The URL can be used to link to this page

Home My WebLink AboutSite PlanThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. R O D R I G UEZE NG I N E E R PRO F E SSIO N A LSEAL 057029 UTILITY AND GOVERNING AGENCIES CONTACT LIST: ZONING DEPARTMENT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION NICK DREES 5911 OLEANDER DRIVE SUITE 101 WILMINGTON, NC 28403 (910) 398-9100 DEPARTMENT OF TRANSPORTATION EROSION CONTROL PLANNING DEPARTMENTFIRE MARSHAL WATER & SEWER COMPANY CAPE FEAR PUBLIC UTILITY AUTHORITY BERNICE JOHNSON 235 GOVERNMENT CENTER DRIVE WILMINGTON, NC, 28403 (910) 332-6738 SITE POWER COMPANY COUNTY ENGINEER GAS COMPANY TELECOMMUNICATIONS DAVID STONE 239 GOVERNMENT CENTER DRIVE, SUITE 130 WILMINGTON, NC, 28405 DSTONE@NHCGOV.COM (910) 798-7458 NEW HANOVER COUNTY ENGINEERING BETH WETHERILL 230 GOVERNMENT CENTER DRIVE, SUITE 110 WILMINGTON NC, 28403 (910) 798-7465 DUKE ENERGY PROGRESS EMAIL: CAROLINASNEWCONSTRUCTION@DUKE-ENERGY.COM (800) 636-0581 NEW HANOVER COUNTY ENGINEERING GALEN JAMISON 230 GOVERNMENT CENTER DRIVE, SUITE 110 WILMINGTON, NC 28403 (919) 798-7072 SPECTRUM 115 HINTON AVE STE 6 WILMINGTON, NC 28403 (432) 219-2624 PIEDMONT NATURAL GAS PO BOX 1246 CHARLOTTE, NC 28201 (800) 752-7504 NEW HANOVER COUNTY ZONING COMPLIANCE CHRISTINE BOUFFARD 230 GOVERNMENT CENTER DRIVE, SUITE 110 WILMINGTON, NC 28403 (910) 798-7074 NEW HANOVER COUNTY PLANNING & LAND USE ROBERT FARRELL 230 GOVERNMENT CENTER DRIVE, SUITE 110 WILMINGTON, NC 28403 (910) 798-7465 KIMLEY-HORN SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS ARISING OUT OF THE CLIENT'S DECISION TO OBTAIN BIDS OR PROCEED WITH CONSTRUCTION BEFORE KIMLEY-HORN HAS ISSUED FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TO SUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITS OBTAINED. RALEIGH CHARLOTTE SITE LOCATION MAP SCALE: 1" = 500' PROGRESS SET HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 DRAWING UNITS: U.S. SURVEY FEET GEOMETRIC CONTROL Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C0 0 1 - C O V E R S H E E T Ja n u a r y 0 2 , 2 0 2 5 0 3 : 5 5 : 1 0 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 0 0 1 - C O V E R S H E E T . d w g CO V E R S H E E T C001 01 / 0 2 / 2 0 2 5 AM R JD H AM R NOTICE TO CONTRACTOR: ALL WORK AND MATERIALS SHALL CONFORM TO THE MOST CURRENT STANDARDS AND SPECIFICATIONS AS PROVIDED IN THE: NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE NEW HANOVER COUNTY STORM WATER DESIGN MANUAL NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL NCDEQ STORMWATER DESIGN MANUAL OR THE MORE RESTRICTIVE OF ANY STANDARDS THAT CONFLICT. WAWA SITE DEVELOPMENT SUMMARY: PROPERTY ADDRESS:7241 MARKET STREET, WILMINGTON, NORTH CAROLINA, 28411 WAWA STORE NUMBER:#6135 WAWA PROJECT ENGINEER:PAYMAN NADIMI 260 WEST BALTIMORE PIKE WAWA, PA 19063 EMAIL: PAYMAN.NADIMI@WAWA.COM BUILDING TYPE:U63FB CANOPY TYPE:SLOPED CANOPY CONFIGURATION:STACKED # OF MPDS:8 TYPE OF MPDS:THREE PRODUCT DISPENSER # OF PARKING SPACES:41 # OF ADA SPACES:2 # OF TRUCK/OVERSIZED PARKING:0 SF OF ASPHALT INSIDE ROW:0 SF SF OF LAWN AREA:15600 SF SF OF MULCH AREAS:5650 SF SITE DEVELOPMENT SUMMARY: TOTAL SITE ACREAGE:1.95 AC TOTAL DISTURBED ACREAGE:±3.65 - ACRE NUMBER OF LOTS: 4 LOTS PARCEL IDENTIFICATION NUMBER:R04400-001-006-000 SITE ZONING:B-2 - REGIONAL BUSINESS DISTRICT BUILDING SETBACKS: FRONT:25 FT SIDE:0 FT, 12.5 FT (ROW) REAR:0 FT LOT WIDTH:NONE MAXIMUM HEIGHT OF BUILDING:3 STORIES OR 50 FT WATERSHED DISTRICT: PAGES CREEK IMPERVIOUS PERCENTAGES: PRE-DEVELOPMENT:0.00% POST-DEVELOPMENT:74.82% CAPITAL GROWTH BUCHALTER 361 SUMMIT BOULEVARD SUITE 100 BIRMINGHAM, AL 35243 PHONE (602) 908-1424 CONTACT: JEFFREY LEWIN KIMLEY-HORN AND ASSOCIATES, INC. 200 SOUTH TRYON STREET SUITE 200 CHARLOTTE, NORTH CAROLINA 28202 PHONE (980) 346-6640 CONTACT: ALEX M. RODRIGUEZ, PE SURVEYOR:ENGINEER: PROJECT OWNER AND CONSULTANT INFORMATION DEVELOPER: WILMINGTON, NORTH CAROLINA, 28411 7241 MARKET STREET SITE CONSTRUCTION PLANS for WAWA - #6135 R.B. PHARR & ASSOCIATES, P.A. 969 E. 7TH STREET CHARLOTTE, NC 28204 PHONE (704) 376-2186 CONTACT: KEITH MCGUINNESS SITE LANDSCAPE ARCHITECT: KIMLEY-HORN AND ASSOCIATES, INC. 200 SOUTH TRYON STREET SUITE 200 CHARLOTTE, NORTH CAROLINA 28202 PHONE (704) 319-5686 CONTACT: NATHAN TIDD, PLA I hereby certify that this plan has been prepared in accordance with the latest New Hanover County Ordinaces and Stormwater Design Manual. Signature: Printed Name and Title: Date: 01/02/2025 Registration Number: Sheet List Table Sheet Number Sheet Title C001 COVER SHEET C002 GENERAL NOTES C003 UTILITY NOTES C004 EROSION CONTROL GENERAL NOTES C101 EXISTING CONDITIONS PLAN C105 DEMOLITION PLAN C201 EROSION CONTROL PLAN - PHASE 1 C202 EROSION CONTROL PLAN - PHASE 2 C301 SITE PLAN C302 PRIVATE ROAD PLAN & PROFILE C303 PRIVATE ROAD PLAN & PROFILE C304 EASEMENT PLAN C305 TYPICAL SECTIONS C306 TRUCK TURN PLAN C307 REFUSE TRUCK TURN PLAN C401 GRADING AND DRAINAGE PLAN C402 ADA COMPLIANCE PLAN C403 PRIVATE ROADWAY - STORM PROFILES C404 WAWA ONSITE - STORM PROFILES C405 INLET AREA MAP C501 UTILITY PLAN C502 WATERMAIN EXTENSION C601 SEWER PROFILES C901 NCG01 STANDARDS C902 EROSION CONTROL DETAILS C903 EROSION CONTROL DETAILS C904 SITE CONSTRUCTION DETAILS C905 SITE CONTRUCTION DETAILS C906 WAWA DETAILS C907 WAWA DETAILS C908 WAWA DETAILS C909 STORM DETAILS C910 STORM DETAILS C911 UTILITY DETAILS C912 UTILITY DETAILS L100 LANDSCAPE PLAN L150 LANDSCAPE DETAILS L151 LANDSCAPE NOTES IR1.0 IRRIGATION OVERALL PLAN RL1 LIGHTING PLAN Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D Alex Rodriguez 057029 GENERAL EROSION CONTROL NOTES GENERAL UTILITY NOTES AS-BUILT/RECORD DRAWINGS 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE PROJECT STATE WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIED RECORD SURVEY SEALED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE PROJECT STATE DEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS. THE RECORD DRAWINGS SHALL BE PREPARED TO THE SAME LEVEL OF DETAILS AS PROVIDED ON THE DESIGN DRAWINGS. 3.THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER AND OWNER RECORD DRAWINGS IN BOTH PDF AND AUTOCAD FORMAT FOR ALL PAVING, GRADING, AND STORMWATER BMPS, AND STORMWATER DRAINAGE PIPES AND STRUCTURES AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 4.THE CONTRACTOR SHALL PROVIDE A SEPARATE UTILITY RECORD DRAWING IN AUTOCAD AND PDF FORMAT. THE RECORD DRAWINGS SHALL VERIFY ALL DESIGN INFORMATION INCLUDED ON THE DESIGN PLANS. 5.IN ADDITION TO THE OWNER AND ENGINEER REQUIRED SURVEYS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL RECORD DRAWINGS AND AS-BUILT INFORMATION AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 1.PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST CLEARLY DELINEATE AND MARK OFF AREAS TO BE PROTECTED, AS IDENTIFIED IN THE SWPPP OR IN THE FIELD, (INCLUDING BUT NOT LIMITED TO STREAMS/WETLANDS, NATURAL BUFFERS, TREE, HABITATS OF ENDANGERED/THREATENED SPECIES, HISTORIC PROPERTIES, ETC.) 2.THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. 3.BMPS PROPOSED FOR SITE DEVELOPMENT HAVE BEEN DESIGNED TO ADDRESS CONSTRUCTION STORMWATER RUNOFF. IN THE EVENT THE BMPS BECOME INEFFECTIVE AT PREVENTING SEDIMENT FROM LEAVING THE SITE, IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT ADDITIONAL BMPS.THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN BMPS AS DESCRIBED IN THE GENERAL PERMIT. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR. 4.CONTRACTOR SHALL REVIEW THE GENERAL PERMIT PRIOR TO COMMENCING CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED PLANS AND GENERAL PERMIT ON SITE AT ALL TIMES. 5.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND IS SUBJECT TO A FINE. 6.UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE STATE WHICH THE WORK IS PERFORMED. 7.THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPLICABLE STATE EROSION AND SEDIMENT CONTROL REGULATIONS, 8.ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT. 9.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE. 10.CONSTRUCTION ENTRANCE SHALL BE LOCATED SO AS TO PROVIDE THE LEAST AMOUNT OF DISTURBANCE TO THE FLOW OF TRAFFIC IN AND OUT OF THE SITE. ADDITIONALLY, CONSTRUCTION ENTRANCE SHALL BE LOCATED TO COINCIDE WITH THE PHASING OF THE PAVEMENT REPLACEMENT. 11.POST CONSTRUCTION STORM WATER POLLUTION CONTROL MEASURES INCLUDE STABILIZATION BY PERMANENT PAVING, DRAINAGE SYSTEM STRUCTURE, OR LANDSCAPING. 12.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 13.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 14.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. 15.THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. 16.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. CONTACT PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL MEASURES ARE INSTALLED PRIOR TO OFF-SITE GRADING. 17.ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS DEFINED BY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPA NATIONAL RESPONSE CENTER (1-800-424-8802), AND AS REQUIRED BY THE GENERAL PERMIT. 18.THE CONTRACTOR SHALL MAINTAIN JURISDICTIONALLY REQUIRED BUFFERS OF UNDISTURBED NATURAL VEGETATION BETWEEN THE DISTURBED PORTIONS OF THE SITE AND SURFACES WATERS AT ALL TIMES. BUFFERS SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 19.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT. 20.CONTRACTOR SHALL PLACE EROSION CONTROL BLANKET (NORTH AMERICAN GREEN SC150 OR APPROVED EQUAL) ON ALL SITE AREAS WITH SLOPES GREATER THAN 2:1, AND IN THE BOTTOM AND SIDE SLOPES OF ALL SWALES, UNLESS OTHERWISE NOTED ON THE PLANS. 21.ALL DRAINAGE SWALES MUST BE GRADED AND RIP-RAP MUST BE REPLACED AS REQUIRED TO CONTROL EROSION. RIP-RAP WILL CONSIST OF 50 - 125 POUND STONES PLACED AT ALL OUTFALLS, AND WHERE NOTED ON CONSTRUCTION DRAWINGS. SEE DETAIL SHEET FOR OUTFALL PIPE SIZE CHART. 22.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED FOR ADDITIONAL CONTRACTOR LAYDOWN AREA. CONTRACTOR TO COORDINATE WITH ENGINEER DURING CONSTRUCTION. THE LIMITS OF DISTURBANCE SHOULD CONTAIN ANY ADDITIONAL LAYDOWN AREAS. IF ADDITIONAL LAYDOWN AREA IS NEEDED OUT SIDE THE LIMITS OF DISTURBANCE, A REVISED EROSION CONTROL PLAN SHOULD BE REVIEWED AND PERMITTED. 23.PUMPING SEDIMENT LADEN WATER INTO ANY STORMWATER FACILITY THAT IS NOT DESIGNATED TO BE A SEDIMENT TRAP, DRAINAGE WAY, OR OFFSITE AREA EITHER DIRECTLY OR INDIRECTLY WITHOUT FILTRATION IS PROHIBITED. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET. WATER REMOVED FROM TRAPS, BASINS, AND OTHER WATER HOLDING DEPRESSIONS OR EXCAVATIONS MUST FIRST PASS THROUGH A SEDIMENT CONTROL AND/OR FILTRATION DEVICE. WHEN DEWATERING DEVICES ARE USED, DISCHARGE LOCATIONS SHALL BE PROTECTED FROM EROSION. 24.ALL TEMPORARY STORMWATER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED.TRAPPED SEDIMENT AND OTHER DISTURBED SOILS RESULTING FROM TEMPORARY MEASURES SHALL BE PROPERLY DISPOSED OF PRIOR TO PERMANENT STABILIZATION. 25.SOIL STOCKPILES SHALL NOT BE LOCATED IN A DRAINAGE WAY, STOCKPILES , FLOOD PLAIN AREA, OR A DESIGNATED BUFFER. ALL STOCKPILES SHALL BE IMMEDIATELY STABILIZED AS REQUIRED BY THE GENERAL PERMIT. GENERAL ACCESSIBILITY NOTES 1.THE CONTRACTOR SHALL REVIEW ALL APPLICABLE STATE AND LOCAL GUIDELINES AS THEY APPLY TO THE ACCESSIBILITY AND SIGNAGE. 2.ALL CONSTRUCTION SHALL BE VERIFIED BY THE CONTRACTOR TO BE IN COMPLIANCE WITH LOCALLY ADOPTED ACCESSIBILITY REGULATIONS. ANYTHING FOUND NOT IN COMPLIANCE SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 3.THE PROPOSED IMPROVEMENTS SHALL BE CONSTRUCTED COMPLIANT WITH THE LATEST EDITION OF THE ADA STANDARDS FOR ACCESSIBLE DESIGN AS PUBLISHED BY THE DEPARTMENT OF JUSTICE, 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. 4.CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. 5.PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO THE ADA STANDARDS FOR ACCESSIBLE DESIGN AND SHALL HAVE A DETECTABLE WARNING SURFACE THAT IS FULL WIDTH OF THE CURB RAMP, NOT INCLUDING FLARES. 6.ALL ACCESSIBLE ROUTES, GENERAL SITE AND BUILDING ELEMENTS, RAMPS, CURB RAMPS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN, LATEST EDITION. 7.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES (PER ADA AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. 8.CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ACCESSIBLE SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 9.ANY COMPONENTS OF THE PROJECT SERVING MULTIFAMILY DWELLINGS IN BUILDINGS THAT HAVE 4 OR MORE UNITS PER DWELLING SHALL ALSO CONFORM TO THE FAIR HOUSING ACT (FHA), AND COMPLY WITH THE FAIR HOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. GENERAL NOTES 1.ALL NECESSARY PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND THE CONTRACTOR MUST OBTAIN ALL PERMITS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 2.THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF PERMITS COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY REGULATORY AGENCY REPRESENTATIVES. 3.THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. 4.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 5.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY LAND SURVEYOR. ALL INFORMATION IS TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 6.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODE AND THE OWNER. 7.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE STATE DEPARTMENT OF TRANSPORTATION STRUCTURE STANDARDS AND REGULATIONS (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 9.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES AND O.S.H.A. STANDARDS. IN THE EVENT THE REGULATIONS DO NOT AGREE, THE MOST STRINGENT SHALL GOVERN. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION'S SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. AREAS TO BE DISTURBED SHALL BE IMPROVED PER THE CIVIL PLANS OR RESTORED TO THEIR ORIGINAL OR BETTER CONDITION. CONTRACTOR SHALL REPAIR ANY EXISTING FEATURES THAT ARE DAMAGED DURING CONSTRUCTION TO THE EXISTING OR BETTER CONDITION. 11.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 12.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 14.ALL WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 15.TRAFFIC CONTROL ON ALL STATE, LOCAL, AND COUNTY RIGHTS-OF-WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. GENERAL PAVING NOTES 1.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN PROPOSED PAVEMENT, EXISTING PAVEMENT AND ANY STRUCTURES. 2.THE PROPOSED SPOT ELEVATIONS SHOWN ARE FINISHED ELEVATIONS INCLUDING ASPHALT AND CONCRETE. REFER TO PAVEMENT SECTIONS AND CURB DETAILS TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT. 3.ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL REVIEW THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER PRIOR TO PAVING. 4.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 5.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTIONAL RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR STATE DEPT. OF TRANSPORTATION SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 6.ALL ON-SITE STRIPING IS TO BE PAINTED, UNLESS OTHERWISE NOTED. ALL STRIPING IN PUBLIC RIGHT-OF-WAY TO BE THERMOPLASTIC STRIPING. 7.TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS AND COMBINED WALKS/CURBS WHERE SHOWN AND AT INTERVALS NOT TO EXCEED 12 X THE WIDTH OF THE WALK. 8.EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALL LOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB, WALL, COLUMN, ETC. 9.CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTS IN CONCRETE WALKS. INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS GREATER THAN 1.5 X THE WIDTH OF THE WALK. 10.CONTRACTOR SHALL COORDINATE PAVING IMPROVEMENTS TO AVOID TIRE MARKS FROM CONSTRUCTION ACTIVITY. FINAL PAVING SHALL BE AS SMOOTH AS POSSIBLE AND FREE FROM ANY CRACKS, SCRAPES, GOUGES, TIRE MARKS, ETC. CAUSED DURING CONSTRUCTION. 11.ALL NEW CONCRETE SHALL BE DOWELED INTO ALL EXISTING CONCRETE (PAVING, SIDEWALKS, CURB, ETC.). ALL STRUCTURES SHALL BE ADJUSTED AS NECESSARY TO BE FLUSH WITH FINAL PAVEMENT. GENERAL DEMOLITION NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES REQUIRED FOR DEMOLITION AND HAUL-OFF FROM THE APPROPRIATE AUTHORITIES. THESE FEES SHALL BE INCLUDED WITH THE BID. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS REQUIRED PRIOR TO THE COMMENCEMENT OF DEMOLITION. 2.DEMOLITION AS DEPICTED ON THE DEMOLITION PLAN IS INTENDED TO DESCRIBE GENERAL DEMOLITION AND UTILITY WORK. IT IS NOT INTENDED TO IDENTIFY EACH ELEMENT OF DEMOLITION OR RELOCATION. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK. 3.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND LAWFUL DISPOSAL OF ALL STRUCTURES, PAVING, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL AS NECESSARY. 4.ASBESTOS OR ANY OTHER HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR ONLY AFTER NOTIFICATION OF THE ENGINEER AND AUTHORIZATION TO PROCEED IS GIVEN BY THE OWNER. 5.THE CONTRACTOR SHALL PUMP OUT BUILDING FUEL AND WASTE OIL TANKS (IF ANY ARE ENCOUNTERED) AND REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY AN APPROPRIATELY LICENSED WASTE OIL HANDLING CONTRACTOR IN STRICT ACCORDANCE WITH FEDERAL AND STATE REQUIREMENTS ONLY AFTER NOTIFICATION OF THE ENGINEER AND AUTHORIZATION TO PROCEED IS GIVEN BY THE OWNER. 6.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ALL EXISTING FACILITIES AND OUTLOTS AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE SERVICE PROVIDERS AND COORDINATION THROUGH THE PROPERTY OWNER(S). THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 7.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 8.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. THE ITEMS SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. 9.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. 10.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONTRACTOR SHALL CONSULT THE ENGINEER AND OWNER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA. 11.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE OWNER. 12.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING BUSINESSES AND PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING IMPROVEMENTS AND CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL COORDINATE WITH THE OWNER(S)/ LEASEE(S) PRIOR TO ANY CONSTRUCTION TO ESTABLISH CUSTOMER ACCESS AND TRAFFIC FLOW DURING ALL PHASES. 13.SHOULD CONSTRUCTION ACTIVITIES DAMAGE EXISTING FEATURES, THE CONTRACTOR SHALL REPLACE THE FEATURES WITH NEW MATERIALS. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 14.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING ROAD SURFACES. FINISHED SURFACES TO BE REMOVED OR DEMOLISHED SHALL BE CUT ALONG LINES OF JOINTS WHICH WILL PERMIT A NEAT SURFACE WHEN RESTORED. SAW CUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAW CUT EXISTING PAVEMENT AT THE RIGHT-OF-WAY. SAW CUTS SHALL BE MADE FULL DEPTH THROUGH THE EXISTING PAVEMENT. DISCARDED PAVEMENT SHALL BE REMOVED WITHOUT UNDERMINING THE EXISTING PAVEMENT. IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR. 15.CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. CONTRACTOR SHALL COORDINATE/PHASE ALL CONSTRUCTION ACTIVITY WITHIN PROXIMITY OF THE BUILDING AND UTILITY INTERRUPTIONS WITH THE PROPERTY OWNERS AND UTILITY PROVIDERS TO MINIMIZE DISTURBANCE AND INCONVENIENCE. 16.ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR. 17.ANY WATER WELLS ENCOUNTERED ARE TO BE BROUGHT TO THE PROJECT ENGINEER'S ATTENTION IMMEDIATELY AND PROPERLY ABANDONED BY A LICENSED WELL DRILLER. 18.ANY SEPTIC SYSTEMS ENCOUNTERED SHALL BE BROUGHT TO THE THE PROJECT ENGINEER'S ATTENTION IMMEDIATELY AND SHALL BE PROPERLY DEMOLISHED. 19.ALL MONITORING WELLS ENCOUNTERED ARE TO BE BROUGHT TO THE PROJECT ENGINEER'S ATTENTION IMMEDIATELY AND SHALL BE PROPERLY PROTECTED UNLESS OTHERWISE NOTED. GENERAL GRADING NOTES 1.ALL NECESSARY PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND THE CONTRACTOR MUST OBTAIN ALL PERMITS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 2.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3.ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 4.CONTRACTOR SHALL REVIEW, UNDERSTAND AND IMPLEMENT ALL REQUIRED EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO ANY DISTURBANCE. 5.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 6.THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCK IS ENCOUNTERED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL BLASTING AND SAFETY REQUIREMENTS 7.ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SEEDED. 8.THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER THE GEOTECHNICAL ENGINEERS SPECIFICATIONS. FILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 9.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE DESIGN(S) TO INSTALL SAID ITEMS. 10.FIELD ADJUSTMENTS OF RIM ELEVATIONS OF STRUCTURES MAY BE REQUIRED TO MEET FIELD CONDITIONS. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL NOT EXCEED 12-INCHES. ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE. 11.WHERE GRADE MODIFICATIONS ARE SHOWN ADJACENT TO EXISTING VALVE BOX COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTED FLUSH WITH THE PROPOSED GRADE. 12.ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE SEEDED UNLESS INDICATED OTHERWISE ON THE LANDSCAPE PLAN. 13.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 14.STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. IN SOME CASES TOPSOIL MAY BE STOCKPILED ON SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS BUT ONLY AS DIRECTED BY THE OWNER. 15.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO STATE DEPARTMENT OF TRANSPORTATION STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 16.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 17.ALL CUT OR FILL SLOPES SHALL BE 3 (HORIZONTAL) :1 (VERTICAL) OR FLATTER UNLESS OTHERWISE SHOWN. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR APPROPRIATE SLOPE STABILIZATION ON ALL SLOPES STEEPER THAN 3:1. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 18.SEED MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 19.THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 20.GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING. 21.ALL SOIL USED FOR PLANTING SHALL CONSIST OF REGIONALLY APPROPRIATE SOILS. 22.UNSUITABLE FILL BENEATH BUILDING PADS AND PAVED SURFACES MUST BE EXCAVATED AND REPLACED AS RECOMMENDED BY A GEOTECHNICAL ENGINEER. 