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18043_Civil_Permit_Set_docusign 2023-10-16O DUKE ENERGY PROGRESS LLC.DB 5972 PG 541 LOT 8 ACPR LEASEHOLD LLCDB 5503 PG 155LOT 7 PO R T E R ' S N E C K R D PRIVATE DR O UNIT 3 UNIT 2PORTERS NECK HOSPITALITYVENTURES, LLCDB 6127 PG 319 LOT 4A WENDY'S FIRST CITIZENS BANK LOWE'S SHOPS UNIT 1 SITE MAP This project consists of development of a 1.308 acre tract located at 188 Porters Neck Road (Parcel #3260-52-2811) in New Hanover County, NC. Development will include an 8,845sf mixed-use building with associated parking areas, drives, stormwater drainage, utilities, landscape, etc. Access will be provided via an existing full access driveway on Porters Neck Road Extension and a new full access driveway on the private drive on the east side of the parcel. Water and sewer services are provided by Cape Fear Public Utility Authority. SITEWORK PLANS FOR LOT 5 at PORTERS NECK CROSSING 188 Porters Neck Road Wilmington, NC 28411 New Hanover County SHEET © COPYRIGHT 2023 BY BLUE RIDGE ENGINEERING PLLC, NC LICENSE #P-0205, ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENGINEERING PLLC IS PROHIBITED. PR E P A R E D F O R : PR O J E C T # 18 0 4 3 DR A W N B Y : MD S OR I G I N A L I S S U E D A T E : 10 / 1 6 / 2 0 2 3 Lo t 5 a t P o r t e r s N e c k C r o s s i n g 18 8 P o r t e r s N e c k R o a d Wi l m i n g t o n , N C 2 8 4 1 1 JA Y P O R T E R S N E C K L L C 22 7 C O L V I L L E R D CH A R L O T T E , N C 2 8 2 0 7 FO R P E R M I T T I N G O N L Y - N O T F O R C O N S T R U C T I O N Bl u e R i d g e E n g i n e e r i n g PL L C 92 4 M a i n S t r e e t - S u i t e 2 0 0 No r t h W i l k e s b o r o , N C 2 8 6 5 9 33 6 . 8 3 8 . 2 5 0 0 ww w . r i d g e . b l u e Fi r m # P - 0 2 0 5 NO RT H C AROLI N A M . DEVIN S T A L EY PR O F E S S ION A L ENGINE E R SEAL35010 C-1 Cover Sheet VICINITY MAP DRAWING INDEX PROJECT NARRATIVE Co v e r S h e e t C-1 C-2 Existing Conditions & Demolition Plan C-3 Erosion & Sediment Control Plan - Initial Phase C-4 Erosion & Sediment Control Plan - Final Phase C-5 Site Layout Plan C-6 Grading Plan C-7 Storm Drainage Plan C-8 Utility Plan C-9 Landscape Planting Plan C-10 Erosion & Sediment Control Details C-11 Erosion & Sediment Control Details C-12 Miscellaneous Details C-13 CFPUA Standard Details Hwy 17 By-Pass Plantation Rd Market St Porters Neck Rd Hwy 17 SITE DocuSign Envelope ID: DE3483D1-299D-49E5-9325-619E7A2C505C 10/16/2023 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS 12" Pine 12" Pine 12" Pine 12" Pine 12" Pine 12" Pine 14" Pine 14" Pine 12" Pine 14" Pine 6" Live Oak 6" Oak 5" Oak 3" Oak 7" Oak 8" Oak Multi-stem Crepe Myrtle Multi-stem Crepe Myrtle 5" Oak4" Oak )#S )#S Oak Cluster 2" Oak 3" Oak 3" Oak Oak Cluster DUKE ENERGY PROGRESS LLC. DB 5972 PG 541 LOT 8 ACPR LEASEHOLD LLC DB 5503 PG 155 LOT 7 PORTERS NECK HOSPITALITY VENTURES, LLC DB 6127 PG 319 LOT 4A 55 55 55 55 55 55 55 56 56 55 55 56 55 55 55 O O O O O O O O O O O O O O O O O O ESMT ES M T ES M T ES M T ES M T E S M T E S M T ES M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T E S M T ES M T ES M T ES M T ES M T ES M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT ESM T ESM T ESM T ESM T ESMT ESM T ESM T ESMT ESM T ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ES M T E S M T ES M T ES M T ES M T ES M T E S M T E S M T E S M T ES M T ES M T ES M T ES M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T E S M T ES M T E S M T ES M T ES M T E S M T ES M T ES M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T ES M T ES M T E S M T E S M T E S M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T ES M T E S M T E S M T E S M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMTESMT E S M T E S M T E S M T E S M T E S M T ES M T ESMT ES M T ES M T ES M T ES M T ESM T ESM T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T Water Valve (typ.) LIVE OAKS TO REMAIN ALL EXISTING TREES WITHIN DISTURBED LIMITS TO BE REMOVED UNLESS OTHERWISE SPECIFIED TO REMAIN. REMOVE CURB & GUTTER FOR NEW DRIVEWAY CONNECTION. SEE SITE PLAN. INSTALL TREE PROTECTION FENCE AT DRIP LINE OF ALL TREES TO REMAIN O O O O O O GROVE OF TREES OUTSIDE DISTURBED LIMITS TO REMAIN ALL EXISTING TREES WITHIN DISTURBED LIMITS TO BE REMOVED UNLESS OTHERWISE SPECIFIED TO REMAIN. INSTALL TREE PROTECTION FENCE AT DRIP LINE OF ALL TREES TO REMAIN SHEET © COPYRIGHT 2023 BY BLUE RIDGE ENGINEERING PLLC, NC LICENSE #P-0205, ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENGINEERING PLLC IS PROHIBITED. PR E P A R E D F O R : PR O J E C T # 18 0 4 3 DR A W N B Y : MD S OR I G I N A L I S S U E D A T E : 10 / 1 6 / 2 0 2 3 Lo t 5 a t P o r t e r s N e c k C r o s s i n g 18 8 P o r t e r s N e c k R o a d Wi l m i n g t o n , N C 2 8 4 1 1 JA Y P O R T E R S N E C K L L C 22 7 C O L V I L L E R D CH A R L O T T E , N C 2 8 2 0 7 FO R P E R M I T T I N G O N L Y - N O T F O R C O N S T R U C T I O N Bl u e R i d g e E n g i n e e r i n g PL L C 92 4 M a i n S t r e e t - S u i t e 2 0 0 No r t h W i l k e s b o r o , N C 2 8 6 5 9 33 6 . 8 3 8 . 2 5 0 0 ww w . r i d g e . b l u e Fi r m # P - 0 2 0 5 NOR T H C AROLI N A M . DEVIN S T ALEY PRO F E S SION A L ENGINE E R SEAL35010 SITE NOTES 1.THIS IS NOT A SURVEY. INFORMATION SHOWN TAKEN FROM SURVEY PREPARED BY BLUE RIDGE ENGINEERING PLLC. SEE SURVEY FOR ADDITIONAL INFORMATION. 2.THIS PLAN IS TO BE USED FOR SITE DEVELOPMENT CONSTRUCTION REFERENCE ONLY. CONTRACTOR SHALL IMMEDIATELY NOTIFY BLUE RIDGE ENGINEERING IF CONDITIONS ARE ENCOUNTERED THAT ARE NOT AS SHOWN. 3.BEARINGS ARE RELATIVE TO MAP BOOK 53, PAGE 308, NC GRID, NAD 83(2011). ALL ELEVATIONS SHOWN ARE RELATIVE TO NAVD 88. ALL DISTANCES SHOWN ARE HORIZONTAL DISTANCES IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED. ALL AREAS SHOWN WERE COMPUTED BY COORDINATE COMPUTATION. 4.LOCATIONS OF UTILITIES SHOWN ARE BASED ON EVIDENCE OBSERVED AT THE TIME OF SURVEY. OTHER UTILITIES MAY EXIST THAT ARE NOT SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXISTENCE AND ACTUAL LOCATION OF ALL EXISTING UTILITY LINES, AND TO PROTECT THESE LINES DURING CONSTRUCTION. 3.FLOOD HAZARD: THE PROPERTY LIES WITHIN "ZONE X" OTHER AREAS, AN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. INFORMATION OBTAINED FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), NATIONAL FLOOD INSURANCE PROGRAM (NFIP), FLOOD INSURANCE RATE MAP (FIRM), PANEL NUMBER 3260, MAP NUMBER 3720-3260-00J, HAVING AN EFFECTIVE DATE OF APRIL 3, 2006. Ex i s t i n g C o n d i t i o n s C-2 LEGEND property line (surveyed) Adjoiner line (not surveyed) Tie line (surveyed) Easement Sanitary sewer Water Gas line Underground electric Gas valve Tele. pedestal Sign Light pole Water valve Fire hydrant Oak Tree Live Oak Tree Pine Tree ESMTESMTESMT SSSSSS WWW G GASGASGAS UGEUGEUGE DocuSign Envelope ID: DE3483D1-299D-49E5-9325-619E7A2C505C 10/16/2023 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS Water Valve (typ.) Light pole (typ.) Light pole (typ.) )#S )#S DUKE ENERGY PROGRESS LLC. DB 5972 PG 541 LOT 8 ACPR LEASEHOLD LLC DB 5503 PG 155 LOT 7 PORTERS NECK HOSPITALITY VENTURES, LLC DB 6127 PG 319 LOT 4A 55 55 55 55 55 55 55 56 56 55 55 56 55 55 55 X X X X X X X X X X X X X X X XXXXXXXXXXX XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X O O O O O O O O O O O O O O O O O O INLET PROTECTION, TYP. SEE DETAIL. TEMPORARY CONSTRUCTION ENTRANCE, SEE DETAIL. PERIMETER SEDIMENT FENCE, SEE DETAIL. APPROX. BUILDING PAD PERIMETER, SEE BLDG PLANS. TREE PROTECTION FENCE, TYP. TREE PROTECTION FENCE, TYP. TREE PROTECTION FENCE, TYP. LIMITS OF DISTURBANCE ESMT ES M T ES M T ES M T E S M T ES M T E S M T ES M T ES M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T E S M T ES M T ES M T ES M T ES M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT ESM T ESM T ESM T ESM T ESMT ESM T ESM T ESM T ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ES M T E S M T ES M T ES M T ES M T ES M T ES M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T E S M T ES M T E S M T E S M T ES M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T ES M T ES M T E S M T ES M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMTESMT E S M T E S M T E S M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ESM T ESM T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T C/O Water Valve (typ.) SS O O O O O O INSTALL STORM DRAINAGE DURING INITIAL PHASE CONSTRUCTION. INSTALL STORM DRAINAGE DURING INITIAL PHASE CONSTRUCTION. SHEET © COPYRIGHT 2023 BY BLUE RIDGE ENGINEERING PLLC, NC LICENSE #P-0205, ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENGINEERING PLLC IS PROHIBITED. PR E P A R E D F O R : PR O J E C T # 18 0 4 3 DR A W N B Y : MD S OR I G I N A L I S S U E D A T E : 10 / 1 6 / 2 0 2 3 Lo t 5 a t P o r t e r s N e c k C r o s s i n g 18 8 P o r t e r s N e c k R o a d Wi l m i n g t o n , N C 2 8 4 1 1 JA Y P O R T E R S N E C K L L C 22 7 C O L V I L L E R D CH A R L O T T E , N C 2 8 2 0 7 FO R P E R M I T T I N G O N L Y - N O T F O R C O N S T R U C T I O N Bl u e R i d g e E n g i n e e r i n g PL L C 92 4 M a i n S t r e e t - S u i t e 2 0 0 No r t h W i l k e s b o r o , N C 2 8 6 5 9 33 6 . 