C-E�E__�. ..�.'.E � E'��E C E Z General� Permit Z � I.�� GFAVEL ORIVEWaY � �I I I__ . ..�. F � _' y� J- J I N 2° 19� 3�� + 9 PROP. ROW / PROP. \((�� It� �� 9:�� .'�/ i il" � F E E/ � J APPI�es U I C� I p � / ' � A I�� i� ' �� _ � HYDRANT F I _ _ _ I / / � � � nr ir U � � _� � � � � ti � � �on � �� I � er-r�r �� veHee srn. ua.00.00 isze � t [ / �II a U II 122E f u F E%IST. 16 OIP WATEFLiNE � KOiIS PROPERTIES,INC. Q � I� �I a o��rw KOnS PROPERiES. INC. �. � � f- ITO BE REMOVED) 2999 HORSE PEN CREEK ROAD � DISTURBED AREA = 2999 NORSE PEN CREEK ROn� �pp qp ,� in'E�-E PARCELN ��96068 ��;: �,-j�, PARCELN 4096068 pry0 SnFEiv FENCE '� /' II DB 2J2� PG J50 y, 46.6 Acres . o - . J I � I•. O � ENO GV4PpPpIu �� . DB 4549 PG 1250 OB 2 2 PG 50 STA ]09�25.00 .�. N�� .�N �8 4549 PG 1250 Gaeu 350 � I I W �� I.. a-] . 1f1. � 0 I. DB 394 PG 3fl0 121E �B 394 PG 380 I� SAMUEL KEVIN CATES OB 1960 PG 325 GROP TEMPORaFY EdSEHENi � _ 'PROPOSEO SAFEi�' I. 290] HORSE PEN CREEK ROAD,'; FOP SKIMMER BaSIN E �FENCE PARCELN 0096069 SEE EC PLaNS I I'� PqOP.TEMPOFARY E45EMENT OB �135 PG 440 A�I I �� I. OR SKIMMER BASIN GIS DISCLAIMER HORSE PEN CREEK ROA� HORSE PEN CREEK ROAO Q CONc HEppp000N�,n�� 5EE EC a�aNS DETA I L A DETA ] L B Objecls on lhis mop show� � I P� = 108+15. 73 P I = i 10+qp, 1 g „ + �� W;�h o dottetl ifnesl e were i oE DELTA = 4'�48�: 39.30" (RT) DELTA = 5° 34' 01.91" (lT) o PEe NCDo1 5?D pe38oi o SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL V' DITCH � � T= �� 105.02" T= 121 .55 + I ��-� � do+ .o soaie� i Nor .o scoie� nol surveyed, they were " STREAM 6 `�o �. �melh ds, aw�abe on�the�� R= z.soo.ao' a- z.soo.00' (BUFFEf�S) A� a< `� ' .-. . -. .,.- ARC = 209.92' ARC = 242.91' d f a ��'. � � siroe o( � 2° 17' 30.59" 2' 17' 30.59 I I � � . rainOl :� p 1.�Y �ouna� 2.� 2'�t{0� sio�e Geogro hic Infarmalion CH - 209.85� CH = 242.82 .� PRQP� 30 PE(iMANENi I. p I' 4 -' •/ p �O $ySfEm (GI$� 50(lWOre u3¢tl '� -' ORAIN>GE EASEMENT � y �' by �h¢ Gly ot Greensboro. � SE - NC SE = NC �-- Psau M�n. o i vt. iRr --,24.5'W % 22Y x i9" THK I�'. < I- Max. a' 2 Ft. Min. D= 2 Ft. j DUKE PONEF POLE ti CITv Of GPEENSBOPO >OlE �CLA55 'i' RIP RAP TyPe of L'ner- PSRM STA. Oi+21.J9 Sis. OB*it.92 � ��' �'. _�..�.s_�,_..� a'.a:.ar t3.83 r+r � EST. e TONs FROM STA. 111+50 TO STA. 112+27 ��FROM STA. 110+qp TO STA.711+50 . �� ; 21 SY FILTER FABRIC I'� I�� . . . - . . , . , . , , . . . -. ._.:- ; . : -'-�� - i I . � -� -:. . . -'. --_. - . .. . .,. . . _ . �-. . . . . . . . � �� L -I._._ . . �. �. .� � ._ �. .. .. -- .-..-. .. . � . � -,. �,��- -- . . . . . � . . I - , . , ,, �. . .. - - - -i , -��-i . '. �, . _ .-.-. . . . - --_ . . . . . . . .- - - . . . _ -- -.. --- ' PROP. GI �1011 �O�i - -- -� - -- - , . � . . -. .. ..-. . - - - PPOP. GI N1032 ia�aPR I M1034 I . _ _ . . -i� . OP. C � . NC Oi SiD e8a0.1 ' +osa COG STO x402 �. � � � ' '�i,= --�- - - - � NC�OT STD X840.16 p. ��fi*Bd.00(L) �"'�°b- � -- -� _ . -. .- . INSTALL PER Y852.Ofi . . ,. . .�. - - --- - - ��,' � . - - - . �� . ! . -�-�.�-� - �. STA. ]06+31.00 (LI � . � , . �. . . . . . . . . . . , . -: . . TOP=865.00 .- - - - - - ' I - --�- - INSTALL PER R852.06 TaP=B]4.84 � � $TC. 115+90.00IL1 � �: � �� -. �� INV. OUT=862. f0 � j� - - - ., - INV.. IN/OUT=877. 14 � /�� . � � i � TOP=8fi9.fi� � /I � - - - . . , ' � � � PVI STA. 111+70.00 _ INV. OUT=866.77 � � / . i . .. ' .. �. PROP. CI ntOtO �mo - � - PVI ELEV. 845.33 . . . .. . . . . - 1035 PROP. CI xf033 ' / i ' . . _ _ J -- COG STO M<o3 I� � I' LC = 630 �� COG STO x402 / / - . � � i __ _ SiA. 10fi431.00( PROP. CI A1072 �t - - - . - - - -- _ - - . . A. 175+97.38(R) . - - � � TOP=864 60 COG S 0 Y40 �� : . K = � 64 L � �� TOP=8fi9.32 � � � � - -- �� INV. IN/IN/IN/OUT=858.62 STA. ]06+56.07 � ��. �� LOW PT. STA.111+]].33 ' - - - � � INv. IN/IN/OUT=865.92 � /� /� - � �� -- - 6" WL DIGOUT (W12) TOP=862.20 . �. , , , L �.. . .. LOW PT. ELEV. 852.77 . . . . � . / . - -- - - - - -�': om 4" GL. DIGOUT (G78)� �/ P i $7� � ' �_�_ _ - � .�7 . r TOP 861.39 INV. IN=B59.50 . . .�, - � � .. . . . . . . - ' ' , . ,. �� 54,01106+21.54 INV. OUT=859.40 � -.-... �._ . - - � . inm �� S7ATOP5895.92 i � � / v.� `\ i / . - -- - i � Pf70P. CI X1013 - � --- � 4" GL DIGOUT. G17 � - � � � i� - � � - �. - � ioi3 �. -� ' . ---.--�.- �.-'�:-- . �. � ) �. �. .-',. -' . _-,.- ��. ; �. mm 4.15' RT. , � . . . _- _. : - � COG 5T0 u402 - TOP 846.66 �� PROP. . STA. ]07a00.00 � ��. STA. 110+51.48 �. T~ ; �. Q, i� EXIST. / � / � m � �I I I I �. �� TOC TOP=863.06 - _ _ . � 3.96' LT. � . . � .. GROUND �% / �� . . - - �� R7 INV. OUi=859.66 PROP CI N1026 PPOP. CI M1035 > LINE � 'I �D '� ' t0i6 �OG STD M402 1035 COG STp N402 W �� ' ' � - - . .24 : PFOP. LI a1014 . � � PROP. CI�x1025 � � A. ]14.85.67(R1 j w � �� / . �. Hi- .. . % ioia� :_ _ A. 711+60.00 (R) �02 / •�, � � � . �� _ OG 5T N402 o w ' PAOP. CI M102] TOP=852.67 COG STO M402 PROP. CI M1030 TOP=863.38 / . - - - STa. 707+02.331 �oa� �030 � � - - - � PROP � � � � � o � �� CO6 STO a402 INV IN=8d9.22 STA. 111+60.00( COG 5T0 M402 INV. IN/OUT=859.98 / / � �. - - - - - � ` i0P=862.50 . . TOP=852.fi7 STA. 173+00.001 / � / . _.��/ � .. - - - TOC � � � INV. OL1T=859.75 o N O m A. ]]0+47.00IR1 INV OU1=8de.97 � . . - - - -� (. om INV. IN/OUi=848.d] TOP=855 25 PROP. GRADE � /� �jj0 � . • `N�' � -- --�� '. LT � J +� . . TOP=852.80 PROP. CI N1023 LINE // /�\ ...'� �p,.� ,,, . � '� 3, u� INV. IN 110181=8a9.25 �023 PROP. CI 81027� INV. IN/OUT=857.85 N� ��c."/�yl � -- -. � �� 99& o li inin COG STD �k403 on / / . �@ \St/ _ . � tm INV. IN 110]91=846.62 A. 711+11.33(L) COG STO 8402 // p� � �� 'I- . . -i.. � ` � F w m INV. IN 1102d1=8de.39 TOP=852.48 STA. 112+10.00 PROP. CI 81029�019 /�/ �� ' P� ?� - COG STD M402 . ; � � o�� pqpp CI N1016 INV. OVT=040.80 TOP=853.2a � /� I.-- - . �6 �� a� ., ipi6 . INV.� IN/OUT=848.2 � STA. ]]3+00.00 i�� / � - �. � 8 i.(... - . � �� > w ) COG STD M403 INV. IN/OUT=849.84 / / ' / �. PROP. ]8" RCP(LI H� � . . ... . � � u w A. ]09t35.00(L) � � TOP=855.25 / i � / , � �/ 2 .43 LF @ 6.99% - - • � �Q�g PROP. CI N1019 PROP. CI Y102G INV. IN/OUT=851.55 �/ � � � PAOP 5 RCP - ' . � � d � TOP=854.70 � � - _ .�... , � � � � > w COG STD A402 �a2a COG STD X403 �. i � / / N�� j � . 8 LF @ . 4%,' �. - .. �.� \ \ INV IN/OUT=851.30 A. ]]Oa41.501L1 A. 771+71.33(R) � i � . , P�P�°✓ . _ - � \ TOP=852.Ba TOP=852.48 PROP. CI M1028 i028 ��i� / 5 �'� / tiia PROP. NOOE M]]]0 . . f �-� - - � �� INV. IN �(]O1fi1.=849.29 INV. IN/OUT=848.72 �i�/ / p, f� _ ' � � .---� ' � �kr, � � OG STO p4 2 � / PEN P C 0 0 NO I - I_ .. T\ NGIf � � \\` INV. IN (f020/]023)=847.88 16�� WL TOP 853.2a �� P05 %� � INV.=872.78 i - STA. 112+10.00 P� �%� .' Sip. 117+0O.00IL1 i�� __- I � , L) \ \ \ \ \ \ \ \ INV. OUT=847.38 DIGOUT (W13) � / � � � / _ � � . i , . . .. ` ..� � TOP 839.63 INv IN 849.54 � " I .. .. PROP. 75" RCP L � , 6 �' � _ +48.59 . INV OUT-849.Oy � � / - 1h. 18.. . (L) STA. 110 --- 46.31 �F @ 0.54% . �� PR�P�TO`� � 1.36� LT. � � �. ��i'i� / //j ( @ 5.f0% / � 16�� WL PVI STA. i18+45 00 �� - - .... PqOP � � � � - . � i/RT EX15T WL TO BE � i' i DIGOUT W14 ' . _- - - � � - i ( ) PVI ELEV. 884 55 -- � PPOP. f5�� RCPIU � . 25�,2j f5.. RCP � pqOF� RELOCATED _ �� - � �� / i � / TOP 861.49 �� - . 6.a1 LF @ 2.15% «@ 2.� � � ��lT� _ --- --- -�- . i STA 115+88.20 LC = 380 � 4% H� /RT ---- ---- . / K = 75 - = PROP. 15 aCPIRI� �. �� ¢I �� i �� / �� RE OCATEDTO BE HIGH PT. STA.720+35.00 . 272.57 LF @ 3.35% ' � ; PROP. ]5- RCP � •, ..., \� � C�� nct,�il . . . H��l �� /- . . HIGH PT. ELEV.� 885.93 . � . �.' �. -. 47.46 LF @ 8.40% '. PROP. 15" RCP(L �py�p. 15" � .. H L '-'� PROP PEP(A7 APPROX LOCATION /�- . �. . PROP. CI M7015 � . 50.3 L @ 3.11 0. �� - . 0 l,F ��.23% -E%IST. 4� PLASTIC' / J � . HS . PROP. ]5- RCPILI �OtS COG STO p402 � P.OB RCP HGLIRI� � NGLI ""NGLI '� PROP " RCP L � GAS LINE �.� ..-..-. . . . . � . . . . . HSO _� '-_ - _ a 44.01 LF @ 8.01% ]05.05 L � - _ A. 108+85.00(L) I @ 1.91%� � LF @ 1.7a� �90- F @ 2.23% �. / / ' � � � N � � �- TOP=856.26 � � , ` ' -i� .. . INV. IN/OU1=852.86 �.. ', PROP. CI N1018 � � � � � . . - - - �. . . . / / 1018 P ODE k1020 - OP. ]8" �� / / - � �I � �� -; < < � - � Q . . �.. : . `....ENV A IN/OUT 850.53 iO4oSPROP'I24� L� 6ASi) 9 LB..@ 0.5 % � 0 Ot�S' . 50 O5 LS.,@R'Pz % -_ ^ � / . - - � . � N COG STD d�402 OP 0 PIPE (- RCP (R) _ i O a -. -I . . . I �� PCI_ELEV. 1 0 6 6642 8 0 ��. .., .:: , i0it�..�,. ]6fi'�2LLF�@R1.00% 68 78 LF @pOP50% QPO94PROP@RMH,k1017 49 95 LF @R]P15% ��_ � � -- � ��-�. . -.y--I. --- ',, I ,.: ',.� - � �' I -- N -- O .- - . . '.. PROP. 30" RLP(R) PROP. MH k1017t01) tOt) � . � . � � K = 102 � � � COG STO N400 � - � I I � �pZ2 Pi70P OUTLET X1Uv'2 � 29,58 LF @]0.00% COG ST� a400 .- � I - '� T I �' I � I I � � HIGH PT. STA.105+q0.00 STA. ]]0�5 .00(R' '.. STA ]]0+48.50 STA. ]10t48.50 _ � / � . _ � I � "--.. PROP.-30" RCP(R) �T�P-842.17 TOP=842 ]7 _ 1 . z -. _ � �. HIGH PL ELEV. -866.59 � � � �� INv.=827.64 - . . : � �. : . - � >. w I - . . . . - 1 18 LF @ .0 INV. IN=837.84 INV. IN 837.84 _ - ' � . . . , . . : : :, � ��..� �� INV OUT=828.26 INV. OUT�828.26-- � - ' � � O N 1. . . . . . -__ - . . -. . . . . _ p p 1VV1W 1V/TVl/ 100N1 1V7TVlI 11VTV1/ 111N1 11LTVll 11JM1 � 11YTVll 11JTV�l 11VTW 11/M/ '�� REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB N0. P-Oa9a5 CITY OF GREENSBORO .sm a N ROADWAY 2010-010 03 15 11 -� ��Q HDREnginccring,]nc.ofthcCarolinaE �� DESIGNED 12 02 13 BY HDR ENGINEERING DIVISION �� aaoso��men��ns«ee�.s��ae �uoo SEWER CONST. SURVEY eY HORSE PEN CREEK RD. IMPROVEMENTS SHEET N0. cm� Charlotte, NC 28202 WATER � � CHECKED BY �`" ' N.C.6.E.L.S. License Number. C-0166 NEW GARDEN ROAD TO 450' WEST � OF � 3Q ; SIDEWALK 2010-010 03/15/11 SCALE:1'=40' HORIZ 1"=�' (VERT) OF BATTLEGROUND AVENUE US 220 �� OUKE POwEA POLE t1< DUKE POWER POLE 2l Clir OF GAEENSBOAO POLE 133 DUaE POWEP POLE <0 �uKE POWER POLE t42 DUKE POWEA POLE 13 4505EJ�SSUP S��<3�i){ii �� STA6"/�00}06.59� STA60.6i+8i.30 STAq 154+LB.23 SiAZg125�0}.90 STA2et9?+06.8<� CONTRACT SHEET GROVE ROaD pUxE POwEF POtE �26 ��KE POwEa vp�E �32 Clix OF GREENSBOAO POLE t3a D�KE POwEA POL OF � PARCELp 0096�6� SiA. 8+04.iJ STP. �18K8.6i SiA. 9�01.ti SL<. 12]i39.2314� DB 6]65 PG 295a 6f.ti li I 9.6< LT 43.29 Li 28.t2 Li �oT"ze cxi's� aE SEE SHEET C-19 FOR JESSUP �r��rr esMr .6 R� GROVE ROAD p, I, = 118+36. 09 HORSE PEN CREEK ROAD ' Z' oe aaoz Pc »o �'R � SENSITIVE INFORMATION 10'L X 10" THK. E I � !3a „ E) �18" R P .- ��PROP. 15' PERMANENi C �t A55'B' RIP RAP I�� m' .OR4INAGE EASEMENT - 17+1U.00 JE55UP GROVE ROAD a'W N.C. GRID - NAD B3 EST. 3 TONS� � 1, � ':� ceccNseoRo cauNrer cwe NOt 10 be COpiCd O� io sv raT R�pt e �e• a 300o n�oRSE Pcn cRCEK Rono distributed WifhOuf Lhe PROG ]SpBWl9 �- . e ?� P.I. = 118+31.79 HORSE PEN CREEK ROA� �AR�c�xoz,�5ss P.I. = 127+21.74 HORSE PEN CREEK ROAD PERM._ AESEi i��3 m pYEI. �� {� IS DB ]104 PC 1605 express written t = 9+98.00 JESSUP GROVE ROAD EXTENSION = 9+g8.00 WALKING HORSE LANE !�a ORAINA�EFL ,ENDE � YE � � CONC. HEADWALL m permission of the l.II�I E/+SEMENT .iiON � PER NCDOT STD p838.01 � �1 of Greensboro. PiiOP. 1' �. a E%ISTING ]6" OIP WATERLINE PERMANE T � ESET FENCE _ I , . REM Ew5i�� 5 y� L�� - .IL�S SUP GROVE RD. O DR4INAG � EMENi SW..(iit2� �p u �c) 59 ^ � l�� MlSi r RETAI OROP.PE� 2� " � + QJ�'�tllliypR"�Q� � EX i" � UTILITv � It31 I - S 84 37� 10�� E � N �p F.�y EASEMENT ' �09.32 � PROP. 15' PEAMANENT REMOVE E%. 12' RCP �dT <'� o aROP 2 �� w i . � 7 «b� 2 ' 2. �z ' I P - 33. )' ORAINAGE EASEMENT a N p 5� � �. . ' 2E. 0 9�. . U E-E E� d PPOP. POW ^� U W q io I � ` r �38.25 �6fi.n] � �13� � Ro ❑ I .56 ♦6. O r\�, E' [ [_E E" .�.a E _- E E--E F . F E E E 33. � 56 ��.�,_ .. . �� 7w y� w . � �E G �. ,. F E-E E�E a 5 E m a E I � �- \�.: E 'IJ d. � � .._.E _ F ,. �.��.: .. �,.i- F :.. � . F E E Q E--E E-E E_�C )5' E2.a F U w . � . , . . __.- .. .� _ -_ / .ff o �_ v ._____.__� ___ - _ - __- �-__- "_ ___.-_"_ '__'____ �� F_ F F. . \ 33.E �f 20' � w __ _ I - - 9 RCB __� ___ - _- __ _ _ _ ____ _ __�_ ' .. •RCP�F ry."• F- HA�BYQ/DRiI 2 .- _ _ -. - __ - :� �. "�.: . - - W CQiCACfQ�-C1IZCg17&t N �.. .)2.31 ' 6 1a -- -- - - . - 15' RCP � - � R . W 1�00-�1-�9N rv :39.93 � a .25' ¢ I118 ^ tit9 " - - - . _ � _ - - --�- � -- - - - 5033a 35 NJ �. * _ � � PESEi .. o In ` �: - .� �v _ _ __ o � ' TAP P'.- � «) > _ --ORSE_PLN CREEK ROAD 15 � . ._ � . _- 2S+OO - ". _ ...- . - - - - . 1135 � .-e . _N �LOCOTM �MWITbIIOflIu �QllMli w a ^ -. _• O a. 200- STOIiAGE- N� i°- .34 �. 09 E � m :. . a r -- 83 0) - '�+'� - _ N w � n ._• _ _ _ 120+00 ^ - -- ).i58 124 00"�.. N ^ FE'N[E . ,� o -- - _ _ - _ _ _ - _ ' _ _ ' � _ OO � � 33 >5 _ � - -LL N -- , COG Water Reso�rces OeD� 313-2033 a2.2 _ p . . _ • _. 122+00 � ... _ __ _ 123+00 . - vwi o ' ' � '• . ' • � - - - . - - - GO�i iraff�c S�9na] 313-2606 0 . ::, �� ... 121+ ... . '..C�NVERT E%. CB ' -6'DIP- -. . - . .'�� -6'9VC tlNDERDRAIN • P• .. • �00� StOaaGE � 3� „� E �. 18 �0 _�_-_ � - .�+ .. _:�, - :�, � � � - i�n18 N - COG/Guilforp Co. ielecom 313-2084 • - �-' ^ -:-- -�... .. - x � - �- - - TO JB W SLA I R AI � O x. _ - - 4 � u _ ^ o -. � - ' - �',: - - � _ _ TYPI A COG Xater Su00�Y -3)3-5855 � � - .�. �� r28.95--�� rv . �. .�. :. � � �i3+ _ - _ � _ .._ .. _--�" - .- � „ � - '.)3�'S - � Tanks/Treetmenl Plan(s N - . - , _- - . ` . . . _ _. REtAM E%. CB � � V + v�.,,�:. . - �^ 3 . ' �_ _ � '.__- .- .._ .-. , - �..-'� - . i ^♦ -.i -., . ,__; i6 .. ti2) _ ..33. 4 n`'2�25-� �� O GOUi Starm Xater -3)3-2569 _ ..,. 3 0 4 '- . � ... . ... T] ry e26.5] ' ..:.. --_�_ E�[ ...,_-.. E-E... -..,. E_��.^ I 3 : '.�.-r.-.-' �. . '�:.��.��..��_. �..�.�. �.��.�.�,... ...�.�.-.. .,.:. .�....,. .IS�RCP . � 1 �% f.>% 2 25 " 200' SiOPdG� 5� R . � _ _ 117 - .'. '.. . . � � . ' �Z E E E E � .- : .�. .. � E E E .e1 a5 ft 0. �- f.0.1] 586'3J'20"EE - �13'i'iBBN' '..0 C.. • C. N, �� N Z--� "C- I -�-a 1130 33>,� %�5 33.)5' t0.18' `.� !E-� Q -- E�-� fIL 6l OlF_�.'�X:15"RCG \\'R I ]g0 W General�Permit " E i55.52 P +, <2�25' ti2t � &� J 9 00 NOi OISiURB PPOP. 110X � W/ FLOWABLE fILL 19 J �-n3.)5' '1 9 O �» I �� . �: � O ��1.)% I Z = P 3 ' Exi5T.20' .-:.-Ir q ��j--E ti23� SIGN 1 I�-- - - - - - - - -� - PPOP. PEPMANENT 0P. I �y 1T �A� -- Applies U � aB0.59 -.� �5 .I � ) � I.. 1 TO J Q 'ZZE o-�� o P �ROE�A�SE�MENT C.O.G. Si0 NO nf6 8 I � I '.- �- 3 l I �RAINAGE EASEMENT .69 60 I�' I � x , . � �� fi3 I I � DRAIN 2 ~ 2999o0R5ER ENRCREEKNROAp I I I 20 � I �.�� I � .... .. � j I '� �� 1133I a` ; LPROP. U � � m E%ISTING 12' �IP 3000 HORSE'PEN CREEH ROAD --I III� 'a^_�n � �� I FuivaE ioMNMouSE �� GEFMANEN H � : fu ----- ., ^ ND GRADE OF WALKING HORSE LANE �. • PARCEL ��068 � ^ HAYLEIGH VILLAGE APARTMENiS. ��C [oH�aCIAI OR[vEw4x �N I r , I '. .,�,��' ASEMENT � I 's WATERLINE � I , � _ _ I DRAINAGE Q _ � � �T^ 10+T6 °a- I i �, � DI S TU R B E D A R E A oe zn�pc �so �I �� t� � m S 86' 32 44" E PARCE�q ooeeos� '�-��I R � \ ^lE � i2ee � � .... DB 4549�PG 1250 D6 6923 PG 326 �� I �� """U1 I I I MILL ANO RESURFACE �e�� 4F).6 Acres DB 39a PG 380 l� oe n3i ac 9is HORSE PEN CREEK ROAD � � i '�� '\ � I i i L . �.a. HORroN. wC. � �rV - \ ,� ao iae ac aa ..'I� a � 1 � i - - - - _ _ _ _ _ _I 3oos �oasE aEN ceeeK Rono nsae ;�,�RETAIN r30.9I ' i�- . LO[ 2 PI = 123+QQ.Sj I�\ I PPBC86 P�56596260 � I RCP iB. 0' r � N II B� PARKING I �' I ��.I ' ne,s�.oa DELTA - 2° 10' 22.36' (RT ) JI � �� ... � � I ---------- - - , . oe 75is ac 2a � . Hc I2' CIiY OF GFEENSBOFO POLE 35 DUItE POWEP POLE 136 I I \ T SDUNE POWE?B+OB 563� DUSEJpPOWEA POLE 38 ARC 389.24' �� III I �� I 13t93 ai 58.38 Ri R- ,o.000.00• `� � : . �� G S DISCLA MER � - i o o: ^ e�.s� a* ' i61.t0 Ai CH = �0 34 379.22, m�`� N1 adT� �.. v�= _�C �-;P.�c`'r i�..,,,, i SNO-CO�STRUCT�IONWQLK/lV�fi�RSELNE I'`� <� �Im I � Objecls on lhis m p shown - �"'- ', - I N �� -�„�, I �� whh o dottetl ifnesly�e were - I ,. { 5 A � ., a m , .-.�,. ��r i S E E S t i E E T C- 2 5 F O R P R O F I L E'� o NI " nol surveye d. t hey were o I N. I i ti8.5t.]3 I.-. __--_----_-'__-_ _ � I N E% 5� Z �� I � � � �� PROPOSEO WI�EMING � COm 'letl by Ph0�0 fOmM2tIiC I 9R�UC�TION OF JESSUP GAOVE ROA� EXTENSION _ AI I�� -I �� -�� t e v o r H E R 9) _-. � `� P 9 SE - NC N i' I i melhods, ava'loble o� the � EN� CDNS �� I � I ��, i � __ � �I o R� I Geogrophic Infarmalion STA. 1]{ . � l I � '�rn ��. I��i I � �'�" �£L �zse �. - i � - ---- - - - - - - - � � I '� 3 I System (Gi5) soflwore usetl Giix OF CIiEEN580R0 PO�E i25 G I I �'�� '��'SSt� � GR�VERD. EXT. -SEESHEET C-ly F�R DETAIL`S. �=(� ��y�y II�� 1�'��N � 3006GNORSEAPENACREEKEROAbLLC I �I I I � II .N.. M by �he Gly ot Greensboro. c.'io ai'�z � i�� EE SkIE¢� C-25 FOR PROPILE � � vnece� ooesoao i I '�� "I �I I I �i- I � I �`� ` I I NI DPBfi1]6 PG B39 I I I I FUivaE TONNn0u5E i . . J�j� SiA. Imi �W ��dH� � I � I < \r.