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HomeMy WebLinkAboutNCC223496_Site Plan or Location Map_20221011"OLD BAILEY LINE" J DESCRIBED IN D.B. 134, PG. 504, METAL SIGNAL POLE ON CONCRETE BASE D.B. 158, PG. 338, D.B. 642, PG. 839, / I - - - D.B. 337, PG. 599 R, 1 IGN / F. IN � I SOP: 1 1 INV. I . INV. OUT: PROJECT SUMMARY PIN NUMBERS: OWNER / CONTACT: 1701-20-535q G46 Toothland of Marion LLG / 1701-20-6583 10-B Yorkshire Street PROJECT ADDRE55: Asheville, NG 28806 METAL SIGNAL POLE William L. Ghombers ON CONCRETE BASE / New Address: 828-274-g220 1617 Sugar Hill Road \ Marion, NG 28752 LA«ND50AttPE ARCHITECT: Mr. Gloy Mooney Design Associates PROJECT INFORMATION: 12a3 Hendersonville Rd. 1 Asheville, NG 28803 Total Size of Property = 2.61 AG +/- (828) 277-7410 / 277-7413 fax Gurrent Zoning = G2 ELECTRIC 1 JANI( Mlnlmum Lot Size = n/o CIVIL ENGINEER: Minimum Lot Width = n/a P: 1�49.5 ` \ / METER PIN ' Mr. Gary Davis, PE IN: 1439. I \ / D B Maximum Building Height = Davis Civil Solutions, PA INY. OUtj: 14A9 � /� / -, (DESCRIPTION Front Setback= IS' 135 A Gharlotte Highway Side Setback = O Asheville, NG 28803 \ sM TOP 1438.75 1 J TkHrrl� Rear Setback = 0' ( �_ 4" INV-,y /y/ , CONT'[(j�(�L - (828) 2aa-G44G META SIGNAL LE O CRETE SE Proposed Use = Medical Offices FIBER bBOX NOT NO p g \47t�7 S 117�% 7 SIG l l / MARKcp 4 ONTCL CIRETE BAOSE \ \ \ JAIV E HALF�� O REMOVE POSTS AND ENTRY \ RONALD & GRP BARRICADE / CHAIN I // BoxBOX a ✓ / / /J ;�° \ \ \ s \ I �/I / ( y I D.B.PIN 1337 _ /CUR N : 1440.5 I I I T: 1438. yIEDIPOS ENCROACH�ENTOd/ '1ARION LLC SHED (0. 4') 7 CURB INLET / ti� / ��! SAW GUT AND REMOVE // I RONALD & GRACIELA BOST \ WILLIAM LEE HALL ' / TOP: 1436.2 / / I EXISTING CURB GUTTER 186 PROPERTY LINE I� F/ I c \�\\ 1 PIN 1701-20-8317 \ \ THOMAS ANDREW CARL HALL INV. IN: 1429.5 / I / / / AND GONGRETE APRON i8 BENCHMARK P4 14 \ M / DEMARCATION LI�XIjC)�% ,pd� \ D.B. 437, PG. 494 JANE ELLEN McCALL 60d NAIL INV. OUT: 1429.5 , / G 38 / / 1.94 ± AW<E CORPORATE V11 �/ PIN 1701-20-1327 i / `S" !! / McDOWELLC04,1 f��/// \ D.B. 780, PG. 758 ELEVATION: 1436.14 18" CMP OUTLET INV.: 1408.3 \� cj °�� CURB INLET �� C I / /� TOP: 1435.0 / , E 1430. / ! -- , l INV. INI. t�9�1 P AL � I TiRIQO// INV IN' 1 INV. OUT: 7- 35.08 I if S'°aax FIC4*C.o. �� pp/RR I = = // /// / f KENNETH CRAWFORD SIGNAL BO cO/ / `^ 1 I //// PIN 1701-20-7350 SMH RIM=1435.62 