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Home My WebLink AboutNCC230145_Site Plan or Location Map_20230118YOPP BARRY GENE SSMH PARCEL ID: 029745 / RIM EL.39.48' 8" PVC INV EL. 25.86' (S)-- BOOK: 01 E 86" PVC " PVC NOV INV EL. 2 .85 (W) PAGE: 288EL. ZONED: HB - HIGHWAY SSMH _ _ - - - ;RIM EL.38.79' BUSINESS DISTRICT _ _ 8" PVC INV EL. 26.59' (S) `\ LAND USE: BUILDING SITE 7 I / 8" PVC INV EL 26.53' (N) I I > r L �-/ .\ r / \ / / / / CURB INLET s GRATE @ FL EL. 37.97' '\ \ 36" RCP INV EL. 33.42'(W) A 36" RCP INV EL. 33.40'(NE) / \ 1 ✓ SDMH RIM EL. 38.94' l D� 36" RCP INV EL. 33.78' (SE \ C/ \ / -` 7 / a 36" RCP INV EL 33 77' (NW) I / 36" RCP INV EL. 33.74(E) PROPERTY LINE (TYP.) \ 1 DROP INLET RIM EL. 38.47' \✓ \\ / \ \ J 36"RCPINVEL.34.1T(E) WEST PROJECT - / CURB INLET i /> IJ r^� SITE /J l\GRATE "RCPINLL.3.66 / � 36" RCP INV EL. 33.66' (W) � / q / / 36" RCP INV EL. 33.62' (NE) \ - > / / - - 3.54 ACRES 154,202 SF 3EXISTING PUBLIC SEWER �I DROP INLET FORCE MAIN (TYP.) RIM EL. 37.92' EXISTING PUBLIC \>\ r\ ^ a 24" RCP INV EL.34.05' (SW WATER MAIN (TYP.) \ \ l J BaB 30" RCP INV EL. 34.04' (SE) gB J A.. 36" RCP INV FI 34 04' Fine Sand `\\ DROP INLET , \ RIM EL. 37.95' 24" RCP INV EL.34.37' (SW) 4 J \ SSMH ^ J 24" RCP INV EL. 34.35' (NE) ' / \ IM EL. 39.02' \ I\ 8" PVC INV EL. 33.21' (SE) I /\ DROP INLET \ 1 RIM EL.37.86' W W W W W W W W W W W- W W W W YW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W � W W W BaB _ \� / l �Ilil, /�sy MaC �77//� Baymeade _ ��\\\� 1 \ / / / // /i Ile Marvyn Loamy 7/,jXISTING \\\\\ll- - r / // Fine Sand Fine Sand \ / HAWTHORNE DETENTION PALMETTO LAND INVESTORS LLC \\ \\� - / / / �- / f�� //�/i�(W W�\�W r CITADEL DRIVE LLC PARCEL ID: 170805 XISTING PUBLIC ✓ \ \\ \` �' /-// /�/�/////--( W W W / I f / / > / // / ATER BLOW -OFF (TYP.) PARCEL ID: 154909 BOOK: 5655 PAGE: 631 \ \\\ \ BOOK: 5749 PAGE: ZONED: CB -CB /)\\\\ W \W� W / W Dw - - / \ / i //�W /W W ICI SANITARY SEWER, / //// / i „/ ,,, lW�ry- NNECTSTOPUMPSTATIONATTHE l ZONED: HB - HIGHWAY LAND USE: UNDEVELOPED / / / // /��/%//�//� ��/// r' OF PEGGY'S TERRACE (TYP.) /W BUSINESS DISTRICTLAND USE: UNDEVELOPED /' / / /j/ /% j/ /// � / � �//': / / / /ii //�✓� /� \ 1 \ / _ \ ) J / // �1 / /// _ & STORMWATER_==/J��/J; / CONCRETE MANAGEMENT ) PROPERTY LINE (TYP.) //ii ///// //// - - __ �� I t'W / / ° / / !l SLAB \ / / //� / _ _ IIII -��;; EXISTING JUSIDICTIO NAL _TRIBUTARY TYP. ( ) rYxI MaC„_ \\' FES 36" RCP I \ EXISTING JUSIDICTIONAL✓ �/�/� // / I I I L' ^ I I / f /1/ J /ii/i �� W� J - // Marvy n Loamy �// W N I l J 1 \\\\ INV EL. 33.09' / / WETLANDS (TYP.) / i` / - \ / / // / O 1" /. ,/ l / J = �� / // / !i✓�\ // i/%=\�J�/��///,� Fine Sand V //// // /// J 1 14 I I 11 ii �\\ � / - / /�/ /,✓ W /i � / I / W f W� W / /// /, \ ) J J / / /i /', �4 6�\\\\ Il / J I /f/- lam/\\ ( 1II / rr - -/ I�/ / y'/ W //� / / / / EXISTING WETLANDS19 �r ti �/ I- �W/ W W W / / L \� W /; \mil III11 (TYP.) J// 11 I II I I I �1\IIII II,, Baymeade \\\I \ \4 // \\`\�� j/ WL, I I 1\\ SOU I HBRIDGE MASTER OVERFLOW PIPE - L __ ` \\ \ W . /// / Fine Sand \ - / 2a _ \\ /i - - \\\ / i/ J I ASSOCIATION INC. i / SPILLWAY \ 6"CPP INV EL.31.81' \ \\\\� \ �,/fl• ! ^i / / `\ /I �23 II EL.34'±\,\/ \✓ I / [OVERFLOW PIPE \ - 2 -- } (/ /- \ '�� - _ _ \ R II (I I J PARCEL ID: 061939 / \\ \ \ \� \ - ✓ // " CPP INV EL. \\ \\� / / 1 . 30 - "� \ �� / - - • -? \ /5 29.71' \ \\ \ _ / l J `\ =-\ J /// / ass IIIIIIIIf II ; BOOK: 4062 '31\) J///J%IIII file PAGE: 543 \ \I .\ I \\ �i ///////) I/// // '%:=__;.-s\__\\\��//-��i//��_'M,��,IIfJ///��/\(Iljl,/I ZONED:HB- HIGHWAY GEORGES RICHARD ARNOLD JR. i24"RCPINVEL.34.55'(NE) �''' \ I \\ SSMH / /� �- SOIL TYPE DIVISION `\ ) I BUSINESS DISTRICT PARCEL ID: 065389 24" RCP INV EL. 34.55' (NE) / / I I EXISTING / \, \ o ` L \RIM EL. 39.25' '////� /,,.r /// DILAPIDATED WOODEN / LINE (TYP.) - \ \- - \ r // / v // / \ d' \ I 1// /r l \ / 8" PVC INV EL 27.75' (SW) STORMWATER / I 1 / R.R. TIE HEADWALL FULLY / �� S \ \ \ - / / / \ \ \((` ``\"� I BOOK: 4294 / - r ENCLOSING DRAINAGE \ \ �// = �� s \ \ \`\\\\\\\\ // J LAND USE: OUTLET AREA I / \ ,\ // / ^ /- L?j \ \ \ \\ \\\ l \ \ \ ` DROP INLET \ \�G ?} \ 8" PVC INV EL 27.72' (NW) / // \ \\ \ \\ / \ l \ / \ \ / \ \ \ \ \ \ 1�\\ W, \, / ( UNDEVELOPED ' RIM EL.38.05' /Y \i EXISTING FIRE m 1\ POND / / /// // -�/ I / \ \ l \ \ \ PAGE: 351 / 1 1 / !Q� HYDRANT (TYP.) I \\ \ / / \ \ \\ \ / / FES 36" RCP \ / / - \ \ ` \ 15" RCP INV EL. 35.3T (SW) Q ' ,`c/ \ \ / ` \ \\ INV EL 25.89' / �" \ 3 \ ` / \ ` -'� / / \ ' 3$" \ i ZONED: HB - HIGHWAY BUSINESS 18" RCPINV. EL.35.33'(SE) / Q. G I \\ \\ \\ \ / / / / it \ i \ / / I `% \ DISTRICT 1 \ \' \ \ \ \ N I s /� �// // , 1 / ( \ 1 \ \�� ! \�� OVERFLOW STRUCTURE / \ \ \ 3B \ v \ \ ® \\ \ LAND USE: COMMERCIAL \ \ TOP CONCEL.35.15' / <� \_ \ / ,/ �� \ ? /I J / 5 Cj� / PUMP MANHOLE WITH /// 1 \ \ _ I 1 / "I I // / PVC INV EL. 34.80' (W) I // ., ' / \P «\ \ \ ELEC PANEL ON POST SPILLWAY \ \\\\ l I I > �, \ 39 _ \ \ \ / / `, \ l ( 111II fl<` ` \\\\ RIM OEL. 7 8' -71 \ Q� -/ .:: / • ` �Cp �O \� // / J \ _ \ \ l VA�\ Q \ I / 1 5 ✓ PVC INV EL. 33.83' (INTO STR.) /- \ �' \ l� \ ! \ �) (I/ \ \\ \\ \\ `' \� nJ I \ \. 