23.ALL PAVEMENT SUB GRADES SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES AND COMPACTED TO A MINIMUM DENSITY OF 98 PERCENT OF ASTM D-698 DENSITY AT OPTIMUM MOISTURE CONTENT UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION PLANS OR AS DIRECTED BY A GEOTECHNICAL ENGINEER. FILL SHALL BE PLACED AND COMPACTED IN MAXIMUM 8" LIFTS. IN AREAS WHERE ROCK IS ENCOUNTERED AT FINAL SUB GRADE ELEVATION, THE EXPOSED ROCK SHALL BE TOPPED WITH A LEVELING COURSE OF SANDY CLAY OR CLAYEY SAND (P.I. BETWEEN 4 AND 15) AS NEEDED TO PROVIDE A SMOOTH SURFACE FOR PAVING. STORMWATER NOTES 1.REFER TO GENERAL UTILITY NOTES FOR ADDITIONAL REQUIREMENTS PERTAINING TO UNDERGROUND UTILITY AND STORMWATER PIPE INSTALLATION. 2.ALL NECESSARY PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND THE CONTRACTOR MUST OBTAIN ALL PERMITS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 3.PIPE LENGTHS, GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE ONLY. AS DIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. 4.ALL STORM PIPE INSTALLED SHALL BE CLASS III RCP, UNLESS SPECIFICALLY NOTED OTHERWISE. EXISTING STORMWATER PIPE MATERIALS, MODIFIED, DAMAGED OR DEFORMED, ETC. SHALL NOT BE REUSED UNLESS SPECIFICALLY DIRECTED BY THE ENGINEER. 5.ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENT AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. 6.ALL PIPES SHALL BE BEDDED PER MANUFACTURER'S RECOMMENDATIONS. 7.ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED WITH (4) SIDED BEARING HEAVY DUTY H-20 RATED TRAFFIC RIMS AND GRATES. 8.ALL CLEANOUT COVERS WITHIN THE PAVEMENT SECTIONS SHALL BE RATED FOR HEAVY DUTY TRAFFIC (H-20 RATED). 9.WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, A MINIMUM OF 1 WEEPHOLE PER STRUCTURE. WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1/3 OF STRUCTURE AND COVERED ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER FABRIC AND FILLED WITH #78 STONE. 10.CONTRACTOR SHALL PROVIDE CATCH BASIN INLET PROTECTION ON ALL EXISTING AND PROPOSED INLETS UNTIL CONTRIBUTING DRAINAGE AREAS ARE STABILIZED. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 11.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS. 12.GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING. 13.CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN PROPOSED PAVEMENT AND EXISTING PAVEMENT AND STORM STRUCTURES 14.DURING CONSTRUCTION AND AFTER FINAL GRADING, NO SURFACE WATER RUNOFF MAY BE DIRECTED TO ADJACENT PROPERTIES, AND ALL SURFACE WATER RUNOFF MUST BE ROUTED TO APPROVED DRAINAGE FACILITIES OR BE RETAINED ON SITE. ALL RUNOFF FROM THE SITE, BOTH DURING AND AFTER CONSTRUCTION, MUST BE FREE OF POLLUTANTS, INCLUDING SEDIMENT, PRIOR TO DISCHARGE. WATER DISTRIBUTION NOTES 1.CONTRACTOR TO LOCATE TIE-INS TO ALL BUILDINGS BASED ON ARCH / MECHANICAL, ELECTRICAL AND PLUMBING PLANS. 2.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 3.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 48 INCHES OF COVER AS MEASURED FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE. 4.THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS, TEES AND HYDRANTS PER THE DETAILS. 5.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF FITTINGS AND APPURTENANCES ROUNDED TO THE NEAREST FOOT. 6.WATER LINES SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLANS: 6" AND LARGER, PVC C-900, DR-18, PER ASTM D 2241 6" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 6" EITHER COPPER TUBE TYPE "L" (SOFT) PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 7.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING IF DICTATED BY THE AUTHORITY HAVING JURISDICTION. 8.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS REQUIRED BACKFLOW PREVENTER. 9.BACKFLOW PREVENTION ASSEMBLIES TO BE INSTALLED ABOVE-GROUND SHALL BE INSTALLED WITHIN INSULATED ENCLOSURE AND PER JURISDICTIONAL REQUIREMENTS. ENCLOSURES SHALL INCLUDE DRAIN PORT(S) FOR DISCHARGE WATER. CONTRACTOR SHALL ENSURE THE BACKFLOW PREVENTION ASSEMBLY AND ENCLOSURE IS INSTALLED OUTSIDE OF SIGHT DISTANCE TRIANGLES AT INTERSECTIONS WITH VEHICULAR TRAVEL WAYS. 10.ALL BACKFLOW PREVENTERS SHALL BE HEATED. 1.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AN ENCROACHMENT AGREEMENT PERMIT, AS REQUIRED, TO CONSTRUCT UTILITY CONNECTIONS. 2.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 3.REFER TO ARCHITECTURAL /MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES WITHIN 5 FEET OF STRUCTURES. 4.THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. AT LEAST 72 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT 811 FOR THE IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE. 5.EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 6.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED UTILITIES BE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY FOR DIRECTIONS. 7.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 72 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY THE UTILITY PROVIDER FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. THE CONTRACTOR SHALL COORDINATE ANY INTERRUPTION OF UTILITY SERVICE WITH OWNER(S) AND RESPECTIVE UTILITY COMPANY REPRESENTATIVE. 8.CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 9.CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC,TELEPHONE, SEWER, WATER, AND COMMUNICATION CONDUITS.PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION UNLESS OTHERWISE SHOWN. 10.ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL POWER COMPANY STANDARDS. 11.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 12.PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED CROSSING UTILITIES. IN SUCH CASES, THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES. 13.WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTING VALVE BOX COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTED FLUSH WITH THE PROPOSED GRADE. 14.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING BUILDINGS, ETC. WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE OWNER, UTILITY COMPANIES, AND GOVERNING AUTHORITIES. THE CONTRACTOR SHALL INSTALL AS NECESSARY, TEMPORARY SITE LIGHTING, GAS, SANITARY, WATER, STORM, ELECTRIC, TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN. 15.ALL PROPOSED STUBS SHALL BE CAPPED AND SHALL BE PROVIDED WITH FIELD MARKERS. 16.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN (BY OTHERS). 17.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PER IRRIGATION PLAN (BY OTHERS). 18.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, SURVEYED, AND APPROVED BEFORE BACKFILLING. 19.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 20.ALL CONDUIT SHALL BE INSTALLED PER CURRENT NATIONAL ELECTRIC CODE (N.E.C.) AND MANUFACTURER REQUIREMENTS. 21.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 22.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES GRAVITY SEWER LINES AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 23.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 24.ALL PHASES OF INSTALLATION, INCLUDING UNLOADING, TRENCHING, LAYING AND BACK FILLING, SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY DUCTILE IRON PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER, OWNER, OR INSPECTOR RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 25.WATER FOR FIRE FIGHTING SHALL BE AVAILABLE FOR USE PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 26.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 27.UNDERGROUND WATER AND SANITARY SEWER LINES SHALL BE SURVEYED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE PROJECT STATE PRIOR TO BACK FILLING. 28.CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION, PRESSURE TESTS, AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDERS, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 29.IF DETERMINED NECESSARY BY THE LOCAL JURISDICTION, THE CONTRACTOR SHALL ABANDON EXISTING WATER METERS. CUT THE CORPORATION STOP OFF, AND AIR-GAP THE SERVICES. 30.UNDERGROUND UTILITY, INCLUDING STORMWATER PIPES, SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS: A.NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME. B.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. SANITARY SEWER NOTES 1. CONTRACTOR TO LOCATE LATERAL CONNECTIONS TO BUILDING PER PLUMBING PLANS. 2. PLACE CLEAN-OUTS ON SANITARY SEWER LATERALS AS REQUIRED BY PLUMBING CODE. 3.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES AND ARE ROUNDED TO THE NEAREST FOOT. 4.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE WATER PIPE FOR THE SEWER PER DETAIL. 5.SANITARY SEWER PIPE SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLANS: 8" PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D 3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 DUCTILE IRON PIPE PER AWWA C150 6.WHENEVER VERTICAL DISTANCE BETWEEN OUTGOING AND INCOMING SEWERS IS MORE THAN 2 FEET AN OUTSIDE DROP MANHOLE SHALL BE INSTALLED. 7.SANITARY SEWER STRUCTURES SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLANS: 48" DIAMETER PRECAST CONCRETE MANHOLE PER ASTM C478. 48" DIAMETER PRECAST POLYETHYLENE IN ACCORDANCE WITH ASTM D1248. MANHOLES SHALL HAVE A COMPRESSIVE STRENGTH THAT MEETS ASTM D2412. 8.ALL MANHOLES AND CLEANOUTS SHALL BE H20 TRAFFIC GRADE AND RATED WITH HEAVY DUTY COVERS AND FRAMES PER THE SAME STANDARD. CONSTRUCTION TESTING 1.IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN ALL TESTS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 2.IF DETERMINED BY THE OWNER, THE CONTRACTOR SHALL PROVIDE ADDITIONAL CONSTRUCTION TESTING. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR REQUIRED CONSTRUCTION TESTING. 3.TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS. THE TESTING LABORATORY AND THE PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW BY STANDARD TESTING PROCEDURES THAT THE WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE SPECIFICATIONS. 4.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER AND DESIGN ENGINEER OF RECORD DIRECTLY FROM THE TESTING AGENCY. 5.EACH BACKFLOW PREVENTION ASSEMBLY IS REQUIRED TO BE TESTED BY A JURISDICTIONALLY-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE. TREE PROTECTION NOTES 1.THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, IN ADDITION TO THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE CONTRACTOR IS ALSO REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE. 2.NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION. 3.NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED. SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WITH GRASS ONLY IN DISTURBED/GRADED AREAS. 4.TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, CLEARING, GRADING OR CONSTRUCTION BEGINS AND IS NOT TO BE REMOVED UNTIL AFTER CONSTRUCTION. This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C0 0 2 - G E N E R A L N O T E S Ja n u a r y 0 2 , 2 0 2 5 0 3 : 5 5 : 2 0 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 0 0 2 - G E N E R A L N O T E S . d w g GE N E R A L N O T E S C002 01 / 0 2 / 2 0 2 5 AM R JD H AM R 0 IS S U E D F O R P E R M I T KH A Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D BACKFLOW PREVENTION NOTES DRAINAGE STRUCTURES 1.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPARTMENT CONNECTION POINTS OR OTHER WATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS AHJ REQUIRED BACKFLOW PREVENTER. 2.EACH AHJ REQUIRED BACKFLOW PREVENTER ASSEMBLY IS REQUIRED TO BE TESTED BY AN APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM INTO SERVICE. 3.MATERIAL USED FOR THE DOMESTIC, FIRE, AND IRRIGATION WATER LINES MUST BE APPROVED BY BUILDING CODE. 4.DOMESTIC BACKFLOW PREVENTER LOCATED IN BUILDING. REFER TO MEP PLANS. 5.ABOVE GROUND HEATED BOX SHALL INCLUDE A TAMPER SWITCH WIRED BACK TO THE FIRE ALARM SYSTEM IN THE BUILDING. 6.BACKFLOW PREVENTER PERMIT REQUIRED FOR PROJECT. BACKFLOW PREVENTER INSTALLER MUST OBTAIN A BACKFLOW PREVENTER PERMIT PRIOR TO INSTALLATIONS. CONTACT >>"CONTACT"<< TO OBTAIN ADDITIONAL INFORMATION AND INSTALLATION REQUIREMENTS PRIOR TO INITIATING WORK. GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. ALL PIPES SHALL BE RCP CLASS III, UNLESS OTHERWISE NOTED. WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, A MINIMUM OF 1 WEEPHOLE PER STRUCTURE. WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1/3 OF STRUCTURE AND COVERED ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER FABRIC AND FILLED WITH #78 STONE. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK. 1.STORM DRAINAGE WITHIN THE PROJECT SHALL BE REINFORCED CONCRETE PIPE, AS SHOWN ON THE DRAINAGE CHART. 2.PIPE LENGTHS INDICATED ON THE PLANS ARE APPROXIMATE ONLY AND INCLUDE END SECTIONS. 3.SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. 4.UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A.NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME. B.EXCAVATED MATERIAL SHALL BE LACED ON THE UPHILL SIDE OF TRENCHES. C.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D.MATERIAL USED FOR BACK-FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E.RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL REGULATIONS. F.APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 5.ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENT AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. 6.ALL PIPES SHALL BE BEDDED PER MANUFACTURER'S RECOMMENDATIONS. NEW HANOVER COUNTY GENERAL UTILITY NOTES 1.ALL WATER AND SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE STANDARDS AND REQUIREMENTS OF THE NEW HANOVER COUNTY DEPARTMENT OF PUBLIC UTILITIES. THE COUNTY'S WATER AND SANITARY SEWER STANDARDS ARE INCORPORATED BY REFERENCE. 2.THE CONTRACTOR SHALL CONTACT THE HANOVER COUNTY DEPARTMENT OF PUBLIC UTILITIES INSPECTION DIVISION TO SCHEDULE A PRE-CONSTRUCTION CONFERENCE AT LEAST 48 HOURS PRIOR TO BEGINNING IWF CONSTRUCTION ACTIVITY ON WATER OR SEWER IMPROVEMENTS. 3.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR THE WORK. 4.A PERMIT FROM THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION IS REQUIRED FOR ALL WORK WITHIN A PUBLIC ROAD RIGHT-OF-WAY. WITHIN THE LIMITS OF THE TOWN OF ASHLAND THE TOWN ISSUES THIS PERMIT FOR ALL ROADS EXCEPT 1-95. 6.WATERLINES 12" AND SMALLER SHALL BE DUCTILE IRON PIPE MEETING THE REQUIREMENTS OF AWWA C151 THICKNESS CLASS 52 OR PVC PIPE MEETING THE REQUIREMENTS OF AWWA C900;CLASS 150. 7.METER BOX LIDS SHALL HAVE A 1-3/4" DIAMETER HOLE LOCATED IN ITS CENTER. THE HOLE SHALL EITHER BE CAST IN PLACE AT THE FOUNDRY OR AFTER CASTING BE RETROFITTED VIA A PLASMAARC TORCH. 8.THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE ROUTE OF THE PROPOSED WORK IS NOT NECESSARILY SHOWN ON THE PLANS, AND WHEN SHOWN, IS ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL EXISTING UNDERGROUND LINES, FACILITIES AND STRUCTURES AS REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY UNDERGROUND LINES, FACILITIES AND STRUCTURES DAMAGED BY HIS ACTIVITIES. 9.CONTRACTOR SHALL CALL CAPE FEAR PUBLIC UTILITY AUTHORITY AT (910)-322-6550 PRIOR TO THE START OF CONSTRUCTION. 10.NO STRUCTURES OR TREES SHALL BE PERMITTED IN UTILITY EASEMENTS. 11.FINAL ACCEPTANCE OF WORK BY THE NEW HANOVER COUNTY DEPARTMENT OF PUBLIC UTILITIES SHALL NOT BE MADE UNTIL ALL WORK SHOWN ON THE APPROVED PLANS IS COMPLETED. 12.TWO SETS OF PRINTS AND ONE ELECTRONIC COPY OF THE AS-BUILT DRAWINGS MUST BE SUBMITTED TO THE DEPARTMENT OF PUBLIC UTILITIES PRIOR TO TENTATIVE ACCEPTANCE OF THE WORK BY THE COUNTY. 13.WATER CONNECTIONS SHALL NOT BE BACKFILLED PRIOR TO APPROVAL BY THE NEW HANOVER COUNTY DEPARTMENT OF PUBLIC UTILITIES. 14.ALL WATERLINES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER. 15.TESTING NOTES:PRESSURE: LEAKAGE SHALL NOT EXCEED THE MAXIMUM ALLOWABLE LEAKAGE SPECIFIED IN AWWA C600. MINIMUM TEST PRESSURE SHALL BE 150 PSI.BACTERIOLOGICAL: TWO SAMPLES FOR BACTERIOLOGICAL SAMPLING SHALL BE COLLECTED AT LEAST 24 HOURS APART. IF CONTAMINATION IS INDICATED, THEN THE DISINFECTION PROCEDUREAND TESTING SHALL BE REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED. 16.THE CHLORINE IN HEAVILY CHLORINATED WATER FLUSHED FROM MAINS NEEDS TO BE NEUTRALIZED BEFORE DISCHARGE. CONTRACTORS MUST PROVIDE EQUIPMENT FOR NEUTRALIZING HEAVILY CHLORINATED WATER FLUSHED FROM MAINS DURING CONSTRUCTION PRIOR TO DISCHARGING THE WATER. 16A. RESTRAINED JOINT PIPE AND FITTINGS SHALL BE UTILIZED AT ALL WATER LINE STUB-OUTS AND DEAD ENDS FOR A MINIMUM OF 90 FT OR BACK TO THE FAR SIDE OF THE NEAREST VALVE, TEE, OR CROSS, WHICHEVER IS SHORTER, UNLESS ANOTHER DISTANCE IS SPECIFICALLY CALLED OUT ON THE PLANS. 16B. IT SHOULD BE ASSUMED THAT EVERY FITTING WILL BE REQUIRED TO HAVE RESTRAINED JOINTS UNLESS OTHERWISE NOTED ON THE PLANS. WHERE CONDITIONS ALLOW OR WARRANT, CONCRETETHRUST BLOCKING MAY BE USED AS A SUBSTITUTE FOR RESTRAINED JOINTS OR MAY BE REQUIRED IN ADDITION TO THE RESTRAINT SYSTEM AS DECIDED BY THE DPU INSPECTOR. 17.MONITORING MANHOLES SHALL BE INSTALLED ON ALL SEWER LATERALS WHERE NON-DOMESTIC OR STRONG WASTE WILL POTENTIALLY BE DISCHARGED TO THE PUBLIC SEWER SYSTEM. IF MONITORING MANHOLES ARE NOT PROVIDED WITH THE INITIAL CONSTRUCTION, THE DEPARTMENT OF PUBLIC UTILITIES MAY REQUIRE THAT THE OWNER ADD A MONITORING MANHOLE, AT THE OWNERS COST, SHOULD THE USE OF THE FACILITY CHANGE, SHOULD THE CHARACTERISTICS OF THE WASTE DISCHARGED BE CHANGED, SHOULD REGULATIONS CHANGE, OR SHOULD THE DEPARTMENT DETERMINE FOR IWF REASON WHAT SO EVER, IN ITS SOLE JUDGEMENT, THAT A MONITORING MANHOLE IS NECESSARY TO PROTECT THE CENTRAL SEWER SYSTEM OR TREATMENT FACILITIES. 18. SEWER LATERALS SHALL BE NO MORE THAN 8 FEET DEEP AT THE EASEMENT OR PROPERTY LINE UNLESS OTHERWISE SPECIFICALLY SHOWN DEEPER THAN 8 FEET ON THE APPROVED PLANS. 19. WHENEVER CONNECTING A SEWER LATERAL TO AN EXISTING MANHOLE, CORE DRILLING AND A FLEXIBLE PIPE-TO-MANHOLE CONNECTOR SHALL BE USED. THE CONNECTOR SHALL BE KOR-N-SEAL ASSEMBLY OR APPROVED EQUAL. THE CONNECTOR SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 20. WHENEVER CONNECTING A SEWER LATERAL TO AN EXISTING SEWER LINE, THE CONTRACTOR MUST USE A MECHANICAL HOLE CUTTER WHEN TAPPING THE EXISTING SEWER LINE AND AN APPROVED SADDLE OR INSERTA-TEE OR KOR-N-TEE SHALL BE USED. 21.THE CONTRACTOR SHALL SCHEDULE AND COORDINATE THE SHUT -OFF OF EXISTING WATER LINES AND ANY CORRESPONDING SERVICE INTERRUPTIONS WITH NEW HANOVER COUNTY DPU AND ALL AFFECTED CUSTOMERS AT LEAST 48 HOURS PRIOR TO THE SCHEDULED ACTIVITY. THE CONTRACTOR IS TO NOTIFY ALL AFFECTED CUSTOMERS IN WRITING. THE CONTRACTOR SHALL MAKE PROVISIONS TO PROVIDE REASONABLE ACCOMMODATIONS TO AFFECTED CUSTOMERS AND SHALL TAKE ALL NECESSARY STEPS TO MINIMIZE THE LENGTH OF THE SERVICE INTERRUPTION. IN CASES WHERE SPECIAL OPERATIONAL ISSUES ARISE AS A RESULT OF THE PROPOSED WORK, DPU RESERVES THE RIGHT TO DELAY OR POSTPONE THE WORK SO NOT TO JEOPARDIZE THE INTEGRITY OF ITS UTILITY SYSTEM OR SERVICE TO CUSTOMERS. 22. ALL SANITARY SEWERS CONSTRUCTED IN FILL SHALL BE OF DUCTILE IRON SEWER PIPE (CLASS 52 MINIMUM) WITH MANHOLES FOUNDED ON ORIGINAL GROUND UNLESS A LICENSED GEOTECHNICAL ENGINEER FURNISHES A WRITTEN CERTIFICATION THAT THE FILL HAS BEEN SUFFICIENTLY COMPACTED SO THAT SETTLEMENT OF THE SANITARY SEWER MAIN AND/OR MANHOLE WILL NOT OCCUR. 23. ALL WATER MAINS CONSTRUCTED IN FILL SHALL BE DUCTILE IRON PIPE WITH RESTRAINED JOINTS UNLESS A LICENSED GEOTECHNICAL ENGINEER FURNISHES A WRITTEN CERTIFICATION THAT THE FILL HAS BEEN SUFFICIENTLY COMPACTED SO THAT SETTLEMENT OF THE WATER MAIN WILL NOT OCCUR. 24. ALL SEWER SERVICE CONNECTIONS SHALL BE TERMINATED AT THE PROPERTY LINE W/ AN APPROVED WATER TIGHT PLUG AND MARKED WITH A 2" X 4" BOARD, PAINTED GREEN, INSTALLED PLUMB FROM BOTTOM OF 6~ PLUG TO 2 FEET ABOVE GROUND. CLEANOUT ASSEMBLY IS TO BE INSTALLED BY THE BUILDING PLUMBER PER SEW-11.25. VALVE BOXES NOT LOCATED IN PAVEMENT OR CONCRETE SHALL HAVE A 2 FOOT SQUARE BY 4" THICK CONCRETE PAD POURED AROUND THEM PER DETAIL WAT -5 AND SECTION 2.4.3.1.C.2.26. WATER METERS OR OTHER WATER UTILITY APPURTENANCES SHALL NOT BE LOCATED IN DRIVEWAYS, SIDEWALKS, OR OTHER PAVED AREAS IN SUBDIVISION OR TOWNHOUSE DEVELOPMENTS WITHOUT THE PRIOR APPROVAL OF THE DEPARTMENT OF PUBLIC UTILITIES. NEW HANOVER FIRE & RESCUE NOTES ACCESSIBILITY 1.ALL NEW STRUCTURES MUST COMPLY WITH APPENDIX J OF THE NC FIRE CODE, BUILDING INFORMATION SIGNS. AN EXAMPLE CAN BE PROVIDED UPON REQUEST. 2.FIRE APPARATUS ACCESS ROADS ARE REQUIRED AT TIME OF CONSTRUCTION. THEY ARE TO BE CAPABLE OF HANDLING THE WEIGHT OF FIRE APPARATUS AND BE PASSABLE IN ALL WEATHER CONDITIONS. FIRE APPARATUS ACCESS ROADS ARE TO BE A MINIMUM OF 20FEET WIDE (CHAPTER 5), UNLESS THERE ARE FIRE HYDRANTS INSTALLED ALONG THE ROADWAY THEN MINIMUM IS 26 FEET WIDE (APPENDIX D). THE FIRE CODE OFFICIAL MAY INCREASE THIS WIDTH AS NECESSARY BASED ON POTENTIAL FOR FIRE APPARATUS RESPONSE. FIRE APPARATUS ACCESS ROADS SHALL PROVIDE A CLEAR VERTICAL CLEARANCE OF 14 FEET INCLUDING TREES, CANOPIES, BRIDGES, ETC. (CHAPTER 5REQUIREMENT IS 13 FEET 6 INCHES, HOWEVER AHJ REQUIRES 14 FEET BASED ON LOCAL APPARATUS). 3.STREET AND ROAD SIGNS ARE REQUIRED, TEMPORARY SIGNS DURING CONSTRUCTION ARE ACCEPTABLE AS LONG AS THEY ARE LEGIBLE AND WEATHER RESISTANT (CHAPTER 5). 4.FIRE APPARATUS ACCESS ROADS THAT ACCESS COMMERCIAL BUILDINGS GREATER THAN30 FEET IN HEIGHT ARE TO BE A MINIMUM OF 26 FEET WIDE, BE CAPABLE OF HANDLING THE WEIGHT OF AERIAL FIRE APPARATUS (100,000 LBS.) AND BE PASSABLE IN ALL WEATHER CONDITIONS. 5.PARKING SHALL NOT BE ALLOWED ON EITHER SIDE OF THE ABOVE-MENTIONED ROADWAY. IF ROADSIDE PARKING IS DESIRED THE MINIMUM ROAD WIDTH SHALL BE INCREASED,CONTACT THE FIRE CODE OFFICIAL FOR FURTHER INFORMATION. NO PARKING SIGNS SHALL BE A MINIMUM OF 12 INCHES WIDE AND 18 INCHES TALL. COMMERCIAL BUILDINGS SHALL HAVE FIRE LANES MARKED (CHAPTER 5). 6.FIRE APPARATUS ACCESS ROADS SHALL PROVIDE ACCESS TO WITHIN 150 FEET OF EACH SIDE OF THE FIRST-FLOOR EXTERIOR WALLS UNLESS THE BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM THEN THE DISTANCE INCREASES TO 200 FEET (CHAPTER 5). IF THESE OPTIONS ARE NOT SELECTED, PLEASE CONTACT THE FIRE CODE OFFICIAL AND FIRE DEPARTMENT FOR GUIDANCE. 7.A SECONDARY FIRE APPARATUS ACCESS ROAD MAY BE REQUIRED BASED ON THE SIZE OF THE PROJECT 62,000 SQ FT, OR 3 STORIES OR 30FT IN HEIGHT) OR IF AN IMPAIRMENT OF A SINGLE FIRE APPARATUS ACCESS ROAD WOULD LIMIT ACCESS UNDER EMERGENCY CONDITIONS. SECONDARY ACCESS MAY ALSO BE REQUIRED TO FACILITATE EVACUATION DURING A NATURAL OR MAN-MADE DISASTER (CHAPTER 5 AND APPENDIX D). 