� � / � � ��/� � �B 7231 PG 913 I � � -� - • � I � ��II .-i \C� I I LAi 1A OUKE �8.66 AOtE iaa DUKE 220E8'/PRiE i�5 I V� i(1 . - SiA. 26M2.5< . 3TA.1Zi♦00..]t - \ � � \f� �I ��. I �. . _.,. -.; .-:, . . , .-:- _ "I-.-'- '-'-. � -. .. _ _ . _. . _ .. .. - --- - - -_ -.-- _ '�, , '.; .- "-- . . � -. ., .: . ', �. ��. .: a . i _- . �_ - , . . . . _ .:.- � � - - ;. - - '. - � . . . ' I I I . � i , 'I ' -�L -I:_._ ��. � '-- ' . �. �. �. . . � J�i , �,-. --- � - '�- - -- _ - � PROP. CI X1724 � - - --- - ��. PROP. CI 11133 '� -- -- �izq � 4" GL DIGOUT (G20) ��33 COG STO a402 � TOP 8�9.7a coG sTo N4oz � . �� ii20PROP- CI N1120 PROP. CI M]]]9tt19 TA. 122+34.00(RI - � STA. 126+72.16 STA. 127+09.70( � ,. - -- � - �� COG STD �1402 COG 5T0 M402 - TOP=887.09 . 25.10� RT. . TOP=884.08 . � � - - � � � A. 119+65.00(R) STA�. 779+65.001 - � INV. OUT=8B3.69 � � INV. IN/OUT=880.68 �. �� -- - I i � f � TOP=8B4.80 � O - ... . -I _ - ,. . :. . PROP. GI X]]28 _ __ 70P-884.80 �_ PRaP CI x1123 0� � LOOT STO x840.f6 p,l. WALKING HORSE LN: 4 INV. OUT=881.40 INV. OUT=B81.40 iiy3 itYe . �' CaG Si0 #402 . o n . . . . . � . . . . . . . - � _ � PROP CI Mf118. . . � p � m ��.� . �. � � STALL PER R852.06 �. -- 122a03.50 (R) _ � ! I ��a COG 5T0 n403 pm � TOP=886.33 +� ' �. STA. ]26i72.00(LI . STA. 127+21.74 8�.. . � _ _ - - �. A. ]19+15.00fL1�. � �j�j - �. INV. IN/OUT=882.93 � N n �. �. ��. � �. �. TOP=883.9a �. PROP. YI Y]]31 113� - --- '� �_ . . TOP=883.80� . .. . M � . . . � . ` . . . . . � . . �.INV. IN/OUT=881.Od �. COG STD R424 ' -'- - - � i ! INV. IN/OUT=880.40 + m . > PROP. TOMC LT/RT . . . - _ .� . .. -- � PROP. Gi pi116 � � -� > w 7.6 ��25 PROP CI Y1125 PROaG 5T�#Ra2a �. W/ 4 SIDES OPEN - - �. �. . . Itt6 ^ �� a �-�_ _ _ _ 0 73% - (-) 9% A. C 26 20.00 02 ii39 � STA. ]27+30.00 (L) : � � - ..- NCOOT ST� %BG0.16 > ___ - + W/ 3 SIOES OPEN TOP=881.00 ��- NSTALL PER R852.06 : � �. . � _ _ _ _ _ - - - _�= _ _ _ � TOP=884.58 STA. 126t70.00(R) ��. INV. OUT=877 75 � _ _ _ � _ STA. ]]8+85.00(RI >w - - ----- --_��`V. OUT=881.18 TOP=BB4.25 00 � ��. � TOP=883.28 -- --- - - �� INV. IN/OUT=BB0.44 � I � �� I �� PROP. TOC LT/RT o cu � � P.I. JESSUP GROVE RD INV. IN/OUT=880.14 (+] . _�_��--'---� �jT �I �. mm �. - �- jy- 0.�37 EX, CI ai121 o m �� m I� � � STA. 118+36.09� T- "�� xISi. INLEi I '� om � �_ � �� , � WP.TER MH DIGOUT 5 . ]21+68.53(R1 .� I I APPRO%. LOCATION � o�p � � �� -- -- -- � � P.I. JESSUP GROVE RD. E%T. -�� 24" WL (Wt6-B) ipp=886.79 -�- -� N��a� � � EXIST 4" PLASTIC GAS lWE mm � �.. -_ - _- STA. 118+31.79 � ` .,,i ----_-IN�L.Dk1L-882E4�x.�-15' RCP�� -PR6P.-1�rYiC �_ ___ __ __ -- +m . � � � ) a� �:. - � � TOP 878 58 � � � WAT R MH DIGOUT �°�° � -� . STA 119+7955 ____ g� - J -- 4. � @ 2.ee% . i I . . . --_�___ N . � _� 6g% >w . . � -- � - �,. 0 � �� i 11 85' RT. � - � � 24 Wl (W16-A h� / / HG10.1 ' ' � �- 36.33_LF @ 0.6 NGLIaI II . _- _- ____ ._ \\�` . TOP 875.1 x� HG lll I _ � � _ � R�7 � _._ �� - - � .._. __ . . _ - .- .. - __ '_ - . � � � �GL (Rl . I-. � STA. ll8+15.34 � - . � � '� '. _.. .-_ � .- . ' - � _ 6�3 � � � �-'I � -°% I � I iyt aw -' -__ g8� - ' __ : I_ RHO PROP.� GRAUE7' RT. �� _ . � � _ _. . � J_ -_ . . -- . - _ _ _ i E%IST � LWE �X GROUND � _ _ - _ - . . _. _- - - -_. _. - __ _. . , , __ _. - - _ . - ._ _. __ _- _ _ - . _ _ ___ _ _ ne� (a� _ ��/ _ = r ,�i \ =_-� f - - - T - - - __ / \ //// , ___--- EX. LI N1122 t�iz -- I . . "'- ' PpOP-'7�5'=AL2 � / / j,r LINE - - - -� ,�. _ .__ _- _ _ _ . STA. ]22+03.40 (P . : . . . __ _' '_ __ _ � ;_ f I�-� _ _- _ _ i i _ i � _---� . �. / �_«- . � � PR P. " R P R � .-. � �. .. . . �-� i i 0 15 C() Ex. TOP=886.37 - PVI STA. 124+00.00 --- - PROP. CI N1126 ..... � 12.89 LF @ 1.94% �126 PROP. ]5" RCP(R) � �/ � ''�---- -- INv. IN/IN/Oui=882.60 : PVI ELEV. 888.59 -- COG SiD ad02 �- i�/ `PROP. TOC� , // - �� i - 50.00 LF.@ 1.69% --- � . -- / / LT RT �� . . . . . . LONVERT TO JB , LC = 260.00 . A. ]26a20.00 (RI - _ EXIST �24•' - � / � � � - - - COG STO N420-A ' - TOP=884.58 PaOP. 15" ACP L - --- Wl / , / -'" � - Pf70P. 15" RCP R _'__ . . _ _._�. �.�_ I � i i -'- W�- �,- TOP=885.00 I K= 108 . . INV. OUT=881.78 73.06 LF @ 1.80% -- i� � � ._. -. z4 , --- 80.45 LF @ 2.d0 - - � � HIGH PT. STA.123+q8.31 � - � � � - � . P1 �i y,\S�� PROP. 15" RCP L - . . PROP. ]5" RCPIR PROP. 15" RCP �-� - p� E � � HI6H PT. ELEV. 887.93 -: -- � .. I NG \P,�4. � `' "-' . 50.00 LF @ 2.00% ._ . . . . � �`,.- -_ . ]3.54 LF @ 0.80% 14. a LF @ 0.50% _ J' �' -'�� PROP. ]5" RCPIL) �� PROP. CI N773511 - - / _ � 51.58 LF @ 0.50% -- - - - - - - - -- - .. �it1� COG STO a402 . . .' / � ,' ., � . __� PROP 15" RCP (Rl - � - - . - - -, _ . - - . , A RO 26�+70 00�( 1 STA_ 12 +30 00 ( 35 . , . I. �. i - 41.46 LF @ 1.62% ii .- ,� � . � .. . . - i� INV-88N7�7730�=879.32 8 . . � ... . 8'10� ,.- WATER VALVE PROP. CI X1117 .. _ �. '� - - ' ' - - __ _ -- - - _., jNV. IN/IN/IN/OUT=880.34 � = 7 68 7� -- '--- - a __. . . . , , - DIGOUT COG STO tl402 titl --, ._ _ ' . . P 15 R INV OU =B]7�fi8 � �lL.- 12�� WL (W15) STA. 118+85.00( '- -- --- - - . . - - � � � 4R01 LF @ ].67% � � �- �I .- . �6 .= / TOP 8>3.66 -- --- - --- - �- - ' . PROP 15T RCPILIB7 '^ . = '( � / STA. 118+72.09 i0P=882.8� . . u: � . z ' �� \S 4•• GL D�GOUT (Gt9� INV. IN/IN/OUT=B79 47 - - - , .-.- .. ' ..J . .-T � �. T -�..�- ��. �� 205 00 LFS�@p1.4B% � 37.12 LF @ 1.47% n; " E-y'� J 38.99' RT. - T. . '. �, -� ;;' , �. � �� TOP 878J '. � 24" WL DIGOUT (W17) �. � PVI STA. i18+q5.00 . _ . . . . PROP. 15"' RCP R STA. 118+8a,73 pVI ELEV. 804.55 '� � -� � � ' � � � '. 46.67 �F @ 0.50% � T�P 8�8'24 . ' o I . . ; � / � 7.83' RT. �. . . � STA. 126+95.63 � I LC = 380 � ' 18.89' RT. � o� .�. I �_ .. ��. - � K - 75 . �. _� _ � - __ . . .�. . �t3o PROP. CI N7730 ��. . o v .- � -. . �'�,-� HIGH PT. STA.120+35.00 ��_ I � _ ILE A. C7�6*93.40(�L? PVI STA. 128+50.00 . � � SEE SHEET C 19 FOR JESSUP GROVE RD PROFILE -- Hr�H cr. e�ev. ae5.g3 - - SEE SHEET C-25 FOR JESSUP GROVE RD. EXT. PROF TOP=ee3.z� Pvr e�ev. eeo.ee V � �� - - - ,� '�, . � INV. IN/OUT=879.87 � �C = 120.00 �. o -1-�, - � - - SEE SHEET C-25 FOR WA�KING HORSE LN. PROFILE � K= a6 >. Z I _-- . _� � �I -'' �- ,.. .� ; � .� . . . . LOW PT. STA. 129+10.00 . . .�. � a O w � . . R(� . . ,, � . . . ' . . . .. �. �. . . . . , LOW PL ELEV. BBO.B1 8� �. � N' o�a 11%+00 118+00 119+00 i2aF00 121+00 122+00 123+00 124+00 12$+00 i2:TF00 12%+00 128+00 '�� REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS dOB N0. P-Oa9a5 CITY OF GREENSBORO .sm a N ROADWAY 2010-010 03 15 11 - � � ��Q HDREnginccring,]nc.ofthcCarolinaE �� DESIGNED 12 02 13 BY HDR ENGINEERING DIVISION �;;� aaoso��men��ns«ee�.s��ae �uoo SEWER CONST. SURVEY eY HORSE PEN CREEK RD. IMPROVEMENTS SHEET N0. cm� Charlotte, NC 28202 WATER � � CHECKED BY �`" ' N.C.6.E.L.S. License Number. C-0166 NEW GARDEN ROAD TO 450' WEST '� '� OF � 3Q ; SIDEWALK 2010-010 03/15/11 SCALE:1'=40' HORIZ 1"=�' (VERT) OF BATTLEGROUND AVENUE US 220 I � a 0 0 r C a o v N N U 0 z T - � a o w � N 0 0 � x .sm o N �Qti v � 3v • FLARED �PF - 15'W % 13'L x 11" iWN ' '��- END $ECiION \ CLASS'B'�RIP RAP �"-�- I J � � I �\ P �,-' CONTRACT SHEET �UaE POWER POLE t<8 �UaE POwEa COLE fa9 � E4 SV IL� ER FFBRIC I I �"-�- I f� F STa29�1B*67.95 Sis3B�96K7.e1 /.., � \ � � � ' I-'-'' � .. � �F � � DUxE POWER POLE t50 DllaE POWER POLE �52 � .�� J� PROP. PEPMANENT EXISi. B- PVC 55 � � \ Sin. t31430.88 Sia. t3<*39.T3 .--� ' i332� OA4INAGE E>4EMENi ��' � '� g� /pF I9.90 Li St.88 LT � • I o � �'- ^ -1 ¢ \ \ DUaE POWER POLE i53 � t - �p � <zNW I ��r; = S*a 96HO.i] ENSITIVE INFORMATION �� \ TERRACE DEVELOPMENT COMPANY - I I 4 � e � �,�" i cna�soN rcRRncE °;"'..,.-� ; �'I � I<.4_ I hoW S NOt t0 b@ CO i2d Of O F 54. � � m\HHEi'G-S n ae� � �..� a � i„ � � ow m � �� ' �� SEEDETAIL PqRce�poon�se I� � I I p .�%� �¢ _ �q� �NpO distributed wit out the - ,.. "� , oe a9ia Pc ae� ��+ � I m '� PB145 PG53 LOi I9 �I� O � ~ 2 g w^� � PROP PERM �RAINAGE'� � � -� � - CO � � �I',t�. ; w -� p ` � - GPt� express written '//� MAINTENANCE ANO UTILITY� O o�\o .j aR I��' � OQ� a o �% I �ooWoa' o I �o?o o � �o , ��G� pOffl'115510f1 of the CI}Y 331 \ w � P OP G DI FM \ ` '�a a ci °� EASEMENT I�MUEI Z � , , n I aQ e e � Iw � w J W_� 3 p o 2� Q A�n o of Gr e en s b or o. � 15W�X13L%1f'TXK - _` � a-'� ^�.�� '� n �n�n � me 3�U�'�^�-� 2w \� ` \ dv ,i :� 4T�' � o �� '� O TR�_�PRdIECTION FENCE � , i I n a I o1� a ' n e�a a„�U / O _` � `," y� �� CLA55 8 RIP RFP " IPtS �0 ST � N0. 4dB �� a m� p �G'� �S� DE TA I L A esr 5 TONS � q' � -y�.-= -� �� a � �le � m a �= p o �-¢ a \ �lV(\ll iY p�hn L A T E R A L ' V' D I T C H � 1a Sr iiL T E R F A B Ri C � ,�, (BE ]NI 1,32+ep, aB LTI �_ I {' k, � 3 z 4�� z-ry y p��O qo�%� 1 Not ro Sco el � : -, - .- Exj$,T. 6" '^, r,•»-- - � �G -.' 2 �.� ¢ o C� �dT (� �' O,If WATERLPNE L" -� I-�,� I� � m 2 I/m 2� q \ r i GRAVEL ORIVE "; ,' �� P C '�,��' FV �,S � � �' . Y "a`o � y,a o � � `� $ -� - � 1 � r�ii O .,.:. �-� � � � j * END $ECTION ,, -- ": - fv ' . � I \ ��I ETO REMAIP'ROP 2 / ^ \ o �oun0 a - t iFr. SiW 41W Q \� �..�. LARED \\� l .-___ , I F,y�"� �E %IST 8 PVC SS � 4 /'� cei ¢ � p�4 /Z��o �� o �� s� '. F� d PRP R �� F�� E �' �- - � Cl] '� � � .".. I.:. l `.: M\\ �''.. . 4 OI FM...:.�._ ��~ ^�i!� � � n M'n. D-1 Fi. 3000PARC�ELry021]53REEKROAD i0 w : ¢ 0. 0�� .. Cib EAISEMENiVPBE13RPG 6pCESS ,' �e RCP ., I' F� IM �¢o' =�"oa DB �10a PG I605 �CLUB ' 1 PSliu Max. 0= 1 Ft. N � /� F �.. & _ , D= 5 F+. � I � . � -- _ GREENSBORO COUNiRY m {- � T058E ABANOONE '�j� � \ � .., . ...� T `p ` .� ZI a 1gUVnQo TYDe Of Liner= PSRM � EJ � �. 1]30 . ...., .. . �- CI .�-�T� FM ., I .� i.., / 3, � e^Qo ��_ FROM STA. 129+50 TO STA. 129+65 j� c .�;�� ,- . + f �� _ ' ____- UO)Irv ��i2z89 .29 I�� \� '� W z a � c ' ... - .�,� : I �FF I - `„ � � - 6. � • `. � -. -: - _ _ . _ _ - . - � ` `: . ,. � � � J / � CMY Oi i�sIM1YbW0 U /�E �� ` - -- -' HOI�•S�PL�V ` � . � coNveR* czp - , � 3 LoealMtrMomwlwn/�R�qw�ilsa '; � - _ r - - - - J� /A � � �, F� _ - C'REEKROAD ec ce ro M� � � // EiOS�E ABATIOON/ED)=� F . 4 . . ' ,Q�g�ryp€RD - _, _ _ _-- --- - - - - - - - ---- ---_ NSC582 �IL}; F - EX 1�`-!{�R ��. ,Ah� L ��.. / � -� ' COG Water Reswrces OeDt. _313-2033 �/ E .� ' fM",/��.' � . f � YPICAL) ��9 93 6 W � W/ FLOWABI.[��2t , � ;. � '\f GOOT Tra�fi[ Si9na] 3�3-2606 / ' </i�1i6� KM/�/'. .. _� . /� � ---- � - -- -�� -� --- - �33 ��. � .� � ,. A�. �4 COG/Gu�lfora Co. iele[om 313-2084 I aM p a5 E /'� � + �' rt� , -�-- - 1�� - �S�RCa . .... �\ N COGWa(erSu001Y -313-5855 trv. < fM�o-- �. ♦'�i w � 132f4D ---- �w .... s_ -�A �� lanksi�rea�menc a�ancs � E .: � t� ) '. �+' " �:: .... �� o-. . . � � -1�4� �5 RCa � ' \� N "\F GO�i Starm Wa(er _313-2569 \ E � M/ F. � i 3�� P6- 1]'45'23�E , ��. N28.a�, �0 - . ,>; . � , ,.. .. F M /E . A - _ - - 1226 . _.. . � � ..` .� iS ] a R o 60 � 99.33 REMO �� .� � �'2 V\ J /E f' - EM / p� ,� r 13 2� Z E ..: �_ �,., rPF . � C. �\ ; o y _ iilo r .� M r NOB I t2t9 �5'!RCPRCP � \ ''.i A � �� z,o�� .� _ �b� o� �.�_ _�__�_ -� �z,a ��_= �_ ��: �, � � ��.�' NPDES E F�� ' / . - _ _ `� �`"� � - Gen mit � FM /. , � o°' , ot I c O - °,% .m saa��E V� . -�� o_ � F` itz�� e-R�P�%1e , . c' �."� eral Per ' � ..� .:.zoo� .. Ex. i2" �.� , �c �� / a[uovi � � . �� .. .. / ��,/ 3.�� W �3 �'� � , .�� %pp�leS � �. � m 3" E . ry j. � ... J ex, iz" aca � � / a�- �c izz3 re: �- 6*Op �v � ,- � ' 3° q4 ` '+Op�iu J9 � . -� '� ,., . .. i _% � . ,/ � �. � � 2 . aaoeea.v r�ores - - _ ; / _. �� x p -;--. . . . o .. ��v O o � i2i1 �. FLOWABL^ RwP i.. 8'' j2 ��i��////\ � � � p'.2. 40�NOONEOOE��iO�BE ' 31E ___ ROP ROM_ __ `� / . iIT5 F\E C/s qCn �. O �A�"`� l �E � � �, DISTURBED AREA = O .. +� . � y BERM qISCH �. .�SSO m .�,; I MICHAEL GURN � F \ \ 4 p `�� 46.6 Acres � �NN� .. . � � �/ R $ ` SEE OETAII C \\104 p�RC€1qE00�8218 ROAD .�f 3106APARCELOb 00]�821E]H��AQ W_'f . � �q� PROP. 24" OIP WATERL\E •� , ^. �+ ��O i 130E N ' f � ✓ � / / ca a arv � � � I � � /m � � f C \ � � � i Z 1. ALL�SEPTIC FIELD NAiERIdLS ��j 2 � / B21 LF OF TREE PROTECTION FENCE \ �� 6 ��C� Z� /' LATERAL'V' DTICH ' 13 m� \ ¢'22 Pc J4O � } I '. DB 59]1 PG 1]ce /w �OG STO. N0. 4aB � �� GIS DISCLAIMER � /' O .. DB,e 43 PG ] _ PB 43 PG ] I b \\ '. ^ i SEE DETAIL A PAOPERL 0[SPOSE� OF I � � Ob� Cl5 O� lhig TO ShOW� rv 1325E � /�� HEADWALL 0 E NOiES � j � . w/ aseM �. e�+eou�+reaeo snnu ee _ . L0T � ,� HORSE PEN CREEK ROAD �" � 3��'� ^ � p MaacaecT P. dessua q Wifh o dotted I'nesfy�e were Z LATERAL �V' DITCH '� 2. E ISiING XELL i0 BE o\N ; "' DETAIL C /o p� - 134+80.18 3112 HORSE PEN CREEK ROAD\ \� n0� surveyetl. tney were PROP PEAMANENT pgpN00NE0 BERM DITCH c U ' SEE DE1qtL B - ��" DELTA = 61° 39' 03.07' (RTI aaece�ry omesaz ` com ietl b n r �ZBE OAAINA6E EASEMENT DE T A I L�� 1' $n � No. .o s�e�e� . T- q i 7, 70' v mel1hods, avai�ab e�on tne�� Q CHERYL J. HVATT � 129E , . �ATERAL �V� � c�+ �� BP8339 PG 136 `�` �L 3100 HORSE PEN CREEK ROAp � O ��,�� 1 t N o Scaiel �pq R= 7OO.00� LOiS IB-28 �� Geogrophic Informolion anece�N oo9so�z cwrN�oi.ru H��si.rv � ARC = 753.21' Syslem (GIS) soflwore used DB 6939 PG 3012 � 3102 HORSk. PtN CHEtK ROAD \ . L VAR. 8' 11� 06.40�� P PB 43 PG l ��- PARCELq 0096054 a*��a � � by the Gty of Greensboro. LOT 4 � OB 6351 PG 2050 �......."�J� l( rouna .� p • t/ft4 Siopa �0.0' 2�) D :, / CH = 717.39 NaTE: ..".. PB 43 PG ] Z. . Min. D= Ft. vt• � / SE = 4.0% ALL SEPTIC F}ECD MAiERiRLS ENCOVNTEREO ��T 3 �\ D=5 F+. Min p�1 Ft. SHALL BE PpOPEPLT OISPOSEO OF. t IIKE POMEN POLE 151 SiA. 3<*32.35 0 FROM STA. 127+q9 TO STA. 129+50 FROM STA. 129+65 T 5 A. 131+10 8.68 ar . -, -, -__ . . . . , - ;, , , � -.. . - ._ : . � . . , . , _- - ; � . . . �, . . � -�- �. - - . . . . . . f , . . .- J , -,'.�L - -- -----. -. -__ - .., - . . . I ��. .�� .; : ' .� .-,_ ., .- . . �J- - '. '�: I I -. , _ _ I . . , . ... I I � I . �. . . _I r - . -,�. . . � . . �-��i .. -�. -� , -.- . . : -�. . : .: - ,, . i -' �, -. , . . �. ��. '-- �. . �- -- ----' - -'- ' � - - - - -- - --- , : i .. . . . . _ _ .�i -- --- - - -- --- . ' _-- - ----- - -- --- - ��i . . . .. �,` . . -- - - . .. . . I ..-. - - ! --� �� - -- ---� _..._ . .. . . ',.. ' PROP. NOOE M1213 � - -- -- . . . _ - '�-. PVI STA. 128+50.00 �' ��3 PVI STA. 134+65.00 � ; - - !. PVI ELEV. 880.99 � , � OPEN ENO PIPE � -- SiA. f29+65.00(R) . , PVI ELEV. 879.'15 -:_ ,` LC = 120.00 �. INV.=878.23 ' �ZZ� PROP. LI x1221 LC = 120.00 : ; '_ : . : ,� ,_ . - K = . 86 �. . �� COG ST� M40 � - -� LOW PT. STA. 129+10.00 �PROP. CIk ]216 1z�b I . _ A. 134+28.90(L) K- 80 PROP. CI x1224 �1Zq �. I � - . �� . � ' COG STD x402 - iOP=BB0.04 LOW PT. STA. 134+z8.90 C�G Si0 M402 - - • . -- - - LOW PT. ELEV. 880.81 � � � STA. ]29+87.50( �� - �� LOW PT. ELEV. 879.29 STA. 134+80.001 � - �� TOP=8B7.36 - -� -=�- - . �. INV. IN i7279)=876.5] TOP=BB0.21 . - - ��. �' -�- - -�- -- - 1 ';' .SNV. IN112101=876.39 � INV. IN (1224)=876.55 '. - : $�: . . �. �. PROP. CI x1210�1�0 . ��.INV. IN(12271=875.68 �,. .._ ; ., - : ��. INV. IN (1220)/OUT�873.50 PROP. CI A122B13z8 INV. OUT=876.8] ,. . . - � __ COG 5T0 M402 � ---= 8�- �. �a �INV. �UT=B]5.6d � - � 4" GL D�COUT (G22� SiA. 134+26.90( COGPST�Ipd 2Z3�22y . . . . �_ - - - .: STa. 128+75.00 TOP Bi5.8 . TOP=881.12 . . � TOP=880.89 � PROP. �I Rf227 iz2� � - ` . . � STA. 133+86.28 � INV. IN/OUT=B72.70 STA. 134+80.00 ��. �. - . - � INV. IN /OUT=876.95 NC�OT STO R840.1fi - , ' � z 04• RT TOP=878.d5 �. - - - - - INSTaLL PER e852.0 '. � INV. IN/OUT=874.75 zZ6 pROP CI i1226 � PflOP. CI M1230 PROP CI Y1219 � COG i0 Nn02 - STA. ]29+87.501LI ii�p i��9 � r � - - TOP=880.58 D R40 COG STO Y402 am 4" GL Om �' --- - o � INV. IN 11214) =877.50 STA. 131+26.75 A. 133+80.00 (LI o r1 DIGOUT G23 '' � A. 13fi+]5.00 (F) ' _ PROP. CI N1211� -�� INV. IN 112121/OUT=875.88 TOP=881.99 . � � TOP=880.15 om TOP876.01 Nn � - �ii� ad INV. IN=874.93 . INV. OUT=876.75 � ( ) �m TOP=8B0.67 - . COG STO N402 �� PROP. CI �1214 INV. OUT=870.2] .+m STA 134+27.82 �m INV. IN/OUT=877.27 -- - . � A. 128�75.00IR) +°� i2ta 13te PROP. CI M1218 Q 3.32� LT. m ii �. - - - -- - - - -- -- TOP=880.69 N II OG ST X402 OG STO n402 m n --- -- - - - --- - -- INV IN/OUT=877.29 � STn 13o+fo oof PROP. TOMC LT .. �> � __�- - - -- _ A 133+80.00 (A) _ > TOP 881.0] PROP. TOC LT � TOP=B]8.39 U w a J - - - - - - - INV. OUT 877.6] � � - - _�') 1 69% �-) � >J - __-_-- --_- ---_- � _---- INV IN/�uT=B74.04 �w -_ >W _�-_- . .