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3. 2023-1115 - Carolina Beach Enabling Plan SetThis 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 NC NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E SSIO N A LSEAL 053550 PROJECT OWNER AND CONSULTANT INFORMATION UTILITY AND GOVERNING AGENCIES CONTACT LIST: WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA 6800 CAROLINA BEACH ROAD 6800 CAROLINA BEACH - ENABLING PROJECT SITE 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' NOT FOR CONSTRUCTION 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 : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C0 0 1 - C O V E R S H E E T No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 2 : 5 1 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ R e s i d e n t i a l \ 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 11 / 1 0 / 2 0 2 3 Myrt l e G r o v e R d Ca r o l i n a B e a c h R d Chimney L n Summertree Ln Souther n C h a r m D r Hill Valley Walk So u t h e r n E x p r e s s Cupola Dr Ca r o l i n a B e a c h R d Tidalw a l k D r SITE TA C AM R AC K DEVELOPER: IMPECCABLE DEVELOPMENT 621 NW 53RD STREET SUITE #320 BOCA RATON, FLORIDA 33487 PHONE (717) 891 5168 CONTACT: ROB TANNER DAN HERNANDEZ CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 200 SOUTH TRYON STREET SUITE 200 CHARLOTTE, NORTH CAROLINA 28202 PHONE (980) 296 0813 CONTACT:ALEX KIMBRELL, P.E. SURVEYOR: SPARTINA SURVEYING 802 MAIN STREET CONWAY, SOUTH CAROLINA 29526 PHONE (843) 340 0285 CONTACT: F. WILLIAM FAIREY, IV ENVIRONMENTAL: ECS SOUTHEAST, LLP 1812 CENTER PARK DRIVE #D CHARLOTTE, NORTH CAROLINA 28217 PHONE (919) 861 9910 CONTACT: MICHELLE SAVAGE-MEASDAY, PWS CONSTRUCTION DOCUMENTS FOR 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 DEPARTMENT FIRE MARSHAL SANITARY SEWER COMPANY WATER COMPANY CAPE FEAR PUBLIC UTILITY AUTHORITY BERNICE JOHNSON 235 GOVERNMENT CENTER DRIVE WILMINGTON, NC 28403 (910) 332-6738 POWER COMPANY COUNTY ENGINEER GAS COMPANY AQUA CHARLES "RUFFIN" POOLE 202 MACKENAN COURT CARY, NC 27511 (919) 653-6967 DAVID STONE 230 GOVERNMENT CENTER DRIVE, SUITE 130 WILMINGTON NC, 28405 DSTONE@NHCGOV.COM (910) 798-7458 NEW HANOVER COUNTY ENGINEERING BETH WETHERILL SUITE 110 230 GOVERNMENT CENTER DRIVE 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 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 GEOTECHNICAL ENGINEER: ECS LIMITED 6714 NTHERLANDS DRIVE WILMINGTON, NORTH CAROLINA 28405 PHONE (910) 686 9114 CONTACT:WINSLOW GOINS, P.E. TELECOMMUNICATIONS SPECTRUM 115 HINTON AVE STE 6 WILMINGTON, NC 28403 (432) 219 2624 THIS PLAN SET IS TO BE RELEASED FOR THE PURPOSE OF PERMIT UNDER THE AUTHORITY OF ALEX C. KIMBRELL, P.E. 053550 ON 11/10/2023. IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. WS-01 UTILITY OVERVIEW WS-02 LIFT STATION GENERAL NOTES WS-03 WL EXTENSION PLAN PROFILE STA 0+00 TO 6+86 WS-04A FM PLAN PROFILE STA 0+00 TO 3+00 WS-04B FM PLAN PROFILE STA 3+00 TO 7+25 WS-05 LIFT STATION SITE PLAN WS-06 LIFT STATION MECHANICAL PLAN WS-07A LIFT STATION ELECTRICAL SITE PLAN SCHEMATIC WS-07B LIFT STATION ELECTRICAL NOTES WS-07C LIFT STATION ELECTRICAL AND CONTROLS DETAILS WS-07D LIFT STATION ELECTRICAL AND CONTROLS DETAILS WS-08A LIFT STATION MISCELLANEOUS DETAILS WS-08B LIFT STATION MISCELLANEOUS DETAILS WS-08C LIFT STATION MISCELLANEOUS DETAILS R1A GENERAL NOTES R1B LEGEND R2A TYPICAL SECTIONS R3A SIGHT DISTANCE PROFILES R3B SIGHT DISTANCE PROFILES R3C TURNING MOVEMENTS R4 ROADWAY PLANS R5 ROADWAY PLANS TCP-1 TRAFFIC CONTROL NOTES TCP-2 TRAFFIC CONTROL PHASE 1 TCP-3 TRAFFIC CONTROL PHASE 2 PM-1 PAVEMENT MARKING AND SIGNING EC-1 EROSION CONTROL NOTES EC-2 EROSION CONTROL DETAILS EC-3 EROSION CONTROL PHASE 1 EC-4 EROSION CONTROL PHASE 2 XS-01 CROSS SECTIONS XS-02 XS-03 XS-04 XS-05 CROSS SECTIONS CROSS SECTIONS CROSS SECTIONS CROSS SECTIONS WS-09 WATER DETAILS R6 PROFILES Sheet List Table Sheet Number Sheet Title C001 COVER SHEET C002 GENERAL NOTES C003 GENERAL NOTES C004 EROSION AND SEDIMENT CONTROL NOTES C101 EXISTING CONDITIONS C102 EXISTING CONDITIONS C103 EXISTING CONDITIONS C104 DEMOLITION PLAN C201 EROSION CONTROL PLAN PHASE 1 C202 EROSION CONTROL PLAN PHASE 2 C301 SITE PLAN C401 GRADING AND DRAINAGE PLAN C405 STORM PROFILES C410 SCM DESIGN PLAN C415 SCM DETAILS C501 UTILITY PLAN C901 NCG01 STANDARDS C902 EROSION CONTROL DETAILS C903 STORM DETAILS C904 STORM DETAILS C905 UTILITY DETAILS L100 WETLAND POND PLANTINGS R2B DETAILS 2023.11.15 16:56:56-05'00' LIFT STATION GENERAL NOTES UTILITY OVERVIEW GENERAL EROSION CONTROL NOTES GENERAL UTILITY NOTES AS-BUILTS/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, DRAINAGEWAY, 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 ACCESSIBILE 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 SPARTINA. 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 RECCOMENDATIONS 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 THE 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 SEEDDED 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 SEEDDED 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. 21.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 WATER TIGHT 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 48 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 48 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 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 CORPS 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 NC NE W H A N O V E R C O U N T Y © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E SSIO N A LSEAL 053550 Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C0 0 2 - G E N E R A L N O T E S No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 3 : 0 3 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ R e s i d e n t i a l \ 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 11 / 1 0 / 2 0 2 3 TA C AM R AC K 2023.11.15 16:57:11-05'00' EMBANKMENT FIELD QUALITY CONTROL EMBANKMENT NOTES AND SPECIFICATIONS 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.ABOVE GROUND HEATED BOX SHALL INCLUDE A TAMPER SWITCH WIRED BACK TO THE FIRE ALARM SYSTEM IN THE BUILDING. 5.BACKFLOW PREVENTER PERMIT REQUIRED FOR PROJECT. BACKFLOW PREVENTER INSTALLER MUST OBTAIN A BACKFLOW PREVENTER PERMIT PRIOR TO INSTALLATIONS. CONTACT CFPUA 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. 5.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. 6.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 PLASMA ARC TORCH. 7.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. 8.CONTRACTOR SHALL CALL CAPE FEAR PUBLIC UTILITY AUTHORITY AT (910)-322-6550 PRIOR TO THE START OF CONSTRUCTION. 9.NO STRUCTURES OR TREES SHALL BE PERMITTED IN UTILITY EASEMENTS. 10.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. 11. 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. 12.WATER CONNECTIONS SHALL NOT BE BACKFILLED PRIOR TO APPROVAL BY THE NEW HANOVER COUNTY DEPARTMENT OF PUBLIC UTILITIES. 13.ALL WATERLINES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER. 14.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 PROCEDURE AND TESTING SHALL BE REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED. 15.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, CONCRETE THRUST 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 CUTIER 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. FIELD QUALITY CONTROL 1.LABORATORY TESTING §PERFORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422, ASTM D698, ASTM D2216, ASTM D5084, AND ASTM D4318. §TEST AT A FREQUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT OR CLAY LINER FILL MATERIAL PLACED, WHEN MATERIALS USING FOR EMBANKMENT FILL CHANGE, AND/OR AS DIRECTED BY THE ENGINEER. §SAMPLE SIZE SHALL BE 50-LB. §TESTING IN ACCORDANCE WITH ASTM D5084 SHOULD BE PERFORMED ON A REPRESENTATIVE SOIL SPECIMEN REMOLDED TO A MINIMUM OF 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AND AT MOISTURE CONTENTS VARYING BETWEEN 1 PERCENT DRY AND 3 PERCENT WET OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED IN ACCORDANCE WITH ASTM D698. PERMEABILITY OF THE SPECIMEN SHOULD CONFORM TO THE SPECIFICATIONS IN SECTION C.6. 2.IN PLACE COMPACTION AND NATURAL MOISTURE CONTENT TESTS §PERFORM IN PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556, ASTM D2922, OR ASTM D2937 AND NATURAL MOISTURE CONTENT TEST IN ACCORDANCE WITH ASTM D2216. §FREQUENCY OF COMPACTION/NATURAL MOISTURE CONTENT TESTS: §EMBANKMENT FILL: EACH LIFT AT A MINIMUM FREQUENCY OF 1 PER 2,500 SQ. FT. §PIPE INSTALLATION: EACH LIFT AT A MINIMUM FREQUENCY OF 1 PER 30 LF OF PIPE. 3.WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS, REMOVE WORK, REPLACE AND RETEST AT NO ADDITIONAL COST TO THE OWNER. 4.SPECIAL OBSERVATIONS §SPECIAL OBSERVATIONS SHALL BE PERFORMED BY THE OWNER'S CIVIL CONSTRUCTION TESTING CONSULTANT AND/OR THEIR GEOTECHNICAL SUB-CONSULTANT AS THE EMBANKMENT, OUTLET CONTROL STRUCTURE, OUTFALL PIPE, AND RIP-RAP IS CONSTRUCTED FOR EACH POND OR BASIN. §CONTRACTOR SHALL CONTACT THE ENGINEER 72 HOURS IN ADVANCE OF BEGINNING SAID CONSTRUCTION SO ENGINEERING OBSERVATIONS CAN BE SCHEDULED DURING THE COURSE OF THE WORK. §THE NUMBER OF REQUIRED OBSERVATIONS TO BE DETERMINED BETWEEN THE ENGINEER AND THE OWNER. A.SUBGRADE PREPARATION: 1.AREA UNDER EMBANKMENTS AND PONDS SHALL BE UNDERCUT, CLEANED, GRUBBED AND STRIPPED OF ANY UNSATISFACTORY MATERIAL, VEGETATION, OR ROOT MAT TO A DEPTH OF AT LEAST 1 FOOT, UNLESS OTHERWISE DIRECTED BY OWNER'S CTL TO UNDERCUT FURTHER TO REACH RESIDUAL MATERIAL. DELAY CLEARING THE POOL AREA UNTIL THE DAM IS COMPLETE AND THEN REMOVE BRUSH, TREES, AND OTHER OBJECTIONABLE MATERIALS TO FACILITATE SEDIMENT CLEANOUT. 2.CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION IN PLACE. 3.SCARIFY SUBGRADE SURFACE TO DEPTH OF 6 INCHES. 4.PROOF ROLL SUBGRADE TO IDENTIFY SOFT SPOTS; FILL AND COMPACT TO DENSITY EQUAL TO OR GREATER THAN REQUIREMENTS FOR SUBSEQUENT FILL MATERIAL. 5.STOCKPILE ALL TOPSOIL OR SOIL CONTAINING ORGANIC MATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO FACILITATE VEGETATIVE ESTABLISHMENT. 6.HAUL OBJECTIONABLE MATERIAL TO A DESIGNATED DISPOSAL AREA. 7.AT A MINIMUM, PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW THE BASIN AS SHOWN ON THE PLAN OR AS NEEDED BASED ON FIELD CONDITIONS. 8.DURING THE INITIAL CONSTRUCTION, CONSTRUCT EMBANKMENTS SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE UPSTREAM AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION. B.SEEPAGE KEY PLACEMENT (OR CUT-OFF TRENCH IF SHOWN ON PLANS) 1.SEEPAGE KEY TRENCH WILL BE LOCATED BETWEEN EMBANKMENT ABUTMENTS AND EXTEND UP INTO BOTH ABUTMENTS TO AT LEAST THE ELEVATION OF THE TOP OF BANK FOR PERMANENT PONDS SEEPAGE KEY SHALL EXTEND TO A MINIMUM DEPTH OF 4 FEET OR AT LEAST 2 FEET INTO STABLE RESIDUAL SOIL, WHICHEVER IS GREATER. A MINIMUM BOTTOM TRENCH WIDTH SHALL BE 10 FEET AND THE TRENCH SIDEWALLS SHALL BE SLOPED OR BENCHED TO PROMOTE STABILITY AND BONDING BETWEEN THE SIDEWALL SOILS AND SEEPAGE KEY FILL, BUT AT NO TIME GREATER THAN 1:1. 2.MATERIAL AND COMPACTION REQUIREMENTS SHALL BE THE SAME AS THOSE FOR THE EMBANKMENT. C.EMBANKMENT FILL AND CLAY LINER PLACEMENT 1.FILL SOILS SHOULD BE PLACED IN CONTINUOUS, HORIZONTAL LAYERS FROM ABUTMENT TO ABUTMENT. EXISTING SLOPES GREATER THAN 4(H): 1(V) SHALL BE BENCHED TO PROMOTE BONDING OF NEWLY PLACED FILL WITH EXISTING SOILS. BENCHING SHALL BE PERFORMED AT MAXIMUM OF 2 FEET VERTICAL INTERVALS AND SHALL EXTEND A MINIMUM OF 4 FEET HORIZONTALLY OR AS SPECIFIED ON DRAWINGS. 2.CONSTRUCT THE EMBANKMENT TO AN ELEVATION 5-10 PERCENT HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR SETTLING. 3.IN ORDER TO ACHIEVE THE REQUIRED DEGREE OF COMPACTION NEAR THE FACES OF FILL SLOPES, THE FILL SLOPES SHALL BE OVERBUILT AND CUT BACK TO THE DESIGN SLOPES, MINUS TOPSOIL DEPTH. 4.SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. 5.PLACE A MINIMUM OF FOUR INCHES OF TOPSOIL ACROSS DAM EMBANKMENT TO PROMOTE VEGETATIVE GROWTH. 6.CLAY LINER TO HAVE A MINIMUM LIQUID LIMIT OF 45 AND A PLASTICITY INDEX ABOVE 20. FILL SHOULD BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM D698. MATERIALS SHOULD BE PLACED AND COMPACTED AT MOISTURE CONTENTS VARYING BETWEEN 1% DRY AND 3% WET OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED IN ACCORDANCE WITH ASTM D698. D.OUTLET PIPE FILL PLACEMENT 1.FOR PERMANENT PONDS (OR TEMPORARY SEDIMENT BASINS TO BE CONVERTED TO PERMANENT PONDS), PIPES SHALL BE WATERTIGHT REINFORCED CONCRETE PIPE (RCP) AND SHALL BE BEDDED PER THE SPECIFICATIONS OF THE CROSS-SECTIONS AND TRENCH BEDDING DETAILS. A DRAINAGE DIAPHRAGM OR ANTI-SEEP COLLARS SHALL BE INSTALLED AS SHOWN ON THE PLANS. 2.FOR TEMPORARY SEDIMENT BASINS, PIPES SHALL BE WATERTIGHT CORRUGATED METAL PIPE (CMP) AND AT LEAST ONE ANTI-SEEP COLLAR SHALL BE INSTALLED AND SECURED TO THE PIPE WITH A MINIMUM PROJECTION OF 1.5 FEET AROUND BARREL CONDUITS, 8-INCHES OR LARGER IN DIAMETER. LOCATE THE COLLAR SLIGHTLY DOWNSTREAM FROM THE DAM CENTERLINE. CONNECTION BETWEEN THE COLLAR AND THE PIPE SHALL BE WATERTIGHT. 3.FILL OF THE PIPE CULVERTS SHALL BE PLACED AND COMPACTED IN 6-INCH THICK LOOSE LIFTS UP TO 2 FEET ABOVE THE CULVERTS. 4.DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE OR ANTI-SEEP COLLARS 5.ADDITIONAL COMPACTION OF LIFTS 2 FEET OR GREATER ABOVE CULVERTS SHALL CONFORM TO THE EMBANKMENT FILL PLACEMENT SECTION OF THIS SPECIFICATION. 6.CARE SHALL BE TAKEN IN THE FIELD DURING OUTLET PIPE INSTALLATION TO PROTECT AGAINST FUTURE PIPING. ALSO, CARE SHALL BE TAKEN TO NOT RAISE THE PIPE FROM FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. 7.PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. 8.IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE. E.OUTLET CONTROL STRUCTURE PLACEMENT 1.REFER TO THE POND CROSS-SECTIONS AND DETAILS FOR THE OUTLET CONTROL STRUCTURE REQUIREMENTS. 2.PLACE THE STRUCTURE ON A SMOOTH FOUNDATION OF IMPERVIOUS SOIL. SOIL BEARING PRESSURE SHALL BE AT LEAST 1,800 POUNDS PER SQUARE FOOT (PSF) UNDER AND WITHIN 5 FEET OF THE STRUCTURES. 3.ANTI-FLOATATION COLLARS SHALL BE CONSTRUCTED BY: 3.1.EXTENDING THE PRE-CAST CONCRETE OR CMP STRUCTURE INTO THE BOTTOM OF THE POND AND FILLING WITH 150 POUND PER CUBIC FOOT (PCF) CONCRETE TO THE DEPTH SPECIFIED IN THE DETAILS. 3.2.EXTENDING THE PRE-CAST CONCRETE OR CMP STRUCTURE INTO THE BOTTOM OF THE POND TO THE DEPTH OF THE CONCRETE BLOCK SHOWN IN THE DETAILS AND POUR A CONCRETE BLOCK (150 PCF) AROUND THE STRUCTURE AND IN THE BOTTOM OF THE STRUCTURE. 4.PIPE CONNECTIONS TO THE STRUCTURES, WHETHER TEMPORARY OR PERMANENT, SHALL BE SECURELY ATTACHED WATERTIGHT. 5.DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE STRUCTURES. F.EMERGENCY SPILLWAY (IF SHOWN ON THE PLAN) 1.INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE EMERGENCY SPILLWAY. 2.THE SPILLWAY SHALL BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGES AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. (ADAPTED FROM "A MANUAL FOR DESIGNING, INSTALLING AND MAINTAINING SKIMMER SEDIMENT BASINS." FEBRUARY, 1999. J. W. FAIRCLOTH & SON.). 3.PLACE RIP-RAP PER THE PLAN AND DETAILS ON THE FABRIC. TOP OF RIP-RAP SHALL EQUAL TOP OF SPILLWAY ELEVATION. TOE IN NON WOVEN FILTER FABRIC. MINIMUM IF ON ALL SIDES. NEW HANOVER FIRE RESCUE 1.ACCESSIBILITY §ALL NEW STRUCTURES MUST COMPLY WITH APPENDIX J OF THE NC FIRE CODE, BUILDING INFORMATION SIGNS. AN EXAMPLE CAN BE PROVIDED UPON REQUEST. §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 20 FEET 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 5 REQUIREMENT IS 13 FEET 6 INCHES, HOWEVER AHJ REQUIRES 14 FEET BASED ON LOCAL APPARATUS). §STREET AND ROAD SIGNS ARE REQUIRED, TEMPORARY SIGNS DURING CONSTRUCTION ARE ACCEPTABLE AS LONG AS THEY ARE LEGIBLE AND WEATHER RESISTANT. (CHAPTER 5). §FIRE APPARATUS ACCESS ROADS THAT ACCESS COMMERCIAL BUILDINGS GREATER THAN 30 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. §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) §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. §A SECONDARY FIRE APPARATUS ACCESS ROAD MAY BE REQUIRED BASED ON THE SIZE OF THE PROJECT 62,000 SQFT, 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). §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). §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) §§REQUIRED IF STRUCTURE IS REQUIRED TO HAVE A FIRE ALARM SYSTEM OR AUTOMATIC SPRINKLER SYSTEM. §§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. §§THE CUSTOMER MAY ORDER ONLINE FROM KNOX. §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. §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). §GENERATOR AND SOLAR INSTALLATIONS SHALL BE IN ACCORDANCE WITH CHAPTER 6. 2. WATER SUPPLY (CHAPTER 5 AND APPENDIX C) §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) §AN ENGINEERED FIRE LOW CALCULATION INDICATING THE AVAILABLE FIRE FLOW SHALL BE SUBMITTED TO THE FIRE MARSHAL’S OFFICE DURING PLANS REVIEW. §IF AN APPROVED WATER SUPPLY CAPABLE OF SUPPLYING THE REQUIRED FIRE FLOW FOR FIRE PROTECTION IS AVAILABLE, FIRE HYDRANTS SHALL BE PROVIDED. §IF THE APPROVED WATER SUPPLY IS NOT CAPABLE OF SUPPLYING THE REQUIRED FIRE FLOW 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 §§ALL FIRE HYDRANTS SHALL HAVE A 5 ¼ INCH BARREL, A 5 ¼ INCH VALVE OPENING, TWO 2 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. §§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. §§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. §§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). §§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) §§FIRE HYDRANTS SHOULD BE LOCATED 50 FEET OR MORE FROM THE STRUCTURE THEY PROTECT. §FIRE DEPARTMENT CONNECTIONS (FDC) §§O FIRE DEPARTMENT CONNECTIONS SHALL UTILIZE 5-INCH STORZ CONNECTIONS WITH A 30 DEGREE DOWN ANGLE. REMOTE FDC’S ARE DISCOURAGED. §§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. §§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. §§FIRE DEPARTMENT CONNECTIONS SHALL NOT BE OBSTRUCTED BY FENCES, BUSHES, DUMPSTERS, UTILITIES OR VEHICLES. §§FIRE DEPARTMENT CONNECTIONS ARE TO BE UNOBSTRUCTED WITH 36 INCHES CLEARANCE TO BOTH SIDES AND 78 INCHES VERTICALLY. §§AN AUDIBLE/VISUAL DEVICE INDICATING WATER FLOW OR FIRE ALARM ACTIVATION SHALL BE LOCATED ABOVE THE FIRE DEPARTMENT CONNECTION. §§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 § 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 NC NE W H A N O V E R C O U N T Y © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E SSIO N A LSEAL 053550 Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C0 0 3 - U T I L I T Y N O T E S No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 3 : 1 1 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ r e s i d e n t i a l \ 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 C003 11 / 1 0 / 2 0 2 3 TA C AM R AC K 2023.11.15 16:57:25-05'00' GRADING NOTES GENERAL EROSION CONTROL NOTES EROSION CONTROL NOTES CONSTRUCTION SEQUENCEGENERAL EROSION CONTROL NOTES 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. PHASE I 1.OBTAIN ALL NECESSARY PERMITS AND HOST A PRECONSTRUCTION MEETING WITH THE COUNTY INSPECTOR(S) AND PROJECT TEAM 2.INSTALL CONSTRUCTION ENTRANCES 3.STAKE/FLAG THE LIMITS OF DISTURBANCE (LOD). THE LOD IS TO REMAIN CONSPICUOUSLY MARKED THROUGHOUT THE ENTIRE CONSTRICTION PROCESS 4.CLEAR ONLY THE MINIMUM AREA NECESSARY TO INSTALL THE PERIMETER CONTROL BMPS. 5.INSTALL SILT FENCE, SILT FENCE OUTLETS, AND TREE PROTECTION AS SHOWN ON THE SITE MAP. MARK TREES TO BE REMOVED AND PROTECTED. PROTECTED TREES SHALL REMAIN THROUGHOUT CONSTRUCTION ACTIVITY. 6.ROUGH GRADE THE SITE. 7. 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. 8.CONTRACTOR TO INSTALL OFFSITE WATER LINE, SANITARY SEWER, AND ALL STORM SEWER. 12.ONCE STORM STRUCTURE INLETS ARE SET, INSTALL INLET PROTECTION IMMEDIATELY. INCLUDE ADDITIONAL STONE FILTER RING AND COIR WATTLE AS NEEDED. 13.PROMPTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 14.PLACE TOPSOIL ON ALL LANDSCAPED AREAS. SOD OR MULCH ALL DENUDED AREAS OUTSIDE OF THE LEASE AREA. PHASE II 1.RESTORE EXISTING CONSTRUCTION ENTRANCES AS NEEDED. 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.PLACE TOPSOIL ON ALL LANDSCAPED AREAS. SOD OR MULCH ALL DENUDED AREAS WITHIN THE LEASE AREA. 5.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. 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, BORROW, 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 SPARTINA. 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. 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 NC NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E S SIO N A LSEAL 053550 Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C0 0 4 E R O S I O N A N D S E D I M E N T C O N T R O L N O T E S No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 3 : 2 8 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ R e s i d e n t i a l \ C 2 0 1 - E S C P P H 1 . d w g ER O S I O N A N D SE D I M E N T C O N T R O L NO T E S C004 11 / 1 0 / 2 0 2 3 TA C AM R AC K 2023.11.15 16:57:41-05'00' SHEET NUMBER KHA PROJECT 117152004 FO R R E F E R E N C E O N L Y 11/10/2023Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C1 0 1 - E X S T C O N D P L A N No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 3 : 4 3 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ R e s i d e n t i a l \ C 1 0 1 - E X S T C O N D P L A N . d w g EXISTING CONDITIONS C101 SHEET NUMBER FO R R E F E R E N C E O N L Y EXISTING CONDITIONS C102 11/10/2023Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C1 0 2 - E X S T C O N D P L A N No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 3 : 5 8 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ r e s i d e n t i a l \ C 1 0 1 - E X S T C O N D P L A N . d w g KHA PROJECT 117152004 SHEET NUMBER FO R R E F E R E N C E O N L Y EXISTING CONDITIONS C103 11/10/2023Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C1 0 3 - E X S T C O N D P L A N No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 4 : 0 5 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ r e s i d e n t i a l \ C 1 0 1 - E X S T C O N D P L A N . d w g KHA PROJECT 117152004 CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M LOD LO D LOD LOD LO D LO D LO D LODLOD LOD LOD LOD LO D L O D LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD L O D L O D LO D LOD LO D LO D LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LODLOD LOD LO D LOD LOD LOD LO D LODLODLOD LOD LO D LO D LO D LO D LO D LO D LODLODLODLODLOD LO D LOD LO D LO D LO D LOD LOD LOD E E E E E E EE EE EE EE EE EE EE EE EE EE EE EE I I I I I I D PF PF PF PFPFPF PF PF PF PF PF B B B B B B B AA XXXXXXXXXXXXXXX D F F H H BB CC PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PFPF PF PF PF PF PF PF P F PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF E E E DEMOLITION LEGEND NOTE TO CONTRACTOR 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, 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. CONTRACTOR SHALL COORDINATE WITH THE APPROXIMATE UTILITY COMPANIES FOR RELOCATION OF EXISTING UTILITIES. CONTRACTOR TO FOLLOW UTILITY SAFETY AND OSHA REGULATIONS. 