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Take 5 Oil Change - Wilmington NC Rev 2 STAMPED© 2023 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS MAR K E T S T W E N D O V E R L A N E MA R K E T S T M I D D L E S O U N D L O O P R O A D SITE 60' PUBLIC RIGHT-OF- W A Y Sheet Title: Sheet Number:Project Number: Date: Drawn By: Project Engineer: Project Manager: REVISIONS: DR A W I N G S A R E P R O P E R T Y O F B R I T T P E T E R S & A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D 1 2 3 4 5 D C B A SEALS 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com 02/28/2023 210620 TAH JAC MPM NO.DATE DESCRIPTION 0 11/12/2021 ISSUE FOR PERMIT 7250 MARKET STREET WILMINGTON, NC 28411 1 02/28/2023 REVIEW COMMENTS 2 04/05/2023 REVIEW COMMENTS COVER SHEET INDEX OF DRAWINGS C0.0 COVER SHEET -SURVEY C1.0 SITE NOTES C2.0 DEMOLITION PLAN C2.1 EROSION CONTROL PLAN C3.0 COMMERCIAL SITE PLAN C4.0 GRADING & DRAINAGE PLAN C5.0 UTILITY PLAN C5.1 SANITARY SEWER MAIN & PROFILE L1.0 TREE SURVEY L1.1 LANDSCAPE COMPLIANCE PLAN C6.0 SITE DETAILS C6.1 SITE DETAILS C6.2 SITE DETAILS C6.3 SITE DETAILS C6.4 SITE DETAILS C6.5 SITE DETAILS A-102 DUMPSTER SCREEN DETAILS PH-1 PHOTOMETRIC SITE PLAN P-2 PLUMBING PLANS COMMERCIAL SITE PLAN FOR THE DEVELOPER: DURBAN DEVELOPMENT 106 FOSTER AVENUE CHARLOTTE, NC 28203 704.319.8346 LOCATION MAP (NOT TO SCALE) CIVIL ENGINEER: BRITT, PETERS & ASSOCIATES, INC 101 FALLS PARK DRIVE SUITE 601 GREENVILLE, SC 29601 864.271.8869 SURVEYOR: PORT CITY LAND SURVEYING, PLLC 1144 SHIPYARD BOULEVARD WILMINGTON, NC 28412 910.791.0080 ARCHITECT: DESIGN TO BUILD 1920 FORT BRAGG ROAD FAYETTEVILLE, NC 28303 910.485.8567 C0.0 PNR SA B CSO NI TITA ATIE .C TEDER S S PROJECT NARRATIVE 1 1 John A. Connelly - Vice President 4/05/23 027240 04/05/23 U S H W Y 1 7 / M A R K E T S T R E E T WENDOVER LANE 46.345 EP, 46.207 EP, 46.071 EP, 45.711 EP,45.496 EP, 44.300 EP, 43.769 EP, 43.650 EP, 44.028 EP, 45.018 EP, 45.771 EP, 46.144 EP, 46.144 EP, 46.076 EP, 45.754EP, 45.579EP, 44.954EP, 44 . 8 8 5 EP , 44 . 9 7 7 EP , W 44 . 9 0 0 44 . 5 8 0 44.418 44.38744.553 43 . 8 0 0 43.564 43.430 43.264 43.144 42.825 42 . 0 7 4 41 . 6 4 8 27 PINE, 14 PINE, TWIN 12 OAKS, 10 8 7 MAPLE, 18 OAK, 36 OAK, 16 MAPLE, 18 OAK, 16 OAK,19 OAK, 18 MAPLE, 45.792 45 . 6 1 7 45 . 6 6 2 45.503 44 . 6 0 4 44 . 1 2 4 43 . 7 1 9 43 . 8 8 8 44 . 7 5 1 43 . 7 3 1 43.326 43 . 5 4 4 44.120 43 . 7 8 7 43 . 3 7 2 43.547 43.255 43.410 42.823 42 . 8 8 8 42 . 5 2 6 42 . 4 3 3 42 . 1 6 0 41 . 2 7 0 39 . 7 6 3 42 . 5 3 9 42 . 2 1 9 41 . 9 8 0 42 . 6 1 1 43 . 0 6 6 42 . 9 1 2 42 . 5 5 9 42 . 1 0 7 42.19942.59142.902 41 . 7 7 4 41 . 7 3 1 41 . 4 3 2 41 . 6 1 9 44.790 BC,44.576 BC,43.918 BC,43.361 BC,42.586 BC,41.850 BC, 43 . 7 5 4 43.461 43.197 43 . 2 4 0 43 . 0 6 8 43.02 42 . 0 2 0 37 5 44 . 8 0 9 SE W E R V A L V E 37 6 44 . 5 0 7 SE W E R V A L V E 37 7 44 . 3 5 0 GR E E N P I N F L A G 44.167 EP 44.521 EP 44.840 EP 43.553CL D 43.209 CL D 42.963 CL D 43 . 9 5 4 44 . 2 7 9 44 . 1 9 6 44 . 6 3 2 44 . 9 4 4 44 . 8 3 5 44 . 4 7 8 43 . 9 6 7 44 . 1 5 1 42 . 4 7 4 18 " R C P I N V 41 . 6 2 1 18 " R C P I N V 45 . 7 6 0 CL R D 45 . 5 5 6 CL R D 45 . 4 3 2 CL R D 45 . 1 9 9 CL R D 44 . 6 7 1 45 . 5 4 7 46 . 0 2 2 RIGHT OF WAY (R/W or ROW) EASEMENT CENTER LINE PROPERTY LINE PERMENANT UTILITY EASEMENTPUE LINE NOT SURVEYED NORTH AMERICAN DATUMNADN C G R I D N A D 8 3 LOCATION MAP NOT TO SCALE SURVEY REFERENCES: D.B. 2140, PG. 259, M.B. 21, PG. 52, D.B. 3177, PG. 364, M.B. 21, PG. 61, THE PREMISES SURVEYED IS WITHIN A NON-FLOOD HAZARD AREA ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR NEW HANOVER COUNTY (COMMUNITY PANEL No. 370168 3159 J, EFFECTIVE DATE APRIL 3, 2006). NOTES: 1. PARCEL ID: R04406-001-001-001. 2. ALL DISTANCES ARE HORIZONTAL GROUND IN FEET UNLESS OTHERWISE NOTED. 3. ZONING: B-2 (BUSINESS DISTRICT) 4. BOUNDARY AREA: 0.33 ACRES. 5. AREA COMPUTED BY COORDINATED METHOD. 6. PROPERTY IS SUBJECT TO ALL ZONING AND PLANNING REGULATIONS OF NEW HANOVER COUNTY, NC. 7. MINIMUM BUILDING SETBACKS: FRONT= 50' ALONG MAJOR HWYS, 35' ALONG ALL OTHER PUBLIC STREETS, SIDE STREET = SAME AS FRONT SETBACK SIDE INTERIOR = SEE SECTION 3.1.3.C. REAR= SEE SECTION 3.1.3.C. MAX. HEIGHT = 40' **, PROVIDED THE FAR DOES NOT EXCEED 1.0. 8. CONTOURS SHOWN HEREON IS FROM AN ACTUAL FIELD SURVEY. DATUM NAVD '88. 9. THE OWNERSHIP INFORMATION WAS OBTAINED FROM THE TAX RECORDS OF THE COUNTY REGISTRY. 10. PURPOSE OF THIS MAP IS TO DEPICT THE EXISTING TOPOGRAPHIC FEATURES OF THE SITE FOR FUTURE DEVELOPMENT. 11. METES AND BOUNDS OF THE SUBJECT PROPERTY HAS CHANGED DUE TO THE WIDENING OF MARKET STREET PER NCDOT PLANS AND DEEDS. LEGEND NEW HANOVER COUNTY, NORTH CAROLINA 28411 SCALE 1"= 10' DATE: AUGUST 2, 2021 7250 MARKET STREET, WILMINGTON MAP BOOK, PAGEMB, PG DEED BOOK, PAGEDB, PG OWNER OF RECORD: DENNIS G. STOKLEY and SHARON J STOKLEY 708 TREE SWALLOW CT. WILMINGTON, NC 28411 PORT CITY LAND SURVEYING, PLLC FIRM LICENSE No. P-1493 ALTA/NSPS LAND TITLE SURVEY DURBAN ACQUISTIONS, LLC HARNETT TOWNSHIP NORTH AMERICANNAVD W WATER METER BACK OF CURBBC WATER LINE UNDERGROUND CABLEUGCUGC 24.19'SPOT ELEVATION FOR I, STEVEN L. BUIE, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION - SEE TITLE REFERENCES); THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600). THIS_______ DAY OF ____________, 2021. PROFESSIONAL LAND SURVEYOR L - 3402. 2nd AUGUST OVERHEAD WIRE(S)OHW OHW EXISTING IRON PIPE NEW IRON PIPE SET EIP NIPS 1144 SHIPYARD BOULEVARD WILMINGTON, NORTH CAROLINA 28412 (910) 791-0080 SITE VERTICAL DATUM INVERTINV N PROJECT: 21-0320 CAD: SLB W W 1 R/W RADIUSR CHORDCH 0 10 20 30 MAP BOOK 21 PAGE 52 LOT 1, SECTION 2, OGDEN ON THE GREEN TO DURBAN GROUP, TOGETHER WITH ITS SUCCESSORS AND ASSIGNS, AND CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NUMBER 21-14203CH THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1,2,3,4,5,6b,7a,8,(no party walls on site),9,11,13,16,17,18 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON JULY 26th, 2021. DATE OF PLAT: AUGUST 2, 2021. PROFESSIONAL LAND SURVEYOR L - 3402. M.B. 2, PG. 78, M.B. 21, PG. 38, H.B. 3, PG 119-135, 60' PUBLIC RIGHT-OF-WAY PU B L I C R I G H T - O F - W A Y - W I D T H V A R I E S CAROLYN B PARRISH D.B. 3177, PG 364 ZONE: B-2 25 . 0 0 ' AC C E S S E A S E M E N T M. B . 2 1 , P G . 5 2 . CA R O L Y N B P A R R I S H D. B . 3 1 7 7 , P G 3 6 4 ZO N E : B - 2 R/ W BRIG H T L E A F R D WE N D O V E R L A N E MI D D L E S O U N D L O O P R D MAR K E T S T R E E T - U S B U S . 1 7 1-S-FRAME A-ATLANTIC LOCKSMITH #7250A 1-S-FRAME FERMENTAL BEER & WINE #7250BPORCH PO R C H WD. RAMPPAVERS PAVERS DE C K HV A C GRASSPRIME ID SIGN WELL GRAVEL PP OHW OHW ED G E O F P A V E M E N T ASPHALT GRAVEL PP RAMP PAVERS PAVERS GATE POR. STEPS ST E P S GRAVEL LANDSCAPED OHW OH W PA V E R S WD.WALK BR I C K W A L K ORDER WINDOW LS. TIMBER LS . T I M B E R LS . T I M B E R LANDSCAPELS 17 . 9 ' 73.1' 35' SETBACK ICE UNIT WD . F E N C E WOOD WALK W/PLANTERS FR E E Z E R POR. HVAC LS. TIMBER LS. TIMBERPAVERSST E P S BA R ST A G E LS . T I M B E R O H W FOFOFOFOFOFOFOTRAFFIC SIGNAL POLE FO TRAFFIC SIGNAL BOX FO FO FO FO FO FO FO FO UG C UG C UG C FIBER OPTICFOFO ED G E O F P A V E M E N T SEWER VALVES PA I N T E D S E W E R L I N E 18 " R C P INV. 41.62' INV. 42.47' EX . D I T C H FIRE HYDRANT WM EX. CURB EIP EIP BENCHMARK: MAG NAIL SET. ELEV. 45.32' DATUM: NAVD '88 BENCHMARK: MAG NAIL SET. ELEV. 41.90' DATUM: NAVD '88 NC D O T P R O J . U - 4 9 0 2 , H B 3 P G 1 1 9 - 1 3 5 R/W R/W R/ W FFE=46.53' FFE=46.34' BENCHMARK: NAIL SET IN PP ELEV. 46.85' DATUM: NAVD '88 FO FO UG C PU E A R E A 1 , D B 6 0 7 0 P G 5 2 0 TCE, DB 6070 PG 520 NIPS EIP RW . D I S C . PU E A R E A 2 DB 6 0 7 0 P G 5 2 0 14.69' 33 . 6 3 ' 17.09' 33 . 5 7 ' RIGHT-OF-WAY TAKING AREA, DB 6070 PG 520 26 . 9 3 ' 10.00' 48 . 8 2 ' 13.00' 5. 9 5 ' 1.73' 60.04' 48.73' RI G H T - O F - W A Y 62.0' 62.0' RW.DISC. RW.DISC. RW.DISC. 60 ' 179.94' TOTALS 49°50'32" E 80 . 1 8 ' S 3 6 ° 3 0 ' 4 4 " W 181.18' TOTALN 49°47'41" W CH = 7 9 . 9 6 ' N 3 7 ° 2 3 ' 1 5 " E EIP1.9 0 ' 25.45' 0.82' 50 ' S E T B A C K 28.4' 9. 1 ' R= 4 4 6 2 ' TEMPORARY CONSTRUCTION EASEMENTTCE 14425 Sq. Feet 0.33 Acres D.B. 1218, PG. 279 C/ L 24.12' 39 . 8 9 ' 24.02' 22 . 7 0 ' 53.69' 27 . 2 0 ' 38.95' 23 . 1 6 ' 14.42' 12 . 6 6 ' 7. 9 1 ' 24.04' 7. 8 5 ' W W W W W W W W W APPROX. W/L PER NCDOT R/W PLANS FO R C E M A I N P E R C F P U A SCHEDULE B, PART II EXCEPTIONS 1.NO COMMENT. 2.NO COMMENT. 3.SEE MAP. 4.ITEMS FROM MB 21 PG 38, MB 21 PG 52 INCLUDED IN THE MAP. 5.ITEMS FROM MB 21 PG 78 INCLUDED IN THE MAP. 6.ITEMS IN DB 1218 PG 279 (SUBJECT PROPERTY AND 50' ACCESS EASEMENT) 7.DB 5970 PG 2349 DOES NOT AFFECT SUBJECT PROPERTY. DB 6070 PG 520 COVENANCE OF ROW TO NCDOT AND EASEMENTS SHOWN ON THE MAP. 8.NO COMMENT 9.DB 6083 PG 322 IS FOR ADJOINING PROPERTY TO THE SOUTH AND DOES NOT AFFECT THE SUBJECT PROPERTY. 