---___=_ __ �.. - - _ - '- �' _- _ -- ----- - �_-__ 0.30% ---_- - - _ - -_ ___-_ ___ ----�---- - _ - 8g0' ---- _ - ---__- - - 88Q = - _ �HGL(R) _-PFOP. 18' RCPIRI _ - --- _ __-_- _ _ __ __ ---- __ - -- (+) �S 2�% -i =i�s �.. �.i � `- __. . _ - -- 15.48 LF @ f0.20% � - ._ (-) 0 30%' � �. I EX15T. pROP TOMC RT PROP. GRADE -� -- --- - -- �_� � _-- -l� � GROUND - - � "R6L-k�� ' ..L . � � LINE . \ __ �.�Hf�lLl � � HGLIR __---- _ _ _. H � �� LINE PROP TOC RT HGL flil -� �- HGL l R GL (P) - HGL (R) ` � - � - � - � - - _ - - _- = I . �� . HGL(L) . _-- _ - __ - M I . . - _ R) 1- 1- � I -' - � ABf� "-A LI � _-__--- _-__ ---_ -- - -- � , - - _ _ _ _ _ _ '__' 172.50 L -------- ----- _-- ----_ -- , PP . 1 - - -- . � - r APPROX. LOCATION ' � ___ -__--- ., OP iF' @ j % � � .. '.� - � PROP. 15" RCP(R - � PFGPS CI 412253zz0 - T � .. .. --. ----. . ..]n2 p 2G"@ROPILO% EXIST. 4" PLAST�C GAS LINE �: B5.f3 LF @ 0.50� : T� k 0 O 291.88 LF @ RC 48% - � -� - -- - - ' y' - - -'-- 63 LF 5 _ � - �._. __ _ � T - . ... _- F� . . . . . -. -- - - -. _ _ __ . PROP. 15" RCP (L) 49.26 LF @ 0.50% � STA 135+30.00 ( �� - ',_ �: PROP. I5" PCP (R1 - - _ __ -__ _ . _ .- __. _._ _'_ - _. _ _ _ _ . _ � � TOP B78 92 � __ } '� �' ,-- / i-------- EXIST. 24 -- -- PROP. ]5' RCP R 46.27 LF @ 0.50% � � .. 205.00 LF @ 1.48% -- ..__ 1 � -'--- II ., INV. IN-875 47 --- . . . .. - PROP. 15" RCP (RI � PR P 4' R P ' - -- -- �- � - -- PROP. 24�• W PROP. ]5" RLP L _._ . , .. . . -� PROP. 15" RCP L 0. 0 LF @ 0.50% . -� � � � - -� � .. - 51.47 LF @ 0.50% INV. OUT=875:22.__ _ p'. W� . - ,,_ . - 1a5.00 LF @ 0.50% ` PROP. 15 PCP l - _ ' - ---- Ex1ST Z ' �' ' . ..� - WL _ _ _ _ __ _ -- 22.59 LF @ 0.50% ._. __ _ -. -- .. 8%0 . . . . 0 . 2 ' C fL) .. ... . - . . .. -� . 87 . -_ � . _ . : . . . -- . . .. 38.97 LF @ 0.50% PROP. CI N1217 PqOP. CI e1220 ' � -.... -. . -_.-� -... � . . �. PROP. 24" RCP IRI tit� p40 IZZo COG 5 D k403 �_ ...PROP. 18" RCP R . �'. . � --" � . -- - PROP. 24" RCPIL PROP. ]B" RCP PROP. 18" FCP(P) �� I� - -- - � 42.40 LF @ 0.50% A. ]32+90.00 lRl A. 13da28.90 (R) 42.75 LF @ 2.00% a7.31. LF @ 1.00% . 1=_. - '; ��, ; ��. . . 73.5] LF @ 3.00% TOP=878.66 � TOP=070.28 48.35 LF @ O.B7% . ' PROP. CI af212 12�2 INV. OUT=875.26 INV. IN (7278)=674.6] +.., . . _ � � COG STO N402 INV. IN (f223)/OUT=874.36 � � �, - STA. ]29+65.001 � � E%.� CI X#229 izz9 � . � TOPn880.35 EXIS?. 8" PVC SS . .�_ . I y � (BELOW PROP. 4'� FM) STA. 13a 57.25 (�) _ - - 24'� W(. DIGOUT (W181 INV. IN 11211)=876.84 �. ��. �. INV. 866.83 Ex.�. TOP=881.29 _- _ � ��-- TOP 8ja.56 INV. IN U2131 =876.65 Fr '� PROP. 18" RLP ILI 32. 17 LF @ 2.50% �222 + CONVERT/OU�iMH71.30 = _ - I � - �. STA. 129+55 53 INV. DUT=876.09 � � EX. CI e1222 COG STO a420-A - - ..� 17.92� RT. , 1z�s PROP. OUTLET N1215 _ . I ��. PROP. 18" ACP(L) 30.95 LF @ 4.52% E%IST. INLET TOP-881.43 I I . ' E%IST. 4' GAS (G21) T4. 131� 7.SOfLI '.. . . 5. 134 54.471L) EX. 8" RCPfL -: � ' � = - TOP 875J9 INv.=86B.00 �. �. �. . . TOP=875.97 . '. . �'. __ - . : � ��..,.'��- STA. 129+55.62 � �� INV. IN=869.95 25.35 LF @ 5.33% �. . �. : . - �. . �. , � . . . � ,.T� 18.42 RT. . . �. . . �. . . . . � . . . �.. R�� .. . .. �. �. �. �. � . �. INV. OUT=869.56 . . . .. �. �. . �. . �. �. 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB N0. P-Oa9a5 CITY OF GREENSBORO C-12 HDR Enginccring, I�c. of thc Carolinas ROADWAY 2010-010 03/15/11 DESIGNED 12 02 13 BY HDR E N G I N E E R I N G D I VI S I ON aaoso��ncnu«ns«ee�,s��ei000 sewER coHsr. suever ar HORSE PEN CREEK RD. IMPROVEMENTS sNeer Ho. Charlotre,NC 2R202 WATER � � CHECKEO BY NEW GARDEN ROAD TO a50' WEST N.C.D.GL.S. License Number: P-0766 � �F � SIDEWALK 2010-010 03/15/11 SCALE:I'=40' HORIZ 1'=4' VERT OF BATTLEGROUND AVENUE US 220 � a � 0 ti c o v N• • U 0 z T W L d o w � � - �� .��o xi� �o�v n�nti m..� v�?� 3v • \ ` \0°sras"ie+ar 9BSa \ ��P � d O r n�'�n50 � �yv� � voiZ q.p0 v 9�3:P I1 �.,0`�n�PJ� S�.\41 �\`'!, mW...Om P9N9OP.� Q \ DU Si153.85 LBL BB 56 \ mOd9P�yP.'f-. _� .. �\ `�i �T i = 9+98.00 BRINTON DRIVE �u� �OwE9�jE�t55 a.ia ar _.. . .,- _ . ; . - � , ., : - . : . ., .--,, ..- . � � � - '� ;- ' �-�-I-I I ��.. �,� � . '�.- . I I I '. - _ _ � - I I -� � I. � � � � .� i._ �. . .. .. - '' . � � �� ; � - - - - H_ . � � I ��. I : �� OUSiA.�t9�t+88.9515) . . 5 91 Li � �U E POWEIi POLE 58 � � \ � Si a3+)i.'l6 � �� 50NW , � 53 ii Li LOiS B. OFFUTT & v�� " ROBERT L. OFFUiT \� ��,��; C'. (\ 35 CARLSON iERRACE 3,qq' ovae POWEIi POLE 59 CI1 OF GPEEq5B0R0 vOiE � STa. <3*4i.02� STa. 5+90.30 1.38" zo�sa Fi 6.Sfi Lt 2.74' I �RLSON��AIRY ROAD ISR 2190) ? � PI =' 14+00.87 / �EITA =32° 04' St.23" tRTI T = 71.88' R = 250•00' ARC = 139.98' � 22° 52' 05.92" / m� CH = 138.16'� �$E = N Q� OIIRE PONEF POLE 163 2CSONDALRYRD. (SR 2J90) .' � � s*a5 �as.sa.e3 MIRACLE PROPERiIES. LLC - OIIKE POWEF POLE I]2 60N 5100 HE�RICN DRIVE ..� / P'"Q� ST�52,9> �i'�a CItY OF GfVEEH5BOP0 Pp�E �� Si1. I 6K9.I1 6�.i2 LT -I � � �. ': I - 13]SE TUSCANV HOMEOWNER'S ASSOCIATION 4005 TUSCANY LANE PARCELq 00�8451 DB 6851 PC 2284 PB 166 PC 94 U F- W w S N w Q w Z J S PROF � COG CONTRACT SHEET _ OF � SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. �dT J�`�YjPR�� r 7p �r� � HffiO68YQ/dIH CQiCACI'U[�-C1IZ f�i7&[ 1�00-Q91-�9N Qly a Gn�ruboro UrW«prourW Loealw Infomwlbn/R�qw�ls COG Water Reso�rces OeD�, -313-2033 GO�i iraff�c S�9na] _ _ _ _313-2606 COG/Guilforp Co. ielecom _313-2084 COG Xater Su00�Y�- - - - -3)3-5855 TenkS/T�pltmPnl P18nf5 GOUi Starm Xater._ _ _ _ _3)3-2569 NPDES General Permit Applies ISTURBED AREA = 46.6 Acres � I -� PVI STA. 14fi+2p 00 I�, � PVI ELEV. 883.00 . � � �. . LC = 720.00 � - � � � - �� EXIST. 55 MANHOLF� � . �. �. - � \-'�/ COG STp ;Y402 \"%NCOOT STO A'�840.16 TOP=883.98 K _ 99 �. _ `57A. 144.67 00(L) `INSTALL PEA X852.06 INV. IN/IN/OUT=880.58 80.00 I I ,, _ TOP 884 94 � PI. BRINTON DR. , � TOP=BBc.97 STa. ]a5+2a.001U EXIST. SS MANHOLE LOW PT. STA 146+ �-'�. INV.IN 880 36'1 - STA. 142+75.56 INV. OU7=BB1.5] TOP=88a.5f rTOP - 882 81 � LOW PT. ELEV 882.71 � � � I - - : � INV. OUT= 879.93' I � I �, �� - � � � INv Oui=BB�.6� oN / INV IN= 8760Y � � I t: _- :4" GL DIGOUT (G24) Or : PAOP. CI N13]] 13t1�� . p� oo INV. OUT= 876.05� PROP CI M1319 ��. 8�: �. . - '- . �. � TOP 8$1.2) 1 . _ �.;: _ .:. .. ��. ��. �� . ;... " / . �. 1319 �. : o v co� sTo M402 o a o Q coc sTo eaoz ' 89Q � EXIST SS MANHOLF -� EXIST. 55 MANHOLF - -� �- . . STA. 139+92.45 m�ri . STA. 140a25.501 � TOP = 884.57 �� +m TOP = 881.22 A. ]47+86.00(R) � PROP. TOC LT 2.67 LT. � TOP=BB5.56 � � � � m � TOP=881.90 � � �� - � � - +co - . WV. IN= 878.57' pm . INV. IN= 874.83' . . . _ . �}�0 PROP CI N1310 � INV. OUT=BB2. f6 -. � �� INV. OUT= 878.51' p II Q�i INV. OUT= 874,82' � INV. IN (13161=878.50 � � �� - PROP. TOMC LT � COG Si0 aa02 ii � - � A. 139+75.00(R) (-1 0.62% � � �> � P.I. CARLSON on INV.IIN 11318)/OUT=872.31 � PROP. TOMC RT r�P 88a.99 �' w '1 1.20% _____ ___ � PROP. GRLINE �' � a m AI Y RD. o �i � �� ,- -_-__----_- a � a STA. 145+85.56 � m ExIST. CB zt3fB ' INV. IN/Out=881.59 > w - � - - - - > w � m i3�8 - ~-------_ 0.6 % -��) aW � a ii � Ex. TOP-879.27 �� PROP. TOC RT -- _---- - O c� STn. ]a7+85.]O(RI � C �--- --- --====s- - = _--- --�- - -- ---- �o, '. • _ - � - - _ � - - � - � � _ _ _ _ ' ^ ` ' � e � � w INV. IN/OUT-876.20 � 1 > . . __ _ -�� -�-- �� EXIST. . '-_.__- o� . ___.�-__� -_____ �� 1.7p% jw COGNSTOTa420J8 _- -_ � �� --- GROUND °'. - i-� - --�_ (-) 0.49% TOP 879.50 . . _ ---__�- ��-� _---� c�0.t LINE �io . �-_ __- -_ . --- ��- � _��---� . . . . O1m �. ' -�-___ � PROP 70C LT RT - _ _ � {-'MGA IL) - � - �-�� I/i ._- - (U _ . � �� HGL lPl -'�'�j-}s! .Ty� _ _ _ __ _ _ _ _ _ PROP. 15" RLP L gg� _� -_ -_____ _- _ .. I __ I�-� __- _-__� .-. . __ ____ ti 40% � HGL R7 - ---___--- RCPaB�% . .� ___-__._-..----__. _ ... _ _-.-__-_ ---_- -a ___ �. . __ __ ----------- 90.35 LF @ 0.63% __ .-- . . -- -- . _ . . .._ 1 l @ _-- -PPOP. .' _ _.. . � 291.B0 F@ � PPOP ]5" RCPIL I�I --- -" _ 7 { J-- , P ��Ft� AC�P 2) . . �__- _._-._.-. .'--y' 1L . _ . . . -- -_ ____ -, �. . . % � � � - I Y ..- - .-- ,_.- -' ___ - ---' --. . -' -._ . '.-- ' '� ___. - �_- -__- - - I � . �� . _-.__- _.. _.. _- -. - -_ I . � _... _ i .-_ .... c . . . . - - I -I_ . ��. . . . PROP. ]5" RCP(L) . ' -_' -__ _._ . - . . . 42.42 LF @ 2.43% � EX�S��Z�n � -�� '24" WL DIGOUT (W19) LEXIST. 4' DIP FM � '� . ; ' _ ------- ------- _ � :- 'I..,'� --�-- ' -.� �� . TOP 879.9d � �� . ` - -. .- � APPROX. LOCATION i� 12" WL DIGOUT (W201 ... .... �� -- - . ._.__ . J- - � � - ' � STA. 139+93J3 . _ EXIST. 4" PLASTIC I � TOP 879.27 ._..1 . - GAS LINE STA. 145+27.55 i316 7ROP. CI a]316 ,-- � �� 42.40' LT. COG STO N402 � � � � �� . . . . - . ..__ . .._ -_�. __ � �.-. . A. ]46+50.00 IR1 .. _ -_ __ __ -_- __ _ 2.62' LT, r PVI STA. 145+00.00 TOP=B82.60 �� PROP. CI N1317 PROP. 15" RLPILI . . � . . " - '-- �. �y `--��,='� �� --' : ��.- �:.- � � . ..� �. ' . ��. �. �. . � --- � ' �-� - PVI ELEV. 885.03 INv. OU7=879.20 COG STO M402 135.00 LF @ 0.55% 8']Q n � - - - - .- I � � � LC = 120.00 A. 147+65.00(LI I I j I I = -'I - - Rb(1 ' 137+00 . -..�� ,.. . . . . 138+00 139+00 -- -- . - -- K- . 112 . WATER VAI�VE DIGOUT TOP-882.00 PROP. 15" ALPILI _ - - -- . - _ - 24 WL (W21) INV. IN/OUT=B77.20 51.77 LF @ 1.93% - - - - - - - HIGH PT, STA.144+q0.00 TOP XXX.XX � � HIGH PT. ELEV. 885.41 STA. 146+32.97 4" GL DIGOUT (G25�- - - --- -- PVI STA 141+40 00 - - -- � _' 880 GIS DISCLAIMER Objecls on lhis mop show� whh o dottetl ifnesly�e were nol surveyed, they were compiletl by photogrommetric melhods, availoble o� the Geogrophic Informolion System (Gi5) soflwore usetl by the Gly of Greensboro. - PVI ELEV. 887.27 . ' . 8.09 RT. TOP 8 5.4 .... 1 . . . . . STA. 147+�9.67 � .. _. � LC = 300.00 8 93 RT. ��. K = ifi4 �� MIGH P7. STA.741+87.87 _ - � HIGH P7. ELEV. 866.66 : � _ I _- . . �. �. . . , -. . . . .. ... . . .. .. '. . .. .. .. 140+00 141+00 142 REVISIONS TYPE HDR Enginccring, ]nc. of thc CarolinaE ROADWAI 440 South Church Street, Suite 1000 SEWER Charlotte, NC 28202 WATER N.C.6.E.L.S. License Number. C-0166 ,,,,,�,,,,,,, �� 10 143+00 144+00 CONTRACT CONTRACTOR AS-BUILT AUTH. DATE � 2010-010 , . 03/15/11 2010-01p �� . �� . � EX. ]5" RCP (R1 1 27.22 LF @ 14.29% I', � 1 . . . . . �. �. EX. 15" RCP (R1 � . � � � 3 .57 LF @ ]3. 2% ��. - � Ex. vI M1320 '. �= SEE SHEET C-26 FOR BRINTON DR. PROFILE ' 120ExIST. IN�ET 5 . ]47+87.401R1 . � : SEE SHEET C-20 FOR CARLSON DAIRY Rp. PROFILE TOP=e�o.eo � INV. IN=867.84 � �. CHECKED PROP. ]5 RCP (R �o�.00 �F @ 0.50% g 147+00 148+00 P-Oa9a5 CITY OF GREENSBORO C-1 3 er HDR ENGINEERING DIVISION ei" HORSE PEN CREEK RD. IMPROVEMENTS SHEET N0. BY NEW GARDEN ROAD TO a50' WEST 9 Z �1 Z �_. r.mor� nr ce.nrroro�n�n e��cu��r n�c o�m ��F � � � BEGI SFRHCPidRI"OF GRAY BLUFF COURT o o�+ a�y4 \ \ � / 7A, 1 +7 . ��0 �:-� -��- CONTRACT SHEET / _ OIIaE POWER POLE ti5 DlltE POwEF PO�E �i6 --- 13 ' e4.�'� \ / _ �F � -� Sis. 151t3�.66 SiA. i52«fii.b3 0,0X OUKE PpNEfl POLE iB DUKE POMEIi POLE 119 OUKE POwEA PpLE li3 - -�� 31.9] Li 29.fi9 L} .1LIB �� SiA.5194�iT.i3 \ s*a3z�ii,or.�a Sis, ia9*83.38 � ___ � 3.a0LT A � 7- =- P.I. = 153+10.45 HORSE PEN CREEK ROAD M/ � ^' G � p ` /3zzw��N,� SENSITIVE INFORMATION �� 4303J�RATBLUFF COURT pu mqahcaF,�e�onrve = 14+33. O9 RAY ULUFF COURT � r� 3p �RSe PE ENTS� l(C i. a - PARGEIHAPGS _-�� _ � S ¢ �RC PN 9R6 N�l l� be C� led �i ¢ o/ m pp]8361 [oNCRETE OaIVE . _ N. - ',,, 69N 2 OB 6g �X 0 �B EEK �A P N ��! PB �3�qP� 56 32 ',_� __-- a� %, � m 5 ��;9� 49 44 E \y�. CLArTON VERNOON KEr ona wte �� 3 G 32 R� distributed WI}�'IOUt the / �o� z GRAYBI,UFFCT, o� >I il ezis�. e �\o ^ooaaaRONEp oo e3seuRr 6'')`% roNR MHRiNOcu \� ? � exp�2S5 written � �p 6 65N see SHEET c-ze FOR T m, � °^d w`e o permission of the City N�0'0� 3fi E p�n�LF - � ^�- � �IP WATERLINE, .t�, DB 523] PG 215 iRiNGu O61NW 13 �'� m� � BHRBARA PARRIS PB i3� PG 56 4005 SiONE BLUFF COURT Q �a�PO5E0 SAFEiv of Greensboro. ,.�. - - 25101' __-- I„- .. � _ LOi }] \ PARCELq 00]8395 � FENCE E.K. NOLDNG COMPANY, LLC �PF - $ oi�' ^�. � 63NW �.mj DB 5231 PG 184] _, �pF q� MlS) 320] HORSE PEN CREEK ROAO - �-- ' CONCAETE OAIV , � PB 13] PG 56 - U _ S 89' 09' i t" E l� f ,� 2N wife. � .a3o33 I� m� I nARCEL \ pJ�' �t\ll iY PR"w� PARCEL 00]8224 4-n CLAPP N LOi 36 ��O OB 6363 PG 2245 �.�: ♦ �@T PB 160 PG 104 Q � ' � � � I 4001 STONE 6�UFF COURT m 2 �' FENCE S�s.�15>�>5 00 " o �F'lf'� p ��. � p 00�839] \ Q REMOVE Ek. 15" yp � a o � ' � � i� -. 8 6469 PG 25�3 � �_ _ /1 ;' � � � � a - z' � � 6301 GRAY BLUGF COURT � + H I ' _ . 'o � �1 � �d6 13] PG�jS . .v�.- � ^ n o N 00' E%. CB TO MT '--. om ', ,r� / j PARCEL 00]8360 r M9YE-EX.-15'-RCP� I � W �..:��1.0% . .. � •• . ....,..�_ REMO . F N CONyER I DB 54]8 PG 1893 ��. LOi 38 \ VE EX: MH e � � - ~ S ^ J_ iERRI LYNN LATOZ ' ' \ �E �3 .-. a.. EXSi 20' UiILIiY .. PROP. a0W . 4 a � a , . _ _� ., _ - ; � w ' o N ' PB LQdPG 56 �`.�. _ _ _ _ ,'.., � REMOVE_EX. CB j 5 _:� 4 �. \ f _F:. ___Ev � __ :E. _ E . � ESMi PBI3)^ P�E ,._ RRA7N REMOVE EX �15" RCP� �,_ ' HRliBYQID811 � �_�� ...--- l ....,. a F_ 20% _. ... F.�..,.'. ... ... ,T , E��.-F E��? �� . PFOG 15� 55 0 � �ry �_ - � -__...:- .� . �� MODfiEO COC §l0 NO �I6 8, v�'i k_�-�,•.�ri�� -� .-..' =� _-_.. = _ y o . _ . .. PV` UNDEE _' .FEMOVE EX. C8 m/ �� N , - ��j� __ f / 6 _ . V - V �-�'� - � '� i COMMERG�AL ORiJEWA ' I � O� .' Uii(',IYY ` .- - E . ' a2a �^� 62 B% .., -��--i _ _ E _E= ( n - � V �._ / . _ " �- _ # � UO NOi OiSNFB 5GN "r.:. � �� . � � . TVP_ -v 'ES StPB10 � P E��'E '�� " ' - _ � _ _ � - �' _ _ .- � :� L� k . V _ / .. g f �� ^ , _ � C�LOCCJIM IAIORTIOMOIIU ��1SIC a J, _ . -_ 'a E--mr , .. �.= �s1i r� m ^ - _ __ _ ' �� i6 � U ENO SaFEiv GENtt Ep3pHp i I I � - E �- .-. � �- � o N�� - � - .. �-_ N� l8' �..E .. G / COG Water Reswrces OeDI. _313-2033 r �.: SiA. ts9.i0.00 v '� P � ....�-E..- :. . ��' h -- \ - ' �. m Q ' �5 �RCP _' N � ..� 200I' SiORaGE N82'S '4 • Q V GOOi Tra�fi[ Si9na] 3�3 2606 q � .. - __ _ _ _ .a .:. Ul ��' � -' ` � -- - - -- ". ,. � � _ �� + 0.1>' o 'o '^ .50.�E _ COG/Gu�lfora Co. iele[om_313-2084 w NCE E . � . _ _ . . -_ _ _ - - p . _ ----3)3-5855 PROPOSED SAfEir FE ^ _ _ , . . .. _ _ _ o >. . > j10-.StORaGE >� � 5�� 0 l�"E - S [ �', '� �- � - - � . , �� .• .� � 1S4 OO �. � OPEP � � COTanks/Treat�ment Planfs � �� n �'- . . . � .. . � � 0� . - I � � 3� 28' _ REMpVE E�( - - - - � • � )5. � N N3 �c/ GO�i Starm Wa(er _313-2569 , °' �� .9a 5➢ � � - u c � .. ..: o .. � o ,o . a .. . . � �.: ' w y � . .:: : ,�. __ _ 34 ' __ 'yc�1� SRpEP o _ .a N6�'36'9 . afi � 15 RCP _ _ ) 3 _ - 3�'S:_ _ ..J4a �� w � _ s E � �op. �av a Ew W 4' z z �]56+ „"_� . N , u N�� _ .-:,, .+.. m N 65, 23 .. __ aa. 5��.: zz � uso .zz.5z � ' �� 's .... � N E%ISTING jp0 StOPPGE , . NiS_'�2 2] W �i4�3 - x _ O . �. �. m 6" �IP ,c'o . � .. ' - - � _ j1 m si - - N + - .�_3 .� WATERLINE � � � P ta1 B , . ; � __ Epr�v �aRa � NP ES ��- �' � aRs �, �s�� .z , w o a � ' e ' �� i5o.00 � � � -- . �_'� ,� b,.z, 6 3R --�� . E� ` ,`� R o GenerolDPermit ti F � z� L'�h R f 0 d(jh4� � f5'FLP� � E -. �'. � �. . � O o ' ..: �- . . ��E \ .^ � 3.R n5F ALi �� .-�9T � SB S' -� ' ^ O A I i es � " r rv } 120 SiOPPGE �. � .�+��- --�T " - ER �\ ,...�. � .•E ' � 035 ai6GB COMM�Cin� �� 66t5' � REMOVE � 9 6� _a�� 1a21 o PP � ± �: � E � REMOVE EX. � E DR vEWAr PPOP PERMANENT R� Pp E%. DI �� F�O. � - m . O Q -- '" � � *96:3f �= 1410 '� � � '� E� E '�-� E,�GNOP. ROX y� I : + ZF E E E E � I . ' REMOVE E%�'CB � _ �� .F 'I' � " ��" 33J5 -•. . . . W _ x . %I e ,..,. .... I BII' n5 � OpAINAGE EASEMENT .OVE Ex 15" RCP C RP N DISTURBED AREA 'o : 6 PROP. 15 PEFMANEN :. z ... , � . . � . i. 3 , .. 15" RC . / REMOVE EX. IS" RCP �<g - �-' � � �� - . 9,0%� � ' �. 3 � 00.00 �. i w � � �RAINAGE EASEMENT � REMfl�E E%. CB '� � ' �0o NOT i✓/' � 46 6 EO C.O�.G. � 5.n3 )5 ' ,� RELOCATE EXISTING R U . A Cres• J � � e a ,� BI.65' .�E%ISi. 6" OIP 55 OISiuRB SIGN ' �' ' 4 J 9 ��.2A '� •50400 ' - i� N . � 1415E �RIVEWAY REMOVE E%. IS' RCP � ^' hi U� . I 1f. 5 ____ � . . • � . ... e�E I. ` N �iION °:�� I. MOREHEAD UNTIE� METHO�ST CHURCH /. , �� `� I Q � � I � . �v NOUSCANV HOMEOWNER 5 ASSOCI� I . � I ��,./ .� , � � ... ' � � Si0.N0 16 B j0� o, � 3214 ORSE PEN CREEK ROAD � f F pt Oa1VE av *1-:2E �= �.1 y t 9s uwB a0a2 iUSCnn�r LANE Im; 1405 ti� �BR6 HO RSE, PEN C REE K RO A� .•.. ` / `\ � . ~ CO ERCI L � � - s z a 3 6 z e � E ; � � I a . �� . g GIS DISCLAIMER ENO GunaORnIL �� 4 3 ' PARCELq 00]Ba5] y' �-�� VIRGINIA C. JOYNER, TRUSTEE � ,1� OB 6851 PG 2284 .' 