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HomeMy WebLinkAboutSW8230507_Approved Plans_20230613PENDER COUNTY ABC RETAIL & WAREHOUSE SITE PLAN SUBMITTAL GROUNDED ENGINEERING PROJECT #20146 SHEET INDEX C-000 COVER SHEET C-001 PROJECT NOTES C-100 EXISTING CONDITIONS PLAN C-200 SITE DEMOLITION PLAN C-300 SITE LAYOUT PLAN C-401 EROSION CONTROL PLAN - STAGE 1 C-402 E=ROSION CONTROL PLAN - STAGE 2 C-403 EROSION CONTROL PLAN - STAGE 3 C-404 EROSION CONTROL PLAN - STAGE 4 C-410 EROSION CONTROL PLAN - NPDES NOTES C-41 1 EROSION CONTROL PLAN - NPDES NOTES C-500 GRADING & DRAINAGE PLAN C-510 ENLARGED GRADING PLAN (SERVICE AREA-1) C-511 GRADING & DRAINAGE PLAN (PARKING AREA) C-600 STORMWATER CONTROL MEASURE PLAN C-610 STORMWATER CONTROL MEASURE DETAILS C-700 SITE UTILITY PLAN C-800 SANITARY SEWER OUTFALL PLAN & PROFILE C-900 SITE DETAILS C-901 SITE DETAILS C-910 EROSION CONTROL DETAILS C-91 1 EROSION CONTROL DETAILS C-912 EROSION CONTROL DETAILS C-920 STORM DRAINAGE DETAILS C-921 STORM DRAINAGE DETAILS C-930 SITE UTILITY DETAILS - WATERLINE C-931 SITE UTILITY DETAILS - WATERLINE C-932 SITE UTILITY DETAILS - SANITARY SEWER C-933 SITE UTILITY DETAILS - SANITARY SEWER L400 PLANTING PLAN L401 PLANTING LEGEND & NOTES L402 PLANTING DETAILS L403 PLANTING LEGEND & NOTES 1 of 1 SITE LIGHTING PLAN / / 1� 1 - � Y • s� i K Fp P , . t� Y Al yg � 4 �.a.rz,`„" "p.�F^" � ..��"`k ��• 'i 4� �� Fah.�,�,-_:.�....r+-...,..�-.a.`.�...-.:.w...�....f.- _ .uric x r" {, �"` S q .�,„.""Rn +C4�„a.+, R Au.....wa..:." -$ m.'{• `"�y,M4 433• h r� s It m. 4 i �. t _. ...� _ _ .f- u t M VICINITY MAP N.T.S. 4 NORTH PARKING CALCULATIONS PARKING DATA MIN. PARKING REQUIREMENT RETAIL - 1 SPACE PER 300 SF OFFICE - 1 SPACE PER 300 SF WAREHOUSE - 1 SPACE PER 1,000 SF CALCULATED REQUIRED PARKING # OF PARKING SPACES PROVIDED # OF REQUIRED ADA PARKING SPACES # OF PROVIDED ADA PARKING SPACES 4,700 SF = 15.7 SPACES 2,600 SF = 8.7 SPACES 8,000 SF = 8 SPACES 33 33 2 (1 VAN ACCESSIBLE) 2 (2 VAN ACCESSIBLE) REQUIRED DEVELOPMENT STANDARDS DESCRIPTION REQUIREMENT MINIMUM FRONT YARD SETBACK 50 FEET MINIMUM REAR YARD SETBACK 20 FEET MINIMUM SIDE YARD SETBACK 20 FEET MAXIMUM BUILDING HEIGHT 35 FEET MINIMUM PARKING SETBACK 0 FEET ALL CONSTRUCTION SHALL CONFORM WITH THE TOWN OF BURGAW STANDARDS AND SPECIFICATIONS. ALL WORK INSIDE OF THE PUBLIC RIGHT-OF-WAY SHALL CONFORM WITH NCDOT STANDARDS AND SPECIFICATIONS REFER TO SHEET C-001 FOR PROJECT AND SHEET RELATED NOTES. SITE DATA SUMMARY PROJECT NAME PENDER COUNTY ABC RETAIL & WAREHOUSE PROPERTY ADDRESS 0 HWY 117 BURGAW, NC COUNTY PENDER NC PIN 3229-74-4207-0000 EXISTING PARCEL SIZE 3.71 AC. (161,477 SF) PROPOSED PARCEL SIZE 3.71 AC. (161,477 SF) CURRENT ZONING B-2 (HIGHWAY BUSINESS DISTRICT) RIVER BASIN CAPE FEAR OVERLAY DISTRICTS N/A CURRENT USE VACANT PROPOSED USE RETAIL/OFFICE/WAREHOUSE EXPECTED # OF EMPLOYEES 10-16 EXPECTED HOURS OF OPERATION 7:30AM - 8:OOPM (MONDAY-THURSDAY) 6:30AM - 9:OOPM (FRIDAY-SATURDAY) EXISTING IMPERVIOUS AREA 27,743 SF (W/ PREVIOUSLY REMOVED BLDGS) PROPOSED BUILT UPON AREA (BUA) 54,500 SF (33.8%) EXISTING BUILDING SQUARE FOOTAGE 546 SF (±10,196 SF W/ PREVIOUSLY REMOVED BLDGS) PROPOSED BUILDING SQUARE FOOTAGE 15,300 SF PROPOSED BUILDING HEIGHT 27 FEET DEVELOPER BORDEAUX CONSTRUCTION COMPANY, INC. 135 MARTIN STREET RALEIGH, NC 27601 CONTACT: JOHN WITCHER EMAIL: JOHN@BORDEAUXCONSTRUCTION.COM PHONE: 919.220.1141 FAX: 919.220.1 147 PROPERTY OWNER PENDER COUNTY ABC BOARD P.O. BOX 804 BURGAW, NC 28425 CONTACT: SUSAN CRAWFORD EMAIL: PENDERABC@ATT.NET PHONE: 910.259.2672 FAX: N/A CIVIL ENGINEER GROUNDED ENGINEERING, INC. 4909 LILES ROAD RALEIGH, NC 27606 CONTACT: SEAN A. DOLLE, PE EMAIL: SEAN@GROUNDED-ENGINEERING.COM PHONE: 919.438-3694 FAX: N/A ARCHITECT SMITH SINNETT ARCHITECTURE 4600 LAKE BOONE TRAIL, SUITE 205 RALEIGH, NC 27607 CONTACT: RHONDA ANGERIO EMAIL: RANGERIO@SMITHSINNETT.COM PHONE: 919.781.8582 FAX: N/A LANDSCAPE ARCHITECT SITE COLLABORATIVE i 821 WAKE FOREST ROAD RALEIGH, NC 27604 CONTACT: GRAHAM SMITH EMAIL: GRAHAM@SITECOLLABORATIVE.COM PHONE: 919.805.3586 FAX: N/A CAPE FEAR ENGINEERING SURVEYOR 151 POOLE ROAD, SUITE 100 BELVILLE, NC 28451 CONTACT: DYLAN BUCKLEY EMAIL: ATKINSLANDSURVEYING@GMAIL.COM PHONE: 910.383.1044 FAX: 981.383.1045 o 0, W N N U c U co Ln Q) CN ON U E LL tei��ti�it0tartai CA t ms.FVss�®�ma�y =r SEAL 026963 m 4mm \ Uj V) O i L LJ Q ohs -J F— LU Lu LL1 m z:) C) LLl U z O co Q U Q ___I >_ n _I F"— W Z V) U D O U W LLJ Z W n w > w w j ry w De ck� Z Q Q w O Z � z Q U w o w V) w z n O � Z � � p _j p 0 Q w V) Q '= p U pw a S m m Z) Z V) Z V) S O J w O OL�L J w Q a Z OL c% Z O U � W ry w N N N N N CMJ N p ON O N O O O O D N N 7 O N N O N O CV O O O O O PROJECT # 20146 Know what's below. Call before you dig SHEET # CONSTRUCTION SEQUENCE STAGE 1 (SHEET C-401) 1. EROSION AND SEDIMENT CONTROL (E&SC PERMMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. 2. THE CONTRACTOR SHALL SCHEDULE A COORDINATION MEETING ON -SITE WITH THE NCDEQ INSPECTOR AND OWNER'S REPRESENTATIVES. THE CONTRACTOR SHALL PROVIDE ATTENDEES WITH A MINIMUM OF 72 HOURS NOTICE FOR ALL ON -SITE MEETINGS. 3. THE CONTRACTOR SHALL INSTALL THE EROSION CONTROL MEASURES AS SHOWN ON THE APPROVED CONSTRUCTION PLANS. THE CONTRACTOR SHALL TAKE GREAT CARE TO NOT DISTURB ANY MORE AREA THAN NECESSARY TO INSTALL THE MEASURES. THE SKIMMER BASIN OUTLET PIPE SHALL BE RUN TO DAYLIGHT AS SHOWN ON THE APPROVED PLANS. 4. UPON COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL CONTACT THE NCDEQ INSPECTOR TO SCHEDULE AN ON -SITE INSPECTION OF THE MEASURES, 5. ONCE THE MEASURES HAVE BEEN APPROVED BY NCDEQ, THE CONTRCTOR SHALL PROCEED TO EROSION CONTROL SEQUENCE - STAGE 2. STAGE 2 (SHEET C-402) 1. THE CONTRACTOR SHALL BEGIN ON -SITE CLEARING AND GRADING OPERATIONS. 2. THE CONTRACTOR SHALL BEGIN INSTALLATION OF THE PROPOSED STORM DRAINAGE IMPROVEMENTS. 3. AS STORM DRAINAGE STRUCTURES ARE INSTALLED, THE CONTRACTOR SHALL IMMEDIATELY INSTALL INLET PROTECTION MEASURES. STAGE 3 (SHEET C-403) 1. THE CONTRACTOR SHALL BEGIN CONSTRUCTION OF THE BUILDING. STAGE 4 (SHEET C-404) 1. THE CONTRACTOR SHALL BEGIN CONSTRUCTION OF THE PARKING LOT IMPROVEMENTS. ONCE THE STONE BASE FOR THE PAVED AREAS IS INSTALLED AROUND A DROP INLET, THE CONTRACTOR SHALL CONVERT THE INLET PROTECTION FROM BLOCK AND GRAVEL TO DROP SACK INLET PROTECTION. THE INLETS SHALL BE CONTINUALLY PROTECTED THROUGHOUT THE PROJECT UNTIL THE NCDEQ INSPECTOR APPROVES THEIR REMOVAL. 2. THE CONTRACTOR SHALL IMMEDIATELY STABILIZE ANY DENUDED AREAS AS THEY ARE BROUGHT TO FINAL GRADE. 3. ONCE THE IMPACTED AREA IS STABILIZED, THE CONTRACTOR SHALL SCHEDULE A FOLLOW-UP ON -SITE INSPECTION WITH THE NCDEQ STORMWATER INSPECTOR TO DISCUSS THE SKIMMER BASIN. ONCE APPROVED BY THE NCDEQ INSPECTOR, THE CONTRACTOR SHALL REMOVE THE SKIMMER BASIN. 4. AS AREAS AROUND EACH BUILDING ARE NO LONGER BEING USED OR IMPACTED BY CONSTRUCTION, THE CONTRACTOR SHALL FINE GRADE AREAS PER THE APPROVED CONSTRUCTION PLANS AND PROVIDE IMMEDIATE STABILIZATION. 5. ONCE ALL AREAS ARE STABILIZED, THE CONTRACTOR SHALL CONTACT NCDEQ FOR AN ON -SITE STORMWATER INSPECTION. 6, THE CONTRACTOR SHALL ADJUST ALL UTILITIES TO THEIR FINISHED GRADE ELEVATION AND INSTALL THE FINAL LIFT OF ASHPHALT. 7. THE CONTRACTOR SHALL INCREASE MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED EROSION, OFF -SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. 8. THE CONTRACTOR SHALL MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. REFER TO MAINTENANCE REQUIREMENTS PROVIDED ON THE DETAIL SHEETS IN THESE PLANS AND IN THE CURRENT NCDEQ EROSION CONTROL MANUAL. 9. ONCE GRADING IS COMPLETE AND THE SITE IS STABILIZED, THE CONTRACTOR SHALL CALL NCDEQ TO REQUEST AN INSPECTION AND OBTAIN APPROVAL TO REMOVE TEMPORARY MEASURES. DO NOT REMOVE ANY TEMPORARY MEASURES WITHOUT PRIOR NCDEQ INSPECTOR APPROVAL. 10. ONCE GRADING IS COMPLETE, TEMPORARY MEASURES ARE REMOVED, THE SITE IS STABILIZED, THE CONTRACTOR SHALL CALL THE NCDEQ INSPECTOR TO SCHEDULE A FINAL INSPECTION (REMINDER: THE SCM ASBUILT SURVEY MUST BE SUBMITTED TO THE TOWN OF HILLSBOROUGH AT LEAST ONE WEEK PRIOR TO THE REQUESTED FINAL INSPECTION). FULL STABILIZATION ON THE ENTIRE SITE IS REQUIRED IN ORDER TO OBTAIN A CERTIFICATE OF OCCUPANCY. 11. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT TH E&SC PLAN. 12. ONCE THE FINAL INSPECTION IS APPROVED, CLOSE THE SEDIMENTATION & EROSION CONTROL PERMIT AND OBTAIN A CERTIFICATE OF COMPLETION. NCDEQ INSPECTOR CONTACT INFORMATION WILMINGTON REGIONAL OFFICE #: 910.796.7215 EROSION CONTROL NOTES 1. REFER TO GENERAL NOTES. 2. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS, BUT MAY ADJUST AS NECESSARY BASED ON FIELD CONDITIONS. ANY ADJUSTMENTS TO THE EROSION CONTROL MEASURES SHALL BE APPROVED BY THE NCDEQ STORMWATER INSPECTOR PRIOR TO IMPLEMENTATION. 3. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES FOR THE LIFE OF THE PROJECT AND SHALL ENSURE THEY ARE CONTINUALLY IN GOOD WORKING CONDITION. 4. THE CONTRACTOR SHALL ENSURE GRADING OPERATIONS ARE PERFORMED IN A MANNER THAT DO NOT ALLOW ANY SEDIMENT R THE PROMPT REMOVAL F A OUTSIDE F THE P I OFF -SITE. THE FO O NY O E PROJECT LIMITS OR OF S E. E CONTRACTOR SHALL BE MUD SOILS AND CONSTRUCTION RELATED MATERIALS DEPOSITED UPON THE SURFACES OF THE PUBLIC RIGHT-OF-WAY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL SELF -INSPECTIONS AND SELF -MONITORING IN ACCORDANCE WITH CONDITIONS OF NPDES PERMIT NO. NCGO10000 AND NORTH CAROLINA GENERAL STATUE 1 13A-54.1(e) AND 15A NCAC 04B .0131 AND SHALL COMPLETE THE REQUIRED SELF -INSPECTION FORM FOUND ON THE DEMLR WEBSITE. 6. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES AND OFFSITE ROADWAYS ARE TO BE PERFORMED DAILY AND WITHIN 24 HOURS OF EVERY RAIN EVENT GREATER THAN 1.0 INCH. ANY NECESSARY REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL NECESSARY PERMITS ASSOCIATED WITH OFF -SITE BORROW SOURCES, IF NEEDED. 8. THE FOLLOWING MUST BE KEPT ON SITE UNTIL THE E&SC PLAN HAS BEEN CLOSED OUT BY LAND QUALITY: PREVIOUS 30 DAYS OF SELF INSPECTION REPORTS, RAIN GAUGE, APPROVAL CERTIFICATE/LETTER, APPROVED PLAN, AND NPDES PERMIT. THESE ITEMS SHOULD BE LOCATED NEAR THE MAIN CONSTRUCTION ENTRANCE. FAILURE TO MAINTAIN THESE ON SITE VIOLATES THE NPDES PERMIT. 9. CONCRETE DUST/WASTE/WASTEWATER MUST BE CLEANED OFF THE ROADWAY BY DRY SWEEPING METHODS ONLY. WATER MUST NOT BE USED TO WASH SEDIMENT OFF OF ROADS, DRIVEWAYS, OR PARKING LOTS. 10. NO ON -SITE FUEL STORAGE SHALL BE LOCATED WITHIN 50' OF ANY EXISTING OR PROPOSED STORM DRAINAGE INLET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING, SAFETY MEASURES AND APPROVALS NEEDED FOR ON -SITE FUEL STORAGE. 11. NO EROSION CONTROL MEASURES SHALL BE TEMPORARILY OR PERMANENTLY REMOVED WITHOUT PERMISSION FROM THE NCDEQ STORMWATER INSPECTOR. 12. THE CONTRACTOR SHALL PROVIDE AND USE A TEMPORARY CONCRETE WASHOUT BASIN ON SITE DURING ALL CONCRETE CONSTRUCTION ACTIVITIES. 13. THE SKIMMER BASIN MUST BE MAINTAINED UNTIL ALL UPGRADE DRAINAGE AREAS HAVE BEEN STABILIZED WITH THE ESTABLISHMENT OF PERMANENT VEGETATION. 