C, / �) lIN 0� 431.1 D.B. 1020, PG. 540 �Q INV OUT=1428.6 CURB INLET i ���G / INV IN=1428. / TOP: 1434.6 �// -1435- / COORDINATE WITH NGDOT INV. IN:1430.3 '�i Q� // �/ REGARDING NEW LOGATION / INV. OUT: 1430.2 / INV. 1428. /j/ • ^e FOR TRAFFIC SIGNAL BOX / IN .OUT:1428. Q ITARY SEWERLINE PAINT MARKINGS CURB INLET GAS LINE - TOP: 1434.6 P NT MARKINGS % �� L n S70RM ItVILET INV. OUT: 1430.7 / j V 4PPR,6XIMATE IRECTION URB INLET ,/// / LF PIPES (61LTED) / TOP: 14 4.5 SAW GUT AND REMOVE V. I �" / //�/ ' / EXISTING GURB $ GUTTER INV. O 430 / V / / • / //i///� / / / \ \ AND GONGRETE APRON tA / URB NLEr TOP: 1435.5 TOP: 1 INV. IN: 1428. INV. . IN. 30. ��// �/ / / �// / / // / III / / / / / // / / RACHEL STROUD j/ I l / / PIN 1701-20-6187 CUR NLET//// / / _ \ / /II / / / / / / / / / D.B. 307, PG. 378 / (P T : 1434 // INV. 1 29.E \ / \ V. T: 142 / . J '/r j/1443 I l l I l ' •� '/ /�J//// /' 06 lam/ l l PAUL WOESSNER \ . / / _ // / SAW GUT AND REMOVE D.B. 588, PG. 704 / cu�B INLE / /\ /j j// EXISTING GURB $ GUTTER AND / \ / D.B. 415 PG. 465 T �: 1435.0/ / / / DRIVEWAY ACCESS APRON ccj I 3�9 / // / C&B TOOTHLAND OF MARION, LLC ��/O / INV�14 PIN 1701-20-3115 'L / D.B. 1154, PG. 647 18 0.57 ± ACRE / 19 I 33.7ZA / \ SMH RIM-1435.99 INV OUT-1427.49 Q- INV IN, (NE)-1427.59 1NV 1445.3- / INV IN, = 7.59 ` `Y7t (NEW) INV.INV.IN =141428.E UNBLE TO / - / _N \, \ J VVV L}J/ DEJERMINE / / m ✓ / / ��NECTION \7 \ \�\\\ �S� KELLY STROUD T„S H„ 3•�,�q�� \ \� /// PIN 1701-20-5048 / /D1<�'= 5a-\-/�\ D.B. 197, PG. 65 P1443.8 �lj INV. OUT: 1440.8 q/ ,�-`� GURLEY PROPERTIES, LLC ,01 / „ 1 , d' / / R INV V-1442.4 / D.B. 1013, PG. 978 J ///o/IN'T-, PVC �J 71 c\ 0 SAH\ '6 \ \\ \ \ __ TPVC 1/�� / / /// / \ RIWO:I.,laseiSM ► F■ uU�11111111111 5URVEYOUR5: Property boundary, roadway topo and roadway infrastructure survey provided by Phillip White, PLS Ed Holmes and Associates Land Surveyors, PA 200 Ridgefield Court Suite 215 Asheville, NG 28806 828-225-6562 As built site grading topo provided by N.G. Survey P.G. gb Centro I Avenue Asheville, NG 28801 828-252-1530 C 11501 CIO, SGALE : I " _ 30' NORTH � M 0 O 0 c M a� c -_ N d- � O � c U LA o Z � N 00 _ N N 00 ~ 00 X cn Q 00 U- L LU Jz LU J W^ � L..I.. U� J i�1�g161111 t tA100�00ds�f' C~ " a sty°>i 1 �+f* • .,'e s m r .... e MID ���00t0011t11►U�```�� O Ca cn U C/) � � z a-J O ._ o 0 V Existing Conditions and Demolition Plan 8-12-22