3212 HORSE PEN CREEK ROAO wl- PI = 154+82.39 Qb�CClS O� lhig TOp ShOW� nN0 SaFEiv _5 291 73' 4 . A N�.. PB 1]I PG 119 9 FENCE s*s _ � z i, PnRCELq 00�822t �' �ELTA =25° 27' 14.88" IRTI -' -� -- With o dot�ed line5fyle We�e fa8.50.00 _ P y�` w�� I DB 625a PG 29]3 �' T- 304.91' ��s*a�"z<.19E3980 Ye Y nOl SurvC tl. lhe were compiletl by photogrommetric 0" E� Im �� nceess esrerN� . TUSCANY LANE ARC = � 599.�75' �' 136.23 a� melhods, availoble on lhe 385 -�.�.. �-U� �� PB 1]0 PG 96 P� = 1+94.36 4° 14� JB.B7�� ., DUSTA�,t55 OS 26�i ruscnNv onneowrv[rYs ,�° ' ��-�� I! 3a.aa ar �� Geogrophic Informolion assacianoN �-� DELTA = 4° 37' 14. 6` (LTI SE = 594 NC Syslem (GIS) soflwore used s9oe sieNn reaance TUSCANYLANL' � i= e.07' i^ZS by tne Cfty ot Gree�sboro. aqeCe�p oo�aass � SEE SHEET C-26 FOci PROFILE I� R= 200.00" rouNc nneN's cHRisnnN nSsoannoN or GREENSeOeo, iNcoaaoanreo DB 6851 P� �zea z�.I�'� . ARc = ��6. �3• P• I. = 149+47. 57 HORSE PEN CRE K� ROAD 3z,e HORSE PEN �ReeK ROAo PB 1]0 PG 96 f END CONSTRUCTION OF TUSCP.NY y ouKE POwER VpLE �a � 28° 3�" 52.40" _ + vnRce�N ooeoass ! sr<. s+na.zs' I cH = t6.t2' 10 00. 00 TUSCANY LANE oe s�aa ac nes STA. 10+ .Q�� -- � �� 3a.i6 FL PB 14] PG 110 . . . . . i, � ., . -._ . _.. - -� �. . . . -- --'- -'- ------, -. -.-,- _ , . , - ., .:.- . . .. I �- �.- _ �'. ,,. � .��I.. - I-f � 1 �I-� � �� . �. - �' =I � ��. -- - - --- _ -,-- . , ��.. . . . - . . . . '-� �- � � - - � � F- -� I -�- . '. . � . � . . . � ` . . � . . �J . . . . . ., . . . . - PROP. CI ef4ff EXIST. SS MANHOL � EXIST. 2" GAS (G26) - - I� -- -- - - I _ PROP CI #1410 � 141t �+ : � TOP 873.00 � - - ino - roG SiD ea02 � TOP = 879.03 ina i3 32�LT+68.30 CURVE DATA�LINE BACK ' � � COG STO p402 STA. ]49a00.00( INV IN= $72,75� � PROP. GI M7414 PROP. CI M1412 - � A. ]48+93.00 (RI iais ip �. .-- TOP=881.38 TOP=881.34 �NV. OUT= 872.68� NC00T STO N840.16 p ip COG STO N402 pROP. GI M7417 � - PVI STA.BK �. 157+60.00 �� - INV. OUT=877.94 STALL PER 1'852.06 STA 152+61.00(� - INv. Oui=877.98 PROP. GRADE sTn. �52t2o.00(�) � � TOP=87fi.a9 NC001 5 D x840.16 161 � _ �. PVI ELEV. 862.SG -. _ � I - LINE . T�P=8�6.57 + m INV OUT=B]3.09 INSTGLL PER R852.0 ' - - LC = 210.00 .. . � . - -------_ H � STA. 152+84.00IL1 . . . . - -- - PROP. TOC LT/RT � INV. OUT=073.67 ,� . � -- _ K = � fi6 PROP. GI x]a22 . . . :=( -�- I _ __� = f-) 0.49% 3�/& _ 70P=B74.39 -= LOW PT. STA. 158+15.50 �a22NCD0T STD p840.]6 . . ' � � , $80: �. �.. . �. . --��-_� . �g . . F . . INV IN/OUT=871.50 �. �.- W PT. ELEV. 862.72 LL�.P . � ._.__�Q, . _- ------ _- -�ROP, Tp� �� STAC152+93477(L)ta�4 � �- � STA. 7TOP=863.00 � � I - - - � - _ _ - - - - _ - - _ - _ _ _ - - . . HG� IA1 � p � - - � � � � � T EX. TOP 873 19 � � . � LO � INV IN/OUT 860.20 . _ _ _ �. d � � GRDUND � - � � _� � \ j w / INV. IN I1412I =869.87 � -� .. . PROP CI a 1423 �. - - _ . . . . . LINE PROP. TOC RT INV. IN (1a17)=870.91 = . .. . .. ta23 . . _ _ � � + m �i� � INV. OUT=869.36 -- -�-- - . . . COG STO X402 � . . . - - �' � CONVERT TO MH � �� ' �� A. ]57+65.00IRI � '� -'� --- - -- �� ,. PROP ]5" RCP lRl p II _ � . : TOP=862.48 � - � . ]07.00 LF @ 0.50% - . . . �. � \ COG $TD r420-A � . . . . . - - - - -- - - - -- - � INV. IN/OUT=859.08 - -- -------- �--_---_� '� 1413 PROP. CI M1413 �� 3��f TOP=874.5] '�' - --- ------ -- ----�----- -- COG Srp x402 58 P.I. GRAY BLUFF CL . � 21 PPOP. GI e�a2� EXIST. 15" 5S > w ��-� �� A. 752+07.00 (R) STA. 753+10.45 PROP CI #1420 � NCOOT STD M840. 16� . . - _ � - - TOP=876. 20 �GC Ill _ (, � � . �a�0 COG S 0 M402 STALL PER N852. O6 _ _ _ _ _ _ _ _ _ __ _ _ _ - � - __ -__ -__ _- ' . . . - -_ __ ._ .__ .- __ _ . __ - _ - -. . _ , _ �Z \ c< ', � � � 2. � � � A. 755a53.00 (RI STA. 157�r15.00 fL) ' _ - - _ - _ _ . . . . . ._ � E 'S \ \ � � 47% � ` ` TOP-863.75 i _ L.Jq i- �� '� -- �� XI � M^�lRJ �� `� � OU��863 54 INVP OUT 860.85� � ma _ P�'.-f] BO _ _ _ � r- _.__- _ �[t �� _- __ '-�-_- ST . ` � � ��` . IN/ . � . _ - _'__ _ ___ ___ �r __._ SS �� ` PRO. TOMC RT mo �.. - . H.IO_ . PROP. 15 RCP� L � - � � \ � '�.. .. � �` � �� ` PROP.PTOMC LT �� N� ' - - - � . � o. _, ' � ___ -�--- :i_ E � . ' � . _ oo ' _ - - _ --- --- X�Sr� 2a^ �-_. ��..� - �., �. �� . mm - . _- ' : - _' ...._ � � \ ��" . � `P . ui n + + . , �� PVI STA. 151 00.00 --, �� "`_= ROP Tp� "� umiumi . _ - � - -- '_ . . --.- � � �T �w � � - � � � - �.-= PVI ELEV. � BB0.66 - - - , � .,,I, I � PROP 15" PCP � � .. . \ \ H�llR) �� a � . �.. - _ - - _- = I I -. :;. . �-- ' -' LC = 280. 00 64. 25 lF @ 3. 38% � -�. ' \ � � \ � � _ � ` w - - I � � L� � � � : K = � 97 PPOP 15" RCP R � i .. . 2B6.2Q �F" � � � � � � . . . . �_ � i - - . ��- --� -- - - - HIGH PT. STA. 149+fi0.00 49.58 LF @ 3.82% i� ...-- �_�� @�.`% �P � � �� NN � - -- -- � . ��` -- .- T - : HIGH PT. ELEV. 881.35 iafs PROP. CI x1a15 �' .' �.�.-.._.,, �. ��` .. ROP�r�� R'T �� __ . - � --� - --- - - - . -,- . . COG STD #403 ...._. - �� - '- �. _ ��. - � A. 152+58.00 (R1 PROP. 15 RCP L '..- � � � � � � - _ . . ... � �. TOP=874.30 41.47 LF @ ].4]% fXIST )� ��_ �"��lfq� - _ � . . - - ' . . INV. IN/IN/OUT=870.90 o M��.� � 5" S$ _ � � - . J - - - .. . . . . . . . . . : . PROP 15" RCP L o O , \ ' . -2� �-11F CP ' 2' 4� (+) 0. 7Y% . �- . . . ,_ - - : �.- - --- . 34.79 �F @ 9.24% . .. � _ (RI - - �- - ' � __ ___ _ __ PROP. 15" RCP R �� ... , �Z,{� MGL(LI MGL . . . OP - . `.._ , _ _ _ _ ]7.53 LF @ 1.98% PROP. GI N1416 iet6 +� � � I�{ EXIST. 1 �_ _ � . H6O _ . . COG ST� x n10 w/ � � n ' :- - � �SS=�`� � �. �. : - _- --- - --- - - - -- C�G ST� #G06 F � . -' ,.., �� _ ' � `- '� Llll - -- � - ` - - - - - - STa. 152+64.00IR1 w � � � p . .. . 4. -- --- - --- - - - -- �i . TOP=073.50 > w � \ ��f\ .: -' __' _ _'_ - ROP-7"5' S-- ' - -- - s 86Q - -- . -'r .� . . INV. OUT=871.25 . . : � ; -__ __ ____._- .. : .. :� - - . . . - 1 _ _ T � � �' � ' PVI STA. ]53r00.00 EXST�4°�PL STTI�CN � � I .-...�•..-_ __._ I, �_ . .. - , n � �. . � . PVI ELEV. 873.51 GAS UNE � . .-`. . . ��.-----=----. - . . �'� ( . � LC = 120.00 __ __ __ __ __ ._- __ __ J: � �f, . . � o, . - - � - -_ ' K = f09 : I . . e}- .-. __ _ . _ �, - .. . _ . . I - -- I . . . PROP. ]5" RCP L � � i - - -� - . � o v . .. � __ � LOW PT. STA. ]53+60.00 . . 50.20 LF @ ]�.29% °' � � � " . - - - LOW PT. ELEV. 872.03 �. � � ' - � � PflOP. 75" RCP L ac� � � � _� ' - - �, .I - I ' I. �: . . . . . 53.36 LF @ 0.65% '�,. � � . T w _ : _� : - -' _ SEE SHEET C-26' FOR GRAY BLUFF CT. PROFILE aaoa. �s- acata� l a . �. - . . , , . . , _'�r �. . I . '�',T'_ . . . � . . - . . . . . 52.98 lF @ 0.68% . . . . . . � . . . . OW �. ., �. . �. �. . �. � . �. �. �. �. � �. �. �. � . . . . . . . O.� . . �. �. �. �. �. �. J V1 _ -- - . �1 0 0 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 �� REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS d08 N0. P-Oa9a5 CITY OF GREENSBORO .sm o N ROADWAY 2010-010 03 15 11 -� 4 �QQ HDR Enginccring, I�c. of thc Carolinas �� DESIGNED 12 02 13 BY HDR E N G I N E E R I N G D I VI S I ON �o� aaoso��ncnu«ns«ee�,s��ei000 sewER coHsr. suever ar HORSE PEN CREEK RD. IMPROVEMENTS s�eer Ho. c�n�k Charlotte, NC 28202 �m WATER � � CHECKEO Bv NEW GARDEN ROAD TO a50' WEST 3� : N.C.D.GL.S. License Number: P-0166 SIDEWALK 2010-010 03/15/11 SCALE:I'=a0' HOR¢ 1'=4' VERT OF BATTLEGROUND AVENUE US 220 � 4 0F � �UIE POWEF POLE 191 � � 66N - � I 68N � OYNE �ON£F POLE 182 O�KE POWEP POLE 185 �UIE POWER PO`E 1B6 p�KE PpWER POLE �88 SiA. 158*62.13 � �W�� IN�+ES MENTS LLC,� ��I � � � I ST . 160+63.9< Sid. 162�50.69 STA. t6<+�8.<2 srn. ibc«zs.z� CONTRACT SHEET 3t.05 �i ' MONTEBELLO HOMEOWNER'S ASSOCIAiION I 3t.e3 ii 32.i] Li 29.tB Lt 29.fi2 Lt P. I. = 1 6 6+ 4 7. 4 2 H 0 R SE P E N C R E E K RO AD .. I , , PARCELq �0�821f� - - STA. 158+Qz.82 (BKy'� _ ; DB �5831 PG 1937 ;- 4300 NEAR HANBERRv �RIVE _ C i _ OF � STA. 758+00.00 (.4�H�, 32�3 h'qRSE PEN CREEK ROAp_ ' PARCELp 0081161 I 69N - 1�+Q�. Q� PIERMONT �RjUL _ � ; fi7 t�- _ I OB 64]3 Pd 86a I I O PB 162 PGI 28 E.K. HOLDiNG COMPANY, LLC OIIKE POMEF POLE 9J DUKE POWER POLE t91 REMOVE EX. IS"�,ECPMQNiE ELLQ WOME WNER'S ASSOZ`IATION �' E�TRANCE�SIGNB � 3231 HORSE PEN CREEH ROAp �� -- �2N SiA. 16].84.69 SiA. 168KO.Ot o - - SENSITIVE INFORMATION N - 2B.ii LT I8.29 Li :�� ia3�5 rtEAa GO�DEN EnG�E wav v I, _ Mla anaCE�q ooa0a2a daMES E. MoacnN HORSE PEN CREEK ROAD r rHqp nruN o�a w��e, I `� IPARCfjLN OOB1164 "II' '� ` DB ]282 PG �2 �� 3235 HORSE PEN CREEK ROAD �^ x H'DINA SiU and a,6<�3 po 86a I= 'i� i PAR�E�x ooeo<3, P� = 163+iq,68 �v s Not to be copied or ol„ � P i N �uoNc sw I_ Pe iss ac tis EG:IN ONSTRUCTI�N OF HANBERF�V DRIVE (PRIVATE) I �I'��° oe sa�3 ac nos DELTA = 3° 04" 21.88" IRT1 ��,' 32oi CoaoN[r coua� - dlStflbUt@C� WltilOUf the �' yTA�. 1 64.00 I ' ae na ac es 7= 160.93' � s o� anRce�q ooeoszs REMO e�lce� _� ' HAN�ERRYDK. ��T � � R= 6.000.00' � m�� DB 490] PG 542 0- -- express Written RE OVE i� p SEE SFi€€fi C-27 FOR PROFILE ARC = 321.78' \ D� Pe i3i ac 2�+�� ex�i5 �ca�.. 4 i� I 0° 57' 17.75' �� T z ��-p - - P Y �or 4a � ermission of the Cit I � , 3 cH = 3zi.74' O � of Greensboro. '.. REM % MR ��- • -' N SE = NC �� 15z � HENNETH ARON SCOTT � � P . I . = 1 9+80. 96 HORSE PEN CREEK��RO'Rd -`- - �iN � � 13N \ <�o� � a4o3 �auRe�Ru oRve �Sr � REM'QVF�1.3�kF � � �., � � \ I=✓ � . ¢ PARCELq 008�33 � C Ex. ze- aca extsr e ota = 1 6+ 3 0. 4 N A N B E R R Y D R I V E (�7 R I V A T E) ER�c K. MONsces a�a wre. � �, IV� P a R c c � a o o s z a "I� �' oe 504a PG 696 I ��°°`�'y"Ro W y � ._ ` ;, I R L I N E o '- '� - :. ' I� I A M Y L. M O N S E E S / I :�1 P8 124 PG JJ z U LOT 50 �� II�� ri�n HANBERRY DRIVE (PRIVATE ) �,I N 3zo3 caaoNEr cauar 3202 CoaoNEr Cour+T I ;.. a + . � J � '�. ,_.� \ PB 124 PG 3] I i` � � o I PI - 14+51.94 {�.;I I �. ibo.zi.` ,_--___ \`- II zi�" n Pc n3 ' t0 a'� o c�� PARCELN 0080522 � � � DB 61 � � „ ,I 'ITr 0 GREENSBO POLE DB 580] PG 102 i 1515 I 5 4 A1 „d: � PB 124 PG 3] / I LOT 41 PROP. 75' GERMANENT�� Z � I � �. fli ��' .' DELTA - 11° 26� 59.71' lLT)� ' 5t.99 Li - LOT 39 ,/ I�� - - ORAINAGE EASEMENT/ S88'1615"E I U � � F� I �� I T= lOO.2S� �ITx 0 GFEENSBO POLE C 0 G. SiD. NO 4�6 A --- '� 1 ",�" � .. / i5aoa' U I'-'- '�'< < 'I' I pN �I R= :1 .000 �p' I �I I G� 5 60�10.59 I I I CO MEFCI<L ORIVEWdv E%IST. 80 WqiER OUALITY �� - �r L� - � ° � s<.'x� nr , .,. � �� ' � . �� / �a� � -� �!@OtHYOUL�t� � � � I �, � I aRC - . 199 84' .. �I �� _,, � �ae�aa ac3�oN esMr �p, ,y �. n w �' �*aaN[E SIGN � t��l .°- I; . _ 5° .�3� 46 48�� I �. .... I,L4�...' P -.:1� PROP. 15-..PERMANENi 0 I�' REMOVE EX CB � JOSEPH 9AHIJ SEMAAN antl wfe ., w CQlfACfQA-GILfffiil� � ~ � na oist ne - "I I-...' CH . 199.51' i w KAiTr N SEMAAN PROPOSEO �_ W l� � � �� i '�_ � _.i. _ � � � i ORAINAGE EASEMENi /� .-..--, �� II� I . � _ - ExiST. IS POND ACCE55� a^'� `- .r �538 �:. m qa„ -� / �. � REMOVE Ex. MH n- 44a� �/+uREL RUN DRIVE pEh1yANENT' 2 � b" � I -� � I x� i I.. I 26' .. .- / n' N ORAINA6E ln CMyO}Gf�M�b010 � OPIVE � ' P�RCEL OOB053n PROP-... �I �v..FENCE�5i6Y _ 4r'.�i ,.. .-. .� . � a�' I f...�� EXiST. 30 WAT UB 5`02 PG 405 e � �� /'�� - ��I�If9.0-I. ��I19.1 � n�= PTT P1FJ+r"J1P50NOi OISiuFB OOSIG�19�-.s: f I� PPOP. I ' -.-- - ------�- I I� �____ �- zl°� 'B12a PG3� - LOi 51 rNT LOCOINIMOIInO110R/R�QUM1� N 15� SS / o % 15B•)3 � .- - - __ v_ .. e ENianNCE SIGN �ISiU 4,"I , i. E E A526A1i 4 .1539 � �.., I 520 POASE1FVATIONE�T ALITY I I�,'�', � CONSERO�ONxESMI F P� a5l i�vP �533 EX��18" RCP � W COG Woler Resources Oepl. -3)3-2033 � � E \.. .- , � E Q E �, ]�24 PG3�J � I1 ,,,-.1 PB124� p0'}WATEft Ol F_ fQ� . _ E E ... .�0.66 �� 0.1X . -P`�S� 2 53 Sfi W -. - 4 ._ n - ___ __� . � _. O F . . .�� 4 REinN '--- ApJ. CI '_-__ �--E------ � E E E E_ '� ":, ,� CO � GOOt iraff�[ Si9na1 -3]3-2606 ADJ. 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W - .. � Z �I510 \ 89°� 0 �.` - � V . �'. � o ,.[ ... 200�� SfOPA6E o - _ a � rt4PEP � . �. � .. �.. . - - _ $ 86° _04 9_g„ E ^ i6)�+0� ^ _ � . .. _ '.IS]C -" IV r L.i , y .a .. W_ "� .. �' '� � �' Gen m t ;_ _ o - .. i � � . . ,. • � _ _ °- .,'. - �° .. . ._ . _ _ ,- __ _ __ ]64+00� _ _ N svo.165+0 . .. _ ioa _ � � 1fi8+0o z Pe - Q � f66+00 - W� 4 tace � r,�o � 759�OOn .20 001 . N REMO ' �� - �ga �y -_ 161+00 N �� .i.. . f%Q%lSG PL[V (,RL'LK[ZQ�Q[� 6"�PVC UND RDRAIN 1q54 � '��'949�E �FErt-�� - a� FlLL 38 LF - zoa 5*on4GE r �:.�.� J pl iesr J _ a5 . ' E%. 33.]5' _ - _ �. - _-"___ - - S �a ... .� N . . '�_ o . - ,. .__ _ . . -_____ _ .._ . - ' - - ITa'PICAL �-_ -i. ---- � _ _ 4' RCP = -u - _ . - -- � ,.: _ � :' � U p . . - ..�- ' 1513i- - xn ,. :o . .20-.Of a3�5 � - 588'at�' E � - _ iPG .�:- I � :. ; . - �523 33 )5 - - iSJJ - - W�ftOWABLE -:; � r� _ _ .. ' .; . ^ � � . ,5„ - � . � � P a � �s„ - _ � „, :' "" • , - - a � ' 'J 2 ',� �' .....�:_ .__ � ..� �. , ..::�. .�.-. - � �' __ __.� _ _-__ __- . __ __-__ - _ -..' Ij'RCP � p � IS - ". R P. � .. - . - . . . . SS RCP . . . a" - �� I� F ' F � . . �� .". /- G . f . .�.+ I ��'.I ':, : ' . ' `. �� _ .�✓ . . . r _ .T� 7 �.. . . �. .: �. . , .1 . -RCP - G ��.� - E t ' ' E -� �� -�I � ^ F iRF�. .., ., i ' ��i530 S&6'�9'06"E R AR t5i� I F E � • pqOv.a�� 1`� // 1455 E E ��-'--"� E P I�m � F REMqVEE%pCB.. L D TU BED EA F n F-�_ _ �- " - .�_- _c / f� � '. � �.� �- E I � E .�' //�E-� � - �NE ' - 4V.� Acres . ' _ -... .i� \ . R/ E � fi SOEWAIK w LL� I o �� I\I ' WIL�AM M. AY��E ana w�le.n Ga EL9 � R ..�� Is / /'• WLLFIOWHBLE FILL�I$"�iN'P�� ,p�,'�Tg� �E (,�. �"^�"-L� f\ a2.25 �i BOC w, � II 2 I I. � u'1 � ]5 ` P .- F1lG-�5F LF EX IB" RCP / •18. ) z I.. . I � u ,., I J I � ¢� ----��', I � Jl1Dv P. AVDELETTE � E� IIj .. � r:.� . - / 9 / W I F L O W A B L E: I L L �1 1' 1f' u. . FILy�200 LF - E%. 1 5" RCP.. � ¢ , ua �� ,:...; PARCELq 0080442 � d5i aRiv- REMOVE i 1536 �^ I �' . 19J5 =rP. ,.� G I S D I S C L A I M E R W/ FLOWFBLE flLl � � ,.- .-... ,_._, Q ; _ 3_23 + u�, , , .._ . . MONT O . . REAIOVE EX. CB � .- . li __: p. a I� µ�.�...��STAOx�62vOLEige3 II wl,l � 8 BP6z10 2 EP6 316� R O A D Q p p H O L O I S i u R B Sx_S°8^3SP S," 24 � � I �O.00RE�"-.�.. 3310 � OR EAPEN CREEK ROAD �� i�� 1= P �RX. 15" RCP � RCP�W F WABLE'� U a}V �� 35,9� R 2' �N Ob' cts on this mU shown � � I Fll�-108 LI� E%. IS' � � � .� '�4�5 RECOMBINED WIiH ' I Y� REMOVE E%. 15� RCP F � I a tt m�� Sis. 62+ 5 I i� �� RC E%� �' I w�lh o dolletl linesl e were I J M� f- IdfiS � � ,y�,F v.��g5 PER PB 181 PG 9� �._� n0l surveyetl, they W!/C ,_ �� I w� I �.{a pUIfE PO�WE09>O�TE 84 '�� I I LOT 3 R CARO�LLARS m � --'" REMOVE EX. CB � . EEMOVE 94 L ..C.O.G'.'5ip INO. `Cel-B I � I w aI�'�� I �� I 32CREEK�RROADE� � - .... ..�: / I , ' '�-` o'�a aEwOVE Arv0 aESE* CNAIN LINe iENCE � D9 443 PG ia39 �0.00' I p e'3B'�� SPwpL*,ORIVE DPB,18� PG89�32 Sr compiletl by PhOl09/Ommel/iC I42$ Clix pF GREENSBORO POLE �'�-' �OXMEFCi3�DRIVEXrY .\_. : II I� F N�o � �-� 1445 � ry � �j IV , � � qi A.u168W9E8B95 methods, ovoiloble Ofl fhC PNRCEL 0080}96 �� 26.2< � BEL� STA. 59+<9.84 - I �_� I I� BEMINU PEFh W<IN>GE EASE ENL J21 PG 365 � E%ISi. 'J UTILITY EASEMENT � 33.i2 Ri Ceagrophic In(ormotion YOUNG MEN'S CHRISIIAN ASSOCIATION 41�2i Li o g+r ol ; �-1435 I c� N 36m � � NANCY ANOERSON I c' I I 1525 '� ': ,33.) �' pB 181 PG 9� BELl50ViH POIE 189 �IIRE POWEF POLE f90 System �(�ils� SO�iW0I2 1132d Of GREENSBORO,INCORPORAiED � I- NORTHERN�GUILFORD BAPi15i CHURCHI N w M PARCELq OOBOaO] �� I"� . q� --, PROP. PERMANENT --� �--� 5*:. t66+29.i� Sip. 66+2�.�9 by lhe Ctl Cliv OF GREENSBOFO POLE la � ' 3236 NORSE PEN CREEK ROAO I� � I - + ORAINAGE EASEMENT� ]2•6< FT 9a.a5 ai y of Greensboro. 32t6 HORSE PEN CREEK ROAD 5*A. �59+a4.50 �I'"�-'�-= 3232l10RSE PEN CREEK ROAO ._ SEE SHEET C-21 FOR P PARCELX 0080395 �1�.62 FY � I �� ARCELN 0080409 I N oI`�' �B 3633 PG 2169 I W a II BELL50�*w vOLE �8'/ I ERMONT �R I VE �B 5148 PG 1�65 •�I'� I- P I��F IL PB 49 PG 23 .. _ � PB ia] PG 110 . - .. =w� r�-�OPB''66TPG 1303 I w�l�wlw � LOi 4 I pl.� I 5ia. t6<.3�T.55 r I � n' � PB 102 PG 31 i ]3.Zi ,. ' '� PROP. GI �7570 �s�o �� .. ;- . - : I. `-�_ ` ..-: �.-;_. =,-I ' . . .�- . ,--,- _-_-,. .. . . . . .PVI STA. 167+50.00 . ..-4" GL OIGOUT (G301 ',, , , .; - ! - - NCOOT STO x8a0. ]6 �. .- ' - - C .. -. _ =L "'. . _' I= . � '� TOP 85e 3g _�, . .., . '� - INSTALL PER p852.0 � CURVE OATA �INE AHEAO - ' - - ��- - - - - - '�- - PROP CI M7529 PVI ELEV. 859.68 �. . STA, 168+76 67 - -� : - - 1519 .- STA. 158a15.50(Ll --. - --. . _ - --. . . . _- � M4 LC = 180.00 18.34' RT � ��. . . TOP=862.80 PVI STA.AH 157+57.18 � .. . .: . . - �i - -�' �. � INV. IN (1422)=859.85 PVI ELEV. 862.14 - - - - � -- .I� �� _ INV.. IN (153�113856.63 L 35 i53+ � P OP. GI a1534 . I-- - _ OW PT. STA. 167+39. R '�, ��-�= INV. IN (1511)/O11T=858.5] �C = 210.00 � -- - - - -- -_ __----� - - - - - INV. IN (1528)=855.65 OOT STO g840 16 . - - .