10.NO COMMENT. 11.NO COMMENT. 50 ' 50 ' A C C E S S E A S M E N T PE R D B 1 2 1 8 P A G E 2 7 9 NEW HANOVER COUNTY REGISTRY. ANGLE: STALL SIZE: AISLE DIMENSION: SPACES SHOWN: MIN. REQUIREMENT: TOTAL SPACES PROVIDED: 4 SPACES 90°60°0°ADA 9' X 18'9' X 18'8' X 22'8' X 18' 22' 3 1 3 SPACES -22'- PROVIDED PARKING: -0 ZONING REQUIREMENTS: SITE ZONING: B-2 REGIONAL BUSINESS DISTRICT FRONT RIGHT LEFT REAR BUILDING SETBACKS:25'25'0'0' PARKING REQUIREMENTS: 3 SPACES / 1,000 SF OF OFFICE/WAITING + 1 SPACE / BAY 186 SF / 1,000 * 3 + 2 BAYS / 1 3 SPACES REQUIRED ACCESSORY SETBACKS:5'5'5'5' LANDSCAPE SETBACKS:12.5'12.5'-- PARKING SETBACKS:8'-8'- Sheet Title: Sheet Number:Project Number: Date: Drawn By: Project Engineer: Project Manager: REVISIONS: DR A W I N G S A R E P R O P E R T Y O F B R I T T P E T E R S & A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D 1 2 3 4 5 D C B A SEALS 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com 02/28/2023 210620 TAH JAC MPM NO.DATE DESCRIPTION 0 11/12/2021 ISSUE FOR PERMIT 7250 MARKET STREET WILMINGTON, NC 28411 1 02/28/2023 REVIEW COMMENTS 2 04/05/2023 REVIEW COMMENTS DEMOLITION NOTES 1.THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2.VERIFY ALL DEMOLITION IN THE RIGHT OF WAY WITH THE APPROVED ENCROACHMENT PERMIT. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY DUMPING OR BURNING PERMITS. 4.ALL EXISTING TO REMAIN SHALL BE PROTECTED FROM DAMAGE. IN THE EVENT THAT EXISTING ITEMS TO REMAIN ARE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM AT NO COST TO THE OWNER. 5.THE CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN THE LIMITS OF DISTURBANCE AND NOT NOTED TO BE PROTECTED. REMOVE DEBRIS FROM SITE OR BURN IN ACCORDANCE WITH LOCAL LAWS. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ON THE PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS AND POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITY'S REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN THE BASE BID. 7.ALL DEPRESSIONS FORMED BY DEMOLITION SHALL BE FILLED. REFER TO THE GRADING NOTES FOR FURTHER SPECIFICATIONS FOR THE FILL REQUIREMENTS. 8.THE CONTRACTOR SHALL ADHERE TO CHAPTER 33 OF THE NORTH CAROLINA FIRE PREVENTION CODE - SAFTER DURING CONSTRUCTION & DEMOLITION ACTIVITIES. GRADING NOTES 1.EXISTING AND PROPOSED CONTOURS/ SPOT ELEVATIONS ARE FINISHED SURFACE ELEVATIONS. THE GRADING CONTRACTOR SHALL DEDUCT PAVEMENT AND TOP SOIL THICKNESS FOR SUBGRADE ELEVATIONS. REFER TO C6.0 FOR FURTHER DETAILS. 2.ANY TOPSOIL IN THE CONSTRUCTION AREA SHALL BE STRIPPED AND STOCKPILED. TOPSOIL SHALL BE REUSED ON SITE UNLESS APPROVED OTHERWISE. 3.A SOILS ENGINEER SHALL BE EMPLOYED BY THE OWNER TO DETERMINE THE SUITABILITY OR UNSUITABILITY OF SOILS DURING EARTHWORK OPERATIONS, CONDUCT TESTS AND MAKE RECOMMENDATIONS. 4.THE CONTRACTOR SHALL GRADE THE SITE TO THE LINES AND GRADES SHOWN AND SHALL PROOF-ROLL AND TEST COMPACTION ON ALL AREAS. 5.SOILS SHALL BE TESTED, PER THE GEOTECHNICAL REPORT, OR EVERY 5000 SF OR LESS PER LIFT FOR EMBANKMENT AND BUILDING PAD CONSTRUCTION. 6.FILL SOIL SHALL BE PLACED IN 8” LIFTS, LOOSE, AND COMPACTED TO 95% MODIFIED PROCTOR UNLESS NOTED OTHERWISE IN THE GEOTECHNICAL REPORT. 7.ALL EXCAVATION SHALL BE “CLASSIFIED EXCAVATION”. EXCAVATION SHALL BE “CLASSIFIED” AS “COMMON EXCAVATION” OR “ROCK EXCAVATION”. a.COMMON EXCAVATION IS REMOVING OF MATERIALS BY MEANS OF RIPPING AND DO NOT FALL IN THE CATEGORY OF ROCK EXCAVATION AS DEFINED ABOVE (INCLUDES BOULDERS, TYPICAL WEATHERED ROCK, ETC.). b.ROCK EXCAVATION IS CLASSIFIED AS: i.MASSIVE ROCK EXCAVATION - MATERIAL OF 1 CY OR MORE UNABLE TO BE EXCAVATED WITH A SINGLE TOOTH RIPPER DRAWN BY A CRAWLER TRACTOR HAVING A MINIMUM DRAW BAR RATED AT NOT LESS THAN 53,000 POUNDS (CATERPILLAR D-8 OR EQUIVALENT). ii.TRENCH EXCAVATION - MATERIAL OF ½ CY OR MORE WHICH CANNOT BE EXCAVATED WITH A POWER SHOVEL HAVING THE CAPACITY OF AT LEAST THAT OF A CATERPILLAR 225. 8.THE CLASSIFICATION OF SOILS INCLUDE: TOPSOIL, FILL MATERIAL, UNSUITABLE MATERIAL, AND ROCK EXCAVATION. THE CLASSIFICATION OF SOILS IS THE RESPONSIBILITY OF THE GEOTECHNICAL SOIL TESTING FIRM. 9.FILL MATERIAL (INCLUDING OFF SITE BORROW) SHALL BE FROM A SOURCE APPROVED BY THE SOIL TESTING COMPANY AND SHALL BE FREE OF ROOTS, ORGANICS AND BOULDERS LARGER THAN 3 INCHES. 10.ACCESSIBLE PARKING STALLS SHALL HAVE A MAXIMUM CROSS AND RUNNING SLOPE OF 2%. 11.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 12.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 13.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 14.AN AS-BUILT OF THE UNDERGROUND DETENTION SYSTEM, PRODUCED BY A NC REGISTERED LAND SURVEYOR, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND COMMENT. 15. ALL FILL AND WASTE SOIL MUST BE TO OR FROM A PERMITTED SITE. SITE NOTES 1.EXISTING SITE CONDITIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPORT ANY DIFFERENCES FROM THE PLAN THAT WILL AFFECT CONSTRUCTION IN WRITING TO THE ENGINEER AND AWAIT FURTHER INSTRUCTIONS. 2.BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND SPECIFICATIONS AND THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER WHO PREPARED THE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE MODIFICATIONS TO THESE PLANS OR OF ANY FIELD CONFLICTS. 3.ALL WORK IN THE RIGHT OF WAY SHALL BE VERIFIED WITH THE APPROVED ENCROACHMENT PERMIT PRIOR TO COMMENCING WORK. 4.ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED PRIOR TO CONSTRUCTION. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY AND LOCAL CODES. 5.ALL DIMENSIONS SHOWN ON THE DRAWINGS ARE MEASURED FROM OUTSIDE FACE OF BUILDING WALL, FACE OF CURB LINE, OR PROPERTY LINE UNLESS OTHERWISE NOTED. CURB AND GUTTER IS SHOWN AS THREE (3) LINES (OUTSIDE EDGE OF GUTTER, FACE OF CURB, AND BACK OF CURB). 6.R DENOTES FACE OF CURB OR EDGE OF PAVEMENT RADIUS. ALL RADII ARE 5 FEET UNLESS NOTED OTHERWISE. 7.AN ELECTRONIC FILE OF THE SITE PLAN SHALL BE MADE AVAILABLE FOR STAKING PURPOSES. 8.ALL REFERENCE TO STATE STANDARDS AND SPECIFICATIONS ARE MADE FROM THE NORTH CAROLINA HIGHWAY DEPARTMENT'S STANDARD SPECIFICATION, LATEST EDITION. 9.IF ANY CONFLICTS BETWEEN THE NOTES, DETAILS, SPECIFICATIONS, AND DRAWINGS OCCUR THEN BY RULE THE STRICTER SHALL GOVERN. 10.THE CONTRACTOR SHALL MAINTAIN AN “AS BUILT” SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT. 11.“STOP” SIGNS, AND OTHER TRAFFIC REGULATION SIGNAGE, SHALL MEET THE CRITERIA OF THE MUTCD AND STATE DEPARTMENT OF TRANSPORTATION STANDARDS. 12.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND OSHA STANDARDS. 13.THE CONTRACTOR IS EXCLUSIVELY RESPONSIBLE FOR THE CONDITION OF THE SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THROUGHOUT THE TERM OF THE PROJECT CONSTRUCTION. 14.THE ENGINEER'S REVIEW OF THE CONTRACTOR'S WORK PRODUCT AND PERFORMANCE WILL NOT INCLUDE REVIEW OF THE CONTRACTOR'S SAFETY PROGRAMS. SUCH REVIEWS ARE TO BE BY OSHA INSPECTORS AND THE OWNER'S REPRESENTATIVE. 15.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL NECESSARY TRAFFIC CONTROL DEVICES DURING CONSTRUCTION. UNDER NO CIRCUMSTANCES SHALL EQUIPMENT BE LOADED OR OFF-LOADED ON AN OPEN ROADWAY. IF SUCH ACTIVITY IS REQUIRED THE CONTRACTOR SHALL COORDINATE SHUTTING DOWN THE ROAD WITH THE APPROPRIATE DOT AND UTILIZE APPROPRIATE TRAFFIC CONTROL WARNING DEVICES. 16.THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. ACCESS SHALL BE LIMITED UNTIL PERMISSION IS GRANTED. 17.THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE “CONSTRUCTION LIMITS” BROOM CLEAN AT ALL TIMES AND REMOVE ALL TRASH AND DEBRIS FROM THE SITE. 18.THE CONTRACTOR SHALL ADHERE TO GUIDELINES OF APPENDIX J OF THE NC FIRE PREVENTION CODE - BUILDING INFORMATION SIGNAGE. UTILITY NOTES GENERAL: 1.ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTOR 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 3.TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE 6”FINISHED GROUND ELEVATIONS. 4.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRE BY CODES AND/OR UTILITY SERVICE COMPANIES. WATER: 1.PVC DENOTES POLYVINYL CHLORIDE PIPE. PVC SHALL COMPLY WITH ASTM D 2241, RATED SDR 21 (CLASS 150). PIPE JOINTS SHALL BE INTEGRALLY MOLDED BELL ASTM D 3139, WITH FACTORY SUPPLIED ELASTOMERIC GASKETS AND LUBRICANT. 2.CP DENOTES COPPER PIPE. CP SHALL BE TYPE "K" SOFT COPPER TO COMPLY WITH ASTM B 88 LATEST EDITION AND INSTALLED WITH WROUGHT COPPER (95-5 TIN ANTIMONY SOLDER JOINT) FITTINGS IN ACCORDANCE WITH ASME B16.22. 3.ALL WATER LINES SHALL HAVE A MINIMUM COVER OF THREE (3) FEET, UNLESS NOTED OTHERWISE. 