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HomeMy WebLinkAboutSW3230601_Plansheet - 4 S1 - Site Plan_20231123 LEGEND CA/�p'''�•. • EXISTING CORNER; TYPE NOTED .NDS FRO. • IPF IRON PIPE FD. HAGERS FERRY : IRF IRON ROD FD. LIST OF ADDITIONAL , 0 : CORNER SET; TYPE NOTED 1157 CENTER LINE LAND USES REQUESTED: z R/W - RIGHT OF WAY PRIVATE CLUB R PROPERTY LINE 11-27-23 CURVE TABLE LINE TABLE INDOOR RECREATION '. v Q PP : POWER POLE 0 .6 POWER LINE GENERAL OFFICE CURVE RADIUS ARC CHORD BEARING CHORD LINE BEARING DISTANCE ,9� • "" - S - SETBACK LINE PROFESSIONAL OFFICE C1 1340.32' 1 19.00' N26'28'58"E 808.65' L1 N84°16'33"W 21.42' �/ID11�E��`��`� LINCOLN - E - : EASEMENT MEDICAL OFFICE COUNTY C.M.P. : CORRUGATED METAL PIPE PRIVATE RECREATION CLUB J R.C.P. REINFORCED CONCRETE PIPE C2 1340.32' 141.67' N20'54'40"E 812.29' L2 S84'10'25"E 31.52' 0 Z HDPE HIGH DENSITY POLYETHYLENE DRAIN PIPE GENERAL RESTAURANT ` SITE ° NEIGHBORHOOD SERVICE C3 1985.35' 2.25' S18'07'51"E 803.62' L3 S84°20'27"E 31.84' o GENERAL SERVICE I VEHICLE SERVICE C4 1985.35' 124.56' S16°18'04"E 813.2V L4 S84'20'27"E 18.85' 41 o VETERINARIAN, ANIMAL HOSPITAL L5 N81°56'04"W 20.67' z W z o X I L6 N81°56'04"W 31.16' 0� 0CIDa o a 00 15" RCP I L7 N25°37'31"E 20.00' w O ' INV. = 798.5'I Q O 0 'Y>3 o rL8 �S0824'32"W 20.63' (Z LO VICINITY SKETCH or \I MICHAEL N. FOTINOS Q >+ N.T.S. �� DEEDPARCEBOOK/PAGE:583�192/81 J o o ZONING: B—N / ELDD ° CURRENT USE: COMMERCIAL \ ° J 0 .� z N W o � 0 �\ \ o 0 0 OREILLY AUTOMOTIVE SORES, LLC G 2 a n Z O w RYAN, LLC _ v �Z r� z PARCEL ID: 4602653865 / / \ ti�p -5- W DEED BOOK/PAGE: 2422/337 10" MAPLE -)3�� 2 U. O ZONING: B—G / ELDD / 12" \ /8" IR N G \ , r Q uWi CURRENT USE: COMMERCIAL c QL 11 BRADFORD FOUND -� 15" RCP 10' TYP. N � W z M 12" M BRADFORD 3 �6)NNv. = 79s.9' 88' 1 53"W12' 53" \ N Ou J a N / / I 1 \ �U a / N88° 9' 38"E 1 F" 1 RID P C PE „ o dc.4 0.00 8 15'SIDE YARD BUILDI G SETBACK 117' MYRTLE V ,+o NT 126' 19' + c + Qo / 19, + - I 5' RAD. N N \ Q w co h - \/ 4.5' RAD. 4.5' RAD. \ 10' RAD. LANDSCAPED PARKING a 133.6' ISLAND (TYP.) 24' 142 PARKING SPACES vti \ 24' W 5' RAD. '�'� y�� w � - \ 4.5' 5' RAD. U / 2' RAD. TYP. � O .� U' uaai (� _O 5' RAD. p 4' RAD. � - - � + + c� � 3 U - 4' RAD. + _ < <- \ z 0 O 0. LEFT TURN LANE-MIN. ROAD WIDENING / 50' + 11' +. 