14. ALL DEWATERING OF SEDIMENT CONTAINMENT DEVICES FOR MAINTENANCE, REMOVAL OR CONVERSION PURPOSES IS TO BE DONE THROUGH A SILT BAG. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUSLY MONITORING THE SILT BAGS DURING OPERATION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING ALL GROUND COVER PER CONDITIONS OF THE NPDES PERMIT. 16. ALL STAGING AREAS SHALL BE LOCATED WITHIN THE PROPOSED LIMITS OF DISTURBANCE SHOWN ON THE APPROVED PLANS. 17. ONCE FINAL SITE STABILIZATION IS ESTABLISHED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL RIP -RAP DISSIPATOR PADS THAT WERE USED DURING SITE CONSTRUCTION AND ARE SHOWN AS PERMANENT MEASURES. NARRATIVE THESE PLANS INCLUDE THE CONSTRUCTION OF A SINGLE BUILDING FOR USE AS AN OFFICE, RETAIL AND WAREHOUSING FACILITY ALONG WITH THE NEW INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT. THE PROPOSED INFRASTRUCTURE INCLUDES PARKING, PEDESTRIAN PATHWAYS, STORM DRAINAGE, AND UTILITIES. SEDIMENTATION AND EROSION CONTROL MEASURES INCLUDE CONSTRUCTION ENTRANCE, SILT FENCE, SILT FENCE OUTLETS, SKIMMER BASIN, AND INLET PROTECTION. THE CONTRACTOR SHALL FAITHFULLY MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL MEASURES. ADDITIONAL MEASURES MAY BE REQUIRED BY THE NCDEQ INSPECTOR, IF WARRANTED. EROSION CONTROL MAINTENANCE CONTACT INFORMATION PENDER COUNTY ABC BOARD 207 HWY 117 BYPASS BURGAW, NC 28425 CONTACT: SUSAN CRAWFORD EMAIL: PENDERABC@ATT.NET PHONE: 910.259.2672 FAX: 910.259.2673 PROPOSED DISTURBED AREA = 3.2 AC (139,850 SF) UTILITY NOTES 1. REER TO GENERAL NOTES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND ATTENDING A UTILITY INSTALLATION PRE -CONSTRUCTION MEETING WITH TOWN OF BURGAW PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL PARTIES A MINIMUM OF 72 HOUR NOTICE OF THE MEETING. 3. EXSTING UTILITIES IN CONFLICT WITH PROPOSED IMPROVEMENTS SHALL BE REMOVED OR RELOCATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION AND COSTS ASSOCIATED WITH REQUIRED REkAOVAL OR RELOCATION. 4. TNIS PLAN IS DIAGRAMMATIC AND REPRESENTS THE APPROXIMATE LOCATION OF UTILITIES UNLESS SPECIFICALLY DIMENSIONED. THE CONTRACTOR SHALL COORDINATE THE ACTUAL AND PROPOSED LOCATION OF UTILITIES TO AVOID CONFLICTS. 5. TF-E CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL UTILITY SERVICES INCLUDING, BUT NOT LIMITED TO, ELECTRIC, GAS, AND COMMUNICATION WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE CONDUITS AS REQUIRED FOR THESE UTILITIES UNDER PAVED AREAS. 6. CONTRACTOR SHALL REFER TO THE ELECTRICAL PLANS BY OTHERS FOR DETAILED INFORMATION RELATED TO THE TRANSFORMER INCLUDING ACTUAL LOCATION. 7. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF THE PROPOSED DOMESTIC WATER AND SANITARY SEWER SERVICES WITH THE BUIDING DESIGN PLANS BY OTHERS. 8. A'.L CLEAN -OUTS OUTSIDE OF THE BUILDING LOCATED IN PAVEMENT AREAS (ASPHALT OR CONCRETE) SHALL BE CAPPED WITH A MINI -MANHOLE. ALL CLEAN -OUTS LOCATED IN GRASS OR LANDSCAPE AREAS SHALL BE PROTECTED WITH A CONCRETE BORDER AS SHOWN IN THE DETAILS ON THESE PLANS. 9. REFER TO SITE LIGHTING PLANS BY OTHERS FOR SITE LIGHTING DETAILS AND INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL EFFORTS WITH SITE LIGHTING AND PROVIDING CONDUITS AS REQUIRED UNDER PAVED AREAS. 10. THE CONTRACTOR SHALL PROVIDE THE APPROPRIATE ELECTRICAL SERVICES TO THE PROPOSED BACKFLOW PREVENTERS AND ASSOCIATED ENCLOSURES. REFER TO THE SITE ELECTRICAL DRAWINGS BY OTHERS FOR ADDITIONAL DETAILS. 11. CONTRACTORS MUST COORDINATE ALL SITE UTILITY INSPECTIONS WITH THE TOWN OF BURGAW. 12. THE CONTRACTOR SHALL ENSURE THAT THE BACKFLOW PREVENTION DEVICES ARE IN COMPLIANCE WITH NFPA 13 AND OAWS BACKFLOW PREVENTION STANDARDS AND DETAILS. THE CONTRACTOR SHALL PROVIDE A MEANS OF TESTING THE BACKFLOW ASSEMBLIES PER NFPA 13-2013, 8.17.4.6. 13. THE CONTRACTOR SHALL REFER TO PLANS BY OTHERS FOR DETAILS AND INFORMATION RELATED TO MECHANICAL AND OTHER UTILITY EQUIPMENT PAD DESIGNS. 14. PROPOSED UTILITY IMPROVEMENTS INSTALLED UNDER THE PERMEABLE PAVERS SHALL BE INSTALLED AT A DEPTH WITH A MINIMUM OF 6 INCHES OF CLEARANCE BETWEEN THE TOP OF THE UTILITY SERVICE AND THE GEOTEXTILE FILTRATION FABRIC. 15. UTILITY IMPROVEMENTS SHALL COMPLY WITH MINIMUM SEPARATION REQUIREMENTS SPECIFIED BY NCDEQ IN SUBCHAPTER 02T - WASTE NOT DISCHARGED TO SURFACE WATERS. GRADING & DRAINAGE NOTES 1. REFER TO GENERAL NOTES. 2. COMPACTION OF SOILS SHALL BE PERFORMED IN ACCORDANCE WITH TOWN OF BURGAW STANDARDS AND SPECIFICATIONS AND/OR RECOMMENDATIONS OF A LICENSED GEOTECHNICAL ENGINEER, WHICHEVER IS MORE STRINGENT. 3. THE CONTRACTOR SHALL CONTACT GROUNDED ENGINEERING FOR ANY VARYING SITE CONDITIONS OR DISCREPANCIES AFFECTING SITE ACCESSIBILITY REQUIREMENTS. 4. ALL PERMANENT SLOPES SHALL BE CONSTRUCTED NO STEEPER THAN 3:1. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING AND GRADING ALL PROPOSED IMPROVEMENTS IN A MANNER THAT ALLOWS FOR POSITIVE DRAINAGE AWAY FROM THE BUILDING. PONDING WATER ANYWHERE ON SITE, INCLUDING LANDSCAPE ISLANDS, IS PROHIBITED. THE CONTRACTOR SHALL SPILL CURB & GUTTER WHERE NECESSARY TO ENSURE PONDING DOES NOT OCCUR. GUTTER CROSS SLOPES SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT. 6. NO STATEMENT IS MADE OR IMPLIED THAT THE ON -SITE GRADING AND EARTHWORK INDICATED ON THESE DRAWINGS IS BALANCED. 7. NO STATEMENT IS MADE OR IMPLIED REGARDING THE QUALITY OF THE ON -SITE SOILS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE PROJECT GEOTECHNICAL REPORT BY OTHERS. 8. ALL WALLS (RETAINING, SCREENING, AND SEATING) ARE SHOWN ON THIS PLAN FOR DIAGRAMATIC PURPOSES ONLY. THESE PLANS DO NOT PROVIDE ANY STRUCTURAL OR OTHER DESIGN ASSOCIATED WITH THE PROPOSED WALLS. REFER TO ARCHITECTURAL AND/OR STRUCTURAL PLANS FOR FINAL WALL ELEVATIONS, DETAILS AND OTHER RELATED INFORMATION. 9. ALL CLEAN -OUTS OUTSIDE OF THE BUILDING LOCATED IN PAVEMENT AREAS (ASPHALT OR CONCRETE) SHALL BE CAPPED WITH A MINI -MANHOLE. 10. THE SLOPES ON SIDEWALKS SHALL NOT EXCEED 2.0% IN ANY DIRECTION WITHIN 5 FEET OF ANY BUILDING DOORWAY. 11. THE SLOPES ACROSS THE PROPOSED ADA PARKING SPACES AND ASSOCIATED AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. SITE ACCESSIBILITY NOTES ALL BUILDINGS WITHIN THE BOUNDARY OF THIS SITE, UNLESS OTHERWISE NOTED AS EXEMPT, SHALL HAVE "ACCESSIBLE ROUTES" AS REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT, FAIR HOUSING STANDARDS, AND GOVERNING STATE HANDICAP CODE STANDARDS. THESE STANDARDS FOR ACCESSIBILITY INCLUDE, BUT ARE NOT LIMITED TO: MAXIMUM WALK SLOPE = 1:20 • MAXIMUM RAMP SLOPE = 1: 12 WITH RAILING • MAXIMUM CROSS SLOPE = 2.0% • ALL WALKS TO BE BROOM FINISHED CONCRETE UNLESS OTHERWISE SPECIFIED ON THESE DRAWINGS The work taking place related to the changes in this SITE PLAN will be fully compliant with the North Carolina Accessibility Codes (ANSI 117.1 -2009 and Chapter 11 of the NCBC) unless and except in areas where an approved statement from a site engineer, surveyor or architect verifies that site conditions exist where the topography of the site is extreme and only alternate methods of compliance are possible. The SITE will be fully compliant with the North Carolina Accessibility Codes (ANSI 117.1 -2009 and Chapter 11 of the NCBC) unless and except in areas where an approved statement from a site engineer, surveyor or architect verifies that site conditions exist where the topography of the site is extreme and only alternate methods of compliance are possible. PAVEMENT MARKING & SIGN NOTES 1. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), NCDOT, AND JOHNSTON COUNTY STANDARDS, 2, ALL SIGNS SHALL BE MOUNTED WITH 5-FT MINIMUM VERTICAL CLEARANCE TO THE BOTTOM OF THE SIGN ON 2 LB GALVANIZED STEEL U-CHANNEL POST SET IN 3 FT DEEP x 12 INCH DIAMETER CONCRETE FOOTING. 3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS. 4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TYPE EXCEPT FOR PARKING SPACE LINES WHICH MAY BE THERMOPLASTIC OR ALKYD -RESIN TYPE PAINT. ALL CONSTRUCTION SHALL CONFORM WITH TOWN OF BURGAW STANDARDS AND SPECIFICATIONS. ALL WORK INSIDE OF THE PUBLIC RIGHT-OF-WAY SHALL CONFORM WITH NCDOT STANDARDS AND SPECIFICATIONS REFER TO SHEET C-001 FOR PROJECT AND SHEET RELATED NOTES. GENERAL NOTES 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM WITH TOWN OF BURGAW STANDARDS AND SPECIFICATIONS. ALL WORK INSIDE OF THE PUBLIC RIGHT-OF-WAY SHALL CONFORM WITH NCDOT STANDARDS AND SPECIFICATIONS. 2. EXISTING BOUNDARY, TOPOGRAPHY, AND EXISTING CONDITIONS TAKEN FROM SURVEY PROVIDED BY CAPE FEAR ENGINEERING. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING, AND PAYMENT FOR ALL NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO BEGINNING DEMOLITION, EXCAVATION, OR ANY OTHER FORM OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNERS REPRESENTATIVES OF ANY DISCREPANCIES OR CONFLICTS. 4. ALL SUB -SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON SURVEY INFORMATION, FIELD OBSERVATIONS, AND OTHER RECORD DRAWINGS WHICH MAY BE AVAILABLE. THESE DRAWINGS DO NOT NECESSARILY SHOW ALL EXISTING UTILITIES, 5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED OR REPLACED TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COORDINATING INSPECTIONS, CERTIFICATIONS, AND OTHER REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT. 7. THE CONTRACTOR SHALL MAINTAIN AS -BUILT DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS WILL BE PROVIDED TO THE OWNER'S REPRESENTATIVE AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR RECORD KEEPING AND AT THE CONCLUSION OF CONSTRUCTION. 8. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THERE FOR SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY INFRASTRUCTURE REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE COORDINATION AND COSTS OF ASSOCIATED WORK. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS AND RUBBISH CAUSED BY THE CONTRACTOR. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. 11. THE CONTRACTOR SHALL NOT DISTURB OR IMPACT THE EXISTING WETLANDS ON SITE PRIOR TO OBTAINING THE REQUIRED APPROPRIATE PERMITS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE EXISTING MONITORING WELLS HAVE BEEN REMOVED AS SHOWN ON THE SITE DEMOLITION PLAN. IF THE REFERENCED MONITORING WELLS HAVE NOT BEEN REMOVED, THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY. 13. THESE PLANS DO NOT INCLUDE ANY INFORMATION RELATED TO ANY ON -SITE CONTAMINATED SOILS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING AND COMPLYING WITH THE SITE ENVIRONMENTAL REPORTS. 14. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. SITE DEMOLITION PLAN NOTES 1. REFER TO GENERAL NOTES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROPRIATE SIGNAGE AND MEASURES TO SECURE THE CONSTRUCTION SITE AND MAINTAIN SAFETY FOR ALL PARTIES. 3. THE CONTRACTOR SHALL REMOVE CONCRETE (WHERE REQUIRED) TO THE FIRST COLD JOINT OR SAW CUT TO OBTAIN A CLEAN EDGE. 4. THE CONTRACTOR SHALL SAW CUT ASPHALT (WHERE REQUIRED) TO OBTAIN A CLEAN EDGE. 5. CLEANOUTS AND WATER VALVES LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE AND ADJUSTED TO BE FLUSH WITH NEW GRADE. 6. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF THESE SOILS SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER. 7. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO BE REMOVED. 8. ANY MATERIALS REMOVED AS PART OF DEMOLITION FOR THIS PROJECT SHALL BE PROPRELY DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS ASSOCIATED WITH A TEMPORARY CONSTRUCTION TRAILER IF ONE IS TO BE USED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY TEMPORARY SHORING AND STRUCTURAL STABILIZATION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROPRIATE TRAFFIC CONTROL MEASURES TO CONTROL CONSTRUCTION TRAFFIC IN AND OUT OF THE PROJECT SITE INCLUDING FLAGGERS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL INACTIVE INFRASTRUCURE WITHIN THE AREA OF DEMOLITION. 13. IF CONSTRUCTION MEANS AND METHODS REQUIRE ANY TEMPORARY LANE CLOSURES ALONG PUBLIC ROADWAYS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM NCDOT AND TOWN OF BURGAW. SITE LAYOUT NOTES 1. REFER TO GENERAL NOTES. 2. BUILDING SIZE, DIMENSIONS, AND LOCATION ARE APPROXIMATE AND ARE PROVIDED FOR DIAGRAMATIC PURPOSES ONLY. REFER TO ARCHITECTURAL PLANS BY OTHERS FOR DETAILED INFORMATION INCLUDING DIMENSIONS, LOCATION, AND BUILDING FOOTPRINT. 3. ALL WALLS (RETAINING, SCREENING, AND SEATING) ARE SHOWN ON THIS PLAN FOR DIAGRAMATIC PURPOSES ONLY. THESE PLANS DO NOT PROVIDE ANY STRUCTURAL OR OTHER DESIGN ASSOCIATED WITH THE PROPOSED WALLS. REFER TO ARCHITECTURAL AND/OR STRUCTURAL PLANS FOR DETAILS AND INFORMATION. 4. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION JOINTS FOR ALL CONCRETE SIDEWALK AND CONCRETE PAVING IN ACCORDANCE WITH GUIDELINES PROVIDED BY THE PORTLAND CEMENT ASSOCIATION AND THE AMERICAN CONCRETE INSTITUTE 5. ALL PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH NCDOT, TOWN OF BURGAW STANDARDS AND THE PROJECT GEOTECHNICAL REPORT, WHICHEVER IS MORE STRINGENT. 6. ALL SIDEWALKS MUST BE ACCESSIBLE TO PERSONS WHO ARE BLIND, HAVE LOW VISION, AND PEOPLE WITH MOBILITY DISABILITIES. ALTERNATE PEDESTRIAN ROUTES DURING CONSTRUCTION WILL BE REQUIRED TO BE COMPLIANT WITH TEH PUBLIC RIGHTS -OF -WAY ACCESSIBILITY GUIDELINES (PPOWAG), 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 7. ALL SIDEWALKS SHALL HAVE A CROSS SLOPE LESS THAN 2.0% AND SHALL DRAIN AWAY FROM THE BUILDING. Know what's below. 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ALL WORK INSIDE OF THE PUBLIC RIGHT-OF-WAY SHALL CONFORM WITH NCDOT STANDARDS AND SPECIFICATIONS REFER TO SHEET C-001 FOR PROJECT AND SHEET RELATED NOTES. lr / / / EIP EASEMENT (MB 23, PG 99) S 25eI33'56'E 2139. 10' -�-{ ; # ^'s.;\ ;<k ; k t { 1 T / / S 229.52 ' l _ 14/r IN # t+k.F Y # #g � v�!{ � {+ + ' I 1 / / EIVION kg NN`Nk- {#+ Xt {# }i+ g*{ k#+ NN \ + #kk #kk4** k x}} }#k}+kkk# k+ #t} #kk+ k # * ,� A t k +kk + k k �t+tx \k ; : + # ' / I \ - // � - ".�..�---_"'d-- •-_•--_____'-'_._. # }k k* \ \ N IN ry EXISTING DRAINAGE / k * { # "} :# + 't ' I / #*#+ t'++ : } \ \ \ ' FEATUR€-TC-Of BANK / kk-}#** ,k k ��4 k *k*##**+k}r*+ :#* * *' - cvcV \ + y. * i k +l' {x##Y{ * # }Y}}k*#i kt #� #kt�*.y#+ { j+k+ {t #} / + k NIN, { # }, NI ##Pt # + # tk 4 #+ #}+ t t { # t ## i}fi# #y • Y ;key #' `+ A,k}} {,#t 4 # k 0 i! # + h I + + { ++N { # # Y,F} + + {'\}.t } + #� { k} +#INN # { �{* ill + k #{k k ht# k�4* IN #+ lk+((p t +x ++ x# Hk+kk* x+* xt +' }*'#*# ++ y r+ \ / \ +• :x}` * t# y�; K+`k* ;;:�:.x#; x'# ;�:s*+*; k:k1'#{#k`}# EXISTING WETLANDS (TYP) \ #yF+t k### 4 k # *+k k \ \ \ `•- %� `� r 1 \ l 1 #t !+ CC�k//..//,``,#j : ; t 4+ :�#rk+krk.• k:`Cxkxk : \ \ \ / - - EXISTIG STEEL TANK #k t+ t k * #+ k#+ # k+ *NNN ## *##t } k## ktk # # k}K +# t{ #xkt#�k t,�#+kk}Y *k +k #{+# +*k� #k hYY# \ / / + :+{ # +r" ** t+ R+ +k#: + }#+k{#+k * } +:4 {* #{'�:* \ \ \ I EtS7NG TREE LINE (TYP) / \ / l # N. # N # # ##k'+k + # k4 \\ / ~ / kl/ !� * #k * + {.ktk * * k IN k +k* kk 1 \ \ \ \ EIP x#{+# I. r ^� M / I o 06 x FxJ / - r \\ \ 1 1 \ M \ I \ I \ �\ EIP 11 1, 1 1i` 1111 I I I \ r EXISTING ALUMINUM BUILDING EXISTING TREE LINE (TYP) I I 1 111 111I 1 \ EXISTING �NCRETE ��jj / PAVEMENT _ J - - _ - / \ _ M PXISTIN N 6NCRETE .- \ EXISTINGPMONITORING WELL(TYP) EXISTING CONCRETE 01h PAVEMENT / r 1 EXISTING ASPHALT \ \ \ 1 \ \ \ \ \`�,1 PAVEMENT PP EXISTING UTILITY POLE (TYP) / / METING OVERHEAD UTILITY L II / 1I \ \ \ \ \1 \ \ \ EXISTING CONCRETE / 1 I 1 \ / I ✓-\ PAVEMENT I I EXISTING GUY WIRE (TYP EXISTING OVERHEAD UTILITY LINE (TYP) EXISTING LIGHT POLE (TYP) �V PP I /1 I EXISTING SSMH 11 EXISTING SSMH NV OUT 740.56 RIM = 46.31 INV IN (NW) = 39.46 N 22'42 02V 1. h✓� 00 El Z --� / EXISTING 10" SANITARY INV IN (NE) = 39.42 EXISTIt�1G 18" P e 111 \ e\\ e / / / ` ` L- SEWER LINE (MATERIAL INV IN (SE) = 39.50 I I\ \ \\ 1 \ \ I I r EXISTING 18" RCP UNKNOWN) INV OUT (SW) = 39.41 INV CUT = 3�46 / ) \ \ \III / / i \ EXISTING 18" RCP LP I / INV IN = 38 EXISTING 24'<<ICP \\ \ 1 _ / - I = - - - _ = INV IN = 39.8� _ /- ' ! EXISTING WATER VALVE t IN`� OUT = 37.3� 7 - - _- \V / EXISTING 18" RCP ---- a`-� - EXISTING 18"RCP ~ \ 1 / INV OUT 42.45 ____-___„-WA>�� DE N- OF EXISTING _-----IC�LLVOIIL=423]_._- -- J- - - - ---- \ _ - 1 SST - _ EXIST*IQ2*"RUSTORM ' �- - - - - - ------- - - --- - --- r .eRAINAGE PIPE '�-� ___-.- --� -- '� / - - \ � - - - - - - - - ._ "_ � l - - - --- _ �.- � � / �, 1 � - - EXISTING 18" RCP SS _--SS v - - - // ---- -----= -INV IN=42.84 SS ss ----- E:2327129.05-- - ---- --` `'--- �� � - ° \ \ \ SSA - -ss HWY117 _ DI DI EXISTING 12" RCP STORM - s ' OU - 0 DRAINAGE PI EbU EXISTING DROP INLET" - L� RIM = 43.50 EXISTING DROP INLET EXISTIN DROP IN �' p MW M INV IN (SE) = 41.10 RIM = 42.88 RIM = .50`i EXISTING DROP INLET W G _ W W INV( T (NW) = 40.80W INV IN (NW) = 40.38 INV IN (NW) = 38.87 RIM = 4A1.1. 5 W - - YYVV INV OUT (SE) = 40.33 INV OUT ISE� W __ V(41W) = 38.30 W _..-.---INV-@UT (SET -= 8 16 WV EXISTING LIGHT POLE (TYP) EXISTING 12" RCP STORM _ -- DRAINAGE PIPE W - - _ - - -sx- ISTI G 24" RCP STORM E ISTING 24" R P STORM Mw EXISTING DROP INLET W DRAINAGE PIPE RAINAGE PIP LP Mw RIM = 43.68 INV IN (SE) = 41.38 E (STING DROP INLET INV OUT (NW) = 41.33 IM = 42.50 , I V IN (NW) J08.15 ASSUMED LOCATION OF NV IN (SE) = 0.25 EXISTING 8" ASBESTOS �NV OUT (NE) - 38.15 `✓✓ WATERLINE (SIZE AND MATERIAL PROVIDED BY TOWN) Uj Gv r DUI \�\ O am i 1 / LP \ / \ � I I � I J :D �O V) DI EXISTING 12" RCP STOR SAGE PIPE EXISTING DROP INLET -�' SS �� Z ) _ en ----� INV IN (SE) = 42.1 SS �- SS INV OUT (N W) = 42.19 --'- W -=-�-W -- -- SS ---- --- EXISTING SSMH '-W SS RIM = 44.13 INV IN (SE) = 36.41 INV OUT (SW) = 36.41 I I I LEGEND EXISTING CONTOUR (MAJOR) EXISTING CONTOUR (MINOR) EXISTING WATERLINE EXISTING SANITARY SEWER EXISTING STORM DRAINAGE EXISTING FIBER OPTIC LINE EXISTING GAS LINE EXISTING OVERHEAD UTILITY LINE EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING FIRE HYDRANT EXISTING WATERLINE VALVE EXISTING SANITARY SEWER MH EXISTING CLEANOUT EXISTING MONITORING WELL EXISTING TREE LINE EXISTING WETLANDS Know what's below. 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LU W r, W w Q N M M M LO N N O N N Q N - N O O O O O PROJECT # 20146 SHEET # C 100 > / EIP l /j \ I \ \ S 25i33'56 "E � 10 / -__ / 1k}}k *k ----------- _ /e k {y�'l.�k : r # k *} {} : �# k }; *• } w { k #; { # * *;; � :: 1 I r — '` -- -/ • / �'� **k k{ # k k* x* k** h4�*��� { # { k* { !kk ## ** 44 %CYk ?tk h} {} }*kk{}* # - - 0 ti S 18*X 6 56 — 229. 52' — — — — — — --- \ EMON / I / I ISTING STRUCTURES T- B IEMOVED XISTING MONITORING ELL TO BE REMOVED - TYP ((REFER TO GENERAL NOTE I 1#12) EXISTING WOODS TO BE { CLEARED AND REMOVED I (TYP) \ ~\ vvvv�v�vv� II v v EXISTING ITRUCTURE TO BE REMOVE[ EXISTINGIIMPROVEMENTS J r TO BE REtJfOVEQdTYPJ I EXISTING UTILhTY POLE TO BE \ f REMOVED (TY) / \ \ \ \ \ EXISTING -WOODS TO BE CL� RED AND REMOVED(TV PP EXISTING OVERHEAD UTILITY I 0& DINES TO BE REMOVED (TYP) I r � � I III, \\ ,/ ► I I N 22'42'02 V 1. CVICTI11/ I C T^ OC L. �I ------------------ ..--. ..h -- -- — — — — — \\ (150- PUSITC-11 - - -= =="-- - - r/ DI W__------- W - WW s I I W — / ��Wv.,, EXISTING PAVEMENTTTTO BE - REMOVED AND REPLACED AS NECESSARY TO INSTALL PROPOSED UTILITY IMPROVEMENTS (TYP) - OU OU — OU — W — — W— W W ----- W CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING LAWN AND PAVEMENT AREAS FOLLOWING THE INSTALLATION OF THE PROPOSED UTILITY IMPROVEMENTS i EIP EIP 1 \ v ^ rJ V I � 1 If I / II / I I / so - EXISTING PAVEMENT TO B REMOVED AND REPLACE AS NECESSARY TO INSTALL -4MPROVENVENTS (f`�- L Ivy j IMPROVENIE�ITS _`-- W RUj \ y cv —DI DI 0U LU / \ o SS-�-SS— SS SS P W- 1 ALL CONSTRUCTION SHALL CONFORM WITH TOWN OF BURGAW STANDARDS AND SPECIFICATIONS. ALL WORK INSIDE OF THE PUBLIC RIGHT-OF-WAY SHALL CONFORM WITH NCDOT STANDARDS AND SPECIFICATIONS REFER TO SHEET C-001 FOR PROJECT AND SHEET RELATED NOTES. LEGEND Know what's below. Call before you dig. EXISTING CONTOUR (MAJOR) EXISTING CONTOUR (MINOR) EXISTING WATERLINE EXISTING SANITARY SEWER EXISTING STORM DRAINAGE EXISTING FIBER OPTIC LINE EXISTING GAS LINE EXISTING OVERHEAD UTILITY LINE EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING FIRE HYDRANT EXISTING WATERLINE VALVE EXISTING SANITARY SEWER MH EXISTING CLEANOUT EXISTING MONITORING WELL EXISTING MONITORING WELL TO BE REMOVED EXISTING TREE LINE EXISTING WETLANDS EXISTING IMPROVEMENTS TO BE REMOVED EXISTING WOODS TO BE REMOVED EXISTING IMPROVEMENTS TO BE REMOVED AND REPLACED NORTH a 0 o a 10 co N 0 M N U m U 01 -It 00., .� O* U a o� E U- "�'jIMa11", SEAL ° ,.e 026963 * .a C -s NF w 00 Z) 0 r ^W I..L Z J J — Z < 0 W m Z Uz V) _! 0 coW Q Q J IL W w 0 Z ~ LU Z F- 0 "' U cz W Q Z ^W CL w � w w z CL N w o Q m � Q m "' Q w 3 o Q o w w ~ 0 V) O-i p z De O W z Z> W O OU V) >oe w -' Q W V)� z Q W O v> o w Q oe O W I-- 3 0 F- w U z W LU W O N C7 -0 t�, m w N N N N N N N t� N N N N N N N L6 � N N O N N O V)0 — O O O 0 O PROJECT # 20146 30 15 0 30 60 SHEET # GRAPHIC SCALE C-200 EXISTING DRAINAGE FEATURE TOP OF BANK NOW OR FORMERLY / OWNED BY: / BURGAW DEVELOPMENT GROUP LLC EXISTING 100' WIDE / PIN - 3239-04-2300-0000 ZONING - PUD-1 OVERHEAD POWE LINE EASEMENT (MB 23, PG 99) / TYor W BUFFER YARD �10 WIDE 20' WIDE REAR SETBACK + y`+ �k kkk # + * k kk k{ x } { �•-�. _ #.Y-�yYk } #YN }# t }k # # k k * d +A k y k *y .4 'k+ 'v'-�� _ -..� -.� # y + # +k* #k* # { y#* yk k k "dt#x 7 } { L k -®_ i� PROPOSED TREE LINE (TYP) PROPOSED 6' HIGH BLACK / k'#hk k VINYL CHAIN LINK FENCE " k#/$ STREW k + # k+y + tky}k kY�t STR r t#{ { TYP (TYP) + #+ {•# dtkt# k+ - - - _ - _ - - - ®- - -. - - - - - - - - - - - - - - tk* # PROPOSED BOLLARD (TYP) / I PROPOSED DUMPSTER / PROPOSED STORMWATER I ENCLOSURE (REFER TO PLANS BY OTHERS FOR CONTROL MEASURE (REFER i DETAILS AND INFORMATION) BQ / }+ + # k TO SHEETS C-600 & C-610 ( " :* k y k# *kkkh *`{ + { #k { " :_"{ *##y :�{ tk FOR DETAILS AND ADDITIONAL INFORMATION) / {t +#+{ { # k} 777 *t � Ny }k#y {t * kt y }}y %`ky °k °} "} k+ + y # { kkk $ ..-. moo. - - ems. - - - - - - - - - / -� r.� .® .