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Home My WebLink AboutSW3220304_Plansheet V-100 - Existing Conditions_Survey_2022062955MH / / / / / �Cj LP EC Rim 693.95' Rim 695.14' BC Inv Out 690.56' Inv In 682,96' / / / / g5 EP InvInv Out 682.91' EC EC Asphalt 55MH Rim ss-ss S ss-ss-SS-S-n-SS Rim 695.92' Rim 695.02' / / / / /, �o 8" PVc Inv In 682.20' (North) Inv In 682.56' �\ / Possible Buried 55MH Inv In 682.28' (East) Inv Out 682.53' yJL o /s+a / Building Inv Out 682.18' / / , / G 00 / -696- FFE @ Door 696.37' AG-6 / I � Co @EC Building Boarder / / / / b I N: 705,199.11' / / / / , / o s Building f E: 1,581,854.94 / / l / FH FFE @Door 69b.43' Elev: 682.83' �°j / / J � 8A I �'ll; 5TMH / / //'/ / 692.8 (DI / 1� C�ur�h io Rim6 1 12 ' ' Speed Bump ¢ n�� .� ;` '' i f / t Qc� d RO d / 0 Inv In 683,40' (East) i i / / �' / ` 1 EC Building Boarder_ - - _6g6 f 1 Inv In 683.33' (South)6',q r� Inv Out 683.31' / 69 / F / (1 6 - - ` I G / � ®ICV 1 Building / °0 O I FFE @ Door 692.03' VICINITY MAP NTS 5TMH \ T 695- _ ° I f Rim 691.30' BC Inv In 682.70 EC 6 8' PVC 256.23' @ 0.90% 694.71 694.66 Inv Out 682.60' CI 93` _ I \ / YI Top BC 692.02 \ �1 i 1 \ FDC (2X) CI Inv Out 687.66' 691.98 691.97 Rim 690.26' Bollard (2X) Inv In 686.26' (South) Top BC 690,57' BC \ \ _ \ I �694 LP ° t 696- 695 Inv In 681.80' (East) Inv Out 90,57'' LP •" = = Inv Out 681.75' EC \ L i \ - - - - Wall \ 6``9 _ EC g 88' 108% 833 \8„R Concrete \692\ 15" RCP 20.39' @ 20.89%� \ \ / �'' Paver Path CI BC 8 �cA I \ / g2 \693- �/�� / MH Rim 692.15' 18„ RCP -_ J , J I @p)•l �6 1 LP Inv Out 684.96' `156.77' ------ - _ _ 18"RCP ° --?t� 322.30C�0.51! ----691-------- - _ \ 55MH \ Scale Readout _LP IC UGE UGE Access Vault (3x) Rim 690.36' Concrete 15" RCP 41.46' @ 1.74% _ _ --r?� _ - ' , ` i i �E' E 55MH Inv In 681.66' FES \ _ - - - - - - ICV ' ` 6 - LP E - E Speed Bump Inv 679.29' \ _ _ _ - Lp E -- E -� E E 9p E E E E --- / / O WV Rim 689.35' Inv Out 681.56' I I \ 685 - \\ \ E _ ,/ 55MH /' ,/ 55MH // Gate x / / I Building N NV Inv In 680.95' / Truck Scale W FFE 690.85' Inv Out 680.85' i ) % CI Rim 691.38' I W / / / 1 / E / / MH Rim 686.11' / Rim b88.63 / / Inv In 679.87' North / / s / ( ) UG Access Vault (2x) I- // / / / / / ) / / E \ / Inv In 679.64' / / / r� O / / / �/� ///// // / /// / E / / ��/ / Inv In 674.61' �/ Inv Out 679.62' C N Inv In 679.87' (East) / I o Buildin 10" PVC ° ss ss 6 a, )/ j / % 0 // £ / / Inv Out 674.59' \ \ N l Inv Out 679.86' / a �, . / / �o/ // /�i / / /� �i� FFE 69a13' 2g4.94' 021/ 6 / / // / / / / / "y / o .'o \ Concrete 10" PVC - / 10" PVC / HVAC Gate ` 6 / / / / / / \ • \ \ \ -69D - 90 / / // / / / / / / / o _-___�� \ss- ss S _ ss �=s� - ss -ass-=-ss� ss =-sue ss S ss �/ . �` o \ 143.99 0.15% \ 301.25 @ 0.33% 6g UGE Access Vault (3x) =Oc- - - - -- - - - - - - - - - - - - -E