30' RAD. 0 + + o n (PER NCDOT DISCUSSION) + 5' r °� 19' o- r� 3 � UN o � I_ 8- �'•••. � > 4' RAD. z 1 8' � 45, 81' 19 'I 26 � 19 ' I Z LANDSCAPED PARKING O� v 19' x o M I 1 24' ----- 19, � � Q ,0 ��, 4.5' RAD. n I ISLAND(TYP.) CO �� \ 24' N�o� 4.5' RAD. ~ O= �CO 19' 3 ' RAD. MONRO INC. DBA MR. TIRE / `' ce Q �'� + + Fo ND 19• 108' CHARLES J. HENLEY PARCEL ID: 460265693 3 a� 4.5' RAD. C) LINE TBR ?n �2 / 36' 10• 4.5' RAD. _1 I �Z 1/2" IRO _ O \ PARCEL ID: 4602754769 DEED BOOK/PAGE: 2614/227 0 Q 30' R D. = 24' 10' 5' RAD. - + I O� - + `� 1 44 \ DEED BOOK/PAGE: 1655/831 O ZONING: B—G / ELDD `� } — RAISED SIDEWALK ROBBING I O _ 1 = 4 DROP-OFF SPACES 4.5 RAD. U � + 1' 'o .�'p ZONING: R-T CURRENT USE: COMMERCIAL / a �j 1- 24 I I �� (6"HEIGHT X.) O� 4.5' RAD. CURRENT USE: RESIDENTIAL `• � �' 32 10' RAD.cd 27 ASPHALT PAVING Q 5' RAD. / v w STOP SIGN 7' RAD. o� 36' 2 L CON ETE SIDEWALK(TYP.) 1o' Ndn I - - 4.5' RAD. (TYP.) � 3 ' RAD. O \ O 5/SET ON 51.5' 8' 8' 16'I 10' RAD. G 10 \ AA AA / L 1/2" IRON } �• +• V I 19 4, + I � lZ, / FOUND a . 133' TYP O a55 G0 0� N U W U RIGHT TURN DECELERATION LANE I NV� 55 (PER NCDOT DISCUSSION) +' _ _ 135' + E�R�\ \D��PPG� ENS\P\- C) / r G (n NE A609- MSGR� J o J �0 G I O• / 00 I 12.4' r \ 0�N\NG'• RUSE• R�5\0 r J J M M M ASPHALT H/C �� PAVING I 15" SIGNAGE m + N v N \ cURRENc \ 0 N N N 7 (TYP.) — 30, PICKLE BALL TA -� r Lc) O ^nj yy � 5 F ND 192' COURTS 7- d' � Q LIMITED 5' ' p 'a � m U) Ln Co 00 \ Go��� / Q m o z 0 0 0 �� =N v AccEss 15'SIDE YARp BUILDING S -?a z LLJ _O GATE FOUND _ SETBACK o \ r nPIPE /°NN 5' I"(BENT) �X�X I \ ?� ON'/" _j m = w /QO O s I N84' 38' 53"W 36'71111111110.5' oNN � 0, 0 U h, O 20' 10' U � k G� Al m x x �X� oHN N 6,Z / O �R. w X ooNATION 3 4 0 6 y /�� �� = PROPOSED FITNESS FACILITY BOX N8 ' 3"W z �_ 36" CPP / 0 z BUILDING ® V 5/8"OUND N o 155 x 172 - 39,105 S.F. o FDC v INU INV. = 791.0' � � W N e aR ' 2 STORY BUILDING - 30 HEIGHT MAX. 01 O 078R z I / R V / L4 1 00 — 8" I O 1 ~ PARKING 1 ARE LU Ui z j 6' TYP. II �I W I OWNER INFORMATION: z 36" CPR LU I �' 5/8" IRON 500 CASTLE,LLC HEADWALL o y SET P.O.BOX 29 \o J R< F DENVER, NC 28037 y GRINDER ——-- - CONTACT: JEFF PETTIT G W ��, o U J2 O o \ + PUMP w w (704)530-8533 6'SEWER LI 4E X TARO, LLC Q 7 W rR 3�Q �'� �^ 2"DOMES WIC WATEW LINE PARCEL ID: 4602750424 PARCEL INFORMATION: w + � DEED BOOK/PAGE. 21 17/94 0 W 6"FIRE SE \ b� ZONING: B-N / ELDD PARCEL ID#'s: 79969,79972,52748 y U RVICE CURRENT USE: COMMERCIAL PARCEL PIN#'s: 4602657505,4602659780,4602750600 WATERSHED DISTRICT: 14' Op wEI�L/ 30W RAD. UG P 5' x ADDRESS: N. NC 16 BUSINESS HWY.