-. � 4" GL DIGOUT G27 K = 66 � �� - � � . �� '� . LOW PT. ELEV. 860.22 STALL PER Y852 O6 '�:. - � � - - INV. OUT=850.18 STA. 168+77.751L� - - __ TOP 858.26 LOW PT. STA. 758+�p.68 � � i0a=86�.5n -- - - � STA. 158+15.50 LOW PT. ELEV. 862.72 � .. ��. .. , - - -- - � � � 1530 aa0a CI nf530 - � ..: - 17.79� RT. �. �. �� COG STO N403 INV. IN/OUT=858.6 . -' PROP. GI x7512 PROP. CI M1516 � � � �� ' �� -- - ��. PFOP. GI M7520 -� � � A. 167+39.351R� �. �. EX15T. SS MANHOLF, ��. � - i5�2 56 . 1520 . . PROP. CI R1531 ( NCOOT STD MB40.16 COG Si0 a402 . �� COG STO M 410 W/ TOP=859.93 �s3i TOP - 860 78 �� - INSTALL PER kB52. STA. 159+29.25 � - - - - -_ � - '� � COG STO a406 � INV. IN �15321=B5fi.d2 � TA, 167+89.00(�L) �5".INV. IN W�= 854.27, . - � I ' �.� - �� STA. ]58t30.00fL) TOP=863.22 � - - - - I � - - �� STA. 164+00.00(L) -� � � � INV. IN (15291/OUT=849.81 � � � TpP=860.64 �INV IN 5) 854.37 1 . � _ - TOP=862.80 INV. IN/OUT=859 B2 �.- -- , .! �� TOP=863.36 � 15�' INV OUT �E)= 854 21'I �, -� �� INV. IN=858.a3 ' . PPOP. CI P1517 - �- -- . . . INV. OUT=860.72 -- - '�..�- _�:.8']Q r2� GAS LINE (G28) 15t1 . . . .. . .. . . . . .. . . �SiaPR00G STOM#40e �. INV. IN/IN/OUT=857.24 PROP. GI M7533 533: 8'�Q . - INV�. OUT=B54.14 ASSUMED TOP 86a.58 � C G STO A402 ` � �� - A. ]66+89.00(L) COG STO X df0 W/ � . - � � STA 159+49 +- STA. 160�26.00( . - - . PROP CI p1523 COG STo adOfi � �-�- - 24" WL � 1513 TOP-860. ]0 -'� - - . ��. . mm D�GOUT (W22� 44.6� +/- LT. � TOP=863.57 �. -_.. �,-- .-'�,- PROP CI 41521 �. COG ST� M402 � � � INV IN-856.40 � �53�PROP CI a1532� STd. 168t05.001L) �. �. _ _ - -� m INV. OUT=B60. ]7 . �51i A. 165+70 00 (R) COG Si0 k402 TOP=860.96 - - TOP 856 55 P.I. HAN RRY R. � � COG STO 9402 TOP=861.33 INV OUT=855.90 p, �67+89.00(F) INV. OUT=858.71 � - - . . �. . NN STA 158+14.83 (PR�VATE PROP. CI p15181518 . A. 164fOO.00ILI �. . �. � -- ��.� - �� 20.72' RT. , INV IN/OUT=857 93 P,I. PIERMONT DR. TOP=860. ]0 .. �. , _ m STA. 159+80.96 OG ST z402 TOP=863.f7 - m STa. ]fi0+55.00 � INV. IN/OUT=859.77 EXIST. 55 MANHOL STA. 166+47.42 INv. IN/OUT=856.70 a rn , - in n PROP..TOC RT � ExIS1'. CI d]524 oN � i - -- - � , � TOP=863.95 (+) 0.��% ('1� 1,08% PROP. GRADE TOP = 861.87 � � �SZa ip Q� � I rPROP. TOC LT INV. OUT=860.55 _ LINE INV. iN (W)= 854.97' Tp, ]66+07 86 (L) o 0 4 G!, � m -_ - >w I - 0.71% _ _ �= -___ _ __ ___ ______ ___ _ -=_ iNV. OUT (E)= 85a.90' 70a B62 DO mm DIGOUT (SG29b) � � , __-_--_ __ ---_ � - (+) _ �PROP�TOMC m TAT�6784022 TOC LT �> INV. OUT=857.75 ip `PROP. - --___ _- -__--_-_ om � _____ �_- _-� Li q m � 17.42' RT_ \ ��. , - - - _ - EXIST, SS MANHOLE EXIST m ------ ---- ---- > \ �w � - - - � n � TOP = 863.91 GROUND � - - . . \ - � � � _ _ �� I- . Hs� � l Het lu _ + m INV. IN (S� )= 855 76 LWE in m - _� {- - '"' (-) 7. OB% +l ' - -- T . g� - o INV. OUY E)= 855.75' �1O �.. 37% �- _ _- - �.� HG ( 7 . .. � �n � APPROX. LOCATION ' - - - -- (� ' � a H ^z-- _--_______EXIST 4" PLASTIC GAS LINE in �'� - . �G6(U --'--- -- - 'rC-- � - PPOP. ]5' RCP - - - - - - _ _ _ _ ^ �.- ! 1 � -- --- aJ PROP. 15" RCP L_ PROP �� HL.IRI HGLIL) GLIL) PO�PRT ---- ___ __ �-- __________ _______ ___ �. . R1�. .I^ . -__ -�r'r.]�1E 5&%-- >w _ __-23]_y'7 _ RC�L�_- H ' . ' . NGLI I � . _ _ _ - I' _-_ _ _ _ . .. �� . � S� S EXIST 15�� SS . . . . �. �- �- -..� .. � HGL(R) - . HGLIL7 LIR� � -- -- ~-.. i -' -- -£-%- RCP L - - I . � I_ . ��. : _ . . .. . .'_____'- 4 LF @ 10.00% . 730. dZF ,�T�- � . '�,PROP. 15" RCP L � �: I � �- .. , - : -�- �: r-. .. _ . .. ..____- _ _____ _ _--"--. __-_ - '-- _-_-_ __..-.__ .___-._.__ _ _ _ i - - ----- _-__ - _ � ! - _.-_____ -__- �� ______-_ ' __- -__ . . Hc� �u - . . . ._ _ , i � -- -- - �- �- ' � Ex�sr. za•• yy� - _ -- _ _- . _ � - - -- ' �V - _ _ _ . . _ _ _ __ __'...;� _ __ Ex15T. 1 _ _ .36.99-tF�3 i . , - . . . - - .. +' � - . _ __- . . . . ... _ __ _ . - . . . -. _ __ � i a . - -_ _ _ - _ � - - - _ -- - - - _ i @��.24% ,._. I-- �'� �_ � � � � . - � PROP 15" � � t Y- - PO 9 15 L RGPi R) , I 15 5$ -__ ' _ __ - __- _ _ .- . . - .. �_L - - � � PROP. ]5' PCP (L) � _. _ __ __' � - -' _. __ �. . - . -- -_-_ _ __ ��. �._ 'i. . . _ - PROP f5 „e .. _. .. - . . ]26 04 LF @ 0.58% . . . �� . . ' � . . �. ... .. RCPIRI PROP. CIk41514 �Sia P60P22�LF @COI60% PVI ELEV. 1fi2865.40 , '...., :--- ,- -�-�.- ' �. f542 PR00G STO�R402 �- ACP_IRl____. __._'- - _- ' r� ----� ----. d9.fi5 LF @ 0.55% - -' ; :- '- �. 49.50 LF � -- 50.00 LF . { - - " �. . � . _ - '- @0.98% STA 758a65.00 LC= 290 � --- . @].OB% --/.- ��_____- . (A �ENVT858.OQ- " �. �. � . ' PROP. 2d" TOP 862 61 8•• WL OIGOUT (W23) ., . . . A. 165+20.00IR1 � - . � - - _ �. 850 TOP 855.40 . .. . K = 162 �- -- - - � TaP=061.87 EXIST. 55 MANHOL PROP ' - -'- -' - _ ' HSO �_ RCP (LI � INV. IN/OUT=859.21 � �� T6P = 860.64�' 18 ` - - � � � HGL 1 a ; = 39 y� �F STA. 159+44.50 HI6H PT. STA. 161+89.62 , __ -- _- �. INV. oUT=05e.4� INV. IN W)= 854.74' RCP(LI - -T � .� �.. @ 0.50% 46.79' LT. HIGH PT. ELEV. 864.79 {- .. - . . � � 5J.50 LF PROP 24'�.��, � I- - I- E%Isi. Qu1�Et af5f5 �S�s .. - -- - 5 WV. OU7 (NE)= 854J0' 1 `. EXIST. ARV PROP. 24" STA. 1 e+ 9.14(L) � 50.35 �F �� - - �. - RCP(L) INV.=852.63 - � . __ 15z6 @ 0.70% RCP(Ll . . . M � ' 14.50 lF � _ TA 8•• ) @ 0.50% 88�5 LF @R].P7% i ...- Q .� -. _ � . @ 0.50% . 82.BSdLFR@ 0�.37% - -.�. ; _�,. -. .- . ��'- ��.. ' ..-�-I--'� ; . -. . . . . . . OITOPi8J3.3i 42�.9fi L @ 2P.']0% .. . PROP. CI M1526 _ � CO6 STO x402 _ _ ' 166+31.50 (LI _ TOP 860.67 ( _ PROP. ]8" RCP(RI .. ._ - . . . - . �. �� . INV. IN/IN-857.06 STA. 66+66.92 �. � - r- C �� - - 42 96 LF @ 0.50% � PR P. CI N1513 - � � INV. OUT=856.8f 39.27' RT. 2 WL DIGOUT PROP. CI X1535 -- O D - - PROP. CI N1511 � COG STD M402 15t� I- -- - . . . � . . . PROP. ]5" RCP R . (W26 & W27) t535 OG STD �402 , _ � • - - COG ST❑ pa03 511 STA. ]58+54.001 -- � 119.00 LF @].08% TOP 851.89 A. 16Ba77.75(R) �. .. _ . ., . � .-. � PROP. CI �1537 STA. 167+9812 - � TOP=861.14 � . - STA. 158+15.50 �� TOP=863.39 • . . rNv. iN us�zi-as3.e4 - � � � SEE SHEET C-26 'FOR' HANBERRY DR. 'PROFILE �5A 23.66' RT. INv. Inl/Oui=857.74 Z . - . . INV IN/IN/OUT=858.72 INV. OUT'852694859.44 .�_-- .. . ' �. CO6 STO M402 ROP. 24" RCP LI . �. �, - - TOP-B62.42 I � ' -- SEE SHEET C-21 FOR PIERMQNT DR. PROFILE A. 166tg9.00(RI ,,.g� �F @ o.soas PROP. ]5 RCP � T w � - - . ��. ��. - . -j ... �. . . . TOP=860.70 PROP. 24"RCP(R . �162.25PROP@ 0555RCPlR) ' � � a PROP. 15" RCP(R1 -T�"� . INV. IN If5231=856.65 � .. �j N' � � 52.98 LF @ 0.83% �� - '� � � � � � � �. �. INV. IN (1530)/OUT=849.56 50.35 Lf @ 0.50% 7q7,29 LF @ ] ]8% �� 0 0 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 16G+00 167+00 168+00 169+00 �� REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS .108 N0. P-Oa9a5 CITY OF GREENSBORO -sm o N ROAOWAY 2010-010 03 15 11 -� o�Q HDREnginccring,InaofthcCarotinas �� DESIGNED 12 02 13 BY HDR ENGINEERING DIVISION ��ti aaos�u�nci,u��ns��ee�,s��e�000 seweR eoNsr.suRv�Y eY HORSE PEN CREEK RD. IMPROVEMENTS SHEETNO. cQ► Charlotte, NC 28202 vM . WATER � � CnECKED BY NEW GARDEN ROAD TO a50' WES7 3P : N.C.I3.GL.S. Licensc Numbor: FOl(( SIDEWALK 2010-010 03/15/11 SCALEi'=a0' (HORiZ) 1"=a' (VERTj OF BATTLEGROUND AVENUE US 220 � OF � BEll50UTH POLE �sr DUKE POwEF nOIE 200 HORSE PEN CREEK ROAD STA. f11+ti.5i STA. 11C+15.Oi - 9Y.96 li 3t.92 Li �PI 177+15.06 T .39" 04.42"' 1LT) DELTA --b° ^ = 106.34; I � . ' '. . .. I , . . . . . . _-.-I . _ ._-. . __ -.- -- .i. _ -� _ ..- .. . I � � _ . . . - 2" GL : -- . �. �: - DIGOUT (G31) EXIST. SS MA HOLE � ' ' - TOP 8$9.33 H . - .' ..' �'. PROP. CI M1614 :STA. 169+73.59 � TOP = 863.35 ' � . � � �� COG ST� xa02 �sia 2J2' RT. ij" INV. M(W)= 853.94' �� Sia, ll3+ff.50f 8 INV IN N- 854 26 .87� STA�169+68.17 g Wl, . . DIGOUT (W28) � TOP 858.30 - � _STA. 769+66.30 � - 1.81' L7. /1�� `t ppOP i g60 �'- HGL tLl _H �. � a �� o ( _ � -� - O D N • _ � - O U = - z - _ T - � a O N. 00 �s 85� I �- . TOP=B60.96 15" INV. O T(E)= 853.92� INV. IN/OUT=857.18 rE%I$T $$ MANH�LE EXIST. SS MANHOLE �fiZ9 pqQp �I M�52g pq4p. NH N162J TOP 864.47 ��. r TOP = 863.27' iss� ��^ 15" tNV. W= 853 88' -- � � 15' INV. IN = 853 48' COG ST� x402 yq o M 15" INV. OUT = 853 80� ^� 15" INV. OU7 = 853.44' A� 173+17 50 fU p. f 7q.60. ]6 (L) TOP=B61.32 TOP-859.73 O�� PROP GI k1612 � INV. OUT=857�.92 INV. IN/IN/IN/OUT=855.3] �� NC�OT STD M810.1fi �fi�Z PROP. CI •1613 PROP. CI M1619 INSTALL PER X852.0 � t6i3 � �6t9 f w STA 770�19.00(RI CaG 5T0 N402 p� COG 5T� N403 TOP-863.2] TA. 172t89.00(l) o v A. 174a60.76(L) a w 70P=860.69 ' ' TOP=859.08 . > _ INV OUT_860.31-ROP r0 � - _ �P INV. OUT-857.29 � �INV. IN/IN/OUT=B55.48 � �T ' m PROP CI M161fi 1 37% �_� -�� PROP. GRADE n n 16�6 COG STO X402 �� 4B% �� LINE ^ A. ll4+20.00 (RI � TOP=859.09 - - - � _ - - - - - - _ � � > w INV. IN/OUT=855.69 PROP. TOC RT -- - ----_ �� . -- "-� � PROP __ HG Rl, � 00 �__ -__a� __ = TOMC=T�__ o� ___ _ "--_ �- PROP _- --1a7 9 L @�.TB� _�__ �m_ EXISROq..l005T1�N ne�lu T� _- --- / � _._. - _PLA _ _____ . __- --- -_CASII ___ . w _ ___ NE � . _ _ - `� a � _ EXIST 24� WL >w EXISi � � 148 66 �F.. . 24 1i ___ _ --__ - - w� _ __ _ . - .- ___ ..._ _ _ "'� 0� EXIST. 15'� SS EXIST, 15' SS �-- � Ex. CI x1626 �... - --- EX. 5" RCP STA. 169+80.251�It616 PROP. 15' RCPII) "- 33.79 LF @ 1.18% EX. TOP=863.58 � 22.6] LF @ 0.50% i6+5 PROP CI �16f5 INV. IN/OUT=859.08 � �COG STO N402 EX. CI M7625 �� CONVERT TO MH a. 173t80.001R1 STA. 169�49.00(L1�°" TOP=859.32 EX. TOP=863.75 COG 5T0 M420-A -� _ . - ' - � � � INV. OUT=855.92 INV. IN/IN=858.68 TOP=B63.50 _ INV. OUT=858.13 - 6•. W� � CONVEai 70 wH �. �� ASSUMED TOP 854.9 COG 57o aa20-a PVI STA. 770+65.00 �� STA, 173+74 +/- i0P=B63.25 PVI ELEV. 864.00 .. 37.5� +/- LT. aC�� ' LC = 130 � . �. � � � @ 0.55% K = 46 �� HIGH PT STA 170+62 57 PROP ]5" RCP( BELLSOII1;iPOLE 30] Si<. �p1.06 31.1i Li ]6N �� - PVI STA. �.174+50 00 . - PVI ELEV. 858 31 '� _ -,- LC = � 290 00 ' _ '. K = 105 ' �. i , � LOW PT. STA.�774+60.76 . � . : : . - LOW PT. ELEV: 859.31 . ..- ' . . . . . �._ .. PROP. LI. Y1617 6 ��. �� PROP GI Y162] ifi7i -�- COG ST� M403 - NCDOT STD p840.16 ��- STA 174«60 16 INSTALL PER X852.06 . - TOP 859 22 STA ]75+57.00(LI - INV IN 116161 855 49 TOP 859 69 - INV. IN 116271/OUT 855.10 INV. IN/OUT=856.79 BELLSOUiH POLE 206 � STA. i8+J4.33 28.69 Li �O. ti i U w S N W W N O 0 0 0 + 0 � w z J S � a � I ' .. i$7Q ,. � . . - . �I � , . �. CONTRACT SHEET _ OF � SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. �`�� yr R�`� 0 �8 `�r o 7� �� aw�amttnot carrrecrarm-cvL�n� �aoo-ws�r� �LooaM �Mortnalbn� COG Woler Resources Oepl. -3)3-2033 GOOt iraff�c Signal _ _ _ _3]3-2606 COG/Gu�]far0 Co. Telecam _3)3-2084 COG Water Sup01Y�- - - - -3)3-5855 TdnkS/T�PetmPnt PIlntS GOOT Storm Mater. _ _ _ _ _3J3-25fi9 NPDES General Permit Applies �ISTURBED AREA = 46.6 Acres GIS DISCLAIMER Objects on this mup shown w�lh o dolletl linesly�e were not surveyetl, they were compiletl by pholOgrommelriC methods, ovoiloble on the Ceagrophic In(ormotion System (Gi5) softwore usetl by lhe Ctly of Greensboro. . I �I � � I �I I . . COGr5T0 a402�V 1620 ino . NC OT STO XB40.1fi �628 . '�. � _ STA. 775+70 00( INSTALL PER N852.06 _', , ��,. �1633 PROP. CI g1fi23 TOP=B59 13 in m COG STO M402 STA. 176+00 00 (L) � � ' INV. IN/OUT=B55.73 �� TOP=8fi0.1B . . N. 179t95.001R) . � -- _ _ - __ _ " INV. OUT=857.28 � . TOP=861.47 .. _ _ _ _ _ _ _ _ _ _ w � _ _ _ INV. OUT=858.07 _ PPOP _TOC RT - `+ �.28% (-) 0.30% ... - - - - - . aw ��_ - _ --�---_ . - � I --� --__-PROP TO LT �E%IST ---- _ --r = _- .8� -- _ - - �- - � -�� GROUND � o o BEGW GRADE � -� _� �, _ __- - � o UNE � PROP. TOC LT J N . NCDOT PROJ. �� q 2 � m m TIP N0. R-2309A6 1 O m m . S 7 A. 1 7 9+ 5 9. 9 3 ' HGLILI � � ___ _ � HGLILI - � �� ` ., � � ELEV. = S61.SO _ I HGL lLl " . . . . �. > . . PROP. �15" RCPILI � - �w ' �� -I- 43.00 LF @ 1.13% U w . .� �-� �� j Jj PR P. 15" RCP R -_ _ _ a w , � -. _ _. . __ 55..0] LF @ 0.55% �i � . . . . . . - __�_'�_�- . ...-_- _ . -.___ - _ -- _ . ' _: -. - _- _- . I.' . . . EXiST. 24" � WL ', , , - . _ _ exisT. is" ss exisr. is" ss 9 _ - ---- ' - ._ - ._ -i _.V.. L �. - _ - - EX�Si. 75" SS ,- _- __ __ - - _- - _ _ ._ -_. _ _.- . .__'_ I _ __ _ _ __ - . � EXIST. 24" WL ; . __ _. _. _ - .. : . . . . . . . . � . I , �__ . __ __ _ . . . __ .._ .._ _ -- -��-- .'', PROP. CI X1622162z PVI STA. 177+70.00 . �. . � . a0.16 LF @ 0.50% �.. . HIGH PT. ELEV. 863.54 . �- __ - .,- a0.00 �F @ 0.57% 2a" W � DIGOUT (W29� ' TOP 852.Sz � i -,_ STA. 17a+60.66 � 14.25' RT. : I�- � . . . . .. �__� __ . . . : . . . �- �� ' �. . ,. . . � �, �. . - �. �. �. . 169+00 170+00 171+00 172+00 173+00 174+00 REVISIONS TYPE CONTRACT HDR Enginccring, Inc. of thc Camti�as ROAOWAY 2010-010 440 South Church Street, Sui[e 1000 SEWER Charlotte,NC28202 WATER � N.C.I3.6.L.S. Licensc Nwnber: F0766 SIDFWAI K 2010-010 PROP.. ]5" COG STO 4G02 PVI ELEV. 8C)2.42 -:- . . :850 ------ RCPILI STA. 175+57.001 �- - - -' �. PROP. 15" RCP(L) TOP=859.46 L� = 22�.0� - -' 47 00 LF INV. OUT=856.06 K= 139 96.84 LF @ 1.53% - �r � @ 0.70% - Pal aP. 15��(RIP L . . . . . . . . HIGH PT. STA. 178+38.34 : . . ee.en �F � O.so% � � HIGH PT. ELEV. 862.15 � � � �� PROP. 15" RLP L � � � � � � � 47.75 LF @ 0.50% - --- � - -� �. �PROP. 15'� RCP (Rl - - -'-� - - zo.s� �F @ a.�s% SEE SHEET C-27 FOR LAUREL RUN DR. PI�OFILE PR�P. OUTLET M1618�� . - - . . . . . �. STA. 174+59.00(R) . - . . . . . �. . . �. . . �. INV.=854.25 � . �. �. �. � �. �. : . �. �. . �. �. �. �. �, � i . � . . . I . . . . . . � .. I . -. �, . 175+00 176+00 177+00 178+00 179+00 180+00 �ONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB N0. P-Oa9a5 CITY OF GREENSBORO C-16 03/15/11 DESiGNED i2 02 i3 er HDR ENGINEERING DIVISION coNsr. suRv�Y eY HORSE PEN CREEK RD. IMPROVEMENTS SHEET N0. � CnECKED BY NEW GARDEN ROAD TO a50' WES7 � OF � . . 03/15/11 . SCALF�i'=40' MORI71 1"=4' (�rFRTI OF AATTIFGROl1ND AVFNIIE (l15 2?Ol � N rtOn 0 0 N O T O 0 � / � ., . �-`- _ . / � I / 5i �5 53 L LE 20"/ BELLSOUiH PaE 20 DUxE POMER P LE 2�2 �; BELLSOUiH PpLE 213 � DU E v0 ER � 9 6Z SL 28�6]�L0.92� STni]�61��L:48 5 A30 B3*8�.29 � -� ]6N -�� / a00i gA ]BN . / 80N O � TTLEGROUNp AVENUE LLC OOi BATiLEGR011N� AVENUE LLC P/�4NTA/TION AT HORSE PEN, LLC BATiLEGROUND AVENUE GR[ENSBORO LLC --� BATTLEGROt1N� AVENUE GREENSBORO LLC ':3310 h'ORSE GEN CREErc ROAD BATTLEGROUN� AVEN{lE HND � .BATiLEGR0UN0 AVENUE ANO HORSE PEN CREEK LLC PARCELq OOBOJ86 HOR�E PEN CREEh'LLC - 4001 US HIGHWAV 220 \ OB �168 PG 293 � 3329 �iORSE PEN CR�EN ROAD � PARCELN 4080402 . '� PB 1]p PG t38 � PARCELN 008Qa19 DB 6933 PG 1]09 � � �� ; 8'W %�� g,25'L X 9' THK. �B 6933 PG 1]09 �'gW K ?S�L X 9� THK. DB 6298 PG 510 . � CLAS$ �B� RIP RAP DB 63�0 P,E 2 59 CLA$ B' RIP RAP PB ]6 PG 109 ,aa0a oERM �RAIN9(3€9 ESr�roNS ,� HQRSE PEN CRE�EK ROAD � \ EST. 2 TONS " MAINiENANLE � S�FILTER FABRIC �'�p� - ��83y38.�4 � � Y]N 7 SY FILiER FABRIC ANO UiILITY �' �ELTA = z4° 41' 09��.36" (LT) .�gATTLEGROUND AVENUE LLC ��m EASEMENi IOMUEI � � c' `�' IAiTLEGROUND AVENUE N ]' ANE SHIFT T 109'41 \�+ : GREENSBORO ILC � ' � � STA. ]82i28.]3 R - SOO.00� <" Y�EGROUNp AVENUE ANp \ ' � Z P RCELPEO 80361 C .....�/ 40.00' LT iPF . ARC = 215.43� \-,-.. fORSE PEN CREEK LL Rano � _ - 11^ 27' 32.96" \ \ oe se33 Pc noe, � a�o.e. s*o. No.�pF �p-C NC7 STRl1CTI0N FOR THFU LANES � CH = 213.76' �� OB 6300 PG 205 � 16-8 LOMwEFCiAL TIE-IN NCDOT PROJECT SE = EXIST oatvewnr TIP N0. R-2309A8 ' t]I� : . PROP. ACCE55 � i�.35a1 � EASEMENi STA_ 182. 28�.73 .... 18f.00.oa . - �.� . �)IB � ^ ... . � _ _ �.,L ^--/ . �� ..� . `� _ 13i1 FLP!RED � ENO I AN IFT / ,. P.I.= 1B3+27.7g HORSE PEN CREEK ROAD = 11+qg,g2 FOUR FARMS ROAD -E STA. 182+28. ]3 ', . / / '-�� / , II � 5. TIOti' / 28.00' RT / �U� 3 � y ." � , : / o"�/� C� � � . -� �'� RETAIN NCDOT �� "��h �I 9 r �5 ns / ya � Q . '. ��.�� ]9N ,�' I � 15" RCP \ � . � , � � � ^� � C� o M i y ��5�� 20 . �� "�l �� '.. 3ao3C B s�OcazzKCRona a�l �' NCDOT CB �sc ..�+ �� R W9ne /// � _ y ____ - _ - y �� RETAIN puTURE / �• R- -.-- - - `if � NCDOT CB �, PRo� R-23o / W � �i. PARCE� 0080398 �,'� .� - � \ �� // �.. �.. -. o _. _ -, � i - -_ -_ � N � ` . _ _ ... RETAIN aB �6 ac ioe '�� 1'- � - - . . - T TAIN-NCDOT CB _ - - - - 2��5 �qzW � NCDOT CB RETAIN NCDOT F5" R P °' �� \` ,i..---�}` -RE7AItTN�DOT 15" RCP �� ' � � � �s'� RETAIN NCDOT Di -�� .�tcr�v.o�,�o -• �� -,t � o �. � � . _- _ �.a E �p � " � _ _ ,Z��, \` ��-_ _-___--- 00 78 ,,: ` "' , N � � .y�ois � _._-_- _- .. iRv � - �� So6o-r� _ , 19' 1i„ E . 