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 KIMLEY-HORN 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. KIMLEY-HORN 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. DISTURBED AREA CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CAUTION!! X X X X X X X LOD PROTECTED ITEMS KEY NOTE LEGEND POWER LINE/STRUCTURE TO BE PROTECTED IN PLACE COMMUNICATION STRUCTURE TO BE PROTECTED IN PLACE SANITARY SEWER STRUCTURE TO BE PROTECTED IN PLACE NOT USED TREE PROTECTION FENCE AA BB CC DD EE TREE PROTECTION FENCE ENABLING PROJECT LIMITS OF DISTURBANCE (LOD) EXISTING ITEM TO BE REMOVED EXISTING VEGETATION TO BE REMOVED LINEAR ITEM TO BE REMOVED EXISTING SIGNIFICANT TREES TO BE REMOVED FOR ESSENTIAL SITE IMPROVEMENTS EXISTING REGULATED PINE TREES TO BE REMOVED FOR ESSENTIAL SITE IMPROVEMENTS EXISTING REGULATED HARDWOOD TREES TO BE REMOVED FOR ESSENTIAL SITE IMPROVEMENTS COMMERCIAL LIMITS OF DISTURBANCE (LOD) COMMERCIAL SITE WORK - ±2.84 AC ENABLING SITE WORK- ±3.68 AC DEMOLITION KEY NOTE LEGEND EXISTING PROPERTY LINE TO BE ABANDONED. ENABLING PROJECT AREA PROPERTY LINE LIGHT POLE TO BE REMOVED. CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDER PRIOR TO DEMOLITION. COMMERCIAL PROJECT AREA POWER LINE/STRUCTURE TO BE REMOVED. CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDER PRIOR TO DEMOLITION. NOT USED EXISTING WELL TO BE ABANDONED BY CERTIFIED WELL DRILLER REMOVE EXISTING BUILDING. REMOVE ALL FOUNDATION WALLS, SLABS AND FOOTINGS. REMOVE ANY EXISTING STONE OR OTHER MATERIAL TO EXPOSE SUBGRADE. BACKFILL WITH COMPACTED GRANULAR MATERIAL TO PROPOSED GRADE PER GRADING PLAN. A B C D E F G H TREE DEMOLITION CALCULATIONS TABLE I LOD PF SEPTIC FIELD NOTES EXISTING SEPTIC SYSTEMS AT 6824 & 6828 CAROLINA BEACH ROAD MUST BE PROPERLY ABANDONED BY A LICENSED CONTRACTOR BY PUMPING, CRUSHING, FILLING THE SEPTIC TANK. EXISTING WELL TO BE REMOVED 87 REGULATED TREES REMOVED 22 SIGNIFICANT TREES REMOVED 0 SPECIMEN TREES REMOVED PF 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 NC NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E S SIO N A LSEAL 053550 Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C1 0 5 D E M O No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 4 : 2 2 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ r e s i d e n t i a l \ C 1 0 7 - D E M O . d w g DE M O L I T I O N P L A N C104 11 / 1 0 / 2 0 2 3 TA C AM R AC K NORTH 2023.11.15 16:58:00-05'00' NOTES TO CONTRACTOR INSPECTOR DISTURBED AREA CONSTRUCTION SEQUENCE XxX LOD PROPERTY LINE LIMITS OF DISTURBANCE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LIMITS OF DRAINAGE AREA SOIL TYPE SOIL TYPE BOUNDARY SLOPE ARROW EROSION CONTROL BLANKET/SLOPE STABILIZATION TEMPORARY SEEDING CRITICAL ROOT ZONE CONTRUCTION ENTRANCE TEMPORARY SILT FENCE TREE PROTECTION FENCE SILT FENCE OUTLET EB TS CZ CE SF TP SFO SF 1.REFER TO GENERAL NOTES SHEET C004 FOR EROSION CONTROL NOTES AND SEQUENCE. 2.LORDS CREEK WATERSHED OF THE CAPE FEAR RIVER BASIN 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. COMMERCIAL SITE WORK - ±2.84 AC ENABLING SITE WORK - ±3.68 AC TOTAL DISTURBED AREA - ± 6.52 AC 0.00% BETH WETHERILL NEW HANOVER COUNTY EROSION CONTROL SPECIALIST (910) 798-7432 SOIL TYPES LEGEND: Wa - WAKULLA SAND, 1 TO 8 PERCENT SLOPES Le - LEON SAND OUTFALLS OUTFALL 1: DRAINS ACROSS THE PROJECT SITE TO LORDS CREEK WEST OF THE SITE TP CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M LS B LS B LS B LSBLSB LS B LS B LS B LS B LSBLSBLSBLSBLSB LS B LS B LS B LS B LS B LS B LS B LSB LSB LSB LSB LSB LSB LS B LSB LSB LOD LO D LOD LOD LO D LO D LO D LODLOD LOD LOD LOD LO D L O D LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD L O D L O D LO D LOD LO D LO D LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LODLOD LOD LO D LOD LOD LOD LO D LODLODLOD LOD LO D LO D LO D LO D LO D LO D LODLODLODLODLOD LO D LOD LO D LO D LO D LOD LOD LOD Wa Le Wa CE TPTPTPTP TPTP TP TP TPTP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP SFSFSFSFSF SF SFSF SF SFSFSF SF SF SF SF SF CZCZ CZ CZ CZ SF BEGIN SF END SF END TP END TP BEGIN TP BEGIN TP END TP BEGIN TP END SF BEGIN SF SF SF SF SF TP TP TP TP BEGIN TP TP SFO SFO SFO TP TP TP SF SF SF SF SF SF SF SF SF SF SF SF SF SF TPTPTP TP TP TP TPSFSFSFSF TP BEGIN SF END SF BEGIN 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 NC NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E S SIO N A LSEAL 053550 Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C2 0 2 E R O S I O N A N D S E D I M E N T C O N T R O L P L A N P H A S E 1 No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 4 : 4 2 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ R e s i d e n t i a l \ C 2 0 1 - E S C P P H 1 . d w g ER O S I O N C O N T R O L PL A N P H A S E 1 C201 11 / 1 0 / 2 0 2 3 TA C AM R AC K NORTH 2023.11.15 16:58:13-05'00' CONSTRUCTION SEQUENCE XxX LOD PROPERTY LINE LIMITS OF DISTURBANCE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LIMITS OF DRAINAGE AREA SOIL TYPE SOIL TYPE BOUNDARY SLOPE ARROW EROSION CONTROL BLANKET/SLOPE STABILIZATION TEMPORARY SEEDING CRITICAL ROOT ZONE CONTRUCTION ENTRANCE GRAVEL ACCESS DRIVE TEMPORARY SILT FENCE TREE PROTECTION FENCE SILT FENCE OUTLET RIP RAP APRON EB TS CZ CE GA SF TP SFO RR# 0.00% SF TP NOTES TO CONTRACTOR INSPECTOR DISTURBED AREA 1.REFER TO GENERAL NOTES SHEET C004 FOR EROSION CONTROL NOTES AND SEQUENCE. 2.LORDS CREEK WATERSHED OF THE CAPE FEAR RIVER BASIN 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. COMMERCIAL SITE WORK - ±2.84 AC ENABLING SITE WORK - ±3.68 AC TOTAL DISTURBED AREA - ± 6.52 AC BETH WETHERILL NEW HANOVER COUNTY EROSION CONTROL SPECIALIST (910) 798-7432 SOIL TYPES LEGEND: Wa - WAKULLA SAND, 1 TO 8 PERCENT SLOPES Le - LEON SAND OUTFALLS OUTFALL 1: DRAINS ACROSS THE PROJECT SITE TO LORDS CREEK WEST OF THE SITE 25 25 26 25 22 23 24 2626 CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M 10 15 15 20 20 15 1 515 15 15 15 20 20 LO D L O D LO D LO D LOD LO DLODLODLODLODLODLOD LO D LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D LO D LOD LO D LOD LOD LO D LO D LO D LODLOD LOD LOD LOD LO D L O D LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD L O D L O D LO D LOD LO D LO D LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LODLOD LOD LO D LOD LOD LOD LO D LODLODLOD LOD LO D LO D LO D LO D LO D LO D LODLODLODLODLOD LO D LOD LO D LO D LO D LOD LOD LOD Wa Le Wa BS L BS L BS L BSLBSLBSLBSL LSB LSB LSB LSB LSB LS B LS B U59FB-L 5,919 GSF VA N M DE DE DEDE DE DE DE DELS B LS B LS B LSBLSB LS B LS B LS B LS B LSBLSBLSBLSBLSB LS B LS B LS B LS B LS B LS B LS B LSB LSB LSB LSB LSB LSB LS B LSB LSB BSLBSL BS L BS L BS L BS L BS L BSLBSLBSLBSL BS L BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BS L BSL BSL BS L BS L 33 . 3 3 % TPTPTP TP TPTP TP TPTPTP TP TP TP TP TP TP TP T P TP TP TP TP TP TP TP TP TP TP TP TP TP SFSFSFSFSF SF SFSF SF SF SFSF SF SF SF SF SF TPTP TP TP TP TP CZCZ CZ CZ CZ SF BEGIN SF END SF END TP END TP BEGIN TP BEGIN TP END TP BEGIN TP END SF BEGIN SF SF SF SF SF TP TP TP TP TP TP IP IP IP IP GA GA TP BEGIN TS TS TS TS TS TS TS TS TS TS TS TS EB EB EB EB EB EB RR1 RR2 IP TP SF SF SF SF SF END SF BEGIN TP TP TP SF SF SF SF SF SF SF SF SF SF SF SF SF SF TP TP TP TP TP TP TP TP TP BEGIN TP END 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 NC NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E SSIO N A LSEAL 053550 Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C2 0 3 - E S C P P H 2 No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 5 : 1 4 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ R e s i d e n t i a l \ C 2 0 3 - E S C P P H 2 . d w g ER O S I O N C O N T R O L PL A N P H A S E 2 C202 11 / 1 0 / 2 0 2 3 TA C AM R AC K NORTH 2023.11.15 16:58:34-05'00' FUEL SALES STANDARDS 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. SITE PLAN KEY NOTES 1. SEE "OVERALL SITE PLAN" FOR SITE DEVELOPMENT NOTES AND SITE DATA INFORMATION. 2. SEE "SITE DETAILS" SHEETS FOR DETAILS PERTAINING TO THE ITEMS SHOWN ON THIS SHEET. 20' DRAINAGE EASEMENT TO EXISTING ROW 10' TRANSITION FROM 24" CURB AND GUTTER TO PROPOSED 6" RIBBON CURB EXISTING WETLAND PROPOSED STORMWATER BMP. SEE STORMWATER CONTROL MEASURE DETAIL SHEET C410 A B C D PROPOSED SITE IMPROVEMENTS PROPOSED GRAVEL EXISTING WETLAND DELINEATION SEE "SITE DETAIL" SHEETS FOR DETAILS REFERENCED ON THIS SHEET. ABBREVIATIONS ROW - RIGHT OF WAY PROPOSED ACCESS EASEMENTA/E A/E P1 PROPOSED STORM ACCESS EASEMENTDEDE TOP OF STORMWATER WETLANDYYYYYYY BUILDING SETBACK LINE - WIDTH PER PLANBSL LANDSCAPE BUFFER - WIDTH PER PLANLSB ACCESS EASEMENT SITE DATA TABLE RESIDENTIAL 8.97 AC FUTURE LAND USE TOTAL SITE AREA DEVELOPMENT DATA: REFER TO SHEET C103LEGAL DESCRIPTION TOTAL DISTURBED AREA 2.84 AC ZONING DATA: ZONING DISTRICT: RESIDENTIAL MULTI-FAMILY MODERATE 3720313200KFEMA FLOOD PANEL LORDS CREEKWATERSHED: 15,000 SFMIN. LOT SIZE: MAX. HEIGHT:4 STORIES SETBACKS: FRONT SETBACK 30-FT 30-FTSIDE SETBACK (STREET) 1-2 STORIES:20-FT REAR SETBACK BUFFER YARDS MINIMUM BUFFER WIDTH 15-FT SIDE SETBACK (INTERIOR) 3 STORIES:25-FT 4 STORIES:30-FT 1-2 STORIES:25-FT 3 STORIES:30-FT 4 STORIES:35-FT MAX. DENSITY (DWELLING UNITS/ACRE):17 PROPOSED SANITARY SEWER EASEMENTUEUE DENSITY (CZD) RMF-M REZONING Z23-09 CONDITIONS 1.AN OPAQUE FENCE SHALL BE PROVIDED ALONG THE PROPERTY LINE ADJOINING ANY EXISTING RESIDENTIAL DEVELOPMENT. THE FENCE LOCATION MAY BE ADJUSTED BY PLANNING STAFF TO ACCOMMODATE ANY UTILITIES, EASEMENTS, OR SAVED/PROTECTED TREES. 2.THE TWO (2) SPECIMEN TREES SHOWN ON THE CONCEPT PLAN ALONG CAROLINA BEACH ROAD SHALL BE RETAINED AND PRESERVED ON SITE. 3.EXISTING TREES ONSITE WILL BE PRESERVED THAT DO NOT IMPACT REQUIRED LAND GRADING OR OTHER IMPROVEMENTS AND FUTURE AMENITIES AS IDENTIFIED IN THE REQUIRED TREE REMOVAL PERMIT. 4.THE SOUTHERNMOST MULTI-FAMILY STRUCTURE AS SHOWN ON THE CONCEPT PLAN SHALL BE LIMITED TO TWO-STORIES IN HEIGHT (I KNOW THIS ONE DOESN’T APPLY TO THE WAWA SPECIFICALLY, BUT SINCE THIS IS ALL UNDER THE SAME REZONING IT SHOULD BE LEFT ON) 5.EXTERIOR LIGHTING WILL BE DESIGNED AND INSTALLED TO MAINTAIN ADEQUATE LIGHTING LEVELS ON THE PROPOSED SITE WHILE ASSURING THAT EXCESSIVE LIGHT SPILLAGE AND GLARE ARE NOT DIRECTED AT ADJACENT PROPERTY, NEIGHBORING AREAS, OR MOTORISTS. 6.A SIDEWALK OR MULTI-USE PATH SHALL BE INSTALLED ALONG CAROLINA BEACH ROAD EXTENDING FROM THE NORTHERN PROPERTY LINE TO THE SOUTHERN PROPERTY LINE WITH STUBS FOR CONNECTION TO EXISTING OR FUTURE PEDESTRIAN FACILITIES ON ADJACENT PARCELS. PEDESTRIAN CROSSING LABELING MEETING NCDOT MINIMUM REQUIREMENTS FOR PEDESTRIAN SAFETY SHALL BE INSTALLED AT BOTH DRIVEWAY ENTRANCES. THE PEDESTRIAN FACILITY ALONG CAROLINA BEACH ROAD SHALL BE WITHIN A DEDICATED PUBLIC ACCESS EASEMENT. SITE DEVELOPMENT PLAN NOTES 1.CONTRACTOR SHALL REFER TO NEW HANOVER COUNTY UDO SECTION 5.3 FOR TREE REMOVAL STANDARDS. BS L BS L BS L BSLBSLBSLBSL LSB LSB LSB LSB LSB LS B LS B U59FB-L 5,919 GSF VA N UE UE UE M DE DE DEDE DE DE DE DE UE LS B LS B LS B LSBLSB LS B LS B LS B LS B LSBLSBLSBLSBLSB LS B LS B LS B LS B LS B LS B LS B LSB LSB LSB LSB LSB LSB LS B LSB LSB BSLBSL BS L BS L BS L BS L BS L BSLBSLBSLBSL BS L BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BS L BSL BSL BS L BS L Y Y Y Y Y Y Y Y Y YYYYYYY Y DE DE DEDEDEDEDE DE DEDE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M COMMERCIAL PROJECT AREA B BEGIN B END B BEGINB END P1 P1 P1 D 20 'R25' R25' 15 ' 30 ' 15' 30' 15 ' 30 ' 35' 20' 20' 20 ' R4' R46' R46' R26' 17 . 3 2 ' 17 . 6 7 ' A A A A A A A A C 35' 30 ' 15 ' 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 NC NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E SSIO N A LSEAL 053550 Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C3 0 1 - S I T E No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 5 : 3 8 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ R e s i d e n t i a l \ C 3 0 1 - S I T E . d w g SI T E P L A N C301 11 / 1 0 / 2 0 2 3 TA C AM R AC K NORTH 2023.11.15 16:58:49-05'00' PROPOSED TOPOGRAPHIC LEGEND LOD PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR LIMITS OF DISTURBANCE 450 451 450 451 PROPOSED SPOT GRADE107.89 2.00% 4:1 PROP. SLOPE GRADE PROP. RUN:RISE ALERT TO CONTRACTOR: CONFIRM WITH GEOTECH REPORT 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. GRADING NOTES 1.REFER TO THE GENERAL NOTES SHEET FOR NOTES PERTAINING TO PAVING, GRADING, ACCESSIBILITY, AND STORM DRAINAGE. 2.EXISTING AND PROPOSED GRADE CONTOURS INTERVALS SHOWN AT 1 FOOT. 3.RIM: ELEVATIONS OF CATCH BASINS (CURB INLETS) EQUALS THE FLOW LINE OF THE GUTTER PAN. RIM ELEVATIONS OF DROP INLETS, MANHOLES, AND CLEANOUTS EQUALS THE CENTER OF GRATE OR LID ELEVATION. 4.ALL STRUCTURES SHALL BE ADJUSTED AS NECESSARY TO BE FLUSH WITH FINAL PAVEMENT. 5.MANHOLES WITHIN NON PAVED AREAS SHALL BE 6" ABOVE ADJACENT GRADES. UNLESS OTHERWISE SHOWN. 6.CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN PROPOSED PAVEMENT AND EXISTING PAVEMENT AND STORM STRUCTURES 7.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, BLOCKED BY AN APPROVED CONTROL MEASURE, 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. DRAINAGE PLAN KEYNOTES STORMWATER CONTROL MEASURE TO TREAT STORMWATER QUANTITY AND QUANLITY PER THE NCDEQ DESIGN ORDINANCE. SEE DETAIL SHEET C410. PERMANENT OUTLET CONTROL STRUCTURE (OCS). SEE DETAIL SHEET C415. PERMANENT RIP RAP DISSIPATER PAD AT STORM OUTLET. SEE DETAIL SHEET C904 FOR STONE SIZE AND DIMENSION. EMERGENCY SPILLWAY. REFER TO SHEET C410 FOR WIDTH AND ELEVATION AND C415 FOR CONSTRUCTION DETAIL. MAINENANCE DRAIN. REFER TO SHEET C410 FOR MORE INFORMATION. 1 2 3 4 STORM DRAINAGE ABBREVIATIONS LIST PROPOSED STORM DRAINAGE LEGEND STORM DRAIN CB CATCH BASIN MH MANHOLE FES FLARED END SECTION OUTLET CONTROL STRUCTURE D RIPRAP APRON SEE DETAIL SHEET C904 PROPOSED STORM LABELSTR:C35-DI RIM:767.79 SEE "STORM DETAILS" FOR DETAILS REFERENCED CB CATCH BASIN (CURB INLET) (SEE DETAIL ON SHEET C904) FES FLARED END SECTION (SEE DETAIL ON SHEET C905) OCS BMP OUTLET CONTROL STRUCTURE (SEE DETAIL ON SHEET C415) OCS 5 YI YARD INLET YI YARD INLET (SEE DETAIL ON SHEET C904) MH MANHOLE (SEE DETAIL ON SHEET C904) CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M 15 20 2 0 25 25 30 30 14 16 1 7 1 7 18 1 8 1 9 19 21 2 1 22 22 23 23 24 2 4 26 26 27 27 28 28 29 29 31 31 32 32 33 33 34 15 15 16 17 18 1 9 20 25 30 16 17 18 19 21 22 23 24 26 27 28 29 31 32 33 20 25 1 9 21 22 23 24 26 2 1 22 25 30 3 0 26 27 28 29 31 3 1 LS B LS B LS B LSBLSB LS B LS B LS B LS B LSBLSBLSBLSBLSB LS B LS B LS B LS B LS B LS B LS B LSB LSB LSB LSB LSB LSB LS B LSB LSB BSLBSL BS L BS L BS L BS L BS L BSLBSLBSLBSL BS L BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BS L BSL BSL BS L BS L BS L BS L BS L BSLBSLBSLBSL LSB LSB LSB LSB LSB LS B LS B U59FB-L 5,919 GSF VA N UE UE UE M DE DE DEDE DE DE DE DE UE SEE SEWER PLAN CONTINUATION STARTING ON SHEET WS-01 COMMERCIAL PROJECT AREA 3: 1 0.5 7 % 0.93% 0.04% 1 . 8 6 % 1. 6 1 % 0 . 5 3 % 21.02 21.41 21.51 21.60 21.67 21.48 21.41 21.79 21.57 21.50 21.93 23.77 23.80 22.89 0 . 5 7 % 0. 5 6 % 23.13 21.76 21.80 23.31 ST:S1-48''-FES RIM: 16.65 INV IN: 12.15 ST:S2-CB RIM: 20.87 ST:S3-CB RIM: 21.38 ST:S4-CB RIM: 21.96 ST:B2-OCS-5'x5' RIM: 18.00 ST:B1-24''-FES RIM: 16.33 INV IN: 14.00 ST:S5-CB RIM: 24.22 21.4021.1720.96 20.8120.60 20.50 20.71 20.87 21.3121.08 1 2 4 3 15 15 20 20 15 15 15 15 15 15 20 20 3: 1 3: 1 3: 1 3:1 3 : 1 15 20 20 19 21 20 21 22 22 2122 22 20 16 17 18 19 5 3 ST:S4.1-YI RIM: 19.8820 21 21 21 21.95 22.01 22.26 22.73 22.73 0. 8 4 % 0.6 1 % 1 . 2 5 % 10 3 ' 103 FEET OF SEPARATION FROM 6748 CAROLINA BEACH SEPTIC SYSTEM AND NORMAL POOL ELEVATION OF PROPOSED WETLAND (15.75 FEET) 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 NC NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E SSIO N A LSEAL 053550 Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C4 0 1 - G R D G D R N G O A No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 6 : 0 8 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ R e s i d e n t i a l \ C 4 0 1 - G R D G D R N G . d w g GR A D I N G A N D DR A I N A G E P L A N C401 11 / 1 0 / 2 0 2 3 SEE SHEET C405 FOR STORM PROFILES TA C AM R AC K NORTH 2023.11.15 16:59:08-05'00' PROPOSED STORM DRAINAGE PROFILE LEGEND EXISTING GRADE PROPOSED GRADE HYDRAULIC GRADE LINE MH MANHOLE CB CATCH BASIN FES FLARED END SECTION ABBREVIATIONS OCS OUTLET CONTROL STRUCTURE RIM:CB: BOTTOM OF CURB AT GUTTER LINE RIM:DI, MH, CO, YI, AI: CENTER OF GRATE OR LID INV: FES, HW, WW: PIPE INVERT ELEVATION FES WITH RIPRAP APRON SEE "STORM DETAILS" ON SHEETS C904 & C905 FOR MORE INFORMATION. PROPOSED STORM DRAINAGE PROFILE LEGEND EXISTING GRADE PROPOSED GRADE HYDRAULIC GRADE LINE MH MANHOLE CB CATCH BASIN FES FLARED END SECTION ABBREVIATIONS OCS OUTLET CONTROL STRUCTURE RIM:CB: BOTTOM OF CURB AT GUTTER LINE RIM:DI, MH, CO, YI, AI: CENTER OF GRATE OR LID INV: FES, HW, WW: PIPE INVERT ELEVATION FES WITH RIPRAP APRON SEE "STORM DETAILS" ON SHEETS C904 & C905 FOR MORE INFORMATION. PROPOSED GRADE EXISTING GRADE H. Scale:1"=30' | V. Scale: 1"=3' PROFILE:S1 TO S5 5 10 15 20 25 30 35 5 10 15 20 25 30 35 Invert Elevations 0+00 1+00 2+00 3+00 4+00 5+00 12 . 1 5 12 . 4 0 13 . 4 0 14 . 2 2 15 . 2 0 15 . 4 1 15 . 6 1 16 . 5 6 14 . 7 2 15 . 0 0 ST : S 1 - 4 8 ' ' - F E S RI M : 1 6 . 6 5 IN V I N : 1 2 . 1 5 50 LF OF 48" RCP @ 0.50% ST : S 2 - C B RIM : 2 0 . 8 7 IN V I N : 1 3 . 4 0 IN V O U T : 1 2 . 4 0 165 LF OF 36" RCP @ 0.50% ST : S 3 - C B RI M : 2 1 . 3 8 IN V I N : 1 4 . 7 2 IN V O U T : 1 4 . 2 2 42 LF OF 30" RCP @ 0.50% ST : S 4 - C B RI M : 2 1 . 9 6 IN V I N : 1 5 . 6 1 IN V O U T : 1 5 . 4 1 190 LF OF 30" RCP @ 0.50% ST : S 5 - C B RI M : 2 4 . 2 2 IN V I N : 1 6 . 7 5 IN V I N : 2 0 . 0 6 IN V O U T : 1 6 . 5 6 START OF COMMERCIAL NETWORK 25- YR HGL 55 LF OF 30" RCP @ 0.50% ST : S 4 . 1 - Y I RIM : 1 9 . 8 8 IN V I N : 1 5 . 2 0 IN V O U T : 1 5 . 0 0 RR2 - SEE DETAIL SHEET C904 FOR MORE INFORMATION. PROPOSED GRADE EXISTING GRADE H. Scale:1"=30' | V. Scale: 1"=3' PROFILE:S1 TO S5 5 10 15 20 25 30 35 5 10 15 20 25 30 35 Invert Elevations 0+00 1+00 2+00 3+00 4+00 5+00 12 . 1 5 12 . 4 0 13 . 4 0 14 . 2 2 15 . 2 0 15 . 4 1 15 . 6 1 16 . 5 6 14 . 7 2 15 . 0 0 ST : S 1 - 4 8 ' ' - F E S RI M : 1 6 . 6 5 IN V I N : 1 2 . 1 5 50 LF OF 48" RCP @ 0.50% ST : S 2 - C B RIM : 2 0 . 8 7 IN V I N : 1 3 . 4 0 IN V O U T : 1 2 . 4 0 165 LF OF 36" RCP @ 0.50% ST : S 3 - C B RI M : 2 1 . 3 8 IN V I N : 1 4 . 7 2 IN V O U T : 1 4 . 2 2 42 LF OF 30" RCP @ 0.50% ST : S 4 - C B RI M : 2 1 . 9 6 IN V I N : 1 5 . 6 1 IN V O U T : 1 5 . 4 1 190 LF OF 30" RCP @ 0.50% ST : S 5 - C B RI M : 2 4 . 2 2 IN V I N : 1 6 . 7 5 IN V I N : 2 0 . 0 6 IN V O U T : 1 6 . 5 6 START OF COMMERCIAL NETWORK 25- YR HGL 55 LF OF 30" RCP @ 0.50% ST : S 4 . 1 - Y I RIM : 1 9 . 8 8 IN V I N : 1 5 . 2 0 IN V O U T : 1 5 . 0 0 RR2 - SEE DETAIL SHEET C904 FOR MORE INFORMATION. H. Scale:1"=30' | V. Scale: 1"=3' PROFILE:B1 TO B2 5 10 15 20 25 5 10 15 20 25 Invert Elevations 0+00 14 . 0 0 14 . 7 5 ST : B 2 - O C S - 5 ' x 5 ' RI M : 1 8 . 0 0 IN V O U T : 1 4 . 7 5 EXISTING GRADE PROPOSED GRADE 63 LF OF 24" RCP @ 1 . 1 9 % RR1 - SEE DETAIL SHEET C904 FOR MORE INFORMATION. H. Scale:1"=30' | V. Scale: 1"=3' PROFILE:B1 TO B2 5 10 15 20 25 5 10 15 20 25 Invert Elevations 0+00 14 . 0 0 14 . 7 5 ST : B 2 - O C S - 5 ' x 5 ' RI M : 1 8 . 0 0 IN V O U T : 1 4 . 7 5 EXISTING GRADE PROPOSED GRADE 63 LF OF 24" RCP @ 1 . 1 9 % RR1 - SEE DETAIL SHEET C904 FOR MORE INFORMATION. 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 NC NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E SSIO N A LSEAL 053550 Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C4 0 5 S T R M P R O F - A No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 6 : 3 7 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ R e s i d e n t i a l \ C 4 0 5 - S T R M P R O F . d w g ST O R M P R O F I L E S C405 11 / 1 0 / 2 0 2 3 3' VE R T . S C A L E : 1 " = 3 ' 1' 2' 0 0 HORIZ. SCALE: 1"=30' 30'15' TA C AM R AC K 2023.11.15 16:59:25-05'00' FOREBAY (WATER DEPTH BETWEEN 24" TO 40") TEMP INUNDATION ZONE (UP TO 15" ABOVE PERM. POOL) SHALLOW WATER (WATER DEPTH BETWEEN 0" AND 9") NON-FOREBAY DEEP POOL (WATER DEPTH BETWEEN 18" AND 72") 20' MIN WIDTH ACCESS EASEMENT TO PUBLIC R/W PROFILE ALIGNMENT 24 LF MAINTENANCE DRAIN FILTER DIAPHRAM SEE SHEET C415. BORING NO. I-1 ESTIMATED SHWT = 14.95' 0 + 0 0 1+ 0 0 2+ 0 0 3+00 3 + 9 1 BORING NO. I-2 ESTIMATED SHWT = 14.63' BORING NO. I-1 ESTIMATED SHWT = 13.23' 3: 1 2:1 1 1 9 : 1 3: 1 2: 1 3: 1 3: 1 3: 1 10:1 15 15 15 1515 15 15 20 2 0 20 20 13 13 14 14 16 16 16 16 17 17 17 17 18 18 18 18 19 1 9 19 19 15 20 16 17 18 19 1515 20 16 17 18 19 15 1 5 15.75 15.75 9.75 12.00 15.75 12.15 20.50 20.50 20.50 20.50 20.50 20.50 20.50 20.57 20.81 20.97 15.00 14.54 14.94 65.0' EMERGENCY SPILLWAY. ELEVATION = 19.10' ST:S1-48''-FES ST:S2-CB ST:B2-OCS-5'x5' ST:B1-24''-FES 10 ' 10' 10-FT MINIMUM WIDTH DAM 20 ' H. Scale:1"=20' | V. Scale: 1"=2' STORMWATER WETLAND PROFILE 5 10 15 20 25 5 10 15 20 25 Invert Elevations 1+00 2+00 3+00 DE P T H : 2 . 0 0 ' DE P T H : 0 . 