4.WHERE POTABLE WATER LINES AND SANITARY SEWER LINES CROSS WITH LESS THAN 18” OF VERTICAL CLEARANCE OR WHERE THE SEWER LINE IS ABOVE THE WATER LINE, THE SEWER LINE SHALL BE PRESSURE RATED PVC PIPE, MEETING THE AWWA C900-DR18 OR C905-DR18 WITH A MINIMUM VERTICAL CLEARANCE OF 12” SPECIFICATION FOR A MINIMUM LENGTH OF 20 FEET, CENTERED ON THE POINT OF CROSSING. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET (EDGE TO EDGE) BETWEEN POTABLE WATER LINES AND SEWER LINES SHALL BE MAINTAINED WHEN AT ALL POSSIBLE. WHEN THE 10 FOOT HORIZONTAL SEPARATION CANNOT BE MAINTAINED THE WATER LINE SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF AT LEAST 12” ABOVE THE SEWER LINE. ALTERNATIVELY, THE SEWER LINE SHALL BE ENCLOSED IN A WATER TIGHT CARRIER PIPE, OR PRESSURE RATED PBC PIPE (MEETING AWWA C-900 OR C905 SPECIFICATION) AND PRESSURE TESTED. 5.CONNECT TO EXISTING MUNICIPAL WATER SYSTEM IN COMPLIANCE WITH THE UTILITY REQUIREMENTS FOR NEW SERVICE CONNECTIONS. 6.THRUST BLOCKS OR MECHANICAL JOINT RESTRAINTS SHALL BE USED AT ALL BENDS AND TEES. 7.ALL DOMESTIC WATER LINES SHALL BE DISINFECTED PER AWWA REQUIREMENTS OR STATE REQUIREMENTS, WHICHEVER IS MORE STRINGENT. 8.REFER TO LANDSCAPE IRRIGATION PLAN FOR IRRIGATION REQUIREMENTS. 9.WATER INSTALLATION SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL REQUIREMENTS. SANITARY SEWER: 1.GRAVITY PVC PIPES SHALL BE SDR 35 AND COMPLY WITH ASTM D3034 SPECIFICATIONS. PIPE JOINTS SHALL BE INTEGRALLY MOLDED BELL ASTM D 3139, WITH FACTORY SUPPLIED ELASTOMERIC GASKETS AND LUBRICANT. PVC DENOTES POLYVINYL CHLORIDE PIPE. 2.ALL PIPES, FITTINGS AND ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C 12, ASTM C 14, MANUFACTURER'S PUBLISHED INSTRUCTIONS AND STATE OR LOCAL REQUIREMENTS. JOINTS SHALL BE WATER TIGHT. 3.ALL PIPE SHALL HAVE A MINIMUM COVER OF THREE (3) FEET. 4.CONNECT TO EXISTING SANITARY SEWER LATERAL IN COMPLIANCE WITH CITY AND/OR SEWER DISTRICT REGULATIONS. 5.SANITARY SEWER CLEAN OUTS SHALL BE SPACED A MAXIMUM OF 50' ON CENTER AND AT ALL BENDS GREATER THAN 45 DEGREES. REFER TO DETAIL SHEETS. 6.ALL 90 DEGREE TURNS SHALL BE ACCOMPLISHED BY 45 DEGREE ELBOWS. 7.SEWER INSTALLATION AND TESTING SHALL CONFORM TO MUNICIPALITY/GOVERNING AGENCY STANDARDS. 8.CORE AND BOOT EXISTING MANHOLES 2 FEET OR LESS FROM BOTTOM. STORM SEWER: 1.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATER TIGHT. 2.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. JUNCTION BOXES, IN UNPAVED AREAS SHALL BE 6” ABOVE FINISH GRADE. LIDS SHALL BE LABELED “STORM SEWER” AND/OR “NO DUMPING, DRAINS TO THE RIVER” OR ENVIRONMENTAL MESSAGE AS REQUIRED BY LOCAL JURISDICTION. 3.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL NPDES PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 4.REINFORCED CONCRETE PIPE (RCP) SHALL CONFORM TO ASTM C76, LATEST EDITION. RCP WITH COVER LESS THAN 15' AND GREATER THAN 2' SHALL BE CLASS III BELL AND SPIGOT TYPE AND INSTALLED WITH FLEXIBLE PLASTIC (BITUMEN) GASKETS AT ALL JOINTS, UNLESS OTHERWISE NOTED. ALL OTHER DEPTHS OF COVER SHALL BE CLASS IV OR V AS NOTED. GASKETS SHALL COMPLY WITH AASHTO M-198 751, TYPE B, AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. 5.ALL CORRUGATED PLASTIC PIPE (HDPE) SHALL MEET THE REQUIREMENTS OF AASHTO M-294, TYPE S, SHALL BE SMOOTH INTERIOR WITH ANNULAR CORRUGATED EXTERIOR. HI-Q SURE-LOCK 10.8 PIPE, ADS, N-12, OR APPROVED EQUAL. ALL JOINTS SHALL BE BELL AND SPIGOT AND SHALL MEET THE REQUIREMENTS OF AASHTO M-294 SHALL BE WATERTIGHT, MEETING THE REQUIREMENTS OF ASTM D 3212. THE GASKETS SHALL BE MADE OF POLYISOPRENE MEETING THE REQUIREMENTS OF ASTM F 477. INSTALLATION SHALL CONFORM TO AASHTO M-294, ASTM D 2321, AND MANUFACTURER'S INSTALLATION PROCEDURES. THE MAXIMUM COVER ALLOWED OVER THE TOP OF CPP IS 15'. 6.ROOF DRAINS SHALL BE 8"Ø SCHEDULE 80 PVC. 7.STRUCTURES SHALL BE PRECAST OR CONCRETE BRICKS WITH CLASS M MORTAR. THE MAXIMUM HEIGHT OF UNREINFORCED MASONRY ALLOWED IS 8' WITHOUT A PROFESSIONAL ENGINEER'S DESIGN. STEPS ARE TO BE PROVIDED IN ALL STRUCTURES GREATER THAN 42” IN DEPTH. 8.STRUCTURE DIMENSION SHALL BE AT A MINIMUM: 15" PIPE: 2'X3' 9.FRAME AND GRATE SPECIFICATIONS ARE AS FOLLOWS: CURB INLET (CI): TINDALL CAST IRON HOODED FRAME AND GRATE I23-CG0 OR APPROVED ALTERNATE. GRATE INLET (GI): TINDALL CAST IRON GRATE I23-F OR APPROVED ALTERNATE. LANDSCAPE NOTES 1.PLANT GUARANTEE: ALL PLANTS HALL BE GUARANTEED TO LIVE FOR TWELVE MONTHS. THE GUARANTEE SHALL COMMENCE UPON FINAL ACCEPTANCE OF THE PROJECT. IF ANY PLANTS ARE DEAD OR IN AN UNHEALTHY CONDITION BEFORE FINAL ACCEPTANCE, THE LANDSCAPE CONTRACTOR SHALL REPLACE DEAD OR DYING PLANT MATERIAL AT HIS EXPENSE. THIS REPLACEMENT SHALL NOT BE CONSIDERED A GUARANTEED REPLACEMENT. 2.ALL PLANTING SHALL BE PLACED WITHIN A MULCHED PLANTING BED. 3.ALL STRAPPING AND THE TOP 2/3 OF WIRE BASKETS MUST BE CUT AWAY AND REMOVED FROM ROOT BALLS PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL. 4.ALL AREAS NOT MULCHED SHALL BE SEEDED OR SODDED IN ACCORDANCE WITH THE AREA SPECIFIED ON PLANS WITH GRASS SPECIES RECOMMENDED FOR REGION AS PRESCRIBED IN THE SEEDING SCHEDULE AS SHOWN ON THIS SHEET. 5.SITE LIGHTING SHALL NOT BE PLACED IN CONFLICT WITH PLANTED TREES. 6.MULCH ALL AREAS THAT ARE NOT SEEDED OR SODDED WITH SHREDDED HARDWOOD MULCH OR APPROVED EQUAL AS SPECIFIED TO A DEPTH OF 3”” 7.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES. DRAWINGS SHALL RULE OVER PLANT LISTS. 8.SUBSTITUTIONS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. SUBSTITUTIONS MAY REQUIRE ADDITIONAL APPROVAL BY THE GOVERNING JURISDICTION. 9.ALL LANDSCAPING SOIL AND FILL SHALL BE FREE FROM WEEDS, REFUSE AND DEBRIS AT ALL TIMES. 10.TREES AND LARGE SHRUBS SHALL BE ADEQUATELY SUPPORTED, AS NECESSARY, USING STAKES AND GUYS. SUCH SUPPORTS SHALL BE DESIGNED SO AS TO PROTECT TREES AND SHRUBS FROM INJURY. TREES AND SHRUBS SHALL BE FASTENED TOT THE SUPPORT WITH AN ACCEPTABLE COMMERCIAL TREE TIE OF PLASTIC OR HOSE COVERED WIRE. GRASSING SPECIFICATION TEMPORARY VEGETATION APRIL 1 TO AUGUST 31 SEED: 50 LBS/ACRE BROWNTOP MILLET AUGUST 1 - APRIL 30 SEED: 110 LBS/ACRE RYE GRAIN SEPTEMBER 1 - APRIL 30 SEED: 15 LBS/ACRE RYE GRAIN - GC FERTILIZATION: 700 LBS/ACRE 10-10-10 EQUIVALENT (POOR SOILS ONLY) LIME: NOT REQUIRED MULCH: HYDRO-MULCH OR STRAW (OPTIONAL) 1.HYDROSEED ALL SLOPES AND SEED REMAINING AREAS BY CONVENTIONAL METHODS FOR COST EFFECTIVENESS. 2.SEED BED PREPARATION: STANDARD (RIPPING, DISCING, DRAGGING, ETC.) PERMANENT VEGETATION APRIL 1 - JULY 31 SEED: 50 LBS/ACRE COMMON BERMUDAGRASS (HULLED) - GC AUGUST 1 - MARCH 31 SEED: 15 LBS/ACRE COMMON BERMUDAGRASS (UNHULLED) - GC SEPTEMBER 1 - APRIL 30 SEED: 50 LBS/ACRE TALL FESCUE (KY 31) APRIL 1 - AUGUST 31 SEED: 10 LBS/ACRE BROWNTOP MILLET 1.GRASS SHALL BE PROVIDED FOR ALL DISTURBED AREAS. 2. FERTILIZER SHALL BE COMMERCIAL TYPE 17-17-17 APPLIED AT A MINIMUM RATE OF 1000 LBS/ACRE. 3. LIME SHALL BE AGRICULTURAL GRADE GROUND LIMESTONE, CONTAINING AT LEAST 34% MAGNESIUM CARBONATE APPLIED AT A MINIMUM RATE OF 2000 LBS/ACRE. 4.SEED SHALL BE A MINIMUM 90% PURITY AND 80% GERMINATION. 5.AREAS TO HAVE GRASS APPLIED SHALL BE SCARIFIED CULTIVATED TO A DEPTH OF 3 INCHES, WITH ALL CLODS OR CLUMPS BROKEN UP AND FOREIGN MATERIAL AND DEBRIS REMOVED. 6. FERTILIZER AND LIME SHALL BE THOROUGHLY WORKED INTO THE SOIL AND THE SURFACE RAKED SMOOTH BEFORE APPLYING SEED. 7. SEEDED AREA SHALL BE DRESSED SMOOTH, AND THEN MULCH (STRAW) SHALL BE APPLIED MECHANICALLY AT 4000 LBS/ACRE. AREAS SHALL BE SPRAYED WITH EMULSION TO BIND SEED AND PREVENT EROSION IMMEDIATELY AFTER SEEDING. SITE DATA 1.TMS # R04406 - 001 - 001 - 001 2.PROPERTY SIZE: 0.33 ACRES 3.TOTAL DISTURBED AREA: 0.5 ACRES 4.THE SITE IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE PER F.I.R.M. COMMUNITY PANEL NUMBER 3720315900J WITH AN EFFECTIVE DATE 04/03/2006. 5.EXISTING INFORMATION WAS OBTAINED FROM A TOPOGRAPHIC SURVEY DATED 08/02/2021 AND PREPARED BY: PORT CITY LAND SURVEYING, PLLC 1144 SHIPYARD BOULEVARD WILMINGTON, NC 28412 910.791.0080 6.THE BUILDING FOOTPRINT WAS OBTAINED FROM AN ARCHITECTURAL FLOOR PLAN DATED 05/19/2021. PAVEMENT NOTES 1.ALL PAVING WORK (MATERIALS AND CONSTRUCTION) SHALL COMPLY WITH NC DOT STANDARDS AND SPECIFICATIONS FOR HOT-MIXED ASPHALT PAVEMENT AND PORTLAND CEMENT CONCRETE PAVEMENT. (REFER TO C6.0 FOR PAVEMENT SECTION DETAILS FOR DEPTHS OF LAYERS). 2.ALL PAVEMENT SHALL BE INSTALLED ON A FINISHED AND WELL-DRAINED SUBGRADE COMPACTED AS SPECIFIED IN PREVIOUS NOTES. 3.BASE COURSE MATERIAL FOR ASPHALT PAVEMENT SHALL BE STONE AGGREGATE BASE COURSE (ABC) AND COMPACTED TO 95% STANDARD PROCTOR. 4.CONCRETE PAVEMENT SHALL CONSIST OF 4,000 PSI CONCRETE AND A BASE COURSE WITH STONE AGGREGATE BASE COURSE COMPACTED TO 95% MODIFIED PROCTOR. CONCRETE SHALL BE BROOM FINISHED AND JOINTED AS REQUIRED. 5.CONCRETE CURB AND GUTTER SHALL BE 18”WIDE WITH STANDARD CURB CONSTRUCTED WITH 3,000 PSI CONCRETE WITH EXPANSION JOINTS AND CONTRACTION JOINTS INSTALLED TO COMPLY WITH STATE DOT STANDARD SPECIFICATION FOR MATERIALS AND CONSTRUCTION OF CURB AND GUTTER. 