E E E E E E E E E E - -/E Lp - - - 15" RCP 690- 15" RCP , °1 �- 0/ h // / / / / ( E A ) \\ / / �� _ LP 139.77' C�0.55% 199.59' C� 0.54% / b / // % / / // /'/ / /'// / / \� 0 / E �' E E - E �- E E-+5- -� E E / E - E E E E - E E - E _ FH_ E E - E LP E - E - E - E - E ' v E ) (/1 UGE Access Vault (2x) 0 1� < -` 1'! _ - - - - - ,& - // / / 7 / / , / // j / /, , / 6 ^ /� E \ `E E E -f E -y- E �, E q E E -� E E �- E E `t= '- E E - - TF \ - - - - - - - ' °v LP - - - - - -. - - - - � T � 2b$o Egg \� \� - �� \\ `o\ I / / . // / -- _ - --- --- --_-_ - a 5TMH / ' /; / / / // - / � --- \ l./ 692.1 // / r/' ,------- - - - - - - - �\ �- Rim 681.06' /'/ //'// / / / �/ �/ - _� \ \ \ I 1 / / / / I �-- -- __ _------- Inv In 666.55' (East) / / / / / / / n - - \ h I / / / \ -- _ - _ _-_ -680 Inv In 665.85' (5outh) i / 1� / // / \ / / �� ! - f l 1 j 1 "' I /rO ` 680 I�� 1 �692 Inv In 665.75' (West) / / / / / x / I, / I I / 1 Inv Out 665.35 / ' / ' C � / � � �' �. - - - - - - ~ '� I 11 ��m II'' / � -676_ - CI /'aj / / / / / / LP / CI OAG E 12 O F 2 i ' M I I / / CI CI - - Q) / UGE Access Vault (2x) MH Rim 675.01' \ I / / / MH Rim 689.60' MH Rim 689.53' \ -- /'� Q y. \ 9\ r - Inv Out 675.01' I I PAGE 2 Of� MH Rim 685.62' Inv In 683.28' (East) \ \ \ CI / / / ? / / T✓/ - - - /PAGE 1 OF 2 / Inv Out 685.32' Inv In 683.28' (West) \ / / / / • '� A6 -` I I I I I I I I I PAGE 1 / OF y� Inv In 684.55' \ s>s MH Rim 680.65' - / !, / / / �b CJlfco / /, 5TMH I I 1 I 1 4 I I I / i'G • Inv Out 684.35' \ \ Inv In 667.86' - - // / /,// / �' 4?20\ // / _ Rim 678.98'// Inv Out b83.19' 6>3\ \ LEGEND SYMBOL LEGEND / / , , - 7 Inv Out 667.83' / / Inv In 0. 7.98' + 692.1 / ECM EXISTING CONCRETE MONUMENT 15" RCP 40.63' @ 1.45%_ Inv out 66 .88 S� UTILITY POLE 46 BC BACK OF CURB LIGHT POLE / / / // / �9$ /// 63'�2� / / / /, / 06 ° co / / / / 1 rn EP EDGE OF PAVEMENT M IRRIGATION CONTROL VALVE J / / // , \, �/ // /// ,�� / / / / / I EC EDGE OF CONCRETE ►� WATER VALVE /' _ // /// // �/ �// //// �'�°'i,// - / / / / / ' // I \ o I I I00 FH FIRE HYDRANT -15 FIRE HYDRANT FDC FIRE DEPARTMENT CONNECTION 4( FIRE DEPARTMENT CONECTION // /'/ / // /� / `' j//End of Pipe �l / j l / / /' /'l ,ll� 1 1 j AG-8 WV WATER VALVE SPEED BUMP / //' / / /// / / / //�Inv 668.94' / / / / / , / l I N: 1,581, 55 9'7 I\ 1 I Il Il / / / / / E. 1,581,9 1 � I IVC IRRIGATION CONTROL VALVE 0 STORM SEWER MANHOLE ' I // /// / / 1 /`` / f `\ r- /� // ' / I Elev: 691.42' 1 I I I I LP LIGHT POLE 0 SANITARY SEWER MANHOLE h / / , / �/ I CI UP UTILITY POLR EXISTING CONTROL POINT / / / / / ' `/ `�� / I I I\ I TF TRANSFORMER A , / / v / I Inv Out 668.45' Rim 91.23' \ - / / EX / , / / / / \/ �v �, \ / / I � / / �- s92.5 FLARED END SECTION / / / / / 41 t 4, \ / / , ra / I \ Inv In 678.b3' GEN GENARATOR + SPOT GRADE LOCATION / / // //// vo 4� / 1 