�.. � r� � w- � o BD / {#+# § # # k}t} # y k t }k k+k} %k t} ++ kk kh*k #+{# k xky + ; k + kk # kk; {{# { ++d#+ I I PROPOSED HEAVY DUTY NOW OR FOR LY OWNED BY: BURGAW CREEK C PIN - 3229-74-2651 I ZONING - B-2 NOW OR FORMERLY / OWNED BY: JEFFREY E JAMES PIN -3229-73-7817-0000 ZONING - B-2 +"+ #" *# #kk" { "# kk CONCRETE PAVEMENT (TYP p --- y+kk + #{ #"#{{{ {�{ `{k# {, " {{k`# {kdk`{ OF HATCHED AREA) PROPO D DUMPSTER PAD {k ++ * kt {k #+:+„ k# PAVE NT (EXTENDS 20' *kkt%kkktk kt k"#}% { + � � BEYO FACE OF y � ENCL SURE) a i; 25.0' B-B / -�: {rTrCrc-r1- � ,. W PROPOSED ADA PATHWAY 1 (TYP). PROPOSED 5WIDE •o. CONCRETE SIDEWALK • o', 1 • .' • PROPOSED 6' WIDE �. CONCRETE SIDEWALK •:�i�►,'•••�.iss'os•:®sa.®s''so:o.i:.�:s ( 1 9 a PROPOSED ASPHALT 1 PA'�EMENT (TYP) PROPOSED 24" CONCRETE CURA AND GUTTER (TYP) fie Q r z U- 0U 3m PROPOSED CONCRETE o PAVEMENT (TYP OF CN HATCHED AREA) PROPOSED 6' WIDE PAINTED CROSSWALK 15 o � / Q /a /4 O ) N � r O ll�il 9.0' e:. ®' PROPOSED ADA RAMP 25.0' B-B (TYPE R-2) oLLJ LO v) 25.0' B-B 12' WIDE STREETYARD BUFFER AV • PROPOSED 5' WIDE PROPOSED 5WIDE CONCRETE SIDEWALK CONCRETE SIDEWALK CONTRACTOR SHALL COORDINATE PROPOSED TRUNCATED dolS PROPOSED MONUMENT LOCATION OF PROPOSED MONUMENT doll D ES (TYP) ?`riP (t SIGN (REFER TO SIGN IN THE FIELD WITH THE ARCHITECT U?o* noun 25 ARCHITECTURAL PLANS BY PRIOR TO INSTALLATION OTHERS FOR DETAIL,$) _®__ —_ -- �---- --- H WY 117 (150' PUBLIC R/W) NOW OR FORMERLY OWNED BY: NOW OR FORMERLY A COASTAL CAROLINA CAR OWNED BY: WASH LLC FIRST CITIZENS BANK PIN - 3229-74-01 15-0000 PIN - 3229-64-7397-0000 ZONING - B-2 ZONING - B-2 NOW OR FORMERLY OWNED BY: NORWOOD P BLANCHARD PIN - 3229-73-4895-0000 ZONING - B-2 / NOW OR FORMERLY OWNED BY: CAROLYN HILLIARD / BORDEAUX TRUSTEE PFROPOSED 3WIDE x6" PIN - 3229-74-3072-0000 T ICK CONCRETE STRIP FO ZONING - B-2 / / ATE RETRACTION PROPOSED 24' WIDE / ,31 (DING GATE (REFER T ME CAL PLANS / OTHERS FOR D SI CONTRACTOR SHALL / 1 PROVIDE FIRE DEPARTMENT APPROVED KNOX BOX AT GATE PROPOSED ASPHALT PAVEMENT (TYP) / f / PROPOSED 24' CONCRETE / CURB & GUTTER (TYP) PROPOSED CURB AND GU`1;TER TAPER (TYP AT END / OF A CURB AND GUTTER) Z wa r PROPOSED TRUNCATED DOMES (TYP) PROPOSED 6"WIDE PAINTED CROSSWALK,'(TYP) W W N c to W d W c Z .. — _ c/)_ LU I NOW OR FORMERLY OWNED BY: CJ JORDAN PROPERTY MANAGEMENT LLC I PIN - 3229-73-0954-0000 ZONING - B-2 ALL CONSTRUCTION SHALL CONFORM WITH THE TOWN OF BURGAW STANDARDS AND SPECIFICATIONS. ALL WORK INSIDE OF THE PUBLIC RIGHT-OF-WAY SHALL CONFORM WITH NCDOT STANDARDS AND SPECIFICATIONS REFER TO SHEET C-001 FOR PROJECT AND SHEET RELATED NOTES. LEGEND PROPOSED BUILDING PROPOSED BUILDING OVERHANG PROPOSED HEAVY DUTY CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK EXISTING WETLANDS PROPOSED TREE LINE EXISTING TREE LINE EXISTING PROPERTY LINE PROPOSED CURB Know what's below. Call before you dig. NORTH 30 15 0 30 60 GRAPHIC SCALE O O 0. 00 W N C1 M V) U U _I Z CO H 0• c O 0, U ry U- 5411&111U$11< SEAL } 026963 b ob w V) 0 W T o45 J Z < J � J Q W ID A/ L� Z V) 0 U z >- co < Q I iL W Z V 0 U ry LU 0 Z W OL w � > w W > w ZO w Q : co V) QLLLJ m Q Z � Z J �j 3 Q C 0- w tL Q WQ O Z W O w Z J 0 W � cz O w Z O V)LU 3 w W Q W OL� cn Q J a- Z v) 0 W Q � O v)CL w a C < 0 V) U Z w r� cp W O N COV CNV N N ON N ON N N N NO N N � N N O N N O V) O — O O MO O O PROJECT # 20146 SHEET # C-300 \ / i \ EXISTING WETLANDS (mP) L J 7- PROPOSED STORMWATER / C-OfdTR9LAdEASURELREFER \ -/ TO SHEETS C-600 & C-619- 7; + # #+* ## - - / / FOR DETAILS AND # #x-----r- \\�� 7` ADDITIONAL INFORMATION) - - - AT STREAM # OPOS� CL'B' RIP -RAP r r l D / i } \\ 45 #+ # SIPATO PAD #*+*{;* y*i \ 43 ( x12'Lx2Y DEEP) / EXISTING DRAINAGE / :} :#h"(} } x:}k:} ;*1�#k;}, "* +:f ' i+ ;�k;* \ 41 FEATURE TOP OF BANK �� :{++"#x #L A+ }+\t}+`y{' hx+#+/++i #+ }+1-A#k}1> .+*"+ `.} ,} {+}.r* ;{kt:**. va v r�i BD #* sISER#02 \ " -{Q1e 4C ;#{ t 1Jk § # k** ~� +* #{ +*#}+}} *" #+**+*}##k*#}9*{ t}+* 1".. # 11 �{ / ;." x=y**++kt : /x+**: ". 'k;*#* :'# i C.O.----------------+------------ ---- / r a / k #+ #t# 1 11 \\ \ I�I�� II' ✓' % BD I 1 F S# c x I I I I I�I II I I /r ADST7D AD 0� I I II jr at 'I I I I I j I 1� 1 -- PRO #07 POSeD STORM - FX, I I I II I 111� 1 I I I /, ". I_I ®: I I .� a �RAINAGY PIPE (TYP) .�- I• 50 �p R PRSED ROP INLET (TYP) � -�' � / A 'l I etr1\ IDS. ,1 ��tx \ \ \ 1 1 1 } ro =CANS (SHEErs s i�j 1 I PROPOSED BUILDINGN DETAILS Ah, LAI2DAIiNC`pAt. f / / (FFE = 50.50) N8 ) I � / k £ROPO� DOWNSPOUT . ALL CONSTRUCTION SHALL CONFORM WITH THE TOWN OF BURGAW STANDARDS AND SPECIFICATIONS. ALL WORK INSIDE OF THE PUBLIC RIGHT-OF-WAY SHALL CONFORM WITH NCDOT STANDARDS AND SPECIFICATIONS REFER TO SHEET C-001 FOR PROJECT AND SHEET RELATED NOTES. ti Idltet Up # lnlet dawn Riim Up ` Inverf Up Inert bown Pipe length f ff' 5 Pi ©iarril� er in ( RE i` l�Il f ri P+a Pi e S o e P p. V� ,y Notes, EXEOP#35 DI#34 ---- 42.45 - ---- 18 (EX) RCP (EX) EX DI#34 EXEOP#33 44.50(TG) 42.40 42.38 6 18 RCP 0.3% EXEOP#33 EXEOP#32 ---- 42.38 42.31 101 18 (EX) RCP (EX) EX FES#31 SMH#30 ---- 41.00 40.00 26 18 RCP 3.8% SMH#30 EXEOP#29 47.00(RIM) ---- 39.84 ---- ---- RCP ---- EXEOP#29 EXEOP#28 ---- 39.84 38.46 48 18 (EX) RCP (EX) EX FES#27C SMH#27B ---- 42.70 41.70 134 15 RCP 0.7% SMH#27B SMH#27A 45.00 41.60 39.70 183 15 RCP 1.0170 SMH#27A FE3#27 45.00 39.60 39.00 63 15 RCP 1.0% DI#26 DI#15 47.80(RIM) 43.80 43.50 40 15 RCP 0.7% AD#25 AD#24 49.25(RIM) 47.25 46.50 37 8 PVC 2.0% AD#24 AD#23 49.00(RIM) 46.50 46.20 14 8 PVC 2.1% AD#23 DI#17 49.50(RIM) 45.50 44.50 42 8 PVC 2.4% AD#22 AD#21 49.50(RIM) 47.50 47.00 24 8 PVC 2.1% AD#21 DI#17 49.50(RIM) 45.50 44.50 42 8 PVC 2.417 DI#20 DI#19 48.80(RIM) 45.40 45.10 50 15 RCP 0.6% DI#19 DI#18 48.30(RIM) 45.00 44.70 48 15 RCP 0.67o DI#18 DI#17 48.30(RIM) 44.60 44.30 48 15 RCP 0.6% DI#17 DI4;16 48.20(RIM) 44.20 43.90 47 15 RCP 0.6% DI#16 DI#15 48.20(RIM) 43.80 43.50 47 15 RCP 0.6% DI# 15 DI# 14 48.10(RIM) 43.40 43.10 60 18 RCP 0.5 0 DI#14 DI#13 47.60(RIM) 43.00 42.70 60 18 RCP 0.5% DI#13 DI#06 47.10(RIM) 42.60 42.30 60 18 RCP 0.5% AD# 12 DI#07 49.80(RIM) 47.80 46.00 34 8 PVC 5.3% AD# 1 1 AD#08 49.80(RIM) 47.80 47.00 40 8 PVC 2.0% AD# 10 AD#09 49.80(RIM) 47.80 47.30 17 8 PVC 2.976 AD#09 AD#08 49.30(RIM) 47.30 47.00 15 8 PVC 2.0% AD#08 DI#07 49.30(RIM) 47.00 46.00 32 8 PVC 3.1% DI#07 DI#06 48.50(RIM) 42.80 42.30 93 15 RCP 0.5% DI#06 FES#05 46.60(RIM) 42.20 42.00 39 18 RCP 0.5% TRENCH#04 EOP#03 46.70(RIM) 45.60 42.50 150 8 DIP 2.1% RISER#02 FES#01 43.00(RIM) 37.80 37.50 55 15 1 RCP 0.5% \ I I 1 1 1111 �111 1 \ TYP ,(REFER T pI iCs- �: / / ripe lengths with a rlarea end SecTlan (FESj Include me lengrn or The FES � + / / / I I i ill 1111 11 A v _ _IDEAILS AND"N Rtv1 TION DI = Drop Inlet PROPOSEb ADA-PATH WAY � ® / � � / TRENCH= Trench Drain (TYP) - / DI#1 AD = Area Drain a \ , \\ \ 0 \ \ i ill\ ilii 1 \ \ , ®� .. Ds � •�, � ®; / � FES =Flared End Section \ 11 AD#22 - / EOP = End of Pipe �- AD#21 AD#23 - �i - - - -� •. / \� \ \\ \ \1 1\ll,l; 11 \\ / + . •s.+.�. '�....�.o..�,�..��...� ®.....,�;.®.�. w: +®+�..�........: SMH=Storm Manhole 1 I � \1 it rt ®, ...:• = . .. lip 10 14-4 \ \ DI#191 DI#18 Di#1 ` DI#16 _ O PRO 'OSED DRC P INLET TY 50 I# \ I DI# - 49 - - / '�. -so- � 1 MASLOPE CROSSWALK MAX. SLOPE IN CROS ALK X. ICD 1 __� SHALL BE 2. 47 =� SHALL BE 2.0% / � 49 EX 1 - STING EOP 28 \ \ IIIIII I \ \\\\ 8 18" RCMP I / EXISTING EOP#33 f INV (?UT = 3 /46 / I \ ll I 18" RCP _ 13 DEINV IN = 42.38 r EXIS;fING 24" RCP \� e / as H \ ae \ \ \\ dOlS _- - '~ _ EXISTING E P #32 dols , EXISTING EOP#3 INV OUT = 3�.3fi .,`"' �\\ � li ,� _ � � \ I ----\\\�IIIIFES#31- -----� \� /�B�RGR� ✓ 18" RCP \ IV \ --------------- _INV OUT =4. 1-- - - Al ®JNV-0bLT-=42.-45 SS- -SS _ _ _ _ - EXISTWLC�_24" Rc P STORM' - - - - - - -_- -_- -_- / - - - - - 1 1 EXISTING 18" RCP �'- SS RRAINAGE PIPE `` - -� -- - - - - - - - -- - _ _ - _/ \ / - - - -.._.INV IN = 42.84 ---------- - - -.-_ - - - D I ,- \ MW EXISTING DROP INLET _ RIM = 42.88 EXISTING DROP INLET INV IN (NW) = 40.38 RIM = 41.50 INV OUT (SE) = 40.33 INV IN (NW) = 38.87 W EXISTING 12" RCP STORM --38 7'v`� _ DRAINAGE PIPE ---_ W �--- -EXISTING 24" RCP STORM W ~'' ��- -" s DRAINAGE PIPE DI -- DI EXISTING 12" RCP STORM r I r DU DRAINAGE PInj i _ QL% EXISTING DROP INLET - T G RIM = 43.50 EXISTING DROP INLET INV IN (SE) = 41.10 W W W-.,-,tb W RIM = 15 �-- 1N - -1i�tC7 IF I1 W) = 38.30 (- - - --- 4NV-0rUT (M-= PP 16 EXISTING LIGHT POLE (TYP) 1wv E ISTING 24" R P STORM MW EXISTING DROP INLET nnRAINAGE PIP LP RIM = 43.68 -++! INV IN (SE) = 41.38 &ISTINIG DROINLET INV OUT (NW) = 41.33 NM = 42.50 IIN ,(NW) = 38.15 IN' .(SE) = 8.25 M INV O'LUT (NE)I 38.15 E4ISTING 12" RCP STOR DRAINAGE PIPE S ----__ Ss -_ O EXISTING DROP INLET SS -� Z �- vz S S INV IN (SEJ = 42.1 �--- - INV OUT (NW) = 42.19 I I RCP = Reinforced Concrete Pipe PVC = Polyvinyl Chloride Pipe (Sch 80) DI = Ductile Iron Pipe TG = Top of Grate EXEOP = Existing End of Pipe LEGEND XXX - - EXISTING CONTOUR (MAJOR) - - - - XXX- - - - EXISTING CONTOUR (MINOR) EXISTING WATERLINE W EXISTING SANITARY SEWER SS EXISTING STORM DRAINAGE EXISTING FIBER OPTIC LINE FD EXISTING GAS LINE G EXISTING OVERHEAD UTILITY LINE DIJ CO-> EXISTING UTILITY POLE EXISTING LIGHT POLE 'yY EXISTING FIRE HYDRANT DQ EXISTING WATERLINE VALVE S,'i EXISTING SANITARY SEWER MH CO EXISTING CLEANOUT MW) EXISTING MONITORING WELL EXISTING TREE LINE x x x x x x x x x x x x x x x x x x x CXXXXXXXXXXXXXXXXXXXEXISTING WETLANDS x x x x x x x x x x x x x x x x x x x PROPOSED BUILDING PROPOSED BUILDING OVERHANG PROPOSED HEAVY DUTY CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED TREE LINE -� EXISTING PROPERTY LINE PROPOSED CURB -� PROPOSED SIGN PROPOSED FENCE ® PROPOSED ADA PATHWAY PROPOSED STORM DRAIN PIPE PROPOSED DROP INLET ® PROPOSED AREA DRAIN Know what's below. Call before you dig. NORTH 30 15 0 30 60 GRAPHIC SCALE a o � co W N 9 1? N U c° U oC: 0" .� a U mot' N = ce C3 i U-1 V) 0 W Z Q 3: J CL _I �rWInJ � Q Q Z � W � Q ry c� U z Q co Q>_ Q J CL Z LLI Z V) 0 Q U r� V ^' L..L W Z W CL w 3 W Uj > HI W Z Q Q N w F_ Q 3 w Z Q oe J LU v, o O W V) Z -, �- D a LU J Q w N r� Q M 0 w Q d O U WCL 3 U coN� oew Z w Z U_ Q O � J w Q v) °- ~ W W O W W W ? U ce LU LU O N M 0 op W N N n M M M M F- Q O O 0 � O O O O O N CN N N p N O N O O O O 0 PROJECT # 20146 SHEET # C-500 \ \ J 7 r \� r �7 RISE 2 \ EOP#03 .' /FES#OS \\.al■■■■■■■■■■�*■■■■■■■■■■■■■■■■■some SOON ■■■■■■■■■■■■■■■■■■■■■■■■■■■®■ ONES ■■■■■■■ 46.1■■■■■■neMason ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■�C .o. \ 48.30 49W 148.50 I P P PVMT PVMT PVMT 1 e„ \ .25 r PVMT .25 PVMT `. .7.20 PVMT 47 PV 47.2 PV T \ Pv \ FES#27C 1 f / / r 47. PVtv,T FFE . S.50 LO m J//// P T / \ / 47.25 48.15 f PVMT TOC \ / / / / / ! 48.25 /1vIT 48.80 PVMT TOC / LEGEND ALL CONSTRUCTION SHALL CONFORM WITH THE TOWN OF BURGAW STANDARDS AND SPECIFICATIONS. ALL WORK INSIDE OF THE PUBLIC RIGHT-OF-WAY SHALL CONFORM WITH NCDOT STANDARDS AND SPECIFICATIONS REFER TO SHEET C-001 FOR PROJECT AND SHEET RELATED NOTES. 70 1,0 o W W N CT U c° U o 00 o. .