6.CONCRETE SIDEWALK SHALL CONSIST OF 3,000 PSI CONCRETE OVER COMPACTED SUBGRADE. CONCRETE SHALL BE BROOM FINISHED AND JOINTED AS REQUIRED. 7.ALL PARKING LOT STRIPING SHALL BE PER STATE DOT SPECIFICATIONS WITH TWO (2) COATS OF PAINT APPLIED. PARKING LOT STRIPING, STOP BARS AND DIRECTIONAL ARROWS SHALL BE REFLECTIVE WHITE PAINT. CONSTRUCTION SEQUENCE: 1.SCHEDULE AND ATTEND A PRE-CONSTRUCTION MEETING, IF REQUIRED. 2.DETERMINE AND MARK LIMITS OF DISTURBANCE. 3.CLEAR AREA AS REQUIRED TO INSTALL INITIAL EROSION CONTROL MEASURES (PERIMETER SILT FENCE AND CONSTRUCTION ENTRANCE). 4.INSTALL INITIAL EROSION CONTROL MEASURES (PERIMETER SILT FENCE AND CONSTRUCTION ENTRANCE). 5.CLEAR REMAINING LIMITS OF DISTURBANCE. 6.STORE TOPSOIL ON SITE WITH A SINGLE ROW OF SILT FENCE IMMEDIATELY DOWNSTREAM. 7.BEGIN MASS GRADING AND UTILITY INSTALLATION. 8.INSTALL INLET PROTECTION AS INLETS ARE CONSTRUCTED. 9.CONSTRUCT BUILDINGS AND PAVEMENT. 10.PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT THE FINAL GRADE AND IN SEASON. FERTILIZE, WATER, AND RESEED AS REQUIRED TO ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS 11.AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED: 11.1.REMOVE ALL ACCUMULATED SEDIMENT FROM SEDIMENT TRAPPING MEASURES AND SPREAD EVENLY ACROSS THE SITE. 11.2.REMOVE TEMPORARY EROSION CONTROL MEASURES (SILT FENCE), SMOOTH AREA AND APPLY APPROPRIATE GRASS. NOTES: 1.DISTURBED AREAS AND EROSION CONTROL MEASURES WILL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. 2.INSPECTIONS TO BE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT PRODUCES 1/2" OR MORE PRECIPITATION. SITE NOTES C1.0 SECTION 1: GROUND STABILIZATION* REQUIRED GROUND STABILIZATION TIMEFRAMES *EXTENSIONS OF TIME MAY BE APPROVIED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE. (SECTION II.B(2)(b)) SITE AREA DESCRIPTION TIMEFRAME VARIATIONS -7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND HQW ZONES -10 DAYS FOR FALLS LAKE WATERSHED UNLESS THERE IS ZERO SLOPE STABILIZE WITHIN THIS MANY CALENDAR DAYS AFTER CEASING LAND DISTURBANCE 7 7 7 14 NONE NONE PERIMETER DIKES, SWALES, DITCHES, AND PERIMETER SLOPES HIGH QUALITY WATER (HQW) ZONES SLOPES STEEPER THAN 3:1 IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED SLOPES 3:1 TO 4:1 AREAS WITH SLOPES FLATTER THAN 4:1 14 -7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH AND WITH SLOPES STEEPER THAN 4:1 -7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND HQW ZONES -10 DAYS FOR FALLS LAKE WATERSHED SECTION 2: BUILDING WASTES HANDLING NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. EARTHEN-MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. CONCRETE MATERIALS UST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS, OR BUFFERS SECTION 4: INSPECTIONS SAME WEEKLY INSPECTION REQUIREMENTS SAME RAIN GAUGE & INSPECTIONS AFTER 0.5" RAIN EVENT INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS" INSPECTION REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS UNLESS A SITE-SPECIFIC EXEMPTION IS APPROVED RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST. ELECTRONICALLY-AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS. SECTION 6: CONDITIONS IN EROSION & SEDIMENTATION CONTROL PLANS DESIGNATION ON THE PLANS WHERE THE 21 DAY GROUND STABILIZATION REQUIREMENTS OF THE NPDES PERMIT APPLY DESIGNATION ON THE PLANS WHERE BASINS THAT COMPLY WITH THE SURFACE-WITHDRAWAL REQUIREMENTS OF THE NPDES PERMIT ARE LOCATED. SECTION 7: BUILDING WASTES HANDLING NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. EARTHEN-MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. CONCRETE MATERIALS UST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS, OR BUFFERS 1 1 2 04/05/23 10 8 46.345 EP, 10 9 46.207 EP, 11 0 46.071 EP, 11 1 45.711 EP,11 2 45.496 EP, 11 3 44.300 EP,11 4 43.769 EP, 11 5 43.650 EP, 11 6 44.028 EP,11 7 45.018 EP, 11 8 45.771 EP, 11 9 46.144 EP, 12 0 46.144 EP, 12 1 46.076 EP, 12 2 45.754EP, 12 3 45.579EP, 12 4 44.954EP, 12 5 44 . 8 8 5 EP , 12 6 44 . 9 7 7 EP , 12 7 44 . 6 8 5 WM , 14 5 0. 0 0 0 SI G N , 14 6 0. 0 0 0 SI G N , 17 PINE, TWIN 12 OAKS, 36 OAK, 16 MAPLE, 18 OAK, 16 OAK,19 OAK, 18 MAPLE, 44.790 BC,44.576 BC,43.918 BC,43.361 BC,42.586 BC,41.850 BC, R/W CAROLYN B PARRISH D.B. 3177, PG 364 ZONE: B-2 25 ' AC C E S S E A S E M E N T M. B . 2 1 , P G . 5 2 . CAROLYN B PARRISH D.B. 3177, PG 364 ZONE: B-2 R/ W 1-S-FRAME A-ATLANTIC LOCKSMITH #7250A 1-S-FRAME FERMENTAL BEER & WINE #7250BPORCH PO R C H WD. RAMPPAVERS PAVERS DE C K HV A C GRASSPRIME ID SIGN WELL GRAVEL PP ED G E O F P A V E M E N T ASPHALT GRAVEL PP RAMP PAVERS PAVERS GATE POR. STEPS ST E P S GRAVEL LANDSCAPED PA V E R S WD.WALK BR I C K W A L K ORDER WINDOW LS. TIMBER LS . T I M B E R LS . T I M B E R ICE UNIT WD . F E N C E WOOD WALK W/PLANTERS FR E E Z E R POR. HVAC LS. TIMBER LS. TIMBERPAVERS STEPS BA R ST A G E LS . T I M B E R TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOX FIRE HYDRANT WM EX. CURB EIP EIP BENCHMARK: MAG NAIL SET. ELEV. 45.32' DATUM: NAVD '88 BENCHMARK: MAG NAIL SET. ELEV. 41.90' DATUM: NAVD '88 R/W R/W R/ W FFE=46.53' FFE=46.34' BENCHMARK: NAIL SET IN PP ELEV. 46.85' DATUM: NAVD '88 PU E A R E A 1 , D B 6 0 7 0 P G 5 2 0 TCE, DB 6070 PG 520 17SIP NIPS EIP RW . D I S C . PU E A R E A 2 DB 6 0 7 0 P G 5 2 0 RW.DISC. RW.DISC. RW.DISC. 179.94' TOTALS 49°50'32" E 80 . 1 8 ' S 3 6 ° 3 0 ' 4 4 " W 181.18' TOTALN 49°47'41" W CH=79.96' N 37°23'15" E EIP R=4462' APPROX. W/L PER NCDOT R/W PLANS 50' ACCESS EASMENT PER DB 1218 PAGE 279 WENDOVER LANE 60' PUBLIC RIGHT-OF-WAY US H W Y 1 7 / M A R K E T S T R E E T VA R I A B L E R I G H T - O F - W A Y NC D O T P R O J E C T U - 4 9 0 2 , H B 3 P G 1 1 9 - 1 3 5 16 OAK 11 OAK 11 PINE, PNR SA B CSO NI TITA ATI E .C TEDER S S Sheet Title: Sheet Number:Project Number: Date: Drawn By: Project Engineer: Project Manager: REVISIONS: DR A W I N G S A R E P R O P E R T Y O F B R I T T P E T E R S & A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D 1 2 3 4 5 D C B A SEALS 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com 02/28/2023 210620 TAH JAC MPM NO.DATE DESCRIPTION 0 11/12/2021 ISSUE FOR PERMIT 7250 MARKET STREET WILMINGTON, NC 28411 1 02/28/2023 REVIEW COMMENTS 2 04/05/2023 REVIEW COMMENTS SCALE : 1 INCH = 10 FT 10'0 5'10'20'30' ***CAUTION*** ALL EXISTING UTILITIES SHOWN ARE THE BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, AND MAKE ALL NECESSARY ARRANGEMENTS WITH PRIVATE AND PUBLIC UTILITY COMPANIES TO AVOID ANY POSSIBLE DAMAGE TO OR INTERRUPTION OF UTILITY EQUIPMENT OR SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INQUIRIES CONCERNING LOCATION OF UTILITY LINES. REPAIR OF ANY DAMAGE TO UTILITY LINES AND EQUIPMENT DUE TO THIS WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. LEGEND DENOTES EXISTING ITEM TO BE REMOVED DENOTES EXISTING ITEM TO REMAIN Know what's below. before you dig.Call R REFER TO SHEET C1.0 (SITE NOTES) FOR NOTES AND SPECIFICATIONS. KEYNOTES: REMOVE EXISTING STRUCTURE COORDINATE UTILITY POLE RELOCATION WITH UTILITY PROVIDER REMOVE EXISTING TIMBER RETAINING WALL REMOVE EXISTING SITE IDENTIFICATION SIGN REMOVE EXISTING TREE AS SHOWN CLEAR REMAINING VEGETATION WITHIN THE LIMITS OF DISTURBANCE. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING SEPTIC SYSTEM. PUMP OUT EXISTING SEPTIC SYSTEM, CRUSH, FILL, AND ABANDON. LOCATE AND PROTECT EXISTING PRIVATE WELL FROM PROPOSED CONSTRUCTION. EXISTING PRIVATE WELL TO BE ABANDONED. REFER TO WELL ABANDONMENT PERMIT 1 2 3 4 DENOTES PAVEMENT TO BE REMOVED DEMOLITION PLAN C2.0 5 6 DENOTES GRAVEL TO BE REMOVED 1 1 1 1 1 1 1 2 3 3 3 4 7 8 7 8 1 1 1 5 5 5 04/05/23 14 5 0. 0 0 0 SI G N , 14 6 0. 0 0 0 SI G N , 17 PINE, TWIN 12 OAKS, 36 OAK, 16 MAPLE, 18 OAK, 16 OAK,19 OAK, R/W CAROLYN B PARRISH D.B. 3177, PG 364 ZONE: B-2 25 ' AC C E S S E A S E M E N T M. B . 2 1 , P G . 5 2 . CAROLYN B PARRISH D.B. 3177, PG 364 ZONE: B-2 R/ W PP ED G E O F P A V E M E N T TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOX FIRE HYDRANT WM EX. CURB R/W R/W R/ W PU E A R E A 1 , D B 6 0 7 0 P G 5 2 0 TCE, DB 6070 PG 520 17 SIP PU E A R E A 2 DB 6 0 7 0 P G 5 2 0 179.94' TOTALS 49°50'32" E 80 . 1 8 ' S 3 6 ° 3 0 ' 4 4 " W 181.18' TOTALN 49°47'41" W CH=79.96' N 37°23'15" E R=4462' APPROX. W/L PER NCDOT R/W PLANS 50' ACCESS EASMENT PER DB 1218 PAGE 279 WENDOVER LANE 60' PUBLIC RIGHT-OF-WAY US H W Y 1 7 / M A R K E T S T R E E T VA R I A B L E R I G H T - O F - W A Y NC D O T P R O J E C T U - 4 9 0 2 , H B 3 P G 1 1 9 - 1 3 5 B B 4 6 45 41 40 44 FFE: 45.0 HEIGHT: 29' Tx B 43 41 41 . 2 41 41 . 