5 0 ' 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 NC NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E SSIO N A LSEAL 053550 Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C4 1 0 - S C M D E S I G N P L A N No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 7 : 0 4 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ R e s i d e n t i a l \ C 4 1 0 - S C M . d w g SC M D E S I G N P L A N C410 11 / 1 0 / 2 0 2 3 TA C AM R AC K NORTH FOREBAY 6" IMPERMEABLE LINER (CLAY OR SYNTHETIC) TO BE INSTALLED AT POND BOTTOM TO MAINTAIN PERMANENT POOL ELEVATION. LINER DESIGN TO BE PROVIDED BY GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. GEOTECHNICAL ENGINEER TO PROVIDE INFILTRATION TESTING FOLLOWING INSTALLATION TO INSURE IT MEETS THE INFILTRATION REQUIREMENTS. PERMANENT POOL ELEVATION = 15.75 TEMPORARY INUNDATION ZONE ELEVATION = 17.00 10 YEAR WSE = 18.09 25 YEAR WSE = 18.56 2 YEAR WSE = 17.02 TOP OF DAM ELEVATION = 20.50 TEMPORARY INUNDATION ZONE TOPSOIL MINIMUM DEPTH OF 2' IN-SITU SOIL NON-FOREBAY DEEP POOL NON-FOREBAY DEEP POOL SHALLOW WATER EMERGENCY SPILLWAY ELEVATION = 19.10 OUTLET CONTROL STRUCTURE (SHEET C415) ANTI-FLOATATION CONCRETE EXISTING GRADE PROPOSED GRADE ENLARGED WETLAND DETAIL SEE EMBANKMENT SPEC NOTES SHEET C003 2023.11.15 16:59:49-05'00' 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 NC NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E S SIO N A LSEAL 053550 Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C4 1 5 - S C M - D T L S No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 7 : 2 1 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ r e s i d e n t i a l \ C 4 1 0 - S C M . d w g SC M D E T A I L S C415 11 / 1 0 / 2 0 2 3 TA C AM R AC K MAINTENANCE DRAIN POUR BOTTOM HALF OF BLOCK, ALLOW TO CURE HARD TO SET BOX ON TOP 4' X 4' OPEN RISER WITH TRASH RACK ELEV: 18.50' CONTROL STRUCTURE PRECAST SOLID WALL DRAINAGE STRUCTURE. APPROXIMATE PROPOSED GRADE OUTLET BARREL WITH WATERTIGHT SEAL SEE DATA TABLE THIS SHEET. PIPE TO BE BEDDED AS DIRECTED BY GEOTECHNICAL ENGINEER. REFER TO THE GRADING AND DRAINAGE PLAN SHEETS FOR PIPE INFORMATION AND OUTFALL LOCATION. POURED INVERT TO PREVENT STANDING WATER NOTES: 1.ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4000 PSI @ 28 DAYS 2.ALL STEEL TO HAVE A MINIMUM 2" CLEARANCE UNLESS OTHERWISE NOTED 3.ALL INLETS TO HAVE FIELD POURED INVERTS TO ELIMINATE STANDING WATER 4.STRUCTURE COMPONENTS SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS SECTION, PRECAST CONCRETE,CATCH BASIN, DROP INLET, AND MANHOLE, UNLESS OTHERWISE NOTED. 5.COMPOSITE CONTROL OUTLET STRUCTURE CHARACTERISTICS SHOWN MAY VARY FROM PROPOSED CONTROL STRUCTURE CHARACTERISTICS. REFER TO THE COMPOSITE CONTROL OUTLET STRUCTURE TABLE FOR EXACT LOCATIONS, SIZES, AND DIMENSIONS OF COMPOSITE CONTROL STRUCTURES AND APPURTENANCES. FRONT Ø24" OUTFALL PIPE. ELEV: 14.75' 8" PVC SCREW TYPE PLUG 8" PVC CAP WITH A 6.5" DRILLED WATER QUALITY ORIFICE. 8" PVC STUBBED INTO CONTROL STRUCTURE. PROVIDE WATER TIGHT SEAL. 8" PVC TEE TEMPORARY STORAGE VOLUME SEE PROFILES 4' CONCRETE ANT-FLOTATION BLOCK 6.5" ORIFICE WITH TURN DOWN, SEE DETAIL THIS SHEET. ELEV: 15.75' SURFACE AT OCS ELEV: 14.50' TEMPORARY POOL WSE 17.00' 25 YR STORM WSE 18.56' 4' X 4' OPEN RISER WITH TRASH RACK. SEE DETAIL THIS SHEET ELEV: 18.50' POURED INVERT TO PREVENT STANDING WATER ORIFICE ELEV: 15.75' Ø36" OUTFALL PIPE. ELEV: 14.75' 4' X 4' OPEN RISER WITH TRASH RACK ELEV: 18.50' Ø6.5" ORIFICE WITH TRASH RACK ELEV: 15.75' TURN DOWN CONTROL STRUCTURE (SEE DETAIL) CONSTRUCTION NOTES: THE WETLAND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. CONSIDER CONSTRUCTION SEQUENCING SO THAT VEGETATION CAN BE PLANTED AND THE WETLAND BROUGHT ONLINE WITHIN 14 DAYS. PLANTS MAY NEED TO BE WATERED DURING THIS TIME IF THE DEVICE IS NOT BROUGHT ONLINE THE SAME DAY. STABILIZATION MAY BE IN THE FORM OF FINAL VEGETATION PLANTINGS OR A TEMPORARY MEANS UNTIL THE VEGETATION BECOMES ESTABLISHED. A GOOD TEMPORARY MEANS OF STABILIZATION IS A WET HYDROSEED MIX. FOR RAPID GERMINATION, SCARIFY THE SOIL TO A HALF-INCH PRIOR TO HYDROSEEDING. INLET AND OUTLET CHANNELS SHOULD BE PROTECTED FROM SCOUR THAT MAY OCCUR DURING PERIODS OF HIGH FLOW. STANDARD EROSION CONTROL MEASURES SHOULD BE USED. THE LAND QUALITY SECTION OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES AND THE U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCE CONSERVATION SERVICE (NRCS) CAN PROVIDE INFORMATION ON EROSION AND SEDIMENT CONTROL TECHNIQUES. THE STORMWATER WETLAND SHOULD BE STAKED AT THE ONSET OF THE PLANTING SEASON. WATER DEPTHS IN THE WETLAND SHOULD BE MEASURED TO CONFIRM THE ORIGINAL PLANTING ZONES. AT THIS TIME, IT MAY BE NECESSARY TO MODIFY THE PLANTING PLAN TO REFLECT ALTERED DEPTHS OR THE AVAILABILITY OF WETLAND PLANT STOCK. SURVEYED PLANTING ZONES SHOULD BE MARKED ON AN "AS-BUILT" OR RECORD DESIGN PLAN AND LOCATED IN THE FIELD USING STAKES OR FLAGS. THE WETLAND DRAIN SHOULD BE FULLY OPENED FOR NO MORE THAN 3 DAYS PRIOR TO THE PLANTING DATE (WHICH SHOULD COINCIDE WITH THE DELIVERY DATE FOR THE WETLAND PLANT STOCK) TO PRESERVE SOIL MOISTURE AND WORKABILITY. THE MOST COMMON AND RELIABLE TECHNIQUE FOR ESTABLISHING AN EMERGENT WETLAND COMMUNITY IN A STORMWATER WETLAND IS TO TRANSPLANT NURSERY STOCK OBTAINED FROM LOCAL AQUATIC PLANT NURSERIES. THE OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO MID-JUNE SO THAT THE WETLAND PLANTS WILL HAVE A FULL GROWING SEASON TO BUILD THE ROOT RESERVES NEEDED TO SURVIVE THE WINTER. HOWEVER, SOME SPECIES MAY BE PLANTED SUCCESSFULLY IN EARLY FALL. CONTACT YOUR NURSERY WELL IN ADVANCE OF CONSTRUCTION TO ENSURE THAT THEY WILL HAVE THE DESIRED SPECIES AVAILABLE. POST-NURSERY CARE OF WETLAND PLANT IS VERY IMPORTANT IN THE INTERVAL BETWEEN DELIVERY OF THE PLANTS AND THEIR SUBSEQUENT INSTALLATION BECAUSE THEY ARE PRONE TO DESICCATION. STOCK SHOULD BE FREQUENTLY WATERED AND SHADED. SAFETY CONSIDERATIONS THE PERMANENT POOL OF WATER PRESENTS AN ATTRACTIVE PLAY AREA TO CHILDREN AND THUS MAY CREATE SAFETY PROBLEMS. ENGINEERING DESIGN FEATURES THAT DISCOURAGE CHILD ACCESS ARE RECOMMENDED. TRASH RACKS AND OTHER DEBRIS-CONTROL STRUCTURES SHOULD BE SIZED TO PREVENT ENTRY BY CHILDREN. OTHER SAFETY CONSIDERATIONS INCLUDE USING FENCES AROUND THE SPILLWAY STRUCTURE, EMBANKMENT, AND STORMWATER WETLAND SLOPES; USING SHALLOW SAFETY BENCHES AROUND THE STORMWATER WETLAND; AND POSTING WARNING SIGNS. FENCING OF STORMWATER WETLANDS IS NOT GENERALLY AESTHETICALLY PLEASING BUT MAY BE REQUIRED BY THE LOCAL REVIEW AUTHORITY. A PREFERRED METHOD IS TO ENGINEER THE CONTOURS OF THE STORMWATER WETLAND TO ELIMINATE DROPOFFS AND OTHER SAFETY HAZARDS AS DISCUSSED ABOVE. RISER OPENINGS MUST RESTRICT UNAUTHORIZED ACCESS. ENDWALLS ABOVE PIPE OUTFALLS GREATER THAN 48 INCHES IN DIAMETER MUST BE FENCED TO PREVENT FALLS. 40" (W) X 12" (H) ORIFICE ELEV: 17.50' PERMANENT POOL WSE 15.75' MAINTENANCE DRAIN INVERT AT 619.50' 6" DIP MAINTENANCE DRAIN. INVERT IN ELEVATION = 15.75' ANTI-SEEP COLLAR TO BE INSTALLED ON OUTLET PIPE. SEE DETAIL THIS SHEET. INSTALL RIP-RAP SURROUNDING MAINTENANCE DRAIN (TYP.) STEPS EMERGENCY DRAIN TEMPORARY POOL ORIFICE WITH TRASH RACK ELEV:17.50' LOCKABLE ACCESS HATCH WITH A MINIMUM CLEAR SPACE OF 2.0' X 3.0'. ALIGN ACCESS HATCH WITH STRUCTURE STEPS. SEE DETAIL THIS SHEET 54.4" (W) X 54.4" (D) X 12.9" (H) CONTECH PLASTIC STORM RACK. SEE DETAIL THIS SHEET. 40" (W) X 12" (H) ORIFICE AND CONTECH PLASTIC STORM RACK. SEE DETAIL THIS SHEET. BARREL INVERT = 14.95' POLYPROPYLENE PLASTIC STEPS. PLACE AS NEEDED BOTH INSIDE AND OUTSIDE OF RISER STRUCTURE. SEE DETAIL SHEET C907. 10 YR STORM WSE 18.09' NOT TO SCALE REV.12/01/2017 SECTION C-CSECTION B-B PROFILE VIEW SECTION A-A 1.50' MIN. FILTER DIAPHRAM 1-YR STORM WSE 16.56' 2-YR STORM WSE 17.02' C C EMERGENCY SPILLWAY (IF SHOWN ON PLANS) 3' MIN 1' SEE OUTLET CONTROL STRUCTURE PROFILE 50' TOP OF BERM ELEVATION 936 NON-WOVEN GEOTEXTILE FABRIC SECTION A-A 3' MIN 1' POND 3' MIN TIE-IN EMBANKMENT - SEE EMBANKMENT NOTES AND SPECIFICATIONS NON-WOVEN GEOTEXTILE FABRIC EMERGENCY SPILLWAY WEIR INVERT ELEV:935 FT RIP RAP SEE PLAN VIEW FOR SIZE AND DEPTH OF APPLICATION TIE IN MIN. 1.0' ALL SIDES SCALE:REV.12/01/2017 1' MIN TIE-IN EXTEND RIP RAP AND NON WOVEN FILTER FABRIC TO NATURAL GROUND EMERGENCY SPILLWAY NOT TO SCALE ES CLASS I RIP RAP ELEV. = 15.75' 2023.11.15 17:00:04-05'00' UTILITY PLAN NOTES 1.SEE "GENERAL NOTES" SHEET FOR SITE GENERAL NOTES AND ZONING NOTES. 7.REFER TO GENERAL NOTES SHEET FOR GENERAL, WATER UTILITY, AND SANITARY SEWER, NOTES, MATERIALS, AND REQUIREMENTS. 8.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.ALL NON-METALLIC PIPE SHALL BE INSTALLED WITH TRACER WIRE. 8.TRACER WIRE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE PROPOSED SANITARY SEWER LATERAL. 9.ALL SANITARY SEWER CLEANOUTS ARE TO BE TRAFFIC RATED. 10.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. 11.ADJUST ALL APPURTENANCES TO PROPOSED GRADE. 12.ALL WATER MAIN SHALL BE DUCTILE IRON AND TO BE COMPLETELY RESTRAINED. 13.ALL SANITARY SEWER SHALL BE PVC SDR35. 14.CONDUIT TO BE INSTALLED BETWEEN IRRIGATION METER AND BUILDING FOR BAS MONITORING PER WAWA STANDARD. 15.ALL DUCTILE IRON WATER PIPING SHALL BE AWWA CLASS C-150 DUCTILE IRON PIPE. 16.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. 17.A MINIMUM OF 2 FT OF SUITABLE FILL IS REQUIRED BETWEEN ANY ROCK/CONCRETE/ASPHALT AND THE GAS LINE. 18.ALL HIGH PRESSURE LINES ARE TO BE LABELED WITH: 'CAUTION HIGH PRESSURE' IN A NOTICEABLE BOLD FONT. 19.THERE MUST BE A MINIMUM OF 1-FT CLEARANCE BETWEEN ANY GAS LINE AND OTHER UTILITIES FOR THIS SITE. 20.NOTE TO CONTRACTOR: WHEN ORDERING KNOX BOX, GO TO WWW.KNOXBOX.COM AND SELECT NEW HANOVER COUNTY FIRE SERVICES. 21.ALL SERVICE CONNECTIONS TO BE INSTALLED OPEN-CUT 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 ALERT TO CONTRACTOR: *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. *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. *AQUA NORTH CAROLINA SHALL BE NOTIFIED 72 HOURS BEFORE CONSTRUCTION IS TO BEGIN. *AQUA NORTH CAROLINA SHALL BE NOTIFED 72 HOURS BEFORE ANY CONSTRUCTION IS BURIED. *AQUA NORTH CAROLINA SHALL BE NOTIFIED 48-72 HOURS BEFORE ANY TESTING IS CONDUCTED.S S S CO CO CO CO CO CO S CO S CO CO CO CO CO S S CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M S S S SS W W W WWWWW GG G G G GGGGGGGGGG S 8''SS8''SS8''SS M EEEEEEEE S WW W W W S 8''S S S 6''FW 6''FW 6''FW 6''FW6''FW6''FW6''FW M M 0 + 0 0 1+00 2+00 3+00 4+00 5+005+11 LS B LS B LS B LSBLSB LS B LS B LS B LS B LSBLSBLSBLSBLSB LS B LS B LS B LS B LS B LS B LS B LSB LSB LSB LSB LSB LSB LS B LSB LSB BSLBSL BS L BS L BS L BS L BS L BSLBSLBSLBSL BS L BS L BS L BS L BS L BS L BS L BSL BSL BSL BSL BSL BS L BSL BSL BS L BS L BS L BS L BS L BSLBSLBSLBSL LSB LSB LSB LSB LSB LS B LS B U59FB-L 5,919 GSF VA N UE UE UE M DE DE DEDE DE DE DE DE UE COMMERCIAL PROJECT AREA UNDERGROUND ELECTRIC STUB FOR FUTURE DEVELOPMENT NATURAL GAS STUB FOR FUTURE DEVELOPMENT DOMESTIC WATER STUB FOR FUTURE DEVELOPMENT POLE MOUNTED TRANSFORMER. CONTRACTOR TO COORDINATE WITH THE UTILITY PROVIDER PRIOR TO CONSTRUCTION POINT OF GAS SERVICE CONNECTION WATER LINE EXTENSION TO BE DESIGNED BY OTHERS SEE SHEETS WS01-WS08C FOR WATER MAIN EXTENSION DESIGN 8"x8"x2" TEE FOR DOMESTIC SERVICE TO PROPOSED WATER MAIN EXTENSION 2" DOMESTIC WATER METER 2" RPZ BACKFLOW PREVENTER IN HOTBOX SEWER LIFT STATION TO BE DESIGNED BY OTHERS SEE SHEETS WS01-WS08C FOR LIFT STATION AND FORCE MAIN DESIGN PRESSURIZED SEWER LINE TO BE DESIGNED BY OTHERS FIRE LINE STUB FOR FUTURE DEVELOPMENT 6" FIRE LINE METER 6" RPZ BACKFLOW PREVENTER IN HOTBOX 8"x8"x6" TEE FOR FIRE SERVICE TO PROPOSED WATER MAIN EXTENSION 2"x2"x1" TEE FOR WATER SERVICE TO PROPOSED LIFT STATION 1" WATER SERVICE LINE TO PROPOSED LIFT STATION YARD HYDRANT 6" GATE VALVE 109' 122' 88 . 7 1 ' 122 FEET AND 109 FEET FROM EXISTING WELLS TO PROPOSED SEWER FORCE MAIN SEE SEWER PLAN CONTINUATION STARTING ON SHEET WS-01 SS:S4-MH RIM:25.89 INV IN: 16.67 INV OUT: 15.70 SS:S5-MH RIM:23.20 INV IN: 14.46 H. Scale:1"=40' | V. Scale: 1"=4' PROFILE:S4 TO S5 8 10 15 20 25 30 8 10 15 20 25 30 Invert Elevations 0+00 1+00 2+00 3+00 249 LF OF 8" PVC @ 0.50% ST:S5-MH RIM:23.20 INV IN:14.46 ST:S4-MH RIM:25.89 INV IN:16.67 INV OUT:15.70 PROPOSED GRADE EXISTING GRADE 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 NC NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E SSIO N A LSEAL 053550 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 : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C5 0 1 - U T I L No v e m b e r 1 7 , 2 0 2 3 1 1 : 3 5 : 2 4 a m K: \ C H L _ P R J \ 1 1 7 1 5 2 I m p e c c a b l e D e v e l o p m e n t \ 0 0 4 C a r o l i n a B e a c h W i l m i n g t o n \ 0 2 - D W G \ P l a n S h e e t s \ R e s i d e n t i a l \ C 5 0 1 - U T I L . d w g UT I L I T Y P L A N C501 11 / 1 0 / 2 0 2 3 TA C AM R AC K NORTH 2023.11.19 19:59:47-05'00' 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 NC NE W H A N O V E R C O U N T Y © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E SSIO N A LSEAL 053550 Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C9 0 1 - N C G 0 1 S T A N D A R D S No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 8 : 0 8 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ r e s i d e n t i a l \ C 9 0 1 - 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 11 / 1 0 / 2 0 2 3 0 IS S U E D F O R P E R M I T KH A A TA C AM R AC K 2023.11.15 17:00:33-05'00' 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 OUTLET Not to Scale GUIDELINES FOR SEDMIENT CONTROL BMPs Not to Scale GUIDELINES FOR SEDMIENT CONTROL BMPs Not to Scale GUIDELINES FOR SEDMIENT CONTROL BMPs Not to Scale TREE PROTECTION DURING CONSTRUCTION Not to Scale TREE PROTECTION DURING 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 NC NE W H A N O V E R C O U N T Y © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E SSIO N A LSEAL 053550 Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C9 0 2 - E S C P D T L S 1 No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 8 : 1 5 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ r e s i d e n t i a l \ C 9 0 1 - 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 11 / 1 0 / 2 0 2 3 0 IS S U E D F O R P E R M I T KH A A TA C AM R AC K 2023.11.15 17:00:48-05'00' Not to Scale GRAVEL SECTION NOTE: CURB SLOPE TO MATCH P.C. CONCRETE BA C K O F C U R B SUBGRADE AND COMPACTION PAVEMENT SECTIONS, SUBBASE, SEE PAVING DETAILS FOR REQUIREMENTS. A TRAVERSE AND LOGITUDINAL. ADJACENT PAVEMENT, A REFERENCE PAVEMENT SECTION Not to Scale RIBBON CURBD/E SI D E W A L K / FR O N T O F WIDTH PER PLAN / MATCH ADJACENT CURB OVERALL TRANSITION TO ADJACENT CURB AND GUTTER MAY BE SUBJECT TO ADA REQUIREMENTS Max. 12:1 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 NC NE W H A N O V E R C O U N T Y © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E SSIO N A LSEAL 053550 Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C9 0 3 - S I T E D T L S No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 8 : 1 7 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ r e s i d e n t i a l \ C 9 0 1 - E S C P D T L S . d w g SI T E D E T A I L S C903 11 / 1 0 / 2 0 2 3 0 IS S U E D F O R P E R M I T KH A A TA C AM R AC K 2023.11.15 17:01:01-05'00' Not to Scale INTERFERENCE STORM DRAIN MAN HOLE Not to Scale CATCH BASIN Not to Scale CATCH BASIN CASTING FOR 24" HOOD AND GRATE Not to Scale STANDARD MAN-HOLE VENTED SECTION Not to Scale STANDARD MAN-HOLE RING AND COVER YARD INLET DETAILS VA R I E S (S E E P L A N S ) REFERENCE MANUFACTORER'S DETAILS Nyloplast America, Inc. Buford, Georgia 30518 3130 Verona Avenue 8",10",12",15",18",24" and 30" ELBOW RISER 1 STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30" (36") 2 WATERTIGHT JOINTS AND ADAPTERS SHALL BE UTLIZED. ADAPTER MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION TEE RIM ELEVATION ** GRATES/COVERS SHALL MEET H-20 LOAD RATING IN TRAFFIC PAVEMENT AREAS. CONC. SLAB 8" M I N T H I C K N E S S 18" min. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. TRAFFIC LOADING CAST IRON GRATES PER PLAN DUCTILE IRON GRATES PER PLAN Not to Scale AREA DRAINS - YARD INLETS - CLEANOUTS 8"- 36" NYLOPLAST INLINE DRAIN 3 GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 4 FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 5 REFERENCE MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION AND BACKFILL. FOR INFORMATION ONLY 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 NC NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E S SIO N A LSEAL 053550 Xref ..\References\x3624-Border.dwg Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C9 0 6 - S T O R M U T I L D T L S No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 8 : 3 5 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ r e s i d e n t i a l \ C 9 0 6 - S T O R M U T I L - D T L S . d w g ST O R M D E T A I L S C904 11 / 1 0 / 2 0 2 3 AC K TW M RT L 2023.11.15 17:01:17-05'00' RR GENERAL NOTES: NON-WOVEN FILTER FABRIC TO EXTEND A MINIMUM OF 12" BEYOND THE FLARD END SECTION NATURAL GRADE CLASS 1 RIP-RAP HUB END ON OUTLET END SECTIONS. SPIGOT END ON INLET END SECTIONS. 4" #5 WASHED STONE LAYER OF NON-WOVEN FILTER FABRIC, EXTENDING UP BOTH SIDES 2 I 2 I A A OVERLAY RIP-RAP APRON WITH JUTE NETTING (ONLY WHERE FLOC LOGS OR PAM IS USED IN SLOPE DRAINS, DIVERSION DITCHES, OR STORM STRUCTURES) LAYER OF JUTE NETTING (REFER TO "JUTE/COIR BAFFLES" DETAIL FOR SPEC) FLARED END SECTION OR SLOPE DRAIN OR CULVERT LAYER OF NON-WOVEN FILTER FABRIC UNDER ENTIRE SECTION OF RIP-RAP 1.RIP-RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT. 2.THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIP-RAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. 3.THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1. 4.ALL SUBGRADE STRUCTURE TO BE COMPACTED TO 95%%% OR GREATER. 5.THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED. 6.NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED. 7.CONTRACTOR TO PROVIDE PHOTOS OF FILTER FABRIC BEING INSTALLED. Not to Scale RIPRAP APRON Not to Scale FLARED END SECTION OUTLET DIMENSION TABLE Not to Scale FLARED END SECTION OUTLET 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 NC NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E S SIO N A LSEAL 053550 Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : SI T E - D E T L - 2 No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 8 : 3 9 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ r e s i d e n t i a l \ C 9 0 6 - S T O R M U T I L - D T L S . d w g 11 / 1 0 / 2 0 2 3 AC K TW M RT L Xref ..\References\x3624-Border.dwg ST O R M D E T A I L S C905 11 / 1 0 / 2 0 2 3 AC K TW M RT L 2023.11.15 17:01:30-05'00' 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 NC NE W H A N O V E R C O U N T Y © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E SSIO N A LSEAL 053550 Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C9 0 7 - U T I L I T Y D E T A I L S No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 9 : 0 2 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ r e s i d e n t i a l \ C 9 0 7 - U T I L D E T A I L S . d w g C906 11 / 1 0 / 2 0 2 3 TA C AM R AC K UT I L I T Y D E T A I L S 2023.11.15 17:01:48-05'00' 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 NC NE W H A N O V E R C O U N T Y © 2 0 2 3 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 . 68 0 0 C A R O L I N A B E A C H - EN A B L I N G P R O J E C T IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 1 1 NO R T H CAROLI N A A L E X C. K I M B R ELLE NGI N E E R PRO F E SSIO N A LSEAL 053550 Pl o t t e d B y : Ki m b r e l l , A l e x S h e e t S e t : 68 0 0 C a r o l i n a B e a c h - R e s i d e n t i a l L a y o u t : C9 0 8 - U T I L I T Y D E T A I L S No v e m b e r 1 5 , 2 0 2 3 0 4 : 3 9 : 0 4 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 i m p e c c a b l e d e v e l o p m e n t \ 0 0 4 c a r o l i n a b e a c h w i l m i n g t o n \ 0 2 - D W G \ p l a n s h e e t s \ r e s i d e n t i a l \ C 9 0 7 - U T I L D E T A I L S . d w g C907 11 / 1 0 / 2 0 2 3 TA C AM R AC K UT I L I T Y D E T A I L S 2023.11.15 17:02:03-05'00' 1,453 IZ 347 SD SD 255 SD 189SD 302 SD 874 430 SD *52UND C29E5S C2DE 4T<C2002N NA0E C2NTAINE5 S3ACIN*SIZE S3ACIN* SD 2,397 SHALL2W WATE5DEE3 322L Z2NE 4 32T 20 2C18 )ULL 24 RF IZ 1,453 INUDATI2N Z2NE 4 32T 20 2C18 )ULL 24 RF WETLAND SCHEDULE TKLV GRFXPHQW, WRJHWKHU ZLWK WKH FRQFHSWV DQG GHVLJQV SUHVHQWHG KHUHLQ, DV DQ LQVWUXPHQW RI VHUYLFH, LV LQWHQGHG RQO\ IRU WKH VSHFLILF SXUSRVH DQG FOLHQW IRU ZKLFK LW ZDV SUHSDUHG 5HXVH RI DQG LPSURSHU UHOLDQFH RQ WKLV GRFXPHQW ZLWKRXW ZULWWHQ DXWKRUL]DWLRQ DQG DGDSWDWLRQ E\ .LPOH\HRUQ DQG AVVRFLDWHV, IQF VKDOO EH ZLWKRXW OLDELOLW\ WR .LPOH\HRUQ DQG AVVRFLDWHV, IQF %< DA T E AS S H 2 W N 5E 9 I S I 2 N S NR DA T E SHEET NUMBER CH E C . E D % < SC A L E DE S I * N E D % < D5 A W N % < .H 3 5 2 - E C T 20 0 S 2 U T H T 5 < 2 N S T , S U I T E 2 0 0 , C H A 5 L 2 T T E , N C 2 8 2 0 2 3H 2 N E 7 0 4 3 3 3 5 1 3 1 WW W . I 0 L E < H 2 5 N C 2 0 NC L I C E N S E ) 0 1 0 2 35 E 3 A 5 E D ) 2 5 NC NE W H A N 2 9 E 5 C 2 U N T < Know what's below. before you dig.Call 5 2 0 2 3 . I 0 L E < H 2 5 N A N D A S S 2 C I A T E S , I N C 8 0 0 C A 5 2 L I N A % E A C H EN A % L I N * 3 5 2 - E C T I0 3 E C C A % L E D E 9 E L 2 3 0 E N T 11 7 1 5 2 0 1 1 3O R W W H G % \ 5R G U L J X H ] , A O H [ 0 S K H H W S H W 8 0 0 C D U R O L Q D % H D F K 5 H V L G H Q W L D O L D \ R X W WE T L A N D NR Y H P E H U 1 , 2 0 2 3 1 0 5 4 0 5 D P . ? C H L B 3 5 - ? 1 1 7 1 5 2 L P S H F F D E O H G H Y H O R S P H Q W ? 0 0 4 F D U R O L Q D E H D F K Z L O P L Q J W R Q ? 0 2 D W * ? S O D Q V K H H W V ? U H V L G H Q W L D O ? L 1 0 0 L A N D S C A 3 E 3 L A N G Z J WE T L A N D P O N D PL A N T I N G S L100 11 1 0 2 0 2 3 TA C A0 5 AC . N25TH 2 4 24 SHALL2W LAND SHALL2W WATE5 WET LAND 3LANTIN* DETAIL NTS N2TE 5E3EAT 3LANTIN* 3ATTE5N )25 EACH Z2NE 00 WETLAND 32ND 3LANTIN*S A NI L25ACHT52N 2201 5 E * I S TE5ED L A NDSCA 3 E A 5CHITECT L A U 5 A HA N D L E T 2N 11/16/2023 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 NC 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 3 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 - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 PRELIMINARY PERMIT SET NOT FOR CONSTUCTION GENERAL NOTES 1.ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES, AND ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT ITS EXPENSE, UNLESS PREVIOUSLY OBTAINED BY THE OWNER AND PROVIDED AT THE PRECONSTRUCTION CONFERENCE. 2.ALL SEWER AND FORCE MAIN CONSTRUCTION SHALL CONFORM TO NEW HANOVER COUNTY AND NCDEQ REGULATIONS, STANDARDS, AND SPECIFICATIONS. 3.DEVIATION FROM THESE CONTRACT DOCUMENTS WITHOUT THE PRIOR WRITTEN CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. 4.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS. 5.CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT FOR REVIEW BY THE ENGINEER PRIOR TO ORDERING. 