8 3 8 . 2 5 0 0 ww w . r i d g e . b l u e Fi r m # P - 0 2 0 5 NOR T H C AROLI N A M . DEVIN S T ALEY PRO F E S SION A L ENGINE E R SEAL35010 Er o s i o n & S e d i m e n t C o n t r o l P l a n , I n i t i a l P h a s e C-3 EROSION & SEDIMENT CONTROL SEQUENCE INITIAL PHASE 1.PRIOR TO LAND DISTURBING ACTIVITIES A PRE-CONSTRUCTION MEETING SHALL BE HELD ON-SITE WITH NEW HANOVER COUNTY, THE CONTACTOR, AND SUBCONTRACTOR(S) PERFORMING THE WORK. CONTACT NEW HANOVER COUNTY AT 910-798-7139 TO SCHEDULE PRECONSTRUCTION MEETING. 2.CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 3.INSTALL PERIMETER SEDIMENT FENCE AS SHOWN. 4.INSTALL INLET PROTECTION AT EXISTING STORM INLETS AS SHOWN. 5.BEGIN CLEARING AND GRUBBING. INSTALL STORM DRAINAGE SYSTEM AND INLET PROTECTION AT EACH NEW INLET. SHAPE SITE TO DRAIN TO NEW INLETS. 6.BEGIN PREPARATION OF BUILDING PAD AND BUILDING CONSTRUCTION. 7.PROVIDE OWNER WITH COPIES OF ALL INSPECTIONS AND RECORDS, WEEKLY. DISTURBED LIMITS (1.22 ACRES) X X SEDIMENT FENCE STONE/WIRE MESH INLET PROTECTION LEGEND SILT SACK INLET PROTECTION NPDES NOTES GROUND STABILIZATION 1.PERIMETER DIKES, SWALES, DITCHES AND SLOPES SHALL BE STABILIZED WITHIN 7 DAYS. 2.ALL AREAS WITHIN HIGH QUALITY WATER (HQW) ZONES SHALL BE STABILIZED WITHIN 7 DAYS. 3.SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITHIN 7 DAYS. IF 10' OR LESS IN LENGTH AND NOT STEEPER THAN 2:1, THEN 14 DAYS IS ALLOWED. 4.SLOPES 3:1 OR FLATTER SHALL BE STABILIZED WITHIN 14 DAYS, BUT SLOPES GREATER THAN 50' IN LENGTH SHALL BE STABILIZED WITHIN 7 DAYS. 5.ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 SHALL BE STABILIZED WITHIN 14 DAYS, UNLESS A PERIMETER MEASURE OR HQW ZONE. BUILDING WASTES HANDLING 1.NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS. 2.DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. 3.EARTHEN-MATERIALS STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. 4.CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS, OR BUFFERS. INSPECTIONS 1.SAME WEEKLY INSPECTION REQUIREMENTS. 2.SAME RAIN GAUGE & INSPECTIONS AFTER 0.5" RAIN EVENT. 3.INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS". 4.INSPECTIONS REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS UNLESS A SITE-SPECIFIC EXEMPTION IS APPROVED. 5.RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST. 6.ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS. SEDIMENT BASINS 1.OUTLET STRUCTURES MUST BE WITHDRAWN FROM BASIN SURFACE UNLESS DRAINAGE AREA IS LESS THAN 1 ACRE. 2.USE ONLY DWQ-APPROVED FLOCCULENTS. NPDES - SPECIFIC PLAN SHEET NOTES 1.THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT NCG010000. 2.THIS PAGE CAN BE APPROVED BY THE COUNTY PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCG010000 ONLY. 3.THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCG010000. 4.THE COUNTY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IS NOT PART OF THE APPROVED PLANS FOR THE PURPOSES OF ENFORCEMENT ACTION UNDER THE CITY CODE. EROSION & SEDIMENT CONTROL NOTES 1.LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL ASSOCIATED PERMITS AND APPROVALS HAVE BEEN OBTAINED FOR THIS WORK. NO WORK SHALL BE PERFORMED OUTSIDE THE DISTURBED LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 2.ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 7 DAYS OF ESTABLISHING FINAL GRADE OR IF CONSTRUCTION ACTIVITY CEASES FOR LONGER THAN 7 DAYS. CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. 3.CONTRACTOR IS RESPONSIBLE FOR ALL REGULATORY INSPECTION REPORTS AND RECORD KEEPING AS REQUIRED. CONTRACTOR SHALL SUPPLY AND INSTALL A RAIN GAUGE ON SITE. 4.SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF A RAINFALL EXCEEDING 0.5 INCHES DURING A 24-HOUR PERIOD OR MORE FREQUENTLY IF REQUIRED BY GOVERNING NPDES GENERAL PERMIT. ANY REPAIRS OR MAINTENANCE DETERMINED NECESSARY SHALL COMMENCE WITHIN 24 HOURS AND BE COMPLETED WITHIN 48 HOURS OF INSPECTION AND REPORT. 5.THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO PREVENT SEDIMENT FROM REACHING ANY EXISTING WATER BODIES OR WETLANDS. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 6.THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING GROUND COVER ON ALL DISTURBED AREAS, INCLUDING ALL SLOPES. ALL SLOPES SHALL BE HYDRO-SEEDED WITH TACKIFIER ADDED. EROSION CONTROL MATTING SHALL ALSO BE PROVIDED ON ALL SLOPES STEEPER THAN 2:1 AND ON ANY OTHER AREAS AS NECESSARY TO PREVENT EROSION AND ESTABLISH GROUND COVER. ANY AREA THAT SHOWS DISTRESS SHALL BE MATTED. 7.EXISTING DRAINAGE PATTERNS SHALL BE MAINTAINED UNLESS OTHERWISE SHOWN ON THE PLANS. ALL AREAS OF THE SITE SHALL BE SHAPED TO DRAIN TO EROSION CONTROL DEVICES. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 8.SILT FENCE STONE OUTLETS SHALL BE INSTALLED IF NECESSARY EVERY 100LF AND AT LOW POINTS ALONG THE SILT FENCE. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT TRAPS (S) OR BASIN(S) BEFORE REACHING 25% FULL AND FROM SILT FENCE BEFORE IT IS 33% FULL. 9.DIVERSION DITCHES SHALL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES SHALL ALSO BE REPAIRED IF DAMAGED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE. 10.THE CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY, METHODS, PROCEDURES AND SEQUENCES OF ITS OPERATIONS. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL FOR ITS OPERATIONS. 11.LOCATIONS OF UTILITIES SHOWN ARE BASED ON EVIDENCE OBSERVED AT THE TIME OF SURVEY. OTHER UTILITIES MAY EXIST THAT ARE NOT SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXISTENCE AND ACTUAL LOCATION OF ALL EXISTING UTILITY LINES, AND TO PROTECT THESE LINES DURING CONSTRUCTION. 12.THE CONTRACTOR SHALL KEEP ALL STREETS AND ROADWAYS CLEAN AT ALL TIMES. THIS SHALL BE ACCOMPLISHED BY STREET SWEEPING AND WASHING AS NECESSARY ON A DAILY BASIS. 13.CONTRACTOR SHALL MAINTAIN AN APPROVED SET OF PLANS ON THE JOB SITE AT ALL TIMES. 14.CONTRACTOR SHALL CONTACT EROSION CONTROL DEPARTMENT PRIOR TO REMOVAL OF ANY EROSION CONTROL MEASURES. DocuSign Envelope ID: DE3483D1-299D-49E5-9325-619E7A2C505C 10/16/2023 Water Valve (typ.) Light pole (typ.) Light pole (typ.) )#S )#S O O O O O O O DUKE ENERGY PROGRESS LLC. DB 5972 PG 541 LOT 8 ACPR LEASEHOLD LLC DB 5503 PG 155 LOT 7 PO R T E R ' S N E C K R D PRIVATE DR O O O O O UNIT 3 UNIT 2 PORTERS NECK HOSPITALITY VENTURES, LLC DB 6127 PG 319 LOT 4A WENDY'S FIRST CITIZENS BANK LOWE'S SHOPS UNIT 1 55 55 55 55 55 55 55 56 56 55 55 56 55 55 55 X X X X X X X X X X X X X X X XXXXXXXXXXX XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X INLET PROTECTION, TYP. SEE DETAIL. TEMPORARY CONSTRUCTION ENTRANCE, SEE DETAIL. PERIMETER SEDIMENT FENCE, SEE DETAIL. C/O S S SS S S SS S S S S SS S S SS SS SS SS S S SS SS S S SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 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 W W W W W W W W Water Valve (typ.) SS 55 5 5 55 55 5555 55 56 56 5 6 55 55 56 54 55 INSTALL STORM DRAINAGE DURING INITIAL PHASE CONSTRUCTION. INSTALL STORM DRAINAGE DURING INITIAL PHASE CONSTRUCTION. 55 55 55 55 55 56 5 5 56 56 SHEET © COPYRIGHT 2023 BY BLUE RIDGE ENGINEERING PLLC, NC LICENSE #P-0205, ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENGINEERING PLLC IS PROHIBITED. PR E P A R E D F O R : PR O J E C T # 18 0 4 3 DR A W N B Y : MD S OR I G I N A L I S S U E D A T E : 10 / 1 6 / 2 0 2 3 Lo t 5 a t P o r t e r s N e c k C r o s s i n g 18 8 P o r t e r s N e c k R o a d Wi l m i n g t o n , N C 2 8 4 1 1 JA Y P O R T E R S N E C K L L C 22 7 C O L V I L L E R D CH A R L O T T E , N C 2 8 2 0 7 FO R P E R M I T T I N G O N L Y - N O T F O R C O N S T R U C T I O N Bl u e R i d g e E n g i n e e r i n g PL L C 92 4 M a i n S t r e e t - S u i t e 2 0 0 No r t h W i l k e s b o r o , N C 2 8 6 5 9 33 6 . 8 3 8 . 2 5 0 0 ww w . r i d g e . b l u e Fi r m # P - 0 2 0 5 NOR T H C AROLI N A M . DEVIN S T ALEY PRO F E S SION A L ENGINE E R SEAL35010 Er o s i o n & S e d i m e n t C o n t r o l P l a n , F i n a l P h a s e C-4 EROSION CONTROL SEQUENCE FINAL PHASE 1.COMMENCE SITE GRADING. 2.MAINTAIN PERIMETER PROTECTION MEASURES AND INLET PROTECTION AT LOCATIONS SHOWN. SWEEP EXISTING STREETS AND ACCESS DRIVES AS NECESSARY TO KEEP CLEAN AND FREE OF SEDIMENT. 3.PROVIDE OWNER WITH COPIES OF ALL INSPECTIONS AND RECORDS, WEEKLY. 4.FINALIZE PAVEMENT SUB-GRADE PREPARATION. MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE UNTIL STONE BASE IS INSTALLED. 5.INSTALL CURB AND GUTTER. INLET PROTECTION MAY BE REMOVED TEMPORARILY FOR THIS WORK. REPLACE ANY REMOVED INLET PROTECTION AT THE END OF EACH DAY. 6.COMPLETE FINAL GRADING, BACKFILLING AND PERMANENT SEEDING, PLANTING AND MULCHING STABILIZATION. REPAIR ANY RUTTING OR WASHOUTS OF SLOPES AND OTHER AREAS UNTIL FINAL STABILIZATION IS ACHIEVED. 