2 42 11 PINE, 4344 42 4 2 42 44 4 4 43 44 43 UNDERGROUND STORM TANK SYSTEM W/ IMPERMEABLE LINER PNR SA B CSO NI TITA ATI E .C TEDER S S Sheet Title: Sheet Number:Project Number: Date: Drawn By: Project Engineer: Project Manager: REVISIONS: DR A W I N G S A R E P R O P E R T Y O F B R I T T P E T E R S & A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D 1 2 3 4 5 D C B A SEALS 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com 02/28/2023 210620 TAH JAC MPM NO.DATE DESCRIPTION 0 11/12/2021 ISSUE FOR PERMIT 7250 MARKET STREET WILMINGTON, NC 28411 1 02/28/2023 REVIEW COMMENTS 2 04/05/2023 REVIEW COMMENTS LEGEND SILT FENCE REFER TO C6.1 LIMITS OF DISTURBANCE SCALE : 1 INCH = 10 FT 10'0 5'10'20'30' REFER TO SHEET C1.0 (SITE NOTES) FOR NOTES AND SPECIFICATIONS. KEYNOTES: INSTALL CONSTRUCTION ENTRANCE. REFER TO C6.1. INSTALL TEMPORARY STOCKPILE AREA. REFER TO C6.1. REFER TO C5.1 FOR CONTINUATION OF SEWER DISTURBANCE 1 2 TEMPORARY INLET PROTECTION REFER TO C6.1 EROSION CONTROL PLAN C2.1 CONCRETE WASHOUT AREA REFER TO C6.1 STORM PIPE REFER TO C4.0 1 2 3 3 04/05/23 17 PINE, TWIN 12 OAKS, 36 OAK, 16 MAPLE, 18 OAK, 16 OAK,19 OAK, R/W CAROLYN B PARRISH D.B. 3177, PG 364 ZONE: B-2 25 ' AC C E S S E A S E M E N T M. B . 2 1 , P G . 5 2 . CAROLYN B PARRISH D.B. 3177, PG 364 ZONE: B-2 R/ W PP ED G E O F P A V E M E N T 25' BLDG S/B TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOX FIRE HYDRANT WM EX. CURB R/W R/W R/ W PU E A R E A 1 , D B 6 0 7 0 P G 5 2 0 TCE, DB 6070 PG 520 PU E A R E A 2 DB 6 0 7 0 P G 5 2 0 179.94' TOTALS 49°50'32" E 80 . 1 8 ' S 3 6 ° 3 0 ' 4 4 " W 181.18' TOTALN 49°47'41" W CH=79.96' N 37°23'15" E 25 ' B L D G S / B R=4462' APPROX. W/L PER NCDOT R/W PLANS 50' ACCESS EASMENT PER DB 1218 PAGE 279 12.5' LANDSCAPE S/B 5' A C C E S S O R Y S / B 5' ACCESSORY S/B WENDOVER LANE 60' PUBLIC RIGHT-OF-WAY US H W Y 1 7 / M A R K E T S T R E E T VA R I A B L E R I G H T - O F - W A Y NC D O T P R O J E C T U - 4 9 0 2 , H B 3 P G 1 1 9 - 1 3 5 5' ACCESSORY S/B 5' A C C E S S O R Y S / B 12 . 5 ' L A N D S C A P E S / B 22 ' 5' 13 ' 13 ' 18 ' 20.1' 27.2'10' 14. 4 ' 8' 9'8'8' 10' B B 8' P A R K I N G S / B 8' PARKING S/B 28.4' 0' BLDG S/B 0' B L D G S / B FFE: 45.0 HEIGHT: 29' R5' R3' R8' R5' R10'R2' R2' R2' R2' 12 ' 12 ' R10' R10'R20' R25' R5'R5' 40 . 8 ' 47.2' 110.7'43.3' 3' 5'6' 5' 5' 39 . 1 ' Tx B 90 ° ' 12'x45' LOADING AREA 11 PINE, 5.5' 58 . 2 ' 24' 6' PNR SA B CSO NI TITA ATI E .C TEDER S S ANGLE: STALL SIZE: AISLE DIMENSION: SPACES SHOWN: MIN. REQUIREMENT: TOTAL SPACES PROVIDED: 4 SPACES 90°60°0°ADA 9' X 18'9' X 18'8' X 22'8' X 18' 22' 3 1 3 SPACES -22'- PROVIDED PARKING: -0 ZONING REQUIREMENTS: SITE ZONING: B-2 REGIONAL BUSINESS DISTRICT FRONT RIGHT LEFT REAR BUILDING SETBACKS:25'25'0'0' PARKING REQUIREMENTS: 3 SPACES / 1,000 SF OF OFFICE/WAITING + 1 SPACE / BAY 186 SF / 1,000 * 3 + 2 BAYS / 1 3 SPACES REQUIRED ACCESSORY SETBACKS:5'5'5'5' LANDSCAPE SETBACKS:12.5'12.5'-- PARKING SETBACKS:8'-8'- Sheet Title: Sheet Number:Project Number: Date: Drawn By: Project Engineer: Project Manager: REVISIONS: DR A W I N G S A R E P R O P E R T Y O F B R I T T P E T E R S & A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D 1 2 3 4 5 D C B A SEALS 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com 02/28/2023 210620 TAH JAC MPM NO.DATE DESCRIPTION 0 11/12/2021 ISSUE FOR PERMIT 7250 MARKET STREET WILMINGTON, NC 28411 1 02/28/2023 REVIEW COMMENTS 2 04/05/2023 REVIEW COMMENTS DENOTES ASPHALT PAVEMENT DENOTES CONCRETE PAVEMENT DENOTES CONCRETE SIDEWALK DENOTES NUMBER OF PARKING STALLS IN A ROW SCALE : 1 INCH = 10 FT 10'0 5'10'20'30' REFER TO SHEET C1.0 (SITE NOTES) FOR NOTES AND SPECIFICATIONS. 10 KEYNOTES: CONSTRUCT CONCRETE CURB AND GUTTER. REFER TO C6.0. CONSTRUCT ROLLED CURB. REFER TO C6.0 ACCESSIBLE PARKING AREA. REFER TO C6.0. CONSTRUCT SIDEWALK RAMP (1:12 MAX SLOPE). PAINT 4'' WIDE WHITE STRIPE (TYP.) REFER TO C6.0. INSTALL CONCRETE BOLLARD. REFER TO C6.0. INSTALL TRASH ENCLOSURE. REFER TO A/E PLANS. PROPOSED TRANSFORMER PAD. REFER TO C5.0. TAPER CURB TO BE FLUSH WITH PROPOSED PAVEMENT OVER 2' STABILIZE ALL NON HARD SURFACE AREAS WITHIN THE LIMITS OF DISTURBANCE WITH VEGETATION. REFER TO THE LANDSCAPE PLAN FOR DETAILS. CONSTRUCT CONCRETE HEADER CURB. REFER TO C4.0 FOR ELEVATIONS. REFER TO C6.1 FOR DETAIL. PROPOSED DRIVEWAY. REFER TO C6.1 FOR DETAIL. 1 2 3 4 5 6 7 SITE PLAN C3.0 8 9 10 1 111 1 1 1 1 1 2 2 2 3 4 5 6 6 6 6 66 7 8 9 9 9 9 10 10 10 10 10 6 4 1 11 11 1 LANDUSE (ITE CODE)INTENSITY UNIT 24-HR VOLUMES AM PEAK HOUR TRIPS PM PEAK HOUR TRIPS LOCKSMITH, SPECIALTY CONTRACTOR (180) EXISTING 958 SF 9 2 2 FERMENTAL BEER / WINE (970) EXISTING 1068 SF 49 2 8 QUICK LUBRICATION & OIL CHANGE (941) PROPOSED 1059 SF 74 6 9 1 11 1 1 2 2 12 2 12 04/05/23 17 PINE, TWIN 12 OAKS, 36 OAK, 16 MAPLE, 18 OAK, 16 OAK,19 OAK, R/W CAROLYN B PARRISH D.B. 3177, PG 364 ZONE: B-2 CAROLYN B PARRISH D.B. 3177, PG 364 ZONE: B-2 R/ W PP ED G E O F P A V E M E N T TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOX FIRE HYDRANT WM EX. CURB R/W R/W R/ W 179.94' TOTALS 49°50'32" E 80 . 1 8 ' S 3 6 ° 3 0 ' 4 4 " W 181.18' TOTALN 49°47'41" W CH=79.96' N 37°23'15" E R=4462' APPROX. W/L PER NCDOT R/W PLANS WENDOVER LANE 60' PUBLIC RIGHT-OF-WAY US H W Y 1 7 / M A R K E T S T R E E T VA R I A B L E R I G H T - O F - W A Y NC D O T P R O J E C T U - 4 9 0 2 , H B 3 P G 1 1 9 - 1 3 5 B B 4 6 45.0 44.5 45.0 44.5 44.7 44.2 45 44.6 44.1 45.0 44.5 44.5 45.0 44.5 44.9 44.4 44.3 43.5 42.8 43.5 43.0 41 40 43.2 42.7 43.1 42.642.8 42.7 44 42.6 42.1 43.0 42.5 42.0 41.5 42.5 43.0 42.5 42.5 42.0 RIM:42.5 INV:39.8 45.0 44.9 44.4 44.8 44.3 44.8 44.4 45.0 44.9 44.8 44.745.1 FFE: 45.0 HEIGHT: 29' Tx AA B 43 DEBRIS ROW AND VACUUM PORT 41 41 . 2 41 41 . 2 40.0 39.5 42 42.1 42.5 42.3 41.2 41.2 42.042.0 42.042.0 11 PINE, 44.8 44.3 44.3 4344 42 4 2 42 42.1 44.0 43.5 44 44.5 44.6 44.7 44.8 4 4 43 44 43 UNDERGROUND STORM TANK SYSTEM W/ IMPERMEABLE LINER POND ROUTING IF SPILLWAY OBSTRUCTED OR NOT WORKING PROPERLY POND ROUTING IF SPILLWAY OBSTRUCTED OR NOT WORKING PROPERLY POND ROUTING IF SPILLWAY OBSTRUCTED OR NOT WORKING PROPERLY SECTION A-A SCALE: 1"=5' HORIZONTAL SCALE: 1"=2.5' VERTICAL VIEW PORT WITH THREADED PLUG CAP. REFER TO C6.4 ASPHALT PAVEMENT REFER TO C6.0 WASHED AND SCREENED #57 AGGREGATE UNDISTURBED SOIL SUBTERRANEAN STORMTANK DETENTION SYSTEM. REFER TO C6.3 COMPACTED BACKFILL 38 39 40 41 42 43 44 45 37 0+050+00 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 38 39 40 41 42 43 44 45 37 24 " C O V E R OV E R T O P O F MO D U L E ( M I N . ) VIEW PORT WITH THREADED PLUG CAP. REFER TO C6.4 VIEW PORT WITH THREADED PLUG CAP. REFER TO C6.4 PNR SA B CSO NI TITA ATI E .C TEDER S S LABEL TYPE SLOPE SIZE PROPOSED STORM PIPE TABLE LENGTHORIG-DEST. UGD - 1 15"1.2%25 LF 1.1%15"54 LF RCP/HDPE2 - UGD LABEL TYPE RIM INV OUTINV IN PROPOSED STORM DRAINAGE TABLE -GI 40.2 CI NOTES: 1.GI DENOTES GRATE INLET. REFER TO C1.0. 2.CI DENOTES CURB INLET. REFER TO C1.0 & C6.1. 3.UGD DENOTES UNDERGROUND DETENTION. REFER TO C6.3 & C6.4. 4.RCP DENOTES A REINFORCED CONCRETE PIPE. REFER TO C1.0. 5.HDPE DENOTES HIGH DENSITY POLYETHYLENE PIPE. REFER TO C1.0 6.ALL PIPE IN ROAD R/W SHALL BE RCP. RCP/HDPE 38.41 2 39.842.5 - P1 P2 Sheet Title: Sheet Number:Project Number: Date: Drawn By: Project Engineer: Project Manager: REVISIONS: DR A W I N G S A R E P R O P E R T Y O F B R I T T P E T E R S & A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D 1 2 3 4 5 D C B A SEALS 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com 02/28/2023 210620 TAH JAC MPM NO.DATE DESCRIPTION 0 11/12/2021 ISSUE FOR PERMIT 7250 MARKET STREET WILMINGTON, NC 28411 1 02/28/2023 REVIEW COMMENTS 2 04/05/2023 REVIEW COMMENTS LEGEND CONTOURS REFER TO C1.0 STORM STRUCTURE REFER TO STORM DRAINAGE TABLE & NOTES STORM PIPE REFER TO NOTES DRAINAGE FLOW DIRECTION EXISTING PROPOSED 818818 ROOF DRAIN SLOPE @ 1% MIN. SCALE : 1 INCH = 10 FT 10'0 5'10'20'30' REFER TO SHEET C1.0 (SITE NOTES) FOR NOTES AND SPECIFICATIONS. 820820 ***CAUTION*** ALL EXISTING UTILITIES SHOWN ARE THE BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, AND MAKE ALL NECESSARY ARRANGEMENTS WITH PRIVATE AND PUBLIC UTILITY COMPANIES TO AVOID ANY POSSIBLE DAMAGE TO OR INTERRUPTION OF UTILITY EQUIPMENT OR SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INQUIRIES CONCERNING LOCATION OF UTILITY LINES. REPAIR OF ANY DAMAGE TO UTILITY LINES AND EQUIPMENT DUE TO THIS WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. Know what's below. before you dig.Call R SPOT ELEVATIONS REFER TO C1.0 TW:696.9=FINISHED SURFACE AT TOP OF WALL BW:696.9=FINISHED SURFACE AT BOTTOM OF WALL 984.9=TOP OF CURB 984.4=BOTTOM OF CURB 984.5=FINISHED SURFACE GRADING & DRAINAGE PLAN C4.0 P1 P2 1 2 2 2 2 2 04/05/23 17 PINE, TWIN 12 OAKS, 36 OAK, 16 MAPLE, 18 OAK, 16 OAK,19 OAK, R/W CAROLYN B PARRISH D.B. 3177, PG 364 ZONE: B-2 25 ' AC C E S S E A S E M E N T M. B . 2 1 , P G . 