6.COORDINATES SHOWN ON THE DRAWINGS ARE BASED ON THE NORTH CAROLINA GRID SPC 83. 7.WHERE THE CONTRACTOR DETERMINES THAT ENCROACHMENT ONTO PRIVATE PROPERTY IS NECESSARY AND AN EASEMENT HAS NOT BEEN PROVIDED, THE CONTRACTOR SHALL CONTACT INDIVIDUAL PROPERTY OWNERS AND OBTAIN WRITTEN APPROVAL FOR THAT ENCROACHMENT. 8.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SHEETING REQUIRED FOR THE INSTALLATION AND FOLLOW ALL OSHA EXCAVATION REQUIREMENTS FOR SHEETING/SHORING. ALL EXCAVATIONS SHALL BE KEPT WITHIN THE DESIGNATED RIGHT-OF-WAYS, EASEMENT WIDTHS, AND PROPERTY LINES. EXCAVATION WITHIN PAVED AREAS SHALL BE KEPT TO A MINIMUM. SHEETING SHALL BE INSTALLED AS REQUIRED TO PROTECT EXISTING UTILITIES AND STRUCTURES. 9.LOCATIONS OF EXISTING SHOWN UTILITIES ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE EXACT SIZE, DEPTH, MATERIAL, ORIENTATION, AND LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND TO TAKE WHATEVER STEPS ARE NECESSARY TO PROVIDE FOR THEIR PROTECTION. THE ENGINEER HAS ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING UTILITIES ON THE PLANS; HOWEVER, THIS INFORMATION IS SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE ENGINEER AND THE OWNER ASSUME NO RESPONSIBILITY FOR THE LOCATIONS OF UTILITIES SHOWN OR NOT SHOWN. PRIOR TO DIGGING ON OR OFF SITE, THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BY "NORTH CAROLINA 811". THE CONTRACTOR SHALL CONTACT ANY UTILITY COMPANY WHOSE UTILITIES ARE NOT LOCATED BY "NORTH CAROLINA 811" FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND/OR REPLACE ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR TO EXISTING CONDITIONS AT THE CONTRACTOR'S EXPENSE. 10.BURIED DATA, TELEPHONE, AND CATV CABLES (FIBER OPTICS AND CONVENTIONAL) ARE KNOWN TO VARY DUE TO INSTALLATION TECHNIQUES. CONTRACTOR SHALL COORDINATE WORK WITH CONFLICTING DATA, TELEPHONE, AND CATV CABLES AS NECESSARY FOR INSTALLATION OF THE PROPOSED WATER AND/OR SEWER. UTILITY COORDINATION SHALL BE INCLUDED IN THE PROJECT SCHEDULE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT THE PROJECT SCHEDULE INCLUDES THE NECESSARY RELOCATIONS. THE CONTRACTOR SHALL NOT BE PAID ADDITIONALLY FOR THIS COORDINATION AND RELOCATIONS. 11.STOCKPILE LOCATIONS AND LAYDOWN AREAS SHALL BE LOCATED WITHIN THE EXISTING CONSTRUCTION LIMITS AS SHOWN ON THE PLANS. CONSTRUCTION ENTRANCE SHALL BE PLACED AS NEEDED BY THE CONTRACTOR ACCORDING TO THE DRAWING STANDARD DETAILS. ANY AREAS THE CONTRACTOR UTILIZES FOR STOCKPILING SHALL HAVE ADEQUATE EROSION CONTROL MEASURES INSTALLED PER THE NORTH CAROLINA EROSION PREVENTION AND SEDIMENTATION CONTROL HANDBOOK. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE LOCAL POWER COMPANY ANY ADDITIONAL SUPPORT OF EXISTING POWER POLES AS REQUIRED FOR TRENCH EXCAVATION. ALL COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR. 13.ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE. 14.CONTRACTOR SHALL VERIFY EXACT MATERIALS, LOCATION, ELEVATION, DIMENSIONS, AND LAYOUT OF EXISTING SYSTEM TO BE CONNECTED TO PRIOR TO ORDERING MATERIALS. 15.TYPICAL DEPTH OF COVER FOR BURIED PIPE SHALL BE 3.5 FEET, UNLESS OTHERWISE SHOWN OR SPECIFIED. 16.DETECTOR TAPE AND WIRE ARE REQUIRED FOR ALL BURIED PIPE. 17.ALL SLOPES SHALL BE 3:1 OR FLATTER, UNLESS OTHERWISE SHOWN. ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL CONSTRUCTION SHALL BE SEEDED, MULCHED, AND RESTORED IN ACCORDANCE WITH THE SPECIFICATIONS. 18.ALL MANHOLE COVERS AND VALVE BOX LIDS FOR WATER SHALL READ "WATER", ALL MANHOLE COVERS FOR SEWER SHALL READ "SEWER". ALL SEWER MANHOLES AND STRUCTURES SHALL BE CLEARLY LABELED AS "PERMIT ENTRY CONFINED SPACE". CONFINED SPACE SIGNS SHALL EITHER BE PERMANENTLY AFFIXED TO THE CONCRETE STRUCTURE OR APPLIED TO A METALLIC INSERT INSTALLED BELOW THE LID. 19.PROVIDE GEOTEXTILE UNDER ALL GRAVEL AREAS WITHIN PUMP STATION. GEOTEXTILE SHALL BE TENSAR BX1100, MIRAFI 500X OR EQUIVALENT. 20.ALL PAVEMENT CUTS SHALL BE SAW CUT ALONG A STRAIGHT EDGE. 21.ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH AS TREES, VEGETATION, FENCING, ETC., SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE AT A STATE-APPROVED DISPOSAL SITE. 22.EXISTING VEGETATION OUTSIDE OF THE CLEARING LIMITS TO REMAIN SHALL BE PROTECTED FROM DAMAGE. 23.THE CONTRACTOR SHALL RESTORE GRADE TO PRE-CONSTRUCTION CONDITION UNLESS OTHERWISE NOTED ON THE DRAWINGS. 24.CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND PUBLIC. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT. COORDINATE ROAD CLOSURES WITH TOWN, POLICE, FIRE DEPARTMENTS, AND NCDOT AS APPLICABLE. 25.FENCING SHALL BE 9 GAUGE ALUMINUM COATED STEEL WIRE WOVEN IN A 2-INCH DIAMOND MESH CONFORMING TO ASTM A491. THE COATED WIRE SHALL HAVE A MINIMUM TENSILE STRENGTH OF 80,000 LBS. PER SQUARE INCH. 26.BACKFLOW PREVENTION ASSEMBLY (BFPA) SHALL BE OF THE SIZE SHOWN ON THE DRAWINGS, AND SHALL BE OF THE REDUCED PRESSURE PRINCIPLE TYPE IN ACCORDANCE WITH AWWA 6506, WITH TWO (2) INDEPENDENT OPERATING SPRING LOADED CHECK VALVES AND ONE (1) SPRING LOADED, DIAPHRAGM ACTUATED, DIFFERENTIAL PRESSURE RELIEF VALVE SHALL BE INSTALLED BETWEEN THE CHECK VALVES. BACKFLOW PREVENTER SHALL BE BRONZE BODY CONSTRUCTION, WITH EPT RUBBER DISCS AND BUNA-N AND NYLON DIAPHRAGM. SCREWS AND SPRINGS SHALL BE OF STAINLESS STEEL. END CONNECTIONS SHALL BE SCREWED, UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS. REDUCED PRESSURE BACKFLOW PREVENTER INSTALLATIONS SHALL INCLUDE ISOLATION VALVES AND FOUR TEST COCKS, FURNISHED AS AN ASSEMBLY. ISOLATION VALVES FOR REDUCED PRESSURE BACKFLOW PREVENTERS SHALL BE BALL VALVES. TEST COCKS SHALL BE LOCATED AS RECOMMENDED BY THE MANUFACTURER TO FACILITATE FUNCTIONAL TESTING OF THE ASSEMBLY. THE REDUCED PRESSURE BACKFLOW PREVENTER SHALL BE AS MANUFACTURED BY BEECO DIVISION, HERSEY PRODUCTS INC., AERGAP MODEL 6CM, WATTS 909, OR EQUIVALENT. 27.BFPA HOT BOX SHALL HAVE A LOCKABLE HINGED ACCESS COVER WITH INSULATED FIBERGLASS CONSTRUCTION. HOT BOX SHALL BE AWWA AND NFPA COMPLIANT. HOT BOX SHALL BE OF ADEQUATE SIZE TO HOUSE BFPA WITH A FLANGED BASE FOR ANCHORING. BFPA SHALL BE MOUNTED ON A 4 INCH THICK CONCRETE PAD 3 INCHES LARGER THAN OUTSIDE ANCHORING FLANGE OF HOT BOX. PAD SHALL BE INSTALLED LEVEL ON TOP OF PROPOSED GRADE. AUTOMATIC HEAT TRACE SHALL BE PROVIDED FOR ALL ABOVE GRADE BFPA PIPING. 28.INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND OWNER'S REQUIREMENTS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 29.CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT TO COMPLETE WORK, INCLUDING BUT NOT LIMITED TO: ------DEWATERING EQUIPMENT ------BYPASS PUMPS & PIPING ------TEMPORARY ELECTRICAL SERVICES 30.ALL EQUIPMENT WARRANTIES SHALL BE FULLY TRANSFERRED TO THE OWNER UPON SYSTEM TURN OVER. 31.THE CONTRACTOR SHALL PROVIDE ELEVATIONS OF WETWELL BOTTOM, RIM, AND INVERT IMMEDIATELY AFTER INSTALLATION AND PRIOR TO THE INSTALLATION OF PUMPS OR VALVES. CONTRACTOR SHALL PROVIDE AS-BUILT ELEVATIONS OF FORCE MAIN EVERY 100 LF AND WHERE CENTERLINE ELEVATIONS ARE SHOWN. AS-BUILT ELEVATIONS SHALL BE ACQUIRED BY LICENSED SURVEYOR OF THE CONTRACTOR DURING INSTALLATION. UTILITY NOTES 1.UTILITY SEPARATION REQUIREMENTS: 1.1.DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL. 1.2.WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER. 1.3.WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. 1.4.5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER. 1.5.MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6" MIN. CLEARANCE). 1.6.ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN. VERTICAL SEPARATION REQUIRED. 2.CONTRACTOR SHALL CORE DRILL AND MODIFY ALL EXISTING MANHOLES FOR CONNECTION OF PROPOSED FORCE MAIN IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARDS AND SPECIFICATIONS. 3.CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 72 HOUR ADVANCE NOTICE TO CAPE FEAR PUBLIC UTILITY AUTHORITY. 4.ALL MECHANICAL JOINTS SHALL BE FITTED WITH RESTRAINING TYPE ACCESSORY KITS MEGA-LUG SERIES 2000PV OR APPROVED EQUAL. ALL BURIED EXTERIOR PRESSURIZED PIPING SHALL HAVE RESTRAINED JOINTS FOR THRUST PROTECTION UNLESS OTHERWISE SPECIFIED. 5.AS-BUILT ELEVATIONS SHALL BE ACQUIRED BY A LICENSED SURVEYOR DURING INSTALLATION AND REFERENCED TO THE PROJECT DATUM. ELEVATIONS SHALL BE PROVIDED FOR ALL PIPE INVERTS AT STRUCTURES, STRUCTURE RIM AND FLOOR ELEVATIONS, AND AT LOCATIONS WHERE CENTERLINE ELEVATION IS SHOWN ON THE PROFILE. ELEVATIONS SHALL BE PROVIDED BY A SURVEYOR LICENSED IN THE STATE OF NORTH CAROLINA. 6.PIPE ALIGNMENT SHOWN IS BASED ON STANDARD FITTINGS AVAILABLE. JOINT DEFLECTIONS SHALL NOT EXCEED 75 PERCENT OF MANUFACTURER'S RECOMMENDED DEFLECTION. CONTRACTOR SHALL ADJUST PIPELINE ALIGNMENT AND DEFLECT JOINTS AS NECESSARY TO ACCOMMODATE THE STANDARD BENDS SHOWN. 7.ALL METALLIC NON-STAINLESS STEEL PIPE AND FITTINGS SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR APPROVED EQUAL. ALL DUCTILE IRON PIPE SHALL BE PC 350. ALL PVC PIPE SHALL BE C900 DR18. ALL HDPE PIPE SHALL BE DR11. 8.DETECTOR TAPE WITH APPLICABLE AWPA COLORING AND INSULATED TRACER WIRE IS REQUIRED FOR ALL BURIED PIPE. 9.ALL MANHOLE COVERS AND VALVE BOX LIDS FOR WATER SHALL READ "WATER", ALL MANHOLE COVERS AND VALVE BOX LIDS FOR SEWER SHALL READ "SEWER", IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARDS AND SPECIFICATIONS. 10.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL CONDITIONS SHALL BE REPORTED TO THE ATTENTION OF THE OWNER AND ENGINEER. 11.POINTS OF CONNECTION TO THE EXISTING POTABLE WATER AND SANITARY SEWER SYSTEMS ARE UNKNOWN IN SIZE, MATERIAL, DEPTH, LOCATION, AND THRUST RESTRAINT. THE CONTRACTOR SHALL PERFORM SUBSURFACE INVESTIGATION TO CONFIRM SIZE, MATERIAL, DEPTH, LOCATION, AND THRUST RESTRAINT OF CONNECTION PRIOR TO PROCUREMENT OF MATERIALS. THE CONTRACTOR SHALL KEEP SUFFICIENT MATERIALS ON HAND IN ORDER TO MAKE A COMPLETE AND OPERABLE CONNECTION TO THE EXISTING SYSTEM. ANY DEVIATION FROM THE CONTRACT DOCUMENTS SHALL BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO PROCUREMENT OF MATERIALS. FORCE MAIN 1.ALL PRESSURIZED PIPE AND FITTINGS SHALL BE RESTRAINED, UNLESS OTHERWISE SHOWN. A THRUST RESTRAINT PRESSURE OF 350 PSI SHALL BE USED FOR THIS PROJECT. 2.FORCE MAIN SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 3.UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL FORCE MAIN BEDDING SHALL BE TYPE "A" PER DETAIL 1/WS-08A. CONCRETE (CAST-IN-PLACE) 1.DETAIL REBAR IN ACCORDANCE WITH THE LATEST REVISION OF THE ACI DETAILING MANUAL, AND CONCRETE REINFORCING INSTITUTE'S LATEST EDITION OF "MANUAL OF STANDARD PRACTICE". 2.CONSTRUCTION JOINTS SHALL BE AS APPROVED BY THE ENGINEER. ENGINEER SHALL BE INFORMED AT LEAST 24 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONCRETE WORK. 3.CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 4500 PSI. 4.DEFORMED BARS: ASTM A615, GRADE 60. 5.ALL EXPOSED CONCRETE EDGES SHALL HAVE 3 4" CHAMFERS. 6.CONCRETE SHALL HAVE A SLUMP BETWEEN 3" AND 6". CONCRETE (PRECAST) 1.ALL PRECAST CONCRETE UNITS SHALL BE PRODUCED BY AN EXPERIENCED MANUFACTURER REGULARLY ENGAGED IN THE PRODUCTION OF SUCH ITEMS. PRECAST CONCRETE STRUCTURES SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN NORTH CAROLINA. 2.ALL MANUFACTURED PRECAST AND SITE-CAST CONCRETE UNITS SHALL BE FREE OF DEFECTS, CHECKS, AND CRACKS. CARE SHALL BE TAKEN IN THE MIXING OF MATERIALS, CASTING, CURING, AND SHIPPING TO AVOID ANY OF THE ABOVE. 3.ALL EXPOSED CONCRETE EDGES SHALL HAVE 3 4" CHAMFERS. 4.THE ENGINEER MAY ELECT TO EXAMINE THE UNITS AT THE CASTING YARD OR UPON ARRIVAL AT THE SITE. THE ENGINEER SHALL HAVE THE OPTION OF REJECTING ANY OR ALL OF THE PRECAST WORK IF IT DOES NOT MEET THE REQUIREMENTS OF THE SPECIFICATIONS OR DRAWINGS. ALL REJECTED WORK SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. STARTUP AND TESTING 1.CONTRACTOR SHALL PROVIDE A MINIMUM OF 12 HOURS STARTUP FOR PUMPS, CONTROLS, GENERATOR, AND ALL ASSOCIATED APPURTENANCES. 2.THE MANUFACTURER SHALL PROVIDE THE SERVICES OF A FACTORY-TRAINED REPRESENTATIVE FOR ONE FULL DAY ON-SITE TO PERFORM INITIAL START-UP OF THE PUMP STATION AND TO INSTRUCT THE OWNER'S OPERATING PERSONNEL IN THE OPERATION AND MAINTENANCE OF THE EQUIPMENT. 3.THE CONTRACTOR SHALL WARRANT FOR ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION THAT THE STRUCTURE AND ALL EQUIPMENT PROVIDED WILL BE FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP. WARRANTIES AND GUARANTEES OF THE SUPPLIERS OF VARIOUS COMPONENTS IN LIEU OF A SINGLE SOURCE RESPONSIBILITY BY THE CONTRACTOR WILL NOT BE ACCEPTED. ANY MAJOR COMPONENTS THAT FAIL SHALL BE REPLACED AT THE CONTRACTOR'S COST DURING THE WARRANTY PERIOD. THE REPAIR OR REPLACEMENT OF THOSE ITEMS NORMALLY CONSUMED IN SERVICE, SUCH AS SEALS, GREASE, LIGHT BULBS, ETC., SHALL BE CONSIDERED AS PART OF ROUTINE MAINTENANCE AND UPKEEP. THIS REPAIR OR REPLACEMENT WILL BE PAID FOR BY THE OWNER. 4.FINAL TESTING OF PUMP STATION SHALL BE MADE AFTER ITS COMPLETION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 72 HOURS PRIOR TO INSPECTION TO ALLOW FOR CONTACTING ALL REGULATORY AGENCIES. THE CONTRACTOR SHALL BE FULLY PREPARED TO TEST ALL WORKING ASPECTS OF THE SYSTEM AND DEMONSTRATE THAT THE SYSTEM PERFORMS AS PER THE INTENDED USE. ALL COSTS ASSOCIATED WITH TESTING SHALL BE BORNE BY THE CONTRACTOR. ANY RETESTING DUE TO FAILURE OF ANY ITEM SHALL BE MADE AT THE CONTRACTOR'S EXPENSE IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE 5.THE CONTRACTOR SHALL SUPPLY SUFFICIENT WATER TO ALLOW FULL DEMONSTRATION OF THE PUMPING CYCLES TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. PUMPS SHALL OPERATE THROUGH A SUFFICIENT NUMBER OF CYCLES INCLUDING THE ALARM SEQUENCE. 6.SYSTEM SHALL BE TESTED FOR INFILTRATION/EXFILTRATION PRIOR TO THE ACCEPTANCE OF THE SYSTEM. WETWELLS SHALL BE FILLED TO THE TOP OF INFLUENT LINE WITH WATER AND TESTED FOR 24 HOURS. IF WATER LEVEL EITHER INCREASES OR DECREASES MORE THAN 1/2" DURING THIS TIME THE WETWELL HAS FAILED THE INFILTRATION/EXFILTRATION TEST. 7.INFLUENT/EFFLUENT PIPES SHALL BE TESTED BY THE SAME TEST PROCEDURES AS OTHER SIMILAR PRESSURIZED PROJECT PIPING. 8.CONTRACTOR SHALL NOTIFY THE ENGINEER UPON SETTING OF WETWELL AND VALVE VAULT, INSTALLATION OF PUMPS, AND COMPLETION OF ELECTRICAL SYSTEM. ENGINEER CAN BE REACHED AT 980-296-0812 OR AT COLIN.ROHR@KIMLEY-HORN.COM. 9.IN ADDITION TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION FOR ALL ELEVATIONS PROVIDED IN THE "PUMP STATION ELEVATIONS TABLE" AND ALL EQUIPMENT NAME PLATE DATA. WATER 1.ALL PRESSURIZED PIPE AND FITTINGS SHALL BE RESTRAINED, UNLESS OTHERWISE SHOWN. A THRUST RESTRAINT PRESSURE OF 350 PSI SHALL BE USED FOR THIS PROJECT. 2.WATER MAIN SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 3.UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL WATER MAIN BEDDING SHALL BE TYPE "A" PER DETAIL 1/WS-08A. 4.HYDROSTATIC PRESSURE TESTING AND BACTERIOLOGICAL SAMPLING SHALL BE COMPLETED IN CONFORMANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARDS AND SPECIFICATIONS. Pl o t t e d B y : Ma r i n e l l i , V i n c e n t S h e e t S e t : Ca r o l i n a B e a c h U t i l i t i e s L a y o u t : LI F T S T A T I O N G E N E R A L N O T E S No v e m b e r 1 7 , 2 0 2 3 1 0 : 4 2 : 3 5 a m K: \ C H L _ P R J \ 1 1 7 1 5 2 I m p e c c a b l e D e v e l o p m e n t \ 0 0 4 C a r o l i n a B e a c h W i l m i n g t o n \ 0 2 - D W G \ P l a n S h e e t s \ U t i l i t i e s \ W S - 0 2 L I F T S T A T I O N G E N E R A L N O T E S . d w g LI F T S T A T I O N GE N E R A L N O T E S WS-01 11 / 1 7 / 2 3 CD R VT M SJ J NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 DocuSign Envelope ID: D1DC0ACB-7524-43D4-8A90-F43CE40643DA 11/17/2023 COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M W W W W W W W W W W W W W W W W W W W W W W W W W W W W S SSSSSSSS S7+ 1 8 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+005+006+00 7+ 0 0 D D D D D D D D D D D D DD 6+ 8 6 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 S S D UE UE UE M DE DE DEDE DE DE DE DE 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 NC 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 3 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 - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 PRELIMINARY PERMIT SET NOT FOR CONSTUCTION 11 / 1 7 / 2 3 CD R VT M SJ J Pl o t t e d B y : Ma r i n e l l i , V i n c e n t S h e e t S e t : Ca r o l i n a B e a c h U t i l i t i e s L a y o u t : UT I L I T Y O V E R V I E W No v e m b e r 1 7 , 2 0 2 3 1 0 : 4 3 : 0 5 a m K: \ C H L _ P R J \ 1 1 7 1 5 2 I m p e c c a b l e D e v e l o p m e n t \ 0 0 4 C a r o l i n a B e a c h W i l m i n g t o n \ 0 2 - D W G \ P l a n S h e e t s \ U t i l i t i e s \ W S - 0 1 U T I L I T Y O V E R V I E W . d w g UT I L I T Y O V E R V I E W WS-02 NORTH NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 DocuSign Envelope ID: D1DC0ACB-7524-43D4-8A90-F43CE40643DA 11/17/2023 OHP OHP OHP OHP OHP OHP OHP OHP OHP WWWWWWWWWWW W WWWWWWWWWWW W W W W W W W E E E E G G G G G G G G G G G G G G M M M COM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOM COM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOM COMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM CO CO CO CO CO BSL BSL BSL BSL BS L BS L BS L LS B LS B LS B LS B LSBLSBLSB 11 9 8 U5 9 F B - L 5,9 1 9 G S F VAN M DE DE DE DE DE DE DE DE UE UE STA: -0+07.94 EXISTING 8" GV STA: 5+86.35 8" 45° MJ HORIZONTAL BEND STA: 6+86.00 8" MJ PLUG WITH 2" BLOWOFF ASSEMBLY SEE DETAIL W-7/WS-09 STA: 5+73.15 8" 45° MJ HORIZONTAL BEND PROPOSED 686 LF OF 8" C905 DR18 PVC WATER MAIN STA: 6+81.00 8" GATE VALVE 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 ST A : 6 + 8 6 . 0 0 8" M J P L U G W I T H 2 " BL O W O F F A S S E M B L Y PE R D E T A I L W - 7 / W S - 0 9 ST A : - 0 + 0 7 . 9 4 8" G V ST A : 5 + 7 3 . 1 5 8" 4 5 ° M J H O R I Z O N T A L B E N D ST A : 5 + 8 6 . 3 5 8" 4 5 ° M J H O R I Z O N T A L B E N D EXISTING UNDERGROUND ELECTRIC UNKNOWN SIZE, MATERIAL, DEPTH CONTRACTOR TO FIELD VERIFY EXISTING UNDERGROUND GAS LINE UNKNOWN SIZE, MATERIAL, DEPTH CONTRACTOR TO FIELD VERIFY 1. 4 9 ' 55 LF OF 15" RCP @ 0.50% 1. 8 7 ' 2. 0 4 ' ST A : 6 + 8 1 . 0 0 8" G A T E V A L V E PROPOSED 686 LF OF 8" C905 DR18 PVC WATER MAIN EXISTING 8" GATE VALVE CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH VERTICAL SCALE: 1"=4' STA: 6+86.00 END RESTRAINT STA: 0+00.00 CONNECT TO EXISTING 8" PVC WATER MAIN WITH 8" DI MJ LONG BODY SOLID SLEEVE STA:6+84.00 PROPOSED THRUST COLLAR SEE DETAIL 1/WS-09 STA:6+77.74 PROPOSED THRUST COLLAR SEE DETAIL 1/WS-09 STA:0+05.00 PROPOSED THRUST COLLAR SEE DETAIL 1/WS-09 STA: 0+00.00 BEGIN RESTRAINT STA:5+12.76 TYPICAL PIPE CROSSING SEE DETAIL WS-12/WS-09 Pl o t t e d B y : Ma r i n e l l i , V i n c e n t S h e e t S e t : CL T - L D _ S S M T E M P L A T E L a y o u t : WA T E R M A I N P L A N A N D P R O F I L E S T A 0 + 0 0 T O 6 + 8 6 No v e m b e r 1 7 , 2 0 2 3 1 0 : 4 3 : 4 6 a m K: \ C H L _ P R J \ 1 1 7 1 5 2 I m p e c c a b l e D e v e l o p m e n t \ 0 0 4 C a r o l i n a B e a c h W i l m i n g t o n \ 0 2 - D W G \ P l a n S h e e t s \ U t i l i t i e s \ W S - 0 3 W L E X T E N S I O N P L A N P R O F I L E 1 . d w g 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 NC 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 3 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 - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 PRELIMINARY PERMIT SET NOT FOR CONSTUCTION ” ” Pl o t t e d B y : Ma r i n e l l i , V i n c e n t S h e e t S e t : Ca r o l i n a B e a c h U t i l i t i e s L a y o u t : WA T E R M A I N P L A N A N D P R O F I L E S T A 0 + 0 0 T O 6 + 8 6 No v e m b e r 1 7 , 2 0 2 3 1 0 : 4 3 : 4 6 a m K: \ C H L _ P R J \ 1 1 7 1 5 2 I m p e c c a b l e D e v e l o p m e n t \ 0 0 4 C a r o l i n a B e a c h W i l m i n g t o n \ 0 2 - D W G \ P l a n S h e e t s \ U t i l i t i e s \ W S - 0 3 W L E X T E N S I O N P L A N P R O F I L E 1 . d w g WA T E R M A I N P L A N AN D P R O F I L E S T A 0+ 0 0 T O 6 + 8 6 WS-03 11 / 1 7 / 2 3 CD R VT M SJ J NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 NO R T H DocuSign Envelope ID: D1DC0ACB-7524-43D4-8A90-F43CE40643DA 11/17/2023 SS SS SS SS SS 0+00 1+00 2+00 3+00 D DE DE DE D E D E DE DE DE DE DE D E DE DE LS B LS B LSB LSB LSB LSB LSB LSB LSB LSB BS L BS L BS L BSL BSL BSL BSL BSL BSL BSL BSL 0+00 1+00 2+00 3+00 300 LF OF 4" HDPE VERTICAL SCALE: 1"=8' 4' M I N . C O V E R ( T Y P . ) 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 NC 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 3 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 - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 PRELIMINARY PERMIT SET NOT FOR CONSTUCTION Pl o t t e d B y : Ma r i n e l l i , V i n c e n t S h e e t S e t : Ca r o l i n a B e a c h U t i l i t i e s L a y o u t : FO R C E M A I N P L A N A N D P R O F I L E S T A 0 + 0 0 T O 3 + 0 0 No v e m b e r 1 7 , 2 0 2 3 1 0 : 4 4 : 1 1 a m K: \ C H L _ P R J \ 1 1 7 1 5 2 I m p e c c a b l e D e v e l o p m e n t \ 0 0 4 C a r o l i n a B e a c h W i l m i n g t o n \ 0 2 - D W G \ P l a n S h e e t s \ U t i l i t i e s \ W S - 0 4 B F M P L A N P R O F I L E 2 . d w g FO R C E M A I N P L A N AN D P R O F I L E S T A 0+ 0 0 T O 3 + 0 0 WS-04A 11 / 1 7 / 2 3 CD R VT M SJ J NO R T H NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 MA T C H L I N E S T A : 3 + 0 0 , S E E S H E E T WS - 0 4 B DocuSign Envelope ID: D1DC0ACB-7524-43D4-8A90-F43CE40643DA 11/17/2023 S7+ 1 8 3+ 0 0 4+005+006+00 7+ 0 0 S S LS B LS B LSBLSBLSBLSBLSBLSBLSBLSBLSBLSBLSB LS B LS B LS B BS L BS L BSLBSLBSLBSLBSLBSLBSLBSLBSLBSL BS L BS L BS L 3+00 4+00 5+00 6+00 7+00 242 LF OF 4" HDPE 88 LF OF 4" HDPE ST A : 3 + 8 8 . 8 4 4" 9 0 ° M J H O R I Z O N T A L B E N D VERTICAL SCALE: 1"=8' 87 LF O F 8 " P V C @ 2 . 6 2 % PR O P O S E D M H 6 RI M : 2 5 . 4 1 ST A 6 + 3 1 . 0 4 IN V I N : 2 2 . 0 9 IN V O U T : 2 1 . 