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2023-02-15_-_22-056_-_Sandy_Paws_Vet_Clinic_-_TRC_Site_Plan_v1S S C/ O C/ O C/ O C/ O C/ O CA R O L I N A B E A C H R O A D U. S . H I G H W A Y N o . 4 2 1 16 0 ' P U B L I C R / W BEFORE YOU DIG! CALL 811 N.C. ONE-CALL CENTER IT'S THE LAW! UND E R G R O UND UTILITYPROTECTIO NA C TALLCONSTRUCTIONMUSTCONFOR M T O T H E N LEGEND EXISTING ADJOINER / SETBACK EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING OVERHEAD ELECTRIC S EXISTING SANITARY SEWER MANHOLE EXISTING UTILITY POLE EXISTING FENCE 25 FOOT DRAINAGE & UTILITY EASEMENT EXISTING CONTOUR PROPOSED CONTOUR - MAJOR PROPOSED CONTOUR - MINOR 18 PROPOSED SIDEWALK PROPOSED PAVEMENT EXISTING BUILDING EXISTING PAVEMENT EXISTING TREE TO REMAIN INFORMATION TABLE ENGINEERING: KENNERLY ENGINEERING & DESIGN, INC. 12133-F N NC HIGHWAY 150 WINSTON-SALEM, NC 27127 CONTACT: TIMOTHY KENNERLY, PE EMAIL: TIMOTHY.KENNERLY@KENNERLYENGINEERING.COM PHONE: 336.775.2118 / FAX: 336.764.0797 ARCHITECT: FULLER ARCHITECTURE, INC. 68 COURT SQUARE INC. MOCKSVILLE, NC 27028 JOHN FULLER EMAIL: JOHN@FULLERARCHITECTURE.COM PHONE: 336.751.0400 OWNER: MILTON T. SCHAFFER, III 4629 CAROLINA BEACH ROAD WILMINGTON, NC 28412 PH: 919.297.7399 EMAIL: TSCHAFFER@MWMREALESTATE.COM SURVEYOR: MILES O. McCALL III, PLS L-3518 P.O. BOX 12588 WILMINGTON, NC 28405 WWW.ATLANTICCOASTSURVEY.COM PHONE: 910.292.4889 PROF. LICENSE #: P-0822 16 16 15 14 13 16 17 17 1514 16 1 7 17 18 18 15 18 18 18 CURRENT SITE ADDRESS: SANDY PAWS VETERINARY CLINIC 4629 CAROLINA BEACH ROAD WILMINGTON, NORTH CAROLINA 28412 OWNER: SANDY PAWS VETERINARY CLINIC 4629 CAROLINA BEACH ROAD WILMINGTON, NORTH CAROLINA 28412 PROPOSED USE: ANIMAL HOSPITAL ZONING: B-2 PARCEL I.D.: R07000-004-004.000 PIN NO: 3125-90-8351 TOTAL SITE AREA: 1.71 AC. WATERSHED: CAPE FEAR, WS-III DRAINS TO RICHLAND CREEK MINIMUM LOT DIMENSIONS: SIZE:N/A LENGTH:100' WIDTH:80' MINIMUM SETBACKS: STREET : 15' SIDE : 10' REAR : 10' EXISTING BUILT UPON AREA (BUA): 2,431 SF 3.26% PROPOSED BUILT UPON AREA:10,527 SF 14.13% TOTAL SITE IMPERVIOUS:12,958 SF 17.40% REQUIRED PARKING: 3 SPACE / 1,000 SF = (2,431 SF / 1000) x 3 = 8 SPACES PROPOSED PARKING: 13 SPACES, INCLUDING 1 ADA SPACE 10 ' SE T B A C K 10' SETBACK 10 ' SE T B A C K PROPOSED PRIVACY FENCE MIN. 6' IN HEIGHT 3' 10 'PROP. DUMPSTER AREA 6'18'22' 22 ' 27'14' 6' R25 ' 3 SPACES @ 9' = 27' 6 S P A C E S @ 9' = 5 4 ' 3 S P A C E S @ 9' = 2 7 ' 5' 8' SID E W A L K SI D E W A L K 77.79'119.28' 11 2 . 9 7 ' 40.6' 9.89' 14 . 9 ' 5.38' 4' 10 ' R3' R 3 ' R10 ' R 2 5 ' R5' 46.59' 15' SETBACK 10' TYPE "B" PLANTER BUFFER ALONG PARCEL B PER NEW HANOVER COUNTY UDO. PLANTS TO BE DETERMINED BY NEW HANOVER COUNTY & CAPE FEAR PUBLIC UTILITY AUTHORITY 39.4' GENERAL SITE NOTES: 1.ALL DIMENSIONS ARE FROM EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 2.CONTRACTOR TO FIELD VERIFY EXISTING PROPERTY LINES & ELEVATIONS PRIOR TO START OF CONSTRUCTION. 3.CONTRACTOR TO VERIFY EXISTING WATER AND SEWER SIZES AND TAP LOCATIONS PRIOR TO CONSTRUCTION. 