5 2 . CAROLYN B PARRISH D.B. 3177, PG 364 ZONE: B-2 R/ W PP ED G E O F P A V E M E N T TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOX FIRE HYDRANT WM EX. CURB R/W R/W R/ W PU E A R E A 1 , D B 6 0 7 0 P G 5 2 0 TCE, DB 6070 PG 520 PU E A R E A 2 DB 6 0 7 0 P G 5 2 0 179.94' TOTALS 49°50'32" E 80 . 1 8 ' S 3 6 ° 3 0 ' 4 4 " W 181.18' TOTALN 49°47'41" W CH=79.96' N 37°23'15" E R=4462' APPROX. W/L PER NCDOT R/W PLANS 50' ACCESS EASMENT PER DB 1218 PAGE 279 WENDOVER LANE 60' PUBLIC RIGHT-OF-WAY US H W Y 1 7 / M A R K E T S T R E E T VA R I A B L E R I G H T - O F - W A Y NC D O T P R O J E C T U - 4 9 0 2 , H B 3 P G 1 1 9 - 1 3 5 B B FFE: 45.0 HEIGHT: 29' CO CO CO Tx B S INV: 41.5 INV: 37.1 4.0% 2. 9 % 2. 5 % INV: 39.3 INV: 37.7 3.0% 1. 5 ' 11 PINE, UNDERGROUND STORM TANK SYSTEM W/ IMPERMEABLE LINER 1.2' INV: 41.3 CO INV: 40.9 3.0% 34.6' 12.1' 18 . 6 ' 26.5' 11.8' 19.5' PNR SA B CSO NI TITA ATI E .C TEDER S S Sheet Title: Sheet Number:Project Number: Date: Drawn By: Project Engineer: Project Manager: REVISIONS: DR A W I N G S A R E P R O P E R T Y O F B R I T T P E T E R S & A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D 1 2 3 4 5 D C B A SEALS 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com 02/28/2023 210620 TAH JAC MPM NO.DATE DESCRIPTION 0 11/12/2021 ISSUE FOR PERMIT 7250 MARKET STREET WILMINGTON, NC 28411 1 02/28/2023 REVIEW COMMENTS 2 04/05/2023 REVIEW COMMENTS LEGEND WATER LINE REFER TO C1.0 SEWER LINE REFER TO C1.0 ELECTRIC TELEPHONE STORM PIPE REFER TO C4.0 STORM STRUCTURE REFER TO C4.0 EXISTING PROPOSED SANITARY MANHOLE FIRE HYDRANT REFER TO C6.3 UTILITY POLE ROOF DRAIN REFER TO C4.0 SANITARY CLEAN-OUT REFER TO 6.5 CO SCALE : 1 INCH = 10 FT 10'0 5'10'20'30' REFER TO SHEET C1.0 (SITE NOTES) FOR NOTES AND SPECIFICATIONS. ***CAUTION*** ALL EXISTING UTILITIES SHOWN ARE THE BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, AND MAKE ALL NECESSARY ARRANGEMENTS WITH PRIVATE AND PUBLIC UTILITY COMPANIES TO AVOID ANY POSSIBLE DAMAGE TO OR INTERRUPTION OF UTILITY EQUIPMENT OR SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INQUIRIES CONCERNING LOCATION OF UTILITY LINES. REPAIR OF ANY DAMAGE TO UTILITY LINES AND EQUIPMENT DUE TO THIS WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. Know what's below. before you dig.Call R REFER TO C5.1 FOR SANITARY SEWER MAIN EXTENSION PLANS. TAP SANITARY MANHOLE AND INSTALL APPROXIMATELY 25± LF OF 6" PVC TO SANITARY SEWER CLEANOUT AT R/W. FROM CLEANOUT AT R/W, INSTALL 4X6 REDUCER AND APPROXIMATELY 100± LF OF 4" PVC TO PROPOSED BUILDING WITH SANITARY SEWER CLEANOUTS EVERY 50' O.C. REFER TO C6.2 FOR DETAIL. INSTALL 58" DOMESTIC WATER METER AND REDUCED PRESSURE BACKFLOW PREVENTER. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER. REFER TO C6.5 FOR DETAIL. INSTALL APPROXIMATELY 50± LF OF 1" COPPER DOMESTIC WATER SERVICE LINE TO THE PROPOSED BUILDING. COORDINATE INSTALLATION OF TRANSFORMER PAD WITH UTILITY PROVIDER. CONTRACTOR SHALL INSTALL CONDUITS AND LINES TO PROPOSED BUILDING. INSTALL 58" DOMESTIC WATER IRRIGATION METER AND REDUCED PRESSURE BACKFLOW PREVENTER. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER. REFER TO C6.5 FOR DETAIL. CONTRACTOR SHALL VERIFY EXISTING WATER MAIN LOCATION AND CROSSING ELEVATION. CONTACT THE ENGINEER IF PROPOSED SANITARY SEWER LATERAL CONFLICTS WITH EXISTING WATER MAIN TAP EXISTING WATER MAIN FOR 1" Ø SERVICE LATERAL. REFER TO C6.5 FOR DETAIL. INSTALL 27± LF OF 1"Ø COPPER PIPE TO METER. KEY NOTES: 1 2 3 4 5 UTILITY PLAN C5.0 WATER: CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE WILMINGTON, NC 28403 910.332.6560 ELECTRIC: DUKE ENERGY 1451 MILITARY CUTOFF ROAD WILMINGTON, NC 28403 800.452.2777 S SEWER: CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE WILMINGTON, NC 28403 910.332.6560 UTILITY CONTACTS 1 2 2 4 5 6 6 3 1 1 1 1 77 2 2 2 2 82 8 04/05/23 PNR SA B CSO NI TITA ATI E .C TEDER S S R/W R/W CO 38'39'40'41' FH WV WV WENDOVER LANE 60' PUBLIC RIGHT-OF-WAY SS 1+96.40+00.0 1+00.00+50.0 1+50.0 SANITARY SEWER MANHOLE #2 SANITARY SEWER MANHOLE #1 SSMH RIM=37.66' INV.IN=26.14' (N) INV.OUT=26.09' (E) SHADED AREA DENOTES REMOVE AND REPLACE PAVEMENT AS NECESSARY FOR SANITARY SEWER MAIN EXTENSION. REFER TO C6.2 FOR DETAILS. 6" SANITARY SEWER SERVICE EL E V A T I O N EL E V A T I O N STATION Profile View of Sanitary Sewer Main Extension Vertical Scale: 1" = 5' Horizontal Scale: 1" = 10' 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 SANITARY SEWER MANHOLE #2 STATION: 0+00.0 RIM: 42.0 INV IN: 37.1 (6"Ø) INV OUT: 37.5 SANITARY SEWER MANHOLE #1 STATION: 1+96.4 RIM: 37.7 INV IN: 33.5 INV IN: 26.1 INV OUT: 26.1 EXISTING SURFACE INSTALL INSIDE DROP MANHOLE REFER TO CFPUA STANDARD DETAIL 192.4 LF OF 8"Ø PVC PIPE (C-900) @ 2.0% Sheet Title: Sheet Number:Project Number: Date: Drawn By: Project Engineer: Project Manager: REVISIONS: DR A W I N G S A R E P R O P E R T Y O F B R I T T P E T E R S & A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D 1 2 3 4 5 D C B A SEALS 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com 02/28/2023 210620 TAH JAC MPM NO.DATE DESCRIPTION 0 11/12/2021 ISSUE FOR PERMIT 7250 MARKET STREET WILMINGTON, NC 28411 1 02/28/2023 REVIEW COMMENTS 2 04/05/2023 REVIEW COMMENTS SCALE : 1 INCH = 10 FT 10'0 5'10'20'30' REFER TO SHEET C1.0 (SITE NOTES) FOR NOTES AND SPECIFICATIONS. ***CAUTION*** ALL EXISTING UTILITIES SHOWN ARE THE BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, AND MAKE ALL NECESSARY ARRANGEMENTS WITH PRIVATE AND PUBLIC UTILITY COMPANIES TO AVOID ANY POSSIBLE DAMAGE TO OR INTERRUPTION OF UTILITY EQUIPMENT OR SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INQUIRIES CONCERNING LOCATION OF UTILITY LINES. REPAIR OF ANY DAMAGE TO UTILITY LINES AND EQUIPMENT DUE TO THIS WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. Know what's below. before you dig.Call R SANITARY SEWER PLAN & PROFILE C5.1 LEGEND SEWER MAIN REFER TO C1.0 EXISTING PROPOSED SANITARY MANHOLE FIRE HYDRANT REFER TO C6.3 S FH S OVERHEAD POWER WATER LINE 1 11 1 1 2 04/05/23 12 7 44 . 6 8 5 WM , 23 0 17 PINE, 23 1 TWIN 12 OAKS, 34 9 36 OAK, 35 0 16 MAPLE, 35 1 18 OAK, 35 2 16 OAK,35 3 19 OAK, 35 4 18 MAPLE, R/W CAROLYN B PARRISH D.B. 3177, PG 364 ZONE: B-2 25 ' AC C E S S E A S E M E N T M. B . 2 1 , P G . 5 2 . CAROLYN B PARRISH D.B. 3177, PG 364 ZONE: B-2 R/ W 1-S-FRAME A-ATLANTIC LOCKSMITH #7250A 1-S-FRAME FERMENTAL BEER & WINE #7250BPORCH PO R C H WD. RAMPPAVERS PAVERS DE C K HV A C GRASS PRIME ID SIGN WELL GRAVEL PP ED G E O F P A V E M E N T ASPHALT GRAVEL PP RAMP PAVERS PAVERS GATE POR. STEPS ST E P S GRAVEL LANDSCAPED PA V E R S WD.WALK BR I C K W A L K ORDER WINDOW LS. TIMBER LS . T I M B E R LS . T I M B E R ICE UNIT WD . F E N C E WOOD WALK W/PLANTERS FR E E Z E R POR. HVAC LS. TIMBER LS. TIMBERPAVERS STEPS BA R ST A G E LS . T I M B E R TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOX WM EX. CURB R/W FFE=46.53' FFE=46.34' PU E A R E A 1 , D B 6 0 7 0 P G 5 2 0 TCE, DB 6070 PG 520 17 SIP PU E A R E A 2 DB 6 0 7 0 P G 5 2 0 179.94' TOTALS 49°50'32" E 80 . 1 8 ' S 3 6 ° 3 0 ' 4 4 " W 181.18' TOTALN 49°47'41" W CH=79.96' N 37°23'15" E R=4462' APPROX. W/L PER NCDOT R/W PLANS 50' ACCESS EASMENT PER DB 1218 PAGE 279 WENDOVER LANE 60' PUBLIC RIGHT-OF-WAY US H W Y 1 7 / M A R K E T S T R E E T VA R I A B L E R I G H T - O F - W A Y NC D O T P R O J E C T U - 4 9 0 2 , H B 3 P G 1 1 9 - 1 3 5 35 4 16 OAK 35 4 11 OAK 23 0 11 PINE, PNR SA B CSO NI TITA ATI E .C TEDER S S Sheet Title: Sheet Number:Project Number: Date: Drawn By: Project Engineer: Project Manager: REVISIONS: DR A W I N G S A R E P R O P E R T Y O F B R I T T P E T E R S & A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D 1 2 3 4 5 D C B A SEALS 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com 02/28/2023 210620 TAH JAC MPM NO.DATE DESCRIPTION 0 11/12/2021 ISSUE FOR PERMIT 7250 MARKET STREET WILMINGTON, NC 28411 1 02/28/2023 REVIEW COMMENTS 2 04/05/2023 REVIEW COMMENTS SCALE : 1 INCH = 10 FT 10'0 5'10'20'30' REFER TO SHEET C1.0 (SITE NOTES) FOR NOTES AND SPECIFICATIONS. TREE SURVEY L1.0 1 TREE SURVEY TREE NUMBER TREE SPECIES DBH (IN) DESCRIPTION ON SURVEY CLASSIFICATION STATUS REPLACEMENT DBH INCHES 1 PINUS TAEDA 17.5 14 PINE DOCUMENTED RETAIN 0.00 2 PINUS TAEDA 11 11 PINE DOCUMENTED RETAIN 0.00 3 ACER RUBRUM 26 TWIN 12 OAKS SIGNIFICANT RETAIN 0.00 4 QUERCUS NIGRA 34.5 36 OAK SIGNIFICANT RETAIN 0.00 5 ACER RUBRUM 17.5 16 MAPLE DOCUMENTED RETAIN 0.00 6 QUERCUS VIRGINIANA 16.5 16 OAK DOCUMENTED RETAIN 0.00 7 QUERCUS VIRGINIANA 19.5 18 OAK SIGNIFICANT RETAIN 0.00 8 QUERCUS NIGRA 21 19 OAK SIGNIFICANT RETAIN 0.00 9 ACER RUBRUM 16.5 18 MAPLE SIGNIFICANT REMOVE 36.00 10 QUERCUS NIGRA 16 16 OAK DOCUMENTED REMOVE 0.00 11 QUERCUS VIRGINIANA 10.5 11 OAK DOCUMENTED REMOVE 0.00 2 1 3 4 5 6 7 8 9 10 11 04/05/23 12 7 44 . 