0_ \ Inv Out 678.61' / CI CURB INLET ® HEATING VENTILATION AIR CONDITIONING UNIT / / / // LP // I 4, � 1 +680.s / ,' // I Il It DI DROP INLET �� WIND SOCK / / / / I / 4, 680.6 / / / / , / I� / ^ - - \ / / / 1 I certify that this map was drawn under my direct and responsible YI YARD INLET BOLLARD / / , / 4 / / / I I ( I / / charge from an actual ground survey made under my supervision; AG-3 / / / / / o� 679.4 / / , that this ground survey was performed at the 95 percent confidence STMH STORM SEWER MANHOLE @ CLEAN OUT N: 704,629.72' i / / E: 1,581,274.20' / / / /\ I / o / / / ,/ / / // /�_� \ I I I / / / level to meet Federal Geographic Data Committee Standards; that MH MANHOLE -o-- SCALE READOUT / / I / \\ I ( I I I / ` / / the original data was obtained 10/01/21-12/06/21; that all elevations Elev: 683.37' / / / / / / / / / / / \ I I 1 I / / are based on NAVD88; AD AREA DRAIN END OF PIPE / // / / / ,° / I / / / / I I 1 1 that this ma meets the requirements of The Standards of Practice FES FLARED END SECTION GAS METER / /// /// // / \ wyy /) // // /,/ II /I I 1 I I I for Land Surveying in North Carolina (Title 21 NCAC 56.1600); and SSMH SANITARY SEWER MANHOLE ® FIBER OPTIC MARKER / that the Global Positioning System (GPS) survey and the following / 4 �c<,W 693.5 I I I / / / information was used to / / perform the Class A" GPS survey: CO CLEAN OUT TREE LOCATION / / / procedure on 10 O / / / / \ J I / / / / ` 690- / / / I ' / / / / / / / / NA Network /0GEOI / / / / NAD83 Datum Epoch 2011 GEOIDI8; RCP REINFORCED CONCRETE PIPE / / / / W I I / / Checked Published NCGS Monument "JUNIOR"; PVC POLYVINYL CHLORIDE PIPE 5 I y y / / Positional accuracy < 0.10 ; US Survey Feet INV INVERT / J // / / / / / / \ I / \ / /+693.6 1 I Combined Grid Factor 0.99986807' FES FLARED END SECTION / / 1 / // / / \ / �" 1 - - - / / / / / I \ Witness my original signature, registration number 1 I ♦ 690.4 y / / I / / I I I I and seal this 13th day of December, 2021. GM GAS METER /' l o l l l / WW r I - - - - / I 0 CP FFE FNISH FLOOR ELEVATION / Co _ _ ss -// RW RIGHT OF WAY / /' /// // / W / / I ° NTS NOT TO SCALE J' / //// / // \ I \ \ / 693.8 / / I j I J / / \ \ \ PROFESSIONAL A D SURVEYOR L-3810 UGE UNDERGROUND ELECTRIC DB DEED BOOK , / / \ / - - \ \ \ \ o Revision 11 /08/21: Revised Elevation Datum PG PAGE / // / / / // `\ WW \\ \ \ \ I I 694.0 \1 \ I 11 I/ I I \\ \\ \\ Revision 12/;HY/'21: Added Area in Front of Building and NE Corner of Parking Lot HVAC HEATING VENTILATION AIR CONDITIONING UNIT FOMK FIBER OPTIC MARKER HATCHING LEGEND EXISTING BUILDING EXISTING CONCRETE SIDEWALK F-= EXISTING LANDSCAPE AREA EXISTING RIPRAP AREA LINETYPE LEGEND --- UNDERGROUND GAS LINE - - ss - UNDERGROUND SANITARY LINE - E - E - UNDERGROUND ELECTIC - X - X - FENCE LINE a GUARDRAIL PAVER PATH OVERHEAD