7.INSTALL STONE BASE MATERIAL AS REQUIRED FOR PAVEMENT. IF NECESSARY, REMOVE INLET PROTECTION AROUND INLETS AND MANHOLES IMMEDIATELY PRIOR TO PLACING STABILIZED BASE COURSE. 8.INSTALL PAVEMENT. INLET PROTECTION IS TO REMAIN AT ALL INLETS UNTIL CONTRIBUTING AREA ACHIEVES FINAL STABILIZATION AND/OR ALL POTENTIAL POLLUTANT SOURCES ARE ELIMINATED. 9.INSPECT AND CLEAN STORM DRAINAGE SYSTEM. INSPECTIONS, MAINTENANCE, RECORD KEEPING AND SITE POSTING SHALL CONTINUE UNTIL FINAL STABILIZATION. 10.COORDINATE WITH OWNER AS NECESSARY TO "CLOSE OUT" OR "TURN OVER" MAINTENANCE RESPONSIBILITY ON THE PROJECT. NPDES NOTES GROUND STABILIZATION 1.PERIMETER DIKES, SWALES, DITCHES AND SLOPES SHALL BE STABILIZED WITHIN 7 DAYS. 2.ALL AREAS WITHIN HIGH QUALITY WATER (HQW) ZONES SHALL BE STABILIZED WITHIN 7 DAYS. 3.SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITHIN 7 DAYS. IF 10' OR LESS IN LENGTH AND NOT STEEPER THAN 2:1, THEN 14 DAYS IS ALLOWED. 4.SLOPES 3:1 OR FLATTER SHALL BE STABILIZED WITHIN 14 DAYS, BUT SLOPES GREATER THAN 50' IN LENGTH SHALL BE STABILIZED WITHIN 7 DAYS. 5.ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 SHALL BE STABILIZED WITHIN 14 DAYS, UNLESS A PERIMETER MEASURE OR HQW ZONE. BUILDING WASTES HANDLING 1.NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS. 2.DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. 3.EARTHEN-MATERIALS STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. 4.CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS, OR BUFFERS. INSPECTIONS 1.SAME WEEKLY INSPECTION REQUIREMENTS. 2.SAME RAIN GAUGE & INSPECTIONS AFTER 0.5" RAIN EVENT. 3.INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS". 4.INSPECTIONS REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS UNLESS A SITE-SPECIFIC EXEMPTION IS APPROVED. 5.RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST. 6.ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS. SEDIMENT BASINS 1.OUTLET STRUCTURES MUST BE WITHDRAWN FROM BASIN SURFACE UNLESS DRAINAGE AREA IS LESS THAN 1 ACRE. 2.USE ONLY DWQ-APPROVED FLOCCULENTS. NPDES - SPECIFIC PLAN SHEET NOTES 1.THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT NCG010000. 2.THIS PAGE CAN BE APPROVED BY THE COUNTY PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCG010000 ONLY. 3.THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCG010000. 4.THE COUNTY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IS NOT PART OF THE APPROVED PLANS FOR THE PURPOSES OF ENFORCEMENT ACTION UNDER THE CITY CODE. EROSION & SEDIMENT CONTROL NOTES 1.LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL ASSOCIATED PERMITS AND APPROVALS HAVE BEEN OBTAINED FOR THIS WORK. NO WORK SHALL BE PERFORMED OUTSIDE THE DISTURBED LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 2.ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 7 DAYS OF ESTABLISHING FINAL GRADE OR IF CONSTRUCTION ACTIVITY CEASES FOR LONGER THAN 7 DAYS. CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. 3.CONTRACTOR IS RESPONSIBLE FOR ALL REGULATORY INSPECTION REPORTS AND RECORD KEEPING AS REQUIRED. CONTRACTOR SHALL SUPPLY AND INSTALL A RAIN GAUGE ON SITE. 4.SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF A RAINFALL EXCEEDING 0.5 INCHES DURING A 24-HOUR PERIOD OR MORE FREQUENTLY IF REQUIRED BY GOVERNING NPDES GENERAL PERMIT. ANY REPAIRS OR MAINTENANCE DETERMINED NECESSARY SHALL COMMENCE WITHIN 24 HOURS AND BE COMPLETED WITHIN 48 HOURS OF INSPECTION AND REPORT. 5.THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO PREVENT SEDIMENT FROM REACHING ANY EXISTING WATER BODIES OR WETLANDS. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 6.THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING GROUND COVER ON ALL DISTURBED AREAS, INCLUDING ALL SLOPES. ALL SLOPES SHALL BE HYDRO-SEEDED WITH TACKIFIER ADDED. EROSION CONTROL MATTING SHALL ALSO BE PROVIDED ON ALL SLOPES STEEPER THAN 2:1 AND ON ANY OTHER AREAS AS NECESSARY TO PREVENT EROSION AND ESTABLISH GROUND COVER. ANY AREA THAT SHOWS DISTRESS SHALL BE MATTED. 7.EXISTING DRAINAGE PATTERNS SHALL BE MAINTAINED UNLESS OTHERWISE SHOWN ON THE PLANS. ALL AREAS OF THE SITE SHALL BE SHAPED TO DRAIN TO EROSION CONTROL DEVICES. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 8.SILT FENCE STONE OUTLETS SHALL BE INSTALLED IF NECESSARY EVERY 100LF AND AT LOW POINTS ALONG THE SILT FENCE. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT TRAPS (S) OR BASIN(S) BEFORE REACHING 25% FULL AND FROM SILT FENCE BEFORE IT IS 33% FULL. 9.DIVERSION DITCHES SHALL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES SHALL ALSO BE REPAIRED IF DAMAGED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE. 10.THE CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY, METHODS, PROCEDURES AND SEQUENCES OF ITS OPERATIONS. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL FOR ITS OPERATIONS. 11.LOCATIONS OF UTILITIES SHOWN ARE BASED ON EVIDENCE OBSERVED AT THE TIME OF SURVEY. OTHER UTILITIES MAY EXIST THAT ARE NOT SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXISTENCE AND ACTUAL LOCATION OF ALL EXISTING UTILITY LINES, AND TO PROTECT THESE LINES DURING CONSTRUCTION. 12.THE CONTRACTOR SHALL KEEP ALL STREETS AND ROADWAYS CLEAN AT ALL TIMES. THIS SHALL BE ACCOMPLISHED BY STREET SWEEPING AND WASHING AS NECESSARY ON A DAILY BASIS. 13.CONTRACTOR SHALL MAINTAIN AN APPROVED SET OF PLANS ON THE JOB SITE AT ALL TIMES. 14.CONTRACTOR SHALL CONTACT EROSION CONTROL DEPARTMENT PRIOR TO REMOVAL OF ANY EROSION CONTROL MEASURES. DISTURBED LIMITS (1.22 ACRES) X X SEDIMENT FENCE STONE/WIRE MESH INLET PROTECTION LEGEND SILT SACK INLET PROTECTION DocuSign Envelope ID: DE3483D1-299D-49E5-9325-619E7A2C505C 10/16/2023 S3 3 ° 0 4 ' 4 2 " E 61 . 0 0 ' ( t i e ) )#S )#S O O O O O O O 11 14 4" WIDE STRIPED LANE LINE "WHITE" DUKE ENERGY PROGRESS LLC. DB 5972 PG 541 LOT 8 ACPR LEASEHOLD LLC DB 5503 PG 155 LOT 7 24. 0 ' 13 EXISTING FULL ACCESS DRIVEWAY 18.0' 9. 0 ' 5.0' PROPOSED FULL ACCESS DRIVEWAY 18.0' 18.0' 9. 0 ' 18 . 0 ' 9.0' TIE TO EX. CURB EX. LIGHT POLE PO R T E R ' S N E C K R D PRIVATE DR 25' SHOD SETBACK 25' SHOD SETBACK9.0' 18 . 0 ' 12 24.0' 24.0' PROPOSED DUMPSTER ENCLOSURE 5. 0 ' O O O O O UNIT 3 UNIT 2 9 29.5' 3 0 . 0 ' TIE TO EX. CURB PORTERS NECK HOSPITALITY VENTURES, LLC DB 6127 PG 319 LOT 4A 5.5' 6.0' 7.3' ADA PARKING SIGN IN BOLLARD 4" DIAGONAL PAVEMENT STRIPES "WHITE", 2' O.C. 4" DIAGONAL PAVEMENT STRIPES "WHITE" 2' O.C. 8. 0 ' 8. 0 ' 9. 0 ' 24.0' 24" CURB & GUTTER ADA SIDEWALK RAMP 'A' ADA RAMP 'B' STANDARD DUTY ASPHALT PAVEMENT 4. 0 ' CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE DUMPSTER PAD ADA PAVEMENT MARKING "WHITE" 4" WIDE STRIPED LANE LINE "WHITE" PATIO (SEE ARCH. PLANS) WENDY'S FIRST CITIZENS BANK R18' R15'R15' R15' R9' LOWE'S SHOPS 3.5' RAISED PLANTER. SEE BLDG PLANS. 8. 0 ' 7.0' SIDEWALK RAMP ADA PARKING SIGN ADA PARKING SIGN (VAN) 8. 0 ' 14 UNIT 1 5.5' PLANT BED PLANT BED PLANT BED PLANT BED PLANT BED PLANT BED PLANT BED 10.5' 6.0' CONCRETE SIDEWALK 4.6' PLANT BED 9.0' 19. 5 ' FFE: 56.75 FFE: 56.75 FFE: 56.75 PROPOSED SIGN (TO BE PERMITTED SEPARATELY) SS EXTEND EXISTING 15" PIPE TO CB-4 EXTEND EXISTING 18" PIPE TO CB-1 SITE LAYOUT NOTES 1.THIS IS NOT A PROPERTY SURVEY. SEE SURVEY FOR BOUNDARY INFORMATION. 2.ALL WORK SHALL COMPLY WITH LOCAL ORDINANCES, NCDOT STANDARDS AND OWNER SPECIFICATIONS. ALL SIGNS AND PAVEMENT MARKINGS SHALL COMPLY WITH MUTCD STANDARD. 3.BLUE RIDGE ENGINEERING SHALL PROVIDE ALL CONSTRUCTION LAYOUT AND STAKING REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING FOR CONSTRUCTION LAYOUT AND STAKING SERVICES PROVIDED. CONTRACTOR SHALL IMMEDIATELY NOTIFY BLUE RIDGE ENGINEERING IF CONDITIONS ARE ENCOUNTERED THAT ARE NOT AS SHOWN. 4.CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY, METHODS, PROCEDURES AND SEQUENCES OF ITS OPERATIONS. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL FOR ITS OPERATIONS IN COMPLIANCE WITH MUTCD AND NCDOT STANDARDS. CONTRACTOR SHALL NOTIFY NCDOT, OWNER, AND ENGINEER AT LEAST 72 HOURS IN ADVANCE OF ANY LANE CLOSURE OR TRAFFIC SHIFT. 5.ALL WORK IS SUBJECT TO INSPECTION OF THE OWNER, ENGINEER AND AUTHORITIES HAVING JURISDICTION. THE OWNER SHALL PAY FOR ALL QUALITY ASSURANCE TESTING REQUIRED. CONTRACTOR SHALL PROTECT THE WORK UNTIL SUCH TIME THAT THE PROJECT IS APPROVED AND OPENED TO TRAFFIC. 6.SUBGRADE SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO PLACEMENT OF STONE BASE. CONTRACTOR SHALL PROVIDE A LOADED TRUCK FOR ALL PROOF-ROLLS REQUIRED. 7.STONE BASE SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO ASPHALT PLACEMENT. CONTRACTOR SHALL PROVIDE A LOADED TRUCK FOR ALL PROOF-ROLLS REQUIRED. 8.PAVING CONTRACTOR SHALL PROVIDE A CERTIFIED ROADWAY QUALITY CONTROL TECHNICIAN WITH A NUCLEAR GAGE AT ALL TIMES ASPHALT IS BEING PLACED. IF REQUESTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ASPHALT CORE SAMPLES FOR VERIFICATION OF COMPACTION AND THICKNESS. 