10B" � Y -KH�i' .v.� � � � s .._ . "� � ° __��"' - Nes aS3e W .._ RETAIN NCOOT DI _ c-- _ _ � '��,. � S 8 187•00 _ _ _ _ �>, - , � ,3 �>. �o;•E -'Dz�s--- �- =4`-3 ' - ss ¢ � RETAIN �6022 --- .- - \ \ 5q97o E -.,. � � � \ .._ .y . N . NCDOfi - - - _ �� ` /�_. RETAIN 1 ��0. - _�_ -- � �"r M� t N6$�� "3 n m- o `a � 15" RCP ��:, � �_ �--- 585�00 REiAIN _ NC00T CB�N DOLJ�---- - RETAIN NCDOT MH -_ REMOVE NCDOT', 2�GI �T S-� �25 � w � - - �_ REMOVE NCOOT 15 5 i�>�eeSfMNNi' �nz Fts" � �3+9 _ �-� 184+ . 15" RCP :-. � � � :. 3t � R€PrtiPt-NC-BO'FJBw E.Yi . � RCP �- ze oo - R€TAH�:N€DOI 48"�2 .�:� h03324 HORSE PEN•.CREEKEROApLLC � \�EkISTSpfR9\ 36 .\� . I �STRUGTURE �PG`F�C�ELM 0080365 . ReMOV� � A\FMENr�eNfNSUr��gg.... \o ....�C _ ^olP' // �PRE�IOUSLY DB �]J54 PG 2�6H . . m ..i° . . OEnOLISHED DB 7095 PG t251 NCDCiT ?� f I \�.��PG �25 R�CDOT DI� "e n � �' /^'PI 783+38. �f1LL 61 F - � -1 - o L EM. 5 DB ]696 PG 9�] � �IPB-Q' WIOENING APPEARS T� BE N ERROR. SEE PB 105 P � + -"EziSTING MONUMENTATION ON WESiERN LINE :RCP W FLOWA6LE FILL TIE-IN �pp T PROJEC �� ^- � II + .�-Giia �5a5 FIF'NO.. R 23B9A8 >> -- MASViN DURA T LEW15. JR � ry. �,a I � ' FOUR-`FARMS ROAD ` STA. ]82 95 31 BONIJIE C. LEWIS (LiFE ESTATEy -... �� 1 � o P 1 - � 1 Q+58:, 10 333q��HORSE PEN CREEK ROAD �' *-, �Tl � DELTA = 1! 34�-23�-:84 (RT1 -� anacE�q ooaoaa� N 2° 37' 48" E� \. y �.' _,� T 26 B2 �m .� DB �2t2 PG 2t]3 � �'��; � EXIS R �� 2.040 :00 .�`° .' oe �o9s ac izsa � ':�pi 70+5B.10 � ? . ware ARC - � 53 64 oe anoa a v � v� W�awMON � DUaE POWEn vO�E 2t0 OUKE PUWER PO�E 2ia � ��j H° qB' 31.02' f� sra. ieoae.eo sra. azte5-en _- CH 53.64, ao.es ar Za�99 PL - --- _•.. �V o . ♦ ..:.I IINE POMEp P0.95 �� le 07.__24., .Sj Y n�. SiA. �81 - <6.2d Pi N � '' '� I i� 00� 2 -�-' ' �_I �L _,._ __ E ' ��= � ,, , � �: � � 87Q : �_ tn0 PROP. CI p1710 �. � COG STO Na02 . . . - �. � �� A. 187+30.00IR1 �� '� � � TOP=860.88 . INV. OUT=857.48 PROP. GRADE a p . � � LINE a � � � o �o +� - NCDOT PROJ. � ii _ _ - TIP N0. R-2309A8 - � - PROP. GRA�E LINE c� w ��. ��. � � w - -d(309, � �_:.H� ' PROP. TOC RT � -- �. � PROP. TOC LT J ��. �. � �. HGL IRI XGL (Rl MGL (�� _ - aaoa. �s- a v _ � ,�I 118.03 LF @ �.�5% . I � PROP f5" PCP(Ll 40.03 LF @ 0.76% - -.- - ri1._. . .. _ �- 7 '. -� � PRaP. CI N1713 �>t3 � � COG TO K402 STA. 18fi68.00 ��. TOP=861.]3 � � '-' INV. IN (1712)=858.33 ��. INV. IN (]776)/OUT=857.12 ��. 00 :� �2ESkIMiJCD6 -NCD� JB _ -i:Y REIAIN . � - �.� __`_ ' �- ?tETAIN NCDOT 15"-R�� --= -� - - NCDOT MH � -_ �� Gp.r. JBw�41�- �.-: . .� \ ._- .._. �. �� -;�,` ,! ":. - ETAIN NCDOT N88'ao02" J� 5�9's7a5.. RETAM E - - aza7 - lI� '. id ' NCDOT 2GI ;RJEFAIN �1W0 IS CSP _- �pa9e INSTALL PAE1F05E0 SIDEW�K �_ �7� RCP �SBB�ZeZ�� _-OMEXISTING BERM �� 85.35 ,-i r.:. 1565 ___ ;�:�c -- �..'i'� ; _ � 5g�'1fi01"E _ MAiTLiN CORP. 1.5�' _ 3404 HORSE PEN CREEK ROAD 18 ANENT UTILTY PERM 1T ( E xs _ � � � _ - � �� -� � aaace� oaeosse � z -RETAIN NCDOT 18 RCP � --- aes�Pc i"�s.s � Nio�223. � _. . _.., , - � _.._ - - q.20 DB 4432 PG ]9 ASEMEN1 OB � � - � -' `- DB 4061 PG 184 - i. 8' OIP 1555 �' N+ OB 4682 PG SJS _ � tONY TAJALLI N, PB IS PG i6 - RLINE q36a FOl1R FARMS ROFD p�p �p7 � �- PARCELN 0080569 ` 1'...1 , .. .. �IPF Ou StAfia 36 Ri� B� 19 _ �8 6�36 PG 3,51� '- -'- _ DB ]088 P6't175 ��- UKE PONfF POLE 2t5 - - DU E POwER aO�E i20 DUaE POWER POLE 22t � PB 15 P'G 16 SiA. 83�Oi.05 �pF STa. B5«8.2i STA. 85*5<.21 LOT=�4 55�86 Ri 41�<0 R 58�64 Fi -'i-� I � I --- - _ , - ----- - _ - _ -- 4 STA. 181+fi8.00(P) � . . . ' . ' . . -- I - -- . Toa=86o.b8 R-2309AB VERT. CURVE DATA - - - - INV. OUT=858.43 � � PROP. GI �1714 ��a PVI STA. 185+29.93 '.. _ _ _ _ _ _ _ _ NCDOT STD X840.16 PVI ELEV. 850.50 -- -- - - - - - - INSTALL PER x852.06 P.1. FOUR FARMS RD. LC = 220 �� _ __ _ - _ - _ - - _ _ _ - - - STA. 181+73.00ILI STA. 183+27.21 K = 50 �� - - - - -- -- TOP=860.82 - - - � INV. OUT=856.90 , LOW PT. STA. 186+21.97 � �� _ -- -(-> > 22% LOW PT. ELEV. 850.86 ' -j -- EXIST. 55 MANHOLE � � _E --- - �- ' � �TOP = 857.39' � . - - - -- � 75" INV. IN = 851.04' � - o� END GRADE �� 15" INV. OUT = 850.98� �� '� -- - - 0 o TIE IN TO NCDOT PROJ. � . . � ^'m TIP N0. R-2309A6 �� . � � -- - - --- - NSTA. 182+28.73 � � � I I. _ _ -I .I _ -- - - � PROP. 15" m^ �� ELEV. 860.41' � � � � \ \ PROP � GRADE �BY OTHERS) � � � � - � � RCP ILI � w �� NCDOT PROJEC i- � I �i- - � 34 97 LF a � �� \ �R-z309AB . .- - � --- - _ @ 0 50% � � - - - -- - - w � � � ' '- ��.. � �� I 1 - �� EXIST 15" PLASTIC SEWER � � I. '. ,�'__ .-_ _.-_ .. . � � - . - ; . -- - - � - �-- EXIST. GROUNO LINE � � � � INV. 850.98 . . � 'I� 850 I RM ' 24" WL DIGOUT (W30) TOP 854.6u STA 181+69.46 21 07' RT, ��PROP OUTLET X] STa. �87�58.0( INV.-852 PROP. CI #1]f6.1116 COG STO xa03 STA. 180+50.00( TOP=867 33 INV. IN/OUT=B5t.76 . ]5' RCPfRI ] LF @ 0.55% - 181+00 ..... �' EXIST. 15 SS � --1 --- - �. -� --..___ \ _ _a`�._--� _----- � PROP. CI :rf7f5 ��is � -� EX�S7. .. ��.__ _. . . EXIST . . . . . . I � �. END GRADE . . _-- - sTa. �e�*io.00t z< w� �_F! _ �5�� Ss ' ��1 , Nc�aT aRo�. - TOP=860.58 � .._ �"� �� . . . �. . R-2309A8 �. ,.- INV. IN (]7f0)=857.18 --'--.- . - . �. �.. �f . �. STA. 187+59.42 ' -. INV. IN f1714)=056.72 . �� -. . ' '�. .- .� � �� R-2309A8 VERT, CURVE DATA -_- � - � I I L �� ELEV. 851.32 INV. OUT-853.64 . ' � _ -^ �-1-1 ' '!L ... '. ��_ .- _ - __ _- - . - PROP. 15" RLP (L � ��- I' I- I�I - - 32.88 LF @ .00% � - � � PVI STA. 187+60.00 PVI S7A. SB2+79.93 ' � 1 _ _ �IIL _ � - - - -- �_ -�� PVI ELEV. 861.25 PVI ELEV. 860.55 �� ;� � �"� J• � � LC = � 120.00 LC = 220 I F + i-I � I I �i i .. .. .. .. � .. .. .. .. .. K = 730 K = 59 . . . . . � �� HIGH PT. STA. 181+00.00 HIGH PT. STA. 181+69.93 ? � � I- �� HIGH PT. ELEV. 867.43 hiIGti PT. ELEV, 860.88 � � � � : EX15T. 6" STEEL GAS . EXIST. ARV DEPTH UNKNONM 182+00 183+00 1$4+00 185+00 186+00 187+00 188+0( REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS .108 N0. aoanwnv 20�0-0�0 . . 03/�5/�t , ncsir,ucn � HDR Enginccring, Inc. of thc Camti�as 440 South Church Street, Sui[e 1000 Charlotte, NC 28202 N.C.I3.6.L.S. Licensc Nwnber: F0766 WATER 2010-010 l CHECKED m m O Z N� � Z � ', M pKF CONTRACT SHEET _ OF � SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City �`��L�yr R�'�ri O �� r 7� �� !@QHTCIfJD�i CUtll'M[QA-GILfffiil� Ia00-W3-19H LOQOI�t�MOR�WMOR/R�QUM1� COG Woler Resources Oepl. -3)3-2033 GOOt iraff�c Signal _3]3-2606 COG/Gu�]far0 Co Telecam _3)3-2084 COG Water Sup01Y -3)3-5855 TdnkS/T�PetmPnt PIlntS GOOT Storm Mater _3J3-25fi9 NPDES General Permit Applies ISTURBED AREA = 46.6 Acres GIS DISCLAIMER Ob' cts on this mu shown le P w�lh o dolletl linesly�e were not surveyetl, they were compiletl by pholOgrommelriC methods, ovodoble on the Ceagrophic In(ormotion System (Gi5) softwore usetl by lhe Ctly of Greensboro. 1 I . � � � . ,.� i �. �. . . . I � �.. .. � .. .. .. 189+00 P -Oa9a5 CITY OF GREENSBORO /ia er HDR ENGINEERING DIVISION C-1 7 ei' HORSE PEN CREEK RD. IMPROVEMENTS SHEET N0. BY NEW GARDEN ROAD TO 450' WEST 1 7 OF � „,� �_a n�ro,� nr cerncr.orn�un e�rt�u��c n�c ��m � ' X�O,O G 31 �� I1.5� X 1' L tO�iHH.I �\ ' 0. CLA 'B� RAP EST 3 ONS �225 V �1 •� � SY TER FA iC I O\ aw . . . � �.. , � LnuRA PEEPIES TEw � � �\ ' s q 2)43 h'ORSE PEN CREEK ROAD� � � \ �, � PnRCE�q 0081288 � � . Z DB 1336 PG 550 �`, p+\ �� DB 1960 PG ]Ot �\ \ 023 � PEAM, DAAINA E MAINTENANCE �� / SEE DETRIL 4 0219� �.-� . AND UTILITY ASENENT IDMUE) � SHEEi 'G1' ��'� I � ., N . \ � PHOP. flOW m�v'\'... � \ pF�ARED EN� " 0]i JF - � \ 8 R� se�'�a or w - �: - - za oo . o; 0240\ / 9T5 W�%�8' L'A 7" TXK 4 R�, �� CLA55 B RIP RAP ' � 95W EST 2 TONS . FEDERAL NATIONAL � SY FLTER FABRIC Z MORrcAGE a550aniioN PERw. ORAINAGE EASEMENT \ ou3� � 2]a5 HORSE PEN CREEK ROFlD� \ PARCELN 0081294 DB �519 PG 2415 �� . ` �. - _- l �/ � 1:. � �T� -��---- � -� � _ { , ]W I � ��I RONAL� BYRON NELSON on� wife, I� ---______ PATRICIA R. NELSON � � - 2]3� HORSE PEN CREEK ROA� W ' ------- - � � PARCELX 0081300 OB 6138 PG l�9 ' __ DB I960 PG 289 \ : - - �UxE FOWER POLE 90 � ��' SiR. 2i�35.12 � 26.45 LT - - _ -----a2 9 l - � _ _ _ ...----- '" ' - - --------- . - �a Nae ... .., . � 27+0 SEE SHE / 40NNA KABAD d usbantl, � . VINA AN NABAD DIIKE POWEA POIE 41 pUxE ONEfl POLE <1 �UxE POWEfl POLE 43�� -' �38 h'ORSE PEN CREEK ROAD Sis. 29+�8.'l2 . 29+31.90 STa. 30W9.)9 ��, � . 4].Si Fi C6.89 RT 53.55 Ri I� ��C� PARCELM O�BI�15 � �) � .. E �E p�4938 PG ISBJ EVAN M. SIMMONS . � ' 6B Sp53 PG L900 i � 8]E-C q�00 TALMAGA LANE . � � � \.� �, ' PB 118 F6 }2Q �`f � � PARCELk 0081565 � \ pPt�� L�Q'T.iwl�\50� 8]E-B � �8 �00� PG 1�08 : p� �\� - �'- , � ��C,. N6 `p466 � PB ]2 PG 382 /� � 0 ' � � � � / � ' 88E CNRISTOPER GARBER �� Z - T v� � r' �\ BUFORD B. PIKE and wfe 4�02 TALMAGA LANE �S5`3, � 4 �/ '� �� - '�" ELLEN MnRiE PiKE P/+RCELp 0081564 ��y�Sp q' T � '� -�" )� OB 6125 PG ]35 Sq 7, � :�� ' / ` [Y36 HORSE PEN CREEK ROAp� !� F , .` ' C� S \ �� S� \ PARCEL�0081]I6 '� PBLOi113382 � \ - 3/^ 'p� / \S\OS _ � N = � � DB 6918 P6 1363 // - � /Sg m \ PB 86 PG 110 2j46f ��6� -' � �or ii6 :� �' „,h€' , pm '�`G '�;� ``` �� m � t �,' "� - �o .n� "' �� o �� ES�' / \ . 7' �i � y�, i . B6E F Z ��"�� // ip e�E ENO C STRUCTION OF TALMAGA LANE ��[� - 2 r // �� ANNE srocks SiMasoN ..� q��0 0 / , $TA �4 � p .�-ri3.e6 JNo� ` 4101 iALMAGA LANE � OPS � �, � � - LLOV� T. CASE tl � � ,r T .� 0.00 o�y ^ � � � \ PARCELN �081581 ' \ ��" `' e � � LOl11SE A. CASE - e'S3' `� p G�� Eeg jiltp / // 4106 TA�MAGA LANE �/6 9� �J�r i�/ ' 9t � o- , DB A995 PG 1924 �� 46 6 0 0� N P9 ]2 PG 382 ,. ,' y j,� E�P�/ PARCE�// OO81562 -60�. F' �� J 9 � t p t/h s�2q. LOi 122 �. � j /� � � � 8 5�]J PG 2642 \ � �`a '� �, / �2 .` '/ ,. -, PB 86 PG t10 x � a� ok "" yy�, \ �52S�s N' U 0 � � � 9' \ Z ��{a�eo�� 01 ns g� n ��oa, i ,�, �.e6E-o % p'Vi:,5p1/ � i `. .� � . �RETAIN EX. 15" RCP"�� .- STEPHANIE GAADT 'Ot _. ' KATHRYN A. PEOUIGNEY � � CONVERT EX. DI `P � 4�44 TACMAGA LANE'��, \ ' 4103 TALMAGA LNNE �" � N BB° 26� 42 �'... PARCELN 0091563 ,' E Po � ��.. PARCELN 0081582 / TO JB W� SlAB l�D _ , 08 6]50 FG 964 ' � � �t d ��\ p8 6981 PG 2664 � PROP.'ROW -- ---- PB ]y PG 3$Z fi� � � F, - '. PB ]2 PG 382 m F LOT 114 4: `p`' /W��' � LOT 121 + }� � m , ' \ \\ �/ � ,.: :;�°�,aP 4� - � tise , 11 _,_m ___ � �\ q / p0 ;� � 37qs // ;CP � ..0� -._- 0 Z+ �� t � 4905. �Y jZ . � O . �� '� �' ,` , � C . e � o D GP�, ��,� ` 1 . \ d �-- �' /.�� f. B6E-C\ ', l - - - - -- - BEGI �M - HORS i � ELEV AV�28+28.60 s4o ; � . . . � . .. � ., .. �. . � � . . -.-_ -'. II �. �. 7 PVI STA. . 13+30.00 I I � � � - _ - _. � PVI ELEV. � 823.20 ' , y�� -- �' LC = . 100 � _ ; . . . ��`` \`. . K = �. 41 i � LOW PT. STA. . 13+80.00 � LOW PT. ELEV.� 820.88 � _, � I �- -- _ t -- � � - 82� a _ o, � a o v N . U I O Z T - � a o w � � 0 0 10+0i � s .�m >aN o°�Q m.n�- v.rn�` 3v • . �._. .. m . . \ . . . . L PROP. GRADE LINE m m I W I u I I i W - - P� +m +q � � m �� aw � � - - LL �>. . �\ W . - . � 1 J � (�l \ � \ \ OS$ �.� / 4 63 £xIST. GROUND LINE J �' � PVI STA. 11+40.00 .I . �.- .-�.`.. ��. , �._ . . . PVI ELEV. 836.59 - - .- LC = - 145 - - - - - � K = 24 hiIGhi PT. STA. -� � 10+67.50 ,-.- ��. :.- - HIGH PT ELEV: 837.34 ' �� TALMAGA LN. ' � � I . . . . .. . .. I ' �. �. �. 11+00 12+00 � / �� 00 T C-2 � �'�'Q�p � \ � t � � \ � \\ �EIIZABEfM A. ROWE-SCULL10N � _ - _. O / \\\�/ 4105 TALMAGA LANE PARCELN 0081583 S�u�o ` � � �`SO� D PB ]2, PG 38208 � ' � o � i � �s 9��s, �ar ,za � ., ,,q� � >. � / -f1+0O � _ _ � f�_-.� �� ', ' Fo % � � �i • ` 88"OS' 4 E .' � - E� o � \ �� ra. ;- F ' : ��.; � /4/`�` E�-� � �' � � e6E-B TA MA p, I. = 28+33.31 HORSE PEN CREEK ROAD �y" �� TuqNi � � �� .' � FOUR OREAMS, LLC �ELTA = 61° 40.� 02 56 ILT) - n � 'n ' �,'.JS: 410] iALMAGA LANE f I\q � T- 149 23 g+9g. 93 TALMAGA LANE '\�: PARCELa 0081584 R- 250 00� oais � ' � oe easz Pc zz� ARC = 269 07' y--� t20' LANE SiOFRGE � � � PB ]2 PG 382 H6E � " 86E A \ �oT ��y 22°� 55' 05.92" PAMELA pENISE CAWROLL STEPHEN G. ELLIOtT �H 2S6.Z7� L132 HORSE PEN CREEH ROAD �� 4109 TALMnGA LANE '� 5 3.0% II I PARCELa�0�81586 PARCELN �081565 . II �B�a202 PG 1163 �� OB 6�50 PG 512 � �/ PB ]2 PG 3B2 PB ]2 PG 382 - ...... LOT 17Z_ - - - LOT 118 ,\_, F � � / N89�d6 13'E- _ f 54.62: - \\ % o CONCREiE ORIVE � �'� �, ��, ------ %� - - . F � { . �� --- =i ��-i=i �F = 830 . �- I - . 1 I �- . . � . . -�I . . � ' i . . . ' 8.�n �� i ��. � � ! . . 14+00 15+00 REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS Rnanwav 2010-010 . . 03/15/11 . HDR En�inccring, I�c. of thc Carolinas 4A0 South Church St�eet, Suite L000 Charlotte, NC 28202 N.C.D.GL.S. License Number: P-0766 WATER 2p10-01p 1 CONTRACT SHEET - O� � SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. q� MlS) f �� 'l�t\ ll iY PR"w� 'O aa �li� �� $� �aeeiirnldui arrrncra:m-rwri�r�e IiOD-�2-1919 CMy o} 6n�rrboro Und«prourW Loea1M IrMomwllon/R�quMls COG Water Reswrces OeD�- _313-2033 GOOi Tra�fic Si9na] _3�3-2606 COG/Gu�lfora Co. iele[om _313-2084 COG Wa(er Su00�Y -313-5855 TdnkS/T�PitmPnl PlinfS GO�i Starm Wa(er _313-2569 NPDES General Permit Applies ISTURBED AREA = 46.6 Acres GIS DISCLAIMER Objecls on lhis mop show� w�th o dotted I'nesfy�e were nOl SurvCyEtl. lhey were compiletl by photogrommetric melhods, availoble on lhe Geogrophic Informolion System (Gi5) soflwore used by the Gty of Greensboro. � I m - -- - - : � - m � � '. cuom o i = - �_ - -I. o � - - I $�5 � m ainn _ - - om �� N m � - - � 00 -- - . . . II .L01'1 � a ¢ J Z m - - N J� 7 I - - _ .. Nu' _, _ , _ _ , _ ., c� c� �a �. � - .- - . , , � , iu� a� . . . . . . ��w J u r UO -1259, - ' RADIUS TURNOUT AT TA�MAGA SE _ 835PfU0. . 1+00 - � . ,. . , i.-�-1_ i I 1 - ' .-- ;-� � '- I'a�C�C�CC�JO �OD��B�C�C��O�� =��C��=C=��' j�� -��J -��i�i ��-i - _---�__----�___ --- -------_�======' is�� _��s�__��ss�si 'eee e=e�@- ---_=eee; jo�� oo558E��g��i ia�e ea��e=====�e��i 1��= �D�CQe=e=e�=��l i�=i Fiiiiii��ii�iiii �� • � •• �C�� . _�� I��l� i�� = Is�_ ■ � � � � � R35 , I 0+00 1+00 JOB N0. P-04945 CITY OF GREENSBORO C-1 H DESiGNED i2 02 i3 er HDR ENGINEERING DIVISION CONST. SURVEY aY HORSE PEN CREEK RD. IMPROVEMENTS SHEET N0. CHECKEO Bv NEW GARDEN ROAD TO a50' WEST q Q �1 Z cre�c.� _.n• r.,no�vi �_. nmo.i nr ce.nrroro�n�n evrunc n�c �om ��F � � CONTRACT SHEET OUItE POx£F POLE 129 STA. 11a8].26 �F � 26.<8 Li - P. I. = 118+36. 09 HORSE PEN CREEK ROAD DIIKE POWEF POLE i3o SiA. i2*69.]8 1 �p+00 • o0 ZS.�'" SENSITIVE INFORMATION = 17+16. 02 JESSUP GROVE ROAD m ouK$ieoweq to�sz13' I SEE CNEET C-1 � Not to be copied or P.I. = 118+31.79 HORSE PEN CREEK ROAD m 2534�, O DIl E POWEIi POLE 132 5r Bwe.62 � `�.,, C, i �, I �ZaE distributed without the = 9+98. 00 JESSUP GROVE ROAD EXTEdSION z 8 69 �r �� oRSEPEN APARrMENr �oMEs, �� ex ress written [I 0 GxEEN5B0A0 vOLE �33 " I�-_ 'Y ��I 3000 �i0R5E PCN CREEK ROA� ��ir OF CREENSBORO POLE t35 P N � _... a.ar.,o � � , w o O 60.fi . �120 PARCELry 009605� SiA. 8+]5.63 ermission of the CI�v 91W . �'�'.�' 3J.93 Fi p l Q [Iix OF GPEENSBOFO POLE t34 �tOi9 - U� I OB 6923 PG 326 �9 Sin. 9+Ot.i4 GREENSBORO COUNTRY CLUB PB 1)6 PG 83 �uKE vONFA vO�E t]6 of Greensboro. .. <3.29 Li � I��. LOT 2 SiA. I�8 Ri.Oa 3000 JESSl1P GROVE ROAD 2 SB.3 U � PARCELq 021J535 2% I I DUKE POWEF POLE t38 �S� f � Z DB �104 PG 1605 � �.I�. 0 1 y SLA.61� �i0 F�i 13 �Q�Jy��'lV�ll iY PR`M1�� ,- �� PERMANENT a I ' � ,\a �P r�o I ORAINAGE EnSEMENT w IIIB . 1 JNO UONSTRVCTION OF � yp � �$y PROP. HOW � �LREEN580Po0'W WNTRY fri}B �,-v �� v,- ; ., I .,.. ,- t1 ' P�R NCDOT�STDL9B I I� q p -,.. P95 111� WA TA. 11+90.00 �� ' 4815 CARLSON DAIRY ROAD I _ / , � 1. q l . ONSTRUCTION OF�� ESSUP�.::GROVE ROAO anece�M oo�s2zs 8698A� . " s o, ; Exisr. zo' {�� STA. � + .2j ' � _ DB_�1Q4 PG 16Q5 , � . , . . �-�-��I IS �0.00 �.� C ��I- O TER EASEMENT - - - - ��)�� BEGIN C _ . _ _ - _, .._ � _ E :. l� i�.5 ..� 9 :_� a' - � PB 180 PG 81 3. / iI � @n'K'1'� '_ �� ,_ � , � �'_': '.:�; - _ ; ..' �'. .\� 6P 1TP ��,.�� . :: .E_-E r�C �CE _ E� � ,..Q {-- � � --E_ E __E N86'Ln�� _. ..; . � ..� a 36 '�_ � -�- C E E L E E C REIAOVE I �0 � a - - - , .: .- _�_ � iPF - - - �Aff4�31'ifr - - - .t ivv tB" RCa a' n�Aa +u e' ° " �- is• . '�' '. :.::�. _ _ . a6axt� _�- �LoealMl�u� E E "�. .'_ .. - ' � 295.22' ' _ - _ - - _ � ..- � - - 3.i0' -' ,. - . . . -. . ' ._- _ .. . �_ __ . _ _ . . __�__.- .n - .. . x - . .. .. . .. n ... o. 15 et5".