8.TRAFFIC CALMING DEVICES ARE HIGHLY DISCOURAGED DUE TO THE DELAY IN RESPONSE. SPEED BUMPS/HUMPS ARE PROHIBITED. REQUESTS FOR OTHER TRAFFIC CALMING DEVICES MUST BE EVALUATED DURING THE TECHNICAL REVIEW (TRC). 9.FIRE LANES SHALL BE A MINIMUM OF 18 FEET WIDE AND 14 FEET VERTICAL CLEARANCE FEET INCLUDING TREES, CANOPIES, BRIDGES, ETC. AND MUST BE MARKED. KEY BOXES (KNOX BOXES) 1.REQUIRED IF STRUCTURE IS REQUIRED TO HAVE A FIRE ALARM SYSTEM OR AUTOMATIC SPRINKLER SYSTEM. 2.KNOX BOX REQUIRED AT/ADJACENT TO THE FRONT (MAIN) ENTRANCE, AT AN ELEVATION OF 5 FT, +/- 6 IN. A KNOX BOX(ES) IS(ARE) REQUIRED AT THE EXTERIOR ACCESS NEAREST THE FIRE SPRINKLER RISER(S). LARGER FACILITIES MAY REQUIRE ADDITIONAL KEY BOXES. ALL KEY BOX LOCATIONS MUST BE SHOWN ON THE BUILDING PLANS. ALL KEY BOXES ARE REQUIRED TO BE INSTALLED PRIOR TO FINAL INSPECTION. 3.THE CUSTOMER MAY ORDER ONLINE FROM KNOX. 4.PREMISES IDENTIFICATION IS REQUIRED. ADDRESS AND OR UNIT NUMBERS ARE REQUIRED ON THE STREET SIDE AS WELL AS UNIT IDENTIFICATION ON REAR ACCESS DOORS. LETTERS AND NUMBERS SHALL NOT BE LESS THAN 6 INCHES TALL AND ¾ INCHES WIDE; MUST BE WEATHER RESISTANT AND CONTRASTING IN COLOR TO THEIR BACKGROUND. (CHAPTER 5).BUILDINGS CONSTRUCTED UNDER THE 2018 CODE SHALL REQUIRE ADDITIONAL SIGNAGE PER APPENDIX J. 5.ROOMS CONTAINING CONTROLS FOR HVAC, FIRE SPRINKLER RISERS, FIRE ALARM CONTROL PANELS, OR OTHER FIRE DETECTION/PROTECTION EQUIPMENT MUST BE IDENTIFIED WITH SIGNAGE (CHAPTER 5). 6.GENERATOR AND SOLAR INSTALLATIONS SHALL BE IN ACCORDANCE WITH CHAPTER 6.2. WATER SUPPLY (CHAPTER 5 AND APPENDIX C) 7.IF A WATER SUPPLY IS REQUIRED FOR FIRE PROTECTION A FIRE HYDRANT SYSTEM OR OTHER MEANS APPROVED BY THE FIRE CODE OFFICIAL MUST BE PRESENT PRIOR TO BEGINNING CONSTRUCTION AND BE MAINTAINED OPERABLE DURING THE CONSTRUCTION PERIOD. (FOR CONSTRUCTION, FIRE DEPT. WATER SHUTTLE COUNTS AS LONG THERE IS A FILL SITE WITHIN RANGE). 8.AN ENGINEERED FIRE LOW CALCULATION INDICATING THE AVAILABLE FIRE FLOW SHALL BE SUBMITTED TO THE FIRE MARSHAL’S OFFICE DURING PLANS REVIEW. 9.IF AN APPROVED WATER SUPPLY CAPABLE OF SUPPLYING THE REQUIRED FIRE FLOW FOR FIRE PROTECTION IS AVAILABLE, FIRE HYDRANTS SHALL BE PROVIDED. 10.IF THE APPROVED WATER SUPPLY IS NOT CAPABLE OF SUPPLYING THE REQUIRED FIREFLOW FOR FIRE PROTECTION A PRIVATE SYSTEM SHALL BE ENGINEERED TO MEET THE REQUIRED FIRE FLOW FOR BOTH AUTOMATIC SPRINKLER SYSTEMS AND FIRE HYDRANTS. FIRE HYDRANTS 1.ALL FIRE HYDRANTS SHALL HAVE A 5 ¼ INCH BARREL, A 5 ¼ INCH VALVE OPENING, TWO2 ½ INCH NST SIDE DISCHARGES AND A 5-INCH PUMPER NOZZLE WITH A 5-INCH STORZ CONNECTION. FURTHER INFORMATION ON THE TECHNICAL SPECIFICATIONS IS AVAILABLE FROM THE FIRE CODE OFFICIAL OR CAPE FEAR PUBLIC UTILITY AUTHORITY. 2.ALL FIRE HYDRANTS SHALL BE INSTALLED SO THEY ARE VISIBLE FROM THE FIRE APPARATUS ACCESS ROAD WITH UNOBSTRUCTED ACCESS AND A CLEAR SPACE NO LESS THAN 36 INCHES IN ALL DIRECTIONS. THEY SHALL BE PROTECTED FROM VEHICLE IMPACT BY CURBING, GUARD POSTS OR OTHER MEANS APPROVED BY THE FIRE CODE OFFICIAL. THEY SHALL BE ORIENTED WITH THE LARGE DISCHARGE FACING THE NEAREST STREET. ALL DISCHARGES SHALL MEET THE NFPA REQUIREMENTS FOR DISTANCE ABOVE GRADE. 3.FIRE HYDRANTS IN GENERAL RESIDENTIAL AREAS SHALL BE INSTALLED SO THAT ALL INSURED PROPERTIES ARE WITHIN 500 FEET OF A HYDRANT (HYDRANT SPACING APPROXIMATELY 1000 FEET APART ALONG A FIRE APPARATUS ACCESS ROAD,INSTALLED AT INTERSECTIONS WHERE POSSIBLE). THE FIRST FIRE HYDRANT SHOULD BE INSTALLED AT OR NEAR THE ENTRANCE TO THE RESIDENTIAL AREA. 4.FIRE HYDRANTS IN MIXED USE AND COMMERCIAL AREAS SHALL BE INSTALLED SO THAT ALL INSURED PROPERTIES ARE WITHIN 250 FEET OF A HYDRANT (HYDRANT SPACING APPROXIMATELY 500 FEET APART ALONG FIRE APPARATUS ACCESS ROADS AND PREFERABLY LOCATED AT INTERSECTIONS WHEN POSSIBLE). 5.ADDITIONAL FIRE HYDRANTS MAY BE REQUIRED BY THE FIRE CODE OFFICIAL BASED ON THE TYPE OF HAZARD OR USE OF THE PROTECTED STRUCTURE. (APPENDIX C) 6.FIRE HYDRANTS SHOULD BE LOCATED 50 FEET OR MORE FROM THE STRUCTURE THEY PROTECT. FIRE DEPARTMENT CONNECTIONS (FDC) 1.FIRE DEPARTMENT CONNECTIONS SHALL UTILIZE 5-INCH STORZ CONNECTIONS WITH A 30 DEGREE DOWN ANGLE. REMOTE FDC’S ARE DISCOURAGED. 2.A FIRE HYDRANT SHALL BE LOCATED NO LESS THAN 50 FEET FROM THE STRUCTURE AND NO GREATER THAN 100 FEET FROM THE FIRE DEPARTMENT CONNECTION. FOR BUILDINGS WITH MULTIPLE FIRE DEPARTMENT CONNECTIONS, EACH ONE SHALL HAVE A DEDICATED FIRE HYDRANT. 3.THE FIRE DEPARTMENT CONNECTION SHALL BE LOCATED SO THAT THE FIRE APPARATUS AND THE HOSES CONNECTING IT TO THE FIRE HYDRANT AND TO THE FIRE DEPARTMENT CONNECTION DO NOT OBSTRUCT ACCESS TO THE BUILDINGS FOR OTHER FIRE APPARATUS. 4.FIRE DEPARTMENT CONNECTIONS SHALL NOT BE OBSTRUCTED BY FENCES, BUSHES,DUMPSTERS, UTILITIES OR VEHICLES. 5.FIRE DEPARTMENT CONNECTIONS ARE TO BE UNOBSTRUCTED WITH 36 INCHES CLEARANCE TO BOTH SIDES AND 78 INCHES VERTICALLY. 6.AN AUDIBLE/VISUAL DEVICE INDICATING WATER FLOW OR FIRE ALARM ACTIVATION SHALL BE LOCATED ABOVE THE FIRE DEPARTMENT CONNECTION. 7.THE FIRE DEPARTMENT CONNECTION SHALL BE LABELED WITH CODE COMPLIANT SIGNAGE INDICATING THE TYPE OF CONNECTION AND WHERE MORE THAN ONE FIRE DEPARTMENT CONNECTION EXISTS ADDITIONAL SIGNAGE IS REQUIRED TO INDICATE THE AREA PROTECTED. 3. DEMOLITION 1.ALL DEMOLITION WORK MUST COMPLY WITH CHAPTER 33. This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C0 0 3 - U T I L I T Y N O T E S Ja n u a r y 0 2 , 2 0 2 5 0 3 : 5 5 : 2 0 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 0 0 2 - G E N E R A L N O T E S . d w g UT I L I T Y N O T E S C003 01 / 0 2 / 2 0 2 5 AM R JD H AM R 0 IS S U E D F O R P E R M I T KH A Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D GRADING NOTES GENERAL SWPPP NOTES EROSION CONTROL NOTESGENERAL SWPPP NOTES 1.PRIOR TO CONSTRUCTION THE CONTRACTOR MUST CLEARLY DELINEATE AND MARK OFF AREAS IDENTIFIED IN THE SWPPP OR IN THE FIELD, TO BE PROTECTED (SUCH AS STREAMS/WETLANDS, NATURAL BUFFERS, TREE, HABITATS OF ENDANGERED/THREATENED SPECIES, HISTORIC PROPERTIES, ETC.) 2.BMPS PROPOSED FOR SITE DEVELOPMENT HAVE BEEN DESIGNED TO ADDRESS CONSTRUCTION STORMWATER RUNOFF. IN THE EVENT THE BMPS BECOME INEFFECTIVE AT PREVENTING SEDIMENT FROM LEAVING THE SITE, IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT ADDITIONAL BMPS.THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN BMPS AS DESCRIBED IN THE GENERAL PERMIT . ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE COUNTY OR NCDEQ. 3.CONTRACTOR SHALL FIELD LOCATE WASTE, BARROW, AND EQUIPMENT STORAGE. LOCATIONS SHALL BE DENOTED BY THE CONTRACTOR ON THE SITE MAPS. 4.IT IS THE CONTRACTORS RESPONSIBILITY TO PERFORM REQUIRED MAINTENANCE OF ALL EROSION CONTROL AND SEDIMENT CONTROL DEVICES TO ENSURE THEIR FUNCTIONALITY AT ALL TIMES. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RE-SEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 5.STABILIZATION MEASURES SUCH AS DAMS, DIKES AND DIVERSIONS SHALL BE APPLIED TO ALL EROSION CONTROL MEASURES IMMEDIATELY AFTER INSTALLATION. 6.ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS WHEN THE BASIN IS 50% FULL. 7.ACCUMULATED SEDIMENT IN SEDIMENT TRAPS AND DIVERSION DITCHES SHALL BE CLEANED OUT WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATED 20% FILLED. GRAVEL SHALL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. 8.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES 6 INCHES DEEP AT THE FENCE. THE FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A SUFFICIENT BARRIER. 9.ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED ONTO ADJACENT ROADWAYS BY VEHICLES EXITING THE SITE SHALL BE CLEANED OR REMOVED IMMEDIATELY. 10.CONTRACTORS SHALL PREVENT ANY SILTATION FROM ENTERING THE STORM SEWER SYSTEM. ALL INLETS AND INLET OPENINGS SHALL BE FULLY ENCIRCLED WITH APPROPRIATE INLET PROTECTION DEVICES. 11.CONSTRUCTION ENTRANCE SHALL BE LOCATED SO AS TO PROVIDE THE LEAST AMOUNT OF DISTURBANCE TO THE FLOW OF TRAFFIC IN AND OUT OF THE SITE. ADDITIONALLY THE CONSTRUCTION ENTRANCE SHALL BE LOCATED TO COINCIDE WITH THE PHASING OF CONSTRUCTION. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED AREA. TWO TO THREE INCH STONE SHALL BE USED FOR THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, SEE EROSION CONTROL DETAIL SHEET. 12.ACCUMULATIONS OF TRACKED AND DEPOSITED SEDIMENT MUST BE REMOVED FROM OFF-SITE PAVED SURFACES WITHIN 24 HOURS OR SOONER IF REQUIRED. SEDIMENT TRACKING MUST BE MINIMIZED BY THE APPROPRIATE MANAGEMENT PRACTICE, LIKE A DEDICATED SITE EXIT WITH AN AGGREGATE SURFACE OR DESIGNATED OFFSITE PARKING AREA. CONTRACTOR IS RESPONSIBLE FOR STREET SWEEPING AND/OR SCRAPING IF YOUR PRACTICES ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED FROM THE SITE. MUD ON THE PUBLIC ROADWAYS MUST BE CLEANED IMMEDIATELY. 13.WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL APPLICATION. 14.CONTRACTOR SHALL PROVIDE INLET PROTECTION FOR ANY AFFECTED INLETS DOWNSTREAM OF THE PROPOSED IMPROVEMENTS, IF NEEDED. 15.THE CONTRACTOR SHALL LOCATE STAGING AREAS TO LIMIT THE EXPOSURE OF CONSTRUCTION MATERIALS TO STORMWATER APPURTENANCES. 16.WEEKLY INSPECTIONS OF BMPS ARE REQUIRED AND INSPECTIONS ARE REQUIRED WITHIN 24 HOURS AFTER EVERY RAIN EVENT OF 0.5 INCHES WITHIN A 24 HOUR PERIOD. REFER TO THE SWPPP AND GENERAL PERMIT DOCUMENTS FOR INSPECTION/RECORD KEEPING REQUIREMENTS. 17.CONTRACTOR SHALL PLACE EROSION CONTROL BLANKET (NORTH AMERICAN GREEN SC150 OR APPROVED EQUAL) ON ALL SITE AREAS WITH SLOPES GREATER THAN 2:1, AND IN THE BOTTOM AND SIDE SLOPES OF ALL SWALES. 18.PRIOR TO FINAL ACCEPTANCE, HAUL ROADS AND WATERWAY CROSSINGS CONSTRUCTED FOR TEMPORARY CONTRACTOR ACCESS MUST BE REMOVED, ACCUMULATED SEDIMENT REMOVED FROM THE WATERWAY AND THE AREA RESTORED TO THE ORIGINAL GRADE AND REVEGETATED. ALL LAND CLEARING SHALL BE DISPOSED OF IN APPROVED SPOIL DISPOSAL SITES. 19.CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED. PERMANENT STABILIZATION SHALL BE ESTABLISHED AS DEFINED BY THE GENERAL PERMIT PRIOR TO FINAL ACCEPTANCE. 20.ALL CONTROL DEVICES THAT FUNCTION SIMILARLY TO SILT FENCE OR FIBER ROLLS MUST BE REPAIRED, REPLACED OR SUPPLEMENTED WITH EFFECTIVE CONTROLS WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES ONE-THIRD THE HEIGHT OF THE DEVICE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF THE RAINFALL EVENT OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 21.ALL SEDIMENT DELTAS AND DEPOSITS MUST BE REMOVED FROM SURFACE WATERS, DRAINAGE WAYS, CATCH BASINS AND OTHER DRAINAGE SYSTEMS. ALL AREAS WHERE SEDIMENT REMOVAL RESULTED IN EXPOSED SOIL MUST BE RESTABILIZED. THE REMOVAL AND STABILIZATION MUST TAKE PLACE IMMEDIATELY, BUT NO MORE THAN 7 DAYS AFTER THE RAINFALL EVENT UNLESS PRECLUDED BY LEGAL, REGULATORY OR PHYSICAL ACCESS CONSTRAINTS. ALL REASONABLE EFFORTS MUST BE USED TO OBTAIN ACCESS. ONCE ACCESS IS OBTAINED, REMOVAL AND STABILIZATION MUST TAKE PLACE IMMEDIATELY, BUT NO MORE THAN 7 DAYS LATER. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL APPROPRIATE AUTHORITIES AND RECEIVING THE APPLICABLE PERMITS PRIOR TO CONDUCTING ANY WORK. 22.PUMPING SEDIMENT LADEN WATER INTO ANY STORMWATER FACILITY THAT IS NOT DESIGNATED TO BE A SEDIMENT TRAP, DRAINAGEWAY, OR OFFSITE AREA EITHER DIRECTLY OR INDIRECTLY WITHOUT FILTRATION IS PROHIBITED. 23.SOIL STOCKPILES SHALL NOT BE LOCATED IN A DRAINAGEWAY, STOCKPILES . FLOOD PLAIN AREA OR A DESIGNATED BUFFER. ALL STOCKPILES SHALL BE IMMEDIATELY STABILIZED AS REQUIRED BY THE GENERAL PERMIT 24.ALL TEMPORARY STORMWATER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED.TRAPPED SEDIMENT AND OTHER DISTURBED SOILS RESULTING FROM TEMPORARY MEASURES SHALL BE PROPERLY DISPOSED OF PRIOR TO PERMANENT STABILIZATION. 25.DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET. WATER REMOVED FROM TRAPS, BASINS, AND OTHER WATER HOLDING DEPRESSIONS OR EXCAVATIONS MUST FIRST PASS THROUGH A SEDIMENT CONTROL AND/OR FILTRATION DEVICE. WHEN DEWATERING DEVICES ARE USED, DISCHARGE LOCATIONS SHALL BE PROTECTED FROM EROSION. 26.ALL DRAINAGE SWALES MUST BE GRADED AND RIP-RAP MUST BE REPLACED AS REQUIRED TO CONTROL EROSION. RIP-RAP WILL CONSIST OF 50 - 125 POUND STONES PLACED AT ALL HEADWALLS, AND WHERE NOTED ON CONSTRUCTION DRAWINGS. SEE DETAIL SHEET FOR OUTFALL PIPE SIZE CHART. 27.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED FOR ADDITIONAL CONTRACTOR LAYDOWN AREA. CONTRACTOR TO COORDINATE WITH ENGINEER DURING CONSTRUCTION. THE LIMITS OF DISTURBANCE SHOULD CONTAIN ANY ADDITIONAL LAYDOWN AREAS. IF ADDITIONAL LAYDOWN AREA IS NEEDED OUT SIDE THE LIMITS OF DISTURBANCE, A REVISED EROSION CONTROL PLAN SHOULD BE REVIEWED AND PERMITTED. 28.NO PARKING SHALL BE LOCATED OUTSIDE THE LIMITS OF DISTURBANCE. 29.NO CONSTRUCTION LAYDOWN OR STAGING SHALL BE LOCATED OUTSIDE THE LIMITS OF DISTURBANCE. 30.CONTRACTOR TO ENSURE THAT SEDIMENT LADEN RUNOFF DOES NOT LEAVE SITE LIMITS OR ENTER PROTECTED AREAS. ANY SEDIMENT DEPOSITED BEYOND DISTURBED AREA WITHIN SITE LIMITS SHALL BE REMOVED. 1.CONTRACTOR SHALL REVIEW THE GENERAL PERMIT PRIOR TO COMMENCING CONSTRUCTION ACTIVITY. IN NORTH CAROLINA THE APPROVED EROSION CONTROL PLAN AND THE NCG01 CONSTRUCTION GENERAL PERMIT ARE CONSIDERED THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED PLANS AND GENERAL PERMIT ONSITE AT ALL TIMES. 2.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF NORTH CAROLINA LAW AND IS SUBJECT TO A FINE. 3.UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK. 4.THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) EROSION AND SEDIMENT CONTROL REGULATIONS, 5.ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT. 6.SELF INSPECTIONS SHALL BE PERFORMED AS REQUIRED BY THE GENERAL PERMIT AND AS DESCRIBED ON THESE EROSION AND SEDIMENT CONTROL PLANS. 7.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE. 8.CONSTRUCTION ENTRANCE SHALL BE LOCATED SO AS TO PROVIDE THE LEAST AMOUNT OF DISTURBANCE TO THE FLOW OF TRAFFIC IN AND OUT OF THE SITE. ADDITIONALLY, CONSTRUCTION ENTRANCE SHALL BE LOCATED TO COINCIDE WITH THE PHASING OF THE PAVEMENT REPLACEMENT. 9.POST CONSTRUCTION STORM WATER POLLUTION CONTROL MEASURES INCLUDE STABILIZATION BY PERMANENT PAVING, DRAINAGE SYSTEM STRUCTURE, OR LANDSCAPING. 10.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 11.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 12.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. 13.THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDEQ EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. 14.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. CONTACT PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL MEASURES ARE INSTALLED PRIOR TO OFF-SITE GRADING. 15.ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS DEFINED BY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPA NATIONAL RESPONSE CENTER (1-800-424-8802) AND THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES (1-800-858-0368).THE STATE REPORTABLE QUANTITY FOR PETROLEUM PRODUCTS IS: 25 GALLONS MINIMUM OR IF IT CAUSES A SHEEN ON NEARBY SURFACE WATER OR IF IT IS 100 FEET OR LESS FROM A SURFACE BODY OF WATER. NC GENERAL STATUTES - CHAPTER 143 ARTICLE 21A 16.THE CONTRACTOR SHALL MAINTAIN JURISDICTIONALLY REQUIRED BUFFERS OF UNDISTURBED NATURAL VEGETATION BETWEEN THE DISTURBED PORTIONS OF THE SITE AND SURFACES WATERS AT ALL TIMES. BUFFERS SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE JURISDICTION. 17.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO THE APPROPRIATE GOVERNING ENTITY FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT. DEMOLITION NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 2.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND LAWFUL DISPOSAL OF ALL STRUCTURES, PAVING, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL AS NECESSARY. 3.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ALL EXISTING FACILITIES AND OUTLOTS AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE SERVICE PROVIDERS AND COORDINATION THROUGH THE PROPERTY OWNER(S). 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. THE ITEMS SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. 6.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. 7.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS REQUIRED BY THE GOVERNING AGENCY. 8.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING BUSINESSES AND PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING IMPROVEMENTS AND CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL COORDINATE WITH THE OWNER(S)/ LEASEE(S) PRIOR TO ANY CONSTRUCTION TO ESTABLISH CUSTOMER ACCESS AND TRAFFIC FLOW DURING ALL PHASES. 9.SHOULD CONSTRUCTION ACTIVITIES DAMAGE EXISTING FEATURES, THE CONTRACTOR SHALL REPLACE THE FEATURES WITH NEW MATERIALS. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 10.CONTRACTOR MAY LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS NECESSARY AND AS SHOWN ON THESE PLANS. IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR. 11.DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 1.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER THE GEOTECHNICAL ENGINEERS SPECIFICATIONS. FILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 5.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR APPROPRIATE SLOPE STABILIZATION ON ALL SLOPES STEEPER THAN 3:1. 6.THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCK IS ENCOUNTERED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL BLASTING AND SAFETY REQUIREMENTS 7.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 8.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. 9.ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK PROVIDED BY THE SURVEYOR, AND THIS MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. . 10.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 11.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE DESIGN(S) TO INSTALL SAID ITEMS. 12.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING AND MOISTURE CONDITIONING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS. 13.ALL EARTHWORK SHALL CONFORM TO THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE PERMITS. 2.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY AND STATE REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 3.ALL PUBLIC FACILITIES ARE TO BE CONSTRUCTED AS SPECIFIED BY CITY/COUNTY STANDARDS. 4.NO WORK WITHIN NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) RIGHT OF WAY SHALL TAKE PLACE WITHOUT ALL PERMITS. 5.EXISTING FEATURES WITHIN THE CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY EXCEPT AS OTHERWISE NOTED. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. AREAS TO BE DISTURBED SHALL BE IMPROVED PER THE CIVIL PLANS OR RESTORED TO THEIR ORIGINAL OR BETTER CONDITION. CONTRACTOR SHALL REPAIR ANY EXISTING FEATURES THAT ARE DAMAGED DURING CONSTRUCTION TO THE EXISTING OR BETTER CONDITION. 7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY R.B. PHARR & ASSOCIATES, P.A. ALL INFORMATION IS TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 8.THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, IN ACCORDANCE WITH THE STANDARDS OF NCDOT AND NEW HANOVER COUNTY. 9.THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. 10.THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. 11.THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN A UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. 12.ALL WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. STABILIZATION REQUIREMENTS 1) SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE: i) ALL PERIMETER DIKES, SWALES, DITCHES, AND SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. ii) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. 2) CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY: i) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE. ii) ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN 4:1. SLOPES LESS THAN 50' SHALL APPLY GROUNDCOVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3:1, THE 7 DAY-REQUIREMENT APPLIES. iii) ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT BUT SHALL REQUIRE STABILIZATION WITHIN 14 CALENDAR DAYS. iv) SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS STEEPER THAN 2:1 BUT SHALL REQUIRE STABILIZATION WITHIN 14 CALENDAR DAYS. v) ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL STABILIZATION, MAY BE ALLOWED ON A CASE-BY-CASE BASIS. vi) FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION-DEFINED "HIGH QUALITY WATER ZONE" (I5A NCAC 04A. 0105) , STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT. vii) PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT EXISTING UTILITY AND/OR LIGHT POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE CONTRACTOR. CONSTRUCTION SEQUENCE ONCE THE TRAILER, PARKING, LAYDOWN, WHEEL WASH, CONCRETE WASHOUT, MASON'S AREA, FUEL AND MATERIAL STORAGE MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, PAVEMENT PULVERIZATION, ETC. ARE IN PLACE, CONTRACTOR SHALL DENOTE THE LOCATIONS ON THE PLAN. IN ADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE PLANS. ALL CONTRACTORS FOR WAWA PROJECT SHOULD WORK IN CONJUCTION WITH ENABLING CONTRACTORS. ALL EROSION CONTROL MEASURES SHOULD BE MAINTAINED APPROPRIATELY DURING ANY PERIODS OF OVERLAP WITH ENABLING CONSTRUCTION. PHASE I (BY LAND LORD) 1.OBTAIN ALL NECESSARY PERMITS AND HOST A PRECONSTRUCTION MEETING WITH THE COUNTY INSPECTOR(S), NCDEQ, AND PROJECT TEAM. 2.MAINTAIN CONSTRUCTION ENTRANCE AND CONCRETE WASHOUTS INSTALLED DURING THE ENABLING PROJECT. INSTALL ADDITIONAL CONSTRUCTION ENTRANCE FOR THE USE OF WAWA SITE DEVELOPMENT ONLY AS SHOWN ON THE DESIGN PLANS. 3.STAKE/FLAG THE LIMITS OF DISTURBANCE (LOD). THE LOD IS TO REMAIN CONSPICUOUSLY MARKED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. 4.CLEAR ONLY THE MINIMUM AREA NECESSARY TO INSTALL THE PERIMETER CONTROL SILT FENCE, SILT FENCE OUTLETS, AND TREE PROTECTION AS SHOWN ON THE SITE MAP. 5.MARK TREES TO BE REMOVED AND PROTECTED. PROTECTED TREES SHALL REMAIN THROUGHOUT CONSTRUCTION ACTIVITY. 6.UTILIZE EXISTING SEDIMENT TRAP AND MAINTAIN POSITIVE SITE DRAINAGE FOR CONSTRUCTION ACTIVITY, PROVIDE MAINTENANCE TO EXISTING SEDIMENT TRAP AS NEEDED. 