6" CPP INV EL. 33.73' (E) J \ `� I \ r / /) ` \\\\` \ \ Q�' O� ) '" ( \\ // / ( / / \ \�OUTLETSTRUCTURE I - / \ EAST PROJECT / l i \\� � 8" PVC INV EL. 35.58' (SW) l / I i i �/ / / / I _ __ 15" RCP INV. EL.35.4T(NE) / / - CJ \� cj' GJ \� \ \ \ . / / r / I I TOP CONC EL. 35.58' J t- `�O • PG \G\ SSMH ` \ \EXISTING FIRE HYDRANT/ I I 1 / j / I o� / 6' PVC INV EL. 32.83' (W) ^ / I / \ ✓ \` - \\\�\\\1\\ I I // / PIPE OUTLET / \iG Q� \�\ Q \�� RIM EL. 39.76' \ \ (TYPO 4L 'CURB INLET I I / �/ / J ) / \i \\ 36" RCP INV EL. 30.03' (E) \ / SITE RIM EL. 37.48' / i p ..�" �! P G h ��P O �\ 8" PVC INV EL. 28.81' (NW) ® \ \\ \ / / GRATE @ FL EL. 38.43' 1 /%) / �// 8" PVC INV EL. 35.29' % 'c(�. ` \� 8" PVC INV EL. 28.76' (SE) \ 1 \\ \ �I( / 30" RCP INV EL. 33.62' 17.27 ACRES �\ ` ✓ `I 1 I J I %� I .W W I DROP INLET \ V ) tP �\i O ` Q �G G , \ \ \ `` \ I ` \ / 752, 281 SF \ (_ I Il j l ll/ �ol 7- 36" RCP INV EL. 33.60' (N) I J RIM EL. 38.43' \: '�\ '`� V ,`C' v RIM EL. 39.48' \ j, \ \C�v SSMH\ 1 J l SPILLWAY "-�l� / V f l \ J \ I / \ \ / / ' 1g�. -� 1 / \ \ \ \ \EL34'± ?J 11 I I I 1 / ✓ -i ��I /� �� I � \ ", / / /// }.` ( I 24" RCP INV EL. 35.05' (SW) �' Q} `Q 8" PVC INV EL. 28.25' (E) ('"� \ I 10�. 24" RCP INV EL. 35.02' (NE) ( \ \ / ® \ t 1 i / 11 ENCLOSED --� \ 8" PVC INV EL 29.63' (S) \ FES 36" RCP J FES 30" RCP / ATER PUMP CURB INLET 1 I I \ L / / . Q • / 8" PVC INV EL. 28.29' (W) ` I \ 4 INV EL. 33.35' I(/ GRATE @ FL EL. 38.38 / .�-) / ! INV EL. 33.02' / / FOR POND 30" RCP INV EL. 33.39' (S) / �� , I \ DROP INLET / / O�V / 55 8" PVC INV EL. 28.10' (N) ,�\ i \ \\ / 1 , (' 1 / / ` \ W2�, \ / / 1 / 30" RCP INV EL. 33.35'(W) I—, RIM EL. INV E / 'DROP INLET \ I 18" RCP INV EL. 35.31' (SE \ � ✓ \ � l F � \ 18" RCP INV EL. 35.23' (NW) ` RIM EL. 38.90' \ \ I \ \�\ I \ / - / / 3 EXISTING TING SANITARY SEWER rI R� ✓ �� J l / �1 I EXISTING WETLANDS \ 24" RCP INV EL. 35.21' NE , / / %/f \ \ �,.i ((( ( \ ('A ,/ \� P \\ \ / SDMHP`VEL.34.09'(E) �7 \ s \- \\M I�II(TYP.) � MANHOLE (TYP.) d'� / _ / DROP INLET \ 5 / RIM EL.40.56 \ \ - 1 SSMH /� \ /� - RIM 38.24' IM EL. 39.31' \ \ �/ .