� 0. U Q 1i ��%J% 111111111/ \A CARO �� ;Z ......ow�,�` �ESSf0�.o s• ry - SEAL 026963 W �— I 0 W CLI W W Q U_ 3� > 0 J W W ___I I— C) z W co Q U � � z 0 m Q Q z ~ W Q z C , � /11 0 U � W ^' Q ry z _, w Z LU w > 3 W W ce > W z o ¢ O z 3 3 LU W z Q U t7y ce- W N .4 `� Q= O I ✓ J Q LU J Q W p p W Q ED p �m�ZW�3U / m D z N / � "' w O O Q 0 Q CL v) n z / zUj LU OU / O N c7LLJ op ✓ Q F— N CNN N N N N N p N N O N NO ON N N Im C N N O N N O N O CV O O O O O ra XXX SPOT ELEVATION XXX GRND =GROUND @ FINISHED GRADE ELEV. PVMT = PAVEMENT SWLK = SIDEWALK TOC = TOP OF CURB NORTH PROJECT # ® 20146 10 5 0 10 20 Know what's below. r EET # Call before you dig. GRAPHIC SCALE C-5 1 0 ALL CONSTRUCTION SHALL CONFORM WITH THE TOWN OF BURGAW STANDARDS AND SPECIFICATIONS. ALL WORK INSIDE OF THE PUBLIC RIGHT-OF-WAY SHALL CONFORM WITH NCDOT STANDARDS AND SPECIFICATIONS REFER TO SHEET C-001 FOR PROJECT AND SHEET RELATED NOTES. 4/.6U PVMT 47.85 PVMT DI#14 TOC / / / / / / / 50.40� AD#21 AD#23 AD#24 25 \ SWLK 49.75 PVMT 49.75 SWLK (� i MINNi0i) 49.65 9.60 49.1 i I N i i 49.00 / \ 49.75 SWLK -• SWLK SWLK SWLK � 4�60 .0� `' .� 49075� SWLK i PVMT - SWLK SWLK SWLK SWLK r , ♦ ( - ♦ „ 49.19 . 49.75 SWLK 49.75 MT !t jSWLK / 49.20 49.00 ♦ 49. / e \ 49.00 49.3 49.35 49.10 PVMT i PVMT- - - - _ - - - - PV T - MT PVM�f PVMT PVMT • / / 49.30 TOC PVMT 48.75 / 49.30 I PVMT TOC / - 4 o wMT j I / ♦ 00 / ♦ 48.70 48.70 48.70 / Jr / 48.70 48.90 ♦ , PVMT PVMT MT PVMT 48.70 ( PVMT PVMT ♦ , PVMT 48.30 PVMT / 48.30 04 48.20 48.20 - 48.10 / ( PVMT 0. _.PVMT PVMT __ _. __ PVMT -.� -► - - ►10-- - -� 47.35 4 .90 / r 49.40 TOC �4880 - _ PVMT C T ( LAW f I 48.80 48.70 48.70 _.. O ( DI#19 PVMT DI#18 PVMT DI#17 PVMT DI#16 PV DI#15 / 48.85 �' PVMT 48.60 49 PVMT ` / r '- -( ----- - - --------- --- - ---- ----- -- -------- ---- --- ---- --------� --------T9.O ----------- OJ �( C 48.85 PVMT 48.50 1 f 3:1 PVMT 48.75 49.30 PVMT TOC ( / I ( 49.40 I \ 49.40 TOC j i I \ \ TOC I O 0 o 0, o cn � N 0 U Q) U c° ON � v c`- .� U E u- �i�lt FtllllltfA SEAL _ 026963 L j .. o� N �- Q Qr� � f � i l l i t l 1 l� i; •�yrj,. rrW vJ W o LPL Lu ry Z Q � 49.50 I 49.50 49.50 49.50 ( ^/ -` PVMT PVMT PVMT PVMT L.L 5 .00 49.45 49.20 J T C PVMT '" /-P-VM-T TOia TOE - - _ f C,5 J +/ °p <C n- 50 s / 49.80 ( / C Z 47.80 1 ( 4860 VMT I ( Q I { T C 48.05 48.10 TO J MT n � I 48.80 49 - t� I, I I 40.60 49.05 50 �i TOC PV CA DI#26 \ W Z r - - - - - - - - - - - - - - - - - - - - - - ` Q Z 49.75 �� 49.75 j / w I TOC TOC 48.75 47 TOC Z PVMT 48.20 48.30 / �1co ( / .PVMT PVMT o5 ( SWLK SWLKK K SWLK uj i oo ° 0404 _ r Ado® .. ' '' .'... -.... -. .••.- • . '� - _ - . .� . _ . ,., _ ., .:�o° C� w -- - 8 0 1 Q o 48.80 MAX. SLOPE IN C SWALK 46 II MAX. SLOPE IN CROSSWALK � I GRND SHALL BE 2.0% �, - 47.95 ` \ SHALL BE 2.0% PVMTLu Z I 44 i r r w ° v I r Sm 130--- - -- _ __- -_ --- ----- _ -- - / I ; -� - - - - - - - -- _ 1 a - 1 - I � c� W ❑0_ wdo1S W 423a _ LIJ w n 0 3 84 FES#31 Z � - - - - - - - ------ ---- - -- _ --- -- ------ ZQ Q w- �-------- ll)) uj /1 Qr7 ____-- 3 o �- ----------------------------- --- --- --- ----- __----- o / z o 49.60 _.------- 4#r.89 -- -- �6'60 --------- / / --- __ _ - Q -, pw C� Q = w v~i PVMT J PVMT -� PVMT - - - - -- % ,r -"-----__...__� - l r\ �� / Q < I w Q- Q 0 - �,uj /--------- - 49.60 46.80 �\ {4 �- '` CL Z N U \ / _ __._ - - - PVMT PVMT i RV Z� -- � ZQ \ / 8'42%--_._-------------------_----------------- � -�-•► \ \ �:. / - cn � w O O -J O w ------ ✓ �,' / Z 46.90 --------- Q U > > > PVMT - -- - - - _ _ /� �- / / Z � w U w w w 8 @ 2% 46.90 \--------------------------------------- ------ ---- __----- --_PVMT o N c+) o � 00 - Q 0 0 0 0 0 N N w oN0 N L6 O N N O XXX SPOT ELEVATION N o cV o N O o XXX - GRND = GROUND @ FINISHED GRADE ELEV. o PVMT = PAVEMENT PROJECT # SWLK = SIDEWALK TOC =TOP OF CURB Q ® NORTH 2O146 10 5 0 10 20 Know what's below. SHEET # Call before you dig. GRAPHIC SCALE C-5 1 1 a ALL CONSTRUCTION SHALL CONFORM WITH THE TOWN OF BURGAW STANDARDS AND SPECIFICATIONS. ALL WORK INSIDE OF THE PUBLIC RIGHT-OF-WAY SHALL CONFORM WITH NCDOT STANDARDS AND SPECIFICATIONS REFER TO SHEET C-001 FOR PROJECT AND SHEET RELATED NOTES. Know what's below. Ca I before you dig. O O 00, W CV cy) N U chi U o s d N �t N O D 1.Z 111(f`''l``'l�Ql``l��`yr Ntssf SEAL ry « 02696 a •. ..'� • jai +�a1N..slPi �Yt4\ j'r`�Ee�IMii F11� t w t/) z 0 Q w ry w Q W C) 045 J Q w J � � J w m 0 rV ::D rV U V) z ~ z Q 0 Q a U Fw ry Q 0 U r w � o O z W 3 > w ce LU � W ZO cn � N w > p Q w CL a 3 Z 3 z w w N w 3S Z p O O0 p p a Q = oe F- dS Q Q c Q U' wU' p w w U U Z Z Z O O -j O w W O w w w w c U c� c� c� c� N M 10 1\ m 01 W F- QO O O O O O O w N L6 O N N O OM V) N O O O O O Lo O PROJECT # NORTH 2O146 10 5 0 10 20 SHEET # GRAPHIC SCALE C-600 a o ° a ALL CONSTRUCTION SHALL CONFORM WITH THE TOWN OF BURGAW c N � co STANDARDS AND SPECIFICATIONS. ALL WORK INSIDE OF THE PUBLIC m U ° U RIGHT-OF-WAY SHALL CONFORM WITH NCDOT STANDARDS AND Z co SPECIFICATIONS o e 0. .- 0, U 't N REFER TO SHEET C-001 FOR PROJECT AND SHEET RELATED NOTES. oe E U- 10' WIDE BERM ELEV = 45.00 EMERGENCY SPILLWAY ELEV = 44.00 OUTLET STRUCTURE (REFER TO OUTLET STRUCTURE DETAIL BELOW FOR ADDITIONAL DETAILS AND SLOPES BELOW THE PERMANENT WATER ELEVATION (PWE) MAY NEED TO BE INFORMATION) STABILIZED/REINFORCED AS THE WETPOND TAKES TIME TO FILL. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER. 3� ELEV = 41.50 3� 6. 1 PERMANENT WATER ELEV = 42.00 6:1 ELEV = 42.50 5' WIDE BERM ELEV = 41.50 PROPOSED 6' WIDE VEGETATED ANTI -SEEP COLLAR SHELF Q 6:1 SLOPE FOREBAY MAIN POOL � 2s �hN 0j REFER TO GRADING PLANS ON SHEET C5-10 AND C6-00 FOR TOP OF SEDIMENT STORAGE TOP OF SEDIMENT STORAGE DETAILED GRADING INFORMATION RELATED TO THE SCM - - - ELEV = 37.75 ELEV = 38.50 AND SURROUNDING AREAS. - - - - - - - - - - - - _ _ - - - - - ELEV = 37.00 ELEV = 37.50 ELEV = 37.00CARO,f�`dd « SEAL 026963 CROSS SECTION OF WET POND N.T.S. ,NE.•''«-I.r; COMPACTED FILL U-i TRASH RACK WITH2'x3'ACCESS WET DETENTION BASIN CONSTRUCTION SEQUENCE � --� HATCH CENTERED ON STEPS - 1. UNDER NO CIRCUMSTANCES SHALL THE WET DETENTION BASIN BE FINALIZED AND PLANTED PRIOR TO SHALL O RACK SHALL Q CLEAR DISTANCE BETWEEN BARS COMPLETION OF CONSTRUCTION AND STABILIZATION OF ALL AREAS WHICH DRAIN TO IT. INCHES (THE TRASH 2. IF WET DETENTION BASIN IS TO BE USED AS A SEDIMENT BASIN DURING CONSTRUCTION, ROUGH GRADE RISER STRUCTURE. THE BOLTS w = ALLLL BE BOLTED THE PER PLANS, FILL PLACEMENT AND OUTLET STRUCTURE CONSTRUCTION SHALL BE IN COMPLIANCE WITH W UNDISTURBED EARTH 71! SHALL BE STAINLESS STEEL AND DETAILS AND WET DETENTION BASIN CONSTRUCTION NOTES HEREON. IF THE WET DETENTION BASIN HAS THE TRASH RACK SHALL BE BEEN PREVIOUSLY ROUGH GRADED AND/OR USED AS A SEDIMENT BASIN, REMOVE AND DISPOSE OF GALVANIZED OR PAINTED) SEDIMENT DEPOSITS WITHIN THE BASIN AREA. W - TRENCH WALL 3. ROUGH GRADE WET DETENTION BASIN AS NECESSARY AFTER SEDIMENT REMOVAL AND TO FINALIZE BASIN GRADES. ALL FILL PLACEMENT SHALL BE IN COMPLIANCE WITH THE SPECIFICATION IN THE h' I CONSTRUCTION NOTES ON THIS SHEET. " - 4---4. AFTER ROUGH GRADING WET DETENTION BASIN, BEGIN FINE GRADING TO CONSTRUCTION FOREBAY, (/� BERMS/WALLS AND MAIN POOL AREA. GRADING TOLERANCE FOR THE WET DETENTION BASIN SHALL BE p5 STORM DRAINAGE PIPE +/-0.20 FEET FROM GRADES SHOWN ON THIS PLAN. Q CLASS B CONCRETE 5. IN CONJUNCTION WITH GRADING AND FILL PLACEMENT, CONSTRUCT OUTLET STRUCTURE TO BRING IT J f- ui INTO COMPLIANCE WITH THESE PLANS. IF OUTLET STRUCTURES WERE CONSTRUCTED WITH ROUGH I- \ \ \ TRASH RACKSHALL BE ATTACHED GRADING WHEN USING THE WET DETENTION BASIN AS SEDIMENT BASIN, SKIP TO NEXT STEP. Q \ I RIM ELEV TO STRUCTURE PER 6. WHEN THE FINE GRADING AND OUTLET STRUCTURE ARE COMPLETE, THE CONTRACTOR SHALL HAVE ' = 43.00 MANUFACTURERS THEIR SURVEYOR THE DEVICE INCLUDING A DETAILED TOPOGRAPHIC SURVEY. THE CONTRACTOR SHALL W -� RECOMMENDATIONS PROVIDE THE ASBUILT SURVEY INFORMATION TO THE PROJECT ENGINEER FOR REVIEW AND EVALUATION. ^^'' l TRENCH BOTTOM 7. IF THE ENGINEER DETERMINES THAT GRADING IS NOT IN COMPLIANCE WITH THESE DRAWINGS, THE ry O CONTRACTOR SHALL MAKE CORRECTIONS AS REQUIRED BY THE ENGINEER AND REPEAT PREVIOUS STEP. �/ RISER STRUCTURES WITH MULTIPLE BARREL TEMPORARY FAIRCLOTH OTHERWISE, PROCEED TO NEXT STEP. SECTIONS SHALL HAVE GASKEITED JOINTS AND SKIMMER OR EQUAL, ATTACHED 8. UPON NOTIFICATION FROM THE ENGINEER THAT THE WET DETENTION BASIN IS IN COMPLIANCE WITH u Z DURING CONSTRUCTION THESE DRAWINGS, PROVIDE LANDSCAPING IN COMPLIANCE WITH THE LANDSCAPE PLAN. IF TIMING IS coQ Z POLYPROLENE PLASTIC STEPS REPRESENTATIVE AND LOCAL MUNICIPALITY ABOUT DELAYING PLANTINGS UNTIL FALL OR EARLY WINTER Q O EACH SECTION SHALL ES BOLTED TO ADJACENT 4" PVC SCREW TYPE PLUG SUCH THAT PLANTINGS WOUDL OCCUR IN SUMMER MONTHS, COORDINATE WITH THE OWNER'S J SECTIONS WITH STAINLESS STEEL STRAPS (TYP) 4" PVC TEE 9. SEED DISTUR ED AREAS FOR MAXIMUM IOF PLANTINGS. 12" MIN. EMBEDMENT INTO ER THE SEED NG SCHEDULE SHOWN ON THESE PLANS. U TRENCH BOTTOM w 4" DIA PVC STUBBED INTO BOX 10. CALL NCDEQ INSPECTOR FOR APPROVAL OF STABILIZATION. A FINAL STORMWATER II-_ ELEV = 42.00 CERTIFICATE MANAGEMENT INSPECTION OCCUPAN M ST BE SCHEDULED AT LEAST 10 DAYS IN ADVANCE OF REQUESTING THE Z � w T --- T_.��411. CONTRACTOR SHALL WATER NEW P �"L 12 PLANT MATERIALS PLANTED IN THE WET DETENTION BASIN UNTIL COMPLETION OF ALL OTHER SITE RELATED CONSTRUCTION. AFTER THE WORK IS COMPLETED, THE O CONTRACTOR SHALL CONTINUE TO WATER AND MAINTAIN THE PLANT MATERIALS IN ACCORDANCE Q 60" DIA. PRECAST MANHOLE SECTION 4" PVC CAP WITH HOLE DRILLED WITH THE PROJECT SPECIFICATIONS. ' ` I I I I I WITH A ORIFICE v REFER TO STORM DRAINAGE PLAN FOR ADDITIONAL .25 okIF'►C.,F-- 6" 12" O.D. OF PIPE 12" 6" INFORMATION RELATED TO Ks �,Ii3�23 WET DETENTION BASIN CONSTRUCTION NOTES W STORM PIPE �r er,r�►1 . 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STATE OF NORTH CAROLINA STANDARDS Q AND SPECIFICATIONS. � O MIN. EMBEDMENT INTO 2. THE CONTRACTOR SHALL WARRANTY ALL PLANTED MATERIALS FOR A PERIOD OF 2 YEARS FROM THE 0 ELEVATION TRENCH WALLS INV OUT DATE OF INSTALLATION. AT THE END OF THE FIRST YEAR AND AT THE END OF THE SECOND YEAR, THE ELEV = 37.80 CONTRACTOR SHALL REPLACE ALL PLANTS WHICH DO NOT SURVICE. ANY HEALTHY PLANTS DAMAGED w RCP OUTLET STORM DURING PLANT REPLACEMENT SHALL ALSO BE REPLACED. a. DRAINAGE PIPE 3. LANDSCAPING PLANTINGS SHOWN HEREIN SHALL BE INSTALLED DURING THE FALL SEASON OR EARLY WINTER IF POSSIBLE FOR MAXIMUM SURVIVABILITY. 