9.SLOPES IN HANDICAP PARKING SPACES AND ACCESS AISLE AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION INCLUDING THE DIAGONAL. 10.CONTRACTOR SHALL MAINTAIN AN APPROVED SET OF PLANS ON THE JOB SITE AT ALL TIMES. SITE LOCATION MAP Si t e L a y o u t P l a n C-56040200 1" = 20'SCALE: SITE DATA GENERAL LATITUDE 34°18'04" N LONGITUDE 77°47'26" W PIN 3260-52-2811 LOT AREA 1.308 AC. (56,976SF) ZONING B-1 SETBACKS (SHOD) FRONT YARD 25' REAR YARD 25' SIDE YARD 25' PROPOSED USE UNIT 1 (RESTAURANT)3,120 SF UNIT 2 (RETAIL)3,388 SF UNIT 3 (RESTAURANT)2,337 SF TOTAL 8,845 SF PARKING REQUIRED: RESTAURANT 6 SPACES PER 1000 SF OF SEATING AREA(22) RETAIL 2.5 SPACES PER 1000 SF (9) TOTAL 31 PARKING PROVIDED REGULAR 70 ADA 3 TOTAL 73 IMPERVIOUS AREA MAX ALLOWABLE (80%)45,581 SF (1.046 AC.) PROPOSED 44,548 SF (1.023 AC.) FUTURE IMPERIOUS ALLOWED 1,033 SF Hwy 17 By-Pass Plantation Rd Market St Porters Neck Rd Hwy 17 SITE SHEET © COPYRIGHT 2023 BY BLUE RIDGE ENGINEERING PLLC, NC LICENSE #P-0205, ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENGINEERING PLLC IS PROHIBITED. PR E P A R E D F O R : PR O J E C T # 18 0 4 3 DR A W N B Y : MD S OR I G I N A L I S S U E D A T E : 10 / 1 6 / 2 0 2 3 Lo t 5 a t P o r t e r s N e c k C r o s s i n g 18 8 P o r t e r s N e c k R o a d Wi l m i n g t o n , N C 2 8 4 1 1 JA Y P O R T E R S N E C K L L C 22 7 C O L V I L L E R D CH A R L O T T E , N C 2 8 2 0 7 FO R P E R M I T T I N G O N L Y - N O T F O R C O N S T R U C T I O N Bl u e R i d g e E n g i n e e r i n g PL L C 92 4 M a i n S t r e e t - S u i t e 2 0 0 No r t h W i l k e s b o r o , N C 2 8 6 5 9 33 6 . 8 3 8 . 2 5 0 0 ww w . r i d g e . b l u e Fi r m # P - 0 2 0 5 NOR T H C AROLI N A M . DEVIN S T ALEY PRO F E S SION A L ENGINE E R SEAL35010 DocuSign Envelope ID: DE3483D1-299D-49E5-9325-619E7A2C505C 10/16/2023 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS Water Valve (typ.) )#S )#S O O O O O O O PO R T E R ' S N E C K R D PRIVATE DR O O O O O UNIT 3 UNIT 2 WENDY'S FIRST CITIZENS BANK LOWE'S SHOPS 2.8% 2.1 % 2.9% 4.2 % 4. 2 % 3.4% 1.8 % 4.3% UNIT 1 FFE: 56.75 FFE: 56.75 FFE: 56.75 55 55 55 55 55 55 55 56 56 55 55 56 55 55 55 ESMT ES M T ES M T ES M T ES M T ES M T ES M T ES M T E S M T ES M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T E S M T E S M T ES M T ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT ESM T ESM T ESM T ESM T ESM T ESM T ESM T ESM T ESM T ESM T ESM T ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ES M T ES M T ES M T E S M T E S M T ES M T ES M T ES M T ES M T E S M T E S M T E S M T ES M T ES M T ES M T ES M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T E S M T E S M T ES M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMTESMT E S M T E S M T E S M T E S M T ES M T ES M T ESMT ES M T ES M T ES M T ES M T ESM T ESM T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T Water Valve (typ.) 55 5 5 55 55 5555 55 56 56 5 6 55 55 56 54 55 55 56.07 56.5756.75 56.75 56.75 56.75 56.73 56.75 56.75 56.75 56.75 1.2% 56.60 56.36 56.17 56.57 56.57 56.07 55 55 55 55 56 1.3% 1.2% 1.5% 56.15 56.65 56.65 2 . 1 % 5 5 5656.61 56.57 56 CLEARING AND GRADING NOTES 1.GRADING SHALL NOT PROCEED UNTIL APPROPRIATE EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2.LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL ASSOCIATED PERMITS AND APPROVALS HAVE BEEN OBTAINED FOR THIS WORK. NO WORK SHALL BE PERFORMED OUTSIDE THE DISTURBED LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL ORDINANCES. CONTRACTOR IS RESPONSIBLE FOR ALL NESHAP NOTIFICATIONS REQUIRED. ALL SUCH NOTIFICATIONS SHALL BE MADE AT LEAST TWO WEEKS PRIOR TO ANY DEMOLITION WORK. 3.ALL ASPHALT, TREES, STUMPS, BRUSH, ROOTS, STRUCTURES, WALLS, FOUNDATIONS, CURBS, TANKS, BARRELS, FLOOR SLABS, CONCRETE, METAL, SEPTIC TANKS, FENCING, SIGNS, POLES, TRASH, OTHER DEBRIS, AND UNSUITABLE FILL MATERIAL SHALL BE PROPERLY DISPOSED OF OFF-SITE. ALL PAVEMENT AND CONCRETE EDGES SHALL BE SAWCUT. ALL CONCRETE SHALL BE REMOVED/REPLACED TO THE NEAREST JOINT. STORM DRAINAGE BOXES, GRATES AND PIPE TO BE REMOVED MAY BE REUSED IF FOUND TO BE SUITABLE BY THE ENGINEER, UNLESS OTHERWISE NOTED. 4.CERTAIN TREES WITHIN 10 FEET OF THE TOP OF ANY CUT SLOPE MAY BE REQUIRED TO BE REMOVED AT THE DISCRETION OF THE ENGINEER. CERTAIN TREES WITHIN 5 FEET OF THE CLEARING LIMITS SHOWN ON THE DRAWINGS MAY BE REQUIRED TO BE REMOVED AT THE DISCRETION OF THE ENGINEER. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY, METHODS, MEANS, PROCEDURES AND SEQUENCES OF ITS OPERATIONS. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL FOR ITS OPERATIONS. CONTRACTOR SHALL INSTALL ABUNDANT ORANGE SAFETY FENCING ON THE PROJECT TO PREVENT OTHERS FROM ENTERING THE WORK AREA. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY FENCING AS NECESSARY FOR THE DURATION OF THE PROJECT. 6.THE LOCATION OF UTILITIES SHOWN ON THE PLANS SHALL BE CONSIDERED APPROXIMATE. ALL UTILITIES MAY NOT BE SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXISTENCE AND ACTUAL LOCATION OF ALL EXISTING UTILITY LINES WHETHER SHOWN ON THE PLANS OR NOT. CONTRACTOR SHALL CONTACT ULOCO. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR WITHIN RIGHT-OF-WAY PRIOR TO EXCAVATION. UTILITY ADJUSTMENTS AND/OR REMOVAL/RELOCATION IS INCLUDED IN THE SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE FOR WORK ASSOCIATED WITH MAINTAINING/REPAIRING UTILITY SERVICES AS NECESSARY. 7.BLUE RIDGE ENGINEERING SHALL PROVIDE ALL CONSTRUCTION LAYOUT AND STAKING REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING FOR CONSTRUCTION LAYOUT AND STAKING SERVICES PROVIDED. THE CONTRACTOR SHALL PROVIDE BLUE RIDGE ENGINEERING 48 HOURS NOTICE FOR ANY STAKING SERVICES REQUESTED.CONTRACTOR SHALL IMMEDIATELY NOTIFY BLUE RIDGE ENGINEERING IF CONDITIONS ARE ENCOUNTERED THAT ARE NOT AS SHOWN. 8.ALL FILL PLACED SHALL PASS A PROOF-ROLL TEST BEFORE AND AFTER INSTALLATION OF STONE BASE, SLABS OR PAVEMENTS. SUBGRADE SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO PLACEMENT OF STONE BASE. STONE BASE SHALL BE INSPECTED AND ACCEPTED BY THE ENGINEER PRIOR TO PLACEMENT OF ASPHALT. CONTRACTOR SHALL PROVIDE A LOADED TRUCK FOR ALL PROOF-ROLLS REQUIRED. 9.ALL WORK IS SUBJECT TO INSPECTION OF THE OWNER, ENGINEER AND AUTHORITIES HAVING JURISDICTION. THE OWNER SHALL PAY FOR ALL QUALITY ASSURANCE TESTING REQUIRED. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY APPROVALS, PERMITS, ETC. AND FOR PROPER DISPOSAL OF ANY MATERIAL REMOVED FROM THE SITE. 11.EXISTING DRAINAGE PATTERNS SHALL BE MAINTAINED UNLESS OTHERWISE SHOWN ON THE PLANS. ALL AREAS OF THE SITE SHALL BE SHAPED TO DRAIN TO EROSION CONTROL DEVICES. 12.THE CONTRACTOR SHALL KEEP ALL STREETS AND ROADWAYS CLEAN. THIS SHALL BE ACCOMPLISHED BY STREET SWEEPING AND WASHING AS NECESSARY ON A DAILY BASIS. 13.ALL FILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT. DRYING OR WETTING OF FILL MATERIAL MAY BE REQUIRED TO COMPLY WITH MOISTURE LIMITS SPECIFIED. IF NO GEOTECHNICAL STUDY HAS BEEN PERFORMED, ALL EARTHWORK PLACED SHALL BE WITHIN 5% OF OPTIMUM MOISTURE AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR. 14.THE CONTRACTOR SHALL SMOOTH AND BLEND IN ALL GRADE TRANSITIONS AND PROVIDE POSITIVE DRAINAGE AROUND ALL BUILDINGS. THE TOP OF SLOPE FOR ALL CUT SLOPES SHALL BE ROUNDED. THE FINAL GRADE OF ALL CUT SLOPES SHALL BE SCARIFIED AND TRACKED AS NECESSARY FOR ESTABLISHMENT OF GROUND COVER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY CLARIFICATION IS NEEDED CONCERNING THE INTENT OF THE DRAWINGS, INCLUDING SPOT GRADES, CONTOUR LINES, BREAK POINTS, DRAINAGE PATTERNS, ETC. THE CONTRACTOR SHALL DRAG AND RAKE THE ENTIRE SITE AND LEAVE THE ENTIRE SITE IN A CLEAN, NEAT, SMOOTH CONDITIONS SUITABLE FOR MOWING. 15.SLOPES IN ADA PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2% IN ANY DIRECTION INCLUDING THE DIAGONAL. 16.THIS PROJECT MAY INCLUDE MATERIAL TO BE IMPORTED/EXPORTED TO/FROM THIS SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITTING AND APPROVALS REQUIRED FOR ANY OFF-SITE BORROW AREAS OR WASTE AREAS. 17.CONTRACTOR SHALL MAINTAIN A STAMPED APPROVED SET OF PLANS ON THE JOB SITE AT ALL TIMES. SHEET © COPYRIGHT 2023 BY BLUE RIDGE ENGINEERING PLLC, NC LICENSE #P-0205, ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENGINEERING PLLC IS PROHIBITED. PR E P A R E D F O R : PR O J E C T # 18 0 4 3 DR A W N B Y : MD S OR I G I N A L I S S U E D A T E : 10 / 1 6 / 2 0 2 3 Lo t 5 a t P o r t e r s N e c k C r o s s i n g 18 8 P o r t e r s N e c k R o a d Wi l m i n g t o n , N C 2 8 4 1 1 JA Y P O R T E R S N E C K L L C 22 7 C O L V I L L E R D CH A R L O T T E , N C 2 8 2 0 7 FO R P E R M I T T I N G O N L Y - N O T F O R C O N S T R U C T I O N Bl u e R i d g e E n g i n e e r i n g PL L C 92 4 M a i n S t r e e t - S u i t e 2 0 0 No r t h W i l k e s b o r o , N C 2 8 6 5 9 33 6 . 