8 9 STA:6+30.92 END RESTRAINT 4' M I N . C O V E R ( T Y P . ) 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 NC 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 3 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 - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 PRELIMINARY PERMIT SET NOT FOR CONSTUCTION Pl o t t e d B y : Ma r i n e l l i , V i n c e n t S h e e t S e t : Ca r o l i n a B e a c h U t i l i t i e s L a y o u t : FO R C E M A I N P L A N A N D P R O F I L E S T A 3 + 0 0 T O 7 + 1 8 No v e m b e r 1 7 , 2 0 2 3 1 0 : 4 4 : 1 6 a m K: \ C H L _ P R J \ 1 1 7 1 5 2 I m p e c c a b l e D e v e l o p m e n t \ 0 0 4 C a r o l i n a B e a c h W i l m i n g t o n \ 0 2 - D W G \ P l a n S h e e t s \ U t i l i t i e s \ W S - 0 4 B F M P L A N P R O F I L E 2 . d w g FO R C E M A I N P L A N AN D P R O F I L E S T A 3+ 0 0 T O 7 + 1 8 WS-04B 11 / 1 7 / 2 3 CD R VT M SJ J NORTH NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 MATCHLINE STA: 3+00, SEE SHEET WS-04A DocuSign Envelope ID: D1DC0ACB-7524-43D4-8A90-F43CE40643DA 11/17/2023 LSBLSBLSBLSBLSBLSBLSBLSB LS B BSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSL BS L BS L BS L LSBLSBLSBLSBLSBLSBLSB LSB LSB BSLBSLBSLBSLBSLBSLBSL BSL BSL BSL BSL BSL BS L 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS 0+ 0 0 S 2+51 2+00 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 NC 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 3 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 - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 PRELIMINARY PERMIT SET NOT FOR CONSTUCTION Pl o t t e d B y : Ma r i n e l l i , V i n c e n t S h e e t S e t : Ca r o l i n a B e a c h U t i l i t i e s L a y o u t : LI F T S T A T I O N S I T E P L A N No v e m b e r 1 7 , 2 0 2 3 1 0 : 4 5 : 0 8 a m K: \ C H L _ P R J \ 1 1 7 1 5 2 I m p e c c a b l e D e v e l o p m e n t \ 0 0 4 C a r o l i n a B e a c h W i l m i n g t o n \ 0 2 - D W G \ P l a n S h e e t s \ U t i l i t i e s \ W S - 0 5 L I F T S T A T I O N S I T E P L A N . d w g LI F T S T A T I O N S I T E PL A N WS-05 11 / 1 7 / 2 3 CD R VT M SJ J NORTH NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 DocuSign Envelope ID: D1DC0ACB-7524-43D4-8A90-F43CE40643DA 11/17/2023 θ θ 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 NC 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 3 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 - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 PRELIMINARY PERMIT SET NOT FOR CONSTUCTION PUMP STATION GENERAL INFORMATION AVERAGE DAILY FLOW 27 GPM PEAK INFLOW 108 GPM WETWELL DIAMETER 72" WETWELL CONCRETE BALLAST REQ'D 4.25 CY (INSTALLED PER WETWELL MANUFACTURER RECOMMENDATION) DISCHARGE PIPING 4"Ø DR 11 HDPE PUMP CURVE POINT #1 50 GPM @ 29' TDH PUMP CURVE POINT #2 115 GPM @ 24.1' TDH PUMP CURVE POINT #3 150 GPM @ 20.6' TDH PUMP CURVE POINT #4 175 GPM @ 18.4' TDH CALCULATED PUMP OPERATING POINT 135 GPM @ 22.1' TDH ALLOWABLE CURVE DEVIATION ±3% FLOW, ±2% HEAD HORSEPOWER 3.2 HP (NON-OVERLOADING OVER ENTIRE PUMP CURVE) VOLTAGE/PHASE/CYCLES 208 V / 3 PHASE / 60 HZ MAX. OPERATING SPEED 1660 RPM PUMP XYLEM STEADY 1310L-2.5X IMPELLER 5.70" PRIMARY LEVEL SENSING METHOD FLOATS (2) W/ INTRINSICALLY-SAFE RELAYS BACKUP LEVEL SENSING METHOD N/A CHECK VALVES GA LUDLOW LEVER AND WEIGHT PLUG VALVES DEZURIK FULL-PORT ECCENTRIC AIR RELEASE VALVES A.R.I D-025 COMBINATION AIR VALVE GENERATOR RATING 15 kW PUMP STATION ELEVATIONS TOP OF WETWELL 25.23 FT MSL PROPOSED GROUND AT WETWELL 25.73 FT MSL WETWELL INVERT IN 12.00 FT MSL BACKUP HIGH WATER ALARM N/A HIGH WATER ALARM 11.40 FT MSL LAG PUMP ON 9.75 FT MSL LEAD PUMP ON 8.75 FT MSL PUMPS OFF 7.75 FT MSL LOW WATER ALARM N/A WETWELL SUMP 4.00 FT MSL SEWER LIFT STATION HYDRAULIC CALCULATIONS PROPOSED FORCE MAIN 726 LF OF 4"Ø DR11 HDPE STATIC HEAD 13.5' PIPING FRICTION LOSS 8.9' FITTING MINOR LOSS 0.8' TOTAL FRICTION HEAD 7.7' CALCULATED TOTAL DYNAMIC HEAD 22.1' PROPOSED PUMP CURVE PUMP STATION MECHANICAL KEY NOTES A 2 θ SCALE: NTS MECHANICAL PLAN VIEW1 MECHANICAL SECTION VIEW SCALE: NTS Pl o t t e d B y : Ma r i n e l l i , V i n c e n t S h e e t S e t : Ca r o l i n a B e a c h U t i l i t i e s L a y o u t : LI F T S T A T I O N M E C H A N I C A L P L A N No v e m b e r 1 7 , 2 0 2 3 1 0 : 4 5 : 1 5 a m K: \ C H L _ P R J \ 1 1 7 1 5 2 I m p e c c a b l e D e v e l o p m e n t \ 0 0 4 C a r o l i n a B e a c h W i l m i n g t o n \ 0 2 - D W G \ P l a n S h e e t s \ U t i l i t i e s \ W S - 0 6 L I F T S T A T I O N M E C H A N I C A L P L A N . d w g LI F T S T A T I O N ME C H A N I C A L P L A N WS-06 11 / 1 7 / 2 3 CD R VT M SJ J NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 1310L-2.5X.463.V82.200 Performance curve Duty point Flow 118 US g.p.m. Head 21.6 ft Curves according to: 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 [ft] 0 1 2 3 4 5 6 7 8 9 [%] 12 16 20 24 28 32 0 4 8 [hp] 0.4 0.8 1.2 1.6 2.0 2.4 2.8 0 10 20 30 40 50 60 70 80 90 100 Power input P1 Shaft power P2 V82 145mm (P1) 2.68 hp2.68 hp V82 145mm (P2) 1.84 hp1.84 hp Efficiency Overall Efficiency V82 145mm 24 %24 % V82 145mm 35 %35 % Head Water, pure [100%],39.2 °F,62.43 lb/ft³,1.6888E-5 ft²/s 21.6 ft21.6 ft 35.3% V82 145mm 118 US g.p.m. 110 120 130 140 150 160 170 180 190Nominal (mean) data shown. Under- and over-performance from this data should be expected due to standard manufacturing tolerances. Please consult your local Flygt representative for performance guarantees. Project Block 0 Carolina Beach Multi Family Created by Created on 8/9/2023 Vincent Marinelli Last update 200 210 220[US g.p.m.] Curve: ISO 9906 9/22/2023 70.0 - 7/25/2023 (Build 30) Program version Data version 9/14/2023 11:38 A9P9 User group(s) Xylem: USA - EXT DocuSign Envelope ID: D1DC0ACB-7524-43D4-8A90-F43CE40643DA 11/17/2023 CONDUIT SCHEDULE - 208/120 WYE THREE PHASE W/ ATS, 0-5 HP ID ⬡DESCRIPTION CONDUIT CONDUCTORS FROM TO NOTES A ELECTRICAL SERVICE SEE ELECTRICAL SERVICE SCHEDULE UTILITY POWER AUTOMATIC TRANSFER SWITCH CONTRACTOR SHALL COORDINATE INSTALLATION OF METER BASE AND CT CABINET (AS NECESSARY) WITH UTILITY POWER COMPANY. CT CABINET CONDUIT AND CONDUCTORS SHALL MATCH CONDUIT A. B 1-1/4" RGS (4) 2 AWG + (1) 8 AWG GND MAIN SERVICE DISCONNECT AUTOMATIC TRANSFER SWITCH C GENERATOR POWER FEED 1-1/4" RGS (4) 2 AWG + (1) 8 AWG GND GENERATOR AUTOMATIC TRANSFER SWITCH D GENERATOR ON/OFF SIGNAL 3/4" RGS (1) 14 AWG AUTOMATIC TRANSFER SWITCH GENERATOR E 1-1/4" RGS (4) 2 AWG + (1) 8 AWG GND AUTOMATIC TRANSFER SWITCH LOAD CENTER F 3/4" RGS (2) 12 AWG + (1) 12 AWG GND LOAD CENTER PUMP CONTROL PANEL G TBD (X) 14 AWG PUMP CONTROL PANEL RTU CONTRACTOR SHALL COORDINATE WITH OWNER AND PROVIDE DESIRED SIGNALS TO RTU. H 3/4" RGS (1) 14 AWG AUTOMATIC TRANSFER SWITCH RTU I 3/4" RGS (3) 12 AWG PUMP CONTROL PANEL ALARM HORN J 3/4" RGS (3) 12 AWG PUMP CONTROL PANEL ALARM STROBE K FLOAT SIGNAL CONDUCTORS 4" PVC RGS (4) MANF CABLES PUMP CONTROL PANEL WET WELL JUNCTION PANEL L PUMP #1 ELECTRICAL SUPPLY 3/4" PVC RGS (3) 10 AWG + (1) 10 AWG GND PUMP CONTROL PANEL WET WELL JUNCTION PANEL 208V POWER M PUMP #2 ELECTRICAL SUPPLY 3/4" PVC RGS (3) 10 AWG + (1) 10 AWG GND PUMP CONTROL PANEL WET WELL JUNCTION PANEL 208V POWER N 3/4" RGS (2) 12 AWG + (1) 12 AWG GND LOAD CENTER GFCI OUTLET O 3/4" RGS (2) 12 AWG + (1) 12 AWG GND LOAD CENTER ELECTRICAL RACK LIGHT SWITCH P 3/4" RGS (2) 12 AWG + (1) 12 AWG GND ELECTRICAL RACK LIGHT SWITCH ELECTRICAL RACK LIGHT Q GENERATOR BLOCK HEATER 3/4" RGS (2) 12 AWG + (1) 12 AWG GND LOAD CENTER GENERATOR R GENERATOR BATTERY CHARGER 3/4" RGS (2) 12 AWG + (1) 12 AWG GND LOAD CENTER GENERATOR GND SERVICE GROUND (GEC)3/4" RGS (1) 8 AWG GND MAIN SERVICE DISCONNECT GROUND ROD COMPONENT SCHEDULE - 120/208V WYE 3 PHASE W/ ATS ID DESCRIPTION NOTES ⓪MAIN SERVICE DISCONNECT INSTALL MAIN SERVICE DISCONNECT ON ELECTRICAL RACK IF NO DISCONNECT EXISTS AT METER BASE. ①AUTOMATIC TRANSFER SWITCH ②LOAD CENTER 120/240 VOLT LOAD CENTER IN NEMA 4X ENCLOSURE ③PUMP CONTROL PANEL IN NEMA 4X SST ENCLOSURE, SEE DETAIL 3 ④4FT 23W WET LOCATION LED LIGHT FIXTURE ROUTE ELECTRICAL SUPPLY IN RGS CONDUIT TO SWITCH ⑤REMOTE TELEMETRY UNIT (RTU) ⑥GFCI DUPLEX OUTLET W/ WEATHERPROOF ENCLOSURE ROUTE ELECTRICAL SUPPLY IN RGS CONDUIT TO LOAD CENTER ⑦ELECTRICAL RACK LIGHT SWITCH W/ WEATHERPROOF ENCLOSURE ROUTE ELECTRICAL SUPPLY IN RGS CONDUIT TO LOAD CENTER ⑧ALARM SIREN ⑨ALARM LIGHT ELECTRICAL SERVICE SCHEDULE - 120/208V WYE PUMP MOTOR RATING MOTOR FLA*SERVICE DISCONNECT (A) SERVICE CONDUCTOR SIZE CONDUIT SIZE GROUNDING ELECTRODE CONDUCTOR 0-5 HP 34.2 100 #2 AWG 1-1/4"#8 AWG 5-10 HP 63 100 #2 AWG 1-1/4"#8 AWG 15-25 HP 153 200 #3/0 AWG 2"#4 AWG 30-40 HP 234 300 350 MCM 3"#2 AWG 50 HP 292.5 400 500 MCM 3-1/2"#1/0 AWG SCALE: NTS PROPOSED CONDUIT SCHEDULE - 208Y/120V 3 PHASE W/ ATS3 SCALE: NTS ELECTRICAL SERVICE SCHEDULE5 SCALE: NTS PROPOSED SINGLE-LINE DIAGRAM - 208Y/120V 3 PHASE W/ ATS1 SCALE: NTS PROPOSED COMPONENT SCHEDULE - 208Y/120V 3 PHASE W/ ATS2 SCALE: NTS ELECTRICAL SITE PLAN SCHEMATIC4 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 NC 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 3 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 - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 PRELIMINARY PERMIT SET NOT FOR CONSTUCTION Pl o t t e d B y : Ma r i n e l l i , V i n c e n t S h e e t S e t : Ca r o l i n a B e a c h U t i l i t i e s L a y o u t : LI F T S T A T I O N E L E C T R I C A L S I T E P L A N S C H E M A T I C No v e m b e r 1 7 , 2 0 2 3 1 0 : 4 5 : 2 4 a m K: \ C H L _ P R J \ 1 1 7 1 5 2 I m p e c c a b l e D e v e l o p m e n t \ 0 0 4 C a r o l i n a B e a c h W i l m i n g t o n \ 0 2 - D W G \ P l a n S h e e t s \ U t i l i t i e s \ W S - 0 7 A L I F T S T A T I O N E L E C T R I C A L S I T E P L A N S C H E M A T I C . d w g LI F T S T A T I O N EL E C T R I C A L S I T E PL A N S C H E M A T I C WS-07A 11 / 1 7 / 2 3 CD R VT M SJ J NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 DocuSign Envelope ID: D1DC0ACB-7524-43D4-8A90-F43CE40643DA 11/17/2023 ELECTRICAL NOTES CODES, STANDARDS, & SPECIFICATIONS 1.IT IS THE CONTRACTOR’S RESPONSIBILITY TO ENSURE THAT ALL MATERIALS AND LABOR RELATED DIRECTLY OR INDIRECTLY TO ALL ELECTRICAL WORK DOCUMENTED IN THESE DRAWINGS SHALL BE PROVIDED AND PERFORMED IN CONFORMANCE WITH ALL CURRENT GOVERNING CODES, STANDARDS, AND PROFESSIONAL STANDARD OF CARE TO INCLUDE THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM), UNDERWRITERS LABORATORY (UL), NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA), AMERICAN STANDARDS ASSOCIATION (ASA), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), AND THE NATIONAL ELECTRICAL CODE (NEC). 2.CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 36" IN FRONT OF ALL ELECTRICAL EQUIPMENT AS REQUIRED BY NEC. 3.IF CONDUIT RUNS HAVE MORE THAN THREE (3) CONSECUTIVE 90 DEGREE TURNS, THE CONTRACTOR SHALL INSTALL PULL BOXES AS REQUIRED BY NEC. NO RUNS WITH MORE THAN TWO (2) CONSECUTIVE 90 DEGREE TURNS ARE ANTICIPATED. 4.CONTRACTOR SHALL FURNISH AND INSTALL GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH NEC REQUIREMENTS. 5.CONDUCTORS AND CONDUITS SHALL BE SIZED IN ACCORDANCE WITH NEC REQUIREMENTS FOR THE INTENDED USE. 6.IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION, CONTRACTOR SHALL PROVIDE A GENERATOR COORDINATION STUDY IN ACCORDANCE WITH ARTICLE 700 OF THE NEC. 7.WET WELL, VALVE VAULT AND MANHOLES COMPRISE HAZARDOUS (CLASSIFIED) LOCATIONS. PER NFPA ARTICLE 500, INTERIOR OF THE WET WELL AND AREA WITHIN 36' OF WET WELL VENT COMPRISE A HAZARDOUS (CLASSIFIED) LOCATION, CLASS 1, GROUP D, DIVISION 1 (WET WELL) OR DIVISION 3 (VALVE VAULT). REFER TO MOST CURRENT VERSION OF NEC ARTICLE 500 FOR HAZARDOUS BOUNDARY DEFINITIONS AND DETAIL PS-E15. GENERAL 1.CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, ACCESSORIES, ETC., FOR A COMPLETE WORKING ELECTRICAL INSTALLATION. 2.CONTRACTOR SHALL PROTECT ADJACENT EQUIPMENT AND FINISHES FROM DAMAGE AND SHALL REPAIR TO ORIGINAL CONDITION ANY ITEMS DAMAGED AS A RESULT OF THE WORK. 3.CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL RACK AND CONTROL PANEL DESIGN, AND SHALL SUBMIT A SHOP DRAWING TO THE ENGINEER FOR REVIEW. SHOP DRAWING SHALL INCLUDE, AT A MINIMUM: a.LADDER LOGIC / CONTROLS SCHEMATIC b.ENCLOSURE AND ACCESSORIES c.MAIN POWER COMPONENTS d.CONTROLS COMPONENTS e.SWITCHES AND INDICATORS f.RELAYS AND MISCELLANEOUS COMPONENTS g.ALARM COMPONENTS h.LABELS 4.CONTRACTOR SHALL INDICATE THE LOCATION OF ALL UNDERGROUND CONDUIT ON THE RECORD DRAWINGS. 5.ELECTRICAL SERVICE SHALL BE 208Y/120V, 3 PHASE. 6.NOTIFY THE UTILITY SERVICE OF NEW SITE LOADS AND COORDINATE WITH THE ELECTRICAL UTILITY FOR EXACT METERING REQUIREMENTS AND SERVICE SIZING. MATERIALS AND INSTALLATION 1.ALL EQUIPMENT AND MATERIALS SHOWN SHALL BE CONSIDERED NEW UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. 2.FINAL CONNECTIONS OF EQUIPMENT SHALL BE PER MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS. 3.CONTRACT0R SHALL PROVIDE AND INSTALL AN ENGRAVED PHENOLIC NAME PLATE ON THE FRONT OF ALL ELECTRICAL EQUIPMENT ENCLOSURES. THE NAME PLATE SHALL IDENTIFY THE EQUIPMENT, POWER SOURCE, AND CIRCUIT NUMBER. 4.CONTRACTOR SHALL PROVIDE A PANELBOARD DIRECTORY FOR THE LOAD CENTER IN A PROTECTIVE PLASTIC COVER MOUNTED ON THE INSIDE DOOR OF THE PANEL. 5.UNLESS OTHERWISE NOTED, ALL ABOVE GRADE ELECTRICAL CONDUIT SHALL BE PVC-COATED RIGID GALVANIZED STEEL (RGS) AND ALL BELOW GRADE ELECTRICAL CONDUIT SHALL BE SCH 80 PVC. CONDUIT PENETRATING SEWER STRUCTURES SHALL BE PVC COATED RGS AND AS NECESSARY TO COMPLY WITH NEC AND LOCAL CODES METALLIC CONDUIT IN CONTACT WITH CONCRETE SHALL BE COATED WITH ASPHALTIC PAINT FOR A MINIMUM OF 4" ON EACH SIDE OF THE CONTACT SURFACE. 6.ALL METALLIC CONDUIT ENTERING ENCLOSURES SHALL TERMINATE VIA THREADED MYERS HUBS. 7.ELECTRICAL COMPONENTS INSTALLED WITHIN 5' OF SEWER VENTS, VAULT HATCHES, OR OTHER SOURCES OF SEWER GASSES SHALL CARRY EXPLOSION PROOF RATING. 8.THERE SHALL BE NO SPLICES INSIDE THE WETWELL NOR JUNCTION BOX. MOTOR CABLE SHALL BE OF SUFFICIENT LENGTH TO RUN FROM MOTOR TO RESPECTIVE CONTROL PANEL. 9.EACH PANEL SHALL BE REMOVABLE WITHOUT THE REMOVAL OF ADJACENT PANELS. PROVIDE 3" MINIMUM SEPARATION BETWEEN ALL PANELS AND COMPONENTS. 10.CONTRACTOR SHALL INSTALL AND CONNECT WIRE AND CONDUIT FROM CONTROL PANEL ALARM CIRCUITRY TO THE MAIN BUILDING SECURITY/CONTROL ROOM WITH AUDIBLE AND VISUAL ALARM. 11.CONNECT POWER AND CONTROL WIRING IN ACCORDANCE WITH SINGLE-LINE DIAGRAM. 12.SEAL AROUND WIRE ENTERING JUNCTION BOX AND CONTROL PANELS TO PREVENT MIGRATION OF MOISTURE INTO CONTROL PANELS. 13.CONTRACTOR SHALL SEAL ALL CONDUITS ENTERING AN UNDERGROUND ENCLOSURE WITH NON-HARDENING CONDUIT SEALANT THAT IS COMPATIBLE WITH THE INSULATION OF THE CONDUCTORS IN THE CONDUIT. 14.SEALS SHALL BE NON-HARDENING SEAL COMPOUND IDEAL CAT NO. 31-601 (OR EQUIVALENT). AFTER INSTALLATION, COAT SEAL-OFFS WITH PVC COATING TO INHIBIT CORROSION. 15.NO PUMP CABLES NOR FLOAT SWITCH CABLES SHALL BE SUPPORTED OR BE IN CONTACT WITH LADDER OR STEPS. 16.ALL ENCLOSURES EXPOSED TO WEATHER ELEMENTS SHALL BE NEMA 4X RATED. 17.AUTOMATIC TRANSFER SWITCH SHALL BE ASCO, THOMSON, OR BY THE SAME MANUFACTURER AS THE GENERATOR SET. 18.SURGE PROTECTION DEVICE SHALL BE SQUARE D MODEL SDSA3650D SERIES 001. 19.ALL FEEDERS AND CIRCUITRY SHALL BE TORQUED PER THE PANEL BREAKER AND/OR PARTICULAR EQUIPMENT MANUFACTURER'S SPECIFICATIONS. 20.MANUFACTURER'S NAMES AND MODEL NUMBERS ARE GIVEN FOR DESCRIPTIVE PURPOSES TO INDICATE A QUALITY STANDARD AND ARE NOT INTENDED TO LIMIT PRODUCTS TO A PARTICULAR MANUFACTURER. PRODUCTS DEEMED EQUAL AND APPROVED BY THE OWNER WILL BE ACCEPTED. 21.ALL DEVICE TERMINATIONS SHALL BE RATED AT 75°C. 22.IDENTIFY CONDUCTORS ACCORDING TO THE CONDUCTOR COLOR SCHEDULE ON THIS SHEET. CONDUCTORS 4 AWG AND LARGER MAY BE BLACK IF IDENTIFIED BY COLORED TAPE AT EACH TERMINATION, CONNECTION, AND SPLICE POINT. APPLY TAPE IN HALF-OVERLAPPING TURNS FOR A MINIMUM OF 3" FROM TERMINAL POINTS. 23.WIRING TO ALL DEVICES SHALL BE TERMINATED IN THE DEVICES SCREW TERMINALS. PRECONSTRUCTION COORDINATION 1.CONTRACTOR SHALL APPLY FOR UTILITY SERVICES, BOTH ELECTRICAL AND TELEPHONE, ON THE BEHALF OF THE OWNER. THIS APPLICATION SHALL BE MADE NO LATER THAN THE NEXT BUSINESS DAY FOLLOWING THE AWARD OF THE CONTRACT. CONTRACTOR SHALL COORDINATE WITH ELECTRIC UTILITY FOR THE EXACT TRANSFORMER LOCATION, METER LOCATION, AND SERVICE ROUTING. CONTRACT SHALL COORDINATE WITH THE TELEPHONE UTLITY FOR THE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING. 2.CONTRACTOR SHALL PERFORM FULL ARC-FLASH STUDY IN ACCORDANCE WITH NFPA-70E. THE CONTRACTOR SHALL PROVIDE NFPA-STANDARD ARC FLASH LABELS, IDENTIFYING THE INCIDENT ENERGY AND APPROPRIATE PPE REQUIRED FOR LIVE ELECTRICAL WORK. FUNCTIONAL DESCRIPTION 1.SEE PUMP STATION MECHANICAL DETAIL SHEET FOR FLOAT ELEVATIONS. 2.THE TERM "ACTIVATE" WITH REGARD TO FLOATS IS DEFINIED AS THE EVENT WHEN THE INTERNAL SWITCH OF A FLOAT IS CHANGED FROM ITS NATURAL, HANGING FREE STATE TO ITS FLOATING STATE. 3.THE TERM "DEACTIVATE" WITH REGARD TO FLOATS IS DEFINED AS THE EVENT WHEN THE INTERNAL SWITCH OF A FLOAT IS CHANGED FROM ITS FLOATING STATE TO ITS NATURAL HANGING FREE STATE. 4.ALL PUMP FAULTS SHALL TRIGGER THE ALARM AND STROBE. 5.THE RESET BUTTON IN PCP SHALL RESET ALL ALARM-RELATED RELAYS AND DE-ENERGIZE THE "HIGH WATER" AND "LOW WATER" LIGHTS IN THE PCP. 6.THE SILENCE BUTTON SHALL PREVENT THE ALARM FROM SOUNDING UNTIL THE RESET BUTTON IS PRESSED. 7.PUMP CONTROL LOGIC SHALL BE AS SHOWN IN THE TABLE TO THE LEFT. 8.RTU DIALER ALARM FAULT CONDITIONS SHALL BE MONITORED AS SHOWN IN THE TABLE TO THE LEFT. PUMP CONTROL LOGIC FLOAT #FLOAT NAME EVENT ACTION 4 HIGH WATER ALARM ACTIVATE LEAD AND LAG PUMPS RUN, ALARM HORN, STROBE AND "HIGH WATER" LIGHT IN PCP ENERGIZE, AUTODIALER RESPONSE ACTIVATED. 4 HIGH WATER ALARM DEACTIVATE ALARM HORN DE-ENERGIZES, STROBE AND "HIGH WATER" LIGHT IN PCP REMAIN ENERGIZED UNTIL RESET LOCALLY. 3 LAG PUMP ON ACTIVATE LEAD AND LAG PUMPS RUN 3 LAG PUMP ON DEACTIVATE NO ACTION 2 LEAD PUMP ON ACTIVATE LEAD PUMP RUN 2 LEAD PUMP ON DEACTIVATE NO ACTION 1 PUMPS OFF ACTIVATE NO ACTION 1 PUMPS OFF DEACTIVATE PUMPS STOP RTU DIALER ALARM CONDITIONS THE FOLLOWING FAULT CONDITIONS SHALL BE MONITORED ON SEVEN DIALER ALARM GROUPS: FAULT 1 WET WELL HIGH LEVEL FAULT 2 PUMP #1 FAILURE (OVER TEMP/OVERLOAD) FAULT 3 PUMP #2 FAILURE (OVER TEMP/OVERLOAD) FAULT 4 GENERATOR RUNNING (REPORT) FAULT 5 GENERATOR FAILURE FAULT 6 POWER FAILURE FAULT 7 WET WELL LOW LEVEL 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 NC 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 3 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 - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 PRELIMINARY PERMIT SET NOT FOR CONSTUCTION Pl o t t e d B y : Ma r i n e l l i , V i n c e n t S h e e t S e t : Ca r o l i n a B e a c h U t i l i t i e s L a y o u t : LI F T S T A T I O N E L E C T R I C A L N O T E S No v e m b e r 1 7 , 2 0 2 3 1 0 : 4 5 : 3 0 a m K: \ C H L _ P R J \ 1 1 7 1 5 2 I m p e c c a b l e D e v e l o p m e n t \ 0 0 4 C a r o l i n a B e a c h W i l m i n g t o n \ 0 2 - D W G \ P l a n S h e e t s \ U t i l i t i e s \ W S - 0 7 B L I F T S T A T I O N E L E C T R I C A L N O T E S . d w g LI F T S T A T I O N EL E C T R I C A L N O T E S WS-07B 11 / 1 7 / 2 3 CD R VT M SJ J NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 DocuSign Envelope ID: D1DC0ACB-7524-43D4-8A90-F43CE40643DA 11/17/2023 SCALE: NTS POLE AREA LIGHT7SCALE: NTS POLE AREA LIGHT CIRCUITING6 SCALE: NTS CONDUIT TRENCH DETAIL3 Pump 1 Pump 2 G A G A G Panel Power On Run HOA Fault Hours R High Level R Low Level G Utility Power Available Reset G Generator Power Available SCALE: NTS ELECTRICAL AND CONTROLS RACK1 SCALE: NTS PROPOSED PUMP CONTROL PANEL (PCP)2 SCALE: NTS WET WELL JUNCTION PANEL/TERMINAL BOX RACK4 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 NC 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 3 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 - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 PRELIMINARY PERMIT SET NOT FOR CONSTUCTION 11 / 1 7 / 2 3 CD R VT M SJ J Pl o t t e d B y : Ma r i n e l l i , V i n c e n t S h e e t S e t : Ca r o l i n a B e a c h U t i l i t i e s L a y o u t : LI F T S T A T I O N E L E C T R I C A L A N D C O N T R O L S D E T A I L S No v e m b e r 1 7 , 2 0 2 3 1 0 : 4 5 : 3 7 a m K: \ C H L _ P R J \ 1 1 7 1 5 2 I m p e c c a b l e D e v e l o p m e n t \ 0 0 4 C a r o l i n a B e a c h W i l m i n g t o n \ 0 2 - D W G \ P l a n S h e e t s \ U t i l i t i e s \ W S - 0 7 C L I F T S T A T I O N E L E C T R I C A L A N D C O N T R O L S D E T A I L S . d w g LI F T S T A T I O N EL E C T R I C A L A N D CO N T R O L S D E T A I L S WS-07C NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 DocuSign Envelope ID: D1DC0ACB-7524-43D4-8A90-F43CE40643DA 11/17/2023 SCALE: NTS GROUND ROD1 SCALE: NTS SERVICE GROUNDING3SCALE: NTS GROUND ROD 22 SCALE: NTS FENCE GROUNDING INSTALLATION4 SCALE: NTS BOUNDARIES OF NEC HAZARDOUS (CLASSIFIED) LOACTIONS5 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 NC 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 3 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 - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 PRELIMINARY PERMIT SET NOT FOR CONSTUCTION Pl o t t e d B y : Ma r i n e l l i , V i n c e n t S h e e t S e t : Ca r o l i n a B e a c h U t i l i t i e s L a y o u t : LI F T S T A T I O N E L E C T R I C A L A N D C O N T R O L S D E T A I L S No v e m b e r 1 7 , 2 0 2 3 1 0 : 4 5 : 4 4 a m K: \ C H L _ P R J \ 1 1 7 1 5 2 I m p e c c a b l e D e v e l o p m e n t \ 0 0 4 C a r o l i n a B e a c h W i l m i n g t o n \ 0 2 - D W G \ P l a n S h e e t s \ U t i l i t i e s \ W S - 0 7 D L I F T S T A T I O N E L E C T R I C A L A N D C O N T R O L S D E T A I L S . d w g LI F T S T A T I O N EL E C T R I C A L A N D CO N T R O L S D E T A I L S WS-07D 11 / 1 7 / 2 3 CD R VT M SJ J NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 DocuSign Envelope ID: D1DC0ACB-7524-43D4-8A90-F43CE40643DA 11/17/2023 SCALE: NTS TYPICAL TRENCH1 SCALE: NTS TRENCH WIDTHS2 SCALE: NTS THREADED ROD SCHEDULE4 SCALE: NTS DETECTABLE MARKING TAPE AND WIRE5 SCALE: NTS TYPICAL PIPELINE CROSSING6 SPECIFICATIONS Notes: 1. 4" FPT inlet/outlet with 4" plain end adapters, single inlet and triple outlet. 2. Unit weight - w/ cast iron covers: 376 lbs. (For wet weight add 2,310 lbs.) 3. Maximum operating temperature: 150º F continuous 4. Capacities - Liquid: 277 gal.; Grease: 1,895 lbs. (260 gal.) @100GPM Grease: 1,196 lbs. (164 gal.) @200GPM Solids: 69 gal. 5. This unit does not require flow control for 100 GPM applications. Built-in flow control is provided for 200 GPM applications. For series installations, only install flow control on the first unit in the series if necessary. 