4. THE CONTRACTOR SHALL HAVE THE OWNER'S GEOTECHNICAL ENGINEER TEST ALL EMBANKMENTS AND UNDISTURBED EARTH FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATION OR THESE PLANS, WHICHEVER IS MORE STRINGENT. ALL FILL MATERIAL USED FOR THE DAM EMBANKMENT SHALL BE TAKEN FROM BORROW AREAS j w APPROVED BY THE GEOTECHNICAL ENGINEER. THE FILL MATERIAL SHALL BE FREE OF ROOTS, STUMPS, w > TRENCH WALL I I I I I I I I WOOD, STONES GREATER THAN 6" AND OTHER OBJECTIONAL MATERIALS. EMBANKMENTS� L 3 FOR BASINce SHALL BE PLACED IN 6 INCH LOOSE LAYERS AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN Z v� � N w w 20" BALLAST CONCRETE 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF +/- TWO (2) CLASS B CONCRETE PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTMD698. THE 0 Q w Z 7 CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET STRUCTURE AT ALL PHASES OF INSTALLATION � � w �, z AND SHALL RETAIN WITH GEOTECHNICAL TESTING DATA. THE CONTRACTOR SHALL ALSO RETAIN ALL w °' � O SHIPPING RECORDS AND SPECIFICATIONS FOR THE OUTLET STRUCTURE MATERIALS AND STRUCTURES. "� Z 6,� ALL OF THEABOVE DATA SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE FOR USE BY THE LU U, � Q w v> dS OWNER'S ENGINEER AS PART OF THE MUNICIPALITY AS -BUILT PROCESS. Q Q w oe ~ 12" MIN. O O p W Q w w - TO O OV-O O O O O O O O O O O O O 5. THE ON -SITE GEOTECHNICAL ENGINEER WILL CERTIFY THE INSTALLATION OF THE PRIMARY SPILLWAY PIPE, Z� N U U PROVIDE ANTI -SEEP COLLAR ON O O O O O O O O O O O O O O 6. TOLERANCES FOR FINAL GRADE SHALL BE WITHIN +/- 0.20 FEET. THE OWNER WILL REQUIRE ASBUILT m Z Z Z OUTLET PIPE (REFER TO CROSS O OO O O O O O O O O O O O SURVEY OF THE CONSTRUCTED WET DETENTION BASIN. THEREFORE, STRICT ADHERENCE TO THE O O z w w SECTION DETAIL FOR LOCATION) O O O O O O O O O O O O GRADING ON THIS PLAN AND THE TOLERANCES SPECIFIED HEREON SHALL BE REQUIRED PRIOR TO Z � N o- � CERTIFICATION BY THE ENGINEER THAT THE WET DETENTION BASIN HAS BEEN BUILT IN COMPLIANCE WITH w w O w w w w - HOLE FOR PIPE OUT LET SHALL BE THESE DRAWINGS. UPON COMPLETION OF THE FINAL GRADING (PRIOR TO PLACEMENT OF ANY PLANT U PRE -CORED DURING PRE -CAST MATERIAL), THE CONTRACTOR SHALL HAVE THEIR SURVEYOR PROVIDE A SURVEY OF THE AS -BUILT c� N co o. PROCESS. CONTRCTOR SHALL CONDITIONS FOR THE WET DETENTION BASIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER THAT THE I I USE GROUT TO SOLIDIFY HOLE CONSTRUCTED WETLAND BAS BEEN COMPLETED AND THE ENGINEER SHALL EVALUATE THE ASBUILT w N M cv) cM c'M M M BETWEEN PIPE AND STRUCTURE SURVEY INFORMATION PROVIDED BY THE CONTRACTOR FOR COMPLIANCE WITH THESE DRAWINGS. IF ~ N N N N N CN 0 THE WET DETENTION BASIN IS FOUND TO BE OUT OF COMPLIANCE WITH THESE DRAWINGS, THE 0 oN 0 0 0 o N CONTRACTOR SHALL REGRADE THE WET DETENTION BASIN AS NCESSARY TO BRING THE WET DETENTION 5 " `7 o N N o M PLAN VIEW 6" DEEP WASHED STONE BASIN N N o o 0 0 0 6 ENGINEERING ERIIN EVALIUATON REQUIRED RESULTING FROM INCOMPLETE OR INCORRECT GRADING OF THE - CONCRETE EXTENDED BASE FOR WET DETENTION BASIN SHALL BE THE RESPONSIBLE OF THE CONTRACTOR. PROJECT # RISER STRUCTURE (MIN. 86" DIA, 6" THICK) OUTLET STRUCTURE DETAIL 20 146 N.T.S. ANTI -SEEP COLLAR DETAIL SHEET N.T.S. C - 610 Y PLAN WITH GRATE & FRAME REMOVED SEE NOTE SECTION X-X WEEP HOLES J BRICK COPING(INCIDENTAL) TOP ELEVATION — STD. 840.16 FRAME — & GRATE DOWEL(SEE NOTE) GENERAL NOTES: USE CLASS "B" CONCRETE THROUGHOUT. PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB AS SHOWN ON STD. NO. 840.00. CONSTRUCT WITH PIPE CROWNS MATCHING. SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. CHAMFER ALL EXPOSED CORNERS 1". DRAWING NOT TO SCALE. B 6" MAX. PIPE THIS SIDE 18" SECTION Y-Y DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) DIMENSIONS OF BOX & PIPE CUBIC YARDS CONC. IN BOX DEDUCTIONS FOR ONE PIPE PIPE SPAN WIDTH MIN. HEIGHT D A B H BOTTOM SLAB WALL PER FT. HT. TOTAL CONCRETE FOR MINIMUM HEIGHT, H C.M. R.C. 12" 3'-0" 2'-0" 2'-0" 0.222 0.222 0.592 0.015 0.026 15" 2'-3" 0.648 0.023 0.036 18" 2'-6" 0.703 0.033 0.049 24" 3'-0" 10, 0.814 0.059 0.085 30" 3'- 0" 2'- 0" 3' - 6" 0.222 0.222 0.925 0.092 0.127 #4 BAR N 6" DOWEL EXISTING PAVEMENT Z O � H F- < Q H��v LL.J�HZ 00�= m Q0IzO►0 F- cnl-LLO_jj aO j<C � H � F- > W 0 �.._ IL W C7 J H Z a M < CL a_ ❑ O CC co Q Q ❑ Q W = F-- F- cn ua } C� CV �y 1— .: z 0 S tz SHEET 1 OF 1 840.14 N " ESSION SECTION G-G SECTION H-H MATCH EXISTING ASPHALT nP 9" MIN CIIPFRPAVF CLEAN SQUARE CUT W/ TACK JLVrL YVALLJ iv muLL Vr REPOSE OR SHORING, AS APPROVED BY ENGINEER �--1 /2 „ 1 /2 �\ I�►H - F G— o �-� G Tc J CV I� HN �\ 1'-41/2" T 1 r-75/8rr 1 r-7r/8r' PLAN OF GRATING CAST IRON i 8" MIN. 12"' 011112 PIPE 1/8 r r 21/8 ,r 3' - 33/4'r U-3//4 3/ rr 3'-2VIA 3' - 13/4 r r CV CV 3'-6" SECTION E-E NOTES: 1. BACKFILL SHALL BE SUITABLE MATERIAL THAT IS FREE FROM HEAVY CLAY, GUMBOS, DEBRIS, ORGANICS AND LITTLE TO NO EXCESSIVE MOISTURE. 2. SELECT BACKFILL MAY BE SUBSTITUTED OR REQUIRED BY TOWN TO ACHIEVE COMPACTION, (I.E. #57, ABC, CRUSHED LIMESTONE, CLEAN SAND, FLOWABLE FILL, ETC). 3. 8—INCH OF ABC BASE MATERIAL SHALL BE USED ON TOWN STREETS. 4. BACKFILL AND BASE MATERIALS SHALL BE COMPACTED 12" MINIMUM LIFTS 5. SOIL SHALL BE COMPACTED BY A MECHANIZED TAMPER (I.E JUMPING JACK), HOWEVER, VIBRATORY ROLLERS > 18" WIDTH MAY BE USED FOR LARGER EXCAVATIONS. THE PLATE TAMP METHOD SHALL NOT BE USED. ALL APPROVED CASTINGS SHALL BE SET FLUSH TO GRADE AND SUPPORTED IF APPLICABLE. 6. ABC BASE AND SUBBASE COMPACTED TO 98% AND BACKFILL AND EMBEDMENT COMPACTED TO 90% AS DETERMINED BY THE MODIFIED PROCTOR AASHTO METHOD T-99. 7. 1—FOOT CUTBACKS OF ASPHALT SHALL BE PREPARED ON UNDISTURBED SOIL. MINIMUM ASPHALT DENSITY IS 90x PAVEMENT REPAIR WHERE PIPE INSTALLED 20' MAX (FOR PRIVATE ROADS AND PAVED AREAS; CONTRACTOR TO MEET MIN. REQUIREMENTS AS DEFINED BY TYP RIGHT—OF—WAY OWNER FOR PUBLIC ROAD REPAIRS) NOT TO SCALE ALL CONSTRUCTION :SHALL CONFORM WITH THE TOWN OF BURGAW STANDARDS AND SPECIFICATIONS. ALL WORK INSIDE OF THE PUBLIC RIGHT-OF-WAY SHALL. CONFORM WITH NCDOT STANDARDS AND SPECIFICATIONS REFER TO SHEET C-001 FOR PROJECT AND SHEET RELATED NOTES. 3'-6rr F -.—I i E 9 _ CV F —.-' PLAN OF FRAME CAST IRON 2' 6„ SECTION F-F I SOILS H 90% MIN. COMPACTION SEE NOTE #3 A\ OVERFILL SOIL I 95% MIN. UNDER PAVEMENT HAUNCH OUTER BEDDING MIDDLE BEDDIN UNCOMPACTED J. PIPE WIDTH +24" COMPACTED OR UNDISTURBED E z O Cn I- >- Q H (� C) LL -j � Z jj Q jL Q0�0� cf) LL 0 w LL J 0 CC Z H � � CL in H i W LO T U) co W co w LL Im Z 0 Q C� d. Z 4 ,— H 0 C0 �w ❑ � cn cc: 0 I o U. Q U >- ..Uj J CO 2 _ ❑F- H 0 CL a j L1 CIS (j) 4 = 0 HEET 1 OF 1 840.16 — — — _-.PRINQLINE LOWER SIDE 6" MIN. OR 12" MIN. STONE FOR PIPE >36" \� FOR BEDDING AND HAUNCH USE NATIVE GRANULAR, SELECT BACKFILL OR STONE AS DIRECTED BY ENGINEER NOTES: 1. CONTRACTOR SHALL ENSURE BOTTOM OF TRENCH IS SUITABLE FOR PIPE INSTALLATION AND DOES NOT REQUIRE FOUNDATION CONDITIONING STONE. 2. CONTRACTOR TO INSTALL BEDDING AND PIPE BEFORE INSTALLING HAUNCH AND THEN OVERFILL. SOILS SHALL BE INSTALLED IN 6"-8" LIFTS AND COMPACTED TO MIN. % DENSITY AS DETERMINED BY THE STANDARD PROCTOR ASTM D-698-A METHOD. 3. WHERE IN PAVEMENT, CONTRACTOR SHALL ADHERE TO STREET REPAIR DETAIL 4. SOIL SHALL BE COMPAC-ED BY A MECHANIZED TAMP (I.E. JUMPING JACK). HOWEVER, VIBRATORY ROLLERS > 18" WIDTH MAY BE USED FOR LARGER EXCAVATIONS. THE PLATE TAMP METHOD SHALL NOT BE USED. 5. THIS DETAIL IS REPRESENTATIVE AND PIPE TRENCH DESIGN IS SUBJECT TO SPECIFIC SOIL CA-EGORY (I, II, III), AND INSTALLATION TYPE (1, 2, 3, 4), AS DIRECTED BY THE ENGINEER AND SITE CONDITIONS. AL STORM WATER PIPE TRENCH DETAI NOT TO SCALE Know what's below. Call before you dig. a o 0 O � v w cN C) N U c° U o00 0, .� Cr U Q E U- ����tia Plrt,/i � CARD' A , `\ O+gegq 4 P/ SEAL - 026963 = aillIy _gym rU._� v 0 Z Uj ry Q _J Q C► 5 J w J Q Q F— LU ~ < V Uj co ry V) Z U z Q Q W � 0 LU 1-- 2: Z V) rp.0 0 I-- U � W Z LU d. w 3 w > � w Ilf z O N w -� Q N J Q m= ") Q z - o ¢ 3 Q w ¢ 3 0 - 0LIJ z 0 w Q J IV 0 Z� z O U W W = Q W v> z `Z z V 0 w ~Q �E W 0 V) Uj 3 0 t) z 0- � o N c� .o Co w N N N CV N N N QO N O N O O O w Cp r- L6 C6 -4: L6 L6 N CV 7 O CV cV O O CV 00 O O O O PROJECT# 20146 SHEET # C-920 v vm �-0 -i A"" = r®-n�tn =-nApFi1 _ m a O ZH�"Cir 17 OO1.4 C7:10A > z Q G) 2 is Coll J _ N = m M __i os r-0v to .. v �acM=, �a W 0 * mIF Q zz r-WC) m • mpm rt� ..: SECTION Y-Y 1L MANHOLE E I C .L D rD woo a�3 v I U. .t.. CL i-----3 3 " •.I M 9.54. C FOR MANHOLE COVER 8a FRAME N4 BMS "A" OPTIONAL SPACED Sit C. TO C. BRICK MAY BE USED TO ADJUST FRAME & COVER TO SURFACE ELEVATION MAX. V OUTLET PIPE E OR Faj _:.: SECTION C-C OR D-D DOWELL TO ADJOINING SLAP ON BOTH SIDES (REFER TO ARCHITECTUR, PLANS FOR DETAIL) 2 - #4 REBAR (BOTTOM) /-` n A Tr- a rn A A r- 'FRAME TO WITH WALLS) TRENCH DRAIN DETAIL GENERAL NOTES: CHAMFER ALL EXPOSED CORNERS 1". USE CLASS "B" CONCRETE THROUGHOUT. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. USE FORMS TO CONSTRUCT THE BOTTOM SLAB. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE AS SHOWN ON STANDARD NO. W. 00, PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES TO INCLUDE THE ADDITIO"F THE MANHOLE (I.E. DIAGONAL BARS SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION IS 12 FEET. !A DAR.. N 6'1 DOWEL DIENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES DIMENSIONS OF BOX AND PIPE REINFORCEMENT BARS "A" TOP SLAB DIMENSIONS CUBIC YARDS IN BOX TOTAL. QUANTITIES BOX AND SLABS DEDUCTIONS FOR ONE PIPE CU.YOS. PIPE SPAN WIDTH HEIGHT D A B H NO. LENGTH E F TOP SLAB BOTTOM SLAB I IIALLI FT. OF HT. LBS. REINF CU. YDS. MIN. "H" C.S. R.C. 12" 2'-0" 2'-0" 2'-3" 12 2'-9" 31-0" 3'-0" 0.167 0.167 0.186 22 0.760 0.015 0.024 16" 2'-3" 2'-3" 2'-8" 12 3' 0" 3'-3" 3'-3" 0.196 0.196 0.204 24 0.902 0.023 0.036 18" 2'-6" 2'-8" 2'-9" 14 3'-3" 3'-6" 3'-8" 0.227 0.227 0.222 30 1.066 0.033 0.049 24" 3'-0" 3'-0" 3'-3" 16 3'-9" 4`-O" 4'-0" 0.296 0.296 0.259 40 1.434 0.059 0.085 30" 3'-6" 31-61 W-9" 18 4'-3'1 4"-6" 4'-6" 0.375 0.375 1 0.296 51 1.860 0.092 0.127 36" 4'-0" 4'-0" 4'-3" 20 4`-9" 5'-0" 5'-0" 0.483 0.463 0.333 64 2.341 0.132 0.178 42" 4'-6" 4'-8" 4' 9" 22 5' 3" 5'-6" 5'-6" 0,560 0.560 0.370 77 2.878 0.180 0.243 4811 5'-4" 5'-4" 5%3" 26 6'-3" 6'-411 W-4" 0.743 0.743 0.407 111 3.623 0.235 0.317 54" 5'-10" 5'-10" 5'-9" 28 6'-7" 6'-10" 8'-10" 0.805 0.885 0.444 126 4.283 0.297 0.401 80" B' 6" 6'-8" 6'-3" 30 7'-3" 7'-6" 7'-T"I].�21 42 1.042 0.481 146 5.090 0.367 0.495 Be 7'-1" 7'-1" 6'-9" 32 V-10" 8'-1" 8'-0 1.210 0.518 169 5.$17 0,444 0.589 U_ x .-. J 0 Uj O Z F-1 a ccH I Z J 1rp 0 ¢ c� cc z ¢n OM Z <WCCL cr)f-O- V N C=/a 3 O Z LLL N.T.S. v vm �<i Z r-~-vs11-Dtn Mz _ 3s► > m :rcl)O 0 m'--0 r- T1 n 0 � Z D D cn Z m Z W � W �.OAcn �C.Z v as avo) r -a a W PC Oa Z Z m O /Q� Z M y �i± .32 )PE OPE FRAME & GRATE SHALL BE MANUFACTURED BY EAST JORDAN IRON WORKS (OR OWNER APPROVED EQUAL) AND SHALL HAVE A MINIMUM LOAD CLASSIFICATION LEVEL 'D' #4 REBAR @ 12" O.C. MAX (SIDES) #4 REBAR @ 18" O.C. MAX 3,000 PSI STRENGTH CONCRETE @ 28 DAYS )NAL MANHOLE PLAN SEE STANDARD 840.54 FOR MANHOLE COVER & FRAME OPTIONAL BRICK MAY BE USED TO ADJUST FRAME & COVER B,r TO SURFACE ELEVATION MAX. 1' Ir ., 13" ALL CONSTRUCTION SHALL CONFORM WITH THE TOWN OF BURGAW STANDARDS AND SPECIFICATIONS. ALL WORK INSIDE OF THE PUBLIC RIGHT-OF-WAY SHALL CONFORM WITH NCDOT STANDARDS AND SPECIFICATIONS REFER TO SHEET C-001 FOR PROJECT AND SHEET RELATED NOTES. 1.0% SLOPE 8" DIA. DI OUTLET PIPE (REFER TO STORM DRAINAGE PLAN VIEW FOR MORE DETAIL) a° o ' �� I °td P I mt V, N U . ` ` F , C 4i -nrnn I,.It 6" - SECTION X-X SEE STANDARD 840.54 FOR MANHOLE COVER & FRAME BRICK MAY BE USED TO ADJUST FRAME & COVER 6,1 TO SURFACE ELEVATION MAX. 1` 14 " X 8" EXP . JOINT 141, g„ s SECTION Y-Y C. TO C. OUTLET ELEVATION TOP OF GRATE (REFER TO GRADING PLANS FOR ELEVATIONS) ±30' 9" TRENCH DRAIN PROFILE GENERAL NOTES: CHAMFER ALL EXPOSED CORNERS 1". USE CLASS "B" CONCRETE THROUGHOUT. USE #4 BAR DOWELS AT 12" CENTERS. MORTAR JOINTS L¢" t THICK. CONCAVE TOO ALL EXPOSED JOINTS. USE FORMS TO CONSTRUCT THE BOTTOM SLAB. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE 12" WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0". ADJUST DIMENSIONS AND QUANTITIES ACCORDINGLY. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE AS SHOWN ON STANDARD NO. 840w00. PROVIDE ALL JUNCTIOk BOXES OVER 3'-6" IN DEPTH WITH STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. TQ INCLUDE THEUST THE EADDITIONETE AND BRICK OF THE MANHOL��NE. QUANTITIES SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION IS 12 FEET. #4 N g" E OR F 1 SECTION 6" C-C OR D-D DOWEL DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES gIMENSI0N8 OF BOX AND PIPE REINFORCEMENT BARB TOP SLAB DIMENSION CUBIC YARDS DEDUCTIONS FOR ONE PIPE CU. YDS. PIPE SPAN WIDTH HEIGHT CONC BRICK MASONRY 0 A B H NO. LENGTH E F TOP & BOTTOM CU. YD. MIN. HEIGHT CU. YD. WALL PER FT. HT. CU. Y0. C.S. �- R.C. 12" 2'-0" 2'-0" 2'-3" 12 3'-1" 3` 4" 3'-4" 0.412 0.591 0.283 0.020 O.Q32 15" 2'-0" 2'-0" 2'-6,r 12 3°-1" 3'-4" 3'-4" 0.412 0.657 0.263 0.031 0.047 18" 2'-4" 2'-4" 2'-9" 14 3'-5" 3' 8" 3'-8" 0.498 0.814 0.296 0.044 0.066 24" 31-0" 3'-0" W-3" 16 4'-1" 4' 4" 4'-4" 0.695 1.176 0.382 0.078 0.113 30" 3'-4" 3'-4" W-9" 18 4'-5" 4'-8" 4'-8" 0.80T 1.481 0.395 0.122 0.170 36" 42" 4'-0" 4'-8" 4'-0" 4'-8" 4'-311 4'-91' 20 22 5' 1" 5'-9" 5'-4" 6' 0" 5'-4" 6'-0" 1.051) 1.33;) 1.959 2.503 0.461 0.527 0.176 0.240 0.238 0.323 48" 5'-4" 5'-4" 5'-3" 28 8'-5" 6'-8" 8'-8" 1.848 2,940 0.680 0.313 0.422 54" 5' 10" 5' 10" 5"-$" 28 B'-11" 7'-2" 7'-2" 1.902 3.502 0.809 0.396 0.536 so it 8'-8" B` 6" 8'-3" 30 7'-7" 7'�Ure-1''" 2.272 4.113 0.856 0.489 0.88A " 2.824 4.778 0.7081 0.59i 0.798 Know what's below. C a I I before you dig. N.T.S. Z O C0 F- Q < P: "O0V 0 0 co = Z Z QO U. cc CD ~ W cl) imU. J O 5 0- N WO O cr. O LL.x Uj Q = CL Z� r. cc a 13=®Q Q 0- F- O aN- �% H � cci LU 840.32 O 0 01 p � 00 N 0, U N U m 0 0 �; N o. 0, U O � E LL ����Itar Uill/7 CAR y� owwwP o/o f SEAL 026963 b .r'PJ aalitl ti'�'''"V7 W t) 0 U�j .J 3�: Q D45 J Uj _I F- w Uj ry z U cn O Q w z � � C► O Fw_. U V) Uj 0 z ^^w U w w j Q!f w D!f 0:� z v> iw- EL, z 3 3 z QLU ry CL LU 3 z o O o J o Q¢ w Q � J m m z � a z z N a� 0 0_ 0 LU z z W WLUW ry O CV r� cb w ~ N N N N N N co QO O O C) O O N � 00 CV '7 q N N O V)0 04 O 0 0 0 0 PROJECT # 20146 SHEET # C-921 PLANT SCHEDULE TREES QTY • 11 EMON • 12 • 7 oilEXISTING VEGETATION TO REMAIN, TYP. � � �c o-oo°.v-o-000000a000:,�00000ao p o`a�0,_OO.O.O0000000'0o eo _ _ �.�s��l �� �� 0i3o � 000v00000 t) ° .fli©A�fli©i©y oo oil ' o �. ai• �Iw � It0000�(deao � L�1 'I 00000]fQo ��Ib m tt°00�0°QC7fl I \ y �.. o T o0 3 . \ ,aeeaoowoo • w` ,. � � e� -a � �. e� �.. ,.ems r• ""yy'ii g � X. 1 \ • • ®� ! s�o'��.. ©�. � m �`_ ,��_ ` � fir; :�i ♦<i,G,iaJ6w�J,tt r � ��7- DI — — DI 01-1 -- ou MW ---- lay -- ,a — -- M, �Mw I,MW 0 I SCALE: 1 " = 30'-0" z 0 15 30 60 246.00, fv 4 SHRUBS QTY O 25 a 108 O 24 0 347 4 GROUND COVERS QTY 24 0 295 BOTANICAL NAME Ginkgo biloba 'Autumn Gold' Magnolia virginiana Nyssa sylvatica 'Wildfire' Quercus virginiana COMMON NAME Autumn Gold Maidenhair Tree Sweetbay Magnolia Wildfire Tupelo Southern Live Oak CALIPER 2" 2" 14 3" HEIGHT B&B OR CONT. FORM SINGLE LEADER 8'-10' CONTAINER LOW BRANCHING 10'-12' B&B 12'-14' B&B BOTANICAL NAME COMMON NAME CONTAINER HEIGHT SPREAD Calamagrostis x acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass 5 GAL. 20" MIN. 14" MIN. Ilex glabra 'Shamrock' Shamrock Inkberry Holly 5 GAL. 18" MIN. 18" MIN. Ilex vomitoria 'Condeaux' Bordeaux® Yaupon Holly 5 GAL. 18" MIN. 18" MIN. Muhlenbergia capillaris Pink Muhly Grass 1 GAL. 16" MIN. 12" MIN. Yucca filamentosa 'Bright Edge' Bright Edge Adam's Needle 15 GAL. 24" MIN. 24" MIN. BOTANICAL NAME COMMON NAME CONTAINER HEIGHT SPREAD Lantana camara'Samantha' Samantha Lantana 1 GAL. 10" MIN. 10" MIN. Nepeta x faassenii TURF QTY BOTANICAL NAME 15,526 sf Cynodon dactylon 'Tif 419' +++++++++++ +++++++++++ 22,265 sf Cynodon dactylon 'Tif 419' +++++++++++ + + + + + + MISC. / OTHER SEED MIX MANUFACTURER: GARRETT WILDFLOWER (919.989.3031) PRODUCT: CONSERVATION RESERVE MIX (20LBS / AC) COVER CROP (MAR-AUG.): SORGHUM OR MILLET (15LBS / AC) COVER CROP (SEPT. - FEB.): RYEGRAIN OR OATS (30LBS / AC) Catmint COMMONNAME Tif 419 Bermuda Grass Tif 419 Bermuda Grass 27,355 sf DECORATIVE AGGREGATE 1,297 sf MANUFACTURER: HAMPSTEAD MULCH AND STONE (910.821.1068) 00° Og,�O PRODUCT: 3/4" DIA. RIVER JACKS ® DECORATIVE PLANTER MANUFACTURER: KORNEGAY DESIGN (269.337.1310) PRODUCT: PASEO (PS-32) COLOR: DUNE QTY: 4 PLANTING: (1) YUCCA FILAMENTOSA+ (6) LANTANA CAMARA'SAMANTHA' ® DECORATIVE PLANTER SEAT MANUFACTURER: KORNEGAY DESIGN (269.337.1310) PRODUCT: PASEOS SEAT (PS-1 7) COLOR: DUNE QTY: 7 SOIL TEST LOCATION LANDSCAPE REQUIREMENTS TREE PRESERVATION (SEC. 9.27.3) TOTAL DISTURBED AREA = 96,460 SF (2.21 AC) REQUIRED: (15) CANOPY TREES PER DEVELOPED ACRE = (33) CANOPY TREES PROVIDED: (34) CANOPY TREES STREET YARD (SEC. 9.27.53) FRONTAGE: 302 LF - 60 LF (DRIVEWAYS) - 5 LF (SIDEWALK) = 237 LF REQUIRED: (1) CANOPY TREE + (5) SHRUBS PER 30 LF OF FRONTAGE = (8) CANOPY TREES + (40 SHRUBS PROVIDED: (8) CANOPY TREES + (53) SHRUBS PARKING FACILITIES LANDSCAPING (SEC. 9.27.5.C) REQUIRED: 8% SHADING OF GROSS PAVED AREA (GPA) GPA = 15,185 SF REQUIRED: 15,185 x 0.08 = 1,215 SF / (1) TREE AND (6) SHRUBS PER PARKING ISLAND PROVIDED: (2) TREES AND (129) SHRUBS jBUFFER YARDS (SEC. 9.27.10) VVEST VACANT LOT. NO BUFFER YARD REQUIRED EAST SIMILAR USE. NO BUFFER YARD REQUIRED 1 GAL. 10" 10" CONTAINER HEIGHT SPREAD SEED SOD SINGLE LEADER SINGLE LEADER TYPE PERENNIAL EVERGREEN EVERGREEN PERENNIAL SPECIMEN TYPE ANNUAL PERENNIAL TYPE SE*Tn� LANDSCAPE ARCHITECTURE 821 Wake Forest Road Raleigh, NC 27604 1 919.805.3586 ............................................................... �N CARO"", , ��G�E ARCNIIFcTG��liy �'. x o� C-505 x F �o� 4ggORA13 `�`��.��.�� CAR p �•,,,,, ° ° °°° \ �i,�' j� °OOoeeeooe° C ,y H . J REUSE OF DOCUMENT This document is the property of Site Collaborative Inc. The ideas and design incorporated on this document is an instrument of professional service and shall not be used for any other project without written authorization of Site Collaborative Inc. ............................................................... w O w C45 J Q W ry N co� u Q E z ~ Z o � o � O � co U ° r--,%- ry U r- � -1- � 3 � U o ............................................................... 21109 ............................................................... CONSTRUCTION DOCUMENTS 10.28.2022 03.23.2023 PLANTING PLAN REAR VACANT LOT. NO BUFFER YARD REQUIRED L400 a k A-_,v kA k Al A- A k k k A- A- A- A- k k X k A- A- k A- A- A- k k X A-k k x A-k k k k A - Al k k k A-k k k X- AlAlX k X Al k k A k k k A- k A- A- A- r k k A,A-, k k A- A A-k A- Al l .. Al k .y k k k A- Ar k A- A -A- A- A, k k k k A- Al 10 A- A- A- A- A- fix. k X k �t k A- A - PLANT SCHEDULE POND GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONTAINER HEIGHT SPREAD X. 344 Andropogon glomeratus Bushy Bluestem 1 GAL. 10" MIN. 10" MIN. 457 Carex lurida Lurid Sedge 1 GAL. 10" MIN. 10" MIN. r i 427 Helianthus angustifolius 'Low Down' Swamp Sunflower 1 GAL. 10" MIN. 10" MIN. oaQOD a�o�p 187 Hibiscus coccineus Scarlet Rosemallow 1 GAL. 10" MIN. 10" MIN. oL7 oa 00 oo° 456 Juncus effusus Common Rush 1 GAL. 10" MIN. 10" MIN. v n O ° { R, LANDSCAPE ARCHITECTURE 821 Wake Forest Road Raleigh, NC 27604 1 919.805.3586 CARS =0� °QQE ARG�jjFc o��%i ow o C-505 0o0. X off° <<gBORO ``,�1t1It1111Ir///' ese ° 9a a •' _ e • e °O°oeHesoe°° REUSE OF DOCUMENT This document is the property of Site Collaborative Inc. The ideas and design incorporated on this document is an instrument of professional service and shall not be used for any other project without written authorization of Site Collaborative Inc. w O w C45 J Q F�— W U � U Q E z � U > O 0 CO rV U ° � LLJ � � 3 w CL U o ............................................................... 21109 ............................................................... CONSTRUCTION DOCUMENTS ............................................................... 10.28.2022 03.23.2023 PLANTING LEGEND & NOTES L401 2 X ROOTBALL DIRECTION OF PREVAILING WIND 0 O0J Wz mQ O� W2 g ~ 2 d2 LL W O= N W I- O C66� o 0oe p O 00 \ Q Im- 0/1 \If x OJ W 2X ROOTBALL SECTION TREE PLANTING SCALE: 1/2" = V-0" PLAN VIEW PLANT SPACING / OFFSET SCALE: 1" = V-0" LEGEND 1. TREE AND ROOTBALL PER PLAN 2. TREE STAKES PER SPECIFICATIONS 3. TREE TIES PER SPECIFICATIONS 4. SET ROOTBALL AT 2" ABOVE FINISH GRADE AT EXISTING SLOPE LEVEL 5. MULCH PER SPECIFICATIONS 6. 4" HIGH EARTH BERM AT EDGE OF PLANT PIT, FIRMLY COMPACTED 7. FINISHED GRADE 8. PLANT TABLETS PER SPECIFICATIONS 9. PLANTING BACKFILL MIX PER SPECIFICATIONS 10. RIPPED AND RECOMPACTED SOIL AMENDED PER SPECIFICATIONS 11. EXISTING UNDISTURBED SOIL 12. 4" DIAMETER AERATION/BREATHER TUBES WITH GRATE CAPS PER SPECIFICATIONS. WRAP PIPE IN FILTER FABRIC SOCK, KNOTTED AT THE TOP. LEAVE AERATION TUBE HOLLOW 13. 8" DIA. AUGER DRAINAGE SUMP BACKFILLED WITH 3/4" CRUSHED ROCK ONLY REQUIRED IF PERCOLATION TESTS FAIL - REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION NOTES A. REFER TO PLANTING SPECIFICATION FOR ADDITIONAL INFORMATION B. KEEP MULCH 12" AWAY FROM STEMS AND TAPER AT ROOTBALL C. TAPER MULCH TO 2" DEPTH AT FLATWORK D. SET ROOTBALL ON COMPACTED SOIL SECTION VARIES SEE PLANT LEGEND � � 1 06, 0 2 xt00 :.. /i\v!\�. III_III1 I I--1 I I-IIII I i--I_I I-! I! =1 I i -I I -I I I -III -1 IIII-\111= _III-i - 11 illIIII I- 2 X ROOTBALL SHRUB PLANTING SCALE: 1" = V-0" LEGEND 1. PLANT TYPE 1 2. PLANT TYPE 2 3. ADJACENT PAVING, WALL, OR OTHER OBSTRUCTION 4. OFFSET DISTANCE FROM CENTER OF PLANT TO PAVING, AND CURBS 5. ON CENTER SPACING BETWEEN INDIVIDUAL PLANTS; DISTANCE VARIES PER PLANT TYPE, REFER TO LEGEND 6. WHERE DISTINCT PLANT TYPES ARE ADJACENT, PROVIDE THE GREATER O.C. SPACING DISTANCE 7. ORIENTATION OF TRIANGULAR SPACING TO SLOPES 4 LEGEND 1. SHRUB PER PLANS 2. SET ROOTBALL CROWN 1" ABOVE FINISH GRADE 3. FINISH GRADE 4. PLANT TABLETS PER SPECIFICATIONS 5. AMENDED BACKFILL MIX PER SPECIFICATIONS 6. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 7. MULCH PER SPECIFICATIONS; KEEP MULCH 4" - 6" FROM TRUNK, STEMS, AND TAPER AT ROOTBALL 8. ADJACENT FINISHED SURFACE PER HARDSCAPE PLAN 9. OFFSET FROM EDGE OF PAVING. SEE PLANT LEGEND FOR OFFSET DISTANCE. 10. 4" HIGH EARTH BERM @ EDGE OF PLANT PIT, FIRMLY COMPACTED. 11. AMENDED PLANTING SOIL PER SPECIFICATIONS HEIGHT OF TURF + TOPSOIL 5 3 ALIGN --- -_-- - - -- -- SECTION /VAxVA/ \\ �%\\\ METAL EDGING SCALE: 3" = V-0" LEGEND 1. GROUNDCOVER PLANT 2. TRIANGULAR SPACING (TYP.) 3. SPACING INDICATED PER PLAN 4. OFFSET FROM EDGE OF PAVING 5. SET ROOTCROWN ABOVE FINISH GRADE 6. MULCH PER SPECIFICATIONS 7. ROOTBALL 8. FINISH GRADE 9. PLANT TABLETS PER SPECIFICATIONS 10. ADJACENT FINISHED SURFACE PER HARDSCAPE PLAN SECTION AT FLAT AREAS SECTION AT SLOPE PLANTING NOTES A, GROUNDCOVER ON SLOPES 3:1 AND STEEPER SHALL BE PLANTED AT 8" O.C. (MAX.) GROUNDCOVER PLANTING SCALE: 1" = 1'-0" LEGEND 1. METAL EDGING, REFER TO HARDSCAPE LEGEND FOR TYPE, COLOR, AND FINISH 2. METAL EDGING STAKE TO MATCH METAL EDGING, SPACE APPROX. 