\ J \ 1 \ I �\ / \c \ \ \,)4 \ \ \ I I I \ 6 GRATE @ FL EL. 38.92' \ o ( ) \ 8" PVC INV EL. 31.46'(S) �. /\ \ � [' - \ / \\ W I 24" RCP INV EL. 35.74' (SE) \ \ \ �� 24" RCP INV EL. 34.02' W \ I l / \ ^ \ 5\`\ \\\\\ I J 24" RCP INV EL. 35.63' NW `� ' -� � \ I _ / \\ �-- / � �. \ \ ( ) \ \ I� 30" RCP INV EL. 34.02' (SE) �!Y \ �1 � - \ ( ( i3 _ r 30" RCP INV EL. 34.01' (NE) \ �\ \ /r,Q \ %/ l \ \ \ //, �tP� \\ \\ W I ( r SSMH \I - v n \ . - . / \4�\ lEXISTING PUBLIC < ' �- 1 \ L \ `� \ \\\ \ I I I I ///��//` DROP INLET R SEWER FORCE MAIN \ /`\ / ` \' / Ln I / 41 RIM EL.38.87' SSMH 1y/" r_ � D � (TYP.) f ' f / `% 1 � � � � / / J i� 38 - \ I`�\ � I 8" PVC INV EL. 31.92' (NW) / \RIM EL. 38.92' 8" PVC INV EL. 31.91' (NE) \, / ) \ RIM EL. 39.70' L I \7 24" RCP INV EL. 34.16'(NW) \ \ 8" PVC INV EL. 31.61' (SW) , , -� / �M/� \ / '� / / / / Leon ) - r \ \ (k I I 11( PVC INV EL. 31.56' (NE) CURB INLET SS \ / EXISTING PUBLIC WATER MAIN / ^ f .\ \ ^ ^ GRATE @ FL EL. 38.36' 1 / (TYP.) I 1 , - < Fine Sand \ \ \ \ \ J 1 / 30" RCP INV EL. 33.71' (SW) I / C� 4p \ / ( /CURB INLET , , `'� , 1�✓ \ I ✓ I ( I I / J 30" RCP INV EL. 33.65' (N) / - / - \ f '% / GRATE @ FL EL. 39.54' SSMH EXISTING FIRE HYDRANT SD 1 N \ 18" RCP INV EL. 34.12' (S) I \ I \ RIM EL. 40.68' (TYP.) S ' 30" RCP INV EL. 34.15' (SE) I \ 8 PVC INV EL. 29.50' (E) 30" RCP INV EL. 34.09' (W) o l /%� I / \ 8" PVC INV EL. 29.44' (W) \ `/, / l _ / I _ _^ I I/ ( / 1� J FREINDS OF YOPPS / DROP INLET / ✓ MEETING HSE RIM EL.38.99' I �\ �' J SSMH / - 7 11 I ✓ c I fC/ / \\ / 24" RCP INV EL.35.99'(W) , / / �1�RIM EL.39.86' `/ ^� 1 3'.`Q\, J / I L �� / \ \/ PARCEL ID: 040513 Ln I \ \ I / "PVC INV EL.31.82' (SE) ' \ I I % r r I BOOK: 1414 \ CURB INLET / / `\ \ / 8" PVC INV EL. 31.63' (W A I \ \ / f -Z % / / i'- �. GRATE @ FL EL. 38.92' \ / f 8:, PVC INV EL. 31.49' (W) '� ° \ 39 `--' v PAGE: 430 \ Leon ! \ HIM STILLWATER LLC & COLUMBIA 18" RCP INV EL. 33.60' (S \ \ ,, r ,. / / - - I //, l 'r \ / \/ \ Fine Sand "� / / \ 30" RCP INV EL. 33.54' (E) 1 // \� < J \� / I /f/- % / ' ZONED: HB - HIGHWAY // < ` STILLWATER LLC - 30"RCP INV EL. 33.49'(N) s L -- EXISTING SANITARY SEWER I r 39 / /��/ �( BUSINESS DISTRICT & THOMAS & HOWARD STILLWATER LLC MANHOLE (TYP.) I DROP INLET 1R 4pg /// LAND USE: YOPPS TIRE & GARAGE COMPANY I PARCEL ID: 154908 BOOK: 5749 RIM EL.39.90' l o ( r // P \1 '` �%�� 18" RCP INV EL. 34.31' (SW) //// �� UNDEVELOPED A PARCEL ID: 059993 / I ZONED: HB -HIGHWAY BUSINESS DISTRICT 18" RCP INV EL.34.14' (NW) \ DROP INLET SSMH BOOK: 2381 PAGE: 798 \ LAND USE: COMMERCIAL \� I I a ) IM EL. 40.36'%% / \ SSMH RIM EL. 38.80' / 8" PVC INV EL. 32.22' (SW) ZONED: HB- HIGHWAYBUSINESS DISTRICT \ RIM EL.40.21' L30"RCP INV EL.34.31'(SE) / -\ .