7.INSTALL RIP-RAP, TEMPORARY SEEDING, AND MATTING WHERE APPLICABLE ONCE THE SEDIMENT TRAP CONSTRUCTION IS IN USE. MAINTAIN BMP VEGETATION UNTIL THE SITE STABILIZATION IS COMPLETE. 8.ROUGH GRADE THE SITE. 9.INSTALL STABILIZATION FOR ALL AREAS TO REMAIN DENUDED FOR A PERIOD OF 21 DAYS OR LONGER. THIS SHALL BE INITIATED WITHIN TWENTY-FOUR (24) HOURS AFTER CONSTRUCTION ACTIVITY CEASES IN THESE AREA. TEMPORARY SEEDING STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS OF INITIATION. 10.CONTRACTOR TO INSTALL OFFSITE WATER LINE, SANITARY SEWER, AND ALL STORM SEWER (PER LEASE AGREEMENT). 12.ONCE STORM STRUCTURE INLETS ARE SET, INSTALL INLET PROTECTION IMMEDIATELY. INCLUDE ADDITIONAL STONE FILTER RING AND COIR WATTLE AS NEEDED. 13.PREPARE BUILDING PAD. 14.PROMPTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 15.PLACE TOPSOIL ON ALL LANDSCAPED AREAS. SOD OR MULCH ALL DENUDED AREAS OUTSIDE OF THE LEASE AREA. PHASE II (BY WAWA) 1.RESTORE EXISTING CONSTRUCTION ENTRANCES AS NEEDED. WAWA'S CONTRACTOR TO INSTALL ONSITE WATER LINE, SANITARY SEWER, AND OTHER UNDERGROUND UTILITIES EXCLUDING STORM SEWER. 2.PREPARE THE SITE FOR PAVING AND INSTALL ALL CURB AND GUTTER AS SOON AS POSSIBLE TO MINIMIZE STORMWATER RUNOFF. 3.MAINTAIN INLET PROTECTION THROUGHOUT THE SITE VERTICAL CONSTRUCTION PHASE. 4.ONCE CURB AND GUTTER IS INSTALLED AND PAVEMENT IS PLACED, THE CONTRACTOR MAY REMOVE THE SEDIMENT TRAP INSTALLED IN PHASE I. 5.PLACE TOPSOIL ON ALL LANDSCAPED AREAS. SOD OR MULCH ALL DENUDED AREAS WITHIN THE LEASE AREA. 6.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES IN ACCORDANCE WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL ONCE FINAL INSPECTION HAS BEEN COMPLETED. This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. R O D R I G UEZE NG I N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C2 0 1 E S C P N O T E S Ja n u a r y 0 2 , 2 0 2 5 0 3 : 5 5 : 2 7 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 2 0 1 - E S C P N O T E S . d w g ER O S I O N C O N T R O L GE N E R A L N O T E S C004 01 / 0 2 / 2 0 2 5 AM R JD H AM R Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D KHA PROJECT 016439005 FO R R E F E R E N C E O N L Y EXISTING CONDITIONS PLAN C101 01/02/2025 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C1 0 1 - E X S T C O N D P L A N Ja n u a r y 0 2 , 2 0 2 5 0 3 : 5 6 : 3 4 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 1 0 1 - E X S T C O N D P L A N . d w g Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D CONTRACTOR SHALL TAKE EXTREME CARE WHEN WORKING AROUND EXISTING UTILITIES. CONTRACTOR SHALL REPAIR ANY DAMAGED FEATURES/UTILITIES TO THAT OF EXISTING OR BETTER CONDITION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO ANY DAMAGED ROADWAYS, CURB AND GUTTER, ASPHALT, ETC. CONTRACTOR SHALL COMPLETELY REMOVE ALL FEATURES WITHIN THE LIMITS OF CONSTRUCTION / OVERALL PROJECT BOUNDARY IN ORDER TO CONSTRUCT PROPOSED IMPROVEMENTS AS SHOWN IN THESE PLANS. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEC AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CEC AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. TREE PROTECTION NOTES 1.THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, IN ADDITION TO THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE CONTRACTOR IS ALSO REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE. 2.WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER AND IMMEDIATELY COVER ALL ROOT CUT SURFACES LARGER THAN TWO INCHES IN DIAMETER WITH TREE WOUND DRESSING. USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK. 3.NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION. 4.NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED. SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WITH GRASS ONLY IN DISTURBED/GRADED AREAS. 5.TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, CLEARING, GRADING OR CONSTRUCTION BEGINS AND IS NOT TO BE REMOVED UNTIL AFTER CONSTRUCTION. NOTE TO CONTRACTOR ALERT TO CONTRACTOR DISTURBED AREA TOTAL - ± 3.65 - ACRE PROTECTED ITEMS LEGEND FIBER OPTIC LINE/STRUCTURE TO BE PROTECTED IN PLACE GAS LINE/STRUCTURE TO BE PROTECTED IN PLACE POWER LINE/STRUCTURE TO BE PROTECTED IN PLACE TREE TO REMAIN PROTECTED IN PLACE STORM STRUCTURE/PIPE TO BE PROTECTED IN PLACE SANITARY SEWER STRUCTURE/PIPE TO BE PROTECTED IN PLACE LIGHT STRUCTURE TO BE PROTECTED IN PLACE POWER LINE/STRUCTURE TO BE RELOCATED. CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDER PRIOR TO DEMOLITION. AA BB CC DD EE FF GG HH DEMOLITION LEGEND COMMERCIAL PROJECT AREA EXISTING PROPERTY LINE PROPOSED PROPERTY LINE SILT FENCE TO BE REMOVED TREE PROTECTION FENCE EXISTING LIGHT POLE TO BE REMOVED A B C D E F LOD CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CAUTION!! X X X X X X X X X X Market Street Point of Beginning LOD LOD LOD LO D LO D LO D LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D L O D LO D LOD LO D LO D LO D LO D LO D L O D LO D LOD LO D L O D LO D LODLODLODLOD LO D LOD LODLODLOD LODLODLODLODLOD LOD LOD LO D LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLOD X X X X X X X XXXX X X X X XXXXXXXXXXX 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 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 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 X X X X X DD B TYP. A TYP. A TYP. D BEGIN D D D END D END D BEGIN D BEGIN D END A TYP. B AA BB BB BBAA CC CC EE FF E F CC CC EE GG HH HH C TYP. This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C1 0 5 - D E M O A R E A Ja n u a r y 0 2 , 2 0 2 5 0 3 : 5 6 : 4 9 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 1 0 5 - D E M O . d w g N O R T H Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C1 0 5 - D E M O A R E A Ja n u a r y 0 2 , 2 0 2 5 0 3 : 5 6 : 4 9 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 1 0 5 - D E M O . d w g 01 / 0 2 / 2 0 2 5 AM R JD H AM R C105 DE M O L I T I O N PL A N Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D INSPECTOR NOTES TO CONTRACTOR BETH WETHERILL NEW HANOVER COUNTY EROSION CONTROL SPECIALIST (910) 798-7432 SOIL TYPES LEGEND: DO - Dorovan soils Kr - Kureb sand, 1 to 8 percent slopes Se - Seagate fine sand 1.REFER TO SHEET C004 FOR EROSION CONTROL NOTES AND SEQUENCE. 2.SMITH CREEK WATERSHED IS THE RECEIVING WATER BODY OF STORMWATER DISCHARGE FROM THIS SITE. 3.ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. 4.STOCKPILES SHOULD NOT BE LOCATED WITHIN 50 FEET OF ANY STORM DRAIN, BASIN, OR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE. 5.EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF INSPECTION REPORTS ARE REQUIRED. A SAMPLE SELF-INSPECTION REPORT, AS WELL AS DETAILS OF THE SELF-INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE. OUTFALLS OUTFALL 1: DRAINS TO MASTER STORMWATER POND DISTURBED AREA TOTAL - ± 3.65 - ACRE LIMITS OF DISTURBANCELOD PROPOSED ESCP LEGEND MAJOR CONTOUR MINOR CONTOUR EXISITNG MAJOR CONTOUR EXISITNG MINOR CONTOUR LIMITS OF DRAINAGE AREA BUILDING FOOTRINT XX XX XX XxX SOIL TYPE > DITCH/SWALE FLOWLINE SF TEMPORARY SILT FENCE. SEE DETAIL SOIL TYPE BOUNDARY PERMANENT STORM PIPE CONSTRUCTION ENTRANCE. SEE DETAIL INLET PROTECTION. SEE DETAIL STONE FILTER RING. SEE DETAIL CONCRETE WASHOUT STATION PERMANENT SEEDING/STABILIZATION TEMPORARY SEEDING/STABILIZATIONTS PS E.C. BLANKET/SLOPE STABILIZATION (UNLESS OTHERWISE SPECIFIED)NAG DS250 OR EQUAL ECB WS SFR IP CE SF SW LOD 0.00%SLOPE ARROW / FLOW ARROWSA XX SFSF DOUBLE SILT FENCE DSF CRITICAL ROOT ZONECRZ SB SHEET C902 SHEET C902 SHEET C902 SHEET C902 SEE DETAIL SHEET C903 SEE DETAIL SHEET C902 SEE DETAIL SHEET C902 SEE DETAIL SHEET C902 SWPPP INFORMATION SIGN. SEE DETAILSISSHEET C902 SILT FENCE ROCK OUTLET. SEE DETAILSFOSHEET C903 BF 40 41 42 43 44 45 40 41424344 45 4 4 45 46 46 45 40414243 44 45 46 46 45 44 44 45 46 45 4 6 45 44 Market Street Point of Beginning LOD LOD LOD LO D LO D LO D LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D L O D LO D LOD LO D LO D LO D LO D LO D L O D LO D LOD LO D L O D LO D LODLODLODLOD LO D LOD LODLODLOD LODLODLODLODLOD LOD LOD LO D LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLOD SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF S F SF SF SF SF SF SF SF SF S F SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF PF PF PF DO Se Le Le Kr Kr Le Se DO 34 . 7 4 % 18 . 0 2 % 5. 2 5 % 48.04% 15 . 0 7 % 3 . 0 7 % DSF BEGIN DSF END CEWS SIS LOD TYP. SILT FENCE OFFSET 2' FROM LOD FOR CLARITY (TYP.) EXISTING SILT FENCE TO REMAIN DSF END DSF BEGIN DSF BEGIN DSF END SF END SF BEGIN SF DSF SFR CONSTRUCTION ACCESS TO BE INSTALLED ALONG MARKET STREET SFO SB SB SB CRZ BF SF SFO 0 . 4 4 % 0. 1 8 % 0 . 0 0 % 0 . 0 0 % 0.16% 0. 1 9 % 0.55 % 0. 1 9 % 36.49 % 29 . 0 5 % This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C2 0 2 - E S C P P H 1 A R E A Ja n u a r y 0 2 , 2 0 2 5 0 3 : 5 7 : 0 3 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 2 0 2 - E S C P P H 1 . d w g Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C2 0 2 - E S C P P H 1 A R E A Ja n u a r y 0 2 , 2 0 2 5 0 3 : 5 7 : 0 3 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 2 0 2 - E S C P P H 1 . d w g N O R T H Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C2 0 2 - E S C P P H 1 A R E A Ja n u a r y 0 2 , 2 0 2 5 0 3 : 5 7 : 0 3 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 2 0 2 - E S C P P H 1 . d w g 01 / 0 2 / 2 0 2 5 AM R JD H AM R ER O S I O N C O N T R O L PL A N - P H A S E 1 C201 Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D INSPECTOR NOTES TO CONTRACTOR BETH WETHERILL NEW HANOVER COUNTY EROSION CONTROL SPECIALIST (910) 798-7432 SOIL TYPES LEGEND: DO - Dorovan soils Kr - Kureb sand, 1 to 8 percent slopes Se - Seagate fine sand 1.REFER TO SHEET C004 FOR EROSION CONTROL NOTES AND SEQUENCE. 2.SMITH CREEK WATERSHED IS THE RECEIVING WATER BODY OF STORMWATER DISCHARGE FROM THIS SITE. 3.ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. 4.STOCKPILES SHOULD NOT BE LOCATED WITHIN 50 FEET OF ANY STORM DRAIN, BASIN, OR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE. 5.EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF INSPECTION REPORTS ARE REQUIRED. A SAMPLE SELF-INSPECTION REPORT, AS WELL AS DETAILS OF THE SELF-INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE. OUTFALLS OUTFALL 1: DRAINS TO MASTER STORMWATER POND DISTURBED AREA TOTAL - ± 3.65 - ACRE LIMITS OF DISTURBANCELOD PROPOSED ESCP LEGEND MAJOR CONTOUR MINOR CONTOUR EXISITNG MAJOR CONTOUR EXISITNG MINOR CONTOUR LIMITS OF DRAINAGE AREA BUILDING FOOTRINT XX XX XX XxX SOIL TYPE > DITCH/SWALE FLOWLINE SF TEMPORARY SILT FENCE. SEE DETAIL SOIL TYPE BOUNDARY PERMANENT STORM PIPE CONSTRUCTION ENTRANCE. SEE DETAIL INLET PROTECTION. SEE DETAIL STONE FILTER RING. SEE DETAIL CONCRETE WASHOUT STATION PERMANENT SEEDING/STABILIZATION TEMPORARY SEEDING/STABILIZATIONTS PS E.C. BLANKET/SLOPE STABILIZATION (UNLESS OTHERWISE SPECIFIED)NAG DS250 OR EQUAL ECB WS SFR IP CE SF SW LOD 0.00%SLOPE ARROW / FLOW ARROWSA XX SFSF DOUBLE SILT FENCE DSF CRITICAL ROOT ZONECRZ SB SHEET C902 SHEET C902 SHEET C902 SHEET C902 SEE DETAIL SHEET C903 SEE DETAIL SHEET C902 SEE DETAIL SHEET C902 SEE DETAIL SHEET C902 SWPPP INFORMATION SIGN. SEE DETAILSISSHEET C902 SILT FENCE ROCK OUTLET. SEE DETAILSFOSHEET C903 BF 45 45 46 45 40 40 45 403 9 4 0 45 4 0 45 4 5 45 47 45 45 45424344 45 47 47 45 46 44 42 42 46 43 42 444342 46 LOD LOD LOD LO D LO D LO D LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D L O D LO D LOD LO D LO D LO D LO D LO D L O D LO D LOD LO D L O D LO D LODLODLODLOD LO D LOD LODLODLOD LODLODLODLODLOD LOD LOD LO D LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLOD G G G G G GGG G G G G G G G G GGGG UE UE UE UE UE UE UE UE UE WWWWWWWWWWW W W W S S S S S S 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS SS SS SS SS SS M 2'' W 2''W 2''W 2''W 2''W 2''W 2''W 2'' W W W W W W W W W M 39 45 DO Se Le Le Kr Kr Le Se DO Market Street Point of Beginning ^ ^ ^ ^ ^ ^ ^ S CO CO COCO CO CO 42 PF PF PF BSL BSL BSL BSL BSL U63 6,372 GSF M IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP PS PS PSPS PS PS ECB ECB ECBECB SFR LOD TYP. PS PS ECB SB SB IP IP CRZ IP IP PS PS PS PS PS PS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C2 0 3 - E S C P P H 2 A R E A Ja n u a r y 0 2 , 2 0 2 5 0 3 : 5 7 : 2 6 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 2 0 3 - E S C P P H 2 . d w g N O R T H Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C2 0 3 - E S C P P H 2 A R E A Ja n u a r y 0 2 , 2 0 2 5 0 3 : 5 7 : 2 6 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 2 0 3 - E S C P P H 2 . d w g 01 / 0 2 / 2 0 2 5 AM R JD H AM R C202 ER O S I O N C O N T R O L PL A N - P H A S E 2 Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D WAWA SITE DATA TABLE COMMERCIAL 1.94 - ACRES LAND USE TOTAL SITE AREA DEVELOPMENT DATA: R04400-001-006-000TAX PARCEL ID ZONING DATA: CURRENT: B-2ZONING DISTRICT: PROPOSED: B-2 37200439001FEMA FLOOD PANEL PAGES CREEKWATERSHED: MAX. HEIGHT:GREATER OF 3 STORIES OR 50' BUILDING SETBACK: FRONT YARD 25' PARKING PARKING PROVIDED:41 STANDARD PARKING:39 2ADA PARKING / VAN: PARKING REQUIRED:16 (2.5 PER 1,000 SF) STANDARD PARKING:14 1ADA PARKING / VAN: LANDSCAPE BUFFERS: FRONT YARD 12.5' SIDE YARD 10' PROPOSED PROPERTY LEGEND BSL A/E A/E Ex-ROW PROPOSED BUILDING SETBACK PROPOSED ACCESS EASEMENT PROPOSED LANDSCAPE BUFFER EXISTING RIGHT-OF-WAY LSB UTILITY EASEMENTUE BSL BSL BSL BSL BSL U63 6,372 GSF LSB LSB LSB LSB LSB LS B LS B LS B LS B LS B LS B LSBLSBLSBLSB LS B LS B LS B LS B LS B M UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUE UE UE UE UE UE U E UE S CO CO COCO CO CO ^ ^ ^ ^ ^ ^ ^ Market Street Point of Beginning R5' R25' R10'R5' R20' R25' R40' R10' R20' R5' R5' R25' R38' 10' 24' 66' 130' 10 ' TY P . 2' 5' 20 ' TY P . 20 ' TY P . 10' TYP. 28' 28' 20' TYP. 35 ' 10' TYP. 28' 28 ' 10 ' 8' 6'24' 5' 10' 12 . 5 ' 10' 10 '35' 10 ' TY P . 10 ' TY P . 20' TYP. 18' TYP. 28' 12'12'12' 25 ' 15' 35 ' 5' 8' 46' 10 10 5 8 8 P3 P1 P2 P1 P1 P3 P1 P1 P2 P2 P1 P1 P2 P4 P3 P4 R25' R15' P5 P5 P5 P5 P5 12' 12' 1 2 ' 12 ' SITE DATA TABLE CONT. 0 AC. (0 SF) 2.46 AC. (107,015 SF) EXISTING IMPERVIOUS AREA PROPOSED IMPERVIOUS AREA BUILT-UPON AREA DATA: 2.46 AC. (107,015 SF)ADDITIONAL IMPERVIOUS AREA This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 N O R T H 01 / 0 2 / 2 0 2 5 AM R JD H AM R SI T E P L A N C301 1.ALL CURB RADII ARE 3.0' UNLESS OTHERWISE NOTED. 2.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3.LOADING ZONE STRIPING SHALL BE PAINTED 4" SINGLE YELLOW SOLID LINE AT 2'-0" O.C. 45° TO THE DRIVE AISLE. 4.TWO COATS YELLOW TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT SHALL BE USED FOR ACCESSIBLE PARKING AREA (18" LETTERS, 2" PAINT STROKE). 5.PROPOSED CONCRETE PADS TO HAVE 2 FT X 2 FT CHAMFERED CORNERS. 6.ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON PAVEMENT STRIPING UNLESS OTHERWISE NOTED. 7.TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAWCUT AND REMOVED FOR A DISTANCE OF 2'-0" FROM THE FACE OF CURB AND 2'-0" FROM THE EDGE OF CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. 8.REFER TO SHEETS C906 - C908 FOR WAWA STANDARD DETAILS. SEE SHEETS C902 - C905 FOR CONSTRUCTION DETAILS. 9.FOR BUILDING AND FUEL CANOPY INFORMATION, SEE ARCHITECTURE PLANS. WAWA ASPHALT PAVEMENT (SEE SHEETC906) STANDARD DUTY CONCRETE PAVEMENT (SEE SHEETC906) HEAVY DUTY CONCRETE PAVEMENT (SEE SHEETC906) CONCRETE SIDEWALK (SEE SHEETC906) HEAVY DUTY ASPHALT PAVEMENT (SEE SHEETC906) 2' CURB & GUTTER MOUNTABLE CURB AND GUTTER W/STAMPED CONCRETE 6" CURB PROPERTY LINE P1 P2 P3 P4 SITE LEGEND SITE NOTES P5 1.FUEL SALES IN ALL DISTRICTS WHERE ALLOWED SHALL COMPLY WITH THE FOLLOWING STANDARDS: A.THE PREMISES SHALL NOT BE USED FOR THE SALE OF VEHICLES. B.FUEL PUMP CANOPIES SHALL MEET THE SETBACKS OF THE UNDERLYING ZONING DISTRICT, AS MEASURED FROM THE OUTER EDGE OF ANY SUPPORTIVE STRUCTURE PHYSICALLY CONNECTED TO A FUEL PUMP AND THE GROUND ALONG A STRAIGHT LINE TO THE NEAREST POINT OF THE PROPERTY LINE. C.SETBACK DISTANCES FROM STREET RIGHTS-OF-WAY MAY BE REDUCED BY ONE-HALF. FUEL SALE STANDARDS Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D Horiz. Scale:1"=30' | Vert. Scale: 1"=3' PRIVATE ROAD PROFILE 30 35 40 45 50 55 30 35 40 45 50 55 1+00 46 . 4 2+00 46 . 4 3+00 46 . 5 4+00 46 . 4 5+00 46 . 4 6+00 46 . 3 DE P T H : 3 . 1 7 ' DE P T H : 3 . 2 3 ' 38 LF OF 15" RCP @ 1.00% 15 " R C P C R O S S I N G IN V : 4 1 . 8 1 ± CR O W N : 4 3 . 2 4 ± ST A : 1 + 1 3 . 2 3 27 LF OF 15" RCP @ 1.00% 15 " R C P C R O S S I N G IN V : 4 2 . 1 1 ± CR O W N : 4 3 . 5 5 ± ST A : 2 + 3 7 . 8 1 31 LF OF 15" RCP @ 1.00% 15 " R C P C R O S S I N G IN V : 4 2 . 2 7 ± CR O W N : 4 3 . 7 1 ± ST A : 4 + 8 8 . 0 6 27 LF OF 15" RCP @ 1.00% 15 " R C P C R O S S I N G IN V : 4 2 . 3 6 ± CR O W N : 4 3 . 8 0 ± ST A : 3 + 9 7 . 3 9 DE P T H : 3 . 2 6 ' S3 - M H ST A : 1 + 2 8 RI M : 4 6 . 4 9 ' IN V I N : 3 9 . 1 8 ' IN V O U T : 3 8 . 9 8 ' S2 - M H ST A : 2 + 7 2 RI M : 4 6 . 7 9 ' IN V I N : 3 8 . 1 1 ' IN V O U T : 3 7 . 9 1 ' S1 - M H ST A : 4 + 7 8 RI M : 4 6 . 9 1 ' IN V I N : 3 6 . 6 8 ' IN V I N : 3 6 . 6 0 ' IN V O U T : 3 6 . 4 8 ' EX . M H 1 - M H ST A : 5 + 9 7 RI M : 4 6 . 4 0 ' IN V I N : 3 5 . 8 8 ' IN V O U T : 3 4 . 1 7 ' 8'' PVC OG D E N R O A D ( P R I V A T E ) MA T C H L I N E S T A . 6 + 5 0 EL : 4 7 . 9 3 PI : 5 + 8 1 . 9 9 EL : 4 7 . 0 4 PI : 3 + 5 9 . 6 0 EL : 4 6 . 9 2 PC : 4 + 6 8 . 5 1 EL : 4 6 . 6 7 PT : 2 + 1 1 . 8 0 EL : 4 7 . 3 5 PT : 5 + 0 4 . 8 2 EL : 4 6 . 4 5 Mid : 1 + 0 5 . 9 0 EL:46.92 Mid: 4+86.67 DE P T H : 3 . 2 1 ' Horiz. Scale:1"=30' | Vert. Scale: 1"=3' PRIVATE ROAD PROFILE 30 35 40 45 50 55 30 35 40 45 50 55 1+00 46 . 4 2+00 46 . 4 3+00 46 . 5 4+00 46 . 4 5+00 46 . 4 6+00 46 . 3 DE P T H : 3 . 1 7 ' DE P T H : 3 . 2 3 ' 38 LF OF 15" RCP @ 1.00% 15 " R C P C R O S S I N G IN V : 4 1 . 8 1 ± CR O W N : 4 3 . 2 4 ± ST A : 1 + 1 3 . 2 3 27 LF OF 15" RCP @ 1.00% 15 " R C P C R O S S I N G IN V : 4 2 . 1 1 ± CR O W N : 4 3 . 5 5 ± ST A : 2 + 3 7 . 8 1 31 LF OF 15" RCP @ 1.00% 15 " R C P C R O S S I N G IN V : 4 2 . 2 7 ± CR O W N : 4 3 . 7 1 ± ST A : 4 + 8 8 . 0 6 27 LF OF 15" RCP @ 1.00% 15 " R C P C R O S S I N G IN V : 4 2 . 3 6 ± CR O W N : 4 3 . 8 0 ± ST A : 3 + 9 7 . 3 9 DE P T H : 3 . 2 6 ' S3 - M H ST A : 1 + 2 8 RI M : 4 6 . 4 9 ' IN V I N : 3 9 . 1 8 ' IN V O U T : 3 8 . 9 8 ' S2 - M H ST A : 2 + 7 2 RI M : 4 6 . 7 9 ' IN V I N : 3 8 . 1 1 ' IN V O U T : 3 7 . 9 1 ' S1 - M H ST A : 4 + 7 8 RI M : 4 6 . 9 1 ' IN V I N : 3 6 . 6 8 ' IN V I N : 3 6 . 6 0 ' IN V O U T : 3 6 . 4 8 ' EX . M H 1 - M H ST A : 5 + 9 7 RI M : 4 6 . 4 0 ' IN V I N : 3 5 . 8 8 ' IN V O U T : 3 4 . 1 7 ' 8'' PVC OG D E N R O A D ( P R I V A T E ) MA T C H L I N E S T A . 6 + 5 0 EL : 4 7 . 9 3 PI : 5 + 8 1 . 9 9 EL : 4 7 . 0 4 PI : 3 + 5 9 . 6 0 EL : 4 6 . 9 2 PC : 4 + 6 8 . 5 1 EL : 4 6 . 6 7 PT : 2 + 1 1 . 8 0 EL : 4 7 . 3 5 PT : 5 + 0 4 . 8 2 EL : 4 6 . 4 5 Mid : 1 + 0 5 . 9 0 EL:46.92 Mid: 4+86.67 DE P T H : 3 . 2 1 ' S COCO 0+ 0 0 1+00 2+00 3+00 4+00 5+00 6 + 0 0 7 + 0 0 CO 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 4''S S 8''SS 8''SS COCO D WWWWWWWWWWW W W W MATCH EXIST. PVMT. BEGIN FG STA:0+09.10' OFF:0.00' 0+ 0 0 1+00 2+00 3+00 4+00 5+00 6 + 0 0 7 + 0 0 CO 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 4''S S 8''SS 8''SS COCO D WWWWWWWWWWW W W W MATCH EXIST. PVMT. BEGIN FG STA:0+09.10' OFF:0.00' ^ ^ ^ ^ ^ ^ ^ UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUE UE UE UE UE UE U E UE MATCH LIN E STA.: 6+50 G G GGGG UE WWWWWWWWWWW W W W S S S S S S 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS SS SS SS M 2'' W 2''W 2''W 2''W 2''W 2''W 2''W 2'' W W W W W W W W W M 44 4 0 45 4 5 44 46 45 PROPOSED PROPERTY LEGEND PROPOSED BOUNDARY PROPOSED LOT BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED BUILDING SETBACK PROPOSED EASEMENT PROPOSED SANITARY SEWER ESMT. PROPOSED DRAINAGE EASEMENT PROPOSED UTILITY EASEMENT PROPOSED LANDSCAPE BUFFER PROPOSED LIMITS OF DISTURBANCE BEARING DIST. BEARING DIST. ROW BSL SSE SDE UE LSB LOD LOD EXISTING BOUNDARYBEARING DIST. EXISTING RIGHT-OF-WAYEx-ROW This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. R O D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ro d r i g u e z , A l e x M . S h e e t S e t : Wa w a - O d g e n L a y o u t : C7 0 1 P R I V A T E R O A D P L A N & P R O F I L E Ja n u a r y 0 8 , 2 0 2 5 0 7 : 1 6 : 4 9 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 7 0 1 - R O A D P L A N . d w g PR I V A T E R O A D P L A N & P R O F I L E C302 01 / 0 2 / 2 0 2 5 AM R JD H AM R ROADWAY PLAN (PRIVATE) STA. 0+00 - 6+50 SCALE: 1" = 30' 3' VE R T . S C A L E : 1 " = 3 ' 1' 2' 0 0 HORIZ. SCALE: 1"=30' 30'15' N O R T H 30 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Horiz. Scale:1"=30' | Vert. Scale: 1"=3' PRIVATE ROAD PROFILE 35 40 45 50 55 35 40 45 50 55 DE P T H : 3 . 6 6 ' DE P T H : 3 . 3 5 ' DE P T H : 2 . 6 1 ' 6+50 46 . 4 7+00 46 . 4 8+00 46 . 3 9+00 45 . 2 10+00 39 LF OF 15" RCP @ 1.01% 15 " R C P C R O S S I N G IN V : 4 2 . 1 8 ± CR O W N : 4 3 . 6 1 ± ST A : 6 + 8 9 . 6 8 67 LF OF 15" RCP @ 0.96% 15 " R C P C R O S S I N G IN V : 4 1 . 8 0 ± CR O W N : 4 3 . 2 3 ± ST A : 7 + 9 7 . 5 5 72 LF OF 15" CLASS 4 RCP @ 1.00% 15 " C L A S S 4 R C P C R O S S I N G IN V : 4 2 . 4 6 ± CR O W N : 4 3 . 9 0 ± ST A : 8 + 8 3 . 3 5 OG D E N R O A D ( P R I V A T E ) MA T C H L I N E S T A . 6 + 5 0 EL : 4 5 . 6 5 EP : 9 + 7 1 . 2 4 EL : 4 6 . 2 7 PI : 9 + 5 0 EL : 4 7 . 2 6 PC : 6 + 8 2 . 0 7 EL : 4 6 . 5 3 PT : 7 + 5 7 . 6 9 EL : 4 7 . 1 2 Mi d : 7 + 1 9 . 8 8 Horiz. Scale:1"=30' | Vert. Scale: 1"=3' PRIVATE ROAD PROFILE 35 40 45 50 55 35 40 45 50 55 DE P T H : 3 . 6 6 ' DE P T H : 3 . 3 5 ' DE P T H : 2 . 6 1 ' 6+50 46 . 4 7+00 46 . 4 8+00 46 . 3 9+00 45 . 2 10+00 39 LF OF 15" RCP @ 1.01% 15 " R C P C R O S S I N G IN V : 4 2 . 1 8 ± CR O W N : 4 3 . 6 1 ± ST A : 6 + 8 9 . 6 8 67 LF OF 15" RCP @ 0.96% 15 " R C P C R O S S I N G IN V : 4 1 . 8 0 ± CR O W N : 4 3 . 2 3 ± ST A : 7 + 9 7 . 5 5 72 LF OF 15" CLASS 4 RCP @ 1.00% 15 " C L A S S 4 R C P C R O S S I N G IN V : 4 2 . 4 6 ± CR O W N : 4 3 . 9 0 ± ST A : 8 + 8 3 . 3 5 OG D E N R O A D ( P R I V A T E ) MA T C H L I N E S T A . 6 + 5 0 EL : 4 5 . 6 5 EP : 9 + 7 1 . 2 4 EL : 4 6 . 2 7 PI : 9 + 5 0 EL : 4 7 . 2 6 PC : 6 + 8 2 . 0 7 EL : 4 6 . 5 3 PT : 7 + 5 7 . 6 9 EL : 4 7 . 1 2 Mi d : 7 + 1 9 . 