6 8 5 WM , 23 0 17 PINE, 23 1 TWIN 12 OAKS, 34 9 36 OAK, 35 0 16 MAPLE, 35 1 18 OAK, 35 2 16 OAK,35 3 19 OAK, R/W CAROLYN B PARRISH D.B. 3177, PG 364 ZONE: B-2 25 ' AC C E S S E A S E M E N T M. B . 2 1 , P G . 5 2 . CAROLYN B PARRISH D.B. 3177, PG 364 ZONE: B-2 R/ W PP ED G E O F P A V E M E N T 25' BLDG S/B TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOX FIRE HYDRANT WM EX. CURB R/W R/W R/ W PU E A R E A 1 , D B 6 0 7 0 P G 5 2 0 TCE, DB 6070 PG 520 17 SIP PU E A R E A 2 DB 6 0 7 0 P G 5 2 0 179.94' TOTALS 49°50'32" E 80 . 1 8 ' S 3 6 ° 3 0 ' 4 4 " W 181.18' TOTALN 49°47'41" W CH=79.96' N 37°23'15" E 25 ' B L D G S / B R=4462' APPROX. W/L PER NCDOT R/W PLANS 50' ACCESS EASMENT PER DB 1218 PAGE 279 12.5' LANDSCAPE S/B 5' A C C E S S O R Y S / B 5' ACCESSORY S/B WENDOVER LANE 60' PUBLIC RIGHT-OF-WAY US H W Y 1 7 / M A R K E T S T R E E T VA R I A B L E R I G H T - O F - W A Y NC D O T P R O J E C T U - 4 9 0 2 , H B 3 P G 1 1 9 - 1 3 5 5' ACCESSORY S/B 5' A C C E S S O R Y S / B 12 . 5 ' L A N D S C A P E S / B B B 8' P A R K I N G S / B 8' PARKING S/B 0' BLDG S/B 0' B L D G S / B FFE: 45.0 HEIGHT: 29' CO CO CO Tx B S 23 0 11 PINE, CO 70' 10 ' 10' 70 ' PNR SA B CSO NI TITA ATI E .C TEDER S S Sheet Title: Sheet Number:Project Number: Date: Drawn By: Project Engineer: Project Manager: REVISIONS: DR A W I N G S A R E P R O P E R T Y O F B R I T T P E T E R S & A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D 1 2 3 4 5 D C B A SEALS 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com 02/28/2023 210620 TAH JAC MPM NO.DATE DESCRIPTION 0 11/12/2021 ISSUE FOR PERMIT 7250 MARKET STREET WILMINGTON, NC 28411 1 02/28/2023 REVIEW COMMENTS 2 04/05/2023 REVIEW COMMENTS SCALE : 1 INCH = 10 FT 10'0 5'10'20'30' REFER TO SHEET C1.0 (SITE NOTES) FOR NOTES AND SPECIFICATIONS. ***CAUTION*** ALL EXISTING UTILITIES SHOWN ARE THE BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, AND MAKE ALL NECESSARY ARRANGEMENTS WITH PRIVATE AND PUBLIC UTILITY COMPANIES TO AVOID ANY POSSIBLE DAMAGE TO OR INTERRUPTION OF UTILITY EQUIPMENT OR SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INQUIRIES CONCERNING LOCATION OF UTILITY LINES. REPAIR OF ANY DAMAGE TO UTILITY LINES AND EQUIPMENT DUE TO THIS WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. Know what's below. before you dig.Call R LANDSCAPE COMPLIANCE PLAN L1.1 LEGEND IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE IRRIGATION CONTRACTOR, FOR IRRIGATION SLEEVE SIZE, FOR IRRIGATION SYSTEM. LANDSCAPE REQUIREMENTS STREET BUFFERYARD ·(1) 25 SF PLANTING AREA / LINEAR FOOT OF ROAD FRONTAGE ·1 CANOPY TREE TREES AND 6 SHRUBS / 600 SF OF PLANTING AREA MARKET STREET STREET FRONTAGE = 80 FEET 80.00 X 25 = 2,000 SF PLANTING AREA REQUIRED 2000 / 600 = 3.33 (4 TREES AND 20 SHRUBS REQUIRED) WENDOVER LANE 179.94 - 27 (DRIVEWAY WIDTH) = 152.9 STREET FRONTAGE = 153 FEET 153 X 25 = 3,825 SF PLANTING AREA REQUIRED 3825 / 600 = 6.375 (7 TREES AND 39 SHRUBS REQUIRED) GENERAL ·15 TREES OF AT LEAST 2 INCHES DBH OR 2 CALIPER INCHES, SHALL BE RETAINED OR PLANTED PER ACRE DISTURBED. ··0.5 ACRES DISTURBED * 15 = 7.5 (8 TREES REQUIRED) PARKING LOT PERIMETER: ·10' PLANTING STRIP AROUND PARKING AREA ·1 TREE / 20 LF OF PLANTING STRIP PARKING LOT INTERIOR ·DIMENSIONAL STANDARDS ··LANDSCAPED AREAS IN THE INTERIOR OF PARKING LOTS SHALL BE EQUAL TO 8% OF THE TOTAL AREA TO BE USED FOR PARKING, LOADING, AUTOMOBILE SALES, DRIVEWAYS, INTERNAL DRIVE AISLES, AND OTHER VEHICULAR OR PEDESTRIAN USE. TOTAL PARKING AREA = 2,500 SF. 2500*.08 = 200 SF (TOTAL REQUIRED LANDSCAPE AREA). TOTAL LANDSCAPED AREA PROVIDED = 6,751 SF ··LANDSCAPING ISLANDS, EITHER SEPARATE FROM OR PROTRUDING FROM PERIMETER LANDSCAPING STRIPS, SHALL BE A MINUMUM OF 12 FEET IN WIDTH MEASURED FROM BACK OF CURB TO BACK OF CURB. ·PLANTING REQUIREMENTS ··ONE PLANTED OR EXISTING TREE SHALL BE REQUIRED FOR EVERY 144 SQUARE FEET ROUNDED TO THE NEXT LOWEST WHOLE NUMBER OF TOTAL INTERIOR LANDSCAPED AREA, WITH A MINIMUM OF ONE TREE IN EACH ISLAND. ··AT LEAST 75 PERCENT OF TREES REQUIRED FOR INTERIOR LANDSCAPING SHALL BE OF A SHADE/CANOPY SPECIES. ··THE REMAINDER OF INTERIOR LANDSCAPED AREA SHALL BE COVERED WITH APPROPRIATE MULCHING OR VEGETATIVE GROUNDCOVER, EXCEPT FOR DESIGNATED PEDESTRIAN WALKWAYS. ·DESIGN STANDARDS ··NO PARKING SPACE SHALL BE LOCATED MORE THAN 120 FEET FROM A LANDSCAPED ISLAND. ··ALL PARKING SPACES SHALL BE BLOCKED OR CURBED TO PREVENT VEHICLES FROM ENCROACHING MORE THAN ONE FOOT INTO PLANTING ISLANDS OR LANDSCAPED YARDS OR DAMAGING ADJACENT FENCES OR SCREENS. ··DEPRESSIONS AND CURB CUTS SHALL BE ALLOWED FOR WATER QUALITY PROTECTION FOUNDATION PLANTINGS: ·12% OF BUILDING FACE AREA ADJACENT TO THE PARKING LOT OR INTERNAL DRIVE ·BUILDING FACE = 39.1' LONG X 25' TALL = 978 SF ·0.12 X 978 = 117 SF REQUIRED ·493 SF PROVIDED 9 RED MAPLE ACER RUBRUM 2" CALIPER MIN. 41 SOUTHERN WAXMYRTLE MYRICA CERIFERA 12" MIN. HT NOTE: IF THE DENOTED SPECIES ARE UNAVAILABLEFOR PURCHASE AT THE TIME OF PLANTING, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR AN ALTERNATE SELECTION 1 1 59 YAUPON HOLLY ILEX VOMITORIA 24" MIN. HT 1 1 04/05/23 Sheet Title: Sheet Number:Project Number: Date: Drawn By: Project Engineer: Project Manager: REVISIONS: DR A W I N G S A R E P R O P E R T Y O F B R I T T P E T E R S & A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D 1 2 3 4 5 D C B A SEALS 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com 02/28/2023 210620 TAH JAC MPM NO.DATE DESCRIPTION 0 11/12/2021 ISSUE FOR PERMIT 7250 MARKET STREET WILMINGTON, NC 28411 1 02/28/2023 REVIEW COMMENTS 2 04/05/2023 REVIEW COMMENTS SITE DETAILS C6.0 6'' 12 ' ' M I N 7" MIN 6'' M I N 18'' 6' ' M I N 12 ' ' M I N . 6'' 7'' MIN 18'' 6' ' M I N 6'' M I N 1"R NORMAL GUTTER PITCHED GUTTER CONCRETE CURB & GUTTER DETAIL NTS 1" 1" 1"R 1" 1" 10' MAX 10 ' M A X . CONCRETE PAVEMENT DETAIL NTS 12" OF COMPACTED SUBGRADE (REFER TO C1.0 GRADING NOTES) SAWED CONTROL JOINT (1/4 SLAB THICKNESS) OR CONSTRUCTION JOINT (TYP.) FINISHED SURFACE6" CONCRETE PAVEMENT CONTROL JOINT (TYP.) 6" GRADED AGGREGATE BASE 4'' 1 2" PREMOLDED EXPANSION JOINT 12" COMPACTED SUBGRADE (REFER TO C1.0 GRADING NOTES) CURB & GUTTER REFER TO DETAIL CONCRETE SIDEWALK NTS LIGHT BROOM FINISHED SURFACE 5' MAX 5' M A X . CONTROL JOINT (TYP.)CURB & GUTTER REFER TO DETAIL 1%-2% CROSS SLOPE UNO 9" 18" 3/ 4 " 6" 12"R ROLLED CURB DETAIL NTS ASPHALT PAVEMENT NTS FINISHED SURFACE 3" SURFACE ASPHALT 6" GRADED AGGREGATE BASE 12" COMPACTED SUBGRADE (REFER TO C1.0 GRADING NOTES) BOLLARD DETAIL NTS FINISHED SURFACE (PAVEMENT OR LANDSCAPE) 6"Ø STD. PIPE FILL W/ CONC. ROUND TOP GRAVEL CONCRETE 18" MIN. 3" 4' - 0 " 4' - 0 " 1/ 2 " 3,000 PSI AIR ENTRAINED CONCRETE STROKE WIDTH: MINIMUM = 3 INCHES SPECIAL = 4 INCHES INTERNATIONAL ACCESSIBILITY SYMBOL NTS * WHITE PAINT BLUE PAINT 30" MN. 30 " M N . ASPHALT 12" MIN. 18 " M I N . 6" M I N . 1'-6" 3' M I N . 6' - 6 " 2' - 0 " 3" ACCESSIBLE SIGN DETAIL NTS NOTES: 1.ALL TRAFFIC CONTROL DEVICES SHALL MEET ALL CURRENT USDOT-FHWA MUTCD STANDARDS. 2.ALL SIGNS SHALL CONFORM WITH ALL CURRENT A.D.A., FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. 3.PLACE "VAN ACCESSIBLE" SIGN IN FRONT OF VAN ACCESSIBLE SPACES ONLY. VAN ACCESSIBLE SPACES ARE LOCATED WHERE THE PASSENGER DOOR OPENS TO AN 8' MINIMUM PAINTED ACCESS AISLE. 4.ALL SIGNS TO BE 0.080" THICK ALUMINUM. 5.WHEN SPACE IS ADJACENT TO BUILDING, SIGN MAY BE MOUNTED TO BUILDING. 6.IF THE SIGN IS WITHIN 2' OF THE TRAFFIC AREA, A 6" PIPE BOLLARD SHALL BE INSTALLED. BOLT SIGN TO TUBE WITH 3/8" CADMIUM PLATED BOLTS, NUTS, & WASHERS "U" CHANNEL POST (3 LB/FT) INSTALL 6" PIPE BOLLARD FILLED WITH 3000 PSI CONCRETE PAINT TRAFFIC YELLOW, IF WITHIN 2' OF TRAFFIC AREA. 3000 PSI CONCRETE BORDER - GREEN REFLECTORIZED LETTERING - GREEN REFLECTORIZED BACKGROUND - WHITE REFLECTORIZED SYMBOL - WHITE REFLECTORIZED BACKGROUND - BLUE REFLECTORIZED ACCESSIBLE PARKING SIGN USDOT-FHWA MUTCD R7-8 TEXT PER LOCAL CODE GREEN REFLECTORIZED BACKGROUND - WHITE REFLECTORIZED BORDER - GREEN REFLECTORIZED LETTERING - GREEN REFLECTORIZED VAN ACCESSIBLE SIGN USDOT-FHWA MUTCD R7-8a ASPHALT 1'-6" 6' - 6 " 2' - 6 " 6" BOLT SIGN TO TUBE WITH 3/8" CADMIUM PLATED BOLTS, NUTS, & WASHERS "U" CHANNEL POST (3 LB/FT) 3000 PSI CONCRETE VARIES 5' 8' RE F E R T O C 3 . 