��• \ ` `� r //// / / \` J \/ _ 8" PVC INV EL. 30.82' (N 30" RCP INV EL. 34.18' (N) CURB INLET \ ` < // J "J� r / LAND USE: COMMERCIAL r 8" PVC INV EL. 30.81' (E) RATE @ FL EL.40.01' �� , 47 ^ / 8" PVC INV EL. 30.67' (W) i. \ / ✓ `^\�\✓ / / \% [ j \/// %/i l \ M r / % SSMH � V ,� � 18" RCP INV EL. 34.81' if EXISTING STILLWATER AT \ RIM EL. 40.46' \ / ` // SOUTHBRIDGE APARTMENTS TYP.) 8" PVC INV EL. 31.78' (NE) J CURB INLET I� �g� \ ✓y ( GRATE @ FL EL. 39.97' \ // / r \ r \ J �u EXISTING FIRE I I _ . g' ' , \ cV / // /// \ I 1 ( ` SSMH HYDRANT (TYP.) N 18" RCP INV EL. 34.70' (NW) �`, \ / M RM EL. 39.89' II % -_ \ f7 4'! PVC INV EL. 34.72' (W) / \ / / ///�-.P ^42 8" PVC INV EL. 34.23' (N) L\\� EXISTING NON -MUNICIPAL a / EASEMENT (TYP.) DROP INLET .y / \ - 1 'I RIM EL. 40.78' ` I �� 15" RCP INV EL. 37.01' (SE) �W- I_ -( / / -�� ^ _ / I JI 15" RCP INV EL. 37.02' (SW) - _ yy /� - r� \ --9 / - / / EXISTING FIRE HYDRANT / I 30" RCP INV EL. 36.91' (NE) J � _ _ �1 / \ dl -\1. (TYP.) i /iI /-1 / \� ` %\_� _�/ ` \ ^'� �\ FES 30" RCP %/ \ J I I '� \ l I r - L A I SSA -�/-� W _ 1 �. / =z �` \ INV EL. 36.80' / 1 \ �/ / \ I - \ J I SSA - _ _ - �` La ✓ ^ \ FES 24" RCP -\� i }y�o�� - - - - - - - _ NC HI �_y� =\ - \ l f� j I��rw / \ i - EXISTING PUBLIC WATER MAIN J �- /' - � - - GHW Y 172 -mow: INV EL. 37.05' _ _ i / \ \ 1 / (TYP.) / -SS _ - i 00 PUBLIC X`"�_- -ss_ R/�/�/� - - - - - _ _ -w_ _ PROPERTY LINE (TYP.)- �W-M_ - S_ -- - --- SS- _SS-_ SSA _SS CURB INLET LEWIS JAMES H & L T EVERETT JR. GRATE @ FL EL.37.01' 15" RCP INV EL. 37.01' (NE) & DANIELS CHARLES S HEIRS 15"RCP INV EL. 37.01'(NW) PARCEL ID: 051042 EXISTING PUBLIC SEWER FORCE MAIN BOOK:1414 PAGE:430 (TYP.) ZONED: RA - RESIDENTIAL AGRICULTURE LAND USE: BUILDING SITE 2 I EXISTING CONDITIONS SEAL ®' DESCRIPTIONS'® LREVISIONS SEAL NFKIN4&CREED 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048, Fax: (910)251-8282 License: F-1222 www.mckimcreed.com lr (?V0• companies L CURB INLET GRATE @ FL EL. 37.01' 15" RCP INV EL. 37.46' (NE) 15" RCP INV EL. 37.46' (SW) ET-- -- ASS-�- -SS- - SS- - -SSA CURB INLET GRATE @ FL EL. 40.94' 15" RCP INV EL. 37.99' (SW) 80' 0 80' 160, SCALE: 1 "=80' (Horiz.) SCALE: 