�a. Q __ _ -___ . __ _.. - 0 o m N�D _ COG Water Reswrces OeD�- 3l3 2033 qe 7� ' �� ^' o N N205 L<NE Sx1�i�4+OO � rv �- ' RCP ..R P 9� I ��"- I - 4Q E -- COG/Gu�IfO�a Co9niele[om_313-2084 _-__--__ ' ' . . � _ -�i3 3)3-5855 10+OQ-_ 11+00 12.00 m m� 13+00 � "•�o.00 � �.]6+00 � m - -_ -- a an s a6 29 W3. I �'� ��'� 9 x�;� � ,�, o x S 86 32 ^ �� Z85' InNE SNIFT ��DJESSUP GROI/E RD. z � 34 h� � 32 �" � 77+00 o ^� �2.39' S00 iAPER ___ faPEN ' �� 15 00 29.00 o AOEi 9 ' x o - . W 11+0� ___ _ --- GO�i�StarmeWa�(er` ____313-2569 � ' tllZ n . i. 5' m 2 /i I 9 N m / --`�F 5� i AGEA _ ._:__._.,. __ _- rv.. . - -__ .. • _ _ _ _ . .vi�-fro-vae �a�. . _ ^ i: N �,__ v�o-s�o-x�-we me 1910 -xe �, O F�e � - _ �_ -� � - 12+�10 0 ' v� T. ._._"__._ �__{' �843116'E F_ �p , ... . , W .. �. _,.__...._._, ; � _ _ � l f ... ,', .- i . ' - - ` � , �- ~ � � l� { . ._ _ _ , _-- -- E - E . . E - ..-. ' .� E�- HORSEPEN APARI'MEWT`HOMES. LLC , , � NPDES � _ E-E E-E--� _ � . . - fH � _ _ _ z 8 -. AT ] 2N' . _. . �� -� "�� FIARED END �g� GUAp \ l� O ED Gen I-T1I l ____ n�o cneCe�'g usr � �3E DB 69l] PG 249 --- -"-"-��*�w SECTION '-� ��' PB 1]6 PG 83 eral Per B WALL � � � I PDPAIL . 12 5 / �A 442� JESSUP CfE�OV-E� ROAO _ wis' c� FE � � aeaMnHeNr _ � �� JESSUP GROVE ROAD EXT A p p I 12S � i I 2 I �, pRAINAGE EASEMENT FLARED END - �,�- II I 9 I I � w � �� i Qa � SECTION � I -� ��"� �: �- '� SEE.SHEET C-25 FOR PROFILE � � w , �, , � 1�1 \�/� �'. SIOEWALK%ISTING Itll . . 6a' E . .. . -. . � , �_. �_�_� , ._. 115'W%10'L%10"THK. 3 .."'O�I W . Q � � 0 I I ORAINAGETEASEMENT �� DISTURBED AREA = �� CLA55'B' RIP RAP � � �I� ., I 46.6 Acres • � � EST. 3 TONS 3 � - :�� 10 SY FILTER FABRIC 5a 9f. � �I I DUaE POWER POLE 23 � \ � . SiA. I 6a96.42� I REM. EX �-: I. 2i % 2� x I , <A.6t Li E%ISi. PERMANENT UTILITY EASEMENT I SIDEWALK �� 1.- � I IQ I�_ �. ' �uKE POwEx PO�E t2a FOR WATER LiNE BOOSiER STAiiON RETAIN /��, � I',. I . Siaqji�iroi.2� 40W DB aa02 PG �]0 I E%. 18" RCPJ� ' , I �I W CIiY OF GPEENSBORO POLE 125 GIS DISCLAIMER I IO3p � S1a' 1+55.]2 DU E POWER PpLE 26 BAALEN LLC pERMAYJENT -? I 6.30 Ri STA t;8t04.i3 a51) JESSUP GROVE ROAD pEAMANENT � ORAI�GE EASEMENT � DUnE POWEF POLE 3i Ob�CClS O� lhig TOp ShOW� 6 i Li PqRCELg 0096061 UTIIITY EASEMENT FLAREO END � '.I� 5*4. tt8•08.56 W��h o dotted I'nesfy�e were ou E OwE o�E 2� DB 6]65 PG 2954 � SECTION �� a�•5� AT nOl SurvCyEtl. lhey were Sis. Bro6.59� PB 1]8 PG i6 %I �5� ��P � s"/�oo �r L07 p exisl. oenwnce MarvleNnNce/ I I � -- t22E compiletl by photogrommetric AND UTILIiY EASEMENi pqOp, ROw � � -� TClhOdS, OVOilObl2 On lh2 I DUaE POWER POLE t28 I i ''- KOTiS PROPERiIES,iNC. Sin. 11i]5.51 PB 1J8 PG 16 - 54.96 Fi 1 1 6+50. 00 ?999 HORSE PEN CREEK RpAO Geogrophic Informolion I SEE SHEET C-1 1 PnRce�p ooeeosa System (Gi5) softwore used oe 2�zi Pc �so by the Gty of Greensboro. DB 4549 PG 1250 DB 394 PG 380 . ,, : ., . ___ ... .. . ..- , , ', ; ; - - -- -- --- -- --- --- --- --- --- --- --- --_ . �. , , . . . . ,..--. . . . - . .. . . .. . �. . . . . . . . . . . . . . . . : . .. �- ' . J. � . . . - -'.---' .- ..-. . . .. . ' . ' . . . . . � r�- - - ---- - . _ - - - - - - - `p ... � . - - -. , . ' , . , . . �. �.- . -. --..-.-. -. ' - . _ .-; .. . . . .. - - .. . . _- . . . . . . .. . - . . . . . . . , _ . . .--. . .. . . . � I - - _ - --- - _ -- -- - - --- --- - _ --_- ---- - � SEE SHEET C-25 FOR JESSUP GROVE ROAD EXT. PROFILE I , � _ _ _ _ _ -- - --- 1 � I �', _ , -. ., .. .. ._ ,--, PVI STA. 15+94.00 �. .- . . -;-..-��. . � I '. . J-T' . -.,._ _, . .. ;, � , ., � 1_ _. PVI ELEV. 879.79 . � . ��. . . �,. v . . . . , N i i .; -. ..__ . I .. .. I , . . . _ I . LC = 776.38 �. .- �. - - ._... . I � ' d m mnio . . . . . I� _- - , . . K = qq - - -- . ¢oio rnmrn . . . �. �_ -� . , . . ' � - - - . � ' -. LOW PT. STA. 16+09.91 � - ' - - - . _. o . .m � - : - + -� ; - �'. ..: -. _- _ ; . ; ' -- =� ' � ` ' - lOW PT. ELEV. 880.65 � _ I � i. -... -� I >om .. �- - -I I � �,�. . . . ! .. .. . �Nn ..�- -- - -• -..: �- O+¢1 ..,+m �. _ -�.. . - - .. .� - . . . . . . . . . �'�_ - � i � � . . - . � PVI STA. 13+64.00 . _ ' . . �. �� ,. . '. '. �Q �... : _ _ 885 �o ,� ' - - - - . - , , ( �I -- - � PVI ELEV. 885.24 - . . . - -- � ' - --- - - _ � � �,, ' . - _ . ,. .- ,. � LC = 171.42 . f �. . .. . . . . -� - a a _ ��w cn�w ; . . . . . . - . . . . . - - .� - ': = mm in ._ : - - - _ �':. : . . . . -' ' � � K = 256 .. . . . � : � m u c� c� :. . _ : : _' _ :_ - '�,� _�',=�-t �. I ' :-;�.�-� .,--. ._, - ;- � I ' � � � I LOW PT. STA. 14+49.71 - . � �� _ . . �� . - - �-- - ,- . . EN� GRA�E � - �_ . . .-- �¢o =�o =. -�. _ I _ - j '. ... -_�- --_ - I �- LOW PT. ELEV. 883.21 JESSUP GROVE R0. STA. 16+82 f9 - �. �� :� - - - - ' . . . , . - . _ - .� 1 _ -. -" - I . ± . � - --' '- .. . . - . . HORSE PEN CREEK RO.. STA. 118+38.34 � -- : - - �� . �. '2.��y . �. ��_ ':. ; . � ;., _,. ., _�. '_ I . . : , �. ELEV. 881.24 : . _��, . ;_ _ _. . - . . � . . . . �. . . . . . . . ( - , . . . . �, � ; . . . . . . . . , . -.- . : �____ . . . . . . . -- �. � -. - i � _ - - - - . . . - -- - _ �. �. � � - _ � - - �. - i . . _ - - - �. - - - - - - . � �� T � � BEGIN GRADE . - _ ��.. �. . . �� - . _ . . . . . - - - RADIUS TURNOUT AT - � �ST°'2"e.29 - JESSUP GROVE RD SW - � \`�� I �. � � ELE� y gg7,g5 . . . PROP MH X1134ft3a � . - 890�� _ COG STo xaoo = _ QF00__ _ - �. �� 1ff3PROP CI M�1113 STA. ]5t78.63(L � 8� _ $75 _ _ . . - - - . �. �. � . I . � �. PROP. GRADE LINE COG STO x402 TOP=881.15 , m .. .. . 1.� . .. . . _ . _ __ . . - 'i. _ _ .j �- . .- i . ` � � . TA. 15t77.50(R) INV. IN (1114)=876.68 ' - _ - � '.. . . .. ... - -- ,' .- � � � � -� ^ TOP=880.51 INV. IN (1115)/OUT=876.43 . � . �. . . � _ _ :- . . : 1 �. -! • .. - . ��. : I �. �. . . . �. n N INV. IN/IN/Ol1T=B76.23 � �. , i�. � N . �. - - - _ . _, . �.. y . : - - �� I I I � �. � m m � PROP. N�DE tt11 7 5 �. - �. _ .. _'_ - ' '. . '. m ' ;- _ _ - - I mm OPEN END PIPE ��s - � tO � � - -i , � _ - �- -- - � I . � ( J 3.p4� \ 'm o,., 'STA. 15+80.001L1 . I � _ . . ~ . _ . on� - I- I- - -- , v � . . . ( -� �� m � i NV. =877.50 - --- I- m -_ - T - ' . . . -- , - - _ --_ - --- - - - . � : � , 2 3�% aw �m �. �. . PROP CI M1112 �. : - . � cn . � �^m _ _ - . -,- : . . �.- ��\ . COG STD M403 ��z .�+m -' T .� ' .__ . � , - �'�, . EMIST. GROUN� LINE � ' w � � SiA. 16t]5.00( . � � � I ' �� _ _ �n I . . . ' _ �. ; ��` aw �� 70P=880.39 . . . ¢om . . _ - i . .. . . . . . I \\ �w . INV. OUT=876.99 �.BS% � w�... fn�w - -. � �-- --- . - --- � �. i isio PR�P. NODE tt1970 �-(�) 2.3�� 1 65% ��__- . ---- _ �. ¢om i¢� ' - -- �. �� . f_._. : _ _. . ... . . . . OPEN END PIPE - -- . " I- . . . . a . 8g� . .. . . . -- �. -.. . . . STA. 15+00.00(RI __ ��PROP.. GI a1732 8i�32. . .. _ . .. . . 885 aQ . - _ 1 - � ' -- --- - --- - - .- . :.-- �. INV.-879.26 NCOOi Si0 M840.76 - -- - ��w � - -- � - .-: . . 4.-- --- - --- - - - -- - .. ; PROP. 18" RCPIR) M ^I . , TTA?A16+25R00(L2.0 _-- -- _ N¢o ,y - - -- - r . � _ . ��; :� � _ - - . � 78.07 LF @ 3.88% N�lu oa=880.�v �. ; ' �c��- y9 � . n . INV. IN/OUT=8]7.BC �i � PROP. 18�� RCPIRI . . . . .:.. ___ .._ . �� - PROP. 15" RCPfL) 42.29 LF @ 1.207. � � o �. - �� . � � 15.09 LF @ 0.50% . � � . �. � � . ��. .. ��. , . ti � � - _ PROP. OUTLET XS111 - � . . .- o� - I - -- , ,,. . , . . u�i STa. ]5+77.00( ) . . 3R087 LF @ROP50% . : _I- - . . . . . _ o v . __ . . . INV.=875.72 PROP. 18�� RCP(L) -- °p°P G` ","' ` - ' RADIUS TUF�NOUT AT ' , , c� � �,.. I ' �. . 3 ROP. L18 @ RCP SL I INSTALL PER q852 0 14 � � , IC �"' �"` ' In (� n \ / C n I',,I o ' . _ .. . . NCOOT STO aB40 ]6 � . Z �- , :�. -� �- I 31 .68 LF @ 3. 387. TOp=880{69 97 (U ; . I .. . : lJ L J J lJ i U iS O V L R D I V VV � j N . .�, � �� T ��. I�. . �1 E S S U P G R 0 V E R 0 A D PROP. 15' RCP(Ll INV IN U132) B77 76 � . . . . .. . .. . . . . . . 31.30 LF @ 0.50% �. INv. IN (1112)/our=876.8E g2(�� I - R75 .__._ 0 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 0+00 1+00 �� REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB N0. P-Oa9a5 CITY OF GREENSBORO .sm o N ROADWAY 2010-010 03 15 11 -� g ��Q HDR Enginccring, I�c. of thc Carolinas �� DESIGNED 12 02 13 BY HDR E N G I N E E R I N G D I VI S I ON ��ti aaoso��ncnu«ns«ee�,s��ei000 sewER coHsr. suever ar HORSE PEN CREEK RD. IMPROVEMENTS sNeer Ho. c��k Charlotte, NC 28202 �m WATER � � CHECKEO Bv NEW GARDEN ROAD TO a50' WEST 3� : N.C.D.GL.S. License Number: P-0166 SIDEWALK 2010-010 03/15/11 SCALE:I'=a0' HOR¢ 1'=4' VERT OF BATTLEGROUND AVENUE US 220 ��F � I � - a p - o, ti c a o v N O U O Z T - � a o w � � 0 0 � x .sm o N �oti �m� 3v • -\ � 60N � � MiRACLE PROPERTIES LLC - ` 5100 HEDRICK DRIVE- F` PROPOSEO TEMPORdRY \ � PARCELM 00]8228�:' 61NW �... �:. ��.� /� m CARLSON DAIRY ROAD ISR 21901oe 5�55 PG 636' �. CONS pUCTION EASEMENT\ � / �y ` DELTA = 32° 04' S1.23' tRT I E.K. HOLDING COMPANV, LLC � pB�1IA0 (�NipqE ESMi y 1 T_ .,� �� 88� 3zo� NORsc vcN caEEu Rono � �� PARCELp 00]822a REMOVf E%. CB 60NW A ` R= 250.00� i DB 6363 PG 2245 �r` .�..,�s.m I ARC = 139.98' . aa iso ae ioa \ov. now �. caeer�ssoeo couNrav c�ue � 6, o. 1 22" 55' 05.92" �-m �� ` <eis cne�som onav aono .� PARCELq 0078225 � CH = 13$, 16� �m 00 NOi OISiURB /y �B ]104 PG I605 J $E - N m 6' W000 FENCE ^ /' / �.�� 0 � 2 . ` �� N q) \ ' , , ,. .:. ,.� 11 - .. 5 L a � * VIOE iREE aROtECiION �'1 O EXIST �6/W ESMT / ` f, / 1� 6 J�q� r � , � 23.3 � 82.R C.a.G. STO. N0. � , �,� !� . ��P J20 i.'�� £+�9�e m PRO � Q' .. aqe ^ ,, O PB 16P G 109 � .,. >y� ... - . �.. BP PER ^ � RETAIN� \� �., \ -� i2. a V 7 �% OTCB a P i �5.5o CONVERT �!y � � . - 6 oRIVE .�. � f .., €X. CB TO MH- N59'25'39�Q+ _ �.� �.. �� " 4�/ � '.. � 4 . \; _ .�,:��r � ...�'i�. + �_'_ f .1).6) �,��..- .]9' N59'29'33'W . 126.0"1' ' � .:� . • N1 � aa .. � - . . 'I _ '�- � N 5629 t 6 �- . ` _ j c. - 1385 \1 � 38.55 . ' • f3+00 - - � �� = TUSCANv, HOMEOWNER'S ASSOCIATION�` � F . ., � - ,.-� .. o� . _ . H . � .. 2t�� . . ._ - _ _ __ F F '' $/$Fi' 41 � 1 7 E �<NE 5 I i qA ��, 'V/ 3906 SIENA iERRACE �-i"� 1�+�� ..^ i+0 � o � tia. L �. . _ 'oi�� ^' ? � �' i3�6 4 D6B68]0 PG'9684 ( 219�1) � . � �� CdRLSON � � � � � � �� t SR ZQ�Q � <NE Sx�FT �, � . i- '-- - " DAlRYRD ; vs la+p � o H ' , ',/ �L_�BZSW.%I„flL; �] iHK ___ R� .i5' RCP . .13� RCP . - •4' 0 S 4j'2'6"E ^��` ` � �A$5 ' . �tIP AP .. . i5 e . 26E REiniN�Ex. 154'- .F . . - - � -T E . 5- ._ � � a -N56'45�4�Yd P - - /p. p 61@ 81 %.<�„ . _` " - -� - -- . r � ... m "- �.��. /�� REMOVE Ex. 15" RCP 'f o � � r 1 , "-._,T,�y FIL,. R..fABkIC : ;0 3 ¢ � CONVERT q _ 58 \ �.'. �•" , x0 y .: • � ,�.. y .. ' '� GI(ARED ENO SECi10N � �_ Ex. CB TO MH; 50 . II -�' 2 � . � p� '3 �� _'� � / BEUiN CONSTRU TION OF L/iRLSON DAIRY_ ROAO ��. REMovE Ez t4^ ACP � . -- 90, eEMovE Ex:r�ra �:._ '+ ,y o� � � ..-59NW � � i U __ � . h � S, , . , / I - 15 RCP 2�P REMOV ! � b9 /�B S6Ef ;�TA. .. � , qND nur�l EnsEMENr PT 74 68 97 ',� Ex CB o ti. -� Paoc. aow �� ] + _ { �E%iST. PRiVATE DRiVE ACCE __� , Q 55 PB 136 PG I139 � 4 _ `� ,� aiw n �, i 5:�24° 36' 26' E / � �s'� `�� - � `�. HEAiHER M. RUPNS & �. 13ta' .:. q� / � MATTHEW KRUPINSH �. ^�� ' P '� l 13]SE i GREENSBORO COUNTRY CIUB � �� '� 5 a815 CARLSON DAR� ROAD 3] CARLSON TERRACE �� I Fo, �I I � �„� . g � y. :�' �USCANv HOMEOWNER'S ASSOCIATION � .- PARCEL# 00]8225 PARCELq 00�21�9 -� _ N554348 W '- 5 4 _ . � 13 � �'�� N 4005 Tl15CAN� LnNE � DB ]104 PG 1605 �B ]386 PG 2042 �OIS B. OFFUTT & zZ3 2] � d o`�� ,� �'� �.� W . P A RCELp 00�8 a5 1 PB 136 PG �39 ROBERT L. OFFUTi 58NW I � i , . � \ OB 6851 PG 2284 LOT t --� 35 GARLSON TERRAGE I �� `�ot � / ��',�/ �� \ PB 166 PG 94 PARCELN 00]2180 _ � ` � J ��./` � DB ]5�0 PG �841I I / n, �. .j � � Y � . ' PB ILOTPz 139 I _ ��' / , � -� 2 � 09 1365 P. I. = 145+85. 56 HORSE PEN CREEK ROAD -- - �;; �, ,' 3 � �� °, % F ,NN �,��EN � .-' � 202 HORSE PEN CREEK ROA = 14+82. 94 CARLSON DAIRY ROAD (SR 190) I� �� FQ �A` �� PnRce�a amazz9 s` / DB 4485 PG 1254 Q4 - _ _ _ N53'S]'4)"W � /:.. � r _'., �,4 � / / 57NW - - _ )9 . �C4' { f : 2, �4� --- - � � CILY OF GFEENSBOIiO POLE 162 DUaE POWEIi POLE 165 ERIC MAROHN I �- I - 9 �. (1Y.1 -�� ry ��/ ' LIiY OF GREENS 0 POLE 16 STA. 105�40.30 STA. II�i0.9t X /h� � O \ SiA. t45• .Oi 96.56 LT 36.19 LT TAMMI R. MAROHN I �O �` ,�W 1355E 8.6t R1 DIIKE vOwEP vO�E 163 DUKE POx£P vO�E i66 / 33 CARLSON TERRACE I �' o� � O HE STEPHEN 0'NEIL GROCE FEVOCABLE TRUSt STa. t45+56.93 Sia. t0+n0.<Z PARCELp 00�2181 I �-, � O�� antl iHE PEGGV L. GROCE REVOCABLE iRUST 5t.e� �* xe.35 r+T � DB 6608 PG 1082 . - S�h �. f -�' 3200 HORSE PEN CREEK ROAO \ D11xE POWE1i POLE t64 DUKE POWEF POLE i6B PB 136 PG 139 _ I F �' � PARCELry 00]8222 SiA. 1�46.56 STA. OW3.45 LOT 3 - - . ' S/y '��/' DB ]119 PG 25J5 � 2i �95 Ri <0 �36 LT / , F�T ; � DB 5322 PG ]98 \ C�7 ' � CONTRACT SHEET _ OF � SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. q+ �usrf �� 'l�t\ ll iY PR"w� .� �i aa f � �� $� �aeexQimi mrrrecra:m-ari�r�e iaoo-�x-� cny or 6i..n.coro urwapr«,na Loea1M IrMomwllon/R�quMls COG Water Reswrces OeD�- 313-2033 GOOi Tra�fic Si9na] 3�3 2606 COG/Gu�lfora Co. iele[om _313-2084 COG Wa(er Su00�Y -313-5855 TdnkS/T�PitmPnl PlinfS GO�i Starm Wa(er _313-2569 NPDES General Permit Applies �ISTURBED AREA = 46.6 Acres GIS DISCLAIMER Objecls on lhis mop show� w�th o dotted linesfy�e were nOl SurvCyEtl. lhey were compiletl by photogrommetric melhods, availoble on lhe Geogrophic Informolion System (Gi5) soflwore used by the Gty of Greensboro. .- , , ., ; , : _; , , . _ . .. .,. . _ _ _ . . - ---- . - � - -. .-..-. - . . . - - --- - ��. �� , �: � . . . . _ . .-._ . �. : , : . . . , . �. .:. . . ,J . , , ; . -. .--- - ---� - . . . , . - - �. - ; J , . .. ,- . . .- I. . ��. :: � � � ��. :- . . _. . ._. . ._. . _ ._._. .. . ; .,. --, . . -- -- .. m - - - - - - - - - - - - - - -- -- - - - - -�- . ._ - ---- - - �. . � �. �, �,--.----- - � - - - - -- - - - - -- - . . . .,. I ..- �-- �- -�--� -�-- -� -- �-�--� . . v �. ! �---.-'.-. .--�-�- -. -, . .. . . ., 0 -- - - - � . . - ! . . . � . I I , . . , ... � - I � - _-I - . . . . F o - - ' I-- _ . - . . . . . . . . . . . . . . . . - � - �. � �n . . . . . - - I ' =( - � - . . . . . . . . . . - . . . . . . . _ _ . _ _�-I_ _ . . . .�. a m"°�' . . � i .. :_ -- .- - - 1 - � 84Q . {� .. ' . . � ,-;� 8gQ .- - - -. 8� _. � oo Q . � � ' '. : I. - - � PVI STA. 11+35.00 . ¢ m � ��. �. � _ , PVI EIEV. 872.77 _�_,._ �y�s Ex. CI x1315 . �N .. : T�. _ ..om� F� __ TA.1392.65(R) o., . - 'oo � RADIUS TURNOUT AT '�� - r - - � lC = 90.00 Ex. TOP=882.80 . . �� ' �:. . - � �. K 89 INV. IN=079.39 �.. NW PROP. CI x131413f � - _ -- u�i�w aao �. � �. - LOW PT STA. 10+90.00 INV. OUT-B78.98 + m COG STO M402 - � -- , �oW PT ELEV 870.64 �, �aN�EQT To MH STA, „��8,82, �, _� C A R L S 0 N D I A R Y N W I - - - . . o n COG STD K420-A �� TOP=883 98 �. - - . �. Q `� . . . - ... , ti ,. ,. . - '. - TOP=883.00 - � � � , � o m m o� � INV. IN/IN/OUT=800.58 . - , ,, -- - f ) f') - -_ -- - . U 1.07% -- -- - � � +m » --- -- --- - -' _ -. - -, _ - ,, �m rv 0.57% 61 0.57% 1.97% . -,- .- - . , . . . . . . -- '_ . ,. _ . . i�_ � n aw A' - - _.-_ - (+l __ ... . . . . . . -- - _ � _ I- ' om ! aw �'PROP. 'I . . . . . . . _ - _ , PPOP CI M12012 � � > i�� I � N�� P - mz ou� � � i GRAOE LINE � � _ g$Q COG SrD x402 � i �� 8gQ � - � :.$$Q _ _._ . _ - _ � TA. ]1*aa.00(RI m+m 26%i� i'�I�� EN� GRADE , _ __ _ _ � i0P=B73.49 ^ A� i �� CARLSON DA RY R�. STA. ]4+q9,17 . QF{� .li!a} _ INV. IN/OUT=B69.44 "' ` �*�� i � HORSE PEN CREEK RD. STA. 145+84 77 �;- � � �. I -- aw ��g°k�i �' � . ELEV. 882.95 , - � . _ - _ C._ �. atf PROP CI t2011 � » 9' / i � � � i . . . . �- - . . . . . - . ,.. - I _ COG 5T� M403 / PROP. ]5" RCPIR) I I I� I TA. 10+94.00 (R) U W / NG�IPI � � 47.84 LF @ 2.48% � I- I � �. � . . .��' I - � TOP=870.79 j i � . . - � : o . . - . . . . -- i INV. IN/OUT=867.39 l" yqe ( � i � � � � �EX. 15" RCP (R) . � . . .- .. I- . . .'.. I _ ]88.46 LF @ 3.40% _ ' � BEGINGPAOE � 5� �� -� �- '� i - - ^ � R.ADIUS TURNOUT AT � _� �. . ,- F ' - ELEV 870.64 � �aq= � � i Ex CI x20f3 ia�� PVI STA. � 13+55.00 i �n . � p� / STA ]2+0O.00fR - - - � � � - ,�, ,- Ex. TOP_a�6 4� P�� E�E�. a83.49 - C A R L S 0 N D I�, R Y N E . . EXIST. INV. IN=872.57 . . _ . m �. �- . - GROUNO LINE �P?� PROP. 15" RCP(R) INV. OU7'=872.50 LC - 130.00 -� ____ _ , a � � � 8%Q. � i N� 56.25 LF @ 5.45% CONVERT TO MH K= 27 __8"10 � ..om J , � . � � . . COG STD �a20-A . . . HIGH PT. STA. 14+04.65 � � - '� >o . 1O 'O � - --�-��-- ��--- - i� NG 1P1 TOP=876.76 . HIGH PT. ELEV. 883.16 �. . �� __- -- - � .. � ¢om - .. Q � � � - ��. � . - �. i ` . �i � . . � . ' . � . . . . . �� HGLl0.) . - �I - -- - �I -_ . .00m . ^Om ..- -- -- -. � � �.� �� . : �' � . � :� . _. - - -: II - �: �i �::; � �i . �. ... . : . _ .- -, . -. Z . . . ii , .