8 3 8 . 2 5 0 0 ww w . r i d g e . b l u e Fi r m # P - 0 2 0 5 NOR T H C AROLI N A M . DEVIN S T ALEY PRO F E S SION A L ENGINE E R SEAL35010 Gr a d i n g P l a n C-6 SCALE: 1" = 20' 0 20 40 60 DocuSign Envelope ID: DE3483D1-299D-49E5-9325-619E7A2C505C 10/16/2023 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS Water Valve (typ.) Light pole (typ.) Light pole (typ.) )#S )#S O O O O O O O PO R T E R ' S N E C K R D PRIVATE DR O O O O O UNIT 3 UNIT 2 WENDY'S FIRST CITIZENS BANK LOWE'S CB-6 BC:55.35 INV.OUT:51.85 JB-5 RIM:55.53 INV.IN:51.60 INV.OUT:51.50 15 " R C P 51L F @ 0 . 5 0 % CB-4 BC:54.29 INV.IN:51.27 NE INV.OUT:51.17 15" RCP 45LF @ 0.50% 15" RCP 5LF @ 0.50% CB-3 BC:54.92 INV.OUT:50.50 CB-2 BC:54.76 INV.IN:49.88 N INV.OUT:49.78 15 " R C P 124 L F @ 0 . 5 0 % CB-1 BC:54.85 INV.IN:49.21 NE INV.OUT:49.11 15" R C P115L F @ 0 . 5 0 % 18" RCP 5LF @ 0.50% SHOPS UNIT 1 FFE: 56.75 FFE: 56.75 FFE: 56.75 ESMT ES M T ES M T ES M T ES M T ES M T ES M T ES M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T E S M T E S M T ES M T ES M T ES M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T E S M T E S M T ES M T ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT ESM T ESM T ESM T ESM T ESM T ESM T ESM T ESM T ESMT ESM T ESM T ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ES M T ES M T ES M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T E S M T E S M T ES M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T ES M T E S M T ES M T ES M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMTESMT E S M T E S M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ESM T ESM T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T Water Valve (typ.) EXTEND EXISTING 15" PIPE TO CB-4 EXTEND EXISTING 18" PIPE TO CB-1 STORM DRAINAGE NOTES 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY, METHODS, MEANS, PROCEDURES AND SEQUENCES OF ITS OPERATIONS. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL FOR ITS OPERATIONS. 2.THE LOCATION OF UTILITIES SHOWN ON THE PLANS SHALL BE CONSIDERED APPROXIMATE. ALL UTILITIES MAY NOT BE SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXISTENCE AND ACTUAL LOCATION OF ALL EXISTING UTILITY LINES WHETHER SHOWN ON THE PLANS OR NOT. CONTRACTOR SHALL CONTACT ULOCO. 3.BLUE RIDGE ENGINEERING SHALL PROVIDE ALL CONSTRUCTION LAYOUT AND STAKING REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING FOR CONSTRUCTION LAYOUT AND STAKING SERVICES PROVIDED. CONTRACTOR SHALL PROVIDE BLUE RIDGE ENGINEERING 48 HOURS NOTICE FOR ANY STAKING REQUESTED. 4.DURING STORM DRAIN PIPING INSTALLATION, PIPE ENDS SHALL BE PROTECTED OVERNIGHT WITH FILTER FABRIC, WASHED STONE, OR OTHER APPROPRIATE MEASURES TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM SHOULD A RAINFALL EVENT OCCUR. 5.ALL BACKFILL IN UTILITY TRENCHES SHALL BE TESTED. ALL BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. DRYING OR WETTING OF FILL MATERIAL MAY BE REQUIRED TO COMPLY WITH MOISTURE LIMITS SPECIFIED. IF NO GEOTECHNICAL STUDY HAS BEEN PERFORMED, ALL EARTHWORK PLACED SHALL BE WITHIN 5% OF OPTIMUM MOISTURE AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR. 6.ALL WORK IS SUBJECT TO INSPECTION OF THE OWNER, ENGINEER AND AUTHORITIES HAVING JURISDICTION. THE OWNER SHALL PAY FOR ALL QUALITY ASSURANCE TESTING REQUIRED. 7.ALL DRAINAGE STRUCTURES SHALL BE PRE-CAST AND SHALL CONFORM TO NCDOT STANDARD #840 UNLESS OTHERWISE APPROVED BY THE ENGINEER . ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED FOR HEAVY DUTY TRAFFIC LOADING. 8.ALL STORM DRAIN BOX INVERTS SHALL BE GROUTED OR FILLED WITH CONCRETE SO THAT THERE IS NO SUMP WITH STANDING WATER UPON COMPLETION. 9.WHERE PIPE CONNECTIONS ARE MADE AT BOXES, VOID SPACES SHALL BE GROUTED SOLID WITH MINIMUM 6" MASONRY/GROUT. 10.ALL STORM DRAINAGE PIPE SHALL BE REINFORCED CONCRETE PIPE, CLASS III, UNLESS OTHERWISE NOTED ON THE PLANS. WHERE HDPE PIPE IS SHOWN, IT SHALL BE DUAL-WALL, PER ASTM F2648 WITH RUBBER GASKETS PER ASTM F477. STORM DRAINAGE BOXES, GRATES AND PIPE TO BE REMOVED MAY BE REUSED IF FOUND TO BE SUITABLE BY THE ENGINEER, UNLESS OTHERWISE NOTED. 11.CONCRETE ANCHOR FOOTINGS SHALL BE INSTALLED ON ALL STORM DRAINAGE PIPING EXCEEDING 20% SLOPE. 12.ALL CATCH BASIN FRAMES, GRATES, AND HOODS SHALL CONFORM TO NCDOT STANDARD #840.03, TYPE E, UNLESS OTHERWISE NOTED. ALL JUNCTION BOX MANHOLE FRAMES AND COVERS SHALL CONFORM TO NCDOT STANDARD #840.54, UNLESS OTHERWISE NOTED. ALL PIPE PLUGS SHALL CONFORM TO NCDOT STANDARD #840.71, UNLESS OTHERWISE NOTED. SHEET © COPYRIGHT 2023 BY BLUE RIDGE ENGINEERING PLLC, NC LICENSE #P-0205, ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENGINEERING PLLC IS PROHIBITED. PR E P A R E D F O R : PR O J E C T # 18 0 4 3 DR A W N B Y : MD S OR I G I N A L I S S U E D A T E : 10 / 1 6 / 2 0 2 3 Lo t 5 a t P o r t e r s N e c k C r o s s i n g 18 8 P o r t e r s N e c k R o a d Wi l m i n g t o n , N C 2 8 4 1 1 JA Y P O R T E R S N E C K L L C 22 7 C O L V I L L E R D CH A R L O T T E , N C 2 8 2 0 7 FO R P E R M I T T I N G O N L Y - N O T F O R C O N S T R U C T I O N Bl u e R i d g e E n g i n e e r i n g PL L C 92 4 M a i n S t r e e t - S u i t e 2 0 0 No r t h W i l k e s b o r o , N C 2 8 6 5 9 33 6 . 8 3 8 . 2 5 0 0 ww w . r i d g e . b l u e Fi r m # P - 0 2 0 5 NOR T H C AROLI N A M . DEVIN S T ALEY PRO F E S SION A L ENGINE E R SEAL35010 St o r m D r a i n a g e P l a n C-7 SCALE: 1" = 20' 0 20 40 60 NOTICE THE EXISTING DWQ STORMWATER PERMIT ALLOWS 80% MAXIMUM IMPERVIOUS AREA ON LOT 5. LOT 5 ACREAGE: 1.308 ACRES PROPOSED IMPERVIOUS AREA: (78.2%) 1.023 ACRES ALLOWABLE IMPERVIOUS AREA (80%): 1.046 ACRES THIS PLAN COMPLIES WITH THE EXISTING DWQ AND NHC STORMWATER PERMITS. DESIGNER'S PLAN CERTIFICATION "I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN MANUAL." SIGNATURE: PRINTED NAME AND TITLE: DATE: REGISTRATION #: PROPERTY OWNER CERTIFICATION "I (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON RECEIPT OF "AUTHORIZATION-TO-CONSTRUCT" ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT, WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH CAROLINA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART OF THIS PLAN. AS THE OWNER, I (WE) ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. I (WE) WILL NOT ATTEMPT TO TRANSFER OF THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY." SIGNATURE: PRINTED NAME AND TITLE: DATE: NATURAL FEATURES NOTE NO SURFACE WATERS, WETLANDS, REGULATORY FLOOD ZONES, PROTECTED VEGETATED SETBACKS, OR PROTECTED RIPARIAN BUFFERS EXIST ON LOT 5 OR WITHIN THE DISTURBED LIMITS OF THE PROJECT. DocuSign Envelope ID: DE3483D1-299D-49E5-9325-619E7A2C505C 10/16/2023 10/16/2023 M. Devin Staley, PE - Partner NC 35010 ES / T ES / T ES / T ES / T ES / T ES / T E S / T E S / T E S / T E S / T ES / T ES / T E S / T E S / T E S / T E S / T ES / T ES / T E S / T E S / T E S / T ES/TES/TES/TES/TES/TES/TES/TES/TES/TES/TES/TES/TES/TES/TES/T ES/T ES/T ES/T ES/ T ES/ T ES/ T ES/T ES/T ES/ T ES/T ES/T ES/T ES/ T ES/ T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/T E S / T E S / T ES / T ES / T ES / T E S / T E S / T E S / T E S / T ES / T ES / T ES / T E S / T E S / T E S / T E S / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES/ T ES/T ES / T ES / T ES / T ES / T ES/ T ES/ T ES/T ES/ T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/ T ES/ T ES/T ES/ T ES/ T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/T ES/TES/T E S / T E S / T E S / T E S / T E S / T E S / T ES/T ES / T ES / T ES / T ES/ T ES/ T ES/T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES/T ES/T ES/T ES/ T ES/T ES/T ES/T ES/T E S / T E S / T E S / T E S / T E S / T E S / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES/ T ES/ T ES/ T ES/T ES/T ES / T ES / T ES / T ES / T ES / T E S / T ES / T ES / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T E S / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T ES / T 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 W C/O S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ES/T E S / T ES / T E S / T E S / T SS C/O SS SS è è SS SS )#S )#S O O O O O O O PO R T E R ' S N E C K R D PRIVATE DR O O O O O UNIT 3 UNIT 2 WENDY'S FIRST CITIZENS BANK LOWE'S EXISTING SEWER LATERAL APPROX. EXISTING INV: 47.00 (CONTRACTOR TO VERIFY ACTUAL INVERT PRIOR TO CONSTRUCTION). CLEANOUT TO REMAIN. INSTALL 6" BEND AND CONTINUE TO BUILDING. PROPOSED FFE: 56.75 PROPOSED FFE: 56.75 PROPOSED FFE: 56.75 SS SS SS SS SS SS SS SS SS SS SS GREASE TRAPS (SEE BLDG PLUMBING PLANS FOR ROUTING FROM BUILDING) 6" SCH40 PVC SEWER 216LF @2.0% 6" SEWER INV.: 51.32 W W W W W W W W W W W W W RPZ BACKFLOW 2.5" SCH40 PVC WATER LINE INSTALL C/O AT EACH BEND (TYP.) EXISTING 8" GRAVITY SEWER EXISTING 10" PVC WATER MAIN (DR18 C900) 2.0" WATER SERVICE (COORD. WITH BLDG PLANS) GREASE TRAP UGE UGE UG E UG E UG E UG E UG E UG E UG E UGE UGE UGE UG E UG E UG E UG E UGE UGE UGE UG E UG E UG E EXISTING TRANSFORMER. COORDINATE ELECTRIC SERVICE WITH PROVIDER. SHOPS UNIT 1 FFE: 56.75 FFE: 56.75 FFE: 56.75 4" TAP BY LICENSED UTILITY CONTRACTOR. 