&N.PILOT KNOB ROAD PARTIALLY IN WS-IV/P WATER SUPPLY DISTRICT Z V w k DENVER,NC MAXIMUM IMPERIOUS AREA: 36%W/O CURB&GUTTER O 3 - Q (SEE LIMITS OF WATERSHED ON SITE PLAN) ' w � � r LINCOLN COUNTY V♦1' 15' IMPERVIOUS COVERAGE 17,701 S.F. W 0 � � � TOTAL ACREAGE: 3.568 AC. / 120'HAMMERHEAD DEED BOOK: 3137 DEED PAGE: 703 o =�' • • � TOTAL SITE IN WATERSHED 35,690 S.F. SU E . TURNAROUND /o IMPERVIOUS COVERAGE 49.6/0 0 • 2g' T ANSFOR o " " EXISTING ZONING: B-N USING SAND FILTER AS A HIGH DENSITY TREATMENT ND(MIN.) 48.1 PAD 9 5 PROPOSED ZONING: B-G(CZ)/ELDD C M NI ATI 15'SIDE YARD BUILDING SETBACK PICKLE BALL FOR WATERSHED DISTRICT COMPLIANCE 5/8" IRON Z L2 L1 SET � _ O PROPOSED USE: FITNESS FACILITY 24' COURTS W TOTAL IMPERVIOUS COVERAGE75%IMPERVIOUS 121' 30' MINIMUM SETBACKS(B-G): (MAX.( ) W 1-1/4" PIPE � 128' PROPOSED IMPERVIOUS AREA 103,499 S.F. FOUND FRONT YARD SETBACK 30'MIN. . TOTAL SITE AREA(3.568 AC.): 155,422 S.F. SIDE YARD SETBACK 15'MIN z\ / 5 %PROPOSED IMPERVIOUS 66.6% o �� 10' REAR YARD SETBACK 25'MIN. BUFFER/LANDSCAPING: W❑T / ❑1 A„ I U F x BUILDING/STRUCTURE TYPE: 20'CLASS"A"FRONT YARD BUFFER LIDO 3.4.6 oy / N84' 16' U 33"W PRE-ENGINEERED BUILDING W/UPGRADES Z 18 PARKING BUFFER DO 3.4.5 Q Z ,7' 1/2" IRON TO COMPLY WITH ALL UDO REQUIREMENTS FOUND IN THE B-G&ELDD DISTRICTS 10'CLASS"A"DISTRICT BUFFER UDO 3.4.5 '—^ _ F 20'CLASS"C"DISTRICT BUFFER LIDO 3.4.5 vJ W Ll MAX.50 X T � x� FOUNDATION PLANTINGS UDO 3.4.5 WA BUILDING COVERAGE:,000 S.F.COVERAGE '^ I ' ' M / ROAD YARD TREES UDO 3.4.7 u J LLI LLJ PROPOSED BUILDING S.F.COVERAGE: 26,855 S.F. SCREENING PLANTINGS LIDO 3.4.8 FIRST FLOOR S.F. 26,660 S.F. PARKING LOT LANDSCAPING UDO 3.4.10 y / VESTIBULE/ENTRANCE 195 S.F. O C� / EXISTING SECOND FLOOR MEZZANINE S.F. 12,250 S.F. al T BUILDING OFF-STREET PARKING: PLAN DESIGN INFORMATION: B-G ZONING AREA(FITNESS CENTER NOT LISTED) O NUMBER SPACES PER PLANNING/ZONING DIRECTOR SITE DEVELOPMENT: I ' ' z PROPOSED PARKING SPACES 142 SPACES J. DAVID LEDFORD,RLA Ii1 PROPOSED DROP-OFF SPACES 4 SPACES 2730 MAIDEN HIGHWAY POST CONSTRUCTION STORMWATER: LINCOLNTON,NC 28092 9s, Q z PARTIALLY WITHIN NC DEQ POST CONSTRUCTION CONTACT: DAVID LEDFORD,RLA ® WEST LAKE INVESTORS, INC. STORMWATER AREA (704) 530-7880 PARCEL ID: 4602657393 MAXIMUM IMPERVIOUS AREA:24%IMPERVIOUS DEED BOOK/PAGE: 1515/71 1 (SEE LIMITS OF WATERSHED ON SITE PLAN) SITE SURVEY: 30 0 30 60 90 ZONING: B-N / ELDD IMPERVIOUS COVERAGE 85,798 S.F. CES GROUP ENGINEERS, LLP DRAWING Knowwhars b@IOW. CURRENT USE: COMMERCIAL TOTAL SITE IN WATERSHED 119,732 S.F. 1411 GERVAIS STREET,SUITE 402 Call before you di %IMPERVIOUS COVERAGE 71.7% COLUMBIA,SC 29201 NUMBER: GRAPHIC SCALE: 1" - 3O' g• USING SAND FILTER AS A HIGH DENSITY TREATMENT CONTACT: KENT HUDSON,PLS FOR POST CONSTRUCTION STORMWATER COMPLIANCE (803)818-2442 si