1 "= 80' SITE DATA TABLE PROJECT NAME HAWTHORNE AT SOUTHBRIDGE 194 STILLWATER LANDING PROJECT ADDRESS WAY & NC HW 172, SNEADS FERRY, NC 28460 PARCEL ID 031380 & 154910 HAWTHORNE AT SNEADS PROPERTY OWNER FERRY, LLC DATE OF TOPOGRAPHIC DATA JULY 2022 ZONING HB EXISTING USE VACANT LAND 20.86 AC TOTAL PROPERTY ACREAGE (3.54 + 17.27) HISTORICAL AND ARCHEOLOGICAL SITES N/A VICINITY MAP SEE SHEET C1.0 2-FT TOPOGRAPHY MINIMUM INTERVAL SEE THIS SHEET LOCATION OF NATURAL WATER FEATURES LOCATION CLASS. LAKES N/A - PONDS N/A - RIVERS N/A - STREAMS N/A - FLOOD ZONE PRESENT ON -SITE ZONE X FIRM 3720427900K, FEMA FIRM PANEL EFFECTIVE DATE 6/19/2020 BaB, Ln & MaC SOIL TYPE(S) AND BOUNDARIES (SEE PLAN) CAMA LAND USE CLASSIFICATION(S) HIGH DENSITY RESIDENTIAL CEMETERIES, BURIAL SITES, OR BURIAL NO GROUNDS PRESENT ON -SITE ZONING DISTRICT HB WETLANDS PRESENT ON -SITE YES FIRE DISTRICT TURKEY CREEK ISO RATING 4 I Cr_`CAIn PROJECT LIMITS MINOR CONTOUR LINE MAJOR CONTOUR LINE COUNTY GIS PROPERTY LINE W W W W W W W W W WETLANDS_ W W W W W W W W W W W W W W W W W W W W NOTES 1. EXISTING CONDITIONS MAP BASED ON AVAILABLE COUNTY GIS, OTHER ONLINE GIS SOURCES, WETLAND DELINEATION MAPPING PROVIDED BY SOUTHERN ENVIRONMENTAL GROUP DATED 9.2.2020 AND A TOPOGRAPHIC SURVEY PREPARED BY MCKIM CREED DATED 7.25.2022. 2. THERE ARE NAVIGABLE WATERS OF THE UNITED STATES WITHIN THE PROJECT AREA/PROPERTY SUBJECT TO THE PERMIT REQUIREMENTS OF SECTION 10 OF THE RIVERS AND HARBORS ACT (RHA) (33 USC § 403) AND SECTION 404 OF THE CLEAN WATER ACT (CWA)(33 USC § 1344). 3. THERE ARE WATERS, INCLUDING WETLANDS WITHIN THE PROJECT AREA/PROPERTY SUBJECT TO THE PERMIT REQUIREMENTS OF SECTION 404 OF THE CLEAN WATER ACT (CWA) (33 USC § 1344). 4. THE WATERS, INCLUDING WETLANDS WITHIN THE PROJECT AREA/PROPERTY HAVE BEEN DELINEATED AND THE DELINEATION HAS BEEN VERIFIED BY THE CORPS. THE APPROXIMATE BOUNDARIES OF THESE WATERS ARE SHOWN ON THIS SHEET, DATED 9/2/2020. 5. THE DATE OF THE JURISDICTIONAL DETERMINATION IS 12/13/2021 WHICH EXPIRES 12/12/2026. 1 I LEGEND AND NOTES HAWTHORNE AT SOUTHBRIDGE EXISTING CONDITIONS DATE: 11.23.22 MCE PROJ. # 08934-0002 DRAWN ALM/GHS DESIGNED TRC/ALM/GHS CHECKED TRC PROJ. MGR. RMC SCALE HORIZONTAL 1 "=80' VERTICAL: N/A C2.0 DRAWING NUMBER ISREVISION STATUS: PRELIMINARY PRICING DRAWINGS I:\08934\0002\ENG\80-DRAWINGS\81 PRODUCTION SHEETS\2 WORKING DWGS\C2.0 - EXISTING CONDITIONS.DWG ---- 11/23/2022 15:11:03