10"x4" TAPPING SLEEVE AND VALVE SS SS SS 4" SEWER INV.:52.50 (COORD. LOCATION WITH BLDG PLANS.) 1.5" WATER SERVICE (COORD. WITH BLDG PLANS) 1.5" WATER SERVICE (COORD. WITH BLDG PLANS) 4" SEWER (COORD. LOCATION WITH BLDG PLANS.) 2" WATER METER BY CFPUA 2.5"x1.5" TEE 2.5"x1.5" TEE GAS GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS COORDINATE GAS SERVICE ROUTING WITH GAS COMPANY EXTEND EXISTING 15" PIPE TO CB-4 EXTEND EXISTING 18" PIPE TO CB-1 EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT SHEET © COPYRIGHT 2023 BY BLUE RIDGE ENGINEERING PLLC, NC LICENSE #P-0205, ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENGINEERING PLLC IS PROHIBITED. PR E P A R E D F O R : PR O J E C T # 18 0 4 3 DR A W N B Y : MD S OR I G I N A L I S S U E D A T E : 10 / 1 6 / 2 0 2 3 Lo t 5 a t P o r t e r s N e c k C r o s s i n g 18 8 P o r t e r s N e c k R o a d Wi l m i n g t o n , N C 2 8 4 1 1 JA Y P O R T E R S N E C K L L C 22 7 C O L V I L L E R D CH A R L O T T E , N C 2 8 2 0 7 FO R P E R M I T T I N G O N L Y - N O T F O R C O N S T R U C T I O N Bl u e R i d g e E n g i n e e r i n g PL L C 92 4 M a i n S t r e e t - S u i t e 2 0 0 No r t h W i l k e s b o r o , N C 2 8 6 5 9 33 6 . 8 3 8 . 2 5 0 0 ww w . r i d g e . b l u e Fi r m # P - 0 2 0 5 NOR T H C AROL IN A M . DEVIN S T A LEY PRO F E SSION A L ENGIN E E R SEAL35010 SCALE: 1" = 20' 6040200 Ut i l i t y P l a n C-8 20' WATER EASEMENT, SEE BK 5493 PG 2917 AND PB 53 PG 308 10' PUBLIC UTILITY EASEMENT TYPICAL ALONG ROAD R/W, SEE PB 53 PG 308 30' SANITARY SEWER EASEMENT, SEE BK 5493 PG 2917 AND PB 53 PG 308 UTILITY NOTES 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY, METHODS, MEANS, PROCEDURES AND SEQUENCES OF ITS OPERATIONS. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL FOR ITS OPERATIONS. 2.THE LOCATION OF UTILITIES SHOWN ON THE PLANS SHALL BE CONSIDERED APPROXIMATE. ALL UTILITIES MAY NOT BE SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXISTENCE AND ACTUAL LOCATION OF ALL EXISTING UTILITY LINES WHETHER SHOWN ON THE PLANS OR NOT. CONTRACTOR SHALL CONTACT ULOCO. 3.BLUE RIDGE ENGINEERING SHALL PROVIDE ALL CONSTRUCTION LAYOUT AND STAKING REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING FOR CONSTRUCTION LAYOUT AND STAKING SERVICES PROVIDED. CONTRACTOR SHALL PROVIDE BLUE RIDGE ENGINEERING 48 HOURS NOTICE FOR ANY STAKING REQUESTED. 4.DURING PIPE LAYING, PIPE ENDS SHALL BE PROTECTED OVERNIGHT WITH APPROPRIATE MEASURES TO PREVENT WATER, DIRT OR OTHER DEBRIS FROM ENTERING THE SYSTEM. 5.ALL BACKFILL IN UTILITY TRENCHES SHALL BE TESTED. ALL BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. DRYING OR WETTING OF FILL MATERIAL MAY BE REQUIRED TO COMPLY WITH MOISTURE LIMITS SPECIFIED. IF NO GEOTECHNICAL STUDY HAS BEEN PERFORMED, ALL EARTHWORK PLACED SHALL BE WITHIN 5% OF OPTIMUM MOISTURE AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR. 6.ALL WORK IS SUBJECT TO INSPECTION OF THE OWNER, ENGINEER AND AUTHORITIES HAVING JURISDICTION. THE OWNER SHALL PAY FOR ALL QUALITY ASSURANCE TESTING REQUIRED. 7.ALL MANHOLES SHALL CONFORM TO NCDOT STANDARD #1525 UNLESS OTHERWISE NOTED. ALL MANHOLE INVERTS SHALL BE GROUTED OR FILLED WITH CONCRETE SO THAT THERE IS NO SUMP WITH STANDING WATER UPON COMPLETION. 8.ALL PIPE MATERIALS SHALL BE AS SPECIFIED ON THE PLANS. NO SUBSTITUTIONS SHALL BE ALLOWED. ALL FIRE LINES SHALL COMPLY WITH NFPA 24 AND NC STATE BUILDING CODE: FIRE CODE. 9.ALL WATER LINE 6" AND LARGER SHALL HAVE RESTRAINED JOINTS, "MEGALUG" OR EQUAL. 10.MINIMUM SLOPE FOR ANY SEWER LINE SHALL BE 1.0% UNLESS OTHERWISE SHOWN. CONCRETE ANCHOR FOOTINGS SHALL BE INSTALLED ON ALL SEWER LINES EXCEEDING 20% SLOPE. 11.WATER/SEWER CROSSINGS: WHERE SEWER MAINS CROSS OVER WATER MAINS, OR WHERE LESS THAN 18" VERTICAL SEPARATION IS PROVIDED, BOTH WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS, SUCH AS THE USE OF DUCTILE IRON PIPE OR C-900, A MINIMUM OF 10 FEET IN EACH DIRECTION. 12.SEWER/STORM CROSSINGS: WHERE SEWER MAINS AND STORM DRAINS CROSS WITH LESS THAN 24" VERTICAL SEPARATION PROVIDED, SEWER MAINS SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS, SUCH AS THE USE OF DUCTILE IRON PIPE OR C-900, A MINIMUM OF 10 FEET IN EACH DIRECTION. 13.WATER/STORM CROSSINGS: WHERE WATER MAINS AND STORM DRAINS CROSS WITH LESS THAN 12" VERTICAL SEPARATION PROVIDED, WATER MAINS SHALL BE DUCTILE IRON PIPE, A MINIMUM OF 10 FEET IN EACH DIRECTION. 14.ALL SERVICE CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH STATE AND LOCAL CODES. CLEANOUTS SHALL BE INSTALLED ON ALL SEWER SERVICE LINES 6" AND SMALLER, AT MINIMUM 75' SPACING. 15.CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL PROVIDE ALL APPARATUS NECESSARY FOR ALL PRESSURE TESTING, LEAKAGE TESTING, AND BIOLOGICAL TESTING. ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE ENGINEER OR HIS REPRESENTATIVE. 16.CONTRACTOR SHALL COORDINATE ALL WORK AS NECESSARY WITH: POWER COMPANY; TELEPHONE COMPANY; GAS COMPANY; ETC. 17.CONTRACTOR SHALL ABANDON ALL UNUSED WATER AND/OR SEWER SERVICES. COORDINATE WITH CITY. 18.BUILDING PLUMBER SHALL BE RESPONSIBLE FOR MAKING FINAL CONNECTION TO SEWER AND WATER SERVICE TIE-INS. LEGEND property line (surveyed) Adjoiner line (not surveyed) Tie line (surveyed) Easement Sanitary sewer Water Gas line Underground electric Gas valve Tele. pedestal Sign Light pole Water valve Fire hydrant Oak Tree Live Oak Tree Pine Tree ESMTESMTESMT SSSSSS WWW G GASGASGAS UGEUGEUGE DocuSign Envelope ID: DE3483D1-299D-49E5-9325-619E7A2C505C 10/16/2023 C/O Storm Drain Junction Box S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 Water Valve (typ.) Light pole (typ.) Light pole (typ.) SS C/O SS SS è è SS SS )#S )#S PO R T E R ' S N E C K R D PRIVATE DR PRIMARY STREETYARD 3,831 SF PRIMARY STREETYARD 3,167 SF 134 SF 695 SF 1-LO 1-LP 385 SF 1-LO 1-LP 116 SF SECONDARY STREETYARD 1095 SF 1-RM 1-RM 3-KR 3-KR1-CS 10-DC 17-DL 190 SF 102 SF 3-DC 272 SF 1-LO 1-LO 1-LO 1-LO 1-LO 1-LO UNIT 3 UNIT 2 125 SF 347 SF 158 SF 1-SM EX-RB EX-RB EX-RB EX-RB EX-RB EX-CMEX-LO EX-LO WENDY'S FIRST CITIZENS BANK LOWE'S SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W UGE UGE UG E UG E UG E UG E UG E UG E UG E UGE UGE UG E UG E UG E UG E UG E UGE UGE UGE UG E UG E UG E SHOPS UNIT 1 94 SF 69 SF 55 SF21 SF 151 SF 38 SF FFE: 56.75 FFE: 56.75 FFE: 56.75 4-DC 8-PM 14-PM 4-SP 2-SP 5-KR 2-SP 3-DC 3-DC 1-SP 1-CS 3-VS 7-PM 3-KR 3-VS 67 SF LAWN LAWN LAWN 1-SM ESMT ES M T ES M T ES M T ES M T ES M T ES M T E S M T E S M T ES M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T E S M T E S M T ES M T ES M T ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT ESM T ESMT ESM T ESM T ESM T ESM T ESM T ESMT ESM T ESM T ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT E S M T ES M T ES M T ES M T E S M T E S M T ES M T ES M T ES M T ES M T E S M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T E S M T E S M T E S M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T ES M T E S M T E S M T E S M T E S M T ES M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMTESMT E S M T E S M T E S M T E S M T E S M T ES M T ES M T ES M T ES M T ES M T ES M T ESM T ESMT ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T ES M T Storm Drain Junction Box Water Valve (typ.) EX-LO (6") EX-LO CLUSTER EX-LO (2") EX. PINE (14") 1-RM 1-LO 1-LO 1-LO 10-DC 9-VS 10-DC 10-DC 9-VS 7-PM 7-PM EX-LO (3") 1-LP 2-LP 1-LP 1-LO 1-SM SS SS SS GAS GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS LANDSCAPING NOTES 1.ALL TREES, SHRUBS, AND PLANTS SHALL CONFORM TO ACCEPTED STANDARDS ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2.ALL PLANTING BEDS SHALL RECEIVE 4" OF DOUBLE-GROUND HARDWOOD BARK MULCH. ALL AREAS OTHER THAN PLANT BEDS SHALL BE SODDED OR SEEDED AS SPECIFIED. 3.ALL TREES IN LAWN AREAS SHALL RECEIVE 8' DIAMETER MULCH RING, 4" DEPTH. 4.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO PLANTING AND BACKFILLING. ALL PLANTS SHALL BE SOAKED WITH WATER IMMEDIATELY AFTER PLANTING. AN 4' DIAMETER MULCH RING (MIN. 4" DEPTH) SHALL BE INSTALLED AROUND ALL TREES. 5.LOCATIONS OF UTILITIES SHOWN ARE BASED ON EVIDENCE OBSERVED AT THE TIME OF SURVEY. OTHER UTILITIES MAY EXIST THAT ARE NOT SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXISTENCE AND ACTUAL LOCATION OF ALL EXISTING UTILITY LINES, AND TO PROTECT THESE LINES DURING CONSTRUCTION. 6.CONTRACTOR SHALL MAINTAIN AND GUARANTEE ALL PLANTINGS FOR ONE YEAR AFTER INSTALLATION AND SHALL REPLACE PLANTINGS AS NECESSARY. 