8 8 CO CO CO 5 + 0 0 6+00 7+00 8+00 9+00 9+71 CO 8' ' S S 8'' S S 8'' S S 4'' S S 8' ' S S 8 ' ' S S 8' ' S S 8' ' S S CO CO CO W W W 5 + 0 0 6+00 7+00 8+00 9+00 9+71 CO 8' ' S S 8'' S S 8'' S S 4'' S S 8' ' S S 8 ' ' S S 8' ' S S 8' ' S S CO CO CO W W W Ma r k e t S t r e e t P o i n t o f B e g i n n i n g ^^^^^ ^ ^ BS L BS L U6 3 6, 3 7 2 G S F M UE UEUE UE UE UE UE UE UE UE UE UE UE UE UE UE MA T C H L I N E ST A . : 6 + 5 0 W W W S S S 8' ' S S 8'' S S 8'' S S SS SS S S SS SS M 2'' W 2' ' W 2'' W 2'' W 2'' W 2''W W W W WM 44 40 45 45 4546 46 454344 44 46 45 45 45 4 1 45 44 46 45 41 42 43 44 45 PROPOSED PROPERTY LEGEND PROPOSED BOUNDARY PROPOSED LOT BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED BUILDING SETBACK PROPOSED EASEMENT PROPOSED SANITARY SEWER ESMT. PROPOSED DRAINAGE EASEMENT PROPOSED UTILITY EASEMENT PROPOSED LANDSCAPE BUFFER PROPOSED LIMITS OF DISTURBANCE BEARING DIST. BEARING DIST. ROW BSL SSE SDE UE LSB LOD LOD EXISTING BOUNDARYBEARING DIST. EXISTING RIGHT-OF-WAYEx-ROW This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ro d r i g u e z , A l e x M . S h e e t S e t : Wa w a - O d g e n L a y o u t : C7 0 2 P R I V A T E R O A D P L A N & P R O F I L E Ja n u a r y 0 8 , 2 0 2 5 0 7 : 1 6 : 5 6 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 7 0 1 - R O A D P L A N . d w g PR I V A T E R O A D P L A N & P R O F I L E C303 01 / 0 2 / 2 0 2 5 AM R JD H AM R ROADWAY PLAN (PRIVATE) STA. 6+50 - END SCALE: 1" = 30' 3' VE R T . S C A L E : 1 " = 3 ' 1' 2' 0 0 HORIZ. SCALE: 1"=30' 30'15' N O R T H NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 PROPOSED PROPERTY LEGEND BSL A/E A/E Ex-ROW PROPOSED BUILDING SETBACK PROPOSED ACCESS EASEMENT PROPOSED LANDSCAPE BUFFER EXISTING RIGHT-OF-WAY LSB UTILITY EASEMENTUE BSL BSL BSL BSL BSL U63 6,372 GSF LSB LSB LSB LSB LSB LS B LS B LS B LS B LS B LS B LSBLSBLSBLSB LS B LS B LS B LS B LS B M UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUE UE UE UE UE UE U E UE 15' CO CO COCO CO CO ^ ^ ^ ^ ^ ^ ^ UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE Market Street UE UE Point of Beginning 15' 30' 30' This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 N O R T H 01 / 0 2 / 2 0 2 5 AM R JD H AM R EA S E M E N T PL A N C304 Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D CL TYPICAL SECTION STA. 2+20 - 4+57 PR O P R O W EXISTING GROUND 3:1 MA X 3:1 M A X PR O P R O W GRADE POINT 2% 3:1 M A X 3:1 MA X 2%2%2% EXISTING GROUND CL TYPICAL SECTION STA. 8+92 - 9+23 PR O P R O W 3:1 MA X 3:1 M A X GRADE POINT 3:1 M A X 3:1 MA X 2% EXISTING GROUND 2% This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ro d r i g u e z , A l e x M . S h e e t S e t : Wa w a - O d g e n L a y o u t : C7 0 4 T Y P I C A L S E C T I O N S Ja n u a r y 0 8 , 2 0 2 5 0 7 : 1 8 : 4 2 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 7 0 5 - R O A D X S E C . d w g TY P I C A L SE C T I O N S C305 01 / 0 2 / 2 0 2 5 AM R JD H AM R PAVEMENT SCHEDULE (PAVEMENT DESIGN PROVIDED BY NCDOT) / PER GEOTECH REPORT EXISTING PAVEMENT 1.5" MILLING OF EXISTING PAVEMENT 2'-6" CONCRETE CURB AND GUTTER PROP. 4" CONCRETE SIDEWALK - 2.00% MAX. CROSS SLOPE PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. WEDGING DETAIL FOR RESURFACING ( DETAIL ) PROP APPROX. 3.0" OF ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN TWO LAYERS. PROP. APPROX. 4.0" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE I19.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE TYPE I19.0C, AT AN AVERAGE RATE OF 114 LBS PER SQ YD PER 1" DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 2 1/2" OR GREATER THAN 4" IN DEPTH. PROP. APPROX. 6.0" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT AN AVERAGE RATE OF 627 LB PER SQ. YARD. PROP. APPROX. 5.0" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT AN AVERAGE RATE OF 456 LB PER SQ. YARD. COMPACTED EARTH MATERIAL NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 BSL BSL BSL BSL BSL U63 6,372 GSF LSB LSB LSB LSB LSB LS B LS B LS B LS B LS B LS B LSBLSBLSBLSB LS B LS B LS B LS B LS B M UE UE UE UE UE UE UEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUE ^ ^ ^ ^ ^ ^ ^ BSL BSL BSL BSL BSL U63 6,372 GSF LSB LSB LSB LSB LSB LS B LS B LS B LS B LS B LS B LSBLSBLSBLSB LS B LS B LS B LS B LS B M UE UE UE UE UE UE UEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUE ^ ^ ^ ^ ^ ^ ^ This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C3 0 3 T R U C K T U R N P L A N Ja n u a r y 0 2 , 2 0 2 5 0 3 : 5 9 : 3 0 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 7 5 0 - T U R N M O V E . d w g TR U C K T U R N PL A N C306 01 / 0 2 / 2 0 2 5 AM R JD H AM R N O R T H Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D BSL BSL BSL BSL BSL U63 6,372 GSF LSB LSB LSB LSB LSB LS B LS B LS B LS B LS B LS B LSBLSBLSBLSB LS B LS B LS B LS B LS B M UE UE UE UE UE UE UEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUE ^ ^ ^ ^ ^ ^ ^ This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C3 0 4 R E F U S E T R U C K T U R N P L A N Ja n u a r y 0 2 , 2 0 2 5 0 3 : 5 9 : 3 6 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 7 5 0 - T U R N M O V E . d w g RE F U S E T R U C K TU R N P L A N C307 01 / 0 2 / 2 0 2 5 AM R JD H AM R N O R T H Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D PROPOSED TOPOGRAPHIC LEGEND PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR GRADE BREAK (GB)GB HIGH POINT (GB)HP HP LOW POINT (GB)LP LP MATCH EXISTING (ME)ME ME EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR LIMITS OF DISTURBANCELOD 450 451 450 451 PROPOSED FINISHED GRADE TP:TOP OF PAVEMENT TC:TOP OF CURB ME:MATCH EXISTING HP:HIGHT POINT FFE:FINISHED FLOOR ELEV. 107.89 PROP. SLOPE GRADE PROP. RUN:RISE 2.00% 4:1 STORM WATER EASEMENTS ·THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED. ·POST-CONSTRUCTION CONTROL MAINTENANCE EASEMENT (PCCE) WILL ALLOW THE CITY THE ACCESS TO INSPECT, MONITOR, MAINTAIN, REPAIR OR RECONSTRUCT THE BMP FACILITIES. ALERT TO CONTRACTOR: CONFIRM WITH GEOTECH REPORT ALERT TO CONTRACTOR: RETAINING WALLS THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. RETAINING WALLS SHOWN SHALL BE DESIGNED AND BUILT BY THE CONTRACTOR. WALL DESIGNERS SHALL PROVIDE SIGNED AND SEALED SHOP DRAWING FOR ALL RETAINING WALLS. WALLS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. SIGNED AND SEALED CALCULATIONS FOR RETAINING WALLS SHALL BE PROVIDED BY THE WALL DESIGNER. THE ANALYSIS SHALL INCLUDE INTERNAL, EXTERNAL, GLOBAL STABILITY, AND BEARING CAPACITY CALCULATIONS. THE WALL DESIGNER SHALL BE RESPONSIBLE FOR SELECTING AND SPECIFYING THE APPROPRIATE REINFORCING FILL MATERIALS, GEOGRID, AND OTHER WALL APPURTENANCES. THE DESIGN SHALL ADDRESS HYDROSTATIC LOADING, SEISMIC LOADING, RAPID DRAWDOWN, SURCHARGE, AND BACKSLOPES WHERE APPROPRIATE. RETAINING WALL ENVELOPES ARE SHOWN FOR REFERENCE ONLY AND REFLECT FINISHED GRADE AT TOP AND BOTTOM OF WALL. TC TP 0.5' 0.0833'5.56% TYPICAL CURB SECTION.NOT TO SCALE SEE STANDARD DETAIL ON SHEET C903 SPOT GRADE SCHEMATIC CATCH BASIN (CURB INLET) 6" ASSUMES 6" HT. FROM TOP OF HOOD TO FLOW LINE. CONTRACTOR SHALL HOLD TOP OF HOOD ELEV. AND INSTALL PER STRUCTURE STANDARD DETAIL. ST:100-CB RIM:ELEV. S CO CO COCO CO CO 40 45 4 0 40 45 43 41 42 44 393 9 45 43 40 45 4 4 4 3 4 2 4 1 45 46 46 47 45 46 46 46 46 4443 42 BSL BSL BSL BSL BSL U63 6,372 GSF LSB LSB LSB LSB LSB LS B LS B LS B LS B LS B LS B LSBLSBLSBLSB LS B LS B LS B LS B LS B M UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUE UE UE UE UE UE U E UE ^ ^ ^ ^ ^ ^ ^ G G G G G GGG G G G G G G G G GGGG UE UE UE UE UE UE UE UE UE WWWWWWWWWWW W W W S S S S S S 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS SS SS SS SS SS M 2'' W 2''W 2''W 2''W 2''W 2''W 2''W 2'' W M Market Street Point of Beginning HP LP LP LP LP HP HP HP HP HP HP HP 46.40 1. 4 3 % 1. 2 2 % 1. 3 2 % 1.11 % 0. 7 3 % 1.06% 0.95 % 1.29% 1.09 % 1.50% 1. 3 8 % 1.2 3 % 1.1 6 % 0. 8 1 % 0.56%1.67% 1. 3 2 % 1.2 3 % 1. 3 5 % 1. 2 7 % 0. 9 9 % 1. 6 0 % 0.44% TC:46.58 TP:46.08 TC:46.52 TP:46.02 TC:46.35 TP:45.85 TC:46.05 TP:45.55 TC:45.86 TP:45.36 TC:45.92 TP:45.42 TC:45.89 TP:45.39 TC:45.80 TP:45.30 TC:45.55 TP:45.05 TC:45.73 TP:45.23 TC:45.93 TP:45.43 TC:46.12 TP:45.62 TC:46.20 TP:45.70 TC:46.23 TP:45.73 TC:46.07 TP:45.57 TC:45.99 TP:45.49 TC:45.68 TP:45.18 TC:45.77 TP:45.27 TC:45.94 TP:45.44 TC:46.11 TP:45.61 TC:46.28 TP:45.78 TC:46.30 TP:45.80 TC:46.37 TP:45.87 TC:46.54 TP:46.04 TC:46.34 TP:45.84 TC:46.01 TP:45.51 TC:45.98 TP:45.48 TC:45.92 TP:45.42 TC:45.82 TP:45.32 TC:45.72 TP:45.22 TC:46.63 TP:46.13TC:46.40 TP:45.90 TC:46.86 TP:46.36 TC:46.91 TP:46.41 TC:46.75 TP:46.25 TC:46.58 TP:46.08 TC:46.44 TP:45.94 TC:46.14 TP:45.64 TC:46.40 TP:45.90 TC:46.55 TP:46.05 TC:46.76 TP:46.26 TC:46.78 TP:46.28 TC:46.54 TP:46.04 TC:46.59 TP:46.09 TC:46.70 TP:46.20 TC:46.55 TP:46.05 TC:46.41 TP:45.91 TC:46.49 TP:45.99 TC:46.45 TP:45.95 TC:46.58 TP:46.08 TC:46.70 TP:46.20 TC:46.63 TP:46.13 TC:46.44 TP:45.94 45.99 TC:46.50 TP:46.00 TC:46.58 TP:46.08 45.54 45.55 45.82 46.10 46.13 46.13 46.1046.28 46.28 45.82 45.55 45.5445.70HP:45.8645.69 46.01 46.07 46.10 46.11 46.04 46.09 45.97 46.02 46.11 45.9746.00 46.31 45.69 45.81 45.99 46.11 46.28 46.16 45.98 45.86 45.86 45.98 46.16 46.28 46.11 45.99 45.81 45.69 TC:46.25 TP:45.75 TC:46.55 TP:46.05 TC:46.72 TP:46.22 TC:46.42 TP:45.92 TC:46.42 TP:45.92 TC:46.72 TP:46.22 TC:46.55 TP:46.05 TC:46.25 TP:45.75 TC:46.39 TP:45.89 46.18 46.38 HP:46.22 46.42 46.15 46.17 FFE=46.50 FFE:46.50 FFE:46.50 FFE:46.50 FFE:46.50FFE:46.50 FFE:46.50 FFE:46.50 46.32 46.41 46.32 46.40 TC:46.39 TP:45.89 46.08 1. 0 0 % 0.50% 0.50% 1. 0 0 % 0.50% 0.17% 1.57% 0.07% 0. 5 0 % 1. 0 6 % 1.80% 0. 9 1 % 1. 0 2 % 0.98% 1.3 0 % 1. 5 3 % 1.4 4 % 1.53 % 0. 5 7 % 0.76 % 1.05% 0.56%0. 5 2 % HP:46.08 HP:45.94 HP:46.39 HP:46.07 HP:46.17 HP:46.29 0. 8 5 % FFE:46.50 FFE:46.50 45.57 0.01% 1. 2 4 % 0.43% 1 . 1 2 % 1 . 1 2 % 1 . 1 2 % 1.1 2 % 1.1 2 % 1.1 2 % ST:EX-324-MH RIM: 46.10 INV IN: 37.91 INV IN: 35.97 ST:EX-325-CB RIM: 46.50 INV IN: 36.24 INV OUT: 36.04 ST:S10.2-CO RIM: 46.39 INV OUT: 42.93 ST:S10.1-CO RIM: 46.44 INV IN: 42.05 INV OUT: 42.05 ST:S9-CB RIM: 45.64 INV IN: 39.11 INV IN: 40.38 INV OUT: 39.11 ST:S9.1-CB RIM: 45.64 INV OUT: 41.39 ST:S10-CB RIM: 46.02 INV IN: 39.51 INV IN: 41.79 INV OUT: 39.51 ST:S13.2-CO RIM: 46.36 INV IN: 43.05 INV OUT: 43.05 ST:S13.3-CO RIM: 46.36 INV IN: 43.29 INV OUT: 43.29 ST:S13.1-CO RIM: 46.19 INV IN: 42.81 INV OUT: 42.81 ST:S13.4-CO RIM: 46.19 INV OUT: 43.52 ST:S7.1-CB RIM: 45.23 INV OUT: 41.62 ST:S12-CB RIM: 45.19 INV IN: 41.04 INV OUT: 40.79 ST:S11-CB RIM: 45.06 INV IN: 39.89 INV OUT: 39.89 ST:S3-CB RIM: 46.77 INV IN: 38.93 INV IN: 42.23 INV IN: 39.48 INV OUT: 38.73 ST:S2-CB RIM: 46.52 INV IN: 37.93 INV IN: 41.98 INV OUT: 37.93 ST:S1-CB RIM: 46.15 INV IN: 37.28 INV IN: 41.59 INV OUT: 36.78 ST:S7-CB RIM: 46.07 INV IN: 41.37 INV IN: 41.37 INV IN: 41.46 INV OUT: 41.17 ST:S6-CB RIM: 46.98 INV IN: 42.00 INV IN: 40.66 INV OUT: 40.66 ST:S4-CB RIM: 46.67 INV IN: 42.12 INV IN: 39.93 INV OUT: 39.93 ST:S6.1-CB RIM: 46.64 INV OUT: 42.39 ST:S4.1-CB RIM: 46.68 INV OUT: 42.43 ST:S2.1-CB RIM: 46.51 INV OUT: 42.25 ST:S1.1-CB RIM: 46.22 INV OUT: 41.97 ST:S3.1-CB RIM: 46.75 INV OUT: 42.50 ST:S8-CB RIM: 45.97 INV IN: 42.10 INV OUT: 42.10 ST:S8.1-CB RIM: 46.24 INV OUT: 42.82 ST:S7.2-CB RIM: 46.36 INV OUT: 42.11 ST:S13-CB RIM: 45.60 INV IN: 42.29 INV OUT: 41.71 1.5 2 % 1. 5 2 % 1.5 3 % 1. 5 1 % 1.5 2 % 1.5 0 % 1.5 0 % 1 . 5 3 % 1.0 0 % 0.61% 1.23% 0.99% 0.55% 0.59% 1.59% 1.05% 1.52%0.81 % 1.83% TC:46.59 TP:46.09 TC:46.60 TP:46.10 TC:46.85 TP:46.35 TC:46.87 TP:46.37 TC:47.11 TP:46.61 TC:47.17 TP:46.67 TC:47.23 TP:46.73 TC:47.11 TP:46.61 TC:47.05 TP:46.55 TC:47.19 TP:46.69 TC:47.00 TP:46.50 TC:46.78 TP:46.28 TC:46.46 TP:45.96 TC:46.49 TP:45.99 0. 9 1 % 0. 9 3 % 1.58% 1.50% 1.50% 1.50% 1.52 % 47.15 TC:47.54 TP:47.04 TC:47.52 TP:47.02 TC:47.49 TP:46.99 46.42 46.40 46.38 1.74% 1.7 9 % 0.9 7 % TC:46.00 TP:45.50 TC:46.09 TP:45.59 1.08% ST:S5-CB RIM: 46.55 INV IN: 40.27 INV IN: 41.56 INV OUT: 40.27 ST:S5.1-CB RIM: 46.51 INV OUT: 42.26 BW:41.39 BW:42.00 BW:41.00 BW:40.06 TW:40.09 TW:45.28 TW:44.30 TW:41.68 0.01% 1.0 4 % TC:47.61 TP:47.11 TC:47.57 TP:47.07 TC:47.52 TP:47.02 TC:47.63 TP:47.13 1. 6 1 % 1.44% 0.98 % 0.96% 0.50 % 0.79% 0.8 3 % 0.5 5 % LP TC:46.18 TP:45.68 45 4442 43 46 46 4 6 4 7 46 45 45 46 45 47 47 45 TC:46.75 TP:46.25 TC:46.52 TP:46.02 TC:46.78 TP:46.28 TC:46.75 TP:46.25 HP:46.45 UEUE UE UE 47.2447.09 46.78 46.94 47.28 47.43 46.91 1.70% 0.0 5 % 7.47 % TC:47.24 TP:46.74 47.16 47.43 46.29 1.29% 46.28 46.78 46.71 46.7646.68 46.73 TC:47.27 TP:46.77 46.36 46.36 46.80 1.50% 0. 6 3 % 8.0 6 % LS B TC:46.75 TP:46.25 2.13 % 46.30 46.70 46.24 46.23 46.23 46.62 8. 1 3 % 1.50% UE UE LP 46.16 3.84%2.38% 1. 0 0 % 46.08 46.05 46.14 45.93 45.98 46.06 46.01 1.22% 0. 8 8 % 45.68 45.76 45.66 45.72 UEUE UE UE WWWW 46.76 4. 3 2 % 1. 3 8 % 47.17 46.86 46.86 47.22 47.17 47.24 47.19 TC:47.23 TP:46.73 47.25 GRADING AND DRAINAGE NOTES This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C4 0 2 - G R D G D R N G A R E A Ja n u a r y 0 2 , 2 0 2 5 0 4 : 0 0 : 3 4 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 4 0 2 - G R D G D R N G A R E A S . d w g N O R T H 01 / 0 2 / 2 0 2 5 AM R JD H AM R C401 GR A D I N G A N D DR A I N A G E P L A N SEE SHEET C403 & C404 FOR STORM PROFILES STORM WATER & DRAINAGE LEGEND 1.ADA ACCESSIBLE SPACES SHALL HAVE A MAXIMUM 2.0% SLOPE IN ALL DIRECTIONS. 2.ALL PROPOSED AROUND THE BUILDING AND ALONG THE PROPERTY FRONTAGES SHALL HAVE A MAXIMUM 2.0% CROSS SLOPE AND 5.0% LONG. SLOPE. 3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 4.CONTRACTOR TO VERIFY DEPTH OF EXISTING UNDERGROUND UTILITIES AND NOTIFY KIMLEY-HORN IF ANY CONFLICTS EXIST. 5.LIMITS OF WORK BETWEEN WAWA AND OWNER PER DIVISION OF WORK. 6.ALL CLEANOUTS ARE TO BE TRAFFIC RATED. 7.ALL DOORS ARE REQUIRED TO HAVE ADA COMPLIANT ACCESS. 8.APPROXIMATELY 3000 CYD OF FILL REQUIRED FOR EARTHWORK. 9.ALL PROPOSED CURB CUTS SHALL COMPLY WITH ANSI 406.1. 10.ALL MATCH EXISTING ELEVATIONS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY UPON DISCOVERY. 11.NO EARTHEN SLOPE SHALL BE GREATER THAN 3:1, UNLESS OTHERWISE NOTED. 12.ALL SPOT GRADES DEPICT FINISH GRADE UNLESS OTHER WISE NOTED. 13.A MINIMUM VERTICAL SEPARATION OF 18-INCHES SHALL BE MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE MINIMUM PIPE SEPARATION REQUIREMENTS PER THE GOVERNING AGENCY. SDE CB CATCH BASINS CO CLEANOUT STORM WATER PIPE DRAINAGE EASEMENT ST:C35-DI RIM:767.79 RIM CB:FACE OF CURB MH, CO:CENTER OF GRATE OR LID INV: PIPE INVERT ELEVATION TP:TOP OF PAVEMENT ST:A100-FES INV:750.50 STRUCTURE LABEL VERTICAL DATUM: NAVD88 CUT/FILL ESTIMATED QUANTITIES- NOT FOR BIDDING WAWA ONSITE CUT FACTOR= 1.1 FILL FACTOR = 1.1 TOTAL CUT VOLUME (ADJUSTED) = 1010 CYD TOTAL FILL VOLUME (ADJUSTED) = 2950 CYD NET VOLUME (ADJUSTED) = 1940 CYD (FILL) PRIVATE ROADWAY CUT FACTOR= 1.1 FILL FACTOR = 1.1 TOTAL CUT VOLUME (ADJUSTED) = 30 CYD TOTAL FILL VOLUME (ADJUSTED) = 1090 CYD NET VOLUME (ADJUSTED) = 1060 CYD (FILL) INSET A INSET B INSET C INSET D INSET E Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D PROPOSED TOPOGRAPHIC LEGEND PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR GRADE BREAK (GB)GB HIGH POINT (GB)HP HP LOW POINT (GB)LP LP MATCH EXISTING (ME)ME ME EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR LIMITS OF DISTURBANCELOD 450 451 450 451 PROPOSED FINISHED GRADE TP:TOP OF PAVEMENT TC:TOP OF CURB ME:MATCH EXISTING HP:HIGHT POINT FFE:FINISHED FLOOR ELEV. 107.89 PROP. SLOPE GRADE PROP. RUN:RISE 2.00% 4:1 S CO CO COCO CO CO BSL BSL BSL BSL BSL U63 6,372 GSF LSB LSB LSB LSB LSB LS B LS B LS B LS B LS B LS B LSBLSBLSBLSB LS B LS B LS B LS B LS B M UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUE UE UE UE UE UE U E UE ^ ^ ^ ^ ^ ^ ^ G G G G G GGG G G G G G G G G GGGG UE UE UE UE UE UE UE UE UE WWWWWWWWWWW W W W S S S S S S 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS SS SS SS SS SS M 2'' W 2''W 2''W 2''W 2''W 2''W 2''W 2'' W M Market Street Point of Beginning HP LP LP LP LP HP HP HP HP HP HP HP LP 46.36 46.41 46.38 46.33 46.31 46.29 46.27 46.4346.43 46.41 46.38 46.35 46.33 46.30 46.28 46.26 46.10 46.04 45.99 45.94 45.89 45.84 45.79 45.76 46.50 46.45 46.42 46.42 46.42 46.42 46.42 46.41 46.41 46.40 46.39 46.38 46.37 46.37 46.36 46.35 46.34 46.28 46.22 46.21 46.16 46.11 46.06 45.98 45.89 45.81 46.50 46.47 46.11 46.06 46.01 45.96 45.91 45.86 45.81 45.78 46.47 46.47 46.47 46.47 46.46 46.46 46.45 46.44 46.43 46.43 46.43 46.42 46.41 46.39 46.33 46.28 46.22 46.16 46.09 46.01 45.94 45.86 46.50 46.44 46.39 46.32 46.27 46.21 46.16 46.10 46.05 45.99 45.90 45.81 45.72 45.63 45.54 45.48 45.53 45.59 45.68 45.77 45.86 45.95 46.04 46.08 46.12 46.15 46.19 46.22 46.26 46.29 46.35 46.40 46.45 46.50 UEUE UE UE 47.2447.09 46.78 46.94 47.28 47.43 46.91 1.70% 0.0 5 % 7.47 % TC:47.24 TP:46.74 47.16 47.43 46.29 1.29% 46.28 46.78 46.71 46.7646.68 46.73 TC:47.27 TP:46.77 46.36 46.36 46.80 1.50% 0. 6 3 % 8.0 6 % LS B TC:46.75 TP:46.25 2.13 % 46.30 46.70 46.24 46.23 46.23 46.62 8. 1 3 % 1.50% UE UE LP 46.16 3.84%2.38% 1. 0 0 % 46.08 46.05 46.14 45.93 45.98 46.06 46.01 1.22% 0. 8 8 % 45.68 45.76 45.66 45.72 UEUE UE UE WWWW 46.76 4. 3 2 % 1. 3 8 % 47.17 46.86 46.86 47.22 47.17 47.24 47.19 TC:47.23 TP:46.73 47.25 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C4 0 2 A D A C O M P L I A N C E P L A N Ja n u a r y 0 2 , 2 0 2 5 0 4 : 0 1 : 0 2 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 4 0 2 - G R D G D R N G A R E A S . d w g N O R T H 01 / 0 2 / 2 0 2 5 AM R JD H AM R C402 AD A C O M P L I A N C E PL A N INSET A INSET B INSET C INSET D INSET E Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D H. Scale:1"=40' | V. Scale: 1"=4' S1.1 TO S1 35 40 45 50 35 40 45 50 Invert Elevations H. Scale:1"=40' | V. Scale: 1"=4' S2.1 TO S2 34 35 40 45 50 34 35 40 45 50 Invert Elevations H. Scale:1"=40' | V. Scale: 1"=4' S8.1 TO EX-325 33 35 40 45 50 33 35 40 45 50 Invert Elevations H. Scale:1"=40' | V. Scale: 1"=4' S3.1 TO S3 35 40 45 50 35 40 45 50 Invert Elevations 0+00 0+25 0+50 0+00 0+25 0+50 S2.1-CB STA:0+27 RIM:46.51' INV OUT:42.25' 27 LF OF 15" RCP @ 1.00% S2-CB STA:0+00 RIM:46.52' INV IN:37.93' INV IN:41.98' INV OUT:37.93' S1.1-CB STA:0+38 RIM:46.22' INV OUT:41.97' 38 LF OF 15" RCP @ 1.00% S1-CB STA:0+00 RIM:46.15' INV IN:37.28' INV IN:41.59' INV OUT:36.78' 0+00 0+25 0+50 S3.1-CB STA:0+27 RIM:46.75' INV OUT:42.50' 27 LF OF 15" RCP @ 1.00% S3-CB STA:0+00 RIM:46.77' INV IN:38.93' INV IN:42.23' INV IN:39.48' INV OUT:38.73' H. Scale:1"=40' | V. Scale: 1"=4' S4.1 TO S4 33 35 40 45 50 33 35 40 45 50 Invert Elevations -0+25 0+00 0+25 S4.1-CB STA:0+31 RIM:46.68' INV OUT:42.43' 31 LF OF 15" RCP @ 1.00% S4-CB STA:0+00 RIM:46.67' INV IN:42.12' INV IN:39.93' INV OUT:39.93' 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 8+75 H. Scale:1"=40' | V. Scale: 1"=4' S7.2 TO S7 35 40 45 50 35 40 45 50 Invert Elevations H. Scale:1"=40' | V. Scale: 1"=4' S6.1 TO S6 35 40 45 50 35 40 45 50 Invert Elevations H. Scale:1"=40' | V. Scale: 1"=4' S5.1 TO S5 35 40 45 50 35 40 45 50 Invert Elevations S8.1-CB STA:8+82 RIM:46.24' INV OUT:42.82' 72 LF OF 15" CLASS 4 RCP @ 1.00% S8-CB STA:8+10 RIM:45.97' INV IN:42.10' INV OUT:42.10' 73 LF OF 15" RCP @ 1.00% S7-CB STA:7+37 RIM:46.07' INV IN:41.37' INV IN:41.37' INV IN:41.46' INV OUT:41.17' 108 LF OF 15" RCP @ 0.47% S6-CB STA:6+29 RIM:46.98' INV IN:42.00' INV IN:40.66' INV OUT:40.66' 71 LF OF 15" RCP @ 0.54% S5-CB STA:5+57 RIM:46.55' INV IN:40.27' INV IN:41.56' INV OUT:40.27' 68 LF OF 15" RCP @ 0.50% S4-CB STA:4+90 RIM:46.67' INV IN:42.12' INV IN:39.93' INV OUT:39.93' 91 LF OF 15" RCP @ 0.50% S3-CB STA:3+99 RIM:46.77' INV IN:38.93' INV IN:42.23' INV IN:39.48' INV OUT:38.73' 159 LF OF 24" RCP @ 0.50% S2-CB STA:2+40 RIM:46.52' INV IN:37.93' INV IN:41.98' INV OUT:37.93' 130 LF OF 24" RCP @ 0.50% S1-CB STA:1+10 RIM:46.15' INV IN:37.28' INV IN:41.59' INV OUT:36.78' 109 LF OF 30" RCP @ 0.50% EX-325-CB STA:0+01 RIM:46.50' INV IN:36.24' INV OUT:36.04' 0+00 0+25 S6.1-CB STA:0+39 RIM:46.64' INV OUT:42.39' 39 LF OF 15" RCP @ 1.01% S6-CB STA:0+00 RIM:46.98' INV IN:42.00' INV IN:40.66' INV OUT:40.66' 0+00 0+25 0+50 S7.2-CB STA:0+67 RIM:46.36' INV OUT:42.11' 67 LF OF 15" RCP @ 0.96% S7-CB STA:0+00 RIM:46.07' INV IN:41.37' INV IN:41.37' INV IN:41.46' INV OUT:41.17' 0+00 0+25 0+50 0+75 S5.1-CB STA:0+70 RIM:46.51' INV OUT:42.26' 70 LF OF 15" RCP @ 1.00% S5-CB STA:0+00 RIM:46.55' INV IN:40.27' INV IN:41.56' INV OUT:40.27' 25-YR HGL EXISTING GRADE PROPOSED GRADE 25-YR HGL 25-YR HGL 25-YR HGL 25-YR HGL 25-YR HGL 25-YR HGL 25-YR HGL PROPOSED GRADEEXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE 8" PVC CROSSING INV: 39.26 8" PVC CROSSING INV: 38.32 8" PVC CROSSING INV: 37.16 8" PVC CROSSING INV: 36.42 4" PVC CROSSING INV: 36.74 DE P T H : 2 . 9 5 ' DEPTH:2.60' DEPTH:1.68' DEPTH:3.59' 8'' PVC INV: 42.91 DE P T H : 4 . 3 3 ' DE P T H : 4 . 