UTILITY - - - - - - - STORM SEWER LINE - - - - MAIN CONTOUR LINE - - - - - - - INTERVAL CONTOUR LINE LANDSCAPE LINE ICV SEAL _ a / UGE Access Vault (2x) ' - I \ \ ` \ // \\ ✓6 \ \ \ \\ \\ \I I I 1 I 6944 I 1 / j / l \\ ` I = L-381 0 - yy _- \ 55MH \ \ \ �\ \ \ I I I (0 4. CI \ 1 I ' \ ` 1 Rim 692.03' \ \ \ \ \ \ J I I I I �j \ I I I I 55MH i�i�' Np SUR`<, CI Top BC 689,58' I W Inv In 677.37' \ \ \ \ \ \ o I I 694.3/ I I \ rn I Rim 687.94' Top BC 690.20' Inv Out 686.09' I I Inv Out 677.32' \ \ \ \ \ ) I 1'I I / I I I I I I i Inv In 674.68' Inv In 683.00' I LP ?' - \ \ tea, \ / / V I / I I I I I I Inv Out 674.65' ��i�i i C•�� Inv Out **** - - - - / / / / - -687- ' \ \ \ / / / l 1 I I 1 1 I Page 1 of 2 _uP ECM - 0 1 I \ \ \ / / 1 \ \ I I Topographic Survey \ I _.' •=_- - - - -- -688-. ` � .Sign-� / / \ ` / \ I t \ \ -- / iDistribution enter BC - - 15" RCP _. �-'� i � i '-' - - � ` / \ \ / / \ \ /' / EC BC / FOMK \ 2�x' / / / / J , 0 Union u Road 198 i n Church EP 117.11' � 2.64% - - - EC EP ( ` \ - /'10" PVC / _� _/' / / 10'. PVC Salisbury Township - Rowan County -689- \ \ \ S ss - ss - ss -� <- ss - ss - ss �- ss ss ss - ss ss ss - ss ss - ss/ - s - ss - ss - ss - \ 69396.75' @ 0.67% �- / S 400,05' @ 3.94% NORTH CAROLINA / Old _ - - ___-- BC \ / / \ • EP / J % J _ - 690 Sanitary Force Main Along North Side of Road_ /- - - - - - - / _ J ,- - _ 60' 30' 0 60 1 2U 1 ou Unzon Chur h Road, 690 -- - - _ - -� EP C ad/' / / / EP - EP / / / // I/' / 690.45 690.18 � , UP Public R/W varies ) - 15o RCP �,�UP -� t ' / / T / / / / EP SCALE DATE JOB # DRAWN cL? UP 690.48 690.32 1 = 601 10/26/21 1507 BRS NOTES: / CI 1. PIN: 5780-01-35-0972 TBC 690.07' I!, 2. DB 811 PG 358 11n1,pOut 687.30' 3. Zoned 85-ED-2 4. All Underground Utlities and Pipe Sizes Shown are Based off Field Observations and Construction Documents Provided at Time of the Survey. UP UP n M L A N D S U R V E Y I N G Allen Geomatics, P.C. (C-3191) PO Box 89, Advance, NC 27006 (336) 998-0218 www.AllenGeomatics.com i 55MH Rim 695.14' Inv In 682.96' Inv Out 682.91' 55MH 55MH Rim 695.92' Rim 695.02' Inv In 682.20' (North) Inv In 682.56' Inv In 682.28' (East) Inv Out 682.53' Inv Out 682.18' AG-6 N: 705,199.11' E: 1,581,854.94' Elev: 682.83' X// 55MH Rim 691,37' Inv In 683.07' Inv Out 682.97' 12 wl ne 55MH 4 Rim 691.67' %f ° I Inv In 684.26' i , , Inv Out 684.22' 5TMH / / // // /X / / 692.8 Lc t Rim 691.12.' / / / / / / / Speed Bump r. A°1 ' tix Inv In 683.40' (East) �� / i / - - EC Building Boarder i / fo 6' . t _ - o I Inv In 683.33' (South) � � � � , � . _ - _ - - � / I I ( Inv Out 683.31' ro9�i °� / �° \ ®ICV ` I Building Bollard (4x) / O ° O ---�`- FFE @Door 692.03' Rim 6 STMH NJ \• 695- � IRim 690.57' Inv In S Inv Out682.42'Rim 691.30' -. _ Imo--' _- - _ / ® DI RInv In 682.70' BC 10U -_ _,v / / J Inv Out 682.60' EC CI \69.. 