6. For gravity drainage applications only. 7. Do not use for pressure applications. 8. Cover placement allows full access to tank for proper maintenance. 9. Vent not required unless per local code. 10. Engineered inlet and outlet diffusers with inspection ports are removable to inspect / clean piping. 11. Integral air relief / Anti-siphon / Sampling access. 12. Adjustable cover adapters provide up to 4" of additional height. 13. Designed for below-grade, above-grade, indoor or outdoor installations. 14. Safety Star®, access restrictor built into each cover adapter, prevents accidental entry to tanks (450 lb rating). 24-1/2" TYP ENGINEER SPECIFICATION GUIDE Schier Great Basin™ grease interceptor model # GB-250 shall be lifetime guaranteed and made in USA of seamless, rotationally-molded polyethylene with minimum 3/8" uniform wall thickness. Interceptor shall be furnished for above or below-grade installation with adjustable cover adapters, Safety Star® access restrictor built into each cover adapter, built-in flow control (for 200 GPM only) and three outlet options. Interceptor shall be certified to ASME A112.14.3 (Type D for 100 GPM, type C for 200 GPM) and CSA B481.1. Interceptor flow rate shall be 100 GPM or 200 GPM. Interceptor grease capacity shall be 1,895 lbs. @ 100 GPM or 1,196 lbs. @ 200 GPM. Cover shall provide water/gas-tight seal and have minimum 16,000 lbs. load capacity. CERTIFIED PERFORMANCE Great Basin™ hydromechanical grease interceptors are third party performance-tested and listed by IAPMO to ASME #A112.14.3 and CSA B481.1 grease interceptor standards and greatly exceed requirements for grease separation and storage. They are compliant to the Uniform Plumbing Code and the International Plumbing Code. Type D certification does not require a flow control SPECIFICATION SHEET MODEL NUMBER: GB-250 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING ISTHE SOLE PROPERTY OF SCHIER PRODUCTS. ANYREPRODUCTION IN PART OR AS A WHOLE WITHOUTTHE WRITTEN PERMISSION OF SCHIER PRODUCTS ISPROHIBITED.DWG BY:C.SINCLAIR DATE:5/4/2022 REV:-ECO: PART NUMBER: 4055-007-02 DESCRIPTION: GB-250 GREASE INTERCEPTOR 100 GPM / 200 GPM, 4" INLET/OUTLET, H-20 RATED CAST IRON COVERS - 6455 Woodland DrShawnee, KS 66218 Tel: 913-951-3300Fax: 913-951-3399schierproducts.com SECTION A-A END VIEW 13-1/2" CL of 4" Inlet Static Water Line 30-1/2"30-1/2" 28-1/2" INVERT Adjustable Adapters with Pickable H-20 Rated Cast Iron Covers CL of 4" Outlet 33" Safety Star®TOP VIEW (COVERS REMOVED FOR CLARITY) Outlet C(Optional) ISOMETRIC VIEW Inlet A FLOW 21" Outlet A (Optional) A Outlet B (Standard) 87" 44" SCALE: NTS GREASE INTERCEPTOR BOX3 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 NC 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 3 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 - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 PRELIMINARY PERMIT SET NOT FOR CONSTUCTION 11 / 1 7 / 2 3 CD R VT M SJ J Pl o t t e d B y : Ma r i n e l l i , V i n c e n t S h e e t S e t : Ca r o l i n a B e a c h U t i l i t i e s L a y o u t : LI F T S T A T I O N M I S C E L L A N E O U S D E T A I L S No v e m b e r 1 7 , 2 0 2 3 1 0 : 4 5 : 5 2 a m K: \ C H L _ P R J \ 1 1 7 1 5 2 I m p e c c a b l e D e v e l o p m e n t \ 0 0 4 C a r o l i n a B e a c h W i l m i n g t o n \ 0 2 - D W G \ P l a n S h e e t s \ U t i l i t i e s \ W S - 0 8 A L I F T S T A T I O N M I S C E L L A N E O U S D E T A I L S . d w g LI F T S T A T I O N MI S C E L L A N E O U S DE T A I L S WS-08A NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 DocuSign Envelope ID: D1DC0ACB-7524-43D4-8A90-F43CE40643DA 11/17/2023 12" MAX. 6" 24" SCALE: NTS FORCE MAIN TERMINATION MANHOLE1 SCALE: NTS FORCE MAIN BYPASS CONNECTION2 SCALE: NTS CONCRETE VALVE PIPING SUPPORT3 SCALE: NTS WET WELL VENT PIPE5 SCALE: NTS SST CABLE HOLDER6 SCALE: NTS SUBMERSIBLE PUMP AND LIFT-OUT ASSEMBLY7 SCALE: NTS ACCESS AND CONTROLS HATCH10SCALE: NTS AIR VACUUM VALVE MANHOLE8 SCALE: NTS VALVE BOX11 SCALE: NTS ADJUSTABLE SADDLE4 SCALE: NTS PRESSURE GAUGE INSTALLATION9 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 NC 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 3 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 - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 PRELIMINARY PERMIT SET NOT FOR CONSTUCTION Pl o t t e d B y : Ma r i n e l l i , V i n c e n t S h e e t S e t : Ca r o l i n a B e a c h U t i l i t i e s L a y o u t : LI F T S T A T I O N M I S C E L L A N E O U S D E T A I L S No v e m b e r 1 7 , 2 0 2 3 1 0 : 4 5 : 5 7 a m K: \ C H L _ P R J \ 1 1 7 1 5 2 I m p e c c a b l e D e v e l o p m e n t \ 0 0 4 C a r o l i n a B e a c h W i l m i n g t o n \ 0 2 - D W G \ P l a n S h e e t s \ U t i l i t i e s \ W S - 0 8 B L I F T S T A T I O N M I S C E L L A N E O U S D E T A I L S . d w g LI F T S T A T I O N MI S C E L L A N E O U S DE T A I L S WS-08B 11 / 1 7 / 2 3 CD R VT M SJ J NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 DocuSign Envelope ID: D1DC0ACB-7524-43D4-8A90-F43CE40643DA 11/17/2023 SCALE: NTS WATER SERVICE1 SCALE: NTS REDUCED PRESSURE ZONE ASSEMBLY IN HOT BOX2 SCALE: NTS YARD HYDRANT3 SCALE: NTS TYPICAL PUMP STATION ACCESS ROAD SECTION4 SCALE: NTS BOLLARD6 SCALE: NTS SECURITY FENCE AND GATE7 SCALE: NTS CONCRETE SUPPORT PAD8 ℄ SCALE: NTS SITE SURFACING5 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 NC 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 3 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 - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 PRELIMINARY PERMIT SET NOT FOR CONSTUCTION 11 / 1 7 / 2 3 CD R VT M SJ J Pl o t t e d B y : Ma r i n e l l i , V i n c e n t S h e e t S e t : Ca r o l i n a B e a c h U t i l i t i e s L a y o u t : LI F T S T A T I O N M I S C E L L A N E O U S D E T A I L S No v e m b e r 1 7 , 2 0 2 3 1 0 : 4 6 : 0 4 a m K: \ C H L _ P R J \ 1 1 7 1 5 2 I m p e c c a b l e D e v e l o p m e n t \ 0 0 4 C a r o l i n a B e a c h W i l m i n g t o n \ 0 2 - D W G \ P l a n S h e e t s \ U t i l i t i e s \ W S - 0 8 C L I F T S T A T I O N M I S C E L L A N E O U S D E T A I L S . d w g LI F T S T A T I O N MI S C E L L A N E O U S DE T A I L S WS-08C NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 DocuSign Envelope ID: D1DC0ACB-7524-43D4-8A90-F43CE40643DA 11/17/2023 PLAN VIEW PROFILE DETAIL:DETAIL NO: 2 INCH BLOW-OFF SCALE: NOT TO SCALE CFPUA DETAIL DATE: 01/01/2023 CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE WILMINGTON, NC 28403 OFFICE: (910)332-6560 Stewardship. Sustainability. Service. W-7 SHEET NO: -Us e r : J U S T I N . H A N E S F i l e : S : \ L I N E A R A S S E T S P M \ P R O J E C T M A N A G E M E N T \ 2 0 1 7 P R O J E C T S \ - S T A N D A R D S U P D A T E 3 1 4 8 1 7 . 0 4 5 \ C F P U A D W G D E T A I L S \ C A D \ W - 7 2 I N C H B L O W - O F F . D W G S c a l e : 1 : 1 P l o t D a t e : 1 / 5 / 2 0 2 3 T i m e : 1 4 : 1 4 J u s t i n H a n e s ; L a y o u t : M O D E L DETAIL:DETAIL NO: VALVE DETAIL SCALE: NOT TO SCALE CFPUA DETAIL DATE: 01/01/2023 CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE WILMINGTON, NC 28403 OFFICE: (910)332-6560 Stewardship. Sustainability. Service. WS-5 SHEET NO: -Us e r : J U S T I N . H A N E S F i l e : S : \ L I N E A R A S S E T S P M \ P R O J E C T M A N A G E M E N T \ 2 0 1 7 P R O J E C T S \ - S T A N D A R D S U P D A T E 3 1 4 8 1 7 . 0 4 5 \ C F P U A D W G D E T A I L S \ C A D \ W S - 5 V A L V E D E T A I L . D W G S c a l e : 1 : 1 P l o t D a t e : 1 / 5 / 2 0 2 3 T i m e : 1 4 : 2 4 J u s t i n H a n e s ; L a y o u t : M O D E L SECTION X-X BENDS & TEES PLAN BENDS PLAN TEES DETAIL:DETAIL NO: THRUST BLOCK SCALE: NOT TO SCALE CFPUA DETAIL DATE: 01/01/2023 CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE WILMINGTON, NC 28403 OFFICE: (910)332-6560 Stewardship. Sustainability. Service. WS-13 SHEET NO: -Us e r : J U S T I N . H A N E S F i l e : S : \ L I N E A R A S S E T S P M \ P R O J E C T M A N A G E M E N T \ 2 0 1 7 P R O J E C T S \ - S T A N D A R D S U P D A T E 3 1 4 8 1 7 . 0 4 5 \ C F P U A D W G D E T A I L S \ C A D \ W S - 1 3 T H R U S T B L O C K . D W G S c a l e : 1 : 1 P l o t D a t e : 1 / 5 / 2 0 2 3 T i m e : 1 4 : 2 6 J u s t i n H a n e s ; L a y o u t : M O D E L NTS THRUST COLLARS1 INSET NOT TO SCALE DETAIL:DETAIL NO: STRUCTURAL BRIDGING OVER WATER & SEWER PIPELINES SCALE: NOT TO SCALE CFPUA DETAIL DATE: 01/01/2023 CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE WILMINGTON, NC 28403 OFFICE: (910)332-6560 Stewardship. Sustainability. Service. WS-12 SHEET NO: -Use r : J U S T I N . H A N E S F i l e : S : \ L I N E A R A S S E T S P M \ P R O J E C T M A N A G E M E N T \ 2 0 1 7 P R O J E C T S \ - S T A N D A R D S U P D A T E 3 1 4 8 1 7 . 0 4 5 \ C F P U A D W G D E T A I L S \ C A D \ W S - 1 2 S T R U C T U R A L B R I D G I N G O V E R W A T E R & S E W E R P I P E L I N E S . D W G S c a l e : 1 : 1 P l o t D a t e : 1 2 / 2 0 / 2 0 2 2 T i m e : 0 9 : 5 1 J u s t i n H a n e s ; L a y o u t : M O D E L 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 NC 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 3 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 - C A R O L I N A B E A C H & MY R T L E G R O V E R O A D IM P E C C A B L E D E V E L O P M E N T 11 7 1 5 2 0 0 4 PRELIMINARY PERMIT SET NOT FOR CONSTUCTION 11 / 1 7 / 2 3 CD R VT M SJ J Pl o t t e d B y : Ma r i n e l l i , V i n c e n t S h e e t S e t : Ca r o l i n a B e a c h U t i l i t i e s L a y o u t : WA T E R D E T A I L S No v e m b e r 1 7 , 2 0 2 3 1 0 : 4 6 : 0 6 a m K: \ C H L _ P R J \ 1 1 7 1 5 2 I m p e c c a b l e D e v e l o p m e n t \ 0 0 4 C a r o l i n a B e a c h W i l m i n g t o n \ 0 2 - D W G \ P l a n S h e e t s \ U t i l i t i e s \ W S - 0 8 C L I F T S T A T I O N M I S C E L L A N E O U S D E T A I L S . d w g WA T E R D E T A I L S WS-09 NO R T H CAROLI N A C O L IN D . R O HRE NGI N E E R PR O F E S SIO N A LSEAL 056309 DocuSign Envelope ID: D1DC0ACB-7524-43D4-8A90-F43CE40643DA 11/17/2023 © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R GENERAL NOTES GENERAL NOTES STANDARDS ABBREVIATIONS DRIVEWAYS AND SIDEWALKS: PROPOSED CURB ELEVATIONS: DRAINAGE STRUCTURES: THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN EXISTING PAVEMENT, UNLESS OTHERWISE NOTED. PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION JOINT. MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY: 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. PIPE AND BOX CULVERT LENGTHS ARE REPORTED IN THE CONSTRUCTION DOCUMENTS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE, INCLUDING TRANSITIONS, HORIZONTAL AND VERTICAL BENDS. ALL PIPES SHALL BE RCP CLASS III, UNLESS OTHERWISE NOTED. WEEP HOLES ARE TO BE CONSTRUCTED AS DIRECTED BY THE ENGINEER. IF REQUIRED, WEEP HOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1 3 OF THE STRUCTURE. ATTACH HARDWARE CLOTH (ALUMINUM OR GALVANIZED STEEL NO. 4 WIRE REINFORCEMENT) TO THE OUTSIDE OF THE STRUCTURE WITH HEAVY DUTY CONSTRUCTION ADHESIVE OVER THE WEEP HOLE. PLACE A POROUS FABRIC BAG FILLED WITH ONE CUBIC FOOT OF NO. 78M STONE AT EACH WEEP HOLE AGAINST THE HARDWARE CLOTH. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK. ·FOR CONCRETE AND ASPHALT DRIVEWAY PAVEMENT SECTIONS - MATCH EXISTING ·FOR GRAVEL - SIX INCH INCIDENTAL STONE SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS, PER NCDOT STD. NO. 848.01. CROSS SLOPES ON SIDEWALKS SHALL NOT EXCEED 2.0%. RUNNING SLOPES ALONG SIDEWALKS SHALL NOT EXCEED 5.0%, OR THE ADJACENT ROADWAY SLOPE AS MEASURED AT THE GUTTER PAN, WHICHEVER IS GREATER. A TURNING SPACE (LANDING) SHALL BE PROVIDED AT ALL LOCATIONS WHERE A PEDESTRIAN MIGHT TURN TO CHANGE DIRECTION OF TRAVEL. THE LANDING SHALL BE A MINIMUM OF 4 FEET BY 4 FEET, UNLESS NOTED BY THE ENGINEER. TYPICALLY LANDING DIMENSIONS WILL MATCH SIDEWALK WIDTH. THE LANDING ALSO SHALL NOT EXCEED 2.0% SLOPE MEASURED PERPENDICULAR TO THE ROADWAY. THE LANDING ALSO SHALL NOT EXCEED 2.0% OR ADJACENT ROADWAY SLOPE, WHICHEVER IS GREATER, MEASURED PARALLEL TO THE ROADWAY. A CROSS SLOPE TRANSITION PANEL MAY BE REQUIRED WHERE PROPOSED SIDEWALK MEETS EXISTING SIDEWALK WITH A CROSS SLOPE GREATER THEN 2.0%. THE TRANSITION PANEL SHALL NOT EXCEED 2.0% ON THE SIDE OF THE PROPOSED SIDEWALK AND/OR RAMP, AND SHALL MATCH THE EXISTING CROSS SLOPE ON THE SIDE OF THE EXISTING SIDEWALK. FENCES: MAIL BOXES: TREES, SHRUBS, AND HEDGES: UTILITIES: EXISTING SANITARY SEWER AND WATER LINE: THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER LINES. SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE SHALL IMMEDIATELY REPLACE THE LINE AT HIS EXPENSE WITH DUCTILE IRON PIPE. THE CONTRACTOR SHALL REPLACE SANITARY SEWER AND/OR WATER LINE, WITH A MINIMUM TEN FOOT SECTION OF DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN TWO FEET OF SAID LINES, VERTICALLY OR HORIZONTALLY. CONTRACTOR SHALL INSTALL WATER TIGHT MANHOLE LIDS IN ALL SANITARY SEWER MANHOLES WITHIN PROPOSED CURB LINES. THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107-11 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH THE U.S. POSTAL SERVICE. THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND/OR AS DIRECTED BY THE ENGINEER. 1.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 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT NORTH CAROLINA 811 (NC811) AT 811 OR (800)632-4949 TO COORDINATE FOR THE IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE. 2.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED UTILITIES BE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY FOR DIRECTIONS. 3.CONTRACTOR SHALL COORDINATE ANY INTERRUPTION OF UTILITY SERVICE WITH OWNER AND RESPECTIVE UTILITY COMPANY REPRESENTATIVE. 4.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 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. 5.ANY PLANNED INTERRUPTION OF UTILITY SERVICE SHALL BE GIVEN A 48 HOUR NOTICE TO THE UTILITY COMPANY AND THE OWNER. 6.CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC,TELEPHONE, SEWER, WATER, AND COMMUNICATION CONDUITS. 7.ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL POWER COMPANY STANDARDS. 8.ALL UTILITIES ARE TO BE UNDERGROUND. 9.THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, METER BOXES AND WATER VAULTS TO FINISHED GRADE. WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS SHALL BE INSTALLED WITHIN CONCRETE BOXES. THE CONTRACTOR IS REQUIRED TO REMOVE TREES, SHRUBS, AND HEDGES WITHIN THE EASEMENT LINES UNLESS SHOWN ON THE PLANS TO BE PROTECTED. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER IN ACCORDANCE WITH SECTION 01000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS. PRUNING SHALL BE PER THE LATEST STANDARD OF THE LANDSCAPE CONSTRUCTION STANDARDS MANUAL (TYP.) USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK. USE CLD STD. 40.11 FOR BRIDGING TREE ROOTS. TREES SPECIFIED BY THE PLANS TO HAVE ASPHALT CURBING MUST USE CLD STD. 40.13. TREE PROTECTION SHALL BE IN ACCORDANCE WITH CLD STD. 40.02. WHEN THE TREE IS CLOSE TO THE WORK AREA TREE PROTECTION CLD STD. 40.12 SHALL BE USED. THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS. NCDOT STANDARDS SHALL BE USED. NCDOT: 300.01 ............................................METHOD OF PIPE INSTALLATION 310.02 ............................................PARALLEL PIPE END SECTION 310.03 ............................................CROSS PIPE END SECTION 645.01 ............................................PAVEMENT REPAIRS 840.00 ............................................CONCRETE BASE PAD FOR DRAINAGE STRUCTURES 840.01 ............................................BRICK CATCH BASIN - 12" THRU 54" PIPE 840.03 ............................................FRAME, GRATES AND HOOD - FOR USE ON STANDARD CATCH BASIN 840.31 ............................................CONCRETE JUNCTION BOX - 12" THRU 66" PIPE 840.54 ............................................MANHOLE FRAME AND COVER 840.72 ............................................PIPE COLLAR 846.01 ............................................CONCRETE CURB, GUTTER AND CURB & GUTTER 846.03 ............................................FUNNEL DRAIN INSTALLATION IN SHOULDER BERM GUTTER 848.05 ............................................CURB RAMP 852.01 ............................................CONCRETE ISLANDS 876.02 ............................................GUIDE FOR RIP RAP AT PIPE OUTLETS 876.04 ............................................DRAINAGE DITCHES WITH CLASS 'B' RIP RAP 904.10 ............................................ORIENTATION OF GROUND MOUNTED SIGNS 904.30 ............................................SUPPLEMENTAL SIGN MOUNTING 904.50 ............................................MOUNTING OF TYPE 'D', 'E' AND 'F' SIGNS ON 'U' CHANNEL POSTS 1101.01 ............................................WORK ZONE ADVANCE WARNING SIGNS 1110.02 ............................................PORTABLE WORK ZONE SIGNS 1115.01 ............................................FLASHING ARROW BOARDS 1130.01 ............................................DRUMS 1135.01 ............................................CONES 1145.01 ............................................BARRICADES -TYPE III 1150.01 ............................................FLAGGING DEVICES 1170.01 ............................................POSITIVE PROTECTION 1180.01 ............................................SKINNY DRUM 1205.01 ............................................PAVEMENT MARKINGS - LINE TYPES AND OFFSETS 1205.04 ............................................PAVEMENT MARKINGS - INTERSECTIONS 1205.07 ............................................PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS 1205.08 ............................................PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES 1205.09 ............................................PAVEMENT MARKINGS - PAINTED ISLANDS 1250.01 ............................................PAVEMENT MARKER SPACING 1251.01 ............................................RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY 1605.01 ............................................TEMPORARY SILT FENCE *SEE SHEET EC-2 FOR EROSION CONTROL DETAILS. EROSION CONTROL: ACCESSIBLE RAMPS AND DEPRESSED CURB: TRAFFIC CONTROL: SIDE SLOPES: SAWCUTS: LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD DRAWINGS. THE MAXIMUM SLOPE SHALL NOT EXCEED A 3:1 (HORIZONTAL TO VERTICAL) UNLESS DESIGNATED BY THE ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM WILL BE USED ONLY AS DIRECTED BY THE ENGINEER. SEE EROSION CONTROL PLANS ON SHEETS EC-1 TO EC-4 BY KIMLEY HORN FOR EROSION CONTROL MEASURES. THE CONTRACTOR SHALL CONSTRUCT 6-INCH THICK CONCRETE ACCESSIBLE CURB RAMPS AT INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE CURB RAMPS DETAILS, "PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY" (PROWAG), CONSTRUCTION PLANS & NCDOT STANDARD DRAWINGS. THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL BE 1 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIE-IN TO FACE OF PROPOSED CURB AND GUTTER. SAWCUT & MILLING LIMITS MAY BE REDUCED PER DISCRETION OF NCDOT INSPECTOR. STATE ROADS: TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF NCDOT STANDARDS, MUTCD STANDARDS, AND THE TRAFFIC CONTROL PLANS ON SHEET TCP-1 THROUGH TCP-3. RUNNING SLOPES ALONG CURB RAMPS SHALL NOT EXCEED 8.3%, BUT SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL PANELS OF THE RAMP MUST EQUAL THE SAME PERCENTAGE. FLARES SHALL BE 10.0% MAXIMUM SLOPE (WHERE APPLICABLE), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. RAMP CROSS SLOPE SHALL NOT EXCEED 2.0%, OR THE ADJACENT ROADWAY SLOPE AS MEASURED AT THE GUTTER PAN, WHICHEVER IS GREATER. NTS.......................NOT TO SCALE O/H........................OVER HEAD OC.........................ON CENTER PAVT.....................PAVEMENT PC..........................POINT OF CURVATURE PERM....................PERMANENT PG.........................PAGE PI...........................POINT OF INT PK..........................PK NAIL SET PP..........................POWER POLE PROP....................PROPOSED PSE.......................PERM SW ESMT PT..........................POINT OF TANGENCY PVI.........................POINT OF VERT INT PUE.......................PERM UTILITY ESMT r.............................RADIUS RT..........................RIGHT RCP.......................REINFORCED CONC PIPE RELOC..................RELOCATE R/W........................RIGHT OF WAY S............................OUTH SD......................... STORM DRAIN SF..........................SQUARE FOOT S/R FENCE...........SPLIT RAIL FENCE SS..........................SANITARY SEWER STA........................STATION STD.......................STANDARD SW.........................SIDEWALK TAN.......................TANGENT TCE.......................TEMP CONST ESMT TEMP.....................TEMPORARY TP..........................TRAVERSE POINT T/W........................TEST WIRE TYP........................TYPICAL U/G........................UNDER GROUND VC.........................VERTICAL CURVE VERT.....................VERTICAL W...........................WEST W/..........................WITH WM........................WATER METER W VAULT...................WATER VAULT WV.........................WATER VALVE 60p.........................SIXTY PENNY NAIL SET '..............................FOOT ''.............................INCH ABAND............................ABANDONED A.D...................................ALGEBRAIC DIFFERENCE ASPH...............................ASPHALT APPROX..........................APPROXIMATELY B/C...................................BACK OF CURB BIT...................................BITUMINOUS BM...................................BENCH MARK BRG.................................BEARING CB....................................CATCH BASIN C&G.................................CURB AND GUTTER CL....................................CLEARANCE C/L FENCE.............................CHAIN LINK FENCE CMP.................................CORRUGATED MTL PIPE CONC..............................CONCRETE CONST............................CONSTRUCTION DB....................................DEED BOOK DCB.................................DOUBLE CB DI.....................................DROP INLET DIA...................................DIAMETER