9 8 ' PROPOSED STORM WATER PROFILE LEGEND EXISTING GRADE PROPOSED GRADE HYDRAULIC GRADE LINE MH MANHOLE CB CATCH BASIN DI DROP INLET CO CLEANOUT ABBREVIATIONS RIM:CB: BOTTOM OF CURB AT GUTTER LINE RIM:DI, MH, CO, YI, AI: CENTER OF GRATE OR LID INV: PIPE INVERT ELEVATION " -D" DOUBLE CATCH BASIN " -D" DOUBLE INLET This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ro d r i g u e z , A l e x M . S h e e t S e t : Wa w a - O d g e n L a y o u t : C4 0 3 P R I V A T E R O A D W A Y - S T O R M P R O F I L E S Ja n u a r y 0 8 , 2 0 2 5 0 7 : 1 8 : 5 2 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 4 0 5 - S T R M P R O F . d w g PR I V A T E R O A D W A Y - ST O R M P R O F I L E S C403 01 / 0 2 / 2 0 2 5 AM R JD H AM R 20'40' 1' 2' VE R T . S C A L E : 1 " = 4 ' 0 4' 3' HORIZ. SCALE: 1"=40' 0 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 H. Scale:1"=40' | V. Scale: 1"=4' S13.4 TO S3 35 40 45 50 35 40 45 50 Invert Elevations H. Scale:1"=40' | V. Scale: 1"=4' S10.2 TO S10 35 40 45 50 35 40 45 50 Invert Elevations H. Scale:1"=40' | V. Scale: 1"=4' S7.1 TO S7 35 40 45 50 35 40 45 50 Invert Elevations 0+00 0+25 S7.1-CB STA:0+00 RIM:45.23' INV OUT:41.62' 22 LF OF 15" CLASS 4 RCP @ 1.13% S7-CB STA:0+22 RIM:46.07' INV IN:41.37' INV IN:41.37' INV IN:41.46' INV OUT:41.17' 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 H. Scale:1"=40' | V. Scale: 1"=4' S9.1 TO S9 35 40 45 50 35 40 45 50 Invert Elevations S13.4-CO STA:5+37 RIM:46.19' INV OUT:43.52' 34 LF OF 8" PVC @ 0.70% S13.3-CO STA:5+03 RIM:46.36' INV IN:43.29' INV OUT:43.29' 34 LF OF 8" PVC @ 0.70% S13.2-CO STA:4+69 RIM:46.36' INV IN:43.05' INV OUT:43.05' 34 LF OF 8" PVC @ 0.70% S13.1-CO STA:4+35 RIM:46.19' INV IN:42.81' INV OUT:42.81' 74 LF OF 8" PVC @ 0.70% S13-CB STA:3+62 RIM:45.60' INV IN:42.29' INV OUT:41.71' 96 LF OF 15" CLASS 4 RCP @ 0.70% S12-CB STA:2+65 RIM:45.19' INV IN:41.04' INV OUT:40.79' 128 LF OF 18" RCP @ 0.70% S11-CB STA:1+37 RIM:45.06' INV IN:39.89' INV OUT:39.89' 54 LF OF 18" RCP @ 0.70% S10-CB STA:0+83 RIM:46.02' INV IN:39.51' INV IN:41.79' INV OUT:39.51' 57 LF OF 18" RCP @ 0.70% S9-CB STA:0+26 RIM:45.64' INV IN:39.11' INV IN:40.38' INV OUT:39.11' 26 LF OF 18" RCP @ 0.70% S3-CB STA:0+00 RIM:46.77' INV IN:38.93' INV IN:42.23' INV IN:39.48' INV OUT:38.73' 0+00 0+25 0+50 0+75 1+00 S9.1-CB STA:1+01 RIM:45.64' INV OUT:41.39' 101 LF OF 15" RCP @ 1.00% S9-CB STA:0+00 RIM:45.64' INV IN:39.11' INV IN:40.38' INV OUT:39.11' 0+00 0+25 0+50 0+75 1+00 1+25 S10.2-CO STA:1+14 RIM:46.39' INV OUT:42.93' 89 LF OF 8" PVC @ 1.00% S10.1-CO STA:0+25 RIM:46.44' INV IN:42.05' INV OUT:42.05' 25 LF OF 8" PVC @ 1.00% S10-CB STA:0+00 RIM:46.02' INV IN:39.51' INV IN:41.79' INV OUT:39.51' 25-YR HGL PROPOSED GRADEEXISTING GRADE 25-YR HGL EXISTING GRADE PROPOSED GRADE 25-YR HGL PROPOSED GRADE EXISTING GRADE 25-YR HGL EXISTING GRADE PROPOSED GRADE 4" PVC CROSSING INV: 37.00 4" PVC CROSSING INV: 37.68 4" PVC CROSSING INV: 40.11DEPTH:3.61' DE P T H : 2 . 0 0 ' DEPTH:1.00' PROP 3/4" PVC WATER LINE PROP 2" PVC WATER LINE PROP 3/4" PVC WATER LINE PROP 1" PVC WATER LINE PROP GAS LINE DEPTH:2.29' 8'' PVC INV: 43.04 DEPTH:1.00' DE P T H : 4 . 3 6 ' PROPOSED STORM WATER PROFILE LEGEND EXISTING GRADE PROPOSED GRADE HYDRAULIC GRADE LINE MH MANHOLE CB CATCH BASIN DI DROP INLET CO CLEANOUT ABBREVIATIONS RIM:CB: BOTTOM OF CURB AT GUTTER LINE RIM:DI, MH, CO, YI, AI: CENTER OF GRATE OR LID INV: PIPE INVERT ELEVATION " -D" DOUBLE CATCH BASIN " -D" DOUBLE INLET This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ro d r i g u e z , A l e x M . S h e e t S e t : Wa w a - O d g e n L a y o u t : C4 0 4 W A W A O N S I T E - S T O R M P R O F I L E S Ja n u a r y 0 8 , 2 0 2 5 0 7 : 1 8 : 5 9 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 4 0 5 - S T R M P R O F . d w g WA W A O N S I T E - ST O R M P R O F I L E S C404 01 / 0 2 / 2 0 2 5 AM R JD H AM R 20'40' 1' 2' VE R T . S C A L E : 1 " = 4 ' 0 4' 3' HORIZ. SCALE: 1"=40' 0 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 BSL BSL BSL BSL BSL U63 6,372 GSF LSB LSB LSB LSB LSB LS B LS B LS B LS B LS B LS B LSBLSBLSBLSB LS B LS B LS B LS B LS B M UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUE UE UE UE UE UE U E UE G G G G G GGG G G G G G G G G GGGG UE UE UE UE UE UE UE UE UE WWWWWWWWWWW W W W S S S S S S 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS SS SS SS SS SS M 2'' W 2''W 2''W 2''W 2''W 2''W 2''W 2'' W M Market Street ^ ^ ^ ^ ^ ^ ^ CO CO CO COCO CO S DO Se Le Le Kr Kr Le Se DO S 36" R C P 60 " R C P 30" R C P 24" RCP 24" RCP 18 " R C P 18 " R C P 18" RCP 18 " R C P 8" PVC8" PVC8" PVC 8" PVC8" PVC 15 " R C P 15 " R C P 15 " R C P 15" RCP 15 " R C P 15" RCP 15" CLA S S 4 R C P 15 " R C P 15" C L A S S 4 R C P 15" RCP 0+00 1+00 1+14 0+ 3 8 0+ 0 0 0+ 2 7 0+ 0 0 15" RCP 15 " R C P 1 5 " R C P 15" RCP COCOCOCO COCO 15 " C L A S S 4 R C P 8" PVC 0+ 0 0 0+ 2 7 0+ 0 0 0+ 3 1 0+0 0 1+0 0 2+00 3+00 4+00 5+00 6 + 0 0 7+ 0 0 8+ 0 0 8+82 0+00 0+39 0+00 0+670+00 0+22 0+ 0 0 1+00 2+ 0 0 3+ 0 0 4+00 5+00 5+37 0+00 1+001+01 15" RC P 0+00 0+70 S S S S S S 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 4''S S SS SS SS SS WWWWWWWWWWW W W W 0.62% 0 . 2 7 % 1.02% 0. 2 8 % 1.02% 2. 3 6 % 0.06% 1. 5 2 % 0.14% 2.35 % 0.1 1 % 1. 4 9 % 0.22% 1.5 1 % 0.27 % 2. 1 0 % 1.08%1. 6 8 % 0.24% 1.1 1 % 0.03 % 0.97% 0. 2 7 % 1.66% 0. 4 4 % 1.55% 0. 0 3 % 1. 4 9 % 0.20% 1.5 0 % 0.22% 0.59% 0. 4 3 % 1.77% 0. 6 0 % 1.70% 0.74% 1.43% 1. 1 6 % 2. 0 0 % EX-324 - MH EX-325 - CB S1 - CB S2 - CB S3 - CB S9 - CB S10 - CB S11 - CB S12 - CB S7.1 - CB S9.1 - CB S13.4 - COS13.3 - COS13.2 - COS13.1 - CO S10.2 - CO S10.1 - CO S1.1 - CB S2.1 - CB S3.1 - CB S4 - CB S4.1 - CB S6.1 - CB S7 - CB S8.1 - CB S7.2 - CB S8 - CB S6 - CB S5 - CB S13 - CB S5.1 - CB Str:S12 0.25-AC C=0.93 Tc=0.08 Str:S13.1 0.04-AC C=0.96 Tc=0.08 Str:S13.2 0.04-AC C=0.96 Tc=0.08 Str:S13.3 0.04-AC C=0.96 Tc=0.08 Str:S13.4 0.04-AC C=0.96 Tc=0.08 Str:S7.1 0.57-AC C=0.90 Tc=0.08 Str:S10.2 0.07-AC C=0.96 Tc=0.08 Str:S10.1 0.07-AC C=0.96 Tc=0.08 Str:S10 0.04-AC C=0.96 Tc=0.08 Str:S11 0.33-AC C=0.89 Tc=0.08 Str:S9 0.10-AC C=0.85 Tc=0.08 Str:S9.1 0.23-AC C=0.82 Tc=0.08 Str:S8.1 0.01-AC C=0.63 Tc=0.08 Str:S8 0.06-AC C=0.96 Tc=0.08 Str:S7 0.02-AC C=0.96 Tc=0.08 Str:S7.2 0.06-AC C=0.96 Tc=0.08 Str:S6.1 0.01-AC C=0.96 Tc=0.08 Str:S4 0.03-AC C=0.96 Tc=0.08 Str:S4.1 0.03-AC C=0.96 Tc=0.08 Str:S3 0.00-AC C=0.96 Tc=0.08 Str:S3.1 0.01-AC C=0.96 Tc=0.08 Str:S2.1 0.04-AC C=0.96 Tc=0.08 Str:S2 0.03-AC C=0.96 Tc=0.08 Str:S1 0.05-AC C=0.96 Tc=0.08 Str:S1.1 0.04-AC C=0.96 Tc=0.08 Str:S5.1 0.15-AC C=0.96 Tc=0.08 Str:S1 1.64-AC C=0.91 Tc=0.08 Str:S2 1.27-AC C=0.91 Tc=0.08 Str:S13 0.07-AC C=0.91 Tc=0.08 Str:S6 0.05-AC C=0.96 Tc=0.08 Str:S5 0.05-AC C=0.89 Tc=0.08 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C4 0 5 I N L E T A R E A M A P Ja n u a r y 0 2 , 2 0 2 5 0 4 : 0 1 : 3 8 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 4 0 5 - S T R M P R O F . d w g IN L E T A R E A M A P C405 01 / 0 2 / 2 0 2 5 AM R JD H AM R N O R T H LEGEND DRAINAGE AREA SOIL BOUNDARY SOIL TYPELe Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D FIRE, AND DOMESTIC BACKFLOW DEVICES LOCATED INSIDE BUILDING (REFERENCE ARCH/MEP PLANS) CONTRACTOR SHALL REFER TO ARCH / MEP PLANS FOR EXACT UTILITY ENTRANCE LOCATIONS. TAMPER SWITCH CONDUIT REQUIRED ON GATE VALVES, AND BACKFLOW PREVENTER ASSEMBLIES LOCATED ABOVE-GROUND. VALVES INSTALLED BELOW GROUND DO NOT REQUIRE TAMPER SWITCHES UNLESS NOTED OTHERWISE BY LOCAL AUTHORITY HAVING JURISDICTION.CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CAUTION!! ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SYSTEM ARE PROHIBITED BSL BSL BSL BSL BSL U63 6,372 GSF LSB LSB LSB LSB LSB LS B LS B LS B LS B LS B LS B LSBLSBLSBLSB LS B LS B LS B LS B LS B M UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUE UE UE UE UE UE U E UE Market Street ^ ^ ^ ^ ^ ^ ^ S CO CO COCO CO CO G G G G G GGG G G G G G G G G GGGG UE UE UE UE UE UE UE UE UE WWWWWWWWWWW W W W S S S S S S 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS SS SS SS SS SS M 2'' W 2''W 2''W 2''W 2''W 2''W 2''W 2'' W M S1.3.1-CO Rim:46.46' INV OUT: 37.70' S1.2.1-CO Rim:46.47' INV OUT: 40.13' EX. MH1-MH Rim:46.40' INV IN: 35.88 INV OUT: 34.17' S1.2-CO Rim:46.34' INV IN: 40.00 INV IN: 37.48 INV OUT: 37.48' S1.3-GREASE TRAP MH Rim:46.33' INV IN: 37.56 INV OUT: 37.56' S2-MH Rim:46.79' INV IN: 38.11 INV OUT: 37.91' S3-MH Rim:46.49' INV IN: 39.18 INV OUT: 38.98' S1-MH Rim:46.91' INV IN: 36.68 INV IN: 36.60 INV OUT: 36.48' S1.1-CO Rim:46.53' INV IN: 36.92 INV OUT: 36.92' S4-MH Rim:46.45' INV OUT: 39.66' This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C5 0 2 - U T I L A R E A Ja n u a r y 0 2 , 2 0 2 5 0 4 : 0 2 : 0 8 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 5 0 2 - U T I L A R E A S . d w g N O R T H 01 / 0 2 / 2 0 2 5 AM R JD H AM R UT I L I T Y P L A N C501 UTILITY NOTES 1.SEE "GENERAL NOTES" SHEET FOR SITE GENERAL NOTES AND ZONING NOTES. 2.REFER TO GENERAL NOTES SHEET FOR GENERAL, WATER UTILITY, AND SANITARY SEWER, NOTES, MATERIALS, AND REQUIREMENTS. 3.SEE "EXISTING CONDITIONS" FOR COMPLETE BOUNDARY DESCRIPTION, ADJOINING PROPERTIES, ZONING AND USE, AND EXISTING UTILITY LOCATIONS AND SIZES. 4.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO THE NEAREST FOOT. 5.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES. 6.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE. 7.WAWA DOMESTIC WATER SERVICE PIPE SHALL BE BLACK POLY PIPE ON BOTH SIDES OF THE METER. 8.ALL NON-METALLIC PIPE SHALL BE INSTALLED WITH TRACER WIRE. 9.TRACER WIRE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE PROPOSED SANITARY SEWER LATERAL. 10.ALL SANITARY SEWER CLEANOUTS ARE TO BE TRAFFIC RATED. 11.CONTRACTOR SHALL FIELD-VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES AT START OF CONSTRUCTION AND NOTIFY KIMLEY-HORN IN ORDER TO VERIFY ADEQUATE SEPARATION BETWEEN UTILITIES CAN BE ACHIEVED AND NO CONFLICTS EXIST. 12.ADJUST ALL APPURTENANCES TO PROPOSED GRADE. 13.ALL WATER MAIN SHALL BE DUCTILE IRON AND TO BE COMPLETELY RESTRAINED. 14.ALL SANITARY SEWER SHALL BE PVC SDR35. 15.CONDUIT TO BE INSTALLED BETWEEN IRRIGATION METER AND BUILDING FOR BAS MONITORING PER WAWA STANDARD. 16.ALL DUCTILE IRON WATER PIPING SHALL BE AWWA CLASS C-150 DUCTILE IRON PIPE. 17.LIMITS OF WORK BETWEEN WAWA AND OWNER PER DIVISION OF WORK. 18.THE EXISTING UTILITIES ON THIS PLAN ARE APPROXIMATE ONLY, AND ARE NOT ACCURATE FOR CONSTRUCTION PURPOSES. FOR FIELD LOCATIONS CALL 811 WITH THREE (3) WORKING DAYS MINIMUM NOTICE. 19.A MINIMUM OF 2 FT OF SUITABLE FILL IS REQUIRED BETWEEN ANY ROCK/CONCRETE/ASPHALT AND THE GAS LINE. 20.ALL HIGH PRESSURE LINES ARE TO BE LABELED WITH: 'CAUTION HIGH PRESSURE' IN A NOTICEABLE BOLD FONT. 21.THERE MUST BE A MINIMUM OF 1-FT CLEARANCE BETWEEN ANY GAS LINE AND OTHER UTILITIES FOR THIS SITE. 22.A MINIMUM VERTICAL SEPARATION OF 18-INCHES SHALL BE MAINTAINED AT WATER, SANITARY SEWER AND STORM CROSSINGS. IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE A CONCRETE CRADLE AND PIPE REQUIREMENTS PER THE GOVERNING AGENCY. 23.A MINIMUM VERTICAL SEPARATION OF 12-INCHES SHALL BE MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE A CONCRETE CRADLE AND PIPE REQUIREMENTS PER THE GOVERNING AGENCY. 24.NOTE TO CONTRACTOR: WHEN ORDERING KNOX BOX, GO TO WWW.KNOXBOX.COM AND SELECT NEW HANOVER COUNTY FIRE SERVICES. ALERT TO CONTRACTOR: *CONTRACTOR SHALL TAKE EXTREME CARE WHEN WORKING AROUND EXISTING UTILITIES. CONTRACTOR SHALL REPAIR ANY DAMAGED FEATURES/UTILITIES TO THAT OF EXISTING OR BETTER CONDITION. *CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO ANY DAMAGED ROADWAYS, SIDEWALKS, CURB AND GUTTER, ASPHALT, ETC. SEE SHEET C601 FOR SEWER PLAN & PROFILES Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D LSB LSBLSBLSBLSB UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUE UE UE UE UE UE U E UE ^ ^ ^ ^ S WWWWWWWWWWW W W W S SS S S 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS SS SS SS M 2'' W M EXISTING GRADE PROPOSED GRADE H. Scale:1"=30' | V. Scale: 1"=3' WATER LINE EXTENSION 35 40 45 50 35 40 45 50 1+00 2+00 3+00 4+00 5+00 6+00 STA: 5+88.11 8'' PLUG VALVE MJ 387 LF OF 8'' PVC STA: 1+99.52 8'' DI 22.5° BEND MJ 101 LF OF 8'' PVC STA: 0+97.29 8'' DI 90° BEND MJ 48 LF OF 8'' PVC STA: 0+48.90 8'' DI 5.625° BEND MJ 5 LF OF 8'' PVC STA: 0+43.44 8'' DI 11.25° BEND MJ 2 LF OF 8'' PVC STA: 0+40.77 8'' DI 90° BEND MJ 19 LF OF 8'' PVC STA: 0+20.72 8'' DI 22.5° BEND MJ 19 LF OF 8'' PVC STA: 0+00.05 16''X8'' ECC RED MJ 5 LF OF 16'' PVC STA: 0+26.11 EXISTING 16'' GV MJ 26 LF OF EXISTING 16'' PVC C900 DR25 CONNECT TO EXISTING 16" C-900 DR18 PVC WATER MAIN. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH 8" PVC CROSSING INV: 39.60 30" RCP CROSSING INV: 36.50 18" RCP CROSSING INV: 39.01 4" PVC CROSSING INV: 36.83 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C5 0 2 - W A T E R M A I N E X T E N S I O N Ja n u a r y 0 2 , 2 0 2 5 0 4 : 0 2 : 1 2 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 5 0 2 - U T I L A R E A S . d w g N O R T H 01 / 0 2 / 2 0 2 5 AM R JD H AM R WA T E R M A I N EX T E N S I O N C502 3' VE R T . S C A L E : 1 " = 3 ' 1' 2' 0 0 HORIZ. SCALE: 1"=30' 30'15' ” ” Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D H. Scale:1"=30' | V. Scale: 1"=3' S4 TO EX. MH2 30 35 40 45 50 30 35 40 45 50 Invert Elevations 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 33 . 2 3 34 . 1 7 35 . 8 8 36 . 4 8 36 . 6 8 37 . 9 1 38 . 1 1 38 . 9 8 39 . 1 8 39 . 6 6 32 . 2 8 32 . 2 8 H. Scale:1"=30' | V. Scale: 1"=3' S1.3.1 TO S1 33 35 40 45 50 55 33 35 40 45 50 55 Invert Elevations EX. MH2 - MH RIM: 43.47 INV IN: 33.23 8" PVC 234 LF OF EXISTING 8" PVC @ 0.40% EX. MH1 - MH RIM: 46.40 INV IN: 35.88 8" PVC INV OUT: 34.17 8" PVC 101 LF OF 8" PVC @ 0.60% S1 - MH RIM: 46.91 INV IN: 36.68 8" PVC INV IN: 36.60 4" PVC INV OUT: 36.48 8" PVC 206 LF OF 8" PVC @ 0.60% S2 - MH RIM: 46.79 INV IN: 38.11 8" PVC INV OUT: 37.91 8" PVC 144 LF OF 8" PVC @ 0.60% S3 - MH RIM: 46.49 INV IN: 39.18 8" PVC INV OUT: 38.98 8" PVC 81 LF OF 8" PVC @ 0.60% S4 - MH RIM: 46.45 INV OUT: 39.66 8" PVC -0+25 0+00 0+25 0+50 0+75 1+00 1+25 37 . 5 6 37 . 7 0 37 . 4 8 37 . 5 6 36 . 9 2 37 . 4 8 36 . 6 0 36 . 9 2 H. Scale:1"=30' | V. Scale: 1"=3' S1.2.1 TO S1.2 33 35 40 45 50 55 33 35 40 45 50 55 Invert Elevations S1 - MH RIM: 46.91 INV IN: 36.68 8" PVC INV IN: 36.60 4" PVC INV OUT: 36.48 8" PVC S1.3.1 - CO RIM: 46.46 INV OUT: 37.70 4" PVC 13 LF OF 4" PVC @ 1.00% 8 LF OF 4" PVC @ 1.00% S1.2 - CO RIM: 46.34 INV IN: 40.00 4" PVC INV IN: 37.48 4" PVC INV OUT: 37.48 4" PVC 56 LF OF 4" PVC @ 1.00% -0+25 0+00 0+25 40 . 0 0 40 . 1 3 S1.2 - CO RIM: 46.34 INV IN: 40.00 4" PVC INV IN: 37.48 4" PVC INV OUT: 37.48 4" PVC 13 LF OF 4" PVC @ 1.00% S1.2.1 - CO RIM: 46.47 INV OUT: 40.13 4" PVC S1.1 - CO RIM: 46.53 INV IN: 36.92 4" PVC INV OUT: 36.92 4" PVC 32 LF OF 4" PVC @ 1.00% DEPTH:1.76' DEPTH:2.04' DE P T H : 2 . 6 2 ' DEPTH:3.00' 15" RCP CROSSING INV: 39.88 8'' PVC INV: 43.04 15" RCP CROSSING INV: 41.15 8" PVC CROSSING INV: 42.40 8" PVC CROSSING INV: 42.48 DEPTH:4.98' DEPTH:4.33' DEPTH:2.35' 15" RCP CROSSING INV: 42.27 15" RCP CROSSING INV: 42.37 15" RCP CROSSING INV: 42.14 15" RCP CROSSING INV: 41.82 8'' PVC INV: 42.77 ADJUST EXISTING RIM ELEVATION TO FINISHED GRADE. PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE PROPOSED GRADE S1.3 - GREASE TRAP MH RIM: 46.33 INV IN: 37.56 4" PVC INV OUT: 37.56 4" PVC DEPTH:4.38' DEPTH:3.63' ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SYSTEM ARE PROHIBITED. PROPOSED SANITARY PROFILE LEGEND EXISTING GROUND PROPOSED GRADE MH:MANHOLE CO:CLEANOUT RIM: MH, CO: CENTER OF LID ELEVATION INV: PIPE INVERT ELEVATION This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C6 0 1 - S S W R P R O F Ja n u a r y 0 2 , 2 0 2 5 0 4 : 0 2 : 3 7 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 6 0 1 - S S W R P R O F . d w g SE W E R P R O F I L E S C601 01 / 0 2 / 2 0 2 5 AM R JD H AM R 3' VE R T . S C A L E : 1 " = 3 ' 1' 2' 0 0 HORIZ. SCALE: 1"=30' 30'15' Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1.Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3.Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4.Provide ponding area for containment of treated Stormwater before discharging offsite. 5.Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded by secondary containment structures. HAZARDOUS AND TOXIC WASTE 1.Create designated hazardous waste collection areas on-site. 2.Place hazardous waste containers under cover or in secondary containment. 3.Do not store hazardous chemicals, drums or bagged materials directly on the ground. EQUIPMENT AND VEHICLE MAINTENANCE 1.Maintain vehicles and equipment to prevent discharge of fluids. 2.Provide drip pans under any stored equipment. 3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4.Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5.Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1.Never bury or burn waste. Place litter and debris in approved waste containers. 2.Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3.Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4.Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5.Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6.Anchor all lightweight items in waste containers during times of high winds. 7.Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8.Dispose waste off-site at an approved disposal facility. 9.On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1.Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2.Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3.Contain liquid wastes in a controlled area. 4.Containment must be labeled, sized and placed appropriately for the needs of site. 5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS 1.Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2.Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3.Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. HERBICIDES, PESTICIDES AND RODENTICIDES 1.Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2.Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3.Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4.Do not stockpile these materials onsite. CONCRETE WASHOUTS 1.Do not discharge concrete or cement slurry from the site. 2.Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3.Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4.Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7.Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8.Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9.Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10.At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. EARTHEN STOCKPILE MANAGEMENT 1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3.Provide stable stone access point when feasible. 4.Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. Site Area Description Timeframe variations -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unless there is zero slope Stabilize within this many calendar days after ceasing land disturbance 7 7 7 14 None None (a)Perimeter dikes, swales, ditches, and perimeter slopes (b)High Quality Water (HQW) Zones (c)Slopes steeper than 3:1 If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed (d)Slopes 3:1 to 4:1 (e)Areas with slopes flatter than 4:1 14 -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF-INSPECTION Self-inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1.E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be documented in the manner described: 2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on the site and available for agency inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical: (a)This general permit as well as the certificate of coverage, after it is received. (b)Records of inspections made during the previous 30 days. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically-available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard-copy records. (c)All data used to complete the Notice of Intent and older inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1.Occurrences that must be reported Permittees shall report the following occurrences: (a)Visible sediment deposition in a stream or wetland. (b)Oil spills if: ·They are 25 gallons or more, ·They are less than 25 gallons but cannot be cleaned up within 24 hours, ·They cause sheen on surface waters (regardless of volume), or ·They are within 100 feet of surface waters (regardless of volume). (a)Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (b)Anticipated bypasses and unanticipated bypasses. (c)Noncompliance with the conditions of this permit that may endanger health or the environment. 2.Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300. This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C9 0 1 N C G 0 1 S T A N D A R D S Ja n u a r y 0 2 , 2 0 2 5 0 4 : 0 2 : 5 2 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 2 0 5 - E S C P D T L S . d w g NC G 0 1 S T A N D A R D S C901 01 / 0 2 / 2 0 2 5 AM R JD H AM R Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D 1" REBAR FOR BAG REMOVAL FROM INLET FILTER BAG DUMP LOOPS GRATE GRATE HOOD CATCH BASIN OUTLET NOTES: 1.INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK. 2.FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. 3.FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE DIRECTION OF THE ENGINEER. 4.FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE. 5.FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). 6.FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR DOT ROADS. Not to Scale CATCH BASIN INLET PROTECTIONIP FLOW 1'-6"#5 WASHED STONE H = 2.0 FT. MIN CLASS 1 RIP-RAPMIN. 2'-0" EXTEND RIP-RAP UP SIDES 18" THICK BB STONE SEMI-CIRCLE EXTEND RIP-RAP UP SIDES 18" THICK FLOW Not to Scale STONE FILTER RING STONE FILTER RING TO BE USED FOR EROSION CONTROL PURPOSES ONLY. REMOVE STONE FILTER RING AFTER THE SITE IS STABILIZED AND VEGETATION IS ESTABLISHED. SWPPP INFORMATION Not to Scale SWPPP INFORMATION SIGNSIS PERMANENT SEEDINGPS TSTS TS OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SEEDING DATES MOUNTAINS - ABOVE 2500 FT: FEB. 15 - MAY 15 BELOW 2500 FT: FEB. 1 - MAY 1 PIEDMONT - JAN. 1 - MAY 1 COASTAL PLAIN-DEC. 1 - APR. 15 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 lb/ACRE 10-10-10 FERTILIZER. MULCH APPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT AT A RATE OF 0.10 GALLONS PER SQUARE YARD, NETTING SUCH AS LIGHTWEIGHT PLASTIC, COTTON, JUTE, WIRE, OR PAPER NETS STAPLED OVER THE MULCH ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS, OR A MULCH ANCHORING TOOL SUCH AS A DISK SET NEARLY STRAIGHT. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. SEEDING MIXTURE SPECIES RATE (lb/ACRE) RYE (GRAIN) 120 ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND COASTAL PLAIN, KOREAN IN MOUNTAINS) 50 SEEDING MIXTURE SPECIES RATE (lb/ACRE) RYE (GRAIN) 120 SEEDING DATES MOUNTAINS-AUG. 15 - DEC. 15 COASTAL PLAIN AND PIEDMONT-AUG. 15 - DEC. 30 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 lb/ACRE 10-10-10 FERTILIZER. MULCH APPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT AT A RATE OF 0.10 GALLONS PER SQUARE YARD, NETTING SUCH AS LIGHTWEIGHT PLASTIC, COTTON, JUTE, WIRE, OR PAPER NETS STAPLED OVER THE MULCH ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS, OR A MULCH ANCHORING TOOL SUCH AS A DISK SET NEARLY STRAIGHT. MAINTENANCE REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50LB/ACRE KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. SEEDING MIXTURE SPECIES RATE (lb/ACRE) GERMAN MILLET 40 IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 lb/ACRE. SEEDING DATES MOUNTAINS-MAY 15 - AUG. 15 PIEDMONT-MAY 1 - AUG. 15 COASTAL PLAIN-APR. 15 - AUG. 15 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 lb/ACRE 10-10-10 FERTILIZER. MULCH APPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT AT A RATE OF 0.10 GALLONS PER SQUARE YARD, NETTING SUCH AS LIGHTWEIGHT PLASTIC, COTTON, JUTE, WIRE, OR PAPER NETS STAPLED OVER THE MULCH ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS, OR A MULCH ANCHORING TOOL SUCH AS A DISK SET NEARLY STRAIGHT. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. PREPARE SEEDBED BY RIPPING, CHISELING, HARROWING, OR PLOWING TO DEPTH OF SIX INCHES SO AS TO PRODUCE A LOOSE, FRIABLE SURFACE. REMOVE ALL STONES, BOULDERS, STUMPS, OR DEBRIS FROM THE SURFACE WHICH WOULD PROHIBIT GERMINATION OR PLANT GROWTH. INCORPORATE INTO THE SOIL 800 TO 1,000 POUNDS OF 10-10-10 FERTILIZER PLUS 500 POUNDS OF 20-PERCENT SUPERPHOSPHATE PER ACRE AND TWO TONS OF DOLOMITIC LIME PER ACRE UNLESS SOIL TESTS INDICATE THAT A LOWER RATE OF LIME CAN BE USED. SEED AREA AND INSTALL EROSION CONTROL MATTING PER MANUFACTURER'S DETAIL. MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN STRAW PER ACRE AND EITHER CRIMP STRAW INTO SOIL OR TACK WITH LIQUID ASPHALT AT 400 GALLONS PER ACRE OR EMULSIFIED ASPHALT AT 300 GALLONS PER ACRE.PERMANENT SEEDING SEEDING MIXTURE SOFT RED WINTER WHEAT 50 SPECIES RATE (lb/ACRE) RIVIERA BERMUDA (HULLED) 25 RIVIERA BERMUDA (UNHULLED) 25 "COOL SEASON" SEPTMEBER 1 - FEBRUARY 28 GERMAN, BROWN TOP, 50 SPECIES RATE (lb/ACRE) OR FOX TAIL MULLET RIVIERA BERMUDA (HULLED) 50 "WARM SEASON" MARCH 1 - AUGUST 31 PERMANENT SEEDING IN AREAS RECEIVING EROSION CONTROL MATTING OVERALL SITE SEEDING, SPRIGGING, AND SODDING SEED, SPRIGG, & SOD ALL DISTURBED AREAS IN ACCORDANCE WITH LAWNS AND GRASSES SPECIFICATIONS AND L104 (SODDING AND SPRIGGING PLAN). SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE: ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. TEMPORARY SEEDING LATE WINTER/EARLY SPRING TEMPORARY SEEDING SUMMER TEMPORARY SEEDING FALL Not to Scale TEMPORARY AND PERMANENT SEEDING Not to Scale PROTECTION FENCE 2"-5" (5-12.5cm) 6 2 4 12"(30cm) 6" (15cm) 6" (15cm) 4"-6" (10-15cm) 8 6" (15cm) 5 7 4"(10cm) 3 1 A B C A B C NOTES: *Horizontal staple spacing should be altered if necessary to allow staples to secure the critical points along the channel surface. **In loose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the RECP's. CRITICAL POINTS A. Overlaps and Seams B. Projected Water Line C. Channel Bottom/Side Slope Vertices 4"(10cm) 6" (15cm) 2"-5" (5-12.5cm) 3B 4 2 5 1 3A 12"(30cm) 6" (15cm) 6" (15cm) 3"(7.5cm) *NOTE: In loose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the RECP's. Not to Scale NAG - EROSION CONTROL BLANKETECB This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C9 0 2 D E T A I L S Ja n u a r y 0 2 , 2 0 2 5 0 4 : 0 2 : 5 5 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 2 0 5 - E S C P D T L S . d w g ER O S I O N C O N T R O L DE T A I L S C902 01 / 0 2 / 2 0 2 5 AM R JD H AM R Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D STRAW BALE STRAW BALE (TYP) 10 mil PLASTIC LINING VARIES 10' MINIMUM BINDER WIRE NATIVE MATERIAL (OPTIONAL) STAPLES (2 PER BALE) WOOD OR METAL STAKES (2 PER BALE) SECTION B-B NOT TO SCALE 10 mil PLASTIC LINING B B PLAN NOT TO SCALE TYPE "ABOVE GRADE" WITH STRAW BALES 2" 8"1.12" DIA STEEL WIRE STAPLE DETAIL 10' MINIMUM VARIES 10 mil PLASTIC LINING 10 mil PLASTIC LINING WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMETER WITH TWO STAKES TWO-STACKED 2X12 ROUGH WOOD FRAME STAKE (TYP) TYPE "ABOVE GROUND" WITH WOOD PLANKS SECTION B-B NOT TO SCALE B B VARIES 10' MINIMUM AA 10 mil PLASTIC LINING 10 mil PLASTIC LINING SANDBAG BERM BERM 3'LATH AND FLAGGING ON 3 SIDES SECTION A-A NOT TO SCALE SANDBAG TYPE "BELOW GRADE" CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) PLYWOOD 48"X24" PAINTED WHITE BLACK LETTERS 6" HEIGHT LAG SCREWS 36" 36" CONCRETE WASHOUT WOOD POST 3.5"X3.5"X8' NOTES: 1.CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 2.MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED. 3.HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION. OBJECTIVE: THE BEST MANAGEMENT PRACTICE OBJECTIVES FOR CONCRETE WASHOUT ARE TO: (A) COLLECT AND RETAIN ALL THE CONCRETE WASHOUT WATER AND SOLIDS IN LEAK PROOF CONTAINERS, SO THAT THIS CAUSTIC MATERIAL DOES NOT REACH THE SOIL SURFACE AND THEN MIGRATE TO SURFACE WATERS OR INTO THE GROUND WATER, AND (B)RECYCLE 100 PERCENT OF THE COLLECTED CONCRETE WASHOUT WATER AND SOLIDS. WASHOUT CONTAINERS: DIFFERENT TYPES OF WASHOUT CONTAINERS ARE AVAILABLE FOR COLLECTING, RETAINING, AND RECYCLING THE ASHWATER AND SOLIDS FROM WASHING DOWN MIXED TRUCK CHUTES AND PUMP TRUCK HOPPERS AT CONSTRUCTION SITES. ·HAY BALE AND PLASTIC WASHOUT PIT ·VINYL WASHOUT CONTAINER ·METAL WASHOUT CONTAINER SITING WASHOUT FACILITIES: CONCRETE WASHOUT FACILITIES, SUCH AS WASHOUT PITS AND VINYL OR METAL WASHOUT CONTAINERS, SHOULD BE PLACED IN LOCATIONS THAT PROVIDE CONVENIENT ACCESS TO CONCRETE TRUCKS, PREFERABLY NEAR THE AREA WHERE CONCRETE IS BEING POURED. HOWEVER THEY SHOULD NOT BE PLACED WITHIN 50 FEET OF STORM DRAINS, OPEN DITCHES, OR WATERBODIES. APPROPRIATE GRAVEL OR ROCK SHOULD COVER APPROACHES TO CONCRETE WASHOUT FACILITIES WHEN THEY ARE LOCATED ON UNDEVELOPED PROPERTY. ON LARGE SITES WITH EXTENSIVE CONCRETE WORK, WASHOUTS SHOULD BE PLACED AT MULTIPLE LOCATIONS FOR EASE OF USE BY READY MIXED TRUCK DRIVERS. IF THE WASHOUT FACILITY IS NOT WITHIN VIEW FROM THE POUR LOCATION, SIGNAGE WILL BE NEEDED TO DIRECT THE TRUCK DRIVERS. Not to Scale CONCRETE WASHOUTCW 3' FILTER FABRIC ON GROUND STEEL FENCE POST WIRE FENCE HARDWARE CLOTH FILTER OF #57 WASHED STONE BURY 6" OF UPPER EDGE OF FILTER FABRIC IN TRENCH BURY WIRE FENCE AND HARDWARE CLOTH TOP OF SILT FENCE MUST BE AT LEAST 1' ABOVE THE TOP OF THE WASHED STONE SILT FENCE STEEL FENCE POST SET MAX 2' APART MIN. 18" INTO SOLID GROUND BURY WIRE FENCE, FILTER FABRIC, AND HARDWARE CLOTH IN TRENCH 4' MIN. NOTES: 1.REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. 2.REPLACE STONE AS NEEDED TO ENSURE DEWATERING. MAINTENANCE SEE SILT FENCE THIS SHEET FOR MAINTENANCE INFORMATION. SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POINTS OF SILT FENCE AND AREAS WHERE RUNOFF MAY CONCENTRATE CAUSING DAMAGE TO SILT FENCE. CONTRACTOR TO INSTALL OUTLETS AS NECESSARY TO ENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT THE DURATION OF CONSTRUCTION . Not to Scale SILT FENCE ROCK OUTLETSFO This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C9 0 3 D E T A I L S Ja n u a r y 0 2 , 2 0 2 5 0 4 : 0 3 : 0 6 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 2 0 5 - E S C P D T L S . d w g ER O S I O N C O N T R O L DE T A I L S C903 01 / 0 2 / 2 0 2 5 AM R JD H AM R Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D 6" C U R B TOP OF 6" CURB2' TAPER PVMT. / GUTTER ELEVATION PVMT. SURFACE 2" END OF CURB END OF CURB PVMT. SURFACE PLAN VIEW SECTION VIEW 2' TAPER GUTTER Not to Scale CURB END TRANSITIONC 1.ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL COMPLY WITH LOCAL AND STATE BUILDING CODE. 2.ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDING ENTRANCES, AND PUBLIC STREETS SHALL NOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. 3.UNLESS OTHERWISE SHOWN ON THE PLANS, THE MINIMUM CLEAR ROUTE SHALL BE 36" WIDE WITH A 60" X 60" PASSING SPACE EVERY 200 FEET. 4.ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITH THE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACH END WITH A MINIMUM 48" LEVEL LANDING IN BETWEEN. 5.THE ACCESSIBLE ROUTE IN FRONT OF PULL - IN PARKING SHALL BE A MINIMUM OF 44" WIDE AND NOT REDUCED BY VEHICLE OVERHANGS, CURBING, SIGN POSTS, OR OTHER OBSTRUCTIONS. 6.ANY WALK THAT CROSSES OR ADJOINS A VEHICULAR WAY NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS SHALL BE DEFINED BY A CONTINUOUS 36" WIDE DETECTABLE WARNING. 7.A CURB RAMP SHALL HAVE A DETECTABLE WARNING COMPLYING WITH SECTION 705 OF THE ACCESS BOARD GUIDELINES AND STANDARDS. THE DETECTABLE WARNING SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP (EXCLUSIVE OF FLARED SIDES) AND SHALL EXTEND EITHER THE FULL DEPTH OF THE CURB RAMP OR 24 INCHES (610 MM) DEEP MINIMUM MEASURED FROM THE BACK OF THE CURB ON THE RAMP SURFACE.. VERIFY LOCAL REQUIREMENTS WITH THE BUILDING DEPARTMENT. IF TRUNCATED DOMES ARE USED, SEE DETAIL THIS SHEET. 8.SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6" INCLUDING BUT NOT LIMITED TO RESTRICTION ON SLOPE, TOTAL RISE BETWEEN LANDINGS, AND USE OF HANDRAILS, PER F.B.C 11-4.8. 9.PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC RIGHT- OF -WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, SHALL MEET THE REQUIREMENTS OF STATE D.O.T GUIDELINES 10.WHEN ACCESSIBLE PARKING ABUTS CURB OR EDGE OF PAVEMENT, PLEASE REFER TO DETAIL FOR STRIPING COLOR, STALL DIMENSIONS AND SLOPE. 11.CHANGE IN LEVEL ALONG ACCESSIBLE ROUTE IS NOT TO EXCEED 12" WITHOUT A RAMP PER SECTION 11-4.3.8. 36"36" 44"48" 44"60" A MINIMUM DIMENSION B NO DOORWAY AT INSWING/SLIDING DOOR AT OUTSWING DOOR RAMP LOCATION NOTES: 1.THE SURFACE OF RAMP SHALL HAVE DETECTABLE WARNINGS AS SHOWN. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES. SEE DETECTABLE WARNINGS DETAIL. 2. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP. 3. CONSTRUCT PER A.D.A. STANDARDS. 4.REFER TO PLANS FOR ADJACENT SLOPES. 5.THE CROSS SLOPE OF THE RAMP SURFACE SHALL BE NO GREATER THAN 1:50. 60"60"TOP OF RAMP SECTION B-B - CROSS SLOPE GUTTER Max. 12:1 RAMP SECTION A-A - RUNNING SLOPE 6' (TYP.) MAX. SLOPE 2.0% 6' MIN @ 12:1 (RAMP) 5' MIN. @ 10:1 (FLARE)36" MIN. 6' MIN @ 12:1 (RAMP) 5' MIN. @ 10:1 (FLARE) TOP OF CURB DROP CURB (CURB & GUTTER SHOWN)MAX. SLOPE 0.02 2' DETECTABLE WARNING DOMES 0.02 - MIN. 0.08 - MAX 4" MIN. SIDEWALK ELEVATION Max. 12:1 RAMP 6' (TYP.)36"x 36" MIN. DROP CURB (SPILL CURB SHOWN)MAX. SLOPE 0.02 2' DETECTABLE WARNING DOMES 0.02 - MIN. 0.08 - MAX 4" MIN. 36"x 36" MIN. TRUNCATED DOME PLAN VIEW NOTES: TRUNCATED DOME SPACING TRUNCATED DOME SECTION1.ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIDGID PRECAST OR EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWEED ON EXISTING RAMPS WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE. RESURFACING). 2.RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH, BUT NOT BE LESS THAN THE WIDTH OF SIDEWALK LEADING TO BACK OF RAMP. 3.DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL. 4.DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS. 5.THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED PERPENDICULAR TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE DETECTABLE WARNING SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5 PERCENT, DOME ORIENTATION IS LESS CRITICAL. 6.DECTECTABLE WARNING AREA SHALL CONTRAST VISUALLY WITH ADJACENT WALKING SURFACES EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT. 7.IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE. 8.MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD. 9.LOCATE ENTIRE WARNING BEHIND CURB LINE TO MINIMIZE VEHICLES RIDING OVER THIS FEATURE. 4'-0" MIN. WIDTH COVERED WITH DETECTABLE WARNING MAT (MATCH WIDTH OF RAMP) NOTE: DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE OF TRUNCATED DOMES AND SHALL COMPLY WITH A.D.A. ACCESSIBILITY GUIDELINES SECTION 705 DETECTABLE WARNINGS GENERAL NOTES: Not to Scale ACCESSIBLE RAMP GENERAL NOTESE R7-1D - R7-1R - R7-1L R8-3A EXIT ONLY ONLY ENTRANCE W5403 18"x12" EXIT ONLY ENTRANCE ONLY 18"x12" W5402 W11-A2 PEDESTRIAN CROSSING NO PARKING NO PARKING (SYMBOL) X2485 - X2486 - X2487 NO PARKING - FIRE LANE R5-2 NO TRUCKS TRUCKS NO UNLESS OTHERWISE NOTED ON PLANS R3-5L R3-5R R3-5S R3-6L R3-6R R6-2L R6-2R Not to Scale STANDARD SITE SIGNAGE NOTE: CURB SLOPE TO MATCH P.C. CONCRETE BA C K O F C U R B SUBGRADE AND COMPACTIONPAVEMENT SECTIONS, SUBBASE,SEE PAVING DETAILS FOR REQUIREMENTS. A TRAVERSE AND LOGITUDINAL. ADJACENT PAVEMENT, A REFERENCE PAVEMENT SECTION Not to Scale FLUSH CURBid SI D E W A L K / FR O N T O F MATCH ADJACENT CURB OVERALL WIDTH TRANSITION TO ADJACENT CURB AND GUTTER MAY BE SUBJECT TO ADA REQUIREMENTS Max. 12:1 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. R O D R I G UEZE NGI N E E R PR O F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C9 0 4 S I T E C O N S T R U C T I O N D E T A I L S Ja n u a r y 0 2 , 2 0 2 5 0 4 : 0 3 : 3 3 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 9 0 1 - S I T E - D T L S . d w g SI T E C O N S T R U C T I O N DE T A I L S C904 01 / 0 2 / 2 0 2 5 AM R JD H AM R Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C9 0 5 S I T E C O N T R U C T I O N D E T A I L S Ja n u a r y 0 2 , 2 0 2 5 0 4 : 0 3 : 4 8 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 9 0 1 - S I T E - D T L S . d w g SI T E C O N T R U C T I O N DE T A I L S C905 01 / 0 2 / 2 0 2 5 AM R JD H AM R This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. R O D R I G UEZE NGI N E E R PR O F E SSIO N A LSEAL 057029 Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D WAWA DEVELOPER DETAILS LEGEND: WAWA FENCE DETAILS NOTES: ” ” ” ” ” ” ” “” ” “” ” ” ”” “” ” TYPICAL CONCRETE JOINT PLAN DETAIL WAWA PAVEMENT DETAILS TYPICAL "PAD COMPLETE" DELIVERY DETAIL WAWA LANDSPACE SPECIFICATIONS WAWA PAVEMENT DETAILS CHAIN LINK FENCE DETAIL CONCRETE SIDEWALK ” This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. R O D R I G UEZE NG I N E E R PRO F E SSIO N A LSEAL 057029 WA W A D E T A I L S C906 01 / 0 2 / 2 0 2 5 AM R JD H AM R Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D WAWA UTILITY DETAILS ONE WAY CLEAN-OUT DETAIL TWO WAY CLEAN-OUT DETAIL GREASE TRAP DETAIL This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. R O D R I G UEZE NG I N E E R PRO F E SSIO N A LSEAL 057029 WA W A D E T A I L S C907 01 / 0 2 / 2 0 2 5 AM R JD H AM R Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D A LANDSCAPEDBITUMINOUS A EMERGENCY FUEL PUMP SHUT-OFF ADA PARKING SIGNAGE PENALTY $100-$500 FINE TOW-AWAY ZONE AIR PUMP STANDARD DETAIL AIR PUMP PARKING DETAIL AIR PUMP PARKING SIGN DETAIL EMERGENCY PUMP SHUTOFF ("E-STOP") DETAIL STANDARD BICYCLE RACK DETAIL ADA PARKING SPACE STRIPING DETAIL BOLLARD DETAIL AUGER BORE AUGER BORE AUGER BORE BOLLARD SPACING/DIMENSION DETAIL MOUNTABLE CURB/ISLAND AND STAMPED CONCRETE DETAIL WAWA SITE DETAILS VAN ACCESSIBLE RESERVED PARKING LIGHT POLE W/ STANDARD ANCHORING DETAIL SIGN POST VAN VAN VAN This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. R O D R I G UEZE NG I N E E R PRO F E SSIO N A LSEAL 057029 WA W A D E T A I L S C908 01 / 0 2 / 2 0 2 5 AM R JD H AM R Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D Not to Scale INTERFERENCE STORM DRAIN MAN HOLE Not to Scale STANDARD MAN-HOLE RING AND COVER Not to Scale CATCH BASIN Not to Scale GUIDELINES FOR SUBDRAIN Not to Scale STANDARD MAN-HOLE VENTED SECTION Not to Scale CATCH BASIN CASTING FOR 30" HOOD AND GRATE Not to Scale CATCH BASIN CASTING FOR 24" HOOD AND GRATE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. R O D R I G UEZE NG I N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C9 0 7 S T O R M C O N S T R U C T I O N D E T A I L S Ja n u a r y 0 2 , 2 0 2 5 0 4 : 0 7 : 1 0 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 9 1 0 - S T O R M D E T A I L S . d w g 01 / 0 2 / 2 0 2 5 ST O R M D E T A I L S C909 AM R JD H AM R Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D HDPE / PVC SPRING LINE HAUNCHING BEDDING SUITABLE FOUNDATION FINISHED GRADE AS SPECIFIED BY MANUFACTURER (12" MIN) NON-WOVEN GEOTEXTILE FABRIC TO PREVENT THE MIGRATION OF FINES HDPE NOTES: 1.ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMO PLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS" - LATEST EDITION. 2.MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL WHEN REQUIRED. 3.WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 4.SUITABLE MATERIAL BEDDING SHALL BE CLASS I WORKED BY HAND. IF GROUNDWATER IS ANTICIPATED THEN BEDDING SHALL BE CLASS 1-B COMPACTED TO 95% STANDARD PROCTOR. 5.HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS I OR CLASS II COMPACTED TO 95% STANDARD PROCTOR. 6.INITIAL BACKFILL SHALL BE CLASS I, WORKED BY HAND, OR CLASS II OR CLASS III COMPACTED TO 95% STANDARD PROCTOR. 7.INITIAL BACKFILL NOT UNDER PAVED AREAS CAN BE CLASS III COMPACTED TO 90% STANDARD PROCTOR. 8.FINAL BACKFILL SHALL BE CLASS I, II, OR III COMPACTED AS NOTED IN NOTES 3 AND 4. 9.FINAL BACKFILL NOT UNDER PAVED AREAS CAN BE IV-A COMPACTED TO 95% STANDARD PROCTOR. 10.ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE WITH ASTM D2321 - LATEST EDITION. 11.ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE WITH ASTM D698. CLASS III AND IV-A MATERIALS SHALL BE COMPACTED NEAR OPTIMUM MOISTURE CONTENT. 12.FILL SLAVAGED FROM EXCAVATION SHALL BE FREE OF DEBRIS ORGANICS AND ROCKS LARGER THAN 3". 13.ALL TRENCH EXCAVATIONS SHALL BE SLOPED SHORED, SHEETED, BRACED, OR OTHERWISE SUPPORTED IN COMPLIANCE WITH OSHA REGULATIONS AND LOCAL ORDINANCES. 14.DITCH CHECKS SHALL BE PLACED 400' O.C. MAX AND AT LEAST ONE BETWEEN EVERY STRUCTURE. CHECKS SHALL CONSIST OF LEAN CONCRETE PLACED UP TO 1' ABOVE THE STONE BACKFILL TO PREVENT THE MIGRATION OF FINES. Not to Scale SANITARY SEWER TRENCHING AND BEDDING Not to Scale PIPE TRENCH TYPICAL Not to Scale TYPICAL UTILITY LOCATION IN R.O.W. This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. R O D R I G UEZE NG I N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C9 0 8 S T O R M C O N S T R U C T I O N D E T A I L S Ja n u a r y 0 2 , 2 0 2 5 0 4 : 0 7 : 1 5 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 9 1 0 - S T O R M D E T A I L S . d w g 01 / 0 2 / 2 0 2 5 ST O R M D E T A I L S C910 AM R JD H AM R Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. R O D R I G UEZE NG I N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C9 0 9 U T I L I T Y C O N S T R U C T I O N D E T A I L S Ja n u a r y 0 2 , 2 0 2 5 0 4 : 1 1 : 0 3 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 9 0 9 - U T I L I T Y D E T A I L S . d w g 01 / 0 2 / 2 0 2 5 UT I L I T Y D E T A I L S C911 AM R JD H AM R Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 NO R T H CAROLI N A A L E X M. R O D R I G UEZE NG I N E E R PRO F E SSIO N A LSEAL 057029 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : C9 1 0 U T I L I T Y C O N S T R U C T I O N D E T A I L S Ja n u a r y 0 2 , 2 0 2 5 0 4 : 1 1 : 1 2 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ C 9 0 9 - U T I L I T Y D E T A I L S . d w g 01 / 0 2 / 2 0 2 5 UT I L I T Y D E T A I L S C912 AM R JD H AM R Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D G G G G G GGG G G G G G G G G GGGG UE UE UE UE UE UE UE UE UE WWWWWWWWWW 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS SS SS SS SS SS SS SS M 2' ' W 2''W 2''W 2''W 2''W 2''W 2''W 2' ' W W W W W W W W W M BSL BSL BSL BSL BSL LSB LSB LSB LSB LSB LS B LS B LS B LS B LS B LSB LSBLSBLSBLSB LS B LS B LS B LS B LS B M UE UE UE UE UE UE UE UEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUE UE Market Street ^ ^ ^ ^ ^ ^ ^ // //// // //// // ////// ////// //// ////////////// // // // // // // // // // // // // // // // // // // // //// // //// // // //// // //// // //// // //// PROPERTY LINE (TYP.) // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // MULCH LINE (TYP.) 120' TRE E COVER A G E 33 AG 33 ID ////////////////////////////////////////////////// //////////////////////////////////////////////////// //16 CC BUILDING FACE A BUILDING FACE B BU I L D I N G F A C E C BU I L D I N G F A C E D // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // //// // // // // // //// 67 MC 36 PV 206 sf LM 6 ML 16 QV 15 UP 23 CK SYMBOL CODE QTY COMMON NAME BOTANICAL NAME METHOD SIZE CANOPY TREES QV 16 SOUTHERN LIVE OAK QUERCUS VIRGINIANA F.G., B & B 10` MIN HEIGHT UP 15 DRAKE ELM ULMUS PARVIFOLIA 'DRAKE'F.G., B & B 10` MIN HEIGHT UNDERSTORY TREES CC 16 EASTERN REDBUD CERCIS CANADENSIS F.G., B & B 8` MIN HEIGHT CK 23 KOUSA DOGWOOD CORNUS KOUSA F.G., B & B 8` MIN HEIGHT ML 6 LITTLE GEM DWARF SOUTHERN MAGNOLIA MAGNOLIA GRANDIFLORA 'LITTLE GEM'F.G., B & B 8` MIN HEIGHT SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONTAINER SPACING SHRUBS AG 33 GLOSSY ABELIA ABELIA X GRANDIFLORA CONT.36" O.C. ID 33 DWARF BURFORD HOLLY ILEX CORNUTA 'DWARF BURFORD'CONT.30" O.C. MC 67 PINK MUHLY GRASS MUHLENBERGIA CAPILLARIS CONT.24" O.C. PV 36 SWITCH GRASS PANICUM VIRGATUM CONT.24" O.C. GROUND COVERS LM 206 SF LILYTURF LIRIOPE MUSCARI FLAT 12" O.C. PLANT SCHEDULE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 Pl o t t e d B y : Ha y e s , J a k e S h e e t S e t : Wa w a - O d g e n L a y o u t : L1 0 0 L A N D S C A P E P L A N Ja n u a r y 0 2 , 2 0 2 5 0 4 : 1 1 : 3 5 p m K: \ C H L _ P R J \ W A W A \ 0 1 6 4 3 9 - C a p i t a l G r o w t h ( C L T ) \ 0 0 1 - M i d d l e S o u n d , O g d e n \ 0 2 - D W G \ P l a n S h e e t s \ L 1 0 0 - L A N D S C A P E P L A N . d w g LA N D S C A P E PL A N L100 N O R T H 01 / 0 2 / 2 0 2 5 LANDSCAPE NOTES: 1.ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 3" OF TOPSOIL. DO NOT MOUND MULCH AGAINST ROOT FLARES. 2.ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. 3.ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 4.ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 5.ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED. 6.ANY DISTURBED GRASS AREA IS TO BE REPLANTED. ALL SLOPES 3:1 OR GREATER SHALL BE SEEDED WITH SLOPE MASTER NO-MOW MIX OR OWNER APPROVED EQUAL. 7.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE CONSTRUCTION. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE WARRANTY PERIOD. 11.ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 12.THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR WARRANTY PERIOD. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 13.STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14.ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES, AND SHALL BE STATE STANDARD OR BETTER 15.ALL INVASIVE / EXOTIC SPECIES AND PROHIBITED TREE SPECIES SHALL BE REMOVED FROM SITE, INCLUDING ROOT BALLS TO THE EXTENT POSSIBLE WITH NO DAMAGE TO ADJACENT EXISTING TREES. 16.IF IRRIGATION IS REQUIRED, CONTRACTOR TO DESIGN BUILD SYSTEM AND VERIFY ALL PRODUCTS WITH LANDSCAPE ARCHITECT. 17.TREE SUPPORT MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS "ESTABLISHED" (AS APPROVED BY THE LANDSCAPE ARCHITECT). 