7.TREES AND SHRUBS TO BE TRANSPLANTED SHALL BE TRANSPLANTED AS SOON AS POSSIBLE AFTER CONSTRUCTION BEGINS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, STORAGE, WATERING, PLANTING, AND MAINTENANCE OF EXISTING TREES AND SHRUBS TO BE TRANSPLANTED. SHEET © COPYRIGHT 2023 BY BLUE RIDGE ENGINEERING PLLC, NC LICENSE #P-0205, ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENGINEERING PLLC IS PROHIBITED. PR E P A R E D F O R : PR O J E C T # 18 0 4 3 DR A W N B Y : MD S OR I G I N A L I S S U E D A T E : 10 / 1 6 / 2 0 2 3 Lo t 5 a t P o r t e r s N e c k C r o s s i n g 18 8 P o r t e r s N e c k R o a d Wi l m i n g t o n , N C 2 8 4 1 1 JA Y P O R T E R S N E C K L L C 22 7 C O L V I L L E R D CH A R L O T T E , N C 2 8 2 0 7 FO R P E R M I T T I N G O N L Y - N O T F O R C O N S T R U C T I O N Bl u e R i d g e E n g i n e e r i n g PL L C 92 4 M a i n S t r e e t - S u i t e 2 0 0 No r t h W i l k e s b o r o , N C 2 8 6 5 9 33 6 . 8 3 8 . 2 5 0 0 ww w . r i d g e . b l u e Fi r m # P - 0 2 0 5 NOR T H C AROLI N A M . DEVIN S T ALEY PRO F E S SION A L ENGINE E R SEAL35010 LANDSCAPING REQUIREMENTS TREE RETENTION MINIMUM OF 15 TREES(ATLEAST 2 IN. IN DBH) MUST BE RETAINED OR REPLACED REGULATED TREES WITHIN 50' OF PROPERTY LINE MUST BE RETAINED, SIGNIFICANT TREES MUST BE RETAINED STREET YARD PRIMARY 386 LF AREA REQUIRED 386 @ 18 = 6,948 SF AREA PROVIDED 6,998 SF REQUIRED TREES 12 (1/600SF) PROVIDED TREES 4 EXISTING & 8 PROPOSED REQUIRED SHRUBS 72 (6/600SF) PROVIDED SHRUBS 72 SECONDARY 154 LF AREA REQUIRED 154 @ 9 = 1,386 SF AREA PROVIDED 1,601 SF REQUIRED TREES 3 (1/600SF) PROVIDED TREES 3 EXISTING REQUIRED SHRUBS 18 (6/600SF) PROVIDED SHRUBS 18 INTERIOR LANDSCAPE AREAS TOTAL PARKING AREA 31,670 SF 8% AREA REQUIRED 2,533 SF REQUIRED TREES 2,533 / 144 = 18 TREES PROVIDED 18 FOUNDATION PLANTINGS BLDG FACE AREAS REQUIRED NORTH 3,990x0.12= 479 SF SOUTH 2,929x0.12= 351 SF EAST 1,594x0.12= 191 SF WEST 162x10x0.12= 183 SF TOTAL REQUIRED 1,204 SF TOTAL PROVIDED 1,531 SF SCALE: 1" = 20' 6040200 La n d s c a p e P l a n t i n g P l a n C-9 SYM.QTY NAME PLANTING LIST SIZE AT PLANTING LORAPETALUM SPARKLING PLUM (SP) Loropetalum chinense var. rubrum 'sparkling plum' 12" MIN. HEIGHT 12" MIN. HEIGHT 12" MIN. HEIGHTPINK MUHLY GRASS (PM) muhlenbergia capillaris 'Pink Muhly' DISTYLIUM COPPERTONE (DC) Distylium 'coppertone' CAMELLIA SASANQUA (CS) camellia sasanqua 12" MIN. HEIGHT 7 GALLON 36" HEIGHT VIBURNUM SUSPENSUM (VS) viburnum suspensum RED MAPLE (RM) Acer rubrum 25 GALLON 4' HEIGHT LIVE OAK (LO) Quercus virginiana 25 GALLON 3" MIN. CALIPER LONGLEAF PINE (LP) pinus palustris7 6' MIN. HEIGHT 3" MIN. CALIPER 5 GALLON 5' HEIGHT SAUCER MAGNOLIA (SM) Magnolia x Soulangiana DAYLILY STELLA D'ORO (DL) hemerocallis 'stella de oro'1 GALLON ROSE KNOCK OUT DOUBLE RED (KR) rosa 'radtko' double knock out rose 12" MIN. HEIGHT 12 3 3 46 45 24 35 2 17 22 LEGEND property line (surveyed) Adjoiner line (not surveyed) Tie line (surveyed) Easement Sanitary sewer Water Gas line Underground electric Gas valve Tele. pedestal Sign Light pole Water valve Fire hydrant Oak Tree Live Oak Tree Pine Tree ESMTESMTESMT SSSSSS WWW G GASGASGAS UGEUGEUGE DocuSign Envelope ID: DE3483D1-299D-49E5-9325-619E7A2C505C 10/16/2023 SHEET © COPYRIGHT 2023 BY BLUE RIDGE ENGINEERING PLLC, NC LICENSE #P-0205, ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENGINEERING PLLC IS PROHIBITED. PR E P A R E D F O R : PR O J E C T # 18 0 4 3 DR A W N B Y : MD S OR I G I N A L I S S U E D A T E : 10 / 1 6 / 2 0 2 3 Lo t 5 a t P o r t e r s N e c k C r o s s i n g 18 8 P o r t e r s N e c k R o a d Wi l m i n g t o n , N C 2 8 4 1 1 JA Y P O R T E R S N E C K L L C 22 7 C O L V I L L E R D CH A R L O T T E , N C 2 8 2 0 7 FO R P E R M I T T I N G O N L Y - N O T F O R C O N S T R U C T I O N Bl u e R i d g e E n g i n e e r i n g PL L C 92 4 M a i n S t r e e t - S u i t e 2 0 0 No r t h W i l k e s b o r o , N C 2 8 6 5 9 33 6 . 8 3 8 . 2 5 0 0 ww w . r i d g e . b l u e Fi r m # P - 0 2 0 5 NOR T H CAROLI N A M . DEVIN S T A LEY PRO F E SSION A L ENGIN E E R SEAL35010 Er o s i o n & S e d i m e n t C o n t r o l D e t a i l s C-10 EXISTING PAVEMENT SECTION PLAN VIEW CONSTRUCTION SPECIFICATIONS 1.STONE - USE COARSE AGGREGATE (2 - 3 INCH STONE) 2.LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET. 3.THICKNESS - NOT LESS THAN EIGHT (8) INCHES. 4.WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. 5.WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS. 6.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. TEMPORARY CONSTRUCTION ENTRANCE SCALE: NTS 18'EXISTING GROUND EXISTING PAVEMENT 50' 50' 4" MIN.4" MIN. NOTES: 1.STONE SHALL BE #57 WASHED STONE. 2.WIRE MESH SHALL BE HARDWARE CLOTH 19 GAUGE AND SHALL HAVE 1/4 INCH MESH OPENINGS. 3.PLACE A 2-FOOT FLAP OF WIRE MESH UNDER THE GRAVEL FOR ANCHORING. 4.STEEL POST SHALL BE 5 FT. IN HEIGHT, BE INSTALLED 2.0 FT. DEEP MINIMUM, AND BE OF THE SELF-FASTENER ANGLE STEEL TYPE. 5.POST SPACING SHALL BE A MAXIMUM OF 4 FT. 6.INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. INLET PROTECTION SCALE: NTS MULTI-DIRECTIONAL FLOW SECTION MULTI-DIRECTIONAL FLOW PLAN FILTERED WATER * * 2:1 1'-4" 6" 2' 18" FLOW FLOW FLOW FLOW FLOW18" 18" 2' NOTES: 1.FILTER FABRIC SHALL BE A MINIMUM OF 36" WIDTH AND SHALL BE FASTENED ADEQUATELY TO THE WIRE. NO MORE THAN 24" OF FABRIC IS ALLOWED ABOVE GROUND. 2.INSTALL SUPPORT POST ON THE DOWNHILL SIDE OF SILT FENCE. 3.ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN THE SEDIMENT IS 25% THE HEIGHT OF THE FENCE. 4.REPLACE ANY TORN, COLLAPSED, OR DECOMPOSED FABRIC. 5.INSPECT FENCES AT LEAST ONCE PER WEEK AND AFTER EACH RAINFALL. MAKE REPAIRS IMMEDIATELY. 6.REFER TO NCESCPDM SECTION #6.62 FOR ADDITIONAL INFORMATION. EXTEND FABRIC AND WIRE INTO TRENCH. EXTEND FABRIC ACROSS BOTTOM OF TRENCH. 8' MAX. WITH WIRE 8" 18" - 24" 4" SILT FENCE SCALE: NTS NOTES: 1. INSTALL AT ALL LOW POINTS AND ALONG PERIMETER SILT FENCE AS NECESSARY TO PREVENT STORM WATER FROM BEING COLLECTED AND CONCENTRATED AND TO ALLOW FILTERED STORM WATER TO RELEASE THROUGH STONE OUTLETS. 2. STORM WATER FLOW SHALL BE DIRECTED TO THE STONE OUTLETS WHERE INSTALLED. 3. EXCAVATED SEDIMENT STORAGE PITS SHALL BE CLEANED OUT WHEN 50% FULL. 4. SEDIMENT SHALL BE REMOVED AROUND OUTLET ONCE A WEEK AND AFTER EVERY RAIN EVENT. 5. RIP-RAP SHALL BE REPLACED/REPAIRED ONCE SEDIMENT HAS REACHED 50% FULL, NO LONGER DRAINS, OR HAS BEEN DAMAGED. SILT FENCE STONE OUTLET SCALE: NTS FLOW 2:1 18" MIN. 3' - 4' XX XXXXXXXXXXXXXXX XXX XXXXX XXXX XXXXXXXX XXXXXXXXXXXX XXXXX XXXXXX XXXXXX XXX XXXXXXXX XXXXXXXXXXXXXXX XXX XXXXXXXXXXXX XXXXXXXX XXXXXX XXXXXX XXXXXX X FLO W FLO W FL O W FLOW XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX FLO W XXX X X X X X X X XXXX X X X X X X XXXXX X X X X X X X X XXX XX X X X X X X XXXX X X X X X X X XXXX X X X X XXX XX X X X X X X X X X XXX XX X FL O W LOW POINT ALONG SLOPES SECTION ELEVATION T TTT FLOW ALL SEASONS LIME FERTILIZER (10-10-10) MULCH 3,000 LBS/ACRE 500 LBS/ACRE 2.0 TONS/ACRE GENERAL SEEDING CAN BE USED FOR TEMPORARY OR PERMANENT STABILIZATION. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FOR MORE THAN 14 DAYS (OR MORE FREQUENT IF REQUIRED BY THE STATE NPDES PERMIT) SHALL BE TEMPORARILY SEEDED AND WATERED. AREAS WHERE FINAL GRADING HAS BEEN COMPLETED FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY OR PERMANENTLY SEEDED. TEMPORARY SEED MIXTURES ARE SPECIFIED BELOW. PERMANENT SEED MIXTURES SHALL BE SEEDED DURING SEASON SPECIFIED. SEED BED PREPARATION (PERMANENT SEEDING) SURFACE WATER CONTROL MEASURES SHALL BE IN PLACE. AREA TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL. TOTAL SEEDBED PREPARED DEPTH SHOULD BE AT LEAST 4 INCHES. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS NEED TO BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION SHOULD BE AT FINISH GRADE AND BE REASONABLY SMOOTH AND UNIFORM. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME SHOULD BE ACCORDING TO SEEDING SPECIFICATIONS. IF SOIL TEST IS TAKEN, APPLY FERTILIZER AND LIME ACCORDING TO SOIL TEST REPORT. FERTILIZER AND LIME SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION. WEIGHTS, SEED SPECIES AND PERCENTAGE OF PURITY AND GERMINATION MUST BE CHECKED PRIOR TO SEEDING. SEEDING SHALL BE ACCOMPLISHED IN TWO DIRECTIONS AND AT RIGHT ANGLES TO EACH OTHER. LAWN AREAS SHALL BE SEEDED AT THE RATE INDICATED ON THE DRAWINGS BY SOWING EVENLY WITH AN APPROVED MECHANICAL CULTI-PACKER SEEDER TO COVER THE SEED AND FORM THE SEEDBED IN ONE OPERATION. IF BROADCAST SEEDER IS USED THE SEEDING RATE SHALL BE TWO (2) TIMES THE DRILL RATE. IN INACCESSIBLE AREAS, THE SEED SHALL BE LIGHTLY RAKED WITH FLEXIBLE RAKES AND ROLLED WITH A WATER BALLAST ROLLER. AFTER ROLLING, SEEDED AREAS ARE TO BE MULCHED IF HYDROSEED OPERATION IS USED, SEEDING RATE SHALL BE FIVE (5) TIMES THE DRILL ACCORDING TO SPECIFICATION. RATE INDICATED ON THE DRAWINGS. IF SEEDING CAN NOT BE ACCOMPLISHED DUE TO SEASONAL CONSTRAINTS, APPLY STRAW MULCH AND TACKIFIER TO ALL SLOPES AND DISTURBED AREAS UNTIL PERMANENT SEEDING IS ALLOWED. IN THE EVENT SEEDING OCCURS OUT OF SEASON, MAINTENANCE SHALL OCCUR AND CONTINUE INTO THE FOLLOWING GROWING SEASON OR UNTIL A UNIFORM STAND OF THE SPECIFIED PERMANENT GRASSES HAVE BEEN ESTABLISHED AND THE SITE HAS REACHED 85 STABILIZATION. PERMANENT AND TEMPORARY SEEDING SHALL BE ACCOMPLISHED THROUGHOUT THE CONSTRUCTION PROCESS. INSPECTION INSPECT SEEDED AREAS FREQUENTLY. IF SEEDED AREAS FAIL TO GERMINATE, OR TO PROVIDE ADEQUATE GROUND COVERAGE, THE AREA SHALL BE RE-SEEDED UNTIL FINAL STABILIZATION IS ACHIEVED. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT MINIMUM EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24-HOURS OF A RAINFALL EVENT OF GREATER THAN .5 INCHES OF RAIN DURING A 24-HOUR PERIOD (OR MORE FREQUENTLY IF REQUIRED BY THE STATE NPDES GENERAL PERMIT) THROUGHOUT CONSTRUCTION UNTIL FINAL STABILIZATION IS ACHIEVED OR MORE FREQUENTLY IF REQUIRED BY STATE NPDES GENERAL PERMIT. APRIL 1 - JULY 15 PENSACOLA BAHIAGRASS 50 LBS/ACRE COMMON BERMUDAGRASS 10 LBS/ACRE GERMAN MILLET 10 LBS/ACRE RYE GRAIN 10 LBS/ACRE DEC. 1 - APR. 15 APR. 15 - AUG. 15 AUG. 15 - DEC. 15 RYE GRAIN RYE GRAIN GERMAN MILLET RYE GRAIN 100 LBS/ACRE 100 LBS/ACRE 40 LBS/ACRE 100 LBS/ACRE SOIL AMENDMENTS/FERTILIZER PERMANENT SEEDING TEMPORARY SEEDING SEASON TYPE APPLICATION RATE SEASON TYPE APPLICATION RATE SEASON TYPE APPLICATION RATE SEEDING SPECIFICATIONS 2" - 3" CLEAN STONE PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE & PUBLIC RIGHT-OF-WAY EXISTING GROUND FILTER CLOTH TEMPORARY 12" HDPE PIPE IF NECESSARY TO CARRY STORMWATER TO EROSION CONTROL MEASURE 1/4" WIRE MESH WASHED STONE POST SPACING 4'-0" MAX. AVERAGE BOX DIMENSION VARIABLE FILTER FABRIC HORIZONTAL AND VERT. WIRES SHALL BE 14 GAUGE MIN., 6" SPACING FILTER FABRIC PER ASTM 6461 WIRE STEEL POST DRIVEN 2'-0" BELOW GRADECOMPACTED FILL TOP & BOTTOM STRAND SHALL BE 10 GAUGE MIN. 5' STEEL POST NATURAL GROUNDPLASTIC OR WIRE TIES RIP-RAP, CLASS B SILT FENCE #57 WASHED STONESILT FENCE (SEE DETAIL) RIP-RAP, CLASS B W/ #57 STONE (SEE SECTION) SILT FENCE PERIMETER SILT FENCE T-POST STONE OUTLET DISTURBED AREA UNDISTURBED AREA PERIMETER SILT FENCE DISTURBED AREA UNDISTURBED AREA STONE OUTLETT-POST PERIMETER SILT FENCE SEDIMENT STORAGE PIT SEDIMENT STORAGE PIT SEDIMENT STORAGE PIT 4LF SILT FENCEDISTURBED AREA DISTURBED AREA UNDISTURBED AREA NOTES 1.ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD 2.A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 3.MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED. 4.HOLE, DEPRESSIONS OR OTHER GROUND DISTRUBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION. 5.WASHOUT SHALL BE INSPECTED DAILY AND AFTER HEAVY RAINS. IF FILLED OVER 75% CAPACITY WITH RAIN WATER IT SHOULD BE VACUUMED OR ALLOWED TO EVAPORATE TO AVOID OVERFLOWS. TYPE "ABOVE GRADE" WITH STRAW BALES PLAN NOT TO SCALE STRAW BALE (TYP.) 10 MIL PLASTIC LINING VA R I E S BB WOOD OR METAL STAKES (2 PER BALE) 10' MIN. SECTION-B-B NOT TO SCALE BINDER WIRE STRAW BALE 10 MIL PLASTIC LINING NATIVE MATERIAL (OPTIONAL) STAPLE DETAIL 2" 8" 1.12" DIA. STEEL WIRE STAPLES (2 PER BALE) CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) 36 " 36 " WOOD POST 3.5"X3.5"X8' BLACK LETTERS 6" HIGH LAG SCREWS PLYWOOD 48"X24" PAINTED WHITE CONCRETE WASHOUT TYPE "BELOW GRADE" PLAN NOT TO SCALE PLAN NOT TO SCALE TYPE "ABOVE GROUND" WITH WOOD PLANKS 10 MIL PLASTIC LINING 10 MIL PLASTIC LINING BERM VA R I E S A A SANDBAG 10' MIN. LATH AND FLAGGING ON 3 SIDES BERM SECTION A-A NOT TO SCALE 10 MIL PLASTIC LINING SANDBAG 0. 3 ' STAKE (TYP.) BB VA R I E S 10' MIN. TWO-STACKED 2X12 ROUGH WOOD FRAME SECTION B-B NOT TO SCALE 10 MIL PLASTIC LINING WOOD FRAME SECURELY FASTED AROUND ENTIRE PERIMETER WITH TWO STAKES CONCRETE WASHOUT SCALE: NTS Ô Ô Ô Ô Ô SILT/DANDY SACK SCALE: NTS DocuSign Envelope ID: DE3483D1-299D-49E5-9325-619E7A2C505C 10/16/2023 SHEET © COPYRIGHT 2023 BY BLUE RIDGE ENGINEERING PLLC, NC LICENSE #P-0205, ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENGINEERING PLLC IS PROHIBITED. PR E P A R E D F O R : PR O J E C T # 18 0 4 3 DR A W N B Y : MD S OR I G I N A L I S S U E D A T E : 10 / 1 6 / 2 0 2 3 Lo t 5 a t P o r t e r s N e c k C r o s s i n g 18 8 P o r t e r s N e c k R o a d Wi l m i n g t o n , N C 2 8 4 1 1 JA Y P O R T E R S N E C K L L C 22 7 C O L V I L L E R D CH A R L O T T E , N C 2 8 2 0 7 FO R P E R M I T T I N G O N L Y - N O T F O R C O N S T R U C T I O N Bl u e R i d g e E n g i n e e r i n g PL L C 92 4 M a i n S t r e e t - S u i t e 2 0 0 No r t h W i l k e s b o r o , N C 2 8 6 5 9 33 6 . 8 3 8 . 2 5 0 0 ww w . r i d g e . b l u e Fi r m # P - 0 2 0 5 NOR T H CAROLI N A M . DEVIN S T A LEY PRO F E SSION A L ENGIN E E R SEAL35010 Er o s i o n & S e d i m e n t C o n t r o l D e t a i l s C-11 DocuSign Envelope ID: DE3483D1-299D-49E5-9325-619E7A2C505C 10/16/2023 SHEET © COPYRIGHT 2023 BY BLUE RIDGE ENGINEERING PLLC, NC LICENSE #P-0205, ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENGINEERING PLLC IS PROHIBITED. PR E P A R E D F O R : PR O J E C T # 18 0 4 3 DR A W N B Y : MD S OR I G I N A L I S S U E D A T E : 10 / 1 6 / 2 0 2 3 Lo t 5 a t P o r t e r s N e c k C r o s s i n g 18 8 P o r t e r s N e c k R o a d Wi l m i n g t o n , N C 2 8 4 1 1 JA Y P O R T E R S N E C K L L C 22 7 C O L V I L L E R D CH A R L O T T E , N C 2 8 2 0 7 FO R P E R M I T T I N G O N L Y - N O T F O R C O N S T R U C T I O N Bl u e R i d g e E n g i n e e r i n g PL L C 92 4 M a i n S t r e e t - S u i t e 2 0 0 No r t h W i l k e s b o r o , N C 2 8 6 5 9 33 6 . 8 3 8 . 2 5 0 0 ww w . r i d g e . b l u e Fi r m # P - 0 2 0 5 NOR T H CAROLI N A M . DEVIN S T A LEY PRO F E SSION A L ENGIN E E R SEAL35010 Mi s c e l l a n e o u s D e t a i l s C-12 LIGHT DUTY ASPHALT PAVEMENT COMPACTED SUBGRADE (PER SPECS) 6" COMPACTED STONE BASE, NCDOT ABC 2" ASPHALT SURFACE COURSE, NCDOT S-9.5B SCALE: NTS *PAVEMENT SECTION SELECTION BY OWNER 4" MIN. COMPACTED SUBGRADE (PER SPECS) 1.GROOVE JOINT 1" DEEP WITH 1/8" RADII. SPACING EQUAL TO SIDEWALK WIDTH. EXPANSION JOINTS SHALL BE AT 50' INTERVALS AND WHERE THE SIDEWALK ABUTS ANY RIGID STRUCTURE. 2.ALL JOINTS SHALL BE SEALED PER NCDOT SPECIFICATIONS. SIDEWALK DETAIL SCALE: NTS 848.01 12" 6" 18" 4,000 PSI CONCRETE W/ 6% ENTRAINED AIR 7" 1.CONTRACTION JOINTS 10' O/C 2.EXPANSION JOINTS 100' O/C 3.ALL JOINTS SEALED PER SPEC. 18" CURB & GUTTER SCALE: NTS 6" 3" RADIUS 4,000 PSI CONCRETE W/ 6% ENTRAINED AIR2.0% MAX. CROSS SLOPE HALF SECTION IN NATURAL GROUND HALF SECTION UNDER EX. PAVEMENT SYMMETRICAL ABOUT ℄ SPRING LINE SUITABLE BACKFILL MATERIAL COMPACTED TO 95% STANDARD PROCTOR IN 8" LIFTSSUITABLE BACKFILL MATERIAL COMPACTED TO 95% STANDARD PROCTOR IN 8" LIFTS PIPE TRENCH SECTION SCALE: NTS 1.ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED AND REPLACED WITH SELECT MATERIAL. 4" ASPHALT PAVEMENT 12" ABC STONE UNDER ALL PAVEMENT NATURAL GROUND 6" STONE BEDDING REQUIRED AT LOCATIONS WHERE GROUND WATER IS PRESENT 1:12 M A X . SLOPE 6'-0" 5'-0" CURB & GUTTER 1:12 M A X . SLOP E 6" 6'-0" 2% M A X . C R O S S SL O P E NOTE: CONTRACTOR SHALL COMPLY WITH NC ACCESSIBLITY CODE AND ALL ADA REQUIREMENTS ADA RAMP SCALE: NTS CURB OR TURN-DOWN SIDEWALK, SEE SITE PLAN THIS SIGN TYP. AT ALL "VAN ACCESSBILE" PARKING SPACES REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYP. AT ALL ADA SPACES PER APPLICABLE STATE CODE PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST 4" DIA. SCH 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS 4,000 PSI COCNRETE VAN ACCESSIBLE RESERVED PARKING 2' 4" M I N . 1'-6" 3' 5' T O B O T T O M O F LO W E S T R E Q U I R E D S I G N 18 " 12" ADA SIGN IN BOLLARD SCALE: NTS 9" 18" 6" 12" ADA SIGN VAN ACCESSIBLE RESERVED PARKING MAXIMUM PENALTY $250 GALVANIZED "U" CHANNEL POST R7-8D SIGN COLORS PER ADA R7-8 SIGN REFLECTIVE ALUMINUM COLORS PER ADA THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES 3'-0" 60" MIN. SCALE: NTS DocuSign Envelope ID: DE3483D1-299D-49E5-9325-619E7A2C505C 10/16/2023 SHEET © COPYRIGHT 2023 BY BLUE RIDGE ENGINEERING PLLC, NC LICENSE #P-0205, ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENGINEERING PLLC IS PROHIBITED. PR E P A R E D F O R : PR O J E C T # 18 0 4 3 DR A W N B Y : MD S OR I G I N A L I S S U E D A T E : 10 / 1 6 / 2 0 2 3 Lo t 5 a t P o r t e r s N e c k C r o s s i n g 18 8 P o r t e r s N e c k R o a d Wi l m i n g t o n , N C 2 8 4 1 1 JA Y P O R T E R S N E C K L L C 22 7 C O L V I L L E R D CH A R L O T T E , N C 2 8 2 0 7 FO R P E R M I T T I N G O N L Y - N O T F O R C O N S T R U C T I O N Bl u e R i d g e E n g i n e e r i n g PL L C 92 4 M a i n S t r e e t - S u i t e 2 0 0 No r t h W i l k e s b o r o , N C 2 8 6 5 9 33 6 . 8 3 8 . 2 5 0 0 ww w . r i d g e . b l u e Fi r m # P - 0 2 0 5 NOR T H CAROLI N A M . DEVIN S T A LEY PRO F E SSION A L ENGIN E E R SEAL35010 Ut i l i t y D e t a i l s C-13 DocuSign Envelope ID: DE3483D1-299D-49E5-9325-619E7A2C505C 10/16/2023