8" PVC 256.23' @ 0.90%\ 694.71 694.66 - I / I Inv Out 683.60' R To BC 692.02' � \ I � \ � � / / ,' Rim 689.51' YI P i l FDC (2X) ® Bollard (2X) Rim 690.26' Inv Out 687.66' \ I , \ 696 - Bollard (2X} 691.97 ® ♦♦691.34 \ wm 1 691.98 Inv In 686.26' (South) CI E \ \1_1 ° \ _�_. Inv In 681.80' (East) Top BC 690.5T BC Lp J _ �694 " ' - -- LP 95 I Area Not Accessible Bollard Inv Out 681.75' Inv Out 686,98' - - EC I LP \ - - - - - Wall +691.54 18" RCP � ` � i ' •� \ / / EC 3 88`U-1 los/° e�3 \g„R Concrete 692\ 15" RCP 20.39' @ 20.89%� \ \ / Paver Path / CI I I �o0j / BC 8 �� I 9 --693- MH Rim 692.15' \ / lg, RCP- / I @0 z-I, in �6 �'" LP Inv Out 684.96' \ ` - -- f91I \ 3e \ O -693 '� ❑ CO 691.49+ �� / -------- - --- 18"RCP \ ------------ 690----- - - - ---- - ------ ___ \ - 55 H----------------691----- Concrete ---__\ � ( Y� � 322.30@0.511 ---691-------- _ \ _ _ I I \ Scale Readout LP M - \ 690.56 +0 15" RCP 41.46' @ 1.74% ' _ i, V UGE Access Vault (3x) Rim 690.36' Concrete �q - - \+690.80 FES _ _ - - - - ` - ICV - - LP E ' / Speed Bum 55MH Inv In 681.66' Inv 679.29' \ _ - - - LP E E\-� E - E E E 6-`9O E- E E - E -- O p p V/V Rim 689,35' Inv Out 681.56' \� \ _ / Building \ \ 685 \ \ E / / / 55MH / Gate x / Truck Scale I W FFE 690.85' N N Inv In 680.95' WV `r8 \ 691.34# \\ LP \\ W Inv Out 680.85' N c0 \ CI / 55MH / Y� / Rim 691.38' / 10" PVC I rn / / 1 / / / / / I _ ss ss ss ss ss ss Iss -�- Iss -1 - ss Rim 688.63 w \ / i� / I) / / / o \ / Inv In 674.611 I Inv In 679.87' (East)) UGE Access Vault 2x I- I S S / e / / SS Inv In 679.64' / / / �` ` ( ) ss 350.29' @ 0.19% / / / Inv Out 674.59' Inv Out 679.62' C q Inv Out 679.86' \ \ / / y o Buildin /// / / FFE 690.13' SS.ss 294 g4 @ 0 21 '9 / o \ Concrete - / 1 HVAC \ \ 1T0 PVC10" PVC Gate-ss--69(S 9 \ I \ ss S $ �-< ss-�=ss-- ss ,s -� S ss 90 \ 0.15% \ 301.25 @ 0.33% 9 UGE Access Vault (3x) \ I _ - 15" RCP_ _ _ 15" RCP _ - - - Concrete EgE - E,--^- E -� \E E E E -/E E / --� -/E LP W --- LP_ 139.77' C�0.55%------- -69� `199.59' C�0.54% - ------ - -6�0' 210.30' C�0.54% -� ` 691.80 I Ems' EE !E --L,- E E` E E E EL / E - E-- E E E E E E E E E E E E E Ei -[ E E E E E- E ��- E I 690.58 UGE Access Vault 2x o E �- E -� E E E - E ° _ Fl . I , 1 LpE E E --f E E E y� E E E �� E - E EE E -. `� E E -TF '\ - - - - - .-- - - - - _ %LP ` Wind Sock / E� \ \ \ / (`--------------- �l,o - -_-_ - ------ ---- &Light - - - - - -off-- ------ -------- -- \ - - - - -------_-- --- NIN ---- -_-- - \\ 6g1 685 \\ \\ /d - / ///� -_-----685 `��-'-i - // 1 692.1 ___-_____ ___ ___ _ __ _____ __ _ j t/✓ // // / / /�/ ---- ------------- \�` (�'-//'�------------ --- - \� Co ---- /--- \-- / ram - - - - -- -680 - - \ - j/, ��- - - -680 �-///� - \ �. 677 CI SAG E 2 OF 2 I I m ! 