4.APPROVAL OF THIS SITE PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING. PERMISSION MUST BE OBTAINED FROM AFFECTED PROPERTY OWNERS. 5.ANY ENCROACHMENTS WITHIN THE NCDOT RIGHT-OF-WAY MUST HAVE AN APPROVED PERMIT, LOCATED ONSITE, PRIOR TO CONSTRUCTION. 6.ANY REQUIRED ACCESS / DRIVEWAY PERMITS MUST BE APPROVED PRIOR TO CONSTRUCTION. 7.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 8.ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A DEMOLITION PERMIT FROM BUILDING INSPECTIONS. 9.EXTERIOR EXIT DISCHARGE ILLUMINATION/LIGHTING SHALL BE REQUIRED FROM ALL EXIT DOORS TO THE PUBLIC WAY IN COMPLIANCE WITH NCBC 1006. 10.ALL CONSTRUCTION IS TO MEET CITY OF WILMINGTON / NCDEQ STANDARDS AS REQUIRED. 11.NO PLANTINGS OR OTHER OBJECTS SHALL BE WITHIN SIGHT TRIANGLES AT A HEIGHT BETWEEN 2.5' AND 10' (CANOPY) ABOVE THE FINISHED GRADE OF THE PROPOSED DRIVEWAY OR WITHIN ANY STREET INTERSECTION SIGHT TRIANGLE. 12.NO VEHICLES ACCESSING THIS SITE SHALL BACK TO OR FROM THE PUBLIC RIGHT OF WAY. 13.NO VEHICLES ACCESSING THIS SITE SHALL QUEUE IN THE PUBLIC RIGHT OF WAY. 14.MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED THROUGHOUT EXIT DISCHARGES IN ACCORDANCE WITH NCBC. 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 20 THIS PLAN DOES NOT PURPORT TO SHOW ALL EXISTING UTILITIES, LINES, APPURTENANCES, ETC., AND THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, PIPES, VALVES, ETC. AS SHOWN ARE IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES, LINE, PIPE, ETC. BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT FROM THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, PIPES AND VALVES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS WITH EXISTING AND PROPOSED FACILITIES TO DETERMINE IF AN ITEM WILL NEED TO BE RELOCATED. THE ENGINEER HAS MADE NO EXAMINATION TO DETERMINE WHETHER ANY HAZARDOUS OR TOXIC MATERIALS ARE PRESENT OR CONTAINED IN, UNDER OR ON THE SUBJECT PROPERTY OR ITS WATERS, OR IF ANY HAZARDOUS OR TOXIC MATERIALS HAVE CONTAMINATED THIS OR OTHER PROPERTIES OR ITS WATERS IN ANY WAY WHATSOEVER. NO SUBSURFACE EXAMINATION OF ANY TYPE HAS BEEN MADE BY THE ENGINEER, AND ACCORDINGLY, NO OPINION IS EXPRESSED OR INFERRED ON ALL SUCH MATTERS. FURTHER, NO OPINION IS RENDERED AS TO ANY VIOLATION OF ANY ENVIRONMENTAL LAWS OR REGULATIONS, EITHER FEDERAL, STATE, OR LOCAL RELATED TO THE INFORMATION SHOWN ON THIS PLAN AND THE ENGINEER IS IN NO WAY LIABLE FOR ANY VIOLATION OF SUCH ENVIRONMENTAL LAWS SHOULD SUCH EXIST. CHANGES MADE IN FIELD BY CONTRACTOR TO APPROVED CONSTRUCTION DOCUMENTS WITHOUT NOTIFICATION AND APPROVAL FROM ENGINEER OF RECORD IN WRITING PRIOR TO CONSTRUCTION OF FIELD CHANGE SHALL RELIEVE ENGINEER OF ANY LIABILITY FOR CONSTRUCTION ISSUES THAT MAY ARISE. FINAL DRAWING - FOR PERMITTING PURPOSES ONLY SITE VICINITY MAP NOT TO SCALE Ind e p e n d e n c e Blvd S 17th St Halyburton Park Mohica n Trail 4 6 2 7 C a r o l i n a B e a c h R d 132 Rd River Rd Co l l e g e 22-056 22-056 - TRC-Site Plan.dwg SITE PLAN TRC-1FEBRUARY 2023 DCS TSK NLK 1" = 20' DocuSign Envelope ID: 27F1958D-259A-4B98-B1D0-230918E876EE 2/15/2023