DW...................................DRIVEWAY DIM..................................DIMENSION E.......................................EAST/EASTING EA....................................EACH ELEV................................ELEVATION EOP.................................EDGE OF PAVEMENT ESMT...............................EASEMENT EXIST...............................EXISTING F/C...................................FACE OF CURB FES..................................FLARED END SECTION FH....................................FIRE HYDRANT FOC.................................FIBER OPTIC CABLE GV....................................GAS VALVE HORIZ..............................HORIZONTAL INT...................................INTERSECTION INV...................................INVERT IP......................................IRON PIN SET L.......................................LENGTH LF.....................................LINEAR FOOTAGE LT.....................................LEFT lb......................................POUND LP.....................................LIGHT POLE MAX.................................MAXIMUM MIN..................................MINIMUM MONO..............................MONOLITHIC mph..................................MILES PER HOUR MTL..................................METAL N......................................NORTH/NORTHING GE N E R A L N O T E S R1A 11-09-23 B-100?B-100?B-100? PROPOSED TOPO INFORMATION B-100? PLANTING INFORMATION 234+00234+00234+00 PROPOSED PAVEMENT INFORMATION 234+00 CB 10 S.D. #1 CO GV HY D PROPOSED STRUCTURAL INFORMATION CB 10 S.D. #1 CO GV HY D PROPOSED STRUCTURAL INFORMATION CB 10 S.D. #1 CO GV HY D PROPOSED STRUCTURAL INFORMATION PROPOSED UTILITY INFORMATION CB 10 S.D. #1 CO GV HY D PROPOSED STRUCTURAL INFORMATION PROPOSED PROPERTY LINE PROPOSED ROW PROPOSED EASEMENT PROPOSED SETBACK ESMT PROPOSED BUFFER PROPOSED STORM EASEMENTSDE PROPOSED TCE EASEMENTTCE PROPOSED UTILITY EASEMENTUE PROPOSED SIDEWALK EASEMENTSUE LOD LOD PROPOSED SIDEWALK/UTILITY EASEMENT PROPOSED CONSERVATION EASEMENT PROPOSED LIMITS OF DISTURBANCE PROPOSED SANITARY SEWER EASEMENT PROPOSED WATER LINE EASEMENT PROPOSED OVERHEAD UTILITY EASEMENT PROPOSED UNDERGRAOUND UTILITY EASEMENT PROPOSED PROPERTY LINE PROPOSED ROW PROPOSED EASEMENT PROPOSED SETBACK ESMT PROPOSED BUFFER PROPOSED STORM EASEMENTSDE PROPOSED TCE EASEMENTTCE PROPOSED UTILITY EASEMENTUE PROPOSED SIDEWALK EASEMENTSUE LOD LOD PROPOSED SIDEWALK/UTILITY EASEMENT PROPOSED CONSERVATION EASEMENT PROPOSED LIMITS OF DISTURBANCE PROPOSED SANITARY SEWER EASEMENT PROPOSED WATER LINE EASEMENT PROPOSED OVERHEAD UTILITY EASEMENT PROPOSED UNDERGRAOUND UTILITY EASEMENT PROPOSED PROPERTY LINE PROPOSED ROW PROPOSED EASEMENT PROPOSED SETBACK ESMT PROPOSED BUFFER PROPOSED STORM EASEMENTSDE PROPOSED TCE EASEMENTTCE PROPOSED UTILITY EASEMENTUE PROPOSED SIDEWALK EASEMENTSUE LOD LOD PROPOSED SIDEWALK/UTILITY EASEMENT PROPOSED CONSERVATION EASEMENT PROPOSED LIMITS OF DISTURBANCE PROPOSED SANITARY SEWER EASEMENT PROPOSED WATER LINE EASEMENT PROPOSED OVERHEAD UTILITY EASEMENT PROPOSED UNDERGRAOUND UTILITY EASEMENT PROPOSED BOUNDARY INFORMATION PROPOSED PROPERTY LINE PROPOSED ROW PROPOSED EASEMENT PROPOSED SETBACK ESMT PROPOSED BUFFER PROPOSED STORM EASEMENTSDE PROPOSED TCE EASEMENTTCE SUE PROPOSED UTILITY EASEMENTUE PROPOSED SIDEWALK EASEMENTSUE LOD LOD PROPOSED SIDEWALK/UTILITY EASEMENT PROPOSED CONSERVATION EASEMENT PROPOSED LIMITS OF DISTURBANCE PROPOSED SANITARY SEWER EASEMENT PROPOSED WATER LINE EASEMENT PROPOSED OVERHEAD UTILITY EASEMENT PROPOSED UNDERGRAOUND UTILITY EASEMENT © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R LE G E N D R1B 11-09-23 PAVEMENT SCHEDULE PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. COMPACTED EARTH MATERIAL EXISTING PAVEMENT WEDGING DETAIL FOR RESURFACING (SHEET 2A) PROPOSED 4" CONCRETE SIDEWALK - 2.00% MAX CROSS SLOPE 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. 2' - 0" CONCRETE CURB AND GUTTER PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT AN AVERAGE RATE OF 627 LB PER SQ. YARD IN ONE LIFT. MILL APPROX. 1.5" AND REPLACE WITH 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YARD. 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. VAR DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT AN AVERAGE RATE OF114 LBS PER SQ. YARD PER 1" DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 3" OR GREATER THAN 5.5" IN DEPTH. TYPICAL SECTION NO. 1 -L1- STA 10+46.14 TO STA 14+62 GRADE POINT EXIST ±26' GRASS MEDIAN CL -L1- CAROLINA BEACH ROAD (U.S. HWY. 421) TYPICAL SECTION NO. 3 SITE DRIVEWAYS CL SITE DRIVEWAYS Surface Course (S9.5C) @ 112 lbs/sy/in 2 - 1.5" LIFTS Intermediate Course (I19.0C) @ 114 lbs/sy/in Base Course (B25.0C) @ 114 lbs/sy/in 3" 4" 5.5" N.T.S DESIGN SPEED MYRTLE GROVE ROAD (SR-1492) = 50 MPH CAROLINA BEACH ROAD (US-421)= 60 MPH 11' 1.0' SAWCUT 2' FDPS C2D1E1 T 0.08 V1 EXISTING GROUNDMATCH EXIST 2'EXIST ±11'EXIST ±11'EXIST ±11' EXIST. 2' FDPSEXIST ±0' - ±11'EXIST ±11'EXIST ±11' EXIST. 2' FDPS GRADE POINT 12' 0.02 VAR 0'-12' 2'-6" C&G C2D1E1 4'4' 4:1 EXISTING GROUND T EXISTING GROUND 3:1 0.02 12' 2'-6" C&G C2 D1 E1 4' 4:1 EXISTING GROUND T EXISTING GROUND 3:1 TYPICAL SECTION NO. 2 -L1- STA 14+62 TO STA 19+10 GRADE POINT EXIST GRASS MEDIAN VAR WIDTH CL -L1- CAROLINA BEACH ROAD (U.S. HWY. 421) 11' 1.0' SAWCUT 2'-0" C&G C2D1E1 TV1 MATCH EXIST VAR. 9' - 15'EXIST ±11'EXIST ±11' EXIST. 2' FDPSEXIST ±0' - ±11'EXIST ±11'EXIST ±11' 2' FDPS EXISTING GROUND VAR. 0' - 12' MATCH EXIST EXISTING GROUND TIE TO SITE GRADING 10' U EXISTING GROUND -L1- STA 17+07 TO STA 19+10 U U U U R1 R1 R1C2D1E1V1 S1 TYPICAL SECTION NO. 4 -L2- STA 100+30 TO STA 102+73 EXIST ±11' MATCH EXIST GRADE POINT EXIST ±11' CL V1 U -Y2- MYRTLE GROVE ROAD (SR-1492) EXISTING GROUND EXIST ±11' EXIST ±4' EXISTING GROUND VAR. SLOPE VAR. SLOPE MEDIAN GRADING -L1- STA 15+10 TO STA 19+10 © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R TY P I C A L S E C T I O N S R2A 11-09-23 ENSURE MILL ENCOMPASSES EXISTING STRIPING ENSURE MILL ENCOMPASSES EXISTING STRIPING © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R DE T A I L S R2B 11-09-23 DE DE DE DE 0+00 1+00 2+00 3+00 4+00 5+00 6+006+0115' CAROLINA BEACH RD (US-421) M Y R T L E G R O V E R D ( S R - 1 4 9 2 ) 600' FOR 60 MPH DESIGN SPEED PER NCDOT -L 2 - S I T E D R I V E W A Y -Y 2 - S I T E DR I V E W A Y 10' BY 70' SIGHT TRIANGLE 10' BY 70' SIGHT TRIANGLE 10' BY 70' SIGHT TRIANGLE 10' BY 70' SIGHT TRIANGLE H. Scale:1"=40' | V. Scale: 1"=4' RIGHT TURN FROM -L2- SIGHT DRIVEWAY 10 15 20 25 30 35 40 10 15 20 25 30 35 40 -0+50 0+00 26 . 1 1+00 27 . 0 2+00 26 . 1 3+00 26 . 5 4+00 25 . 7 25 . 8 2 5+00 25 . 4 6+00 25 . 2 2 6+50 3.5' HEIGHT OF OBJECT 3.5' HEIGHT OF EYE EXISTING GROUND PROPOSED GROUND LINE OF SIGHT SI G H T D I S T A N C E PR O F I L E S R3A NO R T H NOTE: OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS LOCATED WITHIN SIGHT LINE. PERMISSION FROM ADJACENT PROPERTY OWNER IS REQUIRED PRIOR TO TREE/OBSTRUCTION REMOVAL FROM ADJACENT PROPERTY. © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R 11-09-23 DE DE DE DE 0+00 1+00 2+00 3+00 4+00 5+00 6+006+00 15' CAROLINA BEACH RD (US-421) M Y R T L E G R O V E R D ( S R - 1 4 9 2 ) 600' FOR 60 MPH DESIGN SPEED PER NCDOT -L 2 - S I T E D R I V E W A Y -Y 2 - S I T E DR I V E W A Y 10' BY 70' SIGHT TRIANGLE 10' BY 70' SIGHT TRIANGLE 10' BY 70' SIGHT TRIANGLE 10' BY 70' SIGHT TRIANGLE H. Scale:1"=40' | V. Scale: 1"=4' RIGHT TURN FROM -Y2- SITE DRIVEWAY 10 15 20 25 30 35 40 10 15 20 25 30 35 40 -0+50 0+00 26 . 5 1+00 26 . 8 26 . 7 7 2+00 26 . 4 26 . 4 0 3+00 26 . 0 26 . 0 6 4+00 25 . 4 25 . 6 3 5+00 25 . 4 25 . 5 6 6+00 25 . 9 25 . 8 7 6+50 3.5' HEIGHT OF OBJECT 3.5' HEIGHT OF EYE EXISTING GROUNDPROPOSED GROUND LINE OF SIGHT © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R SI G H T D I S T A N C E PR O F I L E S R3B NO R T H NOTE: OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS LOCATED WITHIN SIGHT LINE. PERMISSION FROM ADJACENT PROPERTY OWNER IS REQUIRED PRIOR TO TREE/OBSTRUCTION REMOVAL FROM ADJACENT PROPERTY. 11-09-23 DE DE DE M DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R TU R N I N G MO V E M E N T S R3C NO R T H DESIGN VEHICLE: SMEAL AERIAL RM 75FT. MOVEMENT: LEFT TURNS FROM MYRTLE GROVE RD. TO CAROLINA BEACH RD. DESIGN VEHICLE: SMEAL AERIAL RM 75FT. MOVEMENT: RIGHT TURN FROM CAROLINA BEACH RD. TO MYRTLE GROVE RD. RIGHT TURN FROM MYRTLE GROVE RD. TO CAROLINA BEACH RD. DESIGN VEHICLE: SMEAL AERIAL RM 75FT. MOVEMENT: LEFT TURN FROM CAROLINA BEACH RD. TO MYRTLE GROVE RD. RIGHT TURN FROM CAROLINA BEACH RD. INTO WAWA'S DRIVEWAY RIGHT TURN OUT OF WAWA'S DRIVEWAY DESIGN VEHICLE: SU-30 MOVEMENT: LEFT TURN FROM CAROLINA BEACH RD. TO MYRTLE GROVE RD. RIGHT TURN FROM CAROLINA BEACH RD. INTO WAWA'S DRIVEWAY RIGHT TURN OUT OF WAWA'S DRIVEWAY DESIGN VEHICLE: SU-30 MOVEMENT: RIGHT TURN FROM CAROLINA BEACH RD. TO MYRTLE GROVE RD. RIGHT TURN FROM MYRTLE GROVE RD. TO CAROLINA BEACH RD. DESIGN VEHICLE: SU-30 MOVEMENT: LEFT TURNS FROM MYRTLE GROVE RD. TO CAROLINA BEACH RD. M Y R T L E G R O V E R D ( S R - 1 4 9 2 ) CAROLINA BEACH RD (US-421) CAROLINA BEACH RD (US-421) M Y R T L E G R O V E R D ( S R - 1 4 9 2 ) M Y R T L E G R O V E R D ( S R - 1 4 9 2 ) CAROLINA BEACH RD (US-421) CAROLINA BEACH RD (US-421)CAROLINA BEACH RD (US-421) CAROLINA BEACH RD (US-421) CAROLINA BEACH RD (US-421)CAROLINA BEACH RD (US-421) 11-09-23 PROPOSED CONCRETE/C&G PROPOSED FULL DEPTH PAVEMENT/SAWCUT LEGEND FOR PROPOSED IMPROVEMENTS PROPOSED TRAFFIC FLOW PROPOSED 2'-6" CURB AND GUTTER PROPOSED MILL AND INLAY LIMITS PROPOSED OVERLAY CO CO CO CO C O M CO M C O M CO M CO M CO M COM COM COM COMCOMCOMCOMCOM CO M COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COM COM COMCOM COM COM COM COM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOM COM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOM COM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOM COM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM BSL BSL BSL BSL BSL LSBLSBLSBLSBDE DE DE DE DE DE DE DE UE UE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE DE M Y R T L E G R O V E R D ( S R - 1 4 9 2 ) CAROLINA BEACH RD (US-421) CAROLINA BEACH RD (US-421) 250' DECEL. TAPER 100' STORAGE 2' FDPS BEGIN CONSTRUCTION STA:10+46.14 OFF:48.52'RT STA:13+86.37 OFF:58.68'RT STA:14+90.04 OFF:56.85'RT 2' C&G M Y R T L E G R O V E R D ( S R - 1 4 9 2 ) 200' BAY TAPER 200' STORAGE STA:10+73.19 OFF:49.57'RT 2' FDPS 11 . 0 ' EX I S T ±1 1 ' EX I S T ±1 1 ' EX I S T ±1 0 ' R10' R7' SEE ONSITE PLANS BY KIMLEY-HORN 10' SIDEWALK PERPENDICULAR CURB RAMP PER NCDOT STD PERPENDICULAR CURB RAMP PER NCDOT STD EX I S T ±1 1 ' EX I S T ±1 1 ' 11 . 0 ' EX I S T ±1 2 ' EX I S T ±1 1 ' EX I S T ±1 1 ' 12 . 0 ' R30' R30' 1' SAWCUT 1' SAWCUT 1' SAWCUT 1' SAWCUT STA:10+91.23 OFF:19.92'RT CURB & GUTTER END TREATMENT PER DETAIL 4 ON SHEET R2A 11.0' 14 . 7 ' R30' STA:13+80.99 OFF:9.83'LT STA:13+81.36 OFF:10.71'RT STA:14+59.33 OFF:13.59'RT 1' SAWCUT 1' SAWCUT SEE ONSITE PLANS FOR STORM INFO 55 L F O F 1 5 " R C P @ 0 . 5 0 % 0400 RIM: 24.67 INV OUT: 21.62 EX I S T ±1 1 ' EX I S T ±1 1 ' 11.0' EXIS T ±12' SIGNAL PLANS BY KIMLEY HORN TO BE INCLUDED NEXT SUBMITTAL VAR. GRASS STRIP R10' R5' R10' R5' 10'x70' SIGHT TRIANGLE (TYP.) © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R NO R T H RO A D W A Y P L A N S R4 -Y1- M A T C H L I N E S T A 1 0 1 + 5 0 - S E E S H E E T R5 -L 1 - M A T C H L I N E S T A 1 5 + 5 0 - S E E S H E E T R5 11-09-23 ENSURE MILL ENCOMPASSES EXISTING STRIPING PROPOSED CONCRETE/C&G PROPOSED FULL DEPTH PAVEMENT/SAWCUT LEGEND FOR PROPOSED IMPROVEMENTS PROPOSED TRAFFIC FLOW PROPOSED 2'-6" CURB AND GUTTER PROPOSED MILL AND INLAY LIMITS PROPOSED OVERLAY COM COM COM COM COM COM COM COM MYRTLE GROVE RD (SR-1492) STA:100+30.33 OFF:0.00' EX I S T ±1 0 ' EX I S T ±1 2 ' 11 . 0 ' EX I S T ±1 2 ' COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM BSL BSL BS L BS L LS B LS B LSBLSBLSB 200' STORAGE 250' DECEL. TAPER STA:15+73.64 OFF:56.83'RT STA:16+96.72 OFF:48.58'RT END CONSTRUCTION STA:17+07.27 OFF:48.57'RT CAROLINA BEACH RD (US-421) 200' BAY TAPER 2' C&G 2' FDPS 10' SIDEWALK CONTRACTOR TO COORDINATE POLE RELOCATION PERPENDICULAR CURB RAMP PER NCDOT STD PERPENDICULAR CURB RAMP PER NCDOT STD EX I S T ±1 1 ' EX I S T ±1 1 ' EX I S T ±1 1 ' 12 . 0 ' EX I S T ±1 1 ' EX I S T ±1 1 ' 11 . 0 ' 1' SAWCUT 1' SAWCUT R40'R30' R50' 9. 0 ' END CONSTRUCTION STA:19+09.52 OFF:12.28'LT STA:17+09.54 OFF:0.00' EX I S T ±1 2 ' EX I S T ±1 1 ' EX I S T ±1 1 ' EX I S T ±1 1 ' SEE ONSITE PLANS BY KIMLEY-HORN CURB & GUTTER END TREATMENT PER DETAIL 4 ON SHEET R2A © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R NO R T H RO A D W A Y P L A N S R5 -Y 1 - M A T C H L I N E S T A 1 0 1 + 5 0 - S E E S H E E T R4 -L 1 - M A T C H L I N E S T A 1 5 + 5 0 - S E E S H E E T R4 N O R T H 11-09-23 ENSURE MILL ENCOMPASSES EXISTING STRIPING H. Scale:1"=20' | V. Scale: 1"=2' -L2- 18 20 25 30 18 20 25 30 10+00 25 . 4 25 . 3 8 11+00 23 . 8 23 . 7 6 11+50 -1.84% -2.54% PV I : 1 0 + 4 2 . 9 0 EL : 2 5 . 8 4 PV I : 1 1 + 1 1 . 8 9 EL : 2 4 . 4 3 PVI STA:10+90.89 PVI ELEV:24.96 AD:0.70% K:15.00 10.54' VC BV C S : 1 0 + 8 5 . 6 3 BV C E : 2 5 . 0 6 EV C S : 1 0 + 9 6 . 1 6 EV C E : 2 4 . 8 3 EL : 2 5 . 2 0 PC : 1 0 + 7 7 . 5 8 SEE ONSITE PLANS BY KIMLEY-HORN H. Scale:1"=20' | V. Scale: 1"=2' -Y2- 20 25 30 35 20 25 30 35 100+00 25 . 4 25 . 4 2 101+00 25 . 4 25 . 4 0 -0.37%1.50%-1.00% PV I : 1 0 0 + 4 0 . 9 5 EL : 2 5 . 9 8 PV I : 1 0 1 + 0 8 . 6 1 EL : 2 5 . 9 7 PVI STA:100+64.79 PVI ELEV:25.89 AD:1.87% K:9.00 16.79' VC BV C S : 1 0 0 + 5 6 . 4 0 BV C E : 2 5 . 9 2 EV C S : 1 0 0 + 7 3 . 1 9 EV C E : 2 6 . 0 2 LOW POINT ELEV: 25.92 LOW POINT STA: 100+59.69 PVI STA:100+85.50 PVI ELEV:26.20 AD:2.50% K:9.00 22.50' VC BV C S : 1 0 0 + 7 4 . 2 5 BV C E : 2 6 . 0 4 EV C S : 1 0 0 + 9 6 . 7 5 EV C E : 2 6 . 0 9 HIGH POINT ELEV: 26.14 HIGH POINT STA: 100+87.75 EL : 2 5 . 9 6 PC : 1 0 0 + 4 7 . 9 1 EL : 2 6 . 1 3 PT : 1 0 0 + 9 2 . 0 1 SEE ONSITE PLANS BY KIMLEY-HORN © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R PR O F I L E S R6 11-09-23 TIME RESTRICTIONS: A) DO NOT CLOSE TRAVEL LANES AS FOLLOWS: ADAPT THE TRAFFIC CONTROL PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CONDITIONS TO PROVIDE SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR REMOVAL OF DEVICES. THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER. CONSTRUCTION RESTRICTIONS: C) DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF TRAFFIC OF AN OPEN TRAVELWAY UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR OTHERWISE DIRECTED BY THE ENGINEER. TRAFFIC PATTERN ALTERATIONS: L) NOTIFY THE ENGINEER AND NCDOT TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY TRAFFIC PATTERN ALTERATION. ROAD NAME DAY AND TIME RESTRICTIONS LANE AND SHOULDER CLOSURE REQUIREMENTS: D) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED, OR AS DIRECTED BY THE ENGINEER. E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 40 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING NCDOT ROADWAY STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. G) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE. H) DO NOT WORK SIMULTANEOUSLY, ON BOTH SIDES OF AN OPEN TRAVELWAY, WITHIN THE SAME LOCATION, ON A TWO-LANE, TWO-WAY ROAD. I) DO NOT PERFORM WORK INVOLVING HEAVY EQUIPMENT WITHIN 15 FT OF THE EDGE OF TRAVELWAY WHEN WORK IS BEING PERFORMED BEHIND A LANE CLOSURE ON THE OPPOSITE SIDE OF THE TRAVELWAY. PAVEMENT EDGE DROP OFF REQUIREMENTS: J) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS A DROP-OFF AS FOLLOWS: BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH. BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER. K) DO NOT EXCEED A DIFFERENCE OF 1.5 INCHES IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC. INSTALL ADVANCE WARNING "UNEVEN LANES" SIGNS (W8-11) 500 FT IN ADVANCE OF THE UNEVEN AREA. SIGNING: M) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 100 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. WHEN NO WORK IS BEING CONDUCTED FOR A PERIOD LONGER THAN ONE WEEK, REMOVE OR COVER ALL ADVANCE WORK ZONE WARNING SIGNS, AS DIRECTED BY THE ENGINEER. N) PROVIDE PERMANENT SIGNING. O) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN. P) INSTALL BLACK ON ORANGE "DIP" SIGNS (W8-2) 500 FT IN ADVANCE OF THE UNEVEN AREA. Q) INSTALL BLACK ON ORANGE "BUMP" SIGNS (W8-1) 500 FT IN ADVANCE OF THE UNEVEN AREA. MYRTLE GROVE ROAD CAROLINA BEACH ROAD B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL EVENTS AS FOLLOWS: ROAD NAME MYRTLE GROVE ROAD CAROLINA BEACH ROAD HOLIDAY 1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC VOLUMES, AS DIRECTED BY THE ENGINEER. 2. FOR NEW YEAR'S, BETWEEN THE HOURS OF 6:00 A.M. DECEMBER 31st TO 7:00 P.M. JANUARY 2ND. IF NEW YEAR'S DAY IS ON A FRIDAY, SATURDAY, SUNDAY, OR MONDAY THEN UNTIL 7:00 P.M. THE FOLLOWING TUESDAY. 3. FOR EASTER, BETWEEN THE HOURS OF 6:00 A.M. THURSDAY AND 7:00 P.M. MONDAY. 4. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 6:00 A.M. FRIDAY TO 7:00 P.M. TUESDAY. 5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 6:00 A.M. THE DAY BEFORE INDEPENDENCE DAY AND 7:00 P.M. THE DAY AFTER INDEPENDENCE DAY. IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR MONDAY THEN BETWEEN THE HOURS OF 6:00 A.M. THE THURSDAY BEFORE INDEPENDENCE DAY AND 7:00 P.M. THE TUESDAY AFTER INDEPENDENCE DAY. 6. FOR LABOR DAY, BETWEEN THE HOURS OF 6:00 A.M. FRIDAY AND 7:00 P.M. TUESDAY. 7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 6:00 A.M. TUESDAY TO 7:00 P.M. MONDAY. 8. FOR CHRISTMAS, BETWEEN THE HOURS OF 6:00 A.M. THE FRIDAY BEFORE THE WEEK OF CHRISTMAS DAY AND 7:00 P.M. THE FOLLOWING TUESDAY AFTER THE WEEK OF CHRISTMAS. LANE CLOSURE(S) SHALL NOT BE PERFORMED DURING 6AM - 9AM AND 4PM - 6PM DURING NORMAL BUSINESS DAYS (M-F). LANE CLOSURE(S) SHALL NOT BE PERFORMED DURING 6AM - 9AM AND 4PM - 6PM DURING NORMAL BUSINESS DAYS (M-F). TRAFFIC CONTROL DEVICES: T) SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE THE POSTED SPEED LIMIT (MPH), EXCEPT 10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY, WHEN LANE CLOSURES ARE NOT IN EFFECT. U) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2 ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY. STAGGER OR OVERLAP BARRICADES TO ALLOW FOR INGRESS OR EGRESS. V) PLACE SETS OF THREE DRUMS PERPENDICULAR TO THE EDGE OF THE TRAVELWAY ON 300 FT CENTERS WHEN UNOPENED LANES ARE CLOSED TO TRAFFIC. THESE DRUMS SHALL BE IN ADDITION TO CHANNELIZING DEVICES. PAVEMENT MARKINGS AND MARKERS: W) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE (PERMANENT MARKERS). X) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS ON INTERIM LAYERS OF PAVEMENT (TEMPORARY MARKERS) Y) REFER TO SECTION 1205 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED 2018 FOR APPLICATION TIMES AND TEMPERATURE CONDITIONS FOR PAVEMENT MARKINGS. Z) TIE TEMPORARY AND FINAL PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES AS DETERMINED BY THE ENGINEER. AA) REPLACE ANY PAVEMENT MARKINGS THAT HAVE BEEN DAMAGED BY THE END OF EACH DAY'S OPERATION. BB) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER. CC) CONTRACTOR SHALL MAINTAIN ALL TEMPORARY PAINT PAVEMENT MARKINGS UNTIL COMPLETION OF THERMOPLASTIC PAVEMENT MARKING INSTALLATION. DD) BEFORE SHIFTING TRAFFIC TO NEW LOCATIONS, CONTRACTOR SHALL REMOVE ANY MARKINGS WHICH CONFLICT WITH THE NEW TRAFFIC PATTERN(S). EE) PAVEMENT MARKINGS SHALL BE INSTALLED TO CREATE 11' MINIMUM LANE WIDTH, WHERE FEASIBLE. IN AREAS WHERE 11' LANE WIDTHS ARE NOT ATTAINABLE DUE TO EXISTING LANE WIDTHS AND CONFIGURATIONS, AND DUE TO WORK AREA REQUIREMENTS, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO AND DURING LAYOUT OF THE TEMPORARY CONFIGURATION TO ACHIEVE LANE WIDTHS TO THE GREATEST EXTENT FEASIBLE. PEDESTRIAN AND TRANSIT ACCESS / ACCOMMODATIONS: A) CONTACT EMERGENCY, FIRE, RESCUE, LOCAL BUSINESSES, AND UNION COUNTY COURTHOUSE AT LEAST THREE WEEKS PRIOR TO ROAD CLOSURE AND/OR IMPLEMENTATION OF DETOUR ROUTE. B) DO NOT PLACE EQUIPMENT ON OR RESTRICT PEDESTRIAN MOVEMENTS ON SIDEWALKS AT ANY TIME, UNLESS OTHERWISE APPROVED BY THE ENGINEER. C) PEDESTRIAN ACCESS SHALL BE MAINTAINED ALONG ALL EXISTING SIDEWALKS AND PATHS FOR THE DURATION OF CONSTRUCTION AT ALL POSSIBLE TIMES, UNLESS OTHERWISE DIRECTED OR APPROVED BY THE ENGINEER. PROTECT PEDESTRIANS FROM WORK AREAS BY USE OF WATER FILLED BARRIERS, SAFETY FENCE, AND OTHER DEVICES AS NECESSARY. D) MAINTAIN EXISTING PEDESTRIAN ROUTES DURING CONSTRUCTION AT ALL POSSIBLE TIMES. MAINTAIN EXISTING SIDEWALK UNTIL NEW SIDEWALK IS IN PLACE, USING SAFETY FENCE AS NEEDED TO KEEP PEDESTRIANS OUT OF THE WORK AREAS. ADDITIONAL NOTES: 1.ALL EXISTING DRIVEWAYS SHALL REMAIN OPEN DURING LANE CLOSURE(S). 