0 SL O P E TO D R A I N 1: 5 0 M A X . ACCESSIBLE PARKING DETAIL NTS 8' ACCESSIBLE SIGN (TYP.) REFER TO DETAIL CONCRETE SIDEWALK REFER TO DETAIL SLOPE 1:12 MAX. CONCRETE CURB & GUTTER REFER TO DETAIL PAVEMENT STRIPING (45° @ 2' O.C.) REFER TO DETAIL INTERNATIONAL ACCESSIBILITY SYMBOL REFER TO DETAIL 3"-4" MUDDLE RING PLANT BALL PLANTING SOIL CONSTRUCTION SOIL SHREDDED HARDWOOD BARK MULCH TYPICAL CONTAINER (POTTED) DECIDUOUS SHRUB) SHRUB PIT TO COMPILE WITH DEPTHS AND WIDTHS FOUND IN THE SPECS SHRUB PLANTING DETAIL NTS NOTE: -IN SOME CASES THE MULCH IS ONLY A SPECIFIED DIAMETER - SEE PLANS AND SPECIFICATIONS FOR FURTHER COORDINATION OF MULCHING -PRUNE SHRUBS AS RECOMMENDED BY GROWER VA R I E S PLASTIC SPIRAL TREE PROTECTION SHREDDED HARDWOOD BARK MULCH 3"-4" MUDDLE RING TREE BALL PLANTING SOIL CONSTRUCTION SOIL NOTE: -IN SOME CASES THE MULCH IS ONLY A SPECIFIED DIAMETER - SEE PLANS AND SPECIFICATIONS FOR FURTHER COORDINATION OF MULCHING -NONE OF THE B%B TREES ARE TO BE STAKED UNLESS INDICATED. -ALL TREES SHOULD BE PRUNED ONLY AFTER INSTALLATION AND WATERING IN THE TREE. PRUNE TO GROWERS SPECIFICATIONS. -ALL TREES SHALL COMPLY WITH THE AMERICAN STANDARDS FOR NURSERY STOCK - INCLUDING TREE PIT DEPTH AND WIDTH. TYPICAL B&B TREE VA R I E S W I T H T H E T Y P E OF T R E E S P E C I F I E D VA R I E S TREE PLANTING DETAIL NTS PAVEMENT STRIPING DETAIL NTS 4'' MIN. 6" MAX.TRAFFIC ARROW TYP. PAVEMENT STRIPING TYP. 2'-0" TYP. 2' - 0 " 4' - 0 " 1'-0" TYP. 5'-0" 5' - 0 " 3'R 4'-0" 1'R TURN ARROW TYP. CONTROL JOINT NTS DEPTH EQUALS 1/4 SLAB THICKNESS FORMED KEY JOINT SAW CUT CONTROL JOINT CONSTRUCTION JOINT NTS GRASSED/LANDSCAPED AREA DETAIL NTS TOPSOIL 4" MIN. SUBGRADE FINISHED SURFACE 04/05/23 Sheet Title: Sheet Number:Project Number: Date: Drawn By: Project Engineer: Project Manager: REVISIONS: DR A W I N G S A R E P R O P E R T Y O F B R I T T P E T E R S & A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D 1 2 3 4 5 D C B A SEALS 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com 02/28/2023 210620 TAH JAC MPM NO.DATE DESCRIPTION 0 11/12/2021 ISSUE FOR PERMIT 7250 MARKET STREET WILMINGTON, NC 28411 1 02/28/2023 REVIEW COMMENTS 2 04/05/2023 REVIEW COMMENTS SITE DETAILS C6.1 TEMPORARY STOCKPILE NTS NOTES: 1.SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF STOCKPILE, OR IF STOCKPILE AREA IS LOCATED ON/NEAR A SLOP THE SILT FENCE IS TO EXTEND ALONG CONTOURS OF THE DOWN-GRADIENT AREA. 2.IF STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, TEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED. 3.SILT FENCE SHALL BE MAINTAINED UNTIL STOCKPILE AREA HAS EITHER BEEN REMOVED OR PERMANENTLY STABILIZED. 4.THE KEY TO FUNCTIONAL TEMPORARY STOCKPILE AREAS IS WEEKLY INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR SEDIMENT REMOVAL. ORIGINAL GROUND SURFACE 3:1 3: 1 SOIL/SEDIMENT STOCKPILE AREA SILT FENCE (SEE DETAIL) TEMPORARY STOCKPILE AREA 10" (TYP.) CONCRETE WASHOUT NTS CONCRETE WASHOUT CONCRETE WASHOUT SIGN DETAIL SECTION B-B NOTES: 1.ACTUAL LAYOUT DETERMINED IN FIELD. 2.INSTALL CONCRETE WASHOUT SIGN (24"X24", MINIMUM) WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 3.TEMPORARY WASHOUT AREA MUST BE AT LEAST 50' FROM A STORM DRAIN, CREEK BANK OR PERIMETER CONTROL. 4.CLEAN OUT CONCRETE WASHOUT AREA WHEN 50% FULL. INSPECT EVERY 7 CALENDAR DAYS. 5.THE KEY TO FUNCTIONAL CONCRETE WASHOUTS IS WEEKLY INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR CLEAN OUT. 6.SILT FENCE SHALL BE INSTALLED AROUND PERIMETER OF CONCRETE WASHOUT AREA EXCEPT FOR THE SIDE UTILIZED FOR ACCESSING THE WASHOUT. 7.A ROCK CONSTRUCTION ENTRANCE MAY BE NECESSARY ALONG ONE SIDE OF THE WASHOUT TO PROVIDE VEHICLE ACCESS. LETTERS A MINIMUM OF 5" IN HEIGHT PLAN TYPE "ABOVE GRADE" WITH STRAW BALES STRAW BALE (TYP.) STAKE (TYP.) 10' MINIMUM VA R I E S 10 ' M I N I M U M B B STAPLES 1/8"Ø 4" STAPLE (2 PER BALE) BINDING WIRE STRAW BALEWOOD OR METAL STAKES (2 PER BALE)NATIVE MATERIAL (OPTIONAL) STRAW BALE BARRIER CONCRETE WASHOUT CURB INLET DETAIL NTS 3'-0"± 1'-6" PLAN SECTION B-B 3''4 1/2'' #57 OR #5 STONE PRECAST STRUCTURE OR APPROVED ALTERNATE 6 3/8"CURB INLET FRAME, GRATE, AND CURB BOX: NEENAH FOUNDRY R-3246 OR APPROVED ALTERNATE CURB AND GUTTER 6"1'-0" BB 8'' 12 ' ' 6' ' 6'' CONCRETE HEADER CURB NTS GRASSED AREA 2 04/05/23 Sheet Title: Sheet Number:Project Number: Date: Drawn By: Project Engineer: Project Manager: REVISIONS: DR A W I N G S A R E P R O P E R T Y O F B R I T T P E T E R S & A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D 1 2 3 4 5 D C B A SEALS 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com 02/28/2023 210620 TAH JAC MPM NO.DATE DESCRIPTION 0 11/12/2021 ISSUE FOR PERMIT 7250 MARKET STREET WILMINGTON, NC 28411 1 02/28/2023 REVIEW COMMENTS 2 04/05/2023 REVIEW COMMENTS SITE DETAILS C6.2 WALK OR DRIVE WIDTH AS SPECIFIED ON PLAN UTILITY SLEEVE DETAIL NTS SCHEDULE 40 PVC PIPE REFER TO PLANS FOR SIZE AND LOCATION FINISH GRADE NOTE: INSERT # 4 REBAR SECTION OR OTHER METAL OBJECT INSIDE PIPE END PRIOR TO TAPING TO FACILITATE FUTURE FINDINGS OF SLEEVE WITH METAL DETECTOR. REMOVE REBAR PRIOR TO USING SLEEVE. 2"X4" STAKE TO MARK PIPE ENDS WRAP PIPE END SECURELY WITH DUCT TAPE 2' MIN. CL CL FINISHED GRADE MINIMUM SIDE CLEARANCE TRENCH REQUIREMENTS FOR DUCTILE IRON AND REINFORCED CONCRETE PIPES PIPE GRADE FINISHED GRADE TRENCH REQUIREMENTS FOR HDPE AND PVC(SDR 35) PIPES STORMWATER TRENCH DETAILS NTS EQ O.D. PIPE EQ #57 STONE WHEN ROCK IS ENCOUNTERED IN I T I A L B A C K F I L L FI N A L B A C K F I L L 6" UNDISTURBED SOIL MINIMUM SIDE CLEARANCE10"O.D. PIPE 10" UNDISTURBED SOIL #57 STONE OR FLOWABLE FILL SE L E C T B A C K F I L L HAUNCHING BEDDING(6" MIN)TAMP WELL UNDER BOTTOM HALF OF PIPE NOTES: 1.FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE FACE OF THE SHORING AND BRACING. 2.THE TRENCH FOUNDATION SHALL BE APPROVED BY A GEOTECHNICAL ENGINEER PRIOR TO INSTALLING PIPE. 3.SELECT BACKFILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION. 4.BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 8" IN NON-TRAFFIC AREAS. 5.FLOWABLE FILL SHALL MEET SCDOT SPECIFICATIONS FOR EXCAVATABLE FLOWABLE FILL. TAMP WELL UNDER BOTTOM HALF OF PIPE 1.25 X OUTSIDE DIA. 6" MIN. 2 04/05/23 Sheet Title: Sheet Number:Project Number: Date: Drawn By: Project Engineer: Project Manager: REVISIONS: DR A W I N G S A R E P R O P E R T Y O F B R I T T P E T E R S & A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D 1 2 3 4 5 D C B A SEALS 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com 02/28/2023 210620 TAH JAC MPM NO.DATE DESCRIPTION 0 11/12/2021 ISSUE FOR PERMIT 7250 MARKET STREET WILMINGTON, NC 28411 1 02/28/2023 REVIEW COMMENTS 2 04/05/2023 REVIEW COMMENTS SITE DETAILS C6.3 04/05/23 Sheet Title: Sheet Number:Project Number: Date: Drawn By: Project Engineer: Project Manager: REVISIONS: DR A W I N G S A R E P R O P E R T Y O F B R I T T P E T E R S & A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D 1 2 3 4 5 D C B A SEALS 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com 02/28/2023 210620 TAH JAC MPM NO.DATE DESCRIPTION 0 11/12/2021 ISSUE FOR PERMIT 7250 MARKET STREET WILMINGTON, NC 28411 1 02/28/2023 REVIEW COMMENTS 2 04/05/2023 REVIEW COMMENTS SITE DETAILS C6.4 04/05/23 Sheet Title: Sheet Number:Project Number: Date: Drawn By: Project Engineer: Project Manager: REVISIONS: DR A W I N G S A R E P R O P E R T Y O F B R I T T P E T E R S & A S S O C I A T E S , I N C . - A L L R I G H T S R E S E R V E D 1 2 3 4 5 D C B A SEALS 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com 02/28/2023 210620 TAH JAC MPM NO.DATE DESCRIPTION 0 11/12/2021 ISSUE FOR PERMIT 7250 MARKET STREET WILMINGTON, NC 28411 1 02/28/2023 REVIEW COMMENTS 2 04/05/2023 REVIEW COMMENTS SITE DETAILS C6.5 04/05/23 GENERAL NOTES: 1.ALL ITEMS ARE TO BE PURCHASED, PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE. GENERAL CONTRACTOR SHALL USE NATIONAL PURCHASING ACCOUNTS FOR VENDORS LISTED BELOW. 1. EQUIPMENT SCHEDULE#PURCHASED BY INSTALLED BY VENDOR OWNERNEW OIL TANKS 2.USED OIL TANKS 3.PIT FRAMES 4.ROLLING DRAIN PANS 5.OFFICE SHELVING 6.OIL SEPARATOR 7. 8. COOLANT MACHINE 9. PODIUM WORK STATIONS 10. COMPUTERS 11. COMPUTER MONITORS 12. DROP SAFE 13. AIR COMPRESSOR 14. 15. USED OIL PUMP SERVICE AREA SHELVING BACK ROOM SHELVING Current list of Equipment Installers Take 5 Oil Change February 11, 2019 Texas, Oklahoma and Louisiana-- KT Equipment Services Inc Tim Harryman 1530 Rutherford Rd Waxahachie, TX 75165 214-675-9516 Tim@ktequipserv.com Florida up to Atlanta Best Lubrication Equipment, LLC Glenn Best P.O. Box 819 Sharpes, FL 32959 321-261-6450 Glennbest1@gmail.com North Carolina, South Carolina, Virginia and Tennessee Professional Maintenance and Equipment Mark Holden 8015 Maxwell Road Wade, NC 28395 910-591-8915 Mark@Promainequip.com GC GC OWNER GC GC GC GC GC GC OWNER OWNER GC GC GC GC GC GENERAL CONTRACTOR OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER 16.SECURITY CAMERAS 17.BUILDING SIGNS A-102 1 1/2"=1'-0" DUMPSTER SCREEN PLAN A-102 3 1/2"=1'-0" DUMPSTER SCREEN ELEVATIONS A-102 2 1/2"=1'-0" DUMPSTER SCREEN ELEVATIONS ‹ to Build 72 5 0 M A R K E T S T R E E T Fi v e M i n u t e O i l C h a n g e WI L M I N G T O N , N O R T H C A R O L I N A 2 8 4 1 1 TA K E - 5 A-102 4 1/2"=1'-0" REFRIGERATOR STAND © to Build OMITLADDER OMITLADDER