1 / 1 / ( CI FMH CI _ _ AG-13 / - - MH Rim 686.31' I MH Rim 689,53' \ \ N: 704,770.25' UGE Access Vault (2x) Inv Out 675.01' I I I / Rim 689.60' Inv In 683.28' (East) \ \ \PAGE 2 Or MH Rim 689.62'CI /PAGE 1 OF 2 E: 1,583,121.38' Inv Out 685.32' - FES MH Rim 689.55' IPAGE /OF In 684.55' Inv In 683.28' (West) \ E)\ S Inv Out 684.41' Elev: 691.73' Out 684.35' Inv Out 683,19' 6>�,\ Inv 682.55' EP h Asphalt;DC5 EP AG-34 / / 695 4 N: 705,913.89' / E: 1,582,457.54' / Elev: 693.91 ' / I / I STMH _----692 / I /----- / 1 Rim 695.02' / Inv In 690.51' 0) I Concrete / 695.4 Inv Out 690.24co c0 l Ramp / / LP Concrete EC Building Boarder MCP _ 695- Wood Building - - / Wall Wall/ / - _ 6- -PVC @.66 " 129.50' 0% , �- - - --696--- // Q Building I I I FFE @ Door 696.42' Trench Drain / ( Rim 692.16' / Inv Out 691.36' zl / I IIM� of / I >lo I al IN EC Building Boarder / I / STMH Rim 695.73' I ( Inv In 688.93' (North) Ol Inv In 692.01' (BLD) � Possible Buried STMH 1 i �/ Inv Out 688.75' I i 24.1 - RCP 1 / / I 1, FH _ �My r9J Bolla d (4X) Building m EC® FFE @Door 696.38' Rim 693.36' / / I 55MH Inv Out 689.78' / / / Rim 694.93' • / Concrete Cn Inv In 685.39' EC � Inv Out 685.36' CI ( / m s DI (I f Top BIC 695.52' / / / / / ) ---�t-694- Rim 693.33' wm 6' �/ vv a Q a Ll,l w Inv In 688.56' Inv In 685.4 h / / / / Inv Out 688.51' Inv Out 685.44' / _ / / I i\� S _6" PVC 24" RCP 63.49' @ 2.38% / // / ( / II I y / 15"RCP 40.05' @ 1.35% 5TMH / 0 I - v I Rim 693.84' Inv In 687.15' (North) Cp / / / / / 1 `! v I % Inv In 687.97' (East) /~e \ c)",h \ / / Lp I rDe I a� Inv Out 687.14' NO STMH �G V l I o0 mwl o I I 24" RCP 19.10' @ 0.52% / Lo'�o i ( Rim 696.96' / / / / �6i � I I CI Inv In 683.93' (East) / / / / / \ / 6 I Top BIC 693.47' Inv In 689.06' (South) i / �/ / �r Inv In 687.02' (North) Inv Out 683.85' / / // / I // \ N1 / Inv In 687.03' (East) Inv In 688.02' (South) � LP Inv Out 686.78' 15" RCP 85.98' @ 1.74% BC EC e8o ----- //� / 6g5/ 1 O /��i///// 1i ♦694.29 M LP EC Rim 693.95' BC Inv Out 690.56' EC EC EP Asphalt / EP S- ss SS / 8' PVC S- S- S- SS /s+o Possible Buried 55MH Qr /0- Building 696- FFE @ Door 696.37' / I o I CO ® EC Building Boarder I I rn I Building / a FH m a FFE @ Door 696.43' ¢ A 1 P Y,A I i VICINITY MAP NTS PROFESSIONAL L evision evision URVEYO L-3810 11/08/21: Revised Elevation Datum 12 /21: Added Area in Front of Building and NE Corner of Parking Lot 1� `��1111111111//// CAiY 011/ Q� SEAL CI "_ L-3810 Top BIC 690.04'{O�' Inv Out 682.11' �� %�� ' N� ' 4 � SUR`i� 24" RCP 63.14' @ 3.58% FES ��/� 1 C .Iti��`�� Inv 679.85' Page 2 of 2 Topographic Survey Aldi Distribution Center 1985 Old Union Church Road Salisbury - Rowan County NORTH CAROLINA 60' 30' 0 60' 120' 180' SCALE DATE JOB # DRAWN 1"=60' 10/26/21 1507 BRS L A N D S U R V E Y I N G Allen Geomatics, P.C. (C-3191) PO Box 89, Advance, NC 27006 (336) 998-0218 www.AllenGeomatics.com