� ' � O ¢ J � '. . . . . . . . N . aQJ. . . . . ~ � . . �� . . JNW - - Ul W _� .�_ . . �. �. � PROP. 15" RCP(R) - PVI STA. 12+25..00 . '. : . . ' . . �� 50.03 LF @ 4.09% ' PVI ELEV. 877.95 �. . PROP ]5" RCP (RI . � . : � : . . .. I . � ¢ U � � I : - �. � � 63.48 LF @ 0.56% � -- - LC = 90..00 �. �. - U � __ _ � a¢o _ - --- �� uc�f- xc�� - _ - - � PROP. OUTLET X2010 - K = 60 �. - -- -I- . . I � - ��. . . ��. �. STA. 10+31.00(R) 010 . - HIGH PT. STA. 12+70.00 -- - - �. '�.41% .. .. J, - - � INv.=867.03 � �- HIGH PT. ELEV. 879.87 I �,' I �I � - � P . - � I � ; ��' R�►� ' - CARLSON DAIRY RD. ' . R, i � 10+00 11+00 12+00 13+00 14+00 15+00 0+00 1+00 REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB N0. P-Oa9a5 CITY OF GREENSBORO C 2O HDR Enginccring, I�c. of thc Carolinas ROADWAY 2010-010 03/15/11 DESIGNED 12 02 13 BY HDR E N G I N E E R I N G D I VI S I ON aaoso��ncnu«ns«ee�,s��ei000 sewER coHsr. suever ar HORSE PEN CREEK RD. IMPROVEMENTS s�eer Ho. Charlotre,NC 2R202 WATER � � CHECKEO BY NEW GARDEN ROAD TO a50' WEST N.C.D.GL.S.License Number: P-0166 SIDEWALK 2010-010 03/15/11 SCALE:I'=a0' HOR¢ 1'=4' VERT OF BATTLEGROUND AVENUE US 220 ��F � � � - a 0 ti c o v N• U O Z T W � a o w � � 0 0 � x .sm o N �rti �m� 3v • I J4N-A KENNEiH AARON SCOTT ona w�ie. PATRICE ORiR SCOT1 ' Iqq03 LAUREL RUN DRIVE I PARCELq 0080553 . _ . _ - -- � . . . � . . . W _ __ - _ - - OItl9 `��'N __-- DB 50¢4 PG 696 ��5• - . , PBOi4005L, 94-98�v �R� I� , �� .� OtlN - `. -_ _ ,' 168+00.00 SEE SHEET EXISi. 25' WATER OUALI� � CONS RVAT ESMi � �531 I � � 7 I PBi24 3] - - � � II ... • � � ' � � ` / f, - ' 3.S4i .tON I '? ._ _' L _ _ _ _..- . .. `� 3.,SbCb.tON I� I _ � � � � � � � � � REMOVE-- 1�- 1930� ' � � I � 14]S t� Ex te" kCa ^ , REMOVE Ex. CB � � � ' �qry ]5' PERMANCNT \ PAOP. ROW �� 529 s' RCP I �, � � � NOBLE ACHDEMv ORAINAGE �/ASEMEMT� FILL 38 LF E% 24 RC,P 3300 NORSE PEN CREEK ROAD JOSEPH BAHIJ SEMAAN and wife. / \ REMOVE EX CB -- W/ F�OWABLE FILL � , ., '�4�5 RECOMBiNED WiiH i485 PER PB t8t PG 9� KATiY N SEMAAN / V2EMOVE E% MH � 1�f o 11 ._ � , � PARCELq 0080368 4401 IAUREL RUN DRIVE � I FILL 109�LF �� , , -- . DB ]210 PG 2232 ""'SZ EN� �CONSTRUCTION OF PIERMONT DRIVE PARCELp 008053a � W� �o I� E% IB" RCP 5 p PB 181 PG 9l DB 5502 PG 403 / � I- � I I W/ FLOWABL�`r{IlL q1,25 49.t6 PBt24 PG3] - LOi 51 + dI �1' PEPaANENY�� STA. ]+ . � � ' I� � pSPH>LT ' � REMOVE E%. 15" RCP I_ /ip '. �5 � DRAINAGE ', �q��E .3i.35 I i W I9 � � lii '� � � EASENENT ' ... � . 32.95 _ - ' + 73N � � I� 5�8 P ? \ �3 q� yb6z99 -�3 �6�- - BEx�NO E� OaaINSGE�EaSEMENiENCE BRiAN L. PULLiAM �. I W �� I , R� �� _ f��Y XIST l UTLTv EASEMENT / � ' '� ! p PB 181 PG 9� 40 bLS - - - - - - -' - - - 32�0 PB 0 Oi P i 30URT � \ CONSER AT� �� - �- - .: - - - - - PARCELp 0080524 _ _ dTtg ounuTv � .. I I' • �� , _ O .-- _ __ . __. .- 73+00 3 za c>.soN __ _ . . . _ __ oN ESMr � . 0 71a00 . �sv - . o � - PBi24 PG3] o .'!53 DO � I '� ,5z6 ^� 2'- o 00 �� r�=oo: ` s s^ 3s sz w PIERMON�'DRIVE �a+oo \ �.��J- �� 1 Y - RCG'. 29' RCP m "�l�' � �L 16RApE TQ .: M Zb Ob SOS .. �o ev ..-� - 1�_ ��'�` - , \ � �1�.E% __ - W F I . 1536 �� 14' � � PRAIN - � �.�' EXiSi. 20' UTiLiTv �_ �\RETP�� N��Q3�?� � � ,% DI I E.i2 6]E .-- E ivP. �.' 15'W % 13�L % 1Y..TMK. .. EASMENi P612< PG3] -:.,-� ST -P �& 26-oII Iw'� I �'.. i0 �4�I� 9 .�E%13t89 RCP 9 od t5Z5 �� :: 1110 � E E- ` CLASNOiB� RiP RAP I.. � I 1 � O I 4 REMOVE -._�_ 14r5Y LIL� E? C B�ElO MAiERIRLS ENCOUNTERED I ` 5 pR NA2 � I � - F_I� - � EX ty ESMt. --r-. I I 1 PB ]2N tSYs UT �� _ iD �.:,. . : EX. CB I / I '�� I ,� FLARED END SECTION Sna�L BE PFOPEHLV OISPOSEO OF. - REMOVE R�MOVE 15 LF E%. IS' RCP I Y THAP AYUN on0 w'fe. I � I I - PROP PERMANENT I----- �DIUONG SIU�a � � f I�523 I _ ORA[NAGE EASEMENi 1465 II 320� CORONET COURT I I�I I � � I ELMO M. SELLARS antl wife, II P A R C E L 0 0 8 0 5 2 3 � -' :� ;� ! \ PpOP PERMANENT C A R O L B. S E L L A R S � � �B a90i PG 542 � � - I I w l ' \ I ORAINAGE EASEMENi 32q0 HORSE PEN CREEK ROAD PB 131 PG 2] � E%i5�f. 30' WATER Ql1AliT4 � I _ I IP� . '__ PARCELg 0080396 � LOT 40 i CON ERVAiION E54T � '. ---- -. DB 4435 PG 1439 PBt�a-RL�� v W� I �', NI ;. �RAVEL Oa[VE OB 3�21 PG 365 EXIST. 8� WATER 0(IALITY � � ,c, , 6 9' 0 6 L _� CONSERVATIIOt�.�Mi � I c.i I � I - / P8124�G37 I�� - - - - - - M..1t00.S05 - - - - - U111(E POWEF P lE �BB �UItE VOwE POLE t9t I 0 15�i SiA. 66+ 9.2i ST ;. t2+31.9< 29.62 LT 8.3] Ri � ' I a+ :��II� iFOG. ROW �� BELLSOuix P LE t09 OUKE PDXEF POLE �92 � n�r68 I w � w �� ` 5*s. 66a29.�t SiA. 4+35.4i I � o�p'��, P.I. = 166+47.42 HORSE PEN CREEK ROAD ---- 33.6< i t6.99 Fi �< �� ti C I OIIKE POWEF P lE 190 �UItE POWER POLE 193 I I� 1.. i �� I - 1Q+OQ.OQ PIERMONT DRIVE � Sia. 66+ ��19 STA. tfii*8<.69 \ I . 91.a5 * 28.1] Li I � rv i i I � W 6" PVC UNDERDRAIN ' �in I � �;...`" I -. I '�4 �rra�cnU ERiC K. MONSEES antl w'�te, i ' ' � ' ' azo3 coeon"io�scouar 164+50. 00 SEE SHEET C-15 aaacE�q ooso522 DB SBOI PG �02 ao iza ac a� LOT 39 CONTRACT SHEET _ �� SENSITIVE INFORMATION Not to be copied or distributed without the express written permission of the City of Greensboro. q� MlS) f �� 'l�t\ ll iY PR"w� 'O aa �li� �� $� HHliBYQIdIi1 COl1fAL'P U[m-C1J]. Qi7&t IiOD-�2-1919 �Loea1M I� u Rpu�Mlsa COG Water Reswrces OeD�- _313-2033 GOOi Tra�fic Si9na] _3�3-2606 COG/Gu�lfora Co. iele[om _313-2084 COG Wa(er Su00�Y -313-5855 TdnkS/T�PitmPnl PlinfS GO�i Starm Wa(er _313-2569 NPDES General Permit Applies �ISTURBED AREA = 46.6 Acres GIS DISCLAIMER Objecls on lhis mop show� w�th o dotted linesfy�e were nol surveyetl. tney were compiletl by photogrommetric melhods, availoble on lhe Geogrophic Informolion System (Gi5) soflwore used by the Gty of Greensboro. .., , . . . . , . -., . , - � , �;. .. . _ . , . . . . . , , . . . . , - , . . .; ,, ., . ., . ; � � �. , . , . .' . . . .i J . , . , . .. . .' . , . .. .' ., . . , _ -:_ '�L -I: -�-� -I- - _ - �. - _ _ - - - _ - -- - �-��-i -G I�I I I !.� I-�� - � � ^�� ' _ . . � . . . . . . ; ( .� . ..�.�� . ��.� , '�.. --- , ,; . : . . -- - --- -. - - - - - -- .--- - . .- . . . . - ��. . . - - ---- - _ _. .._ . PROP. CI M1537t53 . �. �� I. ---. ._.. _ . -.. . . .. . . .. . . .�:. : ,_ ,� � � � COG STO N402 - -- - - - - - - - - - - - - I - - � � � STA. 10+3fi.22 (L � -. . . . . �. '" �� - � , TOP=86o,0 ' - ^ '° RADIUS TURNOUT AT - � _ - ' � INV. IN (1523)=B56.65 -- - ' � 'n � "� -_ � INV. IN (1530)/OUT=8G9.56 � . � �. y �. u� ^ � mo� PIERMONT SE . . a � � PROP. CI M1527�52 - _- - - - - 7 � - -- - - - - _ . � 'o �� COG 5T0 M402 � � - - ��% 2.09� nuni STA. 10+99.00(L -I --� 1 . - - -� .. �om . - 1 _ - 860_ r. .�o Towass.ae - _ �$50 - - - 865 ��;m -- - _ 6 � o INV. IN/OUT�=84g,2] �" . . �� e$$ PROP. CI x1536 - - - � . - -- - _- . in�w rn�m . . I --- - � � \ aw COG STO k402 1536 .-.-. __ _ _ - -1 __ -� _ _ _ N O+m - �. -i - - > w STA. 1]+02.00( ' . . a p T� _ _ _ . TOP=855.67 . � . . . ' . . " - _ 1== _: _ _: - �-- - - -- =u � n - I I �- \ INV. IN/OUT=8d9.O1 �. ��." . � '�. . {� �, ' '� _ _ . _ _ _ _ . . I: - . - -. ' . _ '-.. _ �. . _ _ \ PPOP. CI 41525 . I- ' � � '� � I £�w - I�. .I :. I. � \ COG 5T0 xG02. 1525 . - ; - --.. - '- ¢�n '. _ _ W U --- - - \ STA. 11�40.00(R � . . .� . . � �• `43 au� . .J-. . . -- . \ TOP=853.06 -- �.-. _ - -- - _ - -. . .- . .- ,- -_ . 29 �. _I-.. -- -. . . __ �, -- - � � • INv. IN/Oui=Bae.ea ENO GRADE � -- - - � -- ' --- � : - - - - - - - -_ - - _ -- _ : _- - --: - -.- � :�-; � . � STA 72+20.00=VPT � _- - � , _:. i-,- -_ - --- --- - - . -- - - - - -- - � _ _. --. .- - . _ -- -_ - i- - '' . ��8' �'1 �, . ELEV 849.8] . .._ - , _ �� - ._. . _ �. . . • : � _. _ .-- _ .. . 41 . . - ._ . .- . _ _ . . . . ;. �- i. � '. -. : - � - . NGl(LI `�� : ' �. . . p( � . . _ ' _850' � _ _ - _ 855 (y�. - _ _ - HGL (al .. _ -'-_.._..�_- OJ� _ O+W 1 �M - �. _ ..-�WGL(RI �� - _ � � �1TA! - -- . . .- '_ . �__ �� . . . . . -- �- '�. . �. � PROP. 24" FCPf ) �,_�_ �� . . .- -- - : _ . �.. . � . - .. 69.13 LF @ 0.5 '___--_- _ �. .. . � � : :. ��,�, . PROP. 24" RCP (R . �. �. . . . .- - ` . , ; _ . . . . - _ : . . . . . . . . . �. - ' . �- . . . . . . . . . . . . � - .: _- = I. '�'_ - - -. - 1 � :. a6.0 LF @ 0.50% �. PROP. OUTLET N2110 1f0 � �.� � --� - �-- �- �: �� . . � .; ...�. � '� � PROP. 24" RCP (L1 . STA. 12+00.00 lR) .�-- - ; �: � I�. _- = I . . . �. . �. . ...� 27.58 LF @ 0.50% INV.=848.58 . _ _ _ _ ___ � . . . . . . . . . . . - _ _ - -- - __ -- �� . -8" WL DIGOUT (W25) 52 5f �F @ROP50%� �� -EXIST. GROUND LINE � �� - -� -- I ni� �. R A D I U S T U R N O U T. A T - ��,,__ - � TOP 849.27 � - - - - - � � � - 5TA ,o+9z.59 -, m� �° P I E R M 0 N T S W _ _ � , � - - --- - . o . - �. . 17.62 LL '. . . . �. . �. - � � ... ^ . . _ o� + i. _ .. .; . . ; . . ..+m . . . - �. . -'-- - :- ,T -. . .. - -- . . . - - -'- . -- RAD ' a � � �. �. �. -- $4Q PIERMONT OR. STA. 70+33.75 = ..��.. - - - - - - - - - _ �...� . - - - - - - - - _ 865 � � d - - . . . HORSE PEN CREEK R0. STA. 166+q6.43 �� _ - � N a w �- � -- _ ELEV. 860.09 , .,. �- :��.J � - ��, . . . � . Q . � ,,� �``._� . . . . .. .-.. . � - _-� c� c� cnmm - ' �- -- ..-.- . . --. a o . . - .. - - - - --.-.. - -. . -.. . . . . . . . . . . . . -- _ xuf- - - - -- . . . . �. �. �. . . . . - - _ . ¢ � ir� - . .. �. �. . . . .. .. - -- -- a+m -- _ - o - - . . . . . �. I . . .. . . z - -,-i P�� STA. >>.Qa: oo ; P I E R M O N T D R -� � ; �" - - �- PVI ELEV. 852.26 s . . . . - �.- : � �S w°1w - - - - y . LC = 144.00 ' . . . . I - y -,- . .--- -I- - �.. . . � � c� . - -:. __- _- So ..¢o = =:�.-y _ .-,--.-, � K = 42 . - �, _ - - , � . ac�� - � ,. . . . I - . _ . - -_ - . - -- - - - - . . _ _ -. LOW PT. STA. 12+20.00 ' . . . . . �. . . . . . . . . . . � . . . . � � % , . . .I j. . ; . . , LOW PT. ELEV. 849.81 . , I � � I i . ,� �. .;. , i .� I . ,. I. � .S � .. .� � . - � � : . �.. I �. '.. - - .,� �. . � . �. . .'. �. ,. .'., .. �. , . .. �. . . . , .. . . .:- _ '�.. _ -:. . -! .�. -.. . - - : . . . . . . . . . . . . . . . . . . . . . . -- . � . � . . . i _ . . ''- .._�� ..i�. .. � . . : �. �. �. �. . �. - �. . �. � � ` : �. �. �. . � �. �. �. �. . �. . . � . _. . ' _.. . - I . ' s3n ! ,T'- ,; _ , , , 83n ', � � � 10+00 11+00 12+00 13+00 14+00 15+00 0+00 1+00 REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS JOB N0. P-Oa9a5 CITY OF GREENSBORO C-2� HDR Enginccring, I�c. of thc Carolinas ROADWAY 2010-010 03/15/11 DESIGNED 12 02 13 BY HDR E N G I N E E R I N G D I VI S I ON aaoso��ncnu«ns«ee�,s��ei000 sewER coHsr. suever ar HORSE PEN CREEK RD. IMPROVEMENTS s�eer Ho. Charlotre,NC 2R202 WATER � � CHECKEO BY NEW GARDEN ROAD TO a50' WEST N.C.D.GL.S.License Number: P-0166 SIDEWALK 2010-010 03/15/11 SCALE:I'=a0' HOR¢ 1'=4' VERT OF BATTLEGROUND AVENUE US 220 � OF � CONTRACT SHEET _ OF � . . . � � � . . ._-. . . --. _.-. .-_ .-. . --. ._-. - . . : : ' ' 'SENSITIVE INFORMATION ��- - SEE'SHEET C-8 FOR DRmWBRIDGE PKWY. PLAN SHEET - - SEE SHEET C-11 FOR JESSUP GROVE RD. 'EXT. PLAN SHEET J' SEE SHEET C-11 FOR WA�KING HORSE LN. PLAN'SHEET ' Not to be copied or - - : --- ' distributed without the _ � _ - , express written - - ' ' - ', permission of the City - ' avi sTa. >>+oo.00 ' of Greensboro. � � � PVI ELEV. 880.54 � BEGIN GRAOE � � i - . -- WALKING HORSE LN.� STA. 10+31.78 = � - � 4\� Wst� . : . ' KC_= . 118 �-Y -' -- ' � HORSE PEN CREEK RD. STA. 127+23. 10 ' {-�- _ � v�� ir p� - � � ��-�' �'�1-��' � �' �-� I- -�-+'- .�. � �.- � . '�- � ELEV. 882.46 � ��,�-� � J Ao n� , � -J �-l-s . � . HIGH PT. STA _ 10+55.00 ��-� � - -� : � . � . .�,�,�� _� -- I ��'� ��. � HIGH PT. ELEV BBO.B3 - . - � f -�-� � �' „��-_ ggpl . _ _ `, : - � �� I � 840 � � �� ' 20Q-'- _ avi_srA,_ �o�_�a.._oo . _:__ . � I : I I i �z� � „ �� --1� �. ;-- _'� .'.-. ' ! �-'�_ � ' � PVI ELEV. 882.71 �. �., __� ' �', _ �� > LC = 32 I � . . PVI STA. 10+95.25 = _ � _ _ . . .. � - - 1 K �z - j . . PVI ELEV. 860.06 -- � '... . . . . ; �� . . LOW PT. STA. 10+38.00 '. r � - - ,� - �-,. � � ' �C - �123 _� . . -_ � , ' - . K = ` 92 -- -= � - - -_ �:_�� . LOW PT. ELEV. 882.53 �--. � - - � �Oti7'�0[�-�GiL�Ql� � _ - ' LOW PT. STA. 10+33.75 � �- - ._ � BEGIN GRAOE . � ! _ . . � ' �_-~ taOD-8l0-�4�9 .. ` ^� � - : --- � JESSUP GROVE R0. E%T. STA. 70+31 J7 = - -i-� - � - - � -- � 6 � � LOW PT. ELEV. 859.49 � �� - � � . '�, HORSE PEN CREEK R0. STA. 118+30.68 I _ � '-� � � �, - -- � __ q�y�6�o��rq� � ,-: . . - . . . ELEV. 880.98 �. . . _ . . . i: __ __ _ _. _ . � loeaFwlnfom�alloMR�quMb � � � � � � � � � END GRAOE ' - ' - � � om - _ - _ - coc woie� aesa,�ces OeD�� _3)3-2033 - � BEGIN GF7AOE � � PFOP. GRADE LINE � o� PROP. YI M1129 COG STO M424 ��z9 - - �� GDOi ira�f�c Signa]____3�3-260fi COG/Gu�IforO [a Telecom _3)3-208a �RAWBRID6E PKWY.��STA. 70+33.75 = _ -_ - �� STA 11+90.00 -' - � W� 3 SIDES OaE HORSE PEN CREEK R0. STA. 86+88.3f - � - - ELEV 879.28 � � � mc� . ,- -. -- -- / m �- COG Water 5�001 -3 3 SB55 2 Y . . . . � . . - . . . . . . . . . �� ELEV. 859 49 � - -- � - __ ]$_ � - +m SiA, f0t46.86(R) ta xs/rr atment c]an ' (') �. 64 ) � �i GOOi�StormeMater _3)3-2569 � PROP LI K0816oe�e ' - %�� 1.40% � INV-BBN/Oui=880.aa _- _.H^IO_. . . . . C�G 5T0 E402 '_ _ --. . . . .�. .- , .. - . . HHO �� /-_ . . ' .-- - .-- . .. . . _.-. . .- - - .-- _ _ _ cs - STA ]O+a7 971L � --. .. m .. ---�-�` - --�-� � � roP-859.a5 � � - � - - - � _ _ _ _ J.-_ _ .. .- _ . . ��'�'� oENO GRAOE STA 10+70.00 ELEV = 883.31 � � - " = INv. IN/ouT=853.79 - - [ . m m � - - - � � �� ENO CONSTRUCTION . I �� . I� - PROP. YI Y0813081 . .^Q � . � -- . . o _ . m . . . _ - �.. p . TA. 11+09.00 ��' ��. I��.. NPDES - COG STO A''�424 , m � em � . .. � ��'� . � W/ 4 SIOES OPE � �; ' .. .' - .� .�.. . ��, ��, I - � o � � � . . ��, . �. STA ,0,63.00,R, „ u , _ � ,, _ __ ( Generol Permit - -� . ^m TOP=857 63 inm SND 6RA60.00 . . .. . _ _ . . � . � � . . �-y I - . � �. �. ��. . . . _ - _ - INV IN/OUT-854.38 ELEV 861.53 �� '. +w :� �w I� i j � � a � App�les O1 PROP. CI�N0815 � �� - - � a� a� ��. � - �A°�+ / MILL ANO -_ � �. � +m COG STD i403 oet aw ...... i � . . �. : ��' . . : . . . I � - . . �(-12. ( 1 ��+1 . RE URFACE . . � I. I . I _ - o STA. 10t58.001L » � � � �. , 07$' 1 3 . . - . " n TOP=860.f3 �'. � �. ,, � , - , . �'-- - DISTURBED AREA - w � _ - - � u > INV. IN/OUT=854.00 � � . . -:� . . . . . . _ - _ I a� .. l+ 2'27% � �� . -i� EXIST. GROUND LINE .. . .. . . _ a .. . .. � I== .- 4V.V Acres -$�,I'�� -�O�} W-0:93Y. . � _ . i EXIST: GROUNO LINE 87Q. ., . .. , � , . . . - , � I I I � � � . � , �-�-� .`-� � . . _ . .._ _.. _ ' , - ' _ _ . _ _ _. _ _ _ .. - _ . _-- . IL--__ _ . . . . . _-- - _ ' � . �.. ., -�- � .. . PROP: CI N7733�t3 . ..:T - -- COG STO a402 - �:� PROP. GRAOE LINE ��.. �. I _ . . . . . . .- -- �'. STA. 10*73.00( � ��_ � .. � PROP. CI a08]aoa� , , . _. '-... . � � � � �� , n� PROPV 15U?RCPIR) � : ��' . .. � GIS DISCLAIMER '�, - -- , -, �-1,J , , TOP-884.08 �, - �. i COG STD N403 . � . .. . . �� . . �� - . . m v - - - . . - J _ STA. ]Ot87.00( �'� - � --- Ob)ecls on lhis mop shown � TOP=060. 16 '� � �; I � � -� - _ .; m 46.67 LF @ 0.507. �� - - - ff� N _ I . ��. . INV. IN/OUT=854.23 �i . . i _ - � � I - _ I ' m m � ��. � ��' W'not su�veyed11lhey we ere PROP 15�� aCa (al � , - - - � IC f In (�`n\/CT., _ � � � � � - -- compiled by phologrammelric . . . � PROP. 15" RCP (L) 45 46�: LF @ 0.50% ��I �� - �� J L � � � J r - �J �} O V L R D L � I . � - ' `" � I mGeog�raph'clnformotia he . . . . '',.41.87 LF @ 0.50% PROP. ]5" RCP R � �, . . �. �. �. �. . �. . � . . . . . . .. . a w . . . . . . . . . . . �. . . I $yslGm (GI$) SOffWOre USeC , 3'.34`F@o.5o% DRAWBR�'IDGE PKWY. u' ' WALKING HORSE LN. � bYlheGtYolCreensboro. i 1�+00 11+00 12+00 14FOO 11+00 12+00 IaFOO 11+00 12+00 - ' _ _ ,- � ' � - -- -- - - _ ' N j - - - _ - - i_ - - - N - - - - - - - m I - - - - - O . - - _ - --- - - - i -:, . _ . . , '. . : L . ". I . .. ,, . .. T m . . . . t � - -- - _ . --. -I_ . ' -'_ . - - -. . -. .- - - - - - - -_ O - - - - -- - -- - - -- - - - - - - - - -- - - - - - ' .' -i-. m i� _ - _ - .- _ . -- -- - � . - - _ - - . . . .. I . . . ;. .. :.. . .. . . . . 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P-Oa9a5 CITY OF GREENSBORO C_2cJ iaN ROADWAY 2010-010 03/15/11 DESiGNED 12 02 13 BY HDR ENGINEERING DIVISION o HDR Enginccring Inc. of thc Carolinas �o` aaoso«<ncn��ns�ree�,su;rei000 seweR coNsr. suRver er HORSE PEN CREEK RD. IMPROVEMENTS sr,eer Ho. �o;� Charlotte, NC 28202 WATER � � CHECKED BY �'^ • N.C.[3.8.L.S. Lice�ise Number: �-0166 NEW GARDEN ROAD TO a50' WEST '�C OF � 3Q ; SIDEWALK 2010-010 03/15/11 SCALE:1'=�0' (HORIZ 1'=4' (VERT) OF BATTLECROUND AVENUE US 220