18.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL UTILITIES ARE ADEQUATELY SCREENED WITH THE REQUIRED PLANTING MATERIAL AND VERIFY PLANT SPECIES WITH LANDSCAPE ARCHITECT. 19.ALL PLANT SPECIFICATIONS IN THE PLANT SCHEDULE SHALL BE CONSIDERED THE MINIMUM ALLOWABLE SPECIFICATIONS. CONTRACTOR SHALL PROCURE PLANT MATERIALS AND UPSIZE AS NECESSARY TO MEET THE MOST STRINGENT SPECIFICATION. MISC. QTY BOTANICAL/COMMON NAME SPECIFICATIONS MULCH TBD HARDWOOD MULCH 3" DEPTH MINIMUM, SHREDDED, FREE OF WEEDS/INVASIVE PLANT MATERIAL SOD TBD BERMUDA GRASS ROLLED TIGHT, 100% WEED/INSECT/DISEASE FREE GROUNDCOVER NOTES: 1.ESTABLISH SOD IN AREAS SHOWN ON LANDSCAPE PLAN. SEE SPECIFICATIONS FOR MORE INFORMATION. 2.ALL AREAS WITH PROPOSED LANDSCAPE MATERIAL SHALL RECEIVE A MINIMUM THREE (3) INCHES OF SHREDDED HARDWOOD MULCH. SEE LANDSCAPE PLAN FOR MULCH BOUNDARY LINES. SEE LANDSCAPE DETAILS FOR TYPICAL MULCH AREA DIMENSIONS. 3.ALL DISTURBED AREAS BEYOND SOD AREAS SHALL BE SEEDED PER EROSION CONTROL PLANS. SEE SPECIFICATIONS FOR MORE INFORMATION. A N I LORACHTRON No. 1748 N A T HAN A . T ID DR E G I S TERED L A NDSCAP E A RCHITECT MH MH NA T Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 LA N D S C A P E D E T A I L S L150 4 3 6 7 8 9 10 11 5 3X ROOTBALL WIDTH MIN. 6" 12" TYP. TRUNK/ROOT BALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT. 1 6" DIA. CLEAR OF MULCH AT TRUNK FLARE.2 3" MINIMUM MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES SHALL BE 6' DIAMETER (MIN.) OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 3 4" HIGH BERM, FIRMLY COMPACTED.4 TREE FROG ANCHOR SYSTEM INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 5 FINISHED GRADE. (SEE GRADING PLAN)6 TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. 7 PREPARED PLANTING SOIL AS SPECIFIED.8 TOP OF ROOTBALL SHALL BE 1" ABOVE FINISHED GRADE. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 24" IN DIAMETER MAY SIT ON COMPACTED EARTH. 9 UNDISTURBED NATIVE SOIL.10 SCARIFY BOTTOM AND SIDES OF PLANTING PIT. 11 TREE PLANTING SECTION / PLAN PLAN SECTION MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM NOTES: A.FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B.REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C.PRUNE ALL TREES IN ACCORDANCE WITH ANSI A-300. 1 2 NTS 1 MAINTAIN 12" DEAD ZONE AT BED EDGE. REFER TO PLANT SCHEDULE FOR SPACING. BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. X X NOTES: A.CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B.WHEN SHRUBS ARE PRUNED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM MASS / HEIGHT. C.ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNERS REPRESENTATIVE. 4" TY P . 4" TYP. 3X ROOT BALL WIDTH MINIMUM 1 3 4 10 'X' 5 88 6 7 6 7 9 2 SHRUB/GROUNDCOVER PLANTING SECTION / PLAN NTS PLAN SECTION TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 1 PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT. 2 3" MULCH LAYER AS SPECIFIED. 3 EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 4 FINISHED GRADE (SEE GRADING PLAN). 5 PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES) NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES, ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 6 SCARIFY OF PLANTING PIT SIDES AND BOTTOM. 7 4" HIGH BERM FIRMLY COMPACTED. 8 UNDISTURBED NATIVE SOIL.9 FERTILIZER TABLETS (MAX 3" DEEP) 10 3 NOTES: A.EXCAVATE A CONTINUOUS 24" DEEP PIT (FROM TOP OF CURB) FOR ENTIRE LENGTH AND WIDTH OF ISLAND & BACKFILL WITH APPROVED PLANTING MIX. B.PROTECT AND RETAIN ALL CURBS AND BASE. COMPACTED SUBGRADE TO REMAIN FOR STRUCTURAL SUPPORT OF CURB SYSTEM (TYP). C.ALL ISLANDS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATION RATES ARE 2" PER HOUR OR LESS. WIDTH VARIES - SEE PLANS SEE NOTE 1 2 3 PLANTED PARKING LOT ISLANDS/MEDIANS SECTION NTS CROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE PLANS).1 CLEAR ZONE: 36" MIN. FROM BACK OF CURB TO CENTER OF NEAREST SHRUB. CLEAR ZONE SHALL CONTAIN 3" CONTINUOUS MULCH OR TURF, SEE PLANS. 2 2" MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MULCH.3 4 NOTES: 1.CLEAR ZONE: 36" MIN. FROM BUILDING TO CENTER OF NEAREST SHRUB. 2.INSTALL SPECIFIED MULCH: 24" MIN. FROM BUILDING. SPECIFIED MULCH TO BE INSTALLED AT A DEPTH OF 3" (MIN.) PLANTINGS ADJACENT TO BUILDINGS SECTION NTS 24" MIN. CLEAR MIN. 1/2 MATURE SHRUB WIDTH BUILDING SPECIFIED MULCH 6 2'-0" MIN. CLR. MIN. 1/2 MATURE SHRUB WIDTH 1 2 PARKING SPACE/CURB PLANTING SECTION NTS INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN. MULCH SHALL BE MIN. 3" DEEP. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24" OF A PARKING SPACE ON ANY SIDE. 1 CURB / PARKING LOT EDGE.2 7 A N I LORACHTRON No. 1748 N A T HA N A . T I D DR E G I ST ERED L A NDSCA P E A RCHITECT MH MH NA T 01 / 0 2 / 2 0 2 5 Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . WA W A - O G D E N CA P I T A L G R O W T H - B U C H A L T E R 01 6 4 3 9 0 0 5 LA N D S C A P E N O T E S L151 TYPICAL LANDSCAPE SPECIFICATIONS A.SCOPE OF WORK 1.THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS, AS INCLUDED IN THE PLANT LIST, AND AS SPECIFIED HEREIN. 2.WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER. B.PROTECTION OF EXISTING STRUCTURES 1.ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION ITEMS, AND PLANTING ALREADY COMPLETED OR ESTABLISHED AND DESIGNATED TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL NECESSARY BMP DEVICES ACCORDING TO ALL REGULATORY AGENCY'S STANDARDS THROUGH THE DURATION OF ALL CONSTRUCTION ACTIVITIES. 3.THE CONTRACTOR SHALL SUBMIT A DETAILED PROJECT SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN UNLESS THE WORK REQUIRES NOTHING MORE THAN A DIRECT APPLICATION OF DOT DESIGN STANDARDS, INDEX 600. IF A DIRECT APPLICATION OF INDEX 600 IS PROPOSED, THE CONTRACTOR SHALL SUBMIT IN WRITING A STATEMENT INDICATING THE STANDARD INDEX AND PAGE NUMBER NO LESS THAN 10 BUSINESS DAYS PRIOR TO START OF CONSTRUCTION. WHEN A DIRECT APPLICATION OF DOT STANDARD INDEX 600 IS NOT ACCEPTABLE A PROJECT SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN SHALL BE PREPARED BY A FLORIDA PROFESSIONAL ENGINEER WHO HAS SUCCESSFULLY COMPLETED ADVANCED TRAINING IN MAINTENANCE OF TRAFFIC, AS DEFINED BY DOT FOR APPROVAL BY THE COUNTY ENGINEER'S REPRESENTATIVE. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNER OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE OWNER AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR; REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA; LOCATING ALL UNDERGROUND FACILITIES DURING CONSTRUCTION; THE SAFETY AND PROTECTION THEREOF; REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. C.PROTECTION OF EXISTING PLANT MATERIALS 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBS EXISTING OR OTHERWISE, CAUSED BY CARELESS EQUIPMENT OPERATION, MATERIAL STOCKPILING, ETC... THIS SHALL INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP-LINE AND SPILLING OIL, GASOLINE, OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP-LINE. NO MATERIALS SHALL BE BURNED ON SITE. EXISTING TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/OR UNSIGHTLY SHALL BE REPLACED AT THE COST TO THE CONTRACTOR OF THREE HUNDRED DOLLARS ($300) PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20) PERCENT PER INCH OVER FOUR (4) INCHES CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6) INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND TWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER. 2.SEE TREE MITIGATION PLAN AND NOTES, IF APPLICABLE. D.MATERIALS 1.GENERAL MATERIAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON SITE OR AS DETERMINED BY THE OWNER. UPON APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE. MATERIAL SAMPLE SIZE MULCH ONE (1) CUBIC FOOT TOPSOIL MIX ONE (1) CUBIC FOOT PLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY) 2.PLANT MATERIALS a.PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS. ALL PLANTS SHALL BE DETERMINED BY THE STATE DIVISION OF PLANT INDUSTRY. ALL PLANTS SHALL BE HEALTHY, VIGOROUS, SOUND, WELL-BRANCHED, AND FREE OF DISEASE AND INSECTS, INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY WITH APPROVAL FROM OWNER OR OWNER'S REPRESENTATIVE. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE OWNER'S REPRESENTATIVE. b.MEASUREMENTS: THE HEIGHT AND/OR WIDTH OF TREES SHALL BE MEASURED FROM THE GROUND OR ACROSS THE NORMAL SPREAD OF BRANCHES WITH THE PLANTS IN THEIR NORMAL POSITION. THIS MEASUREMENT SHALL NOT INCLUDE THE IMMEDIATE TERMINAL GROWTH. PLANTS LARGER IN SIZE THAN THOSE SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE OWNER. IF THE USE OF LARGER PLANTS IS APPROVED, THE BALL OF EARTH OR SPREAD OF ROOTS SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. c.INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF ROOT BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE. E.SOIL MIXTURE (PLANTING MEDIUM, PLANTING MIX, TOPSOIL MIX) 1.CONTRACTOR SHALL TEST EXISTING SOIL AND AMEND AS NECESSARY IN ACCORDANCE WITH THE GUIDELINES BELOW: 2.SOIL MIXTURE (PLANTING MEDIUM FOR PLANT PITS) SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONE PART SAND, AS DESCRIBED BELOW. CONTRACTOR TO SUBMIT SAMPLES AND PH TESTING RESULTS OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO PLANT INSTALLATION OPERATIONS COMMENCE. a.TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT PITS SHALL BE FERTILE, FRIABLE, AND OF A LOAMY CHARACTER; REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHER LITTER; FREE OF ROOTS, STUMPS, STONES LARGER THAN 2" IN ANY DIRECTION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT DECOMPOSED ORGANIC MATTER AND HAVE A PH BETWEEN 5.5 AND 7.0. b.SAND SHALL BE COARSE, CLEAN, WELL-DRAINING, NATIVE SAND. 2.TREES SHALL BE PLANTED IN THE EXISTING NATIVE SOIL ON SITE, UNLESS DETERMINED TO BE UNSUITABLE - AT WHICH POINT THE CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE TO DISCUSS ALTERNATE RECOMMENDATION PRIOR TO PLANTING. F.WATER 1.WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN ADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS, HOSES, SPRINKLERS, ETC.... IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER. * WATERING/IRRIGATION RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. G.FERTILIZER CONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION TYPE, AND SITE'S PROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE NATURALLY-DERIVED. * FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. H.MULCH 1.MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED AT A DEPTH OF THREE (3) INCHES. CLEAR MULCH FROM EACH PLANT'S CROWN (BASE). MULCH SHALL BE "FLORIMULCH," EUCALYPTUS MULCH, OR SIMILAR SUSTAINABLY HARVESTED MULCH UNLESS SPECIFIED OTHERWISE. 2.PROVIDE A THREE (3) INCH MINIMUM LAYER OF SPECIFIED MULCH OVER THE ENTIRE AREA OF EACH SHRUB BED, GROUND COVER, VINE BED, AND TREE PIT (6' MINIMUM) PLANTED UNDER THIS CONTRACT. I.DIGGING AND HANDLING 1.PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND FREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT DAMAGE DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) MILES OR WHICH ARE NOT PLANTED WITHIN THREE (3) DAYS OF DELIVERY TO THE SITE SHALL BE SPRAYED WITH AN ANTITRANSPIRANT PRODUCT ("WILTPRUF" OR EQUAL) TO MINIMIZE TRANSPIRATIONAL WATER LOSS. 2.BALLED AND BURLAPPED (B&B), AND FIELD GROWN (FG) PLANTS SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A ROOT BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR BROKEN. PLANTS SHALL NOT BE HANDLED BY STEMS. 3.PLANTS MARKED "BR" IN THE PLANT LIST SHALL BE DUG WITH BARE ROOTS. CARE SHALL BE EXERCISED THAT THE ROOTS DO NOT DRY OUT DURING TRANSPORTATION AND PRIOR TO PLANTING. 4.PROTECTION OF PALMS: ONLY A MINIMUM OF FRONDS SHALL BE REMOVED FROM THE CROWN OF THE PALM TREES TO FACILITATE MOVING AND HANDLING. CLEAR TRUNK (CT) SHALL BE AS SPECIFIED AFTER THE MINIMUM OF FRONDS HAVE BEEN REMOVED. ALL PALMS SHALL BE BRACED PER PALM PLANTING DETAIL. 5.EXCAVATION OF TREE PITS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB-BASES. J.CONTAINER GROWN STOCK 1.ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION. 2.AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. CONTAINER GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS. 3.ROOT BOUND PLANTS ARE NOT ACCEPTABLE AND WILL BE REJECTED. 4.RPG= "ROOTS PLUS GROWER" CONTAINER PRODUCTS SHALL BE USED WHERE SPECIFIED. K.COLLECTED STOCK WHEN THE USE OF COLLECTED STOCK IS PERMITTED AS INDICATED BY THE OWNER OR OWNER'S REPRESENTATIVE, THE MINIMUM SIZES OF ROOTBALLS SHALL BE EQUAL TO THAT SPECIFIED FOR THE NEXT LARGER SIZE OF NURSERY GROWN STOCK OF THE SAME VARIETY. L.NATIVE STOCK PLANTS COLLECTED FROM WILD OR NATIVE STANDS SHALL BE CONSIDERED NURSERY GROWN WHEN THEY HAVE BEEN SUCCESSFULLY RE-ESTABLISHED IN A NURSERY ROW AND GROWN UNDER REGULAR NURSERY CULTURAL PRACTICES FOR A MINIMUM OF TWO (2) GROWING SEASONS AND HAVE ATTAINED ADEQUATE ROOT AND TOP GROWTH TO INDICATE FULL RECOVERY FROM TRANSPLANTING INTO THE NURSERY ROW. M.MATERIALS LIST QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN THE PLANS AND THE PLANT LIST QUANTITY, THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO BIDDING OR INSTALLATION. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE. N.FINE GRADING 1.FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTING AREAS THAT HAVE BEEN ROUGH GRADED BY OTHERS. BERMING AS SHOWN ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED. 2.THE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TO FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH. CONTRACTOR SHALL FINE GRADE BY HAND AND/OR WITH ALL EQUIPMENT NECESSARY INCLUDING A GRADING TRACTOR WITH FRONT-END LOADER FOR TRANSPORTING SOIL WITHIN THE SITE. 3.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO SURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. REFER TO CIVIL ENGINEER'S PLANS FOR FINAL GRADES, IF APPLICABLE. O.PLANTING PROCEDURES 1.CLEANING UP BEFORE COMMENCING WORK: THE CONTRACTOR SHALL CLEAN WORK AND SURROUNDING AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER DAILY. ALL MORTAR, CEMENT, AND TOXIC MATERIAL SHALL BE REMOVED FROM THE SURFACE OF ALL PLANT BEDS. THESE MATERIALS SHALL NOT BE MIXED WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS BENEATH THE SOIL WHICH WILL IN ANY WAY ADVERSELY AFFECT THE PLANT GROWTH, HE SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE CONTRACTOR. 2.VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT LIMITED TO: ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, STORMWATER SYSTEMS, CABLE, AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING UTILITIES. CALL SUNSHINE STATE ONE CALL OF FLORIDA, INC. (811) TO LOCATE UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 3.SUBGRADE EXCAVATION: CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED LIMEROCK AND LIMEROCK SUB-BASE FROM ALL LANDSCAPE PLANTING AREAS TO A MINIMUM DEPTH OF 36" OR TO NATIVE SOIL. CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISHED GRADE WITH CLEAN TOPSOIL FROM AN ON-SITE SOURCE OR AN IMPORTED SOURCE. IF LIMEROCK OR OTHER ADVERSE CONDITIONS OCCUR IN PLANTED AREAS AFTER 36" DEEP EXCAVATION BY THE CONTRACTOR, AND POSITIVE DRAINAGE CAN NOT BE ACHIEVED, CONTRACTOR SHALL UTILIZE POOR DRAINAGE CONDITION PLANTING DETAIL. 4.FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS SPECIFIED HEREIN. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR GROWING SITE. 5.COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. CONFORM TO ACCEPTED HORTICULTURAL PRACTICES AS USED IN THE TRADE. UPON ARRIVAL AT THE SITE, PLANTS SHALL BE THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS STORED ONSITE SHALL NOT REMAIN UNPLANTED OR APPROPRIATELY HEALED IN FOR A PERIOD EXCEEDING TWENTY-FOUR (24) HOURS. AT ALL TIMES WORKMANLIKE METHODS CUSTOMARY IN GOOD HORTICULTURAL PRACTICES SHALL BE EXERCISED. 6.THE WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE PLANTING WITH IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATION APPURTENANCES AND PLANTS. 7.ALL PLANTING PITS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH THE USA STANDARD FOR NURSERY STOCK 260.1, UNLESS SHOWN OTHERWISE ON THE DRAWINGS, AND BACK FILLED WITH THE PREPARED PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. TEST ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER DRAINAGE. IF POOR DRAINAGE EXISTS, UTILIZE "POOR DRAINAGE CONDITION" PLANTING DETAIL. TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM. ALL PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED LANDSCAPE FOREMAN. PROPER "JETTING IN" SHALL BE ASSURED TO ELIMINATE AIR POCKETS AROUND THE ROOTS. "JET STICK" OR EQUAL IS RECOMMENDED. 8.TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILE INSTALLING TREES. 9.SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION E OF THESE SPECIFICATIONS. 10.TREES AND SHRUBS SHALL BE SET STRAIGHT AT AN ELEVATION THAT, AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. PLANTING SOIL MIXTURE SHALL BE BACK FILLED, THOROUGHLY TAMPED AROUND THE BALL, AND SETTLED BY WATER (AFTER TAMPING). 11.AMEND PINE AND OAK PLANT PITS WITH ECTOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. ALL OTHER PLANT PITS SHALL BE AMENDED WITH ENDOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. PROVIDE PRODUCT INFORMATION SUBMITTAL PRIOR TO INOCULATION. 12.FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH WATER AND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL THOROUGHLY WET. PACK LIGHTLY WITH FEET, ADD MORE WET SOIL MIXTURE. DO NOT COVER TOP OF BALL WITH SOIL MIXTURE. ALL BURLAP, ROPE, WIRES, BASKETS, ETC.., SHALL BE REMOVED FROM THE SIDES AND TOPS OF BALLS, BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH. 13.TREES SHALL BE PRUNED, AT THE DIRECTION OF THE OWNER OR OWNER'S REPRESENTATIVE, TO PRESERVE THE NATURAL CHARACTER OF THE PLANT. ALL SOFT WOOD OR SUCKER GROWTH AND ALL BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. ALL PRUNING TO BE PERFORMED BY CERTIFIED ARBORIST, IN ACCORDANCE WITH ANSI A-300. 14.SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED ON THE PLANT LIST. MATERIALS INSTALLED SHALL MEET MINIMUM SPECIMEN REQUIREMENTS OR QUANTITIES SHOW ON PLANS, WHICHEVER IS GREATER. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6", REMOVE AND DISPOSE ALL DEBRIS. MIX TOP 4" THE PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. THOROUGHLY WATER ALL PLANTS AFTER INSTALLATION. 15.TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND BRACING, THE OWNER SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT IN WRITING AND AGREE TO INDEMNIFY AND HOLD HARMLESS THE PROJECT LANDSCAPE ARCHITECT IN THE EVENT UNSUPPORTED TREES PLANTED UNDER THIS CONTRACT FALL AND DAMAGE PERSON OR PROPERTY. 16.ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER, "ROUND-UP" SHALL BE APPLIED FOR WEED CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'S PRECAUTIONS AND SPECIFICATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE-EMERGENT HERBICIDE AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER. (AS ALLOWED BY JURISDICTIONAL AUTHORITY) P.LAWN SODDING 1.THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND THE APPLICABLE DRAWINGS TO PRODUCE A TURF GRASS LAWN ACCEPTABLE TO THE OWNER. 2.ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS BY MEANS OF A SOD CUTTER TO A DEPTH OF THREE (3) INCHES, AND THE GROUND BROUGHT TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE-HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED WITH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH TO THE REQUIRED GRADE. 3.PREPARE LOOSE BED FOUR (4) INCHES DEEP. HAND RAKE UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY. 4.SODDING a.THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. b.THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. c.SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. ADJACENT TO BUILDINGS, A 24 INCH STONE MULCH STRIP SHALL BE PROVIDED. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP-DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY. 5.DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE. 6.LAWN MAINTENANCE a.WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE-SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS (LARGER THAN 12"X12") UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDING REGRADING IF NECESSARY). b.CONTRACTOR RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN UNTIL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. PRIOR TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDE WATERING/IRRIGATION SCHEDULE TO OWNER. OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS SET FORTH BY THE PROPERTY'S JURISDICTIONAL AUTHORITY. Q.CLEANUP UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S REPRESENTATIVE. R.PLANT MATERIAL MAINTENANCE ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, AND ALL OTHER OPERATIONS (SUCH AS RE-STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY PLANT CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. S.FINAL INSPECTION AND ACCEPTANCE OF WORK FINAL INSPECTION AT THE END OF THE WARRANTY PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR WARRANTY (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER IN WRITING) BEGINNING WITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED. T.WARRANTY 1.THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED (INCLUDING SOD) BY THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. 2.ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND MULCHED AS SPECIFIED AT NO ADDITIONAL COST TO THE OWNER. 3.IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE AND IRRIGATION MAINTENANCE, THE CONTRACTOR SHOULD VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE (1) YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER. CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. SITE VISITS SHALL BE CONDUCTED A MINIMUM OF ONCE PER MONTH FOR A PERIOD OF TWELVE (12) MONTHS FROM THE DATE OF ACCEPTANCE. GENERAL LANDSCAPE SPECIFICATIONS AND NOTES 1 A N I LORACHTRON No. 1748 N A T HA N A . T I D DR E G I ST ERED L A NDSCA P E A RCHITECT MH MH NA T 01 / 0 2 / 2 0 2 5 Docusign Envelope ID: 8360E7A8-B31E-4249-AA90-E38B3929B71D KHA PROJECT 016439005IRRIGATION OVERALL PLAN IR1.0 01/02/2025 KHA PROJECT 016439005LIGHTING PLAN RL1 01/02/2025