2.ONLY DRUMS (NCDOT STD 1130.01 SHALL BE USED DURING LANE CLOSURE(S), NO CONES WILL BE ALLOWED. THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THE BEGINNING OF WORK. APPROACH WARNING SIGNS SHALL BE PLACED ON ALL APPLICABLE ROADS AND SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED. PHASE 1: THE CONTRACTOR SHALL INSTALL TEMPORARY TRAFFIC CONTROL MEASURES AND CONSTRUCT THE IMPROVEMENTS ALONG CAROLINA BEACH ROAD (US-421) AS SPECIFIED ON SHEET TCP-2. CONSTRUCTION SHALL BE PERFORMED WHILE MAINTAINING 5 FEET OF DISTANCE BETWEEN THE WORK AREA AND TRAVEL WAY. WHERE CONSTRUCTION MUST OCCUR WITHIN 5 FEET OF TRAVEL WAY,THE CONTRACTOR SHALL CLOSE THE NEAREST LANE USING NCDOT 1101.02 SHEET 3. PHASE 2: THE CONTRACTOR SHALL ADJUST TEMPORARY TRAFFIC CONTROL MEASURES AND CONSTRUCT THE IMPROVEMENTS ALONG CAROLINA BEACH ROAD (US-421) AS SPECIFIED ON SHEET TCP-3. CONSTRUCTION SHALL BE PERFORMED WHILE MAINTAINING 5 FEET OF DISTANCE BETWEEN THE WORK AREA AND TRAVEL WAY. WHERE CONSTRUCTION MUST OCCUR WITHIN 5 FEET OF TRAVEL WAY,THE CONTRACTOR SHALL CLOSE THE NEAREST LANE USING NCDOT 1101.02 SHEET 3. PHASE 3: REMOVE ALL SIGNS, BARRELS, ETC WHEN WORK IS COMPLETE. NOTE: ALL EXISTING DRIVEWAYS SHALL REMAIN OPEN DURING LANE CLOSURE(S). ONLY DRUMS (NCDOT STD 1130.01) SHALL BE USED DURING LANE CLOSURE(S), NO CONES WILL BE ALLOWED. TRAFFIC CONTROL LEGEND FLASHING ARROW PANEL (TYPE C) DRUM DIRECTION OF TRAFFIC FLOW STATIONARY SIGN WORK AREA CHANGEABLE MESSAGE SIGN SKINNY DRUM TYPE III BARRICADE FLAGGER PAVEMENT MARKING SYMBOLS PAVEMENT MARKING LINES PA - PAINT (4" WHITE, 2X) EDGELINE PB - PAINT (4" YELLOW, 2X) EDGELINE PC - PAINT (4" WHITE, 2X) 4" X 10' SKIP PD - PAINT (4" WHITE, 2X) 4" x 2' MINISKIP PE - PAINT (4" WHITE, 2X) SOLID LANE LINE PF - PAINT (4" YELLOW, 2X) 4" X 10' SKIP PG - PAINT (4" YELLOW, 2X) 4" x 2' MINISKIP PH - PAINT (4" YELLOW, 2X) SINGLE CENTER LINE PI - PAINT (4" YELLOW, 2X) DOUBLE CENTER LINE PR - PAINT (8" WHITE, 2X) GORELINE PS - PAINT (8" WHITE, 2X) DIAGONAL PV - PAINT (8" YELLOW, 2X) DIAGONAL PX - PAINT (8" WHITE, 2X) CROSSWALK P2 - PAINT (24" WHITE, 2X) STOP BAR QA - PAINT 2X (LEFT TURN ARROW) QB - PAINT 2X (RIGHT TURN ARROW) QC - PAINT 2X (STRAIGHT ARROW) QD - PAINT 2X (COMBINATION STRAIGHT & LEFT TURN ARROW) QE - PAINT 2X (COMBINATION STRAIGHT & RIGHT TURN ARROW) QG - PAINT 2X (COMBINATION STRAIGHT, RIGHT, & LEFT TURN ARROW) QI - PAINT 2X (ALPHANUMERIC CHARACTER) 1101.05 WORK ZONE VEHICLE ACCESSES 1101.01 WORK ZONE ADVANCE WARNING SIGNS 1101.03 TEMPORARY ROAD CLOSURES 1101.04 TEMPORARY SHOULDER CLOSURES 1101.11 TRAFFIC CONTROL DESIGN TABLES 1110.02 PORTABLE WORK ZONE SIGNS 1110.01 STATIONARY WORK ZONE SIGNS 1115.01 FLASHING ARROW BOARDS 1130.01 DRUM 1135.01 CONES 1145.01 BARRICADES 1150.01 FLAGGING DEVICES 1160.01 TEMPORARY CRASH CUSHION 1165.01 TRUCK MOUNTED ATTENUATOR DELINEATION 1170.01 POSITIVE PROTECTION 1180.01 SKINNY-DRUM 1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS 1205.02 PAVEMENT MARKINGS - DIVIDED AND UNDIVIDED ROADWAYS 1205.04 PAVEMENT MARKINGS - INTERSECTIONS 1205.05 PAVEMENT MARKINGS - TURN LANES 1205.06 PAVEMENT MARKINGS - THRU LANE DROPS 1205.07 PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS 1205.09 PAVEMENT MARKINGS - PAINTED ISLANDS 1205.08 PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES 1250.01 RAISED PAVEMENT MARKERS - INSTALLATION SPACING 1251.01 RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY 1261.01 GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING 1261.02 GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNTING 1262.01 GUARDRAIL END DELINEATION 1264.01 OBJECT MARKERS - TYPES 1264.02 OBJECT MARKERS - INSTALLATION 1101.02 TEMPORARY LANE CLOSURES 1205.03 PAVEMENT MARKINGS - INTERCHANGES 1205.10 PAVEMENT MARKINGS - SCHOOL AREAS 1205.11 PAVEMENT MARKINGS - BRIDGES THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" - PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: TEMPORARY PAVEMENT MARKING ROADWAY STANDARD DRAWINGS STD. NO.TITLE TRAFFIC CONTROL LEGEND FLASHING ARROW PANEL (TYPE C) DRUM DIRECTION OF TRAFFIC FLOW STATIONARY SIGN WORK AREA CHANGEABLE MESSAGE SIGN SKINNY DRUM TYPE III BARRICADE FLAGGER THE ROADWAY IMPROVEMENTS WILL BE CONSTRUCTED IN MULTIPLE PHASES IN AN EFFORT TO MAINTAIN TRAFFIC AND LOCAL ACCESS AT ALL POSSIBLE TIMES DURING CONSTRUCTION. LOCAL TRAFFIC WILL BE MAINTAINED USING TEMPORARY TRAFFIC PATTERNS. © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R CONSTRUCTION PHASING MANAGEMENT STRATEGIES GENERAL NOTES GENERAL NOTES CONTINUED TR A F F I C C O N T R O L NO T E S TCP-1 11-09-23 TRAFFIC CONTROL LEGEND FLASHING ARROW PANEL (TYPE C) DRUM DIRECTION OF TRAFFIC FLOW STATIONARY SIGN WORK AREA CHANGEABLE MESSAGE SIGN SKINNY DRUM TYPE III BARRICADE FLAGGER M Y R T L E G R O V E R D ( S R - 1 4 9 2 ) CAROLINA BEACH RD (US-421) 200' MIN345' BUFFER605' MERGE TAPER500'500'500' CL O S E D AH E A D W2 0 - 5 RI G H T L A N E W4 - 2 R CL O S E D W3 - 5 RI G H T L A N E THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THE BEGINNING OF WORK. APPROACH WARNING SIGNS SHALL BE PLACED ON ALL APPLICABLE ROADS AND SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL INSTALL TEMPORARY TRAFFIC CONTROL MEASURES AND AND SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED. PHASE 1: THE CONTRACTOR SHALL INSTALL TEMPORARY TRAFFIC CONTROL MEASURES AND CONSTRUCT THE IMPROVEMENTS ALONG CAROLINA BEACH ROAD (US-421) AS SPECIFIED ON SHEET TCP-2. CONSTRUCTION SHALL BE PERFORMED WHILE MAINTAINING 5 FEET OF DISTANCE BETWEEN THE WORK AREA AND TRAVEL WAY. WHERE CONSTRUCTION MUST OCCUR WITHIN 5 FEET OF TRAVEL WAY,THE CONTRACTOR SHALL CLOSE THE NEAREST LANE USING NCDOT 1101.02 SHEET 3. THE CONTRACTOR SHALL ADJUST TEMPORARY TRAFFIC CONTROL MEASURES ANDNOTE: ALL EXISTING DRIVEWAYS SHALL REMAIN OPEN DURING LANE CLOSURE(S). ONLY DRUMS (NCDOT STD 1130.01) SHALL BE USED DURING LANE CLOSURE(S), NO CONES WILL BE ALLOWED. © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R TR A F F I C C O N T R O L PH A S E 1 TCP-2 NO R T H 11-09-23 TRAFFIC CONTROL LEGEND FLASHING ARROW PANEL (TYPE C) DRUM DIRECTION OF TRAFFIC FLOW STATIONARY SIGN WORK AREA CHANGEABLE MESSAGE SIGN SKINNY DRUM TYPE III BARRICADE FLAGGER M Y R T L E G R O V E R D ( S R - 1 4 9 2 ) 200' MIN 345' BUFFER 605' MERGE TAPER 500'500'500' CL O S E D AH E A D W2 0 - 5 LE F T L A N E W4 - 2 L CL O S E D W3 - 5 LE F T L A N E CAROLINA BEACH RD (US-421) 11 ' 5' BUFFER ROAD CLOSED W11-2 (SIGNS MOUNTED ON BARRICADES) ROAD CLOSED W11-2 (SIGNS MOUNTED ON BARRICADES) CAROLINA BEACH RD (US-421) 500'500' CL O S E D AH E A D W2 0 - 5 LE F T L A N E CL O S E D W3 - 5 LE F T L A N E THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THE BEGINNING OF WORK. APPROACH WARNING SIGNS SHALL BE PLACED ON ALL APPLICABLE ROADS AND SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL INSTALL TEMPORARY TRAFFIC CONTROL MEASURES AND PHASE 3: REMOVE ALL SIGNS, BARRELS, ETC WHEN WORK IS COMPLETE. NOTE: ALL EXISTING DRIVEWAYS SHALL REMAIN OPEN DURING LANE CLOSURE(S). ONLY DRUMS (NCDOT STD 1130.01) SHALL BE USED DURING LANE CLOSURE(S), NO CONES WILL BE ALLOWED. PHASE 2: THE CONTRACTOR SHALL ADJUST TEMPORARY TRAFFIC CONTROL MEASURES AND CONSTRUCT THE IMPROVEMENTS ALONG CAROLINA BEACH ROAD (US-421) AS SPECIFIED ON SHEET TCP-3. CONSTRUCTION SHALL BE PERFORMED WHILE MAINTAINING 5 FEET OF DISTANCE BETWEEN THE WORK AREA AND TRAVEL WAY. WHERE CONSTRUCTION MUST OCCUR WITHIN 5 FEET OF TRAVEL WAY,THE CONTRACTOR SHALL CLOSE THE NEAREST LANE USING NCDOT 1101.02 SHEET 3. © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R TR A F F I C C O N T R O L PH A S E 2 TCP-3 NO R T H -L 1 - M A T C H L I N E S T A 1 3 + 0 0 - S E E B E L O W -L 1 - M A T C H L I N E S T A 1 3 + 0 0 - S E E A B O V E 11-09-23 PAVEMENT MARKING LINES PAVEMENT MARKING LEGEND: PAVEMENT MARKING SYMBOLS (RIGHT TURN ARROW, 90 MILS) THERMOPLASTIC THERMOPLASTIC (STRAIGHT ARROW (90 MIL)) STATIONS FOR SIGNS ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE ADJUSTED IN THE FIELD TO MEET ACTUAL CONDITIONS. CONTRACTOR TO REMOVE ALL EXISTING SIGNS IN CONFLICT AND COORDINATE RELOCATION WITH DESIGNER. NOTES: 1.CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS AT PROJECT LIMITS. 2.CONTRACTOR SHALL MILL EXISTING MARKINGS SHOWN TO BE REMOVED OR IN CONFLICT WITH PROPOSED. 3.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND INSTALLED ACCORDING TO MOST RECENT NCDOT STANDARDS. 4.SNOWPLOWABLE MARKERS SHALL BE USED FOR THIS PROJECT AND SHALL BE INSTALLED ACCORDING TO MOST RECENT NCDOT STANDARDS. 5.SEE NCDOT STANDARD DETAIL 1253.01 FOR PERMANENT SNOWPLOWABLE PAVEMENT MARKER LOCATIONS. INSTALL PER DETAIL FOR ENTIRE PROJECT STRIPING LIMITS. (LEFT TURN ARROW, 90 MILS) THERMOPLASTIC T70 T71 T72 THERMOPLASTIC (COMBO. LEFT/STRAIGHT ARROW (90 MIL))T73 THERMOPLASTIC (4" YELLOW, 90 MILS) THERMOPLASTIC (24" WHITE, 90 MILS) THERMOPLASTIC (4" WHITE, 90 MILS) THERMOPLASTIC (4" WHITE, 90 MILS) THERMOPLASTIC (4" WHITE, 90 MILS) YELLOW SINGLE CENTER WHITE STOP BAR WHITE SOLID LANE LINE 3 FT. - 9 FT./SP WHITE MINISKIP WHITE EDGE LINE THERMOPLASTIC (4" WHITE, 90 MILS)10 FT. WHITE SKIP THERMOPLASTIC (8" WHITE, 90 MILS)WHITE CROSSWALK LINE THERMOPLASTIC (8" WHITE, 90 MILS)WHITE DIAGONAL THERMOPLASTIC (4" WHITE, 90 MILS)2 FT. - 6 FT./SP WHITE MINISKIP THERMOPLASTIC (4" YELLOW, 90 MILS)YELLOW DOUBLE CENTER THERMOPLASTIC (8" WHITE, 90 MILS)WHITE GORELINE THERMOPLASTIC (4" YELLOW, 90 MILS)YELLOW EDGE LINE THERMOPLASTIC (4" YELLOW, 90 MILS)2 FT. - 6 FT./SP YELLOW MINISKIP THERMOPLASTIC (8" YELLOW, 90 MILS)YELLOW DIAGONAL T4 T1 T2 T11 T61 T3 T46 T41 T5 T13 T40 T10 T14 T42 VAN M DE DE DE DE DE DE M Y R T L E G R O V E R D ( S R - 1 4 9 2 ) CAROLINA BEACH RD (US-421) 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 10 + 0 0 11 + 0 0 11+ 5 0 1 0 0 + 0 0 1 0 1 + 0 0 1 0 2 + 0 0 10 3 + 0 0 10 3 + 2 0 TIE TO EXIST STRIPING TIE TO EXIST STRIPING TIE TO EXIST STRIPING TIE TO EXIST STRIPING TIE TO EXIST STRIPING TIE TO EXIST STRIPING STOP R1-1 30"x30" RELOCATE EXIST R6-1 SIGN PLACE RELOCATED R6-1 SIGN T1T4 T2 T71T71 T61 T1 T61 T2T13 T5 T71 T2 T61 T61 T2 T70 T10 T70 T4 T70 T10 T61 T13 T2 T72T72 T2 T73 T73 T72 T72 10 0 + 0 0 10 1 + 0 0 10 1 + 1 0 SEE ONSITE PLANS BY KIMLEY-HORN SEE ONSITE PLANS BY KIMLEY-HORN T11 T46 T46T41 60' T72 60' T3 T3 T3 © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R PA V E M E N T M A R K I N G AN D S I G N I N G PM-1 NO R T H 11-09-23 © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R GENERAL CONSTRUCTION NOTES GRADING NOTES GROUND STABILIZATION RIP RAP EROSION CONTROL NOTES CONSTRUCTION SEQUENCE SEEDING SCHEDULE AND SEEDBED PREPARATION UTILITY NOTES MAINTENANCE PLAN . INSPECTION NOTES ER O S I O N C O N T R O L NO T E S EC-1 11-09-23 © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R ER O S I O N C O N T R O L DE T A I L S EC-2 11-09-23 STABILIZE ALL SLOPES 3:1 AND GREATER WITH MULCH AND SEED AS NOTED IN EROSION CONTROL DETAILS STABALIZE AS SHOWN (UNLESS OTHERWISE NOTE) ON THIS PLAN WITHIN 14 DAYS OF COMPLETION PER EROSION CONTROL NOTES REMOVE ROCK INLET SEDIMENT TRAPS TYPE C AND INSTALL SILT SOCK/FILTER SACK INLET PROTECTION AS NEEDED ONCE FINAL PAVING OPERATIONS BEGIN ACREAGE SUMMARY PROJECT DISTURBED AREA AREA = 0.67 +/- ACRES TEMPORARY ROCK SILT CHECK, TYPE A ROCK INLET SEDIMENT TRAP, TYPE C LIMITS OF DISTURBANCE (LABELED ON PLANS) TEMPORARY SILT FENCE TEMPORARY TREE PROTECTION FENCE EROSION CONTROL LEGEND ROCK PIPE INLET SEDIMENT TRAP, TYPE B 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. [15A NCAC 4B .0110] TEMPORARY ROCK SILT CHECK, TYPE B CO M CO M CO M COM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOM COM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM M Y R T L E G R O V E R D ( S R - 1 4 9 2 ) CAROLINA BEACH RD (US-421) © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R ER O S I O N C O N T R O L PH A S E 1 EC-3 NO R T H 11-09-23 STABILIZE ALL SLOPES 3:1 AND GREATER WITH MULCH AND SEED AS NOTED IN EROSION CONTROL DETAILS STABALIZE AS SHOWN (UNLESS OTHERWISE NOTE) ON THIS PLAN WITHIN 14 DAYS OF COMPLETION PER EROSION CONTROL NOTES REMOVE ROCK INLET SEDIMENT TRAPS TYPE C AND INSTALL SILT SOCK/FILTER SACK INLET PROTECTION AS NEEDED ONCE FINAL PAVING OPERATIONS BEGIN ACREAGE SUMMARY PROJECT DISTURBED AREA AREA = 0.67 +/- ACRES TEMPORARY ROCK SILT CHECK, TYPE A ROCK INLET SEDIMENT TRAP, TYPE C LIMITS OF DISTURBANCE (LABELED ON PLANS) TEMPORARY SILT FENCE TEMPORARY TREE PROTECTION FENCE EROSION CONTROL LEGEND ROCK PIPE INLET SEDIMENT TRAP, TYPE B 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. [15A NCAC 4B .0110] TEMPORARY ROCK SILT CHECK, TYPE B CO CO CO CO CO VAN M DE DE DE DE DE DE CO M CO M CO M COM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOM COM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM M Y R T L E G R O V E R D ( S R - 1 4 9 2 ) CAROLINA BEACH RD (US-421) SEE ONSITE PLANS BY KIMLEY-HORN SEE ONSITE PLANS FOR STORM INFO SEE ONSITE PLANS BY KIMLEY-HORN CONTRACTOR TO VERIFY GRADING ENSURES POSITIVE DRAINAGE CONTRACTOR TO VERIFY GRADING ENSURES POSITIVE DRAINAGE © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T Know what's below. before you dig.Call R ER O S I O N C O N T R O L PH A S E 2 EC-4 NO R T H 11-09-23 10+00 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50 10+50 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50 11+00 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50 11+50 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50 EXIST ±11'EXIST ±12'EXIST ±14' EXIST ±2.6'EXIST ±18' GRASS MEDIAN EXIST ±2.9'EXIST ±11'11.5'3.0' EXIST ±11'EXIST ±12'EXIST ±13'EXIST ±14' GRASS MEDIAN EXIST ±5'EXIST ±11'11.3'3.0' 2.0' FDPS EXIST ±11'EXIST ±12'EXIST ±9'EXIST ±16' GRASS MEDIAN EXIST ±7'EXIST ±11'EXIST ±11' 2.0' FDPS6.0' OF F : 3 3 . 7 6 E L : 2 7 . 1 9 9 OF F : 4 9 . 2 3 E L : 2 6 . 9 6 9 0.95%-1.65% OF F : 3 3 . 7 4 E L : 2 7 . 1 2 3 OF F : 4 8 . 9 7 E L : 2 6 . 8 5 3 OF F : 5 1 . 0 3 E L : 2 6 . 8 1 4 0.26%-1.91%-1.91% OF F : 3 3 . 7 1 E L : 2 6 . 9 9 7 OF F : 4 9 . 3 9 E L : 2 6 . 6 6 5 OF F : 5 3 . 7 6 E L : 2 6 . 5 6 7 -0.34%-2.24%-2.24% EXIST ±2.0'EXIST ±2.6' EXIST ±2.6' EXIST ±1.8' OF F S E T = 0 . 0 0 E L E V = 2 6 . 2 1 PATCHING AND LEVELING MIGHT BE REQUIRED PRIOR TO RESURFACING THE ROADWAY POSITIVE DRAINAGE OF ROADBED IS REQUIRED. WEDGING MAY BE PERFORMED, NCDOT INSPECTOR TO MAKE FIELD DETERMINATION BEFORE ANY EXCAVATION IS PERFORMED CONTACT THE UTILITY OWNERS TO VERIFY VERTICAL DEPTH OF EXISTING UTILITIES WITHIN ROAD BED. UTILITIES SHOWN ARE APPROXIMATE SIZE AND DEPTH. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SIZE AND DEPTH WITH THE UTILITY OWNERS DEVELOPER/CONTRACTOR HOLDS ALL RESPONSIBILITY TO ENSURE VERTICAL CLEARANCES (S) IS MET AND ALL EXISTING UTILITIES ARE NOT DAMAGED DURING THE CONSTRUCTION PHASE(S) CAROLINA BEACH RD (US-421) © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T CR O S S S E C T I O N S XS-01 11-09-23 12+00 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50 12+50 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50 13+00 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50 13+50 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50 EXIST ±11'EXIST ±11'11.0' 2.0' FDPS EXIST ±11'EXIST ±11'EXIST ±11'11.0' 2.0' FDPS EXIST ±11'EXIST ±11'EXIST ±11'11.0' 2.0' FDPS EXIST ±2' EXIST ±11'EXIST ±11'EXIST ±9'8.8' 2.0' FDPS 2.0'EXIST ±11'EXIST ±11'EXIST ±5'EXIST ±19' GRASS MEDIAN 2.0' 2.0' 2.0' EXIST ±10.5'EXIST ±24' GRASS MEDIAN EXIST ±2'EXIST ±11'EXIST ±11' EXIST ±3' EXIST ±23' GRASS MEDIAN EXIST ±2'EXIST ±11'EXIST ±11'EXIST ±5' EXIST ±2' EXIST ±22' GRASS MEDIAN EXIST ±3'EXIST ±11' EXISTING INTERSECTION OF F : 3 3 . 6 9 E L : 2 6 . 8 4 6 OF F : 4 9 . 6 6 E L : 2 6 . 4 8 9 OF F : 5 6 . 4 8 E L : 2 6 . 3 2 1 1.27%-2.46%-2.46% OF F : 3 3 . 6 6 E L : 2 6 . 6 7 2 OF F : 4 9 . 2 2 E L : 2 6 . 3 7 4 OF F : 5 8 . 9 9 E L : 2 6 . 1 6 9 0.98%-2.10%-2.11% OF F : 3 3 . 6 4 E L : 2 6 . 2 4 8 OF F : 4 7 . 8 2 E L : 2 6 . 1 6 2 OF F : 5 8 . 8 7 E L : 2 6 . 0 8 4 0.85%-0.71%-0.71% OF F : 3 3 . 6 1 E L : 2 6 . 1 9 9 OF F : 4 7 . 7 5 E L : 2 6 . 0 0 7 OF F : 5 8 . 7 6 E L : 2 5 . 8 4 1 0.74%-8.00:1 -1.51%-1.51% EXIST ±2.5' EXIST ±1.4' PATCHING AND LEVELING MIGHT BE REQUIRED PRIOR TO RESURFACING THE ROADWAY POSITIVE DRAINAGE OF ROADBED IS REQUIRED. WEDGING MAY BE PERFORMED, NCDOT INSPECTOR TO MAKE FIELD DETERMINATION BEFORE ANY EXCAVATION IS PERFORMED CONTACT THE UTILITY OWNERS TO VERIFY VERTICAL DEPTH OF EXISTING UTILITIES WITHIN ROAD BED. UTILITIES SHOWN ARE APPROXIMATE SIZE AND DEPTH. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SIZE AND DEPTH WITH THE UTILITY OWNERS DEVELOPER/CONTRACTOR HOLDS ALL RESPONSIBILITY TO ENSURE VERTICAL CLEARANCES (S) IS MET AND ALL EXISTING UTILITIES ARE NOT DAMAGED DURING THE CONSTRUCTION PHASE(S) CAROLINA BEACH RD (US-421) © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T CR O S S S E C T I O N S XS-02 11-09-23 14+00 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50 14+50 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50 15+00 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50 15+50 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50 EXIST ±11' EXIST ±2'EXIST ±12'EXIST ±11'12.0' 2.0' FDPS EXIST ±21' GRASS MEDIAN 11.0' 2.0' FDPS EXIST ±11'EXIST ±11'12.0' 2.0' FDPS EXIST ±22' GRASS MEDIAN EXIST ±11'11.0' 2.0' FDPS INTERSECTION INTERSECTION EXIST ±11'EXIST ±12' EXIST ±2'EXIST ±11'10.5'10.0' SIDEWALK 1.0' 14.0'10.1' SIDEWALK 1.0' OF F : - 2 6 . 1 3 E L : 2 5 . 7 9 2 OF F : 3 4 . 5 2 E L : 2 5 . 9 8 9 OF F : - 2 5 . 2 6 E L : 2 5 . 7 8 8 OF F : 4 7 . 7 4 E L : 2 5 . 9 6 9 OF F : 4 7 . 7 4 E L : 2 5 . 9 6 9 0.56%1.57%1.35%-0.15%-2.79%-3.23: 1 OF F : 4 7 . 9 2 E L : 2 5 . 7 6 6 OF F : 4 7 . 9 2 E L : 2 5 . 7 6 6 -1.91%-2.06%-2.18%-2.53% OF F : - 2 6 . 1 6 E L : 2 5 . 8 9 4 OF F : - 2 . 1 8 E L : 2 5 . 3 0 8 OF F : 0 . 0 2 E L : 2 5 . 2 5 0 OF F : 3 3 . 6 0 E L : 2 5 . 9 6 8 OF F : 4 7 . 8 8 E L : 2 5 . 7 9 3 OF F : 5 6 . 8 5 E L : 2 5 . 6 7 1 OF F : 5 8 . 8 5 E L : 2 6 . 2 2 7 OF F : 8 2 . 8 7 E L : 2 6 . 5 8 8 -3.23%2.64%-2.64% 0.84%-1.36%-1.36% 1.50%1.50% OF F : - 2 6 . 1 9 E L : 2 5 . 9 7 0 OF F : - 2 . 5 8 E L : 2 5 . 3 8 3 OF F : 0 . 0 7 E L : 2 5 . 3 1 3 OF F : 1 0 . 9 4 E L : 2 5 . 0 3 9 OF F : 3 3 . 5 8 E L : 2 5 . 9 7 1 OF F : 4 7 . 8 3 E L : 2 5 . 8 1 0 OF F : 5 6 . 8 4 E L : 2 5 . 7 0 2 OF F : 5 8 . 8 4 E L : 2 6 . 2 5 9 OF F : 7 9 . 3 4 E L : 2 6 . 5 6 6 -2.62%8.00:12.66%-2.66%-1.43%-22.84:1 22.86:1 -0.15%-1.19%-1.19% 1.50%1.50% EXIST ±12' EXIST ±2' OF F S E T = 1 0 . 9 4 E L E V = 2 5 . 0 5 PATCHING AND LEVELING MIGHT BE REQUIRED PRIOR TO RESURFACING THE ROADWAY POSITIVE DRAINAGE OF ROADBED IS REQUIRED. WEDGING MAY BE PERFORMED, NCDOT INSPECTOR TO MAKE FIELD DETERMINATION BEFORE ANY EXCAVATION IS PERFORMED CONTACT THE UTILITY OWNERS TO VERIFY VERTICAL DEPTH OF EXISTING UTILITIES WITHIN ROAD BED. UTILITIES SHOWN ARE APPROXIMATE SIZE AND DEPTH. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SIZE AND DEPTH WITH THE UTILITY OWNERS DEVELOPER/CONTRACTOR HOLDS ALL RESPONSIBILITY TO ENSURE VERTICAL CLEARANCES (S) IS MET AND ALL EXISTING UTILITIES ARE NOT DAMAGED DURING THE CONSTRUCTION PHASE(S) CAROLINA BEACH RD (US-421) © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T CR O S S S E C T I O N S XS-03 11-09-23 16+00 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50 16+50 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50 17+00 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50 17+50 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50 EXIST ±11'11.0' 2.0' FDPS 8.3'8.0' SIDEWALK 1.0'EXIST ±22' GRASS MEDIAN 2.0' FDPS12.0'EXIST ±11'EXIST ±11' EXIST ±11'EXIST ±12'12.0' 2.0' FDPS EXIST ±22' GRASS MEDIAN EXIST ±11'12.0' EXIST ±11'EXIST ±11'2.0'EXIST ±22' GRASS MEDIAN EXIST ±2'EXIST ±11' EXIST ±11'9.6'2.0'EXIST ±24' GRASS MEDIAN EXIST ±2'EXIST ±11'EXIST ±11'EXIST ±3' EXIST ±11' OF F : - 2 6 . 1 4 E L : 2 5 . 9 4 4 OF F : - 4 . 5 0 E L : 2 5 . 5 2 8 OF F : 0 . 2 0 E L : 2 5 . 4 3 1 OF F : 1 0 . 9 5 E L : 2 5 . 0 2 5 OF F : 3 3 . 5 6 E L : 2 6 . 2 0 2 OF F : 4 7 . 6 8 E L : 2 5 . 9 9 2 OF F : 4 7 . 6 8 E L : 2 5 . 9 9 3 OF F : 6 9 . 7 8 E L : 2 6 . 3 0 0 -2.62%8.00:12.07%-2.07%-1.92%-14.46:1 14.48:1 0.09%-1.58%-1.44%-1.30%-1.04% 0.97%0.84% OF F : - 2 6 . 1 5 E L : 2 6 . 1 0 5 OF F : - 6 . 8 9 E L : 2 5 . 7 8 4 OF F : 0 . 2 2 E L : 2 5 . 6 6 0 OF F : 1 0 . 9 5 E L : 2 5 . 0 1 1 OF F : 3 3 . 5 5 E L : 2 6 . 4 2 8 OF F : 4 7 . 6 0 E L : 2 6 . 2 1 5 OF F : 8 6 . 3 9 E L : 2 5 . 8 4 7 OF F : 9 5 . 5 7 E L : 2 6 . 4 1 0 OF F : 4 7 . 6 0 E L : 2 6 . 2 1 5 -0.67%8.00:11.75%-1.75%-4.03%-10.58:1 10.60:1 -0.11%-1.60%-0.65%-0.39% -0.80%-0.69% OF F : - 2 6 . 1 9 E L : 2 6 . 3 2 6 OF F : - 9 . 4 9 E L : 2 6 . 1 0 3 OF F : 0 . 1 8 E L : 2 5 . 9 6 5 OF F : 1 0 . 9 5 E L : 2 4 . 9 9 7 OF F : 3 3 . 5 3 E L : 2 6 . 6 4 1 OF F : 4 7 . 5 7 E L : 2 6 . 4 4 7 OF F : 4 7 . 5 7 E L : 2 6 . 4 4 7 -0.69%8.00:11.42%-1.42%-7.22%-8.34:1 8.35:1 -0.11%-1.45%-8.00%-19.95%3.00:1 OF F : - 2 6 . 3 1 E L : 2 6 . 7 0 7 OF F : - 1 2 . 0 0 E L : 2 6 . 4 7 1 OF F : - 2 . 3 3 E L : 2 6 . 2 9 3 OF F : 9 . 6 7 E L : 2 4 . 9 8 2 -2.03% 8.00:11.85%1.85%-10.13% -8.01:1 8.02:1 INTERSECTION 11.0'12.0' EXIST ±11' EXIST ±11' EXIST ±2' EXIST ±2'EXIST ±9' EXIST ±7' EXIST ±5' PATCHING AND LEVELING MIGHT BE REQUIRED PRIOR TO RESURFACING THE ROADWAY POSITIVE DRAINAGE OF ROADBED IS REQUIRED. WEDGING MAY BE PERFORMED, NCDOT INSPECTOR TO MAKE FIELD DETERMINATION BEFORE ANY EXCAVATION IS PERFORMED CONTACT THE UTILITY OWNERS TO VERIFY VERTICAL DEPTH OF EXISTING UTILITIES WITHIN ROAD BED. UTILITIES SHOWN ARE APPROXIMATE SIZE AND DEPTH. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SIZE AND DEPTH WITH THE UTILITY OWNERS DEVELOPER/CONTRACTOR HOLDS ALL RESPONSIBILITY TO ENSURE VERTICAL CLEARANCES (S) IS MET AND ALL EXISTING UTILITIES ARE NOT DAMAGED DURING THE CONSTRUCTION PHASE(S) CAROLINA BEACH RD (US-421) © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T CR O S S S E C T I O N S XS-04 11-09-23 18+00 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 700-10-20-30-40-50-60-70 18+50 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 700-10-20-30-40-50-60-70 19+00 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 700-10-20-30-40-50-60-70 19+04.55 20 24 28 32 36 40 20 24 28 32 36 40 0 10 20 30 40 50 60 700-10-20-30-40-50-60-70 6.6'2.0' EXIST ±2'EXIST ±11'EXIST ±11'EXIST ±3'EXIST ±27' GRASS MEDIAN EXIST ±13'EXIST ±12'2.0'EXIST ±30' GRASS MEDIAN EXIST ±1'EXIST ±11'EXIST ±11'EXIST ±3' EXIST ±12'EXIST ±2'EXIST ±33' GRASS MEDIAN EXIST ±2'EXIST ±11'EXIST ±11'EXIST ±3' OF F : - 2 6 . 5 0 E L : 2 6 . 9 3 2 OF F : - 1 3 . 2 8 E L : 2 6 . 7 2 6 OF F : - 5 . 4 3 E L : 2 6 . 5 8 5 OF F : 8 . 0 8 E L : 2 4 . 9 6 8 -1.58% 8.00:1 1.79%1.79% -11.75% -8.01:1 8.01:1 OF F : - 2 6 . 5 9 E L : 2 6 . 8 9 9 OF F : - 1 3 . 2 5 E L : 2 6 . 7 7 0 OF F : - 8 . 5 3 E L : 2 6 . 7 1 4 OF F : 6 . 4 9 E L : 2 4 . 9 5 4 -1.90% 8.00:1 1.18%1.18% -11.45% -8.02:1 8.01:1 OF F : - 2 6 . 6 2 E L : 2 6 . 7 9 5 OF F : - 1 3 . 2 6 E L : 2 6 . 6 8 9 OF F : - 1 1 . 6 3 E L : 2 6 . 6 7 3 OF F : 4 . 8 9 E L : 2 4 . 9 3 9 -1.99% 8.00:1 8.00:11.00%1.00% -9.86% -8.00:1 7.99:1 EXIST ±12'EXIST ±12' 3.6' EXIST ±12' EXIST ±3' EXIST ±2' EXIST ±2' OF F S E T = 4 . 4 8 E L E V = 2 4 . 8 8 PATCHING AND LEVELING MIGHT BE REQUIRED PRIOR TO RESURFACING THE ROADWAY POSITIVE DRAINAGE OF ROADBED IS REQUIRED. WEDGING MAY BE PERFORMED, NCDOT INSPECTOR TO MAKE FIELD DETERMINATION BEFORE ANY EXCAVATION IS PERFORMED CONTACT THE UTILITY OWNERS TO VERIFY VERTICAL DEPTH OF EXISTING UTILITIES WITHIN ROAD BED. UTILITIES SHOWN ARE APPROXIMATE SIZE AND DEPTH. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SIZE AND DEPTH WITH THE UTILITY OWNERS DEVELOPER/CONTRACTOR HOLDS ALL RESPONSIBILITY TO ENSURE VERTICAL CLEARANCES (S) IS MET AND ALL EXISTING UTILITIES ARE NOT DAMAGED DURING THE CONSTRUCTION PHASE(S) CAROLINA BEACH RD (US-421) © PR E P A R E D F O R : CA R O L I N A B E A C H - W I L M I N G T O N IM P E C C A B L E DE V E L O P M E N T CR O S S S E C T I O N S XS-05 11-09-23