30" O.C. 3. FINISHED GRADE 4. MULCH IN PLANTING AREA 5. LAWN PER PLANTING PLAN 6. AMENDED PLANTING SOIL PER SPECIFICATIONS NOTES A. INSTALL EDGING AND STAKES PER MANUFACTURER'S RECOMMENDATIONS 1.5X MATURE PLANT WIDTH 1.5X MATURE PLANT WIDTH PLAN VIEW SW*T�m C�LLw��t MITI LANDSCAPE ARCHITECTURE 821 Wake Forest Road Raleigh, NC 27604 1 919.805.3586 .............................................................. . \ O<�NE ARco` ��/i v� " X X o? C-505 g C0� �eeoaoo ff ff i *gyp f Hi����`��,a REUSE OF DOCUMENT This document is the property of Site Collaborative Inc. The ideas and design incorporated on this document is an instrument of professional service and shall not be used for any other project without written authorization of Site Collaborative Inc. w O w G WE Z 0 rV Z w 1 21109 ............................................................... CONSTRUCTION DOCUMENTS 10.28.2022 03.23.2023 PLANTING DETAILS L402 y.. PLANTING NOTES 1. ROUGH GRADING TO BE COMPLETED PRIOR TO THE START OF PLANT INSTALLATION. SUBSTANTIAL COMPLETION SIGN -OFF BY LANDSCAPE ARCHITECT CONTRACTOR TO ENSURE NO CHANNELIZED FLOWS AROUND THE SITE, 2, CONTRACTOR RESPONSIBLE FOR LOCATING ALL UTILITIES AND UNDERGROUND IMPEDIMENTS PRIOR TO BEGINNING PLANTING. 3. ALL WEEDS, NON-NATIVE INVASIVE SPECIES, AND EXOTIC SPECIES LOCATED WITHIN THE PROJECT CONTRACTOR LIMITS SHALL BE ELIMINATED PRIOR TO PLANTING BED CREATION, PLANTING, AND SEEDING/SODDING OPERATIONS. 4. PLANTING SHOULD OCCUR IMMEDIATELY AFTER CONSTRUCTION TO STABILIZE AREAS OF BARE SOIL. 5. IT SHALL BE NOTED THAT ALL SECTIONS OF THE SITE THAT ARE SLOPED 3:1 OR HIGHER WILL BE COVERED WITH EROSION CONTROL STABILIZATION COIR FABRIC (WITH 1" SQUARE OPENINGS) PRIOR TO PLANTING TO ENSURE IMMEDIATE STABILIZATION. LANDSCAPE CONTRACTOR SHALL CUT FABRIC AT EACH PLANT LOCATION AND PLACE PLANTS ACCORDING TO PLAN. ALL FABRIC SHALL BE RE -STAKED PER ENGINEERS ORIGINAL DRAWINGS IMMEDIATELY AFTER PLANTING. 6. PLANTS ARE TO BE PURCHASED BY SCIENTIFIC NAMES. THEY SHALL BE REPRESENTATIVE OF THEIR SPECIES, MEET ALL NOTED CONDITIONS OF SPECIFICATIONS, AND SHALL BE IN VIGOROUS GROWING CONDITION MEETING ANSI STANDARD Z60. 7. LANDSCAPE ARCHITECT OR OWNER MAINTAINS RIGHT TO REJECT ANY PLANT DUE TO AESTHETICS OR STRUCTURAL DEFICIENCY AT ANY TIME. 8. CONTRACTOR RESPONSIBLE FOR FURNISHING AND INSTALLING ALL PLANTS SHOWN ON PLANS IN LOCATIONS SHOWN. QUANTITIES GIVEN ON THE PLANT LEGEND ARE FOR CONTRACTOR'S CONVENIENCE ONLY. IF DISCREPANCIES OCCUR, THE PLANS SHALL OVERRULE THE PLANT LEGEND. CONTRACTOR SHALL LOCATE ALL PLANTS AWAY FROM KNOWN PERMANENT FIXTURES, IF CONFLICT ARISES WITH PLAN, CONTRACTOR SHALL NOTIFY PROJECT MANAGER OR DESIGNEE PRIOR TO PROCEEDING. 9. ALL PLANT MATERIAL SHALL CONFORM TO OR EXCEED THE AMERICAN STANDARD FOR NURSERY STOCK (LATEST EDITION) AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 10.ALL PLANT MATERIAL SHALL BE FREE OF ALL PESTS, DISEASES, AND CANKERS, IN HEALTHY CONDITION, AND FREE OF MECHANICAL DAMAGE AT THE TIME OF PLANTING. 115 IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE A HEALTHY AND VIABLE PLANT AND THE PLANT SHALL BE REJECTED IF DEEMED UNHEALTHY OR UNFIT AT ANY TIME DURING THE CONTRACT OR WARRANTY DURATION. 121F ANY PLANT/MATERIAL SUBSTITUTIONS ARE REQUESTED BY CONTRACTOR, THEN NOTICE SHALL BE GIVEN TO PROJECT MANAGER OR DESIGNEE AT MINIMUM SEVENTY-TWO (72) HOURS (NOT INCLUDING WEEKENDS) PRIOR TO DESIRED ORDERING DATE/TIME. WHEN SUBSTITUTIONS ARE REQUESTED BY CONTRACTOR, SUGGESTED ACCEPTABLE REPLACEMENTS SHALL ALSO BE PRESENTED AT TIME FOR FULL AND COMPLETE REVIEW BY LANDSCAPE ARCHITECT OR OWNER. 13. BALLED AND BURLAPPED PLANTS/TREES TO BE PLANTED PRIOR TO CONTAINER OR BEDDING PLANTS. 14. BALLED AND BURLAPPED MATERIAL SHALL COMPLY WITH THE FOLLOWING GUIDELINES: 14.1. TREES DESIGNATED B&B SHALL BE PROPERLY DUG WITH FIRM, NATURAL BALLS OF SOIL RETAINING AS MANY FIBROUS ROOTS AS POSSIBLE, IN SIZES AND SHAPES AS SPECIFIED IN THE AMERICAN STANDARD FOR NURSERY STOCK ANSI Z60.1. 14.2. ROOT BALLS SHALL BE FIRMLY WRAPPED WITH NONSYNTHETIC, ROTTABLE BURLAP AND SECURED WITH NAILS AND HEAVY, NONSYNTHETIC TWINE. 14.3. ROOT COLLAR SHALL BE APPARENT AT SURFACE OF BALL, OR THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING EXCESS SOIL FROM THE TOP OF THE ROOTBALL. 14.4. REMOVE ALL BURLAP, LACING, AND WIRE BASKET FROM AT LEAST THE TOP 1/2 OF THE ROOTBALL AND DISCARD FROM PLANTING HOLE. 14.5. DO NOT MANEUVER BY TRUNK. HANDLE BY ROOT BALL ONLY. 15, CONTAINERIZED PLANTS SHALL COMPLY WITH THE FOLLOWING GUIDELINES: 15.1. MATERIAL SHALL HAVE FIRM, NATURAL BALLS OF SOIL RETAINING AS MANY FIBROUS ROOTS AS POSSIBLE, IN SIZES AND SHAPES AS SPECIFIED IN THE AMERICAN STANDARD FOR NURSERY STOCK ANSI Z60.1 15.2. ROOT COLLAR SHALL BE APPARENT AT SURFACE OF BALL, OR THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING EXCESS SOIL FROM THE TOP OF THE ROOTBALL. 15.3. REMOVE CONTAINER PRIOR TO PLANTING. 16.TREES TO BE STAKED WILL BE DESIGNATED BY THE LANDSCAPE ARCHITECT, TREE STAKING FOR CANOPY AND LARGE EVERGREEN TREES SHALL NOT EXCEED 90 DAYS. 17.PLANT BED PREPARATION: ALL PLANT BEDS ARE TO RECEIVE A MINIMUM OF 4" OF APPROVED TOPSOIL TILLED IN TO A DEPTH OF 8" TO ENSURE INTEGRATION WITH EXISTING SOIL. APPROVED TOPSOIL IS TO BE PREFERABLY FROM ON -SITE STOCKPILE FROM STRIPPING OPERATIONS - SEE EROSION AND SEDIMENT CONTROL PLANS. IF ON -SITE TOPSOIL IS NOT AVAILABLE, CONTRACTOR SHALL PROVIDE TO SITE ACCORDINGLY. 18.ALL MULCH TO BE CERTIFIED TO BE FREE OF WEEDS, NON-NATIVE INVASIVE SPECIES AND THEIR LARVAE. MULCH SAMPLE SUBMITTAL SHALL BE PROVIDED TO LANDSCAPE ARCHITECT BEFORE SITE DELIVERY. 19.SEED/SODDED BED PREPARATION: ALL AREAS TO BE SEEDED/SODDED ARE TO RECEIVE A MINIMUM OF 2" OF APPROVED TOPSOIL SEEDING/SODDING NOTES FILLED INTO ALL DEBRIS, ROCKS, ETC. LARGER THAN .5" ARE TO BE REMOVED PRIOR TO SEEDING/SODDING OR PLANTING. A DEPTH OF 4" TO ENSURE INTEGRATION WITH EXISTING SOIL. APPROVED TOPSOIL IS TO BE PREFERABLY FROM ON -SITE STOCKPILE FROM STRIPPING OPERATIONS - SEE EROSION AND SEDIMENT CONTROL PLANS. IF ON -SITE TOPSOIL IS NOT AVAILABLE, CONTRACTOR SHALL PROVIDE TO SITE ACCORDINGLY. SEEDING/SODDING NOTES 1. ROUGH GRADING TO BE COMPLETED PRIOR TO THE START OF PLANT INSTALLATION. SUBSTANTIAL COMPLETION SIGN -OFF BY LANDSCAPE ARCHITECT CONTRACTOR TO ENSURE NO CHANNELIZED FLOWS AROUND THE SITE. 2. ALL SEEDED/SODDED AREAS SHALL BE FINISHED GRADE AT THE THICKNESS OF THE SOD. 3. NO SEEDED/SODDED AREAS SHALL BE SODDED UNTIL ALL OTHER CONSTRUCTION ACTIVITIES, INCLUDING PLANTING AND MULCHING HAVE OCCURRED AND LANDSCAPE ARCHITECT HAVE REVIEWED THE FINAL GRADING. 4. SOD AREAS WILL BE ACCEPTED WHEN IN COMPLIANCE WITH ALL THE FOLLOWING CONDITIONS: 4.1. ROOTS ARE THOROUGHLY KNIT TO THE SOIL 4.2. ABSENCE OF VISIBLE JOINTS 4.3. ALL AREAS SHOW A UNIFORM STAND OF SPECIFIED GRASS IN HEALTHY CONDITION 4.4. AT LEAST 30 DAYS HAVE ELAPSED SINCE THE COMPLETION OF WORK UNDER THIS SECTION. 5. QUALITY GUARANTEE: 5.1. SOD SHALL BE UNIFORM IN COLOR, LEAF TEXTURE, LEAF AND ROOD DENSITY, AND FREE FROM WEEDS, DISEASES, AND OTHER VISIBLE IMPERFECTIONS AT TIME OF FINAL ACCEPTANCE. GUARANTEE DOES NOT COVER DAMAGE AS A RESULT OF FERTILIZERS, PESTICIDES, OR OTHER APPLICATIONS NOT SUPERVISED BY THE CONTRACTOR OR AS A RESULT OF ACTS OF GOD OR VANDALISM. 5.2. SEED SHALL BE UNIFORM IN COLOR, LEAF TEXTURE, LEAF AND ROOD DENSITY, AND FREE FROM WEED, DISEASES, AND OTHER VISIBLE IMPERFECTIONS AT TIME OF FINAL ACCEPTANCE. GUARANTEE DOES NOT COVER DAMAGE AS A RESULT OF FERTILIZERS, PESTICIDES, OR OTHER APPLICATIONS NOT SUPERVISED BY THE CONTRACTOR OR AS A RESULT OF ACTS OF GOD OR VANDALISM. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE SEED/SOD IS PROPERLY IRRIGATED DURING THE GROW -IN PERIOD AND SHALL BE RESPONSIBLE IF THE SOD SUFFERS IRREPARABLE HARM, 7. SEED/SOD IS SUBJECT TO INSPECTION AND ACCEPTANCE. LANDSCAPE ARCHITECT AND/OR CLIENT RESERVES THE RIGHT TO REJECT AT ANY TIME OR PLACE PRIOR TO ACCEPTANCE, ANY WORK AND SOD WHICH IN THE LANDSCAPE ARCHITECT'S OPINION FAILS TO MEET THESE SPECIFICATIONS REQUIREMENTS, 8. SOD STANDARDS: 8.1. GENERAL: HEALTHY, THICK TURF HAVING UNDERGONE A PROGRAM OF REGULAR FERTILIZATION, MOWING AND WEED CONTROL; FREE OF OBJECTABLE WEEDS; UNIFORM IN GREEN COLOR, LEAF TEXTURE AND DENSITY; HEALTHY, VIGOROUS ROOT SYSTEM; INSPECTED AND FOUND FREE OF DISEASE, NEMATODES, PEST AND PEST LARVAE BY THE ENTOMOLOGIST OF THE STATE DEPARTMENT OF AGRICULTURE. 8.2. EACH PIECE OF SOD: SANDY -LOAM SOIL BASE THAT WILL NOT BREAK, CRUMBLE OR TEAR DURING SOD INSTALLATION, 8.3. THICKNESS: MINIMUM 3/4" THICK, EXCLUDING THE TOP GROWTH THATCH. 8.4. THATCH: NOT TO EXCEED 1/2" UNCOMPRESSED. 8.5. SIZE: CUT IN STRIPS 18" WIDE NO MORE THAN 24 HOURS PRIOR TO DELIVERY. 9. SOD DELIVERY, STORAGE AND HANDLING GUIDELINES ARE AS FOLLOWS: 9.1. SOD SHALL BE DELIVERED ON PALLETS PROPERLY LOADED ON VEHICLES AND WITH ROOT SYSTEM PROTECTED FROM EXPOSURE TO SUN, WIND, AND HEAT IN ACCORDANCE WITH STANDARD PRACTICE AND LABELED WITH BOTANICAL AND COMMON NAME OF EACH GRASS SPECIES IN ACCORDANCE WITH FEDERAL SEED ACT. SOD THAT HAS BEEN DAMAGED BY POOR HANDLING OR IMPROPER STORAGE IS SUBJECT TO REJECTION BY THE LANDSCAPE ARCHITECT OR OWNER. 9.1.1. PROTECT FROM DEHYDRATION, CONTAMINATION, FREEZING AND HEATING AT ALL TIMES. KEEP STORED SOD MOIST AND UNDER SHADE OR COVERED WITH MOISTENED BURLAP, 9.1.2. DO NOT DROP SOD ROLLS FROM CARTS, TRUCKS OR PALLETS. 9.1.3. DO NOT DELIVER MORE SOD THAN CAN BE INSTALLED WITHIN 36 HOURS. 9.1.4. DO NOT STACK SOD MORE THAN 2 FEET DEEP. • LANDSCAPE ARCHITECTURE 821 Wake Forest Road Raleigh, NC 27604 1 919.805.3586 �N C ARO� "'' , �O�GQQE ARCN/jFcT x C-505 x ;III III oft,, q. w V %_ '7 H J ` ............................................................... REUSE OF DOCUMENT This document is the property of Site Collaborative Inc. The ideas and design incorporated on this document is an instrument of professional service and shall not be used for any other project without written authorization of Site Collaborative Inc. ............................................................... w O w Q 3� LON M Q w ry W z W 21109 -F- u ^� E Z U O � • 0 ` i O Z U O CONSTRUCTION DOCUMENTS ........................................................ . 10.28.2022 03.23.2023 PLANTING LEGEND & NOTES a L-403 1 1 I l \ /1 \ a, 1 / / / P o__— I I f ✓ � � \ / / EIP S 25j33'56'E �10' , /E / \ S 18°�656'229.52, 1 I /� _ — ----- _-- 1-7 \ \ k.� kk kk+*"�% \ 39 k�kkYkk 1+'+r 'k k.+k•+'Yk -' �\ / � J � 1 \ \ h A - -z- ALL CONSTRUCTION SHALL CONFORM WITH THE TOWN OF BURGAW STANDARDS AND SPECIFICATIONS. ALL WORK INSIDE OF THE PUBLIC RIGHT-OF-WAY SHALL CONFORM WITH NCDOT STANDARDS AND SPECIFICATIONS REFER TO SHEET C-001 FOR PROJECT AND SHEET RELATED NOTES. Know what's below. Call before you dig. MAY° I "i Y: NORTH 30 15 0 30 60 GRAPHIC SCALE 0 0 o 0, N 0 M N U co U coCO c v N Q. .� O� U d' oe a U- ,,�`'� CAI" 1r, _ SEAL 026963 J 4 F- Z U w Z w OL w c) Q 0 p cal w o V) � 0 .ME PROJECT # 20146 SHEET # DSK-08